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HomeMy WebLinkAbout4618 190th St Ne_BLD20100025_2025 Ap� BUILDING INSPECTION REPORT 014e, , Permit No. l0 �'dOZSAddress:Contractor: s P254- Owner: /�oi ,fON Date: SfQ?7�10 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: Z7 ® 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: ti ' � r d l:;air�l . • :�11=, -� p ... E=. ' ' 1- INSPECTION REPORT • Permit No.: _&)-g20Z.6' Lot #: _ Address: W r l q0 A, 57"' Contractor: 56412_1;< s Owner: I"O f� Date: KzGZ �- [� APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: TYk OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage sulation ❑ Other: 1: i �: � - - � - � t� �� r �• } 1 �� 1. `�'�I�� �I J 7 � 1 �I { �} �� I I � � I r I I 4 - 'ti. - � I '. -- �'� - �� � �• INSPECTION REPORT • Permit No - !)_WZ5 Lot #: � Addresy Z S� Contractor: • Owner: 2 Date: q U' APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: TY E OF INSPECTION REQUESTED ElUnder-floor 9-Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 9 ht 10 1 INSPECTION REPORT Permit No.: A)'A)Y'M5 Lot #: /44 Address: ���� /1`D���ii7`• Contractor: ST /Z • ♦ Owner: Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: /D TY E OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation LJ Foouupd'ation ❑ Shear Nailing ElGroundwork W-- echanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove dough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 11 1 1 1 _� �r4.�h►. 1 ti � � - I 1 I r. AL , :a INSPECTION REPORT • Permit No.: �o0-60Z5 Lot #: � Address: _ Zla/ /mil" //y Sf Contractor: • Owner: 1'4444.G 'l Date: 3��-//O APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: K 444667 Date: 3 /o TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation i Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: Akq BUILDING INSPECTION REPORT G1>Y O� Permit No. /0-- 5 Address: Zltlo lep Contractor: fNG"S Owner: kU,04eld' dAl Date: 13/k /Q 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 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: 3&dz 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: )k•` t � - 13:}aka. •'fir.• . . •� BUILDING INSPECTION REPORT `i V Y o f Permit No. le— 0oo ZS Address: �kL�NG10 Contractor: Owner: — ;D�cfU� Date: S 1,5k10 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 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before D Inspector: a Date: S �G ®ZqajAing der-floor ® Framing ® Gas Piping t ® Drywall, nailing ® Consultation foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: r .. ti � , 1 ARL INGTON CITY OF INGTON,WA 98223 238 N.OLYMPIC AVE.-A -. PHONE:(360)403-3421 Permit#: BLD20100025 Pr�tject :address: 461$ 190TH ST, ARLINGTO Parcel No: 00955700003800 SLATER CONSTRUCTION SLATER CONSTRUC710N 1010 122ND AVE NE TERENCE I&NEWMAN CORINN 1010 122ND AVE NE LAKE STEVENS,WA 98258- MORRISON LAKE STEVENS,WA 98258" 0210M 4618 190TH ST NE * EXP:12/22/2010 LICENSE#:SLATEC ARLINGTON,WA 98223-4790 Phone:(425)334-5999 Ext. Phone:( ) - Ext Email:.,IaterconStTUCtion@comcast.net comcast.net Email: PUGET HEATING SLATER CONSTRUCIkuN LAKE STEVENS,WA 98258- 1010 122ND AVE NE LAKE STEVENS,WA 98258- I.ic# F.x Lic#:SLATEC*0210M Ex a2/22/2010 , ADDITION TO EXISTING SFR VALUATION: $0 PERMIT GROUP:Addition PERMIT TYPE.Residential TYPE OF CONSTRUCTION:V-B NUMBER OF STORIES: 1 — — OCCUPANT GROUP:R-3 NUMBER OF DWEI G UNITS: l OCCUPANT LOAD. CODE:2006 offnamcmm BASEMENT:0 1ST FLOOR:444 DE K 190 OR OTHER:0 BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE'0 3RD FLOOR:o GARAGE:0 DECK:0 OTHER:0 , I I RE UIRED: PROPOSED � � RE U�p; PROPOSED: REQUIRED: PROPOSED: REQUIRED- PROPOSED: HEIGHT AI LOWED:O PKOPOSED:O SETBACK NOTES: AUTHORIZED THEREBY,NO VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S I AGREE TO COMPLY WITH CITY ANDS STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WO PERSON WILL BE EMPLOYED IN COMPENSATION INSURANCE AND RCW 18:27. MIT UNTIL SIGNED BY THE BUILDING OFFICIAL O IS ER DEPUTY AND ALL FEES ARE PAID. THIS APPLICAT 1 NO .A PJE v '� Z_(() Dal ��VV leased By Signature Print Name Date ATTENTION 0 USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL�ANF�D