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17824 81ST DR NE_BLD20110204_2026
BUILDING INSPECTION REPORT Permit No. �� 2— Address: AOt `/'J Contractor: 7,!1 Nam/ Owner: Date: y �PPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-43"674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Vh Date: ® Under-floor ® Framing ® Gas Piping ® Footing Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: .�' _ . _ -, • �I • ,�� 'l' .3�{ .. � • 1 , V � 1 � •, N . 'C• A/V #d�5_ BUILDING INSPECTION REPORT Gt�v o� Permit No. Address: 1NG�o Contractor: l�iC� Owner: /GO Date: APPROVAL PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-43"674 FOR RE-INSPECTION by 5:00 pm the day before Gl//(/iJ 4�ti S GC • 3/ Inspector: yo� Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove a Rough-in ® Final ® Masonry ® Drainage Insulation ® Other: i� . Ir .._t/� •44• 1.'. •1•.I•.-M.11' 1'I'` -.. r • i ly:' •1. • ♦-' :• �t 7 N\ BUILDING INSPECTION REPORT G 'VY 0,0 Permit No. Address: 17 AeC 9tiINGCO Contractor: _ Z�ClCG/Z e Owner: !v Date: APPROVAL PARTIAL APPROVAL VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: ,� Date: Z ® Under-floor Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork Mechanical Ell Grid Ell Struct. Slab ® Wood Stove Rough-in Ell Final Ell Masonry ® Drainage ® Insulation ® Other: { N'• _ � .� .pit' .� {�.� .,..:it J;W. ra 'n rp w BUILDING INSPECTION REPORT Gl"fY p� Permit No. &6;l'o o 0 , Address: /`] ��/ /��f- 4 e /VLZ:7 qp oz Contractor: E/UCO2Q �/n.s �rN G"1 Owner: Date: APPROVAL PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: I ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove a Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: I�cyfd—t � _ .. ' ��'1 '� \\\\\\ BUILDING INSPECTION REPORT Q." 1Z L- Y p Permit No. y� Address: � O Contractor: Eioc-oleo Owner: r �� Date: APPROVAL ® PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before `i Inspector: Date: ,)T Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ®Drainage ® Insulation 0 Other: �_ _ .. .•. _ y/�•_ .I �'���'s'��s: �,S` ,��t�•V�M fRMIY�1��:. I'�i�'�3� ill ti.. ,. ._.. ._.._ .. .. _ .._-.. . . - � � -fit f =� -- .... _ ._. ... . �.11l '. .. i .. _.. . .. t . ... � • :.�. t; ._ .. �-a ��, , � .. �!�-. . .. BUILDING INSPECTION REPORT Y O� Permit No. &-O2Oy Address: klw zie Contractor: NC Owner: � zf Maas Date: APPROVAL ® PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector __Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: �/ u ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry _.-Drainage ® Insulation ® Other: T2 aut; BUILDING INSPECTION REPORT *tING�5 Y o Permit No.Address: �7P2� �lS��/�oContractor: Owner: G�I ho'A AOe ®� S Date: APPROVAL PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: ® Under-floor ® Framing ® Gas Piping CO Footing ® Drywall, nailing ® Consultation /Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: ti TSr. ia� rrF • r A'V l BUILDING INSPECTION REPORT GA1Y U�• Permit No. Z/` Qzay Address: ��Z OlS1 9�ptING�p� Contractor: l ,rlGs- Owner: Date: APPROVAL PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST __Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: ZZLI& ® Under-floor ® Framing ® Gas Piping Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: _ ��7 ��, y 1 + ,!± •,�J y � �. ' �. a 1f:•,x � . ' i.«'. � .,. - � _ ,.. .._ .�. - �. r — .« �.i• � �..'p- r,�K^ �. .. .f:.!' ��, i ,. _ ., � z 1 Ul) U N o N v U �. o a in Q N � cn a z z cri) C - CD0 r! a O N O wu � Q � 0W U w biD A 4-j ?