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HomeMy WebLinkAbout720 N West Ave_BLD5015_2026 COMMERCIAL BUILDING PERMIT APPLICATION ` Community and Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 The following information is required for Commercial, Multi-Family,and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. Incomplete applications will not be accepted. SUBMIT ELECTRONIC FILES AND THE NUMBER COPIES REQUIRED FOR EACH OF THE FOLLOWING: EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. QTY REQUIRED DOCUMENTS x❑ 1 City of Arlington Commercial Permit Application ❑x 1 City of Arlington Commercial Submittal Requirements Form ❑x 1 Building Design Requirements(detailed information regarding plan preparation) ❑x 2 Site Plan ❑x 2 Architectural Plans ❑x 2 Structural Plans ❑x 2 Structural Calculations ❑ N/A 1 Project Specification Manuals(if applicable) SPECIFICATIONS ARE NOT REQUESTED BY THE OWNER OR G.C. ❑x 1 WSEC Compliance Forms https:f/waenergycodes.com� ❑x 1 Special Inspection and Testing Agreement ❑x 1 Deferred Submittal Request ❑ N/A 1 Airport Property Lease(if building is located within the Arlington Airport Property Boundary) x❑ 1 USB Flash Drive or email a link to ced0arlingtonwa.gov 1. Architectural and Structural Plans shall be bound separately and rolled together with the Site Plan in complete sets. 2. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 3. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or 360-416-3000. Contact the Permit Center to verify if an intake appointment is required. City of Arlington Permit Center at (360) 403 3551 or by email to ced@arlingtonwa.gov. ® I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 12/2021 Pagel of 4 ', I COMMERCIAL BUILDING PERMIT APPLICATION Community and Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 Type of Permit: ❑X Commercial ❑ Multi-Family ❑ Mixed-Use Property Address: 720 WEST AVE. ARLINGTON, WA 98223 Project Valuation: $500,000 ILot#: Parcel ID No.: 00461801700300 Subdivision: Project Scope of Work: A SINGLE-LEVEL BUILDING ADDITION OVER A CRAWLSPACE.ADDITION IS TO BE APPROXIMATELY 1,966 SF. Primary Contact: ❑X Owner ❑ Architect ❑ Engineer ❑ Contractor Owner Name: TIM CAVANAGH DVM Office No.: IEinail Address: CAVTHDVMACVS@GMAIL.COM Cell No.: (360)435-8929 IMailing Address: 720 WEST AVE. City: ARLINGTON State: WA Zip: 98223 Architect Name: HKP ARCHITECTS, BRIAN POPPE Office No.: (360)336-2155 IEmail Address: BPOPPE@HKPA.COM Cell No.: N/A IMailing Address: 204 W. MONTGOMERY ST. City: MOUNT VERNON State: WA Zip: 98273 Professional License Ntunber: 6091 Expiration Date: DECEMBER 13, 2022 Engineer Name: DAVIDO CONSULTING GROUP, INC., JORDAN JANICKI Office No.: (360)899-1110 IEniail Address: N/A Cell No.: IMailing Address: 2210 RIVERSIDE DR. City: MOUNT VERNON State: WA Zip: 98273 Professional License Number: 46132 Expiration Date: 8/12/2022 Contractor Name: CV CONSTRUCTION SOLUTIONS LLC Office No.: (425)345-5406 IEmail Address: N/A Cell No.: N/A IMailing Address: 8210 17TH AVE NW City: MARYSVILLE State: WA Zip: 98271 IL&I Contractor License Number: CCCYCONCS808R3 Expiration Date: 12-28-2022 IBC Construction Type: V-B IBC Occupancy Type: B, BUSINESS IBuilding Square Footage: 6,299(INCLUDING BASEMENT) Ntunber of Stories: 2+ BASEMENT ISquare Footage Per Floor: 1St 4,218 2nd 1,172 3rd +11 5N, 601 Descri tion of Use: VETERINARY CLINIC. REV 12/2021 Page 2 of 4 COMMERCIAL BUILDING PERMIT APPLICATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 A. THE CITY OF ARLINGTON CURRENTLY ENFORCES THE FOLLOWING: International Codes 1. 2018 International Building Code (IBC) 2. 2018 International Residential Code (IRC) 3. 2018 International Mechanical Code (IMC) 4. 2018 International Fuel Gas Code (IFGC) 5. 2018 International Fire Code (IFC) 6. 2018 Uniform Plumbing Code(UPC) 7. 2018 International Property Maintenance Code(IPMC) 8. 2018 International Existing Property Code(IEBC) 9. 2018 Washington State Energy Code (WSEC) 10. 2017 Accessible&Usable Buildings and Facilities (ICC/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Adruinistration,and Installation B. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: Exposure C-Ultimate Design-98 miles per hour Exposure C-Nominal Design- 72 miles per hour Ground Snow Load: 25 pounds per square foot Dead Snow Load: 10 pounds per square foot Seismic Zone: D1 Seismic category-D,E,or F,subject to soil,location,risk category and building characteristics. Climate Zone: 4-C Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided (IBC Table 1804.2&IRC R401.4.1) C. DEFERRED SUBMITTALS SEE DEFERRED SUBMITTAL REQUEST FORM If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans(if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage D. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Finn is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be subruitted with the Building Application. ® Reinforced Concrete ❑ Structural Steel and Welding ® Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ® Other-Specify: ARC:HITFC:Tl1RAL C'OMPONFNTS SOILS WOOD CONSTRUCTION REV 12/2021 Page 3 of COMMERCIAL BUILDING PERMIT APPLICATION Community and Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 E. INSTALLATION,MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECKALL THAT APPLY ❑ Automatic fire extinguishing systems ® Compressed gas systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc) ❑ Standpipe systems ❑ Hazardous materials ❑ Private fire hydrants ❑ Industrial ovens/fiirnace ® Fire alarm and detection systems ❑ Spraying or dipping operations ❑ High piled/rack storage ❑ Temporary membrane structure,tents(>200 sq.ft)or canopies (>400 sq.ft.) ❑ Provide details on any of the above checked items: MEDICAL GAS I hereby certify that I am the X❑Owner ❑Architect ❑ Engineer ❑Contractor and authorized to sign this application and that the above information is correct and construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington,and the City of Arlington. 7 4_iof-�/it, afoui 4 6d Vac0 Signature Print Aam a Date FOR STAFF USE ONLY PERMIT# ACCEPTED BY: DATE STAMP REV 12/2021 Page 4 of4 _<Parchitects October 14, 2022 PERMIT NO:TBD City of Arlington Community& Economic Development 18204 591"Avenue NE Arlington, WA 98223 RE: All Creatures Veterinary Services Addition 720 N. West Ave. Arlington, WA 98223 OCCUPANT'S STATEMENT OF INTENDED USE The All Creatures Veterinary Services Addition is a single-story addition to the existing Veterinary Clinic. Being a veterinary clinic, the use of medical oxygen gas is necessary for the treatment of animals.An exterior fire rated shed will house the medical gas oxygen tanks. The medical gas oxygen will be plumbed into the building,to the Surgery Room. A central scavenger system is to be installed to remove waste gas from the clinic. The design of the medical oxygen gas and central scavenger system will be addressed in the deferred Medgas Permit Submittal. Please feel free to contact the Owner, Dr.Timothy Cavanagh at cavthdvmacvs@gmail.com or(360)435- 8929 with any questions. Thank You, 1 Christine Baldwin, Project Architect HKP Architects PARTNERS Julie Blazek Brian Poppe CERTIFIED WBE P:(360)336-2155 1 204 West Montgomery Street,Mount Vernon,Washington 98273 www.hkpa.com i COMMERCIAL BUILDING DESIGN REQUIREMENTS • Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 THIS BROCHURE IS INTENDED TO PROVIDE DETAILED INFORMATION REGARDING PLAN PREPARATION FOR COMMERCIAL BUILDINGS. 1. Check each box to designate that the information has been provided. 2. Please submit this checklist as part of your submittal documents. A. ❑ THE CITY OF ARLINGTON CURRENTLY ENFORCES THE FOLLOWING: Al. 0 International Codes 1. 2018 International Building Code (IBC) 2. 2018 International Residential Code(IRC) 3. 2018 International Mechanical Code (IMC) 4. 2018 International Fuel Gas Code(IFGC) 5. 2018 International Fire Code(IFC) 6. 2018 Uniform Plumbing Code (UPC) 7. 2018 International Property Maintenance Code(IPMC) 8. 2018 International Existing Property Code (IEBC) 9. 2018 Washington State Energy Code (WSEC) 10. 2017 Accessible&Usable Buildings and Facilities (ICC/A117.1) A2. ❑X Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation B. ® STRUCTURAL REQUIREMENTS Design Wind Speed: Exposure C-Ultimate Design-98 miles per hour Exposure C-Nominal Design-72 miles per hour Ground Snow Load: 25 pounds per square foot Dead Snow Load: 10 pounds per square foot Seismic Zone: D1 Seismic category-D,E,or F,subject to soil,location,risk category and building characteristics. Climate Zone: 4-C Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf.unless a Geo-Technical Report is provided. (IBC Table 1804.2 &IRC R401.4.1) C. ® PLAN DIMENSIONS AND DETAIL 1. Minimum plan size is 18"x 24"and maximum plan size is 30"x 42". 2. Plans shall be on standard drafting paper. 3. All Plan Sheets shall be the same size and sequentially labeled. 4. Plans are required to be legible with scaled dimensions;indelible ink,blue line,or other professional media. 5. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. D. ® SITE PLAN-REQUIRED WITH ALL SUBMITTALS *May be included as part of the Architectural Drawing Cover Sheet 1. Drawing shall be prepared at scale,not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. COMMERCIAL BUILDING DESIGN REQUIREMENTS 4. Provide dimensions from the property lines to a minimum of two building corners or two identifiable locations for irregular plan shapes. SEE A1.02 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five(5) feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer,gas and electrical. SEE SURVEY 10. Show existing structures to remain on site. 11. Flood hazard areas,floodways,and design flood elevations as applicable. E. ® ARCHITECTURAL DRAWINGS E1. 0 Cover Sheet 1. Building Information a. Specify model code information b. Construction Type c. Number of stories and total height in feet. d. Building square footage(per floor and total) e. IBC Occupancy Type(show all types by floor and total) f. Mixed-Use ratio of commercial versus residential dwelling units, (if applicable) g. Occupant load calculation(show by occupancy type and total) h. List work to be performed under this permit 2. Design Team Information a. Design Professional in Responsible Charge b. Architects c. Structural Engineers d. Owner e. Developer f. Any other Design Team Members E2. 0 Floor Plan 1. Plan view 1/8-inch minimum scale.Details a minimum 1/a-inch scale. 2. Plans must show the entire building and/or tenant space. 3. Specify the occupancy type of each room/area. 4. Provide an occupant load calculation on the floor plan. (on every floor,in all rooms and spaces)A0.21 S. Show ALL exits on the plans;include new,existing or eliminated. 6. Show Barrier-Free information on the drawings. 7. Show the location of all permanent rooms,walls and shafts. 8. Note the uses in the adjacent tenant spaces,if applicable. 9. Provide a door and door hardware schedule. 10. Show the location of all new walls,doors,windows,etc. 11. Provide details and assembly numbers for any fire resistive assemblies. 12. Indicate on the plans all rated walls,doors,windows and penetrations. 13. Provide a legend that distinguishes existing walls,walls to be removed and new walls. E3. R Reflected Ceiling Plan 1. Plan view 1/8"minimum scale.Details a minimum 1/a-inch scale. 2. Provide ceiling construction details. 3. Provide suspended ceiling details complying with IBC 803.9.1.1.Show seismic bracing details. A0.31 4. Show the location of all emergency lighting and exit signage. SEE ELECTRICAL DRAWINGS 5. Detail the seismic bracing of the fixtures. A0.31 6. Include a lighting fixture schedule. SEE ELECTRICAL DRAWINGS E4. FX1 Framing Plan 1. Specify the size,spacing,span and wood species or metal gage for all stud walls. 2. Indicate all wall,beam and floor connections. 3. Detail the seismic bracing for all walls. Page 2 of 3 COMMERCIAL BULDING DESIGN REQUIREMENTS REV 12/2021 COMMERCIAL BUILDING DESIGN REQUIREMENTS 4. Include a stair section showing rise,run,landings,headroom,handrail and guardrail dimensions. E5. ❑ Storage Racks DOES NOT APPLY 1. Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. 2. Eight feet or less,show a positive connection to floor or walls. 3. High pile storage shall meet the requirements of current International Building and Fire Codes. 4. Special Inspection and Testing Agreement required. F. ® WASHINGTON STATE ENERGY CODE 1. Required by WAC 51-11. 2. Complete Non-Residential Energy Code Envelope Summary Form(NREC). G. ® OCCUPANT'S STATEMENT OF INTENDED USE 1. If the building occupancy contains Hazardous Material,submit a narrative describing how the materials are used. 2. May require the submittal of a Hazardous Material Inventory Statement(HMIS). H. M SPECIAL INSPECTION -See SPECIAL INSPECTION AND TESTING AGREEMENT I. ❑ TENANT IMPROVEMENTS DOES NOT APPLY I1. ❑ Snohomish Health District-FOOD HANDLING DOES NOT APPLY 1. If any tenant improvement work in a space that involves food handling or preparation it will require Snohomish Health District approval before the permit can be issued. 2. You must provide the Permit Center a copy of the approval letter or the approved plans. 3. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. I hereby certify that I am the ❑X Owner ❑Architect ❑ Engineer ❑Contractor and have verified that the information appears on the Plans or will be submitted with the application. Christine L. Baldwin 10/6/2022 SigKature a Print Name Date Page 3 of 3 COMMERCIAL BULDING DESIGN REQUIREMENTS REV 12/2021 CITY OF ARLINGTON CAVANAGH LOT COMBINATION Mp,N — CITY FILE NO. PLN #875 �`° Sc R Cox SECTION 02, TWP. 31 N., RGE. 05 E., W.M. 720 N WEST AVENUE � HALL SITE K Q It w DESCRIPTION: GILMAN Q L__ BEFORE LEGAL CERTIFICATE OF OWNERSHIP AND DEDICATION m z TAX ID 00461$01700100: DIVISION DIVISI LOTS 1 AND 2, AND THE EAST 25 FEET OF THE SOUTH HALF OF LOT 5, BLOCK I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY DESCRIBED HEREON, WHICH PROPERTY IS LOCATED WITHIN THE _ 17, HALLER CITY, ACCORDING TO THE PLAT THEREOF RECORDED - VOLUME 2 OF SUBDIVISION REGULATION JURISDICTION OF THE CITY OF ARLINGTON, THAT I HEREBY FREELY ADOPT THIS PLAN OF SUBDIVISION o a oL I `f' PLATS, PAGE 22, RECORDS OF SNOHOMISH COUNTY, WAS AND DEDICATE TO THE PUBLIC USE ALL AREAS SHOWN ON THIS PLAT AS STREETS, ALLEYS, WALKS, PARKS, OPEN SPACE, N TH U = Q AND EASEMENTS, EXCEPT THOSE SPECIFICALLY INDICATED AS PRIVATE, AND THAT I WILL MAINTAIN ALL SUCH AREAS UNTIL Q a z SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. o z 5TH p_< a THE OFFER OF DEDICATION IS ACCEPTED 8Y THE APPROPRIATE PUBLIC AUTHORITY. ALL PROPERTY SHOWN ON THIS PLAT AS J DEDICATED FOR A PUBLIC USE SHALL BE DEEMED TO BE DEDICATED FOR ANY OTHER PUBLIC USE AUTHORIZED BY LAW WHEN � w w o J TAX ID 00461801700300 SUCH OTHER USE IS APPROVED BY THE ARLINGTON CITY COUNCIL IN THE PUBLIC INTEREST. I SHALL FURTHER UNDERTAKE 4TH � T = Z LOTS 3 AND 4, BLOCK 17, HALLER CITY, ACCORDING TO THE PLAT THEREOF cn 4TH RECORDED IN VOLUME 2 OF PLATS, PAGE 22, RECORDS OF SNOHOMISH COUNTY, TO DEFEND, PAY AND SAVE HARMLESS, ANY GOVERNMENTAL AUTHORITY, INCLUDING THE CITY OF ARLINGTON,NGTO I IN RESPECT OF Q RECORDED N. ALL CLAIMS FOR DAMAGES AGAINST ANY GOVERNMENTAL AUTHORITY INCLUDING THE CIWASHITY OF ARLINGTON WHICH MAY BE OCCASIONED TO THE ADJACENT LAND BY THE ESTABLISHED CONSTRUCTION, DRAINAGE OR MAINTENANCE OF SAID Ro 3RD SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. RIGHT-OF-WAY OR OTHER AREAS SO DEDICATED. BOOKCLIFF RESOURCES, L C., A WASHINGTON LIMITED LIABILITY COMPANY OTRD cc TAX ID 00461801700502: 0 2ND THE EAST 25 FEET OF THE NORTH HALF OF LOT 5, BLOCK 17, HALLER CITY, VICINITY MAP w L o ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 22, Q�-e_S(, eut l D 1"=1000 w' a RECORDS OF SNOHOMISH COUNTY, WASHINGTON. ITS: SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON l//� ff � SNOHOMISH COUNTY AUDITOR'S CERTIFICATE: --1__G_ --- - _--= ---- GOVERNOR: FILED FOR REC WD AT THE RE06ST QF CASCADE SURVEYING & ENGINEERING, INC_, THIS _ _ DAY 0 C kjji-_n------- 202-.1, AT Y- MINUTES AFTER LEGAL DESCRIPTION: --- Ct_Z� _Z�-_------_— --- PAST -___ O'CLOCK, M, AND RECORDED IN VOLUME _''____ O ISH Plat_ , ON PAGE(S) -_--------------- RECORDS OF SNOHOMISH PARCEL LOT A DATE LOTS 1, 2, 3, 4 AND THE EAST 25 FEET OF LOT 5, BLOCK 17, HALLER CITY, COUNTY, STATE OF WASHINGTON. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 22, ' RECORDS OF SNOHOMISH COUNTY, WASHINGTON. -------G"-4,_,re'u- -_------__-__ _------- SITUATE IN THE COU NTY OF SNOHOMISH, STATE OF WASHINGTON. - SNOHOMISH COUNTY AUDITOR BY: DEPUTY COUNTY AUDIT `fit` �` ••••••••• •�����' EASEMENT: , Q ;•• o�cARy.-� Q? = Ex ices% 'S FILE NUMBER #1400592 SANITARY SEWER EASEMENT AS RECORDED UNDER AUDITOR _ MY SOmm 1,2023 LOCATION OF EASEMENT AS DESCRIBED IN RECORDED DOCUMENT IS NOT READILY •Febo� 45732j SNOHOMISH COUNTY TREASURER'S CERTIFICATE TRACEABLE_ ACKNOWLEDGMENTS: ' �'�,• • G • '�� I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE LEVIED STATE OF _ 4 _____) ���OF WPs�++`�� AGAINST THE PROPERTY DESCRIBED HEREON, ACCORDING TO THE BOOKS AND � �trrlltl���++ RECORDS OF MY OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED, INCLUDING )SS 2021 TAXES. COUNTY OF SNP-___ ) EXAMINED THIS DAY OF _ T_, 20 Z(. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ 11 gin ,,' -_���c� r ------ --------- 1 COUNTY (J f E ------ SIGNED THIS DEDIBATION AND ON OATH STATED THAT (HE/SHE) WAS SNOHOMISH COUNTY TREASURER AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS n ------------ BY: DEPUTY COUNTY TREASURER TO BE HER FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: q t_? z SIGNATURE: ---------- PRINT NAME: `' - =- � -- NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON CERTIFICATE OF SURVEY AND ACCURACY RESIDING AT:�X—e__ l -1J-----� _— I HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN MY APPOINTMENT EXPIRES:��-`�__�`. ���J_---- ACTUAL SURVEY MADE UNDER MY SUPERVISION THAT THE EXTERIOR PLAT BOUNDARY, AND ALL INTERIOR LOT CORNERS HAVE BEEN SET UNDER MY SUPERVISION USING APPROPRIATE PERMANENT MATERIALS, WITH A FIELD TRAVERSE WITH A LINEAR CLOSURE OF 1:10,000 AND CORRESPONDING ANGULAR CLOSURE AS SPECIFIED IN W.A.C. 332.130.070 AND 332.130.090; THAT ALL STREET CENTERLINE MONUMENTS WITHIN THE PLAT AND ALL INTERSECTIONS WITHIN EXISTING STREET CENTERLINES HAVE BEEN MONUMENTED WITH CONCRETE MONUMENTS IN CASE OR OTHER PERMANENT MATERIAL APPROVED BY THE CITY; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION FOUND IN VOLUME ---- OF PLATS, PAGE _ _ RECORDS OF SNOHOMISH COUNTY, WASHINGTON; AND THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH THE PROVISIONS OF RCW 58.17. WITNESS MY RIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS _L2DAY III Mill ill �I1II�I' OF _� . -, 2o2s 202110055001 CITY BOUNDARY LINE ADJUSTMENT APPROVAL: SHORT PLAT MAP Rec:$292-`� �FL�C'K 10i512021 8:49 AM 2 PG SNOHOMISH COUNTY,WA CITY OF ARLINGTON DEPARTMENT OF COMMUNITY � AND ECONOMIC DEVELOPMENT ------- - - -- -- ---_-- Q of Asy�1- APPROVED THIS ae— DAY OFD��- 1 emu'^�1�� REGISTERE LAND SURVEYOR PLS 12716 _ af-------------------------- APPLICANT. _ _ REGISTRATION NUMBER �� a OWNER/ ---------------__ T o MARC HAYES, DIRECTOR F�1ST� Je, SHEET INDEX: °HAt LAtl 5 TIM CAVANAGH DATE OF PREPARATION: DULY 13, 2021 1 COVER SHEET 720 N. WEST AVENUE 2 SITE PLAN MAP AUDITOR'S FILE # �®;?,1 lO05'S0©1 SHEET 1 OF 2 (425) 5014224 Engineers Surveyors Planners PORT'N SW 1/4, & SE 1/4 SEC 02, TWP. 31 N., RGE. 05 E., W.M. INC . 05 E.Division-PO Box 23 JOB#22529-03 DRAWN BY: TAA FIELD BOOK # ARL 137, 138 SURVEYING & ENGINEERING , ARLINGTON,WA 9sz2sCAS:C:A:EDE PHONE:{360)43r5651 DATE: 07/13/21 REVISED: CHECKED BY: FFP N:\PRgiU/T�1-22000\22529\DWG\BLA\22529 ARL BLA.DWG (LEGAL) FAX:435-4012 CITY OF ARLINGTON _ NOTE: DIMENSIONS TO ASBUILT FEATURES ARE CAVANAGH LOT COMBINATION - - T � — - - - - - - PERPENDICULAR TO OR PARALLEL WITH REFERENCED LINES, UNLESS OTHERWISE NOTED CITY FILE NO. PLN #875 CALCULATED CENTERLINE I FND. TACK IN LEAD, NOTE: INTERSECTION PER PLAT C/L R.R. TRACKS FND. MON. IN CASE FND. MON. IN CASE 2 BOUNDARIES ESTABLISHED PER THIS SURVEY MAY SECTION 02, TWP. 31 N., RGE. 05 E., W.M. OF HALLER CITY g/2/1980 g/2/1980 9/2/1980 NOT CONFORM TO EXISTING LINES OF OCCUPATION AND FENCE LINES AND COULD RESULT IN POSSIBLE 720 N WEST AVENUE S9a'0092' S90'a. 0' BOUNDARY DISPUTES. F- — S90'00'00"E — — 509.92' — _ — 480.00' — 4 .-. BURKE AVENUE BASIS OF BEARINGS � 3 Z10 9 8 7 6 5 3 w o o LOCH 1� 20 IM o MONUMENT EXISTING PARCELS WITH DETAILS Q 11 12 13 14 15 16 18 z Z Q DETAIL 1"=200' — — — — — — — -- -- — — — — 17 m SS SS SS SS S s = GILMAN AVENUE— Q 0 �/ — — — PLAT CENTERLINE -ASBUILT TO NORTH — ; S90'00'00"E — — — — CALCULATED CENTERLINE PER CITY OF r ARLINGTON BOUNDARY LINE ADJUSTMENT _ AS RECORDED UNDER AUDITOR'S FILE FOG LINE o = FND. TACK IN LEAD, No. 200803075121 BURKE AVENUE (SR 530) Q 0 C/L R.R.9/2RACKS SD SD 10" VAULT u ASPHALT az I EXISTING PARCEL LAYOUT CONC. WALL CONC. WALK W/ CHAINLINK FENCE7 = I BURKE AVENUE 25. 0' 100.007 cn CONCRETE 1--,� f o � WOOD N _ S90'00'00"E — — T' s 3 o PARKING PLANTER --------------T---------T--------T---- o ui LOT � BOX 0 v o CONC. a QTEP o 3W/ SIGN oI I I C ----B -----------to ATE0046 801700502 cr) p TAX ID z WALKWAY — — ASPHALT SEWER EASMENT PER I ' ° s aW 31,249 S.F. I N RAMP ^ AFN #1400592 O J71OHT- cn (NOT DEFINABLE) ----_A +--------- � Z o y ,--------I---------y----DRAIIN CONC- STEPS a Z Q z -� PARCEL B 3 PARCEL o CONC- STEPS I o 0 00 3 o TAX ID I CONC. C o In 00461801700300 `* I O N BUILDING PARKING N I I I t9 I 0 CONC. I y 4,995 S.F. I --------------- z LOT Co C ;� 7s.ao I♦ ; 15 , ,a f-------1e- -----� 0 Q, I rn a I I j z o — 6 25.00 S90'0 '00"E - 10 .0 ' - - N 1.29 . I o b I I GRAS . . ... GRAVEL DRIVE o o _o I N I ! PARCEL A '- - - - -- - N a w WOOD FENCE f GRASS<Go Y Z CROSSES PROP. LINE J W ° AFTER PARCEL LAYOUT —I x o I I 0.96' E OF CORNER TAX ID CONC. rn I I I . 00461801700100 I PLANTER N Z Z 1"=100' o I I I 6,243 S.F. BOX z l- n- Z m GRASS _ o I I I BUILDING o = I BURKE AVENUE CONC. STEPS PORCH 3 Q o Q I S90'00'00"E 3I I o — — o I I O ------------- ---------T---------T---- ———— ASPHALT o CONC. STEPS Q r CONC. N oo I BUILDING I CONC. (Y 1 -L — — — — — — — — — J PLANTER r J cn = I I I I I ---------1---------I z I — 11 GRAVEL Q GRASS BOX C? o 1.43 pw� 590'00 00 E GRASS N 3 GRASS I 0 I 1 I I 10 .00' OHP OHPF� 25.00' - I I l I ----------1------I W Z EXTRUDED CURB JA'!PH ALT H I -- --------'---------=--------------L ———— o Q oTBM ARL.138-19-1 zON LINE v 1 O 3 SET 60d ON N. SIDE POWER ----------,--------- r--------- ------------------------------- C G I I 20 00 ASPHALT POLE 460 0.05' HIGH a Z o -------� ----------- ELEV. 00.91' (NAVD88) oOG 6" m 14 15 16 ��� P•�� 20 GRAPHIC SCALE Qom' 20 0 10 20 40 1 inch = 20 ft. BASIS OF BEARINGS: MONUMENTS IN BURKE AVENUE PER SURVEY AFN 200803075121 PARCEL A (BEFORE) AREA = 6,243 SQ.FT. LEGEND: THIS SURVEY DOES NOT PURPORT TO SHOW ALL PARCEL B (BEFORE) AREA = 4,994 SQ.FT. O -v 1/2" X 24" REBAR & CAP L.S. 12716 SET THIS W W APPROXIMATE WATER LINE LOCATION EASEMENTS OF RECORD OR OTHERWISE. PARCEL C (BEFORE) AREA = 1,248 SQ.FT. SURVEY UNLESS OTHERWISE NOTED _o o a CHAIN LINK FENCE SURVEY INSTRUMENT USED: SOKKIA SET 5 FOUND PLAT MONUMENT EDGE OF ASPHALT SURVEY INSTRUMENT USED: TOPCON DS SURVEY INSTRUMENT USED: TOPCON HIPERSR TOTAL PARCEL LOT A (AFTER) = 12,485 SQ. ( ) RECORD DISTANCE PROPERTY BOUNDARY SURVEY PROCEDURE: CLOSED TRAVERSE 9 K F, SURVEY PRECISION: THIS SURVEY EXCEEDS FIELD -� CATCH BASIN SS -v SANITARY SEWER LINE O op w �. TRAVERSE REQUIREMENTS OF WAC 332-130-090 -O- POWER POLE OHP OVERHEAD POWER � OWNER/APPLICANT: HYDRANT —SD— STORM SEWER DRAIN LINE OHT -ti OVERHEAD COM. LINE a WATER VALVE 12716 0 TIM CAVANAGH - - - - - - -__ � BUILDING OVERHANG s sre�`` 2, ® WATER METER ------------------------- PLAT LINE ANAL LANfl 720 N. WEST AVENUE A LIGHT POLE -------- PROPOSED PROPERTY LINE (425) 501 -4224 AUDITOR'S FILE # ,20a1 1005 5001 SHEET 2 OF 2 Engineers Surveyors Planners PORT'N 5W 1/4, & SE 1/4 SEC 02, TWP. 31 N., RGE. 05 E., W.M. CASCADE SURVEYING & ENGINEERING , INC . ,05 LI Division-PO Box 326 23 ARLINGTON,WA 98223 JOB#22529-03 DRAWN BY: TAA FIELD BOOK # ARL 137, 138 PHONE:(360)435-5551 DATE: 07/13/21 REVISED: CHECKED BY: FFP 9/14/21 X:\22529\DWG\BLA\22529 ARL BLA.DWG (SITE) FAX:g354012 _<p ALL CREATURES VETERINARY SERVICES ADDITION architects MOUNT VERNON P:(360)336-2155 204 West Montgomery Street ARLINGTON, WA 98223 Mount Vernon,WA 98273 www.hkpa.com civil structural 2210 Riverside Drive p;360.899.1110 Suite 110 —degeng—nn Mount Vernon,WA 98273 \\ p S QPc�\OF WA�cn T�o9 Iy sig d b IoS_1 oe v P T °02A O�(C`RFCISTEREV G�� SS��NAL E� \ 0 ® ARLINGTON- all `® M IN r N 2 N 0 o PROJECT C7 LLI 00 BURKE AVE(SR 530) LOCATION -ITAT Z Q / Z0 a tn W 0 LT w ° O � � Q > Q O Z s 0_ O 00 � MARYSVILLE o _, o a� a w v) UmoilW DLL U _U. > me: o GILMAN AVE SNOHOMISH COUNTY MAP LU N NOT TO SCALE WU ' y0 � / N �5 W M �5; PROJECT INFORMATION: SITE INDEX LU 04 w= ' LU OWNER: SHEET SHEET TITLE LU > a 1. i ALL CREATURES VETERINARY SERVICES NO. a so 720 NORTH WEST AVE C01 COVER ci Cn z z E / ARLINGTON,WA 98223 (n ow ARCHITECT: CO2 NOTESLU aW o VICINITY MAP HKPARCHITECTS CO3 EXISTING CONDITIONS&TESC PLAN Q V z z 11.=60' BRIAN POPPE,PARTNER-IN-CHARGE C04 SITE PLAN o J o ua CHRISTINE BALDWIN,PROJECT ARCHITECT d Q ti Q >w 60 30 o 60 120 204WESTMONTGOMERYST C05 GRADING& DRAINAGE PLAN "E MOUNT VERNON,WA 98273 CQg DETAILS �w SCALE IN FEET PH:360.336.2155 Sheet Contents: Bbaldwn@hkpaCcom C07 DETAILS COVER gV CIVIL ENGINEER: Revisions: N DAVIDO CONSULTING GROUP,INC. Rev. Date w DANILO OCHOA,P.E. 2210 RIVERSIDE DRIVE SUITE 110 j a MOUNT VERNON,WA 98273 ae SURVEYOR: f CASCADE SURVEYING&ENGINEERING INC. aF PO BOX 326 g ARLINGTON,WA 98223 Drawn By:GS h N PH:360.435.5551 Checked: DO,SG GEOTECHNICAL ENGINEER: Date: 10/14/21 m o CHOPELAS&ASSOCIATES Job No.: PETER CHOPELAS,P.E. 656 w E 307 N OLYMPIC AVE#208 Sheet No.: LL> w o a ARLINGTON,WA 98223 o o CHOPELASANDASSOCIATES@GMAIL.COM O Q 5'a STORM NOTES: EROSION AND SEDIMENTATION CONTROL(ESC) NOTES: UNANTICIPATED DISCOVERY PLAN: GENERAL NOTES: _<T1 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL(TESC)PLAN 1. IF EARTH DISTURBING ACTIVITIES DURING PROJECT 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY E. IN ACCORDANCE WITH THESE APPROVED PLANS AND CITY DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR STORM CONSTRUCTION UNCOVER CULTURAL MATERIALS(I. OF ARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS,AND THE CURRENT architects STANDARDS AND SPECIFICATIONS.ANY DEVIATION FROM THESE DRAINAGE DESIGN. STRUCTURAL REMAINS,HISTORIC ARTIFACTS,OR EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION(WSDOT) PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER,THE PREHISTORIC ARTIFACTS),ALL WORK SHALL CEASE AND THE STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION.A WASHINGTON STATE ARCHAEOLOGIST AT THE DEPARTMENT MOUNT-NON CITY ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES. 2. A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL OF ARCHAEOLOGY AND HISTORIC PRESERVATION(DAHP), COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. P:(360)336-2155 ADOPTED BY THE CITY SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR THE HISTORY/ARCHAEOLOGY OFFICE OF THE SWINOMISH 204 West Montgomery Street 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE TO ANY WORK ON THE SITE.AN APPROVED COPY MUST BE MAINTAINED ON-SITE AND TULALIP TRIBES,THE CULTURAL RESOURCES PROGRAM 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A Mount Vernon,WA 98273 CITY STANDARDS AND SPECIFICATIONS.ACCEPTABLE STORM AND BE READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR REQUEST. OF THE STILLAGUAMISH AND TULALIP TRIBES,AND THE GRADING PERMIT,RIGHT-OF-WAY PERMIT,AND UTILITY PERMITS,FROM THE CITY.ALL w .hkpa.com DRAINAGE PIPE MATERIALS INCLUDE CONCRETE,PVC,HDPE,AND RURAL DEVELOPMENT STATE ENVIRONMENTAL REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE OBTAINED BY THE DUCTILE IRON.CORRUGATED METAL PIPES(GALVANIZED 3. THE TESC BMP'S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER COORDINATOR(RD SEC)SHALL BE NOTIFIED IMMEDIATELY. DEVELOPER/CONTRACTOR. ALUMINUM OR STEEL)ARE NOT ACCEPTED BY THE CITY.ALL PIPE CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE 2. IF HUMAN REMAINS ARE UNCOVERED,ALL WORK SHALL , JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT THAT SEDIMENT-LADDEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, CEASE IMMEDIATELY IN ACCORDANCE WITH THE NATIVE 3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTOR SHALL UNLESS OTHERWISE DIRECTED BY THE CITY. LEAVE THE SITE,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. CEASE IMMEDIATELY GRAVES PROTECTION AND REPATRIATION ACT OF ATTEND A PRECONSTRUCTION CONFERENCE WITH THE CITY.THE CONSTRACTOR MAINTENANCE,REPLACEMENT,AND UPGRADING OF THE TESC PLAN IS THE AMER199E ICAN GRAVES AND WASHINGTON ON STATE STATUTES RAW SHALL SCHEDULE THE PRE-CONSTRUCTION CONFERENCE BY CALLING(360)403-3500. 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE 27.44. THE AREA AROUND THE DISCOVERY SHALL BE PRIOR TO SCHEDULING,THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL GRAVEL FOR ALL PIPE TYPES,EXCEPT DUCTILE IRON.BEDDING AND APPROVED BY THE CITY. SECURED AND THE SNOHOMISH COUNTY CORONER AND THE FOR THE TRAFFIC CONTROL PLAN,CITY PERMITS,TEMPORARY EROSION AND 2210 Rwors,de orrve MATERIAL FOR DUCTILE IRON PIPE SHALL MEET THE STATE ARCHEOLOGIST AT DAHP SHALL BE NOTIFIED SEDIMENT CONTROL PLAN,PERFORMANCE BOND,COPY OF OTHER AGENCY PERMITS, Suite 110 P:360.899.1110 REQUIREMENTS OF THE CITY'S STANDARDS AND SPECIFICATIONS 4. THE BOUNDARIES OF THE CLEARING LIMITS,SHOWN ON THE TESC PLAN,SHALL IMMEDIATELY.THE STATE ARCHEOLOGIST SHALL NOTIFY RD A COPY OF THE CONTRACTOR'S LICENSE,AND PROOF OF INSURANCE COVERAGE. Mount Vernon,WA 98273 -degeng-m (CHAPTER 4). BE CLEARLY FENCED OR FLAGGED IN THE FIELD PRIOR TO STARTING SEC AND SWINOMISH AND AND TULALIP TRIBES. CONSTRUCTION.NO DISTURBANCE BEYOND THE FENCED OR FLAGGED 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN <J�O H ooh 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL CLEARING LIMITS SHALL BE PERMITTED.THE FENCING AND/OR FLAGGING SHALL 3. CONSTRUCTION SHALL BE HALTED OR SHIFTED TO A NEW CONSTRUCTION IS IN PROGRESS. pphoF "ASyti�O9 LOADING SHALL BE COMPACTED TO AT LEAST 95%OF THE BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE LOCATION PENDING THE NOTIFICATION PROCESS AND $ MAXIMUM DRY DENSITY.ALL OTHER AREAS SHALL BE COMPACTED CONSTRUCTION PROJECT. FURTHER INSTRUCTIONS ISSUED BY THE AGENCY AFTER 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED y lgn"a TO AT LEAST 90%OF MAXIMUM DRY DENSITY. CONULTATION WITH THE STATE HISTORIC PRESERVATION PLANS.ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL o8-o1 1° 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS OFFICE,STILLAGUAMISH AND TULALIP TRIBES,AND OTHER FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES. Po , 41 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION FOR THE ANTICIPATED SITE CONSTRUCTION.DURING THE CONSTRUCTION APPROPRIATE AUTHORITIES. ��SSONAt E" OF THE CITY INSPECTOR,THE EXISTING TRENCH FOUNDATION IS PERIOD,THESE TESC FACILITIES SHALL BE UPGRADED AND ADDED TO AS 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN UNSATISFACTORY,THEN IT SHALL BE EXCAVATED BELOW GRADE NEEDED,FOR UNEXPECTED STORM EVENTS AND TO REFLECT CHANGED ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL AND BACKFILLED WITH GRAVEL BEDDING MATERIAL TO SUPPORT CONDITIONS,AS REQUIRED BY THE CITY. THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE.IT IS THE PIPE. ENVIRONMENTAL NOTES: THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE M 6. THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR EMERGENCY CONTACT ACCURACY OF ALL UTILITY LOCATIONS. N 6. LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND PHONE NUMBER OF THE CONTRACTOR'S CERTIFIED EROSION CONTROL 1. EQUIPMENT MUST MEET CURRENT STATE OF WASHINGTON = � THE SIDEWALK MUST BE INSTALLED AS REQUIRED PRIOR TO SUPERVISOR PRIOR TO STARTING CONSTRUCTION. REGULATIONS FOR NOISE.NOISE PRODUCING EQUIPMENT 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING a)SIDEWALK CONSTRUCTION.STUB-OUTS SHALL BE MARKED WITH A SHALL BE LOCATED IN ENCLOSURES WITH ACOUSTIC PANELS CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE Q W Q 2"X4"WITH 3 FEET VISIBLE ABOVE GRADE AND MARKED"STORM". 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND DESIGNED TO REDUCE NOISE. (1-800-424-5555 OR 811)AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. Z > LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE MAINTAINED AS NECESSARY TO ENSURE CONTINUED FUNCTION AND Q Q SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY. OPERATION. 2. CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED TO 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY > Z REDUCE TRAFFIC,DUST AND NOISE IMPACTS IN RESIDENTIAL REPRESENTATIVES OF THE CITY OF ARLINGTON.IT SHALL BE THE CONTRACTOR'S Q W O 7. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOWN 8. BETWEEN OCTOBER 1 AND APRIL 30,DISTURBED AREAS THAT ARE TO BE LEFT AREAS. RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS, U ON THE PLANS AND APPROVED BY THE CITY OR AS NOTED IN UNWORKED FOR MORE THAN TWO(2)DAYS SHALL BE IMMEDIATELY COVERED BY ALLOWING PROPER ADVANCE NOTICE.THE INSPECTOR MAY REQUIRE REMOVAL AND i 2 3r 0 STORM NOTE#8.THE USE AND INSTALLATION OF INLETS IS MULCH,SOD OR PLASTIC COVERING.BETWEEN MAY 1 AND SEPTEMBER 30, 3. THE APPLICANT SHALL OBTAIN ANY NECESSARY PERMITS REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE N H Z Z DISCOURAGED. DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN(7) FROM LOCAL AND OTHER GOVERNMENTAL AGENCIES. CONSTRUCTED WITHOUT INSPECTION. 3 O DAYS SHALL BE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED 4. WORK IN PUBLIC RIGHT-OF-WAYS SHALL HAVE ALL O 0 Q 8. ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RIM TO INVERT)OR METHODS. NECESSARY PERMITS. 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL GREATER SHALL BE TYPE 2 CATCH BASINS EQUIPPED WITH TIMES BY CLEANING WITH A SWEEPING AND/OR VACUUM TRUCK.WASHING OF THESE 3/4-INCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS, STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY z LADDER PER CITY STANDARD DETAILS. PRE-TREATMENT/SEDIMENT POND,AND SEDIMENT TRAPS UPON REACHING A INSPECTOR. Z 8 DEPTH OF 12 INCHES. 0 9. ALL GRATES SHALL BE MARKED"OUTFALL TO STREAM-DUMP NO H 0 o POLLUTANTS".ALL SOLID COVER SHALL BE MARKED"DRAIN".ALL 10. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SURVEY LEGEND: ABBREVIATIONS: E i« CATCH BASINS AND MANHOLES SHALL BE EQUIPPED WITH SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL a o LOCKING FRAMES AND LIDS OR GRATES PER CITY STANDARD MEASURES,SHALL PROVIDE ADEQUATE STORAGE CAPACITY,AND SHALL BE DENOTES 1/2"X 24"REBAR&CAP Q BM =BENCHMARK w DETAILS. CLEANED OUT ENTIRELY ONCE THE SITE IS STABILIZED.IF THE PERMANENT L.S.12716 SET THIS SURVEY (1)o 1. BOTS =BOTTOM OF STAIR FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM,THE UNLESS OTHERWISE NOTED W LLI °LL 10. ALL GRATES LOCATED IN THE GUTTER FLOW LINE(INLET AND FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. DENOTES FOUND PLAT MONUMENT CB =CATCH BASIN z. CATCH BASIN SHALL BE DEPRESSED 0.1 FOOT BELOW PAVEMENT CL ENTER LINE > DENOTES RECORD DISTANCE a GONG =CONCRETE a w LEVEL. 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST 0 - DENOTES CATCH BASIN CW =CONCRETE WALK W ow GERMINATING GRASSES SHALL BE APPLIED AT AN APPROXIMATE RATE OF 120 o DENOTES POWER POLE GR =GRADE N 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL LBs PER ACRE. LEGAL DESCRIPTIONS: MANHOLE,INLET AND CATCH BASIN FRAMES AND R - DENOTES HYDRANT EL =ELEVATION 21< D4 -� DENOTES WATER VALVE EOP =EDGE OF PAVEMENT u= GRATES/COVERS TO GRADE JUST PRIOR TO CURB INSTALLATION 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT TAX ID 00461801700100: Q EX =EXISTING w o AND/PAVING. SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES,OR 3,000 POUNDS LOTS 1 AND 2,AND THE EAST 25 FEET OF THE SOUTH HALF ID - DENOTES WATER METER EG =EXISTING GRADE Z z PER ACRE. OF LOT 5,BLOCK 9 DENOTES LIGHT POLE $ FF =FINISHED FLOOR 12. ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND W M g 17,HALLER CITY,ACCORDING TO THE PLAT THEREOF o o o-- DENOTES CHAIN LINK FENCE w o_ FG =FINISHED GRADE IN OPERATION PRIOR TO,OR IN CONJUNCTION WITH,ALL 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS.WHEN ACTIVELY RECORDED IN VOLUME 2 OF PLATS,PAGE 22,RECORDS OF FL =FLOWLINE W N -� DENOTES EDGE OF ASPHALT N w CONSTRUCTION ACTIVITY,UNLESS OTHERWISE APPROVED BY WORKING WITH THE SOIL STOCKPILE,STABILIZATION BY GROUND COVER BMPS SNOHOMISH COUNTY,WASHINGTON. O o THE CITY. SHALL OCCUR AT THE END OF EACH WORK DAY. -� DENOTES PROPERTY BOUNDARY IE =INVERT ELEVATION O ss DENOTES SANITARY SEWER ESCAPE=LANDSCAPING W w z SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF LT =LEFT W > Q z 13. DETENTION/RETENTION PONDS WITH SIDE SLOPES STEEPER THAN 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE WASHINGTON. oHP -� DENOTES OVERHEAD POWER Q M.I.C. =MONUMENT IN CASE 3:1 OR WITH A MAXIMUM WATER DEPTH GREATER THAN 3 FEET BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE so DENOTES STORM DRAIN D z° TAX ID 00461801700300&00461801700502: NO. =NUMBER y F- Z SHALL BE ENCLOSED WITH A VINYL COATED CHAIN LINK FENCE. PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL oHT -� DENOTES OVERHEAD COM.LINE LU F_ o LOTS 3 AND 4,AND THE EAST 25 FEET OF THE NORTH HALF PC =POINT OF CURVE ++ Q W PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. -------- DENOTES BUILDING OVERHANG H N OF LOT 5,BLOCK 17,HALLER CITY,ACCORDING TO THE PT =POINT OF TANGENT H W o u 14. BIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE (� s o - - DENOTES PLAT LINE RT =RIGHT o CONSTRUCTED,BEDDED OR SEEDED AND IN OPERATION PRIOR 15. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS,PAGE V V Z o h 22,RECORDS OF SNOHOMISH COUNTY,WASHINGTON. 1o0^, -�-- DENOTES SPOT ELEVATION STA =STATION ( Z TO,OR SODDED IN CONJUNCTION WITH,ASPHALT PAVING.THE CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE -.100- - DENOTES 2'CONTOUR INTERVAL ELEVATION STD =STANDARD p J O J z VEGETATION IN THE BIO-SWALE MUST BE WELL ESTABLISHED TESC MEASURES BECOME DAMAGED. SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF TOG =TOP OF CURB L J N 1 w BEFORE PAVING BEGINS. WASHINGTON. TOP =TOP OF PAVEMENT d Q ~ Q 16. UPON COMPLETION OF THE PROJECT,ALL BMP'S SHALL BE REMOVED FROM THE DETAIL AND SECTION REFERENCING y 15. STORM WATER RETENTION/DETENTION FACILITIES,STORM SITE AND RIGHT OF WAY. IF BMP'S ARE REQUIRED TO REMAIN IN PLACE FOR DATUM:NAVD88 TOPS =TOP OF STAIR Sheet Contents: w TYP =TYPICAL DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND FURTHER PROTECTION,ARRANGEMENTS FOR REMOVAL SHALL BE MADE WITH ¢ DETAIL REFERENCE NUMBER NOTES CLEANED BY THE DEVELOPER PRIOR TO THE CITY'S ACCEPTANCE THE CITY INSPECTOR. BASIS OF BEARINGS:MONUMENTS IN BURKE AVENUE s OF THE PROJECT. PER SURVEY AFN 200803075121 9 SHEET ON WHICH DETAIL APPEARS 17. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED NOTE: R2VISIOnS: N 16. WHEN INFILTRATION FACILITIES ARE CONSTRUCTED,COMPACTION STATE TO THE MAXIMUM EXTENT PRACTICABLE. ALL AREAS SUBJECT TO DETAIL REFERENCE NUMBER u w OF SOIL IS NOT ALLOWED,AS THE DESIGN IS BASED ON NATURAL CLEARING AND GRADING THAT WILL NOT BE COVERED BY IMPERVIOUS SURFACE, ELEVATIONS ESTABLISHED FROM FIELD TITLE 4 Rev. Date w SOIL IN THE ORIGINAL LOCATION.VEHICLES AND/OR INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL MEASUREMENTS. (SCALE) 9 SHEET FROM WHICH DETAIL WAS TAKEN ww>" CONSTRUCTION EQUIPMENT SHALL NOT BE DRIVEN OVER THE FILL OR SLOPE SHALL,AT THE PROJECT COMPLETION,DEMONSTRATE THE INFILTRATION AREA DURING CONSTRUCTION. REQUIREMENTS ESTABLISHED IN T5.13 OF THE 2014 SWMMWW,POST BOUNDARY ESTABLISHED PER RECORD OF SURVEY UNIFORMLY SPECIFIES THAT DETAIL IS w CONSTRUCTION SOIL QUALITY AND DEPTH.e AFN 202008135002 UNIFORMLY TYPICAL THROUGHOUT 17. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL PROJECT EXCEPT WHERE OTHERWISE NOTED.) s f ELEVATIONS ESTABLISHED BY RTN GPS ("VAR"SPECIFIES THAT DETAIL WAS CONDITIONS DIFFERENT FROM THAT SHOWN IN THE PLANS OBSERVATIONS WITH CORRECTIONS FROM W.S.R.N. TAKEN FROM SEVERAL SHEETS.) DURING INFILTRATION SYSTEM INSTALLATION,THE CONTRACTOR w SHALL NOTIFY THE CITY INSPECTOR. NOTE: A A Drawn By:GS UTILITIES SHOWN PER AS-BUILT SURFACE FEATURES 32 SECTION A-A IS SHOWN ON SHEET 32. Checked: DO,SG AND CITY OF ARLINGTON GIs DATA. U o Date: 10/14/21 Job No.: m o 656 .0 Sheet No.: wo< ohoSECTION A-A 30SECTION A-A IS TAKEN FROM SHEET 30. Aga CO2 A�� -<P 10 5 0 10 20 0- LL architects MOUNT VE NON SCALE IN FEET a/ P(360)336 2155 or 204 West Montgomery Street Mount Vernon,WA 98273 — — — — — — — — — — — — — o — — — � — — —— www.hkpa.com ss ss ss ss ss ss KEY NOTES: °2 DETAIL/ o� o KEY NOTE: SHEET of F , — ' — — — — � — A- — — -- — INSTALL TEMPORARY INLET o CATCH BASIN Q 42 structural PROTECTION ON EX SD or o _ RIM EL:98.08' SD INLET OR CLOSEST SD A/C06 12"CONC W IE=95.58' CATCH BASIN END.TACK IN LEAD, 2210 Riverside Drive INLET DOWNSTREAM OF sDl w 6"PVCSIE=96,25' SW P:360.geng 10 6"PVC N IE=96.08' BURKE AVENUE (SR 530) / SDI RIM EL:99.27' C/L R.R.TRACKS I Sutle110 SITE 6"PVCSIE=97.' 9/27980 Mount Vernon,WA98273 ww'dcgengr.om ASPHALT S 6"PVC N IE=97' INSTALL TEMPORARY —sD sD sD ° s^ ° ce STABILIZED CONSTRUCTION B/C06 ° a ooy ENTRANCE ♦ CONIC WALK Q' N o �p�°F wAB NOS INSTALL APPROX 70 LF I y.ig d PP PERIMETER PROTECTION C/C06 10"VAULT� 2u°o1.1n AS NECESSARY BY 2s0o — `b 0000 9 1. �114DSCAPING ¢ a 32 0 CONTRACTOR •/ - .�, .< iovdwoo i o ° OTKC RFG18TE1•E�(j�� Q TREE PROTECTION FENCING N • SS70NAL fcCt< d CONCRETE CONTRACTOR TO SWEEP PARKING LOT 4 TAX ID .. a.rs '._ .03' ,� ` .9 WOOD STREET DAILY OR MORE 0046'8��170F 50� �m —100 O� CONC e PLANTER OO O s© OFTEN IF NECESSARY TO I' 4 STEPS w/sicN CONC.WALL 4' 41 LOT4 '• .�•' x0 M REMOVE TRACKED w/CHAINLINKFENCE '" __ s4.. N SEDIMENT GATE — —..WALKWAY T — �2102e ---o— 4— 'jr E ASPHALT 0 I .� 00 OBUILDING TO BE I RAMP f N Q tLl DEMOLISHED I, a F olso FLooRCARAGE p, a FINISH FLOOR •• •04 • — y HT OHT I a Z • •... t — — — — — —102.48 — — — — — A ° Q 4• ,.'I. / TAX ID CONC.STEPS FINISH FLOOR /. " > y 102.47 ° \> Z SLOT DRAIN . 00461801700300 I \ I U W O .,'• '�. 4,995S.F. CONIC.STEPS 4 '_ 1 NOTE: CONC., i. �? BUILDING LOT I CONIC ° � `� v 9 a.....I. PARKING... 4 - S II ~ O J 1. THIS PLAN IDENTIFIES THE MINIMUM TAX ID a I 2'X3'AC HEATPUMP UNITS p d o I N W 0046TAX 0501 , - I` ATTACHED TO WALL I' MEASURES REQUIRED;ADDITIONAL a n I I . F G 5.00 MEASURES MAY BE REQUIRED BASED ON m 'I CONSTRUCTION METHODS AND ACTUAL WOOD FENCE r CROSSES PROP.LINE Z AREA OF DISTURBANCE. 0.96'E OF CORNER _{ 0 1 z Y -------- 25.00' S90°00'00"E-100.00' �. o 1.29 / oX LEGEND: - I GRASS c GRAVEL DRIVE o I � I• o STABILIZED CONSTRUCTION . 0 o ENTRANCE I a :• Q J--zaTz--------------- GRASS oLL —x— PERIMETER PROTECTION r I r o zU , —I '. TAX ID C / ��¢ ` STOCKPILE LOCATION o 004618017001o0 <w � � '�I .f 6,243 S.F. I P NT CE _ a W O m BUILDING ( GRBSPr — '. I ° <w 3 — / — — — — — FINISH FLOOR '• F = o pI. \ - 102.52 (PORCH aI U z a ! \ / BUILDING •.Q O d wo ZI ti o w p ASPHALT '_. 4 CONIC.STEPS CONIC.STEPS Z z :.• CONC. °o.: I aI I , OT 1 PLANTER BOX LIJ I I' W yJ 1 '�.j¢ L-- — --- J GRASS E _ ° I > 00 w z I _ GRAVEL : {r� GRASS N O ¢i •, , / a•._ PP EXTRUDED CURB LINE , N O I W w 1.43 Q J� ` ----GRASS --- 2O , 590 00'00"E • ,„ „ ,„ ,,, dH .O 9 ( VD I ER 0 U) z.— _ 10000' • • dHO�dF TB ARL.138-19-1 I� I Q —OHPOHP OHPOHP OHP OHP , O r SET 60d ON N.SIDE POW _ POLE#460 0.05'HIGH C O Q • ASPHALT Q ELEV. 1'NA 88 L LU �•,• O O h O I B U Z Z ZN ra /OQ 1 ASPHALT IJ LU a o I O J N F Q Q o a Q ti Q n/ O Sheet Contents: e a EXISTING CONDITIONS& °�a ryoF o I TESC PLAN >< / G � Revisions: s 16 zo o o I Rev. Date FN o Wa o 0 o \ I Drawn By:GS y„ I Checked: DO,SG z.o U z U Date: 10/14/21 Job No.: m s 656 w w Sheet No.: LL, w0U ONO Aga 03 A�� o 6 _<p 10 5 0 10 20 o/ architects MOUNT VERNON SCALE IN FEET Oi P:(360)336-2155 204 West Montgomery Street o Mount Vernon,WA 98273 ss ss ss ss ss ss ss ss ss�ss ss www.hkpaxom KEY NOTES: LEGEND: 89 KEY NOTE DETAIL/ EXISTING CONCRETE -9 — — — SHEET PLATCENTERLINE-ASBUILTTONORTH _ S90000400"E — — ——O _ i _ , O PROPOSED CONCRETE WHEEL STOPS(TYP) - �� CATCH BASIN FOG LINE 4 �~ PARKING STALLS TO BE PROPOSED PERVIOUS ASPHALT RIM EL:98,08' 02 0 12"CONC W IE=95.58' CATCH BASIN FND.TACK IN LEAD, 2210 Riverside Drive O2 RE-STRIPED TO BETWO(2) - 6•PVCSIE-96.25• a STANDARD PARKING STALLS 6•PVCNIE=96.08' BURKE AVENUE SR530 / 6"PVCSIE=97.' W:360.899.1110 EXISTING GRAVEL / RIM EL:99.2] C R.R.TRACKS I PARKING STALLS TO BE ASPHALT ` az 6"PVCNIE=9A]' F o srznsa° MounVernoSuitegWA98273 dogengtoom O3 RE-STRIPED TO BE THREE(3) - SD SD Os� o COMPACT PARKING STALLS + 5 o �o s ocy ° 2 WALK t 4 ' • a °/ QQ' OF wAsy n. O ADA COMPLIANT VAN STALL 90-GONG O P �cs9 J . olYs9n dfi 10"VAULT .'d.. • O STRIPING a�. 2500 1 000 9 LANDSCAPING . �. r T 5021-0 q1r4 Os RAILINGS PER ARCH PLANS iOVdwoO�' • • fO° h •� CO ETE 9sTL PARKING COUNT: �$ PARKING LOT NALE SAX ID $ S . , WOOD 0046 801700502 • •-100 -jam °a , PLANTER O 4�S F .,• cm t 4 O CONC' . BOX - STANDARD PARKING 90°STALLS: 12 4 STEPS wislGN CONC.WALL 9 -� .& LO Q P' O M ADA COMPLIANT 90'VAN STALLS: 1 W/CHAINLINK FENCE GATE • COMPACT PARKING 90°STALLS: 3 wALKwAV « Lt ASPHALT N o I = TOTAL STALLS: 16 RAMP 4 FINISH FLOOR GARAGE•, f_ -ONC. - - JT a100. ` 5 a. I aWs ]0 FINISH F FT > 102.48 Z C STEPS f FINISH FLOOR \ LL TAX ID 102.47 O.. r Z SLOT DRAIN _ o6as16onoo3o0 16.34 Cl) O 4,995 S.F. CONC.STEPS aLU 1f 0d �I T OT3 O O CONC o BUILDING NC O i _ gn .05 �; ' I � � ZJ TAX 10 2'X3'AC HEATPUMP UNITS '2 a e 3 ,O T° ATTACHED TO WALL .�, 1 O Q a 00461801]00501 S.00 .' aco -4.•u wa WOOD FENCE < ,u o w CROSSES PROP.LINE 0.96'E OF CORNER 0 I O I Z U • 25.00' S90'00'00"E- 00.00' '4 0�?-�°' ,, s ---------- 6 . I 1.29 ( I O GRASS og L, FGRAS o m15oI I I PROPOSED ADDITION 14 a01 r 1. (+/-2500 SF) 19.0' a, '. ° WO FBUILDING — 15 Cl) —� � } ww_ a z 6 3 O O Z_ w o ASPHALT I I .• 0, >y II' 6 ■ O I rc a - .cdNc 6 6• o I H N • —— a — i IyJ N p, 6.0' -- — 6.0' a o I LU 00 GRAVEL d GRASS 00 °• F O, EXTRUDED CURB - W a a ' ¢2 7.43 ---------- ° •'. 2237'. ONLINE 21.11 u, ° I Uj a JL 00 OHP OHP OHP I A OHP 0000"E ... SET ill ON N.SI 3 `50 �' 0000' o dHO�dH —dHO= SET fiOtl ON N.SIDE POWER r Z O , 25.00' " ` U 1. GRASS S90 J POLE#4600.05'HIGH $ r O " ASPHALT ELEV.100.91'(NAVD88) �+ a LU �< Ora Z Q LI.I o Iz r LU F- O V Z oN � Z VZ i S ASPHALT LLI O 1 J w o 0 I` / Q Q a L J N >w tiry , o (L a= O� POIr, � .. z am wye o s tiOe a Sheet Contents: oe $V Jp'O ua x/ e�� 1 o� d I Revisions: N o mu, 6 / 0 20 0 Rev. Date ww y se 1 T �n � a Qe o U7 �e p no O H Drawn By:GS >w h Checked: DO,SG z,o U o Date: 10/14/21 Job No.: m s 656 w w Sheet No.: LL, LL0 ova Aga 04 o 10 5 0 10 20 o architects MOUNT VERNON SCALE IN FEET oz ` P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 ss ss cvsvw"hkpa.com KEY NOTES: LEGEND: KEY NOTE DETAIL/ EXISTING CONCRETE SHEET _ _ _ _ _ _ _ _ _ _ _ __ _ _ __ _ _ _ _ _ _ _ _ , O DOWNSPOUT LOCATION G/C07 PROPOSED CONCRETE CATCH BASIN v, O2 53 LF 6"SO @ 1.00% E/C06 PROPOSED PERVIOUS ASPHALT RIM O C oB' WIE_ p /� Q p CATGF_6"PVCSIE 96,08' BURKE AVENUE SR 530 ' 6RIM EL PVCS§.�. i <i .,.,n• I 2210 Riverside Drive P:360.899.1110 �F PVCSIE=c 9/y196(' SUte 110 ° Mount Vernon WA 98273 wnv.•'dcgengr.com CB TYP 1 � 6"PVC N IE=96.08' RIM 100.50 EXISTING GRAVEL � � / O 6"IE(S)97.70 D/C06 -SD- PROPOSED SD PIPE -SD S_ 6"IE(N)97.60 o g a O PN OF 6"SDCO - - ROOF DRYWELL CONTRIBUTING GONG.WALK WA 40 RIM 100.52 F/C06 AREA 6"IE(E)98.50 %10"VAULT ,a �ZA Qilso 0" 2500' ° - - 1 000 /a LANDSCAPING I 2022.0.0 OMODIFIED INFILTRATION o a I O 5 H/C07 i0VdwO0 o �0 p� DRYWELL(23'X 6'X 4') °c�RF�1srEaEO G`' S a D S�ONAL E 6"SDCO - 6 CONCRETE - Os RIM 101.24 F/C06 PARKMGLOTZ - - wooD "AX ID o� �'' S • ^ 0046 801700502 -in0- O TA ° ° PLANTER O 6"IE(S)99.00 49 S.F. - - - _ - - - - o CONIC STEPS W/SIGN 0 69 LF 6"SD @ 1.00% E/C06 GONG.WALL o W/CHAINUNK FENCE OS 5 LF 6"SD @ 2.00% GATE WALKWAY ASPHALT o I 00 RAMP 6"SDCO FINISH FLOOR GARAGE O g O9 RIM 100.60 F/C06 100.70 ° 6"IE(S)97.80 - - - - FINISH FLOOR�• - - HT OHd I O Z LLI Q 10 3 LF 6"SD @ 2.00% E/C06 <. STEPS FINISH FLOOR a • ° `Q` TAX ID / ,^ Z SLOT DRAIN I 00461801]00300 11 IE 98.47 - a °1. 4,995 S.F. CONC.S7EP5 6 • a 1 I� W O EXISTING BUILDING �° o ,2 45LF6"SD 1.00%MIN _ ,d. og Lora �EGN.10�.142i@ GONG. FFE: 102.47Z s sa >= ~ ZJ TAX ID 2XATTACHED TO WALL J_" O g aINNOTE: 00461801]00501 ° ° ° U 5.00 O p �1.FOOTING DRAINS TO BE TIED INTO PROPOSED WOOD FENCE clzo96E PROP.LINE- EG 100.56STORM SYSTEM IN THE FIELD.CONTRACTOR TO ENSURE POSITIVE SLOPE TOWARDS INFILTRATION oss'EOFcoRNERz5o0' - - FG 100.66 00 „_� EG 100.62 I Z DRYWELL. 129 -FG 100.64 FG 102.47 / o° IS. - GRASS '� « • �° w ° f 0 p g^ CW 100.59 EG 100.68 0, FG 101.08 h Q U W CW 100.64 o N w g a I W J 2 a y PROPOSED ADDITION I e �° EG 100.74 U iLL _ xID FFE: 102.47 CW 100.51 ooas no Ao FG 101.16 s EG 100.76 0 U o S: CW 100.4R8Ass 2 I W p N e BUILDING I EG 100.77 (n 3 FG 100.46 s r P° EG 100.48 ASPHALT ° FG 101.24 e ° Z z z FG 102.47 FG 102.47 ,O a G 100.84 w I rc a EG 100.44J , cc vc aa. o I M W w EG 100.4 s sD sD s EG_100.89 I I j N �> 1 12.4% - --- > y- 4 >✓ GRASS • 11 ° 00 U GRAVEL a a'° �- 7EXTRUD °- • <• JA EG 100 57 EG 100 63: ED CURB 9 " 0) W Q �i 43 ____-_-_-- ON LINE BOTS101.44 CW101.24 0 I W � - Gloss sso°oo 0o E FG 102.44 I\ v OHP.,, ° TOPS 102.44 ., ., ° _ TBM ARL.13&19-1 g a _ 100.00' OHP� dHO�dH -dH0 SET 60d ON N.SIDE POWER g J I- Z z0 OHP OHP 2500' OHP EG 160.61 POLE#4600.05'HIGH a Q) N EG 100.72 Y ASPHALT❑ ELEV=100.91'(NAVD88) Q W O �a or i O ? o Iz V � � Z O> i y O,Te ASPHALT J w o •� J J 0 sw www. 5 F �¢ hoFe o Sheet GRADING&DRAINAGE PLAN U >,� �Q �� a Revisions: UW z w 16 j zP o 20 o Rev. Date �w >� ze 1 1 10/07/2022 DESIGN REVISION wN / o U� I 0 Zw o^ Drawn By:GS Checked: DO,SG w,;� Date: 10/07/2022 U�U Job No.: m o 656 Sheet No.: w0S C05 o0o U�6 Plan View A Drain ,�-�4° Cko%.b o Vcb Grate � �00• Epp• °O NO architects O DOV OOO : -•OQ MOUNT VERNON Rvo Op o pQ P:(360)336-2155 •eo}y� 00' O b Qd Concrete 204 West Montgomery Street OOOOVVVV'""'" ;o d- q a Q�a' R °O Block Mount Vernon, 98273 .0 T,>T�T,..>keern,� �J o° O• o O. 10 Gravel , Q o Backfill o O UF W_ XQ �.°.,p Y2210 Mount V`m n,I WA 98273 �+wK3Acgen.1110 .Y Driveway shall meet the s�lce 110 � requirements of the .dc9en9r.cOm permilttng agency It is recommended that p� wAooho the enlrance he OP¢ aTv crowned so that runoff oad drains off the pad b Section A A 000CTC(C Block Wire Screen or pn9P JOINTS IN FILTER FABRIC SHALL BE SPLICED .2021.1.14 Filler Fabric E TS AT POSTS.USE STAPLES,WIRE RINGS,OR 2"X2"BY 14 GA.WIRE OR 20 D X EQUIVALENT TO ATTACH FABRIC TO POSTS. EQUIVALENT,FOR STANDARD PO'"�c RF°�sTeQEO Gravel Backfill Over lowSTRENGTH FABRIC sSrONAL E� Water Ponding Heigh FILTER FABRIC ono "o DO_ 0 0 Water o •, O 3? Install driveway culvert N Drop Inlet \\�\\�\\�\\�\\ iI there I'a roadside 00 ��/�!�/�//�// //�/�✓f./// ditch present (' Cj) 4"•a"quarry spalls — Z LU LU Geolextile Notes: \ \� POST SPACING MAY BE MINIMUM 4"z4"TRENC Q (1)MINIMUM 1.Drop inlet sediment borders are to be used for small,nearly level drainage areas.(less than 5%) F J' INCREASED TO 8'IF W O 2.Excavate a basin of sufficient size adjacent to the drop Inlet. 12"min.thickness { WIRE BACKING IS USED BACKFILL TRENCH WITH U 3.The top of the structure(ponding height)must be well below the ground elevation downslope to prevent NATIVE SOIL OR 3/4"VEL 5 WASHED GRAVEL L runoff from bypassing the inlet-A temporary dike maybe necessary on the dowslope side of the structure. Provide full width of NOTE:FILTER FABRIC FENCES SHALL BE 2"x4"WOOD POSTS,STEEL FENCE Z J Ingresslegress area INSTALLED ALONG CONTOUR WHENEVER POSSIBLE POSTS,REBAR,OR EQUIVALENT 3 � O Figure 4.15—Block and Gravel Filter Figure 4.2-Stabilized Construction Entrance O 0 r a STORM DRAIN INLET PROTECTION DETAIL A(�03 STABILIZED CONSTRUCTION ENTRANCE�B� SILT FENCE DETAIL w NTS NTS CO3 NTS CO3 Z 0 OX r Do z_ 0 f7 no Q Do REQUIRED PAVEMENT SAW (TYP.) a w RESTORATION PER VJ U of o R/W USE PERMIT LU zo LL SURFACE RESTORATION EXISTING PAVEMENT U AS SPECIFIED(SEE SURFACE z NOTE 3) <¢ FRAME AND GRATE(OR SOLID COVER), Ni SEE APPUCA13LE STANDARD DETAILS 1. CONCRETE INLET TO BE CONSTRUCTED IN ��� \ ���\\v W O r ACCORDANCE WITH ASTM C478&C890 �/ \ UNLESS OTHERWISE SHOWN ON THE PLANS 12'\\ a? OR NOTED IN THE STANDARD SPECIFICATIONS.ALL CONCRETE SHALL BE 21 CLASS 4000. a COMPACTED TRENCH NEAT LINE(TYP.) w rc 2. REINFORCING SHALL BE EQUIVALENT TO BACKFILL(SEE NOTE 1) Z w O WELDED WIRE FABRIC(WWF)HAVING A i MINIMUM AREA OF 0.12 SQUARE INCH PER i FOOT.WWF SHALL COMPLY TO ASTM A497. W Cl) g WWF SHALL NOT BE PLACED IN KNOCKOUTS. ACCESS LID CLEANOUT SIZE PER PLAN w u 2"X4"X8"SOLID BRICK USED FOR FINAL I— CV ADJUSTMENT TO GRADE,6"HIGH MAX. 3. THE BOTTOM OF THE PRE-CAST BASE I• (SDCO) JJJ CV B SECTION MAY BE ROUNDED. PIPE BEDDING ZONE z ` 00 (SEE NOTES 2) / M O 4. PRE-CAST BASES SHALL BE FURNISHED LU4 WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"MIN. /�\/�\/�\/�\/i \/�/�\/�\/�\ W > a U¢ ALL PIPE SHALL BE INSTALLED IN FACTORY \ PROVIDED KNOCKOUTS.UNUSED KNOCKOUTS TRENCH J a %0 NEED NOT BE GROUTED IF WALL IS LEFT MATERIAL,IF ANDSTABILIZATION Z _ 1 DIRECTED.(SAME AS PIPE PIPE O.D.+ 18" N C ` 1 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL BEDDING). a O TO PIPE OUTSIDE DIAMETER PLUS CATCH ILL! LU BASIN WALL THICKNESS.KNOCKOUTS MAY of }, V o BE ROUND OR'D"SHAPED AND MAY BE UNPAVED AREA PAVED AREA ¢ c) O N RISER SECTION T"_ ON ALL 4 SIDES WITH MAXIMUM DIAMETER of 20". _J 6. THE MAXIMUM DEPTH FROM THE FINISHED 45°BEND O J CV 1 z6+ a a t� a GRADE TO THE PIPE INVERT IS 5'-0". / �w 4 M�� 7. THE TAPER ON AS THE SIDES OF THE j ,RyQI PRE-CAST BASE SECTION AND RISER NOTES; jw� SECTION SHALL NOT EXCEED 1/2"PER Sheet Contents:FOOT. 1. TRENCH BACKFILL SHALL BE: DETAILS W *PAVED AREA:GRANULAR BACKFILL AS APPROVED BY LOCAL AGENCY,OR PER WSDOT B. FRAME AND GRATE SHALL A IN 9-03.9(3),OR CDF,OR 5/8"MINUS CRUSHED SURFACING,OR APPROVED NATIVE MATERIAL SLOPE $u ACCORDANCE WITH WNG SURFACPWA COMPACTED TO 95%OF MAXIMUM DENSITY. � SPECIFICATIONS.MATING SURFACES SHALL OF 4 BE FINISHED TO ASSURE NON-ROCKING FIT +UNPAVED AREA:SELECTED GRANULAR MATERIAL WITH MAXIMUM DIMENSION OF 6"PER -- _-- —_L_-- ----_-_�— Revisions: WITH ANY COVER POSITION. 6-. �_ WSDOT 9-03.15,COMPACTED TO 90%OF MAXIMUM DENSITY. _ _ M 9. FRAME AND GRATE MAY BE INSTALLED WITH 2. GRAVEL BACKFILL FOR PIPE ZONE BEDDING SHALL BE SELECTED GRANULAR MATERIAL PER Rev. Date F i FLANGE DOWN OR CAST INTO RISER. WSDOT 9-03.12(3),WASHED SAND,OR APPROVED SUITABLE EXCAVATED MATERIAL WITH > 10.EDGE OF RISER OR BRICK SHALL NOT BE MAXIMUM DIMENSION OF 1-1/2"COMPACTED TO 95%OF MAXIMUM DENSITY BY APPROVED FUTURE CONNECTION w a MORE THAN 2"FROM VERTICAL EDGE OF HAND-HELD TOOLS. CATCH BASIN WALL. WYE e 3. EXCAVATE FOR THE PIPE BELL TO ENSURE UNIFORM SUPPORT FOR THE PIPE BARREL. N 4. UNPAVED AREA SHALL BE RESTORED WITH 4'TOP SOIL,FERTILIZER AND SEED,OR AS CLEANOUT PLUG e PRE-CAST BASE SECTION SPECIFIED. PAVEMENT RESTORATION SHALL BE DONE PER RIGHT-OF-WAY USE PERMIT,OR AS SPECIFIED. �E (MEASUREMENT AT THE TOP OF THE BASE) 0 1.ry G w2 DBPABTMBNT OF PUBLIC BOBxs STANDARD DETAIL toy O ° DRPARTYxtiT OF PUHLTC AOlt&4 STANDARD DETAIL Drawn B GS NN G " wm STANDARD DETAIL NUMBER o " �nvNo STANDARD DETAILS NUMBER STORM DRAIN NTS ANOUT DETAIL F Y z o C Checked: DO,SG m�� •q p'Z CATCH BASIN TYPE L SD-020 ',,e OZ TYPICAL TRENCH DETAIL W-270 CO5 Date: 10/14/21 a>U LINGO LING't ZU Job No.: Imo 656 =ww CATCH BASIN TYPE 1cATCH BASIN TYPE DETAIL TYPICAL TRENCH DETAIL E Sheet No.: LL, 1116 NTS C�rJ NTS CQrJ oro a 3'a -<T architects ROOF GUTTER MOUNT VERNON P:(360)336-2155 PROPOSED 204 West Montgomery Street BUILDING CATCH BASIN Mount Vernon,WA 98273 ROOF (YARD DRAIN) 23'x6'x4'HOLE FILLED WITH www.Lkpa.com DOWNSPOUT 1-1/2"-3"WASHED DRAIN DOWNSPOUT INSERTED ROCK. INTO RISER WITH ADAPTER r FLOW I - - - - - - - - /i n. /III, SLOPE TO STORM I ° SIDES AND BOTTOM I I zzlo Suite 1ae DnVe P.360.899.1110 m- LINE WITH A STORM 90' d OF HOLE LINED WITH Mount Vemon,WA 98273 wwwAcgeng-on, CONNECT TO STORM LINE PVC ELBOW FILTER FABRIC — — — — — — — — — — — WITH A WYE OR A TEE (GRADE DOWN TO ° so MAIN) a DRYWELL PLAN VIEW "5"o^a5 .2021.1.14 ROOF 'S/ONAL 4"OR 6"PVC DOWNSPOUT (SLOPE PER q. PLAN) PROPOSED CATCH BASIN OVERFLOW (YARD DRAIN) PERVIOUS PAVEMENT Cl) N 04 SPLASH BLOCK = 00 ROOF DRAIN CONNECTION DETAIL G Q LU a NTS C�cJ Z a FLOW - > ~ Z FINE MESH II I�I V W O SCREEN 23'x6'x4'HOLE L FILLED WITH III — MIN.4"DIA.PVC Z Z J 1-1/2"-3" WASHED DRAIN I 3 d O ROCK. O Q r Q TOP AND SIDES OF I II a HOLE LINED WITH FILTER FABRIC ......... - m ......._.. ........... w 15' U MIN Z 0 0o GROUNDWATER SURFACE go DRYWELL SECTION VIEW ELEVATION a w (n Um W o. MODIFIED DRYWELL DETAIL H V a NTS C05 a.. z" W o F (n am U? Q w y Z_ o Q Z W Cl) wa F- N > W N u > 00 wz (AWa wz W > � ci F- 0 LU 0 o� QUZZ zN J J -� � J � � a z Q Q >w <w Sheet Contents: UQ ul DETAILS $U >Q U.. Revisions: Rev. Date UW N.- jn QO UN Q� D_H o Drawn By:GS Checked: DO,SG z U o,o Date: 10/14/21 Job No.: .0 656 2 u,w Sheet No.: LL, o LL�U C07 ono cQiga -<p architects MOUNT VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 w .hkpa.com (� W BURKE AVENUE V N flo> 00 IM -- ---- W W Q } ~ z — — - - - - — - - - - - - - - - - - - - - Q � WO Wz � � L 4) V z W Z — J 3 J W CM--- I-- - ---------- O Q > ----- - --- I 1 o \ o I f i EXISTING BUII DING I Q W W (� II. LU LL I z Q LU --� —— i W J _ _ h. Z I W Cq C Uj 04 EXISTING PROPOSED ADDITION i 00 GRASS O) LLI Q EXISTING R .. 4) U Z Z CONCRETE I +' N EXISTING ---- - '-r` ---------- --"--r .-----------� d Q GRAVEL ---------------.-_--_ ® Q f SLIDING GATE '��` '�� _ 'X Sheet Contents: — — — — — 7r. LANDSCAPE PLAN �x rtiAx<<�S„Ce a>f —.._� Revisions: C�a° a 2 �a � a ALLEY Rev. Date S Cntt�q Ce-b—r �er,tl Drawn By: Checked: t 0o1 moo� (�Tt l( Date: 09/02/2022 Job No.: 656 LANDSCAPE PLAN Sheet No.: 332� -0� L 1 .0 SITE PLAN GENERAL NOTES SITE PLAN LEGEND DEMO FLOOR PLAN GENERAL NOTES DEMOLITION LEGEND 1. SEE A0.20 FOR REQUIRED NUMBER OF PARKING STALLS AND 1. MECHANICAL WORK IS DESIGN-BUILD. PROPOSED NUMBER OF PARKING STALLS. PROPERTY LINE COORDINATE WORK WITH ELECTRICAL DEMOLISH/REMOVE AND DISCARD architects 2. SEE AO.20 FOR REQUIRED NUMBER OF BICYCLE RACKS AND SUBCONTRACTOR. iZ� REMOVE;STORE FOR REINSTALLATION PROPOSED NUMBER OF BICYCLE RACKS. — — SETBACK 2. ELECTRICAL WORK IS DESIGN-BUILD. 3. SEE CIVIL DRAWINGS FOR STORMWATER MANAGEMENT. COORDINATE WORK WITH MECHANICAL MOUNT VERNON 4. SEE SURVEY FOR EXISTING UTILITIES AND SITE CONDITIONS. ——— ADJACENT PROPERTY LINES SUBCONTRACTOR. 0 EXISTING,TO REMAIN p;( G)336_2155 5. ELECTRICAL,WATER,AND SEWER CONNECTIONS TO BE 3. PRESERVE&PROTECT ALL EXISTING ITEMS 204 West Montgomery Street DESIGN/BUILD BY ELECTRICAL AND PLUMBING NOTED TO REMAIN OR NOTED"NO WORK". Mount Vernon,WA 98273 SUBCONTRACTORS. 4. DEMOLISH EXISTING GWB AND OTHER WALL Moon Vernon,W 6. THERE ARE NO REQUIRED SETBACKS FROM ARTERIAL AND FINISHES AS REQUIRED TO COMPLETE NON-ARTERIAL ROW LINES.SEE AO.10. MECHANICAL,ELECTRICAL,AND PLUMBING WORK. 6961 REGISTERED ITECT IAN-D. PPE STATE OF WASHINGTON EXISTING CATCH BASIN,TYP. CS9MUOO"E) 12 rIF I =— s.55' CATCHEL e,�w A E Rut EL BURKE AVENUE(SR 530)(PRIMARY ROUTE) �b p,,C 9,3 N IF 9 n. • - - EXISTING PARKING:16 STALLS LU PRESEto M t-r �.. • > _d EXIST NRG LANDSCAP NG PROTECTVE AND U C4 a � "4• 6 6 .� E�tiat c' tTsc.� .I �� a)rc -T• a 8 °9 EXISTING PARKING TO BE W a So SETBACK,TYP. a o RESTRIPED,SEE SITE PLAN. U) a 5 , iaot 49 1- °.. • .. �° VC F . Q Q 0 ,. 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Date PRESERVE AND PROTECT G EXISTING SIDEWALK IN AREA OF WORK TAX ID 00461801701500 �� TAXID 00461801701700 Drawn By:CB,KV Checked: CB,BP Date: 1 011 4/2 0 2 2 Job No.: n 656 SITE PLAN-DEMOLITION Sheet No.: 3/32"=1'-0" A1 .00 SITE PLAN GENERAL NOTES SITE PLAN LEGEND 1. SEE AO.20 FOR REQUIRED NUMBER OF PARKING STALLS AND PROPOSED NUMBER OF PARKING STALLS. PROPERTY LINE architects 2. SEE AO.20 FOR REQUIRED NUMBER OF BICYCLE RACKS AND PROPOSED NUMBER OF BICYCLE RACKS. — — SETBACK 3. SEE CIVIL DRAWINGS FOR STORMWATER MANAGEMENT. MOUNT VERNON 4. SEE SURVEY FOR EXISTING UTILITIES AND SITE CONDITIONS. —— ADJACENT PROPERTY LINES P:(360)336-2155 S. ELECTRICAL,WATER,AND SEWER CONNECTIONS TO BE 204 West Montgomery Street DESIGN/BUILD BY ELECTRICAL AND PLUMBING SUBCONTRACTORS. Mount Vernon,WA 98273 6. THERE ARE NO REQUIRED SETBACKS FROM ARTERIAL AND www.hkpa.com NON-ARTERIAL ROW LINES.SEE AO.10. 6961 REGISTERED ITECT IAN-D. PPE } STATE OF WASHINGTON I -- ADA COMPLIAN VAN STALL BURKE AVENUE(SR 530)(PRIMARY ROUTE) EXISTING LANDSCAPE BED PARKING STALLS TO BE STRIPING,SEE CIVIL. TO REMAIN RE-STRIPED TO BE TWO(2)STANDARD J EXISTING ELECTRICAL METER PROPOSED BIKE RACK (n PARKING STALLS , / W M 1 2 �a a, U N N EXISTING CHAINLINK > 00 FENCE TO REMAIN 5 6 7 8 9 10 a) EXISTING TREE AND W LU > Q <<<yyy 4 LANDSCAPE BED TO Q EXISTING SLOT DRAIN I y // _ °°a REMAIN LUz � � EE EXISTING L DUMPSTER AREA <� ____ ________ __—____.____________ ° `. rJ Z — EXTERIOR WALL-MOUNTED W N J ' ^-ON °a RAMP DOWN LIGHT FIXTURE,SEE ELECTRICAL O Q I. UP C � J � tiQ i •�DN o I rc U 7 Z I - EXISTING BUILDING 11 a w o W �12 o I u W 3 WHEEL STOPS,SEE CIVIL. fn Uj Q L _eg, __- -_ _ OO 0 ,�13 a (� EXISTING MECHANICAL I — � - — — s9o�o6'00� boo' Yo. 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Date CL Z m CLEANOUT,TYP.,SEE CIVIL a SCREEN TYPE A TAX ID 00461801701500 +"+ TAX ID 00461801701700 r + EXTERIOR WALL-MOUNTED 6'-0"CEDAR FENCE WITH 2" I LIGHT FIXTURE,SEE ELECTRICAL GAPS Drawn By:CB,KV Checked: CB,BP Date: 1 011 4/2 0 2 2 Job No.: 656 1 SITE PLAN-CUT AT FIRST FLOOR L 3/3Z.=1'-0" Sheet No.: A1 .01 ALL CR AT RES V TERINARY SERVIC S A ITION ALL CREATURES VETERINARY SERVICES 720 N . WEST AVE. ARLINGTON , WA 98223 QUARTER SECTION TOWNSHIP RANGE SE 2 T31 N R 5E PROJECT NO. 656 PROJECT TEAM DRAWING INDEX OWNER STRUCTURAL ENGINEER A0.00-C COMMERCIAL COVER SHEET A2.13 FIRST FLOOR PLAN-ADDITION CASEWORK&EQUIPMENT PLAN E1.00 LEGEND ALL CREATURES VETERINARY SERVICES A2.14 REFLECTED CEILING PLAN E1.01 SITE PLAN-ADDITION-ELECTRICAL 720 N WEST AVE DAVIDO CONSULTING GROUP A0.10 GENERAL NOTES,LEGENDS,SYMBOLS&ABBREVIATIONS A2.20 ROOF PLAN-DEMOLITION AND ADDITION ED1.11 FIRST FLOOR PLAN-DEMOLITION-ELECTRICAL ARLINGTON,WA 98223 2210 RIVERSIDE DR#110 A0.20 CODE INFORMATION AND DIAGRAMS A2.40 ENLARGED PLANS AND INTERIOR ELEVATIONS E2.11 FIRST FLOOR PLAN-ADDITION-LIGHTING PH:(360)435-8929 MOUNT VERNON,WA 98273 A0.21 CODE INFORMATION AND DIAGRAMS A2.41 ENLARGED PLANS AND INTERIOR ELEVATIONS E3.11 FIRST FLOOR PLAN-ADDITION-POWER DR.TIM CAVANAGH PH:(360)899-1110 JORDAN JANICKI A0.22 CODE INFORMATION AND DIAGRAMS A3.10 EXTERIOR ELEVATIONS E3.20 ROOF PLAN-ADDITION-POWER JORDAN@DCGENGR.COM A0.30 BUILDING ASSEMBLIES A3.11 EXTERIOR ELEVATIONS E4.00 ONE LINE DIAGRAM SURVEYOR A0.31 BUILDING ASSEMBLIES A3.12 EXTERIOR ELEVATIONS E5.00 SCHEDULES A3.13 EXTERIOR ELEVATIONS E5.01 SCHEDULES CASCADE SURVEYING&ENGINEERING,INC. HVAC DESIGN/BUILDER 1 OF 2 SITE SURVEY A3.20 EXTERIOR DETAILS PO BOX 326(105 EAST DIVISION STREET) 2 OF 2 SITE SURVEY A4.10 BUILDING SECTIONS PH:36)43 WA 98223 COZY HEATING A5.10 WALL SECTIONS&DETAILS PH:(360)435-5551 20221 67TH AVE NE ARLINGTON,WA 98223 C01 COVER A6.30 CASEWORK DETAILS PH:(360)435-4904 CO2 NOTES A7.10 DOOR SCHEDULE,TYPES&DETAILS ARCHITECT CO3 EXISTING CONDITIONS&TESC PLAN A7.20 WINDOW SCHEDULE&TYPES HKP ARCHITECTS PLUMBING DESIGN/BUILDER C04 SITE PLAN A7.21 WINDOW DETAILS 204 WEST MONTGOMERY STREET COS GRADING&DRAINAGE PLAN A8.10 SIGNAGE PLAN,SCHEDULE&TYPES MOUNT VERNON,WA 98273 TBD C06 DETAILS PH:(360)336-2155 C07 DETAILS Si GENERAL NOTES BRIAN POPPE,PARTNER-IN-CHARGE S1.1 GENERAL NOTES(CONT.) BPOPPE@HKPA.COM ELECTRICAL ENGINEER L1.0 LANDSCAPE PLAN S2 FOUNDATION PLANS CHRISTINE BALDWIN,PROJECT ARCHITECT TFBW ENGINEERS $3 MAIN FLOOR FRAMING PLAN CBALDWIN@HKPA.COM 1200 WESTLAKE AVENUE NORTH A1.00 EXISTING SITE PLAN-DEMOLITION $3.1 ROOF FRAMING PLAN SUITE 506 A1.01 SITE PLAN-ADDITION S4 SHEARWALL PLAN SEATTLE.WA 98109 $5 FOUNDATION,CRAWLSPACE,SHEAR DETAILS CIVIL ENGINEER PH:(206)285-7228 A2.00 FOUNDATION PLAN-DEMOLITION AND ADDITION S6 ROOF FRAMING DETAILS DAVKEVIN WARTELLE A2.10 EXISTING FIRST FLOOR PLAN-DEMOLITION 2210 RI ERSIDECONSU R#ING GROUP KEVIN@TF-WB.COM A211 FIRSTFLOORPLAN-ADDITION 2210 RIVERSIDE DR#110 MOUNT VERNON,WA 98273 HVAC DESIGN-ASSIST ENGINEER A2.12 FIRST FLOOR PLAN-ADDITION DIMENSIONS PLAN PH:(360)899-1110 DANNY OCHOA FSI ENGINEERS DANNY@DCGENGR.COM 506 SECOND AVENUE,SUITE 700 SEATTLE,WA 98104 SELINA STANLEY PH:(206)622-3321 SELINA@DCGENGR.COM RICK HIMMEL RICKH@FSI-ENGINEERS.COM 1 / REGISTERED ARCHITECT STATE OF WA INGTON architects COMMERCIAL PERMIT SET 10/14/2022 ABBREVIATIONS (ABBREVIATIONS RELATE WITH OR WITHOUT PERIODS) MATERIAL LEGEND GENERAL NOTES ACR ACCESS CARD READER F.O.S. FACE OF STUD P/D POWER/DATA PORTS 1. CONTRACTOR TO EMPLOY APPROPRIATE WEATHER PROTECTION AS A.C.T. ACOUSTICAL CEILING TILE FPA FALL PROTECTION ANCHOR P/PTD PAINT/PAINTED EXISTING NEW CONSTRUCTION REQUIRED DURING CONSTRUCTION. aI C I II'-1 I lCC lS AD AREA DRAIN FIN. FINISH P.LAM. PLASTIC LAMINATE 2. CONTRACTOR TO EMPLOY APPROPRIATE DUST AND NOISE ADA AMERICAN DISABILITIES ACT F.V. FIELD VERIFY PLYWD PLYWOOD ® WOOD,ROUGH ® WOOD,ROUGH CONTAINMENT MEASURES TO PRESERVE AND PROTECT EXISTING ADDN. ADDITION FP FILLER PIECE PS PROJECTION SCREEN SPACES AND SURFACES. MOUNT VERNON ADJ. ADJUSTABLE FA FIRE ALARM PTO PAPER TOWEL DISPENSER P:(360)336-2155 ALT. ALTERNATE FB FIRE BLANKET RCP REFLECTED CEILING PLAN WOOD,FINISH WOOD,FINISH 3. DIMENSIONS ARE TO FACE OF STUD,FACE OF CONCRETE, 204 West Montgomery Street CENTERLINE OF COLUMNS,AND EDGE OF ROUGH OPENINGS UNLESS Mount Vernon,WA 98273 ALUM. ALUMINUM FIE FIRE EXTINGUISHER RE APB ADA PUSH BUTTON FHS FIRE HOSE STROBE REBABA REINFORCING R REINFORCING BAR OTHERWISE NOTED. www.6kpa.Com ANGLE F.PULL FIRE PULL RELOC. RELOCATE PLYWOOD PLYWOOD 4. ROUGH OPENING SIZES ARE NOMINAL DIMENSIONS. ASSM ASSEMBLY(CONSTRUCTION) F.STROBE FIRE STROBE RD ROOF DRAIN AWRB AIR AND WEATHER RESISTIVE BARRIER FS FLOOR SLEEVE RM. ROOM 5. ONLY BRING MATERIALS TO SITE AS REQUIRED FOR SCHEDULE GWB GWB SEQUENCE AND COMPLIANCE. BE BULLETIN BOARD FT. FOOT R.O. ROUGH OPENING BM BEAM FTG. FOOTING RUB RUBBER 6. GENERAL CONTRACTOR,SUBCONTRACTORS,AND SUPPLIERS ARE 6961 BILK, BLOCKING FRMG. FRAMING IRS RUBBER BASE CONCRETE CONCRETE RESPONSIBLE FOR REVIEWING AND CROSS-REFERENCING ALL REGISTERED DRAWINGS AND SPECIFICATIONS THAT MAY HAVE COORDINATION ITECT BD. BOARD F.O.I.C. FURNISHED BY OWNER,INSTALLED BY CONTRACTOR RV ROOF VENT CONFLICTS IN THEIR WORK.IF DISCREPANCIES EXIST BETWEEN B.O.C. BOTTOM OF CONCRETE F.O.I.O. FURNISHED BY OWNER,INSTALLED BY OWNER RRV ROOFING RELIEF VENT DRAWINGS AND SPECIFICATIONS,ESPECIALLY BETWEEN IAN-D. PPE B.O.S. BOTTOM OF STEEL GA. GALVANIZED RWL RAIN WATER LEADER EARTH FILL EARTH FILL ARCHITECTURAL AND ANY OTHER TRADE,CONTRACTOR SHALL STATE OF WASHINGTON B.O.T. BOTTOM OF TRUSS G.A. GYPSUM ASSOCIATION S. SOUTH NOTIFY THE ARCHITECT PRIOR TO BID.CONFLICTS AFTER BID SHALL BS BACKSPLASH GL.B. GLASS BOARD SB SPLASH BLOCK BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BUT SHALL STILL B.U.COL. BUILT-UP COLUMN GL GLAZING SD SOAP DISPENSER GRAVEL GRAVEL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE. B.U.R. BUILT-UP ROOFING GB GRAB BAR S.F. SQUARE FOOT(FEET) 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO THE C.B. CATCH BASIN GYP. GYPSUM SHB SHEET METAL BACKER ® STEEL ® STEEL COMMENCEMENT OF WORK. CPT. CARPET GWB GYPSUM WALLBOARD SH.BR. SHELF BRACKET CLG. CEILING H.C. HANDICAPPED SIM. SIMILAR 8. DO NOT SCALE DRAWINGS. CBB CEMENTITIOUS BACKER BOARD HOW. HARDWARE S.O.G. SLAB ON GRADE INSULATION,BATT OR INSULATION,BATT OR 9. CONTRACTOR IS RESPONSIBLE FOR SHORING AND BRACING OF C.J. CONTROL JOINT HDWD HARDWOOD SNR SANITARY NAPKIN RECEPTACLE LOOSE FILL LOOSE FILL EXISTING STRUCTURE AS DEEMED NECESSARY BY THE CONTRACTOR. CLO. CLOSET HT. HEIGHT SPEC. SPECIFICATIONS C.O. CLEAN OUT HB HOSE BIB STN. STAIN ® INSULATION,RIGID ® INSULATION,RIGID CTR. CENTER HIM HOLLOW METAL STD. STANDARD CL. CENTER LINE INS. INSULATION STL. STEEL INSULATION,FOAM INSULATION,FOAM C.T. CERAMICTILE I.D. INSIDE DIAMETER STOR. STORAGE COL. COLUMN IBC INTERNATIONAL BUILDING CODE SUSP. SUSPENDED CONC. CONCRETE JT. JOINT TS TACKABLE SURFACE ® CERAMIC/QUARRY TILE ® CERAMIC/QUARRY TILE CONST. CONSTRUCTION LAV. LAVATORY TO TRENCH DRAIN (� M C.M.U. CONCRETE MASONRY UNITS LF LIGHT FIXTURE THSD THRESHOLD W CV CONT. CONTINUOUS MFD. MANUFACTURED TPD TOILET PAPER DISPENSER U 04 COORD. COORDINATE MAS. MASONRY M.O. TONGUE AND GROOVE > DO CG CORNER GUARD M.H. MAN HOLE T.O.C. TOP OF CONCRETE DIA. DIAMETER M.H.O. MAGNETIC HOLD OPEN T.O.S. TOP OF STEEL W ; a DIM. DIMENSION M.O. MASONRY OPENING T.O.T. TOP OF TRUSS LU (n a ON DOWN M.S. MACHINE SCREW T.S.GL. TEMPERED SHEET GLASS IDS DOWNSPOUT MANUF. MANUFACTURED TYR TYPICAL Z OF DRINKING FOUNTAIN MATL. MATERIAL U.O.N. UNLESS OTHERWISE NOTED W < W 0 OR. DOOR MAX. MAXIMUM VB VAPOR BARRIER DWG. DRAWING MECH. MECHANICAL VER. VERIFY L aI 0 E. EAST MDO MEDIUM DENSITY OVERLAY V.I.F. VERIFY IN FIELD Z ELEC. ELECTRICAL MEMB. MEMBRANE VCT VINYL COMPOSITION TILE N V W Z EL. ELEVATION ML MARRIAGE LINE VP VENEER PLASTER ' J W N EM.LIGHT EMERGENCYLIGHT MTL METAL VTR VENT THRU ROOF O Q , � a EP ELECTRIC PANEL MIN. MINIMUM W.H. WATER HYDRANT Ea. EQUAL MR MOISTURE RESISTANT W.O.G. WALK OFF GRATE EW EMERGENCYEYEWASH MULL. MULLION W.O.M. WALK OFF MAT EWS EMERGENCYEYEWASH/SHOWER NOM. NOMINAL WT. WEIGHT EXXST./E EXISTING N. NORTH W. WEST Z E.J. EXPANSION JOINT N.I.C. NOT IN CONTRACT WB WHITE BOARD O FD FLOOR DRAIN N.P.W. NOMINAL PANEL WIDTH W.CH. WIRE CHASE F.A.A. FIRE ANNUNCIATION ALARM N.T.S. NOT TO SCALE W/ WITH Q F.A.P. FIRE ALARM PANEL O.C. ON CENTER W/O WITHOUT Q FH FIRE HYDRANT OPG. OPENING WD WOOD Q F.O.B. FACE OF BRICK OR BLOCK OPP. OPPOSITE WRB WEATHER RESISTIVE BARRIER F.O.C. FACE OF CONCRETE O.D. OUTSIDE DIAMETER W.W.M. WELDED WIRE MESH fn O.W.S.J. OPEN WEB STEEL JOIST YD. YARD W U GRAPHIC SYMBOLS VICINITY MAP w SITE V) SECTION MARK CEILING TAG-REFLECTED CEILING PLAN SIGNAGE TAG TACK BOARD/TACKABLE SURFACE10*41 } S I M CONFERENCE TS •� SECTION I IS NOTED "g,_p. 1t _•� l/( Z 1 1 A101 SAS HEET WING"1"ON G CEILING HEIGHT (SEE SCHEDULE) TB L �t • � �AM/SyRn, LLI Cl) 04 DETAIL TAG DOOR TAG ELEVATION TARGET VISUAL DISPLAY LOCATION I` ; 00 CA SIM 213 DOOR IS NUMBER 213 '! L1� O NON-RATED W a [`A101 DETAIL IS NOTED AS NON-RATED DRAWING"1"ON 14'-0" LCD W a SHEET"A101^ 213 DOOR IS NUMBER 213 D (SEE SCHEDULE) N Z WITH A RATING OF wr aCn W O 20/45/90 MINUTES I � W ELEVATION TAG WINDOW TAG FLOOR MATERIAL CHANGE SYMBOL SINKS(SIMILAR) �+ Uj ! Z THIS ELEVATION IS CPT i VCT 0 V Z NOTED AS DRAWING"1" �� T 1 ON SHEET"A101" MATERIAL 1 MATERIAL 2 O J CV A101 WINDOW NUMBERrl ��INTERIOR ELEVATION (SEE SCHEDULE) C� C� Y _ ESTBURKEAVE Sheet Contents: WALL TYPE SYMBOL-INTERIOR SKYLIGHTTAG SLOPE INDICATOR FIRE EXTINGUISHER-WALL CABINET =�v '�A" ' ATYPICAL STUD GENERAL NOTES, CAVITY WI LEGENDS,SYMBOLS DTH I" ` _7r, _ •,�, & 3°/1z�' �. �� r>i• ABBREVIATIONS TYPICAL OR SIMILAR SK SKYLIGHTNUMBER FE rvP� FE w 'J>y,.