INSPECTION /IBCI 0/S BEEN CI .MADE AND APPROVAL OR A CERTIFICATE O IT IS UNLAWFUL T OCCUPANCY HAS BEEN G ASSESSOR OTHER � ARCHIVE � APPLICANT BLD20100025 CONDITIONS • Lot line stakes must be in place at the time of foundation/setback inspection. • Installation,use and maintenance of equipment and components shall be per manufacturer's specifications,installation instructions,and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector. • Approval of this foundation design is conditional subject to inspection of existing site soil conditions. Retaining Walls must be designed and constructed to resist the lateral pressure of the retained material. Provisions must be made for the control and drainage of surface water around buildings. • Installer shall provide the manufacturer's installation,operating instructions,and a whole house ventilation system operation description.A label shall be affixed to the whole house timer control that reads "Whole House Ventilation" (see operating instructions). • Hose Bibbs(exterior faucets)are required to have a permanently affixed anti-siphon device installed. • In addition to the required pressure/relief valve,an approved listed expansion tank shall be installed on all hot water tanks. Per UPC 608. • Type B or L vent connectors required on fuel-burning appliances passing through unheated spaces.Per IMC 803.2 • Obtain Electrical Permit from State Department of Labor&Industries. • Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building. • City approved plastic piping may be used in water service piping provided that where metal water service piping is used for electrical grounding purposes,replacement piping shall be of like materials(UPC 604.8).A state electrical permit and inspection is required if electrical grounding is altered,removed,improved,or added. Contact State Dept.of Labor& Industries Electrical Division at 425-290-1309. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure.Check the job card for all required City inspections including final project approval and final occupancy inspections. • Provide combustion air per IMC for commercial and multi-family residential installations,and IRC for one and two-family dwellings. • A pressure regulator valve(PRV)shall be installed near the water shutoff. • New and existing buildings shall have approved address numbers,building numbers or approved building identification placed in a position that is plainly visible from the street or road fronting the property. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be legible from the public way,at least 4 inches high with a'`/z inch min.stroke width on a contrasting background. • Pre-sales or"model showing of units" is defined as a"use"of a building or premises and is inherently hazardous to the public prior to issuance of a certificate of occupancy. Pre-sales or model showing shall not be allowed without a(permanent or temporary)certificate of occupancy. Emergency plans as outlined by IFC Chapters 4 or 14 and local safety standards must be met for approval of temporary certificate. No building or structure shall be used or occupied until that certificate of occupancy,or temporary certificate is issued. • Call for locates of underground utilities 2 business days prior to any excavation. 1-800-424-5555 • Call for required inspections as noted and prior to backfill. PERM IT FEES Description JL__ Fee Amount Paid Balance Due 3/1/2010 C-Building Permit Fee(QTY: 1.00) $793.00 $0.00 $793.00 3/1/2010 C-Building Plan Review Fee(QTY: 1.00) $515.45 $0.00 .$515.45 3/1/2010 C-State Building Code Surcharge(QTY: 1.00) $4.50 $0.00 $4.50 Total Due: $1,312.95 $0.00 $1,312.95 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL ' INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 AR eW 601 A 4 1!, o 0440 �aS-110SAIL�- . VNtw IT zovo VA f � ry,DC n RECEIVED 1441 FEB 2 5 2010 CM PEHMIT CENTER 'b(.D,;LbID aoa5 i f �� r i R �t'e�4•�. sESIV� `�`�„u�C.. PERMIT APPLICATION Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3447 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, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: (RI Residential Addition Residential Alteration Also Including: Plumbing ([:] Mechanical ,r,u Project Address'. 