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910 Medical Center Drive #G101_BLD1933_2026
RESIDENTIAL MECHANICAL " PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington,WA 98223 • Phone(360) 403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR NEW MECHANICAL INSTALLATION AND OR GAS PIPING FOR EXISTING RESIDENCES. PLEASE FILL OUT ALL PAGES OF THIS APPLICATION AND INCLUDE ALL INFORMATION. Project Address: O Y o4_j_e_a, (__ C J-(-� [fir Cj I O Project Description: Owner: —A\ 7-C c)n Address: Phone: �l.o O. J4 6 . `j0 '6'�k- Email: Applicant: Brennan Heating Address; 4601 S 134th PI Seat 98168 Phone: 206-248-7900 Email: Jaimie@brennanheating.com Applicant Signature Electronic Signature if submitting on-line 1 hereby certify that the above information is correct and that the construction, installation for the above mentioned property will be in accordance with the applicable laws of the City of Arlington and the State of Washington. CONTRACTOR_ INFORMATION Contractor Name:Brennan Heating Company: Brennan Heating License Number:BRENNHA971 R9 Expiration: -----_ .� _ Phone:206-248-7900 Email:Jaimie@brennanheating.com�_ Received STAFF USE ONLY MAY 302018 Permit #: Accepted by: Date: RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community 8 Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone (360)403-3551 SELECT ALL PROPOSED APPLIANCES ❑ Furnace (80+) ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Heat Pump ❑ Freestanding Stove ❑ Hydronic Piping ❑ Type II Hood ❑ Commercial Cooking Appliance ❑ PV System ❑ Boiler ❑ Gas Piping ❑ Storage Tank AC Unit ❑ Solid-Fuel Appliance ❑ Other Gas Piping Information Not Applicable: ❑ Pipe Material. Pipe Size: Distance From Meter to Furthest Appliance: Total BTU's of all Appliances: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of all appliances -- Rill General Model No. All Regions EL16XC1-018 EL16XC1-024 EL16XC1'-030 EL16XC1-036 Data Southeast and North Regions --- --- --- EL16XC1 S036 Nominal Tonnage 1.5 2 2.5 3 Connections Liquid line(o.d.)-In. 3/8 3/8 3/8 3/8 (sweat) Suction line o.d.( )-in. 3/4 3/4 3/4 7!8 Refrigerant 'R-410A charge furnished 4 lbs.9 oz. 4 lbs.9 oz. 5 lbs.8 oz. 7 lbs. 1 oz. Outdoor Net face area-sq.ft. Outer coil 13.22 16.33 21.00 16.33 Coil Inner coil --- --- 15.75 Tube diameter-in. 5/16 5/16 5/16 5/16 No.of rows 1 1 1 2 Fins per inch 26 26 26 22 Outdoor Diameter-in. 18 22 22 22 Fan No,of blades 3 3 3 3 Motor hp 1110 1/6 1/6 1/6 Cfm 2290 3160 3160 3160 Rpm 1075 825 825 825 Watts 160 215 1 215 190 Shipping Data-Ibe.1 pkg. 155 171 187 205 B»E"R►CA't DATA --_ - Line voltage data-60hz 208/230V-1ph 208/230V-1ph 208/230V 1ph 208/230V-1ph s Maximum overcurrent protection(amps) 20 25 25 30 Minimum circuit ampacity 11.9 14.6 17 18.0 Compressor Rated load amps 9.0 10.9 12.8 13.6 Locked rotor amps 48 59.3 67.8 79 Power factor 0.97 0.97 0.97 0.96 Outdoor Fan Motor Full load amps 0.7 1 1 1 _ Locked rotor amps 1.3 1.9 1.9 1.9 FQWA`LAAf' �ESSORIES -'ORDER SfPA*ATELY Compressor Crankcase Heater 93M04 Compressor Hard Copeland 10J42 Start Kit LG 88M91 Compressor Low Ambient Cut-Off Switch 45F08 Compressor Timed-Off Control 47.135 Freezestat 3/8 in.tubing 93G35 5/8 in.tubing 50A93 Indoor Blower Off Delay Relay 58M81 Loss of Charge Switch Kit 84M23 4 Low Ambient Kit(Fan Cycling) 34M72 Refrigerant L15-41-20 L15-41-40 Line Sets L15-41-30 L15-41-50 L15-65-30 1-15-65-40 L15-65-50 NOTE-Extremes of operating range are plus 10%and minus 5%of line voltage. Refrigerant charge sufflc:ent for 15 ft.length of refrigerant lines.For longer line set requirements see the Installation Instructions for Information about line set length and additional refrigerant chnrge required. =HACR type breaker or fuse. 'Refer to National or Canadian Electrical Code manual to determine wire,fuse and disconnect size requirements. Crankcase Heater and Freezestat are recommended with Low Ambient Kit. EL16XC1-1.5 to 5 Ton Air Conditioner /Page 6 I��Ve.E C'Lc�.�cSorJ cl m) tArzo►eA,%- C.E-+caR Ott *Grtol Cut�ao b►Z.vEw�y lz� 6a►�n6e. W Kc- ` 35' 'Z• �w� B�►�e►�G you ���VEwA `I S IWORQ Systems Inc. Page 1 of 2 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:910 Medical Center Drive,#G101 Permit#:1991 Parcel#:010496007 10 100 Valuation:0.00 OWNER APPLICANT CONTRACTOR Name:MATSON ALYCE Name:Brennan Heating Name:Brennan Heating Address:910 MEDICAL CENTER DR#G-101 Address:4601 134th Place Address:4601 S 134th Place City,State Zip:ARLINGTON,WA 98223 City,State Zip:Seattle,WA 98168 City,State Zip:Seattle,WA 98168 1 Phone: Phone:206-248-7900 Phone:206-248-7900 1 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR I Name:Brennan I leating Name: Address:4601 S 134th Place Address: City,State,Zip:Seattle,WA 98168 City,State,Zip: Phone:206-248-7900 Phone: MC#:BRENNI IA97 I R9 EXP: 12/29/2019 LIC#: EXP: i JOB DESCRIPTION j PERMIT TYPE: Residential Mechanical CODE YEAR: 2015 STORIES: CONST.TYPE: V13 DWELLING UNITS: j OCC GROUP: R3 BUILDINGS: OCC LOAD: PERMIT APPROVAL 1 AGREE'ro 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 HISMER 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. IBCI 10/IRCI 10. Salcs tax relating to construction and construction materials in the City of A in to be Wed on your sales tax return form and coded City of Arlin ton#3101. ,Zak Signature Print Name Date K-elcaWd By Date CONDITIONS Approved as submitted. Additional requirements: A 3" concrete pad with seismic bracing attached to pad is required,provide electrical disconnect, lines shall be insulated-the use of adhesive tape is not permitted. T141S PERMIT AUTHORIZS ONLY TI IE 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 6/7/2018 A/C Unit $25,00 6/7/2018 Mechanical Permit Base Fee $25.00 6/7/2018 Processing/Technology Fee $25.00 Total Due: S75.00 Total Payment: $0.00 Balance Due: $75.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: https://www.iworq.net/iworq/Perm it/popupPennitEditLetterPrint.asp?sid=IAMIHIMILJ KO... 6/7/2018 AML Community and Economic Development qWBuilding Division INSPECTION RECORD SHALL REMAIN AT JOB Building construction shall not commence until permit SITE holder or agent has posted this Inspection Record Card in a conspicuous place on the premises. OWNER:ALYCE MATSON CONTRACTOR:BRENNAN HEATING JOB ADDRESS:910 MEDICAL DRIVE, #G101 OWNER ADDRESS:ALYCE MATSON USE ofBU1LDING: SFR PLAT NAME: VB R3 Description of Work:INSTALL A/C LOT# PERMIT NO:BLD-1991 Sprinklered:NO CONDITIONS:SEE PERMIT DATE ISSUED:6-7-2018 TYPE GROUP DEPARTMENT INSPECTION DATE DATE PASS FAIL INITIALS FOOTING BUILDING FOUNDATION INSPECTION LINE UNDERFLOOR (360)403-3417 SHEARWALL PLUMBING (groundwork) GAS PIPING(groundwork) ROUGHPLUMBING ROUGH GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD (SHEAR/RATING) ROOF DRAINAGE DEVELOPMENT STORM INFILTRATION SERVICES GRADING INSPECTIONLINE CURB GUTTER&SIDEWALK (360)403-3417 LANDSCAPE DRIVEWAY UTILITIES SIDESEWER INSPECTION LINE SEWER CLEANOUT/FINAL (360)403-3508 WATER SERVICE INSPECTION WATER SERVICEFINAL CROSS CONNECTION FINAL (360)403-3417 FINAL INSPECTION All sections must be signed off prior to final inspection Electrical must be signed off prior to final inspection COMMENTS: IWORQ Systems Inc. Page 1 of 2 CITY OF ARLINGTON % 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:910 Medical Center Drive,#G101 Permit#:1991 Parcel#:01049600710100 Valuation:0.00 OWNER APPLICANT CONTRACTOR Name:MATSON ALYCE Name:Brennan Heating Name:Brennan Heating Address:910 MEDICAL CENTER DR#G-101 Address:4601 134th Place Address:4601 S 134th Place City,State Zip:ARLINGTON,WA 98223 City,State Zip:Seattle,WA 98168 City,State Zip:Seattle,WA 98168 Phone: Phone:206-248-7900 Phone:206-248-7900 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name:Brennan Heating Name: Address:4601 S 134th Place Address: City,State,Zip:Seattle,WA 98168 City,State,Zip: Phone:206-248-7900 Phone: LIC#:BRENNHA971R9 EXP: 12/29/2019 LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Mechanical CODE YEAR: 2015 STORIES: CONST.TYPE: `/B DWELLING UNITS: j OCC GROUP: R3 BUILDINGS: OCC LOAD: PERMIT APPROVAL 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. IBC 110/IRC 1 I0. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of A/inA(o (be •po ed on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date C IfV elca, d By Date CONDITIONS Approved as submitted. Additional requirements: A 3" concrete pad with seismic bracing attached to pad is required, provide electrical disconnect, lines shall be insulated -the use of adhesive tape is not permitted. THIS PERMIT AUTHORIZS 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 6/7/2018 A/C Unit $25.00 6/7/2018 Mechanical Permit Base Fee $25.00 6/7/2018 Process ingfTechnology Fee $25.00 Total Due: $75.00 Total Payment: $0.00 Balance Due: $75.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: https://www.iworq.net/iworq/Permit/popupPermitEditLetterPrint.asp?sid=IAMIHIMILJKO... 6/7/2018 • Community and Economic Development Building Division INSPECTION RECORD SHALL REMAIN AT JOB Building construction shall not commence until permit SITE holder or agent has posted this Inspection Record Card in a conspicuous place on the premises. OWNER:ALYCE MATSON CONTRACTOR:BRENNAN HEATING oBADDRESS:910 MEDICAL DRIVE, #G101 OWNER ADDRESS:ALYCE MATSON USE ofBUILDING: SFR PLAT NAME: VB R3 Description of Work:INSTALL A/C LOT# PERMIT NO: BLD-1991 Sprinklered:NO CONDITIONS:SEE PERMIT DATE ISSUED:6-7-2018 TYPE GROUP DEPARTMENT INSPECTION DATE DATE PASS FAIL INITIALS FOOTING BUILDING FOUNDATION INSPECTION LINE UNDERFLOOR (360)403-3417 SHEARWALL PLUMBING (groundwork) GAS PIPING(groundwork) ROUGH PLUMBING ROUGH GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD (SHEAR/RATING) ROOF DRAINAGE DEVELOPMENT STORM INFILTRATION SERVICES GRADING INSPECTION LINE CURB GUTTER&SIDEWALK (360)403-3417 LANDSCAPE DRIVEWAY UTILITIES SIDE SEWER INSPECTION LINE SEWER CLEANOUT/FINAL (360)403-3508 WATER SERVICE INSPECTION WATER SERVICE FINAL CROSS CONNECTIONFINAL (360)403-3417 FINAL INSPECTION All sections must be signed off prior to final inspection Electrical must be signed off prior to final inspection COMMENTS: c� Z z a w "' (L) .. ON V y �--� z a H pAW � z w y. V ►-, N P-4 z U u O O A E- GJ ON -J CDz Z +-+ cn ,NCwa oaU W O a U � A a o. U oZ OZH mm ZCo � z 0r-+ w� p W� GZS Q Ln F M a w � H Q x z d O a m J H o c � N u z 00 (A � w .b z N H t Q wLn E- z +, y O , x A z 0 a. E- w ' CITY OF ARLINGTON �. 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 104 S Olympic Avenue Permit#:1993 Parcel 9:3 105 1100 1043 00 Valuation:3564146.72 OWNER APPLICANT CONTRACTOR Name:OLYMPIC PROPERTY HOLDINGS LLC Name:Grandview North,LLC Name:GRANDVIEW INC. Address:7421 284TH ST NE Address:P.O.Box 159 Address:P O BOX 159 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:ARLWGTON,WA 98223 Phone: Phone:360-4 35-7171 Phone:360-435-7171 LIC:GRANDHL848M7 EXP:7/25i2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 3 CONST.TYPE: V-5 DWELLING UNITS:; OCC GROUP: B/R-2 BUILDINGS: OCC LOAD: PERMIT APPROVAL 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, � David Spencer CBO 2/25/2019 Signature Print Name Date Released By Date CONDITIONS Adhere to approved plans. Call for inspections. TIIIS PERMIT AUTIIORIZS 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 2/25/2019 Building Permit Fee $22,525.02 2/25/2019 Building Plan Review Fee $18,795.23 2/25/2019 Park-Community MF $59,880.00 2/25/2019 Park-Mini MF $17,440.00 2/25/2019 Processing/Technology Fee $25.00 2/25/2019 State Building Code Surcharge Fee $105.00 2/25/2019 Traffic Mitigation-City $70,723.40 Total Due: S189,493.65 Total Payment: $t 8,795.23 Balance Due: $170,698.42 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,'type of Inspection being requested,and whether you prefer morning or afternoon 1 �� WC, SAFEbuilt. ev���P`�n R By SAFEBui PLAN REVIEW COMMENTS DATE: 2/11/2019 TO: EMORY LOFTS FROM: Lou Whitford PHONE: 360-435-7171 PHONE: 206-503-5948 EMAIL: gv@grandviewinc.net EMAIL: Iwhitford@safebuilt.com PERMITS#: (SEE BELOW) OCCUPANCY GROUP: R-2, B, PROJECT: Apartments/business complex TYPE OF CONSTRUCTION: V-B ADDRESS: 18506 Smokey Pt. Blvd NUMBER OF STORIES: 3 SAFEbuilt Inc. has reviewed the projects below documents for conformance to the provisions of the 2015 International Building Code, Uniform Plumbing Code, International Fuel Gas Code, International Mechanical Code and International Energy Conservation Code as adopted and amended by the State of Washington and the City of Arlington. 