• m _ g > Revisions: g (SEE SCHEDULE) F � r� +�' ��- � Rev. Date WALL TYPE w ILMAN AV WALL TYPE SYMBOL-EXTERIOR RELITE TAG PROJECTION SCREEN DRINKING FOUNTAIN ATYPICAL STUD R7/ DF h" 'CAVITYWIDTH RELITE NUMBER PS 6" TYP SEE SCHEDULE A `—TYPICAL OR SIMILAR ( ) ... • �, DIVISIONS _ � -WALL TYPE »ov.I Drawn By:CB,KV �+ 1 ROOM TAG-FLOOR PLAN LOUVER TAG WHITE BOARD EXIT SIGN _� ly+y __1�.�• r - _ ) Checked: CB,BP ROOM NAME •-. NiN1�3Y►p: E � pi 333111 .,,. - l Date: 10/14/2022 ROOM NUMBER L1 WB P&tuT - Job No.: t 12° LOUVER NUMBER �•� '� 1 E , 656 WALL FINISH TYPE (SEE SCHEDULE) _. Sheet No.: FLOOR FINISH TYPE A0. 10 ZONING INFORMATION EXISTING INTERNATIONAL BUILDING INTERNATIONAL BUILDING CODE INFORMATION CODE INFORMATION �_<T PROJECT DESCRIPTION CHAPTER 6:CLASSIFICATIONS OR WORK CHAPTER 3:USE AND OCCUPANCY CLASSIFICATION architects ADDITION SCOPE OF WORK: RENOVATION SCOPE OF WORK CLASSIFICATION A SINGLE-LEVEL BUILDING ADDITION OVER A CRAWLSPACE.ADDITION IS TO BE APPROXIMATELY 1,966 SF.ADDITION PROPOSED ALTERNATION LEVEL 2 2018 IEBC 603 PROPOSED B BUSINESS 2018 IBC 3041 MOUNT VERNON , . CONTAINS ANIMAL EXAM ROOMS,A LAUNDRY/UTILITY ROOM,TREATMENT ROOM,SURGERY ROOM,OFFICES,RECEPTION, P:(360)336-2155 AND LOBBY. 204 West Montgomery Street ALTERATION WORK AREA OF 919 IS ALTERATION LEVEL 2 SCOPE OF WORK: LESS THAN 50%OF EXISTING FIRST Mount Vernon,WA 98273 FLOOR AREA(2,282 SF) CHAPTER 5:GENERAL BUILDING HEIGHTS AND AREAS wwW.6kpa.com 1. ROOF REPLACEMENT ALLOWABLE BUILDING FEET IN HEIGHT ABOVE GRADE PLANE A. EXISTING ASPHALT SHINGLE ROOFING TO BE DEMOLISHED DOWN TO ROOF SHEATHING.EXISTING SHEATHING TO BE REPLACED WHERE REQUIRED DUE TO ANY LATENT CONDITIONS.NEW UNDERLAYMENT AND ASPHALT FIRST FLOOR ALTERATION WORK AREA PROPOSED +/-21'-8114"(NO CHANGE) SHINGLES TO BE INSTALLED AT EXISTING ROOFS. 1116"=1'-0" ALLOWED 40'-00" 2018 IBC TABLE 504.3 B. DEMOLITION OF EXISTING FIRE-SEPARATION PARAPET AND CRICKETED LOW SLOPE ROOFING.EXTENSION OF ALTERATION WORK BUSINESS,NLE 504.NKLERED 696, EAVE AND INSTALLATION OF NEW ROOFING ASSEMBLY. AREA K ED 2. REPLACEMENT OF EXISTING VINYL SIDING WITH NEW FIBER CEMENT LAP SIDING. ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE CT 3. REPLACEMENT OF EXISTING SINGLE-PANE ALUMINUM WINDOWS WITH NEW WSEC COMPLIANT WINDOWS.SEE 919 SF WINDOW SCHEDULE. EXISTING 2 STORIES 4. RENOVATION OF EXISTING EXAM ROOM INTO ADA-COMPLIANT RESTROOM DN PROPOSED 2 STORIES(NO CHANGE) ADDITION IS ONLY 1 STORY IAPPE _ STATE OF WASHINGTON APPLICABLE CODES ® ALLOWED 2 STORIES 2018 IBC TABLE 504.4 2018 INTERNATIONAL BUILDING CODE(IBC)AND AMENDMENTS ALLOWABLE AREA 2018 INTERNATIONAL MECHANICAL CODE(IMC)AND AMENDMENTS °-' EXISTING 20181NTERNATIONAL FUEL GAS CODE(IFGC)AND AMENDMENTS 20181NTERNATIONAL FIRE CODE(IFC)AND AMENDMENTS 2018 UNIFORM PLUMBING CODE(UPC)AND AMENDMENTS 2017 NATIONAL ELECTRIC CODE(NEC)AND AMENDMENTS 2018 WASHINGTON STATE ENERGY CODE(WSEC) ICC/ANSI At 17.1-2009 000 PROPOSED 2018 INTERNATIONAL EXISTING BUILDING CODE(IEBC)AND AMENDMENTS SITE INFORMATION 2,282 SF EXISTING FIRST FLOOR 909 I SF EXSTING BASEMENT SITE ADDRESS 720 WEST AVE 710 SF EXSTING SECOND FLOOR ARLINGTON,WA 98223 3,901 SF PARCEL NUMBER 004618017DO100 2,282 SF EXISTING FIRST FLOOR XIS TING BASEMEN QUARTER SE 1,172 SF EXISTING SECOND FLOOR 909 SF SECTION 2 1,937 SF ADDITION 909 SF EXISTING BASEMENT L L_ W M TOWNSHIP T31N , 6,300 SF U N RANGE R 5E N BASEMENT > DO LEGAL DESCRIPTION LOTS 1,2,3,4 AND THE EAST 25 FEET OF LOT 5,BLOCK 17,HALLERCITY, 1116"=V-0" rva) ACCORDING TO THE PLATE THEROF RECORDED IN VOLUME 2 OF PLATS,PAGE 22, RECORDS OF SNOHOMISH COUNTY,WASHINGTON. - LU a j SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON Z PLANNING CRITERIA Q Q W 0 JURISDICTION CITYOFARLINGTON EXISTING FIRS LLI Z ADDITION SCOPE OF WORK ER ZONING OLD TOWN BUSINESS DISTRICT 3 - FLOOR L PROPOSED ADDITION 2018 IEBC 606.1;ADDITIONS SHALL COMPLY WITH O V W Z Z NEIGHBORHOOD CODE 5203000 CHAPTER 11 OF THE IEBC.1101.1 OF THE IEBC STATES 2,252 SF LAND USE CODE 822 THAT S SHALL COMPLY WITH INTERNATIONAL / � -1 W N CODE D' CODES FOROR NEW NEW CONSTRUCTION.ADDITION SHALL O -1 , � a LAND USE ANIMAL HUSBANDRY&VETERINARY SERVICES COMPLY WITH THE 2018 IBC. LAND AREA 0.28 ACRES 12,485 S.F. UTILITIES FIRE CITYOFARLINGTON Z WATER ARLINGTON WATER DEPARTMENT FIRST FLOOR ADDITION WORK AREA O SEWER CITY OF ARLINGTON NATURAL GAS NONE ELECTRICAL SNOHOMISH PUD DN AD N Q DISTRICTS - SCHOOL ARLINGTON SCHOOL DISTRICT 416 � W FIRE NORTH COUNTY REGIONAL FIRE AUTHORITY V HOSPITAL PUBLIC HOSPITAL 43 LIBRARY SNO-ISLE INTERCOUNTY RURAL LIBRARY FIRST FLOOR L["[ CONSERVATION SNOHOMISH CONSERVATION DISTRICT 1/16" SETBACKS 000 LOT BOUNDARY 5'-0" TABLE 20.48-5 Q LINE OR ALLEY Z EGA BUFFER 15'-0" TABLE 20.48-5 � ARTERIAL RIGHT-OF- 0'-0" TABLE 20.48-5 ADDITION WORK LLI Cl) WAY LINE AREA H N NON-ARTERIAL RIGHT- 0'-0" TABLE20.48-5 1,944SF LLI Cp OF-WAY LINE SCREENING TYPES (n LU NORTH PROPERTY LINE NONE TABLE 20.76 1,; L a j EAST PROPERTY LINE NONE TABLE 20.76 EXISTIN ECOND SOUTH PROPERTY LINE TYPE A,OPAQUE SCREEN TABLE 20.40-1 LOOR - N � Z WEST PROPERTY LINE TYPE A,OPAQUE SCREEN TABLE 20.40-1 IQ Lu 0 MAXIMUM BUILDING HEIGHT 50'-00" - 1,172 SF TABLE 20.48-5 J - Y ! (, MAXIMUM LOT COVERAGE(IMPERVIOUS) 100%ALLOWED TABLE 20.48-5 _ _ __-- U Z Z IMPERVIOUS AREA NON-POLLUTION GENERATING IMPERVIOUS 9,293 SF/12,485 SF SURFACE:5,247 SF SITE AREA= III a Q 74.4%ACTUAL POLLUTION GENERATING IMPERVIOUS SURFACE:4,046 SF PARKING 1 SPACE PER 400 SF USE 12.100;TABLE 20.72-1 REQUIRED NUMBER GROSS BUILDING AREA= SEC1116"OND FLOOR Sheet Contents: OF STALLSKING 6,299 SF VACANT 700501 ( )( ) BURKE AVENUE SR 530 PRIMARY ROUTE CODE INFORMATION AND 6,299 SF/400 SF=15.75 ALLOWED 22,320 SF 2018 IBC 506.2.3 SINGLE-OCCUPANCY, DIAGRAMS 16 PARKING STALLS MULTISTORY BUILDING REQUIRED W=(L1 X WI+L2 X W2+L3 X W3yF Revisions: EXISTING NUMBER OF C STANDARD;1 "x ' " ' ' " PARKING STALLS COMM W=1 Rev. Date PACT) p 4 (67'-[(4V-3 3/4 3/4"x 3O'-0"30)]/(48'-3 3/4"+38'-8"+29-5")-0)+(38-8" )+ x 30-0 PROPOSED NUMBER 16 PARKING STALLS(12 20%OF 16 TOTAL PARKING STALLS=3.2;4 STALLS ARE O OF PARKING STALLS STANDARD;4 COMPACT) PERMITTED TO BE COMPACT 00461801700600 00461801700100 W=[(48.32'x 30'-0")+(38.66'x 30'-0")+(67.15"x 1.323 FOURPLEX PROPOSED PROJEC > 30-0")]/(48.3125'+38.66'+67.16) REQUIRED PARKING SPACE DIMENSIONS 9'-0"X 19'-0";WHERE 10 20.72.030 ¢ W=[(1,449)+(1,160)+(2,014.38)]/154.13 OR MORE STALLS ARE y W=30 PROVIDED,20%MAY BE U, COMPACT STALLS. 3 If [F/P-0.25]W/30 Ir=1154.13/311.97-0.25130/30 COMPACT STALLS SHALL Ir= 0.49-0.25)] BE 8'-0"X 15'-0"AND if =0.24 Drawn By:CB,KV SHALL BE INDICATED AS COMPACT STALLS. A,_[At+INS X L)]X% Checked: CB,BP BICYCLE PARKING FACILITIES ALLEY A._[9,000+(9,000 X 0.24)]X 2 A,_[9,000+2,1601 x 2 Date: 10/14/2022 REQUIRED NUMBER 10%OF REQUIRED 20.72.030 A,=22,320 SF Job NO.: OF BICYCLE PARKING VEHICLE PARKING 00461801701500 0461801701700 STALLS=.1"16=1.6=2 1.111 SINGLE 10230 DUPLEX 656 EXISTING NUMBER 0 FAMILY Sheet No.: OF BICYCLE PARKING RESIDENCE PROPOSED NUMBER 2 OF BICYCLE PARKING PARCEL DIAGRAM n O.2 0 INTERNATIONAL BUILDING CODE INFORMATION (CONTINUED) architects MOUNT VERNON CHAPTER 6:TYPES OF CONSTRUCTION CHAPTER 10:MEANS OF EGRESS P:(360)336-2155 204 West Montgomery Street CONSTRUCTION CLASSIFICATION PROPOSED OCCUPANT LOAD Mount Vernon,WA 98273 EXISTING TYPE V-B OCCUPANT LOAD FACTOR www.hkpa.com NONSPRINKLERED (OLF)(TABLE 1004.1.2) OCCUPANT LOAD MAXIMUM OCCUPANT LOAD PROPOSED TYPE V-B 20181BC 602.5 AREA NAME AREA OCCUPANCY FUNCTION OF SPACE ACTUAL ROUNDED BEFORE 2 EXITS REQUIRED 2 EXITS REQUIRED NONSPRINKLERED ADDITION 1,936 SF B BUSINESS AREAS 150 GROSS 12.91 13 49 NO FIRE RESISTANCE RATING REQUIREMENTS EX.BASEMENT 909 SF B ACCESSORY STORAGE AREA 300 GROSS 3.03 4 49 NO EX.FIRST FLOOR 2,283 SF B BUSINESS AREAS 150 GROSS 15.22 16 49 NO 6961 PRIMARY STRUCTURAL OHR 20181BC TABLE 601 EX.SECOND FLOOR 710 SF B BUSINESS AREAS 150 GROSS 4.73 5 49 NO REGISTERED FRAME TOTAL OCCUPANT LOAD 38 ITECT BEARING WALLS- 0 HR 2018 IBC TABLE 601 EXTERIOR IAN D. PPE BEARING WALLS- 0 HR 20181BC TABLE 601 OCCUPANCY/EGRESS DIAGRAM STATE OF WASHINGTON INTERIOR KEY NONBEARING WALLS/ 20181BC TABLE 602,B PARTITIONS-EXTERIOR OCCUPANCY,TYPE VB X<5 1 HR CONSTRUCTION AREA NAME Oq 5 5 X<10 1 HR AREA 10sX<30 0HR C 'F�R IX� X 2 30 O HR 00 sF 909 SF OCCUPANT OLF NONBEARING WALLS/ 0 HR 20181BC TABLE 601 LOAD FACTOR PARTITIONS-INTERIOR FLOOR CONSTRUCTION& O HR 20181BC TABLE 601 TOTAL SECONDARY MEMBERS OCCUPANT LOAD ROOF CONSTRUCTION& 0 HR 20181BC TABLE 601 SECONDARY MEMBERS CHAPTER 8:INTERIOR FINISHES W M 2N INTERIOR WALL AND CEILING FINISH REQUIREMENTS CDo V OCCUPANCY B(NONSPRINKLERED) a) INTERIOR EXIT STAIRWAYS,INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS W LU ; Q PROPOSED NA;DOES NOT EXIST - Q IN ADDITION Z ALLOWED AMINIMUM 20181BC TABLE 803.13 Q W 0 CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT ACCESS RAMPS W Z � ''^ PROPOSED NA;DOES NOT EXIST BASEMENT EGRESS DIAGRAM L W ER V IN ADDITION 1116"=1'-0" N L) LL1 Z Z ALLOWED BMINIMUM 20181BC TABLE 803.13 j J W O ROOMS AND ENCLOSED SPACES ' N PROPOSED C MINIMUM FROM SECOND O Q > ~ Q ALLOWED CMINIMUM 20181BC TABLE 803.13 FLOOR 16 ® 9 Z IX.FIRST FLODR 16 O CHAPTER 9:FIRE PROTECTION SYSTEMS q ;a33F 'ISO OLF '10 AUTOMATIC FIRE SPRINKLER REQUIREMENTS GROUP B OCCUPANCY I NOT REQUIRED 20181BC 903.2 Q FIRE ALARM AND DETECTION SYSTEM REQUIREMENTS Q GROUP B OCCUPANCY NOT REQUIRED 20181BC 907.2.2 LLI DlnO U CHAPTER 29:PLUMBING FACILITIES � SSF t3 3 W MINIMUM NUMBER OF FIXTURES(TABLE 2902.1) LLI OCCUPANCY B:38 OCCUPANTS(19 MALE,19 FEMALE) U) WATER CLOSET LAVATORIES FEMALE(19) 1 PER 25 FOR 1 PER 40 FOR a FIRST 50 AND 1 38 OCCUPANTS/ FIRST 80 AND 1 38 OCCUPANTS/ Z PER 50 FOR THE OCCUPANTS 2 PER 80 FOR THE OCCUP N MALE(19) REMAINDER25 REMAINDER EXCEEDING 50 EXCEEDING 80 LU Cl) H N W N > 00 . a) FIRST FLOOR OCCUPANCY/EGRESS DIAGRAM V) LU Q T-0" LLI IY a D 0 LLJ LU () Z Z J N J � J � OO E%.SELOND FL � 0SF ISO OLF S Sheet Contents: CODE INFORMATION AND DIAGRAMS Revisions: Rev. Date Drawn By:CB,KV SECOND FLOOR EGRESS DIAGRAM Checked: CB,BP 1116"=V-10" Date: 1 011 4/2 02 2 Job No.: EGRESS SIZING 656 REQUIRED .2 INCH PER OCCUPANT 20181BC 1005.3.2 Sheet No.: PROPOSED GREATER THAN.2 INCH PER OCCUPANT A0.21 WASHINGTON STATE ENERGY CODE INFORMATION GENERAL NOTES ENVELOPE AREAS AND RATIOS architects MOUNT VERNON 1. ENVELOPE THERMAL PERFORMANCE COMPLIANCE PATH:COMPONENT PERFORMANCE. NEW OR ALTERED NET WALL&OPAQUE DOOR AREA P:(360)336-2155 2. IDENTIFICATION MARK SHALL BE APPLIED TO ALL INSULATION MATERIALS AND INSULATION INSTALLED SUCH THAT THE NORTH ELEVATION 204 West Montgomery Street MARK IS READILY OBSERVABLE DURING INSPECTION. _.. Mount Vernon,WA 98273 3. FENESTRATION PRODUCTS SHALL BE LABELED WITH NFRC U-FACTOR,SHGC,VT AND LEAKAGE RATING,OR IF 1,050 SIF www.hkpa.com PRODUCTS DO NOT HAVE AN NFRC RATING,INDICATE APPLICABLE WSEC CHAPTER 3 DEFAULT VALUES. tl 4. BUILDING ENCLOSURE AIR LEAKAGE TESTING IS REQUIRED FOR WSEC COMPLIANCE. LE 5. BUILDING ENCLOSURE AIR LEAKAGE TESTING SHALL BE PERFORMED PER ASTM C779(OR EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL)AND THE TARGET LEAKAGE RATE IS 0.25 CFM/FT2(1.5 LJS-M2)AT 0.3 IN.WG(75 PA); a. SUBMIT BUILDING ENCLOSURE AIR LEAKAGE TEST REPORTS TO JURISDICTION AND OWNER; b. IF INITIAL TEST RESULT EXCEEDS 0.25 CFM/FT2(1.5 L/S-M2),INDICATE THAT INSPECTION AND ALL PRACTICAL El El GnF CORRECTIVE ACTIONS BE COMPLETED AND DOCUMENTED IN THE AIR LEAKAGE TEST REPORT; sssi c. IF INITIAL TEST RESULT EXCEEDS 0.40 CFM/FT2(2.0 US-M2),INDICATE THAT CORRECTIVE ACTIONS SHALL ALSO _ REGISTERED INCLUDE RE-TESTING; ITECT d. INDICATE THAT CORRECTIVE MEASURES AND RETESTING MUST BE REPEATED UNTIL THE TEST RESULT IS 0.40 CFM/FT2(2.0 L/S'M2)OR LESS; EAST ELEVATION IAN D. PPE INCLUDE AIR BARRIER TEST REPORT IN PROJECT CLOSE OUT DOCUMENTATION PROVIDED TO BUILDING OWNER. STATE OF WASHINGTON 6. PROJECT CLOSE OUT DOCUMENTATION IS REQUIRED INCLUDING APPLICABLE CALCULATIONS,WSEC ENVELOPE 689 SF COMPLIANCE REPORTS,AND FENESTRATION NFRC RATING CERTIFICATES. Lr I ENVELOPE AREAS AND RATIOS I NEW OR ALTERED VERTICAL FENESTRATION&GLAZED DOOR AREA NORTH ELEVATION 122 SF 78 SF MEN 77 LU M cV EAST ELEVATION U N > DO 132 SIF 17 SF Cl) W ; a r_ � U) Z L O W0 L � ER LD a) L) SOUTH ELEVATION 36 S j J W O F 17 SF O Q > ~ a Z _O WEST ELEVATION 77 SF SOUTH ELEVATION Q 1,421 SF (n W U W WEST ELEVATION a C406 EFFICIENCY PACKAGE CREDITS 1,019SF Z REQUIRED 6 CREDITS 2018 WSEC C406.1 W Cl) PROPOSED 7 CREDITS N 1.MORE EFFICIENT HVAC PERFORMANCE IN 2018 WSEC C406.1 W N ACCORDANCE WITH SECTION C406.2 _ _ a) M 3 CREDITS tN ; Q 6.DEDICATED OUTDOOR AIR SYSTEM IN 2018 WSEC C406.1 W a ACCORDANCE WITH SECTION C406.6 D Z 4 CREDITS 17 SF to W O () Z Z_ J J IL Q Q Sheet Contents: 21 SF CODE INFORMATION AND DIAGRAMS Revisions: ❑ Rev. Date Drawn By:CB,KV Checked: CB,BP Date: 1 011 4/2 02 2 Job No.: 656 Sheet No.: A0.22 EXTERIOR WALL ASSEMBLIES FLOOR ASSEMBLIES NOTE:SECTION VIEW NOTE:SECTION VIEW NOTE:SECTION VIEW NOTE:SECTION VIEW NOTE:SECTION VIEW architects EXISTING VAPOR MOUNT VERNON BARRIER,TYP. CEMENT BOARD LAP CEMENT BOARD LAP CEMENT BOARD LAP SHEATHING PER FINISH FLOOR AS P:(360)336-2155 EXISTING 5/8"TYPE X SIDING SIDING SIDING STRUCTURAL SCHEDULED 204 West Montgomery Street GWB,TYP. DRAINAGE MAT DRAINAGE MAT DRAINAGE MAT Mount Vernon,WA 98273 EXISTING 2X4 STUDS www.6kpa.Com @ i6"O.C. VAPOR BARRIER,TYP. VAPOR BARRIER,TYP. VAPOR BARRIER,TYP. FRAMING PER EXISTING BATT 5/8"TYPE X GWB,TYP. (2)LAYERS OF SIS"TYPE (2)LAYERS 5/8"TYPE X R-30 BATT INSULATION STRUCTURAL INSULATION,TYP. X FIBERGLASS MAT- GWB.TYP. WRB,TYP. WRB,TYP. FACED GYP.SHEATHING EXISTING WRB,TYP. FRAMING PER FRAMING PER FRAMING PER 6961 STRUCTURAL STRUCTURAL EXISTING VINYL SIDING TYP. STRUCTURAL RE�PpED EXISTING FIREBLOCK PER IBC FIREBLOCK PER IBC �'�� CT FIREBLOCK PER IBC - EXISTING 1/2"GYPSUM (R-21)BATT (R-21)BATT FIREBLOCK PER IBC IAN D. PPE SHEATHING INSULATION,TYP. INSULATION,TYP. WIRE/STRING TO STATE OF WASHINGTON SHEATHING PER SHEATHING PER (2)LAYERS 5/8"TYPE X SUPPORT INSULATION STRUCTURAL STRUCTURAL GYPSUM SHEATHING EXISTING RATED EXTERIOR WALL(R-19) [B] NEW TYPICAL EXTERIOR WALL(R-21) [c] NEW TYPICAL EXTERIOR WALL(R-21) NEW TYPICAL EXTERIOR WALL(R-21) Fi TYPICAL FLOOR RATING-1 HR RATING-NOT RATED RATING-2HR RATING-2 HR GA FILE NO.WP 8105(ASSUMED) GA FILE NO.8418;SEE BELOW RATING-NOT RATED NOTE:SEAL ALL PENETRATIONS WITH NOTE:SEAL ALL PENETRATIONS WITH NOTE:SEAL ALL PENETRATIONS WITH NONE:NO EXISTING DOCUMENTS ARE AVAILABLE. SPECIFIED SEALANT SPECIFIED SEALANT CONTRACTOR TO VERIFY IN FIELD. SPECIFIED SEALANT INTERIOR WALL ASSEMBLIES NOTE:PLAN VIEW NOTE:PLAN VIEW NOTE:PLAN VIEW NOTE:PLAN VIEW NOTE:PLAN VIEW SHED : INTERIORLU M SHED INTERIOR U N EXISTING GYPSUM 2X6 STUDS @ 24"O.C. 2X4 STUDS @ 24"O.C. 2X6 STUDS @ 24"O.C. 2X6 STUDS @ 24"O.C. SHEATHING, 00 VIE. Cl) I1J ; a) Q BATT INSULATION U) Q WHERE NOTED ON PLAN,TYP. (3)LAYERS OF 5/8"TYPE Z X GYPSUM SHEATHING (n 5I8"TYPE X GWB,TYP. 5l8"TYPE X GWB,TVP. 5/8"TYPE X GWB,TYP. E (2)LAYERS 5/8"TYPE X W Z W Q GWB,TYP. EXISTING WALL FRAMING (, EXISTING SHEATHING AND INSULATION L BATT INSULATION BATT INSULATION BATT INSULATION W Z Z WHERE NOTED ON WHERE NOTED ON EXISTING 2X4 WALL WHERE NOTED ON EXISTING GWB EXISTING GWB J W N PLAN,TYP. PLAN,TYP. PLAN,TYP. J H G J OQ > r� Q TYPICAL INTERIOR PLUMBING WALL ❑2 TYPICAL INTERIOR PARTITION WALL ❑3 TYPICAL INTERIOR PARTITION WALL �4 INTERIOR RATED WALL(R-21) �s 2HR RATED INTERIOR WALL RATING-NOT RATED RATING-NOT RATED RATING-NOT RATED RATING-2 HR RATING-2 HR(PER IBC TABLE 722.2.1.4(2)) Z GA FILE NO.8418 _O GENERAL NOTES FIRE RATED ASSEMBLY REFERENCES ACOUSTICAL NOTESLU Q 1. SEE SHEET AO.10 2 HOUR 1. PROVIDE ACOUSTICALLY TREATED(STC)WALL TERMINATION AT ROOF DECK. 6. PARTITIONS MUST BE SEALED WITH A RESILIENT 20-YEAR NON-HARDENING CAULK IN ACCORDANCE U GA FILE NO.WP 8418 GENERIC FIRE >WITH ASTM C919.PROVIDE AT BOTH FLOOR AND CEILING PLATES. 2. REFER TO SPECIFICATIONS FOR TREATMENT OF ACOUSTICALLY RATED(STC)WALLS. GYPSUM SHEATHING,GYMUM WALLBOARD,WOOD MDS 7. PROVIDE VIBRATION ISOLATION IN AREAS WHERE PLUMBING PASSES THROUGH FRAMING W FIn Design: 3. REFERENCE STRUCTURAL FOR REQUIRED STUD SIZES UNLESS OTHERWISE NOTED.CONTRACTOR ELEMENTS ADJACENT TO ACOUSTICALLY ISOLATED SPACES. W EXTERIOR SIDE.Bap layer 54E type X gypsum sheaNing applied parallel or at dgM TO REVIEW AND NOTE ANY DISCREPANCIES IN STUD SIZING TO ARCHITECT. angle:m 2.4 wood surds 16'pc.—Iva'Type W 1-112'ac pace layer WE 8. WHERE A DEMISING PARTITION ABUTS A CONTINUOUS PARTITION(I.E.A PARTYWALL ABUTTING A U) race x 9vpsem sheatlnag applmd Parallel a at right angles m I-wah 1-74D Type W 4. DO NOT LOCATE ACOUSTICAL WALLS'ELECTRICAL AND CABLE OUTLETS WITHIN 24 INCHES OF EACH CORRIDOR WALL),THE GYPSUM BOARD SURFACE ALONG THE CONTINUOUS PARTITION MUST BE } ews 1 2 o c.am onset s'Nonl s«ews In Dap layer.EnerlPr daddvg atlxrted OTHER BETWEEN UNITS.SEAL UNITS WITH RESILIENT CAULK.BOXES THAT ARE FITTED CLOSER THAN BROKEN AT THE JOINT OF THE INTERSECTION TO PREVENT FLEXURAL SOUND TRANSMISSION.AN t�nro„gh sneammg m s1„d:. 24 INCHES SHOULD BE FITTED WITH A CLAY-PACK,ONLY WHERE NECESSARY,AT THE BACKSIDE OF EXPANSION JOINT IS SUFFICIENT FOR BREAK. INTERIOR Ight SIDE.Brio Iayer sra'type x gypsum walOpaM or Veneer Dose a=parallel or Thldmpa: 6uB-IFn1 ELECTRICAL OUTLETS.NOTE ANY DISCREPANCIES WITH ELECTRICAL LAYOUT TO ARCHITECT. Q gM angles tP duds wth 1-tr4'Type W mews 12'P.P.Fan layer 5rS'type%gyTlsum wauhoam or.enaer oa:e appeed parwNl n at rgN angel to stws wm 1-7M"Type W MpmI,,weght 12 pat(Flm) 9. WHERE TWO OR MORE LAYERS OF GYPSUM BOARD ARE USED,JOINTS,BOTH HORIZONTALLY AND Z ws 12'p.c.aad onset 6'1mm wows In base rays.. Fro Tpe S4e WT41W 5. PENETRATIONS OF ACOUSTICAL PARTITIONS WITH PIPING,CONDUIT,OR DUCTING MUST BE VERTICALLY,SHOULD BE STAGGERED. Jdnts staggered t6'each layer aM sqa.ILOAp43EARING) (SY6D In-sg2lyau' ) COMPLETED TO PREVENT DIRECT CONTACT WITH THE ARTICLE AND SEALED WITH A RESILIENT,20- (SM1 YEAR NON-HARDENING CAULK.IF THE PENETRATION IS THROUGH A FIRE RATED WALL,ACOUSTICAL 10.SOUND INSULATION SHOULD BE UNFACED AND SECURED TO STRUCTURE TO PREVENT SAGGING. W Cl) FIRE-RATED CAULK SHOULD BE USED. N > 00 . M r 1 BUILDING LU ASSEMBLIES. W Q H O � wL � MATERIALS a U Z DIVISION 7 DIVISION 8 'O J O J 072100 THERMAL INSULATION-WALLS OWENS CORNING THERMAFIBER ULTRA BATT FORMALDEHYDE MINERAL WOOL INSULATION R-23,5.5"THICKNESS 088000 WINDOWS-FIXED PELLA IMPERVIA OWNER TO SELECT COLOR 0721 GO THERMAL INSULATION-FLOOR OWENS CORNING THERMAFIBER ULTRA BATT FORMALDEHYDE MINERAL WOOL INSULATION R-30,7.1"THICKNESS 088000 WINDOWS-CASEMENT PELLA IMPERVIA OWNER TO SELECT COLOR a Q Q 072100 THERMAL INSULATION-ATTIC OWENS CORNING PINK NEXT GEN FIBERGLAS INSULATION R-49,14"THICKNESS 088000 WINDOWS-AWNING PELLA IMPERVIA OWNER TO SELECT COLOR 072500 WEATHER RESISTIVE BARRIER(WRB) VAPROSHIELD WRAPSHIELD SA SELF-ADHERED - 081113 HOLLOW METAL DOOR FRAMES CURRIES CM SERIES FRAMES - Sheet Contents: 072500 FLEXIBLE FLASHING VAPROSHIELD WRAPFLASHING SA SELF-ADHERED - 081113 HOLLOW METAL DOORS CURRIES 777E SERIES TRIO-E - BUILDING ASSEMBLIES 072500 DRAINAGE MAT VAPROSHIELD VAPROMAT 3MM 088000 GLAZING - - MUST COMPLY WITH WSEC 072500 HIGH TEMPERATURE SELF-ADHERING GCP APPLIED TECHNOLOGIES GRACE ULTRA - DIVISION 9 ReVISIOnS: MEMBRANE( 096500 RESILIENT FLOORING ARMSTRONG ACCOLADE PLUS OWNER TO SELECT COLOR 073113 ASPHALT SHINGLESNGLES CERTAINTEED PATRIOT OWNER TO SELECT COLOR Rev. Date DIVISION 10 0731 13 ROOF UNDERLAYMENT CERTAINTEED AS RECOMMENDED BY ROOFING ASPHALT SHINGLE MANUFACTURER - 77077071 0 28 00 MIRROR BOBRICK CM SERIES FRAMES 24"X 36" 073113 SELF-ADHERING UNDERLAYMENT CERTAINTEED WINTERGUARD - 07 46 46 FIBER CEMENT SIDING JAMES HARDIE HARDIEPLANK OWNER TO SELECT COLOR,REVEAL,AND 10 28 00 GRAB BARS BOBRICK 6806 SERIES GB1-18";GB2-36",GB-3-42" TEXTURE 07 46 46 FIBER CEMENT TRIM JAMES HARDIE HARDIETRIM BOARDS OWNER TO SELECT COLOR AND TEXTURE; DIMENSIONS AS SHOWN 07 72 00 ATTIC VENT ROOF/ATTIC VENT-38 SO IN.NET FREE AREA BLACK 079005 SEALANT S-1) DOW DOWSIL 795 SILICONE BUILDING SEALANT COLOR TO MATCH ADJACENT FINISHES Drawn By:CB,KV 079005 SEALANT(S-2) DOW DOWSIL 758 SILICONE WEATHER BARRIER SEALANT WHITE(CANNOT BE PAINTED) Checked: CB,BP 07 90 05 SEALANT(S-3) TREMCO 834 WHITE(CAN BE PAINTED) Date: 10/14/2022 07 90 05 SEALANT FOR LAPPED METAL TREMCO BUTYL BLACK Job No.: 07 90 05 BACKER ROD NOMACO SIDE ROD SIZES AS SHOWN 656 Sheet No.: A0.30 CEILING ASSEMBLIES ROOF ASSEMBLIES NOTE:SECTION VIEW NOTE:SECTION VIEW NOTE:SECTION VIEW NOTE:SECTION VIEW NOTE:SECTION VIEW architects ASPHALT SHINGLES MOUNT VERNON P:(360)336-2155 204 West Montgomery Street BOTTOM CHORD OF ACOUSTICAL CEILING CONTINUOUS ASPHALT SHINGLES Mount Vernon,WA 98273 MANUFACTURED TRUSS SUSPENSION SYSTEM UNDERLAYMENT — --- — (2)CONTINUOUS LAYERS — --- — MODIFIED BITUMEN WWW.6kpa.Com SHIM AS REQUIRED FOR VENTILATION GAP OF UNDERLAYMENT ROOFING A LEVEL CEILING ACOUSTICAL INSULATION VENTILATION GAP SHEATHING PER SHEATHING PER STRUCTURAL STRUCTURAL SHEATHING PER STRUCTURAL 2X RAFTERS SISTERED TRUSSES,SEE 6961� STRUCTURAL TRUSSES,SEE TO EXISTING PER REGISTERED STRUCTURAL STRUCTURAL TECT SUSPENDED R-49 BATT INSULATION R-49 BATT INSULATION EXISTING INSULATION IA D. PPE 5/8"TYPE X GW B ACOUSTICAL CEILING TILES WIRE/STRING TO WIRE/STRING TO EXISTING GWB STATE OF WASHINGTON SUPPORT INSULATION SUPPORT INSULATION c1 GWB CEILING c2 ACOUSTICAL CEILING R1 TYPICAL SHINGLE ROOF R2 LOW SLOPE SHINGLE ROOF R3 EXISTING LOW SLOPE ROOF RATING-NOT RATED RATING-NOT RATED RATING-NOT RATED RATING-NOT RATED RATING-NOT RATED ACOUSTICAL CEILING DETAILS SUPPORT WIRES,SEE ACT VERTICAL 12 GA.HANGER WIRE 12"GA.WIRE HANGER TO (n SWAY BRACE DETAIL,TYP. SPACED 4'-0"O.C.ALONG MAIN BEAM STRUCTURE AT EACH CORNER LLJ M TO STRUCTURE ABOVE OF FIXTURE 8"MAX. CC4 ALL WIRE TIES ARE VERTICAL STRUT CAPABLE (4)12 GA.WIRES SECURED TO HD ATTACH SLACK WIRES DIRECTLY /4"MIN. U TO BE(A TIGHT LOADS RESISTING VERTICAL MAIN BEAM WITHIN 2"OF CONNECTION TO FIXTURE AT DIAGONAL TURNS AROUND LOADS AT 12'-0"'O.C. ITSELF WITHIN 3" BEGINNING 6'-0"FROM WALL OF VERTICAL STRUT TO MAIN BEAM CORNERS SPLAYED 90 DEGREES FROM EACH (� LU W Q OTHER.45 DEGREES MINIMUM FROM �j CEILING PLAN.LATERAL FORCE O O O 9 4S°T BRACING SHALL BE PLACED 12'-0"O.C. v e v e v e v e v e v e e e .. IN BOTH THE 90.00° POINT WIDTIHIN 6?I0"FR MITEACH WALLT \ ~ Z SECURE TO STRUCTURE ABOVE \2"MINI. LLI Z W Z �P? $ HD MAIN BEAM L (, 0) UWZ O ATTACH FIXTURE TO CEILING J H O J SUSPENSION SYSTEM WITH —1Lt.l W v OSs POSITIVE CLAMP DEVICES HAVING CAPACITY OF 100%OF O Q > ti Q o 0 0 0 0 0 0 0 o ACT LIGHTING FIXTURE WEIGHT IN CROSS RUNNER ANY DIRECTION NOTE:(1)END OF CEILING GRID SHALL NOTE:AT ALL SPLICES IN BE ATTACHED TO WALL MOLDING.THE WALL TRIM,PROVIDE NOTE:SUSPENDED CEILINGS NOTE:COORDINATE AT EDGES OF q NOTE:PROVIDE RATED LIGHT OTHER END(AS ILLUSTRATED HERE) LAPPING SUPPORT$O Z SHALL BE INSTALLED PER FLOATING CEILING SO SWAY FIXTURE TENT ASSEMBLY PER SHALL HAVE A 3/4"CLEARANCE FROM THAT ALL TRIM IS ALIGNED. O ASTM C636.CISCA ZONES 3-4 BRACING DOESN'T SHOW UL P508(5/8"GWB)FOR ALL WALL AND FREE TO SLIDE.GRID SHALL DEVIATIONS OVER 1/16" &ASCE 9.6.2.6.2.2 LIGHTS IN FIRE-RATED CEILING BE ATTACHED AT(2)ADJACENT WALLS SHALL BE CORRECTED ASSEMBLIES (POP RIVETS OR APPROVED METHOD). OR REPLACED Q WIRE TIES CEILING BRACE A.C.T.SWAY BRACE LIGHT FIXTURE SUPPORT GRID AT WALL Q W GENERAL NOTES 1. REFERENCE GENERAL NOTES AND ACOUSTICAL NOTES ON A0.30. W 2. PROVIDE ACOUSTICAL INSULATION AT ALL NEW ACOUSTICAL CEILING TILES. (n Q Z_ W W M H N W N > 00 . a) LLI � Q D t- 0 () Z Z J J a Q [ Q Sheet Contents: BUILDING ASSEMBLIES Revisions: Rev. Date Drawn By:CB,KV Checked: CB,BP Date: 1 011 4/2 02 2 Job No.: 656 Sheet No.: A0.31 DEMO FLOOR PLAN GENERAL NOTES DEMOLITION LEGEND FLOOR PLAN GENERAL NOTES NEW CONSTRUCTION LEGEND 1. MECHANICAL WORK IS DESIGN-BUILD. DEMOLISH/REMOVE AND DISCARD 1. MECHANICAL WORK IS DESIGN-BUILD. IN CONTRACT architects COORDINATE WORK WITH ELECTRICAL �� COORDINATE WORK WITH ELECTRICAL SUBCONTRACTOR. SUBCONTRACTOR.2. ELECTRICAL WORK IS DESIGN-BUILD. Q/= EXISTING,TO REMAIN REMOVE;STORE FOR REINSTALLATION 2. ELECTRICAL WORK IS DESIGN-BUILD. 0 COORDINATE WORK WITH MECHANICAL COORDINATE WORK WITH MECHANICAL MOUNT VERNON SUBCONTRACTOR. 0 EXISTING,TO REMAIN SUBCONTRACTOR. REINSTALL EXISTING P:(360)336-2155 3. PRESERVE 8 PROTECT ALL EXISTING ITEMS 3. PRESERVE 8 PROTECT ALL EXISTING ITEMS 204 West Montgomery Street NOTED TO REMAIN OR NOTED"NO WORK". NOTED TO REMAIN OR NOTED"NO WORK". ,--__- F.O.I.O. Mount Vernon,WA 98273 4. DEMOLISH EXISTING GWB AND OTHER WALL 4. EXISTING GWB AND OTHER WALL FINISHES www.hkpa.com FINISHES AS REQUIRED TO COMPLETE SHALL BE PATCHED AND FINISHED TO MATCH F.O.I.C. MECHANICAL,ELECTRICAL,AND PLUMBING ADJACENT FINISHES WHERE DEMOLISHED TO WORK. ACCOMMODATE MECHANICAL,ELECTRICAL, AND PLUMBING WORK. 6961 IBC SECTION 1202.4.1-VENTILATION REQUIREMENTS RECISIERED ECT IBC 1202.4.1.1.-VENTILATION FOR OPEN EARTH IBC 1202.4.1.2.-VENTILATION FOR COVERED IAN D. PPE CRAWLSPACE FLOORS CRAWLSPACE FLOORS STATE OF WASHINGTON THE NET AREA OF VENTILATION OPENINGS FOR THE NET AREA OF VENTILATION OPENINGS FOR CRAWL SPACES WITH UNCOVERED EARTH FLOORS CRAWL SPACES WITH THE GROUND SURFACE SHALL BE NOT LESS THAN 1 SQUARE FOOT FOR EACH COVERED WITH A CLASS I VAPOR RETARDER SHALL 150 SQUARE FEET(0.67 M2 FOR EACH 100 M2)OF BE NOT LESS THAN 1 SQUARE FOOT FOR EACH 1,500 CRAWL SPACE AREA. SQUARE FEET(0.67 M2 FOR EACH 1000 M2)OF CRAWL SPACE AREA. EXISTING CRAWLSPACE:NO WORK ADDITION CRAWLSPACE: AREA: 1847 SF 1847 SF/1500 SF= 1.2 SF VENTILATION REQ'D FOR ADDITION=1.2 SF TOTAL VENTILATION REQ'D:1.2 SF W M U N N > Do 11vW W > Q � U) U) z LU � O LLJ L U' a) (UWZZ � JWNa' OQ > r� Q 86-10 1/2" A B C D E F q g B.1 D D.1 E 18'-10 3/4" 21'-51/2" 7'-9" 10'-81/2" 11'-6 1/2" 11'-3 3/4" Q 29'-21/2" -71/222'-3" 11'-93/4" 18'-103/4" 4' _ 7 1/4" 1 4'-01/4" 1 W 'lypl{y _ EXISTING _ '- �• rz, CRAWLSPACE W EXISTING CONC. -.EXISTING EXISTING a v /J� GARAGE SLAB, .BAQEMENP,, CRAWLSPACE, / EXISTING V) NO WORK NO VSORK' NO WORK L CONCRETE _ - - GARAGE SLAB - B /� I-• I I Q Z P :A) 1 _ EXISTING �< W Cl) 8 8 -� LLI CRAWLSPACE H N VENTS TO REMAIN I > Q X W EXISTING FOUNDATION CRAWLl31PACE.a � Q VENT D r ~ O EXISTING BASEMENT AND '4 �f� w+ Q W COLUMNS JJJ I I I I I I I EXISTING DOOR,FRAME, Z AND STAIR TO REMAIN U Z _ 16"x8'CRAWLSPACE a {r` VENT,TYP. I. l.: CRAWLSPACE L J N } ® VENT (L PRESERVE AND PROTECT EXISTING UTILITIES,SEE FOUNDATION,SEE I[ -- -— MECHANICAL,TYP. STRUCTURAL— EXISTINGgVrl Sheet Contents: FOUNDATION I <P k FOUNDATION PLAN- WALL TO REMAIN, ;. DEMOLITION AND PRESERVE AND PROTECT,TYR - — e, ADDITION EXISTING CRAWLSPACE Revisions: VENTS TO REMAIN, 9I. ` 4 e4{ Rev. Date PRESERVE AND P PROTECT,F.V.LOCATION - - I � e RAMP FOUNDATION,SEE �{ STRUCTURAL �. CRAWLSPACE VENT 5 — — — — — EQ EQ Drawn By:CB,KV 46'-'53/4° Checked: CB,BP Date: 10/14/2022 A B C D E F A B B.1 C C.1 D D.1 E E.1 F Job NO.: 656 1 FOUNDATION PLAN-DEMOLITION 2 FOUNDATION PLAN-ADDITION Sheet No.: A2.00 DEMO FLOOR PLAN GENERAL NOTES DEMOLITION LEGEND 1. MECHANICAL WORK IS DESIGN-BUILD. COORDINATE WORK WITH ELECTRICAL DEMOLISH REMOVE AND DISCARD architects SUBCONTRACTOR. N REMOVE;STORE FOR REINSTALLATION 2. ELECTRICAL WORK IS DESIGN-BUILD. COORDINATE WORK WITH MECHANICAL SUBCONTRACTOR. 0 EXISTING,TO REMAIN MOUNT VERNON 3. PRESERVE&PROTECT ALL EXISTING ITEMS P.(36W)336-2155 204 West Montgomery StreetNOTED TO REMAIN OR NOTED"NO WORK". 4. DEMOLISH EXISTING GWB AND OTHER WALL Mount Vernon,WA 98273 FINISHES AS REQUIRED TO COMPLETE www.hkpa"Com MECHANICAL,ELECTRICAL,AND PLUMBING WORK. 6961 REGISTERED ITECT IAN-D. PPE STATE OF WASHINGTON A B C D E 86'-9 3/4" F EXISTING STAIR AND 18' 103/4" 29'-21/2" 4'-71/2" 22'-3" 1v-93/4" LANDING TO REMAIN,TYP. EXISTING RAMP TO A3.10 - - REMAIN,TYP. 8. DEMOLISH PORTION OF p. * _ EXISTING WALL EXISTING 3_ EX DOOR AND FRAME,PREP FOR DOOR INSTALLATION �DN M'a g EX.:. M W M Ds. IL. Win. U N 2 -- -- — — — — -- -- — IC — 0O -- -- w II" � � LLIa� Y-Z Q -- a W LLI > X i� �/ I Q W O W Z a ON I. LD DEMOLISH EXISTING LAP L SIDING,ANDBUILDING N (� W Z Z A3 AV WRAP,TYP. J J A I O Q � N Q DEMOLISH EXISTING DOOR,PREP EXISTING H WALL FOR INFILL - 9• Q DEMOLISH WINDOW,PREP Z FOR INFILL Q '•EXISTII;IG}tENNCitS, I DEMOLISH WINDOWS,PREP -.,.g• I�=T FOR WINDOW Q lY REPLACEMENT,TYP. EX 3 U DEMOLISH PORTIONS (n U OF EXISTING WALLS LLI — — _OF DEMOLISH PORTION EXISTING SIDING > AND WRB EXISTING SINK AND EX.MECHANICAL UNIT COUNTER TO REMAIN TO REMAIN _ - DEMOLISH EXISTING W DOWNSPOUT (n RELOCATE EXISTING MECHANICAL UNIT SEE _ DEMOLISH EXISTING _ HVAC SIDING AND WRB,CORNER DEMOLISH EXISTING TO CORNER,TYP. a WINDOW,PREP FOR DEMOLISH PORTION OF Z - ". EXISTING EXTERIOR INFILL WALL AND WINDOW,TYP. DEMOLISH PORTION DEMOLISH EXISTING W Cl) OF EXISTING N EXTERIOR WALL,TYP. WINDOWS,PREP FOR W N INFILL 00 1 >LLJ 00 A3.12 � a N ~ Z O O OE o H W 1 FIRST FLOOR PLAN-DEMOLITION J J Q P Q Sheet Contents: EXISTING FIRST FLOOR PLAN-DEMOLITION Revisions: Rev. Date Drawn By:CB,KV Checked: CB,BP Date: 1 011 4/2 02 2 Job No.: 656 Sheet No.: A2. 10 FLOOR PLAN GENERAL NOTES NEW CONSTRUCTION LEGEND ROOM FINISH SCHEDULE SEE SPECIFICATIONS FOR MATERIAL TYPES AND SCHEDULES.SEE REFLECTED CEILING PLAN FOR CEILING FINISHES. 1. SEE MECHANICAL FOR MECHANICAL FLOOR FINISH TYPES WALL FINISH TYPES WORK. O IN CONTRACT TYPE MATERIAL BASE REMARKS TYPE MATERIAL FINISH REMARKS architects 2. SEE ELECTRICAL FOR ELECTRICAL 0 EXISTING,TO REMAIN WORK. A EXISTING EXISTING PRESERVE AND PROTECT 1 EXISTING EXISTING PRESERVE AND PROTECT 3. PRESERVE&PROTECT ALL EXISTING MOUNT VERNON 0 REINSTALL EXISTING 6 SHEET VINYL 1 RUBBER 2 GWB PAINT ITEMS NOTED TO REMAIN OR NOTED P:(360)336-2155 "NO WORK". C SHEET VINYL 1 INTEGRAL COVE 3 FRP FACTORY HEIGHT PER ELEVATIONS;CLASS C MINIMUM. 204 West Montgomery Street 4. EXISTING GWB AND OTHER WALL ,_._._, F.O.I.O. Mount Vernon,WA 98273 FINISHES SHALL BE PATCHED AND D CARPET TILE RUBBER 4 MR GWB www.hkpa.com FINSHED TO MATCH ADJACENT F.O.I.C. FINISHES WHERE DEMOLISHED TO E SHEET VINYL 2 INTEGRAL COVE 5 EXISTING PAINT ACCOMMODATE MECHANICAL, ELECTRICAL,AND PLUMBING WORK. 6961 REGISTERED ITECT IAN-D. PPE STATE OF WASHINGTON D.1 IE) E.1 (r I 88'-10" � � `T yY 18'-10 3/4" 21'-51/4" T-9 3/4" 1 3'-11 112" i 10'-8 114" 11'-7" 5 3/4" 11'-31/2" mil INFILL OPENING 71/2 O O A3.10 A3.14 FELINE-DESIGNATED MAIN ENTRY -----------------------------------_------------------------------------------------_____ ______ __ 2 1 EXISTING DOOR AND EX. FRAME,TYP. IDS ________________ ____ T________________ D Ex. DS 2 — - — — — — — — — — — — — W M U N cat N KENNELS • L DN i > � Cl) W E%.GARAGE -- - IX.TREATMENT 1j J • • 1 -__ W \ Q I -- WINDOW.SEE -- -- W z • ;`. 22 • LU SCHEDULE,TYP. ? Q Wa — 7 ~ Z DN EXISTING BUILDING (n ON FEE 102.47 0 INFILL OPENING Q Q W Ezx.�3ao EXISTING SINK,TYP. L 0 - 6 EX REGEPIIOM L) LJJ Z 2 A •+.s UP J LLI N ILI: SEE CIVIL AND 0 Q , Q 17 IX.coRwtGox I I A ZRAMP, STRUCTURAL,TYP. EA3(1)LAYER OF 5/8"TYP X Z GYPSUM WALLBOARD _0 Ex. I I I I H DS A 7'-911 EX E%M1 '? �_ _______________________________ ___ ___________________ __ _ _�_� — �z 6A Q 4 3 A ROGM DS 61 CANINE-DESIGNATED W (1)LAYER OF 5/8"TYP X L- _J 3 I 3 r I MAIN ENTRY _V GYPSUM WALL BOARD SURGERY 2 -i \ -- PROPOSED ADDITIQN EX.MECHANICAL UNIT D o• • FEE 102.47 rr • 2 TO REMAIN,SEE HVAC r — — 1 • ' I W UNCONDITIONED SHED -{ n�' V) (1� SPACE B R1 I -{-{ I } LJ O 1 R2 2 I _•_' DCEmox c r-t. I� P Q o• ns A2.4 1 A4.10 ./ 1 pw===4 I 6B • i — Z DOOR AND FRAME AS I - - • I 2 "� I 1 lJ.l d SCHEDULED ------ c z,3 CONCRETE PAD FOR MEDGAS `---- 1 I r — — 2 N TANK STORAGE SHED, I r -- sTEwo%Anax �1— 9_e SEE CIVIL 6 D I c os s F J 9A G�� STAIRS,SEE CIVIL AND W L= (1)LAYER OF 5/8"TYP X C r--� i w6 �� x STRUCTURAL O GYPSUM WALL BOARD W 5 — �> O L Q A3.15 2 i -� — J 1 ---' � LLJ CONC F1 i 2 A3.14 RETE WALKWAY, _ _ _ Z SEE CIVIL 4 — 7 -----`- - - r�r I 2 A3.13 2 - - r — LU �T_ PASS-THRU RELITE r— rn # - 0 V Z Z W C9 W J SINK,SEE PLUMBING, c G w i r — — --_r — — — — r J N TYR i n MECHANICAL 2 1013 EQUIPMENT,SEE HVAC -- — — J L_ — — Sheet Contents: r 30"X 48"CLEAR FIRST FLOOR PLAN- 116 2 11c FLOOR SPACE FOR B ADDITION - ADA ACCESSIBLE EWJA I BENCH — — L Revisions: it -- — 7 — J — — ADA ACCESSIBLE .---L, —— , BENCH Rev. Date WINDOWAS ___�___ SCHEDULED,TYP. 3 1 B t I - I DS 5 — — — — — — — — — — — ___ a I ADA CLEAR p FLOOR SPACE 2 1 0 0 (1 Drawn By:CB,KV A3.12 A3.15 I Checked: CB,BP RAMP,SEE CIVIL AND B 1 C,1 OD D 1 bE E 1 bF STAIRS,SEE CIVIL AND Date: 1 011 4/2 0 2 2 STRUCTURAL ��ll STRUCTURAL Job NO.: n FIRST FLOOR PLAN-ADDITION 656 Sheet No.: A2. 11 FLOOR PLAN GENERAL NOTES NEW CONSTRUCTION LEGEND 1. MECHANICAL WORK IS DESIGN-BUILD. COORDINATE WORK WITH ELECTRICAL 0 IN CONTRACT architects SUBCONTRACTOR. O 2. ELECTRICAL WORK IS DESIGN-BUILD. EXISTING,TO REMAIN COORDINATE WORK WITH MECHANICAL MOUNT VERNON SUBCONTRACTOR. 0 REINSTALL EXISTING P:(360)336-2155 3. PRESERVE&PROTECT ALL EXISTING ITEMS ---- F.O.LO. 204 West Montgomery Street NOTED TO REMAIN OR NOTED"NO WORK". ----- Mount Vernon,WA 98273 4. EXISTING GWB AND OTHER WALL FINISHES Moun,tVe n,W SHALL BE PATCHED AND FINISHED TO MATCH F.O.I.C. www.hkpa.com FINISHES WHERE DEMOLISHED TO ACCOMMODATE MECHANICAL,ELECTRICAL, AND PLUMBING WORK. 6961 REGISTERED ITECT IAN D. PPE STATE OF WASHINGTON A B B.1 C.1 86'-10" T 18'-103/4" 21'-51/2" 71-9" 4'-0" 10'-81/4" IV-6314" 6" 11'-3314" 7 112" A3.10 A3.14 2 2 1 A4.10 1 A — — —IN, 2 — P P- — — LUz N-- 0 WQ W-- -- ----- w ::r LU Q H Z ----- I Q Z w 0 LU L: WEE (9 a) L) � JLJJNa' OQ > f� Q I I I I II I I Z m 4 CLEAR ————— 4 fn 101/2" g — JJJ 3'-91/2" CLEAR (� — > L — — LLI r — — V) A4.10 L — TYP I Z r — — — — W Cl) r J H N — — > 00 A3.15 2 � LU Q 0 2 A3.14 L J > y W Q D A3.13 2 - ———� 2 A3.11 w+ (n O i� LLJ LUi- -�e (� Z Z_ r — — -1 r- — — , Q J CD NOTE:DIMENSIONS ARE FROM (LQ � Q FACE OF FRAMING TO FACE OF FRAMING,TYP. - - Sheet Contents: FIRST FLOOR PLAN- -- ADDITION DIMENSIONS PLAN _j 4 Revisions: M 1r_0,11/a^ A it-334 It--T1ia m'-r' Rev. Date r_2^ 1'=s^ 5 — — — — — — — — — — — — — — I I I I I 4'-11 1/2" F D 3'-0 3/4" N — J 2 ki � Drawn By:CB,KV Checked: CB,BP Date: 1 011 4/2 02 2 �A B B1 C1 D1 EA Job No.: 11'-9114" 11'-3314" 12'-03/4" 11'-4" 656 n FIRST FLOOR PLAN-DIMENSIONS Sheet No.: A2. 12 FLOOR PLAN GENERAL NOTES NEW CONSTRUCTION LEGEND 1. MECHANICAL WORK IS DESIGN-BUILD. COORDINATE WORK WITH ELECTRICAL IN CONTRACT architects SUBCONTRACTOR. O 2. ELECTRICAL WORK IS DESIGN-BUILD. EXISTING,TO REMAIN COORDINATE WORK WITH MECHANICAL SUBCONTRACTOR. 0 REINSTALL EXISTING MOUNT VERNON 3. PRESERVE&PROTECT ALL EXISTING ITEMS P:(360)336-2155 NOTED TO REMAIN OR NOTED"NO WORK". ,_____; F.O.I.O. 204 West Montgomery Street 4. EXISTING GWB AND OTHER WALL FINISHES Mount Vernon,WA 98273 SHALL BE PATCHED AND FINISHED TO MATCH F.O.I.C. www.hkpa.com ADJACENT FINISHES WHERE DEMOLISHED TO ACCOMMODATE MECHANICAL,ELECTRICAL, AND PLUMBING WORK. 6961 REGISTERED ITECT IAN D. PPE STATE OF WASHINGTON E E.1 F 18'-103/4" 29'-31/4" 4'-63/4" 22'-3" 11'-91/2" I I I I I I 2 I I A4.10 -- DNMLip tU 2 EXISTING RAMP — Q — 0 LJJ CV -- U N -- w > 00 LLJ -- w � � Z DN DIN W Z W O L Z N U W Z-1 — 3 w O UP OQ > tiQ z O Ed ,G Q 000 w IT �\ O �L/L^I RECEPTM)N nCf r�h V/ Q A4.10 �� z W Cl) WN ,BIERRIIATGN WAKING AREA N 00 LU O) LIJ ❑ r ~ LU O Ld W H GGGSTAnGR3 _ y � vZz I J J uw O O z L J °w (L MINGR SURGERY Sheet Contents. FIRST FLOOR PLAN- GErIGE J _ ADDITION CASEWORK& EQUIPMENT PLAN Revisions: < Rev. Date VG ---- --- r r 5 — — — — — — — — — — — UP z 0 Drawn By:CB,KV Checked: CB,BP 1I Date: 11114/2022 B 1 Cb C D D 1 E E.1 Job No.: 11'-3 5/8" 12'-4 3/4" 11'-0" 666 1 FIRST FLOOR PLAN-CASEWORK EQUIPMENT Sheet No.: 3 16 A2. 13 REFLECTED CEILING PLAN GENERAL NOTES RCP GRAPHIC LEGEND PLAN LEGEND CEILING FINISH SCHEDULE 1. FOR CEILING HEIGHT DENOTES"CEILING TIGHT TO STRUCTURE,FIELD VERIFY" 2X4 SUSPENDED � 2X4 RECESSED LIGHT FIXTURE ® EMERGENCY EXIT SIGN � NEW CEILING FINISH TYPES architects TO S TYPE MATERIAL I FINISH REMARKS 2. EXISTING LIGHTS AND DEVICES NOT SHOWN AT ACOUSTICAL CEILING EXISTING,TO REMAIN EXISTING CEILING WHERE NO WORK IS NOTED. A ACOUSTIC CEILING TILE BY MANUFACTURER MOUNT VERNON 3. ELECTRICAL,VENTILATION,PLUMBING AND RELATED171 P:(360)336-2155 WALL MOUNTED EXTERIOR F.O.I.O. B GYPSUM WALL BOARD PAINT 204 West Montgomery Street SYSTEMS ARE DESIGN-BUILD. GWB 2X2 RECESSED LIGHT FIXTURE g LIGHT FIXTURE Mount Vernon,WA 98273 4. LIGHTING ITEMS SHOWN HERE ILLUSTRATE DESIGN INTENT.INSTALLED SYSTEMS MAY VARY.SYSTEMS F.O.I.C. www.hkpa.com TO BE DESIGNED AND SUBMITTED BY ELECTRICAL CONTRACTOR. SURGERY LIGHT FIXTURE p RECESSED CAN LIGHT 5. VENTILATION SYSTEM COMPONENTS NOT SHOWN. FIXTURE SYSTEM TO BE DESIGNED AND SUBMITTED BY MECHANICAL CONTRACTOR. O PENDANT FIXTURE 6961� REGISTERED TECT IAN D. PPE STATE OF WASHINGTON C.1 lu, D.1 ,t7 E.1 (r) 7 Y IY 7 IY DEMO EXISTING CEILING AND INSTALL NEW AS SCHEDULED LIGHT FIXTURE,SEE ELECTRICAL I I II I LU I I ty 00 (n EXISTING FIXTURE,TYP. W W >W O Q EX.+GMAGE TKAMENUfc T J E% O EXISTING CEILING LU 0 FINISH, Q Q W �N RGGM y V L: WEE W Z Z J H O � JWNa' OQ > r� Q O RECESSED LIGHT IN SOFFIT TO MATCH RnoE ooR EXISTING LIGHT AND +a E% n Ex SPACING,SEE ELECTRICAL Z O Ez.coRRloae CONTINUE TONGUE AND GROOVE SOFFIT TO MATCH EXISTING SOFFIT O Q� - - - - - - - - - � (n w o UILL1170 - > w RERY WOfi RECERTM)N Q A Z A B O O O W Cl) O oTERauwnox LU N os W CO a-' EL EXIT SIGN,TYP. > M p ExaX SEE ELECTRICAL Sao W > GWB SOFFIT � Q o N Z LU CONTINUOUS SOFFIT o O PENDANT LIGHTING, W �l O E VENT,TYP. SEE ELECTRICAL Z ! C9 DOL STATIONS A TS'�. � () Z_ J J NA O ,a " JN11 a D_ Qr� Q MIXG MFA O wA + I o Sheet Contents: REFLECTED CEILING PLAN IFRIE 0 E%OM Revisions: °'e E-o Rev. Date CONTINUOUS SOFFIT VENT,TYP. O Drawn By:CB,KV EXTERIOR LIGHT Checked: CB,BP FIXTURE, SEE Date: 1 011 4/2 02 2 ELECAL Job No.: 656 Sheet No.: n FIRST FLOOR REFLECTED CEILING PLAN AZ 4 ATTIC VENTILATION CALCULATIONS ROOF PLAN GENERAL NOTES NEW CONSTRUCTION LEGEND REQUIRED ROOF VENTILATION 1. SEE MECHANICAL FOR ALL MECHANICAL RELATED IN CONTRACT ROOF AREA 2,637 SF EAVE VENTILATION WORK. O REQUIRED VENTILATION 1/300 EAVE VENT(WEST) 2. SEE ELECTRICAL FOR ALL ELECTRICAL RELATED WORK. 0 EXISTING,TO REMAIN 9 SF VETIL NTIL SFATION'144(IN.PER SQ.FT.) SAVE LENGTH 44 FT 3. SEE PLUMBING FOR ALL PLUMBING RELATED REINSTALL EXISTING architects 9 SF 1,266 IN'VENTILATION JOIST BAYS(24") 22 JOIST BAYS WORK. F.O.LO. 633IN'EAVE VENTILATION (3)1.5"DIA.VENT HOLES @ 3•[3.14•(1.5`)1 6331N'RIDGE VENTILATION EACH JOIST BAY 21.21W PER JOIST BAY O F.O.I.C. MOUNT VERNON P:(360)336-2155 PROPOSED ROOF VENTILATION EACH VENT AT ONE SIDE 21.21N''22 BAYS 204 West Montgomery Street 4661N' Mount Vernon,WA 98273 RIDGE VENTILATION-OPTION 1 EAVE VENT(EAST) ROOF PLAN DEMOLITION GENERAL NOTES DEMOLITION LEGEND www.6kpa.com RIDGE VENT EAVE LENGTH 43 FT 1. CONTRACTOR TO FIELD VERIFY EXISTING ROOF fir- DEMOLISH/REMOVE AND DISCARD RIDGE LENGTH 54 FT JOIST BAYS(24") 22 JOIST BAYS CONDITIONS. MANUFACTURED PRODUCT 54 FT X 151N2/LF 2. SEE MECHANICAL FOR ALL MECHANICAL REMOVE;STORE FOR REINSTALLATION @ 151W PER 1 LF (3)1.5"DIA.VENT HOLES @ 3*[3.14•(1.5')] RELATED WORK. =810 IN'EAVE VENT>633 IN'REQUIRED EACH JOIST BAY 21.2 IN2 PER JOIST BAY 3. SEE ELECTRICAL FOR ALL ELECTRICAL RELATED 6961 WORK. EXISTING,TO REMAIN RIDGE VENT PERCENTAGE 810 IN2/(810 IN2+g321N2) EACH VENT AT ONE SIDE 421.2 66IN'"226AYS REGISTERED 8101N2/1742 INS 4661N' 4. SEE PLUMBING FOR ALL PLUMBING RELATED ITECT 46.6% WORK. IAN D. PPE RIDGE VENTILATION-OPTION 2 TOTAL EAVE VENTILATION 932 IN2 EAVE VENT STATE OF WASHINGTON ROOF VENT 9321N-EAVE VENT>6331N2 REQUIRED MANUFACTURED PRODUCT 9321N2/501W,18.64=18 @ 50 IN2 EACH ROOF VENT PERCENTAGE 18 X 50 IN2=goo IN2 9001N2/(9001N2+9321N2) 900 IN'/1832 IN' 49.1% W M U N N > DO 11vW W > Q � U) z LU � O LLJ L U' a) (UWZZ � JWNa' A B C D E F A B B.1 C CA D D.1 OE E.1 F O Q > ti a 88'-10" 86-10" 18'-103/4" 29'-21/2" 4'-7112" 22'-3" 11'-93/4" 40'-41/4" 7'-9" 4'-0114" 10'-81/4" 1V-63/4" 6, 11'-33/4" Z ASPHALT SHINGLES,TYP. 7 1/2 Q DS QEX. q./1,-0 �q„/1•_0• q./1,-0 � / I `J 1 - „/1,_0„ 4./1,-0 (n� 18.43°� 18.43° 18.43° 18.43° EX. I DS DS q "/1-0. „/10„ 18.43 18.43° ;V 4° 4° W i / zt EXISTING RIDGE _ _ } M Q EXISTING RIDGE Z 1 2 3 V A`LEY - W Cl) ry � 4� o0 m N EX. W 00 VERFRAMING 3 _ i s - - 3 - - - - - - - - SEE STRUCTUR- - - O (n W Q 1 DS W DS- - O D a MODIFY EX.DOWNSPOUT - _ -- W Z TO CONNECT TO GUTTER _ LaL) WW O l _ EXISTING SKYLIGHTS _ ! C7 UEXISTING SKYLIGHTS TO B I �A B ROOF AREA+/"2,500 SF V Z Z REMAIN.TEMPORARILY - REMOVE AS REQUIRED FOR ROOFING SOLAR ZONE 40%=1,000 SF QI a Q Q REPLACEMENT.REINSTALL ROOF OVERHANG ADDITION - �(X�T� 2'%1'-0" TO EXISTING ROOF,SEE ,Sheet Contents: EXISTING // STRUCTURAL _ PARAPET WALL / _ ROOF PLAN- / LOW SLOPE ASPHALT ROOFING - p ' DEMOLITION AND DEMOLISH ASPHALT LOW- // - ADDITION SLOPE ROOFING DOWN TO - ReVISIOnS: SHEATHING,SEE STRUCTURAL FOR EAVE EXTENSION GUTTERS,TYP.AT ALL - Rev. Date SHINGLED ROOFS DEMOLISH EXISTING ROOFING / DOWN TO SHEATHING,PREP / ADDITION ROOF,SEE FOR OVERFRAMING,FIELD // STRUCTURAL - VERIFY CONDITIONS,SEE - STRUCTURAL RAMP BELOW,SEE CIVIL,TYP. - DEMOLISH EXISTING FASCIA, / - GUTTERS ASNEEDED / —Ds --- - - - _ _ O Drawn By:CB,KV DEMOLISH EXISTING Checked: CB,BP BUILDING,SEE SITE PLAN AND CIVIL,TYP. I ti Date: 11114/1012 Job No.:65 656 B.1 c c.1 D D.1 b E.1 F Sheet No.: n ROOF PLAN-DEMOLITION r ROOF PLAN-ADDITION D.1 E E.1 WINDOW AS SCHEDULED architects PRESERVE EXISTING STRUCTURAL FRAMING AT PATCH AND PAINT MOUNT VERNON TOILET SEE DEMOLISHED WINDOW, PREP FOR PARTIAL INFILL WALLAS LIGHT FIXTURE,ELECTRICAL,TYPS.EE P:(360)336-2155 PLUMBING AND PATCHING SCHEDULED,TYP. 204 West Montgomery Street VANITY LIGHT,SEE PAINT EXISTING Mount Vernon,WA 98273 10'-8314" SINK,SEE PLUMBING INFILL EXISTING ELECTRICAL,TYP. WALLAS www.hkpa.com GRAB BARS,TYP. 1-5" � OPENING TO FRAME MIRROR SCHEDULED,TYP. HOLD NEW WINDOW,AS - 2"REACH DEPTH SCHEDULED,TYP. A EXISTING WALL TO DOOR AND FRAME AS REMAIN GRAB BARS,TYP. ,PTD SCHEDULED,TYP. TOILET,SEE SD-1 6961 o— — — — — — — — PLUMBING,TYP. REGISTERED 18 — ° ITE E ° ° 30"x 48"ADA SINK CLEAR ^ 2 FRP,TYP. IAN D. PPE o FLOOR SPACE $ STATE OF WASHINGTON v 2'-0" DOOR AND FRAME AS SCHEDULED,PATCH AND INSULATOR AT INTEGRAL COVE / \ PAINT EXISTING WALL AS EXPOSED SUPPLY 18" SINK,SEE BASE,TYP. NEEDED AND DRAIN LINES PLUMBING,TYP. SEE PLUMBING 4 a� 2 RESTROOM-NORTH WALL 3 RESTROOM-EAST WALL pY 1 1/4"=1'-0" 1/4"=1'-0" 60^ +� , r - �,i� so" I I I � W M U 04 WASTE RECEPTACLE, 2 > 00 F.O.I.O. PAINT EXISTING WALLS (n M W O W W > Q INFILL WALL,PATCH AND FRP,TYP. GRAB BARS,TYP. aI Q PAINT AS SCHEDULED EQ. 4'-0" EQ. 40" SANITARY NAPKIN = Z GB-1 RECEPTACLE (n WASTE RECEPTACLE, ' ' TOILET,SEE LU Z 60"TURNING MECHANICAL,TYP. Q Q W DIAMETER,TYP. F.O.LO. C''� C9 o .f' WASTE RECEPTACLE, 7 L e F.O.I.O. PD 0) U W Z Z 54"X 60"ADA DOORS F w J ~ O J MANEUVERING CLEAR < J W N FLOOR SPACEI 8 8^ O Q > t` Q D.1 bE E.1 n ENLARGED RESTROOM PLAN n RESTROOM-SOUTH WALL n RR SOUTH -WEST WALL Z 1/4"=1'-0" O H B.1 l c) C.1 OD Q 7 LLI PASSTHROUGH V 10'-111, 5 2 SIM 4 W LLI 2 A6.30 A6.30 A6.30 PASS-THROUGH CASEWORK,F.O.I.O. Q COUNTERTOP, III "i p F.O.I.O. _ W Cl) COUNTERTOP r ` N _ BRACKETS,F.O.I.O. i , LLIN FRP,TYP. _ -- t > 00 i __________ LLIJ nwQ CASEWORK,F.O.I.O. / \ ---- INSULATORAT Q 2 EXPOSED SUPPLY AND DRAIN LINES Z B D CW 0 / 18"MIN 18"MIN Q SINK,SEE PLUMBING. � I1J �l I I I I CLEAR CLEAR �+ � ! Z Z L STERILIZATION-NORTH WALL n STERILIZATION-EAST WALLNWDRYER,F.O.I.O. � ____- I � I I Sheet Contents: �-----_-----. ENLARGED PLANS AND L — — INTERIOR ELEVATIONS Revisions: WASHER,F.O.I.O. Rev. Date I FRP EQ. 4'-0" EQ. --- WASHER AND DRYER, INTEGRAL COVE BASE F.O.I.O Drawn By:CB,KV Checked: CB,BP Date: 10/14/2022 B 1 lJ 1 b Job No.: 656 6 ENLARGED STERILIZATION/LAUNDRY PLAN 9 STERILIZATION-SOUTH WALL 1 STERILIZATION-WEST WALL Sheet NO.: -0" 1/4"-1'-0" U 1/4"=1'-0" A2.40 D.t E E.1 NEW CONSTRUCTION LEGEND 0 N/A IN CONTRACT 0 EXISTING,TO REMAIN architects INFILL L REINSTALL EXISTING MOUNT DEMOLISHED OPENING, P:(360)VERNON36-2155 0 PATCH AS REQUIRED. -_-_-_-_-_; F.O.I.O. 204 West Montgomery Street PAINT CORNER TO Mount Vernon,WA 98273 CORNER OF ENTIRE F.O.I.C. www.hkpa.com EXISTING WALL. 10'-51/2" SHELVING,F.O.I.O. TALL CASEWORK,IT CABINET,F.O.LO. U CASEWORK,F.O.I.O. A H F 6961 --- - --- X3--- -- --- REGISTITECTERED IAN D. PPE 3 _- -- OF WAS Q STATE HINGTGN z 3 I M — � r — \ ----- LU I I v1' r',�+ WBIING MFA M U N 2 I FIE : RECEPTION DESK,F.O.I.O. SOFFIT WALL CABINETS Cl) W ; Q I L J BEYOND 77 TALL CASEWORK �_ Q G.W.B.SOFFIT,TYP. FIRE --- ~ Z FIRE EXTINGUISHER CABINET, BEY i= - CASEWORKAND V) ADA CLEAR FLOOR 6 7 CABINET,TYP. CABINET,TYP. BEY D SHELVING BEYOND W ZLu O SPACE,TYP. SHELVING,F.O.I.O. A6.30 I 6 I�-J A6.30 RECEPTION DESK, 7 F.O.I.O. IL- __� L �- RECEPTION DESK, A6.30 A6.30 L) Z F.O.I.O. i -- OQ > f� Q =y D.1 E E.1 Z 3 ENLARGED RECEPTION AREA PLAN n RECEPTION AREA-FRONT DESK 3/8"=1'-0" 1/4"=1'-O" n WA -11"0 REA-FRONT DESK H Q W _U SIM > SOFFIT OPENING IN EXISTING SOFFIT A630 A6.30 A6.30 W WALL,SEE STRUCTURAL (n FOR FRAMING EXIT SIGN SEE ELECTRICAL SHELVING,F.O.I.O., - PAINT WALLS AS _ n.p SCHEDULED,TYP. PARTITION WALL, -�r- Q EX.WAITING PAINT AS li ii ROOM OPEN SCHEDULED WAITING ROOM MINOR I ii Z BEYOND OPEN BEYOND FE SURGERY ' ' ��---� - BEYOND CASEWORK,F.O.I.O. OPEN IL-,�-- --�-- Ir--� BEYOND ,I Cl) --- _ � SEATING,F.O.I.O. ��[�q _r-- n_- o _ R BASE,TYP. > 00 -- --' LU > ■ ■ ■ C/) Z O n RECEPTION AREA-NORTH WALL W W ~ RECEPTION AREA-SOUTH WALL r l RECEPTION AREA-WEST WALL r � � (� 1/4"=1'-0" 1/4"=1-0„ 1/4"-1,-0„ L) U Z Z J J a Q r Q Sheet Contents: ENLARGED PLANS AND INTERIOR ELEVATIONS Revisions: Rev. Date Drawn By:CB,KV Checked: CB,BP Date: 1 011 4/2 0 2 2 Job No.: 656 Sheet No.: A2.41 NEW CONSTRUCTION LEGEND DEMOLITION LEGEND 0 IN CONTRACT = DEMOLISH/REMOVE AND DISCARD architects 0 EXISTING,TO REMAIN REMOVE;STORE FOR REINSTALLATION REINSTALL EXISTING 0 EXISTING,TO REMAIN MOUNT VERNON P:(360)336-2155 ---; F.O.I.O. 204 West Montgomery Street ----- Mount Vernon,WA 98273 - F.O.I.C. www.hkpa.com 6961 ��IEIIITER]E'DEXISTING DORMERS TO IAN PPE 33'-101/8" 18'-11/4" REMAIN STATE OF WASHINGTON DEMOLISH EXISTING EXISTING WINDOW SHINGLES,PROTECT TO REMAIN DECKING,TYP. T.O.PARAPET WALL n 121'-1111 5/8" 1 DEMOLISH EXISTING I. I WINDOWS,TYP. DEMOLISH EXISTING SIDING AND UNDERLAYMENT, DEMOLISH EXISTING PROTECT SHEATHING,TYP. GUTTERS,TYP. EXISTING ENTRY �r _ SECOND FLOOR 1 '- TO REMAIN 11 5 5/� (n ❑ 'L_ I ( I II I EXISTING GARAGE DOOR > 00 / I II I II I fl II o0 pp �__ I �__ EXISTING DOWNSPOUT W W � Q f 1 F��� U)� � � 111111 � Q 1111111 IIIIII IIIIIIIIIIIIIIIIIIIN IIIIIIII FIRST FLOOR n Z LLJ Illl}It}Illlllll _ — — — — 102'-5 5/�8" I 0 W Z LW -W G EXISTING G AGE FFE V W Z Z 100'-8 13/32" J W N 0Q > f� Q n NORTH ELEVATION-DEMOLITION Z 3/16"=1'-0" 0 H Q W _U W U) Q Z_ W W Cl) H N E D B A W � Q 22' 3" Q 33'-10 1/8" Q 18'-9 3/4" N W O SHINGLES LLJ > EXISTING WINDOW — — — — — — U) Z T.O_PARAPET WALL w Q W 0 121'-11 5/8" H W INFILL WALL WITH U Z Z FRAMING AND LAP SIDING,TYP.— WINDOW AND FRAME 73,, 72,, SIDING AS SCHEDULED,TYP. Sheet Contents: GUTTERS,TYP. SECOND FLOOR EXTERIOR ELEVATIONS � ill,-5 5/8" V EXISTING ENTRY ❑ Revisions: Rev. Date T FIRS 00 FL R 77, 102'-5 5/8" V Drawn By:CB,KV EXISTING GA GE FFE Checked: CB,BP 100'-8 13/32" Date: 1 011 4/2 0 2 2 Job No.: 656 2 NORTH ELEVATION Sheet No.: L 3/16"=1'-0" A3. 10 DEMOLITION LEGEND NEW CONSTRUCTION LEGEND DEMOLISH/REMOVE AND DISCARD 0 IN CONTRACT architects QJ� REMOVE;STORE FOR REINSTALLATION 0 EXISTING,TO REMAIN I EXISTING,TO REMAIN 0 REINSTALL EXISTING MOUNT VERNON P:(360)336-2155 - F.o.I.O. 204 West Montgomery Street --" Mount Vernon,WA 98273 0 F.O.I.C. www.hkpa.com 6961 4 3 2 REGISTERED ITECT 7/8" 22'-8112" DEMOLISH EXISTING IAN-D. PPE PARAPET STATE OF WASHINGTON DEMOLISH EXISTING SIDING AND UNDERLAYMENT, DEMOLISH EXISTING DEMOLISH EXISTING PROTECT SHEATHING,TYP. BUILDING AND SHINGLES,PROTECT ASSOCIATED — _ _ _ _ _ _ _DECKING,TYP. _ _ _ _ — — T.O.PARAPET WALL FOUNDATIONS 121'-11 5/ EXISTING DETACHED GARAGE BEYOND DEMOLISH EXISTING (NO WORK) WINDOW --- — � DEMOLISH EXISTING ------- i - GUTTER DEMOLISH EXISTING i t SIDING,PROTECT I i UNDERLAYMENT,TYP. 1 — — — — SECOND F 500R / M �I W P. EXISTING RAILING V_ N I� II II EXISTING CONCRETE Cn W �4==J ===J L==� WALL BEYOND W LU > Q IIIIII�II I I II IIIIII III IIIIIIIII FIRST FLOOR (n Q _ _ _ Ullll III UIIUlllll _ 1oz'-55/s° Z UO EXISTING GARAGE FFE / W ZLij 100'-8 13/32" L LU Z Vr a) (UWZZ � JWNa' OQ > r� Q 1 EAST ELEVATION-DEMOLITION Q 3/16"=1'-0" H Q W _U W U) D_ Q Z_ a' 5 a Oz W Cl) H N 40•-67/8" 3'-67/8"3 22'-81/2" LLI N > 00 1 � T Uj > Q W Q ALIGN SHINGLES Z IN INSTALL T.O.PARAPET WALLS w Q W O — — — — — — — — — — — — — — — — — 121' 11 5/8" 1 H W H EXISTING DETACHED SHINGLES,TYP. (Yj GARAGE BEYOND a) V Z Z g� WINDOW,TYP.SEE '�J 0 J 33 7; WINDOW TYPES AND L J 69"� SCHEDULE a Q Q GUTTER AND FASCIA SIDING,TYP. Sheet Contents: LAP SIDING,TYP. EXTERIOR ELEVATIONS oowNSPour,TYP. _ _ — SECOND FLOOR�� 111'-5 5/8" V RAILING,TYP.SEE A3.20 ----i - EXISTING RAILING F2eVISIonS: Im El LEI El 46 Rev. Date S DS EXISTING CONCRETE WALL BEYOND I FENCE ALONG ALLEY -.... - CONCRETE STAIRS,SEE � �� � '�"`� ���"° � �' ��' - � �~� — — CIVIL Ds — — — — — — EXISTING GARAGE 08 3/3 LDrawn By:CB,KV Checked: CB,BP CRAWLSPACE VENT, SEE STRUCTURAL Date: 10/14/2022 Job No.: 656 n EAST ELEVATION Sheet No.: A3. 11 DEMOLITION LEGEND NEW CONSTRUCTION LEGEND E=- DEMOLISH/REMOVE AND DISCARD 0 IN CONTRACT architects Q/= REMOVE;STORE FOR REINSTALLATION 0 EXISTING,TO REMAIN �J EXISTING,TO REMAIN REINSTALL EXISTING MOUNT VERNON P:(360)336-2155 F.O.I.O. 204 West Montgomery Street Mount Vernon,WA 98273 — F.O.I.C. www.hkpa.com DEMOLISH EXISTING F 6961 DEMOLISH EXISTING REGISTERED ROOF PARAPET,SEE TECT STRUCTURAL FOR ROOFING DOWN TO ROOF EAVE EXTENSION OVERFSHEATHING,PREP FOR IA N-D. PPE FRAMING VERIFY CONDIMING,TIONS, FIELD STATE OF WASHINGTON VERIFY CONDITIONS, SEE ROOF PLAN AND OUTLINE OF EXISTING STRUCTURAL BUILDING,NOT SHOWN FOR CLARITY — — — — T.O.PARAPET WALL / 121'-11 5188" 1 ROOF — — — — 118'-55/8" 1 DEMOLISH EXISTING FASCIA AND GUTTERS AS REQ'D FOR ADDITION — SECOND FLO ffl / DEMOLISH PORTIONS OF LU M r EXISTING EXTERIOR U N L / WALL AND WINDOWS, 00 J PREPFORADDITION > EXISTING RAILING TO Cn la W Q fi REMAIN,TYP. W > IIIII IIIIIII FIRST FLOOR Q 102'-5 5/8" H Z :,... 0_". Lr- EXISTING GARAGE FFE / Q j OH 100' 8 13/32" V L W � ' Ve EXISTING MECHANICAL DEMOLISH EXISTING SIDING TEMPORARILY REMOVE EXISTING MECHANICAL EQUIPMENT AS REQ'D FOR O V LU Z J UNIT TO REMAIN AND UNDERLAYMENT, SIDING REPLACEMENT.COORDINATE REINSTALLATION WITH MECHANICAL O J G PROTECTSHEAT..... YP. SUBCONTRACTOR —1 LU N OQ > r� Q 1 SOUTH ELEVATION-DEMOLITION Z H Q LU _U W LIGHTING FIXTURE,SEE ELECTRICAL Q B.1 C.1 D.1 E.1 4EX ISTING SKYLIGHTS, APPROXIMATE IV-91/8" 11'-35/8" 12'-03/4' 11'-4" LU M LOCATION H N ROOF OVERHANG .10 > a)00 ADDITION TO EXISTING ROOF LLJ Cf) LU GUTTER Q T_O.PARAPET WALL 0) � Z — — — — — — — — — — 121'-11518 w• Q LU Q Ld H ROOF Z Z^Iro^ e. 1— — — 118'-55/8" (V_V Z \\ g 46 '�?69°'�• LIGHTING FIXTURE,SEE O J C J ELECTRICAL a C-4 Q EXTERIOR SIGNAGE,SEE \ SIGNAGE SCHEDULE ALIG SECOND FLOOR Sheet Contents: 111'-5 5/8" EXTERIOR ELEVATIONS RAILING,TYP.SEE A3.20 11,; �� ;`62 �j RAMP,TYP.,SEE CIVIL Revisions: Rev. Date FIRST FLOOR 102'-5 5/8" EXISTING GARAGE FFE n ——— 100'-8 13/32" V SIDING,TYP. EXISTING MECH.UNIT, SEE HVAC. UNCONDITIONED SHED Drawn By:CB,KV SPACE HIM DOOR AND FRAME Checked: CB,BP MECHANICAL AS SCHEDULED,TYP. Date; 1 011 4/2 02 2 EQUIPMENT,SEE HVAC CONCRETE WALKWAY, WINDOW AND FRAME Job No.: SEE CIVIL AS SCHEDULED,TYP. 656 RAMP,SEE CIVIL AND Sheet No.: STRUCTURAL A3. 12 2 SOUTH ELEVATION DEMOLITION LEGEND NEW CONSTRUCTION LEGEND = DEMOLISH/REMOVE AND DISCARD IN CONTRACT architects Q/Z3 REMOVE;STORE FOR REINSTALLATION 0 EXISTING,TO REMAIN EXISTING,TO REMAIN 0 REINSTALL EXISTING MOUNT VERNON P:(360)336-2155 F.O.I.O. 204 West Montgomery Street -" Mount Vernon,WA 98273 — F.O.I.C. www.hkpa.com 6961 REGISTERED DEMOLISH EXISTING T T T ITECT WINDOW,TYP. IAN- D. PPE EXISTING DORMER STATE OF WASHINGTON BEYOND e t 3/4•/1,0" � DEMOLISH EXISTING PARAPET 8.30° DEMOLISH EXISTING — — — 1 _ _ _ _ _ _ _ _ _ _ _ T.O.PARAPET WALL /1 SIDING AND BUILDING / 121'-11 5/8" WRAP,ALL SIDES / / DEMOLISH EXISTING EXISTING DOOR AND �� r BUILDING AND FRAME,TYP. 0 69 / ASSOCIATED 9"'' FOUNDATIONS EXISTING STAIRS AND W M RAILING BEYOND 2C-I 00 FIRST FLOOR Cl) W Q 102'-5 5/8" U) Q '� II _ _ _ _ Z 7 7 � _EXISTING GARAGE FEE LLJOW Z G 100'-8 13/32" V L Vr a) (UWZZ � JWNa' OQ > r� Q I I I n WEST ELEVATION-DEMOLITION Z H Q fn W _U W U) Q Z_ ��� W WINDOW,TYP. O T T l') W Cl) 7 CONTINUOUS RIDGE VENT, LU N rYP. W 00 A4.10 LIGHTING FIXTURE,SEE > a)EXISTING DORMER EXISTING ADDITION ELECTRICAL. IN ; Q BEYOND Q UNCONDITIONED SHED ASPHALT SHINGLE ROOFING AREA FOR MEDGAS Z STORAGE _ _ _ _ _ _ _ _ _ T.O.PARAPET WALL w' Q W O CONCRETE WALKWAY, 2'-07/8" 121'-11 5/8" `1 H W ��jj SEE CIVIL. GUTTER,TYP. V a EXISTING DOOR AND FRAM O O •� J Z J FRAME,TYP. WINDOW,TYP.SEE O O INSTALL NEW TRIM 68 66 WINDOW TYPES AND a C'4 Q SCHEDULE DOWNSPOUT,TYP. Sheet Contents: EXTERIOR ELEVATIONS RAILING,SEE A3.20 EXISTING STAIRS _ CONCRETE RAMP,SEE CIVIL BEYOND, INSTALL NEW RAILING------ �\ O O O PROPOSED FENCE Revisions: ALONG ALLEY Rev. Date FIRST FLOOR 102'-5 5/8" v EXISTING GARAGE FFE 100'-8 UK" Drawn By:CB,KV MECHANICAL UNITS, Checked: CB,BP SEE HVAC Date: 10/14/2022 DRYER VENT,VERIFY Job No.: LOCATION IN FIELD 656 2 WEST ELEVATION Sheet NO.: 3/16"=1'-0" A3. 13 FIBER CEMENT LAP VENTILATION GAP VENTILATION GAP SIDING SHEATHING PER CONTINUOUS ROOF ASPHALT SHINGLES,TYP. STRUCTURAL VAPOR BARRIER EXISTING ROOF UNDERLAYMENT,TYP. CONTINUOUS BEAD OF SHEATHINGWHERE SEALANT BASE,TYP.AS SCHEDULED architects APPLICABLE CONTINUOUS SELF- PREFINISHED METAL ADHERING CONTINUOUS(S-3) UNDERLAYMENT,TYP. EXTEND WRB UP TO DRIP FLASHING,FULLY SEALANTJOINTAT `L SUNDERSIDE HEATHING OF ROOF SEALED HEMMED EDGE BOTTOM PLATE MOUNT VERNON P:(360)336-2155 INTERIOR FLOORING, 204 West Montgomery Street N 4" (1)1-DIA HOLE AT EACH WRB,TYP. AS SCHED,TYP. Mount Vernon,WA 98273 ASPHALT SHINGLES,TYP. BAY www.hkpa.com c 36"STRIP OF HT S.A.M.,TYP. FIBER CEMENT TRIM ROOF STRUCTURE,SEE INTERIOR SIDE CONTINUOUS STRUCTURAL PREFINISHED METAL FLEXIBLE FLASHING, 6961 GUTTER CLEAT WRAP CORNER AND REGISTERED �..,.., S-1 SEALANT EXTEND 1/2"ONTO ITECT PREFINISHED METAL FOUNDATION IAN D. PPE GUTTER,TYP. 6" STATE OF WASHINGTON FLOOR ASSEMBLY PER PREFINISHED METAL AO.30 HEAVY GAUGE SUPPORT SOFFIT,MATCH DRIP FLASHING,FULLY 4 BRACKETS EXISTING SEALED HEMMED EDGE CLASS I OR CLASS II !� VAPOR RETARDER, FULLY-SOLDERED J� FULLY SEAL TO CLASS I OR CLASS II L/STAINLESS STEEL VAPOR RETARDER, FRAMING MEMBERS GUTTER DROP,TYP. OPEN FRAMING MEMBERS CRAWLSPACE/ VAPOR BARRIER ,: WET SET IN FULL BED OF FRAMING MEMBERS _—J S-1 SEALANT. VAPOR BARRIER 2"CONTINUOUS SOFFIT WALL TYPE PER PLAN 5/4 X 4 FIBER CEMENT VENT,LOCATE SEE ROOF PLAN PREFINISHED METAL TRIM ADDITIONAL AT BOTTOM NSPOUT,TYP.DOW FOR OVERHANG SHEATHING PER OF SOFFIT NEAR FASCIA ANCHOR BOLT PER STRUCTURAL PREFINISHED METAL STRUCTURAL BOARD CONCRETE FASCIA WITH HEMMED EDGE S-2 SEALANT CONTINUOUS METAL CLEAT INTERIOR SIDE FOUNDATION WALL CEMENT BOARD LAP SEE STRUCTURAL (� SIDING W M TYPICAL EAVE/GUTTER DETAIL TYPICAL EAVE TO WALL TRANSITION FOUNDATION TO WALL DETAIL N o U 3"=1'-0" U 3"=1'-0" LJ 3"=1'-0" U N > 00 LLJ W W > Q � U) 2x6 CONTINUOUS CEDAR RAIL FOR STAIN Z W 0 2x4 CEDAR TOP RAIL FOR W Z STAIN 2x2 BALUSTER FOR L ALIGN RAILING SLOPE STAIN VCHANGE W Z Z NOSINGWITH EDGE OF 2x6 CONTINUOUS CEDAR J O J 1-1/2"0 POWDERCOATED RAIL FOR STAIN —1 W N 1 1/2"' STEEL HANDRAIL 6 O Q > ti a CLEAR A3.20 2x4 CEDAR TOP RAIL FOR POWDERCOATED STEEL STAIN HANDRAIL SUPPORT Z BRACKET O N 1 1-1/2"0 POWDERCOATED I— U I STEEL HANDRAIL Q 4x4 CEDAR POST FOR I Q STAIN CEMENT BOARD LAP I LLI SIDING 10 DRAINAGE MAT ap I W ~ 4x4 CEDAR POST FOR STAIN } a WRB I POWDERCOATED STEEL a VAPOR BARRIER a I HANDRAILSUPPORT Z p BRACKET E2 o I W Cl)6"x 6"PREFINISHED PREFINISHED METAL N H METAL STEP FLASHING---____ DRIP FLASHING WITH HEMMED EDGE,TYP. ; 00 12"STRIP OF SAM 2x2 BALUSTER FOR N W j ASPHALT SHINGLES,TYP. STAIN LU Q Z 2x4 CEDAR BOTTOM RAIL ++ ~ O FOR STAIN W INTERIOR SIDE ROOF FRAMING,SEE III+III_ a STRUCTURAL <6"\ - TII 2x4 CEDAR BOTTOM RAIL (� Z z FOR STAIN IlIl1 I_I1111111111111111— o � N � a a a III=1 -1 -1 -1 Sheet Contents: M BED III w >_ coNCRET�E TVP. EXTERIOR DETAILS T IN BOLTS PER STRUCTURAL, _ _ NP' -III—III—III—III—III—III a 0 CIVIL EXPANSION JOINT ;' III III -III-111I 111 -111—I =1 —I II Revisions: — —i 51"BACKER SEALANTRODAND Rev. Date II—III -III-III—III III—III—III _ I -III—I I 5/4 X CEMENT 4 FIBER —III—I III III III III TRIM.TYP III—III —III—III—I 11-111—I I I SHEATHING,PER III—III—III-111-11 _ STRUCTURAL -1 I—III I—III—III—III —I =I I = WRB,TYP. I III -III—III II _ —III—II — —1 —I 1 1 _— — - Drawn By:CB,KV =1 =1 1 — 1 Checked: CB,BP 11—I I —I —I I I—I I I-1 I CONCRETE Date: 1 011 4/2 02 2 1 111—III—III—III—III AND SIDEWALK,SEE I _I I —III—III—III- STRUCTURAL Job No.: 656 4 TYPICAL ROOF TO SIDEWALL ASPHALT SHINGLE METAL STAIR RAILING SECTION METAL STAIR RAILING SECTION ELEVATION Sheet No.: 3"=1'-0" 6 3"=1'-0" 5 1 1/2"=1'-0" A3.20 architects MOUNT VERNON P:(360)336-2155 204 West Montgomery Street B.1 C.1 D.1 E.1 Mount Vernon,WA 98273 2 www.hkpa.com 4.10 CLASS I OR CLASS RETARDER,FULLY EEAAL TO FRAMING MEMBERS 6961 REGISTERED TECT RIDGE SHINGLE IAN D. PPE RIDGE VENTSTATE OF WASHINGTON Ri I I SURGERY LNG URGERY RECEPTpN WAKING MEP OB 00 0 . I ASPHALT SHINGLES ILU � M G _ FIRS02 F 008 U N UNDERLAYMENTLU LLJ LU =1 II 1=11 —II 1=1 t I I I - B.O.FOOTING II III -III III � Q SHEATHING, -III—III—I I—I I I—I I —III III—� I I I—I I I I I I I I I I I L.J1.�1 —� Z SEE STRUCTURAL V) O W ZLLJ LWEE O ROOF TRUSS, (•� W Z Z SEE STRUCTURAL g 1 C.1 D.1 E.1 F �: J W N x OQ > r� Q n RIDGE VENT DETAIL n BUILDING SECTION A Z 3" 3/16"=1'-0" H Q fn W _U W 5 4 3 2 Z W M CLASS IOR C04 LASS II VAPOR 1 A5.10 W N RETARDER,FULLY SEAL TO A5.10 A4.10 > 00 FRAMING MEMBERS O) LLJ ; o a2) 2. z J J ­­_F [ I I �pJN � IL PLUM&NG VENT 0.UM&NG VENt —PPING PLv S%IUaG RECEPTION I UNDERIAYMEM I f IF I µ Sheet Contents: UNPN E BUILDING SECTIONS DVEN UPSLDPE 5 xGLE OOOEI _ _ i SA.M.InRIP ING \ �""�`D MI-D PDx GuxR» 7 FIRST FLOOR PLY _ RINGED LEAD 0 � � .. PLUNOINGVENT _ a<�� _ Revisions: OF S-T \\(Do NOT \ \ 102'-5 5/ R LO—REDGE) NunkR xoaD III Rev. Date a s,x' LG r P T ----I--I I I—III III III—I I I—I I I_----I I I_--I I I II I �_--Ik—--I --I I--I I I—I I I--I I I—I I I--I I I--I I I- - I I--I I I—=�1 _I I I -_� I • _q =III III III- -_--1 B.O.FOOTING DGGINET.P 97-5 5 I I I I I I /8 —EXISTING BASEMENT M 1—I La I L1 IE1 I LEI � IU — I I — NPA _ 93'-8 5/ — I, ,III-1 I, ,III, I-FINGUxDERA,MEx - III IN III, — _ = III III III III III III III III Drawn By:CB, Checked: CB BP D Job No.: 656 Sheet No.: 5 PLUMBING VENT DETAIL n ROOF VENT DETAIL 2 BUILDING SECTION B A4. 1 J NTS L NTS L 3/16"=1'-0" architects MOUNT VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 www.6kpa.com 6961 REGISTERED TECT IAN D. PPE STATE OF WASHINGTON 2x OUTRIGGER,SEE STRUCTURAL,FASCIA n FASCIA BOARD,TYP. ROOF Y LU LU M CLASS I OR CLASS II STT UCOTURAL�MING,SEE V N VAPOR RETARDER, > 00 FULLY SEAL TO R2 ry a)FRAMING MEMBERS R2 ROOF _ ROOF Cl) W W Q TRUSS FRAMING, 118-5 5/8" V 118'-5 5/8" V (n LLJ Q SEE STRUCTURAL,TYP. 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F1 _ Z FIRST F LOOK /1 FIRST FLOOR _ FIRST FLOOR v 102'-5 5/8" u Q W FOUNDATION DRAIN —III—III—III—III—I III Ial Y CD III III III III III III III=III=1 =1 1= 0 c, Z z FOUNDATION,SEE STRUCTURAL,TYP. III—III—III—III—III—III—III— -_ - III III III III - A7.10 EXISTING FLOOR ASSEMBLY a Q III III III III III III III— —I :. III—III—III—III—I LASS 1 VA OR —III—III—III—III _ _ III III I I I RETARDER,TYP. a ENTIRE CRAWLSPACE III III III III III III—I Sheet Contents: —III—III —III—III— EXISTING CRAWLSPACE LEDGER,SEE WALL SECTIONS& —III —III—III—III _ —III STRUCTURAL,TYP. DETAILS B.O.FOOTINGS — —t _ I I I I I I—I I I I I—I I I I I I—I I I I I I I I I—I I I I I I I I I-I I I 1 -I I I—I I I I I I II I B.O FOO TN I I I _ — — _ 9FT9 5/G 97'-5 5/8" V -58 V Revisions: I I II — I I I I Rev. D ate h•�EARTH FILL,TYP. FOUNDATION,TYP. CRAWLSPACE,TYP. _ I _ _ SEE STRUCTURAL _—III—III—I CLASS I VAPOR —III—III—III—III CLASSIVAPOR RETARDER,TYP. _ RETARDER,TYP. ENTIRE CRAWLSPACE III—III—III—IHE ENTIRE CRAWLSPACE =III=III=III= _ _ _ EXISTING BASEMENT I 1 1 93'-8 5/8" V Drawn By:CB,KV Checked: CB,BP Date: 1 011 4/2 0 2 2 Job No.: 656 1 WALL SECTION Al 2 WALL SECTION B1 3 WALL SECTION B2-EXISTING TO NEW TRANSITION Sheet No.: 11Z A5. 10 OR AS SCHED. OR AS SCHED. OR AS SCHED. P.LAM .CASE WITH 1'-2" architects EDGING P.LAM CASE W/EDGING,TYP. P.LAM.SHELF WITH P.LAM.CASE W/EDGING,TYP. MOUNT VERNON p p EDGING,TYP. o o P.LAM SHELF W/EDGING,TYP. P:(360)336-2155 w w w w 204 West Montgomery Street y P.LAM.SHELF W/EDGING.TYP. Mount Vernon,WA 98273 U U DRILLED SHELF " w tO y DRILLED SHELF SUPPORT www.hkpa.com SUPPORT HOLES WITH j, a r a HOLES WITH SHELF PEG,TYP. o DRILLED SHELF SUPPORT K\ K SHELF PEG,TYP.O O iv m P. W. ��EDGING,TYP. ul HOLES WITH SHELF PEG,TYP. N P.LAM.COUNTER AND P.LAM.COUNTER O iN 6961 o BACKSPLASH 0 AND BACKSPLASH o REGISTERED LU w w o TECT m U m U SURFACE MOUNTED - U w N m SINK m m P.LAM.COUNTER cr7 i— IAN D. 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LU N 17" 17" > 00 a)CLEAR CLEAR Cf) LU Q TYPICAL ADA SERVICE COUNTER-OPEN BELOW n TYPICAL OPEN WORK STATION WITH CHASE n TYP.CASEWORK BLOCKING LLI Q 1'-0" 1'-0" D H O LLJ () Z Z J J IL Q r Q Sheet Contents: CASEWORK DETAILS Revisions: Rev. Date Drawn By:CB,KV Checked: CB,BP Date: 1 011 4/2 0 2 2 Job No.: 656 Sheet No.: A6.30 DOOR&FRAME SCHEDULE _+�Tl SIZE DOOR FRAME DETAILS 2018 WSEC DOOR FIRE HARDWARE GLAZING MAXIMUM MAXIMUM architects NO. WIDTH HEIGHT TYPE MATERIAL FINISH RATING TYPE MATERIAL FINISH HEAD JAMB 1 JAMB 2 SILLITHRESHOLD TYPE TYPE U-FACTOR SHGC NOTES Exterior MOUNT VERNON 1 T-0" 7'-0" C HM PAINT - C HM PAINT 1/A7.10 3/A7.10 3/A7.10 2/A7.10 EXIT GL-2 0.60 0.38 P:4 West60) Montgomery 5 6 3'-T 7'-0" A HM PAINT 90 B HM PAINT 1/A7.10 3/A7.10SIM 3/A7.10SIM 2/A7.10SIM Mount Vernon,Montgomery Street Mount Vpa. WA 98273 7 3'-0" 7'-0' B HM PAINT B HM PAINT 1/A7.10 3/A7.10 3/A.10 2/A7.10 EXIT GL-2 0.37 Www,6kpa.Com 11A 3'-0" 7'-0" B HM PAINT B HM PAINT 1/A7.10 3/A7.10 3/A7.10SIM Z/A7.10 EXIT GL-2 0.37 Interior 3 3'-0" 6'-8" A WOOD STAIN A WOOD STAIN 4 3'-0" 6'-8" A WOOD STAIN A WOOD STAIN 5 T-0" 6'-8" A WOOD STAIN A WOOD STAIN 6A T-6" 6'-8" A WOOD STAIN - A WOOD STAIN 6B 3'-0" 6'-8" A WOOD STAIN - A WOOD STAIN - - - - - - - - CLOSER NOT PERMITTED REGISTERED ECT 9A 3'-0" 6'-8" A WOOD STAIN - A WOOD STAIN - - - - - - - - 9B 3'-0" 6'-8" A WOOD STAIN A WOOD STAIN IAN-D. PPE 10A 3'-0" 6'-8" A WOOD STAIN A WOOD STAIN STATE OF WASHINGTON 1013 T-1" 6'-8" A WOOD STAIN A WOOD STAIN 11B T-0" 6'-8" A WOOD STAIN A WOOD STAIN 11C 3'-0" 6'-8" A WOOD STAIN A WOOD STAIN 17 3'-0" 6'-8" A WOOD STAIN A WOOD STAIN 22 3'-0" 6'-8" A WOOD STAIN A WOOD STAIN GLAZING TYPES DOOR TYPES SEE A7.20 FOR GLAZING TYPES AS As As SCHED. SCHED. SCHED. WALL TYPE PER PLAN 5/4 X 4 FIBER CEMENT / / / M TRIM S-1 SEALANT ❑ / ❑ 6' ❑ 6„ LU BARRIER N FIBER CEMENT � / � / � / DRAINAGE MAT 5/8"GWB,FINISH AS 1/2"BACKER ROD AND LAP SIDING w w w - go SCHEDULED S-1 SEALANT DRAINAGE MAT a uu w (Al W ; Q WRB,TYP. �I DOOR AS SCHEDULED WRB,TYP. a \�� a ¢ > Q FRAMING PER STRUCTURAL = o Z FIBER CEMENT Ix V) LAP SIDING S-3 SEALANT — — — — — TYPE A TYPE B TYPE C IQ Z L1J O PRIER NISHED METAL DRIP FLASHING WITH WOOD TRIM FOR STAIN, (SOLID PANEL) (HALF LITE) (DOUBLE LITE) L Ur UPTURNED END TYP.MATCH EXISTING U Z DAMNS,FULLY SEAL 1,:; TRIM SIZE AND PROFILE GENERAL NOTES C J H Z ] HEMMEDEDGE O 1. COORDINATE LOCATION OF EXIT DEVICES WITH DOOR RELITES. J LU N 0: 5/4x4 FIBER CEMENT _ - 1/4"BACKER ROD AND FLEXIBLE FLASHING, 2. COORDINATE DOOR HARDWARE WITH DOOR. O Q , Q TRIM "a - S-2 SEALANT WRAP OPENING PREFINISHED METAL It\�'v, DRIP FLASHING WITH UPTURNED END FRAMING PER DAMNS,FULLY SEAL STRUCTURAL FRAME TYPES g HEMMED EDGE WALL TYPE PER PLAN S-1 SEALANT FLEXIBLE FLASHING, 1/4 BACKER ROD AND VAPOR BARRIER RECITE WRAP OPENING S-2 SEALANT S-3 SEALANT HM DOOR AND FRAME, 1x4 WOOD TRIM - -AS SCHEDULED 1 1/2" Ui 1 s" _U ULI n TYPICAL EXTERIOR DOOR HEAD n TYPICAL EXTERIOR DOOR JAMB TYPE A TYPE B TYPE C N (RABBETED WOOD) (HM) (HM) Z W THRESHOLD;WET SET IN W Cl) FULL BED OF SEALANT ~ N ULI DOOR AND FRAME AS FULLY-SOLDERED � 00 STAINLESS STEEL PAN SCHEDULED (n LU Q FLASHING.WET SET IN FLUID-APPLIED FLASHING. � Q SEALANT SDEWALK,SEE FLOOR FINISH AS 0) � 0 CIVIUSTRUCTURAL SCHEDULED La LU 1/4"EXPANSION JOINT �' W " Z WITH FILLER BOARD � U Z J J IL Q r Q FLUID-APPLIED FLASHING SheetContents: DOOR SCHEDULE,TYPES &DETAILS = Revisions: Rev. Date FOUNDATION,SEE STRUCTURAL FLOOR FRAMING AND SHEATHING _ PER STRUCTURAL HANGER PER STRUCTURAL 2 TYPICAL EXTERIOR DOOR THRESHOLD Drawn By: ,KV L 3"=1'-0" Checked: CB,BP Date: 1 011 4/2 0 2 2 Job No.: 656 Sheet No.: A7. 