4&l S v 1 tq �T' "-r, Parcel ID#: 67`7 t ZIS 01 o4PtV��� Lot#: 5z Subdivision:`� 5we. t6tA're.,sp Project Description: A-17VIT10tJ A0 4OW To k4 Valuation: -�-�y� t,avr_tL- o*"-< eAt-an wi,Part o 1I119 It Owner: �.� pe- Ma"—tl"W Phone Number: Address: 44oPF2 h_I�I�GJ�r�_rl'1 C- City:h �1JQ3? State: WA Zip Code:yt.Z23 Contact Person: 1 Sl�t�_" Phone Number: Cell Phone: 4Z --5V-4431 _Fax: 4ZS-334-54?J E-mail: ✓ a .k Address: [7(01 IN," L14VC i4if City: Lk, 5kyCk5 State: L421�1 Zip Code: Building Area (Sg Ft): ist Floor: 444 2nd Floor: 3`d floor: Deck: Garage/Carport: Basement: Project Valuation* &"Ilt�. vN �L4(S'r t"U F5&T tt 0 Contractor: v Phone Number: 4zsssot'4431 Address: Z` AEC ME City: Sk""S State: CA Zip Code: Contractor's License Number: e, `al Expiration: ZZ- 10 Plumbing Contractor- Lm i-eld Phone Number: 465-"326.04EI Address: City: State: Zip Code: Contractor's License Number: i Expiration: Mechanical Contractor: ma L�, Phone Number: Address: ity: /1- BLS State: WA Zip Code: '71045-6 Contractor's License Number: Expiration: I hereby c i th th abo a ccoinformation is correct and that the construction on, and the occupancy and the use of the above- described ill a rdance with the laws, rules and regulation of the State of Washington. Z- �_Iaa IF tents ira` re l Date Print Applicants Name RECEIVED FOR STAFF USE ONLY FEB 2 5 2010 &3U-(W? ze�_ - SUMMIT CENTER Permit# Accep ed By Amount Received Receipt# WEB Forms-285 Page 1 of 2 04/08 sb �, PERMIT APFLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: feet. C. Difference in elevation between meter and highest fixture: feet above meter or feet below meter. D. Pressure in street main: psi. (Measure with gauge or check with Water Department) Number of Plumbing Fixtures (Including bough-Ins) Plumbing Accessory Main Total Fixture Total Number Fixtures Dwelling unit Residence #X Multiplier Fixtures Units Bar Sink X 1 0 = Bathtub or Combination Bath/Shower X 4.0 = Clotheswasher X 4.0 = Dishwasher X 1.5 = Hose Bibb X 2.5 = Kitchen Sink X 1.5 = Laundry Sink X 2.0 = Lavatory Bathroom Sink Z X 1.0 = Shower Stand Alone Each Head X 2.0 = Water Closet Toilet X 2.5 = Whirlpool Bath or Combination Bath/Shower X 4.0 = Water Heater Other TOTAL Traps other than above items FIXTURE UNITS: I hereby ce ify that the above information is correct and that the construction on, and the occupancy and the use of the above- described o rty 'll b i a ordance with the laws, rules and regulation of the State of Washington. Applicants Signature Date �TW P s��/ Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—285 Page 2 of 2 04/08 sb i RESIDENTIAL r SUBMITTAL REQUIREMENTS . Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3447 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 most accompany my Building Permit Application to be considered a complete submittal. I� ),/,j Signature: Gate: Owner/ ner's Representative Comp any: c�IGb �.(`xAfSi'✓u'L �" Phone: 449-IN-44V WEB Forms—67 Page 5 of 5 04/08 sb {l 1 ._::-� . RESIDENTIAL APPLICATION ,; ` �•,`:^ :` SUBMITTAL CHECKLIST Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 Please use this checklist to ensure that all necessary information is provided for review of your project. F.] One (1 ) completed Single Family Residential Building Permits Application L9" Two (2) accurate fully dimensioned plot plans ET Two (2) sets of construction drawings Two 7 se crcrl Ir T.tio (�) sets of engine..,.,u drawings and ca,.,ulations (If required) _© Health Department approval of septic system —__L( Verification of Water and Sewer Availability from City of Marysville (if applicable) Cl Cross-Connection Control survey application APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. WEB Forms—143 Page 1 of 1 04108 sb City of Arlington Community Development Building Division 238 N. Olympic Ave. Arlington, WA 98223 360-403-3551 Certificate of Compliance Permit Type/Address: Building/4618190t" St NE Permit #: 20100025 Issued: 3/2/10 This Certificate issued to: Terrence Morrison This certifies that work at the premises indicated above conforms substantially to the approved plans and specifications heretofore filed in this office as it pertains to the application submitted, pursuant to which the permit was issued and appears to conform to all of the requirements of the applicable provisions of the law. This Certificate of Compliance is issued for: Addition to an existing dwelling Dated this 1St day of June, 2010 i Building bffj6al Plan Review — Morrison Addition 4618 190t" St NE FYI's No shear wall details. Attachment must be used for continuous braced walls Sill plate must be 2 x 6 minimum Perimeter drainage to approved system if soils are objectionable Add crawl vent at 10 feet wall line R-30 minimum insulation in floor Roof drainage to approved system i 1 WALL CONSTRUCTION j el;VV,51C L-0107� 6i Acr,s ('/L G%�'E/�j�}9 �.�' %"� leg- f R602.10.1 Braced wall lines.Braced wall lines shall con- rad)or less than 45 degrees(0.79 rad)from the hori- sist of braced wall panel construction in accordance with zontal. Section R602.10.3. The amount and location of bracing 2. Wood boards of V,inch(16 mm)net minimum thick- shall be in accordance with Table R602.10.1 and the ness applied diagonally on studs spaced a maximum amount of bracing shall be the greater of that required by of 24 inches (610 mm). Diagonal boards shall be the seismic design category or the design wind speed. attached to studs in accordance with Table R602.3(1). Braced wall panels shall begin no more than 12.5 feet (3810 mm) from each end of a braced wall line. Braced 3. Wood structural panel sheathing with a thickness not wall panels that are counted as part of a braced wall line less than 5116 inch(8 mm)for 16-inch(406 mm)stud shall be in line,except that offsets out-of-plane of up to 4 spacing and not less than V,inch(9 mm)for 24-inch feet(1219 mm) shall be permitted provided that the total (610 mm)stud spacing.Wood structural panels shall out-to-out offset dimension in any braced wall line is not be installed in accordance with Table R602.3(3). more than 8 feet(2438 mm.). 4. One-half-inch (13 mm) or 25/32 inch (20 mm) thick a R602.10.1.1 Spacing.Spacing of braced wall lines shall structural fiberboard sheathing applied vertically or not exceed 35 feet(10 668 mm.)on center in both the lon- horizontally on studs spaced a maximum of 16 gitudinal and transverse directions in each story. inches (406 mm) on center. Structural fiberboard sheathing shall be installed in accordance with Table Exception:Spacing of braced wall lines not exceed- R602.3(1). ing 50 feet shall be permitted where: 5. Gypsum board with minimum'/2-inch(13 mm)thick- I. The wall bracing installed equals or exceeds the ness placed on studs spaced a maximum of 24 inches amount of bracing required by Table R602.10.1 (610 mm)on center and fastened at 7 inches(178 mm) multiplied by a factor equal to the braced wall on center with the size nails specified in Table line spacing divided by 35 feet and R602.3(1)for sheathing and Table R702.3.5 for inte- 2. The length-to-width ratio for the floor or roof rior gypsum board. diaphragm does not exceed 3:1. 6. Particleboard wall sheathing panels installed in R602.10.2 Cripple wall bracing. accordance with Table R602.3(4). R602.10.2.1 Seismic design categories other than D2. 7. Portland cement plaster on studs spaced a maximum In Seismic Design Categories other than D2, cripple of 16 inches (406 mm) on center and installed in walls shall be braced with an amount and type of bracing accordance with Section R703.6. as required for the wall above in accordance with Table 8. Hardboard panel siding when installed in accordance R602.10.1 with the following modifications for cripple with Table R703.4. wall bracing: Exception: Alternate braced wall panels constructed in 1. The percent bracing amount as determined from accordance with Section R602.10.6.1 or R602.10.6.2 Table R602.10.1 shall be increased by 15 percent shall be permitted to replace any of the above methods of and braced wall panels. I 2. The wall panel spacing shall be decreased to 18 R602.10.4 Length of braced panels.For Methods 2,3,4, feet(5486 mm)instead of 25 feet(7620 mm). 