� o p U z Z � Zu o z o O .. v z u x �✓ � 94 z � W o z N � � � 0-4 � o U Q �' � x z o o W W zwr CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address: 17824 81ST DR NE,ARLINGTON Permit#:BLD20110204 Parcel#:01047900008500 Valuation:$232,000.00 'ONVNER APPLICANT CONTRACTOR ENCORE HOMES INC ENCORE HOMES INC ENCORE HOMES INC DB JOHNSON DB JOHNSON KEITH HOYER 1801 GROVE ST UNIT B 1801 GROVE ST UNIT B 1801 GROVE ST UNIT B MARYSVILLE,WA 98271 MARYSVILLE,WA 98271 MARYSVILLE,WA 98271 Lic#:ENCORHI914NS Exp:8/30/2013 PLUMBING CONTRACTOR MECHANICAL CONTRACTOR SOUNDVIEW PLUMBING SOUNDVIEW PLUMBING 5917 195TH ST NE#3 ARLINGTON,WA 98223 Lic#:SOUNDVP033NF Exp: Lic#: Exp: JOB DESCRIPTION SINGLE FAMILY RESIDENCE PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLING UNITS: 1 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD; N/A PERMIT APPROVAL 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 110. 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 43 10 1. ev ature Print Name ate --'ZRele sed By Date Q ` ARCHIVE APPLICANT ASSESSOR OTHER i :. .- i i _ h_ �� � � � �� I I BLD20110204 CONDITIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • None PERMIT PEES Date Description Fee :knurum Paid 13alance Due 10/27/2011 Plumbing Permit Fee $217.00 $0.00 $217.00 10/27/2011 Mechanical Permit Fee $65.00 $0.00 $65.00 10/27/2011 Building Permit Fee(QTY: 1) $2,183.28 $0.00 $2,183.28 10/27/2011 Building Plan Check Fee(QTY: 1) $1,419.13 $0.00 $1,419.13 10/27/2011 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $3,888.91 $0.00 $3,888.91 CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • None BLD20110204 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 1 -., BUILDING PERMIT PERMIT M BLD20110204 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED = ADDRESS: 17824 81ST DR NE,ARLINGTON BALANCE: $0.00 ' ISSUED: CREATED: 10/21/2011 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ7 DO... ASSIGN REMOVE 2000 C-Building I CYOUNG 10/28/2011 0 Y N Assign Remove 2008 C-Community Development I BFECHT 10/28/2011 0 Y N Assign Remove Jo) v http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Revie... 10/24/2011 _ �5 I � � J i I � �iti � i � '� ' � � i RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE,FULL Y DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ED Residential Addition Residential Alteration QAlso Including: ED Plumbing (a Mechanical Project Address: 1101q 9,W -D(' A) Parcel ID#: 0104790000 95'00 Lot#: 8 5 Subdivision: Magnolia Meadows Project Description: New Single Family Residence Valuation: Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grove st.unit B City: Marysville State: WA Zip Code: 98270 Contact Person:Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: same as owner City: State: Zip Code: Building Area(Sq Ft): 1st Floor: 1140 2nd Floor: 954 3rd floor: Deck: Garage/Carport: Basement: Project Valuation: Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City: Marysville State: WA Zip Code: 98270 Contractor's License Number: ENCORHI914NS Expiration: 8/13 Plumbing Contractor-Soundview Plumbing Phone Number: (360)658-99005917 Address: 5917 195th St.N.E.3 City: Arlington State: WA Zip Code: 98223 Contractor's License Number: SoundVP033NF Expiration: Mechanical Contractor: Phone Number: Address: City: State Zip Code: Contractor's License Number: Expiration: - I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property ajkbe in accordance with the laws, rules and regulation of the State of Washington. 