10 WINDOW SCHEDULE ROUGH OPENING 2018 WSEC WINDOW GLAZING MAXIMUM MAXIMUM architects NO. TYPE WIDTH HEIGHT AREA TYPE NSEW A B PF U-FACTOR SHGC 2 W1 3'-6" 5'-01/2" 18SF GL-1 W 3'-0" 6'-3" 0.5 0.40 0.61 MOUNT VERNON 3 W 1 3'-6" 5'-01/2" 18 SF GL-1 W T-0" 6'-3" 0.5 0.40 0.61 P:(360)336-2155 4 Wi 3'-6" 5'-01/2" 18 SF GL-1 W 3'-0" 6'-3" 0.5 0.40 0.61 204 West Montgomery Street Mount Vernon,WA 98273 8 Wi 3'-6" 4'-2" 15 SF GL-1 E 4'-6" 4'-0" 1.1 0.40 0.61 WWW,1tkpa.com 9 W2 3'-0" 5'-8" 17 SF GL-1 E 4'-6" 5'-7" 0.8 0.38 0.61 11 Wi 4'-6" 4'-0" 18 SF GL-1 S 2'-0" T-6" 0.3 0.40 0.46 22 W13 2'-0" 4'-6" 9SF GL-4 N 4'-6" 3'-3" 1.4 0.40 0.61 40 W2 T-6" 4'-2" 15 SF GL-1 E 4'-6" 3'-9" 1.2 0.38 0.61 41 W2 T-6" 4'-2" 15 SF GL-1 E 4'-6" 3'-9" 1.2 0.38 0.61 42 W7 T-6" 5'-01/2" 18 SF GL-2 N 4'-6" 3'-9" 1.2 0.40 0.61 6961 43 Wi 4'-10" 4'-0" 20 SF GL-1 N T-0" 5'-3" 0.6 0.40 0.61 REGISTERED TECT 44 W1 4'-10" 4'-0" 20 SF GL-1 N T-0" 5'-3" 0.6 0.40 0.61 46 W2 2'-0" 4'-0" 8SF GL-2 E 4'-8" T-3" 1A 0.38 0.61 IAN D. PPE 62 Wi 4'-6" 4'-0" 18 SF GL-2 S 2'-0" 10'-0" 0.2 0.40 0.46 STATE aF WASHINGTON 66 W4 4'-0. T-0" 12 SF GL-1 W 1'-0" 4'-8" 1 0.2 0.40 0.46 68 W4 4'-0" T-0" 12 SF GL-1 W 1'-0" 4'-8" 0.2 0.40 0.46 72 Wi 4'-10" 4'-0" 20 SF GL-1 N 1'-3" 5'-10" 0.2 0.40 0.56 73 Wi 4'-11 4'-0" 20 SF GL-1 N 1'-3" 5'-10" 0.2 0.40 0.56 75 W2 3'-6" 4'-2" 15 SF GL-1 E 4'-6" 4'-0" 1.1 0.38 0.61 77 Wi 3'-6" 4'-2" 15 SF GL-1 E 4'-6" 4'-0" 1.1 0.40 0.61 78 Wi 2'-0" 4'-0" 8SF GL-1 N 3-0-1 5'-3" 0.6 0.40 1 0.61 WINDOW TYPES N AS 3 - ,,AS Si AS Si L go LLJ W W Q w w w Z U \ U U N NOT USED y Q Q W D i a a W Z L _ '^ 0 0 W V w w = U W Z J � JW � O' a a a Q Q � ti Q TYPE W7 TYPE O TYPE O TYPE W4 (CASEMENT) (FIXED) (SINGLE HUNG) (AWNING) Z _Q Q W _U RELITE SCHEDULE > TYPE ROUGH ROUGH SILL GLAZING W RELITE NO. MARK WIDTH HEIGHT HEIGHT TYPE NOTES U) R1 R1 2'-0" T-0" T-0" GL-2 R2 R1 2'-0" 3'-0" 3'-2" GL-3 Q Z_ W W M H N RELITE TYPES GLAZING TYPES > . a) Q GL-1 INSULATED GLAZING L Q GL-2 INSULATED SAFETY GLAZING GL-3 SAFETY GLAZING N W 0 ASSCHED. GL-4 INSULATED PRIVACY GLAZING +-' Q IL Ui r w U Z Z_ y '�JOJ 04 w D_ x U Sheet Contents: WINDOW SCHEDULE& TYPE R1 TYPES (FIXED) Revisions: Rev. Date Drawn By:CB,KV Checked: CB,BP Date: 1 011 4/2 0 2 2 Job No.: 656 Sheet No.: A7.20 SHEATHING S.A.M.,TYP. .6" aI CI I ec lS MIN. 1/4"BACKER ROD AND ROUGH SEALANT MOUNTVERNON FRAMING WRB,TYP. WALL TYPE PER PLAN 5/4 X 4 FIBER CEMENT 6" P:(360)336-2155 MIN.' 1I TRIM SHIM AS REQUIRED 204 West Montgomery Street 1/2"BACKER ROD AND Mount Vernon,WA 9 6" LAP SIDING DRAINAGE MAT 8273 FRAMING PER S-1 SEALANT FLEXIBLE FLASHING, MIN. STRUCTURAL WRAP OPENING www.hkpa.com DRAINAGE MAT J FLEXIBLE FLASHING, S-1 SEALANT Ir WRAP OPENING 1/4"BACKER ROD AND WINDOW AS SCHEDULED 1X TRIM,RIP AS NEEDED LEAVE BACKING IN CUT HERE 1/4"BACKER ROD AND S-2 SEALANT LAP SIDING PREFINISHED METAL 1/2"BACKER ROD AND PLACE UNTIL WRB S-2 SEALANT DRIP FLASHING WITH WRB,TYP. S-1 SEALANT IS APPLIED UPTURNED END sesi RECISTEREo 6" DAMNS,FULLY SEAL S-3 SEALANT CT MIN. HEMMED EDGE 5/4 X 4 FIBER CEMENT WRB LAPPED TO TRIM TRIM S.A.M.,TYP. 5/4 X4 FIBER CEMENT TRIM I��DDRAIN TA TRIM WINDOW AS SCHEDULED PREFINISHED METAL DRIP FLASHING WITH UPTURNED END DAMS, FRAMING PER FULLY SEAL HEMMED STRUCTURAL 1/4"BACKER ROD AND EDGE PREFINISHED METAL S-3 SEALANT DRIP FLASHING WITH UPTURNED END FLEXIBLE FLASHING, / S-3 SEALANT DAMNS,FULLY SEAL WRAP OPENING ;.,.; HEMMED EDGE SHIM AS REQUIRED "'` `"` '` FULLY-SOLDERED SHIM AS REQUIRED DRAINAGE MAT STAINLESS STEEL PAN S.A.M.LAPPED WINDOW AS WALL TYPE PER PLAN FLASHING OVER WRB AT SILL SCHEDULED 1X TRIM,RIP AS NEEDED 1X TRIM,RIP AS NEEDED FRAMING PER WRB,TYP. WALL TYPE PER PLAN STRUCTURAL 1/4"BACKER ROD AND S-3 SEALANT S-3 SEALANT LAP SIDING TRIM n TYPICAL WINDOW WRAP DETAIL n TYPICAL WINDOW HEAD n TYPICAL WINDOW JAMB n TYPICAL WINDOWSILL W NTS L 3„=1,_0„ L 3„=1,_0„ 3„=1,_0„ N U N > oo a� REINSTALL EXISTING W W ; Q SKYLIGHT V.I.F. RIVET PER SKYLIGHT Q MANUFACTURER Z 4" � 0 1" FASTENER LLJ 2" VARIES;V.I.F J BEAD W Z ROOFING ASSEMBLY c7 L ER 2X6 FRAMING W Z Z � JWN �' R-211NSULATION 0 Q > a CANT > 5/8"TYPE X GWB,TYP. / ¢ Z FULLY-SOLDERED -_ STAINLESS STEEL PAN O FLASHING.MODIFY AS 9=9 NECESSARYTO TIGHTLY CONFORM TO COVERBOARD Q FIELD CONDITIONS Q EXISTING ROOF SHEATHING W _U EXISTING ROOF W STRUCTURE (n CORNERBEAD a EXISTING INTERIOR Z FINISH TYPICAL WINDOW PAN FLASHING W Cl) 5 3"=1'A 8 3"PI1'OL SKYLIGHT CURB W > 00 . M LLI � Q D H 0 rW3: CD () Z Z J J Q � Q Sheet Contents: WINDOW DETAILS Revisions: Rev. Date Drawn By:CB,KV Checked: CB,BP Date: 1 011 4/2 0 2 2 Job No.: 656 Sheet No.: A7.21 architects MOUNT VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 www.6kpa.com 6961 REGISTERED TECT IAN-D. PPE STATE OF WASHINGTON SIGNAGE TYPES NOTES: 1. BRAILLE SHOWN IS REPRESENTATIVE.SIGNAGE MANUFACTURER TO PROVIDE ALL BRAILLE DIN TRANSLATION. 2. WHERE SIGN IS MOUNTED TO GLAZING(RELITE,WINDOW,DOOR),PROVIDE A MATCHING BACK PANEL. W M (D U N -- 00 FA �EXIT DOOR SIGNS a) C 1"TALL BLACK LETTERS 24" LU (� a _. • - °- ON BRUSHED ALUMINUM FILM � Z __--- DO STOREMAONUNLOCI�E W D Q Q w O --- WHEN BUU LDINO oS OCCUPIED Z H -- L ' ER mU Z I i W Z — � JWNa' OQ > r� Q II II (� FB:—:>AUTHORIZED ENTRY ONLY 14" Z F _O 3/4"TALL BLACK LETTERS ON BRUSHED AUTHOR ZED Q n --- ALUMINUM FILM----,,,, ENTRY ONLY SFORS --- -- ----- AIL Q �II U U 0 I HECKRECEP SCE w o d fn U ZLL >�LL ¢ IX W V) } ��UNISEX TOILET Q oaf Z PANELUMINUM SIGN o PANEL p3555000nnnlllllrrr� H N STR®®M W � 3/4"RAISED WHITE LL > a) / LETTERS&SYMBOLS ¢ LLI W Q � BRAILLE �� � a NDcnZ O U Z Z a J O J ADA SIGNAGE MOUNTING REQUIREMENTS L J N � IL ❑ ELEVATION PLAN Sheet Contents: SIGN 9"MIN. EA UE SC E&TYPES +B° Revisions: ay" Rev. Date u, MI . r4- m m Drawn By:CB,KV Checked: CB,BP SIGNAGE SCHEDULE Date: 1 011 4/2 0 2 2 TYPE QUANTITY COMMENTS Job No.: 656 A 3 INSTALL CENTERED ABOVE DOOR ON WALL Sheet No.: B 2 1 FIRST FLOOR-SIGNAGE PLAN C 1 _<p architects MOUNr VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 ,hkpo.com LEGEND CONDUIT CONCEALED UNDERGROUND OR UNDER FLOOR ,151 Eww`�l, PROVIDE CONTROLLERS FOR ALL HOME RUN TO DESTINATION INDICATED.3/4"MINIMUM UNLESS NOTED OTHERWISE. CIRCUITS SHOWN ON SCHEDULE.MARK RECESSED LIGHT FIXTURE CEILING TILE. CONDUIT(TYP) SURFACE OR PENDANT MOUNTED LIGHT FIXTURE ?, /r 44199 9 �� TO EACH LIGHT FIXTURE �FsisTERw��'F' CTL <0 0 0 RECESSED LIGHT FIXTURE Sron'nt EN 120V N ),_� SURFACE OR PENDANT LIGHT FIXTURE LV [:;30 WALL MOUNTED FIXTURE 0-10VDC EMERGENCY BATTERY LIGHT,TYPE X-1,EXCEPT AS NOTED $ $ 120V 120V N m®® COMBINATION EXIT SIGN AND EMERGENCY LIGHTING UNIT,TYPE X,EXCEPT AS NOTED 0-10VDC $ DIGITALSWITCH ENGINEERS' cos Lv os WALL SWITCH WITH INTEGRAL OCCUPANCY SENSOR Travis Fiamaurice Wartelle 120V $ Balangue Engineers Inc. tv N os OCCUPANCYSENSOR rzoa we:uake n�.a,aso9 PO PHOTOCELL seams.wn eeioz 770-IOVDC CPCL PLUG LOAD CONTROLLER p:loS2e5 T12a I inroen+vn.com CTL LIGHTING CONTROLLER (� DUPLEX RECEPTACLETHER FOR 0-10VDC IN SEPARATE CO) co) DIMMING FIXTURES CONDUIT OR OPEN ABOVE DUPLEX RECEPTACLE ABOVE COUNTER LU N CEILING.PLENUM RATED DOUBLE DUPLEX RECEPTACLE V 04 C WHERE REQUIRED. 00 C GFI{ DUPLEX RECEPTACLE GFI TYPE > a) 120V C CONTROLLED RECEPTACLE ry W ; a CONTROLLED RECEPTACLE WP@- WEATHERPROOF DUPLEX RECEPTACLE(GFI TYPE) W U) a ® 10 SPECIAL RECEPTACLE AS NOTED p Z ® 30 SPECIAL RECEPTACLE AS NOTED Q Q W o QD DRYER OUTLET NEMA 14-30R W Z CTL PROVIDE PLUG CONTROLLERS FOR ALL R RANGE OUTLET,NEMA 14-50R 0 OTHER CONTROLLERS CIRCUITS SHOWN ON SCHEDULE.MARK � i � Z CEILING TILE. Q HOOD OUTLET,CONNECT ALL LIGHTS V I1J Z M THREE-BUTTON CONTROL SWITCH 3 J W N PUSHBUTTON H oa > TYPICAL LIGHTING CONTROL DETAIL ❑ DOOR AUTO-OPERATOR a SCALE:NONE PS POWER SUPPLY ® EQUIPMENT CONNECTION Z (� MOTOR CONNECTION O DISCONNECT SWITCH MAXIMUM OF 3 CIRCUITS rO MANUAL MOTOR STARTER E5 PER HOMERUN rfl FUSED DISCONNECT SWITCH 0 HOMERUN FROM EXTERIOR OR Q CORRIDOR WALL ONLY fZ COMBINATION STARTER 3/4"MINIMUM m(2) JUNCTION BOX W 1/2"MINIMUM �— CIRCUIT BREAKER V 3AI�� 1 —� SWITCH > FUSED SWITCH N HOT TO EACH RECEPTACLE�� 1 HOT WIRE FOR EACH CIRCUIT — lr FUSE 1 3 } INDIVIDUAL NEUTRALS C C PCL 1 GROUNDING PER CODES Q 5 5 - - Z i 240V PANEL ER EQUIPMENTGROUND GFI GROUND FAULT CIRCUIT INTERRUPTER W m IN ALL CIRCUITS WP WEATHERPROOF N PLUGLOAD CONTROLLER > AVAILABLE FAULT CURRENT AS INDICATED > 00 0) 1D FLAG NOTE WLU Q TYPICAL RECEPTACLE CIRCUITING DETAIL a z SCALE:NONE W y J Z J OJN dQr- Q Sheet Contents: LEGEND Revisions: Rev. Date s Drawn By:KH q Checked: KW Date: 10/14/2022 a Job No.: 656 e� Sheet No.: s E1 .00 architects MOUNT VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 w .hkpa.com RF bales 7/t — — — — — — ENGINEERS,— T Travis F Engi ri e s Inc. e Bal 1.0.Wlue Engineers Ins. / t200 Westlake Ave.N,#509 Seaale.WA 98109 BURKE AVENUE (SR 530) / °'206285.nN I mnen n.— I w Cl) U N > °°rn o / LU W ; Q H y0 LU -------------- m V W Z z DN---- --- 3 J LU N I I ua I OQ > I� Q DN I DN Z ` EXISTING BUILDING 0 L� IO w 0 Z Q �� Lu f/1 a w V) UP >- I I � PROPOS D ADDITION Z GENERATOR I w nl 10 REFER TO ARCHITE N L FOR FURTHER DETAIL ON NE TOR LOCATION > tb LLI LU > Q I I ® uiH ~ z — W LU o Q __ -- )---- J J a. Sheet Contents: / SITE PLAN-ADDITION- 1 ELECTRICAL / Revisions: Rev. Date / 1 / Drawn By:KH 1 \ Checked: KW Date: 10/14/2022 a Job No.: 656 e s 1 SITE PLAN Sheet No.: 3/32"=V-0" o E1 .01 n l architects a' MOUNT VERNON P:(360)336-2155 204 P FLAG NOTES DEMOLITION NOTES MountWest WA s Street s >EXISTING LIGHT FIXTURE TO REMAIN 1. REFER TO ARCHITECTURAL DEMOLITION PLAN FOR FURTHER DETAILS. www.hkpo.com `2. REMOVE ALL ELECTRICAL ITEMS FROM CEILINGS AND WALLS TO BE DEMOLISHED.MAINTAIN CONTINUITY OF CIRCUITRY TO RECEPTACLES AND LIGHTS THAT REMAIN. $:-ACCEPTABLE TO RE-USE EXISTING CIRCUITRY WHERE IN SUITABLE CONDITION.ALL CIRCUITRY FOR EXISTING REMOVED DEVICES THAT IS • -' '•'.., • w ,. "• ` - _ NO LONGER IN USE SHALL 6E RI MOVED BACK TO THE SOURCE. WA 11oE ,pcF Q B Ga D F :4 P. : z$ P JA�9 N 1 p B o R� ~ 4 a - (� XST PANEL B_= °- ENGINEERS. Travis Fitunaurice Wartelle EXIST PANEL A II Balangue Engineers Inc. i seame-1 zamz N.,a5D9 EXIST TELEPHONE zae-zes-nze inrx mwe.mm DEMARC DEMO EXIST LIGHTS AND II RECEPTACLES THIS ROOM W M a ----- ---- � �} V N 00 fn � W �jQ a D _ � Q IN THIISEMO LROOM..._ rjr'_-7I i Ell N Ill Z ~ N r�-7 LW � � (� ' I U W Z ? J O 3 J W N 0' 8 _ IY��r �/y{ OQ > r� Q Z H , Q /W/^^ V/ 1.6 a Z �I W cM ° N IllO . a) LU W Q D H O LLJ d U Z Z J J 1L Q � Q Sheet Contents: FIRST FLOOR PLAN- DEMOLITION- ELECTRICAL F�i Revisions: Rev. Date Drawn By: KH Checked: KW Date: 10/14/2022 Job No.: n FIRST FLOOR PLAN-DEMOLITION-ELECTRICAL 656 3116"=1'-0" Sheet NO.: ED1 . 11 architects MOUNT VERNON P:(360)336-2155 FLAG NOTES 204 West Montgomery Street Mount Vernon,WA 98273 1>EXISTING LIGHT FIXTURE TO REMAIN w .hkpaxom 1z EWWA l of wnsy E.1 OF n\, c, k� 7 I 0,� R an199 owe �SSONALwEN°`���. XIST PANEL r----------------------------------------------- _----------------- y__T ,.., I I IST PANEL ----- EXIST T ELEPHNE — ,I O ENGINEERS, DEMARC Travis Fitzmauri[e Wanelle Balangue Engineers Inc. 1 1 li rzoo N.,aso0 O2 --___ I O2 seaale,wA zRi o0 — I X P'206-2857228 1 IntoMwb— Ex ROOM 7 A z is smo RL-18 7 r- ;;1 ,^ ----- — — J 0�0 WL-3 > cr) �xAM Roots RL- Cl) LLI > Q 7 WL-2 � U) Rmu 1lb I�= U) Z J Q O Qw E%.CORRIDOR W I— Z EX ST—E WM E%TR ZATMEZT L U W J A � -1LUc-4 OQ > r- aQ 3 3 O I — Roan I O I RL-27-o RI-4 o RL-4 D RL-412 o 1 Z L1- 9b 9b 91, O O os I I — — J PANELC D 72 RL-3 �' 7b �PC Rj 2 ATS—` _= r RL-1 n� RL-1 R-1 � --+-i� os ; U PL-7 rJ•J Sao RL-4 o RL-4 9 to L-4 X- RL-9z 3 7a os o V b O -gi 9b 91, O1L PAN EL OTL sic r 7� R1-2 — CTL X 7uc U•PL-1 LLI O 'r_era_l MINOR SURGERY '78 11b sTewu J N- -- L 9a m —�� D WL3 — — X11 7c } .. RL-1 s R WL-2 :I 11b Q L WAI INGAREA WL-2 RL-'� - Rz,s1 9a 1 — 9b $RI-4 I e z R�_1 R 211b L-9 _- 9 Ds RL-2i LLI Cl) 7 r O O', c 11b _ FT — — -BL1 _ RL-1 _ ...RL-1 r 11bi W N 7 > 00 9 _ L�t— a) -RL,4 T. - ^ RL-1® RL-1 gp (n W Q p. c 0° c• RII-2 O RL C — .. — — O RL-21 LLJ 1'Ibr---, RL-1 n__nz RI,-1 � L— 11b' LLI W O R c 's 1 RC-1 �+ - L RL-4 7 L L 7 - - 7c 0 U Z Z oERCE II��11 —° osb2 O J N Os : 9a, 11 RI-4 4 ,�.I'�/� RL-2 o .. 9b c E"M RL-1 O RL-21 11b r _ —o L _ _ 1�176 11b: Sheet Contents: Io I RL 1 : WL FIRST FLOOR PLAN- RY'iI I' sa ICJ RL1 RL-1 r--_------- --- ADDITION-LIGHTING R-1 D - T 31 7 s xl, ds — — — — — — — — — — — — — — — — Revisions: WL-2 wL- Rev. Date L-------------------------____ 911r ------------ -H ____ - - ----------------------J I 000°e°o°°000000 6.1 OC C.1 OD D.1 O E.1 O °o°000000eve°°o 000000e°e°e 00000eeve°o 0000ee°°000 Drawn By: KH Checked: KW Date: 1 011 4/2 0 2 2 Job No.: n FIRST 656 FLOOR PLAN-ADDITION-LIGHTING Sheet No.: E2. 11 architects MOUNT VERNON P:(360)336-2155 FLAG NOTES 204 West Montgomery Street Mount Vernon,WA 98273 1>EXAM ROOM WALL LIGHT w .hkpaxom MOUNT AT 7'-6"AFF.FIELD VERIFY MOUNTING HEIGHT WITH OWNER. ' V WA l of Oq O B.1 OC C.1 O D.1 OE E.1 OF �-\,�r.�E+ sr ___________________________________________________________________________ XIST PANEL B 1 y __________ ------------------1 C - XISTPANELA O ENGINEERS, Travis Fitzmaarice Wanelle EXIST TELEPHONE' Balangue Engineers Inc. DEMARC 1200 W-1-nee.N.,#9o9 1 L 1 s "Ia,W gal ---- EXIST X-RAY MACH NE DISCONNECT I L_7 v 206-28s722e 1 1m�mwb. ® --__ MOVE DISCONNECT FROM IRCUII24TOROOM 20 Aex.Roon� 3 EXTEND CIRCUIT AS REQUIRED 3 CONNECT TO EXISTING coVW/ M -- - - RECEP ACLE U N ----- _CIRCUIT IN ROOM 1 CV > 00 X-RAY MACHINE PROVIDE CONNECTION TO X-RAVE MACHINE FROM W W ; Q DISCONNECT PER MANUFACTURER'S WIRIN INSTRUCTIONS Bxu+Roou (n Q H � Z aaWO E%.CORRIDOR W Z �: (,7 STDRAGE ,z NUWZZ r? � N J W OQ > r- Q _ ' T771T, ,z Z -------------- 11 L-7--1 0 L — 9 5 2 -r-- g FIELD VERIFY LOCATION ® 1 PANEL WITH OWNER Q MEDGAS SYSTEM 8 AT SERVERS - - 4-- PRIOR TO ROUGH-IN Q 8 AT FIELD VERIF" I HT_ Q HP MAIN#1 —X-g r (n W ®r --- X-1.3.5 p�fi [ O C-19 1 MOUNT BELOW DES 8 K L- �eca�rioe ` IN PONY WALL > PANELX C-23 r-"b"-,' . micon suR zERv X_2.4.6 PCL ® 4 0 (n 120V CIRCUIT GFI GFI GA,4 6 Oz W DRY Ri 9..-...19 3 AUTOCLAVE HEIGHT � f8,1U�-- HPL BY#1 02 LOW VOLTAGE CIRCUIT g ,L c ss�J WITHOINATE HEIGHT 6 Z WAS ER L�—J WITH ON�NER �UV 1 we nlxc a+2a Q MANIFOLD PER MANUFACTURER'S FZ - C-8,10 --.; REQUIREMENTS - 10#WIRES - -9 — — 120V CIRCUIT C-23 L. C-zas - — —s W Cl) —t MAIN# 6' N P MAIN- — — � .------ � � 3 i (V L PC � W �® w 6 > 00 ALARM r r-6 - _ l.. PANEL GENERATOR o^ r� r (/q W 1 C-13,15,17 IXg 7. �� r- W > 15 ooc sr r- NOTE: �.. 17 ❑i r _ —9 — — w Q W 0 ELECTRICAL WIRING AND CONNECTIONS AT THE 02 MANIFOLD SHALL --- 17 HQ MR)N#3 v L J W LU 0 COMPLY WITH NEC 501 CLASS 1,DIVISION 2 WIRING REQUIREMENTS. c — — MED GAS SYSTEM ELECTRICAL SCHEMATIC ® ® 1 1s n U ®� — — *:" 21 Z2 HPLOBBY 13 13HRVJNTS JC-7,9,11 C-1,3,& 3 a FIELD VERIFY LOCATIONHPMAIN#4 — 13 � —WITH OWNER 3 - — — J—I — — Sheet Contents: PRIOR TO ROUGH-IN ^� — - -- 3 g 5, FIRST FLOOR PLAN- �V� 1 Pc 11 ADDITION-POWER � I t - �� ® :5 3 ® 3 -- — — — — — — — — — — — — — Revisions: 'L HP LOBBY# H BY# wP - FIELD VERIFYRev. Date LOCATION WITH OWNER J L — PRIOR TO ROUGH-IN I I I B1.�1 C e°°°0000000°eeo 00000ve°°000000 U O C.1 OD D.1 O E.1 O -- ----------- voo 00000e°evoo 0000°e°a000 oo°ee°°0000 o°ee°o°0000 ve°°°000000 e°°°000000e °°0000000ee °000000e°ee ------ve°°o Drawn By: KH Checked: KW Date: 1 011 4/2 0 2 2 Job No.: FIRST FLOOR PLAN-ADDITION-POWER 656 1 3/16"=1'-0" Sheet No.: E3. 11 architects MOUNT VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 —hkpo.com O O B.1 CO C.1 OD D.1 O E.1 7 1y E.t'J� of wA m•� z. FEEL O _ O ENGINEERS= Travis FiU aurice Wane Balangue Engineers Inc, O O 1200 Westlake Ave.N.,#509 Seattle,—sin P,206-285]2281 off Mwb— N M W41� N U_ N > °° W WLU Q ? (nQ � YYYYY Z LU LUO - - - - - - - - - - - - � U W Z Z 3JWN0' OQ > r� Q CMOUNT AT SOFFIT O O LOWER ADDITION ROOF z C O 0 - Q } Cn W _U AREA FOR FUTURE PV PANELS — IT, LLI (n a z W Cl) H N W N > 00 Q Q H O r (7 d U Z Z J J 0. Q 1 Q Sheet Contents: ROOF PLAN-ADDITION- POWER P — — — — — — — — — — — — Revisions: Rev. Date MOUNT AT SOFFIT B.1 CO 40. 4 oo°eeo°0000000e o°000000e°e°°°o °ee °°000000°ee a00000°aeee ooe°eveeevo 000°eveeveo --------- oeve------o e°°°000000o e°°°000000e ------°ee Drawn By: KH Checked: KW Date: 10/14/2022 Job No.: ROOF PLAN-ADDITION-POWER 656 1 3/16"=1'-0" Sheet No.: E3.20 -<P architects MOUNr VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 ,hkpo.com 11 V— ., 4�of wasyr?� ao k baT EC/sTERF'?6 9`S/ONAL ENG� ENGINEERS' Travis Fimnaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave.N.,#509 S.I.,"98109 ,20S285 M8 I ink@lN.vp.com y M W N U N > 00 rn W W > Q � Z ULij O LWE2 0 C J LLI Z J J W N �' OQ > f� Q Z O Q W U TO UTILITY POLE -t---—EXISTING --_ EXIST PANELA > OVERHEAD —� ON NORTH SIDE POWER SERVICE 240/120V-10-3W OF E BURKE AVE I 200AMP W I r � I I I I N I I I ^ I } ADD BREAKER AT EXIST SPACE Q 1 /r 200/3 Z I / j L^ 1.5"-4#2& W / 100/2 1#6 GND I / I I I ~ N / ------J ATS PANELX W N EXIST SNOPUD METER 1 L 100AMP > � N W Q !M� 1#6GND W > ` EXIST PANEL B Q `\ 240/120V-10-3W PANEL C \ 200AMP U Z I Q W O ` 1 /� 1.5'-4#2& LU ` 1 1#6 GND +a V l oo/2 I U Z Z MANUFACTURER'S -- DISCONNECT SWITCH J J 200/3 POWER " 100AMP CORD OL J N L^ 1.5'-4#2& X-RAY 0. Q Q 1 100/2 1 1#6 GND --- -- \\ Sheet Contents: `RELOCATE AS SHOWN ONE LINE DIAGRAM ON FLOOR PLAN LOCATE WITHIN 6'OF X-RAY TABLE GENERATOR Revisions: 240/120V-10-3W 25KVA Rev. Date 1.5"4#2& 100/2 1#6 GND s Drawn By:KH q Checked: KW 1 ONE LINE DIAGRAM Date: 10/14/2022 TS Job No.: 656 e� Sheet No.: s E4.00 -<P architects MOUNr VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 ,hkpo-com LIGHTING CONTROL SCHEDULE:PET EMERGENCY CENTER LIGHTING FIXTURE SCHEDULE wA& ?� CONTROLLER ROOM PANEL CIRCUIT INTERFACE CONTROL DEVICES DESCRIPTION NOTES z TYPE LAMP LUMEN CCT VOLTAGE MINIMUM CONTROL MANUFACTURER DESCRIPTION LOCATION a m aa— iss Q' 01 SURGERY 06 X 9 a 0-10VDC DIG SWITCH GENERAL °m R isTERw9��' OUTPUT CRI b 0-10VDC DIG SWITCH GENERAL 4 BUTTON SWITCH: ZONE: FUNCTION: SWITCH LABEL: 1)a ON/OFF ON/OFF PL-1 LED 1000 LUMENS 3000K 120V 80 CRI LLD LITECONTROL CYLINDRICAL 7"DIAMETER,5"HIGH RECEPTION 'TIC 2)b ON/OFF ON/OFF DIM 32L-C-P-D PENDANT WITH DIRECT DISTRIBUTION. r B 3)a,b DIM UP RAISE — — 0-10V MOUNT AT+T AFF TO BOTTOM OF 4)a,b DIM DOWN LOWER PENDANT. ENGINEERS' MINOR SURGERY Travis Fimnaurice Wartelle 02 07 X 9a 0-10VDC DIG SWITCH GENERAL RL-1 LED 4500 LUM ENS 3000K 120V 80 CRI LED METALUX EDGE LIT 2'X4'RECESSED LED FLAT SEE PLANS galangue Engineers Inc.0 Westlake Ave.120 N.,#509 b 0-10VDC DIG SWITCH GENERAL 41 W DIM 24FP PANEL WITH EVENLY ILLUMINATED seams.wn 9elo9 4 BUTTON 0-10V DIFFUSE LENS. a:zoszes nza I maven«e.com SWITCH: ZONE: FUNCTION: SWITCH LABEL: RL-2 LED 1000 LUM ENS 3000K 120V 80 CRI LED LITHONIA 4"DIAMETER DOWNLIGHT.UL LISTED EXTERIOR 1)a ON/OFF ON/OFF low DIM LDN4 FOR DAMP LOCATIONS.MATCH FINISH 2)b ON/OFF ON/OFF 0-10V OF EXISTING EXTERIOR DOWNLIGHTS. W M 3)a,b DIM UP RAISE (� N 4)a,b DIM DOWN LOWER — C14 RL-3 LED 3500 LUMENS SIMILAR TO RL-1 EXCEPT 2'X2'WITH 3500 SEE PLANS > 00 03 RECEPTION 08 X 7 a 0-10VDC DIG SWITCH,OCCUPANCY SENSOR GENERAL RECEPTION DELIVERED LUMENS. W 00 LLJW ; Q b 0-10VDC DIG SWITCH,OCCUPANCY SENSOR GENERAL RECEPTION COUNTER to WAITING AREA RL-4 LED 1000 LUMENS 3000K 120V 80 CRI LED LITHONIA 4"DIAMETER DOWNLIGHT SEE PLANS � Q low DIM LDN4 = Z c 0-10VDC DIG SWITCH,OCCUPANCY SENSOR,PHOTOCELL DAYLIGHT ZONE 0-10V ~ 5 BUTTON W Z W 0 SWITCH: ZONE: FUNCTION: SWITCH LABEL: SL-1 LED 3000 LUM ENS 5000K 120V 90CRI SWITCH MIDMARK CEILING MOUNTED SURGERY LIGHT SURGERY W E 0 1)a ON/OFF ON/OFF 255 WITH ADJUSTABLE ARM AND INTEGRAL U W Z Z 2)b ON/OFF ON/OFF SWITCH.TWO FIXTURE HEADS. J L J 4)a,b,c DIM UP RAISE COORDINATE EXACT MOUNTING 3 N 3 c ON/OFF ON/OFF —1 W � LOCATION IN FIELD WITH OWNER. 0 Q > Q 5)a,b,c DIM DOWN LOWER - - FURNISHED BY OWNER INSTALLED BY PLUG LOAD CONTROLS CONTRACTOR. X 2 OCCUPANCY SENSOR Z X 4 OCCUPANCY SENSOR WL-1 LED 1500 LUMENS 3000K 120V 80 CRI LED OXYGEN LOW PROFILE LINEAR WALL MOUNT TOILETS 0 14 W SWITCH 3-575-XX WITH ACRYLIC LENS.SATIN NICKEL WAITING AREA FINISH.MOUNT AT+TAFF ON CENTER. Q 03 WAITING AREA 14 X 7 c 0-10VDC DIG SWITCH,OCCUPANCY SENSOR,PHOTOCELL DAYLIGHT ZONE 0 18UTTON WL-2 LED 1800 LUMENS 3000K 120V 80 CRI LED GARDCO WALL MOUNTED FIXTURE WITH TYPE EXTERIOR Q SWITCH: ZONE: FUNCTION: SWITCH LABEL: 18 W MOTION 111L LIGHTING DISTRIBUTION.UL WET LABEL, 1 a ON/OFF ON/OFF 20F DRIVER AND MOTION SENSOR. W REFER TO ARCHITECTURAL ELEVATIONS V 04 EXTERIOR x 11 a 0-10VDC ASTRONOMIC TIMECLOCK SITE LIGHTING FOR MOUNTING HEIGHTS. > b 0-10VDC ASTRONOMIC TIMECLOCK SITE LIGHTING W WL-3 LED 1S00 LUMENS 5000K 120V 90CRI (SWITCH MACH 130 WALL MOUNTED EXAM LIGHT WITH EXAM ROOMS W ADJUSTABLE ARM AND SWITCH N INTEGRAL TO FIXTURE.COORDINATE EXACT MOUNTING HEIGHT IN FIELD Q WITH OWNER.FIXTURE PLUGS INTO Z WALL RECEPTACLE.FURNISHED BY OWNER INSTALLED BY CONTRACTOR. W M H N X LED 120 V DUAL LITE: CEILING MOUNT DIE CAST SEE PLANS LU N 2.1 W SE COMBINATIONS LED EXIT SIGN AND > 00 . (3) EMERGENCY LIGHTING UNITS.SELF (n W Q DIAGNOSTICS,BATTERY BACKUP AND W ALL MOUNTING ACCESSORIES.PROVIDE W Q ARROWS AN D FACES AS SHOWN ON D Z DRAWINGS.WHITE BACKGROUND WITH U 0 GREEN LETTERS.TWO LED HEADS FOR +rLU W EMERGENCY LIGHTING. +a W 0 y J Z J J N ALLCOLORS,FINISHES,ETC ARE BY ARCHITECT FROM MAN UFACTURER'S STANDARD OPTIONS UNLESS NOTED OTHERWISE ABOVE d Q I Q Sheet Contents: SCHEDULES Revisions: Rev. Date s Drawn By:KH q Checked: KW Date: 10/14/2022 a Job No.: 656 e� Sheet No.: s E5.00 -<P EXISTING PANEL A VOLTS 240 /120 1 PHASE, 3 WIRE architects I LOCATON ROOM 21 AMPS 200 PANEL X VOLTS 240 /120 PHASE, 3 WIRE MOUNTNG FLUSH MAIN BREAKER LOCATION ROOM 07 AMPS 100 AIC 10,000 GROUND BUS MOUNTNG FLUSH MAIN BREAKER MOUNT-NON FED FROM UTILITY AIC 10,000 GROUND BUS P:(360)336-2155 FED FROM PANEL A 204 West Montgomery Street CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD Mount Vernon,WA 98273 N0. BRKR KVA N0. BRKR KVA NO. BRKR KVA NO. BRKR KVA c .hkpo-com 1 20/I SPARE 0.00 2 20/I EXIST RECEPTS 1.08 I 20/I SERVER 0.36 2 20/I RECEPTS 0.90 3 20/I SPARE 0.00 4 20/I EXIST LIGHTS 0.30 3 20/1 SERVER 0.36 4 20/1 RECEPTS 0.90 5 20/I SPARE 0.00 6 20/I EXIST RECEPTS 0.54 5 20/1 SERVER 0.16 6 20/1 RECEPTS 0.90 7 20/I SPARE 0.00 8 20/I EXIST LIGHTS 0.20 7 20/1 LIGHTS 0. 8 8 20/1 RECEPTS 0.90 9 20/1 EXIST RECEPTS 0.0 10 20/I SPARE 0.00 9 20/1 LIGHTS 0.89 10 20/2 HP LOBBY 4.20 ,11y EWW,q�� 72 II 20/1 SPARE 0. 12 20/1 SPARE 0.00 II 20/1 EXT LIGHTS 0.72 12 1 13 20/1 EXIST LIGHTS 0.50 0 14 20/1 SPARE 0.00 IS 20/I SPARE 0.000 16 20/I SPARE 0.00 is 20i2 HP MAIN 4.20 16 ISi2 HP LOBBY #1,2,3 0.58 17 20/1 EXIST LIGHTS 0.40 18 30/2 EXIST HOT WATER 4.50 17 IS/2 HP MAIN 1,2,3,4 0.77 16 201 HRV 0.77 19 20/1 EXIST RECEPTS 0.18 20 19 20 20 I SPARE 0.77 ao k aaiss 9 F, 21 20/2 EXIST HOT WATER 3.50 22 20/I HOT WATER 0.50 / 21 20/1 SPARE 0.00 22 20/1 SPARE 0.00 mF�'cisTEa a 23 24 20/I EXIST LIGHTS 0.65 eS 25 20/I EXIST LIGHTS 0.20 26 IS/I EXIST WASHER 0.65 23 20/I SPARE 0.00 24 20/I SPARE 0.00 27 20/1 EXIST RECEPTS 0.36 28 20/I EXIST RECEPTS 0.54 25 20/1 SPARE 0.00 26 20/1 SPARE 0.00 29 20/2 EXIST DRYER 3.50 30 20/I SPARE 0.00 27 20/1 SPARE 0.00 28 20/1 SPARE 0.00 31 1 32 34 I00/2• PANEL X 16.45 29 20/1 SPARE 0.00 30 20/1 SPACE ONLY 31 20/1 SPACE ONLY 32 20/1 SPACE ONLY 33 20/1 SPACE ONLY 34 20/1 SPACE ONLY CONNECTED LOAD DEMAND FACTOR DEMAND LOAD 35 20/I SPACE ONLY 36 20/I SPACE ONLY YK KVA KVA AMPS 37 20/1 SPACE ONLY 38 20/1 SPACE ONLY 39 20/1 SPACE ONLY 40 20/1 SPACE ONLY LIGHTS 3.90 125% 4.87 20.29 41 20/1 SPACE ONLY 42 20/1 SPACE ONLY ENGINEERS' RECEPTACLES 7.20 100% 7.20 30.00 HEATING 8.00 100% 8.00 33.33 CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TraBalan ue Engineers s Inc.le LARGEST MOTOR 4.20 125% 5.25 21.88 KVA KVA AMPS 120-ue Engineers Inc. 1200 Westlake Ave.N.,#509 OTHER MOTORS .31 100% .31 .3 seams.wA 9e109 4 4 19 MISCELLANEOUS .65 100% .65 19.38 LIGHTS 1.80 125% 2.25 9.35 KITCH. APPLIANCES 0.00 100% 0.00 0.00 RECEPTACLES 4.14 100% 4.14 17.25 p:206-285nU Iht@ff«b-. HEATING 0.00 100% 0.00 0.00 LARGEST MOTOR 4.20 125% 5.25 21.88 34.26 36.28 151.18 OTHER MOTORS 6.31 100% 6.31 26.30 MISCELLANEOUS 0.00 100% 0.00 0.00 • ADD BREAKER AT EXISTING SPACE KITCH. APPLIANCES 0.00 100% 0.00 0.00 ly co) V 04 16.45 17.95 74.78 > 00 EXISTING PANEL B VOLTS 240 /120 1 PHASE, 3 WIRE W LLJ ; Q LOCATION ROOM 21 AMPS 200 (n Q MOUNTING FLUSH MAIN LUGS ONLY AIC 10,000 GROUND BUS Z FED FROM UTILITY H U) 0CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD LU Z W NO. BRKR KVA NO. BRKR KVA S Z 1 20/1 EXIST LIGHTS 0.00 2 20/I EXIST LIGHTS 0.34 V LLI Z 0.72 5 20/1 EXIST RECEPTS 0.36 6 20%I EXIST LLIGHTS EXISTS 0.52 7 20/1 EXIST RECEPTS 0.54 8 20/I EXIST RECEPTS 0.36 3 J 1J.1 (,4 9 100/2 EXIST XRAY 10.00 10 20/I EXIST RECEPTS 0.36 0 Q > Q II 1 12 20/I EXIST LIGHTS 0.27 13 20/2 EXIST HEAT PUMP 4.00 14 20/1 EXIST LIGHTS 0.42 21 1 22 20/I EXIST FREEZER 0.70 23 20/2 EXIST HEAT PUMP 4.00 24 20/I SPARE 0.00 25 1 26 20/I SPARE 0.00 Z 27 20/1 SPARE 0.00 28 20/I SPARE 0.00 Q 29 20/1 SPARE 0.00 30 20/I SPARE 0.00 31 20/1 SPARE 0.00 32 20/1 SPARE 0.00 H 33 20/1 LIGHTS 0.30 34 100/2• PANEL C 16.78 35 20/1 LIGHTS 0.38 36 Q Q CONNECTED LOAD KVA DEMAND FACTOR DEMAND LOAD KVA AMPS LU LIGHTS 2.68 125% 3.35 13.96 (,) RECEPTACLES 11.16 100% 11.16 46.50 HEATING 0.00 100% 0.00 0.00 LARGEST MOTOR 4.00 125% 5.00 20.83 II OTHER MOTORS 4.00 100% 4.00 16.67 LU MISCELLANEOUS 18.50 100% 18.50 77.08 N KITCH. APPLIANCES 0.70 100% 0.70 2.92 } 41.04 42.71 177.96 Q • ADD BREAKER AT EXISTING SPACE Z ER LU M H N LU N > 00 PANEL C VOLTS 240 /120 1 PHASE, 3 WIRE (3) LOCATION ROOM 07 AMPS 100 ; Q MOUNTING FLUSH MAIN LUGS ONLY LU AIC 10,000 GROUND BUS Q FED FROM PANEL B 0) HU) Z CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD �= Q LLB NO. BRKR KVA I NO. BRKR KVA LU 1 20/1 RECEPTS 0.54 2 20/1 WASHER 1.00 L) () Z 3 20/1 RECEPTS 0.90 4 20/1 AUTOCLAVE 1.00 !R J Z J 5 20/1 RECEPTS 0.90 6 20/1 AUTOCLAVE 1.00 7 20/1 RECEPTS 0.90 8 30/2 DRYER 5.00 OL J N 9 20/1 RECEPTS 0.72 10 1 a Q Q II 20/1 RECEPTS 0.72 12 20/I SPARE 0.00 13 20/1 RECEPTS 1.08 14 20/I SPARE 0.00 MECHANICAL CONNECTION SCHEDULE 15 20/1 RECEPTS 0.54 16 20/I SPARE 0.00 17 20/1 RECEPTS 1.08 18 20/I SPARE 0.00 Sheet Contents: 19 20/1 RECEPTS 0.54 20 20/I SPARE 0.00 UNIT LOCATION KVA HP MOCP MCA VOLTS PH PANEL CIRCUIT CIRCUIT SIZE CU/AL CONTROL DUCT DETECTOR COMMENT SCHEDULES 21 20/1 RECEPTS 0.36 22 20/I SPACE ONLY 0.00 23 20/1 MEDGAS SYSTEM 0.50 24 20/I SPACE ONLY 0.00 HP MAIN#1 SURGERY 06 15 1 240 1 X 17,19 3/4"-3412&1#12 GND CU MOTOR RATED SWITCH NO 25 20/1 SPARE 0.00 26 20/1 SPACE ONLY 0.00 HP MAIN#2 MINOR SURGERY 07 15 1 240 1 X 17,19 3/4"-3#12&1#12 GND CU MOTOR RATED SWITCH NO ReVISIOnS: 27 20/I SPARE 0.00 28 20/I SPACE ONLY 0.00 29 20/1 SPARE 0.00 30 20/1 SPACE ONLY 0.00 HP MAIN43 DOC STATIONS 04 15 1 240 1 X 17,19 3/4"-3#12&1#12 GND CU MOTOR RATED SWITCH NO 31 20/1 SPARE 0.00 32 20/1 SPACE ONLY 0.00 Rev. Date 33 20/1 SPARE 0.00 34 20/1 SPACE ONLY 0.00 HP MAIN#4 OFFICE 03 15 1 240 1 X 17,19 3/4"-3#12&1#12 GND CU MOTOR RATED SWITCH NO 35 20/1 SPACE ONLY 36 20/1 SPACE ONLY 0.00 HP LOBBY41 RECEPTION 08 15 1 240 1 X 14,16 3/4"-3#12&1#12 GND CU MOTOR RATED SWITCH NO 37 20/1 SPACE ONLY 38 20/1 SPACE ONLY 0.00 39 20/1 SPACE ONLY 40 20/1 SPACE ONLY 0.00 HP LOBBY#2 WAITING AREA 14 15 1 240 1 X 14,16 3/4"-3#12&1#12 GND CU MOTOR RATED SWITCH NO 41 20/1 SPACE ONLY 42 20/1 SPACE ONLY 0.00 HP LOBBY#3 EXAM 11 15 1 240 1 X 14,16 3/4"-3#12&1#12 GND, CU MOTOR RATED SWITCH NO CONNECTED LOAD DEMAND FACTOR DEMAND LOAD KVA KVA AMPS - HP MAIN WEST EXTERIOR 20 19.75 240 1 X 13,15 3/4"-3#12&1#12 GND CU WP FUSED DISCONNECT NO LIGHTS 0.00 125% 0.00 0.00 HP LOBBY WEST EXTERIOR 20 19.75 240 1 X 10,12 3/4"-3#12&1#12 GND CU WP FUSED DISCONNECT NO RECEPTACLES 8.28 100% 8.28 34.50 s HEATING 0.00 100% 0.00 0.00 Drawn By:KH w LARGEST MOTOR 0.00 125% 0.00 0.00 HRV MINOR SURGERY 07 0.768 120 1 X 18 3/4"-2#12&1#12 GND CU MOTOR RATED SWITCH NO v OTHER MOTORS 0.00 100% 0.00 0.00 Checked: KW MISCELLANEOUS 8.50 100% 8.50 35.42 KITCH. APPLIANCES 0.00 100% 0.00 0.00 Date: 10/14/2022 - 16.78 16.78 69.92 Job No.: 656 e� Sheet No.: s E5.01 imism- N -6m - MATERIALS TESTING&CONSULTING,INC. All Creatures Veterinary Addition - 23B109 - Field Report: Visual Soil Inspection: Report #F308741 CLIENT All Creatures Veterinary Services DATE 05/04/2023 PROJECT LOCATION 720 West Ave Arlington WA 98223 PERMIT # Inspection Information: Inspection Date: Time Onsite: 09:40 Weather Overcast and 56 deg 05/04/2023 am Conditions: Inspection Performed: Visual Soil Inspection Comments: MTC onsite as requested by the client to perform in place density testing on backfill and T-probe on native subgrade for a proposed building addition. Upon arrival, MTC met with the contractor who stated that they were still in progress of preparing the site and removing the existing basement slab.The contractor stated that the building was a proposed addition to the South side of the existing building. MTC observed the contractor removing the slab and concrete debris and noted that the organics had been removed from the pad preparation area. There was no Geotechnical report provided at this time. MTC performed T-probe inspection and observed the existing subgrade soils.The existing material appeared to be a local fill consisting primarily of brown, SM with gravel, cobbles, crushed concrete and small boulders. MTC recommended for the contractor to use a smooth drum roller along the surface to pack the disturbed surface and allow for enhanced visibility of soil conditions. MTC also recommended a proof-roll along the surface of the subgrade prior to backfill. The contractor stated that they will schedule MTC for a follow up proof-roll and compaction inspection. The contractor was notified of the findings prior to departure. Images: Y - "Sti J y� J UPLOADED: 05/04/2023 11:50:28 UPLOADED: 05/04/2023 11:50:30 As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonj Olympia IBellinghamlSilverdaleITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-2313109,0510412023,#F308741,Page 1 of 2 im C MATERIALS TESTING&CONSULTING,INC. . � �• , �r '� - ,kip.. �� .. UPLOADED: • � •IT'• • _ � _ ram' I- UPLOADED: •0 • REPORTED BY: • REVIEWED BY: • Project Manager EnvironmentalAs a mutual protection to clients,the public and ourselves,all reports am submitted as the confidential property of clients,and authorimtlon for publication of statements,conclusions or extracts from or regarding our reports is me—ed pending our written approval. 1technical Engineering*Special InspectionNon-Destructive Burlington Olymp dalelTukwila 1 "1 CreaturesAll 1 Addition 11 0510412023, 1; Page of 2 imism- N -6m - MATERIALS TESTING&CONSULTING,INC. All Creatures Veterinary Addition - 23B109 - Field Report: Visual Soil Inspection: Report #F308927 CLIENT All Creatures Veterinary Services DATE 05/08/2023 PROJECT LOCATION 720 West Ave Arlington WA 98223 PERMIT # Inspection Information: Inspection Date: Time Onsite: 07:55 Weather Overcast and 48 deg 05/08/2023 am Conditions: Inspection Performed: Visual Soil Inspection Comments: MTC onsite as requested by the client to perform in place density testing on backfill and observe a proof-roll on native subgrade for a proposed building addition. Upon arrival, MTC met with the contractor who stated that they had applied compactive efforts with a smooth drum roller throughout the native subgrade for the building pad. There was no Geotechnical report provided at this time. MTC observed a fully-loaded loaded haul truck complete a proof-roll throughout the building pad subgrade. No rutting or deflection was observed. MTC performed T-probe inspection and observed the existing subgrade soils.T-probe depths were discovered to be —1" throughout. Subgrade surface soil conditions appeared to be firm and unyielding. MTC observed the contractor placing lifts of the import gravel borrow backfill for the building pad. Lifts were —12" and supplemented with compactive efforts by smooth drum roller. MTC performed compaction testing in a representative manner throughout each subsequent lift. See compaction report#D308928 for results. The contractor was notified of the findings prior to departure. Images: 4 UPLOADED: 05/08/2023 08:36:22 UPLOADED: 05/08/2023 08:36:25 As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonj Olympia IBellinghamlSilverdaleITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-2313109,0510812023,#F308927,Page 1 of 2 �L dk-1 rt 1111,11hLIAM MATERIALS TESTING&CONSULTING,INC. C UPLOADED: 05/08/2023 08:40:04 UPLOADED: 05/08/2023 08:40:47 UPLOADED: 05/08/2023 08:40:50 UPLOADED: 05/08/2023 08:41:32 REPORTED BY: Mathew Torjusen REVIEWED BY: Michael Houser, Project Manager As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonl Olympia 1Bellinghaml Silverdale ITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition -23B109,0510812023, #F308927,Page 2 of 2 mm &3M MATERIALS TESTING&CONSULTING,INC. All Creatures Veterinary Addition - 23B109 - IPD-Soil Compaction: Report #D308928 CLIENT All Creatures Veterinary Services DATE 05/08/2023 PROJECT LOCATION 720 West Ave Arlington WA 98223 PERMIT # Inspection Information: Inspection Date: Time Onsite: 07:55 Weather Overcast and 48 deg 05/08/2023 am Conditions: Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: Building addition foundation pad/Backfill Gauge Standard MS: 353 Equipment ID&Serial#: Instrotek 3500, Ser. #3453 Gauge Standard DS: 2532 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize RockCorrection: 1.B23 0319 SP,poorly-graded sand with ravel 128.9 OMC: 8.4% TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 12" --C of pad Fg 5' 134.4 128.1 4.9 �1F 99.4 95 2 INE corner of pad -Fg-5' 129.2 124 4.2 0 96.2 95 3 10" --C of pad Fg 4' 131.3 126.1 4.1 �1 97.8 95 4 ISW corner of pad -Fg-4' 133 127.3 4.5 0 98.8 95 5 JNW corner of pad -Fg 3' 134.2 128.8 4.2 �1 99.9 95 6 12" -C,E pad -Fg-3' 131.1 126.5 3.6 0 98.1 95 7 12" --C of pad Fg 2' 132.9 128 3.8 �1 99.3 95 8 10" -C,N pad -Fg-18" 132.2 127.2 3.9 0 98.7 95 9 12" --C, S pad IFg 18" 133 126.7 0�1 98.3 95 10 12 -C of pad I -Fg-12" 133.7 128.3 4.2 0 99.5 95 11 12 --C of pad 1Fg 12 5.2 0 99.8 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC onsite as requested by the client to perform in place density testing on import gravel borrow material for building pad backfill. See visual soil inspection report#F308927 for further information. MTC observed the contractor placing -12"lifts of import material throughout the area of the building pad.The contractor applied compactive efforts by means of a smooth steel drum roller. All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonj Olympia IBellinghaml Silverdale ITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-23B109,0510812023, #D308928,Page 1 of 4 rt I lam MATERIALS TESTING&CONSULTING,INC. MTC performed compaction testing in various locations throughout subsequent lifts. Results met the required specifications of 95%and above. The contractor was notified of the results prior to departure. Images: IMF UPLOADED: 05/08/2023 12:46:45 UPLOADED: 05/08/2023 12:46:47 UPLOADED: 05/08/2023 12:48:00 UPLOADED: 05/08/2023 14:13:32 All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonj Olympia IBellinghaml Silverdale ITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-23B109,0510812023,#D308928,Page 2 of 4 im Ism- s-C MATERIALS TESTING&CONSULTING,INC. UPLOADED: 05/08/2023 14:13:34 UPLOADED: 05/08/2023 14:15:45 u: �- -- . 7W s UPLOADED: 05/08/2023 14:15:47 UPLOADED: 05/08/2023 14:17:14 WPM UPLOADED: 05/08/2023 14:17:16 UPLOADED: 05/08/2023 14:21:47 All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonj Olympia IBellinghamlSilverdaleITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-2313109,0510812023, #D308928,Page 3 of 4 im Ism- s-C MATERIALS TESTING&CONSULTING,INC. IF _1 UPLOADED: 05/08/2023 14:21:49 UPLOADED: 05/08/2023 14:22:57 4 — UPLOADED: 05/08/2023 16:09:46 UPLOADED: 05/08/2023 16:12:24 1 - UPLOADED: 05/08/2023 16:12:27 REPORTED BY: Mathew Torjusen REVIEWED BY: Michael Houser, Project Manager Al results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing• Materials Testing Burlingtonj Olympia 1BellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-2313109,0510812023,#D308928,Page 4 of 4 im 1111A_ s-C _ MATERIALS TESTING&CONSULTING,INC. All Creatures Veterinary Addition - 23B109 - IPD-Soil Compaction: Report #D309103 CLIENT All Creatures Veterinary Services DATE 05/09/2023 PROJECT LOCATION 720 West Ave Arlington WA 98223 PERMIT # Inspection Information: Inspection Date: Time Onsite: 10:00 Weather 62 Sunny 05/09/2023 am Conditions: Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: Building addition foundation pad/Backfill Gauge Standard MS: 350 Equipment ID&Serial#: Instrotek 3500, Ser. #3453 Gauge Standard DS: 2569 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize RockCorrection: 1.B23 0319 SP,poorly-graded sand with ravel 128.9 OMC: 8.4% TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 10 N end of site FG 1' 129.7 123.9 4.7 �1 96.1 1 95 2 10 Center of pad I —FG 131.3 124.5 5.5 0 96.6 95 3 1SW side of pad IFG 132.3 124.9 5.9 0 96.9 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC onsite as requested by the client to perform in place density testing on import gravel borrow material for building pad backfill. MTC performed compaction testing in various locations throughout subsequent lifts. Results met the required specifications of 95%and above. The contractor was notified of the results prior to departure. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonj Olympia IBellinghaml Silverdale ITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-23B109,0510912023, #D309103,Page 1 of 3 im Ism- s-C MATERIALS TESTING&CONSULTING,INC. I. 4 UPLOADED: 05/09/2023 18:02:50 UPLOADED: 05/09/2023 18:02:52 All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ingtonIOlympialBe11inghamISilverdaleITukwiIa 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-2313109,0510912023, #D309103,Page 2 of 3 im Ism- s-C MATERIALS TESTING&CONSULTING,INC. UPLOADED: 05/09/2023 18:02:55 UPLOADED: 05/09/2023 18:02:57 REPORTED BY: Christopher Lott REVIEWED BY: Michael Houser, Project Manager All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonl Olympia 1Bellinghaml Silverdale ITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-2313109,0510912023, #D309103,Page 3 of 3 im ism, ffi_C_ MATERIALS TESTING&CONSULTING,INC. All Creatures Veterinary Addition - 23B109 - Compression Test: Concrete: Report #C310338 - DRAFT CLIENT All Creatures Veterinary Services DATE 05/26/2023 PROJECT LOCATION 720 West Ave Arlington WA 98223 PERMIT # Inspection Information: Inspection Date: Time Onsite: 10:30 Weather Sunny, 70 F 05/26/2023 AM Conditions: Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: All footings inside Gridlines B.1/5-F/5,F/5-F/4,B.1/5-B. Sample Location: B.1/5 Contractor: im Hovde Construction Subcontractor:INcit Reported Supplier/Plant:IMiles/153 Qty Placed,yCa: 10 of 10 Slump, Inches(ASTM C-143) Rat o 4 Concrete Temp, °F(ASTM C-1064): 75 Delivery Ticket 1031767 Job Spec. Slump: N/Al Ambient Temp, °F: 70 t— Truck#: 1105 Air Content,%(ATSM C-231): N/A Min Temp, °F: N/A Batch Time: 10:46 AM Job Spec.Air: N/A Max Temp, °F: N/A Sample Time: 11:35 AM Mix#and Proportions: 01550 Cement, lbs.:15150 Coarse Agg,lbs.: 1 0 Admixture, oz./cwt: N/A Flyash, lbs.: N/A Coarse Agg,lbs.: N/A Admixture, oz./cwt: N/A Water, gals.: 309 Coarse Agg, tbs A Admixture, oz./cwt: N/A Fine Agg, lbs.: 15040 Coarse Agg, lbs.: N/A Admixture, oz./cwt: N/A F1 5 Gallons of water were added N Prior to sampling Sample Type & Compression Test Results: Received 05/30/2023 Sample Set 1 of 1 Type of Compression Fm�M C-39) Test: Sampling was done in accordance with ASTM C172. Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 9097 17 06/02/2023 144,040 1 3.99 11 12.50 1 3,520 1 Robert Bohler �5 ❑ N 9098 28 06/23/2023 54,270 3.99 12.50 4,340 Paul Fuentes F El N 9099 28 06/23/2023 57,665 3.99 12.50 4,610 Paul Fuentes 0 ❑ N 9100F 28 06/23/2023 57,130 3.99 12.50 4,570 Paul Fuentes 0 ❑ N 9101 H0 F0 ❑ ❑ REQ'D 28 3000 Remarks: All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonj Olympia IBellinghamlSilverdaleITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-23B109,0512612023, #C310338,Page 1 of 2 im Ism- s-C MATERIALS TESTING&CONSULTING,INC. Average at 28 days = 4510 psi REPORTED BY: Darrell Hildebrand REVIEWED BY:Alex Eifrig, Lab Manager 10 1 i All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington I Olympia lBellinghaml Silverdale ITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-2313109,0512612023, #C310338,Page 2 of 2 DESIGN CRITERIA REINFORCING STEEL DIMENSIONAL LUMBER WOOD STRUCTURAL CONNECTIONS ABBREVIATIONS: CODE: INTERNATIONAL BUILDING CODE-2018 EDITION 1. REFERENCE STANDARDS: ACI"DETAIL MANUAL"AND CRSI MANUAL OF STANDARD 1. MEET THE REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR 1. ALL FRAMING ANCHORS, POST CAPS,BASES,HANGERS STRAPS,ETC.SHALL BE AS A.BOLT ANCHOR BOLT ADD'L ADDITIONAL ROOF. 25 PSF(SNOW) PRACTICE. SOFTWOOD DIMENSIONAL LUMBER. ALL MEMBERS ARE TO BEAR THE STAMP OF THE MANUFACTURED BY SIMPSON STRONG-TIE OR ENGINEER-APPROVED EQUAL. All ABOVE FINISH FLOOR FLOORS: WWPA. MOISTURE CONTENT AT THE TIME OF FRAMING AND COVER IS TO BE 19%OR ALT ALTERNATE OPERATING ROOMS 60 PSF 2. MATERIALS: LESS. WOOD TRUSSES APPROX APPROXIMATE architects CORRIDORS/LOBBIES 100 PSF A.REINFORCING STEEL: ASTM A615, GRADE 40 FOR#4 AND SMALLER ARCH ARCHITECTURAL EXAM ROOMS 40 PSF ASTM A615, GRADE 60 FOR#5 AND LARGER 2, MINIMUM DIMENSIONAL LUMBER GRADES ARE TO BE: 1. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED, AND DATED BY A BLKG BLOCKING MO-VERNON WIND: B.WELDED WIRE REINFORCING: ASTM A82 AND A185,Fy= 75 KSI WALL STUDS 2x DF STUD GRADE LICENSED ENGINEER IN THE STATE OF THE PROJECT TO THE ENGINEER OF RECORD BM BEAM P:(360)336-2155 BASIC WIND SPEED 100 MPH WALL PLATES 2x OF STANDARD GRADE FOR REVIEW PRIOR TO FABRICATION. B.O.O. BOTTOM OF OPENING 204 West Montgomery Street EXPOSURE B 3. LAP CONTINUOUS REINFORCING BARS PER REQUIREMENTS LISTED BELOW,UNLESS 2x Pi DF STANDARD GRADE BTM BOTTOM Mount Vernon,m 98273 PER PLAN AT CONCRETE BRG BEARING www.hkpa.com TOPOGRAPHICAL FACTOR, Kzt 1.0 NOTED OTHERWISE.PROVIDE CORNER BARS OR HOOKS BARS(90 OR 180 DEGREE)AT 2. TRUSS PLATES ARE TO BE ICBO APPROVED. TOP CHORDS ARE i0 BE DOUGLAS FIR giW BETWEEN SEISMIC: THE END OF ALL HORIZONTAL REINFORCEMENT IN WALLS.REFER TO NOTE 6 FOR JOISTS 2x DF#2 #2 OR BETTER. CLR CLEAR SPECTRAL RESPONSE ACCELERATION,Ss 1.033 BEND REQUIREMENTS. HEADERS/BEAMS 4x,6x OF#2 CMU CONCRETE MASONRY UNIT SPECTRAL RESPONSE ACCELERATION,Si 0.369 BAR SIZE MIN. LAP LENGTH POSTS 4x,6x OF#2 3. INSTALL BRIDGING, WEB,AND CHORD BRACING AS REQUIRED BY THE TRUSS COL COLUMN CONIC CONCRETE N MA ✓ SPECTRAL RESPONSE ACCELERATION,Sds 0.826 FABRICATOR. P ANI SPECTRAL RESPONSE ACCELERATION,Sdi 0.475 #4 2-6" 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED COND CONDITION o49 OF`RASy� O SOIL SITE CLASS.Fo 1.200 #5 3'-C" LUMBER. NAILS AND PLATE WASHERS IN CONTACT WITH TREATED LUMBER SHALL BE 4. TEMPORARY SHORING AND BRACING OF THE TRUSSES DURING ERECTION IS THE CONN CONNECTION �h<� Nsy'j SOIL SITE CLASS,Fv 1.931 #6 4'-6" HOT-DIPPED GALVANIZED.ANCHOR BOLTS AND LAG SCREWS IN TREATED LUMBER SHALL RESPONSIBILITY OF THE CONTRACTOR. CONST CONSTRUCTION _ .� nM.a�;�,; CONi CONTINUOUS sE SEISMIC DESIGN CATEGORY D BE HOG OR ZINC COATED.PLAIN CARBON STEEL FASTENERS MAY BE USED WITH DBL DOUBLE a:z - SEISMIC DESIGN(WOOD LEVELS): 4. REINFORCEMENT COVER: ZINC-BORATE TREATED LUMBER. MANUFACTURED LUMBER DIA DIAMETER of vTURAL ENO\ RESPONSE MODIFICATION FACTOR,R 6.5(BRG WALL/SHEATHED WALLS) FOOTINGS 3 INCHES TO EARTH DIM DIMENSION F REDUNDANCY FACTOR 1.0 2 INCHES TO FORMED SURFACE 4. FOUNDATION SILL PLATES ARE TO BE BOLTED TO THE CONCRETE FOUNDATION WITH 1 PARALLEL STRAND LUMBER(PSL)IS TO BE 2.0E PARALLAM MANUFACTURED BY DL DEAD LOAD SS/ONAL 6N SLABS 2 INCHES TO EARTH %0 ANCHOR BOLTS EMBED A MINIMUM 7"OR%'o MECHANICAL ANCHORS EMBED AS EA EACH GFNERAL CONDITIONS SPECIFIED ON DRAWINGS. PROVIDE A MINIMUM OF TWO BOLTS PER PLATE SECTION A TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL EF EACH FACE FORMED SURFACE: MAXIMUM OF 9"FROM THE PLATE END.MAXIMUM SPACING OF ANCHORS IS RO BE ELEV ELEVATION EXTERIOR FACE 1Y INCHES, 5 BAR AND SMALLER 4'-0 PROVIDE 0.229"x3"SQ. WASHERS AT ALL ANCHOR BOLTS. WASHER EDGES 2. LAMINATED VENEER LUMBER(LVL)IS TO BE 2.0E MICROLLAM MANUFACTURED BY EN EDGE NAILING 1. THE CONTRACTOR SHALL VERIFY AND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. EQ EQUAL 2 INCHES, 6 BAR AND LARGER TO PROCEEDING WITH THE WORK.NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WITH # MUST BE WITHIN/ OF WALL SHEATHING. EQUIP EQUIPMENT ANY DISCREPANCIES. INTERIOR FACE Y INCHES FOR SLABS AND WALLS 3. LAMINATED STRAND LUMBER(LSL)IS TO BE: ES EACH SIDE 1%INCHES FOR BEAMS AND COLUMNS 5. SHOT PIN ATTACHMENTS FOR SILL PLATES ARE TO BE SIMPSON FASTENERS OR EXIST EXISTING APPROVED ALTERNATE.SHOT PIN SIZES ARE AS FOLLOWS: 1%"WIDE LSL 1.3E OR BETTER EXT EXTERIOR 2. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PARR OF THE WORK, THE 3Y"WIDE LSL 1.55E OR BETTER FD FLOOR DRAIN CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 5. REINFORCING STEEL A615 MAY NOT BE WELDED TO OTHER STEEL ELEMENTS. (ACI MANUFACTURED BY TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. FDN FOUNDATION 318-14 26.6.4.1) FF FINISH FLOOR 3. DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS,SECTIONS,OR DETAILS WITHIN PLATE EMBED SHOT PIN 4. MANUFACTURED I-JOISTS ARE TO BE TJI SERIES MEMBERS AND SPECIFIED IN THE FG FINISH GRADE THE DRAWINGS. 6. REINFORCING STEEL BENDS AND HOOKS TO MEET ACI REQUIREMENTS(PER 25.3.2). THICKNESS MATERIAL FLFR FLUSH FRAMED DRAWINGS MANUFACTURED BY TRUSJOIST BY WEYERHAUESER OR ENGINEER Cl) CONIC PDPWL-250MG APPROVED EQUAL. FLR FLOOR N 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, 0,=BAR DIAMETER 2x STEEL PDPAW-200 FT FEET N METHODS, TECHNIQUES, SEQUENCE, AND PROCEDURES. 135 WOOD SHEATHING FTG FOOTING = 00 BEND FRT FIRE RETARDANT TREATED (' M 5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REFERENCED ✓ se. FS FAR SIDE Q W Q BUILDING AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY 1 MAX 6. BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 1. ROOF SHEATHING. MINIMUM THICKNESS PER PLAN.APA RATED,EXP-1 RATING,EDGE GA GAUGE Z > > PORTION OF THE WORK. 4 DIAMETERS FROM THE MEMBER EDGE. PROVIDE STANDARD WASHERS FOR ALL NUTS SEALED PANELS CONFORMING TO INDENTIFICAPON INDEX 32116 FOR SLOPES GREATER GALV GALVANIZED Q Q BEARING AGAINST WOOD. THAN 3/12 AND 40/20 FOR SLOPES 3/12 AND LESS.PROVIDE MINIMUM 1/8"CLEAR GLB GLUE LAMINATED BEAM � Z 6. SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER 6 BETWEEN PANELS TO ALLOW FOR EXPANSION.NAIL 6 INCHES ON CENTER ALONG HGR HANGER V W GENERAL NOTES AND SPECIFICATIONS. 7. FASTEN ALL MEMBERS IN ACCORDANCE WITH IBC TABLE 2304.10.1,UNLESS NOTED EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS,UNLESS NOTED HORIZ HORIZONTAL MIN.BEND DIAMETER OTHERWISE. PROVIDE MINIMUM 1Yz"EMBED FOR ALL NAILS.NAIL SIZES ARE AS OTHERWISE. USE 8d COMMON NAILS. Hi HEIGHT L 7. NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION. FOR TIES AND STIRRUPS: FOLLOWS: I.F. INSIDE FACE Z Z D=6*06 2. FLOOR SHEATHING. MINIMUM THICKNESS PER PLAN.APA RATED STURD-I-FLOOR, IN INCH C -1FOUNDATION NAIL MIN. SHANK DIA. EXP-1 RATING, TONGUE AND GROOVE EDGES CONFORMING TO IDENTIFICATION INDEX LL LIVE LOAD 3 N W' 8d 0.131" 48/24.PROVIDE MINIMUM 1/8"CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. MAX MAXIMUM Q Q PZ Q 90° MECH MECHANICAL NAIL AND GLUE i0 SUPPORTS. GLUE ADHESIVE IS TO CONFORM TO APA SPECIFICATION 1. FOUNDATION DESIGN PARAMETERS ASSUMED BY OWNER: 60 BEND 10d 0.148" MFR MANUFACTURER 120b FOR#6 THIRD#8 3"MIN. 16d 0.162' AFG-01.NAIL 6 INCHES ON CENTER ALONG EDGES AND 12 INCHES ON CENTER AT MIN MINIMUM A. IBC SOIL SITE CLASSIFICATION..............D INTERMEDIATE SUPPORTS,UNLESS NOTED OTHERWISE.USE 10d COMMON NAILS. MISC MISCELLANEOUS OFFSET FOR STIRRUPS & TIES @ g NS NEAR SIDE ZO B. FOOTING BEARING PRESSURE................1,500 PSF `V 8. HOLES AND NOTCHES IN WOOD MEMBERS ARE TO BE LIMITED AS FOLLOWS: LAYOUT PANELS NTS NOT TO SCALE - PERPENDICULAR O.C. ON CENTER 80° L/3 STAGGER PANEL TO FRAMING, TYP. PARA PARALLEL C. LATERAL EARTH PRESSURE: BEND N H IN THI AR PANEL EDGE NAILING JOINTS, TYP. PERP PERPENDICULAR . RESTRAINED..............................................55 PCF 1 90° z �,z AT DIAPHRAGM PSF POUNDS PER SQUARE FOOT Q • PASSIVE....................................................150 PCF BEND g o PERIMETER PSI POUNDS PER SQUARE INCH . COEFFICIENT OF FRICTION........................0.25 40y or MIN.BEND DIAMETER M ^� - _ -_ - - Pi PRESSURE TREATED y 'Z"MIN FOR REINF. BARS FOR REINF BARS: - == RAP RAMMED AGGREGATE PIER U 2. SUBCRADE PREPARATION,DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL D=6*01 - z_ z_ REINF REINFORCING CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. �NOLIMIT - - - REQ'D REQUIRED > STRUCTURAL STEEL _ - - SCHD SCHEDULE W 3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR COMPACTED JOIST BEAM EDGE NAILING _ SEC SECTION W •-AT ALL-SUPPORTED;, SF SQUARE FEET STRUCTURAL FILL.STRUCTURAL FILL IS TO BE COMPACTED TO 95%DENSITY PER ASTM D-1557. 7, REFERENCE STANDARDS: LATEST EDITION OF THE AISC"CODE OF STANDARD PANEL EDGES r_ SIM SIMILAR SPEC SPECIFICATIONS PRACTICE FOR STEEL BUILDINGS AND BRIDGES". - Q FIELD NAILING PANEL EDGE STD STANDARD CONCRETE 2. MATERIALS: AT STL STEEL INTERMEDIATE NAILING AT Z BOLTS: SUPPORTS, TYP _ - ' ALLEDG PANEL STRUCT STRUCTURAL 1. REFERENCE STANDARDS: ACI-301 AND ACI-318. STEEL TO WOOD -ASTM A307 THS SW SHEARWALL H Cl) BLOCKED THRU THROUGH STEEL i0 STEEL -ASTM A325 DIAPHRAGM i0C TOP OF CONCRETE 2. MINIMUM CONCRETE STRENGTH AT 28 DAYS: 2,500 PSI(5Y SACK MIX) STEEL TO CONCRETE -HEAVY HEX HEAD ASTM F1554 DR. 36 MAX.HOLE DIA. IF NOTED TOF TOP OF FOOTING W 000 40%STUD DEPTH i.0.0. TOP OF OPENING > � WOOD TO CONCRETE -ASTM F1554 GR. 36 ij"FOR 2x4 PER PLAN 3. THE WATER/CEMENT RATIO SHALL NOT EXCEED: 0.5(BY WEIGHT) W SHAPES: ASTM A992 F =50,000 PSI I NO MORE THAN UNBLOCKED TOS TOP OF STEEL (n W Q (Y ) 2Y"FOR 2x6 TWO SUCCESSIVE FLAT 2x4 BLKG AT TOW TOP OF WALL W > 4. AGGREGATE GRADING SHALL COMPLY WITH AASHiO#57 GRADATION OR BETTER. TUBE STEEL: SQ/RECT-ASTM A500-iQ TYP, U.N.O.GRADE B(Fy=46,000 PSI MIN) TO DIAPHRAGM DOUBLED STUDS ALL UNSUPPORTED iS TUBE STEEL � Q PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II. ROUND-ASTM A500-10, GRADE B(Fy=42,000 PSI MIN) ARE ALLOWED PANEL EDGES TYP TYPICAL Z ALL OTHER STEEL: ASTM A36(Fy=36,000 PSI) ROOF/FLOOR DIAPHRAGM NAILING U.N.O. UNLESS NOTED OTHERWISE d (n O VERT VERTICAL = Q W 5. COMPLY WITH ACI-301 FOR MIXING.DO NOT EXCEED THE AMOUNT OF WATER MAX.NOTCH 4 WF MDE FLANGE W Lu 3: � SPECIFIED IN THE APPROVED MIX. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE STRUCTURAL STEEL WELDING 25%STUD DEPTHW/ WITH SUCH AS i0 PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT FOR 2x 3. WOOD SHEARWALL SHEATHING. MINIMUM THICKNESS PER PLAN.PLYWOOD OR OSS APA WHS WELDED HEADED STUD SEGREGATION OR EXCESSIVE FREE SURFACE WATER. 1. CONFORM TO THE AWS CODES 01.1 AND D1.3. USE ONLY STATE CERTIFIED WELDERS. 1%"FOR 2x6 RATED,EXP-1 RATING. NAILING PER DRAWINGS. WTS WELDED THREADED STUD J Z J WT WEIGHT J N 6. COMPLY WITH ACI-301 FOR PLACEMENT.PROVIDE A%INCH CHAMFER Ai ALL 2. USE DRY E70 ELECTRODES. HOLES ARE NOT MECHANICAL HARDWARE CONNECTORS WWR WELDED WIRE REINFORCING d Q h Q EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE IN THE DRAWINGS. PERMITTED IN 3. WELDS ARE TO BE Y,INCH CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE IN SAME SECTION DBL STUD FOR HOLE 7. MAXIMUM SLUMP TO BE 4"t I", TYPICAL.DO NOT ADD WATER TO THE MIX TO THE DRAWINGS. AS NOTCH DIA.OF UP TO 60% 1. ALL MECHANICAL HARDWARE USED FOR CONNECTIONS ARE TO BE MANUFACTURED Sheet Contents: STUD DEPTH BY SIMPSON STRONG TIE OR EQUIVALENT HAVING A CAPACITY GREATER THAN OR GENERAL NOTES INCREASE SLUMP.MAXIMUM SLUMP MAY BE INCREASED BY i"IF THE SLUMP IS CONCRETE OR MASONRY ANCHORS 2/"FOR 2x4 EQUAL. TESTED DIRECTLY FROM THE TRUCK PRIOR TO BEING PUMPED INTO PLACE. 3%"FOR 2x6 STUDS 2. ALL MECHANICAL CONNECTORS USED WITH PRESSURE TREATED WOOD ARE TO HAVE 8. ACCELERATED SET OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED 1. MECHANICAL ANCHORS ARE TO BE EITHER SIMPSON STRONG-BOLT 2 OR SIMPSON A ZINC FINISH UNLESS NOTED OTHERWISE ON THE PLANS. Revisions: ADMIXTURES. TITEN HD ANCHORS. ANCHOR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE GLU-LAMINATED MEMBERS SHEET INDEX: Rev. Date DRAWINGS OR IN THE FIELD. S1 -GENERAL NOTES 3. FASTENERS ARE E MATCH MANUFACTURER'S SPECIFICATION,ALWAYS USE HIGHEST S1.1 -GENERAL NOTES(CONT) 1 CCA-001 09/28/2022 9. COMPLY WITH ACI-305R FOR PLACEMENT IN HOT WEATHER AND ACI-306R FOR i. SINGLE-SPAN GLU-LAMINATED WOOD MEMBERS ARE TO BE DOUGLAS FIR,KILN DRIED CAPACITY REQUIREMENTS. FASTENERS USED WITH ZINC COAT FINISH CONNECTORS 2. EPDXY FOR THREADED RODS OR REBAR INTO CONCRETE IS TO BE SIMPSON SET-3G. S2 -FOUNDATION PLANS PLACEMENT IN COLD WEATHER. AND AITC SPECIFICATION 24F-V4,UNLESS NOTED OTHERWISE.MULTI-SPAN OR ARE TO BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM A153. FILL ALL S3 -MAIN FLOOR FRAMING PLAN EPDXY FOR THREADED RODS OR REBAR INTO SOLID MASONRY IS TO BE SIMPSON SET CANTILEVERED GLU-LAMINATED WOOD MEMBERS TO BE AITC SPECIFICATION 24F-V8, HOLES WITH FASTENERS AND DO NOT OVER DRIVE. 10. REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISH.ALL EXPOSED CONCRETE ROD OR REBAR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE UNLESS OTHERWISE NOTED.BEAMS ARE HAVE A 2,000 F7 RADIUS CAMBER,UNLESS S3.1 -ROOF FRAMING PLAN FIELD. S4 -SHEARWALL PLAN IS TO HAVE A CLASS A FINISH. NOTED OTHERWISE. 4. THROUGH BOLT FASTENERS ARE TO BE MACHINE BOLTS CONFORMING TO ASTM S5 -FOUNDATION, CRAWLSPACE, SHEAR DETAILS STANDARD A307, GRADE A. NUTS USED WITH THROUGH BOLTS, THREADED RODS S6 -ROOF FRAMING DETAILS 11. PROVIDE AIR ENTRAINMENT OF 5%f 1.5%FOR ALL CONCRETE EXPOSED TO WEATHER. 2. MATERIALS MUST BE OBTAINED FROM AN AITC APPROVED FABRICATOR AND BEAR AND ANCHOR BOLTS SHALL BE AT LEAST FLUSH WITH THE TOP OF NUT. THE AITC STAMP. Drawn By:JH 5. JOISTS AND BEAMS SHALL BEAR FULLY ON THE CONNECTOR SEAT AND THE GAP Checked: JJ,ST 3. THE GLUE IS i0 BE A "WET-USE"ADHESIVE. BETWEEN MEMBERS SHALL NOT EXCEED 1/8° Date: 7/23/2021 Job No.: 656 Sheet No.: S1 SHOP DRAWINGS AND SUBMITTALS SUMMARY OF SPECIAL INSPECTION 1. SUBMIT LAYOUT DRAWINGS IN PDF FORMAT FOR REVIEW OF:A. REINFORCING STEEL ITEM INSPECTION REQUIRED REMARK B. PRE-MANUFACTURED ENGINEERED WOOD TRUSSES VERIFY MATERIAL BELOW FOOTING FOR DESIGN BEARING CAPACITY; PERIODIC INSPECTION GRADING AND EXCAVATION VERIFY EXCAVATION TO PROPER DEPTH; PERIODIC INSPECTION REFER TO GEOTECHNICAL REPORT architects 2. SUBMIT SPECIFICATIONS IN PDF FORMAT FOR REVIEW OF: VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF FILL; A. CONCRETE DESIGN MIX CONTINUOUS INSPECTION MOUNTVERNON B. CONCRETE INSERTS VERIFY MIX DESIGN SUPPLIED MEETS APPROVED MIX DESIGN; PERIODIC INSPECTION REFER TO STAMPED MIX DESIGN BY DOG P:204 o5 West Montgomery Street DEFERRED SUBMITTALS PLACEMENT OF CONCRETE, INCLUDES VERIFYING SLUMP AND AIR CONTENT TESTS; CONTINUOUS INSPECTION REFER TO DRAWINGS; NOT REQUIRED FOR SITE-WORK CONCRETE Mount Vernon,WA 98273 VERIFY ANCHOR BOLTS ARE PLACED AND TIED PROPERLY; CONTINUOUS INSPECTION REFER i0 DRAWINGS www.hkpa.com 1. PLANS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER CONCRETE FOOTINGS/SLAB-ON-GRADE-3,000 PSI THAT ALLOWS A MINIMUM OF 10 WORKING DAYS FOR THE ENGINEER PLUS AN ADDITIONAL 30 WORKING DAYS FOR INITIAL PLAN REVIEW FROM THE CITY. ALL WALLS/COLUMNS-4,000 PSI PERFORM CYLINDER STRENGTH TESTS �y COMMENTS RELATED i0 THE DEFERRED SUBMITTAL MUST BE ADDRESSED i0 THE COMPOSITE METAL DECK—3,000 PSI 49P0E WAS,, SATISFACTION OF THE PLAN CHECK DIVISION PRIOR TO APPROVAL OF THE SUBMITTED ITEMS. ELEVATED SLABS—5,000 PSI ye _ onia� Jan VERIFY PLACEMENT,COVER AND BAR SIZE; PERIODIC INSPECTION REFER i0 DRAWINGS ✓ .�" sE REINFORCING STEEL 022.09.813: :21- 2. THE DEFERRED SUBMITTAL ITEMS INCLUDE THE FOLLOWING: VERIFY GRADE; PERIODIC INSPECTION ASTM A615, GRADE 60 v oo• A. PRE-MANUFACTURED ENGINEERED WOOD TRUSSES EPDXY OR MECHANICAL ANCHORS VERIFY INSTALLATION SIZE AND DEPTH; CONTINUOUS INSPECTION REFER TO DRAWINGS OR FIELD DIRECTIVESPooc 4fi132 �`�p�``� F` JURAL SPECIAL INSPECTIONS VERIFY NAIL SIZE,SPACING, SHEATHING TYPE AND BLOCKING FOR ALL WALLS; PERIODIC INSPECTION REFER i0 DRAWINGS ASS/ONAL WOOD FLOOR/WALL DIAPHRAGMS VERIFY NAIL SIZE,SPACING,SHEATHING TYPE AND BLOCKING FOR ALL FLOOR/ROOF DIAHRAGMS; PERIODIC INSPECTION REFER i0 DRAWINGS 1. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY INDEPENDENT,JURISDICTIONALLY VERIFY INSTALLATION OF HOLDOWNS; PERIODIC INSPECTION REFER i0 DRAWINGS APPROVED AGENCY IN ACCORDANCE WITH IBC SECTION 1703 AND PROVIDE THE DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1704. 2. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE BUILDING OFFICIAL UPON COMPLETION OF PROJECT. J. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A JURISDICTIONAL INSPECTOR. 4. THE SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT ARE AS NOTED IN THE Cl) SUMMARY OF SPECIAL INSPECTION. N N 00 STRUCTURAL OBSERVATION rn LU a � ONE STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD IS REQUIRED FOR THIS Z >Q PROJECT. THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL TO PERFORM Q STRUCTURAL OBSERVATIONS.DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER > Z AND THE BUILDING OFFICIAL.AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, V W THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED i E DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE,HAVE H Z Z NOT BEEN RESOLVED. 04 J O JOB SITE SAFETY O 0 1-- Q THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR Z TO MEANS,METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM 0 THE WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR E PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, Q SUB-CONTRACTOR OR ANY PERSON ON THE SITE. Q W _U W N Q' Q Z_ d W M N W 04 > 00 . M W Q a ' o �= W r0 � G J Z J O J N d Q h Q Sheet Contents: GENERALNOTES Revisions: Rev. Date 1 CCA-001 09/28/2022 Drawn By:JH Checked: JJ,ST Date: 7/23/2021 Job No.: 656 Sheet No.: S1 . 1 architects MOUM VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 ///��� www.hkpa.com C.1 D D.1 l B) E.1 `r Y T IY I YI IY O�PO IL w H// E :27: - I 1 NAL Cq - -- -- -- -- -- -- -- -- - - -- --�- - - -- -- -Ir - -� II I I III I III I I I I I I II I M _ I N 00 I ;I III Z � � PROVIDE 4x2-6"DOWEL AT EA HORIZ BAR li Q DOWEL AND EPDXY EA HORIZONTAL # III Q SLAB BAR INTO THE BLDG STEM 4%" IN STEMWALL/FTG LAP 2'-0"MIN > Z W REINF DRILL AND EPDX�EMBED Q WALL W/4"MIN EMBED TYPICAL -i / w I I �I 4"MIN INTO EXIST TEMWALL/FTG,TYP )1, --- __--------, j 6 4 I I I ---------------------- ---- ----- -- -- -- - ----- - `----- -----21 N- -J -— —-- i ' Z ----------- --------- - - 5 --- ----- ---- --- ----- ------- -----~ - Z J 4 8 -- N SS 3 -- -- -- -- -- - - -- - __ S5 o 1 - -- -- - ----- -- -- S5 4 6 SLAB-ON-GRADE - I I I� ----- I /#4 Ai 18"O.C. 3 A WAY CENTERED RAISED SIDEWALK SLAB F 8 li SS OVER SUB GRADE SS ill SS l III 4"SLAB-ON-GRADE Z (UN LSS MEDGAS MFR HAS II W/#4 AT 24"O.C.EA WAY CENTERED o DOWEL AND EPDXY EA III OVER SUBGRADE I MORE�STRICi REQUIREMENTS) HORIZONTAL FTG BAR INTO I I,I I THE BLDG FTG/STEM WALL _ III III W/4"MIN EMBED TYPICAL I SS Q w I� Z ! III �IIIII > I I I k I I S5 w= Itil II ��� w r2 AT I I a� I wx I x Ili � CRAWLSPACE VENT, TYP a S5 TYP RAWLSPACE " Q S5 N C> N CJ SEE ARCH FOR LOCATIONS m o a AND DIMENSIONSNZ_ I i li li III i �ti� i�li I I I w Cl) li li li li III W N > 00 Cnu; a ;III' IIIIII Uj > I a III III ~ I I I III III r (n I I I a o w ' i- w � � #4 CORNER BAR FOR EA III t�> (�) Z Z_ HORIZONTAL BAR IN STEM WALL J J LAP 2'-0"MIN AND DOWEL AND 4 III L - - - O J EPDXY INTO BLDG STEM WALL W/ S5 +� 4"MIN EMBED TYPICAL - -- -- - -- ----------- ----- -- ------ --- POST SCHEDULE a a " a T q Sheet Contents: -- ------ 3 3 6 MARK SIZE FOUNDATION PLAN ------ - - ---------I-- ----- - S5 J S5 - - SS OA Pi 4x6 DF#2 I I I I L ._0., 4 4 Revisions: DOWEL AND EPDXY EA HORIZONTAL S5 S5 Rev. Date FTG BAR INTO THE BLDG FTG W/ T A g 4"MIN EMBED TYPICAL B.t C Col D t E g.t F 1 CCA-001 09/28/2022 FOUNDATION ION NOTES: PROVIDE#4x2-6"DOWEL AT EA HORIZ BAR IN STEMWALL/FTG LAP 2'-0"MIN W/REINF 1. REFER TO SHEET S4 FOR SHEARWALL REQUIREMENTS AND HOLDOWN LOCATIONS. DRILL AND EPDXY EMBED 4"MIN,TYR 2. PROVIDE FOOTING DRAIN AROUND PERIMETER OF BUILDINGS. 3. FOOTINGS ARE TO BEAR ON COMPETENT NATIVE SOIL OR STRUCTURAL FILL oo FOUNDATION PLAN Drawn By:JH CAPABLE OF SUPPORTING THE ALLOWABLE BEARING PRESSURE OF 2,000 PSF. I,S2 SCALE 3116"= 1'-0" Checked: JJ,ST Date: 7/23/2021 4. PROVIDE#4 CORNER FTG BAR FOR EACH HORIZONTAL BAR. LAP 2'-0"MIN. Job No.: 5. ?OS' IMslNDICATES POST OVEPRSCHEDULE ON THIS SHEET 656 N CONNECTION EA I Sheet No.: 6. o (E)INDICATES STEP FOOTING LOCATION.REFER TO 7/S5 FOR DETAIL. A A architects MOUM VERNON P:(360)336-2153 204 West Montgomery Street Mount Vernon,WA 98273 www.hkpa.com C.1 D D.1 Y T IY I YI IY o�Po M S", / �Ao M. 'cki, 9.2813,8:o quo', vTURAL -- -- Fg 'II �I Cl) N - — 2 C4 00 Z � �aN Z w ° - L: 2 �: H Z J ADD'L JOIST 16"O.C. 5 ® 3 N - ' - ----a - - SS-- -- -- - -- -- -- -- --—-'- -- - -- -- - - -- -- 1-7 I 5 S5 b o 3 � S5 TYPICAL FLOOR FRAMING b Q 0Y2"TJI-110 AT 16"O.C. Alff FLOOR FRAMING NOTES: w W/3/"FLOOR SHEATHING O 1. STUD SPACING TO BE 16"O.C. 0A OAI w 2. REFER TO SHEET S4 FOR SHEARWALL REQUIREMENTS (n i 2 1 AND HOLDOWN LOCATIONS. S5 S5 S5 3. PROVIDE SOLID BLOCKING IN FLOOR SPACE BELOW ALL 4x, 6x AND Q MULTI-STUD POSTS THAT DO NOT BEAR ON FLUSH BEAMS. Z w Cl) F- N CA. ® X ® w � . (3) (n w w > Q j ' w � z M J Z J ° JN � — — — — m POST SCHEDULE a Q ti Q L 1 3 1 Sheet Contents: MARK SIZE SS SS SPLICE JOIST AS NEC. SS MAIN FLOOR CENTER ON BEAM O Pi 4x6 DF//2 FRAMING PLAN THIS LOC. ONLY Revisions: Rev. Date B.1 a1 D �1 E.1 1 CCA-001 09/28/2022 MAIN FLOOR FRAMING PLAN Drawn By:JH S3 SCALE 3116"= 1'-0" Checked: JJ,ST Date: 7/23/2021 Job No.: 656 Sheet No.: S3 architects MOUNT VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 www.hkpa.com C.1 D D.1 I W EXISTING ROOF FRAMING 't TYP n M. . u REMOVE(2)JOIST BAY SHEATHING MIN � � I/ � � .09281 28:FOR INSTALLATION OF NEW EAVE ON GABLE END sr aei3z �p c- 1c�'"OLE�SS'/ONAL I i I i I I i I - ____ ____ __ ---- — i I I i i I 3 I I �I I I �W �� Posr scN ---- ' RAGE" li M i EXIST BALLOON FRAME WALL CllLOFF.ANDJNSTALL NEW TOP PLATE �" HATCH INDICATES Cl) FOR RAFTER DEARINGNIRON V ¢ EXISTING ROOF FRAMING _ 04 HATCH INDICATES I'i AT NEW EAVE 00 AREA OF EXISTING SHEATHING TO HIC 13 - Q LLI Q - S6 BE REMOVED AND REPLACED FOR � i I � I I > INSTALLATION OF EAVE RAFTERS �IY4"xll3f LVL BEAMS AT 24"O.C. Z Q I i li FLUSH W/BTM OF CEILING Q PROVIDE 2x4 BRACES AT 48"O.C. > Z a SI ALIGN UNDER HIP Q Ss o L) L � xOD 8 HATCH INDICATES s ~ O J 4 -- 14T4x8 - 6 7T7 _ -- - L- -- _ _ OVERFRAMING PER 4/S6 N -- -- -- --- ---- - S6 S6 _ - 4 04 Q TYPICAL EAVE FRAMING T'n 2 2 2x6 ROOF RAFTERS AT 24"O.C. 15EXISTING SKYL�iGHTS TO REMAIN x4 Ai 24"O.C.KNEE WALL SISTERED TO EXISTING RAFTERS OR BE REPL CED PER OWNER TYPICAL ROOF FRAMING W/WROWS 10d NAILS Ai 6"O.C. ROOF TRUSSES Ai 24"O.C. 0W/1�2"ROOF SHEATHING MEDGAS ROOF FRAMING SLOPE PER ARCH AND 1OD AT 6"O.C. 2x6 Ai 24"O.C. W/'%2"ROOF SHEATHING PANEL EDGE NAILING SLOPE PER ARCHU U AND 10D AT 6"O.C. Q W/J%2"ROOF SHEATHING PANEL EDGE NAILING Q AND 10d AT 6"O.C. PANEL EDGE NAILINGzh ROOF FRAMING NOTES: w U I. REFER TO SHEET S4 FOR SHEARWALL AND HOLDOWN LOCATIONS. U U U 1 i 2. STUD SPACING IS 16"O.C. FOR ALL WALLS. � S6 3. REFER i0 DETAIL 16/S6 FOR TYPICAL HEADER FRAMING. } I U � U 4. ALL HEADERS ARE 46 UNLESS NOTED OTHERWISE. Q U U U U U �/T1'A�A'T 5 5. ROOF TRUSS DESIGN LOADS: HATCH INDICATES EXTENTS OF DESIGNATED SOLAR AREA S6 DEAD LOAD- 12 PSF+SELF Wi+8 PSF AT SOLAR iU N DESIGN TRUSSES FOR ADL=8 PSF �/�/ �/ �/�/�/�/ �/�/�/�/�/ LIVE LOAD-25 PSF LL DEFLECTION-L/360 MIN;Y"MAX W N TL DEFLECTION-L/240 MIN; 4"MAX00 U 6. Si INDICATES SHEAR TRUSS W L Q 7. INDICATES INTERIOR BEARING WALL WITH 2x6 STUDS D Q U MIN AT 16"O.C.MAX. ALL EXTERIOR WALLS TO BE dj Z CONSIDERED BEARING WALLS WITH 2x6 AT 16"O.C. ++ Q LLI � w3: F_ y Y L) U U U U U U U U U U U 0 J N _ POST SCHEDULE Q " Q' 4x8 ' 4x8 4x8 4x8 ' ----------- --------------- ------------- -- -- - -- ----------- Sheet Contents: MARK SIZE ROOF FRAMING PLAN 2 O PT 46 DFg2 S6 Revisions: Rev. Date e.i a1 D �1 E.1 1 CCA-001 09/28/2022 1 ROOF FRAMING PLAN Drawn By:JH 53.1 SCALE 3/16"= 1'-0" Checked: JJ,ST Date: 7/23/2021 Job No.: 656 Sheet No.: S3. 1 architects MOUNT VEHNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 www.hkpa.com C.1 D D.1 EO E.1 FO W �r A y M.J n ki, ✓1 9.2813 8:2 q�oF�nSSJDRALE V /ONAL i i �`l __ __ __ __ __ __ _ __ __ __ __ __ __ _ _ __ _ _� i III I I �I Cl) N 00 O Q ; Q <Z < < WO .. � 3ra 6 3 � N � 6 6 b Z 0 FLOOR FRAMING ABOVE p WHERE OCCURS STRAP HOEDOWN ABOVE WHERE REQ'D BTM SILL NAILING tOp �Od STACK HOEDOWN STUDS �p Oy15LU LAP CORNER PLATES .W ti V_ � W/(5)10d NAIL DOUBLE STUDS TOGETHER TOP PLATE CONNECTION W/2-ROWS 16d AT 6"O.C. W INTERMEDIATE STUDS PER PLAN ABUTTING PANEL EDGES W PANEL EDGE NAILING ALL PANEL EDGES i0 OCCUR ff AT EA HOEDOWN SND li SHEARWALL NOTES: OVER STUDS,PLATES,RIMS, Q MULTIPLE STUD AT N'LDOWN OR HORIZONTAL BLKG PER SPECIFIC HOEDOWNS DETAIL CONTINUOUS TO TOP PLATE BOTTOM SILL PLATE CONNECTION Z NAILING OR ANCHOR BOLTS 1. 7 INDICATES SHEARWALL ON SPECIFIED FLOOR. 4"SO MAXIMUM PENETRATIONS 8'-0"SPACING MIN REFER TO SCHEDULE ON THIS SHEET FOR ANCHOR HOEDOWN WHERE REQ'D LARGER PENETRATIONS ARE NOT ALLOWED W M PER PLAN WITHOUT ENGINEERS REVIEW. REQUIREMENTS. N LLI CV INTERMEDIATE SUPPORT NAILING 2. SIMPSON MASAP SILL PLATE ANCHORS ARE AN ACCEPTABLE ALTERNATE > 00 SHEARWALL SHEATHIN AT 12"O.C.MINIMUM 6 HORIZONTAL OR VERTICAL 1Y2"MIN PENETRATION INTO STUD TO m ANCHOR BOLTS. PANEL ORIENTATION PANEL EDGE NAILING Q 1Y2"MIN PENETRATION INTO STUD sw TYPICAL WOOD SHEARWALL FRAMING r LU Q W o s4 SCALE N.T.S. V Z J O O L. J 04 CL Q h Q Sheet Contents: SHEARWALL PLAN SHEARWALL SCHEDULE HDU4 PLATE CONNECTION i PER 13�55 CONCRETE/SILL PLATE WOOD FLOOR Revisions: MARK WOOD STRUCTURAL PANELS PANEL EDGE NAILING PANEL EDGE STUDS CONNECTION TOP PLATE BiM SILL PLATE Rev. Date "0 A.BOLT U- Ul (Jl Ul Ul- 6 15/32"SHEATHING ONE SIDE 10d AT 6"O.C. 2x 48"O.C.IN 2x PLATE LTP4 AT 16 O.GC' III AT 6"O.C. B.1 C C.1 D D.1 E E,1 F 1 CCA-001 09/28/2022 "LTP4 AT 24"O.C.AT ROOF SHEARWALL PLAN S4 SCALE 3/16"= Y-0" Drawn By:JH Checked: JJ,ST Date: 7/23/2021 Job No.: 656 Sheet No.: S4 SW SHEATHING HANDRAIL POST SHEARWALL SHEATHING BRG WALL AND NAILING 10dxAy"'AT 6"O.C. PER ARCH AT 4'-0"O.C. MAX AND NAILING PER PLAN �' WHERE OCCURS NOTE PER PLAN 3 „ FLOOR NAILING FLOOR NAILING 2/q (2)CONTINUOUS 16d AT 6"O.C. ALL FASTENERS INTO Pi 16d PER SCHEDULE 2x6 Pi PLATE(SET FLUSH W/INSIDE FACE architects PER PLAN FLOOR NAILING z #4 BARS PER PLAN LUMBER i0 BE HDG (AT 6"O.C.MAX) m= W/3a"SHIM AT EXTERIOR) W/MASAP TIE g SLAB AND REINF PER PLAN i6d AT 6' O.C. 1Y4 LSL BLKG PER SCHEDULE - mour4r venNON s 6d AT 6"O.C. N (2)Y2"0 F1554 GR. 36 BOLTS PT 2x6 PLATE W /0 A.BOLT P:(360)336-2135 / 16d EA SIDE JOIST a EMBED 4"MIN 1Y4•"LSL RIM PER SCHEDULE(Ai 48"O.C.MAX) 16d TN AT 6"O.C. SIDEWALK a " ,' 204 West Montgomery Street W/WASHER PER Si 00Rh BEAM PER PLAN PER PLAN FLOOR W//ax2"SO PLATE WASHER o Mount Vernon,WA 98273 SW SHEATHING W/ FLUA.BOLT } ` www.hkpa.com NAILING INTO RIM . . SIDEWALK WHERE— OCCURS AND SILL PLATE OCCURS PER PLAN --------- SIDEWALK #4x2'-6"DOWELS , I 5 ��� (2)#4H AT TOP AND g g M. WHERE OCCURS z 2x6xi'-0"EA SIDE PT POST PER PLAN AT 48"O.C.DRILL x ITS HGR 5----- ` AT 12"O.C. 0 49PGF wasyIP° PROVIDE BUILDING PAPER z --- a (2)#4H AT TOP PROVIDE 2x BLKG W/(4)10d EA END W A34 EA SIDE AND EPDXY W ?Q ` / / g g BETWEEN HRG AND CONIC - z 4V AT 12"O.C. W 90•HOOK INTO AND AT 18" O.C. AT 48' O.C. AT 4" EMBED INTO WALL - (2)#4H AT TOP # / z L4V A7 18"O.C. PARA CONDITION o z Pi 2x4 PLATE W/%"0 �i _ FTG AND SLAB CENTERED IN WALL y EM. # _I g AND 12"O.C. I/ .09.281:28: - W 90•HOOK INTO FTG A.BOLT AT 6'-0"O.C. / #4V A7 12"O.C. LAP 2'-0" ALTERNATE HOOK DIRECTION W/90'HOOKq��FgU�TURAL ENGa������ .