1993 EMORY LOFTS The permits referenced above is recommended for release of the reviewed construction documents for this project. All outstanding comments have been addressed in an adequate fashion and no comments remain. Please do not hesitate to contact me if any assistance is needed with this process. Sincerely, Lo-w Wk, Sao, Senior Plans Examiner 1621 11411 Ave SE, Ste 219 Bellevue, WA 98004 Iwhitford@safebuilt.com COMMERCIAL APPLICATION IN PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANTS STATEMENT OF INTENDED USE. Emory Lofts $3,000,000 Name of Project: Valuation: Project Address: 104 S Olympic Ave., Arlington, WA 98223 Parcel ID#: 31051100104300 Legal Description See Attached Owner: Grandview North, LLC Phone Number: 360-435-7171 Address: P.O. Box 159 City:Arlington State:WA Zip Code:98223 Engineer:Jarnot Engineering, Inc. Phone Number: 360-863-1831 Cell Phone: E-mail: Address: 25414 127th St. City.Monroe State:WA Zip Code:98272 General Contractor:Grandview North, LLC Phone Number:360-435-7171 Cell Phone: 425-359-5630 E-mail: gv@grandvieWnc.net Address:P•O. Box 159 City:Arlington State: WA Zip Code:98223 Contractor's License Number: Expiration: Scott Wammack 360-435-7171 Contact Person: Phone Number: Cell Phone: 425-359-5630 E-rr�Sgr@grandviewinc.net Address: P.O. Box 159 City:- rlington State: WA Zip Code: 98223 Proposed Scope of work:New Construction of a 3 story mix-use building REV 2015 Page 6 of 9 COMMERCIAL APPLICATION ,N(' PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360) 403-3551 Project Name/Tenant Emory Lofts Site Address104 5 Olympic Ave., Arlington, WA Bldg/UniVSuite IBC Construction Type V-5 IBC Occupancy Type 13/11-2 Description of Use Mix-use commercial and multi-family Building Square Footage 30,728 Number of Stories 3 Square Footage Per Floor_10,106 (1st Floor) 10,311 (2nd Floor) 10,311 (3rd Floor) Will there be any installation,modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems 2 Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ® Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: This project will contain a fire sprinkler system that will include a fire alarm It will also include an fire hydrant at the rear of the building for fire Installation,changes,modifications or removal of any of the above may require additional submittals, Information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 COMMERCIAL APPLICATION xrvG PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223• Phone(360) 403-3551 Name of Project: Emory Lofts Project Address: 104 S. Olympic Ave., Arlington, WA 98223 _ Special Inspection Firm: Materials Testing Consultants, Inc. Address: 777 Chrysler Dr., Burlington, WA 98233 Contact Person: Kristen Wolbach Phone: 306-755-1990 Email: kristen.wolbach@mtc-inc.net Special Inspection Firm Special Inspectors: The Special inspection Firm of Materials Testing Counsultants, Inc. will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). (0,) Reinforced Concrete (�) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution A weekly shall be submitted to the City:detailing the inspections and testing performed,listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports,on site,for review. REV 2015 Page 8 of 9 Gt Y O� COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner: The project owner,or the architect or engineer acting as the owners agent,shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector.In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. owner:Grandview North, LLC Date:June 06, 2018 1 hereby certify that the above information is correct and that the 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. Applicants Signature Scott Wammack June 06, 2018 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Dale Received REV 2015 Page 9 of 9 Legal Description For APNIParcel ID(s): 310511-001-043-00 and 310511-001-006-00 Parcel A: All that portion of the Northwest Quarter the Northeast quarter of Section 11, Township 31 North, Range 5 East,W.M., described as follows: Commencing at the Northwest corner of the Northeast Quarter of said Section 11; Thence South 88°41'15" East(bearings are based on a survey by Cascade Surveying and Engineering, Inc., dated May 30, 1996), along the North line of said Section 11, a distance of 323.50 feet to the West line of Olympic Avenue (formerly Railroad Avenue), as shown on the Plat of the Town of Arlington, according to the plat thereof recorded in Volume 2 of Plats, page 9, records of Snohomish County, Washington; Thence South 00018'52"West along said West line a distance of 882.80 feet to the intersection with the centerline of First Street projected Westerly and the true point of beginning; Thence continuing South 00018'52"West, along said West line of Olympic Avenue, a distance of 220.09 feet to the intersection with the North line of Lot 15, Block 7, of said Plat of the Town of Arlington, projected Westerly; Thence North 89031'22"West along said Westerly projection, a distance of 59.26 feet; Thence South 85°10'20"West a distance of 31.32 feet; Thence North 89°00'32"West a distance of 80.16 feet; Thence North 18°37'04" East a distance of 32.49 feet; Thence North 30'13'07" East a distance of 59.85 feet; Thence North 00056'09" East a distance of 78.09 feet; Thence South 89003'51" East a distance of 10.00 feet; Thence North 00056'09" East a distance of 61.69 feet to the intersection with the Westerly projection of the centerline of First Street; Thence South 89°23'30" East along said Westerly projection a distance of 119.05 feet to the true point of beginning. Except that portion conveyed to City of Arlington for right-of-way by deed recorded on February 26, 1998 under Auditor's File No. 9802260020, records of Snohomish County, Washington. (Also known as Lot 1 of City of Arlington Short Plat No. 96-0010, recorded under Auditor's File No. 9709245001, records of Snohomish County, Washington) Situate in the County of Snohomish, State of Washington COMMERCIAL APPLICATION j'vc��o PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. ❑ One (1) City of Arlington Comm ercial/MuIti-Family Permit Application (One(1) permit application per building or structure is required) ❑ One (1) City of Arlington Comm ercial/Multi-Family Submittal Requirements Form ❑ Two (2) Architectural Drawings ❑ Two (2) Structural Drawings ❑ Two (2) Structural Calculations ❑ One (1) Project Specification Manuals(if applicable) ❑ One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One(1)Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to ced(@arllnatonwa.aov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2016 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) 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,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media.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. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 9 COMMERCIAL APPLICATION yell ��o PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223" Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ 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. 4. Provide dimensions from the property lines to a minimum of two building comers(or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. B. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ❑ ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale.Details a minimum %.-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 L� Y O COMMERCIAL APPLICATION '.���� ��� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360) 403-3551 j) Show the location of all new walls,doors,windows,etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Calling Plan a) Plan view 1/8"minimum scale.Details a minimum K-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ❑ Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 9 Y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work.These permits are issued separately.Mechanical,electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to cedC&arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 SAFEbuiltlWashington 1621 1141'Ave SE.Ste 219 Bellevue,WA98004 www.SAFEbulltccom FORM SAFEbuilt ,D O M 002 DEFERRED SUBMITTAL REQUESTS 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. PERMIT NUMBER: BID 1993 APPLICANTS NAME Grandview North,LLC Last name PHONE 360-435-7171 EMAIL gv@grandviewinc.net PRIMARY CONTACT Scott Wammack PHONE 360-435-7171 EMAIL gv@grandviewinc.net TAX I.D.NUMBER 91-1897240 PROJECT NAME Emory Lofts PROJECT 3-story mixed use building DESCRIPTION SITE ADDRESS 104 S. Olympic Ave.,Arlington 1 Page ITEM:Fire Alarm System Date 7/24/2018 ITEM:Fire Sprinkler System Date 7/24/2018 ITEM:Electrical Date 7/24/2018 ITEM:DEFERRED ITEM Date Date ITEM:DEFERRED ITEM Date Date ITEM:DEFERRED ITEM' Date Date I hereby assume all risk, financially and otherwise, for any construction performed that may need to be removed if the deferred submittals listed above are not appropriate.I understand that approval for the above deferred submittal(s)may take up to ten working days(or longer if there are problems with the submittal) from the date of submission. I understand that certain inspections will NOT be performed until the submissions are accepted. I understand additional fees will be required based on the additional time spent for plan review.All deferred submittals must be submitted to the design professional in responsible charge of the above project for written approval prior to submittal to SAFEbuilt. Architect/Engineer of Record Gl nn WeIIS Last name Date 7/24/2018 Si nature sign. Owner Grandview North, LLC Last name Date 7/24/2018 Signature Sign. ACCEPTED ON BEHALF OF THE SAFEBUILT SAFEbuilt First name Last,name - Date Date Signature Sign. i 2 1 P a g e SAFEbuilt I Washington 1621 114'"Ave S E.Ste 219 Bellevue,WA 98004 www.SAFEbulltcom SAFEbuilt , FORM 001 SPECIAL INSPECTION AND TESTING AGREEMENT In accordance with International Building Code Chapter 17,where application is made for construction as described in this section,the owner or the registered design professional in responsible charge acting as the owner's agent shall employ one or more Special Inspectors to provide inspections during construction. APPLICANTS NAME Grandview North,LLC Last name PHONE 360-435-7171 EMAIL gv@grandviewinc.net PRIMARY CONTACT Scott Wammack Last name PHONE 360-435-7171 EMAIL gv@grandviewinc.net TAX I.D.NUMBER 91-1897240 PROJECT NAME Emory Lofts PROJECT 3-story mixed-use building DESCRIPTION SITE ADDRESS 104 S. Olympic Ave.,Arlington, WA Before A permit can be issued: The owner,Architect or Engineer of record acting as the owner's agent, shall complete(2)copies of this agreement,including the required acknowledgements,and attach structural tests and inspections schedules. A pre-construction conference with the parties involved may be required to review the special inspection requirements and procedures, Approval of special inspectors: Special inspectors shall be approved by the Building Official prior to performing any duties, SPECIAL INSPECTION AND TESTING SHALL MEET THE MINIMUM REQUIREMENTS OF 2015 IBC. THE FOLLOWING CONDITIONS ARE ALSO APPLICABLE. 1) Duties and Responsibilities of Special Inspector 1IPage a) Observe work: The Special Inspector shall observe the work for conformance with SAFEbuilt approved(stamped)design drawings and specifications and applicable workmanship provisions of the IBC the Architect/ Engineer-reviewed shop drawings and/ or placing drawings may be used only as an aid to inspection. b) Report Non-Conforming Items: The Special Inspector shall bring non-conforming 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 SAFEbuilt by telephone or in person, and notify the project Architect or Engineer. _ Inspector Materials Testing & Phone 360-755-1990 Consulting, Inc., Ross Bichel, WABO Technical Director e) Furnish Daily Reports: Each Special Inspector shall complete and sign an inspection report for each day's inspections to retain at the job site with the contractor for review by the Building Official. d) Furnish Weekly Reports: The Special Inspector or agency shall furnish weekly rprorts of tests and inspections directly to the SAFEbuilt,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-conforming 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 Building Official if not included in non-conformance items. e) Furnish Final Report: The Special Inspector or inspection agency shall submit a final signed report to SAFEbuilt 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 continuous was required, etc.) shall be specifically itemized in this report. Z) Contractor Responsibilities a) Notify the Special Inspector: The Contractor is responsible for notifying the Special Inspector or agency regarding individual inspection items on the summary schedule and as noted on the SAFEbuilt 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 SAFEbuilt upon request. 3) SAFEbuilt 2 1 P a g e a) Approve Special Inspector: SAFEbuilt shall approve all Special Inspectors and inspection requirements. b) Monitor Special Inspection: work requiring special inspection and the performance of Special Inspectors shall be monitored by the SAFEbuilt. His/ Her approval must be obtained prior to placement of concrete or similar activities in addition to that of the Special Inspector. c) Issue Certificate of Occupancy: SAFEbuilt may forward approval confirmation to the jurisdiction having authority that a Certificate of Occupancy can be issued after all Special Inspection reports and the final report have been submitted and accepted. 