9/26/11 Applicants Signature Date RECrzi i/ED Keith Hoyer 0 C T 14 2011 Print Applicants Name FOR STAFF USE ONLY *hCMwW6V Permit# ccept By Amount Received Receipt# Date Received RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 Number of Plumbing Fixtures (including Rough Ins Plumbing Fixtures Accessory Main Unit#X Total Fixture Total Number Fixtures Dwelling Unit Residence Multiplier Units Bar Sink X 1.0 = Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 IGtchen Sink 1 X 1.5 = 3 Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 35 Units Traps(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 2094 1't Floor 1140 2Id Floor 954 3`d Floor Basement Deck Garage 437 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 80 feet. C. Difference in elevation between meter and highest fixture:-12' feet above meter or feet below meter. D. Pressure in street main: s, psi. (Measure with gauge or check with Water Department) I 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. 9/26/11 Applica9 $ignature Date 8 I I RESIDENTIAL PERMIT SUBMITTAL 0 Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: ❑✓ Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies(WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist,the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: 0 New Residential ®Addition/Alteration Project Description:New Single Family Residence Project Address: 1 g2`'� $ r� /l/ Parcel ID#: 0104790000 00 Owner: Encore Homes, Inc. Phone Number: (360)659-1579 Address_ 1801 Grove St. Unit B City: Marysville State: WA Zip Code: 98270 Contact Person: Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com same as owner Address: City: State: Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Pool ❑ Other Authorized Signature: Date: 9/26/11 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ❑ REC IVEH„ OCT 14 2011 COA PERMV 0q,61(0�� i r 4 I i 6.0 r - C -U TVs 00 � �c� � �' � vCD r � C 0 � o W o CD ^3 Cno � � o cnRD �+ o ,. 00 CD o m �' c� C) CD O o � •��� patio v o LO 3 0'� o"o° - - --- -P m CD �` 2pgA o cn co C C) 2. Coveted porch 1 fD C1� LZ parkfn9 Pad 15 DE-- D co do - - 00 N) o o rt 8 • 1 � - � 01 o co 4, cn Z2 CO) InnrCO) -4rncI -NWrQ � Z j023 m kuoWenwou W A M to a6 o CD R OOM 0 m < w - P" • � j� 3 0 �* � n ° cD 0 Cn N � 0 'p Q' QC! = (p '0 PN T� n N ,� 7C 0 CD to N n � = �cn CO O _ MIL 0 Cl) ® rr CD O m n N e n 0 0 a 0 CD ,C 'i7 0 n N �71 \ FD O N N M N � rt �D (D C� —� �� O 0 CD A (D � � CL (D to • to _ Q Q r- fi CD - = Q- * Q � , r � � N t: oo n 3 mmo � 3 C o w CCDD 'd N N N. Q� m Q. - y � to NJ Q 3 O - MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN r----------------------- -------. r � I I ( I �-------------------------------- YARD DRAIN DOWN PLAN VIEW SOLID PIPE RR"T D ECTIONELBOW ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN 4" TEE 2' MIN . . . 1 MIN PLUG WITH 1/2" 1' MIN WASHED ROCK 1' MIN CENTERED HOLE 3/4'-1 1/2'---------------- YARD DRAIN OR CB FINE MESH SUMP W/SOLID LID SCREEN 3' MIN MAX 100' 10' MIN A HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6' MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED 1 MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2' FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2' WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A-A SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. G1TY U� A"W=BY L aLK DEPARTMENT OF PUBLIC WOFM STANDARD DETAIL UN a/=/� STANDARD PLANS NUMBER WSTMSm �0 RESIDENTIAL INFILTRATION TRENCH SD—14 �L121 G't ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. ✓� One (1) completed Single Family Residential Building Permits Application Iv ► _ Two (2) accurate fully dimensioned plot plans Two (2) sets of construction drawings �✓ Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 ., i ' RESIDENTIAL PERMIT ' SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 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 51-13 Washington State Ventilation and Indoor Air Quality Code 8. 