�{ BACKFILL CENTERED IN WALL ' ° �SS�ONAL (IF OCCURS `✓,•,li i��.a 6" 6' ° ati6^ #4 AT 12"O.C. 2 4 AT MID DEPTH 76"' 6 6"()# Ui-6" (2)#4 ' ° BTM EA WAY 6"FOUNDATION SECTION 2 FOUNDATION SECTION 3 FOUNDATSECTION 4 FOUNDATION SECTION S5 SCALE 3/4"= 1"-0" S5 SCALE 3/4"= V-0" S5 SCALE 3/4"= V-0" S SCALE 3/4"- 1-0 MATCH MATCH FTG REINF TYP FTG R INF STRUCTURAL FILL W/48 BAR DIA.LAP Pi 2x6 PLATE W/ SHEARWALL SHEATHING OR CDF AND NAILING PER PLAN 2HR WALL PER ARCH— ND 0 A.BOLT PER SCHED 16d AT 6"O.C. FLOOR NAILING °��' SHEARWALL PER PLAN--_ W/WASHER PER S1 M PROVIDE 7"MIN EMBED TO FTG EXISTING BUILDING PER PLAN ° a �' CAST-IN-PLACE 2x6 STUDS AT 16"O.C. N FRAMING; NO CHANGE i �' STAIRS #4 AT 12"O.C. 6"WIDE CONC CURB = 04 1/ LSLFLOOR i ° EA WAY a s • DOWEL AND EPDXY INTO FTG W/#4 AT C9 p ' #4H NOSING BAR TYP N (2)#4 48"O.C. MAX AND 4"MIN EMBED INTO FTG Q W Q SIDEWALK BY OTHERS Q Q PROVIDE WEB BLKG PER MFR CENTER REBAR BETWEEN A.BOLTS T < ���� ° HOOK INTO g ��; Z _ SLAB PER PLAN Y4"LSL BLKG AT 48"O.C. THICKENED EDGE o Q Z LTP4 AT 16"O.C. ! SIDEWALK a ° PT PLYWOOD SHIM TO MATCH---,-, PT 2x12 LEDGER ° _ • ;° ,�\ . �^ ` 2 MAX V W EXISTING SHEATHING THICKNESS W/Y2"0 A.BOLT Ai 48"O.C. #4 AT TOP AND ` f. ! L DOWEL AND EPDXY INTO EXISTING STEM -s 1 #4 CORNER BARS Z Z W/SET-3G AND 4"MIN EMBED ° ° W/2'-0"LEGS ,J2 XIS 3 p ETING � %> NEW CRAWL - , �i ` _ _ _ N BASEMENT SPACE �``` ` �- #4 AT 48"O.C. EXPANSION JOINT 1_0" ` �. °° _ �(2)#4H 8" TYP FTG REINF M U 1'-4" Z FOUNDATION SECTION CONCRETE STAIRS SECTION TYPICAL STEP DETAIL a MEDGAS FOUNDATION SECTION ° S5 SCALE 3/4"= Y-0" S5 SCALE 3/4"= i'-0" S5 SCALE 3/4"= Y-0" S5 SCALE 3/4"= Y-0" Q 0 Q W U_ W Q Z_ R W M F- N W N > 00 . am w a ' o;= w END OF ~ W G PANEL NAILING SHEAR WALL ANCHOR BOLT SCHEDULE W/SS U Z Z INTO EA HD STUD HOLDOWN No.KING J p J BOLT DIA EMBED ANCHOR STUDS L. J N CRIPPLE STUDS— TUDS HDU4 SB5/e"0x24" 18,MIN (2)2x6 [L Q Q AS REQ'D PANEL NAILING END OF INTO EA HD STUD SHEAR WALL Sheet Contents: KING STUDS AT HOLDOWN FOUNDATION, PER SCHEDULE v, CRAWLSPACE, HOLDOWN PER PLAN SHEAR DETAILS R2VISIOnS: W/LAG SCREWS PER MFR CRIPPLE STUDS AS REO'D SB ANCHOR BOLT Rev. Date DIA PER S HEDULE FLOOR KING STUDS AT SB ANCHOR BOLT HOLDOWN PER SCHEDULE 1 CCA-001 09/28/2022 (2)2x4 FLOOR SPACE DIA PER SCHEDULE HOLDOWN PER PLAN VERT BLKG W/LAG SCREWS PER MFR UNDER STUDS a FLOOR} ° o Drawn By:JH g Checked: JJ,ST CONCRETE Date: 7/23/2021 CONCRETE STEM WALL Job NO.: STEM WALL 656 �3 TYPICAL HDU DETAIL Sheet No.: S5 SCALE 3/4"= 1'-0" ^5 2x4 BLKG 2'-0"MAX ROOF NAILING ALIGN W/ 2x4 OUTRIGGER (8)10d EA PLATE PER PLAN SHEATHING AT 24"O.C. AND 4'-0"O.C. TYP ROOF SHEATHING __ 2x6 ! SYMM architects LTP4 A7 L16d A7 RIDGE 2x4 SUPPORT EVERY OTHER RAFTER 2 16d EA LOCATE DIRECTLY OVER TRUSS MOUNTVERNON 6"O.C. P:(360)336-2153 24"O.C. OUTRIGGER W/(3)10d TO RAFTER ROOAMAX 41LOCK S2 PER ARCH DROPPED A35 EA SIDE 2x4 RAFTER A34 EA RAFTER 204 West Montgomery Street 2'-0"MAX GABLE END = TRUSS EA BRACE AT 24"O.C. W///8x2"SCREW Mount Vernon,WA 98273 z 2x6x2'-0" 2x BLKG z o ie32"SHEATHING PLATE 2x4 TIE EA RAFTER 72 70 PLATE www.kkpn.com VENT HOLEw�, W/10d AT 6"O.C. OR i MIN W/(4)10d EA END SEE ARCH 2x6 PLATE W/ m-- SHEAR TRUSS FLUSH MA �z 2 MAX (2)//8x3"SCREWS TOPW/SHEATHING BELOW 2x6 ERG BLOCK W/ EA TRUSS � TRUSSES N DESIGN FOR 250 PLF i ',i i6d AT 6"O.C. lOd A7 q9 of WAS,, P ( ) 2x6 BRACE (3)16d EA SUPPORT P� ANJ AT 8'-0"O.C. \ SDWC75600 OR H2.SA PER PLAN A34 EA SIDE 6 O.C. Set ..iNAIL i0 BRACEdaNEA TRUSS X SCREW i0 PLATE I/ DBL TOP PLATE W x q sP 4fi132 �OF RAL SHEARWALL SHEATHING STUDS PER PLAN LTP4 AT SS�ONAL ENG AND NAILING PER PLAN 24"O.C. EXISTING EXISTING ROOF NEW CRIPPLE WALL RAFTERS SHEATHING i0 REMAIN ROOF SECTION ROOF SECTION 4 ROOF SECTION S6 SCALE 3/4"= 1'-0- S6 SCALE 3/4"= 1'-0- 6 SCALE 3/4"= V-0" 01 EXISTING NOTE: RIPPED 2x BLKG SHEARWALL IF PV TOTAL LOAD EXCEEDS ROOF NAILING ALIGNED W/SHEATHING TYPICAL ROOF PV SUPPORT CE POST 400LBS OR MULTIPLE PV PER PLAN TRUSS AND ATTACHMENT SUPPORTS OCCUR ALONG A ROOF NAILING PROVIDE ADD'L PER SOLAR MFR SINGLE TRUSS BAY, TRUSS PER PLAN LRU26Z BLOCK A7 SOWS ROOF NAILING Cl) MAX 400LBS TOTAL LOAD DESIGN MUST INCORPORATE RAF N TER ROOF SHEATHING PER PLAN PV LOADS RIPPED 2x BLKG M W/VENT HOLES PER PLAN = W ALIGNED W/SHEATHING O 2x6 MIN TOP CHORDS LTP4 PER SCHED Ul FEA C CLIP AT BLKG CONNECTION LTP4 PER SCHED RAFTER PER PLAN (24"O.C.MAX) TRUSSES Z > TRUSS (24"O.C. MAX) i'-0" \ NOTCH 70 BEAR ON WALL \ \ PER PLAN Q Q 6" SDWC75600 OR H2.5A 2x6 LEDGER W/ > MINIMUM 6x6 BLOCK MAX SHEARWALL PER PLAN EA TRUSS (2)SDWS22600D6 EAWTRUS00 OR H2.5A Q OZ BELOW PV SUPPORT VERi 2x6 2x6 STUDS AT 16"O.C. A7 12"O.C.MAX DBL TOP PLATE U W H NON-BRG HU HGR EA END SHEARWALL SHEATHING WALL ix TOP CENTER PER PLAN O NTER UNDER AT 6x6 BLOCK DER SUPPORT BLKG AND NAILING PER PLAN L — Z PLATE W/(3)16d EA TRUSSA35 A7 2HR WALL PER ARCH 2HR WALL PER ARCH N � Z _ TRUSSES PER MFR CHORD AND WEB J SHEAR TRUSS TIGHT i0 SHEATHING 24"O.C. DESIGN TRUSSES EA SIDE BLKG EXTEND DRYWALL UP 70 3 N W/(2)16d AT TOP AND BTM CHORD EA STUD FOR 200LBS UNLESS LOADS UNDERSIDE OF SHEATHING L, O 0 r-- Q DESIGN FOR 250 PLF AXIAL LOAD PROVIDED PER SOLAR SUBMITTAL NEW WALL Z 7AT 6 ROOF SECTION ROOF SECTION 8 MEDGAS ROOF SECTION 9 MEDGAS ROOF SECTION ° SCALE 3/4"= t'-0" S SCALE 3/4"= t'-0" S6 SCALE 3/4"= V-0" S6 SCALE 3/4"= V-O" S6 SCALE 3/4"=V-0" WUNOTCH 2x (4)SOW22338 FROM W FOR OUTRIGGER ROOF NAILING " i"MIN OUTSIDE LVL i0 C/) PER PLAN INSIDE LVL ALIGN RAFTER 2x4 FLAT OUTRIGGER MIN A END TYP EXIST STUD WALL W/SHEATHING BELOW AND SHEATHING A7 48"O.C. III 1fg z AND NAILING RAFTER PER PLAN 2x BLKG 1'-0" TIGHT i0 WALL LTP4 PER SCHED 2x BLKGClIll N (24"O.C.MAX) AT 48"O.C. (11)16d N ILS STAGGERED \ W 00 2HR WALL PER ARCH FROM INSI LVL 70 STUD > 0) EXTEND DRYWALL UP TO SHEATHING AND NAILING EA END 7YP W LU Q UNDERSIDE OF MEDGAS PER PLAN SECTION A-A AT GEL LVL � Q SHED SHEATHING 2x6 STUDS 2HR WALL PER ARCH SET SHEATHIN D A7 16"O.C. FLUSH WITH WAL Q (n O GABLE iF U � j BALANCE PER 2/S ++ io MEDGAS ROOF SECTION �� MEDGAS ROOF SECTION BEVELED PLATE y U Z Z OVERFRAMING EXIST RAFTER SOWC15600 O J p J S6 SCALE 3/4"= i'-0" S6 SCALE 3/4"= i'-0" 0 PER 4/S6 FROM TOP T-FLOOR/ROOF FRAMING d Q 0 Q NOTCH 2x PLATE TO PER PLAN NOTCH BLKG \ RAFTER PER PLAN FOR OUTRIGGER KNEE WALL AS REO'D BACK PAN PER-LAN REMOVE PER PLAN FLOOR Sheet Contents: ALIGN RAFTER 2x4 FLAT OUTRIGGER 2-ROWS 10d �10d Ai 4"O.C. EXIST SAVE 0R� ROOF FRAMING W/SHEATHING BELOW AT 48"O.C. NAILS AT 6"O.C. / 2x6 CRIPPLE STUDS DETAILS BEAR RAFTER ON A7 16"O.C. EXIST RIM ROOF NAILING 2 16d NAILS NOTCH AS REQ'D I�PER PLAN 2x4 AT 48"0 C. O HDR PER PLAN Revisions: W/(2)10d FROM SILL IMAX EAVE RAFTER I 2x BLKG NAILS EA LVL PLATE i0 BEAM RIPPLE STUDS OVER HDR SINGLE KING STUD Rev. Date PER PLAN A35 AT 24"O.C. -_ W/(6)16d INTO HDR 1 CCA-001 09/28/2022 LTP4 Ai LVL BEAM SINGLE TOP SILL 2"RIGID INSUL 24"O.C. EXIST RAFTER III I PER PLAN U.N.O. PER PLAN EXIST RAFTER 2x BLKG I 6 PER PLAN SHEARWALL SHEATHING III +--L-- NOTCH _________ NO.OF TRIMMERS MAX AND NAILING ON �� AROUND EXISTING WALL AT 48' O.C. EAVE RAFTER TOP PLATE RAMS HEADER PER PLAN FRAMING PER PLAN INTERIOR SIDE EA END OVER SILL (1)UNO EXIST SHEATHING EXIST CEILING JOIST SIM SECTION NOTE: AND NAILING SE 7 DEL LVL 2x FLAT BLKG AT 48"O.C. SINGLE BTM SILL Drawn By:JH TOP PLATE AND RAFTER ALIGNED NEW DBL (7)i6d NAILS STAGGERED _ BETWEEN LVL AND EXIST NOTE. SECTION U.N.O. TOP PLATE EXIST WALL-" ALL FROM LVL TO STUD EA CEILING JOIST W/(2)10d WITH WALL ARE EXISTING. LTP4 LOCATE LVL BEAM ON Checked: JJ,ST NOT REQ'D IF EXISTING SHEATHING FRAMING END 7YP EXIST WALL NAILS EA END OPPOSITE SIDE OF STUD FROM 1 - 1 -Q LAPS RIM 2"MIN. VERIFY/PROVIDE FRAMING EXIST CEILING JOIST Date: 7/23/2021 BLKG AND FLAT OUTRIGGER. ALIGN KNEE WALL STUDS WITH Job No.: EXISTING ROOF RAFTERS 656 �3 ROOF SECTION ROOF SECTION 15 ROOF SECTION 76 TYPICAL HEADER DETAIL Sheet No.: S6 SCALE 3/4"= V-C" S6 SCALE 3/4"= V-C" 1,,S6 SCALE 3/4"= f-0" S6 SCALE 1/2"= 1'-0" S6 MATERIALS TESTING&CONSULTING,INC. All Creatures Veterinary Addition - 23B109 - Compression Test: Concrete: Report #C311959 CLIENT All Creatures Veterinary Services DATE 06/21/2023 PROJECT LOCATION 720 West Ave Arlington WA 98223 PERMIT # Inspection Information: Inspection Date: Time Onsite: 2:00 Weather 60 F, cloudy 06/21/2023 PM Conditions: Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Footing addition to veterinary clinic no GL provided Sample Location: West side footing Contractor:Huvdee Concrete Subcontractor:Not Reported Supplier/Plant:Miles/124 Qty Placed, Cu. 5.5 of 7 Slump, Inches (ASTM C-143) or W/C Ratio:[ Concrete Temp, °F(ASTM C-1064): 73 Yd. Delivery Ticket 1038321 Job Spec. Slump: 4 Ambient Temp, °F:[60] Truck#: 1080 Air Content, % (ATSM C-231): NA Min Temp, °F: NA Batch Time: 1:07 PM Job Spec.Air: NA Max Temp, °F: NA Sample Time: 2:15 PM Mix#and Proportions: 61550 Cement,lbs.:ICEM100, 3590 Coarse Agg, lbs.: GG 7/8, 12980 1 Admixture, oz./cwt:INA Flyash,lbs.:INA Coarse Agg, lbs.:INA Admixture, oz./cwt:INA Water, gals.:1216.5 Coarse Agg, lbs.:INA Admixture, oz./cwt:INA Fine Agg,lbs.:JAGGsnd, 10700 Coarse Agg, lbs.:INA Admixture, oz./cwt:INA 13 of 14.2 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Received 06/22/2023 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Sampling was done in accordance with ASTM C172. Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area (Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 10424 07 06/28 F 3,490 1 Paul Fuentes 0 ❑ 10425 28 07/19/2023 0000 DO 0 ❑ 10426 28 07/19/2023 0000 DO 0 1--] 10427 28 07/19/2023 �000 DO 0 1--] ❑ ❑ REQ'D 28 4000 Images: All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ingtonICilympialBe11inghamISilverdaleITukwila 3 60.75 5.1990 www.mtc-inc.net All Creatures Veterinary Addition-23B109,0612112023, #C311959,Page 1 of 2 im Ism- s-C MATERIALS TESTING&CONSULTING,INC. UPLOADED: 06/21/2023 14:52:28 REPORTED BY: Ian Perkins REVIEWED BY:Alex Eifrig, Lab Manager All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonl Olympia 1Bellinghaml Silverdale ITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-23B109,0612112023, #C311939,Page 2 of 2 im Ism- c _ rmilt MATERIALS TESTING&CONSULTING,INC. All Creatures Veterinary Addition - 23B109 - Field Report: Concrete: Report #F311963 CLIENT All Creatures Veterinary Services DATE 06/21/2023 PROJECT LOCATION 720 West Ave Arlington WA 98223 PERMIT # Inspection Information: Inspection Date: Time Onsite: 13:30 Weather 6j o 06/21/2023 Conditions: Inspection Performed: Concrete Subcontractor: Tim Huvdee Continuous or Periodic: Continuous Sheets: NA Location/Area: all on Footing addition to vet.Clinic Details: NA Level/Elevation: Street level Approved Plans Dated:0 Remarks: CONCRETE PLACEMENT: Continuous Inspection Sheet(s): NA Detail(s): NA Location(s):Wall on Footing addition to vet. Clinic Level(s)/Elevation(s): Street level MTC inspector on site, as requested, to observe the placement of approximately 5.5 CY of concrete with Mix Design ID #01550 supplied by miles sand and gravel into walls at the location noted above. One set of five (4"x 8") cylinders was cast for compressive strength test specimens. Refer to Report#C311959 for field test results and for more information. Concrete was placed via concrete pump, and was mechanically consolidated with high-cycle vibrator and finished by hand. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Work in progress.Additional inspection needed. Images: As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonj Olympia IBellinghamlSilverdaleITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition-2313109,0612112023,#F311963,Page 1 of 2 im Ism- s-C MATERIALS TESTING&CONSULTING,INC. ' X2, UPLOADED: 06/21/2023 15:09:44 UPLOADED: 06/21/2023 15:09:45 REPORTED BY: Ian Perkins REVIEWED BY: Michael Houser, Project Manager As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonl Olympia 1Bellinghaml Silverdale ITukwila 360.755.1990 www.mtc-inc.net All Creatures Veterinary Addition -23B109,0612112023, #F311963,Page 2 of 2 1 civil structural STRUCTURAL CALCULATIONS FOR ALL CREATURES VETERINARY SERVICES ARLINGTON, WA June 251 2021 ITEM PAGE DesignCriteria................................................................................................DC-1 to DC-4 GravityDesign ...............................................................................................GD-1 to GD-34 LateralDesign ................................................................................................LD-1 to LD-22 Foundation Design ........................................................................................FD-1 to FD-14 M. JAB 5�4� of WAsy,�ICy�j - 02 Ily Si e by J an nicki,PE SE 2021.06 24 04-07' 0' '0 �� 46132 �4t -P0- �Q'URAL VA �SSIONAL ENG Seattle Mount Vernon Federal Way Whidbey Island 9706 4ch Ave NE Suite 300 2210 Riverside Dr,Suite 110 31620 23rd Ave S,Suite 307 1796 E Main St,Suite 105 Seattle,WA 98115 Mount Vernon,WA 98273 Federal Way,WA 98003 Freeland,WA 9824 tel 206.523.0024 tel 360.899.1110 tel 206.523.0024 tel 360.331.4131 Calc Cover THIS PAGE INTENTIONALLY LEFT BLANK civil structural STRUCTURAL CALCULATIONS DESIGN CRITERIA ALL CREATURES VETERINARY SERVICES ADDITION ARLINGTON, WA Seattle Mount Vernon Federal Way Whidbey Island 9706 4ch Ave NE,Suite 300 2210 Riverside Dr,Suite 110 31620 23rd Ave S,Suite 307 1796 E Main St,Suite 105 Seattle,WA 98115 Mount Vernon,WA 98273 Federal Way,WA 98003 Freeland,WA 9824 tel 206.523.0024 tel 360.899.1110 tel 206.523.0024 tel 360.331.4131 DC THIS PAGE INTENTIONALLY LEFT BLANK DC-1 DC-1 Date: 6/21/2021 Made By: NKP Project: All Creatures Veterinary Services Addition Description: Design Criteria Design Criteria Code: 2018 International Building Code Seismic: Latitude = 48.2001237 North Longitude = 122.1278291 West Spectral Response Acceleration, Ss&S1 = 1.033&0.369 Spectral Response Acceleration, Sds &Sd1 = 0.826&0.475 Soil Site Class, Fa &Fv= 1.200& 1.931 Response Modification Factor, R= 6.5 (Wood Shearwalls) Wind: Exposure = B Basic Wind Speed= 100 mph Topographical Terrain =Flat Kzt= 1.00 Live Loads: Roof= 25 psf (Snow) Lobby/Corridors = 100 psf Operating Rooms= 60 psf Exam Rooms= 40 psf Soils: Assumed By Owner Soil Bearing = 1,500 psf Restrained Soil Pressure = 55 pcf Passive Soil Pressure = 150 pcf IBC Soil Site Classification =D Frost Depth = 18 inches DCG DC-2 DC-2 Date: 6/17/2021 Made By: NKP Project: All Creatures Veterinary Services Addition Description: Dead Loads Roof Assembly Dead Load: Comp. Shingle Roof...................... 2.0 psf 112"Plywood Sheathing................ 1.7 psf Wood Trusses at 24"o.c.............. 3.0 psf Insulation.................................... 1.5 psf (1) Layers of 518"GWB................ 2.8 psf Miscellaneous ........................... 1.0 psf Total.......................................... 12.0 psf Use DL = 15.0 psf Floor Assembly Dead Load: Flooring .................................... 4.0 psf 314"T& G Plywood..................... 2.5 psf 2x10 at 16"ox.................... 2.8 psf (1) Layers of 518"GWB................ 2.8 psf Miscellaneous........................... 1.5 psf Total........................................ 13.6 psf Use DL = 15.0 psf Exterior Wall Assembly Siding...................................... 1.5 psf 2x6 at 16"o.c.............................. 1.7 psf Insulation .................................. 1.0 psf 15132"Plywood Sheathing............ 1.7 psf (1) Layers of 518"GWB ............... 2.8 psf Miscellaneous........................... 0.5 psf Total.......................................... 9.2 psf Use DL = 10.0 psf Interior Wall Assembly (2) Layers of 112"GWB ............... 4.4 psf 2x4 at 16"ox............................. 1.1 psf Insulation...................................... 0.5 psf Miscellaneous........................... 0.5 psf Total.......................................... 6.5 psf Use DL = 7.0 psf DCG DC-3 DC-3 �GNEf J` OSHPD All Creatures Veterinary Services Addition 720 N W Ave, Arlington, WA 98223, USA Latitude, Longitude: 48.2001237, -122.1278291 Dollar Tree Q Cascade District Court® All Creatures Veterinary Services E Burke Ave z a o 530 Gilman Ave w E Gilman Ave N E Gilman Ave Moe's Espresso e Skye Tattoo Q I I oo ®Fountain Drive-In Google .- Map data 02021 Date 6/16/2021, 10:56:32 AM Design Code Reference Document ASCE7-16 Risk Category 11 Site Class D-Default(See Section 11.4.3) Type Value Description SS 1.033 MCER ground motion.(for 0.2 second period) S, 0.369 MCER ground motion.(for 1.0s period) SMS 1.24 Site-modified spectral acceleration value SM1 null-See Section 11.4.8 Site-modified spectral acceleration value SDS 0.826 Numeric seismic design value at 0.2 second SA SDI null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null-See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null-See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.439 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.527 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 1.033 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 1.134 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1 RT 0.369 Probabilistic risk-targeted ground motion.(1.0 second) S1 UH 0.414 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1 D 0.6 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.911 Mapped value of the risk coefficient at short periods DCG 4 DC-4 ype Value Description CRC 0.891 Mapped value of the risk coefficient at a period of 1 s DCG civil structural STRUCTURAL CALCULATIONS GRAVITY DESIGN ALL CREATURES VETERINARY SERVICES ADDITION ARLINGTON, WA Seattle Mount Vernon Federal Way Whidbey Island 9706 4ch Ave NE,Suite 300 2210 Riverside Dr,Suite 110 31620 23rd Ave S,Suite 307 1796 E Main St,Suite 105 Seattle,WA 98115 Mount Vernon,WA 98273 Federal Way,WA 98003 Freeland,WA 9824 tel 206.523.0024 tel 360.899.1110 tel 206.523.0024 tel 360.331.4131 GD THIS PAGE INTENTIONALLY LEFT BLANK All Creatures Veterinary Services GD-1 Scale: 1/8" = 1'-0" GD-1 Roof Plan Gravity Key Plan Note: Roof trusses are designed by others. H2 m DCG -I FQ R T ECM MEMBER REPORT PASSED GD-2 G D-2 Roof Framing, H.1 1 piece(s)4 x 8 OF No.2 + + 0 0 L 5' L 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 1802 @ 0 3281(1.50") Passed(55%) 1.0 D+ 1.0 S(All Spans) Member Type:Header Shear(Ibs) 1301 @ 8 3/4" 3502 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResidentialBuilding Code:IBC 2015 Moment(Ft-Ibs) 2365 @ 2'7 1/2" 3438 Passed(69%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.038 @ 2'7 1/2" 0.105 Passed(L/999+) 1.0 D+1.0 S(All Spans) Total Load Defl.(in) 0.066 @ 2'7 1/2" 1 0.262 1 Passed(L/955) 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/600)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Trimmer-HF 1.50" 1.50" 1.50" 752 1050 1802 None 2-Trimmer-HF 1.50" 1.50" 1.50" 752 1050 1802 None Lateral Bracing Bracing Intervals Comments Top Edge(Lu) T 3"o/c Bottom Edge(Lu) 5'3"o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 5'3" N/A 6.4 1-Uniform(PSF) 0 to 5'3" 16' 15.0 25.0 Roof Load 2-Uniform(PSF) 0 to 5'3" 5' 8.0 - Solar Panels Member Notes Typical Roof Header Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB software operator Job Notes 6/17/2021 11:01:55 PM UTC Nicki Peden Dcc ForteWEB v3.2, Engine: V8.2.0.17,Data:V8.1.0.16 sz3-ooz4 nicki@dcgengr.com DC Weyerhaeuser File Name:All Creatures Vet Clinic nicki Page 2/4 ® F 0 R T E CM MEMBER REPORT PASSED GD-3 GD-3 Roof Framing, H.2 1 piece(s)4 x 8 DF No.2 Overall Length:a' + + 0 0 L 8 � 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 687 @ 0 3281(1.50") Passed(21%) 1.0 D+ 1.0 S(All Spans) Member Type:Header Shear(Ibs) 565 @ 8 3/4" 3502 Passed(16%) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResidentialBuilding Code:IBC 2015 Moment(Ft-Ibs) 1416 @ 411 1/2" 3438 Passed(41%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.059 @ 4'1 1/2" 0.165 Passed(L/999+) 1.0 D+1.0 S(All Spans) Total Load Defl.(in) 0.098 @ 4'1 1/2" 1 0.313 1 Passed(L/999+) 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/600)and TL(L/5/16"). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Trimmer-HF 1.50" 1.50" 1.50" 274 412 686 None 2-Trimmer-HF 1.50" 1.50" 1.50" 274 412 686 None Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 8'3"o/c Bottom Edge(Lu) 8'3"o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 8'3" N/A 6.4 1-Uniform(PSF) 0 to 8'3" 4' 15.0 25.0 Roof Load Member Notes Typical Roof Header Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB software operator Job Notes 6/17/2021 11:01:55 PM UTC Nicki Peden Dcc ForteWEB v3.2, Engine: V8.2.0.17,Data:V8.1.0.16 sz3-oozy nicki@dcgengccom DC Weyerhaeuser File Name:All Creatures Vet Clinic nicki Page 3/4 -I FQ R T ECM MEMBER REPORT PASSED G D-4 G D-4 Roof Framing, B.1 1 piece(s)4 x 8 OF No.2 0 0 1 1 1 L 4' U 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2258 @ 0 3281(1.50") Passed(69%) 1.0 D+ 1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 1483 @ 8 3/4" 3502 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResidentialBuilding Code:IBC 2015 Moment(Ft-Ibs) 2399 @ 211 1/211 3438 Passed(70%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:Aso Live Load Defl.(in) 0.023 @ 2'1 1/2" 0.142 Passed(L/999+) 1.0 D+1.0 S(All Spans) Total Load Defl.(in) 0.044 @ 2'1 1/2" 1 0.213 1 Passed(L/999+) 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on Nos. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 1.50" 1.50" 1.50" 1089 1169 2258 Blocking 2-Stud wall-DF 1.50" 1.50" 1.50" 1089 1169 2258 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 4'3"o/c Bottom Edge(Lu) 4'3"o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 4'3" N/A 6.4 1-Uniform(PSF) 0 to 4'3"(Front) 22' 15.0 25.0 Roof Load 2-Uniform(PSF) 0 to 4'3"(Front) 22' 8.0 - Solar Panels Member Notes Beam at bearing wall Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB software operator Job Notes 6/17/2021 11:01:55 PM UTC Nicki Peden DOG ForteWEB v3.2, Engine: V8.2.0.17,Data:V8.1.0.16 sz3-ooz4 nicki@dcgengr.com DC Weyerhaeuser File Name:All Creatures Vet Clinic nicki Page 4/4 All Creatures Veterinary Services GD-5 Scale: 1/8" = 1'-0" GD-5 Main Floor Plan Gravity Key Plan LU DCG f FQ R T E` M MEMBER REPORT PASSED G D-6 G D-6 Floor,J.1 1 piece(s)9 1/2"TJI@ 110 @ 16"OC 0 0 ❑ 2❑ 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2114 @ 11'8 1/4" 2350(5.25") Passed(90%) 1.00 1.0 D+ 1.0 L(Adj Spans) Member Type:Joist Building Use:Residential Shear(Ibs) 938 @ 11'5 1/2" 1342 Passed(70%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 Moment(Ft-Ibs) -2354 @ 11'8 1/4" 2500 Passed(94%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology:Aso Live Load Defl.(in) 0.230 @ 5'9 1/2"' 0.283 Passed(L/589) 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.255 @ 5'9" 0.566 Passed(L/531) 1.0 D+1.0 L(Alt Spans) TJ-ProTM Rating 56 40 Passed • Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser EdgeTM Panel(24"Span Rating)that is glued and nailed down. •Additional considerations for the TJ-ProTM Rating include:1/2"Gypsum ceiling. Bearing Length Loads to Supports(Ibs) Supports Total Available I Required Dead Floor Live Total Accessories 1-Plate on concrete-HF 5.50" 4.00" 1.75" 96 725/-67 821/-67 1 1/2"Rim Board 2-Stud wall-HF 5.50" 5.50" 4.25" 260 1854 2114 None 3-Stud wall-HF 5.50" 5.50" 3.60" 214 1745 1959 None 4-Stud wall-HF 5.50" 5.50" 4.25" 260 1854 2114 None 5-Plate on concrete-HF 5.50" 4.00" 1.75" 1 96 1 725/-67 821/-67 1 1/2"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 3'6"o/c Bottom Edge(Lu) 3'1"o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Load Location Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 46'3 1/2" 16" 15.0 100.0 Floor Member Notes Main Floor Joist Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB software operator Job Notes 6/17/2021 11:08:03 PM UTC Nicki Peden DOG ForteWEB v3.2, Engine: V8.2.0.17,Data:V8.1.0.16 sz3-ooz4 nicki@dcgengr.com DC Weyerhaeuser File Name:All Creatures Vet Clinic nicki Page 1/ 1 WG7 G D-7 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 7:33AM Wood Beam File:All Creatures Vet Clinic.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 KW-06012482 �. DESCRIPTION: FBA CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 875.0 psi Ebend-xx 1,300.Oksi Fc-Prll 600.0 psi Eminbend-xx 470.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade : No.2 Fv 170.0 psi Ft 425.0 psi Density 31.210pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0.0825)L(0.55) D(0.0825)L(0.55) D(0.0825)L(0.33) D(0.0825)L(0.55) 4x10 4x10 Span=5.0 ft Span=5.0 ft r Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.0150, L=0.060 ksf, Tributary Width=5.50 ft,(Floor Load) Uniform Load: D=0.0150, L=0.10 ksf, Tributary Width=5.50 ft Within +5% tolerance, Load for Span Number Design Okay. Uniform Load: D=0.0150, L=0.10 ksf, Tributary Width=5.50 ft,(Floor Load) Uniform Load: D=0.0150, L=0.10 ksf, Tributary Width=5.50 ft DESIGN SUMMARY - Maximum Bending Stress Ratio = 1.0391 Maximum Shear Stress Ratio = 1.004 : 1 Section used for this span 4x10 Section used for this span 4x10 fb:Actual = 873.06 psi fv:Actual = 136.54 psi Fb:Allowable = 840.00 psi Fv:Allowable = 136.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 5.000ft Location of maximum on span = 5.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.026 in Ratio= 2338>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.029 in Ratio= 2056>=240 Max Upward Total Deflection -0.000 in Ratio= 791258>=240 Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.171 0.154 0.90 1.200 0.80 1.00 1.00 1.00 1.00 0.54 129.24 756.00 0.41 18.90 122.40 Length=5.0 ft 2 0.171 0.154 0.90 1.200 0.80 1.00 1.00 1.00 1.00 0.54 129.24 756.00 0.41 18.90 122.40 +D+L 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 1.039 1.004 1.00 1.200 0.80 1.00 1.00 1.00 1.00 3.63 873.06 840.00 2.95 136.54 136.00 Length=5.0 ft 2 1.039 1.004 1.00 1.200 0.80 1.00 1.00 1.00 1.00 3.63 873.06 840.00 2.95 136.54 136.00 +D+0.750L 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.654 0.630 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.86 687.10 1050.00 2.31 107.13 170.00 DCG WG8 G D-8 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 7:33AM Wood Beam File:All Creatures Vet Clinic.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 i.i -- DESCRIPTION: FBA Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M fb F'b V fv F'v Length=5.0 ft 2 0.654 0.630 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.86 687.10 1050.00 2.31 107.13 170.00 +0.60D 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.058 0.052 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.32 77.54 1344.00 0.24 11.34 217.60 Length=5.0 ft 2 0.058 0.052 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.32 77.54 1344.00 0.24 11.34 217.60 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+L 1 0.0188 2.039 L Only -0.0002 4.804 +D+L 2 0.0292 2.849 0.0000 4.804 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 1.904 7.263 2.454 Overall MINimum 1.581 6.187 2.131 Within +5% tolerance, D Only 0.323 1.075 0.323 +D+L 1.904 7.263 2.454 Design Okay. +D+0.750L 1.508 5.716 1.921 +0.60D 0.194 0.645 0.194 L Only 1.581 6.187 2.131 DCG WG9 G D-9 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 7:31AM Wood Beam File:All Creatures Vet Clinic.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 KW-06012482 �. DESCRIPTION: FB.2 CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 875.0 psi Ebend-xx 1,300.Oksi Fc-Prll 600.0 psi Eminbend-xx 470.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade : No.2 Fv 170.0 psi Ft 425.0 psi Density 31.210pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0.165)L(1.1) D(0.165)L(1.1) D(0.165)L(1.1) 410 4x10 410 Span=5.0ft Span=5.0ft Span =2.Oft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.0150, L=0.10 ksf, Tributary Width=11.0 ft,(Floor Load) Load for Span Number 2 Uniform Load: D=0.0150, L=0.10 ksf, Tributary Width=11.0 ft,(Floor Load) Load for Span Number 3 Uniform Load: D=0.0150, L=0.10 ksf, Tributary Width=11.0 ft,(Floor Load) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.9561 Maximum Shear Stress Ratio = 0.983 : 1 Section used for this span 4x10 Section used for this span 4x10 fb:Actual = 802.79 psi fv:Actual = 133.71 psi Fb:Allowable = 840.00 psi Fv:Allowable = 136.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 5.000ft Location of maximum on span = 4.244 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.028 in Ratio= 2152>=360 Max Upward Transient Deflection -0.001 in Ratio= 53474>=360 Max Downward Total Deflection 0.032 in Ratio= 1861 >=240 Max Upward Total Deflection -0.001 in Ratio= 46243>=240 Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M fb F'b V iv F'v D Only 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.144 0.148 0.90 1.200 0.80 1.00 1.00 1.00 1.00 0.45 108.56 756.00 0.39 18.08 122.40 Length=5.0 ft 2 0.144 0.148 0.90 1.200 0.80 1.00 1.00 1.00 1.00 0.45 108.56 756.00 0.32 18.08 122.40 Length=2.0 ft 3 0.109 0.148 0.90 1.200 0.80 1.00 1.00 1.00 1.00 0.34 82.71 756.00 0.21 18.08 122.40 +D+L 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.956 0.983 1.00 1.200 0.80 1.00 1.00 1.00 1.00 3.34 802.79 840.00 2.89 133.71 136.00 Length=5.0 ft 2 0.956 0.983 1.00 1.200 0.80 1.00 1.00 1.00 1.00 3.34 802.79 840.00 2.38 133.71 136.00 Length=2.0 ft 3 0.728 0.983 1.00 1.200 0.80 1.00 1.00 1.00 1.00 2.54 611.65 840.00 1.58 133.71 136.00 DCG W010 GD-10 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 7:31AM Wood Beam File:All Creatures Vet Clinic.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 i.i -- DESCRIPTION: FB.2 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M fb F'b V fv F'v +D+0.750L 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.599 0.616 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.62 629.23 1050.00 2.26 104.80 170.00 Length=5.0 ft 2 0.599 0.616 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.62 629.23 1050.00 1.86 104.80 170.00 Length=2.0 ft 3 0.457 0.616 1.25 1.200 0.80 1.00 1.00 1.00 1.00 1.99 479.42 1050.00 1.24 104.80 170.00 +0.60D 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.048 0.050 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.27 65.14 1344.00 0.23 10.85 217.60 Length=5.0 ft 2 0.048 0.050 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.27 65.14 1344.00 0.19 10.85 217.60 Length=2.0 ft 3 0.037 0.050 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.21 49.63 1344.00 0.13 10.85 217.60 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+L 1 0.0322 2.227 0.0000 0.000 +D+L 2 0.0070 2.689 +D+L -0.0013 0.420 +D+L 3 0.0202 2.000 0.0000 0.420 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum 2.512 7.187 5.565 Overall MINimum 2.173 6.215 4.813 D Only 0.340 0.972 0.753 +D+L 2.512 7.187 5.565 +D+0.750L 1.969 5.633 4.362 +0.60D 0.204 0.583 0.452 L Only 2.173 6.215 4.813 DCG WG11 GD-11 9706 4th Ave NE#300 Seattle,WA 98115 Printed:23 JUN 2021, 4:04PM Wood Beam File:All Creatures Vet Clinic.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 KW-06012482 �. DESCRIPTION: FB.3 CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 875.0 psi Ebend-xx 1,300.Oksi Fc-Prll 600.0 psi Eminbend-xx 470.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade : No.2 Fv 170.0 psi Ft 425.0 psi Density 31.210pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0.345)S(0.575) 0(0.345)S(0.575) D(0.1) D(0.1) D(0.165)L(1.1) D(0.165)L(1.1) 4x10 4x10 Span=4.0 ft Span=4.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.0150, L=0.10 ksf, Tributary Width=11.0 ft,(Floor Load) o Uniform Load: D=0.010 ksf, Tributary Width=10.0 ft,(Wall above) Within +5 /o tolerance, Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=23.0 ft,(Roof Load) Design Okay. Load for Span Number 2 Uniform Load: D=0.0150, L=0.10 ksf, Tributary Width=11.0 ft,(Floor Load) Uniform Load: D=0.010 ksf, Tributary Width=10.0 ft,(Wall above) Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=23.0 ft,(Roof Load) DESIGN SUMMARY � - Maximum Bending Stress Ratio = 0.983 1 Maximum Shear Stress Ratio = 1.018 : 1 Section used for this span 4x10 Section used for this span 4x10 fb:Actual = 825.63 psi fv:Actual = 138.44 psi Fb:Allowable = 840.00 psi Fv:Allowable = 136.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 4.000ft Location of maximum on span = 3.240 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.009 in Ratio= 5136>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.016 in Ratio= 3016>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i C r C m C t C L M fb F'b V iv F'v D Only 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.392 0.406 0.90 1.200 0.80 1.00 1.00 1.00 1.00 1.23 296.69 756.00 1.07 49.75 122.40 Length=4.0 ft 2 0.392 0.406 0.90 1.200 0.80 1.00 1.00 1.00 1.00 1.23 296.69 756.00 1.07 49.75 122.40 +D+L 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.983 1.018 1.00 1.200 0.80 1.00 1.00 1.00 1.00 3.43 825.63 840.00 2.99 138.44 136.00 DCG WG12 G D-12 9706 4th Ave NE#300 Seattle,WA 98115 Printed:23 JUN 2021, 4:04PM Wood Beam File:All Creatures Vet Clinic.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 i.i -. DESCRIPTION: FB.3 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M fb F'b V fv F'v Length=4.0 ft 2 0.983 1.018 1.00 1.200 0.80 1.00 1.00 1.00 1.00 3.43 825.63 840.00 2.99 138.44 136.00 +D+S 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.593 0.615 1.15 1.200 0.80 1.00 1.00 1.00 1.00 2.38 573.18 966.00 2.07 96.11 156.40 Length=4.0 ft 2 0.593 0.615 1.15 1.200 0.80 1.00 1.00 1.00 1.00 2.38 573.18 966.00 2.07 96.11 156.40 +D+0.750L 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.660 0.684 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.88 693.40 1050.00 2.51 116.27 170.00 Length=4.0 ft 2 0.660 0.684 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.88 693.40 1050.00 2.51 116.27 170.00 +D+0.750L+0.750S 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.932 0.966 1.15 1.200 0.80 1.00 1.00 1.00 1.00 3.75 900.76 966.00 3.26 151.04 156.40 Length=4.0 ft 2 0.932 0.966 1.15 1.200 0.80 1.00 1.00 1.00 1.00 3.75 900.76 966.00 3.26 151.04 156.40 +0.60D 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.132 0.137 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.74 178.02 1344.00 0.64 29.85 217.60 Length=4.0 ft 2 0.132 0.137 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.74 178.02 1344.00 0.64 29.85 217.60 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S 1 0.0159 1.698 0.0000 0.000 +D+0.750L+0.750S 2 0.0157 2.324 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 2.810 9.366 2.810 Overall MINimum 0.863 2.875 0.863 D Only 0.926 3.085 0.926 +D+L 2.576 8.585 2.576 Within +5% tolerance, +D+S 1.788 5.960 1.788 +D+0.750L 2.163 7.210 2.163 Design Okay. +D+0.750L+0.750S 2.810 9.366 2.810 +0.60D 0.555 1.851 0.555 L Only 1.650 5.500 1.650 S Only 0.863 2.875 0.863 DCG WG13 G D-13 9706 4th Ave NE#300 Seattle,WA 98115 Printed:23 JUN 2021, 4:05PM Wood Beam File:All Creatures Vet Clinic.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 KW-06012482 �. DESCRIPTION: FBA CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 875.0 psi Ebend-xx 1,300.Oksi Fc-Prll 600.0 psi Eminbend-xx 470.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade : No.2 Fv 170.0 psi Ft 425.0 psi Density 31.210pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0.345)S(0.575) D(0.345)S(0.575) D(0.345)S(0.575) D(0.1) D(0.1) D(0.1) D(0.165)L(1.1) D(0.165)L(1.1) D(0.165)L(1.1) 400 4x10 4x10 Span=4.Oft Span=4.0ft Span=2.Oft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.0150, L=0.10 ksf, Tributary Width=11.0 ft,(Floor Load) Uniform Load: D=0.010 ksf, Tributary Width=10.0 ft,(Wall above) Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=23.0 ft,(Roof Load) Load for Span Number 2 Uniform Load: D=0.0150, L=0.10 ksf, Tributary Width=11.0 ft,(Floor Load) Uniform Load: D=0.010 ksf, Tributary Width=10.0 ft,(Wall above) Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=23.0 ft,(Roof Load) Load for Span Number 3 Uniform Load: D=0.0150, L=0.10 ksf, Tributary Width=11.0 ft,(Floor Load) Uniform Load: D=0.010 ksf, Tributary Width=10.0 ft,(Wall Above) Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=23.0 ft,(Roof Load) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.9831 Maximum Shear Stress Ratio = 0.957 : 1 Section used for this span 4x10 Section used for this span 4x10 fb:Actual = 825.63 psi fv:Actual = 130.11 psi Fb:Allowable = 840.00 psi Fv:Allowable = 136.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 4.000ft Location of maximum on span = 3.261 ft Span#where maximum occurs = Span#2 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.027 in Ratio= 1804>=360 Max Upward Transient Deflection -0.002 in Ratio= 21478>=360 Max Downward Total Deflection 0.045 in Ratio= 1058>=240 Max Upward Total Deflection -0.004 in Ratio= 12612>=240 Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 DCG WG14 G D-14 9706 4th Ave NE#300 Seattle,WA 98115 Printed:23 JUN 2021, 4:05PM Wood Beam File:All Creatures Vet Clinic.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 i.i -. DESCRIPTION: FBA Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M fb F'b V fv F'v Length=4.0 ft 1 0.294 0.382 0.90 1.200 0.80 1.00 1.00 1.00 1.00 0.93 222.52 756.00 1.01 46.76 122.40 Length=4.0 ft 2 0.392 0.382 0.90 1.200 0.80 1.00 1.00 1.00 1.00 1.23 296.69 756.00 0.85 46.76 122.40 Length=2.0 ft 3 0.392 0.382 0.90 1.200 0.80 1.00 1.00 1.00 1.00 1.23 296.69 756.00 0.77 46.76 122.40 +D+L 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.737 0.957 1.00 1.200 0.80 1.00 1.00 1.00 1.00 2.58 619.22 840.00 2.81 130.11 136.00 Length=4.0 ft 2 0.983 0.957 1.00 1.200 0.80 1.00 1.00 1.00 1.00 3.43 825.63 840.00 2.38 130.11 136.00 Length=2.0 ft 3 0.983 0.957 1.00 1.200 0.80 1.00 1.00 1.00 1.00 3.43 825.63 840.00 2.14 130.11 136.00 +D+S 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.445 0.578 1.15 1.200 0.80 1.00 1.00 1.00 1.00 1.79 429.89 966.00 1.95 90.33 156.40 Length=4.0 ft 2 0.593 0.578 1.15 1.200 0.80 1.00 1.00 1.00 1.00 2.38 573.18 966.00 1.65 90.33 156.40 Length=2.0 ft 3 0.593 0.578 1.15 1.200 0.80 1.00 1.00 1.00 1.00 2.38 573.18 966.00 1.48 90.33 156.40 +D+0.750L 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.495 0.643 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.16 520.05 1050.00 2.36 109.27 170.00 Length=4.0 ft 2 0.660 0.643 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.88 693.40 1050.00 2.00 109.27 170.00 Length=2.0 ft 3 0.660 0.643 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.88 693.40 1050.00 1.79 109.27 170.00 +D+0.750L+0.750S 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.699 0.908 1.15 1.200 0.80 1.00 1.00 1.00 1.00 2.81 675.57 966.00 3.06 141.95 156.40 Length=4.0 ft 2 0.932 0.908 1.15 1.200 0.80 1.00 1.00 1.00 1.00 3.75 900.76 966.00 2.60 141.95 156.40 Length=2.0 ft 3 0.932 0.908 1.15 1.200 0.80 1.00 1.00 1.00 1.00 3.75 900.76 966.00 2.33 141.95 156.40 +0.60D 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.099 0.129 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.56 133.51 1344.00 0.61 28.05 217.60 Length=4.0 ft 2 0.132 0.129 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.74 178.02 1344.00 0.51 28.05 217.60 Length=2.0 ft 3 0.132 0.129 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.74 178.02 1344.00 0.46 28.05 217.60 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S 1 0.0214 1.815 0.0000 0.000 2 0.0000 1.815 +D+0.750L+0.750S -0.0038 3.227 +D+0.750L+0.750S 3 0.0453 2.000 0.0000 3.227 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum 3.044 7.961 7.727 Overall MINimum 0.934 2.444 2.372 D Only 1.003 2.622 2.545 +D+L 2.790 7.297 7.083 +D+S 1.937 5.066 4.917 +D+0.750L 2.343 6.129 5.948 +D+0.750L+0.750S 3.044 7.961 7.727 +0.60D 0.602 1.573 1.527 L Only 1.788 4.675 4.538 S Only 0.934 2.444 2.372 DCG GD-15 GD-15 THIS PAGE INTENTIONALLY LEFT BLANK DCG WG16 GD-16 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 7:39AM Wood Column File:All Creatures VetCIInic.ec Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 1.1 1 DESCRIPTION: 2x6-11.5'(5.27 K) Code References Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combinations Used :ASCE 7-16 General Information Analysis Method: Allowable Stress Design Wood Section Name 2x6 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 11.5 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width 1.50 in Allow Stress Modification Factors Wood Species Douglas Fir-Larch Exact Depth 5.50 in Cf or Cv for Bending 1.30 Wood Grade No.2 Area 8.250 inA2 Cf or Cv for Compression 1.10 Fb+ 900 psi Fv 180 psi Ix 20.797 inA4 Cf or Cv for Tension 1.30 Fb- 900 psi Ft 575 psi ly 1.547 inA4 Cm:Wet Use Factor 1.0 Fc-Prll 1350 psi Density 31.21 pcf Ct:Temperature Factor 1.0 Fc-Perp 625 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15.3.2 Basic 1600 1600 1600 ksi Use Cr:Repetitive? No Minimum 580 580 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=11.5 ft,K=1 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weiqht included :20.563 Ibs*Dead Load Factor AXIAL LOADS. . . Axial Load at 11.50 ft, D=5.250 k DESIGN SUMMARY Bending &Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.9985:1 Maximum SERVICE Lateral Load Reactions.. Load Combination D Only Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 5.271 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 639.79 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D Location of max.above base 11.50 ft Applied Design Shear 0.0 psi Allowable Shear 288.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D C P Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.479 0.9985 PASS 0.0 ft 0.0 PASS 11.50 ft +0.60D 1.600 0.294 0.5484 PASS 0.0 ft 0.0 PASS 11.50 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 5.271 +0.60D 3.162 DCG WC17 GD-17 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 7:39AM Wood Column File:All Creatures VetClinic.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 KW-06012482 �- DESCRIPTION: 2x6-11.5'(5.27 K) Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft +0.60D 0.0000 in 0.000 ft 0.0000 in 0.000 ft Sketches 5.250k 5.250k i +X Load 1 0 u7 26 1.50 in DCG WG18 GD-18 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 7:41AM Wood Column File:All Creatures VetCIInic.ec Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 1.1 1 DESCRIPTION: (2)2x6-11.5'(10.55 K) Code References Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combinations Used :ASCE 7-16 General Information Analysis Method: Allowable Stress Design Wood Section Name 2-2x6 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 11.5 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width 3.0 in Allow Stress Modification Factors Wood Species Douglas Fir-Larch Exact Depth 5.50 in Cf or Cv for Bending 1.30 Wood Grade No.2 Area 16.50 inA2 Cf or Cv for Compression 1.10 Fb+ 900 psi Fv 180 psi Ix 41.594 inA4 Cf or Cv for Tension 1.30 Fb- 900 psi Ft 575 psi I Cm:Wet Use Factor 1.0 Fc-Prll 1350 psi Density 31.21 pcf y 12.375 in 4 Ct:Temperature Factor 1.0 Fc-Perp 625 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15.3.2 Basic 1600 1600 1600 ksi Use Cr:Repetitive? No Minimum 580 580 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=11.5 ft,K=1 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weiqht included :41.126 Ibs*Dead Load Factor AXIAL LOADS. . . Axial Load at 11.50 ft, D= 10.510 k DESIGN SUMMARY Bending &Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.9995:1 Maximum SERVICE Lateral Load Reactions.. Load Combination D Only Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 10.551 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 639.79 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D Location of max.above base 11.50 ft Applied Design Shear 0.0 psi Allowable Shear 288.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D C P Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.479 0.9995 PASS 0.0 ft 0.0 PASS 11.50 ft +0.60D 1.600 0.294 0.5489 PASS 0.0 ft 0.0 PASS 11.50 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 10.551 +0.60D 6.331 DCG WC19 G D-19 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 7:41AM Wood Column File:All Creatures VetClinic.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 DESCRIPTION: (2)2x6-11.5'(10.55 K) Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft +0.60D 0.0000 in 0.000 ft 0.0000 in 0.000 ft Sketches 10.510k 10.510k +X Load 1 0 u7 V) + 2 X6 3.0 in DCG WC20 G D-20 9706 4th Ave NE#300 Seattle,WA 98115 Printed:23 JUN 2021, 4:08PM Wood Column File:All Creatures Vet Clinic.ec Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 1.1 1 DESCRIPTION: PT CRAWL SPACE POST Code References Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combinations Used :ASCE 7-16 General Information Analysis Method: Allowable Stress Design Wood Section Name 4x6 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 6 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width 3.50 in Allow Stress Modification Factors Wood Species Douglas Fir-Larch Exact Depth 5.50 in Cf or Cv for Bending 1.30 Wood Grade No.2 Area 19.250 inA2 Cf or Cv for Compression 1.10 Fb+ 750.0 psi Fv 170.0 psi Ix 48.526 inA4 Cf or Cv for Tension 1.30 Fb- 750.0 psi Ft 475.0 psi ly 19.651 inA4 Cm:Wet Use Factor 1.0 Fc-Prll 700.0 psi Density 31.210 pcf Incising Factors: Ct:Temperature Factor 1.0 Fc-Perp 625.0 psi for Bending 0.80 Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial for Elastic Modulus 0.95 Kf:Built-up columns 1.0 NDS 15.3.2 Basic 1,300.0 1,300.0 1,300.0 ksi Use Cr:Repetitive? No Minimum 470.0 470.0 Brace condition for deflection(buckling)along columns: X-X(width)axis: Unbraced Length for buckling ABOUT Y-Y Axis=6 ft,K=1.0 Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=6 ft,K=1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weiqht included :25.033 Ibs*Dead Load Factor AXIAL LOADS. . . Axial Load at 6.0 ft, D=3.090, L=5.50, S=2.890 k DESIGN SUMMARY Bending &Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.9002 :1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+L Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 8.615 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 497.129 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D Location of max.above base 6.0 ft Applied Design Shear 0.0 psi Allowable Shear 217.60 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D C P Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.831 0.3513 PASS 0.0 ft 0.0 PASS 6.0 ft +D+L 1.000 0.807 0.9002 PASS 0.0 ft 0.0 PASS 6.0 ft +D+S 1.150 0.771 0.5714 PASS 0.0 ft 0.0 PASS 6.0 ft +D+0.750L 1.250 0.746 0.6544 PASS 0.0 ft 0.0 PASS 6.0 ft +D+0.750L+0.750S 1.150 0.771 0.8951 PASS 0.0 ft 0.0 PASS 6.0 ft +0.60D 1.600 0.664 0.1484 PASS 0.0 ft 0.0 PASS 6.0 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 3.115 DCG WC21 GD-21 9706 4th Ave NE#300 Seattle,WA 98115 Printed:23 JUN 2021, 4:08PM Wood Column File:All Creatures VetClinic.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 DESCRIPTION: PT CRAWL SPACE POST Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+L 8.615 +D+S 6.005 +D+0.750L 7.240 +D+0.750L+0.750S 9.408 +0.60D 1.869 L Only 5.500 S Only 2.890 Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+L 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+S 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+0.750L 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+0.750L+0.750S 0.0000 in 0.000 ft 0.0000 in 0.000 ft +0.60D 0.0000 in 0.000 ft 0.0000 in 0.000 ft L Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft Sketches 11 0k 11 680k I. 1 +X Load 1 0 LO 46 3.50 in DCG GD-22 GD-22 THIS PAGE INTENTIONALLY LEFT BLANK DCG Handrail Anchorage Design G D-23 G D-23 • Anchor Designer TM Company: DCG Date: 6/22/2021 Engineer: NKP I Page: 1/5 Software Project: All Creatures - Version 2.9.7376.4 Address: 0 Phone: E-mail: 1I.Proiect information Customer company: Project description: Handrail Anchorage Customer contact name: Location: Customer e-mail: Fastening description: Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-14 Concrete: Normal-weight Units: Imperial units Concrete thickness,h(inch):8.00 State:Cracked Anchor Information: Compressive strength,f'�(psi):2500 Anchor type: Bonded anchor qj�,v: 1.0 Material: F1554 Grade 36 Reinforcement condition: B tension, B shear Diameter(inch):0.500 Supplemental reinforcement:Not applicable Effective Embedment depth, hef(inch):4.000 Reinforcement provided at corners: No Code report: ICC-ES ESR-4057 Ignore concrete breakout in tension: No Anchor category:- Ignore concrete breakout in shear:No Anchor ductility:Yes Hole condition: Dry concrete hmin(inch):5.25 Inspection:Continuous cap(inch):7.59 Temperature range,Short/Long: 150/110°F Cmin(inch): 1.75 Ignore 6do requirement: Not applicable Smin(inch):2.50 Build-up grout pad: No Recommended Anchor Anchor Name:SET-3G-SET-3G w/1/2"0 F1554 Gr.36 Code Report: ICC-ES ESR-4057 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com DCG G D-24 G D-24 • Anchor DesignerT"' Company: DCG Date: 6/22/2021 Engineer: NKP I Page: 2/5 Software Project: All Creatures Version 2.9.7376.4 Address: Phone: E-mail: Load and Geometry Load factor source:ACI 318 Section 5.3 Load combination:not set Seismic design: No Anchors subjected to sustained tension: No Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Strength level loads: Nua[lb]:2240 Wax[lb]:0 Way[lb]:0 <Figure 1> Z 2240 lb 0 Ib O lb X O Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com DCG G D-25 G D-25 • Anchor DesignerT"' Company: DCG Date: 6/22/2021 Engineer: NKP I Page: 3/5 Software Project: All Creatures Version 2.9.7376.4 Address: Phone: E-mail: <Figure 2> O O M Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com DCG G D-26 G D-26 • Anchor DesignerT"' Company: DCG Date: 6/22/2021 Engineer: NKP Page: 4/5 Software Project: All Creatures - Version 2.9.7376.4 Address: 0 Phone: E-mail: 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nu.(lb) Vuax(lb) Way(lb) V(Vuax)2+(Vuay)2(Ib) 1 2240.0 0.0 0.0 0.0 Sum 2240.0 0.0 0.0 0.0 Maximum concrete compression strain(%o):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(lb):2240 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 4.Steel Strength of Anchor in Tension(Sec.17.4.1) Nsa(lb) 0 ^N (lb) 8235 0.75 6176 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.2) Nb=kCAa�fcheP(Eq. 17.4.2.2a) kc Aa fc(psi) hef(In) Nb(Ib) 17.0 1.00 2500 4.000 6800 ONCb=0(ANC/ANCo)%d,N V'C,N V'cp,NNb(Sec. 17.3.1 &Eq. 17.4.2.1a) ANC(in2) ANco(In2) ca,min(in) Ved,N Y'C,N V'cp,N Nb(Ib) 0 ONO(lb) 108.00 144.00 3.00 0.850 1.00 1.000 6800 0.65 2818 6.Adhesive Strength of Anchor in Tension(Sec.17.4.5) zk,cr= zk,crfshort-ter Ksat(fc/2,500)1 Zk,cr(psi) fshort-term {sat fc(psi) n Zk,cr(psi) 1402 1.00 1.00 2500 0.24 1402 Nba=A azcryT&hef(Eq. 17.4.5.2) A a zcr(psi) da(In) hef(In) Nba(lb) 1.00 1402 0.50 4.000 8809 ONa=0(ANa/ANao)%d,Na Vcp,NaNba(Sec. 17.3.1 &Eq. 17.4.5.1a) ANa(In2) ANao(In2) CNa(in) ca,min(in) Ved,Na Vcp,Na Nba(lb) 0 QiNa(Ib) 145.73 205.45 7.17 3.00 0.826 1.000 8809 0.65 3353 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com DCG G D-27 G D-27 • Anchor DesignerT"' Company: DCG Date: 6/22/2021 Engineer: NKP Page: 5/5 Software Project: All Creatures - Version 2.9.7376.4 Address: 0 Phone: E-mail: 11.Results 11.Interaction of Tensile and Shear Forces(Sec.D.7)? Tension Factored Load, Nu.(lb) Design Strength,aN�(lb) Ratio Status Steel 2240 6176 0.36 Pass Concrete breakout 2240 2818 0.79 Pass(Governs) Adhesive 2240 3353 0.67 Pass SET-3G w/1/2"0 F1554 Gr.36 with hef=4.000 inch meets the selected design criteria. 12.Warnings -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17.7.1 and 17.7.2 for torqued cast-in-place anchor is waived per designer option. Designer must exercise own judgement to determine if this design is suitable. Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com DCG GD-28 GD-28 THIS PAGE INTENTIONALLY LEFT BLANK DCG GD-29 GD-29 All Creatures Vet Clinic Existing Building Calculations EXIMST ROOF FRAING TYP X SX i i __ __ __ __- x X LVL BEAM AT HIP SX HATCH INDICATES LVL BEAM AT 2'OC EXISTING ROOF FRAMING � EAVE RAFTERS 1.75x11.875 LVL AT 24"OC FLUSH W/HTM OF CEILING 4" X HATCH INDICATES GSX OVERF AMING PER XX/SX i i x x TYPICAL EAVE FRAMING 2 4x8 2 2 48 2 2x6ROOF RAFTERS AT 24"O.C. x 2x4 AT 24"O.C. SISTERED TO EXISTING RAFTERS KNEE WALL TYPICAL ROOF FRAMING W/1'Y3i'ROOF SHEATHING , ROOF TRUSSES AT O.C. AND IGO AT 6"O.C. SLOPE PER ARCH PANEL EDGE NAILING EXISTING ROOF FRAMING KEY PLAN NTS DCG ® F 0 R T E CM MEMBER REPORT PASSED GD-30 GD-30 Level, Eave Rafters 1 piece(s)2 x 6 HF No.2 @ 24"OC Sloped Lengih:6'2' + + 0 0 12 21 1'6" 'V 4' 0 2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:6'215/16" Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 146 @ 1'7 3/4" 2156(3.50") Passed(7%) 1.0 D+ 1.0 S(All Spans) Member Type:Joist Shear(Ibs) 84 @ 1'9/16" 949 Passed(9%) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResidentialBuilding Code:IBC 2018 Moment(Ft-Ibs) 108 @ 1'7 3/4" 921 Passed(12%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASO Live Load Defl.(in) 0.013 @ 0 0.200 Passed(2L/999+) 1.0 D+1.0 S(All Spans) Member Pitch:2/12 Total Load Defl.(in) 0.021 @ 0 0.222 Passed(2L/999+) 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/240)and TL(L/180). •Overhang deflection criteria:LL(2L/0.2")and TL(2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Beveled Plate-HF 3.50" 3.50" 1.50" 55 91 146 Blocking 2-Beveled Plate-HF 3.50" 3.50" 1.50" -10 -16 -26 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 6'2"o/c Bottom Edge(Lu) 6'2"o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Load Location(Side) Spacing (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 1'6" 24" 15.0 25.0 Roof Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB software operator Job Notes 6/18/2021 10:18:23 PM LTC Stephen Tabert Dcc ForteWEB 0.2,Engine: V8.2.0.17,Data:V8.1.0.16 (360)899-1110 stephen@dcgengr.com DC Weyerhaeuser File Name:All Creatures Vet Clinic Existing Structure MAWIC''n i;�I F O R T E CM MEMBER REPORT PASSED G D-31 G D-31 Level,LVL Beams at 2'O.C. Supporting Over-framing and SL 1 piece(s) 1 3/4"x 11 7/8"2.0E Microllam®LVL Overall Length:26'2' 0 y 0 25'10" 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 600 @ 2" 1969(1.50") Passed(30%) 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Shear(Ibs) 579 @ 1'1 7/8" Building Use:Residential 4541 Passed(13%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 2867 @ 9'6" 10263 Passed(28%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:Aso Live Load Defl.(in) 0.551 @ 12'4 7/16" 0.646 Passed(L/563) 1.0 D+0.75 L+0.75 S(All Spans) Total Load Defl.(in) 0.724 @ 12'5 1/4" 1 1.292 1 Passed(L/428) 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. i Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1-Hanger on HF studWall 2.00" Hanger' 1.50" 132 262 366 760 See note' 2-Hanger on HF studWall 2.00" Hanger' 1 1.50" 91 262 84 437 See note' •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 16 8"o/c Bottom Edge(Lu) 25'10"o/c -Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1-Top Mount Hanger Connector not found N/A N/A N/A N/A 2-Top Mount Hanger Connector not found N/A N/A N/A N/A •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 2"to 26' N/A 6.1 1-Point(PLF) 5'(Front) 2' 33.0 - 225.0 Over-framing Only 2-Uniform(PSF) 0 to 26'2"(Front) 2' - 10.0 - Attic Live Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB software operator Job Notes 6/23/2021 5:36:56 PM LTC Stephen Tabert occ ForteWEB v3.2, Engine: V8.2.0.17,Data:V8.1.0.16 (360)899-1110 stephen@dcgengr.com DC Weyerhaeuser File Name: All Creatures Vet Clinic Existing Structure MAW10PI i;�I F O R T E CM MEMBER REPORT PASSED G D-32 G D-32 Level, LVL Beam at Hip Supporting Over-framing and SL 2 piece(s) 1 3/4"x 11 7/8"2.0E Microllam®LVL Overall Length:26'2' + u 0 25'10" 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1612 @ 2" 3938(1.50") Passed(41%) 1.0 D+ 1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 1600 @ 1'1 7/8" Building Use:Residential 9081 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 7649 @ 5' 20525 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASO Live Load Defl.(in) 0.573 @ 11'10 1/8" 0.646 Passed(L/541) 1.0 D+0.75 L+0.75 S(All Spans) Total Load Defl.(in) 0.776 @ 12' 1.292 Passed(L/400) 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1-Hanger on HF studWall 2.00" Hangers 1.50" 334 262 1278 1874 See note s 2-Hanger on HF studWall 2.00" Hangers 1 1.50" 197 262 294 753 See note s •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •s See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 19'8"o/c Bottom Edge(Lu) 25'10"o/c -Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1-Top Mount Hanger Connector not found N/A N/A N/A N/A 2-Top Mount Hanger Connector not found N/A N/A N/A N/A •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 2"to 26' N/A 12.1 1-Point(PLF) 5'(Front) 1' 33.3 - 69.0 Over-Framing 2-Uniform(PSF) 0 to 26'2"(Front) 2' - 10.0 - Attic Live 3-Point(lb) 5'(Front) N/A 185 - 1503 Hip Over-framing+ SL Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB software operator Job Notes 6/23/2021 7:50:33 PM LTC Stephen Talbert Dcc ForteWEB 0.2,Engine: V8.2.0.17,Data:V8.1.0.16 (360)899-1110 stephen@dcgengr.com DC Weyerhaeuser File Name:All Creatures Vet Clinic Existing Structure MAWIC''n �Block Line 1 Project Title: GD-33 00,change this area Engineer: using the"Settings"menu item Project ID: and then using the'Printing& Project Descr: Title Block"selection. Title Block line 6 Printed:23 JUN 2021, 1:21PM Wood Column File:All Creatures Existing Building Mndifications_SDT.ec6 Software copyright ENERCALC INC.1983-2020,BL&d:12.20.8.24 KW-06012482 Davido Consulting Group DESCRIPTION Wall Stud Supporting Over-framing Code References Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combinations Used :ASCE 7-16 General Information Analysis lvl thod: Allowable Stress Design Wood Section Name 2x4 EndFixities Top& Bottom Pinned WoodGadingAtnuf Graded Lumber Overall Colurrm Height 3.75 it Wood Nbmber Type Sawn (Used for non-slender calculations) Wood Species Hem Fir Exact Width 1.50 in AllowStressNYxlificationFactors d Grade Stud act Depth 3.50 in Cfor Cv for Bending 1.10 Wood 675.Opsi Fv 150.0 psi Area 5.250 in^2 Cfor CvfixrCompression 1.050 ix 5.359 in'4 Cfor Cv for Tension 1.10 Fb- 675.0 psi Ft 400.0 psi Iy 0.9844 in W On:Wet Use Factor 1.0 Fc-Prll 800.0 psi Density 26.840 pcf Fc-Petp 405.0 psi Ct:Temperature Factor 1.0 Cfu:Flat Use Factor 1.0 E:NbdulusofElasticity... xxBending y-yBending Axial Kf:Built-up cohuinrs 1,0 KIDS 15.3.2 Basic 1,200.0 1,200.0 1,200.0 ksi LTse Cr:Repetitive? Yes Mmnuurn 440.0 440.0 Brace condition for deflection(buckling)along columns: XX(width)axis: UnbracedLength for buckling ABOUrY--YAxis=3.75 fl,K=1 Y-Y(depth)axis: UnbracedLength forbuckling ABOUrXXAxis=3.75 fl,K=1 Applied Loads Service loads entered.Load Factors will be applied for calculations. Colwrm selfweight included:3.670 lbs *Dead Load Factor AXfAL LOADS.. . Axial Load at 3.750 ft,D=0.1850,S=1.503 k DESIGN SUMMARY Bending&Shear Check Results PASS M+x.Axial+Bending Stress Ratio = 0.8968 : 1 Maximum SERVICE Lateral Load Reactions. . Load Combination +D+S+H Top along WY 0.0 k Bottom along Y-Y 0.0 k Governing NDSFommla Comp Only,fc/Fc' Top alongXx 0.0 k Bottom alongXx 0.0 k Location ofmaxabove base 0.0 ft Nbximum SERVICE Load Lateral Deflections... Al maximum location values are... Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 1.692 k for load combination:n/a Applied A 0.0 k fi Applied N1y 0.0 k fi Along Xx 0.0 in at 0.0 d above base Fc:Allowable 359.307 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS lvhximurn Shear Stress Ratio= 0.0 : 1 Bendin¢ Compression Tension Load Combination +0.60D+0.70E+H Location ofmaxabove base 3.750 ft Applied Design Shear 0.0 psi Albwable Shear 240.0 psi MhximumReactions Note:Only non-zero reactions are listed. XXAxisReaction k Y-YAxis Reaction Axial Reaction NV-End Nbrnents k-ft Nk-End Tvbments Load Combination @Base @Top @Base @Top @Base @Base @Top @Base @Top +DFH 0.189 +D+-L+H 0.189 +D+Lr+H 0.189 +D+-S+H 1.692 +D+-0.7501r+0.750L+H 0.189 +D+0.750L+0.750S+H 1.316 +Di-0.60W+H 0.189 +D+0.7501r+0.750L+0.450W+H 0.189 +D+0.750L+0.750S+0.450W+H 1.316 +0.60D+0.60W+0.60H 0.113 +D+0.70E+0.60H 0.189 DCG GD-34 GD-34 THIS PAGE INTENTIONALLY LEFT BLANK DCG civil structural STRUCTURAL CALCULATIONS LATERAL DESIGN ALL CREATURES VETERINARY SERVICES ADDITION ARLINGTON, WA Seattle Mount Vernon Federal Way Whidbey Island 9706 4ch Ave NE,Suite 300 2210 Riverside Dr,Suite 110 31620 23rd Ave S,Suite 307 1796 E Main St,Suite 105 Seattle,WA 98115 Mount Vernon,WA 98273 Federal Way,WA 98003 Freeland,WA 9824 tel 206.523.0024 tel 360.899.1110 tel 206.523.0024 tel 360.331.4131 LID THIS PAGE INTENTIONALLY LEFT BLANK LD-1 LD-1 All Creatures Veterinary Services Scale: 3/16" = 1'-0" South Elevation 48 ftpl 8, ELLLLJLI O 4�ft DCG LD-2 LD-2 All Creatures Veterinary Services Scale: 3/16" = V-0" West Elevation EXISTING ADDITION 45 ft 0 r- CV N F�?]Z ft2 <3> 2 r M --dim 43 ft DCG All Creatures Veterinary Services LD-3 Scale: 1/8" = 1'-0" LD-3 Roof Plan Existing Structure Seismic Weights U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U Llar Area: 988ft2 u u u u u u u u u u u u DCG All Creatures Veterinary Services LD-4 Scale: 1/8" = 1'-0" LD-4 Roof Plan Existing Structure Seismic Weights AL LO C Roof Area: 2300 ft2 46 ft 54 ft DCG All Creatures Veterinary Services LD-5 Scale: 1/8" = 1'-0" LD-5 Roof Plan Existing Structure Seismic Weights Exterior Wall: 181 ft Interior Wall: 150 ft DCG LD- Davido Consulting Group Date: 6/17/2021 1 D_6 By: NKP Project: All Creatures Veterinary Services Description: wind Base Shear Assmptions: Enclosed structure with simple diaphragm low-rised with flat,gable Reference from ASCE 7-16 Site Data Risk Category 1 w = II Table 1.5-1 Residence Basic Wind Speed V= 100 mph Figs 26.5-1 or 26.5-2 Exposure Category B Section 26.7 Topographic Factor KZt = 1.00 Section 26.8 Mean roof height h= 17.50 ft Adjustment Factor for Height& Exposure A= 1.00 Figure 28.5-1 Front/Back Dimension 8= 46.00 Front/Back Roof Pitch: 2 :12 GB = 9.46 ° Gable Side/Side Dimension L= 43.00 End Zone Width a a = 4.30 Side/Side Roof Pitch: 2 :12 9k = 9.46 Hip End Zone Width a L = 8.60 Design wind pressure are determine from the following equation and Figure 28.5-1 ® ® O ID m Cass A /cue B ASCE 7-16 F28.5-1 for V= 100 mph Roof Load Angle Case A B C D 5 1 15.9 -8.2 10.5 -4.9 Design Wind Presures,ps 10 1 17.9 -7.4 11.9 -4.3 PS - A Kzt Ps30 HORIZONTAL LOAD(LRFD,psf) 15 1 19.9 -6.6 13.3 -3.8 Direction Roof End zone Interior zone 20 1 22.0 -5.8 14.6 -3.2 Angle Wall A I Roof B Wall C I Roof D 25 1 19.9 3.2 14.4 3.3 30 1 17.8 12.2 14.2 9.8 F/B 9.46 17.90 0.00 t 1.90 0.00 45 1 17.8 12.2 14.2 9.8 25 2 -- -- -- -- 30 2 17.8 12.2 14.2 9.8 S/S 9.46 17.90 0.00 11.90 0.00 45 2 17.8 12.2 14.2 9.8 All Creature Vet Clinic IBC 2018 Lateral Design-Wind Base Shear DCG LD-7 Davido Consulting Group Date: 6/17/2021 L D_7 By: NKP Project: All Creatures Veterinary Services Description: Wind Base Shear HORIZONTAL WIND FORCES: Front/Back Direction: Location Width Height Plane End End Zone Int Int Zone LRFD ASD MIN I Force Zone A I B Zone C I D Force Force Force Used feet feet length pressure(psf) length pressure(psf) kips kips kips kips ROOF Top Roof to Eave 48.0 3.23 roof 4.30 17.90 0.00 43.7 11.90 0.00 1.80 1.08 0.74 Eave to Midwall 42.0 5.33 wall 4.30 17.90 0.00 37.7 11.90 0.00 2.80 1.68 2.15 1= 4.61 2.76 2.891 2.89 Total Wind Base Shear(ASD,kips),Vside= 2.89 Side/Side Direction: Location Width Height Plane End End Zone Int Int Zone LRFD ASD I MIN Force Zone A I B Zone C I D Force Force Force Used feet feet length pressure length pressure kips kips kips kips ROOF Top Roof to Eave 45.0 7.22 roof 8.6 17.90 0.00 36.4 11.90 0.00 0.00 0.00 1.6245 Eave to Midwall 43.0 5.19 wall 8.6 17.90 0.00 34.4 11.90 0.00 2.92 1.75 12.2317m 1= 2.92 1.75 1 3.861 3.86 Total Wind Base Shear(ASD,kips),Vside= 3.86 All Creature Vet Clinic IBC 2018 Lateral Design-Wind Base Shear DCG LD-8 LD-8 Davido Consulting Group Date: 6/17/2021 By: N KP Project: All Creatures Veterinary Services Description: Seismic Weights DEAD LOAD WEIGHTS FOR SEISMIC CALCULATIONS: Unit Roof Weight: 15 psf Unit Floor Weight: 15 psf Unit Exterior Wall Wt: 10 psf Unit Interior Wall Wt: 7 psf Unit Solar Panel Wt: 8 psf AREA/LENGTH HEIGHT UNIT WT. Total Wt. Sub-Total sf/ft ft psf (Ibs) (kips) ROOF LEVEL: Roof 2300 1 15 = 34500 Solar Panel 988 1 8 = 7904 Ext.Wall Below 181 5.5 10 = 9955 Int. Wall Below 150 5.5 7 = 5775 58.1 Kips Ground Level: Ext.Wall Above 181 5.5 10 = 9955 Int. Wall Above 150 5.5 7 = 5775 15.7 Kips STRUCTURE WEIGHT FOR SEISMIC BASE SHEAR: 58.1 Kips TOTAL WEIGHT OF STRUCTURE: 73.9 Kips All Creature Vet Clinic IBC 2018 Lateral Design-Seismic Weights DCG Last Saved Date: 15-Feb-2021 LID-9 LID-9 Davido Consulting Group Date: 6/17/2021 By: NKP Project: All Creatures Veterinary Services Description: Seismic Weights ASCE 7-16 Seismic Use Group= II From Table 1.5-1 Site Classification = D Geotech Report Provided = No Refer to attached sheet for Map specified variables SS= 1.033 Fa= 1.200 (Table 11.4-1) S, = 0.369 F = 1.931 (Table 11.4-1) SIDS= 0.826 =0.67*F a*S s (11.4-18,11.4-3) SIDS = 0.475 =0.67*F *S 1 (11.4-2&11.4-4) Building Height, hn= 17.5 ft Building Period Coefficients, CT= 0.020 x= 0.750 per Table 12.8-2 Approx. Fundamental Period,T= 0.171 = C P(h n)075 (12.8-7) Response Spectrum, Sa= 0.8264 (11.4-58,11.4-6) Response Modification Factor, R= 6.5 Occupancy Importance Factor, I = 1.0 per Table 1.5-2 Seismic Design Catergory= D -11.6 Redundancy Factor,p = Calculation Required Calculated Redundancy Factor, p = 1.0 Seismic Response Coefficient Cs=SIDS/R/I = 0.127 (12.8-2) Cs,MAX=SD1/T(R/1) = 0.427 (12.8-3) Cs,MIN = 0.044SID0 = 0.036 (12.8-5) Cs= 0.127 Seismic Base Shear Seismic Base Shear,V= 0.127 W (12.8-1) W = 58.134 kips V= 7.39 kips Vfinal=0.7pV= 5.17 kips Vertical Distribution of Seismic Forces 12.8.3 k= 1 Story Total Story Story Story Floor Height Height Weight Force Shear H hX wX wXhXk Fi V (ft) (ft) (kips) (k-ft) (kips) (kips) Roof 11.00 1 11.00 58.1 639.5 1 5.17 5.17 Base 0.00 0.00 15.7 0.0 0.00 5.17 Sum = 639.5 All Creature Vet Clinic IBC 2018 Lateral Design-Seismic Story Shear DCG Last Saved Date: 15-Feb-2021 LD-10 LD-10 Davido Consulting Group Date: 6/17/2021 By: N KP Project: All Creatures Veterinary Services Description: Seismic Weights Level Wind Front/Back Wind Side Seismic (kips) (kips) (kips) Roof 2.89 3.86 5.17 Total 2.89 3.86 5.17 Controlling: Front/Back - Seismic Side - Seismic 5.17 K 5.17 K Front/Back Direction Side/Side Direction All Creature Vet Clinic IBC 2018 Lateral Design-Lateral Design Load DCG Last Saved Date: 15-Feb-2021 LD-11 LID-1 1 Date: 6/17/21 Designed By: NKP Project: All Creatures Vet Clinic Description: Shear Wall Sheathing AWC SDPWS 2015 Table 4.3A(Seismic) Panel Nominal Minimum Common or Galy. Box Nail Spacing at Panel Edges Grade Thickness Penetration Nail Size 6"o.c. 4"o.c. 3"o.c. 2"o.c. 5/16 1 1/4 6d 360 540 700 900 Wood 3/8 440 640 820 1060 Structural 7/16 1 3/8 8d 480 700 900 1170 Panels- 15/32 520 760 980 1280 Sheathing 15/32 1 1/2 10d 620 920 1200 1540 19/32 680 1020 1330 1740 Stud Species: DF Sheathing Thickness: 15/32 Specific Gravity: 0.50 Shear Wall Nailing: 10d Design Method ASD,0 1-(0.5-SG)/Q= 0.50 Factor: 2.00 AWC SDPWS 2015 Table 4.3A(Seismic)Adjusted for Grade and Design Method Panel Nominal Minimum Common or Galy. Box Nail Spacing at Panel Edges Grade Thickness Penetration Nail Size 6"o.c. 4"o.c. 3"o.c. 2"o.c. 5/16 1 1/4 6d 180 270 350 450 Wood 3/8 220 320 410 530 Structural 7/16 1 3/8 8d 240 350 450 585 Panels- 15/32 260 380 490 640 Sheathing 15/32 1 1/2 10d 310 460 600 770 19/32 340 510 665 870 Notes: 1) Unit shear capacity from SDPWS 2015 Table 4.3A are adjusted for design method. 