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 summary 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. SPECIAL INSPECTION & STRUCTURAL OBSERVATION ITEMS REQUIRED BY CHAPTER 17 OF THE 2015 IBC Indicate items requiring special inspection, structural testing, or structural observations by checking the appropriate box. I. ®STRUCTURAL STEEL(IBC 1705.2.1 & 1705.12.1) El STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL(IBC1705.2.2) ®CONCRETE CONSTRUCTION (IBC 1705.3) ❑MASONRY CONSTRUCTION(IBC 1705.4) ®WOOD CONSTRUCTION (IBC 1705.5, 1705.11.1 & 1705.12.2) 3 1 P a g e ❑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) ❑ARCHITECTURAL COMPONENTS (IBC 1705.12.5) ➢ Only required for buildings located within Seismic Design Category D, E, or F ❑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) El SPECIAL CASES(IBC 1705.1.1)—material alternatives or unusual design applications ❑MISCELLANEOUS AREAS -- These inspections may be recommended by the Architect/Engineer and are to be approved by the Building department. 4 1 P a g e SAFEbuilt l Washington SAFEbuiI�• 16211141 Ave BE.Ste 219 Bellevue,WA 98004 www.SAFEbullt.com FORM 001 SPECIAL INSPECTION AND TESTING AGREEMENT Acknowledeements I HAVE READ AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THIS AGREEMENT.(Attach more sheets for signatures if necessary) Owner Grandview North,LLC Last name Date Date Signature Sign. 7/24/2018 Contractor Grandview North LLC Last name Date Date Signature Sign 7/24/2018 ❑ Submit written statement of responsibility in accordance with IBC Section 1704.4. Special Inspector Materials Testing & Consulting, Inc. Date 7/24/2018 Signature Sign I ❑ Submit WABO Certification for special inspection agency and inspectors, (or) M 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 First name Last name Scope of Work Work Inspector name First name First name Scope of Work Work Inspector name First name First name Scope of Work Work Inspector name First name. First name Scope of Work Work Inspector name First name First name Scope of Work Work Inspector name First name First name scope of work Work 5 1 P a g e Architect/Engineer of Record Frank Jarnot at e 7/ 27 /2 01 ' S Si nature Momiiiillw. Structural Observer First name Last name Date Date Signature Sign. ❑ Statement of Special Inspections completed and submitted in accordance with IBC Section 1704.3. ❑ Structural Observations required in accordance with IBC Section 1704.5. ACCEPTED BY SAFEBUILT SAFEbuilt First name Last name Date Date I Signature Sign. 6 1 P a g e Lou Whitford From: SAFEbuilt BellevueWA General Mailbox Sent: Tuesday, November 20, 2018 6:36 AM To: gv@grandviewinc.net; Tauna Peterson'; 'Kristin Foster'; 'Marc Hayes' Cc: Lou Whitford;Amber Green; David Spencer Subject: EMORY LOFTS COMMENT LETTER Attachments: ARLINGTON BID1993 Emory Loft 11-20-2018 Lou Comment Letter.pdf;ARLINGTON Emory Lofts Comment Letter 6-21-2018.pdf Dear Team, Attached are two comment letters from SAFEbuilt. One dated 6-21-2018 and the other from 11-20-2018. The reason for the attachment of the two comment letters is that these items that were requested back in June and still remain as items of comment today. Please provide these items listed in the latest comment letter for a plan review to begin. Sincerely, Lou .Loa 7w4ond Sr. Plans Examiner Phone: 206-503-5948 1621 114th Ave SE,Ste 219 Bellevue WA 98004 Iwhitford@safebuilt.com SAFEbuilt, SAFEbuilt/Washington 1621 1141h Ave SE.Ste 219 Bellevue,WA 98004 www.SAFEbuilt.com SAFEbuilt , FORM 001 SPECIAL INSPECTION AND TESTING AGREEMENT In accordance with International Building Code Chapter 17, where application is made for construction as described in this section, the owner or the registered design professional in responsible charge acting as the owner's agent shall employ one or more Special Inspectors to provide inspections during construction. APPLICANTS NAME Grandview North, LLC Last name PHONE 360-435-7171 EMAIL gv@grandviewinc.net PRIMARY CONTACT Scott Wammack Last name PHONE 360-435-7171 EMAIL gv@grandviewinc.net TAX I.D.NUMBER 91-1897240 PROJECT NAME Emory Lofts PROJECT 3-story mixed-use building DESCRIPTION SITE ADDRESS 104 S. Olympic Ave.,Arlington, WA Before A permit can be issued: The owner, Architect or Engineer of record acting as the owner's agent, shall complete(2)copies of this agreement,including the required acknowledgements,and attach structural tests and inspections schedules. A pre-construction conference with the parties involved may be required to review the special inspection requirements and procedures. Approval of special inspectors: Special inspectors shall be approved by the Building Official prior to performing any duties. SPECIAL INSPECTION AND TESTING SHALL MEET THE MINIMUM REQUIREMENTS OF 2015 IBC. THE FOLLOWING CONDITIONS ARE ALSO APPLICABLE. 1) Duties and Responsibilities of Special Inspector 11Page a) Observe work: The Special Inspector shall observe the work for conformance with SAFEbuilt approved(stamped)design drawings and specifications and applicable workmanship provisions of the IBC the Architect/ Engineer-reviewed shop drawings and/ or placing drawings may be used only as an aid to inspection. b) Report Non-Conforming Items: The Special Inspector shall bring non-conforming 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 SAFEbuilt by telephone or in person, and notify the project Architect or Engineer. Inspector Materials Testing & Phone 360-755-1990 Consulting, Inc., Ross Bichel, WABO Technical Director 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 Building Official. d) Furnish Weekly Reports: The Special Inspector or agency shall furnish weekly reports of tests and inspections directly to the SAFEbuilt,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-conforming 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 Building Official if not included in non-conformance items. e) Furnish Final Report: The Special Inspector or inspection agency shall submit a final signed report to SAFEbuilt 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 continuous 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 summary schedule and as noted on the SAFEbuilt 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 SAFEbuilt upon request. 3) SAFEbuilt 2 1 P a g e a) Approve Special Inspector: SAFEbuilt shall approve all Special Inspectors and inspection requirements. b) Monitor Special Inspection: Work requiring special inspection and the performance of Special Inspectors shall be monitored by the SAFEbuilt. His/ Her approval must be obtained prior to placement of concrete or similar activities in addition to that of the Special Inspector. c) Issue Certificate of Occupancy: SAFEbuilt may forward approval confirmation to the jurisdiction having authority that a Certificate of Occupancy can be issued after all Special Inspection reports and the final report have been submitted and accepted. 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 summary 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. SPECIAL INSPECTION & STRUCTURAL OBSERVATION ITEMS REQUIRED BY CHAPTER 17 OF THE 2015 IBC Indicate items requiring special inspection, structural testing, or structural observations by checking the appropriate box. 19STRUCTURAL STEEL (IBC 1705.2.1 & 1705.12.1) ❑STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL (IBC1705.2.2) ❑CONCRETE CONSTRUCTION (IBC 1705.3) ❑MASONRY CONSTRUCTION (IBC 1705.4) ❑WOOD CONSTRUCTION (IBC 1705.5, 1705.11.1 & 1705.12.2) 3 1 P a g e ❑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) ❑ARCHITECTURAL COMPONENTS (IBC 1705.12.5) ➢ Only required for buildings located within Seismic Design Category D, E, or F ❑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) ❑SPECIAL CASES (IBC 1705.1.1)—material alternatives or unusual design applications ❑MISCELLANEOUS AREAS -- These inspections may be recommended by the Architect/Engineer and are to be approved by the Building department. 4 1 P a g e SA F E bu SAFEbuilt/Washington 1621 114t''Ave SE.Ste 219 Bellevue,WA 98004 www.SAFEbuilt.com FORM 001 SPECIAL INSPECTION AND TESTING AGREEMENT Acknowledgements I HAVE READ AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THIS AGREEMENT. (Attach more sheets for signatures if necessary) Owner First name Last name Date Date Signature Sign. 7 zy�� Contractor First name Last name z.t/ Date Date Signature Sign 7 � fP ❑ Submit written statement of responsibili y in accordance with IBC Section 1704.4. Special Inspector Materials Testing & Consulting, Inc. Date 7/24/2018 Signature Sign q! i ❑ 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 First name Last name scope of work Work Inspector name First name First name scope of work Work Inspector name First name First name Scope of Work Work Inspector name First name First name Scope of work Work Inspector name First name First name Scope of Work Work Inspector name First name First name scope of work Work 5 1 P a g e D Architect/Engineer of Record First name Last name a t e D a t e Signature sign. Structural Observer First name Last name Date Date Signature Sign. ❑ Statement of special Inspections completed and submitted in accordance with IBC Section 1704.3. ❑ Structural Observations required in accordance with IBC Section 1704.5. ACCEPTED BY SAFEBUILT SAFEbuilt First nam Last name 10 Z. Date Date Signature Si ' — ,1 6 1 P a g e ,Project • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 General Info Project Title: Emory Lofts Date 1/1/2017 PROJ-SUM form Project Street Address: 104 S Olympic Ave For Building Department Use shall be provided as Project City,County,Zip_ Arlington WA 98223 a cover sheet for all compliance form Project Owner or Rep Glenn Wells Architect submittals.Project Title shall match Jurisdiction: project plans title block. Project Description New Construction and Additions Select all that apply to the New Building Building Addition scope of project. Select Addition+Existing or Existing Building Retrofit Alteration+Existing if the existing building will be ❑Alteration ®Change of Occupancy Change in Space Conditioning combined with the addition or alteration to demonstrate compliance per Section ® Historic Building C502 1 or C503 1 Building Elements Scope-Select all that apply ®All 121 Building Envelope Mechanical Systems ®Service Hot Water Systems E] Lighting Systems Electrical Systems O All Commercial O Group R-R2,R3,&R4 ©Mixed Use over 3 stones and all R1 Occupancy Type Mixed Use-Building is greater than three stories above grade and it has both Commercial and Group R P Y YP occupancies. Mixed Occupancy-Building is three stones or less above grade and it has both Commercial and Group R2,R3 or R4 occupancies.Select All Commercial to document compliance for the commercial areas of the building. The residential spaces shall comply with the WSEC Residential Provisions. Select all that apply to the scope of project Fully Conditioned ® Semi-heated2 Refrigerated Spaces (Warehouse and/or Walk-in') Space Conditioning Low Energy Space Category3 Categories Eligible Low Energy Spaces ®Unconditioned ® Low energy heating/cooling capacity Wireless service ® Greenhouse4 ®Equipment building equipment shelter Floors Above Floor Area and Grade Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area Stories 3 30,728 30,728 ©Compliance Method 1-General C Compliance Method 2-Total Building Performance Compliance Method 1-Pre;ects shall demonstrate compliance with all applicable mandatory and prescriptive requirements of this code. Refer to C401 2, Item 1 for more information.Compliance forms to General Compliance include with a Prescriptive submittal:All applicable ENV,LTG,and MECH Path Compliance Method 2-Projects complying via total building performance(TBP)shall include a summary of results from a whole building energy model per Section C407 and shall demonstrate compliance with all applicable mandatory provisions in this Code_Refer to Section C401 2,item 2 for more information. Compliance forms to include with a TBP submittal:PROJ-SUM,ENV-CHK,LTG-EXT LTG-CHK,and all MECH forms except MECH-ECONO and MECH-VENT(pending). Note 1-Refrigerated Spaces-They shall comply with the envelope and refrigeration equipment requirements in Section C410. Warehouse coolers and freezers shall also comply with the envelope requirements in C402. C410 takes precedent for overlapping requirements Note 2-Semi-heated Spaces-If heated with equipment other than electric resistance may take an exemption for wall insulation All other envelope assemblies shall comply with the thermal envelope provisions. Note 3-Exemptions For Low Energy Spaces-Low Energy spaces are exempt from all provisions in WSEC Section C402 Building Envelope, however all other applicable provisions in the Code