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. 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 2 i RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 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. 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. Fv SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1 Two (2) complete sets of plans on 8.5"X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7. Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 1o. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum#4 rebar at top and minimum#4 rebar at bottom of footing. C. ❑✓ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 . . ~ w _� - - . / � RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 - Phone(360)403 3551 • FAX(360)403 3418 Notel The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑✓ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/41' Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34" to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑✓ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ✓❑ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 6. Indicate the pitch of the roof. H. P/ DOORS &WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. ❑✓ WASHINGTON STATE ENERGY CODE 1. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington-238 N Olympic Ave. -Arlington,WA 98223 - Phone (360) 403 3551 - FAX(360)403 3418 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. 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 Permit Center. Applications delivered by courier or mail will not be accepted. 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. Signature: Date: 9/26/11 OwneelOwner's Representative Company: Encore Homes, Inc. Phone: (360)659-1579 6 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Community Development Single Family Residence Building Permit Supplemental Checklist 1. Plat name, if applicable. 2. Vicinity map. 3. Zoning of property. 4. Front, rear, and side yard setbacks. 5 Garage setbacks. NOTE: All residential driveways taking access from a public road (not including alleys) shall be a minimum of 22 feet in length. 6. Building height. 7. A break down of lot coverage by building. 8. All critical areas, if applicable, with designated setbacks and buffers. Two (2) shade trees per lot are required for Residential Low/Moderate Density, Residential Sk `1�Aoderate Density, and Old Town zoning. (20.76.124) y� r� a.) If street trees are present, or are required to be installed as part of the building permit, said y " street trees may count toward one of the trees required. b.) At least one of the required trees shall be planted near the rear property line of the lot. c.) Non street trees shall be native species, have a minimum 2 inch diameter breast height, and attain a minimum height of 25 feet at maturity. 