2) Allowable shear values in framing members other than Douglas fir-larch shall be calculated by multiplying the shear capacities for nails in DF by 1-(0.5-SG). 3) Values for 3/8 and 7/16 ply may be increased to the values allowed for 15/32,if framing is spaced maximum of 16"o.c.or panels are applied long way across the studs. 4) Shaded values require 3x framing or Dbl 2x at all abutting panel edges. Shear Wall Sheathing Used in Design Panel Nominal Minimum Common or Galy. Box Nail Spacing at Panel Edges Grade Thickness Penetration Nail Size 10d at 6"o.c.10d at 4"o.c.10d at 3"o.c.10d at 2"o.c. Panel Sheathin 15/32 1 1/2 10d 310 460 600 770 DCG LD-12 LD-12 Date: 6/17/21 Designed By: NKP Project: All Creatures Vet Clinic Description: Shear Wall Plate Connections Species= DF Base Plate= 2x Plate Base Plate Thickness= 1 1/2 in Floor/Roof Sheathing Thickness= 3/4 in Base plate nailing Z' =Z CDCMCt Applicability of Adjustment Factor for Connections per NDS Table 11.3.1 Duration Factor,CD= 1.60 Wind or Seismic Wet Service Factor,CM= 1.00 Moisture content<19% Temperature Factor,Ct= 1.00 Temperatures<150°F Total Adjustment Factor,Z'= 1.60 Top plate/Rim connection Allowable Loads(Ibs) Hardware Fasteners 12"o.c.ea. 8"o.c. Each 24"o.c. 16"o.c. 12"o.c. 8"o.c. face ea.Face Simpson A35 (12)8dx 1-1/2" 650 325 488 650 975 1300 1950 Simpson LTP4 (12)8dx 1-1/2" 625 313 469 625 938 1250 1875 1) Values are based on Simpson C-C-2019 Catalog. 2) All capacities include adjustment for wind and seismic forces. Base plate/Rim nailing-Single Shear Connection Fasteners Diameter Length Embed Adjustme Table 1 1/2-in plate and 3/4-in Fir Sheathing(Ibs) in in (in) nt Factor Values Per Nail 1 6"o.c. 1 4"o.c. 1 3"o.c. 1 2"o.c. 16d Box Nails 0.135 3.5 1.25 1.48 103 153 305 458 610 916 16d Sinker 0.148 3.25 1.00 1.08 118 128 255 383 510 765 16d Commons 0.162 3.5 1.25 1.23 141 174 348 522 696 1044 Fasteners Diameter Length Embed Adjustme Table 1 1/2-in plate and 3/4-in Fir Sheathing(Ibs) in in (in) nt Factor Values Per Nail 1 16"o.c. 1 8"o.c. 1 6"o.c. 4"o.c. 1/4"Ox4-1/2"SDS 0.25 4.5 2.25 1.44 220 317 238 475 634 950 1/4"Ox5"SDS 0.25 5 2.75 1.60 220 352 264 528 704 1056 1/4"Ox6"SDS 0.25 6 3.75 1.60 220 352 264 528 704 1056 1) Single shear values for 16d are based on NDS-2018 Table 12N. 2) Values have been reduced for penetration reduction per Table 12N footnote 3. 3) SDS values are based on values in Simpson C-F-2019TECHSUP catalog,page 79. 4) All values have been multiplied by adjustment factor indicated above. Anchor Bolts-Single Shear Connection Fasteners Diameter Adjust me Table 1 1/2-in plate and 3/4-in Fir Sheathing(Ibs) (in) nt Factor Values Per Bolt 48"o.c. 32"o.c. 24"o.c. 16"o.c. 8"o.c. 1/2"0 Anchor Bolts 0.5 1.60 650 1040 260 390 520 780 1560 5/8"0 Anchor Bolts 0.625 1.60 930 1488 372 558 744 1116 2232 3/4"0 Anchor Bolts 0.75 1.60 1270 2032 508 762 1016 1524 3048 Simpson MASAP --- --- 1235 1235 1 309 463 1 618 926 1853 1) Single shear values for anchor bolts are based on NDS-2018 Table 12E. 2) Bolt bending yield strength,F,b=45,000 psi. 3) Dowel bearing strength,Fc=7,500 psi. 4) Concrete compressive strength,f',=2,500 psi. 5) All values have been multiplied by adjustment factor indicated above. 6) Standard installing for MASAP is assumed. Refer to Simpson catalog C-C-2019,page 29 for additional information. DCG LD-13 LD-13 Date: 6/17/21 Designed By: NKP Project: All Creatures Vet Clinic Description: Holdown and Straps Floor to Floor Holdowns Model Post Anchor Allowable Min.Dim(IN) Fasteners Diameter Centerline Embedmeni Load MST37 3.00 (6)1/4"Ox2 1/2 SDS 0.625 1.313 8 2,705 MST48 3.00 (10)1/4"Ox2 1/2 SDS 0.625 1.313 8 4,200 MST60 3.00 (14)1/4"Ox2 1/2 SDS 0.625 1.313 9 6,235 HDU11 5.50 (30)1/4"Ox2 1/2 SDS 1.000 1.375 12 9,335 1) Refer to Simpson catalog C-C-2019,page 264 for additional information. 2) All loads have been adjusted for wind and seismic load duration(CD=1.6). 3) Holdowns straps to clear span floor diaphragm(16" max). Shear Wall to Foundation Holdowns Model Post Anchor Allowable Min.Dim Fasteners Diameter Centerline Embedmeni Load HDU2 3.00 (6)1/4"Ox2 1/2 SDS 0.625 1.313 8 3,075 HDU4 3.00 (10)1/4"Ox2 1/2 SDS 0.625 1.313 8 4,565 HDUS 3.00 (14)1/4"Ox2 1/2 SDS 0.625 1.313 9 5,645 HDU8 3.00 (20)1/4"Ox2 1/2 SDS 0.875 1.375 10 6,765 HDU11 1 5.50 (30)1/4"Ox2 1/2 SDS 1 1.000 1 1.375 12 1 9,335 1) Refer to Simpson catalog C-C-2019,page 53 for additional information. 2) All loads have been adjusted for wind and seismic load duration(CD=1.6). 3) See attached calculations for anchor bolt embedment length. 4) Holdowns may be installed with up to 18"above the top of concrete with no load reduction. Strap Around Openings Required Fasteners ea. Minimum Allowable Model side of opening Length(in) Load CS16 (20)10d 16 1,705 CMSTC16 (50)16d 27 4,690 CMST14 (56)16d 36 6,475 1) Refer to Simpson catalog C-C-2019,page 267 for additional information. 2) All loads have been adjusted for wind and seismic load duration(CD=1.6). 3) See attached calculations for anchor bolt embedment length. 4) Holdowns may be installed with up to 18"above the top of concrete with no load reduction. 5) Use half of the required nails in each member being connected. DCG All Creatures Veterinary Services LD-14 Scale: 1/8" = 1'-0" LD-14 Roof Plan Lateral Key Plan 1 .1 1.2 1 .3 1.5 Li c, -n � O M v Q N - W v � 0 m Side-Side 5.17 K (S) N Q m Q 2.1 2.2 2.3 DCG All Creatures Veterinary Services LD-15 Scale: 1/8" = 1'-0" R LD-15 Roof Plan Roof Area: Existing Structure Lateral Areas - F/B 1932 ft2 ri 966 ft2 966 ft2 DCG All Creatures Veterinary Services LD-16 Scale: 1/8" = 1'-0" R LD-16 Roof Plan Roof Area: Existing Structure Lateral Areas - S/S 1932 ft2 916 ft2 1016 ft2 DCG LD-17 LD-17 Date: 6/23/21 Design By: NKP Project: All Creatures Vet Clinic Description: Front-Back&Side-Side Shear Walls Sheathing Thickness: 15/32 in Shearwall Nailing: 10d Base Plate Nails: 16d Commons Top Plate Hardware: Simpson LTP4 Anchor Bolts: 5/8"0 Anchor Bolts SDs: 1.000 Seismic Controls 1st story Front-Back Story shear(kips)= 5.17 Input Story height(ft)= 11.00 Total Width(ft)= 1932.00 Story Wall Wall Wall Opening Opening Opening Plate to h % Story Sum Roof Floor Wall Story Sum D Height Width Height to Edge Opening V V Trib DL Trib DL DL DL DL (ft) (ft) (ft) (ft) (ft) (ft) (ft) Sharing (kips) (kips) (ft) (psf) (ft) (psf) (psf) (klf) (klf) 1st A.1 5.00 11.00 0.00 0.00 0.00 0.00 966.00 0.15 0.39 0.39 14.00 15.00 0.00 15.00 10.00 0.32 0.32 1st A.2 5.25 11.00 0.00 0.00 0.00 0.00 966.00 0.16 0.41 0.41 14.00 15.00 0.00 15.00 10.00 0.32 0.32 1st A.3 9.25 11.00 0.00 0.00 0.00 0.00 966.00 0.28 0.72 0.72 14.00 15.00 0.00 15.00 10.00 0.32 0.32 1st A.4 13.75 11.00 0.00 0.00 0.00 0.00 966.00 0.41 1.07 1.07 14.00 15.00 0.00 15.00 10.00 0.32 0.32 1st B.1 13.00 11.00 0.00 0.00 0.00 0.00 966.00 0.66 1.70 1.70 15.00 15.00 0.00 15.00 10.00 0.34 0.34 1st B.2 6.75 11.00 0.00 0.00 0.00 0.00 966.00 0.34 0.88 0.88 15.00 15.00 0.00 15.00 10.00 0.34 0.34 Sum 53.00 5.17 5.17 DCG LD-18 LD-18 Date: 6/23/2021 Design By: NKP Project: All Creatures Vet Clinic Description: Front-Back&Side-Side Shear Walls Sheathing Thickness: 15/32 in Shearwall Nailing: 10d Base Plate Nails: 16d Commons Top Plate Hardware: Simpson LTP4 Anchor Bolts: 5/8"0 Anchor Bolts SDS: 1.000 Seismic Controls 1st story Front-Back Output Story Wall Aspect Ratio' Panel Panel Panel Edge Plate BTM Plate Top Plate Sum RM Resultant Holdown Force at Window Shear Shear Shear Base OTM HD Window Wall Pier Factor (plf) Nailing (Plf)4 Connection Connection LTP4 (k-ft)s (k-ft)6 (kips) (kips) Strap 1st A.1 2.20 0.00 1.03 80 30d at 6"o.c. 78 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 4.28 4.00 O.S4 NA NA NA 1st A.2 2.10 0.00 1.01 79 30d at 6"o.c. 78 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 4.49 4.41 O.S2 NA NA NA 1st A.3 1.19 0.00 1.00 78 10d at 6"o.c. 78 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 7.92 13.69 0.19 NA NA NA 1st A.4 0.80 0.00 1.00 78 30d at 6"o.c. 78 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 11.77 30.25 -0.16 NA NA NA 1st B.1 0.85 0.00 1.00 131 30d at 6"o.c. 131 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 18.73 28.31 0.46 NA NA NA 1st B.2 1.63 0.00 1.00 131 30d at 6"o.c. 131 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 9.73 7.63 0.99 NA NA NA DCG LD-19 LD-19 Date: 6/23/21 Design By: NKP Project: All Creatures Vet Clinic Description: Front-Back&Side-Side Shear Walls Sheathing Thickness: 15/32 in Shearwall Nailing: 10d Base Plate Nails: 16d Commons Top Plate Hardware: Simpson LTP4 Anchor Bolts: 5/8"0 Anchor Bolts SDs: 1.000 Seismic Controls 1st story Side-Side Story shear(kips)= 5.17 Input Story height(ft)= 11.00 Total Width(ft)= 1932.00 Story Wall Wall Wall Opening Opening Opening Plate to Trib.Area % Story Sum Roof Floor Wall Story Sum D Height Width Height to Edge Opening V V Trib DL Trib DL DL DL DL (ft) (ft) (ft) (ft) (ft) (ft) (ft) Sharing (kips) (kips) (ft) (psf) (ft) (psf) (psf) (klf) (klf) 1st 1.1 3.80 11.00 0.00 0.00 0.00 0.00 916.00 0.13 0.33 0.33 2.00 15.00 0.00 15.00 10.00 0.14 0.14 1st 1.2 4.70 11.00 0.00 0.00 0.00 0.00 916.00 0.17 0.41 0.41 2.00 15.00 0.00 15.00 10.00 0.14 0.14 1st 1.3 4.05 11.00 0.00 0.00 0.00 0.00 916.00 0.14 0.35 0.35 2.00 15.00 0.00 15.00 10.00 0.14 0.14 1st 1.4 10.40 11.00 0.00 0.00 0.00 0.00 916.00 0.37 0.90 0.90 2.00 15.00 0.00 15.00 10.00 0.14 0.14 1st 1.5 5.25 11.00 0.00 0.00 0.00 0.00 916.00 0.19 0.46 0.46 2.00 15.00 0.00 15.00 10.00 0.14 0.14 1st 2.1 5.50 11.00 0.00 0.00 0.00 0.00 1016.00 0.21 0.57 0.57 3.00 15.00 0.00 15.00 10.00 0.16 0.16 1st 2.2 8.00 11.00 0.00 0.00 0.00 0.00 1016.00 0.30 0.83 0.83 3.00 15.00 0.00 15.00 10.00 0.16 0.16 1st 2.3 12.75 11.00 0.00 0.00 0.00 0.00 1016.00 0.49 1.32 1.32 3.00 15.00 0.00 15.00 10.00 0.16 0.16 Sum 54.45 5.17 5.17 DCG LD-20 LD-20 Date: 6/23/2021 Design By: NKP Project: All Creatures Vet Clinic Description: Front-Back&Side-Side Shear Walls Sheathing Thickness: 15/32 in Shearwall Nailing: 10d Base Plate Nails: 16d Commons Top Plate Hardware: Simpson LTP4 Anchor Bolts: 5/8"0 Anchor Bolts SIDS: 1.000 Seismic Controls 1st story Side-Side Output Story Wall Aspect Ratio' Panel Panel Panel Edge Plate BTM Plate Top Plate Sum RM Resultant Holdown Force at Window Shear Shear Shear Base OTM HD Window Wall Pier Factor (Plf) Nailing (Plf)4 Connection Connection LTP4 (k_ft)s (k-ft)6 (kips) (kips) Strap 1st 1.1 2.89 0.00 1.13 98 30d at 6"o.c. 87 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 3.64 1.01 0.96 NA NA NA 1st 1.2 2.34 0.00 1.04 91 30d at 6"o.c. 87 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 4.50 1.55 0.90 NA NA NA 1st 1.3 2.72 0.00 1.10 96 10d at 6"o.c. 87 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 3.88 1.15 0.94 NA NA NA 1st 1.4 1.06 0.00 1.00 87 30d at 6"o.c. 87 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 9.95 7.57 0.65 NA NA NA 1st 1.5 2.10 0.00 1.01 88 30d at 6"o.c. 87 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 5.02 1.93 0.87 NA NA NA 1st 2.1 2.00 0.00 1.00 104 30d at 6"o.c. 104 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 6.27 2.34 1.04 HDU2 NA NA 1st 2.2 1.38 0.00 1.00 104 30d at 6"o.c. 104 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 9.12 4.96 0.91 NA NA NA 1st 2.3 0.86 0.00 1.00 104 10d at 6"o.c. 104 A.Bolt 2x w/AB at 48"o.c. at 24"o.c. 14.54 12.60 0.71 NA NA NA 1) NDS 2018(SDPWS 2015)Section 4.3.4&Table 4.3.4.Maximum of wall ratio or pier ratio used. 2) NDS 2018(SDPWS 2015)Section 4.3.4.If(h/b)>2:1 the shear capacity shall be multiplied by the Aspect Ratio Factor(WSP=1.25-0.125h/b). 3) Panel Shear=(V/Lwaii-Lopenif1g)*Panel Shear Factor 4) Plate Shear=V/Lwaii 5) OTM=(V*hw)+OTMab"e.see diagram on SWCED .6-.7(.2sds) 6) RM=(wpL*Lw')/2,see diagram on SWCED 7) Resultant=(OTM-0.6RM)/Lw,see diagram on SWCED.RM is multiplied by a factor of 0.6 per ASCE 7-16 Section 2.4.5.If seismic controls,a factor of(0.6-0.7(.2)Sps)is applied to the RM per ASCE 7-16 Section 12.4.2.2 8) Force at Windows=(Panel Shear*Lm;,,*(Hw/2+Hs))/Hs,see diagram on SWCED DCG LD-21 LD-21 Shear Wall Calculation Equation Diagram (SWCED) Shear Wall with Window based on Shear Transfer WROOF Where: Vi =Story Shear R F Wi = Story Dead Load HDi = Story Holdown MOTi = Story Over Turning Moment H2 V2 panel MRi = Story Resisting Moment HD2 1 !, V2 plate MOT ROOF=VROOF x H2 MOT1 — I(V2+VROOF)x H1J+ MOT RC VZ , W2 MR ROOF=0.6 x WROOF x D2/2 MR1 =0.6 x(W2+WROOF)x D2/2 HS HD2= (MOT ROOF- MR ROOF)/(D-E HID, = (MOT1 - MR1)/(D-6") L1 Lw Lmin H1 H V2 panel —VROOF/(L1 + Lmin) V1 panel — (VROOF+V2)/(L1 + Lmin) HD, V1 panel V f V2 plate—VROOF/D V1 plate— (VROOF+V2)/D `+I D Force Transfer Around Window Calculation Vh� Vh=Vi panel x Lmin V Th Vv= HDi T„ V" Th=Vh(Hw/2 + HJ/Hs T = Is resisted by the continuous stud adjacent to the window. No calculation is required. Vh DCG LD-22 LD-22 THIS PAGE INTENTIONALLY LEFT BLANK DCG 1 civil structural STRUCTURAL CALCULATIONS FOUNDATION DESIGN ALL CREATURES VETERINARY SERVICES ADDITION ARLINGTON, WA Seattle Mount Vernon Federal Way Whidbey Island 9706 4ch Ave NE,Suite 300 2210 Riverside Dr,Suite 110 31620 23rd Ave S,Suite 307 1796 E Main St,Suite 105 Seattle,WA 98115 Mount Vernon,WA 98273 Federal Way,WA 98003 Freeland,WA 9824 tel 206.523.0024 tel 360.899.1110 tel 206.523.0024 tel 360.331.4131 FD THIS PAGE INTENTIONALLY LEFT BLANK All Creatures Veterinary Services FD-1 Scale: 1/8" = 1'-0" FD-1 Foundation Plan ----------------- I I I I I I I I I I I I I I I I I I I I I I I I � j I I I I I I I I I I I®I I I I ®I 1 I I 1 I I I I I I I 1 I I 1 I I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I WF1 I I I I I 1 I®I ® 1 �_ I I 1 I I I I I I I I I � I I 1 I I I I I I I I 1 L. 1 I I I I I I I I I II I � 1 I I I I I I -------I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I 1 I 1 I I I I I 1 I 1 1 1 I I I 1 I I®II I I I®I I I 1 1 1 I I I I 1 I I I I I 1 I I I I I I I I I I� I I I I I I I I 1 I 1 I I 1 I 1 I I I I I I I I I 1 I 1 I I I I I I I I I I I WF2 I® I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I x I I I I I I I I I I 1 I I I 1 I I I I I I I I I 1 I I I 1 I I I I I I I I I 1 I I 1 I I I I I I I I 1 I I I I I I 1 I I 1 I I I I I 1 I I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I 1 1 I I I I I I I I I I I I I 1 I I I I I I I RW1 ®I I I 1 1 1 1®I I I I I --------------------- -------�__ ___________------------_ ---------- _---------____________ I I I I I I I I I I I DCG FD-2 FD-2 Date: 6/18/2021 D � C � G Made By: NKP civil structural I Project: All Creatures Vet Clinic Description: Foundation Load Tracking Load Tracking WF1 Wall Type: Exterior Wall Load: 10 psf LEVEL DEAD LOAD LIVE/SNOW LOAD WALL LOAD TRIB WIDTH WALL HT SUM DEAD SNOW LIVE TOTAL sf PSf PSf ft ft Plf Plf Plf Plf klf Roof 15.0 25.0 10.0 24.0 11.0 1070 470.00 600.00 - 1.070 Main Floor 15.0 100.0 10.0 5.5 0.0 633 82.50 - 550.00 0.633 1703 552.50 600.00 550.00 1.703 WF2 LEVEL DEAD LOAD LIVE/SNOW LOAD I WALL LOADI TRIB WIDTHI WALL HT I SUM I DEAD I SNOW I LIVE TOTAL sf PSf PSf ft ft Plf Plf Plf Plf klf Roof 15.0 25.0 7.0 22.0 11.0 957 407.00 550.00 - 0.957 Main Floor 15.0 100.0 10.0 11.0 4.0 1305 205.00 - 1100.00 1.305 2262 612.00 550.00 1100.00 2.262 DCG FR�3 WF1 Design FD-3 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 8:01AM Wall Footing File:All Creatures Vet Clinic.ec6 g Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 DESCRIPTION: WF1 Code References Calculations per ACI 318-14, IBC 2018, CBC 2019,ASCE 7-16 Load Combinations Used :ASCE 7-16 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 1.50 ksf fy:Rebar Yield = 40.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 150.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.250 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Reference Depth below Surface ft Min Steel%Bending Reinf. = Allow.Pressure Increase per foot of depth - ksf Min Allow%Temp Reinf. = 0.00180 when base footing is below = ft Min.Overturning Safety Factor = 1.0:1 Increases based on footing Width Min.Sliding Safety Factor = 1.0:1 Allow.Pressure Increase per foot of width = ksf AutoCalc Footing Weight as DL Yes when footing is wider than = ft Adjusted Allowable Bearing Pressure = 1.50 ksf Dimensions Reinforcing Footing Width = 1.5 ft Footing Thickness = 8.0 in Bars along X-X Axis Wall Thickness = 8.0 in Rebar Centerline to Edge of Concrete... Bar spacing = 12.00 Wall center offset at Bottom of footing = 3.0 in Reinforcing Bar Size = # 4 from center of footing = 0 in e„ Applied Loads D Lr L S W E H P:Column Load = 0.5520 0.550 0.60 k OB:Overburden = ksf V-x = k M-zz = k-ft Vx applied = in above top of footing DCG FRT,4 FD-4 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 8:01AM Wall Footing File:All Creatures Vet Clinic.ec6 g Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 DESCRIPTION: WF1 DESIGN SUMMARY - • Factor of Safety Item Applied Capacity Governing Load Combination PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.6931 Soil Bearing 1.040 ksf 1.50 ksf +D+0.750L+0.750S PASS 0.04647 Z Flexure(+X) 0.1358 k-ft 2.922 k-ft +1.20D+L+1.60S PASS 0.02984 Z Flexure(-X) 0.08717 k-ft 2.922 k-ft +1.20D+L+0.20S PASS n/a 1-way Shear(+X) 0.0 psi 82.158 psi n/a PASS 0.0 1-way Shear(-X) 0.0 psi 0.0 psi n/a Detailed Results Soil Bearing Rotation Axis& Actual Soil Bearing Stress Actual 1 Allowable Load Combination... Gross Allowable Xecc -X +X Ratio D Only 1.50 ksf 0.0 in 0.4647 ksf 0.4647 ksf 0.310 +D+L 1.50 ksf 0.0 in 0.8313 ksf 0.8313 ksf 0.554 +D+S 1.50 ksf 0.0 in 0.8647 ksf 0.8647 ksf 0.576 +D+0.750L 1.50 ksf 0.0 in 0.7397 ksf 0.7397 ksf 0.493 +D+0.750L+0.750S 1.50 ksf 0.0 in 1.040 ksf 1.040 ksf 0.693 .+0.60D 1.50 ksf 0.0 in 0.2788 ksf 0.2788 ksf 0.186 Overturning Stability Units:k-ft Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Footing Flexure Flexure Axis&Load Combination Mu Which Tension @ Bot. As Req'd Gvrn.As Actual As Phi*Mn k-ft Side? or Top? inA2 inA2 in12 k-ft Status +1.40D 0.05647 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.40D 0.05647 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+1.60L 0.09932 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+1.60L 0.09932 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+1.60L+0.50S 0.1167 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+1.60L+0.50S 0.1167 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L 0.08023 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L 0.08023 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D 0.0484 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D 0.0484 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L+1.60S 0.1358 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L+1.60S 0.1358 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+1.60S 0.104 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+1.60S 0.104 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L+0.50S 0.09759 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L+0.50S 0.09759 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +0.901) 0.0363 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +0.90D 0.0363 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L+0.20S 0.08717 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L+0.20S 0.08717 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK One Way Shear Units:k Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu 1 Phi*Vn Status +1.40D 0 osi 0 Dsi 0 Dsi 82.158 Dsi 0 OK +1.20D+1.60L 0 psi 0 psi 0 psi 82.158 psi 0 OK DCG FR�5 FD-5 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 8:01AM Wall Footing File:All Creatures Vet Clinic.ec6 g Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 �.1 1 DESCRIPTION: WF1 +1.20D+1.60L+0.50S 0 psi 0 psi 0 psi 82.158 psi 0 OK +1.20D+L 0 osi 0 osi 0 osi 82.158 osi 0 OK DCG FRU6 FD-6 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 8:01AM Wall Footing File:All Creatures Vet Clinic.ec6 g Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 DESCRIPTION: WF1 One Way Shear Units:k Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu 1 Phi*Vn Status +1.20D 0 nsi 0 Dsi 0 nsi 82.158 nsi 0 OK +1.20D+L+1.60S 0 psi 0 psi 0 psi 82.158 psi 0 OK +1.20D+1.60S 0 nsi 0 nsi 0 nsi 82.158 nsi 0 OK +1.20D+L+0.50S 0 psi 0 psi 0 psi 82.158 psi 0 OK +0.90D 0 nsi 0 nsi 0 nsi 82.158 nsi 0 OK +1.20D+L+0.20S 0 psi 0 psi 0 psi 82.158 psi 0 OK DCG FR6 WF2 Design FD-7 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 8:03AM Wall Footing File:All Creatures Vet Clinic.ec6 g Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 DESCRIPTION: WF2 Code References Calculations per ACI 318-14, IBC 2018, CBC 2019,ASCE 7-16 Load Combinations Used :ASCE 7-16 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 1.50 ksf fy:Rebar Yield = 40.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 150.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.250 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Reference Depth below Surface ft Min Steel%Bending Reinf. = Allow.Pressure Increase per foot of depth - ksf Min Allow%Temp Reinf. = 0.00180 when base footing is below = ft Min.Overturning Safety Factor = 1.0:1 Increases based on footing Width Min.Sliding Safety Factor = 1.0:1 Allow.Pressure Increase per foot of width = ksf AutoCalc Footing Weight as DL Yes when footing is wider than = ft Adjusted Allowable Bearing Pressure = 1.50 ksf Dimensions Reinforcing Footing Width = 1.50 ft Footing Thickness = 8.0 in Bars along X-X Axis Wall Thickness = Bin Rebar Centerline to Edge of Concrete... Bar spacing = 12.00 Wall center offset at Bottom of footing = 3.0 in Reinforcing Bar Size = # 4 from center of footing = Din 6" X4 X Applied Loads D Lr L S W E H P:Column Load = 0.6120 1.10 0.550 k OB:Overburden = ksf V-x = k M-zz = k-ft Vx applied = in above top of footing DCG FRT8 FD-8 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 8MAM Wall Footing File:All Creatures Vet Clinic.ec6 g Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 DESCRIPTION: WF2 DESIGN SUMMARY - • Factor of Safety Item Applied Capacity Governing Load Combination PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.8864 Soil Bearing 1.330 ksf 1.50 ksf +D+0.750L+0.750S PASS 0.08396 Z Flexure(+X) 0.2453 k-ft 2.922 k-ft +1.20D+1.60L+0.50S PASS 0.06042 Z Flexure(-X) 0.1765 k-ft 2.922 k-ft +1.20D+L+0.20S PASS 0.03185 1-way Shear(+X) 2.616 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.03185 1-way Shear(-X) 2.616 psi 82.158 psi +1.20D+1.60L+0.50S Detailed Results Soil Bearing Rotation Axis& Actual Soil Bearing Stress Actual/Allowable Load Combination... Gross Allowable Xecc -X +X Ratio D Only 1.50 ksf 0.0 in 0.5047 ksf 0.5047 ksf 0.336 +D+L 1.50 ksf 0.0 in 1.238 ksf 1.238 ksf 0.825 +D+S 1.50 ksf 0.0 in 0.8713 ksf 0.8713 ksf 0.581 +D+0.750L 1.50 ksf 0.0 in 1.055 ksf 1.055 ksf 0.703 +D+0.750L+0.750S 1.50 ksf 0.0 in 1.330 ksf 1.330 ksf 0.886 .+0.60D 1.50 ksf 0.0 in 0.3028 ksf 0.3028 ksf 0.202 Overturning Stability Units:k-ft Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Footing Flexure Flexure Axis&Load Combination Mu Which Tension @ Bot. As Req'd Gvrn.As Actual As Phi*Mn k-ft Side? or Top? inA2 inA2 in12 k-ft Status +1.40D 0.08832 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.40D 0.08832 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+1.60L 0.2224 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+1.60L 0.2224 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+1.60L+0.50S 0.2453 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+1.60L+0.50S 0.2453 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L 0.1674 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L 0.1674 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D 0.0757 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D 0.0757 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L+1.60S 0.2407 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L+1.60S 0.2407 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+1.60S 0.149 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+1.60S 0.149 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L+0.50S 0.1903 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L+0.50S 0.1903 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +0.901) 0.05678 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +0.90D 0.05678 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L+0.20S 0.1765 -X Bottom 0.1728 Min TemD% 0.2 2.922 OK +1.20D+L+0.20S 0.1765 +X Bottom 0.1728 Min TemD% 0.2 2.922 OK One Way Shear Units:k Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu 1 Phi*Vn Status +1.40D 0.942 Dsi 0.942 Dsi 0.942 Dsi 82.158 Dsi 0.01147 OK +1.20D+1.60L 2.372 psi 2.372 psi 2.372 psi 82.158 psi 0.02887 OK DCG FRT9 FD-9 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 8:03AM Wall Footing File:All Creatures Vet Clinic.ec6 g Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 M1 1 DESCRIPTION: WF2 +1.20D+1.60L+0.50S 2.616 psi 2.616 psi 2.616 psi 82.158 psi 0.03185 OK +1.20D+L 1.785 osi 1.785 osi 1.785 osi 82.158 osi 0.02173 OK DCG FR-G10 FD-10 9706 4th Ave NE#300 Seattle,WA 98115 Printed:18 JUN 2021, 8:03AM Wall Footing File:All Creatures Vet Clinic.ec6 g Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 DESCRIPTION: WF2 One Way Shear Units:k Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu 1 Phi*Vn Status +1.20D 0.8075 nsi 0.8075 nsi 0.8075 nsi 82.158 nsi 0.009828 OK +1.20D+L+1.60S 2.567 psi 2.567 psi 2.567 psi 82.158 psi 0.03125 OK +1.20D+1.60S 1.59 Dsi 1.59 nsi 1.59 nsi 82.158 nsi 0.01935 OK +1.20D+L+0.50S 2.03 psi 2.03 psi 2.03 psi 82.158 psi 0.02471 OK +0.90D 0.6056 nsi 0.6056 nsi 0.6056 nsi 82.158 nsi 0.007371 OK +1.20D+L+0.20S 1.883 psi 1.883 psi 1.883 psi 82.158 psi 0.02292 OK DCG RW1 Design FD-1 1 Project Name/Number: all creatures FD-1 1 Use menu item Settings>Printing&Title Block Title RW1: Page: 1 to set these five lines of information Dsgnr: Date: 21 JUN 2021 for your program. Description.... This Wall in File:p:\clients-structural\hkpa\all creatures veterinary services\design\gravity desig RetainPro(c)1987-2019, Build 11.20.03.31 License:KW-06056266 Restrained Retaining Wall Code: IBC 2018,AC1 318-14,TMS 402-16 License To: DAVIDO CONSULTING GROUP Criteria Soil Data Retained Height = 3.00 ft Allow Soil Bearing = 1,500.0 psf Wall height above soil = 0.00ft Equivalent Fluid Pressure Method Total Wall Height = 3.00ft At-Rest Heel Pressure = 55.0 psf/ft LdY IR­ t Top Support Height = 3.00 ft Passive Pressure = 150.0 psf/ft Soil Density = 110.00 pcf Slope Behind Wal = 0.00 FootingIlSoil Frictior = 0.370 Height of Soil over Toe = 8.00 in Soil height to ignore for passive pressure = 12.00 in Thumbnail Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 Ibs -Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottorr = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Load Type = Wind(W) Footing Type Line Load (Strength Level) Base Above/Below Soil Axial Dead Load = 0.0 Ibs at Back of Wall = 0.0 ft Axial Live Load = 0.0 Ibs Wind on Exposed Stem = 0.0 psf Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300 Earth Pressure Seismic Load Kh Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf Design Summary Concrete Stem Construction Total Bearing Load = 1,084 Ibs Thickness = 6.00 in Fy = 40,000 psi ...resultant ecc. = 2.80 in Wall Weight = 75.0 psf fc = 2,500 psi Soil Pressure @ Toe = 781 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 182 psf OK Allowable = 1,500 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top&Base @ Base of Wall ACI Factored @ Toe = 937 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 219 psf Design Height Above Ftg = 3.00 ft 1.28 ft 0.00 ft Footing Shear @ Toe = 0.0 psi OK Rebar Size = # 4 # 4 # 4 Footing Shear @ Heel = 0.9 psi OK Rebar Spacing = 12.00 in 12.00 in 12.00 in Allowable = 75.0 psi Rebar Placed at = Center Center Center Reaction at Top = 81.5 Ibs Rebar Depth 'd' = 3.00 in 3.00 in 3.00 in Reaction at Bottom = 321.6 Ibs Design Data Sliding Stability Ratio = 1.54 OK fb/FB+fa/Fa = 0.000 0.089 0.000 Sliding Calcs Mu....Actual = 0.0 ft-# 152.4 ft-# 0.0 ft-# Lateral Sliding Force = 321.6 Ibs less 100% Passive Force= - 93.8 Ibs Mn'Phi.....Allowable = 1,705.E ft-# 1,705.E ft-# 1,705.6ft-# less 100%Friction Force= - 401.0 Ibs Shear Force @ this height = 132.0 Ibs 264.0Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5 Stability = 0.0 Ibs OK Shear.....Actual = 3.67 psi 7.33 psi = Vertical component of active lateral soil pressure IS Shear.....Allowable 75.00 psi 75.00 psi NOT considered in the calculation of soil bearing Load Factors Building Code IBC 2018,AC1 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind,W 1.000 Seismic, E 1.000 DCG FD-12 Project Name/Number: all creatures FD-12 Use menu item Settings>Printing&Title Block Title RW1: Page: 2 to set these five lines of information Dsgnr: Date: 21 JUN 2021 for your program. Description.... This Wall in File:p:\clients-structural\hkpa\all creatures veterinary services\design\gravity desig RetainPro(c)1987-2019, Build 11.20.03.31 License:KW-06056266 Restrained Retaining Wall Code: IBC 2018,AC1 318-14,TMS 402-16 License To: DAVIDO CONSULTING GROUP Concrete Stem Rebar Area Details Top Support Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0 in2/ft (4/3)'As: 0 in2/ft Min Stem T&S Reinf Area 0.432 in2 200bd/fy:200(12)(3)/40000: 0.18 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh :0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area : 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area: 0.2 in2/ft #5@ 25.83 in #5@ 51.67 in Maximum Area: 0.6096 in2/ft #6@ 36.67 in #6@ 73.33 in Mmax Between Ends Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0.0189 in2/ft (4/3)'As: 0.0253 in2/ft Min Stem T&S Reinf Area 0.248 in2 200bd/fy:200(12)(3)/40000: 0.18 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh :0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area : 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area: 0.2 in2/ft #5@ 25.83 in #5@ 51.67 in Maximum Area: 0.6096 in2/ft #6@ 36.67 in #6@ 73.33 in Base Support Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0 in2/ft (4/3)'As: 0 in2/ft Min Stem T&S Reinf Area 0.184 in2 200bd/fy:200(12)(3)/40000: 0.18 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh :0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area : 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area: 0.2 in2/ft #5@ 25.83 in #5@ 51.67 in Maximum Area: 0.6096 in2/ft #6@ 36.67 in #6@ 73.33 in Footing Strengths&Dimensions Footing Design Results Toe Width = 0.00 ft Toe eel Heel Width = 2.25 Factored Pressure = 937 219 psf Total Footing Widtt = 2.25 Mu' : Upward = 0 620 ft-# Footing Thickness = 10.00 in Mu' : Downward = 0 836 ft-# Key Width = 0.00 in Mu: Design = 0 216 ft-# Key Depth = 0.00 in Actual 1-Way Shear = 0.00 0.93 psi Key Distance from Toe = 0.00 ft Allow 1-Way Shear = 0.00 75.00 psi fc = 2,500 psi Fy = 40,000 psi Other Acceptable Sizes&Spacings: Footing Concrete Density = 150.00 pcf Toe: #4 @ 12.00 in -or- phiMn=phi'5'lambda'sgrt(fc)'Sm Min.As% = 0.0018 Heel:#4 @ 12.00 in -or- phiMn=phi'5'lambda'sgrt(fc)'Sm Cover @ Top = 2.00 in @ Btm.= 3.00 in Key: No key defined -or- No key defined Min footing T&S reinf Area 0.49 in2 Min footing T&S reinf Area per foot 0.22 in2 A If one layer of horizontal bars: If two layers of horizontal bars: #4@ 11.11 in #4@ 22.22 in #5@ 17.22 in #5@ 34.44 in #6@ 24.44 in #6@ 48.89 in DCG FD-13 Project Name/Number: all creatures FD-13 Use menu item Settings>Printing&Title Block Title RW1: Page: 3 to set these five lines of information Dsgnr: Date: 21 JUN 2021 for your program. Description.... This Wall in File:p:\clients-structural\hkpa\all creatures veterinary services\design\gravity desig RetainPro(c)1987-2019, Build 11.20.03.31 License:KW-06056266 Restrained Retaining Wall Code: IBC 2018,AC1 318-14,TMS 402-16 License To: DAVIDO CONSULTING GROUP Summary of Forces on Footing : Slab is NOT resisting sliding, stem is PINNED at footing Forces acting on footing for overturning,sliding,&soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Overturning Moments... Ibs ft ft-# Resisting Moments... Ibs Ibs ft ft-# Stem Shear @ Top of Footing = -165.0 0.83 -137.5 Surcharge Over Heel = Heel Active Pressure = -156.6 0.40 -62.6 Adjacent Footing Load = Sliding Force = 321.6 Axial Dead Load on Stem = Overturning Moment = -200.1 Soil Over Toe = Footing Overturning Stability Ratio 5.83 Stem Weight 225.0 Surcharge Over Toe - 0.25 56.3 Net Moment Used For Soil Pressure Calculations 252.6 ft-# Soil Over Heel = 577.5 1.38 794.1 Footing Weight = 281.3 1.13 316.4 Net Mom.at Stem/Ftg Interface= 252.6 ft-# Allow. Mom.@ Stem/Ftg Interface= 1,066.0 ft-# Total Vertical Force 1,083.81bs= Resisting Moment = 1,166.7 Allow. Mom. Exceeds Applied Mom.? Yes Therefore Uniform Soil Pressure= 481.7 psf Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. DCG FD-14 FD-14 THIS PAGE INTENTIONALLY LEFT BLANK DCG Building Envelope Requirements List, pg 1 of 8 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Project: All Creatures Veterinary Addition-2018 WSEC 720 N West Ave. Arlington„WA 98223 Date: 2021-12-16 Applies Code Section Component Compliance Information Required In Permit Location in Building Department Documentation Documents Notes SCOPE C103.1 Construction For a tenant space(first build-out)project, documents-General indicate if there is no envelope scope included in the project. INA C103.1 Construction For an alteration project,indicate if there is Alteration includes documents-General no envelope scope included in the project. envelope scope. C402.1.1.1 Low energy spaces Identify low energy spaces on plans;include calculations if applicable that demonstrate eligibility for envelope provisions exemption C402.1.1.2 Semi-heated spaces Identify semi-heated spaces on plans,include mechanical heating system type and calculations that demonstrate eligibility for wall insulation exemption C402.1.1.3 Greenhouse spaces Identify greenhouse spaces on plans;include non-opaque assembly information and mechanical heating system type if applicable, that demonstrates eligibility for envelope provisions exemption C402.1.2 Equipment buildings Provide building sf area,average wall and roof U-factor,installed electrical and mechanical equipment information and heating setpoint restriction,that demonstrates eligibility for envelope provisions exemption NA C402.1.2.1 Standalone elevator Provide building area,average wall and roof no elevator hoistways U-factor,installed mechanical equipment information and heating setpoint restriction, that demonstrates eligibility for envelope provisions exemption C410.2 Walk-in cooler and Identify walk-in cooler and freezer spaces on freezer spaces plans;including site assembled,site constructed and prefabricated units Identify warehouse cooler and freezer spaces on plans C101.4.1 Mixed residential& Identify spaces with different occupancy commercial building requirements on plans C503.2 Change of space Identify on plans existing unconditioned conditioning spaces changing to semi-heated or conditioned alteration space,and existing semi-heated spaces changing to conditioned space;provide calculations for existing and final level of space conditioning C505.1 Change of occupancy Identify on plans existing F,S and U- alteration occupancy spaces undergoing a change in occupancy and final occupancy type Page 118 Building Envelope Requirements List, pg 2 of 8 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Group R spaces permitted before July 1,2002 that are undergoing a change to a commercial occupancy shall be identified on plans Commercial(non-Group R)occupancy spaces undergoing a change to Group R shall be identified on plans ENVELOPE PROVISIONS YES C103.2 Compliance Indicate envelope thermal performance A0.21; C103.6.3 documentation compliance path(prescriptive or component COMPONENT C402.1.3 performance)and provide WSEC envelope PERFORMANCE C402.1.4 compliance reports C402.1.5 YES If complying via component performance, A0.30,A7.10,A 7.20 demonstrate that the Proposed Total UA is equal to or less than the Allowable Total UA If complying via total building performance, provide a list of all proposed envelope component types,areas and U-values YES C303.1.1 Insulation Indicate identification mark shall be applied A0.21 C303.1.2 identification to all insulation materials and insulation installed such that the mark is readily observable during inspection YES C303.1.3 Fenestration product Indicate fenestration products shall be labeled A0.21 C402.4.3 rating with NFRC U-factor,SHGC,VT and leakage rating,or if products do not have an NFRC rating,indicate applicable Chapter 3 default values YES C303.1.1 General insulation Indicate installation methods,thicknesses, A0.30 C402.2.1 installation densities and clearances to achieve the intended R-value of all insulation materials NA Where two or more layers of rigid insulation Rigid insulation not will be used,indicate that edge joints between to be used. layers are staggered,or exception taken YES C103.2 Roof assembly Indicate R-value(s)of cavity/continuous A0.30 C402.2.1 insulation insulation on roof sections YES Indicate framing materials on roof sections A0.30 YES Indicate method of framing for ceilings below A0.31 vented attics and vaulted ceilings per A102.2 (std,adv) NA Provide area weighted average U-factor calculation for insulation whose thickness varies by 1 inch or less NA Indicate effective U-factors of tapered insulation entirely above deck per A102.2.6; include roof configuration and slope, maximum R-value at peak and minimum R- value at low point for all roof surfaces NA Indicate R-values for thermal spacers and each insulation layer,and liner system(LS) method for metal building roofs Page 218 Building Envelope Requirements List, pg 3 of 8 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C402.2.1.1 Skylight curb Indicate skylight curb insulation R-value on insulation roof section,if not included in skylight NFRC rating NA C402.2.1.2 Rooftop HVAC Indicate rooftop HVAC equipment curb equipment curbs insulation R-value on roof section C103.2 Above/below grade Indicate R-value(s)of cavity/continuous C402.2.3 wall insulation insulation on wall sections C402.2.4 YES C303.2.1 Indicate framing materials on wall sections YES Indicate method of framing for wood A0.30 construction per A103.2(std,int,adv) NA Indicate material density category,wall weight and heat capacity for qualifying mass walls NA For qualifying ASTM C90 masonry walls, indicate loose-fill core insulation material and percentage of cores filled including grouted cores,bond beams,vertical fills,headers and any other grouted cores NA Indicate method of protection of exposed exterior basementicrawlspace wall insulation C103.2 Opaque doors Indicate rated U-factor or R-value(non- C402.4.4 swinging)on wall sections or in door schedules-applies to doors with less than 50%glazed area NA C402.4.4 Garage doors Indicate rated U-factor for sectional and tilt- up garage doors on wall sections or in door schedules-applies to garage doors with less than 14%glazed area;all other garage doors shall comply as opaque doors YES C402.2.5 Floor over outdoor or Indicate R-value(s)of cavity/continuous A0.30 unconditioned space insulation on floor sections insulation YES Indicate framing material on floor sections A0.30 NA Indicate material density category and weight of qualifying mass floors C402.2.6 Slab-on-grade floor Indicate R-value of continuous insulation on C303.2.1 insulation wall section or foundation detail Indicate insulation extends down vertically and/or horizontally the required distance from top of slab Indicate method of protection of exposed exterior slab edge insulation Indicate R-value of continuous insulation on wall section or foundation detail Indicate insulation extends down vertically from top of slab and then horizontally under the entire slab Indicate method of protection of exposed exterior slab edge insulation Page 318 Building Envelope Requirements List, pg 4 of 8 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NO C402.2.8 Radiant heating Indicate insulation R-value behind radiant system insulation panels,U-bend/headers and bottom surface of radiantly heated floors(other than heated slab- on-grade) C402.4.1 Vertical fenestration Provide total gross sf area of all above grade C502.2.1 maximum area wall elements and rough opening sf area of all vertical fenestration elements in the building, for the prescriptive max allowed window-to- wall ratio(WWR)calculation in the WSEC envelope compliance reports;demonstrate compliance for each space conditioning category separately C402.4.1.1 Increased prescriptive Provide calculations showing that not less that C405.2.4.1 maximum vertical 50%of the total conditioned floor area is C502.2.1 fenestration area with within a daylight zone;demonstrate daylight zones and compliance for each space conditioning controls category separately Indicate in envelope plans that all lighting fixtures located within daylight zones shall be provided with daylight responsive controls per Section C405.2.4.1 Indicate that the VT of vertical fenestration is at least 1.1 times the rated SHGC or no less than VT-0.55,whichever is greater C402.4.1.3 Increased prescriptive Indicate high performance U-factors and C502.2.1 maximum vertical SHGC values in fenestration schedules fenestration area with high-performance Indicate if an area-weighted U-factor is used glazing for multiple fenestration elements within the same fenestration category per Table C402.4; provide area-weighted U-factor calculation C402.1.5 Wall/vertical Indicate if component performance with fenestration target target area adjustment will be used to account area adjustment for vertical fenestration area in excess of the prescriptive maximum allowed;include target area adjustment in WSEC envelope compliance reports C402.4.1 Skylight maximum Provide total gross sf area of roof,and rough C502.2.2 area opening sf area of all skylight elements in the building,for the prescriptive max allowed skylight-to-roof ratio(SRR)calculation in the WSEC envelope compliance reports; demonstrate compliance for each space conditioning category separately C402.1.5.2 Roof/skylight target Indicate if component performance with area adjustment target area adjustment will be used to account for skylight area in excess of the prescriptive maximum allowed;include target area adjustment in WSEC envelope compliance reports C402.4 U-factors,SHGC and Indicate U-factors,SHGC and VT values in C402.4.3.4 VT for all fenestration schedules C303.1.3 fenestration assemblies Page 418 Building Envelope Requirements List, pg 5 of 8 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Indicate if an area-weighted U-factor is used for multiple fenestration elements within the same fenestration category per Table C402.4; provide area-weighted U-factor calculation Indicate if values are NFRC or default;if default then specify frame type,glazing layers,gap width,low-e coatings,gas-fill YES C402.4.3 Permanent shading For each group of windows with similar A7.20 devices orientation and overhang or permanent projection geometry,provide projection factor calculations(Equation C4-6)for north and non-north orientations C402.4.2 Single story spaces Provide list of enclosed,single story spaces requiring skylights that exceed 2,500 sf;for each space identify the space use,floor area,floor to ceiling height,whether skylights are installed,and any exception taken Provide calculations for percentage of conditioned floor area located within a toplit daylight zone;if exception is taken for spaces where the total floor area minus the sidelit zone area is less than 2,500 sf,include percentage of conditioned floor area located within a sidelit daylight zone in calculations Provide calculations for percentage of skylight area in each space over 2,500 SF,OR Provide calculations for skylight effective aperture(Equation C4-5)for each space over 2,500 SF Indicate haze factor of skylight glazing material or diffuser NA C410.2 Walk-in and Indicate insulation R-value in cooler and warehouse cooler and freezer wall and ceiling assemblies freezer envelope NA Indicate cooler and freezer door insulation R- value;indicate method of minimizing infiltration(strip doors,curtains,spring- hinged doors,etc);provide automatic door closure(or note exception taken) NA For transparent reach-in doors and fixed windows,indicate number of glass panes (double or triple pane);identify whether the interstitial spaces between panes is filled with inert gas or if panes are heat-reflective treated glass ADDITIONAL EFFICIENCY CREDITS-ENHANCED ENVELOPE PERFORMANCE NA C406.10 Enhanced envelope To comply with additional efficiency credit, performance demonstrate envelope thermal performance compliance via component performance; provide WSEC envelope compliance reports that demonstrate Proposed Total UA is 15% lower than the Allowable Total UA Page 518 Building Envelope Requirements List, pg 6 of 8 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com AIR LEAKAGE C402.5.1.1 Air barrier Identify location and provide diagram of construction and continuous air barrier in plans and sections sealing Provide details for all joints,transitions in materials,penetrations in air barrier and note method of sealing(caulked,gasketed,or other approved method) C402.5.3 Rooms containing For room(s)located within the conditioned C402.1.3 fuel burning space space that contain non-direct vent fuel- C402.1.4 conditioning burning appliances that require outdoor air for appliances combustion,indicate method of isolation from the conditioned space;include sealing of walls,floor and ceiling of room,doorway gasketting and sealing around ductwork and piping penetrations Indicate walls,floor and ceiling of the room envelope are insulated to the same level required for exterior envelope,and combustion air ductwork that passes thru conditioned space is insulated to at least R-8 C402.5.4 Doors and access Indicate locations of all doors and access openings to shafts, openings to shafts,chutes,stairways and chutes,stairways and elevator lobbies elevator lobbies Indicate method of sealing of these openings (gasketing,weatherstripping,other sealing method);or exception taken C402.5.5 Outdoor air intakes, Indicate locations of all stairway enclosure, C403.7.8 exhausts and relief elevator shaft and building pressurization openings relief openings,outside air intakes and exhaust openings Note in envelope plans that all relief,outside air intake and exhaust openings shall be provided with dampers in accordance with Mechanical Section C403.7.8 C402.5.8 Recessed lighting in Indicate method of sealing between light building envelope fixture housing and wall or ceiling Note in envelope plans that all recessed lighting fixtures shall be IC rated and have an air leakage rating not greater than 2 cfm per ASTM E283 test;include these requirements in lighting fixture schedules C402.5.6 Loading dock seals Indicate weather seal at cargo and loading dock doors C402.5.7 Vestibules Indicate locations and dimensions of vestibules for building entrances;also indicate vestibule information for exit-only doors in buildings where separate doors for entering and exiting are provided NA Indicate locations of all building entrances and exit-only doors provided with an air curtain in lieu of a vestibule Page 618 Building Envelope Requirements List, pg 7 of 8 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Indicate exception and criteria utilized for all building entrances and exit-only doors that do not have a vestibule or air curtain Indicate required performance for air curtains installed per Exception 7 For unconditioned vestibules,indicate which envelope assembly(interior or exterior) complies with the requirements for a conditioned space YES C103.2 Building enclosure air Indicate in project documents that building A0.21 C402.5.1.2C leakage test enclosure air leakage testing is required for 402.5.1.2.1 WSEC compliance R402.4.1.2 Provide area calculations that account for all six sides of the air barrier boundaries YES For commercial buildings,indicate that A0.21 building enclosure air leakage testing shall be performed per ASTM C779(or equivalent method approved by the code official)and the target leakage rate is 0.25 cfm/ft2(1.5 L/s*m2)at 0.3 in.wg(75 Pa) NA If the building is mixed residential/ commercial and three stories or less above grade plane,indicate which building enclosure air leakage test procedure will be used for the Group R-2/R-3 areas(Section R402.4.1.2 or C402.5.1.2);if per R402.4.1.2,indicate that the target leakage rate is 5 air changes per hour at 0.2 in.wg(50 Pa) YES Include the following requirements in project A0.21 documents:(1)Submit building enclosure air leakage test reports to jurisdiction and owner; (2)If initial test result exceeds 0.25 cfm/ft2 (1.5 L/s*m2),indicate that inspection and all practical corrective actions be completed and documented in the air leakage test report;(3) If initial test result exceeds 0.40 cfm/ft2(2.0 L/s*m2),indicate that corrective actions shall also include re-testing;(4)Indicate that corrective measures and retesting must be repeated until the test result is 0.40 cfm/ft2 (2.0 L/s*m2)or less;(4)Include air barrier test report in project close out documentation provided to building owner. ADDITIONAL EFFICIENCY CREDITS-REDUCED AIR INFILTRATION C406.9 Reduced air To comply with additional efficiency credit, infiltration indicate in project documents that the building enclosure air leakage test results shall not exceed 0.17 cfm/ft2 at 0.3 in.wg(75 Pa); all documentation requirements per C103.2 and C402.5.1.2 apply ALTERATIONS Page 718 Building Envelope Requirements List, pg 8 of 8 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C503.1 Roof alteration- For a roof alteration where existing ceiling CEILING CAVITIES C503.3.1 insulation cavities are exposed,indicate cavities are NOT TO BE insulated to full depth at minimum nominal EXPOSED value of R-3.0 per inch NA For a roof covering replacement where EXISTING ROOF insulation is installed entirely above the roof INSULATION deck,indicate insulation complies with BELOW ROOF requirements for new construction per Tables DECK C402.1.3 or C402.1.4 NA C503.1 Wall and floor For a wall or floor alteration(floor over ENVELOPE alteration-insulation outdoor or unconditioned space)where CAVITIES WILL existing envelope cavities are exposed, NOT BE EXPOSED; indicate cavities are insulated to full depth at JUST SIDING minimum nominal value of R-3.0 per inch REPLACED C503.3.2 Addition of vertical Where the addition of new vertical fenestration fenestration results in a window-to-wall ratio (WWR)exceeding the prescriptive maximum allowed per C402.4.1,demonstrate method of compliance(prescriptive vertical fenestration alternate,component performance with target area adjustment for the alteration area and existing-to-remain areas combined,or total building performance per C407);demonstrate for each space conditioning category separately C503.3.3 Addition of skylights Where the addition of new skylights results in a skylight-to-roof ratio(SRR)exceeding the prescriptive maximum allowed per C402.4.1, demonstrate method of compliance (component performance compliance with target area adjustment for the alteration area and existing-to-remain areas combined,or total building performance per C407), demonstrate for each space conditioning category separately NA C103.2 Change in space Indicate envelope alteration thermal NO CHANGE IN C103.6.3 conditioning or performance compliance path(prescriptive or SPACE C503.2 occupancy component performance with 110% CONDITIONING C505.1 compliance allowance);provide WSEC envelope OR OCCUPANCY documentation compliance reports NA C103.2 Change in space If complying via total building performance NO CHANGE IN C103.6.3 conditioning or with 110%allowance,provide a list of all SPACE C503.2C occupancy proposed envelope component types,areas CONDITIONING 505.1 compliance and U-values OR OCCUPANCY documentation PROJECT CLOSE OUT DOCUMENTATION YES C103.6.3 Project close out Indicate in plans that project close out A0.21 documentation documentation is required including requirements applicable calculations,WSEC envelope compliance reports,and fenestration NFRC rating certificates Page 818 ENVELOPE COMPLIANCE SUMMARY IS 2018 WSEC Compliance Forms for Commercial Buildings including Group R2,R3&R4 over 3 stories and all RI Administered by:©2022 NEEA,All rights reserved Project Title All Creatures Veterinary Addition-2018 WSEC For Building Department Use: I Date: Dec 16,2021 Project Address 720 N West Ave. Project&Applicant Arlington„WA 98223 Information Applicant Name Christine Baldwin Applicant Phone 360-336-2155 Applicant Email cbaldwin@hkpa.com For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Veterinary,Clinic/Kennel Building Cond.Floor Area 4,929 Project Cond.Floor Area 2,863 Project Scope Building Addition Alteration Space Conditioning Categories Fully Conditioned Floors Above Grade 2 Compliance Method Compliance Method 1-General Envelope Project Description Single story addition to an existing Veterinary Clinic.Addition is wood construction over a crawlspace with an attic.Alternation Level 2 to portion of existing structure. Envelope Scope Space Conditioning Category Compliance Method WWR/SRR UA Calculation Adjustment Fenestration Alternates Compliance Verification Compliance per Category Scope and Building Addition Fully Conditioned Prescriptive 18.91%/0% None selected No alternates selected COMPLIES Method Alteration Fully Conditioned Prescriptive 18.91%/0°/u No Calculation Adjustments allowed No alternates selected COMPLIES Air Barrier Testing Air barrier testing included in project scope Air Barrier Comments Project i e All Creatures Veterinary Addition-2018 WSEC ate Dec 16,2021 cope&Space Conditioning BUILDING ADDITION-FULLY CONDITIONED Compliance Verification COMPLIES Window-to-wall Ratio 18.91% Skylight-to-roof-ratio 0% Vertical Fenestration Alternate No alternates selected Opaque Envelope Assemblies Insulation R-Values Roof/Ceiling Location in Documents Assembly ID Assembly Location Cavity Continuous I 2nd Layer U-Factor Net Area(SF) (%penetration) (MB Roof) Attic and other A0.30 RI and R2 Exterior R-49 I R-0(<0.04%) U-0.021 1,934 U-Factor Source: 7- Source Description: Roof Framing Type(Standard,Advanced):Standard Roof Framing Material:Wood-framed Ceiling/Attic Venting: Is this assembly exterior or interior?:Exterior Walls Location in Documents Assembly ID Assembly Location Cavity Continuous Insulated Wall U-Factor Net Area(SF) (%penetration) I Furring Wood-framed and other-Commercial A0.30 I B Exterior R-21 R-0(<0.04%) U-0.054 1,461 Which insulation code target does wall comply with?:R-21 Cavity+Intermediate Framing U-Factor Source: U-Factor Source Description: Wall Framing Type(Standard,Inter.,Advanced):Intermediate Framing Depth:2x6 Framing Spacing: Is this assembly exterior or interior?:Exterior Floors and Edges Location in Documents Assembly ID Assembly Location Cavity Continuous U-Factor Net Area(SF) (%penetration) Wood-framing/joist A0.30 F1 Exterior R-30 I R-0(<0.04%) U-0.029 1,934 U-Factor Source: U-Factor Source Description: Floor Framing Type(Joist,Post&Beam):Wood Joist Framing Depth: Is this assembly exterior or interior?:Exterior Fenestration&Opaque Door Assemblies Insulation R-Values Opaque Doors Location in Documents Assembly ID Assembly Location Door Insulation U-Factor Rough Opening(SF) Swinging A7.10 I 11A Exterior U-0.37 24 What percentage of this opaque door is glazing?:50%or less U-Factor Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is this a public entrance door?:No Swinging A7.10 7 Exterior U-0.37 24 What percentage of this opaque door is glazing?:50%or less U-Factor Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is this a public entrance door?:No Vertical Fenestration Location in Documents Assembly ID Assembly Location Orientation Shading(PF) Fenestration Fenestration Rough SHGC U-Factor Opening(SF) Fixed-Class AW or site built A7.20 75 Exterior South/East/West Facing I PF>0.5 SHGC-0.61 U-0.38 15 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Fixed-Class AW or site built A7.20 9 Exterior South/East/West Facing PF>0.5 SHGC-0.61 U-0.38 17 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Operable-Class AW or site built A7.20 4 Exterior South/East/West Facing T PF>0.5 SHGC-0.61 U-0.40 18 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Operable-Class AW or site built A7.20 77 Exterior South/East/West Facing T PF>0.5 SHGC-0.61 U-0.40 15 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Operable-Class AW or site built A7.20 8 Exterior South/East/West Facing PF>0.5 SHGC-0.61 U-0.40 15 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Operable-Class AW or site built A7.20 2 Exterior South/East/West Facing PF>0.5 SHGC-0.61 U-0.40 18 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Operable-Class AW or site built A7.20 62 Exterior South/East/West Facing T 0.2<PF<0.5 SHGC-0.46 U-0.40 18 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Operable-Class AW or site built A7.20 3 Exterior South/East/West Facing PF>0.5 SHGC-0.61 U-0.40 18 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Operable-Class AW or site built A7.20 11 Exterior South/East/West Facing F 0.2<PF<0.5 SHGC-0.46 U-0.40 18 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Glazed Doors Location in Documents Assembly ID Assembly Location Orientation Shading(PF) Fenestration Fenestration Rough SHGC U-Factor Opening(SF) Swinging entrance door A7.10 I 1 Exterior South/East/West Facing I PF<0.2 SHGC-0.38 U-0.66 24 U-Factor&SHGC Source:Other Source U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is this a public entrance door?:Yes Door enclosed within a vestibule?:No vestibule Project Title All Creatures Veterinary Addition-2018 WSEC Date Dee 16,2021 Scope&Space Conditionin TERATION-FULLY CONDITIONED Compliance Verification COMPLIES Window-to-wall Ratio 18.91% Skylight-to-roof-ratio W Vertical Fenestration Alternate No alternates selected Fenestration&Opaque Door Assemblies Insulation R-Values Vertical Fenestration Location in Documents Assembly ID Assembly Location Orientation Shading(PF) Fenestration Fenestration Rough SHGC U-Factor Opening(SF) Fixed-Class AW or site built A7.20 41 Exterior South/East/West Facing PF>0.5 SHGC-0.61 U-0.38 15 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is assembly new,upgraded or unaltered existing?:Upgraded existing assembly Fixed-Class AW or site built A7.20 40 Exterior South/East/West Facing PF>0.5 SHGC-0.61 U-0.38 15 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is assembly new,upgraded or unaltered existing?:Upgraded existing assembly Fixed-Class AW or site built A7.20 46 Exterior South/East/West Facing PF>0.5 SHGC-0.61 U-0.38 8 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is assembly new,upgraded or unaltered existing?:Upgraded existing assembly Operable-Class AW or site built A7.20 68 Exterior South/East/West Facing I 0.2<_PF<0.5 I SHGC-0.46 U-0.40 12 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is assembly new,upgraded or unaltered existing?:Upgraded existing assembly Operable-Class AW or site built A7.20 78 Exterior North Facing PF>0.5 SHGC-0.61 U-0.40 8 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is assembly new,upgraded or unaltered existing?: Operable-Class AW or site built A7.20 44 Exterior North Facing PF>0.5 SHGC-0.61 U-0.40 20 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is assembly new,upgraded or unaltered existing?:Upgraded existing assembly Operable-Class AW or site built A7.20 66 Exterior South/East/West Facing I 0.2<PF<0.5 I SHGC-0.46 U-0.40 12 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is assembly new,upgraded or unaltered existing?:Upgraded existing assembly Operable-Class AW or site built A7.20 22 Exterior North Facing PF>0.5 SHGC-0.61 U-0.40 8 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is assembly new,upgraded or unaltered existing?:Upgraded existing assembly Operable-Class AW or site built A7.20 72 Exterior North Facing 0.2<PF<0.5 I SHGC-0.56 U-0.40 20 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is assembly new,upgraded or unaltered existing?:Upgraded existing assembly Operable-Class AW or site built A7.20 73 Exterior North Facing 0.2<PF<0.5 I SHGC-0.56 U-0.40 20 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is assembly new,upgraded or unaltered existing?:Upgraded existing assembly Operable-Class AW or site built A7.20 42 Exterior North Facing PF>0.5 SHGC-0.61 U-0.40 18 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is assembly new,upgraded or unaltered existing?: Operable-Class AW or site built A7.20 43 Exterior North Facing PF>0.5 SHGC-0.61 U-0.40 20 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior I Is assembly new,upgraded or unaltered existing?:Upgraded existing assembly aw TING COMPLIANCE SUMMAR 2018 WSEC Compliance Forms for Commercial Buildings including Group R2,R3&R4 over 3 stories and all RI Administered by:C2022 NEEA,All rights reserved Project Title All Creatures Veterinary Addition-2018 WSEC For Building Department Use: I Date' Oct 12,2022 Project Address 720 N West Ave. Project&Applicant Arlington„WA 98223 Information Applicant Name Christine Baldwin Applicant Phone 360-336-2155 Applicant Email cbaldwin@hkpa.com For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Veterinary,Clinic/Kennel Building Cond.Floor Area 4,929 New Building or Project Cond.Floor Area 2,863 Building Addition Interior Lighting Alteration General Project Types Alteration Addition Exterior Lighting Lighting Scope Interior Lighting Floors Above Grade 2 Lighting Scope Compliance Method Compliance Method 1-General Lighting Project Description Proposed 1,000 sq ft alteration and 2,000 sq ft addition to an existing veterinary clinic. Interior/Exterior LPA Calculation Project Type (Interior includes both interior&parking) Luminaire Replacement Scope Compliance Method Adjustment Compliance Verification Lighting Compliance Scope Building Addition Interior Lighting Building area No Calculation Adjustments selected COMPLIES and Method Building Addition Exterior Lighting Not applicable to exterior COMPLIES Alteration Interior Lighting less than 50%replaced No Calculation Adjustments allowed COMPLIES Additional Efficiency Options Included Project Title All Creatures Veterinary Addition-2018 WSEC Date Oct 12,2022 Lighting Power Calculation BUILDING ADDITION-INTERIOR LIGHTING Wr Compliance Verification COMPLIES Compliance Method Building area LPA Calculation Adjustment none Interior Lighting Power Allowance-Building Area Building Areas Gross Interior Area(SF) LPA(Watts/SF) Total Watts Allowed Total Proposed Watts Compliance Status by (SF x LPA x 1) By Building Area Building Area Hospital 1,937 1 0.84 1 1,627 1,306 COMPLIES Proposed Lighting Power Density Watts per Total Watts New or Quantity of Fixtures,CLDs or Total Linear Watts per Linear Proposed Fixture Type/Application Fixture ID Building Area Existing-to-Remain Luminaires(#F) Fixture, or Feet(LF) Foot(WpLF) (#F x WpF)or Luminaira(WpF) (LF x WpLF) Individual Fixtures Direct/indirect pendant PL-1 Hospital New 2 10 20 Troffer RL-1 Hospital New 30 33 990 Troffer RL-3 Hospital New 2 33 66 Recessed downlight RL-4 Hospital New 12 10 120 Wall-mounted WL-1 Hospital New 1 14 14 Other fixture type SL-1 Hospital New 3 32 96 Project Title All Creatures Veterinary Addition-2018 WSEC Date Oct 12,2022 Iq Proposed Fixtures Details BUILDING ADDITION-INTERIOR LIGHTING Fixture Type/Application Fixture ID Location in Documents Lamp Type Building Area Neer or Existing-to-Remain Individual Fixtures Direct/indirect pendant PL-1 E2.11 LED Hospital New Fixture Description:Cylindrical 7"diameter,5"high pendant with direct distribution Are these fixtures located within a daylight zone?:Yes,controls provided Daylight zone location(s):Sidelit daylight zones(primary and/or secondary) Dimming method:Continuous dimming Do these fixtures require specific application lighting controls?:None required Troffer RL-1 I E2.11 LED Hospital New Fixture Description:Edge Lit 2'x2'recessed LED flat panel Are these fixtures located within a daylight zone?:Yes,controls provided Daylight zone location(s):Sidelit daylight zones(primary and/or secondary) Dimming method:Continuous dimming Do these fixtures require specific application lighting controls?:None required Troffer RL-3 I E2.11 LED Hospital New Fixture Description:Edge Lit 2'x2'recessed LED flat panel Are these fixtures located within a daylight zone?:Yes,controls provided Daylight zone location(s):Sidelit daylight zones(primary and/or secondary) Dimming method:Continuous dimming Do these fixtures require specific application lighting controls?:None required Recessed downlight RL-4 E2.11 LED Hospital New Fixture Description:4"diameter downlight Are these fixtures located within a daylight zone?:Yes,controls provided Daylight zone location(s):Sidelit daylight zones(primary and/or secondary) Dimming method:Continuous dimming Do these fixtures require specific application lighting controls?:None required Wall-mounted WL-1 I E2.11 LED Hospital New Fixture Description:Low profile wall mount Are these fixtures located within a daylight zone?:No Do these fixtures require specific application lighting controls?:None required Other fixture type SL-1 T E2.11 LED Hospital New Fixture Description:Surgical procedure light Are these fixtures located within a daylight zone?:No Do these fixtures require specific application lighting controls?:None required Project Title All Creatures Veterinary Addition-2018 WSEC Oct 12,2022 Lighting Power Calculation UILDING ADDITION-EXTERIOR LIGHTING ff�Compliance Verification COMPLIES Exterior Lighting Zone ZONE 2 Base Site Allowance 400 Exterior Tradable Lighting Power Allowance Surface LPA Linear LPA Total Watts Allowed Total Tradable Tradable Compliance Tradable Surface Tradable Surface Sub-Type Area(SF) (Watts/SF) Feet(LF) (Watts/LF) (LPA x SF)or Proposed Watts Status (LPA x LF) Building entrances and exits Entry canopies 520 0.25 130 Base Site Allowance 400 Totals 5301 208 1 COMPLIES Proposed Tradable Lighting Power Density Watts or Total Watts Fixture Type Fixture ID Tradable Surface Type Quantity of Wattage Limit Total Linear Watts per Linear Proposed Fixtures(#F) per Fixture Feet(LF) Foot(WpLF) (#F x WpF)or (WpF) (LF x WpLF) Individual Fixtures Canopy RL-2 Building entrances and exits-Entry canopies 10 10 100 Wall-mounted WL-2 Building entrances and exits-Entry canopies 6 18 108 Tradable Proposed Total 208 Project >t a All Creatures Veterinary Addition-2018 WSEC Date Oct 12,2022 Lighting Power Calculation LTERATION-INTERIOR LIGHTING(less than 50%replaced) Compliance Verification COMPLIES Interior Lighting Power Allowance Space Type Existing Lighting Wattage Prior to