do apply including lighting,mechanical,service water heating,etc. Note 4-Eligible Space Conditioning For Low Energy Greenhouses-Greenhouses are defined as spaces that maintain a specialized sunlit environment that is used exclusively for cultivation,protection and maintenance of plants.Cooling with outside air and/or evaporative cooling,and any form of heating equipment,are allowed under the Low Energy Greenhouse category Greenhouses with cooling equipment that requires a condensing unit are NOT eligible Received Jl_i1 2 4 2018 1?Dffi Project ■ ■ • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 General Info I Project Title: Emory Lofts Date 1/1/2017 C406 Additional Building level efficiency options: Current Scope Previous Projects Efficiency Package C406.6 Enhanced envelope performance �✓ Options Summary C406.9 Reduced air infiltration A minimum of two Options are C406.5 On-site renewable energy required for new construction, and change in space Building area level efficiency options conditioning or occupancy projects C406.2 More efficient HVAC equipment Select all Options included in the current project scope C406.6 Dedicated outside air systems(DOAS) Also select Options complied El with under previous projects C406.7 Reduced energy use in service water heating (shell and core,other tenant spaces in building,etc) C406.3 Reduced lighting power Buildings with multiple tenant spaces may comply with C406.4 Enhanced digital lighting controls El different options(mix& match). C406 Comments: Options are required for all space conditioning categories. Include discipline specific information for C406 options in ENV-SUM,LTG-SUM and Refer to SBCC website for official interpretations regarding C406 provisions Envelope 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Info Project Title: Emory Lofts Date O1/O1/2017 Applicantinfo. Company Name: Grandview For Building Department Use Provide contact Company Address: P.O.Box 159 Arlington WA 98223 information for individual who can Applicant Name: Glenn Wells respond to inquiries Applicant about information A pp Phone: 360-239-5971 provided. Applicant Email: glennwellsarchitect@gmail.com Project Description ❑ New Building ❑ Addition ®Alteration No Envelope Scope Envelope Project Scope ❑ All Commercial ® Group R-Commercial Q Mixed Use-Commercial+Group R Select all that apply. ❑ Semi-heated ❑ Refrigerated Cooler ❑ Refrigerated Freezer ❑ Equipment Building Envelope Description The project is a new mixed use building with the first floor commercial and the upper two Provide brief description of the project and floors R-2 residential.The project will meet all perscriptive measures required by WSEC relevant supporting documentation. with the addition of upgraded U-values for glazing. If project includes multiple Target Insulation Allowance areas,and/or is demonstrating compliance as an Addition+Existing, Alteration+Existing,or Addition+Alteration +Existing project, provide a brief summary of the approach to whole building compliance. Air Barrier Testing u✓` Air barrier testing per Section C402.5.1.2 included in project scope Air barrier testing is required for all new construction projects. Testing criteria is 0.40 ❑Additional Efficiency Package Option-C406.9 Reduced Air Infiltration cfm/ft2 under test pressure of 0.3 inch w.g. To comply with C406 9,demonstrate that ❑Testing not required. Explanation: measured air leakage of building envelope Compliance Documentation Scope and Method Scope of This Calculation ❑ New Building ❑ Addition ❑Alteration ❑ No Envelope Scope Target Insulation Allowance 0 Fully Conditioned-Commercial,Group R,Mixed Use Sets the title and calculations in the compliance forms Selection required p Semi-heated 0 Refrigerated Cooler 0 Refrigerated Freezer to enable forms. If project includes more than one Target Insulation Allowance area,and/or if project includes addition and alteration areas complying independently,for each area complete an ENV-SUM form Rows 16-46 and either an ENV-PRESCRIPTIVE form,or ENV-UA+ENV-SHGC forms if demonstrating compliance via component performance Envelope Compliance Path O Prescriptive 0 Component Performance Selection required to enable forms Component Performance ❑ Change of Occupancy(C503.2)I Conditioning(C505)-10%higher UA allowed Calculation Adjustments ❑ Additional Efficiency Package Option-C406.8 Enhanced Envelope-15%lower UA required Additions Q Addition stand alone Q Addition+Existing Addition stand alone-Complete Vertical Fenestration and Skylight Area Calculation Enter total existing-to-remain wall,roof, vertical fenestration and skylight areas as EXISTING.Enter total addition envelope assembly areas as NEW.If resulting total building WWR exceeds 30%and/or SSR exceeds 5%,refer to C502.2.1 and C502.2.2 for prescriptive compliance alternatives If complying via component performance,complete ENV-UA per instructions for addition stand alone projects Addition+existing-Complete ENV-UA per instructions for addtion+existing projects. Alterations- ❑ Replacement windows only,or resulting ® Total building WWR increased by alteration Fenestration and Skylight total building WWR s original WWR Replacement skylights only,or resulting ® total building SRR 5 original SRR ❑ Total building SRR increased by alteration WWR and SRR not increased-Vertical Fenestration and Skylight Area Calculation not required. WWR and/or SRR increased-Complete Vertical Fenestration and Skylight Area Calculation Enter total existing-to-remain wall,roof, vertical fenestration and skylight areas as EXISTING Enter total altered envelope assembly areas as NEW.If resulting total building WWR exceeds 30% and/or SSR exceeds 5%,refer to C503.3.2 and C503.3 3 for prescriptive compliance alternatives.If complying via component performance, complete ENV-UA per instructions for alteration+existing projects. Envelope Summary, • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Emory Lofts Date 01/01/2017 Vertical Fenestration and Total Vertical NET Exterior Fenestration Area Above Grade Total Skylight Area NET Exterior Roof Skylight Area Calculation (rough opening) Wall Area (rough opening) Area Prescriptive Path-Enter envelope sf values New 2,643 18,270 0 10,311 directly into this section of ENV-SUM for vertical fenestration,skylights,net walls and Existing 0 0 0 roof.For Additions and Alterations,refer to these sections in ENV-SUM for further instructions. Total 2,643 18,270 0 10,311 Component Performance-When this Envelope Compliance Path is selected, write- protection of this section is enabled. Enter Vertical ° Skylight-to-Roof envelope sf values for all assemblies into the Fenestration-to- 12.6/° SRR ENV-UA form Envelope information from Wall Ratio(WWR) Ratio(SRR) ENV-UA will auto-fill into this section of ENV- Vertical Fenestration Area Compliance VERTICAL FENESTRATION AREA COMPLIES WITH MAXIMUM ALLOWANCE Skylight Area Compliance NO SKYLIGHT PROPOSED.COMPILIES WITH MAXIMUM ALLOWANCE. Vertical Fenestration Q High performance fenestration U-factors and SHGC per C402.4.1.3 Alternates Q Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone Q In buildings z 3 stories,25%or more of NET floor area is in DLZ per C402.4.1.1 (DLZ)areas and ftz on project plans. Q In buildings<3 stories,50%or more of CONDITIONED floor area is within DLZ per C402.4.1 I For Daylight Zone Area Calculations- Daylight Zone Calculations a)Sidelight areas include primary+ secondary daylight zone areas Not Selected.No Calculations Sidelight Daylight Toplight Daylight Percent Daylight b)Include overlapping toplight and sidelight Required Zone Area Zone Area Zone Area daylight zone areas under Toplight. c)Net floor area definition in Chapter 2 Spaces in Single Story List all enclosed spaces that exceed 2,500 ftz have ceiling height greater than 15 ft,and are Building Requiring Skylights space types required to comply with this provision. Indicate aperture with'AP"prefix(AP 1 1%) In these spaces a minimum of 50%of the Space Space Area(ft`i DLZ Area(ft') SRR or Aperture Exception floor area shall be within a skylight daylight zone(DLZ).Refer to C402.4 2 for requirements SRR=Skylight to roof ratio Envelope Exemptions Low Energy and Semi-heated Low energy spaces per C402 1 1 Item 1 are exempt from the thermal envelope provisions.Semi- heated spaces heated by systems other than electric resistance are exempt from wall insulation Spaces provision only per C402.1 1.1. Complete Low Energy and Semi-Heated Spaces table in MECH-SUM to verify eligibility based on installed peak heating and cooling capacity per sf. Equipment Buildings Wall Insulation Roof Insulation Overall Average R-Value R-Value U-Factor Equipment buildings are exempt from the Equipment Building Envelope thermal envelope provisions per C402.1.2. The following shall be met to be eligible: Electronic equipment power(wafts/so building size<_500 sf,average wall/roof U- Heating system output capacity(Btu/hr) factors U-0.20,electronic equipment load z 7 watts/sf,heating system output capacity s Cooling capacity(Yes/No) 17,000 btu/h.Cooling system capacity not limited. ,Prescriptive Path, pg. 1 ENV-PRESCRIPTIVE 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Emory Lofts Date 01/01/2017 Target Insulation Allowance For Building Department Use Fully Conditioned Space-Commercial,Group R,Mixed Use Fenestration Area as%gross above-grade wall area 12.6% Max.Target: 30.0% Skylight Area as%gross roof area 0.0% Max.Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV-SUM User Note Prescriptive compliance of envelope assemblies may be accomplished by providing insulation R-values per Table C402.1.3 or U-factors/F-factors per Tables C402.1.4 and C402.4.A single project may comply via R-values for some envelope assemblies and U-factors/F-factors for others. Note compliance method taken for each assembly in spaces provided. U-Factor/F-Factor Method for Prescriptive Building Component R-Value Method for Prescriptive Compliance Compliance continuous %u Area of metal Cavity Ins Ins.(Cl) Penetrations Assembly Provide plan/detail#of assembly and description R-Value R-Value' in Cl' U-Factor U-Factor Source3 Y tj Sheet A6 0 0.0 R38 5 0.04% 0.027 A102.1 m 0 a m L_ O d L�- Q N N co 'O m A N O Q � 'O A6 2 R21 5 0.04% 0.054 A103.3 1 (5) 7 N i1 n O C f0 r`— to 7 V1 2 E 3 0 a U oCL � 0 m (7 w w m w � ME E m lL Prescriptive Path, ENV-■ ■ 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Emory Lofts Date 01/01/2017 Fenestration Area as Rio gross above-grade wall area 12.6% Max Target: 30.0% For Building Department Use Skylight Area as%gross roof area 0.0% Max.Target: 5.0% If vertical fenestration or skylight area exceeds maximum allowed per C402.4.1,then the project must comply via Component Performance and provide ENV-UA and ENV-SHGC forms. Building Component R-Value Method for U-Factor/F-Factor Method for g p Prescriptive Compliance Prescriptive Compliance Perim.Ins. Full Slab Cl Provide plan/detail#of assembly and description R-Value R-Value F-Factor F-Factor Source 10 ru SheetA6.2 R10 0-540 Al04.1 Lu c c o v � d CO 0 d 2 Ins. Assembly 11 Provide ID from door schedule and description R-Value U-Factor U-Factor Source N ,c o c A7.0 0 600 C402 4 O � 0 m `m r O O Solar Heat Gain Coefficient(SHGC) U-Factor for Prescriptive Compliance Projection Orientation Factor(PF) (N or Assembly Assembly Provide ID from window schedule and description if applicable12 SEW)13 SHGC14 U-Factor U-Factor Source74 m 0.03 N 0.53 029 C402.4 o A7.0 0.03 SEW 0.40 0.29 C402.4 Z o 006 N 0.53 0.38 Sheet A4 1 Storefront system 0.06 SEW 0.40 0.38 C402A LL a � o > f0 c a1 erAath a slat)-on-grade or exposed floor,this floor shall be thermally broken from the surrounding floor area with the same amount of insulation as regt N r T Y Q Miscellaneous-Refrigerated Spaces Ins. Assembly Provide plan/detail#of assembly and description R-Value U-Factor U-Factor Source 6�: N o 2.2 LL Cooler/ Double Triple Pane Inert Gas Heat Reflective Provide ID from window schedule and description Freezer Pane Glass Glass Filled Treated Glass 0 c c Prescriptive Energy Code Complianep for All Climate Zones in Washington Project Irformation Contact Information ,EMORY LOFTS GRANDVIEW NORTH, LLC This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative �` \ Date `/G��r All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceilingk 49J 0.026 Wood Frame Wallg,m,n 21 int 0.056 Mass Wall R-Value' 21/21' 0.056 Floor 309 0.029 Below Grade Wall°" 10/15/21 int+TB 0.042 Slab R-Value&Depth 10, 2 ft n/a 'Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1.Small Dwelling Unit: 1.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 02. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 ❑ 1b Efficient Building Envelope 1b 1.0 ❑ Received 1 c Efficient Building Envelope 1 c 2.0 ❑ 1d Efficient Building Envelope 1d 0.5 ❑ J�N to 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ - � ) 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 P] 0.5 5b Efficient Water Heating 5b 1.0 1-11 1.0 5c Efficient Water Heating 5c 1.5 ❑ 5d Efficient Water Heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= contin is insulation, int .