10 � 1; - ZON20110056 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 l)..J DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20110056 f ,l. OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED �a ADDRESS: 17824 81ST DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 10/19/2011 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... - BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 10/21/2011 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 10/21/2011 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 10/21/2011 0 Y N Assign Remove 2000 C-Building I CYCLING 10/21/2011 0 Y N Assign Remove 2008 C-Community Development I BFECHT 10/21/2011 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 10/21/2011 0 Y N Assign Remove 0 L http://co aweb2.arlington.local/PermitTrax/Module_Permits/P ermits_Permit/Permit__Revie... 10/19/2011 . ►' y �: I1 I RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 9/26/11 D101-09 oov 0gs60 Address: 1801 Grove St.Unit B L 7� gl��IJ� N E Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, Inc. Signature: Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360 659-1579 (C) (425)220-5223 1. Please check one: Q a. Single-family dwelling (a b. Duplex Ej C.Addition [a d.Accessory structure 2. Proposed Dimensions: W) L) H) -<35' Total SF) 3. Allowed Lot Coverage: Total Lot Size 85S3 SF x 35% _ 20)13 SF 4. Actual Lot Coverage: (SF of all structures) t b93 _ 1st (lot size) = I�. % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): New Single Family Residence OFFICIAL USE ONLY PROPERTY ZONED APPROVED F-1 DENIED DATE INT RECOVED OCT 14 20» COA PERMIT CENTER j 10NZoltoorq�k J 26.00 Om _QVL - � aca cnr � D W O o � ^3 � 00 o o D � s+ n � Q 7' w -4 o o N co CDcn o m 0 o o coo m �� 'C`' co o0 p .� c9�I < patio C. 0 co O =r CD G� 0) n� O r CD -I. cn co c � Covered � m „1.2� Pad —15' DE •(J�., parK�n9 - co _- - N �,.. p � . o co � .p cn Z2f/s �7DrV� - rnM .11- � Z �1 ' O ;-r -� O �D O o �. o 3 co pwc 3 w 0Q - Dmvcnm6O v <m w 0 0 m < Ul r* o n 3 7 �* n y g m � � Z Co CD CD 3 Cl w Qo y O 'v r-L '-' mom �1 � PW � m 2 N 0 ram*CQ r* v C) U, C 0 o m N w coCD y Q• O O. O O O Cl) CD A 0 ® :3p �• Af 7 O m CD O `G CD so o n C Q n C� Pn (� c7f O CDCD '� (n CDrn 0 CD A CD am cn 4pk 1 Q Q m o 3 Oo Q. � � Q � - 1••F r-F P•F \ <' � r•� C O O D m W o S ITE c� < 7 0 Q N N m to Q Z C < c O CDcD in .� ti I I MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ------------------------ -----tSOLID I------------------------------- YARD DRAIN DOWN PLAN VIEW PIPE YARD IDRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN ' 4" TEE 2' MIN WMIN PLUG WITH 1/2" 1' MIN WASHED ROCK CENTERED HOLE 3/4"-1 1/2" YARD DRAIN OR CB SUMP W/SOLID LID SCREEN 3' MIN MAX 100' I 10' MIN A HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED 1 MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF i SANDY LOAM 125 LF LOAM 190 LF 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2 WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. y p� A"m m rr L KK DEPARTMENT OF PUBLIC 110RHS STANDARD DETAIL ux 04n0/2M STANDARD PLANS NUMBER RESIDENTIAL INFILTRATION TRENCH SD-14 'V IN G'S� i- _ �: ,� .� . �. CEQV aD 4 JRR Engineering, Inc. ]T 18609 76th Ave. W., Suite B MI WET! Lynnwood, WA 98037-4149 r (425) 697-5108 1 Client: Encore Homes, Inc. Project Location: lVarles, Plan 2094-All Car 0 tion 1801 Grove Street, Unit B Design calculations are for 85 mph 3-sec.gust)wind exposure B, Marysville, WA 98270 to o ra hic factor, Kzt of 1.0 and 25 psf snow load. Do not use or 360) 659-1579 Ph. depend upon these calculations for more severe wind-ex sure 360 659-3394 Fax or snow loadin . Scope: Lateral &Vertical Design Code: 2009 IBC/ASCE 7-05 Lat. Des. Parameters: SDC &Site Class., D; (Ss): 1.25 Dead Loads: Roof&Ceiling load 15 psf Wind Exposure: B Floor load 10 psf Winds peed, V(mph): 85 Exterior wall load 8 psf surface area Live Loads: Floor Load sf, : 40 Interior wall load 10 psf(floor area Snow Load ps : 