Alteration I Total Watts Allowed Proposed Lighting Total Watts I Compliance Status By Building Area Existing Lighting 100 1 100 Proposed Lighting Power Density-Spaces with less than 50%fixtures replaced Watts or Total Watts Fixture Type Fixture ID Quantity of Wattage Limit Total Linear Watts per Linear Proposed Fixtures(#F) per Fixture Feet(LIT) Foot(WpLF) (#F x WpF)or (WpF) (LF x WpLF) Individual Fixtures Troffer RL-1 2 33 66 Wall-mounted W L-1 1 14 i i 14 Proposed Total LPD 1 80 Project Title All Creatures Veterinary Addition-2018 WSEC Date Oct 12,2022 Proposed Fixtures Details ALTERATION-INTERIOR LIGHTING(less than 50%replaced) Fixture Type/Application Fixture ID Location in Documents Lamp Typc New or Existing-to-Remain Individual Fixtures Troffer RL-1 E2.11 LFD New Fixture Description:Edge lit 2'x4'recessed LED flat panel Are these fixtures within a daylight zone?:No Are specific application lighting controls required?:None required Wall-mounted WL-1 r E2.11 LED New Fixture Description:Low profile linear wall mount Are these fixtures within a daylight zone?:No Are specific application lighting controls required?:None required Mechanical Requirements • • of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Project: All Creatures Veterinary Addition-2018 WSEC 720 N West Ave. Arlington„WA 98223 Date: 2022-09-13 Applies Code Section Code Provision Compliance Information Required In Permit Location in Building Department Documentation Documents Notes SCOPE NA C103.1 Construction For a shell&core or tenant space(first build- NA OF documents-General out)project,indicate if there is no mechanical scope included in the project. YES C103.1 Construction For an alteration project,indicate if there is Permit Plans documents-General no mechanical scope included in the project. PERFORMANCE CRITERIA&SYSTEM DESIGN NA C403.1 Exempt process Identify equipment used by manufacturing, NA equipment industrial or commercial processes that are not for space conditioning or maintaining comfort and amentities for occupants;identify provisions applicable to this equipment per C403.1 exception NA C403.1.1 HVAC total system For systems serving office,retail,library or NA performance ratio education occupancies,provide a TSPR report (TSPR) that demonstrates the proposed design ratio is equal to or greater than the standard reference design ratio,or exception applied YES C403.L2 Calculation of heating Provide load calculations performed per Permit Plans and cooling loads ASHRAE Std 183 or equivalent,using design parameters per C302 and Appendix C; include load adjustments to account for energy recovery NA C403.1.3 Data centers Provide documentation that demonstrates that NA data center systems comply with the maximum allowed Design MLC and Annualized MLC per ASHRAE 90.4 with 2018 WSEC adjustments per climate zone NA C403.2.1 Zone isolation If there are HVAC zones that are intended to NA C403.4.2.2 be occupied non-simultaneously,identify isolation zone areas on plans;if multiple zones intended to be occupied simultanteously will be combined into a single isolation zone, include on plans that the combined zone area does not exceed 25,000 sf and does not include more than one floor;or exception applied NA Indicate locations of associated zone isolation NA dampers in HVAC distribution system NA Refer to HVAC Controls section in NA Requirements List for applicable automatic setback and shutdown controls requirements EQUIPMENT SELECTION&PERFORMANCE Page 1125 Mechanical Requirements • • of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES C403.3.1 Equipment and Indicate that output capacities of heating and Permit Plans system sizing cooling equipment and systems are no greater than the smallest available equipment size that exceeds the calculated loads;note exceptions applied YES C403.3.2 HVAC equipment Provide equipment schedules on plans and in Permit Plans C403.9.1 performance WSEC mechanical equipment compliance requirements reports;indicate equipment type,calculated (efficiency) loads,capacity,rated and WSEC minimum efficiencies for all heating and cooling equipment;include supply and ventilation air cfms and operating hours for all air systems; identify heating and cooling equipment that does not have a corresponding WSEC minimum efficiency(manufacturer rated) NA C405.8 Electric motor List all motors> 1/12 hp(that are not integral NA efficiency to a rated piece of equipment)in the mechanical or electrical equipment schedules on plans;indicate motor type and applicable efficiency table,hp,rpm,number of poles and rated efficiency,or exception applied NA C403.3.2 Gas and oil-fired For forced air furnaces with capacity>_ NA forced air furnace 225,000 Btu/h and all unit heaters,indicate in and unit heaters equipment schedule intermittent ignition or IID,flue or draft damper,and rated jacket loss YES C403.3.2.4 Packaged electric Verify all packaged electric equipment with> Permit Plans heating/cooling 6,000 Btu/h cooling capacity and any amount equipment of heating is a heat pump;include in equipment schedules NA C403.3.3 Hot gas bypass For cooling equipment with hot gas bypass, NA limitation for DX provide either multiple step unloading or cooling equipment continuous capacity modulation;indicate bypass capacity per Table C403.3.3 NA C403.3.2.5 Humidification For cooling systems with humidification NA equipment that are also required to have air economizer,indicate humidifier is adiabatic (direct evaporative or fog atomization),or exception applied NA C403.3.2 Hydronic equipment Refer to Requirements List section Hydronic NA Systems-Equipment Selection& Performance for selection criteria specific to chillers and boilers NA C403.9 Heat rejection Refer to Requirements List section Heat NA equipment Rejection Systems-Equipment Selection& Performance for selection criteria specific to cooling towers,dry coolers and condensers (air-cooled and evaporative) EQUIPMENT SELECTION&PERFORMANCE-DEDICATED OUTSIDE AIR SYSTEMS(DOAS) Page 2125 Mechanical Requirements • • of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES C403.3.5 Dedicated outdoor air For buildings with occupancies required to Exempt but included C403.3.5.4 systems comply with the DOAS provisions per Table in project C403.3.5,identify on plans all occupancies in the building and indicate which occupied spaces are required to have ventilation air delivered by a DOAS;or exception applied NA If natural ventilation exception is applied, NA identify these spaces on plans;indicate operable window area complies with IMC Section 402;provide documentation describing how required ventilation will be provided during all occupied hours,including during inclement weather NA If high efficiency VAV exception is applied, NA identify these spaces on plans;refer to Single Zone VAV section for Groups A-1,A-2 and A-3 occupancy classifications,or Multiple Zone VAV for other than Groups A-1,A-2 and A-3(per Table C403.3.5) NA If compliance with the DOAS provisions is NA deemed to be impractical,provide documentation that demonstrates the alternate design strategy applied that achieves a comparable level of energy efficiency,as pre- approved by the AHJ NA Refer to Requirements List section after NA Multiple-Zone Air Systems for High Efficiency Multiple-Zone VAV Systems exception to C403.3.5 DOAS NA Refer to Requirements List section after High NA Efficiency Multiple-Zone Air Systems for High Efficiency Single-Zone VAV Systems exception to C403.3.5 DOAS YES C403.3.5.1 DOAS energy For all DOAS systems,indicate exhaust air Exempt but included recovery method and ER method and basis of rated effectiveness in project effectiveness (sensible or latent);indicate>_60%sensible or >_50%enthalpy ER effectiveness based on delta between outdoor air and return air enthalpies at design conditions;or exception applied NA If applying exception for DCV,identify NA occupant load in space and airflow control configured to reduce ventilation rate by>_ 50%when occupancy is less than design occupancy YES C403.3.5.1 DOAS fan power For DOAS with total system fan hp<5 hp, DOAS submittal indicate total system fan power does not exceed 1 watt per cfm NA For DOAS with total system fan hp>5 hp, NA indicate total system fan power complies with fan power limitation per Section C403.8.1 Page 3125 Mechanical Requirements • • of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.3.5.2 Heating/cooling Indicate systems and equipment associated NA system controls with with the delivery of zone level heating and DOAS cooling(fans,hydronic pumps,primary air dampers,etc)are configured to shut off,and central egiupment is configured to turn down, when there is no call for heating or cooling in the zone they serve NA If applying Exception to heating/cooling fans NA used for air mixing in the space during deadband periods,include fan watts per cfm in equipment schedule YES C403.3.5.3 Decoupled DOAS Indicate method of delivery of DOAS supply Permit Plans supply air air to the occupied space(directly into space, downstream of terminal heating/cooling coils);or exception applied NA C403.6.1 Multiple zone DOAS For DOAS serving multiple zones,indicate All zones either controls configured to reduce the volume of occupied or outdoor air in each zone independently when unoccupied the zone is unoccupied;or exception applied ADDITIONAL EFFICIENCY CREDITS-DEDICATED OUTSIDE AIR SYSTEMS(DOAS) YES C406.6 DOAS For building occupancies not subject to the Permit plans requirements of Section C403.3.5,to comply with this additional efficiency credit,provide calculations that demonstrate 90%or more of the total floor area of all occupied, conditioned spaces are served by a DOAS per C403.3.5 NO C406.7 High performance For all building occupancies,to comply with NA DOAS-Energy this additional efficiency credit,demonstrate recovery compliance with C406.6 effectiveness and fan NO power Indicate energy recovery sensible NA effectiveness of all DOAS is>80% NO For each system,indicate that total system fan NA power does not exceed 0.5 watts per cfm FANS AND FAN CONTROLS YES C403.8.1 Fan power limitation For all HVAC fan systems that provide Permit plans heating and/or cooling and all DOAS, provide system total nameplate hp in equipment schedules on project plans NA For all applicable HVAC systems with total NA fan motor nameplate hp>5hp,verify fan system motor hp or bhp complies with fan power limits per equations in Table C403.8.1(1) YES Terminal units installed in conjunction with a Permit plans and DOAS(hydroninc heat pumps,VRF heat submittals pumps,chilled/hot water terminal units, variable volume terminal units)shall be treated as independent air-handling units for purposes of fan power calculations Page 4125 Mechanical Requirements • • of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.8.2 Motor nameplate hp For all applicable HVAC systems with total NA fan motor nameplate hp>5hp,indicate fan motors specified are the smallest available motor hp size greater than fan bhp,note exceptions applied NA C405.8 Fractional hp fan For all fractional hp fan motors(1/12- 1 hp), All motors part of motors indicate that motors comply with applicable HVAC equipment WSEC efficiency tables;if motor type is not efficiency totals listed in an efficiency table,indicate whether fan has an electronically commutated motor, has motor rated efficiency of at least 70%,or exception applied NA C403.8.3 Fan efficiency For individual fans>5hp,and multiple fans NA combined in series or parallel that operate as the functional equivalent of a single fan with a combined total motor hp>5hp,indicate in equipment schedule that rated FEG for all applicable fans is>_67,or exception applied; indicate these fans are sized so total efficiency is within 15%of the fan maximum total efficiency NA C403.8.4 Group R occupancy For all exhaust fans<400 cfm in Group R NA exhaust fan efficacy occupancies,indicate in equipment schedule the fan flow rate and efficacy(cfm/watt),or exception applied;refer to Table C403.8.4 NA C403.2.3 Variable flow For fan motors>_7.5 hp,indicate method of NA capacity-fans variable flow control(VSD or equivalent method)in equipment schedule,or exception applied NA C403.8.5.1 Fan airflow control For DX air handling units with cooling NA capacity>42,000 Btu/h and evaporative and chilled water air handling units with fan>_ 0.25 hp,indicate whether system is single zone or multiple zone and related control method(cooling capacity controlled in response to space temperature,space temperature is controlled by modulating supply airflow,or both) NA For mechanical cooling systems(includes DX NA and chilled water coils)that control cooling capacity in response to space temperature- Provide a minimum of two stages of fan control;indicate minimum fan speed is< 66%of full speed drawing<40%of full speed fan power during periods of low cooling or ventilation only Page 5125 Mechanical Requirements • • • of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA For other mechanical cooling systems NA (includes DX and chilled water coils)that control space temperature by modulating airflow(in lieu of,or in addition to, controlling capacity in response to space temperature)-Provide fan controls for modulating supply airflow;indicate minimum fan speed is<_50%of full speed drawing<_ 30%of full speed fan power during periods of low cooling or ventilation only;or exception applied ADDITIONAL EFFICIENCY PACKAGE OPTION,MORE EFFICIENT HVAC EQUIPMENT&FAN PERFORMANCE-MUST COMPLY WITH ALL 3 PROVISIONS TO BE ELIGIBLE YES C406.2.1 HVAC system To comply with this additional efficiency Permit plans selection credit,provide calculations that demonstrate (based on heating and cooling output capacity) that 90%or more of all HVAC equipment serving conditioned floor areas have a corresponding WSEC listed efficiency;or exception applied YES C406.2.2 Minimum equipment In addition to system selection requirement, Permit plans efficiency indicate that all associated heating and cooling equipment have a rated efficiency for all equipment performance criteria(heating, cooling,full load,part load)that is at least 15%better than the listed WSEC efficiency; include specific equipment exceptions applied NA For systems required to provide a TSPR NA report per C403.1.1,demonstrate that the proposed design ratio is at minimum 10% higher than the standard reference design ratio NA For projects complying via weighted average NA efficiency exception,include calculations that demonstrate the overall average better than code efficiency of all equipment performance criteria for all equipment is> 15%;indicate that all equipment has at least 5%better than code efficiency NA For systems serving low energy and semi- NA heated spaces,indicate that 90%or more of installed heating output capacity is provided by electric infrared or gas-fired radiant equipment for localized heating applications only NA C406.2.3 Minimum fan In addition to system selection and efficiency NA efficiency grade requirements,indicate rated FEG of all>_ 1 hp (750 watt)stand alone supply,return and exhaust fans is>_71;indicate these fans are sized so the fan efficiency at design conditions is within 10%of the maximum total or static efficiency VENTILATION,EXHAUST&ENERGY RECOVERY YES C403.2.2.1 Ventilation Indicate method of ventilation air delivery Permit plans (natural or mechanical)for each zone Page 6125 Mechanical Requirements • • of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES If mechanically delivered,indicate that Permit plans ventilation systems are configured to provide not more than 150%of,but at least the minimum required volume of outdoor air to each zone per IMC,ASHRAE 62.1 or other applicable code(WAC,OSHA,etc);or exception applied NA If delivered via natural ventilation,identify NA required elements per IMC including: minimum openable area to the outdoors or qualifying adjoining spaces;criteria for ensuring required ventilation is provided during all occupied hours of the year (including during inclement outdoor conditions) YES C403.2.2.2 Exhaust Indicate that exhaust systems are configured Permit plans to provide not more than 150%of,but at least the minimum required volume from each zone per IMC,or other applicable code (WAC,OSHA,etc);or exception applied NA C403.4.2.4 Exhaust system off- Refer to Requirements List section HVAC NA hour controls Controls for off-hour controls requirements for exhaust systems NA C403.3.6 Balanced ventilation For Group R-2 dwelling and sleeping units, NA for Group R-2 indicate that each habitable space is provided occupancy with a balanced ventilation system;indicate system is provided with energy recovery with 60%sensible recovery effectiveness NA C403.7.1 Demand controlled Identify spaces>500 sf with occupant load>_ NA ventilation 25 people/1,000 sf per IMC;for each space indicate whether it is served by an HVAC system with total design ventilation air> 3,000 cfm,and/or the system has airside economizer or automatic modulating outdoor air damper;indicate controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception NA C403.7.2 Occupancy sensors For gyms,classrooms,auditoriums, NA conference rooms and other spaces with occupant load>_25 people/1,000 sf per IMC, that have an area>500 sf,indicate occupancy- based ventilation air control when space is unoccupied and method(closes outdoor air damper or shuts-off equipment);or alternate means provided to automatically reduce ventilation air when space is partially occupied;or exception applied NA C403.7.3 Ventilation air For ventilation air systems that operate in NA heating control conjunction with heating and cooling systems, indicate that ventilation air is tempered(via heating or heat recovery)to no greater than 60F when the space conditioning system is in cooling mode Page 7125 Mechanical Requirements • • i of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.7.4.2 Ventilation controls Refer to Requirements List section HVAC NA for Group R-1 Controls for Group R-1 temperature setback guestrooms and set-up controls NA Indicate method of ventilation and exhaust NA isolation for each guest room and automatic controls that are configured to turn off ventilation and exhaust airflow when each room is unoccupied NA C403.8.4 Group R occupancy Refer to Requirements List section Fans& NA exhaust fan efficacy Fan Controls NA C403.7.5 Enclosed loading For enclosed loading docks,indicate NA C403.7.5.1 dock ventilation ventilation/exhaust system method of activation(gas detection system for CO and NO2,or occupancy sensors),and control method(staged or modulating) NA C403.7.5 Enclosed parking For enclosed parking garages,indicate NA C403.7.5.2 garage ventilation ventilation/exhaust system activated by gas detection system for CO and NO2,and control method(staged or modulating);or exception applied NA C403.7.6 Ventilation/exhaust For systems with design ventilation air> NA systems energy 5,000 cfm,or design supply air cfm and% recovery ventilation air exceeding the values in Tables C403.7.6(1)or(2),indicate exhaust air energy recovery method;or exception applied with supporting calculations NA For rooms served by multiple systems with NA aggegate design ventilation air>5,000 cfm, or aggregate design supply air cfm and% ventilation air exceeding the values in Tables C403.7.6(1)or(2),indicate exhaust air energy recovery method;or exception applied with supporting calculations NA Indicate energy recovery rated effectiveness NA that increases outdoor air enthalpy by>_50% based on delta between outdoor air and return air enthalpies at design conditions NA C403.7.7.1.1 Kitchen exhaust hood Indicate on plans the type,duty,UL rating and NA C403.7.7.1.2 system exhaust airflow rate of each kitchen hood C403.7.7.1.3 NA Provide calculations that show a balanced NA accounting of total kitchen exhaust(include all hoods)with%of:supply air,transfer air from adjacent spaces,and make-up air NA For hoods with make-up air drawn directly NA into the exhaust air cavity of each hood, indicate that replacement air does not exceed 10%of hood exhaust airflow rate NA For kitchens with total hood exhaust NA exceeding 2,000 cfm,indicate that each hood is UL 710 rated and maximum exhaust airflow rate of each hood is per Table C403.7.7.1.2;or exception applied Page 8125 Mechanical Requirements • • of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA For kitchens with total hood exhaust NA exceeding 2,000 cfm,indicate energy efficiency compliance method(demand ventilation,energy recovery,or transfer air that would otherwise be exhausted);or exception applied NA C403.7.7.2 Laboratory exhaust For buildings with total lab exhaust>5,000 NA systems energy cfm,indicate method of energy recovery used recovery to pre-condition laboratory make-up air; energy recovery effectiveness(min 25'F increase in outside air temperature);or alternative method per exception(VAV exhaust,semi-conditioned makeup,or CERM calculation) NA C403.7.7.3 Transfer air For spaces where conditioned supply air is NA utilized as transfer air to balance mechanical exhaust,indicate basis of transfer airflow (supply required to meet loads,health/safety requirement,air that would normally be exhausted);or exception applied NA C403.7.8.1 Shutoff dampers for Indicate locations of outdoor air intake, NA C403.7.8.3 building isolation exhaust and relief outlet dampers on plans; indicate whether dampers are Class 1 motorized,or gravity and exception applied (include leakage rating,cfm/sf) NA Indicate location of stairway and elevator NA hoistway shaft vent dampers on plans;verify dampers are Class 1 motorized;or exception applied NA C403.7.8.2 Shutoff dampers for Indicate locations of return air dampers that NA C403.7.8.3 return air are integral to airside economizer operation; verify dampers are motorized;indicate whether dampers are Class 1,or within packaged equipment eligible for leakage rating exception(include leakage rating, cfm/sf) NA C403.7.8.4 Damper actuation Indicate automatic controls configured to NA close outdoor air intake,exhaust and relief outlet dampers during unoccupied equipment operation;not including economizer cooling, night flush or IMC required outdoor air/ exhaust NA Indicate method of activation of stairway and NA elevator hoistway shaft vent dampers(fire alarm or interruption of power) NA C404.11.4 Exhaust system For buildings with pools or spas with water NA energy recovery for surface area>200 sf,indicate exhaust air heated indoor pools energy recovery method and use of waste heat and permanent spas (preheat ventilation air,pool water or service hot water);or exception applied NA Indicate energy recovery system has the rated NA effectiveness and is configured to decrease the exhaust air temperature at design conditions by>_36°F Page 9125 Mechanical Requirements • • 10 of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com HVAC CONTROLS YES C403.4.1 Thermostatic controls Indicate locations of thermostatic and Permit plans (thermostats and humidity control devices and the zones they humidistats) serve on plans,including perimeter system zones YES Where adjacent(neighboring)zones are To be coordinated controlled by separate thermostats(including during perimeter systems used to offset heat gain or commissioning loss),and are connected by permanent openings>10%of either zone sf area, indicate controls configured to prevent adjacent zones from operating in conflicting modes(one in heat,other in cool);applies to adjacent perimeter zones,adjacent nonperimeter zones,and adjacent perimeter and nonperimeter zones NA If applying Exception 2 to nonperimeter zones NA adjacent to perimeter zones,indicate that setpoints and deadband settings in these zones are coordinated so cooling in a nonperimeter zone does not occur until the temperature in that zone is 5'F higher than the adjacent perimeter zone temperature in heating NA If applying Exception 3 for DOAS,indicate NA supply air temperature heating setpoint is<_ 65°F and cooling setpoint is>_72°F,or method of supply air temperature reset NA C403.4.1.1 Heat pump Indicate staged heating operation with NA supplementary heat compression as the first stage of heating and supplemental heating controlled with outdoor lock-out temperature set to 40°F or less YES C403.4.1.2 Deadband Indicate zone thermostatic controls configured To be coordinated with 5°F minimum deadband for systems that during control both heating and cooling commissioning NA C403.4.1.3 Setpoint overlap If separate heating and cooling thermostatic NA restriction control devices are used to serve a zone, (thermostats) indicate locations of both thermostatic control devices and the zone they serve on plans NA Indicate a limit switch,mechanical stop or NA DDC control with programming to prevent simultaneous hearing and cooling NA C403.4.1.4 Heated or cooled Indicate thermostatic controls within heating NA vestibules or cooled vestibules with a heating setpoint<_ 60°F and cooling setpoint>_85°F;indicate controls are configured to turn off heating when outdoor temperature is>45°F;or note exception applied NA C403.4.1.4 Heated air curtains Indicate controls are configured to turn off air NA curtain heating when outdoor temperature is> 45°F Page 10125 Mechanical Requirements • • 11 of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NO C403.4.1.6 Door switches for Where doors open to the outdoors from a NA HVAC system conditioned space,indicate automatic controls thermostatic control configured to setback the 14VAC system(s) when the door is open for>5 minutes; indicate method of HVAC system setback control(turns off the HVAC system or resets the heating setpoint to 55°F and cooling setpoint to 85°F),or exception applied YES C403.4.2 Automatic setback Indicate zone thermostatic controls configured Permit plans and C403.4.2.1 and shutdown with required automatic setback and manual submittals C403.4.2.2 override functions,setback temperatures,and control method(automatic time clock or 7 day programmable controls);note exceptions applied YES C403.4.2.3 Automatic(optimum) Indicate all HVAC systems are provided with Permit plans and start and stop automatic start and stop controls;indicate start submittals controls are configured to adjust the equipment start time as required to bring each area served up to design temperature just prior to scheduled occupancy;indicate stop controls are configured to reduce heating setpoint and increase cooling setpoint by at least 2°F prior to scheduled unoccupied periods NA C403.4.2.4 Exhaust system off- For exhaust systems serving conditioned NA hour controls spaces in all occupancies other than Group R, indicate method of control and that controls are configured to turn exhaust systems on and off in concert with the ventilation air systems providing their make-up air,or exception applied NA C403.4.2.5 Transfer and For transfer fan or mixing fan systems serving NA destratification fan conditioned spaces in all occupancies other system off-hour than Group R,indicate method of control and controls that controls are configured to turn fans on and off in concert with the associated HVAC systems,or exception applied NA C403.4.7 Combustion heating For combustion heating equipment other than NA equipment boilers or radiant heaters with output capacity >225,000 Btu/h,indicate modulating or staged combustion control NA C403.4.7.1 Combustion Indicate controls that are configured to limit NA decorative vented operation of combustion appliance,fireplace appliance, and fire pit to< 1 hour without override,or combustion fireplace that occupancy sensor controls are provided and fire pit controls Page 11125 Mechanical Requirements • • 12 of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.7.4.1 Temperature setpoint For hotels/motels with over 50 guest rooms, NA controls for Group indicate automatic controls for HVAC R-1 guestrooms equipment serving guest rooms are configured to setback(heating)and set-up(cooling) temperature setpoint by at least 4°F when room is unoccupied,and adjust setpint to 60°F(heating)and 80°F(cooling)when room is unrented/vacated;indicate control method -activated by room entry,occupancy sensor or networked guestroom control system NA C403.7.4.2 Ventilation controls Refer to Requirements List section NA for Group R-1 Ventilation,Exhaust&Energy Recovery guestrooms NA C403.4.9 Thermostatic controls For primary space conditioning systems, NA C403.4.10 for Group R2/R3 indicate 5-2 programmable thermostats dwelling units and capable of two setback periods per day; Group R2 sleeping indicate each non-primary system is provided units with at minimum an adjustable thermostat,or exception applied.For all thermostats indicate purpose(heating only,cooling only,or both) and required temperature range;indicate thermostats are configured for at minimum a 5°F deadband NA C403.4.11.1 DDC system Provide central and zone level DDC controls NA C403.4.11.2 applications,controls as required based on system application, C403.4.11.3 and display capacity or size thresholds and other qualification per Table C403.4.11.1 NA Identify all DDC system input/output control NA points in project documents NA Indicate control capability includes NA monitoring zone and system level demand for fan pressure,pump pressure,heating and cooling;indicate capability to transfer demand information from zones to air/hydronic distribution system controllers,and to central plant systems and equipment controllers NA Indicate system has the capability for trending NA and graphically displaying input/output points NA C403.5.1 DX air handler For DX air handlers with cooling capacity> NA variable cooling 65,000 Btu/h,indicate number of cooling control(Located stages provided and method(multiple under Integrated compressors and/or variable speed Economizer Control) compressors);indicate minimum displacement(capacity reduction)as%of full load;indicate thermostats are configured with the same number of cooling stages and displacement NA Indicate control method(cooling capacity NA controlled in response to space temperature, space temperature controlled by modulating supply airflow,or both) DUCTWORK,SHAFTS AND PLENUMS Page 12125 Mechanical Requirements • • 13 of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES C403.10.1.1 Duct construction Indicate on plans that all ductwork is Pen-nit plans C403.10.2 constructed and sealed per IMC NA For outdoor air ductwork,also indicate on NA plans that ductwork meets air leakage requirements per C402.5 and vapor retarder requirements per the IBC YES C403.10.2.1 Duct pressure Identify location of low,medium and high Permit plans C403.10.2.2 classifications pressure ductwork on plans C403.10.2.3 NA C403.10.2.3 High pressure duct Indicate high pressure duct leakage testing NA leakage test requirements on plans;provide test results to jurisdiction when completed YES C403.10.1.1 Duct insulation For outdoor air ductwork located within Permit plans C403.10.1.2 conditioned space(upstream or downstream of shutoff damper),identify climate zone and indicate ductwork insulation R-value per Table C403.10.1.1 on plans;or exception applied NA For supply and return air ductwork located NA within unconditioned space or outdoors, identify climate zone and indicate ductwork insulation R-value per Table C403.10.1.2 on plans;or exception applied NA For supply air ductwork located within NA conditioned space,identify on plans if design supply air temperature is<55°F or>105°F; indicate ductwork insulation R-value per Table C403.10.1.2 on plans;or exception applied YES For return and exhaust air ductwork located Permit plans within conditioned space(upstream of the shutoff damper)and downstream of an energy recovery media,indicate ductwork insulation R-value per Table C403.10.1.2;or exception applied YES For exhaust and relief air ductwork located Permit plans within conditioned space and downstream of the shutoff damper,indicate ductwork insulation R-value per Table C403.10.1.2;or exception applied NA C403.10.1.1 Shaft and plenum For outdoor air shafts and plenums,indicate NA C402.1.3 insulation on plans that the R-value of insulation on these elements complies with Table C402.1.3 for steel-framed walls PIPING NA C403.10.3 Piping insulation Indicate design temperature range of fluid NA conveyed in piping and thickness of insulation (in inches)on hydronic piping plans;or exception applied NA C403.10.3.1 Protection of piping Indicate method of protection of pipe NA insulation insulation from damage/degredation on hydronic piping plans Page 13125 Mechanical Requirements • • 14 of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com ECONOMIZERS NA C403.5 Air economizer Identify all cooling systems requiring air NA required economizer controls in equipment schedules on plans and in WSEC mechanical equipment compliance reports NA Indicate all systems utilizing air economizer NA exceptions in WSEC mechanical equipment compliance report,including those with water- side economizer in lieu of air economizer; indicate on plans and in WSEC mechanical equipment compliance reports all eligible exception(s)taken and measures to comply with exception(s) NA C403.4.1 Integrated Indicate air and water-side economizers are NA C403.5.1 economizer operation configured for partial cooling operation even -air and water where additional mechanical cooling is required to meet the load NA For DX air handlers with single or multiple NA stages of mechanical cooling;indicate controls are configured with air economizer as the first stage of cooling NA Refer to Requirements List section HVAC NA Controls for additional requirements for DX air handlers NA C403.5.2 Economizer heating Verify control method of HVAC systems with NA system impact-air economizers does not increase building and water heating energy usage during normal operation NA C403.5.3.1 Air economizer Indicate modulating outdoor air and return air NA capacity dampers are configured to provide up to 100%outdoor air for cooling NA C403.5.1 Air economizer Indicate that economizer controls are NA C403.5.3.2 controls and configured to provide partial economizer integrated operation cooling when additional mechanical cooling is also required to meet the cooling load NA Indicate that control of economizer dampers NA is not based only on mixed air temperature;or exception applied for systems with cooling capacity<65,000 Btu/h NA C403.5.3.3 Air economizer high Indicate high limit shut-off control method NA limit controls and required high limit per Table C403.5.3.3 NA C403.5.3.4 Relief of excess Refer to Requirements List section NA outdoor air Ventilation,Exhaust&Energy Recovery NA Indicate relief air outlets are sized and NA configured to relieve excess building air during air economizer operation to prevent building over-pressurization NA Indicate relief air outlet are located to avoid NA recirculation into the building Page 14125 Mechanical Requirements • • 15 of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.5.4.1 Water economizer For eligible systems where water-side NA capacity economizer may be provided in lieu of air economizer,indicate system is capable of 100%design cooling capacity at 50°F db/ 45°F wb outdoor air temperatures;indicate if threshold for 100%design cooling capacity via economizer must be lowered to 45°F db/ 40°F wb due to dehumidification requirements NA C403.5.4.2 Water economizer Indicate that the pressure drop across NA maximum pressure precooling coils and heat exchangers in water drop economizer systems do not exceed 15 feet (4572 mm) NA C403.5.5 DX equipment For DX air handlers with economizer and NA economizer fault cooling capacity>_54,000 Btu/h,provide a detection and fault detection and diagnostics(FDD)system diagnostics to monitor economizer system operation and report faults HYDRONIC SYSTEMS-EQUIPMENT SELECTION&PERFORMANCE NA C403.3.2.1 Maximum air cooled For chilled water plants and buildings with> NA chiller capacity 500 tons of cooling capacity,indicate air- cooled chiller capacity is< 100 tons,or exception applied NA C403.6.7 Large capacity For buildings>_300 tons of cooling capacity, NA cooling systems indicate method of multi-stage or variable capacity control(VSD,multiple staged compressors,or max capacity of any single unit NA C403.3.2.2 Non-standard water- For water-cooled centrifugal chillers not NA cooled centrifugal designed for operation at standard conditions, chillers provide calculations documenting maximum full load and part load rated equipment performance requirements NA C403.3.3 Hot gas bypass For cooling equipment with hot gas bypass, NA limitation for chillers provide either multiple step unloading or continuous capacity modulation;indicate bypass capacity per Table C403.3.3 NA C403.4.3 Large capacity boiler For hydronic systems with only a single boiler NA C403.3.4 systems that has>500,000 Btu/h input capacity, indicate multi-stage or modulating burner NA For boiler system(single or mulltiple)with> NA 1,000,000 Btu/h input capacity,indicate turndown ratio per Table C403.3.4 and method(multiple single input boilers, modulating boilers,or combination) NA C403.2.3 Variable flow For pump motors>_7.5 hp,indicate method NA capacity-pumps of variable flow control(VSD or equivalent method)in equipment schedule,or exception applied HYDRONIC SYSTEMS-CONTROLS NA C403.4.3 Boiler sequencing Indicate automatic controls that sequence NA operation of multiple boilers Page 15125 Mechanical Requirements • • • of 2018 WSEC Requirements for Commercial Buildings including Group R2, R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.3.2 Two-pipe changeover Indicate changeover deadband is> l5°F NA systems outdoor air temperature;indicate controls are configured so that heating/cooling modes are active for at minimum 4 hours before changeover and that the delta between heating /cooling supply temperatures at changeover point is NA C403.4.1.5 Heating water For boilers that provide building heating via NA temperature setback one-or two-pipe systems,indicate controls that provide heating water temperature setback based on outdoor temperature NA C403.4.4 Hydronic system part For heating and chilled water systems with>_ NA load controls and 300,000 Btu/h output capacity,indicate supply-water system controls are configured to temperature reset automatically reset supply water temperature based upon demand;or exception applied NA Indicate automatic pump flow controls are NA configured to reduce system flow rate by 50%,or the maximum allowed by the equipment manufacturer,based upon the heating or cooling loads;or decribe why not required NA For hydronic systems with output capacity Z NA 300,000 Btu/h that serve heating water systems,chilled water systems and water- cooled unitary air conditioners,indicate that pumps are provided with a variable speed drive if one of the following conditions apply: 1)System pump motor hp is>_2 hp and pumps are designed to operate continuously or per time schedule;2)System pump motor hp is>_7.5 hp and pumps are controlled by automatic DDC configured to only operate pumps when there is a call for zone heating or cooling NA Where variable speed drives are required, NA indicate system is configured so that pump motor power is<30%of design wattage at 50%of design flow rate;indicate pump flow is controlled to maintain one control valve nearly wide open,or to maintain a mimimum differential pressure;or exception applied NA C403.4.6 Hydronic system For individual pumps required to have NA variable pump flow variable speed controls,indicate manner of control pump speed control(differential pressure, static pressure setpoint,zone heating or cooling demand,or based on the relationship between variable speed controller fequency and power) NA C403.4.5 Chiller/boiler plant Indicate controls are configured to NA pump isolation automatically reduce overall plant flow and shut-off flow through individual chillers and boilers when not in use Page 16125 Mechanical Requirements • • 17 of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.3.3.1 Water loop heat Indicate method of water loop temperture NA pump-temperature control(central plant equipment controls are deadband configured to provide>_20'F water supply temperature deadband between heat rejection and heat addition modes,or controls are configured for system loop temperature optimization NA C403.4.3.3.2 Water loop heat Indicate type of cooling tower(open-or NA pump-heat rejection closed-circuit)in equipment schedule; equipment indicate whether the cooling tower is used directly in the heat pump loop or in conjunction with a separate heat exchanger; indicate method used to limit system heat loss when heat rejection is not needed NA C403.4.3.3.3 Water loop heat For hydronic heat pump systems with total NA pump-isolation system power>10 hp,indicate 2-way valves isolation valves on each heat pump and variable flow system control HEAT REJECTION SYSTEMS-EQUIPMENT SELECTION&PERFORMANCE NA C403.9.1.3 Centrifugal fan open- For open-circuit centrifugal fan cooling NA circuit cooling towers towers with>_ 1,100 gpm capacity,indicate cooling towers comply with efficiency requirements for axial fan open circuit cooling towers HEAT REJECTION&RECOVERY-CONTROLS NA C403.9.1.1C Fan speed control For each fan powered by an individual motor NA 403.9.1.2 or array of motors,with total connected fan power Z 5 hp(including motor service factor),indicate method of automatic fan speed control(adjusted based on leaving fluid temperature or condenser temperature/ pressure of heat rejection device);verify fan selection provides<_30%design wattage at 50%design airflow NA For multiple-cell heat rejection equipment NA with VSD,indicate controls are configured to ramp all fans in unison(not staged on/off operation) NA C403.9.1.4 Cooling tower flow For open-circuit cooling towers configured NA turndown with multiple-or variable-speed condenser water pumps,indicate system is designed so all cells can be run in parallel;indicate method of condenser pump turn down control NA C403.9.2.1 Heat recovery for For buildings with 24-hour operation and> NA service water heating 1,500,000 Btu/h of heat rejection capacity and design service hot water load>250,000 Btu/h,indicate condenser heat recovery to pre- heat service water;or exception applied. Provide calculations showing the amount of recovered heat that is utilized(60%of peak heat rejection load or pre-heat service water to 85°F). Page 17125 Mechanical Requirements • • i of 2018 WSEC Requirements for Commercial Buildings including Group R2, R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.9.2.2 Steam condensate For buildings with on-site steam heating NA systems heat recovery systems,indicate condensate water heat recovery and use of recovered heat NA For buildings that use off-site generated steam NA where condensate is not returned to the source,indicate on-site condensate water heat recovery NA C403.9.2.3 Refrigeration For buildings with food service,meat or deli NA condenser heat departments that have Z 500,000 Btu/h of recovery remote refrigeration capacity for coolers/ freezers,indicate condenser heat recovery and use of captured energy(service water hearing, space heating,or dehumidification reheating) NA For buildings with>40,000 sf conditioned NA floor area and>_ 1,000,000 Btu/h of remote refrigeration capacity,indicate condenser heat recovery to pre-heat service water;indicate remaining recovered heat is applied to space heating or dehumidification reheating NA C403.9.2.4 Heat recovery for For buildings that operate>70 hour per week, NA space heating that are not served by a DOAS with energy recovery,and have>1,500,000 Btu/h of heat rejection capacity and Z 0.45 cfm per sf of design minimum supply airflow with reheat, indicate condenser heat recovery is provided for space heating that complies with Sections C403.9.2.4.1 or C403.9.2.4.2 or C403.9.2.4.4 NA C403.9.2.4.1 Water to water heat Indicate that 90%or more of the total NA C403.9.2.4.4 recovery building space heating and ventilation air design loads are served by heat energy rejected from either a heat recovery chiller or the cooling loop of water to water heat pump equipment NA C403.9.2.4.2 Exhaust heat recovery Indicate that waste heat is recovered from NA least 90%of the total building exhaust airflow such that leaving exhaust air temperature while in heat recovery mode is 55 deg F dry bulb;note exhaust air systems eligible for exception to this requirement NA C403.9.2.4.3 Process heat recovery In spaces with 5 watts per sf year-round NA cooling loads from lights and equipment, indicate these spaces are served by water- cooled equipment configured for heat recovery If these spaces are served by economizer(air NA or water),indicate automatic controls are configured to disable economizer operation while system is in heat recovery mode MULTIPLE ZONE AIR SYSTEMS Page 18125 Mechanical Requirements • • 19 of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES C403.6.1 Air systems serving Identify supply air systems serving multiple Permit Plans multiple zones zones and the zones they serve on plans; indicate whether system is VAV and method of primary air control;or provide supporting documentation for applied exception to VAV YES C403.6.1 VAV air terminal Provide equipment schedules on plans that list Permit Plans and primary supply all VAV air terminals and types(fan-powered submittals airflow series and parallel air terminals,single duct and dual duct air terminals,etc) NA For each air terminal include:maximum NA primary supply airflow rates during zone peak heating and zone peak cooling;maximum terminal airflow during reheating,recooling or mixing;minimum ventilation airflow rate,and the basis for these values;if IMC or ASHRAE 62.1 multiple zone equation is the basis for minimum flow rates,provide this calculation on plans NA C403.6.2 Single duct VAV Indicate single duct terminal units are NA terminal units configured to reduce primary supply air before reheating or recooling NA C403.6.3 Dual duct systems- For systems with separate warm air and cool NA terminal units air ducts,indicate terminal units are configured to reduce the flow from one duct to minimum before mixing with air from the other duct NA C403.6.8C40 VAV system static- Indicate locations of duct static pressure NA 3.6.9 pressure sensors and sensors on plans;include at least one sensor DDC set points per major duct branch;verify controller setpoint pressure at each sensor is<_ 1.2 inch w.g. NA For systems with zone level DDC,indicate NA controls are configured to monitor zone damper positions and reset static pressure setpoint based on the zone requiring most pressure;include control logic that automatically detects and generates an alarm if any zone excessively drives reset logic,and allows building operators to exclude zones from reset logic NA C403.6.4 VAV system supply Indicate controls automatically reset supply NA air reset air temperature in response to building loads or outdoor air temperature;or exception applied NA C403.6.5 Multiple-zone VAV For systems with zone level DDC controls, NA system ventilation indicate controls are configured to optimization controls automatically reduce outdoor airflow in response to changes in system ventilation efficiency;or exception applied Page 19125 Mechanical Requirements • • 20 of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.6.6 Parallel fan powered Indicate controls automatically activate or NA VAV air terminals shut off the air terminal fan based on call for heating and/or ventilation;indicate controls are configured to activate the terminal fan as the first stage of heating prior to activating the heating coil;indicate control method of primary air during warmup or temperature setback mode HIGH EFFICIENCY MULTIPLE-ZONE VAV SYSTEMS-EXCEPTION TO C403.3.5 DOAS,MUST COMPLY WITH ALL 15 PROVISIONS TO BE ELIGIBLE NA C403.6.10,Ite Minimum area served Indicate that each high efficiency multiple- NA m 1 and zoning zone VAV systems serves an area>_3,000 sf and includes>_5 zones NA C403.6.10, Air economizer Indicate system is configured for 100%air NA Item 2 economizer operation and complies with all related economizer requirements per C403.5 (without economizer exceptions) NA C403.6.10, Direct digital controls Provide DDC controls for all components of NA Item 3 (DDC) system per C403.4.11 (regardless of system size);identify all DDC system input/output control points;indicate capability for trending and graphical display NA C403.6.10, Supply and outdoor For systems with minimum required outdoor NA Items 4 and 5 airflow measurement air>2,500 cfm,provide an airflow and control monitoring station that is configured to measure outdoor air intake under all load conditions;indicate control sequence that increases or reduces outdoor air cfm based on VAV terminal feedback of ventilation efficiency(per C403.6.5 without exceptions) or and DCV(per C403.7.1) NA Provide a suppy airflow monitoring station NA that is configured to measure supply air delivered to VAV terminals under all load conditions NA C403.6.10,Ite Zone isolation and Verify maximum area served by a single VAV NA m 6 maximum area served system is<50,000 sf,or one entire floor, whichever is greater;in addition if a system serves>25,000 sf,that includes areas that are expected to be occupied non-simultaneously, indicate zone isolation controls per C403.2.1 NA C403.6.10, Interior/exterior Verify that VAV terminals serving interior NA Item 7 zone design supply air cooling driven loads are sized per a design temperature supply air temperature that is 5'F higher than VAV terminals serving exterior zones while in cooling mode NA C403.6.10, Maximum air Identify all air terminals with minimum NA Item 8 terminal inlet velocity primary airflow setpoints>50%of maximum and fan power setpoint in mechanical equipment schedule for these air terminals indicate inlet velocity does not exceed 900 fpm Page 20125 Mechanical Requirements • • 21 of 2018 WSEC Requirements for Commercial Buildings including Group R2, R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.6.10,Ite Maximum allowable For each multiple-zone VAV system,provide NA m 8 system brake calculations that verify total fan system bhp is horsepower <90%of the total allowable fan system bhp per Option 2 equation in Table C403.8.1.1 NA C403.6.I O,Ite Fan-powered terminal Indicate all series and parallel fan-powered NA m 9 unit motor and terminals have electronically commutated control motors(ECM);indicate DDC control system is configured to vary air terminal fan speed as a function of the load;indicate fan speed during periods of low heating,low cooling,or ventilation-only mode is<66%of peak design air flow,or provide supporting documentation for applied exception NA C403.6.10, Application of single Indicate VAV terminal types on plans;verify NA Item 10 duct and fan-powered fan-powered terminal units only serve terminal units perimeter zones with envelope loads and interior zones with high occupant density and DCV per C403.7.1;verify all other zones are served by single duct terminal units NA C403.6.10, Fan-powered terminal Indicate DDC controls are configured to NA Item 11 unit primary air reset automatically reset the primary supply air cfm setpoint of all fan-powered terminal units to the minimum required to maintain ventilation during occupied heating or deadband mode, based upon the VAV air handling unit minimum ventilation air fraction NA C403.6.10,Ite Controls for high For zones> 150 sf with high occupant density NA m 12 occupant density (>_25 people/1000 sf),indicate zone is spaces served by a dedicated terminal unit with DCV control that resets terminal unit ventilation setpoint based on measured CO2;also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by>_5°F when space in unoccupied NA C403.6.10, Dedicated cooling For data centers and server,electronic NA Item 13 systems serving data equipment,telecom or similar spaces with centers and server, design cooling loads>5 W/sf,indicate spaces electronic equipment are served by dedicated cooling systems that and telecom spaces are independent of the HPVAV systems serving the rest of building NA Indicate dedicated cooling systems are NA configured for 100%air economizer operation and comply with all related economizer requirements per C403.5(without economizer exceptions),or heat recovery per C403.5,Exception 9 NA C403.6.10, Central plant Indicate whether systems are served by a high NA Item 14 efficiency efficiency heating water plant,or a high efficiency chilled water plant Page 21125 Mechanical Requirements • • 22 of 2018 WSEC Requirements for Commercial Buildings including Group R2, R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com If complying via high efficiency heating water NA plant:Indicate all VAV terminals have hydronic heating coils served by a heating water system with either gas-fired boiler(s) with thermal efficiency(Et)Z 92%,air-to- water heat pumps,or heat recovery chillers; indicate hydronic heating coils are sized per a maximum 120°F entering water temperature during peak demand If complying via high efficiency chilled water NA plant:Indicate all VAV air handlers have cooling coils served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25%per Table C403.3.2(7) (note water-cooled IPLV is max,all others are min);indicate smallest chiller or compressor in plant is<20%of the total plant capacity, or provide thermal storage sized for>20%of total plant capacity C403.6.10, Fault detection and Indicate DDC system includes automatic fault NA Item 15 diagnostics detection and diagnostics(FDD)configured to monitor operation and provide fault reporting of all required parameters for all VAV air handlers and VAV air terminal units in the HPVAV system HIGH EFFICIENCY SINGLE-ZONE VAV SYSTEMS-EXCEPTION TO C403.3.5 DOAS,MUST COMPLY WITH ALL 8 PROVISIONS TO BE ELIGIBLE NA C403.12, Air economizer Indicate system is configured for 100%air NA Item 1 economizer operation and complies with all related economizer requirements per C403.5 (without economizer exceptions) NA C403.12, Direct digital controls Provide DDC controls for all components of NA Item 2 (DDC) system per C403.4.11 (regardless of system size);identify all DDC system input/output control points;indicate capability for trending and graphical display NA C403.12,Item Outdoor airflow For systems with minimum required outdoor NA 3 measurement and air> 1,000 cfm,provide an airflow control monitoring station that is configured to measure outdoor air intake under all load conditions;indicate controls that adjust outdoor air cfm via DCV per C403.7.1 NA C403.12,Item Maximum allowable For each single-zone VAV system,provide NA 4 system brake calculations that verify total fan system bhp is horsepower <90%of the total allowable fan system bhp per Option 2 equation in Table C403.8.1.1 NA C403.12, Supply airflow Provide controls that adjust supply airflow NA Item 5 control based on the heating and cooling loads; indicate control sequence that limits minimum fan speed to 30%of peak design airflow or required ventilation during unoccupied mode, whichever is less Page 22125 Mechanical Requirements • • 23 of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.12,Item Controls for high For zones> 150 sf with high occupant density NA 6 occupant density (>_25 people/1000 sf),indicate DCV control spaces that resets ventilation setpoint based on measured CO2;also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by>_5°F when space in unoccupied NA C403.12, High efficiency Indicate which system performance option is NA Item 7 system option applied-high efficiency DX cooling and heat pump or high efficiency gas heating;or heating coils served by a high efficiency heating water plant;or cooling coils served by high efficiency chilled water plant NA If complying via high efficiency DX:Indicate NA full load and part load rated cooling efficiency exceeds WSEC listed efficiency by at least 15%;if heating is supplied by a gas-fired furnace,indicate thermal efficiency(Et)is>_ 90%;if system is a heat pump,indicate heating efficiency(HSPF or COP)exceeds WSEC listed efficiency by at least 10%; control of cooling and heating coil output shall be configured with a minimum of 2-stages or modulating NA If complying via high efficiency heating water NA plant:Indicate hydronic heating coils are served by a heating water system with either gas-fired boiler(s)with thermal efficiency (Et)>92%,air-to-water heat pumps,or heat recovery chillers;indicate hydronic heating coils are sized per a maximum 120°F entering water temperature during peak demand NA If complying via high efficiency chilled water NA plant:Indicate cooling coils are served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.3.2(7)(note water-cooled IPLV is max,all others are min);indicate smallest chiller or compressor in plant is< 20%of the total plant capacity,or provide thermal storage sized for>_20%of total plant capacity NA C403.12, Fault detection and Indicate DDC system includes automatic fault NA Item 8 diagnostics detection and diagnostics(FDD)configured to monitor operation and provide fault reporting of all required parameters for all HPVAV single-zone air systems EXTERIOR HEATING SYSTEMS NA C403.11.1 Heating outside a Indicate systems providing heating in non- NA building enclosed outdoor occupied spaces are radiant systems Page 23125 Mechanical Requirements • • 24 of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Indicate occupancy sensing or timer switch NA controls configured to automatically shut off heating system when area served is unoccupied NA C403.11.2 Snow melt systems Indicate automatic controls configured to shut NA off system when pavement temperature exceeds 50°F and no precipitation is falling, and when outdoor air temperature exceeds 40°F NA C403.11.3 Freeze protection Indicate automatic controls to shut off system NA system controls when outdoor temperature exceeds 40°F,or conditions protect fluid from freezing HVAC EQUIPMENT ENERGY USE METERING NA C409.3.1 HVAC equipment For new buildings>50,000 sf and building NA energy use metering additions>25,000 sf,verfiy energy use metering of all equipment used to provide space heating and cooling,dehumidification and ventilation will be provided per C409; indicate equipment eligible for exception DOCUMENTATION AND SYSTEM SPECIFIC REQUIREMENT TO SUPPORT COMMISSIONING(CX) NA C408.1 Scope of mechanical For buildings with>240,000 Btu/h total NA systems output cooling capacity or>300,000 Btu/h commissioning total output heating capacity,indicate that all mechanical systems regardless of individual capacity are required to be commissioned;or provide building heating/cooling capacity calculation demonstrating eligibilty for exception NA Indicate that all systems,equipment and NA controls for which the WSEC requires control functions and/or configuration to perform specific functions are included in the Cx scope NA C408.1.1 Commissioning Indicate in plans and specifications that Cx NA C408.1.4.1 requirements in per C408 is required for all applicable construction mechanical systems documents NA Include general summary that includes at NA minimum:narrative description of activites, responsibilities of the Cx team,schedule of activities including verification of project close out documentation per C103.6,and conflict of interest plan(if required) NA Include in general summary that a Cx project NA report or Compliance Checklist(Figure C408.1.4.1)shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection. Page 24125 Mechanical Requirements • • 25 of 2018 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2022 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C408.1.2.2 Functional Identify in plans and specifications the NA performance testing intended operation of all equipment and criteria controls during all modes of operation, including interfacing between new and existing-to-remain systems NA C408.2.2 Air system and Indicate in plans that air and fluid flow rates NA hydronic system shall be tested and balanced within the balancing tolerances defined in the specifications; indicate systems shall be balanced in a manner to first minimize throttling losses,then adjusted to meet design flow conditions NA C408.2.2.1 Air system balancing Indicate devices that provide the capability to NA devices balance all supply air outlets,zone terminals and air handling equipment requiring system balancing NA C408.2.2.2 Hydronic system Indicate devices that provide the capability to NA balancing devices isolate,balance and measure flow across all hydronic equipment requiring system balancing including heating and cooling coils and pumps;or exception applied PROJECT CLOSE OUT DOCUMENTATION YES C103.6 Documentation and Indicate in plans that project close out Permit Plans project close out documentation and training of building submittal operations personnel is required for all requirements mechanical components,equipment and systems governed by this code;indicate close out documentation shall include:record documents,O&M manuals,applicable WSEC mechanical equipment compliance reports and calculations Page 25125 MECHANICAL COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2,R3&R4 over 3 stories and all RI Administered by:©2022 NEEA,All rights reserved Project Title All Creatures Veterinary Addition-2018 WSEC For Building Department Use: I Date: Sep 13,2022 Project Address 720 N West Ave. Project&Applicant Arlington„WA 98223 Information Applicant Name Christine Baldwin Applicant Phone 360-336-2155 Applicant Email cbaldwin@hkpa.com For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Veterinary,Clinic/Kennel Building Cond.Floor Area 4,929 Alteration Building Addition New Building Project Cond.Floor Area 2,863 General Project Types Alteration or Addition Multiple Zone Systems&Equipment Mechanical Scope Floors Above Grade 2 Mechanical Scope Compliance Method Compliance Method 1-General Mechanical Project Description Installing ductless heat pump and hry system for new addition. Economizer Equipment Efficiency DOAS Ventilation Higher Equipment Project Type Mechanical Scope Exception(s) Compliance Mechanical Compliance Applied? Provided. Efficiency Option Applied.? Verification Scope and Method Building Multiple Zone Systems& Yes Yes Yes COMPLIES Addition Equipment Additional Efficiency Higher equipment efficiency and fan FEG Dedicated outside air system(DOAS)option Credits Included(AEC) Does building include occupancy classifications requiring No Does project include DOAS equipment? Yes DOW Based on project scope do TSPR requirements apply? No Do all systems comply with Appendix D standard reference design or qualify for an exception No to TSPR? Scope&Space Conditionin BUILDING ADDITION-MULTIPLE ZONE SYSTEMS&EQUIPMENT Compliance Verification COMPLIES Multiple Zone Air Systems Category-Heat pump,unitary Air Systems Summary Information Supply Airflow Ventilation Ventilation Energy Recovery System ID Control Ventilation Standard CFM Air Source Paired with DOAS Ventilation energy recovery Efficiency(%) Main Area HP Staged volume ASHRAE Standard 62.1 125 Separate DOAS Provided but not required 70 Lobby HP Staged volume ASHRAE Standard 62.1 125 Separate DOAS Provided but not required 70 Air Systems&Equipment-Cooling System/ Cooling Capacity AEC Efficiency Econo Exception Combined Efficiency Proposed Cooling CE Proposed Part PL Efficiency Compliance Equip ID Cooling System/Equip Type Specific Type per item Btu/h Multiplier Multi her FL&PL Multiplier AEC&Econo Efficient Units Load Efficient Units Verification 9 P P ( ) P� ( ) P ( ) Y Y Main Area HP Heat pump,air cooled Split system 36,000 1.15 0 1.15 17.7 SEER IEER COMPLIES Lobby HP Heat pump,air cooled Split system 36,000 1.15 0 1.15 17.7 SEER IEER COMPLIES Air Systems&Equipment-Heating System Heating System/Equip Type Specific Type Heat Pump Heating Capacity(Btu/h) Cooling Capacity(Btu/h) AEC Efficiency Proposed Heat Pump HPH Proposed Low OSA LTH Efficiency Compliance /Equip ID I I Multiplier Heating Efficiency Units Temp Efficiency Units Verification Main Area HP Heat pump,air cooled,heating Split system 36,000 36,000 1.15 12.2 HSPF COP COMPLIES Lobby HP Heat pump,air cooled,heating Split system 36,000 36,000 1.15 12.2 HSPF COP COMPLIES Air Systems&Equipment Details System ID Area(s)Served Location In Project Documents-Plan/Detail# Main Area HP Main Area All Heating Section/Auxiliary Heating Type:Electric resistance(or None) Economizer Compliance Method:Economizer not required WSEC Equip Efficiency Reference Table-Cooling:Table C403.3.2(2)-Unitary and Applied Heat Pumps Proposed Low OSA Temp LTH Units:COP Efficiency: WSEC Equip Efficiency Reference Table-Heating:Table C403.3.2(2)-Unitary and Applied Heat Pumps Lobby HP Lobby I All Heating Section/Auxiliary Heating Type:Electric resistance(or None) Economizer Compliance Method:Economizer not required WSEC Equip Efficiency Reference Table-Cooling:Table C403.3.2(2)-Unitary and Applied Heat Pumps Proposed Low OSA Temp LTH Units:COP Efficiency: WSEC Equip Efficiency Reference Table-Heating:Table C403.3.2(2)-Unitary and Applied Heat Pumps I SPECIAL INSPECTION AND TESTING AGREEMENT Community and Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 In accordance with International Building Code Chapter 17,where application is made for construction as described in this section,the Owner or the License Design Professional responsible for,and acting as the owner's agent shall employ one or more Special Inspectors to provide inspections during construction. Property Address: 720 WEST AVE. ARLINGTON, WA 98223 Lot#: Parcel ID No.: 00461801700300 Subdivision: Project Description: A SINGLE-LEVEL BUILDING ADDITION OVER A CRAWLSPACE.ADDITION IS TO BE APPROXIMATELY 1,966 SF. Primary Contact: ® Owner ❑ Architect ❑ Engineer ❑ Contractor Owner Name: TIM CAVANAGH DVM Office No.: Email Address: CAVTHDVMACVS@GMAIL.COM Cell No.: (360)435-8929 Mailing Address: 720 WEST AVE. City: ARLINGTON State: WA Zip: 98223 Architect Name: HKP ARCHITECTS, BRIAN POPPE Office No.: 360 336-2155 Email Address: BPOPPE@HKPA.COM Cell No.: N/A Mailing Address: 204 W. MONTGOMERY ST. City: MOUNT VERNON State: WA Zip: 98273 Professional License Number: 6091 Expiration Date: DECEMBER 13, 2022 Engineer Name: DAVIDO CONSULTING GROUP, INC., JORDAN JANICKI Office No.: (360)899-1110 Email Address: Stephen@DCGENGR.COM Cell No.: N/A Mailing Address: 2210 RIVERSIDE DR. STE 110 City: MOUNT VERNON State: WA Zip: 98273 Professional License Number: 46132 Expiration Date: 8/12/2022 Contractor Name: CV CONSTRUCTION SOLUTIONS LLC Office No.: (425)345-5406 Email Address: N/A Cell No.: N/A Mailing Address: 8210 17TH AVE NW City: MARYSVILLE State: WA Zip: 98271 L&I Contractor License Number: CCCYCONCS808R3 Expiration Date: 12-28-2022 Before a permit can be issued: The owner, Architect or Engineer of record acting as the owner's agent, shall complete this agreement, including the required aclulowledgements, and attach structural tests and inspections sclledules.A pre-construction conference with the parties involved may be required to review the special inspection requirements and procedures. Page 1 of 4-REV03.2022 SPECIAL INSPECTION AND TESTING SHALL MEET THE MINIMUM REQUIREMENTS OF 2018 IBC. THE FOLLOWING CONDITIONS ARE ALSO APPLICABLE. 