6,7 and 8 above,each braced wall panel shall be at least 48 R602.10.2.2 Seismic Design Category DZ.In Seismic inches (1219 mm)in length,covering a minimum of three Design Category D21 cripple walls shall be braced in stud spaces where studs are spaced 16 inches(406 mm)on accordance with Table R602.10.1. center and covering a minimum of two stud spaces where studs are spaced 24 inches(610 mm)on center.For Method R602.10.2.3 Redesignation of cripple walls. In any 5 above, each braced wall panel shall be at least 96 inches seismic design category,cripple walls are permitted to be (2438 mm)in length where applied to one face of a braced redesignated as the first story walls for purposes of deter- wall panel and at least 48 inches(1219 mm)where applied mining wall bracing requirements. If the cripple walls to both faces. are redesignated,the stories above the redesignated story shall be counted as the second and third stories,respec- Exceptions: LLVel T L.. f braced 11 1 y• 1. >_,ei1gt11J of uia�cu wall panels for continuous R602.10.3 Braced wall panel construction methods.The wood structural panel sheathing shall be in accor- construction of braced wall panels shall be in accordance dance with Section R602.10.5. with one of the following methods: 2. Lengths of alternate braced wall panels shall be in 1. Nominal 1-inch-by-4-inch(25 mm by 102 mm)con- accordance with Section R602.10.6.1 or Section tinuous diagonal braces let in to the top and bottom R602.10.6.2. plates and the intervening studs or approved metal R602.10.5 Continuous wood structural panel sheathing. strap devices installed in accordance with the manu- When continuous wood structural panel sheathing is pro- facturer's specifications.The let-in bracing shall be vided in accordance with Method 3 of Section R602.10.3 on placed at an angle not more than 60 degrees (1.06 all sheathable areas of all exterior walls,and interior braced 136 2006 INTERNATIONAL RESIDENTIAL CODE I WALL CONSTRUCTION ORIENTATION OF STUD MAY VARY.SEE FIGURE R602.3(2) 1 Gd NAIL AT 12 iN.O.C. GYPSUM WALL BOARD INSTALLED IN V__ ACCORDANCE WITH CHAPTER 7 Bd NAIL AT 6 IN.O.C. `d NAIL AT 12 IN.O.C.ON ALL \WOOD STRUCTURAL PANEL (ALL PANEL EDGES) FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE PANEL EDGES WITH TABLE R602.3(i) (a)OUTSIDE CORNER DETAIL ORIENTATION OF STUD MAY VARY.SEE FIGURE R602.3Q) nrLI PSUM WALL BOARD INSTALLED IN CORDANCE WITH CHAPTER 7(INTERIOR) 16d NAIL AT 12IKO.C. WOOD STRUCTURAL PANEL ■ INSTALLED IN ACCORDANCE ■ WITH TABLE R602.3(t) Bd NAIL AT 6 IN.O.C.ALL FRAMING MEMBERS AT PANEL EDGES AND 12 IN. O.C.ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (b)INSIDE CORNER DETAIL For SI: l inch=25.4 mm. Gypsum board nails deleted for clarity. FIGURE R602.10.5 TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL PANEL SHEATHING;SHOWING REQUIRED STUD-TO-STUD NAILING wood structural panel sheathing nailed with 8d with an uplift capacity of not less than 1000 common or galvanized box nails in accordance pounds(4448 N)shall fasten the header to the side with Figure R602.10.6.2. The wood structural of the inner studs opposite the sheathing. One panel sheathing shall extend up over the solid sawn anchor bolt not less than 5/8-inch-diameter (16 or glued-laminated header and shall be nailed in mm) and installed in accordance with Section accordance with Figure R602.10.6.2. Use of a R403.1.6 shall be installed in the center of each sill built-up header consisting of at least two 2 x 12s plate.The studs at each end of the panel shall have and fastened in accordance with Table R602.3(1) a tic-down device fastened to the foundation with shall be permitted. A spacer, if used, shall be an uplift capacity of not less than 4,200 pounds placed on the side of the built-up beans opposite (18 683 N). the wood structural panel sheathing. The header shall extend between the inside faces of the first Where a panel is located on one side of the open- full-length outer studs of each panel. The clear ing,the header shall extend between the inside face span