= intermediate framing. R-va'lues are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. h Reserved. The second R-value applies when more than half the insulation is on the interior of the mass wall. ' Reserved. k For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Profoct Information Contact Information EMORY LOFTS GRANDVIEW NORTH, LLC Width Height Ref. U-factor Qt. Feet inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) 0.30 1 13 1 7 1 21.01 6.30 Exempt Glazed Fenestration (15 sq. ft. max.) 1 0.01 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet inch Area UA 0.30 0.01 0.00 First Floor 0.30 4 6 ° 7 ° 168.0 50.40 First Floor 0.30 9 6 ° 6 ° 324.0 97.20 First Floor 0.30 1 4 ° 7 ° 28.0 8.40 First Floor 0.30 1 8 ° 17 ° 1 56.0 16.80 First Floor 0.30 3 24 ° 9 ° 648.0 194.40 Second Floor 0.30 16 3 10 5 ° 240.0 72.00 Second Floor 0.30 12 6 ° 5 ° 360.0 108.00 Second Floor 0.30 4 4 ° 5 ° 80.0 24.00 Third Floor 0.30 16 3 ° 5 ° 1 240.0 72.00 Third Floor 0.30 12 6 0 5 ° 360.0 108.00 Third Floor 0.30 4 4 ° 5 ° 80.0 24.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.01 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.01 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.01 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 Sum of Vertical Fenestration Area and UA 12584.01 775.20 Vertical Fenestration Area Weighted U= UA/Area 0.30 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet I"Oh Feet Inch Area UA 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 1 0.01 0.00 Overhead Glazing Area Weighted U= UA/Area 1 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 12605.01 781.50 Simple Heating System Size: Washin tort State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information EMORY LOFTS IGRANDVIEW NORTH,LLC Heating System Type: (&II Other systems ()Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) 47 Marysville — I AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building l 1 Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 30,728 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 9.0 276,552 Glazinq and Doors U-Factor X Area = UA Instructions 0.30 2.605 781.50 Skylights U-Factor X Area = UA Instructions 0.50 0� --- Insulation Attic U-Factor X Area = UA Instructions L R-38 Advanced 0.026 10.311 268.09 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions No Vaulted Ceilings in this project. --- 0 Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions R-21 Intermediate 0.056 17,272 967.23 Floors U-Factor X Area UA Instructions II -R-39 0.025 0 l I _ � J Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions No Below Grade Walls in this project. - "-" 0 --- Slab Below Grade(see Figurer) F-Factor X Length UA Instructions No Slab Below Grade in this project. Slab on Grade(see Figure 1) F-Factor X Length UA Instructions � 0.540 508 274.32 R-10 Perimeter Location of Ducts J Instructions Duct Leakage Coefficient No Ducts � 1.00 Sum of UA 2291.14 Envelope Heat Load 107,683 Btu/Hour Figure 1. Sumof UAXAT Air Leakage Heat Load 140,378 Btu/Hour VolumeX 06XATX 016 Abo-Grady Building Design Heat Load 248,061 Btu/Hour �— Air Leakage+Envelope Heat Loss Building and Duct Heat Load 248,061 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1 10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 347,286 Btu/Hour Building and Duct Heat Loss X 140 for Forced Air Furnace Building and Duct Heal Loss X 125 for Heat Pump (07101113) JARN T EN GINEERING,NGINEERING, INC. JOB P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY _ - DATE FAX (360) 863-1481 CHECKED BY —_ DATE SCALE PROJECT: EMORY LOFTS — MIXED USE BLD'G LOCATION: ARLINGTON. WA CLIENT: GPANDVIEW NORTH LLC JEI JOB NO.: 18-01-100 CODE: 2015 IBC LIVE LOADS: FLOOR: 40 P5F 100 P5F COMMON AREAS SNOW: 25 P5F WIND: Vult= 110 MPH EXP B SEISMIC: 55= 1 .05. 51=0.4 I DE51GN CATEGORY D, 51TE CLA55 D DEAD LOADS: ROOF: 15 P5F FLOOR: 10 P5F + 15 P5F LW CONC. ^ SOIL: & v % ' BEARING: 2000 P5F LATERAL: '? c�t,�•i1, i .........-._.;NE3S U57"aY 'print.ing sei�:icc a �::...>.L•u:_F>:.',.,.,,.. .._..a?:... �..,.::u;�:. `�" ���� le. '.:(' 143..,._... JARNOT ENGINEERING, INC. As EMORY LOFTS iB-01-100 P.O. Box 704 SHWND. 2 OF MONROE, WA 98272 PH.(360)863-1831 `A`�""'®� °ATE—FAX(360)863-1481 comer DATE scu — — Q� Cry AlTii s urh • s fil \\\ J _I -jj ; fix a fit: 7 $ 'f � ■ I E I F I 8 9 a Y is L V ', � I 7 sI Or I a IS yQ uj $8 , s I N JARNOT ENGINEERING, INC. EMORY LOFrs iB-Oi-iOO P.O. Box 704 3 of MONROE, WA 98272 PH.(360)863-1831 �"`�""'BD °A7E FAX(360)863-1481 aw0weY - aN _ scams - --- � m T n N u O � O 0 Q � g N n ® � D s � a IMP oil ® s a 0 s � s L LI �' a O �a o o � s 8 --- ----- g s ® s O 7 S F N w J a — 0 W ® d s❑ a 0 01 Q� 5 3 W s u=i JARNOT ENGINEERING, INC. im EMORY Logs 15-01-100 P.O. Box 704 SHWNO. of MONROE, WA 98272 PH.(360)863-1831 rxanM B DATE FAX(360)863-1M1 CHMMIN DAYE wm n T m � L J C] Q S a Q a � a � n n a a a a s a Q U:sj o a o a a a a 0 � a n o 0 a o a � w 0 a A Q a t-D w w LEHI ll_�I Q w Ns N JARNOT ENGINEERING, INC. JOB GRANDVIEW- EMORY I-075 1 8-01-100 25414-127th St. SE SHEET NO. MONROE, WA 981272 PH. (360) 863.1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LATERAL WIND: Values for Simplified method From A5CE7 Figure G-2 Vult= 1 10 MPH EXP. D I: 1 .0 Roof pitch: O :1 2 Mean Roof Height: 3G.0 kZt: 1.0 Wind pressures: (A5D) Eave height: 3G.0 Wall corner: 12.7 [Zone A] Min horiz plan dim: 54.0 Wall main: 8.4 [Zone C] 7� I .OG Roof corner: 0.0 [zone D] 2a= 10.8 Roof main: 0.0 [Zone D] Note: corner loads are in addition to"main"loads 1 TO RIDGE(plf) Gable Nip HWAII. HROOF Main Corner Corner 10 t�5f min (A5D) V3= 4.5 38 19 45 V2= 10.0 84 43 100 V1= 12.0 101 52 120 11 TO RIDGE (plf) Gable Hip Dormer Gable Nip (A5D) HWALL HROOF HROOF HWALL Main Corner Corner 10 p5f min V3= 4.5 38 19 45 V2= 10.0 8443 100 Vi= 12.0 101 52 120 WIND 1/2 5/24/2018 Lateral-Emory lofts JARNOT ENGINEERING, INC. JOB GRANDVIEW- EMORY LOFTS 18-01-100 25414127th St. SE SHEErNO., _ OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE_ SCALE_ 'L=leeward,W=windward W Wind Area I Wind Area 2 Wind Area 3 Wind Area 4 Line above L P Mod` L P Mod" L P Mod' L P Mod" W 3. 1 i 8 38 a 0.68 Min !8 45 0.81 3.2 29 38 a 1 .09 Min 1 29 45 1 .31 3.A 27 38 1 .02 Min 27 45 1 .22 3.B 27 38 1 .02 Min 27 45 1 .22 2.1 0.G8 18 84 a 2. 19 Min 0.81 18 100 2.G l 2.2 1 .09 29 84 a 3.53 Min 1 .31 29 100 4.21 2.A 1 .02 27 84 3.28 Min 1 .22 27 100 3.92 2.6 1 .02 27 84 3.28 Min 1 .22 27 100 3.92 1 . 1 2. 19 18 101 a 4.00 Min 2.G 1 18 120 4.77 1 .2 3.53 29 101 a G.45 Min 4.21 1 29 f 20 7.69 I .A 3.28 27 101 G.00 Min 3.92 27 120 7. 16 I .B 3.28 27 101 G.00 Min 3.92 27 120 7. 16 WIND 2/2 5/24/2016 lateral-Emory intts JARNOT ENGINEERING, INC. JOB GRANDVIEW- EMORY LOFTS 18-01-100 25414-127th St. SE SHEET NO._ OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX(360) 863-1481 CHECKED BY DATE SCALE SEISMIC V = 0.7'5D5'I-W = 0.051 W (Multiply by 0.7 for A5D) R 55: 1.05 Fa= 1 .08 [site Class DI R: G.5 5M5=Fa55= 1.13 I: 1.0 5D5=2/3 SM5= 0.76 Snow load: 25 p5f Seismic DL= 0 [.20•Sn if 5n>30] WEIGHT: FLR 3 ROOF 15P5F(47.54-4.2,5)= 3G.39 Story Ht: 9 EXT WALLS 8P5P'4.5"(2'47+54)= 5.33 INT WALL5 71`51''4.5(-2)(2"47+54)= 9.32 W= 51.0 FLR 2 Story Ht: 9 FLOOR 25P5F(47.54-4'28)= GO.G5 EXT WALLS 81`5F'10'(2-47+54)= 1 1.84 INT WALLS 9.32+7.4.5(-I)(2`47+54)= 13.95 W= 8G.5 FLR I Story Ht: 12 FLOOR 25P5F(47'54-4'28)= GO.G5 EXT WALLS 25P5F"11'(2'47+54)= 40.70 INT WALLS 13.98+7"G(--1)(2'47+54)= 20.20 Average of Brick Framed W= 1 21.5 Wt= 259.1 V= 21.09 SEISMIC DISTRIBUTION: SHEAR WALLS DIAPHRAGMS LEVEL W h Wh Vwh/Ewh VI Ew, Efl/Ew, F,,)Wpx Fpx 3 51 .0 33 1 G84.4 G.7G G.7G 51.0 0.132 0.132 G.7G 2 8G.5 23 1985.9 7.98 7.98 8G.5 0.092 0.1OG 9.15 1 121.5 13 1550.1 G.34 13.11 172.G 0.07G 0.1OG 12.8G 259.1 E= 5253 21 .09 Fp wpx =0.2'0.7"5D5'I"Wpx= 0.I OG Fp,/Wpx =0.4"0.7'SD5"I"Wpx= 0.212 EO I/a 5/24/2018 lakenl-Emory lnffe JARNOT ENGINEERING, INC. inn GRANDVIEW- EMORY LOFT5 18-01-100 25414-127th St. SE a SHEET NO. O OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE_ FAX (360) 863-1481 CHECKED BY _ _ DATE SCALE REDUNDANCY Line %V5t V LW Perunet-el- Bays 3.1 0.35 2.37 132.0 N n/a 3.2 0.65 4.40 66.0 Y 14.7 ELw= 195.0 Redundancy Check a: n/a Redundancy Check b: Min bays < 2 Doe5 not comply Overall: Complles Line %V5t V Lw Perirnett r Bays 3.A 0.50 3.38 34.0 Y 7.6 3.D 0.50 3.38 _30.0 Y 6.7 ELw= 64.0 Redundancy Check a: n/a Redundancy Check b: Min bays < 2 => Doe5 not comply Overall: Complies Line V2 %V j V %V5t LW Perimeter Bays 2.1 2.37 0.35 5.16 0.35 132.0 N n/a 2.2 4.40 0.65 9.59 0.65 50.0 Y ELw= 182.0 Redundancy Check a: Min wall: 50.0 > h => complies Redundancy Check b: Min bays < 2 => Does not comply Overall: Complies Line V2 %V 1 V %V5t LW Perimeter Bays 2.A 3.35 0.50 7.37 0.50 34.0 Y 7.6 2.5 3.35 0.50 7.37 0.50 30.0 Y 6.7 ELw= 64.0 Redundancy Check a: Min wall: 30.0 > h => complies Redundancy Check b: Min bays < 2 => Doe5 not comply Overall: Complles Line V2 %V 1 V %V5t LW Perimeter Bays 1.1 5.16 0.35 7.4 0.35 6.0 Y 1.3 1 .2 9.59 0.65 13.7 0.65 60.0 Y 13.3 ELw= 66.0 Redundancy Check a: Min wall: 6.0 %Reduction= 0.09 <.33 Complies Redundancy Check b: Min bays < 2 => Does not comply Overall: Complies EO 2/3 5/24/2018 lateral-Cmory bite JOB GRANDVIEW- EMORY LOPT5 1 8-01-100 JARNOT ENGINEERING, INC. 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY __ DATE — —.— _ FAX (360) 863-1481 CHECKED BY _ DATE SCALE Line VZ %V I V %Vst LW Perimeter Bays I .A 7.37 0.50 10.5 0.50 28.0 Y G.2 1.8 7.37 0.50 10.5 0.50 25.0 Y G.2 ELw= 5G.0 Redundancy Check a: Min wall: 28.0 > h => complle5 Redundancy Check b: Min bays < 2 => Does not comply Overall: Complies Numbered Lines: p= 1.0 Lettered Lines: p= 1 .0 EQ 313 5/24/2018 JARNOT ENGINEERING, INC. GRANDVIEW- EMORY LOFTS 18-0 I-100 JOB 25414-127th St. SE SHEET NO. I0 OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY _- DATE. . SCALE LINE 3.1 E= 7.G9 <= p= 1.0 TYPE: G W= O.G8 WMIN= 0.81 L= 132.0 H= 9 ve=EJL= 58 <1 25 <= WALL TYPE G I vw=W/L= G De5ign=0.71 v= 4 <230 WALL TYPE G I TOT-E=veH= 0.52 O.T. OK by Inspection TOT-w=vwH= O.OG LINE 3.2 E= 4.40 <= p= 1 .0 TYPE: P W= 1 .09 WMIN= 1.31 L= GG.O H= 9 ve=E/L= 59 <230 <= WALL TYPE I A vw=W/L= 20 De5i6jn=0.7 I v= 14 <230 WALL TYPE I A TOT-E=veH= 0.53 OK- No Holdowns Re4d TOT-W=vwH= 0.18 LINE 3.A E= 3.38 <= p= 1 .0 TYPE: P W= 1 .02 WMIN= 1 .22 L= 34.0 H= 9 ve=E/ = 99 <230 <= WALL TYPE I A vw=W/L= 3G De5ign=0.7 I v= 25 <230 WALL TYPE I A Tor-E=veH= 0.90 O.T. OK by Inspection TOT-W=vwH= 0.32 L I/6 611/2018 Lateral-Emory Lofts F - GMNDVIEW- EMORY LOFTS 1 8-01-100 JARNOT ENGINEERING, INC. JOB 25414.127th St. SE SHEET NO. lI OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY. DATE FAX (360) 863-1481 CHECKED BY _ DATE SCALE LINE 3.13 E= 3.38 <= p= 1 .0 TYPE: P W= 1.02 WMIN= 1 .22 L= 30.0 H= 9 ve=f/L= 1 13 <230 <= WALL TYPE I A vw=WIL= 41 De5ign=0.71 v= 29 <230 WALL TYPE I A TOT-e=veH= 1 .01 O.T. OK by Inspection TOT-W=vwH= 0.3G LINE 2.1 E= I G.78 <= p= 1 .0 TYPE: G W— 2.10 WMIN= 2.G I L= 132.0 H= 9 ve=E/L= 127 <145 <= WALL TYPE G3 vw=W/L= 20 Deslgn=0.71 v= 14 <230 WALL TYPE G3 ToT-E=veH= 1.14 O.T. OK by Inspection ToT-w—vwH= 0.18 LINE 2.2 E= 9.59 <= p= 1 .0 TYPE: P W= 3.53 WMIN= 4.21 L= 50.0 H= 9 ve=E/L= 192 <230 <= WALL TYPE I A vw=WIL= 84 De5ign=0.71 v= GO <230 WALL TYPE I A TOT-E=veH= 1.73 TOT-W=vwH= 0.7G OK- No Holdowns Read L 2/G G/112018 lateral-Emory lofts JARNOT ENGINEERING, INC. GRANDVIEW= EMORY LOFTS 18-01-100 25414-127th St, SE SHEET No. — MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY_ ._.— _.__._ .-. DATE -FAX (360) 863-1481 CHECKED BY DATE SCALE _ -- - LINE 2.A E= 7.37 <= P= 1 .0 TYPE: P W= 3.28 WMIN= 3.92 L= 34.0 H= 9 ve=E/L= 217 <230 <= WALL TYPE I A vw=W/L= 1 15 De51gn=0.7 I v= 82 <230 WALL TYPE I A TOT-€=veH= 1.95 O.T. OK by In5pection Tor-w=vwH= 1 .04 LINE 2.5 E= 7.37 <= P= 1.0 TYPE: P W= 3.28 WMIN= 3.92 L= 30.0 H= 9 ve=QL= 24G <335 <= WALL TYPE 2A vw=W/L= 131 O.T. OK by Inspection De51gn=0.7 I v= 93 <230 WALL TYPE 15 Tore=veH= 2.21 ToT-w=vwH= 1 .17 LINE 1 . 1 E= 7.36 <= P= 1.0 <7.77 W= 4.00 WMIN= 4.77 V= 7380 L= G.0 H= 12 USE(3) WSW 24 X 13 SIMP50N 5HEAKWALL5 L 3/G G/112015 lateral-Emory lots JARNOT ENGINEERING, INC. JOB_ GRANDVIEW- EMORY LOFTS_ 18-01-100 25414-127th St. SE SHEET NO. 3 OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY __ _ _ DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE 1 .2 E= 13.71 <= Ix 1 .0 TYPE: P W= 6.45 WMIN= 7.69 V= 13710 L= 60.0 H= 12 v= 229 AB: v= 229 <275 5/8" AB @ 48" oc ve=E/L= 228 <230 <= WALL TYPE I A vw=W/L= 128 De5ign=0.71 v= 91 <230 WALL TYPE I A ToT-e=v,5H= 2.74 TOT_w=vWH= 1.54 E: (.6-.145D5) DL=(.6-.14SD5)W(Lw/2+--Lo)= 0.54 W: .G DL=.GW(Lw/2+-Lo)= 0.66 W=4".01 +.06= 0.10 Lw= I G.0 Lo= 3.0 E: Uplift= 2.20 <= STHD 10 W: Uplift= 0.88 Strap Windows 6DL-QE E Wall E Wm v TOT Wm Lo GDL Uplift E: 14.0 8.0 145 1.74 0. 