1. Duties and Responsibilities of Special Inspector a. Observe Work: The Special Inspector shall observe the work for conformance with City of Arlington approved (stamped) design drawings and specifications and applicable workmanship provisions of the IBC The Architect/ Engineer-reviewed shop drawings and/or project drawings may be used only as an aid to inspection. b. Report Non-Conforming Items: The Special Inspector shall bring non-confonning items to the attention of the Contractor and note all such items in the daily report. If any item is not resolved in a timely manner or is about to be incorporated in the work, the Special Inspector shall immediately notify the City of Arlington by telephone or in person, and notify the project Architect or Engineer. c. Furnish Daily Reports: Each Special Inspector shall complete and sign an inspection report for each day's inspections to remain at the job site with the contractor for review by the City of Arlington. d Furnish Weekly Reports: The Special Inspector or agency shall furnish weekly reports of tests and inspections directly to the City of Arlington,project Architect/Engineer,and others as designated These reports must include the following: i. Description of daily inspections and test made,with applicable locations. ii. Listing of all non-confornllng items. iii. Report on how non-conforming items were resolved or unresolved,as applicable. iv. Itemize all changes authorized by the Architect/Engineer of Record and City of Arlington if not included in non-conformance items. e. Furnish Final Report: The Special Inspector or inspection agency shall submit a final signed report to the City of Arlington stating that all items requiring special inspection and testing were fulfilled and reported,and to the best of his/her knowledge,in conformance with the approved design drawings,specifications,approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when inspection was required,etc.) shall be specifically itemized in this report 2. Contractor Responsibilities a. Notify the Special Inspector: The Contractor is responsible for notifying the Special Inspector or agency regarding individual inspection items on the stummary schedule and as noted on the City of Arlington approved plan as specified by the Architect and or Engineer of record. b. Provide Access to Approved Plans: The Contractor is responsible for providing the Special Inspector access to approved plans at the job site. c. Retain Special Inspection Records: The Contractor is also responsible for retaining at the job site all Special Inspection records submitted by the Special Inspector and providing these records for review by City of Arlington,upon request. 3. City of Arlington a. Approve Special Inspector: The City of Arlington shall approve all Special Inspectors prior to performing any inspection. b. Monitor Special Inspection: Work requiring special inspection and the performance of Special Inspectors shall be monitored by the City of Arlington. His/ Her approval must be obtained prior to placement of concrete or similar activities in addition to that of the Special Inspector. Page 2 of4- REV03.2022 4. Owner Responsibilities a. Funding: The project owner or the Architect or Engineer of record acting as the owner's agent shall fund the Special Inspection Services. 5. Architect or Engineer of Record Responsibilities a. Drawings: The Architect or Engineer of record shall include special inspection requirements on the design drawings and specifications. b. Schedule Inspections: Provide a stunntary schedule of required inspections which would outline frequency of inspections for items which may require multiple inspections which may include but are not limited to concrete and grout testing, compaction,testing of backfill and or road beds as recommended by the geo-tech engineer,and structural welding as work progresses. 6. Indicate items requiring special inspection,structural testing,or structural observations by checking the appropriate box. ❑ STRUCTURAL STEEL ......................................................................... (IBC 1705.2.1 &1705.12.1) ❑ STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL ....... (IBC 1705.2.2) Ia CONCRETE CONSTRUCTION ............................................................. (IBC 1705.3) ❑ MASONRY CONSTRUCTION ............................................................... (IBC 1705.4) ® WOOD CONSTRUCTION ..................................................................... (IBC 1705.5,1705.11.1 &1705.12.2) N SOILS CONSTRUCTION ....................................................................... (IBC 1705.6) ❑ DRIVEN DEEP FOUNDATIONS .......................................................... (IBC 1705.7) ❑ CAST-IN-PLACE DEEP FOUNDATIONS ............................................. (IBC 1705.8) ❑ HELICAL PILE FOUNDATIONS .......................................................... (IBC 1705.9) ❑ SPRAYED FIRE-RESISTANT MATERIALS ......................................... (IBC 1705.14) ❑ MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS ........... (IBC 1705.15) ❑ EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) .................. (IBC 1705.16) ❑ FIRE-RESISTANT PENETRATIONS AND JOINTS ............................. (IBC 1705.17) Only required for high-rise buildings or those assigned to Risk Category III or IV per IBC Table 1604.5. ❑ SMOKE CONTROL ............................................................................... (IBC 1705.18) N ARCHITECTURAL COMPONENTS ..................................................... (IBC 1705.12.5) Only required for buildings located within Seismic Design Category D,E, or F N PLUMBING,MECHANICAL&ELECTRICAL COMPONENTS ............. (IBC 1705.12.6) Only required for buildings located within Seismic Design Category C,D,E, or F ❑ SEISMICALLY ISOLATED SYSTEMS ................................................... (IBC 1705.12.8) Material alternatives or unusual design applications ❑ SPECIAL CASES .................................................................................... (IBC 1705.1.1) ❑ MISCELLANEOUS AREA These inspections maybe recommended by the Architect/Engineer and are to be approved by the Building department. Page 3 of4- REV03.2022 Acknowledgements I HAVE READ AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THIS AGREEMENT. (Attach more sheets forsignatures if necessary) Owner Name: TIM CAVANAGH DVM Date: Signature: ✓A/1 Contractor Name: TIM CAVANAGH DVM Date: Signature: 64tc, J ❑ Submit written statement of responsibility' ccordance with IBC Section 1704.4. Special Inspector Name: MTC Date: Signature: ❑ Submit WABO certification for special inspection agency and inspectors,(or) ❑ Submit Special Inspection agency documentation for Building Official approval. Names of Special Inspectors Scope of Work.Submit copies of inspector certifications provided for each discipline. Inspector Name: Scope of Work: Inspector Name: Scope of Work: Inspector Name: Scope of Work: Inspector Name: Scope of Work: Inspector Name: Scope of Work: Inspector Name: Scope of Work: Architect/Engineer of Record HKP ARCHITECTS, BRIAN POPPE Date: 3/31/2022 Signature: Brian D. Poppe �� � Structural Obseryer DAVIDO C LT NG GROUP, INC. JORDAN JANICKI Date: 2022-03-31 yvt PE,SE Signature' 2022.03.31 15:37:22- VV ❑ Statement of Special II1Specti0I1S coIIlpleted aIld subIIlitted iIl accordaIce with IBC Section 1704.3. ® Structural Observations required in accordance with IBC Section 1704.5. Page 4of4- REV03.2022 DEFERRED SUBMITTAL REQUEST Community and Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 The undersigned has been issued a permit for construction prior to final approval of the following. The following items shall be considered deferred submittals and shall be submitted AND approved prior to installation. Property Address: 720 WEST AVE. ARLINGTON, WA 98223 Parcel ID No.: 00461801700300 Project Name: ALL CREATURES VETERINARY 1 SERVICES ADDITION Project Description: A SINGLE-LEVEL BUILDING ADDITION OVER A CRAWLSPACE.ADDITION IS TO BE APPROXIMATELY 1,966 SF. Primary Contact: ® Owner ❑ Owner's Agent Owner Name: TIM CAVANAGH DVM Office No.: Email Address: CAVTHDVMACVS@GMAIL.COM Cell No.:(360)435-8929 Mailing Address: 720 WEST AVE. City: ARLINGTON State: WA Zi :98223 Owner's Agent: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: LIST ALL ITEMS PROPOSED TO BE DEFERRED ESTIMATED DATE OF SUBMITTAL ITEM: DATE: Plumbing Permit (Design-Build) _ - -- �S- Z ITEM: DATE: tl r I Mechanical HVAC Permit (Design-Build) ITEM: DATE: Fire Alarm Permit (Design-Build) ITEM: DATE: Medgas (Design-Build) ITEM: DATE: ITEM: DATE: 1, Owner/❑Owner's Agent,hereby assumes all risk,financially and otherwise,for any construction performed that may need to be removed if the deferred submittals listed above are not appropriate. 1 understand that certain inspections will NOT be performed until the submissions are accepted,reviewed and issued.I understand additional fees will be required based on the additional time spent for plan review.All deferred submittals must be submitted to the City of Arlington Community and Economic Development Department for review. Signature Print Nam Date es REV03.2022 ALL CREATURES VETERINARY SERVICES ADDITION ALL CREATURES VETERINARY SERVICES 720 N . WEST AVE. ARLINGTON , WA 98223 QUARTER SECTION TOWNSHIP RANGE SE 2 T31 N R 5E PROJECT NO. 656 PROJECT TEAM DRAWING INDEX OWNER STRUCTURAL ENGINEER AO.00-C COMMERCIAL COVER SHEET A2.13 FIRSTFLOORPLAN-ADDITION CASEWORK&EQUIPMENT PLAN E1.00 LEGEND ALL CREATURES VETERINARY SERVICES AZ 14 REFLECTED CEILING PLAN E1.01 SITE PLAN-ADDITION-ELECTRICAL 720 N WEST AVE DAVIDO CONSULTING GROUP A0.10 GENERAL NOTES,LEGENDS,SYMBOLS&ABBREVIATIONS A2,20 ROOF PLAN-DEMOLITION AND ADDITION ED1.11 FIRST FLOOR PLAN-DEMOLITION-ELECTRICAL ARLINGTON,WA 98223 2210 RIVERSIDE DR#110 A0.20 CODE INFORMATION AND DIAGRAMS A2,40 ENLARGED PLANS AND INTERIOR ELEVATIONS E2.11 FIRST FLOOR PLAN-ADDITION-LIGHTING PH:(360)435-8929 MOUNT VERNON,WA 98273 A0.21 CODE INFORMATION AND DIAGRAMS A2.41 ENLARGED PLANSAND INTERIOR ELEVATIONS E3.11 FIRST FLCORPLAN-ADD ITION-POWER DR.TIM CAVANAGH PH:(380)899-1110 A0.22 CODE INFORMATION AND DIAGRAMS A3.10 EXTERIOR ELEVATIONS E3.20 ROOF PLAN-ADDITION-POWER JORDAN JANICKI JORDAN@DCGENGR.COM A0.30 BUILDING ASSEMBLIES A3.11 EXTERIOR ELEVATIONS E4.00 ONE LINE DIAGRAM SURVEYOR AO.31 BUILDING ASSEMBLIES A3.12 EXTERIOR ELEVATIONS E5.00 SCHEDULES CASCADE SURVEYING&ENGINEERING,INC. HVAC DESIGN/BUILDER A3.13 EXTERIOR ELEVATIONS E5.01 SCHEDULES PO BOX 328(105 EAST DIVISION STREET) 1 OF 2 SITE SURVEY A3.20 EXTERIOR DETAILS ARLINGTON,WA 98223 COZYHEATING 20F2 SITE SURVEY A4,10 BUILDING SECTIONS PH:(360)435-5551 20221 67TH AVE NE A5.10 WALL SECTIONS&DETAILS ARLINGTON,WA 98223 C01 COVER A6.30 CASEWORK DETAILS PH:(360)4354904 CO2 NOTES A7.10 DOOR SCHEDULE,TYPES&DETAILS L ARCHITECT CO3 EXISTING CONDITIONS&TESC PLAN A7.20 WINDOW SCHEDULE&TYPES HKP ARCHITECTS PLUMBING DESIGN/BUILDER C04 SITE PLAN A7.21 WINDOW DETAILS 204 WEST MONTGOMERY STREET C05 GRADING&DRAINAGE PLAN A8.1O SIGNAGE PLAN,SCHEDULE&TYPES MOUNT VERNON,WA 98273 TBD COB DETAILS PH:(360)336-2155 C07 DETAILS S1 GENERAL NOTES BRIAN POPPE,PARTNER-IN-CHARGE S1.1 GENERAL NOTES(CONY.) I BPOPPE@HKPA.COM ELECTRICAL ENGINEER L1.0 LANDSCAPE PLAN S2 FOUNDATION PLANS CHRISTINE BALDWIN,PROJECT ARCHITECT TFBW ENGINEERS S3 MAIN FLOOR FRAMING PLAN CBALDWIN@HKPA.COM 1200 WESTLAKE AVENUE NORTH A1.00 EXISTING SITE PLAN-DEMOLITION S3.1 ROOF FRAMING PLAN SUITE 506 A1.01 SITE PLAN-ADDITION S4 SHEARWALL PLAN SEATTLE.WA 98109 S5 FOUNDATION,CRAWLSPACE,SHEAR DETAILS CIVIL ENGINEER PH:(206)285.7228 A2.00 FOUNDATION PLAN-DEMOLITION AND ADDITION Be ROOF FRAMING DETAILS DAVKEVIN WARTELLE A2.10 EXISTING FIRST FLOOR PLAN-DEMOLITION 2210 RIVERSIDE DR#110 CONSULTING GROUP KEVIN@TF-WB.COM 210 R A2.11 FIRST FLOOR PLAN-ADDITION MOUNT VERNON,WA 98273 HVAC DESIGN-ASSIST ENGINEER A2.12 FIRST FLOOR PLAN-ADD TION DIMENSIONS PLAN PH:(360)899.1110 DANNYOCHOA FBI ENGINEERS DANNY@DCGENGR.COM 506 SECOND AVENUE,SUITE 700 SELINA STANLEY SEATTLE,WA 98104 PH:(206)622-3321 �- -- - SELNAODCGENGR.COM RICK HIMMEL Deferred..Permits. R ICKH@FSI-ENGIN EERS.COM Mechanical/ HVAC. �6 I ) REGISTERED ARCHITECT Plumbing STATE OF WA INGiON architects COMMERCIAL PERMIT SET C1 1 or.VMNG`1'0.NL 10/14/2022 IC E COPY HUiI DING DEPARTP.IENT APPROVED i�.. Received V DATE_4/ BY ;OCT 14 2022 O FA �(11 ICE CO UNLLFSSAFRJ3YTHE Bl'b'50 1 BUILDINGINM TOR' ABBREVIATIONS (ABBREVIATIONS RELATE WITH OR WITHOUT PERIODS) MATERIAL LEGEND GENERAL NOTES ACR ACCESS CARD READER F.O.S. FACE OF STUD P/D POWER/DATA PORTS i. CONTRACTOR TO EMPLOY APPROPRIATE WEATHER PROTECTION AS Q A.C.T. ACOUSTICAL CEILING TILE FPA FALL PROTECTION ANCHOR P/PTD PAINT/PAINTED EXISTING NEW CONSTRUCTION REQUIRED DURING CONSTRUCTION. architects AD AREA DRAIN FIN. FINISH P.LAM. PLASTIC LAMINATE ADA AMERICAN DISABILITIES ACT F.V. FIELD VERIFY PLYWD PLYWOOD 2. CONTRACTOR TO EMPLOY APPROPRIATE DUST AND NOISE ADDN. ADDITION FP FILLER PIECE PS PROJECTION SCREEN WOOD,ROUGH ® WOOD,ROUGH CONTAINMENT MEASURES TO PRESERVE AND PROTECT EXISTING SPACES AND SURFACES. MOUW VERNON ADJ. ADJUSTABLE FA FIRE ALARM PTO PAPER TOWEL DISPENSER P:(360)336-2155 ALT. ALTERNATE FB FIRE BLANKET RCP REFLECTED CEILING PLAN '"-' WOOD,FINISH WOOD,FINISH - 3. DIMENSIONS ARE TO FACE OF STUD,FACE OF CONCRETE, 204 West Montgomery Street ALUM. ALUMINUM FE FIRE EXTINGUISHER REINF. REINFORCING l' CENTERLINE OF COLUMNS,AND EDGE OF ROUGH OPENINGS UNLESS Mount Vernon,WA 98273 h APB ADA PUSH BUTTON FHS FIRE HOSE STROBE REBAR REINFORCING BAR OTHERWISE NOTED, www.hkpa.com ANGLE F.PULL FIRE PULL RELOC. RELOCATE PLYWOOD PLYWOOD 4. ROUGH OPENING SIZES ARE NOMINAL DIMENSIONS. ASSM ASSEMBLY(CONSTRUCTION) F.STROBE FIRE STROBE RD ROOF DRAIN AWRB AIR AND WEATHER RESISTIVE BARRIER FS FLOOR SLEEVE RM. ROOM ^^'*'^^^-^^^. 5. ONLY BRING MATERIALS TO SITE AS REQUIRED FOR SCHEDULE BB BULLETIN BOARD FT. FOOT R.O. ROUGH OPENINGi GWB GWB SEQUENCE AND COMPLIANCE. BM BEAM FTG. FOOTING RUB RUBBER 6. GENERAL CONTRACTOR,SUBCONTRACTORS,AND SUPPLIERS ARE seal BILK BLOCKING FRMG. FRAMING RB RUBBER BASE CONCRETE CONCRETE RESPONSIBLE FOR REVIEWING AND CROSS-REFERENCING ALL REGISTERED DRAWINGS AND SPECIFICATIONS THAT MAY HAVE COORDINATION TECT S O BOARD F.O.I.C. FURNISHED BY OWNER,INSTALLED BY CONTRACTOR RV ROOF VENT CONFLICTS IN THEIR WORK.IF DISCREPANCIES EXIST BETWEEN B.O.C. BOTTOM OF CONCRETE F.A. FURNISHED BY OWNER,INSTALLED BY OWNER RWL ROOFING RELIEF VENT DRAWINGS AND SPECIFICATIONS,ESPECIALLY BETWEEN TA D. PPE B.O.S. BOTTOM OF STEEL GA. GALVANIZED RWL RAIN WATER LEADER 1�_�1J EARTH FILL EARTH FILL ARCHITECTURAL AND ANY OTHER TRADE,CONTRACTOR SHALL STATE Of WASH"N TON B.O.T. BOTTOM OF TRUSS - G.A. GYPSUM ASSOCIATION S. SOUTH NOTIFY THE ARCHITECT PRIOR TO BID.CONFLICTS AFTER BID SHALL BS BACKSPLASH GL.B. GLASS BOARD SB SPLASH BLOCK BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BUT SHALL STILL B.U.COL. BUILT-UP COLUMN GL GLAZING SD SOAP DISPENSER GRAVEL GRAVEL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE. B.U.R. BUILT-UP ROOFING - GB GRAB BAR S.F. - SQUARE FOOT(FEET) 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO THE C.B. CATCH BASIN GYP. GYPSUM SHB SHEET METAL BACKER ll STEEL ® STEEL COMMENCEMENT OF WORK. CPT. CARPET GWB GYPSUM WALL BOARD SH.BR. SHELF BRACKET CLG. CEILING H.C. HANDICAPPED SIM. SIMILAR 6. DO NOT SCALE DRAWINGS. CBB CEMENTITIOUS BACKER BOARD HOW. HARDWARE S.O.G. SLAB ON GRADE 77 INSULATION,BATT OR INSULATION,BATT OR LOOSE FILL LOOSE FILL 9. CONTRACTOR IS RESPONSIBLE FOR SHORING AND BRACING OF C.J. CONTROL JOINT HDWD HARDWOOD SNR SANITARY NAPKIN RECEPTACLE EXISTING STRUCTURE AS DEEMED NECESSARY BY THE CONTRACTOR. CLO. CLOSET HT. HEIGHT SPEC. SPECIFICATIONS INSULATION,RIGID INSULATION,RIGID C.O. CLEAN OUT HB HOSE BIB STN. STAIN CTR. CENTER HM HOLLOW METAL STD, STANDARD CL. CENTER LINE INS. INSULATION STL. STEEL INSULATION,FOAM INSULATION,FOAM C.T. CERAMICTILE I.D. INSIDE DIAMETER STOR. STORAGE COL COLUMN IBC INTERNATIONAL BUILDING CODE SUSP. SUSPENDED CONC. CONCRETE JT. JOINT TS TACKABLE SURFACE CERAMIC/QUARRY TILE ® CERAMIC/QUARRY TILE CONST. CONSTRUCTION LAV. LAVATORY TO TRENCH DRAIN U) C.M.U. CONCRETE MASONRYUNITS LF LIGHT FIXTURE THSD THRESHOLD LLI M CONT. CONTINUOUS IVIED. MANUFACTURED TPD TOILET PAPER DISPENSER (,) N COORD. COORDINATE MAS. MASONRY M.O. TONGUE AND GROOVE ' Do CG CORNER GUARD M.H. MAN HOLE T.O.C. TOP OF CONCRETE O) DIA. DIAMETER M.H.O. MAGNETIC HOLD OPEN T.O.S. TOP OF STEEL - - W W ; Q DIM. DIMENSION M.O. MASONRY OPENING T.O.T. TOP OF TRUSS IY LU Q ON DOWN M.S. MACHINE SCREW T.S.GL. TEMPERED SHEET GLASS DS DOWNSPOUT MANUF. MANUFACTURED TYR TYPICAL _ } Z OF DRINKING FOUNTAIN MATL MATERIAL U.O.N. UNLESS OTHERWISE NOTED DR. DOOR MAX. MAXIMUM VB VAPOR BARRIER Q Q W O _ W Z LU 0 DWG. DRAWING MECH. MECHANICAL VER. VERIFY _ E. EAST MOO MEDIUM DENSITY OVERLAY V.I.F. VERIFY IN FIELD - L IY ELEC. ELECTRICAL MEMB. MEMBRANE VCT VINYL COMPOSITION TILE V W Z Z EL. ELEVATION ML MARRIAGE LINE VP VENEER PLASTER J W C EM.LIGHT EMERGENCY LIGHT MTL METAL VTR VENT THRU ROOF O a > Cq Q EP ELECTRIC PANEL MIN, MINIMUM W.H. WATER HYDRANT EQ. EQUAL MR MOISTURE RESISTANT W.O.G. WALK OFF GRATE EW EMERGENCY EYEWASH MULL. MULLION W.O.M. WALK OFF MAT EWS EMERGENCY EYEWASH/SHOWER NOM. NOMINAL WT. WEIGHT EX./EXST EXISTING N. NORTH W. WEST Z E.J. EXPANSION JOINT N.I.C. NOT IN CONTRACT WB WHITE BOARD 0 ED FLOOR DRAIN - N.P.W. NOMINAL PANEL WIDTH W.CH. WIRE CHASE F.A.A. FIRE ANNUNCIATION ALARM N.T.S. NOT TO SCALE W/ WITH Q F.A.P. FIRE ALARM PANEL O.C. ON CENTER W/O WITHOUT Q FH FIRE HYDRANT OPG. OPENING WD WOOD a F.O.B. FACE OF BRICK OR BLOCK OPP. OPPOSITE WRB WEATHER RESISTIVE BARRIER F.O.C. FACE OF CONCRETE O.D. OUTSIDE DIAMETER W.W.M. WELDED WIRE MESH (/) O.W.S.J. OPEN WEB STEEL JOIST YD. YARD W V GRAPHIC SYMBOLS VICINITY MAP � w SITE U) SECTION MARK CEILING TAG-REFLECTED CEILING PLAN SIGNAGE TAG TACK BOARD/TACKABLE SURFACE 1 BIM. CONFERENCE T5 SECTION 1 IS NOTED A 1Pdg,-p,� A101 AS DRAWING"VON SIGN NUMBER w COL SHEET"A101" CEILING HEIGHT (SEE SCHEDULE) TB W M r (— N DETAIL TAG DOORTAG ELEVATION TARGET VISUAL DISPLAY LOCATION m�'r' �sV 9 " c ,M« a ' LLi DND a V) O) S I M 213 DOOR IS NUMBER 213 �I�� � � Y � W L1� O (SEE SCHEDULE) A101 DETAIL IS NOTED AS NON-RATED `,£r '' " Q J w LLj DRAWING"1"ON 1 �_ LCD ,", L 't V �t � � SHEET"AiOT' DOORIS NUMBER 273 r V � p CD (SEE SCHEDULE) " M: ,' 7. r4* 4 � Z WITH ARATING OF � T` 0 T�# �., E�^ a.+ 20/45/90 MINUTES zL " 1#;( ; x- La L1J 0 ELEVATION TAG WINDOW TAG FLOOR MATERIAL CHANGE SYMBOL SINKS(SIMILAR) �1 p"' IY THIS ELEVATION IS . .,,AtT �.. ' y 1 •, c € '.... Fy1" .., z ^(� Z Z CPT i VCT o-. NOTED AS DRAWING"1" T 1/ ON SHEET"A101" ,._ J MATERIAL 1 MATERIAL 2 ,! 1e 3 4� 7 Q CN Q A101 `WINDOW NUMBER rl r T INTERIOR ELEVATION (SEE SCHEDULE) " WEST BURKE AVE Sheet Contents: WALL TYPE SYMBOL-INTERIOR SKYLIGHTTAG SLOPE INDICATOR FIRE EXTINGUISHER-WALL CABINET v ATYPICAL STUD ! GENERAL NOTES, ! LEGENDS,SYMBOLS& CAVITY WIDTH T712" ABBREVIATIONS u 5" 44 rYP� Revisions: 1i TYPICAL OR SIMILAR SKYLIGHT NUMBER �E C+'�E 4� �i; Rev. Date (SEE SCHEDULE) WALL TYPE P'. k •M ;s� GILMAN AVE WALL TYPE SYMBOL-EXTERIOR RELITE TAG PROJECTION SCREEN DRINKING FOUNTAIN " ATYPICAL STUD R1 OF CAVITY WIDTH ' , _ RELITE NUMBER lk Ilk PS 1, 5- � (SEE SCHEDULE) TYP TYPICAL OR SIMILAR DIVISION ST WALL TYPE Drawn By:CB,KV ROOM TAG-FLOOR PLAN LOUVER TAG WHITE BOARD EXIT SIGN Checked: CB,BP ROOM NAME _ er Date: 10/14/2022 ROOM NUMBER 3 «? ' ' CONFERENCE Li _.... '" ..t,.r. ^, m wB EXOT � # Job No.: U LOUVER NUMBER _ y . WALL FINISH TYPE (SEE SCHEDULE) - � '"+`� � )*-� N r _ "1 7.' 656 Sheet No.: FLOOR FINISH TYPE .A0. 10 ZONING INFORMATION EXISTING INTERNATIONAL BUILDING INTERNATIONAL BUILDING CODE INFORMATION CODE INFORMATION PROJECT DESCRIPTION CHAPTER 6:CLASSIFICATIONS OR WORK CHAPTER 3:USE AND OCCUPANCY CLASSIFICATION architects ADDITION SCOPE OF WORK: RENOVATION SCOPE OF WORK CLASSIFICATION A SINGLE-LEVEL BUILDING ADDITION OVER A CRAWLSPACE.ADDITION IS TO BE APPROXIMATELY 1,966 SF.ADDITION MO-VERNON CONTAINS ANIMAL EXAM ROOMS,A LAUNDRY/UTILITY ROOM,TREATMENT ROOM,SURGERY ROOM,OFFICES,RECEPTION, PROPOSED ALTERNATION LEVEL 2 7ALTE-TION 603 PROPOSED B,BUSINESS 2018 IBC 304.1 P:(360)336.2155 AND LOBBY. WORK AREA OF 919 IS 204 West Montgomery Street ALTERATION LEVEL SCOPE OF WORK: N So%OF EXISTING FIRST Mount Vernon,WA 98273 EA(2,z825F) CHAPTER 5:GENERAL BUILDING HEIGHTS AND AREAS www.hkpo.com 1. ROOF REPLACEMENT ALLOWABLE BUILDING FEET IN HEIGHT ABOVE GRADE PLANE A. EXISTING ASPHALT SHINGLE ROOFING TO BE DEMOLISHED DOWN TO ROOF SHEATHING.EXISTING SHEATHING TO BE REPLACED WHERE REQUIRED DUE TO ANY LATENT CONDITIONS.NEW UNDERLAYMENTAND ASPHALT FIRST FLOOR ALTERATION WORK AREA PROPOSED +/-21'-81/4"(NOCHANGE) SHINGLES TO BE INSTALLED AT EXISTING ROOFS. 1/16"=1'-0" B. DEMOLITION OF EXISTING FIRE-SEPARATION PARAPET AND CRICKETER LOW SLOPE ROOFING. EXTENSION OF ALTERATION WORK ALLOWED 40'-00" 2018 IBC TABLE 504.3 EAVE AND INSTALLATION OF NEW ROOFING ASSEMBLY. AREA BUSINESS,NONSPRINKLERED 2. REPLACEMENT OF EXI TIN VIN NT d:STING YL SIDING WITH NEW FIBER WS LAP SIDING. ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE 3. REPLACEMENT OF EXISTING SINGLE-PANE ALUMINUM WINDOWS WITH NEW WSEC COMPLIANT WINDOWS:SEE 919 SF �-� WINDOW SCHEDULE. 6Rr"" EXISTING 2 STORIES 4. RENOVATION OF EXISTING EXAM ROOM INTO ADA-COMPLIANT RESTROOM -_' -- - ---- ------ --- Al D -'FF DN PROPOSED 2 STORIES(NO CHANGE) ADDITION IS ONLY 1 STORY APPLICABLE CODES { F tI -; ] ALLOWED 2 STORIES 2018 IBC TABLE 504.4 05 2018 INTERNATIONAL BUILDING CODE(IBC)AND AMENDMENTS DW I _J .I�' ',' ' ALLOWABLE AREA 20181NTERNATIONAL MECHANICAL CODE(IMC)AND AMENDMENTS - " `" '" EXISTING 20181NTERNATIONAL FUEL GAS CODE(IFGC)AND AMENDMENTS - 2018 INTERNATIONAL FIRE CODE(IFC)AND AMENDMENTS 2018 UNIFORM PLUMBING CODE(UPC)AND AMENDMENTS 2017 NATIONAL ELECTRIC CODE(NEC)AND AMENDMENTS 2018 WASHINGTON STATE ENERGY CODE(WSEC) I�ICC/ANSI Al 17.1-2009 i 20181NTERNATIONAL EXISTING BUILDING CODE(IEBC)AND AMENDMENTS II .__,W,w,e,v._.��.:.. .aur„x; PROPOSED f ` 2, SF EXISTING FIRST FLOOR 909 -- SITE INFORMATION �'- r° ' 909 SF EXISTING BASEMENT __:.-- ------, 4 SITE ADDRESS 720 WEST AVE �' i •� \ h��II 710 SF EXISTING SECOND FLOOR 9 ARLINGTON,WA 98223 �u 3,901 SF tt PARCEL NUMBER 00461801700100 {J 2,282 SF EXISTING FIRST FLOOR t BA S.M•N QUARTER ` 1, SF EXISTING SECOND FLOOR 2 SECTION 2 ,� ts. � 1,937937 SF ADDITION y 909 SF TOWNSHIP T31N -> L 1 6,300 SF FISTING BASEMENT W N N RANGE R 5E BASEMENT > co LEGAL DESCRIPTION LOTS 1,2,3,4 AND THE EAST 25 FEET OF LOT 5,BLOCK 17,HALLERCITY, r j 1116"=V-0" r a) AC RECORDS OF SNOHOMISH COUNTY,WASHINGTON. W W CORDING TO THE PLATE THEROF RECORDED IN VOLUME 2 OF PLATS,PAGE 22, '_ ; Q SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON �. ' °' -€ ? Cl) Q µ l cio PLANNING CRITERIA -^ ,E-w.. "---- ' W Z W 0 JURISDICTION CITY OF ARLINGTON ADDITION SCOPE OF WORK " .� iEXISTINI`IFSC �? '-^ .. - �j 0 ZONING OLD TOWN BUSINESS DISTRICT 3 k FL0qRU W Z Z PROPOSED ADDITION 2018 IEBC 606.1;ADDITIONS SHALL COMPLY WITH NEIGHBORHOOD CODE 5203000 CHAPTER 11 OF THE IEBC.1101.1 OF THE IEBC STATES, SF C J J LAND USE CODE 822 THAT ADDITIONS SHALL COMPLY WITH INTERNATIONAL J W CODES FOR NEW CONSTRUCTION.ADDITION SHALL - '''�'_' f N LAND USE ANIMAL HUSBANDRY&VETERINARY SERVICES COMPLY WITH THE 2018 IBC. 0 Q Q LAND AREA 0.28 ACRES 12,485 S.F. [ t.•;�,' *'t?'„ UTILITIES FIRE CITY OF ARLINGTON I Z WATER ARLINGTON WATER DEPARTMENT - FIRST FLOOR ADDITION WORK AREA J1 Y 'li•�' Q SEWER CITYOFARLINGTON ' NATURAL GAS NONE x. ELECTRICAL SNOHOMISH BUD =-, _u_m=' DN-3 DISTRICTS - SCHOOL ARLINGTON SCHOOL DISTRICT#16 -, g, LLJ e FIRE NORTH COUNTY REGIONAL FIRE AUTHORITY HOSPITAL PUBLIC HOSPITAL#3 LIBRARY SNO-ISLE INTERCOUNTY RURAL LIBRARY FIRST FLOOR _ W CONSERVATION SNOHOMISH CONSERVATION DISTRICT 1/16"=1'-0" ,J SETBACKS I LOT BOUNDARY 5'-0" TABLE 20.48-5 _ ---••^- - - LINEORALLEY ECA BUFFER 1S-0" TABLE 20.48-5 g Z ARTERIAL RIGHT-OF- 0'-01. TABLE 20.48-5 ADDITION WORK WAY LINE Uj M AREA NON-ARTERIAL RIGHT- 0'-0" TABLE 20.48-5 --- -- {�:' yei P x %M1" ~LU N OF-WAY LINE 1,944 SF '? -fi�� I: > OO SCREENINGTYPES J. NORTH PROPERTY LINE NONE TABLE 20.76 I) W W Q EAST PROPERTY LINE NONE TABLE 20.76 r'_. EXISTING SECOND x u SOUTH PROPERTY LINE TYPE A,OPAQUE SCREEN TABLE 20.40-i I' jl FLOOR'.' t ix r pj Z WEST PROPERTY LINE TYPE A,OPAQUE SCREEN TABLE 20.40-1 -_-- - -' - - j, i'1,172 SF <� ,, ',; ) , „".,,..:' < LV O MAXIMUM BUILDING HEIGHT 50'-00" TABLE 20.485 �� """ LU MAXIMUM LOT COVERAGE(IMPERVIOUS) 100%ALLOWED TABLE 20.48-5 0 V Z IMPERVIOUS AREA NON-POLLUTION GENERATING IMPERVIOUS 3 9,293 SF/12,485 SF SURFACE:5,247 SF 3 L" fir+ '+�'s „/ •Q J Q J SITE AREA - ., '0r sY L J N x 74.4%ACTUAL POLLUTION GENERATING IMPERVIOUS SURFACE:4,046 SF PARKING 1 SPACE PER 400 SF USE 12.100;TABLE 20.72-1 REQUIRED NUMBER GROSS BUILDING AREA= SECOND FLOOR Sheet Contents: OF PARKING 6,299 SF 00431801700501 1116"=V-0" STALLS VACANT BURKE AVENUE(SR 530)(PRIMARY ROUTE) CODE INFORMATION AND 6,299 SF 1400 SF=15.75 ALLOWED 22,320 SF 2018 IBC 506.2.3 SINGLE-OCCUPANCY, DIAGRAMS 16 PARKING STALLS ...F. MULTISTORY BUILDING REQUIRED _ R@VISIOns: W=(L1 X W1+L2 X W2+L3 X W3)/F EXISTING NUMBER OF 12(11 STANDARD;1 ., „. - .t Rev. Date PARKING STALLS COMPACT) ` 0 W=[(48'-33/4"x30'-0')+(38'-8"x30-0')+ (67 1 3/4'x 3V-0')]I(48'3 3/4+38-8+26-51 PROPOSED NUMBER 16 PARKING STALLS(12 20%OF 16 TOTAL PARKING STALLS=3.2;4 STALLS ARE &, OF PARKING STALLS STANDARD;4 COMPACT) PERMITTED TO BE COMPACT 00461801700600 0046160170010) W=[(48.32'x 30'-0')+(38 66 x 30-0')+(67.15"x 1.323 FOURPLEX `3fy ~1"" ''PROPOSED PROJ ECT > 30-01)]/(48.3125'+3866'+67.16) REQUIRED PARKING SPACE DIMENSIONS 9'0'X 19'-0",WHERE 10 20.72.030 ¢ W-[(1,449)+(1 160)+(2,014.38)]/154.13 OR MORE STALLS ARE W=30 PROVIDED,20%MAY BE KK � w COMPACT STALLS. - %4 3 It= F/P-0.25W/30 COMPACT STALLS SHALL * - ,.. Ir=(154.13/311.97-0.25]30/30 BE 8'-0"X16-0"AND ty `4'+' ""`' If=IO 49-0.25)] SHALL BE INDICATED AS ,' ` ''""` 1,=0.24 Drawn By:CB,KV COMPACT STALLS. AS=[A,+(NS Xh)]XS. Checked: CB,BP BICYCLE PARKING FACILITIES ALLEY - As=[9,000+IS 000 X 0.24)]X2 k=[9,000+z,16o]X z Date: 10/14/2022 REQUIRED NUMBER 10%OF REQUIRED 20.72.030 A,=22,320 SF OF BICYCLE PARKING VEHICLE PARKING 00461801701600 00461801701700 Job No.: STALLS=.1`16=1.6=2 - 1.111 SINGLE 1.230 DUPLEX 656 EXISTING NUMBER 0 FAMILY Sheet No.: OF BICYCLE PARKING RESIDENCE PROPOSED NUMBER 2 OF BICYCLE PARKING PARCEL DIAGRAM ^ O,- /O L 1, =40'_O„ „ L INTERNATIONAL BUILDING CODE INFORMATION (CONTINUED) architects MOUNT VERNON CHAPTER 6:TYPES OF CONSTRUCTION CHAPTER 10:MEANS OF EGRESS P:(360)336.215S 204 West Montgomery Street CONSTRUCTION CLASSIFICATION PROPOSED OCCUPANT LOAD Mount Vernon,WA 98273 EXISTING TYPE We OCCUPANT LOAD FACTOR www.hkpa.com NONSPRINKLERED (OLF)(TABLE 1004.1.2) OCCUPANT LOAD MAXIMUM OCCUPANT LOAD PROPOSED TYPE V-B 2018 IBC 602.5 AREA NAME- AREA OCCUPANCY FUNCTION OF SPACE ACTUAL�ROUNDED BEFORE 2 EXITS REQUIRED 2 EXITS REQUIRED NONSPRINKLERED ADDITION 1,936 SF B BUSINESS AREAS 150 GROSS 12.91 49 NO FIRE RESISTANCE RATING REQUIREMENTS EX.BASEMENT 909 SF B ACCESSORY STORAGE AREA 300 GROSS 3.03 49 NO EX.FIRST FLOOR 2283 SF B BUSINESS AREAS 150 GROSS 15.22 49 NOPRIMARY STRUCTURAL OHR 20181BC TABLE 601 EX.SECOND FLOOR 710 SF B BUSINESS AREAS 150 GROSS 4.73 49 NO J-:.is- 2ED FRAME TOTAL OCCUPANT LOAD 38 TlCT BEARING WALLS- OHR 2018 IBC TABLE 601 EXTERIOR A� PPE BEARING WALLS- OHR 2018 IBC TABLE 601 OCCUPANCY/EGRESS DIAGRAM INTERIOR KEY NONBEARING WALLS/ 2018 IBC TABLE 602,B -- --------- PARTITIONS-EXTERIOR OCCUPANCY,TYPE VB X<5 1 HR CONSTRUCTION AREA NAME r 4 55X<10 1 HR AREA — 10 5 X<30 0 HR FFxex ,: Fx.aBBBxExr I� 1409E OE BOB BF 6 X t 30 OHR aB a.F 4aB as OCCUPANT NONBEARING WALLS/ OHR 2018 IBC TABLE 601 LOAD FACTOR PARTITIONS-INTERIOR FLOOR CONSTRUCTION 8 OHR 2018 IBC TABLE 601 TOTAL SECONDARY MEMBERS OCCUPANTLOAD ROOF CONSTRUCTION& OHR 201818C TABLE 601 SECONDARY MEMBERS CHAPTER 8:INTERIOR FINISHES { I U N INTERIOR WALL AND CEILING FINISH REQUIREMENTSCo OCCUPANCY B(NONSPRINKLERED) J I; <i INTERIOR EXIT STAIRWAYS,INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS (n W ; Q PROPOSED NA;DOES NOT EXIST y_ Q IN ADDITION ALLOWED AMINIMUM 2018 IBC TABLE 803.13 CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT ACCESS RAMPS '-- �_` Q Q W O wZ �: PROPOSED NA;DOES NOT EXIST BASEMENT EGRESS DIAGRAM L G IN ADDITION 1116"=T-0" ALLOWED I B MINIMUM 2018 IBC TABLE 803.13 = J J ROOMS AND ENCLOSED SPACES 0 Q Lu PROPOSED C MINIMUM FROM SECOND FLOOR ALLOWED CMINIMUM 2018 IBC TABLE 803.13 L- 9 .� U CHAPTER 9:FIRE PROTECTION SYSTEMS FxsrF eox ._ AUTOMATIC FIRE SPRINKLER REQUIREMENTS GROUP B OCCUPANCY NOTREQUIRED 2018 IBC 903.2I � FIRE ALARM AND DETECTION SYSTEM REQUIREMENTS � a GROUP B OCCUPANCY I NOT REQUIRED 2018 IBC 907.2.2 BAR ,` J _._ \6 Lu - v CHAPTER 29:PLUMBING FACILITIES MINIMUM NUMBER OF FIXTURES(TABLE 2902.1) ! I J LL550�� I W OCCUPANCY B:38 OCCUPANTS(79 MALE,19 FEMALE) WATER CLOSET LAVATORIES FEMALE(19) 1 PER 25 FOR 1 PER 40 FOR FIRST 50 AND 1 FIRST 80 AND 1 PER 50 FOR THE Z PER BO FOR THE 38 OCCUPANTS/ 38 OCCUPANTS/ REMAINDER 25=1.5=2 REMAINDER 40=.95=1 G iJ MALE(19) EXCEEDING 50 EXCEEDING 80 - W M H 04 LLI N > DO . DA FIRST FLOOR OCCUPANCY/EGRESS DIAGRAM W L J 1116"=1'0" LLJ � Q W Q .0 h Lu F- _ Z D) VZ J C 4 �.sEcoxo n IL Q Q TtO BF — Sheet Contents: CODE INFORMATION AND DIAGRAMS Revisions: _ Rev. Date 3-, Drawn By:CB,KV SECOND FLOOR EGRESS DIAGRAM Checked: CB,BP 1/16"=1'_U'• Date: 10/14/2022 EGRESS SIZING .I0 No.: 656 REQUIRED .21NCH PER OCCUPANT 2018 IBC 1005.3.2 Sheet No.: PROPOSED GREATER THAN.21NCH PER OCCUPANT A0.21 WASHINGTON STATE ENERGY CODE INFORMATION GENERAL NOTES ENVELOPE AREAS AND RATIOS architects MOUNT VERNON 1. ENVELOPE THERMAL PERFORMANCE COMPLIANCE PATH:COMPONENT PERFORMANCE. NEW OR ALTERED NET WALL&OPAQUE DOOR AREA P:(360)336-2155 2. IDENTIFICATION MARK SHALL BE APPLIED TO ALL INSULATION MATERIALS AND INSULATION INSTALLED SUCH THAT THE NORTH ELEVATION 204 West Montgomery Street MARK IS READILY OBSERVABLE DURING INSPECTION. Mount Vernon,WA 95273 3, FENESTRATION PRODUCTS SHALL BE LABELED WITH NFRC U-FACTOR,SHGC,VT AND LEAKAGE RATING,OR IF 1,050 SF �4A wwW.hk�M.COm PRODUCTS DO NOT HAVE AN NFRC RATING,INDICATE APPLICABLE WSEC CHAPTER 3 DEFAULT VALUES. ,- 4. BUILDING ENCLOSURE AIR LEAKAGE TESTING IS REQUIRED FOR WSEC COMPLIANCE. 5. BUILDING ENCLOSURE AIR LEAKAGE TESTING SHALL BE PERFORMED PER ASTM C779(OR EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL)AND THE TARGET LEAKAGE RATE IS 0.25 CFM/FT2(1.5 US-M2)AT 0.31N.WG(75 PA); a. SUBMIT BUILDING ENCLOSURE AIR LEAKAGE TEST REPORTS TO JURISDICTION AND OWNER; b. IF INITIAL TEST RESULT EXCEEDS 0.25 CFM/FT2(1.5 US-M2),INDICATE THAT INSPECTION AND ALL PRACTICAL CORRECTIVE ACTIONS BE COMPLETED AND DOCUMENTED IN THE AIR LEAKAGE TEST REPORT; e96 i c. IF INITIAL TEST RESULT EXCEEDS 0.40 CFM/FT2(2.0 L/S'M2),INDICATE THAT CORRECTIVE ACTIONS SHALL ALSO REGISTERED INCLUDE RE-TESTING, - - - - -- - ------- ITECT d. INDICATE THAT CORRECTIVE MEASURES AND RETESTING MUST BE REPEATED UNTIL THE TEST RESULT IS 0.40 CFM/FT2(2.0 L/S-M2)OR LESS; EAST ELEVATION Al F'E e. INCLUDE AIR BARRIER TEST REPORT IN PROJECT CLOSE OUT DOCUMENTATION PROVIDED TO BUILDING OWNER. „-, _ *' „p 6. PROJECT CLOSEOUT DOCUMENTATION IS REQUIRED INCLUDING APPLICABLE CALCULATIONS,WSEC ENVELOPE 689 SF atitM$ ,�•.. COMPLIANCE REPORTS,AND FENESTRATION NFRC RATING CERTIFICATES. / ^i ENVELOPE AREAS AND RATIOS t I NEW OR ALTERED VERTICAL FENESTRATION&GLAZED DOOR AREA NORTH ELEVATION 122 SF 78 SF — r— �� _ MEN € 0 w M C4 EAST ELEVATION N Do 132 SF } a d , I w � o -- i � UwZZ SOUTH ELEVATION C J I-- J 36 SF ,,. --- J W N W 17 SF --I r " Z H WEST ELEVATION -- 77 SF SOUTH ELEVATION a , 1,421 SF81i y W y....3i"w.Wrur' C) " ®ElLU y WEST ELEVATION a C406 EFFICIENCY PACKAGE CREDITS 1,019 SF =- Z_ REQUIRED 6 CREDITS 2018 WSEC C406.1 - La PROPOSED 7 CREDITS �'.eW d `� W M - k k.i ,e 1.MORE EFFICIENT HVAC PERFORMANCE IN 2018 WSEC C406.1 " -��.� ; C4 ACCORDANCE WITH SECTION G406.2 o 00 0 3 CREDITS -:: __ ., W � a 6.DEDICATED OUTDOOR AIR SYSTEM IN 2018 WSEC C406.1 W a ACCORDANCE WITH SECTION C406.6 M F Z 4 CREDITS 17 5� Lu Q W 0 0 d V z Z MOM El �_ - aa � a Sheet Contents: 21 SF CODE INFORMATION AND ' v DIAGRAMS - Revisions: Rev. Date j Owl Drawn By:CB,KV Checked: CB,BP Date: 10/14/2022 Job No.: 656 Sheet No.: A0.22 _ EXTERIOR WALL ASSEMBLIES FLOOR ASSEMBLIES architects �r h }Q } NOTE:SEC4GYPSUM � VIEW NOTE:SECTION VIEW NOTE:SECTIONA NOTE:SECTION VIEW NOTE:SECTION VIEW C-AI C I I I ec s EXISTING n NT VEraNON BARRIER, -- P:(3'SO)336-2155 CEMENT BOARD LAP CEMENT BOARCEMENT BOARD LAP SHEATHING PER FINISH FLOOR AS LASS 204 West EXISTING PE X SIDING SIDINGSIDING : STRUCTURAL - SCHEDULED Montgomery Street GWB,TYP. DRAINAGE MAT ,i DRAINAGE MATDRAINAGE MATMount Vernon,WA 8273 9EXISTING 2UDS w .hkpaxom @ 16"O.C. VAPOR BARRIER,TYP. VAPOR BARRIEVAPOR BARRIER,TYP. FRAMING PER5/8"TYPE X GWB,TYP, - R-30 BATT INSULATIONEXISTING ( ' (2)LAYERS OF 6 (2)LAYERS 5/8"TYPE X STRUCTURAL X FIBERGLASS MAT- GWB.TYP. INSULATIO . WRB,TYP' FACED GYP.SHWRB,TYR EXISTING YP. FRAMING PER STRUCTURAL rA FRAMING PER n: EXISTING SIDING TYP. FRAMING PER 0 STRUCTURAL -' STRUCTURAL di', EXISTINGFIREBLOCK PER IBC / FIREBLOCK PER IBC TrECT� FIREBLOCIBC R-21 BATT EXISTING 1PSUM ( ) n (R-21)BATTFIREBLOCK PER IBC_INSULATION,TYP. .I INSULATION,TYP. SHEATHIN WIRE/STRING TO -„f '4HINGioN SHEATHING PER SHEATHING PER (2)LAYERS 5/8"TYPE X / r SUPPORT INSULATION STRUCTURAL ' STRUCTURAL GYPSUM SHEATHING ❑A EXISTING RATED EXTERIOR WALL(R-19) ❑e NEW TYPICAL EXTERIOR WALL(R-21) ❑c NEW TYPICAL EXTERIOR WALL(R-21) NEW TYPICAL EXTERIOR WALL(R-21) F1 TYPICAL FLOOR RATING-1 HR RATING-NOT RATED RATING-2HR RATING-2 HR GA FILE NO.WP 8105(ASSUMED) GA FILE NO.8418;SEE BELOW RATING-NOT RATED NOTE:SEAL ALL PENETRATIONS WITH NOTE:SEAL ALL PENETRATIONS WITH NOTE:NO EXISTING DOCUMENTS ARE AVAILABLE. SPECIFIED SEALANT SPECIFIED SEALANT NOTE:SEAL ALL PENETRATIONS WITH CONTRACTOR TO VERIFY IN FIELD. SPECIFIED SEALANT INTERIOR WALL ASSEMBLIES NOTE:PLAN VIEW NOTE:PLAN VIEW NOTE:PLAN VIEW NOTE:PLAN VIEW NOTE:PLAN VIEW A EX SHED :: INTERIOR SHED" INTERIOR V 04 2X6 STUDS @ 24" EXISTING 1/2"O.C. 2X4 STUDS @ 24"O.C. 2X6 STUDS @ 24"O.C. 2X6 STUDS @ 24"O.C. ,, SHEATH NG,VIF.PSU M 00 Ww � Q BATT INSULATION WHERE NOTED ON - Q PLAN,TYP. ' (3)LAYERS OF 5/8"TYPE p X GYPSUM SHEATHING 5/8"TYPE X GWB,TVP. 5/8"TYPE X GWB,TVP. 5/8"TYPE X GWB,TYP. - (2)LAYERS 5/8"TYPE X - { Q Q LLJ Q GWB,TYP. Uj EXISTING SHEATHING - EXISTING WALL FRAMING 1 Z � 0 AND INSULATION - i BATT INSULATION BATT INSULATION BATT INSULATION (� W Z Z WHERE NOTED ON WHERE NOTED ON EXISTING 2X4 WALL _ WHERE NOTED ON EXISTING GWB PLAN,TYP. PLAN,TYP. EXISTING GWB PLAN,TVP. J LU N O Q > h Q 1❑ TYPICAL INTERIOR PLUMBING WALL TYPICAL INTERIOR PARTITION WALL TYPICAL INTERIOR PARTITION WALL �a INTERIOR RATED WALL(R-21) 2HR RATED INTERIOR WALL RATING-NOT RATED - RATING-NOT RATED RATING-NOT RATED RATING-2 HR RATING-2 HR(PER IBC TABLE 722.2.1.4(2)) Z GA FILE NO.8418 Q GENERAL NOTES FIRE RATED ASSEMBLY REFERENCES ACOUSTICAL NOTES a w 1. SEE SHEET AOAO GA FILE NO.WP 8418 GENERIC2 HOUR 1. PROVIDE ACOUSTICALLY TREATED(STC)WALL TERMINATION AT ROOF DECK, 6. PARTITIONS MUST BE SEALED WITH A RESILIENT 20-YEAR NON-HARDENING CAULK IN ACCORDANCE V FIRE WITH ASTM C919.PROVIDE AT BOTH FLOOR AND CEILING PLATES. 2. REFER TO SPECIFICATIONS FOR TREATMENT OF ACOUSTICALLY RATED(STC)WALLS. > GrvsuM seEATlxwc,GYPSUM 14 L1_8 aRo,wood STUDS •7. PROVIDE VIBRATION ISOLATION IN AREAS WHERE PLUMBING PASSES THROUGH FRAMING wre c s: 3. REFERENCE STRUCTURAL FOR REQUIRED STUD SIZES UNLESS OTHERWISE NOTED.CONTRACTOR ELEMENTS ADJACENT TO ACOUSTICALLY ISOLATED SPACES. w -XI Ee ti s S I > n - TO REVIEW AND NOTE ANY DISCREPANCIES IN STUD SIZING TO ARCHITECT. B. WHERE A DEMISING PARTITION ABUTS A CONTINUOUS PARTITION(LE.A PARTYWALL ABUTTING A 4. DO NOT LOCATE ACOUSTICAL WALLS'ELECTRICAL AND CABLE OUTLETS WITHIN 24 INCHES OF EACH CORRIDOR WALL),THE GYPSUM BOARD SURFACE ALONG THE CONTINUOUS PARTITION MUST BE OTHER BETWEEN UNITS.SEAL UNITS WITH RESILIENT CAULK.BOXES THAT ARE FITTED CLOSER THAN BROKEN AT THE JOINT OF THE INTERSECTION TO PREVENT FLEXURAL SOUND TRANSMISSION.AN 24 INCHES SHOULD BE FITTED WITH A CLAY-PACK,ONLY WHERE NECESSARY,AT THE BACKSIDE OF EXPANSION JOINT IS SUFFICIENT FOR BREAK. ELECTRICAL OUTLETS.NOTE ANY DISCREPANCIES WITH ELECTRICAL LAYOUT TO ARCHITECT. Q z xm -e a aab w erxs"x:n u e ::�a• auv "': 9. WHERE TWO OR MORE LAYERS OF GYPSUM BOARD ARE USED,JOINTS,BOTH HORIZONTALLY AND 5. PENETRATIONS OF ACOUSTICAL PARTITIONS WITH PIPING,CONDUIT,OR DUCTING MUST BE VERTICALLY,SHOULD BE STAGGERED. .7m,xs s,.,u9a,ad s e n ye m ...tLoao aEawiect i_ ea,--59xw14, COMPLETED TO PREVENT DIRECT CONTACT WITH THE ARTICLE AND SEALED WITH A RESILIENT,20- YEAR NON-HARDENING CAULK. IF THE PENETRATION IS THROUGH A FIRE RATED WALL,ACOUSTICAL 10.SOUND INSULATION SHOULD BE UNFACED AND SECURED TO STRUCTURE TO PREVENT SAGGING. w M FIRE-RATED CAULK SHOULD BE USED. (V w N >LLI 00 r BUILDING ASSEMBLIES. � Q 0) � N Z rQwLLI MATERIALS W G V DIVISION 7 DIVISION 8 d V Z Z O C J 072100 THERMAL INSULATION-WALLS OWENS CORNING THERMAFIBER ULTRA BATT FORMALDEHYDE MINERAL WOOL INSULATION R-23,5.5"THICKNESS 08 80 00 WINDOWS-FIXED PELLA IMPERVIA OWNER TO SELECT COLOR JL J N 072100 THERMAL INSULATION-FLOOR OWENS CORNING THERMAFIBER ULTRA BATT FORMALDEHYDE MINERAL WOOL INSULATION R-30,7.1"THICKNESS 08 80 00 WINDOWS-CASEMENT PELLA IMPERVIA OWNER TO SELECT COLOR (L Q h Q 072100 THERMAL INSULATION-ATTIC OWENS CORNING PINK NEXT GEN FIBERGLAS INSULATION R49,14"THICKNESS 088000 WINDOWS-AWNING PELLA IMPERVIA OWNER TO SELECT COLOR 072500 WEATHER RESISTIVE BARRIER(WRB) VAPROSHIELD WRAPSHIELD SA SELF-ADHERED - 081113 HOLLOW METAL DOOR FRAMES CURRIES CM SERIES FRAMES - Sheet Contents: 072500 FLEXIBLE FLASHING VAPROSHIELD WRAPFLASHING SA SELF-ADHERED - 081113 HOLLOW METAL DOORS CURRIES 777E SERIES TRIO-E - BUILDING ASSEMBLIES 072500 DRAINAGE MAT VAPROSHIELD VAPROMAT 3MM 088000 GLAZING - - MUSTCOMPLYWITH WSEC 07 25 00 HIGH TEMPERATURE SELF-ADHERING GOP APPLIED TECHNOLOGIES GRACE ULTRA - DIVISION 9 MEMBRANE(HT SAM) 096500 RESILIENT FLOORING ARMSTRONG ACCOLADE PLUS OWNER TO SELECT COLOR Revisions: 073113 ASPHALT SHINGLES CERTAINTEED PATRIOT OWNER TO SELECT COLOR Rev. Date 0731 13 ROOF UNDERLAYMENT CERTAINTEED AS RECOMMENDED BY ROOFING ASPHALT SHINGLE MANUFACTURER - DIVISION 10 073113 SELF-ADHERING UNDERLAYMENT CERTAINTEED WINTERGUARD _ 102800 MIRROR BOBRICK CM SERIES FRAMES 24"X36" 07 46 46 FIBER CEMENT SIDING JAMES HARDIE HARDIEPLANK OWNER TO SELECT COLOR,REVEAL,AND 10 28 00 GRAB BARS BOBRICK 6806 SERIES Gal-18",GB2-36",GB-3-42" TEXTURE 074646 FIBER CEMENT TRIM JAMES HARDIE HARDIETRIM BOARDS OWNER TO SELECT COLOR AND TEXTURE; - - DIMENSIONS AS SHOWN 07 72 00 ATTIC VENT ROOF/ATTIC VENT-38 SO IN.NET FREE AREA BLACK 079005 SEALANT(S-1) DOW DOWSIL 795 SILICONE BUILDING SEALANT COLOR TO MATCH ADJACENT FINISHES Drawn By: CB,KV 07 90 05 SEALANT(S-2) DOW DOWSIL 758 SILICONE WEATHER BARRIER SEALANT WHITE(CANNOT BE PAINTED) Checked: CB,BP 07 90 05 SEALANT(S3) TREMCO 834 WHITE(CAN BE PAINTED) Date: 10/14/2022 079005 SEALANT FOR LAPPED METAL TREMCO BUTYL BLACK - .lot)NO.: 07 90 05 BACKER ROD NOMACO SOF ROD SIZES AS SHOWN .: 656 Sheet No.: A0.30 CEILING ASSEMBLIES ROOF ASSEMBLIES NOTE:SECTION VIEW NOTE:SECTION VIEW NOTE:SECTION VIEW NOTE:SECTION VIEW NOTE:SECTION VIEW architects ASPHALT SHINGLES MOUNTVEBNON P:(360)336.2155 BOTTOM CHORD OF ACOUSTICAL CEILING CONTINUOUS ASPHALT SHINGLES Mo ntEst VernontgWm�9ry2,treet MANUFACTURED TRUSS SUSPENSION SYSTEM UNDERLAYMENT —— — (2)CONTINUOUS LAYERS — —— — MODIFIED BITUMEN www•hk'puxa 8 SHIM AS REQUIRED FOR VENTILATION GAP OF UNDERLAYMENT ROOFING A LEVEL CEILING ACOUSTICAL INSULATION VENTILATION GAP SHEATHING PER SHEATHING PER STRUCTURAL STRUCTURAL SHEATHING PER TRUSSES,SEE STRUCTURAL_ TRUCTURAL 2X RAFTERS SISTERED sssi TO EXISTING PER . . . ..... STRUCTURAL TRUSSES,SEE STRUCTURAL REGISTERED STRUCTURAL TECT SUSPENDED R-49 BATT INSULATION R�9 BATT INSULATION EXISTING INSULATION 5/8"TYPE XGWB ACOUSTICAL CEILING IAN D. PPE TILES WIRESTRING TO WIRE/STRING TO EXISTING GWB STATE OF wASHINcioN SUPPORT INSULATION SUPPORT INSULATION C1 GWB CEILING C2 ACOUSTICAL CEILING - R1 TYPICAL SHINGLE ROOF Rz LOW SLOPE SHINGLE ROOF R3 EXISTING LOW SLOPE ROOF RATING-NOT RATED RATING-NOT RATED RATING-NOT RATED RATING-NOT RATED RATING-NOT RATED ACOUSTICAL CEILING DETAILS SUPPORT WIRES,SEE ACT VERTICAL 12 GA.HANGER WIRE 12"GA.WIRE HANGER TO SWAY BRACE DETAIL,TYP. SPACED 4'-0"O.C.ALONG MAIN BEAM STRUCTURE AT EACH CORNER W M TO STRUCTURE ABOVE OF FIXTURE 8"MAX. N ALL WIRE TIES ARE VERTICAL STRUT CAPABLE -- U N TO BE(3)TIGHT OF RESISTING VERTICAL (4)12 GA.WIRES SECURED TO HD ATTACH SLACK WIRES DIRECTLY 14"MIN. TURNS AROUND LOADS AT 12'-0"'O.C. MAIN BEAM WITHIN 2"OF CONNECTION TO FIXTURE AT DIAGONAL ITSELF WITHIN 3" BEGINNING 6-0"FROM WALL OF VERTICAL STRUT TO MAIN BEAM CORNERS M SPLAYED 90 DEGREES FROM EACH U) LULU Q OTHER.45 DEGREES MINIMUM FROM W LU / CEILING PLAN.LATERAL FORCE O O / BRACING SHALL BE PLACED 12'-0"O.C. ...O........ Q IN BOTH DIRECTIONS.WITH THE FIRST = } 90.00° POINT WITHIN 64"FROM EACH WALL \ F ~ � Q SECURE TO STRUCTURE ABOVE 2"MINI. La (j) a Z UU 0 HD MAIN BEAM C7 40 O ATTACH FIXTURE TO CEILING C J •PO SUSPENSION SYSTEM WITH 3 J LU O W O c Sig POSITIVE CLAMP DEVICES N 1j HAVING CAPACITY OF 100%OF 0 Q > Q 0 0 0 0 0 0 0 0 0 o IP ACT LIGHTING FIXTURE WEIGHT IN CROSS RUNNER ANY DIRECTION NOTE:(1)END OF CEILING GRID SHALL NOTE: ALL SPLICES IN BE ATTACHED TO WALL MOLDING.THE WALL TRIM PROVIDE NOTE:SUSPENDED CEILINGS NOTE:COORDINATE AT EDGES OF �-o NOTE:PROVIDE RATED LIGHT OTHER END(AS ILLUSTRATED HERE) LAPPING SUPPORT SO Z SHALL BE INSTALLED PER FLOATING CEILING SO SWAY FIXTURE TENT ASSEMBLY PER SHALL HAVE A 3/4"CLEARANCE FROM THAT ALL TRIM IS ALIGNED. ASTM C636.CISCA ZONES 3-4 BRACING DOESN'T SHOW UL P508(5/8"GWB)FOR ALL WALL AND FREE TO SLIDE.GRID SHALL DEVIATIONS OVER 1/16" 0 &ASCE 9.6.2.6.2.2 LIGHTS IN FIRE-RATED CEILING BE ATTACHED AT(2)ADJACENT WALLS SHALL BE CORRECTED ASSEMBLIES (POP RIVETS OR APPROVED METHOD). OR REPLACED l7 0 WIRE TIES CEILING BRACE A.C.T.SWAY BRACE LIGHT FIXTURE SUPPORT GRID AT WALL Q U) LLI GENERAL NOTES 1. REFERENCE GENERAL NOTES AND ACOUSTICAL NOTES ON A0.30. LU 2. PROVIDE ACOUSTICAL INSULATION AT ALL NEW ACOUSTICAL CEILING TILES. Cl) Q Z_ W W Cl) N LU N . Q7 Cl) LU LU Q � Q 0) � NZ Lu O ofR. 0 a�iVZZ J C J 0_ QtiQ Sheet Contents: BUILDING ASSEMBLIES Revisions: Rev. Date Drawn By:CB,KV Checked: CB,BP Date: 10/14/2022 Job No.: 656 _ Sheet No.: A0.31 DEMO FLOOR PLAN GENERAL NOTES DEMOLITION LEGEND FLOOR PLAN GENERAL NOTES NEW CONSTRUCTION LEGEND <p 1. MECHANICAL WORK IS DESIGN-BUILD. 1. MECHANICAL WORK IS DESIGN-BUILD. COORDINATE WORK WITH ELECTRICAL �� DEMOLISH/REMOVE AND DISCARD COORDINATE WORK WITH ELECTRICAL O IN CONTRACT architects SUBCONTRACTOR. SUBCONTRACTOR. 2. ELECTRICAL WORK IS DESIGN-BUILD. REMOVE;STORE FOR REINSTALLATION 2, ELECTRICAL WORK IS DESIGN-BUILD. EXISTING,TO REMAIN COORDINATE WORK WITH MECHANICAL COORDINATE WORK WITH MECHANICAL MOUNT VEaNON SUBCONTRACTOR. 0 EXISTING,TO REMAIN SUBCONTRACTOR. REINSTALL EXISTING P:(360)336,2155 3. PRESERVE&PROTECT ALL EXISTING ITEMS 3. PRESERVE&PROTECT ALL EXISTING ITEMS 204 West Montgomery Street NOTED TO REMAIN OR NOTED"NO WORK". NOTED TO REMAIN OR NOTED"NO WORK". RBABB F.O.I.O. Mount Vernon,WA 98273 4. DEMOLISH EXISTING GWB AND OTHER WALL 4. EXISTING GWB AND OTHER WALL FINISHES www.hkpa.com FINISHES AS REQUIRED TO COMPLETE SHALL BE PATCHED AND FINISHED TO MATCH F.O.I.C. MECHANICAL,ELECTRICAL,AND PLUMBING ADJACENT FINISHES WHERE DEMOLISHED TO WORK. ACCOMMODATE MECHANICAL,ELECTRICAL, AND PLUMBING WORK. 6961 tr IBC SECTION 1202.4.1-VENTILATION REQUIREMENTS 1 RE IBC 1202.4.1.1.-VENTILATION FOR OPEN EARTH IBC 1202,4.1.2.-VENTILATION FOR COVERED 1 , �;,,- CRAWLSPACE FLOORS CRAWLSPACE FLOORS IT THE NET AREA OF VENTILATION OPENINGS FOR THE NET AREA OF VENTILATION OPENINGS FOR CRAWL SPACES WITH UNCOVERED EARTH FLOORS CRAWL SPACES WITH THE GROUND SURFACE SHALL BE NOT LESS THAN 1 SQUARE FOOT FOR EACH COVERED WITH A CLASS I VAPOR RETARDER SHALL 150 SQUARE FEET(0.67 M2 FOR EACH 100 M2)OF BE NOT LESS THAN 1 SQUARE FOOT FOR EACH 1,500 CRAWL SPACE AREA. SQUARE FEET(0.67 M2 FOR EACH 1000 M2)OF CRAWLSPACEAREA. EXISTING CRAWLSPACE:NO WORK ADDITION CRAWLSPACE: AREA: 1847 SF 1847 SF/1500 BE 1.2 SF VENTILATION REQ'D FOR ADDITION=1.2 SF TOTAL VENTILATION REQ'D:1.2 SF C M W N V N > co W LLI > Q � cl) z aQED m U W Z ? 3 _jwN � OQ > nQ 86-10 1/2" - O O O O O Q A O 8.1 Q C.1 OD D.1 O E.1 OF 18'-103/4" 21'-51/2" T-9" ")-8"" 11'-612" 1T-33/4"18'-103/4" 29'-21Y2" 14'-71/2'j, 22' 3" 11'-93/4 —71/4'_ _ 1 4 0 1/4' 6 1/4' O 1 _ LU -cf EXISTING v = EXISTING CONC. EXISTING EXISTING _ CRAWLSPACE /1 W GARAGE SLAB, .BASEMENT CRAWLSPACE, / EXISTING NO WORK NO WORK _ NO WORK L CONCRETE ` q 'r.. GARAGE SLAB®a 1{ . V^° I SP ,1 TJ EXISTING W M LSPACE O.._ .f-.. • . . _�_ . • `' ... _._ __. __- ___ _.._O. �' - V NTS TO REMAIN W N m .n i W LLI EXISTING FOUNDATION a _O LU > Q WALL CRAWLSPACE Q ?j VENT -'! F- y Z EXISTING BASEMENT AND --- �1 i®, t+ Q LU O COLUMNS �{ W EXISTING DOOR,FRAME, 0 AND STAIR TO REMAIN .® V Z Z 16"x 8"CRAWLSPACE '• . �J J VENT TYP. �.CRAWL PA E J N O CD VENT PRESERVE AND PROTECT k" a aQI� Q EXISTING UTILITIES, - ! —SEE 4 FOUNDATION,SEE a .Sheet Contents: MECHANICAL,NP "� STRUCTURAL �+ i_ `r r. EXISTING FOUNDATION WALL TO REMAIN, FOUNDATION PLAN- PRESERVE AND� +!i - `' DEMOLITION AND PROTECT,TVP. 1__ I ¢ ADDITION EXISTING CRAWLSPACE }}IF� Revisions: VENTS TO REMAIN i tl PRESERVE AND Ie^I! Rev. Date PROTECT,F.V.LOCATION { !,. RAMP FOUNDATION,SEE m of STRUCTURAL I. �. CRAWLSPACEI'. VENT i EQ EQ - Drawn By:CB,KV Checked: CB,BP c D E F A e (B 1 Q c — Date: 10/14/2022 i C 0 , ro.1 E.1 Job No.: FOUNDATION PLAN-DEMOLITION 656 FOUNDATION PLAN-ADDITION � Sheet No.: A2.00 DEMO FLOOR PLAN GENERAL NOTES DEMOLITION LEGEND 1. MECHANICAL WORK IS DESIGN-BUILD, COORDINATE WORK WITH ELECTRICAL DEMOLISH/REMOVE AND DISCARD architects SUBCONTRACTOR. [Z� REMOVE;STORE FOR REINSTALLATION 2. ELECTRICAL WORK IS DESIGN-BUILD. COORDINATE WORK WITH MECHANICAL MOUNT VERNON SUBCONTRACTOR. EXISTING,TO REMAIN p;(360)336-2155 3. PRESERVE&PROTECT ALL EXISTING ITEMS NOTED TO REMAIN OR NOTED"NO WORK". 204 West Montgomery Mount Vernon, Street 4. DEMOLISH EXISTING GWB AND OTHER WALL 73 FINISHES AS REQUIRED TO COMPLETE www.hkpacom MECHANICAL,ELECTRICAL,AND PLUMBING WORK. REGISTERED ITECT IAN D. PPE STATE OF WASHINGTON O V 88'-9 3/4" O D OE 1! 18'-10314" 29'-21/2" q' EXISTING STAIR AND i 71/2" 22'-3" 11'•9 3/4" k LANDING TO REMAIN,TYP, p,y a EXISTING RAMP TO 0 R. r 4 REMAIN,TY . II .. :. DE OLI H PORTION OF -EXISTING WALL,EXISTING - •EX..,. •• 'i. <' '„ : '.., :. 1 - , DOOR AND FRAME PREP -- e 1 _= T^ — — ---- ---- r It7 II �^ FOR DOOR INSTALLATION Ds M W N ... DNS--> .._. " T. UP it ^ rn WWw � \ \ BN�- �^ rb LU FT- w / DN ^r ,+ i� -.. DEMOLISH EXISTING LAP L. V Z -- \ SIDING,AND BUILDING W Z WRAP,TYP. J W ♦j a DEMOLISH ," ...1 DOOR,PREP EX S ING i ' �. '"" ., ..r. I I •`.; a ..:' WALL FOR INFILLI TG H t DEMOLISH WINDOW,PREP ZO 9 1 ,,... II a FOR INFILL EXISTING KENNELS DEMOLISH ND 0 S,PREP .. �T ROR WINDOW EX. EPLACEMENT,TYP. U DEMOLISH PORTIONS (/) —JL OF EXISTING WALLS W DEMOLISH PORTION .. --. �LF1 1 ...... ..T�T_r u. _. _. _ qO L) OF EXISTING SIDING ° ` AND WRB —EXISTING SINK AND > COUNTER TO REMAIN --..- EX.MECHANICAL UNIT ° TO REMAIN DEMOLISH EXISTING LU DOWNSPOUT RELOCATE EXISTING (n MECHANICAL UNITSEE DEMOLISH EXISTING HVAC SIDING AND WRB,CORNER DEMOLISH EXISTING "' TO CORNER,TYP. Q WINDOW,PREP FOR DEMOLISH OF G EXTERIOR Z NFILL � yq. WALL AND WINDOW,TYP. DEMOLISH PORTION W M OF EXISTING 1 "+ DEMOLISH EXISTING I-_ 04 EXTERIOR WALL,TYP, a WINDOWS,PREP FOR W 00 ... ' INFILL > 1 01 O W LU QQ v �°J E/ F = QN0 � LU n FIRST FLOOR PLAN-DEMOLITION _ �, x (� 3/16„_1_0" U Z Z •�J � J CL Sheet Contents: EXISTING FIRST FLOOR PLAN-DEMOLITION Revisions: Rev. Date Drawn By:CB,KV Checked: CB,BP Date: 10/14/2022 Job No.: 656 Sheet No.: A2. 10 FLOOR PLAN GENERAL NOTES NEW CONSTRUCTION LEGEND ROOM FINISH SCHEDULE SEE SPECIFICATIONS FOR MATERIAL TYPES AND SCHEDULES.SEE REFLECTED CEILING PLAN FOR CEILING FINISHES, 1, SEE MECHANICAL FOR MECHANICAL FLOOR FINISH TYPES WALL FINISH TYPES architects WORK. 0 IN CONTRACT TYPE MATERIAL BASE REMARKS TYPE MATERIAL FINISH REMARKS 2. SEE ELECTRICAL FOR ELECTRICAL EXISTING,TO REMAIN WORK. A EXISTING EXISTING PRESERVE AND PROTECT 1 EXISTING EXISTING PRESERVE AND PROTECT 3, PRESERVE 8 PROTECT ALL EXISTING REINSTALL EXISTING B SHEET VINYL 1 RUBBER 2 GWB PAINT MOUNTVERNON ITEMS NOTED TO REMAIN OR NOTED 0 P:(360)336-2155 " WORK", C SHEET VINYL 1 INTEGRAL COVE 3 FRP FACTORY HEIGHT PER ELEVATIONS;CLASS C MINIMUM. 204 West Montgomery Street 4. EXISTING F STING GWB AND OTHER WALL ;"_.. .O.LO'FINISHES SHALL BE PATCHED AND D CARPET TILE RUBBER 4 MR GWB Mount Vernon,WA 98273www.hkpa.com FINISHED TO MATCH ADJACENT F.O.LC. ------ FINISHES WHERE DEMOLISHED TO E SHEET VINYL INTEGRAL COVE 5 EXISTING PAINT ACCOMMODATE MECHANICAL, ELECTRICAL,AND PLUMBING WORK. 6961 REGISTERED TECT IAN D. PPE STATE OF WASHINGTON 861-101, A Y B.1 C C.1 1 u/ D.1 OE E.1 F 21'-51/4" 7'-9 3/4" -11 12' 10,-8 1/4" 11'-7" 63t- l INFILLOPENING 712 FELINE-DESIGNATED MAIN ENTRY r___________________________________________________________________________ .�__ 2 1 EXISTING DOOR AND EX FRAME,TYP. D EX DS 23 UP LU Cl) N CAT 'E—x-0 RAGE IX.TREATMENT KEWNELBz W LIJ, a WINDOW,SEE W 22 SCHEDULE, U NQ I/ - ❑ I- Z _DN EXISTING BUILDING - DN FEE 102.47 2 INFILL OPENING Q a LU 0 LU Z EXISTING SINK,TYP. i 0 \ ...,.,I 2 A e Ez xecEVT ox I a) L) W Z z u F J A 1z UP ' C J i1 3JWNd' j ZRAMP, A SEE CIVIL AND 0 Q , ^ a II I STRUCTURAL,TYP. II IX.8'TORAeE IX.6NOOM IX.IIOOM E glllE�TMExM A 6 I _ (1)LAYER OF 5/8 TYP X Z ' 5 GYPSUM WALL BOARD EX Dg -9 ...._ 11 .0 ❑ (`3lI __ ._________________________ --_r__________________b /,,,,; 4 �- 3 I .—. ❑ DS INE IN (1)LAYER OF 5/8"TYP X L .J 'PROPOSED ADDITION MAINN ENTRY IGNATED V GYPSUM WALL BOARD auxoaar 3 2 • 3 r • L.-.._ EX.MECHANICAL UNIT - _ TO REMAIN,SEE HVAC D c oe z FEE 102.47 r, UNCONDITIONED SHED r , 1 ,- ^� L W (pl�� SPACE— B R2 2 Ri • �i-'C • _ 11 1 JE_ _,,.m REcaeTmx 11 P 4.10 �.�. u _ a I — Z DOOR AND FRAME AS I• Mlxax auxoaav 2 SCHEDULED-. Ilii rz- - c �. 2 .: W Cl) CONCRETE PAD FOR MEDGAS --- N TANK STORAGE SHED, f- 7 - aTE SEE CIVIL D - � J I STAIRS,SEE CIVIL AND W c�za- _ WAITING MEA STRUCTURAL > 00 (1)LAYER OF 5/8"TYP X L_'._ �,- I .. _ _ `- -a 1e z M A3.15 2 GYPSUM WALL BOARD W - J 1 -..- - c z - W QQ • ❑ -..., W - _ F1 2 A3.14 Q __ EXAM CONCRETE WALKWAY O SEE CIVIL— r ' 2] 7 A3.13 - ._ ," 11 2 2 A3.11 r a _ 0 z ( W PASS-THRU RELITE 'Hoot BTA a - r yl J 2 f T 11 N (� Z Os U W SINK,SEE PLUMBING, p l_ Z CL MECHANICAL -�r2 toa c za - I J _ = Sheet Contents: EQUIPMENT,SEE HVAC rF7i L ; 30'X 48"CLEAR FIRST FLOOR PLAN- OFERCE 2 M �� FLOOR SPACE FOR ADDITION ADAACCESSIBLE -- BENCH — — - Revisions: _I __ - 1ADAACCESSIBLESCHEDULED,TYP. - , BENCH Rev. Date WINDOWAS ED YDSDS 5 - - - - - - - - - O II L---- ------------------- ---- --- - - --- -- - -I- --------._. -- -- -o -------- _..__ ADA CLEAR a FLOOR SPACE 2 -,- Drawn By:CB,KV A3.12 A3.15 j Checked: CB,BP RAMP,SEE CIVIL AND C C.1 `/D� D.1 - E E,1 �F���STAIRS,SEE CIVIL AND Date: 10/14/2022 STRUCTURAL-- B'1 `-' O STRUCTURAL Job No.: 656 � IRST FLOOR PLAN-ADDITION Sheet No.: A2. 11 FLOOR PLAN GENERAL NOTES NEW CONSTRUCTION LEGEND 1. MECHANICAL WORK IS DESIGN-BUILD. COORDINATE WORK WITH ELECTRICAL E__1 IN CONTRACT architects SUBCONTRACTOR. 2. ELECTRICAL WORK IS DESIGN-BUILD. C`.� EXISTING,TO REMAIN COORDINATE WORK WITH MECHANICAL MOUN>-vecwON SUBCONTRACTOR. REINSTALL EXISTING p;(360)336-2155 3. PRESERVE&PROTECT ALL EXISTING ITEMS 204 West Montgomery Street NOTED TO REMAIN OR NOTED"NO WORK". .-.-., F.O.I.O. Mount Vernon,WA 273 4. EXISTING GWB AND OTHER WALL FINISHES SHALL BE PATCHED AND FINISHED TO MATCH F.O.I.C. w .kkpaxom ADJACENT FINISHES WHERE DEMOLISHED TO ACCOMMODATE MECHANICAL,ELECTRICAL, AND PLUMBING WORK. LEI A\ F'NF OQ B.1 CO C.i OD D1 OE E.i OF - L�18'-103/4" 21'-5112" �— T-9" 4-0' 10'-81/4" 11'-83/4" fi", 1T-33/4" 7 12" 2 - — D 77 ` - ---- -- O -.. -.... --- - ------ — -- i1P- 1 .....- .... �ZJ M w, VCm N QI, \ DN 00 S LU � Q � Z w j Q Q Cl) D \ \ G) tJ W Zz C / 3JLU04 W I II I O Q > i. Q 2 1' Q_ F— T-W Q VI CLEAR Q 101/2 LIJ - 3'-912" CLEAR (� r — — — > _ LLI 1/4" 17U A4.10 L � N F — — > 00 L _ - 00 2 A3.14 LLI > Q A3.13 2 —_rL 2 A3.11 d C/) O P LU LLI I— Z Z - NOTE:DIMENSIONS ARE FROM L J N M m FACE OF FRAMING TO FACE FZ Q ~ Q OF FRAMING,TYP. — Sheet Contents: F — — —1 F_ — — , FIRST FLOOR PLAN- ADDITION DIMENSIONS PLAN r Revisions: - - o va^ — w 11'-33/4" 1T-71/4^°° o'_T'. Rev. Date 5 — - - — — — — — — — — — — O I 4-111, F DP N — 2 , Drawn By: CB,KV \ A3.12 A3.15 \ OO Checked: CB,BP Oe 1 c 1 OD D 1 O E.1 Date: 10/14/2022 Job No.: .. 9114' 1T-3314" 12'-03/4" „_4" � 656 n FIRST FLOOR PLAN-DIMENSIONS Sheet No.: 3/16"=1.0„ A2. 12 FLOOR PLAN GENERAL NOTES NEW CONSTRUCTION LEGEND <FD 1. MECHANICAL WORK IS DESIGN-BUILD. COORDINATE WORK WITH ELECTRICAL IN CONTRACT architects �� I yTL � � SUBCONTRACTOR. 2. ELECTRICAL WORK IS DESIGN-BUILD. I, EXISTING,TO REMAIN COORDINATE WORK WITH MECHANICAL SUBCONTRACTOR. REINSTALL EXISTING Mo VEMv 3. PRESERVE&PROTECT ALL EXISTING ITEMS P:(3W)336-2155 NOTED TO REMAIN OR NOTED"NO WORK". F.O.I.O. 204 West Montgomery Street 4. EXISTING GWB AND OTHER WALL FINISHES Mount Vernon,WA 98273 SHALL BE PATCHED AND FINISHED TO MATCH F.O.I.C. w .hkpaxom ADJACENT FINISHES WHERE DEMOLISHED TO ACCOMMODATE MECHANICAL,ELECTRICAL, AND PLUMBING WORK. IT RE:= IUD O Q B.1 OC (C.1O D.1 0 E.i 0 I y 18'-10314------------------------- 29'-31/4„ 1 4'-63/4.1 '" 22,-3" 11'-91/2' I I Oi EXISTING RAMP -;�. W M �] z 04 qDN - R LLI 01 W Cn W Q w H N Z / DN WZWO L Z N 1 \ UP N 3JWNQ' 0 Q > 1 Q -Z I Z O ---I _ m I 1 Q 000 '� -- ---- - - - --- - '4Cn ` W LU \ SURGERY LU ra W M 31 s' W Co STEHILGATIOR WNIIHG MFA '' 'y> C� st LU Q QGOC STRTbNR ME — W r t" urn " LLI J L J N W (L 7*11 n E {' � NOW; � Sheet Contents: ' >6 NWOR BURGERY FIRST FLOOR PLAN- omcE ADDITION CASEWORK& / _ EQUIPMENT PLAN Revisions: Rev. Date -- 5 — — — — — — — — — — —� UP Z Drawn By:CB,KV Checked: CB,BP Date: 10/14/2022 B1 O C D (O+ O. E.1 Job No.: 11'-9 1/8" 11'-3 5/8" 12'-4 3/4' 11'-0.1 656 n FIRST FLOOR PLAN-CASEWORK EQUIPMENT /W�'\1 Sheet No.: A2. 13 I REFLECTED CEILING PLAN GENERAL NOTES RCP GRAPHIC LEGEND PLAN LEGEND CEILING FINISH SCHEDULE -4<�D CEILING FINISH TYPES architects 1. X-XX"FOR CEILING HEIGHT DENOTES"CEILING TIGHT TO STRUCTURE,FIELD VERIFY" 2X4 SUSPENDED ® 2X4 RECESSED LIGHT FIXTURE ® EMERGENCY EXIT SIGN NEW TYPE MATERIAL FINISH REMARKS 2. EXISTING LIGHTS AND DEVICES NOT SHOWN AT ACOUSTICAL CEILING 1 EXISTING,TO REMAIN A ACOUSTIC CEILING TILE BY MANUFACTURER MOUNT VERNON EXISTING CEILING WHERE NO WORK IS NOTED. P: NT RNON 55 3. ELECTRICAL,VENTILATION,PLUMBING AND RELATED WALL MOUNTED EXTERIOR F O.I.O. B GYPSUM WALL BOARD PAINT 204 West Montgomery Street SYSTEMS ARE DESIGN-BUILD. GWB ® 2X2 RECESSED LIGHT FIXTURE g LIGHT FIXTURE Mount Vernon,WA 98273 4. LIGHTING ITEMS SHOWN HERE ILLUSTRATE DESIGN INTENT.INSTALLED SYSTEMS MAY VARY,SYSTEMS 771 F.O.I.C. www.hkpa.com TO BE DESIGNED AND SUBMITTED BY ELECTRICAL CONTRACTOR, D SURGERY LIGHT FIXTURE RECESSED CAN LIGHT 5. VENTILATION SYSTEM COMPONENTS NOT SHOWN. (�( O SYSTEM TO BE DESIGNED AND SUBMITTED BY FIXTURE MECHANICAL CONTRACTOR. - . O PENDANT FIXTURE EeslKIPPEI ED CT IA STATE OF WASHINGTON E.1 OF DEMO EXISTING CEILING AND INSTALL NEW AS SCHEDULED LIGHT FIXTURE,SEE ELECTRICAL W Cl) EX 9AIHR°°IN N oo :��4�1 EXISTING FIXTURE,TYP. W U) T > ...eunM _ Q f% ... - 1 MEN j EXISTING CEILING Z FINISH,TYP. IQ Z LU O W Z ... _ .—. 3 � w CJ C � -- t) RECESSED LIGHT IN —•_'------°� SOFFIT TO MATCH I smnAoe_� H��m ` 1 ,00 Ix RLI—EN(I � ... EXISTING LIGHT AND SPACING,SEE ELECTRICAL Ex coyR,poR I - Fx Ifl 1,1 CONTINUE TONGUE AND GROOVE SOFFIT TO MATCH EXISTING SOFFIT 0 W ......—.__ ............ ___..O I o 0 0 U L- F —-- W E°RMERY of RECEFlICN A Z CA) O O OI W M N ETERRMATXIN W N A Dfl EXIT SIGN,TYP. > III a) O ExAM SEE ELECTRICAL (1) W Q WA -I.I.- LL Q ' GWB SOFFIT O d O ;U."TR ° PENDANT LIGHTING W CONTINUOUS SOFFIT LU VENT,TYP. SEE ELECTRICAL X VV°oeuno \� AEa° JNZ� W(Z- 9 Q WMN0 MEA 0 0 " Sheet Contents: III REFLECTED CEILING PLAN 0 CFFIC! E%MI Revisions: A sssa^ A ��s'w• CONTINUOUS SOFFIT Rev. Date VENT,TYP. O Drawn By: CB,KV ICI EXTERIOR LIGHT Checked: CB,BP FIXTURE,SEE Date: 10/14/2022 ELECTRICAL Job No.: � 656 EA � Sheet No.: 1 31OR REFLECTED CEILING PLAN A2. 14 ATTIC VENTILATION CALCULATIONS ROOF PLAN GENERAL NOTES NEW CONSTRUCTION LEGEND REQUIRED ROOF VENTILATION _ 1. SEE MECHANICAL FOR ALL MECHANICAL RELATED IN CONTRACT ROOF AREA 2,8375E EAVEVENTILATION WORK, REQUIRED VENTILATION 1/300 EAVE VENT(WEST) 2 SEE ELECTRICAL 9 SF VENTILTILATION'144(IN.PER SQ.FT.) EAVE LENGTH 44 FT FOR ALL ELECTRICAL RELATED EXISTING,TO REMAIN SF 3. SEE PLUMBING FOR ALL PLUMBING RELATED REINSTALL EXISTING 9 SF WORK. Imo' I�--1 p 1,266 IN°VENTILATION JOIST BAYS(24") 22 JOIST BAYS -.--_ architects I I itects F.O.I.O. 8331N2 EAVE VENTILATION (3)1.6"DIA.VENT HOLES G 3•[3.14.0.5% 8331N'RIDGE VENTILATION EACH JOIST BAY 21.21N2 PER JOIST BAY F.OJLC. MOUNT VERNON P:(360)336.2155 PROPOSED ROOF VENTILATION EACH VENT AT ONE SIDE 21.2 IN''22 BAYS 204 West Montgomery Street 466 IN' Mount Vernon,WA 98273 RIDGE VENTILATION-OPTION 1 EAVE VENT(EAST) I ROOF PLAN DEMOLITION GENERAL NOTES DEMOLITION LEGEND www.hkpaxorn RIDGE VENT _ EAVE LENGTH 43 FT RIDGE LENGTH 54 FT 1 CONDITIONS.R TO FIELD VERIFY EXISTING ROOF �/� DEMOLISH I REMOVE AND DISCARD JOIST BAYS EN 22 JOIST BAYS Z SEE MECHANICAL FOR ALL MECHANICAL MANUFACTURED PRODUCT 54 FT X 151N2/LF (3)1.5"DIA.VENT HOLES 3•[3.14'(1.5')] RELATED WORK. REMOVE;STORE FOR REINSTALLATION 0?151N PER 1 LF =810 IN 2 EAVE VENT>6331W REQUIRED EACH JOIST BAY 21.2 IN'PER JOIST BAY 3. SEE ELECTRICAL FOR ALL ELECTRICAL RELATED "`-�-� EXISTING,TO REMAIN seal RIDGE VENT PERCENTAGE 810 IN21(8101N2+9321N2) EACH VENTAT ONE SIDE 21.21N'•22 BAYS WORK REGISiTEC D 810 IN2/1742 IN2 488 IN' 4, SEE PLUMBING FOR ALL PLUMBING RELATED 46.6% WORK. W�PPERIDGE VENTILATION-OPTION 2 TOTAL EAVE VENTILATION 9321N'EAVE VENT STAT ROOF VENT 9321N'EAVE VENT>6331N'REQUIRED MANUFACTURED PRODUCT 1N2/501N2+18.64.18 01601N2 EACH ROOF VENT PERCENTAGE 18 X 50 IN2=9001N2 00IN2 (9IN2+932 IN2N2/1832 IN2 f,932 9.1% LU Cl) V N N > 00 - 0) W W LU Q � z Cl) wz3: L X N V Q1 U LLI Z z 3JWNW O Q > f� Q 18'-103/4" 29'.21/2"___ 4'-71/2" 22'-3" 6 1V-93/4" 40'-41/4" T-9" 4'-01/41 10'-81/4" 11'-83/4" 8, 11'-33/4" - Z ASPHALT SHINGLES,TYP. 71/2 O DS I.18.430i,�1843 .I 1 ... ili __........._ - _. ....._-.� Q I a LLI US � II "::� II i,II �Ir /1 9 4/1 0 I, I r 18.43 18.43" , 1 ilk 44 � ' 4 ... �rn lJJ EXISTING RIDGE �. 'S'jq 33.69" Z LU N W � EX./ OVERFRAMING .:._. , CF) EX. _-_ _ _..... - SEE STRUCTURAL ". ..._ ......_.._...03 W LLI Q P m , - _.. 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DEMOLISH EXISTING FASCIA, / GUTTERS AS NEEDED - - - -- - - — os - - -1 F . - —� Drawn By:CB,KV 5 -r-r DEMOLISH EXISTING T Checked: CB,BP BUILDING,SEE SITE PLAN AND CIVIL,TYP. \� _ Date: 'I O/14/ZO22 Job No.: 656 .Sheet No.: n ROOF PLAN-DEMOLITION 2 ROOF PLAN-ADDITION A2. O �,_0, �,_0, WINDOW AS SCHEDULED PRESERVE EXISTING architects STRUCTURAL FRAMING AT TOILET,SEE DEMOLISHED WINDOW, PATCH AND PAINT LIGHT FIXTURE,SEE MDUNT—NON PREP FOR PARTIAL INFILL WALL AS ELECTRICAL,TYP. P:(360)336.2155 PLUMBING AND PATCHING SCHEDULED,TYP. 204 West Montgomery Street VANITY LIGHT,SEE PAINT EXISTING Mount Vernon,WA 98273 10'-83/4" SINK,SEE PLUMBING ELECTRICAL'TYP . WALLAS <p INFILL EXISTING SCHEDULED,TYP. W{VW.hkpYAOIN GRAB BARS,TYP, 1'-5" � OPENING TO FRAME MIRROR HOLD NEW WINDOW,AS 2"REACH DEPTH SCHEDULED,TYP. q t\1� 24" DOOR AND FRAME AS REIMAING WALL TO GRAB BARS,TYP. - SCHEDULED,TYP.SD 1 � 6961TOILET,SEEeeasee^ OPLUMBING,TVP. C o ,.oT30"x48"ADA SINK CLEAR _-IB2 FRP,TYP. 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Z ' F.01.0. �� a r " W M COUNTERTOPT N _ BRACKETS, LU 00 _____ ____� FRP,TYP. N i Ma Cl) LULU CASEWORK,F.O.I.O. // \ `. - INSULATORAT Q 2 EXPOSED SUPPLY AND J__ - - - \ - DRAIN LINES ZF - - - - - - g srew�vanoN — ~ Cl) 0 SINK,SEE PLUMBING. - 3 �k',r>` " I 18"MIN 18"MIN = Lu Lu LLI O I.,`�.✓A`rs" CLEAR CLEAR ++ x C7 4 STERILIZATION-NORTH WALL r STERILIZATION-EAST WALL J N 1/4„=1'_0" 1/4„=1,_0„ ILQI� Q DRYER,F.O.I.O. f f Sheet Contents: ENLARGED PLANS AND INTERIOR ELEVATIONS Revisions: WASHER,F.O.I.O. Rev. Date I I FRP EQ. 4'_0" EQ. , - WASHER AND DRYER, INTEGRAL COVE BASE t J ?;� F.O.I.O Drawn B CB,KV s ,r Checked: CB,BP Date: 10/14/2022 B.1 cO OD Job No.: 41 656 n ENLARGED STERILIZATION/LAUNDRY PLAN U U STERIL1/4lIZATION-SOUTH WALL U STERILIZATION-WEST WALL Sheet NO.: A2.40 D.1 0 E.1 NEW CONSTRUCTION LEGEND N/A IN CONTRACT architects EXISTING,TO REMAIN INFILL WALL AT REINSTALL EXISTING MOUNTVE NON DEMOL SHED OPENING, (360)336-2155 PATCH AS REQUIRED. PAINT CORNER TO - _ ,_; F.O.I.O. 204 West Montgomery Street CORNER OF ENTIRE Mount Vernon,WA 98273 EXISTING WALL. 10'-61/2" SHELVING,F.O.LO.. F.O.I.C. ww .hkpa.com TALL CASEWORK,IT CABINET,F.O.I.O. O� CASEWORK:F.O.LO. A F z _ ssei 11 I F 121 / O 1 Z / r � I RECEPTIOR e1 t I wnnxc nREn 04 I I 00 WALL CABINETS I W a W 2 FE ��RECEPTION DESK,F.O.I.O. SOFFIT BEYOND Lu — — — — (— TALL CASEWORK Q s.,.>...: G.W.B.SOFFIT.TYP. ,. _ } I' FIRE EXTINGUISHER FIRE EXTINGUISHER OP CASEWORK AND > Z 7 CABINET,TYP. CABINET,TVP. BEY D 3 SHELVING BEYOND Q Q Q ADA CLEAR FLOOR r 6 W A8 30 RECEPTION DESK, 7 � LLJ Z SPACE,TYP. SHELVING,F.O.LO. I A630 F.O.LO. 8e. - '' C9 A6 30 A6.30 L (Y RECEPTION DESK, d U LLI Z Z V' F.O.I.O. J L J J t a a o � —i Z 0 n ENLARGED RECEPTION AREA PLAN n RECEPTION AREA-FRONT DESK L 3/8"=1'-0" L 1/4"=1'-0" n W4ITINGOAREA-FRONT DESK F- 0 0 Q Cn W U_ SIM SOFFIT OPENING IN EXISTING SOFFIT A6.30 A8.30 A8.30 LLI WALL,SEE STRUCTURAL FOR FRAMING EXIT SIGN SEE ELECTRICAL SHELVING,F.O.I.O., PAINT WALLS AS T.p „(,.; SCHEDULED,TYP. PARTITION WALL, _ Q EX WAITING PAINTAS i ROOM OPEN SCHEDULED WAITING ROOM MINOR Z q BEYOND OPEN BEYOND FE SURGERY BEYOND CASEWORK,F.O.I.O. OPEN .au t BEYOND LLI M ui SEATING,F.O.I.O. ~ N -� _' << a BASE,TYP. LLI 04 (n Ill a � Q r Q LU Q 6 RECEPTION AREA-NORTH WALL 5 RECEPTION AREA-SOUTH WALL RECEPTION AREA-WEST WALL ~F, Lu � (� 1/4„=1,_0„ 1/4„=1,_0, �1/4„=1,_0, (� Z Z (L Q Q Sheet Contents: ENLARGED PLANS AND INTERIOR ELEVATIONS Revisions: Rev. Date Drawn By:CB,KV Checked: CB,BP Date: 10/14/2022 Job No.: 656 Sheet No.: A2.41 NEW CONSTRUCTION LEGEND DEMOLITION LEGEND —<p Q IN CONTRACT DEMOLISH/REMOVE AND DISCARD architects EXISTING,TO REMAIN Q T� REMOVE;STORE FOR REINSTALLATION 0 REINSTALL EXISTING _] EXISTING,TO REMAIN MOUNT VERNON P:(360)336-2155 F.O.I.O. 204 West Montgomery Street Mount Vernon,WA 98273 F.O.I.C. www,hkpu-com REGISTERED ITECT Y22'-3" 33'-10118" 18'-71/4" �rJ EXISTING DORMERS TO IAN D. PPE L L U REMAIN STATE OF WASHINGTON �f IT DEMOLISH EXISTING EXISTING WINDOW - SHINGLES,PROTECT TO REMAIN DECKING,TYP. _ — _ — __ T.O.PARAPET WALL � 121-11 5/6"" DEMOLISH EXISTING �j WINDOWS,TYP. \ �� / DEMOLISH EXISTING SIDING N DEMOLISH EXISTING �' �� PROTECT SHEATHING,TYP. GUTTERS,TYP. ff� SE EXISTING ENTRY - _ ��j� - COND FLOOR TO REMAIN r.�. ;��11..L�r1 L -1'-_, �. !J1 M 04 EXISTING GARAGE DOOR V 04 T > Go - EXISTING DOWNSPOUT N W W Q nAt i, mm Lu Q%� ��/ uum um nnmmmmuuna n uuuu � �• � � _ FIRST FLOOR � � �IJII11111NIHfl1111 — Z iuunt�innnumi°mmiunia . — _— 102'-5 5/—8"v 0 wzW � L x 2 EXISTING G GE FFE 41 V W Z Z 100'-8 13/32" 3 J W N x 0 < > t� Q n NORTH ELEVATION-DEMOLITION Z 3/16„=1,-0„ — - -- 0 Q N UJ 0 UJ N Q Z_ WOE OA M � N W N y 22'-3" 33'-10 118" 18'-9 3/4" . 01 �I SHINGLES EXISTING WINDOW Qj = ~ Z — _ — — — _ _ — /�� T.O_PARAPETWALL = Q W O 121'-115/� r � INFILL WALL WITH """"' L) Z Z FRAMING AND LAP 1 SIDING,TYP I li "Q J 72 N J WWII DOWA NDFLEDRTYP. \\ it 73 SIDING d Q Q Sheet Contents: GUTTERS,TYP. EXTERIOR ELEVATIONS SECOND FLOOR EXISTING ENTRY � 111'-55/ Revisions: az 22 as 44 �a �I - � Rev. Date ...� _ FIRST FLOOR — I Drawn By:CB,KV EXISTING GARAGE FFE Checked: CB,BP 100'-8 13/32" Date: 10/14/2022 Job No.: 656 NORTH ELEVATION Sheet NO.: 3/16"=1-0„ --- — A3. 10 DEMOLITION LEGEND NEW CONSTRUCTION LEGEND mil- DEMOLISH/REMOVE AND DISCARD IN CONTRACT Q/:3 REMOVE;STORE FOR REINSTALLATION F_ EXISTING,TO REMAIN architects :I EXISTING,TO REMAIN 0 REINSTALL EXISTING MOUNT VERNON P:(360)336-2155 --- F.O.I.O. 204 West Montgomery Street ..... Mount Vernon,WA 98273 — F.O.I.C. www.hkpa.com 6961 q O3 2 REGISI ERE' TECT 3'-67/8"� 22'-8112" TA D. PPE DEMOLISH EXISTING STAiE OF WASHINGTON PARAPET DEMOLISH EXISTING SIDING AND UNDERLAYMENT, DEMOLISH EXISTING DEMOLISH EXISTING PROTECT SHEATHING,TYP. BUILDING AND SHINGLES,PROTECT ASSOCIATED — _ — — DECKING,TYP. FOUNDATIONS EXISTING DETACHED — — — 7 _—_--_ T.O.PARAPET WALL � 121'-11 5/8� GARAGE BEYOND ��i�� / mac-- ^^��� DEMOLISH EXISTING (NO WORK) / % - r --- WINDOW b _---____ ______________ '%" DEMOLISH EXISTING GUTTER DEMOLISH EXISTING \. SIDING,PROTECT i UNDERLAYMENT,TYP. "�- - SECOND FLOOR I� /-8.-70 W M EXISTING RAILING L) N > 00 EXISTING CONCRETE N W / WALLBEYOND W Q Illlfl Il1lAllll�ll II W L > / / % Illtl'll II IJIIJtlIIJ II II FIRST FLOOR Q �L/ / ')IIII �JN1t1UII��I�U ..- li 102' S 5/8' ~ t j Z _EXISTING GARAGE FFE W Z W 100'-8 13/32" u L: x Z 4) L) W Z ? 3 J W N OQ > I� Q EAST ELEVATION-DEMOLITION Z 3/16"=1'-0" -- - O f— f7 G Q W U_ > Q' W U) 0' Q Z_ W 5 p O3 n W M 40'-6718" 3'-67/8., 22'-81/2" Y 1LLI N 1 > 00 4.10 W > Q I � Q � ALIGN SHINGLES G1 Z — — IN INSTALL T.O.PARAPET WALL = Q W O - - — — — — — — — — — _ it,,, — — 121'-115/8" u F— W � H EXISTING DETACHED GARAGE BEYOND , y SHINGLES,TYP. 0V Z Z g WINDOW,TYP.SEE J J m . . . . . . . .§° . . . . . . . . . . . . WNDOW TYPES AND Q. Q Q a+ �° SCHEDULE o �m GUTTER AND FASCIA SIDING,TYP. Sheet Contents: LAP SIDING,TYP. _ _ _ _ SECOND FLOOR EXTERIOR ELEVATIONS DOWNSPOUT,TYP. - 111 -5 5/8" u RAILING,TYP.SEE A3.20 EXISTING RAILING Revisions: 48 Rev. Date Tr� E EXISTING CONCRETE WALL BEYOND FENCE ALONG ALLEY ------_. IJIM '— CONCRETE STAIRS,SEE ' "° - - -- - _ EXISTING GARAGE FFE - CIVIL DS — _. _ 100'-8 13/32" LDrawn By:CB,KV CRAWLSPACE VENT, Checked: CB,BP SEE STRUCTURAL Date: 10/14/2022 Job No.: 656 (�)_EAST,ELEVATION_ Sheet No.: 3/16 =T-0" A3. 11 DEMOLITION LEGEND NEW CONSTRUCTION LEGEND DEMOLISH REMOVE AND DISCARD IN CONTRACT architects Il�l.ip C�S REMOVE;STORE FOR REINSTALLATION �_ EXISTING,TO REMAIN E] EXISTING,TO REMAIN REINSTALL EXISTING MOUNT VERNON P:(360)336-2155 --; F.O.1.0. 204 West Montgomery Street - ----- Mount Vernon,WA 98273 F.O.I.C. www.hkpa.aOm F 6961 DEMOLISH EXISTING ROOF PARAPET,SEE DEMOLISH EXISTING T STRUCTURAL FOR ROOFING DOWN TO ROOF EAVE EXTENSION SHEATHING,PREP FOR IAK f'C FRAMING OVERFRAMING,FIELD VERIFY CONDITIONS, ^I Iv SEE ROOF PLAN AND OUTLINE OF EXISTING STRUCTURAL BUILDING,NOT SHOWN FOR CLARITY — — -- — — _ T.O.PARAPET WALL I1 �� V 1 / — — — — — 118'-ROOF55/8" V i / I DEMOLISH EXISTING i' FASCIA AND GUTTERS AS REQ'D FOR ADDITION ` r/ SECOND FLOOR — 111'-5 5/8" N M DEMOLISH PORTIONS OF W N EXISTING EXTERIOR _U - f WALL AND WINDOWS, (14 PREP FOR ADDITION � � r; . EXISTING RAILING TO V) � W M - REMAIN,TYP. W W > Q �IIIIII Vj FIRST FLOOR Q 102'-5 5/8" H - -- .�.__ • / — --_ EXISTING GARAGE FFE Il W Z W H 100'-8 13/32" V L LU EXISTING MECHANICAL DEMOLISH EXISTING SIDING L TEMPORARILY REMOVE EXISTING MECHANICAL EQUIPMENTAS REQ'D FOR V W Z Z UNIT TO REMAIN AND UNDERLAYMENT SIDING REPLACEMENT.COORDINATE REINSTALLATION WITH MECHANICAL J f- J PROTECT SHEATHING,TYP. SUBCONTRACTOR J W 3 N OQ > I� Q n SOUTH ELEVATION-DEMOLITION Z LJ 3/16„=11_01, Q H Q W _U > Q' W LIGHTING FIXTURE,SEE ELECTRICAL a EXISTING SKYLIGHTS, APPROXIMATE LOCATION 11'-91/B" 11'-35/8" 12'-03/4" 11'-4" W M H N N ROOF OVERHANG A4.10 > 00 ROOF INN TO EXISTING W M Q LLJ GUTTER �` 0� Q \ T.O.PARAPET WALL Il Gj F- Z — — — — — — -1111 5/8„ 7 Q 121' LU ROOF n �1 W O — _ 1 0„ s-. — — — — 118'-5 5/8" V Z Z SEE d Q N a LIGHTING FIXTURE, ELECTRICAL EXTERIOR SIGNAGE,SEE ALIGN SIGNAGE SCHEDULE tContents: SECOND Sheet j � 1 V 111'-5 5/g" V EXTERIOR ELEVATIONS All l ! RAILING,TYP.SEE A 3.20 � RAMP,TYP.,SEE CIVILIL ReVISIOnS: — Rev. Date FLOOR FIRST _ C „ I • .. .. '.". _. ��, < _'.