25 Attic Lim. Sta. (ps 20 Assumed Soil Values per IBC 2009: Soil Bearing: 2000 psf Contractor shall notify Engineer if testing indicates bearing capacity is lower than 2000 s Wind Design: Ps=,%*Iw*Ps3o"Kzt (Simplified Wind Load Method, Sec. 6.4, Eq.6-1) Where; I),, Adjustment Factor varies over height&exposure(Fig. 6-2) Iw= I 1 Wind Importance Factor(Table 6-1) Ps30,Varies with roof pitch and building zone (Figure 6-2) Kzt= 1 Topog. Factor 6.5.7, Fig. 64), equal to 1.0 for flat terrain 0o rise in 2' • a6l. Roof rise in 12" :1 p Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt not yet included) A B C D A I B C D Ps30 14.4 2.3 10.4 2.4 Ps30 11.5 -5.9 7.6 -3.5 0-15'Pg 14.4 2.3 10.4 2.4 0-15' P,= 11,5 -6.9 7.6 -3.5 16-20' P. 14.4 2.3 10.4 2.4 15'-20' Pe 11.5 -5.9 7.6 -3.5 20'-25' PB 14.4 2.3 10.4 2.4 20'-25' P,= 11.5 -5.9 7.6 73.5 25'-30' P., 14A 2.3 10.4 2.4 25'-30' P,= 11,5 -5.9 7.6 -3.5 30'-35' P,, 15.1 2.4 10.9 2.5 30'-35' P$ 12.1 -6.2 8 -3.7 35'-40' P., 15.7 2.5 11.3 2.6 35'-40' Ps 12.5 -6.4 1 8.3 -3.8 Seismic Design: V= Cs"W (Equivalent Lateral Force Design per ASCE 7-05, Sec 12.8 Fa= 1 (Table 11.4-1) Sps = Des. Spectral Resp, Accel. Parameters(Sec. 11.4,4) Sps= 0.833 (Eq. 11.4-3) D = Site Classification (Section 11.4.2) IE= 1 (Table 11.5-1) Fa & --v = Site Coeff. (Table 11.4-1 &11.4-2) �. R= 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) Cs= IE*SoS /R (Eq. 12.8-2) T W= Effective Seismic Weight (Sec. 12.7.2) p= Redundancy Factor[1.0 < p < 1.3] (Sec. 12.3.4.2) Therefore; V uk.= 0.128 W p 4 �NAL F1�G Prepared by: RAF L\ �CP2Rt: 1 0C�, b Checked by: RKR Project Name: Plan 2094-All Car Option VZ Oil Project No.: 10-02P 7/20/2010 Page 1 of ZS t t: � �W, A �`+ 'i1 ENGINEERING & PLANNING SERVICE, Project Name: t N 2914 --A LLGAR No.: t0--02 p � Ov 2 L � -rszz Ass.s sLrl�l.-AR. $ A . . . o - lJ'QPEFZ, t�LDUTZ y � C i l�n C PVR�J ioP;&-L fFAMIP6 A�Pa OA-KUI0-6 Ui HID,. N"T S. Designed ^� Checked �-icR bate 7/7-0/10 Sheet -2— of 2 ;' r r� ENGINEERING&PLANNING SERVICES Project T�me:_ Pi-AN (AR tvo: 10 -02P 3'd 6 T6 �� _ ...._.i. . _. 7 11 � 3b E4 U%E 6�r S?-AI�.LA.s� 1=1..OD1�A8a�1� TO pASo M _3tD ©�} 2� z� IT,s Deslgned.— -�GM__. Checked- {Zk bate—.7/Z_,O!_r a Sheet of z5 _ rr • ti J"RR ngi 2 oeering, ,Irxc. ENGINEERING & PLANNING SERVICES Pro]ect Name: 1'L. -tJ 2-oq (' -'2 CA F— No.: f-,4. +.L\ WlQ.D i 17 7-1 - _ 'wr...r._..�.._—...�w.�j�,.'±�� .. •w... _ ._r....u1r...Of..,rir_�'w.n.._n.r..w - ._ , __, �. .�.._..Y.irr`.^t•.wF.—�__...�•,n�_�.__.. . .� - I44Z 2OW 1+4 70 14 Deslgned JGM Checked_ Date ��� -jQ Sheet of �$ ti � � I i� ENGINEERING & PLANNING SERVICES Project Name- 1 `N �ll3�f - No.: 244 X -61;� 417,-F 471 Z;) NQ ENE 16, FDR Z BAR Ig�4- ' R�Gl1�Lk 2A,,Za FOP,.V,�s � i 74 �5 _. I 5t.01m) k up _ IsC�bx oTzoxlz] �[r�� + gl �CZ wTO o[Zgx4a] + b�Ok(2)+ qlk ( � (2,U'+ WT &Po , = I5[(Zo X7,J)4(7,SxZ�] f �(�)r10t� �4 )� °�-S ��IR � N �o-a2- (g� 4 [. 8k + O,qK IIIk Z: X7 (,ql = 62,1h M,70 d. 675 Vcp — 0,72 < )�(d,675) v 30,7(171+11,4(g) Cun w= _ 3I,q(1) _ — 0.325 7 73,1 -P 17 Shee± Designed `��M Checked ' Date 7 [ of �.5 I. � � JR� Engineersz�tg, Ins. ENGINEERING & PLANNING SERVICES -Project Name: 4A N q —2 C A D No.:— la -OZ P - S� SM�G w ND Z A _ 5376. E Zb85 We .z ...... . . . ..v_ Z6 7-000� :Z's -Rw0')42Ve 'V=�' )(13)+Z7e- Moe > 2-13f" V�_[(n �j e; 3)7, Mf e= 22-e > I M" R OMOANCY (-3 iOt4 b oar O4 7.xK) DesfgnedAAr Checked Date`/`il Sheet of Zs J -L-M eerixx Inc. ENGINEERING & PLANNING SERVICES Project Name:_ P"N 2-011 .3 CAR No: 10 �Co.0 ® N - -- - - - __ py . 