15 3 1 .04 0.71 OK- No Holdowns FC4d W: 14.0 8.0 82 0.98 0.15 3 1 .26 -0.28 Short Segment shearwalls (<2:1 aspect ratio for seismic loads) [SDPW5 4.3.4.31 Ln h E L v h/2w VDe5 5 12 13.7 60.0 228 1 .20 274 <335 WALL TYPE 2A Short Segment shearwalls (<2:1 aspect ratio for wind loads) [SDPWS 4.3.4.31 Ln h W L v h/2w VDE5 5.0 12 7.69 60.0 128 1 .20 109 <230 WALL TYPE I B L 416 6/1/2015 lateral-Emory Wt. JOB GRANDVIEW- EMORY LOFT5 18-01-100 JARNOT ENGINEERING, INC. 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE _. LINE I .A E= 10.55 <= p= 1 .0 TYPE: P W= G.00 WMIN= 7.I G V= 10550 L= 28.0 H= 12 v= 377 AB: v= 377 <415 5/8" AB @ 32"oc s ve=E/L= 377 <430 <= WALL TYPE 3A vw=W/L= 25G De51gn=0.71 v= 161 <230 WALL TYPE 113 TOT-e=VeH= 4.52 TOT-w=vWH— 3.07 E: (.G-.145D5) DL=(.G-.14SD5)W(Lw/2+—Lo)= 0.57 W: .G DL=.GW(Lw/2+—Lo)= 0.G9 W=G'.025+.0G= 0.21 Lw= 5.0 Lo= 3.0 E: Uplift= 3.95 <= <4.57 HDU4/4XG DF2/5B5/8X24 W: Uplift= 2.37 Short Segment 5hearwalb (<2:1 aspect ratio for 5e15m1c loads) [5DPW5 4.3.4.3] L„ h E L v h/2w vDE5 5.0 12 10.5 25.0 377 1 ,20 452 <5G5 WALL TYPE 4A Short Segment 5hearwall5 (<2:1 aspect ratio for wind loads) [5DPW5 4.3.4.31 Ln h W L v h/2w vDE5 5.0 12 7.I G 28.0 25G 1 .20 218 <230 WALL TYPE 15 L 5/6 6/112018 latent-bwy hits JARNOT ENGINEERING, INC. JOB GRANDVIEW- EMORY LOFTS 18-01-100 25414-127th St. SE SHEET NO. �> of_ MONROE, WA 98272 PH. (360) 863-1831 CALCULATED By _ _ DATE. FAX (360) 863-1481 CHECKED BY — DATE SCALE - _-- LINE I.B E= 10.55 <= p= 1.0 TYPE: P W= G.00 WMIN= 7.1 G V= 10550 L= 28.0 H= 12 v= 377 A6: v= 377 <41 5 5/8" AB @ 32"oc `,.=flL= 377 <430 <= WALL TYPE 3A vw=W/L= 25G De516jn=0.7 I v= 181 <230 WALL TYPE I B TOT-e=veH= 4.52 TOT-w=vWH= 3.07 E: (.G-. 145D5) DL=(.G-.145D5)W(Lw/2+—Lo)= 0.30 W: .G DL=.GW(Lw/2+—Lo)= 0.37 W=4'.0 I+.OG= 0.10 Lw= G.3 Lo= 3.0 E: Upllft= 4.21 <= <4.57 HDU4/4XG DF2/5155/8X24 W: Upllft= 2.70 L GIG G/112016 lateral-Emory hits GRANDVIEW EMORY LOFTS 18-01-100 JARNOT ENGINEERING, INC. JC3 __ ____ __ r� 25414-127th St. SE SHEET NO. �`� OF _ MONROE, WA 981272 PH. (360) 863-1831 CALCULATED BY . _ ___ DATE_ FAX (360) 863-1481 CHECKED BY — DATE SCALE _VERTICAL Floor Joists DL= 1 0+1 5= 25 p5f (I-1/2" Iw conc). LL= 40 p5f Living Space 100 p5f Common Area Joists @ 12"oc DL= 25 plf LL= (Lvng 5pc) 40 pIf (Haliwy) 133 plf TL= G5 plf I G7 plf J015t5 @ I G"Oc DL= 34 plf LL= (Lvng 5pc) 53 plf (Hallwy) 133 pif TL= 87 plf I G7 plf L.1v1nq Space Max Span = 20-0" I G"PW177 Allowable: LL= 52 plf —53 ok TL= 8G plf ---87 ok USE I G" PW177 @ I G"oc-OR EQUAL <= USE Roof Rafters DL= 15 p5f LL= 25 psf Rafters @ I G"oc DL= 20 plf LL= 34 plf TL= 54 plf Rafter Max Span — 2G'-O" 14" PW177 Allowable: LL= 75 pIf > 34 ok TL= 97 plf > 54 ok USE 14" PW177 @ I G"oc - OR EQUAL V I/G 6/1/2018 0—-I!m y Wtb GRANDVIEW EMORY LOFTS 18-01-100 JARNOT ENGINEERING, INC. °° - --- - 25414-127th St. SE SHEET NO.. - OF _. MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY __ DATE SCALE Bm 1 Hallway Hdr @ Roof L.- 3.8 ft LDF: 5 w=I G'40= G40 plf d: 7.3 in M=1/8wL2= 1.13 <1.15' 3.24 V=w(U2-d/1 2)= 0.81 <1.1 5' 3.05 R=wU2= 1.20 4x8 DF2 Bm 2 Window Hdr @ Roof L: G.0 ft LDF: 5 w=1 3'40= 520 plf d: 7.3 in M=1/8wL2= 2.34 <1.15' 3.24 V=w(L/2-d/1 2)= 1.25 <1.1 5' 3.05 R=wU2= 1.5G 4x8 DF2 Studs @ Load-Bearing WaII5- Roof P=1 .33'.G4= 0.851 P;kj h (ft) b(in) d(m) k Fr-(p51) Em,,,(ksl) LDF Type fc= Fc= 0.85 9.0 1 .50 5.50 1.00 1300 470 1.1 5 .S 103 < 810 OK 2xG HF2 @ 16"oc Bm 3 1 lallway Hdr Below 3rd L: 3.8 ft LDF: S w=I G'40= G40 plf d: 7.3 1n M=1/8wL2= 1 .13 <1.15' 3.24 V=w(U2-d/1 2)= 0.81 <I.1 5' 3.05 R=wU2= 1 .20 4x8 DF2 Bm 4 Window Hdr below 3rd L: G.0 ft LDF: 5 w=1 3'40= 520 pIf d: 7.3 1n M=1/8wL2= 2.34 <1.1 5' 3.24 V=w(L/2-d/1 2)= 1 .25 <1.1 5' 3.05 R=wU2= 1 .5G 4x8 DF2 V 2/6 6/1/2018 5--Emory L.R. GRANDVIEW EMORY LOFTS 18-01-100 JARNOT ENGINEERING, INC. J°B - - - 25414-127th St. SE SHEET NO. OF- MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Studs @ Load-Bearmcq Wa115- Below 3rd TL PpooF=15'40= GOO Phall=3'125= 375 PFloor=l3'G5 845 1820 P=1 .33'1.82= 2.421 F(k) h(ft) b(m) d pn) k Fc(psi) E",,(k51) LDF Type fc= fe= 2.41 9.0 1 .50 5.50 1.00 1300 470 1 .15 S 292 < 810 OK 2xG HF2 @ I G"oc 2nd floor J015t5 �Beam Loading- from Rear LDF: 5 PI: O.GO 0.38 LL 0.08 LL 0.20 LL 22.0 vJr: 0.13 LL w1: 0.25 PI=15'40= GOO 375 G.0 F22.0 w1=2'125= 250 200 28.0 w2=2'G5 130 80 2.93 2.OG LL 2.03 1.28 LL I G"oc M= 20.99 <1 .1 5'34.73 V= 3.30 <1 .1 5'3.71 weouly= 0.22 wu.-eouly= 0.14 IMIN= 2147 < 4901 S: L/ 240 E: 1000 5= O.G I IMIN-u= 2083 < 4901 S: U 3GO E: 1000 8LL= 0.40 24" Redl-90HS @ I G"oc Floor Beam Loadmg - From Front Floor TL LL P=2.13'G5= I G90 1040 Roof TL LL P=I G'40= G40 400 2330 1440 Beam Loading = 2930+2330= 52GO pIf TL Beam Loading = 20GO+1440= 3500 plf LL V3/G G/1/2015 lk—_EA.,yLft. GRANDVIEW EMORY LOFTS 18-01-100 JARNOT ENGINEERING, INC. JOB -- - 25414-127th St. SE SHEET NO. _ OF _-- MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE _ FAX (360) 863-1481 CHECKED BY _DATE SCALE Bm 5 2nd Floor Beam L: 25.5 ft LDF: 5 GLB Cv= 0.89 w= 52GO plf b: 5.13 wLL= 3500 plf k: I d: 30.0 in x: 10 S:U 240 SLL:L/ 360 If: 11,500 k51 M=1/8wL2= 427.5 <1.151 464.4 534.1 V=w(U2-dl 1 2)= 53.92 <I.15' G8.34 IMIN= 21805 < 41796 S= O"G7 IMIN(LL)= 217G3 < 417% 6LL= 0.44 R=wU2= G7.07 RLL=wLLU2= 44.G3 10-3/4 x 36 GLB Footing: f5O1L= 1 .85 P=24.75'5.2G= 130.2 b=4(P/f5OlL)= 8.39 F8.5 Bm G 2nd Floor Beam L: 20.5 ft LDF: 5 GLB Cv= 0.92 w= 52GO plf b: 5.13 wLL= 3500 plf k: I d: 27.0 In x: 10 S:U 240 SLL:U 3GO E: 1800 k51 M=I/awL2= 27G.3 <1.15' 2G 1.2 300.4 V=w(U2-dl1 2)= 42.08 <1 .1 5' 51.2G IMIN= 11329 < 17G33 S= O.GG IMIN(LL)= 11307 < 17G33 SLL= 0.44 R=wU2= 53.92 I-LL=wLLU2= 35.88 10-3/4 x 27 GLB hCA-hinge Connector: => G.75'5.2G= 35.51 HCC3TA 1 1-9 43.98/1.1 5= 38.24 >35.5 1 Footing: fSOIL= 1.85 P=18'5.2G= 94.G8 b=4(P/f5oIL)= 7.15 F7.5 V 4/G G/1/2018 13- f y tdt. GRANDVIEW EMORY LOFTS 18-01-100 JOB JARNOT ENGINEERING, INC. -- -- 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED By DATE FAX (360) 863-1481 CHECKED BY DATE SCALE. _- Steel Po5t/5a5eplate/Cap: I Ox I Ox 1/4"H55 @ 13ft => 213 kips ok Pa: 134 ry: 3G "W"column n (y or n) 5: 14 bF: 8 n= 3.00 <= N: 14 d: 8 m= 3.00 <= n'= 2.00 fp= O.G84 ksi Min thickness= 0.75 in Cap Length 134/18/10.75= O.G93 ksi <.74 Use 18" Long Cap Plate @ Open Area Posts/9" @ Ends w/I Ox I Ox 1/4"H55 Bm 7 Seam Support Hdr @ Hallway LDF: 5 Pi=81.53 54.25 LL LL 1.0 PI=15.5'5.2G= 81.53 54.25 4.5 G3.41 42.19 LL 18.12 12.OG LL M= G3.41 <1.15'4G4.4 V= G3.41 <1 .151 G8.34 WEGUiV= 18.39 wLL-Eouiv= 12.23 IMiN= 419 < 4179G 8: U 240 E: 1800 8= 0.00 IMIN-H= 4 16 < 41 79G 8: U 3GO E: 1500 81-1-= 0.00 10-3/4 x 30 GLB Hanger: I"Diameter Thru-Bolts V=81.53/2= 40.77 klp5 f1= 3000 # No. Bolts= 1 1 .52 USE (1 2) I"DIAMETER THRU-BOLTS EACH SIDE Weld one side of tab Max 112 load on I tab M=Phh= 30.57 5=I/G cl 9G.00 _P= 0.00 fl=M/S= 0.32 T=P = 0.00 Ph= 20.38 fl=T/d= 0.00 h= 1.5= V=Ph= 20.35 d= 24 fii=V/d= 0.85 fnet=(fy2+fll2)•5= 0.91 f'v: 21 tmin=f,,,df'v/.707= O.OG U5E 1/4"WELD 5/1 G" PLATES V5/6 G/1/2018 Beam-Emory Wt. GRANDVIEW EMORY LOFTS 18-01-100 JARNOT ENGINEERING, INC. JO8 y 25414-127th St. SE SHEET NO. `I OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY __ DATE FAX (360) 863-1481 CHECKED BY _-___ DATE SCALE Hanger Seat Bearing: Pbrg=10.75'3/.74= 43.58 kips >40.77 USE 3"SEAT Try(G) I"Diameter Thru-Bolts Pbolt=2.940'G'1.1 5= 20.29 kips d=3+3= G in Vnet=V-Pbolt= 20.48 fl2=V/d= 3.41 f'v: 21 k5i (.G'70/2.0) tmin=f/f'v/.707= 0.23 inch U5E 1/4"WELD 5/I G"SIDE PLATES Footing: fsoa= 1.85 P= G5.22 b=q(P/fsoio= 5.94 FG.O Footing: feoa= 1 .85 P= - 15.64 b=q(P/fsoij= 3.17 F3.5 Bm 8 Header Beam Q Front Opening L: 24.5 ft LDF: 5 GO Cv= 0.90 w=I G90+13'40+200= 2410 plf b: 5.13 wLL=1040+13'25= 13G5 plf k: I d: 28.5 in x: 10 S:L/ 240 8LL:t/ 3GO E: 1800 ksi M=I/8wL2= 180.8 <1.15' 182.8 210.2 V=w(U2-d/12)= 23.50<1.1 5' 33.97 MIN= 88GO < 13021 8= 0.53 IMIN(LL)= 7528 < 13021 8LL= 0.47 R=wL/2= 29.52 PILL=wLLU2= I G.72 G-3/4 x 28-1/2 GLB Footing: fSOIL= 1.85 P= 29.5 b=q(P/fsoo 3.99 F4.0 P(k) h (ft) b (In) d (m) k Fc(psl) E,,, (ksi) LDF Type fc= Fc= 29.50 12.0 13.50 5.50 1 .00 1300 470 1.00 S 397 < 501 OK 9-2XG VG/7 G/1/2018 Beam-Emon,Lo¢s JARNOT ENGINEERING, INC. JOB GRANDVIEW EMORY LOFT5 _- 18-01-100 25414-127th St. SE SHEET NC— 2 Z of MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY.__ __ DATE FAX (360) 863-1481 CHECKED BY DATE SCALE 6m 9 15t Fir H& L: 6.0 ft LDF: N w= 2410 pif d: 9.5 In M=I/BwL2= 10.85 < 13.06 V=w(U2-cl/I 2)= 5.32 < 6.43 R=wL/2= 7.23 3-1/2 x 9-1/2 PSL V 7/7 G/I/2015 Beam-6mry Wt. GRANDVIEW- EMORY LOFTS 18-01-1 OC JARNOT ENGINEERING, INC. 25414-127th St. SE SHEET NO. MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY ___ DATE SCALE 5hearvdall Footing Dimen5ion5 L 1 1 .00 ft B G.00 ft t 30 in Loads Pdead 0.00 k Flive 0.00 k MOT 95.9 ft-k Wfb, 24.75 k Pnet= 24.75 k Mre5= 13G. 1 ft-k F5oT= 1 .42 Mnet= 40.2 ft-k x= I .G3 ft e= 3.875 ft e=b/ 2.84 <G fsoil max= I G32 p5f fsoil min= O @ 4.88 ft back fy: GO k5i Pc: 2500 k5i b: 12 in d: 27 in MU: 44.22 ft-k Bar size: G A r= 0.001 12 Art= 0.3G in Amin= 0.72 in m= 0.0 RU= O.OG7 k5i Bar Area= 0.44 in Spacing= 14.5 in o.c. USE# G @ 12.0 "o.c. T 13 2-4 • Anchor DesignerTA° Company: Grandview North LLC Date: 5/24/2018 Engineer. Jamot Engineering,Inc. I Page: 1/5 Software Project: Emory Lofts Version 2.5.6582.2 Address: Phone: E-mail: 1.Proiect Information Customer company:Grandview North LLC Project description:Emory Lofts Customer contact name: Customer e-mail: (3)WSW 24x13 w/1/2"Spacers Comment: Location: Fastening description: 2.Input Data&Anchor Parameters General Base Material Design method.ACI 318-11 Concrete:Normal-weight Units:Imperial units Concrete thickness,h(inch):24.00 State:Uncracked Anchor Information: Compressive strength,Pc(psi):3000 Anchor type:Cast-in-place 4ro,v:1.4 Material:AB_H Reinforcement condition:B tension,B shear Diameter(inch):1.000 Supplemental reinforcement:No Effective Embedment depth,her(inch):18.000 Reinforcement provided at comers:No Anchor category:- Ignore concrete breakout in tension:No Anchor ductility:Yes Ignore concrete breakout in shear.No hmin(inch):20.63 Ignore Edo requirement:Yes C.In(inch):1.88 Build-up grout pad:No Smin(inch):4.00 Base Plate Load and Geometry Length x Width x Thickness(inch):11.50 x 24.00 x 0.00 Load factor source:ACI 318 Section 9.2 Load combination:not set Seismic design:No Anchors subjected to sustained tension:Not applicable Apply entire shear load at front row:No Anchors only resisting wind and/or seismic loads:Yes <Figure 1> r s .G1 .. 7 �i i FJ;�ar� �1..„ ei�.ur�.nt F.�'f¢ 7t ticf,t•,�Iclr.r rCt �'j i x� �•- ,y.n� 1 k' <��? AI`�4� a'�f R�,� Itxl, +•S1� rh .,µ 1��j#7~' 1� "R� 1 '€�,17114)(�r•1�3f.+((( ,r�r"t,y��51�$' y4n (i, 'Y � ��•�,U��rY,��i�1�ly ° ^r�',��tK�vr<i�V�� Il� I i i t .om r 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. 5966 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.500.0000 Fax:925.847.3871 www.strongtfe.com /— -/3 Anchor DesignerT11 Company: Grandview North LLC Date: 5/24/2018 Software Engineer: Jarnot Engineering,Inc. Page: 2/5 Project: Emory Lofts Version 2.5.6582.2 Address: Phone: E-mail: <Figure 2> yv s r * y O o'rt�`r` - f� k iW;�'• �• �Qc 1 yi'�' t i Q U '�+t yk sAF �` i 51yfUrt��j klri)D^' 7[q {� 1 lu�+f x�'cF, fr{ {,� +' �y� "�j�r<♦I p f ,�tt FYI,�+� ,t���f�w fi I•`��', r 2�4`• ��,�'��`���s'4��♦♦. 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I 4+1 ly {•�'�J 9i�r I �fl� vn I 1 'il`t i ( I -Li Lf[ �a7 r Flr �1��ht<£s,{/.f�4.rti F�� 'l�yT�"�� ta�J."! 52i ,l ' }��' k � r �dl'• y �i� i �; r�{r 1���-���y + �`v %`� � ,. ,p •t1 �I �'wv� t �(1����,to 4 �. v 1�'�" e ,fir�}�t,�YL�i���n �f - b��c' k+;�,Nr�'1r�_ �+ 'f;.t � .e�'.ti•.p 1.11 4r.F+p°`i< +rr R. _ dy o •1 t\. rr (f i�Lt •.0 tl+�,���t�,3\l �k 11 i"'y} wYY n� .rr. 4 hi 1• 1 t . ' "� +`�. A-rrl. Recommended Anchor Anchor Name:PAB Pre-Assembled Anchor Bolt-PAB8H(1 T) Asm Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-lie Company Inc, 5956 W.Las Posites Boulevard Pleasanton,CA 94688 Phone:925.560.9000 Fax:925.847.3871 www.strongfie.com 2 (, • Anchor DesignerT"" Company: Grandview North LLC Date: 5/24/2018 Software Engineer: Jarnot Engineering,Inc. Page: 3/5 Project: Emory Lofts Version 2.5.6582.2 Address: :w Phone: E-mail: 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nu.(lb) Vu.(lb) Vney(lb) q(Vunx)'+(Vuay)z(lb) 1 19414.6 1230.0 0.0 1230.0 2 19414.6 1230.0 0.0 1230.0 3 19414.6 1230.0 0.0 1230.0 4 0.0 1230.0 0.0 1230.0 5 0.0 1230.0 0.0 1230.0 6 0.0 1230.0 0.0 1230.0 Sum 58243.9 7380.0 0.0 7380.0 Maximum concrete compression strain(%*):0.35 <Figure 3> Maximum concrete compression stress(psi):1511 Resultant tension force(lb):58244 Resultant compression force(lb):58243 06 O 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 Y Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 ��5 �� 02 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 --- 04 X T 03 4 Steel Strength of Anchor In Tension[Sec D 51) Nse(lb) 0 ON"(lb) 72720 0.75 54540 S.Concrete Breakout Strenathof Anchor in Tension(Sec.13.5 2) Nb=1&64fch.?3(Eq.D-7) Ila fe(psi) her(in) Nb(lb) 1.00 3000 13.333 65702 ONchg=0(ANCIANco)Fec,NVedNVfc,NVIcp,NNb(Sec.D.4.1 &Eq.D-4) ANc(in') AN.