- -,• _ --_ EXISTING GARAGE FFE Ll i 1 SIDING,TYP. — 100'-8 13/32" EXISTING MECH.UNIT, SEE HVAC. UNCONDITIONED SHED Drawn By: CB,KV SPACE MECHANICAL HIM DOOR AND FRAME Checked: CB,BP EQUIPMENT,SEE HVAC AS SCHEDULED,TYP. Date: 10/14/2022 CONCRETE WALKWAY, .JOh NO.: E IL WINDOW AND FRAME 656 SEE CIVIL AS SCHEDULED,TY P. RAMP,SEE CIVIL AND Sheet NO.: STRUCTURAL n SOUTH ELEVATION A3. 12 DEMOLITION LEGEND NEW CONSTRUCTION LEGEND = DEMOLISH I REMOVE AND DISCARD 0 IN CONTRACT JIM REMOVE;STORE FOR REINSTALLATION [......_� EXISTING,TO REMAIN architects EXISTING,TO REMAIN 0 REINSTALL EXISTING MOUNT VERNON P:(360)336-2155 -... F.010O 204 West Montgomery Street Mount Vernon,WA 98273 F.O.LC. www.hkpa.com 6961 n O REGISTERED DEMOLISH EXISTING `/ O ITECT WINDOW,TYP. AN D. PPE EXISTING DORMER STATE OF WASHINGTON BEYOND > t 3/4„/i,0„ DEMOLISH EXISTING PARAPET 8.30- DEMOLISH EXISTING _ �� ---- r T.O.PARAPET WALL SIDING AND BUILDING /j�.i � � ��` — — — 121'-11 5/8" WRAP,ALL SIDES j/ '.j".'""' •`` ..' L DEMOLISH EXISTING EXISTING DOOR AND ��� j� /// �i BUILDING AND FRAME,TYP. a 6°' //j% / �, �� ASSOCIATED FOUNDATIONS t/�� y/� i '� ,�•"•�''� EXISTING STAIRS AND / Y / /j/ / '/ "'=:�: '^"'"""' �' % W M RAILING BEYOND--------,,,. �/ / �% / U N > W FIR02F6058 LLI W � Q i — EXISTING GARAGE FEE ILL a: � ER > Z wz _ J W N OQ > I� Q i WEST ELEVATION-DEMOLITION Z 1 3/ 0„ _Q F-- Q W U W Q Z_ Q WINDOW,TYP. O V O �oJ W M T CONTINUOUS RIDGE VENT, F- nl TYP. W W EXISTING DORMER A4.10 LIGHTING FIXTURE,SEE ' O EXISTING ADDITION BEYOND ELECTRICAL. w ; Q Lu Q UNCONDITIONED SHED ,4� ASPHALT SHINGLE ROOFING AREA FOR MEDGAS = I.- STORAGE _ _ T.O.PARAPET WALL }' Q Lu CONCRETE WALKWAY, -_ 2 07/8" ._....T — — _ _ _ SEE CIVIL. - 121'-11 5/� F- W - --.�_ / GUTTER,TYP.EXISTING DOOR AND E-]>-' UZJFRAME,TYP. WINDOW,NP.SEE O ' OINSTALL NEW TRIM 6jl_l- WINDOW TYPES AND i J N � SCHEDULE a Q ti Q DOWNSPOUT,TYP. -_-- m Sheet Contents: EXTERIOR ELEVATIONS RAILING,SEE A3.20 EXISTING STAIRS r - - -- CONCRETE RAMP,SEE CIVIL INSTALL NEW RAILING `/ -- ^, -- - Revisions: '\ _ / >� 3 2 PROPOSED FENCE - 4 ALONG ALLEY Rev. Date FIRST FLOOR — - 102'-5 5/8" Is - _ _ EXISTING GARAGE FFE 100'-8 13/32"v Drawn By: CB,KV .j MECHANICAL UNITS, Checked: CB,BP SEE HVAC Date: 10/14/2022 DRYERVENT,VERIFY Job No.: LOCATION IN FIELD 656 WEST ELEVATION Sheet No.: ` 3/16"=V-0" A3. 13 FIBER CEMENT LAP VENTILATION GAP VENTILATION GAP SIDING " SHEATHING PER CONTINUOUS ROOF ASPHALT SHINGLES,TYP. STRUCTURAL VAPOR BARRIER EXISTING ROOF UNDERLAYMENT,TYP. CONTINUOUS BEAD OF SHEATHING WHERE SEALANT BASE,TYP.AS SCHEDULED architects APPLICABLE CONTINUOUS SELF- PREFINISH LED META ADHERING CONTINUOUS(S-3) MOUNT VERNON UNDERLAYMENT,TYP. EXTEND WRB UP TO DRIP FLASHING,FULLY SEALANT JOINT AT / SHEATHINGUNDERS DE OF ROOF SEALED HEMMED EDGE BOTTOM PLATE P:(360)336--2155 INTERIOR FLOORING, 204 West Montgomery Street K, k WRB,TYP.— '` AS SCHED,TYP, Mount Vernon,WA 98273 - 4'� ASPHALT SHINGLES,TYP. `�� �BAy'CIA HOLE AT EACH '., www.hkpo.com e;. "36 STRIP OF HT S.A.M.,TYP. INTERIOR SIDE . � FIBER CEMENT TRIM , CONTINUOUS STRUCTURAL ROOF TURE,SEE PREFINISHED METAL GUTTER CLEAT FLEXIBLE FLASHING, sssl WRAP CORNER AND REGISTERED S-1 SEALANT EXTEND 1/2"ONTO ITECT 7 PREFINISHED METAL :a� FOUNDATION 6„ GUTTER,TYP, A:.� LAN D. PPE FLOOR ASSEMBLY PER STATE OF WASHINGTON PREFINISHED METAL A0.30 HEAVY GAUGE SUPPORT MATCH DRIP FLASHING,FULLY ``• "' """ 4' BRACKETS "`` "^'' "• "-'•:? EXIST SOFFIT,G SEALED HEMMED EDGE CLASS I OR CLASS II VAPOR RETARDER, FULLYSOLDERED " FULLY SEAL TO STAINLESS STEEL CLASS I OR CLASS II d FRAMING MEMBERS VAPOR RETARDER, OPEN GUTTER DROP,TYP. FULLY SEAL TO �" VAPOR BARRIER II FRAMING MEMBERS {,v CRAWLSPACE� WET SET IN FULL BED OF JI S-1 SEALANT. VAPOR BARRIER II VENOTNLOCATES SOFFIT WALL TYPE PER PLAN SEE ROOF PLAN PREFINISHED METAL TRIM4 FIBER CEMENT ADDITIONAL E BOTTOM DOWNSPOUT,TYP. ANCHOR BOLT PER FOR OVERHANG SHEATHING PER OF SOFFIT NEAR FASCIA PREFFASCIAISHED METAL WITH HEMMED STRUCTURAL #, BOARD :•: \ STRUCTURAL EDGE �S-2 SEALANT CONCRETE CONTINUOUS METAL CLEAT INTERIOR SIDE FOUNDATION WALL, --CEMENT BOARD LAP SEE STRUCTURAL (n SIDING Cl) n TYPICAL EAVE/GUTTER DETAIL rl TYPICAL EAVE TO WALL TRANSITION FOUNDATION TO.WALL DETAIL lL > DO W I J J rvl � Q _ 2x6 CONTINUOUS CEDAR RAIL FOR STAIN � Z 2x4 CEDAR TOP RAIL FOR W Z ~ STAIN I 2x2 BALUSTER FOR L C7 1 ALIGN RAILING SLOPE STAIN V LLI Z Z CHANGE WITH EDGE OF NOSING 2xB CONTINUOUS CEDAR J ~ O 1 1/2" STEEL ANDRAIRCOATED 6 RAIL FOR STAIN Q Q ; ^ IX CLEAR 3.20 1 2x4 CEDAR TOP RAIL FOR -POWDERCOATED STEEL STAIN HANDRAIL SUPPORT Z BRACKET 0 1-112"0 POWDERCOATED O STEEL HANDRAIL Q 4x4 CEDAR POST FOR I Q STAIN CEMENT BOARD LAP I LU SIDING I L`) 0 DRAINAGE MAT IL W O 4x4 CEDAR POST FOR N O STAIN } WRB 0 POWDERCOATED STEEL Q Z VAPOR BARRIER y HANDRAIL SUPPORT BRACKET 6"x6"PREFINISHED l` PREFINISHED METAL 1 N METAL STEP FLASHING---____ DRIP FLASHING WITH IjJ N HEMMED EDGE,TYP. 00 12"STRIP OF SAM ,. -2x2 BALUSTER FOR d7 ASPHALT SHINGLES,TYP. - STAIN Q 5; c F Z INTERIOR SIDE SROOF TRUCTURAL SEE 2x4 CEDAR BOTTOM RAIL — kwH �6 W Lu Q FOR STAIN III = 1 0 2x4 CEDAR BOTTOM RAIL V V Z - FOR STAIN •� I-III-I o_ Q ti Q II1=1II II —_ Sheet Contents: a, BOLTS PER STRUCTURAL, -, III - w EMBED POST IN N CONCRETE,TYP. EXTERIOR DETAILS CIVIL EXPANSION JOINT Revisions: 1/2 BACKER ROD AND Rev. Date ' S-1 SEALANT TRIM, �6/4X 4 FIBER CEMENT — _ - SHEATHING,PER _III—III i ICI III III- _.,STRUCTURAL ���� II° MIS �'�-IIII-III-III-_ � I -----IIIIII WRB,TYP. 4 ✓" _ - I I=I 15 — —I�LCONCRETE Drawn By:CB,KV . ....,�.,.._ .....W,; .. = —_I — Checked: CB,BP I I I— I—II- Date: 10/14/2022 III- III- FOUNDATION,STAIR, — —III— - AND SIDEWALK,SEE Job No.: STRUCTURAL 656 4 TYPICAL ROOF TO SIDEWALL ASPHALT SHINGLE n METAL STAIR RAILING SECTION n METAL STAIR RAILING SECTION ELEVATION Sheet NO.: 3"=1'-0" 3"=1'-0" 1 1/2"=1'-0° A3.20 <11 architects MOUNT VERNON P:(360)336.2155 204 West Montgomery Street Mount Vernon,WA 98273 z I- www.hkpa.com Aa10 ---- ------CLASS I OR CLASS II VAPOR RETARDER,FULLY SEAL TO FRAMING MEMBERS E8E1 REGISTERED .., ITECT RIDGE SHINGLE IAN • STATE OF WASHINGTON RIDGE VENT — RI ..... .........r 1U118lRY' ' NOR RELEPiX]N WARINOMG I l _.._ .......— W SUNOERY I OT 16 ASPHALT SHINGLES _ .I Uj Cl) T U — - FIRS 102FLOOR W 04 — 2' N ' S 5/8 — 0)UNDERLAYMENT W Q — — -— rr_.iL.�L SHEATHING, -III W _ B.O.FOOTING C Q =1 I— --1 1 1—I I 1 1 1: ==I!I' •__ --III--III—I l III--1 ar-5 5/5 } Z SEE STRUCTURAL I"' O _ W z W 0 ROOF TRUSS L iE SEE STRUCTURAL C J H Z J O B.1 C.1 �Dl E.1 0 Q > Q �3LIDGE VENT DETAIL BUILDING SECTION A z 3"=1'-0" 3/16"=1'-01. 0 H 0 Q W U 111 z Ix W Cl) CLASS I OR CLASS II VAPOR 1 ~ N RETARD ER,FULLY SEAL TO A4.10 W 00 FRAMING MEMBERS - • (A W Q - I IX r U3 0 a v z ? uP RoonNc "VLINER UPSIEMv L PWNBINO vEM 3'IMV PNUOL I.^i PLUMIIND VENT ---ONf RECE,SEl!iU3XING, �. PREHNISHGU MEWL RGOi VENL BA,M..81RIP%NO �E % AM SPELTGi ONS SE!IN {'F ' A lN1M A IXAM �' A IIGM` / ` RICCPTNIN \\PLY.TYP, GF SFAIAM I.NDT SELL l \ LMNEW � � ,, Sheet Contents: UNDERLAYNRNT sH xcLE RGOE rG ' _ : BUILDING SECTIONS —PUP— - BAN.oRPp -ROOT V Ey- PLY i \\ (HOOD 11 1 Ol PIA..EU LEAD / 1.01 NNRvf.N Revisions: r PL �`y — _ _ FIRST FLOOR �] BFDOF BEALANT \ III— \ - �Da°Mr°.RTec�"`aEt � \ � —_ _ _ 102 5518 Rev. Date aMrrfD roR - :. BNIIeLt aR`' \ e cINRItt � RODFINB,TYP. . R D t , ,a L :2 _ B.O.FOOTING 97-5 5/ �77 - EXISTING BASEMEN_ T�1 �`^�.... Sr�RiPnNcePLY ROONNG UND L 8 5/�8" 1 ERU01ENr ,III -III Drawn By:CB,KV Checked: CB,BP Date: 10/14/2022 Job No.: 656 Sheet No.: —- 5PLUMBING VENT DETAIL n ROOF VENT DETAIL �LUILDING SECTION B A4. 1 �. O NTS NTS 3/16"=1'-0" architects MOUM VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 www.hkpa.com 6961 IAN��DIIE 2x OUTRIGGER,SEE OF STRUCTURAL,TYP, 5 O O FASCIA BOARD,TYR � C/) Cl)LLJ CLASS I OR CLASS II ROOF OVERFRAMING,SEE N VAPOR RETARDER, ! STRUCTURAL ; 04 FULLY SEAL TO R2 Iv - M FRAMING MEMBERS R? _ROOF _ ROOF W LLJ ; Q TRUSS FRAMING, 118=5 5/ 1'16'-5 5/" Q SEE STRUCTURAL,TYP. _ CLASS IOR CLASS II WALL TYPE AS VAPOR RETARDER, ~ Cl) Z SCHEDULED,TYP. 2'-0"MAX. FULLY SEAL TO EXISTING ROOF FRAMING Q Q LLI Q FRAMING MEMBERS AND SHEATHING W L Z_ B BRACE,SEE PORTION OF ER Z STRUCTURAL,TYP. DEMOLISHED ROOF d V LLI Z R1 �? EAVE,NEW WALL CEILING AS TIGHT TO EXISTING � Q V , SCHEDULED,TYP. STRUCTURE O Q ' KNEE WALL FOR y EXISTING ROOF RETROFIT,SEE Z STRUCTURAL O CLASS IOR CLASS II GUTTER,TYP. VAPOR RETARDER, DOOR AND FRAME AS FULLY SEAL TO SCHEDULED,TYP. BRACING,SEE Q FRAMING MEMBERS STRUCTURAL _ _ � FD LLJ CEILING AS SCHEDULED,TYR �L- BRACING,SEE pppCEILING,AS STRUCTURAL SCHEDULED,TYP. ! IY A EXISTING CEILING FINISH 11J b I Z GUARDRAILAND i - HANDRAIL TYP. SEE A3.20 W M ~ 04 STRUCTURAL I W N FLOOR AS SHEATHING,SEE > 00 SCHEDULED,TYP. CONCRETE STAIR,SEE STRUCTURAL,TYP. 0) OPP STRUCTURAL,TYP. CONCRETE RAMP -► I t1.1 > Q STEM WALL,SEE EXISTING EXTERIOR WALL Q STRUCTURAL,TYP. F1 Fi FURNITURE,F.0.1.0. Ft � � f"e - -FIRST10F55 R n FIR02F500R I� - ----- - FIRS02_F5Q t H W W O _.. _ V �1 FOUNDATION DRAIN I I I I-I I I —III - III—III— �-- __I I I I I I_I I II I I I I II I I I I II I I I I II I I I I I I I I II I I I I II I I I I I— I ^vZ FOUNDATION,SEE STRUCTURAL,TYP. 0�EXIS7ING FLOOR ASSEMBLY N z d Q C Q -I 1-III=III _ _ -�CLASS 1 VAPOR RETARDER,TYP, - —III— _III :: : — ii Sheet Contents: ENTIRE CRAWLSPACE - —III III-I-I-I :III--- Y _ LEDGER,SEE EXISTING CRAWLSPACE WALL SECTIONS 8, .. ... STRUCTURAL,TYP. �III�III I I III- III II I� i DETAILS — _ BO.FOOTIN� - � � — " B.O.FOOTING B.O.FOOTING OIL - 97'-5 5/8" — — — - — — — 97'--5 5/8 - - 97'-5 5/8" Revisions: Rev. Date EARTH FILL,TYP, FOUNDATION,TYP. CRAWLSPACE,TYP, SEE STRUCTURAL CLASS I VAPOR �,- ' CLASSIVAPOR � RETARDER,TYP. I RETARDER,TYP. ENTIRE CRAWLSPACE--' ...IIli ENTIRE CRAWLSPACE -- - EXISTING BASEMENT - - - - - — - 93'-8 5/6T Drawn By:CB,KV Checked: CB,BP Date: 10/14/2022 Job No.: 656 WALL SECTION Al WALL SECTION B1 WALL SECTION B2-EXISTING TO NEW TRANSITION Sheet No.: A5. 10 ORAS SCHED. 'OR AS SCHED. OR AS SCHED. {�'(''� p/'�f1c P.LAM.CASE WITH 1,_2„ architects EDGING - P.LAM CASE W/EDGING,TYP " P.LAM.CASE W/EDGING,TYP. MOUNT VERNON P.LAM.SHELF WITH EDGING ,TYP. P: 360 33G2755 0 0 p o P.LAM SHELF W/EDGING,TYR t 204 West Montgomery Street P.LAM.SHELF W/EDGING.TYP. Mount Vernon,WA 98273 m rn rn DRILLED SHELF tO rn u? y DRILLED SHELF SUPPORT wWW hkpn.Com SUPPORT HOLES WITH < iv < HOLES WITH SHELF PEG,TYP. w DRILLED SHELF SUPPORT O- O SHELF PEG,TYP. s O O P.LAM DOORS W. _ rn HOLES WITH SHELF PEG,TYP. EDGING,TYP. P.LAM.COUNTER AND P.LAM,COUNTER N O sssi p BACKSPLASH o AND BACKSPLASH o - [� w T U ao U SURFACE MOUNTED w ro rn rn SINK w P.LAM.COUNTER a AND BACKSPLASH y �� \ 1-6„ O o- r ¢ 1 I CAP ENDS,TYP, v a O �. J m 2x2 TUBE STEEL COUNTERTOP SUPPORT BRACKETS _ _ . 17 U I I @ 3. N < N.¢ - o y �P.LAM DOORS m P.LAM DOORS W/ ¢ © v p W/EDGING,TYP. BASE TO MATCH ROOM FINISH I \ O EDGING,TYP. O O SCHEDULE 6 NOTE: 2'-0" 8 2'-0" J/(\\\\N_ / ONLYRERTOIR SUPPORTCOUNTER BRCKETS _ 2'-0"OR AS SCHED. \ _ / @ OR AS SCHED. OR AS SCHED. / GREATER THAN 3'-0"IN LENGTH. n TYPICAL BASE AND UPPER CABINET SECTION n TYPICAL SINK CABINET SECTION r TYPICAL DRAWER CABINET SECTION n TYPICAL TALL CABINET SECTION n TYPICAL COUNTERTOP W N U=1'_0" LJ 3/4"=1'_0" U 3/4"=1'_0" 3/4"=1'0" \J 3/4'=1,�„ > 00 LU W j Q z Lu Lu O W � Z W Z — �L __ � JWNO' -- - -- - -- OQ > r� Q SEE GENERAL NOTES \ / Z FINISHED PANEL AT - 2'-6" . BACKSIDE w 2.._103/4" WIREGROMMET@ o P.LAM.COUNTER P 6,. 36"O.C. _ /II 0\ _ ♦� P.LAM.COUNTER to BEYOND Q - P.LAM.COUNTER WITH EDGING O / W o - r o o , CASING BEYOND DIVIDING PANEL- -- - -- -- \- -- - -- / - - W FINISHED BOTH SIDES �. DRAWER.TYP. / UTILITY CHASE \ / DIMENSIONS SHOWN TO 14 CENTERLINE OF STRAPPING,TYP. W M W 00 CLEAR CLEAR > 01 Q TYPICAL ADA SERVICE COUNTER-OPEN BELOW n TYPICAL OPEN WORK STATION WITH CHASE r1 TYR CASEWORK BLOCKING W Q G7D � Z W 0 L) z J J IZQ r- Q Sheet Contents: CASEWORK DETAILS Revisions: Rev. Date Drawn By:CB,KV Checked: CB,BP Date: 10/14/2022 Job No.: 656 Sheet No.: A6.30 DOOR&FRAME SCHEDULE SIZE DOOR FRAME DETAILS 1918 WSEC DOOR FIRE HARDWARE GLAZING MAXIMUM MAXIMUM architects NO. WIDTH HEIGHT TYPE MATERIAL FINISH RATING TYPE MATERIAL FINISH HEAD JAMB 1 JAMB SILLRHRESHOLD TYPE TYPE U-FACTOR SHGC NOTES Exterior MOUNT VERNON 1 1 3'-0" 7'-0" C I HM I PAINT - C HM PAINT 1/A7.10 3/A7.10 3/A7.10 2/A7.10 EXIT GL-2 0.80 0.38 P:(360)336-2155 A HM PAINT 1 B HM PAINT 1/A7.10 3/A7.10SIM VA7.10SIM 2/A7.10SIM 204 West Montgomery Street - Mount Vernon,WA 98273 7 T-0" T-0" B HM PAINT B HM PAINT 1/A7.10 3/A7.1 I 3/A.10 1 2/A7.10 1 EXIT GL-2 1 0.37 w .hkpa.com 1 1 A 3'-0" T-0" B I HM I PAINT B HM PAINT 1/A7.10 I 3/A7.10 1 3/A7.10SIM I 2/AT10 I EXIT GL-2 1 0.37 Interior 3 3'-0" 8'-8" A WOOD STAIN _ A WOOD STAIN 4 T-0" V-S" A WOOD STAIN _ A WOOD STAIN 5 T-0" V-8" A WOOD STAIN A WOOD STAIN SA 3'-8" 8'-8" A WOOD STAIN - A WOOD STAIN - - - - - - 6961 SB 3'-0" 8'-8" A WOOD STAIN - A WOOD STAIN - - - - - - - - CLOSER NOT PERMITTED REGISTERED 9A 3'-0" 8'-8" A WOOD STAIN - A WOOD STAIN ITECT 9B 3'-0" 8'-8" A WOOD STAIN - A WOOD STAIN - - - - - - - �WAGTON 10A 3'-0" 6'-8" A WOOD STAIN - A WOOD STAIN - - - - - - - - STA 10B 3'-0" S'•8" A WOOD STAIN A WOOD STAIN 11B V-0" e'-8" A WOOD STAIN A WOOD STAIN 11C 3'-0", S'-8" A WOOD STAIN A WOOD STAIN 17 3'-0" 8'-8" A WOOD I STAIN A WOOD STAIN 22 3'-0" 8'-8" A WOOD I STAIN A WOOD STAIN GLAZING TYPES DOOR TYPES SEE A7.20 FOR GLAZING TYPES AS Ase. As SCHED. SCHED. SCHED. TYPE PER PLAN 5/R M4 FIBER CEMENT S-1 SEALANT o // o / o // W M VAPOR BARRIER - J / J J V N FIBER CEMENT / / / N DRAINAGE MAT 5/8"GWB,FINISH AS 1/2"BACKER ROD AND LAP SIDING w w a Do ��WALL SCHE S-1 SEALANT DRAINAGE MAT y \ N (n W WRB,TYP. \\ ¢ in w LU FRAMING PER y Q DOOR AS SCHEDULED -WRB,TYP. in m, S :+ STRUCTURAL .r. Z FIBER CEMENT �,< LAP SIDING S-3 SEALANT r-- - - - - - TYPE A TYPE B TYPE C Q Q W O PREFINISHED METAL fI <o W Z �J DRIP FLASHING WITH a. $�; (SOLID PANEL) (HALF LITE) (DOUBLE LITE) WOOD TRIM FOR STAIN, UPTURNED END TYP.MATCH EXISTING DAMNS,FULLY SEAL i TRIM SIZE AND PROFILE > GENERAL NOTES d W Z V ? HEMMED EDGE 1. COORDINATE LOCATION OF EXIT DEVICES WITH DOOR RELITES. 3 J W N 5/4x4 FIBER CEMENT 1/4'BACKER ROD AND FLEXIBLE FLASHING, 2. COORDINATE DOOR HARDWARE WITH DOOR, O Q ' Q TRIM -S-2 SEALANT WRAP OPENING PREFINISHED METAL DRIP FLASHING WITH UPTURNED END FRAMING PER DAMNS,FULLY SEAL STRUCTURAL Z HEMMED EDGE WALL TYPE PER PLAN FRAME TYPES o S-1 SEALANT FLEXIBLE FLASHING, - VAPOR BARRIER 1/4 BACKER ROD AND RECITE WRAP OPENING S-2 SEALANT-- S-3 SEALANT HM DOOR AND FRAME, -1x4 WOOD TRIM r I�-iu iv AS SCHEDULED 1 1/2" W ,5° U W TYPICAL EXTERIOR DOOR HEAD �1 TYPICAL EXTERIOR DOOR JAMB N — — — 3,=T-0° 3„=1_0„ a TYPE A TYPE B TYPE C (RABBETED WOOD) (HM) (HM) Z W THRESHOLD;WET SET IN W M FULL BED OF SEALANT W N DOOR AND FRAME AS FULLY-SOLDERED , OD SCHEDULED STAINLESS STEEL PAN FLASHING.WET SET IN V) W Q FLUID-APPLIED FLASHING. W SEALANT I� Q SDEWALK,SEE FLOOR FINISH AS = ~ CIVIUSTRUCTURAL SCHEDULED r Q W O i= LU 1/4"EXPANSION JOINT .1r. +' 10: WITH FILLER BOARD d J N D: 0_ Q � Q FLUID-APPLIED III '- FLASHING Sheet Contents: `+ DOOR SCHEDULE,TYPES IIIIII &DETAILS Revisions: FOUNDATION,SEE — "i° Rev. Date STRUCTURAL — FLOOR FRAMING AND SHEATHING PER STRUCTURAL —III '• x.. HANGER PER STRUCTURAL 2 TYPICAL EXTERIOR DOOR THRESHOLD Drawn By:CB,KV ` 3"=1'.0" Checked: CB,BP Date: 10/14/2022 Job No.: 656 Sheet No.: A7. 10 WINDOW SCHEDULE ROUGH OPENING 2018 WSEC WINDOW GLAZING MAXIMUM MAXIMUM architects NO. TYPE WIDTH HEIGHT AREA TYPE NSEW A a PF U-FACTOR SHGC 2 W1 3'-6" 5'•012" 18SF GL-1 W 3'-0" 8'-3" 0.6 0.40 0.61 MOUNT VEaNON 3 Wi 3'•6" 5'-012" 18 SF GL•1 'W 3'-0" 8'-3" 0.5 0.40 0.81 P:(360)336-2155 4 W1 3'-6" 5'-012" 188F GL•1 W 3'-0" 6'•3" 0.5 0.40 0.61 204 West Montgomery Street Mount Vernon,WA 98273 B Wi 3'-8" 4'-2" 163E GL-0 E 4'-6" 4'-0" 1.1 0.40 1 0.61 www.hkpa.com 9 W2 3'-0" 5'•8" 17 SF GL-1 E 4'-8" 5'-7" 0.8 0.38 0.81 11 Wi 4'-8" 4'-0" 18SF GL-1 S 2'-0" 7'-6" 0.3 0.40 0.46 22 W13 2'-0" 4'-8" 9SF GL-4 N 4'-8" 3'-3" 1.4 0.40 0.61 40 W2 T-6" 4'-2" 15 SF GL-1 E 4'-1" 3'-V 1.2 0.38 0.61 41 W2 3'-8" 4'-2" 15SF 6L-1 E 4'-1" 3'-V 1.2 0.38 0,61 42 Wi T-6" 5'-012" 18SF GL-2 N 4'-6" 3'-V 1.2 0.40 0.61 696i REGISTERED 43 W1 4'-10" 4'•0" 20 SF GL•1 N 3'-0" 5'•3" 0.8 0.40 0.81 ITECT 44 Wt 4'-10" 4'-0" 20 SF GL-1 N 3'•0" 5'-3" 0.6 0.40 0.61 _ 46 W2 2'-O" 4'-0" 8SF GL-2 E 4'-8" 3'-3" 1.4 1 0.38 0.61 IAN D. PPE 62 Wi 4'-6" 4'-0" 18 SF GL-2 S 2'-0" 10'-0" 0.20.40 0.48 STATE OF WA3HINGT0 88 W4 4'-0" 3'-0" 12 SF GL-1 W 1'-0" 4'-8" 0.2 0.40 0.46 68 W4 4'-0" 3'-0" 12 SF GL-1 W 1'-0" 4'-8" 0.2 0.40 0.46 72 Wi 4'-10" 4'-0" 20 SF GL-1 N 1'-3" 5'-10" 0.2 0.40 0.56 73 W1 4'-10" 4'-0" 20 SF GL-1 N 1'-3" 5'-10" 0.2 0.40 0.56 75 W2 3'-6" 4'-2" 15 SF GL-1 E 4'-8" 4'-0" 1.1 0.38 0.61 77 W7 3'-6" 4'-2" 15 SF GL-1 E 4'-8" 4'-0" 1.1 0.40 0.61 78 W1 2'-O" 4'-O" 8SF GL-1 N T-O" 5'-3" 0.6 0.40 0.61 WINDOW TYPES LU U N � AS SCHED. AS SCHED. > 00 ASAg g- - 01_ W W > Q w w i } HZ _ = L) Ha' fn / NOT USED N Q Q W O a W Z_ G L D/ d V W Z Z y 3 J W N W a a OQ > I- Q TYPE Wi TYPE W2 TYPE O TYPE W4 (CASEMENT) (FIXED) (SINGLE HUNG) (AWNING) Z O F- 0 0 Q W U_ RELITE SCHEDULE > TYPE ROUGH ROUGH SLL GLAZING RELITE NO. MARK WIDTH HEIGHT HEIGHT TYPE NOTES LU R1 _ Ri 2-0 3-0" -0" Z_ W M F- cV RELITE TYPES GLAZING TYPES > . 00 a GLA INSULATED GLAZING LU Q ?� GL-2 INSULATED SAFETY GLAZING GL-3 SAFETY GLAZING 6 N Z AS SCHED. GL-4 INSULATED PRIVACY GLAZING += Q W O H LU � W V U Z 2 .JZJ w tlQNQ U In Sheet Contents: a WINDOW SCHEDULE& TYPE R1 TYPES (FIXED) Revisions: Rev. Date Drawn By:CB,KV Checked: CB,BP Date: 1 011 4/2 02 2 Job No.: 656 Sheet No.: A7.20 <p SHEATHING S.A.M.,TYP. '6" architects itects MIN. ROUGH 1/4"BACKER ROD AND MOUNT VERNON FRAMING g" WRB,TYP. WALL TYPE PER PLAN 5/4 X4 FIBER CEMENT BEALANT p•(3611)336-2155 MIN.' TRIM SHIM AS REQUIRED 1/2"BACKER ROD AND 204 West Montgomery Street g LAP SIDING ( DRAINAGE MAT Mount Vernon,WA 98273 FRAMING PER S-1 SEALANT FLEXIBLE FLASHING, MIN. STRUCTURAL S-1 SEALANT WRAP OPENING cvww.hkpa.Com DRAINAGE MAT J� FLEXIBLE FLASHING, Ir �/ WRAPOP:RING 1/4"BACKER ROD AND WINDOW AS SCHEDULED1X TRIM,RIP AS NEEDED LEAVEBACKINGIN CUTHERE 1/4"BACK ROD AND S-2 SEALANT LAP SIDING PLACE UNTIL WRB PREFINISHED METAL S-2 SEALANT 112"BACKER ROD AND IS APPLIED DRIP FLASHING WITH WRB,TYP. SA SEALANT __ "6I 8 UPTURNED END - - REGISTERED DAMNS,FULLYSEAL I S-3 SEALANT _ ITECT MIN. HEMMEDEDGE r _ _ 5/4X4 FIBER CEMENT WRB LAPPED TO TRIM p TRIM— MIN. D. PPE S.A.M.,TYP. DRAIN 5/4 X 4 FIBER CEMENT - TRIM TRIM WINDOW AS SCHEDULED PREFINISHED METAL STATE of WASHINGiGN DRIP FLASHING WITH UPTURNED END DAMS, FRAMING PER FULLY SEAL HEMMED _ STRUCTURAL 114"BACKER ROD AND EDGE PREFINISHED METAL S-3 SEALANT DRIP FLASHING WITH UPTURNED END FLEXIBLE FLASHING, S-3 SEALANT DAMNS,FULLY SEAL WRAP OPENING HEMMED EDGE SHIM AS REQUIRED FULLY-SOLDERED S.A.M.LAPPED SHIM AS REQUIRED DRAINAGE MAT STAINLESS STEEL PAN OVER WRB AT SILL WINDOW AS WALL TYPE PER PLAN FLASHING SCHEDULED 1X TRIM,RIP AS NEEDED 1X TRIM,RIP AS NEEDED FRAMING PER WRB,TYP.STRUCTURAL WALL TYPE PER PLAN 1/4"BACKER ROD AND S-3 SEALANT S-3 SEALANT LAP SIDING TRIM n TYPICAL WINDOW WRAP DETAIL G TYPICAL WINDOW HEAD -,,,TYPICAL WINDOW JAMB n TYPICAL WINDOW SILL Cl) M U NTS 3„_ _0„ 3„=1,_0„ 3„=1,_0„ V N N > 00 REINSTALL EXISTING SKYLIGHT Ly W ; a V.I.F. RIVET PER SKYLIGHT W N Q 4 MANUFACTURER Z 1" FASTENER Q 2 VARIES;V.I.F J BEAD LU Z ~ ROOFING ASSEMBLY r7 2X6 FRAMING y cU W Z Z C z R-211NSULATION J UJ N R 0 Q > (� a m ? CANT > 5/8"TYPE X GWB,TYP. FULLY-SOLDERED < Z STAINLESS STEEL PAN O FLASHING.MODIFY AS NECESSARY TO ~ TIGHTLY CONFORM TO COVERBOARD \ 0 FIELD CONDITIONS EXISTING ROOF a SHEATHING - LLI U EXISTING ROOF UJ STRUCTURE CORNERBEAD Q EXISTING INTERIOR Z FINISH TYPICAL WINDOW PAN FLASHING TYPICAL SKYLIGHT CURB LU M 3„=11-0.. 3„_1,_0„ LV C4 . M Uj 0� Q uiDU) Z IQWO H C U Z Z J 0 J dQtiQ Sheet Contents: WINDOW DETAILS Revisions: Rev. Date Drawn By: CB,KV Checked: CB,BP Date: 10/14/2022 Job No.: 656 Sheet No.: A7.21 architects MOUNT VEPNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 www.hkpa.com 6961 REGISTEFEG IT ECT IAN D. PPE STATE OF WASHINGTGN I SIGNAGE TYPES \ DN '`" NOTES: --_._ - - 1. TBRAILLE RANSLATION.SHOWN IS REPRESENTATIVE.SIGNAGE MANUFACTURER TO PROVIDE ALL BRAILLE 71.1 DN �� 2. WHERE SIGN IS MOUNTED TO GLAZING(RECITE,WINDOW,DOOR),PROVIDE A MATCHING BACK PANEL. U)Uj M V N u N � Go EXIT DOOR SIGNS D W N ` V t"TALL BLACK LETTERS 24" W > Q ON BRUSHED Q ALUMINUM FILM .. 5.._...., y Z D � DO RS 4®REMAIN UNLOCKED Q Q W O WHEN BUILDING IS OCCUPIED W Z H -. 0 4-- � JWNX OQ > i• Q Low AUTHORIZED ENTRY ONLY 1 O r 3/4"TALL BLACK ~ \, LETTERS ON BRUSHED Q ALUMINUM FILM PeUTHQROZED __.. ENTRY *VA . i i..i. 1........__..._. .-�..-...__, LL ISITORS PLEASE e `J\.J......� RECEPTION m 3 W -- I W 77 2/ F�UNISEX TOILET Q Z ALUMINUM SIGN PA R PANEL lfUf� LLI M ESTRUM W N DO III 3/4"RAISED WHITE a > O> "- LETTERS&SYMBOLS d U) W Q ya i BRAILLE- i LU Q LU - — Q N Z T ;E� — w I— 1 � w � (DV Z o ADA SIGNAGE MOUNTING REQUIREMENTS J N ELEVATION PLAN _ -- Sheet Contents: SIGNAGE PLAN, s„MIN. SCHEDULE&TYPES .1 'r 18" Revisions: Rev. Date L a MI / r+ i.._....._ to L \7 Drawn By:CB,KV Checked: CB,BP SIGNAGE SCHEDULE Date: 10/14/2022 TYPE COMMENTS Job No.: 656 A 3 INSTALL CENTERED ABOVE DOOR ON WALL Sheet No.: B 2 �l/ST FLOOR-SIGNAGE PLAN D t DESIGN CRITERIA REINFORCING STEEL DIMENSIONAL LUMBER WOOD STRUCTURAL CONNECTIONS ABBREVIATiQNS� CODE: INTERNATIONAL BUILDING CODE-2018 EDITION 1, REFERENCE STANDARDS: ACI"DETAIL MANUAL"AND CRSI MANUAL OF STANDARD 1. MEET THE REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR 1. ALL FRAMING ANCHORS, POST CAPS,BASES, HANGERS STRAPS,ETC. SHALL BE AS A.BOLT ANCHOR BOLT ROOF: 25 PSF SNOW PRACTICE. SOFTWOOD DIMENSIONAL LUMBER.ALL MEMBERS ARE TO BEAR THE STAMP OF THE MANUFACTURED BY SIMPSON STRONG-TIE OR ENGINEER-APPROVED EQUAL. ADD'L ADDITIONAL (SNOW) A.F.F ABOVE FINISH FLOOR FLOORS: WWPA, MOISTURE CONTENT AT THE TIME OF FRAMING AND COVER IS TO BE 19%OR ALT ALTERNATE OPERATING ROOMS 60 PSF 2. MATERIALS: LESS. WOOD TRUSSES APPROX APPROXIMATE architects }LS CORRIDORS/LOBBIES 100 PSF A.REINFORCING STEEL: ASTM A615, GRADE 40 FOR#4 AND SMALLER ARCH ARCHITECTURAL EXAM ROOMS 40 PSF ASTM A615, GRADE 60 FOR#5 AND LARGER 2. MINIMUM DIMENSIONAL LUMBER GRADES ARE TO BE: 1. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED,SIGNED,AND DATED BY A BLKG BLOCKING MOUNTVERNON WIND: B.WELDED WIRE REINFORCING: ASTM A82 AND A185,Fy= 75 KSI WALL STUDS 2x OF STUD GRADE LICENSED ENGINEER IN THE STATE OF THE PROJECT TO THE ENGINEER OF RECORD BM BEAM P:(360)336-2155 BASIC WIND SPEED 100 MPH WALL PLATES 2x OF STANDARD GRADE B.O.O. BOTTOM OF OPENING 204 West Montgomery Street FOR REVIEW PRIOR TO FABRICATION. 9 S EXPOSURE B 3. LAP CONTINUOUS REINFORCING BARS PER REQUIREMENTS LISTED BELOW, UNLESS 2x Pi OF STANDARD GRADE BTM BOTTOM Mount www.hkpa.com WA 98273 TOPOGRAPHICAL FACTOR, Kzt 1.0 NOTED OTHERWISE. PROVIDE CORNER BARS OR HOOKS BARS 90 OR 180 DEGREE AT PER PLAN AT CONCRETE BRG BEARING www.hkpo.com ( ) 2, TRUSS PLATES ARE i0 BE ICBO APPROVED. TOP CHORDS ARE TO BE DOUGLAS FIR BTW BETWEEN SEISMIC: THE END OF ALL HORIZONTAL REINFORCEMENT IN WALLS. REFER TO NOTE 6 FOR JOISTS 2x DF#2 #2 OR BETTER. CLR CLEAR SPECTRAL RESPONSE ACCELERATION,Ss 1.033 BEND REQUIREMENTS. HEADERS/BEAMS 4x, 6x OF#2 CMU CONCRETE MASONRY UNIT SPECTRAL RESPONSE ACCELERATION,Si 0.369 POSTS 4x, 6x OF#2 3. INSTALL BRIDGING, WEB,AND CHORD BRACING AS REQUIRED BY THE TRUSS COL COLUMN BAR SIZE MIN. LAP LENGTH CONIC CONCRETE N M yg SPECTRAL RESPONSE ACCELERATION,Sds 0.826 FABRICATOR, 9P Nf SPECTRAL RESPONSE ACCELERATION,Sd1 0.475 #4 2-6 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED COND CONDITION �4�oF wA SyxN r. °r SOIL SITE CLASS.Fa CONN CONNECTION 200 #5 3'-0" UMBER.NAILS AND PLATE WASHERS IN CONTACT WTH TREATED LUMBER SHALL BE 4. TEMPORARY SHORING AND BRACING OF THE TRUSSES DURING EREC71ON IS THE Q °Z SOIL SITE CLASS,Fv 1.931 #6 4'-6" HOT-DIPPED GALVANIZED. ANCHOR BOLTS AND LAG SCREWS IN TREATED LUMBER SHALL RESPONSIBILITY OF THE CONTRACTOR, GDNT CONTTINUOUINUOS CONSi CON ON S � S Em.a mini SEISMIC DESIGN CATEGORY D BE HOG OR ZINC COATED.PLAIN CARBON STEEL FASTENERS MAY BE USED WITH .oese 3,z e- DBL DOUBLE o, � SEISMIC DESIGN(WOOD LEVELS): 4. REINFORCEMENT COVER: ZINC-BORATE TREATED LUMBER, MANUFACTURED LUMBER DIA DIAMETER RESPONSE MODIFICATION FACTOR,R 6.5(BRG WALL/SHEATHED WALLS) FOOTINGS 3 INCHES TO EARTH DIM DIMENSION X,°, rua"UE� REDUNDANCY FACTOR 1.0 2 INCHES TO FORMED SURFACE 4. FOUNDATION SILL PLATES ARE TO BE BOLTED TO THE CONCRETE FOUNDATION WITH DL DEAD LOAD SSroNAL 6� SLABS 2 INCHES TO EARTH %"0 ANCHOR BOLTS EMBED A MINIMUM 7"OR%"0 MECHANICAL ANCHORS EMBED AS PARALLEL STRAND LUMBER(PS R BE 2AE MANUFACTURED BY EA EACH GENERAL CONDITIONS SPECIFIED ON DRAWINGS, PROVIDE A MINIMUM OF TWO BOLTS PER PLATE SECTION A TRUSJOIST BY WEYERHAUESER ORR ENGINEER APPROOVEDVED EQUAL. EF EACH FACE FORMED SURFACE: MAXIMUM OF 9"FROM THE PLATE END.MAXIMUM SPACING OF ANCHORS IS TO BE ELEV ELEVATION EXTERIOR FACE 1Yz INCHES,#5 BAR AND SMALLER 4'-0 PROVIDE 0.229"x3"SQ. WASHERS AT ALL ANCHOR BOLTS. WASHER EDGES 2. LAMINATED VENEER LUMBER(LVL)IS TO BE 2.0E MICROLLAM MANUFACTURED BY EN EDGE NAILING 1. THE CONTRACTOR SHALL'VERIFY AND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. EQ EQUAL #6 BAR AND LARGER i0 PROCEEDING WITH THE WORK.NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WiTH 2 INCHES, MUST BE WITHIN Y3"OF WALL SHEATHING. EQUIP EQUIPMENT INTERIOR FACE Y4 INCHES FOR SLABS AND WALLS ES EACH SIDE ANY DISCREPANCIES. 3. LAMINATED STRAND LUMBER(LSL)IS TO BE:tY INCHES FOR BEAMS AND COLUMNS 5. SHOT PIN ATTACHMENTS FOR SILL PLATES ARE TO BE SIMPSON FASTENERS OR . 1Yz"WIDE LSL 1.3E OR BETTER EXIST EXISTING APPROVED ALTERNATE.SHOT PIN SIZES ARE AS FOLLOWS: EXT EXTERIOR 2. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PARR OF THE WORK, THE 5. REINFORCING STEEL A615 MAY NOT BE WELDED TO OTHER STEEL ELEMENTS. ACI e 3Y"WIDE LSL 1.55E OR BETTER FD FLOOR DRAIN CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. (A CI 318-14 26.6.4.1) MANUFACTURED BY TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. FDN FOUNDATION 3. DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS, SECTIONS,OR DETAILS WITHIN PLATE EMBED FF FINISH FLOOR SHOT PIN 4. MANUFACTURED I-JOISTS ARE 70 BE TJI SERIES MEMBERS AND SPECIFIED IN THE FG FINISH GRADE THE DRAWINGS. 6. REINFORCING STEEL BENDS AND HOOKS TO MEET ACI REQUIREMENTS(PER 25.3.2). THICKNESS MATERIAL FLFR FLUSH FRAMED DRAWINGS MANUFACTURED BY TRUSJOIST BY WEYERHAUESER OR ENGINEER 2x CONC PDPWL-250MG APPROVED EQUAL FLR FLOOR > 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, Ob=BAR DIAMETER FT FEET 2x STEEL PDPAW-200 N METHODS, TECHNIQUES,SEQUENCE, AND PROCEDURES, 135 WOOD SHEATHING FTG FOOTING = 00 BEND FRT FIRE RETARDANT TREATED (' a) 5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REFERENCED e FS FAR SIDE Q W Q BUILDING AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY 1 MAX 6. BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND i. ROOF SHEATHING.MINIMUM THICKNESS PER PLAN.APA RATED,EXP-1 RATING,EDGE GA GAUGE Z > PORTION OF THE WORK, 4 DIAMETERS FROM THE MEMBER EDGE.PROVIDE STANDARD WASHERS FOR ALL NUTS SEALED PANELS CONFORMING TO INDENTIFICATION INDEX 32116 FOR SLOPES GREATER GALV GALVANIZED Q Q BEARING AGAINST WOOD. THAN 3/12 AND 40/20 FOR SLOPES 3/12 AND LESS.PROVIDE MINIMUM 1/8"CLEAR GLB GLUE LAMINATED BEAM > Z 6. SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER 6 BETWEEN PANELS TO ALLOW FOR EXPANSION.NAIL 6 INCHES ON CENTER ALONG HOR HEADER HGR HANGER Q W 0 GENERAL NOTES AND SPECIFICATIONS. 7. FASTEN ALL MEMBERS IN ACCORDANCE WITH IBC TABLE 2304.10.1,UNLESS NOTED EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS,UNLESS NOTED HORIZ HORIZONTAL V ~ MIN.BEND DIAMETER OTHERWISE, PROVIDE MINIMUM 1Yz"EMBED FOR ALL NAILS, NAIL SIZES ARE AS OTHERWISE. USE 8d COMMON NAILS. HT HEIGHT 0 7. NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION, FOR TIES AND STIRRUPS: FOLLOWS: I.F. INSIDE FACE d F. Z Z D=6*Ob 2. FLOOR SHEATHING.MINIMUM THICKNESS PER PLAN.APA RATED STURD-I-FLOOR, IN INCH C J NAIL MIN,SHANK DIA. EXP-1 RATING, TONGUE AND GROOVE EDGES CONFORMING TO IDENTIFICATION INDEX LL LIVE LOAD 3 N W FOUNDATION -/ 8d 0.131" 48/24 PROVIDE MINIMUM 1/8"CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. MAX MAXIMUM 0 Q ^ Q 90' MECH MECHANICAL 1. NAIL AND GLUE TO SUPPORTS. GLUE ADHESIVE IS TO CONFORM TO APA SPECIFICATION FOUNDATION DESIGN PARAMETERS ASSUMED BY OWNER: 60 BEND 0d 0.148' MFR MANUFACTURER 120b FOR#6 THRU#8 3 MIN. i6d 0.162" AFC-01.NAIL 6 INCHES ON CENTER ALONG EDGES AND 12 INCHES ON CENTER Ai MIN MINIMUM INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE.USE 10d COMMON NAILS. Z A. IBC SOIL SITE CLASSIFICATION........D MISC MISCELLANEOUS OFFSET FOR STIRRUPS & TIES m NS NEAR SIDE B. FOOTING BEARING PRESSURE................1,500 PSF 8. HOLES AND NOTCHES IN WOOD MEMBERS ARE TO BE LIMITED AS FOLLOWS: LAYOUT PANELS NTS NOT TO SCALE 0 PERPENDICULAR 0.C. ON CENTER H' C. LATERAL EARTH PRESSURE: 80 L/3 PANEL EDGE NAILING STAGGER PANEL TO FRAMING, TYP. PARA PARALLEL BEND N JOINTS, RYP. PERP PERPENDICULAR e RESTRAINED.............................................55 PCF 1 L- 90 AT DIAPHRAGM . PASSIVE.......... .........150 PCF 1 BEND N z z PERIMETER PSF POUNDS PER SQUARE FOOT .... � o� � PSI POUNDS PER SQUARE INCH Q e COEFFICIENT OF FRICTION .... .......0.25 40b or MIN.BEND DIAMETER n n PT PRESSURE TREATED to MIN FOR REINF. BARS FOR REINF BARS o RAP RAMMED AGGREGATE PIER U 2. SUBGRADE PREPARATION,DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL D= 6*0b REINF REINFORCING CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT M 7 g REQ'D REQUIRED > STRUCTURAL STEEL - - SCHD SCHEDULE W 3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR COMPACTED JOIST BEAM EDGE NAILING SEC SECTION W STRUCTURAL FILL.STRUCTURAL FILL IS TO BE COMPACTED TO 95%DENSITY PER Ai ALL.SUPPORTED, _:= - SF SQUARE FEET W ASTM D-1557. 1. REFERENCE STANDARDS:LATEST EDITION OF THE AISC"CODE OF STANDARD PANEL EDGES SIM SIMILAR PRACTICE FOR STEEL BUILDINGS AND BRIDGES", SPEC SPECIFICATIONSFIELD NAILING PANEL EDGE STD STANDARD Q CONCRETE ASUPPORTS, TTYP - ALL NG AT PANELSTRUCT STRUCTURAL 2. MATERIALS: STL STEEL Z SIN 1. REFERENCE STANDARDS: ACI-301 AND ACI-318. BOLTS. EDGES STEEL TO WOOD -ASTM A307 BLOCKED THRU THROUGH SHEARWALL W Cl)/ TH STEEL TO STEEL -ASTM A325 DIAPHRAGM TOD TOP OF CONCRETE 2, MINIMUM CONCRETE STRENGTH AT 28 DAYS: 2,500 PSI(5Yz SACK MIX) STEEL TO CONCRETE -HEAVY HEX HEAD ASTM F1554 GR. MAX.HOLE DIA. t I 04 36 40%STUD DEPTH IF NOTED TOF TOP OF FOOTING 00 WOOD TO CONCRETE -ASTM F1554 GR. 36 1J/"FOR 2x4 PER PLAN T.0.0. TOP OF OPENING > 0 3. THE WATER/CEMENT RATIO SHALL NOT EXCEED: 0.5(BY WEIGHT) W SHAPES: ASTM A992(Fy=50,000 PSI) �° I NO MORE THAN UNBLOCKED TOS TOP OF STEEL (A W 2Y"FOR 2x6 TWO SUCCESSIVE FLAT 2x4 BLKG AT TTW TOP OF WALL W > Q TUBE STEEL: SQ/RECT-ASTM A500-10, GRADE B F =46,000 PSI MIN DIAPHRAGM (Y- ) DOUBLED STUDS ALL UNSUPPORTED TS TUBE STEEL Q 4. AGGREGATE GRADING SHALL COMPLY WITH AASHTO#57 GRADATION OR BETTER. iYP, U.N.O. PORTLAND CEMENT SHALL CONFORM i0 ASTM C-150, TYPE II. ROUND-ASTM A500-10,GRADE B(Fy=42,000 PSI MIN) ARE ALLOWED PANEL EDGES iYP TYPICAL ALL OTHER STEEL: ASTM A36(Fy=36,000 PSI) ROOF/FLOOR DIAPHRAGM NAILING U.N.O, UNLESS NOTED OTHERWISE d H U) 5. COMPLY WITH ACI-301 FOR MIXING.DO NOT EXCEED THE AMOUNT OF WATER MAX. NOTCH VERT VERTICAL +' Q LLJ 0 Lli SPECIFIED IN THE APPROVED MIX. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE STRUCTURAL STEEL WELDING 25%ST 3"FOR 2x4 UD DEPT W'W/ WITHF WIDE FLANGE F W +-' SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT 3. WOOD SHEARWALL SHEATHING.MINIMUM THICKNESS PER PLAN.PLYWOOD OR OSB APA WHS WELDED HEADED STUD V U Z 1. CONFORM TO THE AWS CODES D1.1 AND D1.3.USE ONLY STATE CERTIFIED WELDERS. 1Ya"FOR 2x6 N Z - SEGREGATION OR EXCESSIVE FREE SURFACE WATER. RATED,EXP-1 RATING, NAILING PER DRAWINGS. WTS WELDED THREADED STUD J J WT WEIGHT J N 6. COMPLY WITH ACI-301 FOR PLACEMENT, PROVIDE A Y4 INCH CHAMFER AT ALL 2• USE DRY E70 ELECTRODES. HOLES ARE NOT MECHANICAL HARDWARE CONNECTORS WWR WELDED WIRE REINFORCING d Q r• Q EXPOSED CONCRETE EDGES,UNLESS INDICATED OTHERWISE IN THE DRAWINGS. PERMITTED IN 3. WELDS ARE TO BE Y,INCH CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE IN SAME SECTION DBL STUD FOR HOLE THE DRAWINGS. AS NOTCH DIA. OF UP TO 60% 1. ALL MECHANICAL HARDWARE USED FOR CONNECTIONS ARE TO BE MANUFACTURED Sheet Contents: 7. MAXIMUM SLUMP TO BE 4"3 1", TYPICAL.DO NOT ADD WATER TO THE MIX TO STUD DEPTH BY SIMPSON STRONG TIE OR EQUIVALENT HAVING A CAPACITY GREATER THAN OR INCREASE SLUMP.MAXIMUM SLUMP MAY BE INCREASED BY i"IF THE SLUMP IS CONCRETE OR MASONRY ANCHORS 2Ys"FOR 2x4 EQUAL, GENERAL NOTES TESTED DIRECTLY FROM THE TRUCK PRIOR TO BEING PUMPED INTO PLACE. 3�"FOR 2x6 STUDS 2. ALL MECHANICAL CONNECTORS USED WITH PRESSURE TREATED WOOD ARE TO HAVE B. ACCELERATED SET OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED 1. MECHANICAL ANCHORS ARE TO BE EITHER SIMPSON STRONG-BOLT 2 OR SIMPSON - A ZINC FINISH UNLESS NOTED OTHERWISE ON THE PLANS. R@VISIDns: ADMIXTURES. TITEN HO ANCHORS. ANCHOR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE GLU-LAMINATED MEMBERS SHEET INDEX Rev. Date DRAWINGS OR IN THE FIELD. S1 GENERAL NOTES 3. FASTENERS ARE i0 MATCH MANUFACTURER'S SPECIFICATION,ALWAYS USE HIGHEST 51.1 -GENERAL NOTES 9. COMPLY WITH ACI-305R FOR PLACEMENT IN HOT WEATHER AND ACI-306R FOR 1. SINGLE-SPAN GLU-LAMINATED WOOD MEMBERS ARE TO BE DOUGLAS FIR,KILN DRIED CAPACITY REQUIREMENTS. FASTENERS USED WITH ZINC COAT FINISH CONNECTORS (CONT.) 2. EPDXY FOR THREADED RODS OR REBAR INTO CONCRETE IS TO BE SIMPSON SET-3G. S2 -FOUNDATION PLANS PLACEMENT IN COLD WEATHER. AND AITC SPECIFICATON 24F-V4,UNLESS NOTED OTHERWISE.MULT-SPAN OR ARE i0 BE HOT-DIPPED GALVANIZED CONFORMING i0 ASTM A153. FILL ALL S3 -MAIN FLOOR FRAMING PLAN EPDXY FOR THREADED RODS OR REBAR INTO SOLID MASONRY IS TO BE SIMPSON SET. CANTILEVERED GLU-LAMINATED WOOD MEMBERS TO BE AITC SPECIFICATION 24F-V8, HOLES WITH FASTENERS AND DO NOT OVER DRIVE. 10. REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISH.ALL EXPOSED CONCRETE ROD OR REBAR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE UNLESS OTHERWISE NOTED.BEAMS ARE HAVE A 2,000 FT RADIUS CAMBER,UNLESS S3.1 -ROOF FRAMING PLAN FIELD. S4 -SHEARWALL PLAN IS TO HAVE A CLASS A FINISH. NOTED OTHERWISE. 4. THROUGH BOLT FASTENERS ARE TO BE MACHINE BOLTS CONFORMING TO ASTM S5 FOUNDATION, CRAWLSPACE, SHEAR DETAILS STANDARD A307, GRADE A, NUTS USED WITH THROUGH BOLTS, THREADED RODS S6 -ROOF FRAMING DETAILS 11. PROVIDE AIR ENTRAINMENT OF 5%f 1.5%FOR ALL CONCRETE EXPOSED TO WEATHER. 2. MATERIALS MUST BE OBTAINED FROM AN AITC APPROVED FABRICATOR AND BEAR AND ANCHOR BOLTS SHALL BE AT LEAST FLUSH WITH THE TOP OF NUT. THE AITC STAMP. Drawn By:JH 5. JOISTS AND BEAMS SHALL BEAR FULLY ON THE CONNECTOR SEAT AND THE GAP Checked: A ST 3. THE GLUE IS TO BE A "WET-USE"ADHESIVE. BETWEEN MEMBERS SHALL NOT EXCEED 1/8". Date: 09/28/2022 Job No.: 656 Sheet No.: S1 SHOP DRAWINGS AND SUBMITTALS SUMMARY OF SPECIAL INSPECTION 1. SUBMIT LAYOUT DRAWINGS IN PDF FORMAT FOR REVIEW OF:A. REINFORCING STEEL ITEM INSPECTION REQUIRED REMARK B. PRE-MANUFACTURED ENGINEERED WOOD TRUSSES VERIFY MATERIAL BELOW FOOTING FOR DESIGN BEARING CAPACITY; PERIODIC INSPECTION GRADING AND EXCAVATION VERIFY EXCAVATION TO PROPER DEPTH; PERIODIC INSPECTION REFER iO GEOTECHNICAL REPORT architects 2. SUBMIT SPECIFICATIONS IN PDF FORMAT FOR REVIEW OF:A. CONCRETE DESIGN MIX VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF FILL; B. CONCRETE INSERTS CONTINUOUS INSPECTION MOUNT VERNON VERIFY MIX DESIGN SUPPLIED MEETS APPROVED MIX DESIGN; PERIODIC INSPECTION REFER TO STAMPED MIX DESIGN BY DOG P:(360)336-2155 204 West Montgomerryy Street DEFERRED SUBMITTALS PLACEMENT OF CONCRETE, INCLUDES VERIFYING SLUMP AND AIR CONTENT TESTS; CONTINUOUS INSPECTION REFER TO DRAWINGS; NOT REQUIRED FOR SITE-WORK CONCRETE Mount Vernon,WA 173 VERIFY ANCHOR BOLTS ARE PLACED AND TIED PROPERLY; CONTINUOUS INSPECTION REFER TO DRAWINGS www.hkpa.com 1. PLANS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER CONCRETE FOOTINGS/SLAB-ON-GRADE-3,000 PSI THAT ALLOWS A MINIMUM OF 10 WORKING DAYS FOR THE ENGINEER PLUS AN ADDITIONAL 30 WORKING DAYS FOR INITIAL PLAN REVIEW FROM THE CITY, ALL WALLS/COLUMNS-4,000 PSI PERFORM CYLINDER STRENGTH TESTS COMMENTS RELATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED TO THE COMPOSITE METAL DECK- 3,000 PSI pP� WA$ANjC, SATISFACTION OF THE PLAN CHECK DIVISION PRIOR TO APPROVAL OF THE SUBMITTED Sp4 5af A, ¢ ITEMS. ELEVATED SLABS-5,000 PSI �p1 CI VERIFY PLACEMENT,COVER AND BAR SIZE; PERIODIC INSPECTION REFER 70 DRAWINGS y wma Ja REINFORCING STEEL Biz 09.813 zi- 2. THE DEFERRED SUBMITTAL ITEMS INCLUDE THE FOLLOWING: VERIFY GRADE; PERIODIC INSPECTION ASTM A615, GRADE 60 V .11 A. PRE—MANUFACTURED ENGINEERED WOOD TRUSSES EPDXY OR MECHANICAL ANCHORS VERIFY INSTALLATION SIZE AND DEPTH; CONTINUOUS INSPECTION REFER TO DRAWINGS OR FIELD DIRECTIVES Q�o� c AL P�°� SPECIAL INSPECTIONS VERIFY NAIL SIZE, SPACING, SHEATHING TYPE AND BLOCKING FOR ALL WALLS; PERIODIC INSPECTION REFER TO DRAWINGS ONAL E`' SECTION 1703 AND PROVIDE ICT VIDE THE WOOD FLOOR/WALL DIAPHRAGMS VERIFY NAIL SIZE, SPACING, SHEATHING TYPE AND BLOCKING FOR ALL FLOOR/ROOF DIAHRAGMS; PERIODIC INSPECTION REFER TO DRAWINGS APPROVED AGENCY IN ACCORDANCE WITH IBC SE 1. SPECIAL INSPECTIONS ARE i0 BE PERFORMED INDEPENDENT,JUR IONALLY VERIFY INSTALLATION OF HOLDOWNS; PERIODIC INSPECTION REFER TO DRAWINGS DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1704. 2. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE BUILDING OFFICIAL UPON COMPLETION OF PROJECT, 3. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A JURISDICTIONAL INSPECTOR. 4. THE SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT ARE AS NOTED IN THE M SUMMARY OF SPECIAL INSPECTION. N N STRUCTURAL OBSERVATION rn WONE STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD IS REQUIRED FOR THIS Z > Q PROJECT. THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL 70 PERFORM Q Q STRUCTURAL OBSERVATIONS,DEFICIENCIES SHALL BE REPORTED IN WRITING iO THE OWNER > H Z AND THE BUILDING OFFICIAL.AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, Q CO) THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN V W O STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED Z DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE,HAVE d Z NOT BEEN RESOLVED. 3 O JOB SITE SAFETY 0 o ti a THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR Z TO MEANS,METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM 0 THE WORK, THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, 0 SUB-CONTRACTOR OR ANY PERSON ON THE SITE. Q U) W C) W U) Q Z_ a' W M H N W N . 0 W LLI Q � Q � F. Z raWO � v Z Z _jJ IaQr, Q Sheet Contents: GENERAL NOTES Revisions: Rev. Date Drawn By:JH Checked: JJ,ST Date: 09/28/2022 Job No.: 656 Sheet No.: S1 .1 architects MOUNT VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 www.hkpa.com .09 I T Y Y T of WASpl fc 1 ( E .09.281'.27'. I op AL iF- _ _-- 1I _ __ --� _ - x oN0 l - I � ' I I o� l I 1 I. I li I a � a PROVIDE//4x2-6"DOWE Ai EA HORIZ BAR I 'III Q Q DOWEL AND EPDXY EA HORIZONTAL I ' Z SLAB BAR INTO THE BLDG STEM 43 STEMWALL LAP 2 0"MIN fi/ a U) -- —_ I 4"MIN INTO EXIST NO EPDXP'S TYP --" - / MWALL/FTG,TYP V b O WALL W 4' MIN EMBED TYPICAL I 2/ 4 i O ... o d Z li i I i I I I I I ( 4 � J MEDGAS SLAB S5 5 I': I O E 5rSLAB-ON-GRAD ' 11 W/N4 AT 18' O.C. ----- I I 77A WAY CENTERED ®I 5 3 RAISED SIDEWALK SLAB 1 T 6 1 S5 S5 4"SLAB-ON-GRADE OVER SUBGRADE l l o Z (UNL SS MEDGAS MFR HAS SS it 1 i 1 W/J4 AT 24"O.C.EA WAY CENTERED DOWEL AND EPDXY EA I 1 I MOREISTRICT REQUIREMENTS 6 OVER SUBGRADE HORIZONTAL FTG BAR INTO THE BLDG FTG/STEM WALL Q W/4"MIN EMBED TYPICAL 1 :7-: I 'I!III �l.l IIi IIi S5 Q III II II II it II 1,��I 1 y II U I I II I I I II I I LU N x III LU 1 W U)S5 I I a I I�I I � I I CRAWLSPACE VENT, TYP i o o ¢ SS TRAWLSPACE i' a gYP AT S5 SEE ARCH FOR LOCATIONS o o Q �o i Z AND DIMENSIONS �I I I A Q�Q III W M N I I I I `LU N 00 &I l U) UJ LU 1 j li III I i li i' Ii Il,�il II II � Q L� ,�ALU I I I H W I I r � I II i II 14 I II � � C7 #4 CORNER BAR FOR EA HORIZONTAL BAR IN STEM WALL J Z J 4 ---- ----- ...--- 'F_----- ----- I. ------ _ O J N LAP 2'-0'MIN AND DOWEL AND S5 EPDXY INTO BLDG STEM WALL W - - 11 11 a Q Q 4 MIN EMBED TYPICAL __-- _-- --- --- --------- POST SCHEDULE O_. -o - --- - -- - --- - -- - ------ - ----------- ---- _ O f ---' - ---- - - - J Sheet Contents: L _ _ � - - 3 S5 N 5 MARK SIZE FOUNDATION PLAN ------ - -- ------ PT 4x6 DF#2 Revisions: DOWEL AND EPDXY EA HORIZONTAL jEl 4 FTG BAR INTO THE BLDG FTG W/ S5 Rev. Date 1 B 4"MIN EMBED TYPICAL B.t c.t D t E E.1 P FOUNDATION NOTES: PROVIDE#4x2-6"DOWEL AT EA HORIZ BAR IN STEMWALL/FTG LAP 2'-0"MIN W/REINF 1. RFFER TO SHEET S4 FOR SHEARWALL REQUIREMENTS AND HOLDOWN LOCATIONS. DRILL AND EPDXY EMBED 4"MIN,TYP 2. PROVIDE FOOTING DRAIN AROUND PERIMETER OF BUILDINGS. FOUNDATION PLAN Drawn By:JH 3. FOOTINGS ARE TO BEAR ON COMPETENT NATIVE SOIL OR STRUCTURAL FILL CAPABLE OF SUPPORTING THE ALLOWABLE BEARING PRESSURE OF 2,000 PSF. S2 SCALE 3/16"= I'-C" Checked: JJ,ST 4. PROVIDE#4 CORNER FTG BAR FOR EACH HORIZONTAL BAR. LAP 2'-0"MIN. Date: 09/28/2022 Job No.: 5, POst INDICATES POST ABOVE PER SCHEDULE ON THIS SHEET 656 PEP O/SX AND BASE CONNECTION DETAIL, Sheet No.: 6. EB INDICATES STEP FOOTING LOCATION.REFER TO 7/S5 FOR DETAIL. A A architects _ - MOUNT VEPNON F:(360)336-2155 204 West Montgomery Street - - Mount Vernon,WA 98273 www.hkpa.com j f WASP,cCltr j +f 02813:8:0 V T I I SION91 AL EN I I , o - -- -� i _ : N co Ii Z > Q — — -- — --O — � I ADD1 JOIST 16' 0 C 5 �.S5 N tx - - - -- _ _.P OG � Q —. fl 5 i SS 6 O Q L L FLOOR FRAMING E, AT'6" FLOOR FRAMING NOTES: W T 16 THING ' k 1. STUD SPACING TO BE 16"O.C. W - 1 2.. REFER TO SHEET 54 FOR SHEARWALL REQUIREMENTS O 2 ' AND HOLDOWN LOCATIONS. } S5 S5 S5 ' 3 PROVIPF SOLID BLOCK IC IN FLOOR SPACE BELOW ALL 4x, 6x AND Q MJL�-STUD POSTS nK- i m Ki2 0N [3JiMS. Z LU lY W N > 00 o U) W Q Q - a _ d H U) O 0 0 W W 0, W^ Z U G) JZJ POST SCHEDULE a a a Sheet Contents: MARK SIZE MAIN FLOOR j: 11NIErt ON BEAM oA PT 4x6 DF#2 FRAMING PLAN THIS LOC. ONLY Revisions: Rev. Date b b MAIN FLOOR FRAMING PLAN Drawn By:JH S3 SCALE 3116"= 1'-0" Checked: JJ,ST Date: 09/28/2022 Job No.: 656 Sheet No.: S3 architects - - MOUNT VERNON F:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 48273 www.hkpu.wm M. JAv J O !� �F WASy C� EXISTING ROOF FRAMING TYP r� EM. IdJ. 4Fv G',` .Al 08.281:28: - T --- ,// / '� // LA IiON OF NSW iAvt GM1 x F,:/f _- 1/7 !' / 7/" , // //{yr�am,/->`- i /�// /'// �k"i'„'', r, .,/,- ., 7�/; './'✓ 4`_ ,"^' IiX,!'� I �' // ,'i//�,,' � , ,:'`- / ,///f, /1F/, �� /./" r/�/� /;{-�/,;, ✓ y;.:�l NAL x, E II ;'%%f ��;% /' / /,,� i/� 'X�'Y� lam/ %J/ !j i/l`/i/",{�/�✓' / -- ---- -6 ' %ii/ PCB SI - / // HATCH INDICATES Cu[t / N ✓ - ,/ / / n ,�/ /,/.; // ,-. r �;'r // EXISTING ROOF FRAMING N irk v,(:; ;�J -'i� --- _ / � = 00 HATCH INDICATES %/ i //L///�Oi/ rr;r,G�/�/�,,/ ,/', x;//i/' >% NeTv�M✓F. j'�;J'> AREA i?F FXr TIN 7 TO ,.. //O//; /. //:;;%///,// // „ , , A S G SHEATHIN( / -/, /,,/, /,/ /, f / ,;1', /� �/ .f-/✓. '!/', FOR �/, ,/ ,, ./,/ / /,/{..;/, // <._-- �i! cp, ,,;ii�' y ,/ /ii' %,/, QWQ BE REMuVtu A,tiC KtFLACr-D ;1/,//q _/� I' i,,, j / ///1 "/ 4i - 1 : '/. ,.' /, / 13/° "LVL BEAMS AT 24"O.C. Z INSTALLATION OF EAVE RAFTERS _^ .f / %/ ;� �/��/ %' �i', [(X { '/ ' `� // ,,��, grlS W/BTMOFCEILING Q Q �aIIGN UN�Fu HIP L > �Z r2 'J` Zx� 3'/ACES AT 48"OC. Q W v � "Ib X r \J- .- , x6 1 — � � � g - I /• ---------- R-4/S6 4 ❑ C S6 1- I Q HATCH INDICATES OVERFRAMING PER O.C. '. R - 2x K"r, RAFTERS AAT RVE FAATM24"ORS EXISTING J L x� 15 �2x4 AT 24"O.C.KNEE WALL 4xn v NG SKYI IGH iS TO REM W/(2)tOVS !.:S AT 6"O.C. �2.: 2 S6 ROOPICAL ROOF AT " R^NO.C. Z W/ Y3z O: a,l'ATHING MEOGAS ROOF FRAMING i \y\/\/i U\ \/ `✓ \�/ U Sf �R ARCF O AND 10D AT 6"O.C. ix6 AT 24 O.C. W/1% 1'GF SH,/A RING H PANEL EDGE NAILING ( �F4%.R::H \/A✓i A�'' \/\/\/ `�•''\/\/\/ \%r ANC M9 vT W/ /2' 4 F ShFATHING PANEL EDGE NAILING ❑ AV, A:'r, O.C. A�����\/ O.�A/\/\/� / \/` \/�/ `✓\/ Q Fr F - n:IJNG ! _ - ROOF FRAMING NOTES: w j \.i``\/ '�/ \/`ti./ \/�\ ✓ \/\/ \/ \/\� 'I� 1. REFER TO SHEET S4 FOR SHEARWALL AND HOLDOWN LOCATIONS. fit/ n 2. STUD SPACING IS 16"O.C.FOR ALL WALLS. W U) J. REFER TO DETAIL 16/S6 FOR TYPICAL HEADER FRAMING. U ✓\ \/ \./ ��/�f 4. .ALL.HEADERS ARE 4x6 UNLESS NOTED OTHRVNSE. Q 5. ROOF TRUSS DESIGN LOADS. _ ES \/TYA�A'T 5 /`�./ \/\/ �'✓ [A L 2 +SELF WT+8 PSF AT SOLAR EXTENTS OF DESIGNATED SOLAR AREA NnN S6 LIVE 2 2� ISF W M DESIGN TRUSSES FOR ADL=8 PSF \/`� /\/\/\/\r`' _�\/�✓ \/\/�✓ - m LL DDHr—TOO :/36O NM;'✓z'MAX LU N �✓ TL DEFLECTION-L/240 MIN, a/a"MAX i `' / 6. ST INDICATES SHEAR TRUSS U) W Q d W > / I� Q / CMIN AT ONSIDERED O.C. MAX. ALL EXTERIOR WALLS TO BEi — 7. INDICATES INTERIOR BEARING WALL WITH 2x6 STUDS I: 0 u �uuuy. c. = Q w P LU aa)iUZ ? C._...___ 4x8 4x8 4x8 __ _ 4x8 Q Q POST SCHEDULE d Sheet Contents: MARK SIZE ROOF FRAMING PLAN j; 2 OA Pr 4x6 DF/(2 1' S6 Revisions: I\ Rev. Date OA ROOF FRAMING PLAN Drawn By:JH S3. SCALE 3/16"-1'-0" Checked: JJ,ST Date: 09/28/2022 Job No.: 656 Sheet No.: S3. 1 architects MOUNT VERNON P:(360)336-2155 204 West Montgomery Street Mount Vernon,WA 98273 0 O 11 . 1 D �l rn\ O www.hkpa.com I �J�•J j ESP WASV fcf .�.r M.Jin kl, - 9.2813 82 1.132 TURAL ENpd t4, M N = 0000 (' Q LLI Q z ayo V LU H .. C9 � z 6 6 c H z J 3aN � O FLOOR FRAMING ABOVE p WHERE OCCURS �ZrLS S a��• .. Q STRAP HOLDOWN ABOVE WHERE REQ D BTM SILL NAILING ZOQ R�Od P N STACK HOLDOWN STUDS Epp �pB1S W LAP CORNER PLATES W 1� V W/(5)10d NAIL DOUBLE STUDS TOGETHER TOP PLATE CONNECTION W/2-ROWS 16d AT 6"O.C. : I It ,INTERMEDIATE STUDS PER PLAN ABUTTING PANEL EDGES I LU LU PANEL EDGE NAILING AT EA HOLDOWN STUD ALL PANEL EDGES i0 OCCUR Q SHEARWALL NOTES. Q OVER ANDS,PLATES,RIMS MULTIPLE STUDS AT HOLDOWN OR HORIZONTAL BLKG PER SPECIFIC HOLDOWN DETAIL CONTINUOUS TO TOP PLATE BOTTOM SILL PLATE CONNECTION NAILING OR ANCHOR BOLTS ? X SPECIFIED i. INDICATES SHEARWALL ON SPECIFI FLOOR. ' 4 SO MAXIMUM PENETRATIONS 8-0 SPACING MIN REFER i0 SCHEDULE ON THIS SHEET FOR ANCHOR HOLDOWN WHERE REQ'O LARGER PENETRATIONS ARE NOT ALLOWED REQUIREMENTS, ll.I M PER PLAN11 WITHOUT ENGINEERS REVIEW. W 04 INTERMEDIATE SUPPORT NAILING 2. SIMPSON MASAP SILL PLATE ANCHORS ARE AN ACCEPTABLE ALTERNATE SHEARWALL SHEA THIN AT 12'O.C.MINIMUM 1 i0%°0 ANCHOR BOLTS. ' W HORIZONTAL OR VERTICAL 1Y2"MIN PENETRATION INTO STUD � lu Q PANEL ORIENTATION PANEL EDGE NAILING a/ Q IY"MIN PENETRATION INTO STUD sw TYPICAL WOOD SHEARWALL FRAMING r Ld N 54 SCALE N.T.S. r+ v V z y J z J C J N d Q PZ Q 5 Sheet Contents: SHEARWALL PLAN HDU4 SHEARWALL SCHEDULE PLATE CONNECTION PER 13/SS CONCRETE SILL PLATE • R@VISIOnS: MARK WOOD STRUCTURAL PANELS PANEL EDGE NAILING PANEL EDGE STUDS CONNECTION TOP PLATE WOOD FLOOR "0 A.BOLT BTM SILL PLATE 1I h Rev. Date 6 15132"SHEATHING ONE SIDE 10d AT 6"D.C. 2x 48"O.C.IN 2x PLATE LTP4 AT 16"O.C.' 16d AT 6"O.C. B11 *LTP4 AT 24"O.C.AT ROOF SHEARWALL PLAN S4 SCALE 3/16"= 1'-0" Drawn By:JH Checked: JJ,ST Date: 09/28/2022 Job No.: 656 Sheet No.: S4 SHEARWALL SHEATHING--,,,,, SW SHEATHING HANDRAIL POST AND NAILING PER PLAN _ BRG WALL AND NAILING 0dx2Y"AT 6"O.C. PER ARCH AT 4'-0"O.C. MAX WHERE OCCURS NOTE. PER PLAN 3 FLOOR NAILING FLOOR NAILING I�i I�r� 2�" (2)CONTIN000S r�r 6d AT 6"0 C ALL FASTENERS INTO PT 16d PER SCHEDULE 2x6 PT PLATE(SET FLUSH W/INSIDE FACE + } PER PLAN FLOOR NAILING z #4 BARS U �� LPi�i LS PER PLAN LUMBER TO BE HOG (AT 6"O.C.MAX) m= W/�"SHIM Ai EXTERIOR)W/MASAP TIE s SLAB AND REINF PER PLAN 6d1yiLSL RIM PER SCHEDULE AT Y LSL BLKG ¢ PER SCHEDULE MOUNT veaNON n (2)Y"0 F1554 GR. 36 BOLTS PT 2x6 PLATE W/WO A.BOLT 16d EA SIDE JOIST i6d AT 6' O.C. a¢ EMBED 4"MIN - P:(360)336-2155 ( 48"O.C. MAX) i6d TN AT 6"O.C. SIDEWALK 204 West Montgomery Street W/WASHER PER Si BEAM PER PLAN PER PLAN a FLOOR W/Ya"x2"SQ PLATE WASHER o Mount Vernon,WA98273 FLOOR AT TOP A.BOLT SW SHEATHING W/ —� —:-.- www.hkpa.com \ LK WHERE NAILING INTO RIM a SIDEWA ¢ AND SILL PLATE i SIDEWALK ^, � � OCCURS PER PLAN _.. WHERE OCCURS #4x2' 6"DOWELS _ O# N M ✓q z 2x6x1'-O"EA SIDE PT POST PER PLAN AT 45"O.C.DRILL FS HGR __.. 2 4H AT TOP AND o P hf ,� PROVIDE BUILDING PAPER z A7 12"O.C. 4�pc wAsq C (2)#4H AT TOP PROVIDE 2x BLKG W (4)10d EA END W/A34 EA SIDE AND EPDXY W/ ?¢ BETWEEN BUILDING AND CONC s --------- AND AT 18"O.C. Ai 48"O.C. AT 4"EMBED INTO WALL s z #4V AT 12"O.C. W/90'HOOK INTO M. z ¢ #4V AT 18"O.C. PARA CONDITION o z PT 2x4 PLATE W/ "0 0 (2)#4H AT 70P g y , n M. kki, W/90'HOOK INTO FTG A.BOLT AT 6'-0"O.C. AND 12"O.C. FTG AND SLAB CENTERED IN WALL Daze+:za, - �o"o #4V AT 12"L O.C. LAP 2'-0" , .p ALTERNATE HOOK DIRECTION o ae as w 2 < " \ �. 'HOOK BACKFILL W/90 a P�F1tURAle+p¢"�4� CENTERED IN WALL ., (IF OCCURS) ." ONAL 6" 6" 6" (2)#4 AT MID DEPTH 6" 6 6" #4 Ai 12"O.C. 1-6' (2)#4 BTM EA WAY FOUNDATION SECTION FOUNDATION SECTION 3 FOUNDATON SEC ION FOUNDATION SECTION S5 SCALE 3/4"= 1'-0" 1,,S5 SCALE 3/4"=1'-0" S5 SCALE 3/4"= i'-0" S5 SCALE 3/4"= 1'-0" MATCH FTG REINF STRUCTURAL FILL W/48 BAR DIA.LAP TYP FTG REINF SHEARWALL SHEATHING OR CDF P7 2x6 PLATE W/ AND NAILING PER PLAN "vI 2HR WALL PER ARCH "0 A.BOLT PER SCHED i6d AT 6"O.C. FLOOR NAILING SHEARWALL PER PLAN W/WASHER PER Si M EXISTING BUILDING PER PLAN + a �g CAST-IN-PLACE PROVIDE 7"MIN EMBED i0 FTG N FRAMING; NO CHANGE y"LSL RIM V STAIRS #4 A7 12"O.C. 2x6 STUDS A7 i6"O.C. 6" DE CONC CURB = Go FLOO EA WAY DOWEL AND EPDXY INTO FTG W/#4 AT C7 #4H NOSING BAR TYR (2)#4 48"O.C. MAX AND 4"MIN EMBED INTO FTG Q W Q PROVDE WEB BLKG PER MFR x SIDEWALK BY OTHERS A. > > HOOK INTO z N EB-S ABTPERNPLANOLTS ; Q° CENTER R - Ya"LSL BLKG AT 48"O.C. ° THICKENED EDGE o Q Z m LTP4 AT i6°O.C. SIDEWALK P Pi 2x12 LEDGER U W H PT PLYWOOD SHIM iO MATCH 2 MAX EXISTING SHEATHING THICKNESS W/Yz"0 A.BOLT Ai 48"O.C, � b #4 AT iOP AN DOWEL AND EPDXY INTO EXISTING STEM a #4 CORNER BARS m y Z W/SET-3G AND 4"MIN EMBED o e " , '' \� 1 W/2'-0'LEGS �2 �r EXISTING �� 1 NEW CRAWL < t< ...� #4 AT 48"O C 3 � N BASEMENT SPACE 0 0 ti Q ti EXPANSION JOINT -0" (2)#4H 8, TYR FTG REINF 7 1'_4" Z tl�5 FOUNDATION SECTION CONCRETE STAIRS SECTION ATYPICAL STEP DETAIL MEDGAS FOUNDATION SECTION ° SCALE 3/4"- 1'-0" SCALE 3 4 - 1'-0" SCALE 3 4 = i'-0" SCALE J14"= V-O" ~ S5 - S5 /"- S5 /"- S5 p 0 Q 0) W U_ W N Q Z_ W M F- fV W 04 > C1 Q � Q GiHCl) Z QWO D OF ~ � � G EN PANEL NAILING LINEAR WALL ANCHOR BOLT SCHEDULE W/SB d U Z Z INTO EA HD STUD HOEDOWN No.KING J J BOLT DIA EMBED O O ANCHOR STUDS L J N CRIPPLE STUDS HDU4 SB51,"0x24" 18"MIN (2)2x6 d Q ti Q AS REQ'D PANEL NAILING END OF INTO EA HD STUD SHEAR WALL Sheet Contents: KING STUDS Ai HOLDOWN FOUNDATION, PER SCHEDULE CRAWLSPACE, HOEDOWN PER PLAN SHEAR DETAILS W/LAG SCREWS PER MFR CRIPPLE STUDS ..- AS REO'D ReVISIOnS: SB ANCHOR BOLT Rev. Date DIA PER SCHEDULE . FLOOR KING STUDS AT SB ANCHOR BOLT HOLDOWN PER SCHEDULE FLOOR SPACE DIA PER SCHEDULE HOLDOWN PER PLAN (2)2x4 VERT BLKG W/LAG SCREWS PER MFR UNDER STUDS " FLOOR J� Drawn By:JH a Checked: JJ,ST CONCRETE Date: 09/28/2022 CONCRETE STEM WALL Job No.: STEM WALL 656 �3 TYPICAL HDU DETAIL Sheet No.: 55 SCALE 3/4"= V-O" S5 2x4 BLKG MAX M"ROOF NAILING— ALIGN W/ 2x4 OUTRIGGER (8)10d EA PLATEAT 24" ND 2'-0 O.C. PER PLAN SHEATHING C.C.. __ TYP ROOF SHEATHING 1 2x6 �SYMM LTP4 AT---' `-i6d AT .RIDGE 2x4 SUPPORT EVERY OTHER RAFTER architects 2 16d EA LOCATE DIRECTLY OVER TRUSS 24 O.C. W 3 10d TO RAFTER MOUNTVERNON ROOF NAILING RBC CLIP = DROPPED OUTRIGGER 6"O.C. /() �, PER ARCH A35 EA SIDE P:4 We Montgomery 5 PER PLAN EA BLOCK -w GABLE END 2x4 RAFTER A34 EA RAFTER 204 West Mont ome Street _ 2'-0°MAX EA BRACE AT 24"O.C. 9 rY TRUSS i i W//j8x2"SCREW Mount Vernon,WA 98273 2x6x2'-0" z %2"SHEATHING 12 TO PLATE www.hkpa.com 2x BLKG W/PER BAY w o W/10d AT 6' O.C. OR PLATE 2x4 TIE EA RAFTER SEE ARCH VENT HOLES PER BAY 1 MIN W/(4)10d EA END 2x6 PLATE W/ MATCH TRUSS m- SHEAR TRUSS FLUSH 2 MAX (2)/�8x3"SCREWS TOP CHORD __.. °'Q W/SHEATHING BELOW 2x6 BRG BLOCK W/ EA TRUSS (DESIGN FOR 250 PLF) 1 2AT68BROACEO C (3) i6d EA SUPPORT 16d A7 6"O.C. � 10d AT 4�Poi wesR4 TRUSSES PER PLAN A34 EA SIDE �6"O.C. EA TRUSS $�ti� aQo RUSS OR H2.SA �.n EA T NAIL TO BRACE MAX SCREW TO PLATE z 813:48:3• DBL TOP PLATE 46132 .p E1�\�?�� SHEARWALL SHEATHING STUDS PER PLAN LTP4 AT S10NAl ECG AND NAILING PER PLAN 24"O.C. 41 EXISTING EXISTING ROOF ROOF SECTION ROOF SECTION NEW CRIPPLE WALL RAFTERS SHEATHING TO REMAIN ROOF SECTION S6 SCALE 3/4"= 1'-0" S6 SCALE 3/4"= V-0" S6 SCALE 3/4"= 1'-0" EXISTING NOTE: RIPPED 2x BLKG SHEARWALL IF PV TOTAL LOAD EXCEEDS ROOF NAILING ALIGNED W/SHEATHING TYPICAL ROOF PV SUPPORT POST 400LBS OR MULTIPLE PV PER PLAN TRUSS AND ATTACHMENT SUPPORTS OCCUR ALONG A ROOF NAILING PROVIDE ADD'L ROOF NAILING PER SOLAR MFR SINGLE TRUSS BAY, TRUSS PER PLAN LRU26Z BLOCK AT SOWS ROOF SHEATHING PER PLAN MAX 400LBS TOTAL LOAD DESIGN MUST INCORPORATE RAFTER M PV LOADS RIPPED 2x BLKG PER PLAN �' _ W/VENT HOLESco ALIGNED W/SHEATHING 2x6 MIN TOP CHORDS LTP4 PER SCHED FEA C CLIP AT BLKG CONNECTION LTP4 PER SCHED RAFTER PER PLAN (24"O.C. MAX) TRUSSES Z > Q TRUSS (24"O.C.MAX) -0" NOTCH TO BEAR ON WALL \ PER PLAN Q Q 6" SDWC15600 OR H2.5A 2x6 LEDGER W/ MINIMUM 6x6 BLOCK MAX SHEARWALL PER PLAN EA TRUSS (2)SDWS226000B EAWTRUSS OR H2.SA Q O NON-BRG W/H 66 HGR EABELOW PV PORT EEND CL VERi 2x6 2x6 STUDS AT 16"O.C. SHEARWALAT 12"OL SHEATHING DBL TOP PLATE j F- 1x TOP AT 6x6 BLOCK STUDS PER PLAN ' Z WALL PLATE CENTER UNDER SUPPORT BLKG W/(3)16d EA TRUSS AND NAILING PER PLAN Z TRUSSES PER MFR CHORD AND WEBjLZ C J A35 AT 2HR WALL PER ARCH 2HR WALL PER ARCH SHEAR TRUSS TIGHT TO SHEATHING 24"OC DESIGN TRUSSES EA SIDE BLKG EXTEND DRYWALL UP TO 3 N W/(2)i6d AT TOP AND BTM CHORD EA STUD FOR 20OLES UNLESS LOADS UNDERSIDE OF SHEATHING O 0 ti Q DESIGN FOR 250 PLF AXIAL LOAD PROVIDED PER SOLAR SUBMITTAL NEW WALL Z ROOF SECTION ROOF SECTION 7 ROOF SECTION tl�B MEDGAS ROOF SECTION Q MEDGAS ROOF SECTION ° S6 SCALE 3/4"=1'-0" 6 SCALE 3/4"= 1'-0" SCALE 3 4"=1'-0" SCALE 3 4"=1'-0" ~ S6 / S6 / S6 SCALE 3/4"=1'-0" 0 0 Q W _U NOTCH 2x (4)SDW22338 FROM W FOR OUTRIGGER ROOF NAILING ROOF NAILING 6" 1"MIN OUTSIDE LVL TO PER PLAN PER PLAN MIN INSIDE LVL ALIGN RAFTER 2x4 FLAT OUTRIGGER A END TYP SDWC15600 AT 8"O.C. EXIST STUD WALL W/SHEATHING BELOW AT 48"O.C. z Q AND SHEATHING yy AND NAILING I 11 g Z RAFTER PER PLAN 0/ 2x BLKG -D z W M TIGHT TO WALL , LTP4 PER SCHED 2x BLKG t j N 2HR WALL PER ARCH 00 (24"O.C.MAX) AT 48"O.C. (11)i6d NAILS STAGGERED \ > FROM INSIDE LVL TO STUD b SHEATHING AND NAILING W W EXTEND DRYWALL UP TO PER PLAN EA END TYP SECTION A-A AT DBL LVL W > j UNDERSIDE OF MEDGAS SHED SHEATHING 2x6 STUDS 2HR WALL PER ARCH SET SHEATHING Q AT i6"O.C. FLUSH WITH WALL y F-NO3 Z GABLE TRUSS H W W BALANCE PER 2/S6 BEVELED +' O Z 10 MEDGAS ROOF SECTION �� MEDGAS ROOF SECTION PLATE t) (� S6 SCALE 3/4"=1'-0" S6 SCALE 3/4"= 1'-0" OVERFRAMING EXIST RAFTER SDWC15600 "a J C J PER 4/S6 FROM TOP FLOOR/ROOF FRAMING 0- Q ti Q NOTCH 2x ROOF NAILING PLATE i0 PER PLAN PER PLAN N KNEE WALL FOR OUTRIGGER OTCH BLKG RAFTER — - AS REO'D REMOVE PER PLAN FLOOR Sheet Contents: ALIGN RAFTER 2x4 FLAT OUTRIGGER 2-ROWS 10d 10d AT 4"O.C. EXIST EAVE OR—RO ROOF FRAMING W/SHEATHING BELOW � NAILS AT 6"O.C.AT 48"O.C. BEAR RAFTER ON 2x6 CRIPPLE STUDS DETAILS EXIST RIM FROM,-ROOF NAILING AT i6"O.C. NOTCH AS REO'D df PER PLAN 2x4 Ai 48"O.C. NAILS HDR PER PLAN Revisions: -0" I W/(2)10d FROM SILL EAVE RAFTER NAILS EA LVL PLATE TO BEAM RIPPLE STUDS OVER HDR SINGLE KING STUD Rev. Date MAX PER PLAN 2x BLKG A35 AT 24"O.C. W/(6)i6d INTO HDR LTP4 Ai `I LVL BEAM SINGLE TOP SILL EXIST RAFTER 24"O.C. - PER PLAN 2"RIGID INSUL U.N.O. PER PLAN EXIST RAFTER SHEARWALL SHEATHING +--L ------- NOTCH EXISTING WALL 2x BLKG MAX PER PLAN AND NAILING ON AROUND NO. OF TRIMMERS AT 48' O.C. EAVE RAFTER INTERIOR SIDE TOP PLATE FRAME HEADER PER PLAN FRAMING PER PLAN EA END OVER SILL (1)UNO EXIST SHEATHING EXIST CEILING JOIST SECTION NOTE: AND NAILING E i SINGLE BTM SILL TO 2x FLAT BLKG AT 48"O.C. TOP PLATE AND RAFTER ALIGNED NEW DBL (7 NAILS STAGGERED _ BETWEEN LVL AND EXIST SECTION U.N.O. Drawn By:JH FROM TOP PLATE EXIST WALL FROM LVL TO STUD EA CEILING JOIST W NOTE: WITH WALL ARE EXISTING.LTP4 /(2)10d . LOCATE LVL BEAM ON Checked: JJ,ST FRAMING END TYP EXIST WALL NAILS EA END - -� NOT REO'D IF EXISTING SHEATHING OPPOSITE SIDE OF STUD FROM Date: 09/28/2022 LAPS RIM 2"MIN. VERIFY/PROVIDE FRAMING EXIST CEILING JOIST BLKG AND FLAT OUTRIGGER. . ALIGN KNEE WALL STUDS WITH Job No.: EXIS77NG ROOF RAFTERS 656 _5 ROOF SECTION K74 ROOF SECTION ROOF SECTION 16 TYPICAL HEADER DETAIL Sheet No.: S6 SCALE 3/4"= 1'-0" S6 SCALE 3/4"= 1'-0" S6 SCALE 3/4"= 1'-0" S6 SCALE i/2"= i'-0" ^^ CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 720 N WEST AVE Permit#: 5015 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 00461801700300 DATE OF ISSUANCE. Scope of Work: 1966 sf Single level building addition Valuation: 500000.00 OWNER APPLICANT CONTRACTOR BOOKCLIFF RESOURCES LLC Tim Cavanagh CV Construction Solutions,LLC 720 WEST AVE 720 West Ave. 8210 17th Ave NW ARLINGTON,WA 98223 Arlington,WA 98223 Marysville,WA 98271 360-435-8929 425-345-5406 LIC: EXP: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ADDITION CODE YEAR: 2018 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: B;Business BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 7—i: az�� S _ '2,3 1/.G O 04/21/2023 Applicant Signature Date Building Official Date CONDITIONS The water service for the proposed addition needs to be disconnected at the main,otherwise it becomes a secondary water service for the same building.The water service needs to be a W-50 for commercial building and the remaining service decommissioned at the main.RPBA is required before any branched connections.Adhere to approved plans.Approved plans and permit shall be onsite during construction.Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 04/21/2023 Building Plan Review $3,160.13 04121/2023 Processing/Technology $25.00 04/21/2023 Building Permit $4,861.74 04/21/2023 State Surcharge-Commercial $25.00 Total Due: $8,071.87 Total Payment: $3,160.13 Balance Due: $4,911.74 CALI.FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail H12-armh- Ite-c-ts ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS ASI #: 001 DATE: May 23, 2023 TO: Dr. Timothy Cavanagh PROJECT: All Creatures Veterinary Addition HKP PROJECT NO: 656 SUBJECT: REVISE Structural Foundation Detail Per the Owner's request, the Structural Engineer conducted a site visit on Tuesday, May 16 to meet with the Concrete Subcontractor to review the foundation detail. The intent of the meeting was to discuss if there could be an alternative to the Foundation Section Detail 5/S5 in the Contract Documents that utilized a new foundation wall adjacent to the existing crawlspace foundation wall in lieu of the ledger. The attached Structural Memo includes a revised detail for this condition. It is our understanding the Owner, serving as the General Contractor, will coordinate this revision with all relevant Subcontractors and Suppliers. In addition, the Owner and its Subcontractors shall provide any revised details to Inspectors, or the Authority Having Jurisdiction as required. Respectfully, Christine L. Baldwin, HKP Architects Project Architect Attachments: Structural Memo cc: Brian Poppe, HKP Architects, Partner-in-Charge Kelly Valentin, HKP Architects, Project Support Stephen Tabert, DCG Watershed, Structural Engineer Jordan Janicki, DCG Watershed, Structural Engineer asi 001 -revise structural foundation detail HKP Architects 1 of 1 DIC I G WATERSHED MEMORANDUM TO: Christine Baldwin,AIA, HKP Architects �Q.� M. J Hof WASy��fC�, FROM: Stephen Tabert, PE, DCGW 5y� an NP nick Jordan Janicki, PE, SE, DCGW E 3.05.22 4:39 DATE: 05/19/2023 s `0 �pG 46132 C G �v RE: All Creatures Veterinary Services o��SS/ONA� Foundation Section DCG/Watershed was contacted by the architect to complete a site visit and provide a revised foundation detail along Grid 4 and between Grids D-F, as requested by the concrete contractor. Refer to Figure 1 and SSK-1 for the structural requirements related to the revisions. I � I I I � I PROVIDE #02-6" DOWEL AT EA HORIZ BAR ' T4�4 ' IN STEMWALL/FTC LAP 2'-0° MIN W/ REINF DRILL AND EPDXY EMBED 4" MIN INTO EXIST STEMWALL/FTC ,TYP 6�4,. I - i 4 I 1------ - --- I I — — —�- -r— -----------i i 3 � SSK I I I 1 I 1 is i i DO NOT BLOCK EXIST VENTS; CUT IN24"WIDE CRAWLii iI INSTALL NEW VENTS IN NEW PONY SPACE ENTRANCE 11 I I I I I , ' WALL TO ALIGN WJ EXIST VENT TYP DO NOT CUT WITHIN 123' L_ i I I I I OF EXIST BEAM SPLICE ON I I I I TOP OF EXIST STEM WALL I AND DO NOT CUT IN EXIST BASEMENT WALL Figure 1: Partial Foundation Plan (Refer to 1/S2) Seattle Mount Vernon Whidbey Federal Way Spokane Kirkland 9706 4th Ave NE,Ste 300 2210 Riverside Dr,Ste 110 1796 E Main St,Ste 105 31620 23rd Ave S,Ste 307 601 W Main Ave,Ste 617 750 611 St S Seattle,WA 98115 Mount Vernon,WA 98273 Freeland,WA 98249 Federal Way,WA 98003 Spokane,WA 99201 Kirkland,WA 98033 Tel206.523.0024 Tel360.899.1110 Tel360.331.4131 Tel253.237.7770 Tel509.606.3600 Tel425.822.5242 16d AT 6"0.C. .SHEARWALL SHEATHING /FLOOR NAILING AND NAILING PER PLAN PER PLAN 1, LSL RIM EXISTING BUILDING 1%"LSL BLKG AT 48"O.C. FRAMING;NO CHANGE PROVIDE WEB BLKG PER MFR PROVIDE BLDG PAPER FLOOR BETWEEN EXIST CONC AND NEW PONY WALL EXISTING A35 AT 24"O.C. CRAWL SPACING #4VAT 18"O.C. -2x6AT 16"O.C. PONY WALL FRAMING W/90°HOOK INTO FTG W/SHEATHING AND NAILING TO ALTERNATE HOOK DIRECTION MATCH SHEARWALL ABOVE NEW CRAWL 21-011 �PT 2x6 PLATE W/%"0 A.BOLT _ SPACE #4 AT 48"O.C. ZN PER SCHEDULE(AT 48"O.C. MAX) DOWEL AND EPDXY T48"D.CNTO 8" W/WASHER PER S1 EXIST FTG W/4"MIN EMBED (Z) #4H O.C. TOP AND AT 18"O,C CENTERED IN EXIST FTG AT BASEMENT WALL, CONC TIGHT TO WALL ". 4 25 (2)#4 1 c' EXIST BASEMENT WALL , '-6" WHERE OCCURS EXIST GRADE i FOUNDATION SECTION �a A y M. A�fc� SSK SCALE 3/4" = P-0" hP O y an nick SE 3.05.22 4:40 4 1 , . FOUNDATION SECTION 46132 ALL CREATURES (0:�F 7URAL ENG\G��� ARLINGTON, WA SSA �N 2210 Riverside Drive P:360.899.1110 ANAL Suite 110 F:360.331.5131 Mount Vernon,WA 98273 www.dcgwatershed.com 511912023 HKP Date: 03/13/2026 Permit#: 5015 Permit Date: 10/19/2022 Review Date: 10/19/2022 Permit Type: COMMERCIAL ADDITION Review Type: COMMERCIAL ADDITION Target Date: 11/30/2022 Scheduled Time: 00:00 Completed Date: 11/10/2022 Description: Pending Zoning Permit and Design Review Approval. Review Status: Pending Information Assigned To: PLANNING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes 11/10/2022 Zoning Permit is currently under review. Design Review is scheduled for Planning Commission at the December 6, 2022 Workshop and the December 20, 2022 Meeting. Property Information Parcel#: 00461801700300 BOOKCLIFF RESOURCES LLC BOOKCLIFF RESOURCES LLC 720 WEST AVE 720 N WEST AVE ARLINGTON, WA 98223 Zoning: 230 COMMERCIAL/ SERVICESLot: Block: Date: 03/13/2026 Permit#: 5015 Permit Date: 10/19/2022 Review Date: 10/19/2022 Permit Type: COMMERCIAL ADDITION Review Type: COMMERCIAL ADDITION Target Date: 11/30/2022 Scheduled Time: 00:00 Completed Date: 01/23/2023 Description: Approved with minor red-line. Deferred Permits Mechanical/HVAC Plumbing Review Status: Approved with Conditions Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 6.0 Notes Approved with minor red-line. 01/23/2023 Deferred Permits Mechanical/HVAC Plumbing Property Information Parcel#: 00461801700300 BOOKCLIFF RESOURCES LLC BOOKCLIFF RESOURCES LLC 720 WEST AVE 720 N WEST AVE ARLINGTON, WA 98223 Zoning: 230 COMMERCIAL/ SERVICESLot: Block: Permit#: 5015 Permit Date: 10/19/22 Permit Type: COMMERCIAL ADDITION Project Name: All Creatures Veterinary Applicant Name: Tim Cavanagh Applicant Address: 720 West Ave. Applicant, City, State, Zip: Arlington,WA 98223 Contact: Tim Cavanagh Phone: 360-435-8929 Email: cavthdvmacvs@gmail.com Scope of Work: 1966 sf Single level building addition Valuation: 500000.00 Square Feet: 1966 Number of Stories: 1 Construction Type: VB Occupancy Group: B; Business ID Code: Permit Issued: 05/01/2023 Permit Expires: 07/01/2024 Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00461801700300 720 N WEST AVE BOOKCLIFF 230 COMMERCIAL RESOURCES LLC /SERVICES Contractors Contractor Primary Contact Phone Address Contractor Type License License CV Construction 425-345-5406 8210 17th Ave NW CONSTRUCTION Solutions,LLC CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 03/03/2025 Inspection attic framing 03/04/2025 03/05/2025 BUILDING Approved 01/02/2024 C07.WALLBOARD Requests AM 01/03/2024 01/03/2024 BUILDING Approved 12/27/2023 C It.INSULATION PM requested 12/29/2023 01/03/2024 BUILDING Approved 12/18/2023 C09.FRAMING 12/19/2023 12/19/2023 BUILDING Approved 09/26/2023 CO3. stair foundation 09/27/2023 09/27/2023 BUILDING Approved FOUNDATION/SLAB 09/26/2023 C05.SHEARWALL shear wall 09/27/2023 09/27/2023 BUILDING Approved 09/26/2023 C09.FRAMING framing 09/27/2023 09/27/2023 BUILDING Not Completed 07/12/2023 Inspection Underfloor 07/13/2023 BUILDING Approved 06/20/2023 CO3. Concrete is scheduled for 2 06/21/2023 06/21/2023 BUILDING Approved FOUNDATION/SLAB pm 05/25/2023 C00. FOOTING 05/26/2023 05/26/2023 BUILDING Approved CONSULTATION Plan Reviews Date Review Type Description Assigned To Review Status Approved with minor red-line. COMMERCIAL Deferred Permits Approved with 10/19/2022 ADDITION Mechanical/HVAC BUILDING Conditions Plumbing 10/19/2022 COMMERCIALADDITION Pending Zoning Permit and Design Review Approval. PLANNING Pending Information 10/19/2022 COMMERCIAL No comments,LT&KS PW-ADMIN-GIS Approved ADDITION 10/19/2022 COMMERCIAL No comments.SB PW-SEW-REV Approved ADDITION COMMERCIAL see note. Approved with 10/19/2022 ADDITION Gus PW-WAT-REV Conditions Fees Fee Description Notes Amount Building Plan Review Table 4-2 $3,160.13 Processing/Technology $25.00 Building Permit Table 4-1 $4,861.74 State Surcharge-Commercial Commercial Only $25.00 Total $8,071.87 Attached Letters Date Letter Description 04/21/2023 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/19/2022 XBP Conf: $3,160.13 130288415 04/25/2023 All Creatures Veterinary 12622 Raelynn Jones $4,911.74 Services Outstanding Balance $0.00 Notes Date Note Created By: 02/02/2023 Deferred submittals:Plumbing,Mechanical,Fire Alarm,Med Gas Raelynn Jones 10/19/2022 Do not issue building or civil until the Zoning Permit and Design Review are approved. Raelynn Jones Uploaded Files Date File Name 10/19/2022 13188222-01 -Commercial Building Permit Application.pdf 10/19/2022 13188223-02-Occupant's Statement of Intended Use.pdf 10/19/2022 13188224-03-Commercial Building Design Requirements.pdf 10/19/2022 13188225-04-All Creatures Veterinary Addition-Commercial Permit Site Plan Drawing Set.pdf 10/19/2022 13188227-05-All Creatures Veterinary Addition-Commercial Permit Architectural Drawing Set. pdf 10/19/2022 13188228-06-Structural Plans-All Creatures Vet Clinic DCG.pdf 10/19/2022 13188229-07-Structural Calculations-All Creatures Veterinary Services DCG.pdf 10/19/2022 13188230-08-All Creatures Veterinary Addition 2018 WSEC Project Envelope Requirements List.pdf 10/19/2022 13188231-08-All Creatures Veterinary Addition 2018 WSEC Project Envelope Requirements Summary_.pdf 10/19/2022 13188232-08-All Creatures Veterinary Addition 2018 WSEC Project Lighting Compliance Summary_.pdf 10/19/2022 13188233-08-All Creatures Veterinary Addition 2018 WSEC Project Mechanical Requirements List.pdf 10/19/2022 13188234-08-All Creatures Veterinary Addition 2018 WSEC Project Mechanical Requirements Summary_.pdf 10/19/2022 13188235-09-Special Inspection&Testing Agreement Form.pdf 10/19/2022 13188236-10-Deferred Submittal Request-Signed by owner.pdf