2. ..._ s OF - z3 sTA�Q c.t,S� "Op A'BD� T aPE�� Ta A6odE A Ty - MAIO f.�_3 CA R N. 5 pesigned_- .JAM Checked date 7— 7 «, skeet 7 of J"RR Rngisi e�erin,�, In ENGINEERING & PLANNING SERVICES Project Name:- P!�A J Z(qq 3 CAP— No.: 10 —02.p L W{kD HT _ .',..^ ..=. 'yam.fQ ��..J �. '.:� .��.. ... .. � _ ..J_ t •~• DID 44 Om vl 44 Mt_.r+a-a�a./�!4. I /� ..Wr..r - .._-....--.V__vim..a....-.. .• .. .. ...._.. •-_.... ...� � ' .. 2OD _ I)esigned---J(-M CheckedH__ bate ��Z�/�0 Sheet- of �� VTR R Rngineering, Inc. ENGINEERING & PLANNING SERVICES Project Name- �L � _ 3 CAP— No.: 1+4 (24 f2XI,�� 2- (112- X 8) 54 14�4 7 t :"?( 4711;) 16 ; -2 3 4 +-1414 (12 IL�I 2) 1 `�a3 .6�'t- 1414 (i7� = � R6G�1>cGk ZA,ze 0�-V c.�rr i� 10 12� (qq�) mij 77 iz00� I r p = 5[3bX'fD 70XIZ1 -F 110 1 �- MINE f 3`fy�) ycl�°�, 2q-2($})40+ l ge+ 6.0k+q.-Tk� J,?�= 30,7k Z-0 2(f))1�.�] W'r,A. I- = !Q32xz3)+(7,SxZO)3 �� }�fQf32+12 -a!7)] z f 313h4 2.sk . 0d k� I ( 042(?fl . Cv„p - M,707) - �- b7S VLp 0,14(6z, 1,)f(m67S) 37t 773,1 VG,J = p.?-$( 4= 2070 Designed.-.__JGM Checked Date717-000 Sheet 1,5 �l �l J'RR engineering, Inc- ENGINEERING & PLANNING SERVICES ^Project Name_ PLAN 2014 - 3LA9 No.. 10 P .V= DOS L) Z695" > Z � Z.c V- 370 Z77e > q b6 I Ol 13 874 1A VZ ��sso)� f��685 � � . 7S* > qq� V=.'( zs,0 ) ).(1,� 4Z72—o= 37u0 z��� 1.0 V= Mi�P 7 Olt)]f f r z �- fZ97Of idlll,3)+7 - Z 77D > I Mo 2620N nAa i P 0'roU611:04: (a75-0) )7F'p+&s7-o+Z-f7 0 Designed AAF Checked A h R Date_�`� fp Sheet f d of 2-J� ENOINTERING&P AN141140 SWIMS Project Name- 4 rG No.. Q 3� 41 72 2.1- MSS FLP, ' S� IC�ldS� M-�ti�Yi of�Z � Tb �6oVE i 3iD z D LQQ�l i U �� C6Nv�.f rt�1a IK16 u',0 D MAID rt-xDP, q GAR designed AGM Checked Cate '7/2-V/10 Sheet —ofi Z i ' i, i � - � �'RR .Engirt Bering, I.zzc. ENGINEERING & PLANNING SERVICES Project Name:_ PLAO No.: �P~ � L WJOD i . ZOOa mg, Pam P_�g ; HDR 5LD6 HT TP WOO ;�11$4 14 'Ap �l Designed Checked r Date 7 /7-0/I0 Sheet 12- of Z3_ � � 1 1 ENGINEERING & PLANNING SERVICES Project Name- Zli`f�f y Cry No.: (-24 Vqlj/ = 412, +- 1+4 7 + -�►3( 47+s) -1-1414 0212-�112- + ),q,4 L A I \ SEl S ttfG izoo _ �ail� vp = [S[36x'f0 Clz00, -� gJ t �34w)]+��% 30 W7mN JO[Zq)k4O] + 6.0�(I)+ %• k (z) � 6h 41- 12,0k+ �. h= 3 I,�h wr�,� &roR�N = rs xiz}-�7,sx10 � �)[1o+32 4'U - 3)] OV (2 44)42492441 (yvp = X707) _ = �. 67� Urn — 0.14162, Of 10,7177+10(l) 3I,q(e) 773,1 VCAAP. z610 Designed JLM Checked Date 7�7-01f 0 Sheet of—_ _* _ .I - • ENGINEERING & PLANNING SERVICES Project Name:_ PLAN -207 � CAR 0 DZ P TA EOM - 9 CAR wz nl D (LI 7_6955' > 7-V z y V=s370(i 26 zo } 2 c U=00(- 1� � 270" 66 v=NTW6lO)(T2 )(13)47_7e- > 710 2_& ffq" 1A �/ :zs�dz}����o� )�-z� = 50 4 Ile Desl4ned-RAF _ Checked-All Date_7•2:�/(O,_ Sheet �y —of 2�' . �TR.R -�ngizzeerzng, Inc. ENGINEERING & PLANNING SERVICES ' Project Name. Ul-q -ALL&4-R No.: to-Up 15 EAC1 LINE REFLEM f6M65T LOA4 OF THE Z, 3, op, 4 cAFl opTI ON 2-10 2760b t.LS I al MW 4N - 1)"� yM f 16+1-� z 155' Z730 Al , � 1.�� � qq y*16(L-r W/ 3 xab x Vq' AC WA LAN 2.4 Avnstu AL.L- CAR ' Designed— .lGNI Checked K Rate 7i 10I10 Sheet Is of 2x JRR LG'ngineer�tg, Inc. ENGINEERING & PLANNING SERVICES Project Name: PLAN 2-04- ALL CAR No.: jar i r 23D I i _F,k L Li � I , ' I I 3ia 1 Ir TRA FT- Designed KAF checked Date 7 2- 1p Sheet of � ... _ I I ENGINEERING & MANNING SERVICES Project Name- PLAN ZM `ALL BAR No.: (Q DZF - - , Ili ii II i Lf _ I I -41 -- �f" i I i l I i i �-- I I I t �_— Deslgned&AF Checked 1 — Date 7-0 to Sheet 7 of 2 u Er GMEERING&PLAN111110 SERVICES PrDJect Marne: --ALL CAR Nc.._ 10-02-P RTi GkL. 1 CDR i 1DR R: LDS (} _x Nr—�'Z-bgxn,&P F 4 1 L1 PPE . Hp- By JNgf�4 Niz • NI s-r� Brrc i��r . . + — too �512) = 150p < ZS`fO C�.