(In2) ca,min(In) WecN V'ad,N TON T'CAIV Nb(lb) 0 ONcbg(lb) 1986.00 1600.00 20.00 1.000 1.000 1.25 1.000 65702 0.70 71359 6.Pullout Strength of Anchor in Tension(Sec D 5 3) ONpn=O7Yc,PNp=¢1y A/lbrgfo(Sec.D.4.1,Eq.D-13&D-14) Y'c,P Ab g(in2) fc(psi) 0 ONpn(lb) 1.4 5.15 3000 0.70 121222 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:926.560.9000 Fax:925.847.3871 www.strongUe.com 2j- ' Anchor DesignerTm Company: Grandview North LLC Date: 6/24/2018 � Engineer: Jarnot Engineering, Inc. Page: 415 Software Project: Emory Lofts " - Version 2.5.6582.2 Address: n Phone: E-mail: 8.Steel Strength of Anchor in Shear(Sec.D 6 1) Vae(lb) Oweut 0 AMUIOVse(lb) 43630 1.0 0.65 28360 9.Concrete Breakout Strength of Anchor in Shear(Sec.D.6 2) Shear perpendicular to edge in x-direction: Vex=minl7(le/de)024d.A.4fccel1•5;9,Lgfecw1.51(Eq.D-33&Eq.D-34) le(in) de(in) Aa fc(psi) cal(in) Vbx(lb) 8.00 1.000 1.00 3000 16.00 31549 ¢Vcbgx=0(Avc/AVco)V'egVVedvV'c,VV'h,VVbx(Sec.D.4.1 &Eq.D-31) Avc(inz) Av.(In2) fa:,v Ted,v Y'QV V'b,v Vbx(Ib) 0 OVcbgx(lb) 1440.00 1152.00 i.000 0.950 1.400 1.000 31549 0.70 36715 Shear parallel to edge in x-direction: Vby=minl7(1e/da)124de.1ellfcca11-5;9ilegfcce11•51(Eq.D-33&Eq.D-34) le(in) de(in) Re fc(psi) cal(in) Vby(Ib) 8.00 1.000 1.00 3000 16.00 31649 OVbbgx=0(2)(Ave/A-)V'e�,vW.d,vV.,vV'b,vVby(Sec.D.4.1 &Eq.D-31) Av.(inz) Av.(in?) V'ec,V Wed,v V'e,v V'b,v Vey(lb) 0 OVcbgx(lb) 1152.00 1152.00 1.000 1.000 1.400 1.000 31549 0.70 61836 10.Concrete P_y ut_S Length of Anchor in She OVcpg=OkcpNog=Okcp(ANc/AN.)IYec,N%d,NV'c,Ar%p,NNb(Sec.DAII &Eq.D-41) kcp ANc(Inz) ANw(In2) V'ec,N V'ed,N Vc,N V'cp,N Nb(lb) 0 OVcP9(lb) 2.0 2880.00 1600.00 1.000 1.000 1.250 1.000 65702 0.70 206961 11.Results Interaction of Tensile and Shear Forces(Sec n Tension Factored Load, Nee(lb) Design Strength,eNc(lb) Ratio Status Steel 19415 54540 0.36 Pass Concrete breakout 58244 71359 0.82 Pass(Governs) Pullout 19415 121222 0.16 Pass Shear Factored Load,Vua(lb) Design Strength,0Vc(lb) Ratio Status Steel 1230 28360 0.04 Pass T Concrete breakoutx+ 7380 36715 0.20 Pass(Governs) II Concrete breakout y- 3690 61836 0.06 Pass(Governs) Pryout 7380 206961 0.04 Pass Interaction check NualoA„ Vua/QIVn Combined Ratio Permissible Status Sec.D.7..1 0.82 0.00 81.6% 1.0 Pass PAB8H(1"0)with hef=18.000 inch meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tle Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.stronglie.com * • Anchor DesignerTM Company: Grandview North LLC Date: 5/24/2018 Engineer: Jarnot Engineering, Inc. Page: 5/5 Software Project: Emory Lofts Version 2.5.6582.2 Address: Phone: E-mail: 12.Warnings -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast-in-place anchor is waived per designer option. -Designer must exercise own judgement to determine if this design is suitable. 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.strongUa.com G�rvY °� City of Arlington IWTV[En 0IF 4 o s HIQ3 U • Public Works ����nrsKo 238 N. Olympic • Arlington, WA 98223 DATE JOB NO. ❑Administration ❑Maintenance & Operations ATTENTION ❑Engineering ❑Utilities TO RE: I 1 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints 0, Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order M COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints > 1. Ed-,,,For review and comment ❑ ❑ FORBIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. �``Y °A. City of Arlington 107fl n Oo 1P 4 o e ]�Cu�044Lad • Development Services ��L44�'t 238 N. Olympic • Arlington, WA 98223 f -� DATE/ ❑Administration ❑Buildin ❑En ineerinpp g g b ATTENTION ❑Planning ❑Utilities TO RE: J v"JLl — ) f WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Cha a order /❑ ], ( ; COPIES DATE NO. DESCRIPTION L + ; , P 1� - THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. C."V Y • City of Arlington 11EVVIE t3 OO 7 4� e HI@W=1 1 • Public Works 'fr��NG�o 238 N. Olympic •Arlington, WA 98223 DATE JOB NO. ❑Administration ❑Maintenance & Operations ATTENTION ❑Engineering ❑Utilities TO RE WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order CI COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS i COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. °Ah City of Arlington Oo IF • Development Services 9?l�N��0 238 N. Olympic • Arlington, WA 98223 DATE JOB NO. ❑Administration ❑Building ❑En ineerin I I g g ATTENTION ❑Planning ❑Utilities TO RE: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment O FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS--- COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once.' SAFEbuilt , 1621 114`h Ave. SE,Suite 219 Bellevue,WA 98004 425-818-4182 RETURN TRANSMITTAL Date: 04/24/19 The following projects have been reviewed and have been deemed complete. Separate document lists are included for each permit for your use in quality control. Invoicing will be done separately and will be pursuant to the services contract. PERMIT# TYPE OF PERMIT COMMENTS 1 BLD2358 Emory Lofts project 2 sets of plans, 2 sets of all applicable documents returned 2 3 4 5 6 7 8 SAFEbuilt Contact Information: Name: Adrian Jones Email: ajones@safebuilt.com Phone: 425-954-0311 RECEIVED: BY Received 12� Signature Date Printed Name APR 2 6 2019 SAFEbuilt Washington Bellevue Office✓ G'�TY °� City of Arlington 1124412G 7 4n HQ31 PVUZad • Public Works 0 238 N. Olympic•Arlington, WA 98223 DATE 1-1JOB NO. i.1 ❑Administration ❑Maintenance & Operations ATTENTION` ❑Engineering ❑Utilities TO RE: ti I` r� } WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once City of Arlington [LIEVVIEn OO CP 4 U e H11M0VT%1 • Public Works ING' � 238 N. Olympic •Arlington,WA 98223 DATE I JOB NO. ❑Administration ❑Maintenance & Operations ATTENTION _ ❑Enggineering El Utilities TO r..` .�i�� RE 1 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order Cl COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment O ❑ FOR BIDS DUE 20 . ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. C"C'0* City of Arlington dIEVVIEn OO IF 4 � H11M Z%1L Public Works 238 N. Olympic •Arlington, WA 98223 OATE JOB NO, � ❑Administration ❑Maintenance & Operations ATTENTION ❑Engineering ❑Utilities TO RE: 1 • 1i WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. pp 1 DESCRIPTION l V I t ' {- THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment O ❑ FORBIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: _ If enclosures are not as noted,kindly notify us at once. G�TY City of Arlington dIEVVIEn Oo [F 4 o I�]�C�i]�44Lad • Public Works /nrc�0 238 N. Olympic •Arlington,WA 98223 DATE; JOB No. ❑Administration ❑Maintenance & Operations ATTENTION ❑Engineering ❑Utilities y RE: TO WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order O COPIES DATE NO. DESCRIPTION .� ,� l ,��I THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints > ❑ For review and comment ❑ ❑ FORBIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. EMORY LOFTS GRANDVIEW NORTH LLC �ARLINGTO'N WASHINGTON LOAD CALCULATIONS VE Ti'LATION CALCULATIONS July 18, 2018 CEI PROJECT NO. 181368 Received JUL 2 4 2018 ' R� LASTING creativity W IFMA�N E E R S ty I results I relationships System Checksums By Coffman Engineers,Inc. FC-1 Fan Coil COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/11 Mo/Hr:Sum of Mo/Hr: Healing Design Cooling Heating Outside Air: OADBt B/HR: 66/59/63 OADB:Peaks OADB: 15 SADB 56.3 76.9 Ra Plenum 72,4 71.7 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Retum 72.6 71.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Or Total Space Sens Tot Sens Or Total Rot/OA 72.8 71.7 Btu/h Btu/h Btu/h (%) Blu/h (%) Btulh Btulh (%) Fn MtrTD 0.1 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.1 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frlct 0A 0.0 Skylite Cond 0 0 0 0 0 0 Skylits Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 18,579 0 18,579 44 27,163 64 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond -841 0 -841 -2 -824 -2 Glass/Door Cond 5,992 -5,992 42.66 Cooling Heating Wall Cond 1,112 434 1,545 4 2,055 5 Wall Cond -2.321 -3,237 23.05 Diffuser 2,422 2,422 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 2 422 2,422 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Main Fan 2.422 2,422 Infiltration 437 -437 -1 -188 0 Infiltration -4,840 -4,840 34.46 Sec Fan 0 0 Sub Total=_> 18,412 434 18,845 45 28.206 67 Sub Total=_> -13.153 -14.069 10017 Nom Vent 0 0 Internal Loads Internal Loads AHU Vent 0 0 Inftl 77 77 Lights 3,801 950 4,751 11 3,801 9 Lights 0 0 0,00 MinStop/Rh 0 0 People 13,639 0 13,639 32 7,577 18 People 0 0 0,00 Return 2,499 2,499 Misc 2,375 0 2,375 6 2.375 6 Misc 0 0 0,00 Exhaust 77 77 Sub Total=_> 19,815 950 20,765 49 13,753 33 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 192 -192 0 0 194 0 Ceiling Load -126 0 0,00 Leakage Dwn 0 0 Ventilation Load 0 0 0 0 0 0 Ventilation Load 0 0 0.00 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0,00 Ov/UndrSizing 0 0 0 0 0 Exhaust Heat 24 -0,17 ENGINEERING CKS Exhaust Heat -71 -71 0 OA Preheat Diff. 0 0.00 Sup.Fan Heat 1,435 3 RA Preheat Diff. 0 0.00 Cooling Heating Rat.Fan Heat 1,111 1,111 3 Additional Reheat o 0.00 %OA 0.0 0.0 Duct Heat Pkup 0 0 0 cfm/ft' 1.74 1.74 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 690.64 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'lton 396.90 Btu/heft' 30.23 -10.09 Grand Total=_> 38,418 2,232 42,086 100.00 42,154 100.00 Grand Total=_> -13,279 -14,045 100.00 No.People 30 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/lb °F °F gr/lb fN (%) MBh cfm OF 'F Main Clg 3.5 42.1 35 9 2,422 73.4 61.1 61.2 56.3 54.6 61.2 Floor 1,392 Main Htg -14.0 2,422 71.7 76.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Prahoal 0.0 0 0.0 0.0 ExFlr 0 Total 3.5 42.1 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 1,396 343 25 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -14.0 Project Name: Emory Lofts TRACES 700 v6.3.3 calculated at 10:06 AM on 07/18/2018 Dalaset Name: EMORY LOFTS.TRC Alternative-1 System Checksums Report Page 1 of 3 System Checksums By Coffman Engineers,Inc. FC-2 Fan Coil COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/11 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADBANB/HR: 69/60/64 OADB:Peaks OADB: 15 SADB 55.9 78.2 Re Plenum 72.5 71.7 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 72.9 71.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total RetlOA 72.9 71.7 Btu/h Btu/h Btu/h I%) Btu/h I%) Btu/h Btu/h I%) Fn MtrTD 0.1 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.1 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.4 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 17,699 0 17,699 42 29,873 65 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond -664 0 -664 -2 -766 -2 Glass/Door Cond -7,710 -7,710 41.67 Cooling Heating Wall Cond 992 394 1,386 3 2.024 4 Wall Cond -2,862 -4,006 21.66 Diffuser 2,577 2,577 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 2.577 2,577 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Main Fan 2.577 2,577 Infiltration 34 34 0 -432 -1 Infiltration -6,822 -6,822 36.87 Sec Fan 0 0 Sub Total 18,061 394 18,455 44 30,700 67 Sub Total -17,394 -18,538 100.21 NomVent 0 0 AHU Vent 0 0 Internal Loads Internal Loads Infil 108 108 Lights 5,357 1,339 6,696 16 5,357 12 Lights 0 0 0.00 MinStoplRh 0 0 People 11,267 0 11,267 27 6,260 14 People 0 0 0.00 Return 2 685 2,685 Misc 3,348 0 3,348 8 3,348 7 Misc 0 0 0.00 Exhaust 108 108 Sub Total=_> 19,973 1,339 21,312 50 14,965 33 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 299 -299 0 0 299 1 Ceiling Load -198 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 0 0 0 0 Ventilation Load 0 0 0.00 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 38 -0.21 ENGINEERING CKS Exhaust Heat -105 -105 0 CA Preheat Diff. 0 0.00 Sup.Fan Heat 1,527 4 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 1,193 1,193 3 Additional Reheat 0 0.00 % 0.0 0.0 Duct Heat Pkup 0 0 0 cfmlfV 1.31 1.31 Underfir Sup Ht Pkup 0 0 Underfir Sup Ht Pkup 0 0.00 cfmlton 729.56 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 555.52 Btu/heft' 21.60 -9.43 Grand Total=_> 38,333 2.522 42,382 100.00 45,964 100.00 GrandTofal=_> -17.591 -18,500 100.00 No.People 25 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm -F 'F gr/lb °F °F gr/lb ft' I%) MBh cfm °F °F Main Clg 3.5 42.4 37.0 2 577 734 60.6 58.9 55.9 53.8 58.9 Floor 1,962 Main Htg -18.5 2,577 71.7 78.2 Aux Clg 0.0 0.0 0.0 0 00 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0-0 0 0.0 0.0 Opt Vent 0.0 0.0 00 0 00 00 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFIr 0 Total 3.5 42.4 Roof 0 0 0 IHumidif 0.0 0 0.0 0,0 Wall 1,744 441 25 ptVent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -18.5 