�s1 yxQ � z 600 I lZ Dt7R, { = 600 C:017-) _ 3apa ---tj c.�AET-Y- s 1rs A'm 4� ;Z6) �L►.N11L� �+yl �� iaDYZ.� _ ..L3oC3�^. .} . ..' Copes cv7.0 PLF PL-F 1330 --7:58a _ - 2580 - '�'70(,fol 13oa(�+,5� 13SOK C 12'10(1.l'S� - . - . -- - ��• -------- -, . x r Z PIZ'yxa e tAF� - - I o y D ago w = � Q Lv ._, �s� F........ .... a z.z - lcoDO - 917Q ��,�� . . C ���s R�1 Y • r �x 10 OF Z_ot2 .. . �#x DF -#Z Designed �� checKecE- �[�R Da't 7 Z�l��_ Sheet i$ of Z5 II: ti� - NOINEERING& PLANNING SERVICES Project Name- PL-&N ZQg4 7 ALL GAR No.: o + 1-Z-) - Gso Pup = Gso 'AL - 0.9) -- 1ts-4 < l4tO(7-) B2-6# (2.)zxr. 4P: �I,J0r GViTIC1�L VAG l.� � �25� 15�j lib PLF' .. _. -• ._. :....__ .. ,= tz0 �Ic�.3��Ieg�s' ' q2a� Ct.ts1 i o,D 22. Ctk<3�'I Ct2o���.3t1�1 = 2.Jy xi0$ < xto,� t4jV SRAM 1 IN.ZS'' r-DL r'r.c. -- 4� b7(ALVftz 17001#< - S (b7) (IV, --tak 0 —vk 412 S(I,(5)z 4744'* 2-40 Deslgned JG GAF Checked Date 712010 Sheet. of_ ZS t � g.�l�er3ng, lnc. ENGINEERING& PLANNING SERMES Pro}ect Name- A LL C AR No.: to~dZ� Lwiu(. MOO- ?,'PMb Roe � kiC� HF 2 zS 1 S) - 14 0 PLC iL40 1i.� �$ - zsgs'ik 'q xXO KF 2 -Avof LOAD Agove ram-Aim _...... .._ 1.6 6 Soap 41 A z 4698 A 3 IQ 1-7 _-7-L _�.. 16�fiD 7 695 1/4 �ARAJArn, S333 . U�k,IL1, - 1.6 40 Deslgned AM JCII'i Checked_ Date 7� �O�E? Sheet�flf. �� - - .. ., .. � ,� `I I ■ ■n■■ .■ ■ ■.■ ■ ■ ■ �ii r, ► � ! IN • � '�� f '� i r _ r 4�Ii, � r it r n rd .+ Y f J"RR .Engin Bering, Inc. ENGINEERING & PLANNING SERVICES Project Name: PLAN 7-M -ALL CAR No.: 10- ZP I:hT If 1 -T Y, I P"AALZI M lyq PT tM, Tl� LA MD -P-T-jL:J'- 41 A� rl-a,00 Q� P rl-l! -4--- Designed Checked- Date 712-0110. Sheet 2-7, of 2-.4g �R.R Engiz2 eer�rig, �'nc. ENGINEERING & PLANNING SERVICES Project Name: P--AI Z.Olq - A.LL CAR No.:±0=02f- (� PT 57 i I -� i L I I � i I i i f I i I I IT I I I V I - - -{- FL I vy I i ' -�--r i� SI ! I t-7.MT , v I ,u , � +f.;I{� ��•�.���u. Jt AMi(i Dw _ 1711I I r Y--• f 1, z --� i -t-•-a-�__ I I I I Il ! .41 Designed P CheckedlMP_ Date 71201(0 3 -- Sheet Zof—Z-L— _ 1 Full Height Front Wall Studs @ 16" o.c. Try (1) 2x6 HF 2 (c) 16" ox. b = 1.55 Fb = 1836 k= 1.0 d = 5_5 E = 1300000 c' = 0.8 S = 7.56 Kce = 0.33 SL= 25 A = 8.25 Fc= 1495 DL = 15 0.5fc = 0.0 0.513 = 0 fc = 0.0 P = 0 fb = 1101 M = 8323 0.5fb = 550 0.5M= 4162 Eave Height= 17 ft le = 204 in FcE = 283.5 psi Fc= 271.4 psi > fc OK W+0.5S (fc/F'c)^2+ fbl(Fb(1-(fc/FcE)))= 0.60 < 1.0 OK 0.5W+S (fc/F'c)"2+ fb/(Fb(1-(fc/FcE))) = 0.30 < 1.0 OK Where. (Values from NDS 2005 Table 4A) Fb =850 psi(1.35)"(1.6)= 1836 psi, Section 2306.2.1 Fc= 1300 psi(1.15) = 1495 psi Prepared by: RAF Checked by: RKR Project Name: Plan 2094 Project No. I©-02P Sheet I-Lof-a � a Living room King Studs L = 17' Try (2) 2x6 HF 2 b = 3 Fb = 1360 k= 1.0 d = 5.5 E = 1300000 c' = 0.8 S = 15.13 Kce = 0.3 SL= 25 A = 16.50 Fc= 1495 DL= 15 0.5fc= 0.0 0.5P = 0 . fc= 0.0 P = 0 fb= 1242 M = 18785 0.5fb = 621 0.5M= 9393 Eave Height= 17 ft le = 204 in FcE = 283.5 psi F'c= 271.4 psi >fc OK W+0.5S (fc/F'c)^2+fb/(Fb(1-(fc/FcE)))= 0.91 < 1.0 OK 0.5W+S (fc/F'c)^2+fb/(Fb(1-(fc/1=cE)))= 0.46 < 1.0 OK Where: (Values from NDS 2005 Table 4A) Fb = 650 psi(1.6) = 1360 psi Fc= 1300 psi(1.15) = 1495 psi Prepared by: RAF Checked by: RKR Project Name: Plan 2094 Proiect No. !0-02P SheetIFLofE • � V - - � - - - � �• i S' 1 i�� ►.ice riiit�_iiirws������i OWL= umm MON asp■i■tAm m �■■■�■■■■■■■■ YIN NOW iJ ." ■■■■■ r ii wa 171,Rom INN r, li - ! 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