Project Name: Emory Lofts TRACE®700 v6.3.3 calculated at 10:06 AM on 07/18/2018 Dataset Name: EMORY LOFTS.TRC Alternative-1 System Checksums Report Page 2 of 3 L System Checksums By Coffman Engineers,Inc. FC-3,4,5 Fan Coil COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/10 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Out Air: OADB/WB/HR: 65/58/61 OADB:Peaks OADB: 15 SADB 55.0 76.0 Ra Plenum 72.5 71.8 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 72.9 71.8 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 72.9 71.8 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0A 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.1 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.4 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0 00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 45.688 0 45686 22 45,688 35 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond -1,430 0 -1 430 -1 -1,430 -1 Glass/Door Cond -9,735 -9,735 30.27 Wall Cond 4.289 1,554 5 843 3 4.289 3 Wall Cond -5,005 -6,830 21.24 Cooling Heating Partition/Door 0 0 0 0 0 Partition/Door 0 0 0-00 Diffuser 6,844 6,844 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 6,844 6,844 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Main Fan 6,844 6,844 Infiltration -4,232 -4,232 -2 -1,669 -1 Infiltration -15,646 -15,646 48.65 Sec Fan 0 0 Sub Total==> 44,314 1,554 45,868 22 46,677 36 Sub Total==> -30,386 -32.212 100.17 Nom Vent 0 0 AHU Vent 0 0 Internal Loads Internal Loads Infil 24B 248 Lights 12,287 3,072 15,359 7 12,287 10 Lights 0 0 0.00 MlnStop/Rh 0 0 People 126.000 0 125.000 60 54,000 42 People 0 0 0.00 Return 7,092 7,092 Misc 15,359 0 15,359 7 15,359 12 Misc 0 0 0.00 Exhaust 248 248 Sub Total=_> 153,645 3,072 156,717 75 61,645 63 Sub Total=_> 0 0 0.00 Rm Exh 0 0 CeilingLoad Auxiliary 0 0 710 -710 0 0 710 1 Ceiling Load -280 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 0 0 0 0 Ventilation Load 0 0 0.00 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 54 -0.17 ENGINEERING CKS Exhaust Heat -247 -247 0 CA Preheat Diff. 0 0.00 Sup.Fan Heat 4,056 2 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 3,152 3.152 2 Additional Reheat 0 0.00 %OA 0.0 0.0 Duct Heat Pkup 0 0 0 ofM" 1.62 1.52 Underllr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 391.94 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 257.70 Btu/heft° 46.57 -7.15 Grand Total==> 198,669 6,821 209,546 10D.00 129.032 100.00 Grand Total==> -30,666 -32.158 100.00 No.People 90 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBIWBfHR Gross Total Glass CapacityColl Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/lb ft' (%) MBh cfm °F 'F Main Clg 17.5 209.6 139.9 6.844 73.4 64.0 74.6 55.0 53.8 60.2 Floor 4,500 Main Htg -32.2 6,844 71.8 76.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Nux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 17.5 209.6 Roof 0 0 0 4umidif 0.0 0 0.0 0.0 Wall 2.778 557 20 t Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Tofal -32.2 Project Name: Emory Lofts TRACE®700 v6.3.3 calculated at 10:06 AM on 07/18/2018 Dataset Name: EMORY LOFTS.TRC Alternative-1 System Checksums Report Page 3 of 3 Emory Lofts Ventilation Calculations-2015 WMC TABLE 403.3U 1 i rea Outdoor ny. f Occupant or Ezhaual Total Breathing Zone Zone Oufdaor Zone Outdoor Oulald.At, or ory.of IMow Rel•ln Et E. Occupancy GesaMcatlon DenalryAIMow Rale Occupants RpPz RaAz OUItlaoIAlMow AI70o�CLG AIMow HTG Balanclns RIA.) (0/1000 s.1.) aNInO Zone, (cfmA("2) (PI) (Vbz•RPPz a ReAz) (cLO) (RiG) (Voz--VbNE) (Voz-Vb.V,) (CFM) >za mm•Omc•1 10r $ 006 too 10 6 It 1 01 16 10 20 Ome.2 Ito S oAs am 10 7 17 1 os 17 21 25 Om4.3 105 S 0,06 000 t0 24 34 1 Os 74 .1 IS O0k.4 1t$ S oO6 Dsa 10 1 17 1 Os 17 21 15 Rnoom• 145 s o.06 0fs 10 ♦ 1♦ 1 at 30 :3 tz W.111.9 DO S S 006 1 OU 20 L It 1 as Ss 4/ 45 Conl.-1 .85 So S 0.06 0.00 so it 11 1 as 41 St SS Could., 1155 S S 006 O.ao t0 1) 41 1 as Is 51 SS Conference !20 So S 0,06 600 70 1 17 1 as 77 31 is Keclr.Nsro.k Room ITS 5 S 0,06 000 20 i 11 1 of 11 is SS 0"..S too S S 006 000 to 6 i6 1 08 16 10 20 Omc•6 95 5 S 006 0.00 10 / 16 1 06 16 70 10 Conleronc•I 195 50 5 0.06 0,00 30 is 41 1 Os 41 S7 Ss W.UhIg 135 S S Was 0s0 10 1 Is 1 as is 23 1s Work Are. A30 S S 0.06 000 70 H 16 1 as 4 57 w amc.7 1 250 S $ 0,06 0.00 10 is ZS 1 0s 25 71 15 am..s 100 S S oo6 0.00 t0 17 77 1 os 71 18 l0 • 206 0 S oko 0.00 0 11 11 1 as 17 is 10 #Rv#*1dgnbal Roan i2U S S 0.06 0.30 10 IS 71 1 09 11 19 10 4,5M 70 S 0106 a.00 ISO t10 IN 1 o,a 720 9co no olidor t,0e5 0 S 0.06 0.00 0 of 61 1 0s 63 7s 100 V.I. 44 5 5 JOL 000 1: fe 1 on is 47 so T07AL8• lt. 711 i $97 1 1.I19 I,l1e 1,64? 1,710 Cowman Engineers Inc 7/18120189:59 AM Venl Celcs 1129,17.xis GLENN C e WELLS , AIA Lou Whitford, Senior plans Examiner for Safebuilt 1621 114"Ave. SE, Ste 219 Bellevue WA 98004 Dear Ms. Whitford, The following letter will serve as my response to your plan review letter for the Emory Lofts mixed use project at 104 S Olympic Ave in Arlington WA. Item 1: Per IBC 713.4, the elevator shaft for a three-story building is required to be a 1 hour shaft per the contract documents. No change has been made. Item 2: The building sections have been referenced on the floor plans and roof plans per this requirement. Item 3: Details A6.1, A6.2 and A6.3 have been denoted on all of the floor plans as required. Item 4: The window schedule has been revised to include tempered glazing and egress window notes. Item 5: Detailed references have been added per the photo requirements. Item 6: The 1 hour wall shown between the lobby and office was a CAD error and has been revised to a nonrated wall. An elevator lobby and hoistway opening protection is not required per 3006.2 since this is a three-story building and has a fire sprinkler system. Therefore, the 1 hour mechanical fire damper is not required per the reviewer's note. Item 7: 1 have added a declaration on the cover sheet that the enclosed contract documents describe a building enclosure design acceptable to meet the standards specified in HB 1848. 1 have also stated that the Owner shall contract with Construction Consultants of Washington to special inspect the exterior envelope during construction unless he signs an affidavit that he will own the building for a minimum of 5 years after first occupancy. If you have any questions or comments, please do not hesitate to contact me. i erely, lenn Wells, AIA PHONE: (360) 352-4553 FAX: (360) 252-7867 324 WEST BAY DRIVE NW, STE 102 — OLYMPIA, WA - 98502 AREAS ON SITE: CITY OF ARLINGTON - EMORY LOFTS BUILDING FOOTPRINT I0,21B Sf SITE INFORMATION: ASPHALT PARKING/DRIVE u,Dzs SF CONCRETE SIDEWALK 1,162 . GRAPHIC SCALE 0 SF FILE NO : PWD1333 6 SITE AREA 7.9,2U1 SF(057 AC) DUMPSTER PAD 1fi2 SF O PROPOSED BUILDING HEIGHT AppRD%35 FT(3 STORIES) LANDSCAPING 2.387 SF PORTION OF SEC. 11' TWP. 31 N. RGE. 05 E.' W.M. i.-�_-�- -'mot g� E ` W 0 PROPOSED DWELLING UNITS: 40 STUDIO APARTMENTS PARKING CALCULATIONS: ' ' _ 40 STUDIO APARTMENTS a-n TOTAL LOT COVERAGE: 10,218 SF(35%) 40 UMi5 X 1.25 SPACES UNIT=50 1 INCH=20 FT b _ < Z VI LL HIM REDUCTION FOR TRANSIT: 50- 5= 45 - O ZONING CI ASSIFICATION: OT13D - 1 REQUIRED PARKING= 45 SPACES DATUM:NAVD 88 / PROPOSED SCREENING LANDSCAPED AREAS pROPOSFD PARKING ON SITE TBM 1J9-2-1 - v W 6i ' �o PARKING SPACES ON LOT- 40 BIKE RACK CALCULATIONS: NOTES: FIR BAR&CAP LS 119631 W AIRPORT PROTECTION D15TRICT SUBDISTRICT: Apo SUBDISTRICT D PARKING ALONG FRONTAGE: SE CORNER OF PROPERTY VICINITY MAP .l v� \ z REQUIRED BIKE STALLS= 107.OF REQUIRED PARKING SPACES / Q / W 0�. 220'(FRONTAGE)/26'(PER SPACE)= 6 SPACES 1 PARKING LOT LIGHTING WILL BE PLACED ON THE BACK FACE EI EV=11995' / LLI USE CLASSIFICATION 1_715 SINGLE FAMILY APARTMENT ABOVE REQUIRED BIKE STALLS= 45%01 z 4,5=5 STALLS T� 1'r3000• J /t/ (�s PERMITTED NON-RESIDENTIAL USE TOTAI.PROPOSED/AVAILABLE.PARKING: 48 SPACES OF THE BUILDING, . // LL �IIN(.Mars SPAS'-r•C- SSCO,AND CB SHOWN ARE EXISTING SSMH, Z WATER PROVIDER CITY OF ARLINGTON SHADING CALCULATION: 40 SPACES(INDOOR DIKE RpP-K) 2 ALL SDMH, D TOTAL PARKING SPACE AREA =6,689 SF 3-ACCESS AND UTILITIES EASEMENT GRANTED TO THE CITY _ � �•F�� q `N - SEWER PROVIDER. CITY OF ARLINGTON SHADED PARKING SPACES AREA=2,079 SF RECORDED UNDER AUDITOR'S FILE NUMBER 2018 rn/�I -�-` i V/ V SCHOOL DISTRICT ARLINGTON 16 PPLECENTAGF-QE jAMM WAU..J• 10 Ut S1=!J o^�L - z LLJ o Q FIRE PROTECTION DISTRICT: ART-INGTON 2,079 SF/6,669 5F= 31X •,• 4 Lu a CAP I ' OLYMPIC AVE. — Sao C'U PLAITED CE MONUMENTED G - FIND Mat `c�•1• LEGAL DESCRIPTION: 2� W CA-MG \ •- - _- -- A PARM OF LAND SITUATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER Of SECTION 1, V •".Y� - •- TOWNSHIP 31 NORTH,RANGE 5 EAST,WM-,IN THE CITY OF ARLINGTON,COUNTY OF SNOHOMISH,STATE OF I FL'1 ay0 .0 WASHINGTON,DESCRIBED AS FOLLOWS: 1110511104 CURB I No MGM- f 1 AND COITCR t9*11011G DRIVEWAY N CA9NC COMMENCING AT THE NORTHWEST CORNER OF THE NORIHI AST QUARTER OF SAID SECTION 11: THENCE �• . 4 0.'•' F y SOUTH VA DEGRI.IS 41'Hi EA%1(HEA INV..NN IIA5711 ON SUIIYLY OY CASCADE•iJRVl Ttlfi AND PROPO EB SATE "1f9. 5R!'31'I, \ IS 1: ENGINEI RING,NNC DATED MAY J0.1996),ALONG THE NORH1 014 Of SAM)SECTKN 11.A OISIAhr'l OF EX157NG SIDEWALK �� INHC.1-� • 3235011L1 TO THE WESI LINE M QtIW'IC AVENUE(EOtNLfOY RAAROAD AVIiHME) ACCORMRG 70 THE -419n1 N1� /$� I� PLAT 1FFRLNN.RECORDED IN VOLUME 7.OF PLAIT.PMA 9.RCCOROS NN SNLINOMI�H CUMIITY• 3", • 100.d NAb 31.6r _ Fa1r a�.otr IR.IRF aN.11K Tab �j.>'6• / iB6/� I' WASHINGTON,THENCE SOUTH 00 DEGREES 1B'52'WEST ALONG SAID WEST LINE OF OLYMPIC AVENUE A -__� _ _- - - --- - -------- - - - --- - y_ L DISTANCE O 220 09 FEET E RSECTION TH THE NORTH LINE OF-1 15,BLOCK 7,OF SAID ro THE INTE WA \ I i-Kw PMY+Lf7E BASED ON PLAT OF THE 70M OF ARLINGTON PROJECTED WESTERLY: N[1'R(X•G:FD d;A "N THENCE NORTH 89 DEGREES 2122'WEST ALONG SAID WESTERLY PROJECTION A DISTANCE OF 59 26 FEET; THENCE SOUTH 35 DEGREES 10'20-WEST A DISTANCE OF 31.32 FEET; m THENCE NORTH 89 DEGREES 0632"WEST A DISTANCE OF 80-16 FEET; q '''I THENCE NORTH IB DEGREES 37'09-EAST A DISTANCE OF 3299 FEET; d F ` 11J NCE NORTH 30 DEGREES 13'07-EAST 59 65 FEET; THENCE NORTH 00 DEGREES 56'09' AST 76.09 FEET; THENCE SOUTH 89 DEGREES 03'S1-EAST 1000 FEET; I I CLD PROP NNIE �' I THENCE NORTH 00 DEGREES 56'W EAST 61,69 FEET TO THE INTERSECTION WITH THE WESTERLY ""Im A � PROJECTION OF THE CEN7ERUNE OF FIRST STREET, 1THENCESOUTH B9 DEGREES 23'3O-EAST ALONG SAID YESTERLY PROJECTION 119,05 FLET TO THE TRUEf�U�. G PGINTOF BGINNING ONPtb '' 'a SITUATE IN THE COUNTY OF SNOHOMISH.STATE OF WASHINGTON - IDS h Q L -.A77 F rR'r 11 I > u w 171.E - tl W i r0 ACCESS TO BE ED NT1 Y Y I?•1,1 r 07' d MOLD FOR 1 -4 rI � „i6-W ALIGNMENT III ,• . � _ I n fl ' ` !� ;•�� 1 TAX PARCEL NUMBER: _, o i I 7 31051l GOT 043 00 �I SITE ADDRESS: P X 109 S OLYMPIC AVENUE a tom. I 1 ART.NGTON,WA 98223 p OWNER _ 4 7421 2B4TH 57, BE OLYMPIC PROPERTY HOLDINGS LLC ARUNGTON.WA 98223 9 to APPLICANT: W'GRANDVIEW NORTH LLC V159 N.OLYMPIC S 1 r 1 L1�1 ��• I I I r4 -- ____� ARLINGTON., AVENUE WA 98223 to fu G -. - 360 435-7171 { i <,A c+s,• f c c /c c c j CONTACT PERSON(S): RANDY I Ir C I C C C ( IR CASCADEESURVEYING k ENGINEERING,INC P.O,BOX 326 l 0�'OV W FR,pb' tE ARLINGTON,WA,98223 _�•� — --- 000' / / 'I I PHONE: (360)435-5551 1 RANDYOCASf.A0F5URVFTNG.COM fr /ri CIVIL ENGINEER:FRED �_IJ C ICK F.� dt POYNER,P•E.,RLS CASA _J l4L A IN PROGRESS P,O,C60%326-� Y'NG ENGINEERING,INC, •� IL GNY OF ARLINGTON ARLINGTON,WA,98223 2 CENTENNIAL TRAIL �,,� PHONE:(360)435-5551 ! J� SURVEYOR: 0 F— Z FREDECASCA E F. EYING P.E„Pd,S O 0 t7 P.O:CBOX 326�YINC B ENGINEERING,INC Z O ARLINGTON,WA.98223 —I PHONE:(3B0)435-5551 >- C Ui LEGEND: EXISTING TREE (B EXISTING WATER METER LU O �••— PROPERTY LINE PROPOSED TREE 4 EXISTING POWER POLE PROPOSED EDGE OF SIDEWALK -( '/Y A PROPOSED PARKING LOT/DRIVEWAY PROPOSED TREE SHADE(IV RADIUS) l y-1 PROPOSED LIGHT POLE � w v, _ LL PROPOSED PARKING STALL PROPOSED CONCRETE SIDEWALK )REBAR LS.12716 R.O.S-/A,F.N9 7 0 9 245 001 Z Q PROPOSED BUILDING 114--- EXISTING CONTOUR Of -��LL_- EXISTING EDGE OF PAVEMENT PROPOSED PAVEMENT n EXISTING BLOW-OFF ASSEMBLY V V --------- EXISTING EDGE OF GRAVEL PROPOSED LANDSCAPING EXISTING SANITARY SEWER LINE • • EXISTING WATER MAIN EXISTING WATER VALVE EXISTING STORM LINE 1] EXISTING FIRE HYDRANT 1 OF 1 EXISTING GAS LINE EXISTING LIGHT POLE N vima\OWGyRETIMNAR violma SITE PLAN UWG(911 PLAN # 21 548 Permit#: 1933 Permit Date: 04/26/18 Permit Type: OPERATING Project Name: Color Vibe Applicant Name: Drew Corth Applicant Address: 881 W. 700 N., Suite 101 Applicant, City, State, Zip: Logan, UT 84321 Contact: Drew Corth Phone: 419-957-7015 Email: Scope of Work: Tent for Special Event Valuation: 0.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Plan Reviews Date Review Type Description Assigned To Review Status 04/26/2018 OPERATING BUILDING Uploaded Files Date File Name 04/26/2018 3414454-1933 Application&Site Plan.pdf