of the header between the inner studs of each of the first full-length stud of the panel and the bear- panel shall be not less than 6 feet(1829 mm) and ing studs at the other end of the opening. A strap with an uplift not more than 18 feet(5486 mm)in length.A strap capacity of not less than 10(}0 pounds (4448 N) shall fasten the header to the bearing 2006 INTERNATIONAL RESIDENTIAL CODE 139 2006 INTERNATIONAL RESIDENTIAL CODE R602.10.10 Design of structural elements. Where a building, or portion thereof,does not comply with one or more of the bracing requirements in Sections R602.10 i through R602.10.9, those portions shall be designed and I constructed in accordance with accepted engineering practice. R602.10.11.1 Braced wall line spacing. Spacing between R602.10.7 Panel joints. All vertical joints of panel braced wall lines in each story shall not exceed 25 feet sheathing shall occur over,and be fastened to,common (7620 mm)on center in both the longitudinal and transverse studs. Horizontal joints in braced wall panels shall occur directions. over,and be fastened to,common blocking of a minimum 2 Exception: In one-and two-story buildings two a r inches in nominal thickness. adjacent braced wall lines shall not exceed 35 feet Exception: Blocking is not required behind horizontal (10,363 mm)on center in order to accommodate an I joints in Seismic Design Categories A and B and detached area not exceeding 900 square feet(84 m')in each dwellings in Seismic Design Category C when dwelling unit. Spacing between all other braced wall constructed in accordance with Section R602.10.3, lines shall not exceed 25 feet(7620 mm). braced-wall-panel construction Method 3 and Table R602.10.11.2 Braced wall panel location. Exterior braced I R602.10.1,Method 3,or where permitted by the wall lines shall be provided with a braced wall panel manufacturer's installation requirements for the specific located at each end of the braced wall line. sheathing material. Exception: For braced wall panel construction R602.10.8 Connections. Braced wall panel bottom (sole) Method 3 of Section R602.10.3,the braced wall panel plates shall be fastened to the floor framing and top plates shall be permitted to begin no more than 8 feet(2438 shall be connected to the framing above in accordance with mm) from each end of the braced wall line provided Table R602.3(1). Sill plates shall be fastened to the footing, one of the following is satisfied: foundation or slab in accordance with Sections R403.1.6 1. A minimum 24-inch-wide(610 mm)panel is and R602.1 1. Where joists are perpendicular to the braced applied to each side of the building corner and the wall lines above,blocking shall be provided under and in two 24-inch-wide(610 mm)panels at the corner line with the braced wall panels. Where joists are shall be attached to framing in accordance with perpendicular to braced wall lines below, blocking shall be Figure R602.10.5;or provided over and in line with the braced wall panels. 2. The end of each braced wall panel closest to the Where joists are parallel to braced wall lines above or corner shall have a tie-down device fastened to the below,a rim joist or other parallel framing member shall be stud at the edge of the braced wall panel closest to provided at the wall to permit fastening per Table the corner and to the foundation or framing below. R602.3(1). For buildings in Seismic Design Categories D�,, The tie-down device shall be capable of providing Di and D,, braced wall panels shall also be fastened in an uplift allowable design value of at least 1,800 accordance with Section R602.1 1.2. pounds(8 kN).The tie-down device shall be R602.10.9 Interior braced wall support. This section is installed in accordance with the manufacturer's not adopted.See Section R403.1.2. recommendations. (Insert Facing Page 141) Effective July 1,2007 WALL CONSTRUCTION TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING SPACING OF FASTENERS MATERIALS DESCRIPTION OF FASTENERe`a Edges(inches)1 Intermediate supports"(inches) Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wall sheathing to framing 6d common(2"x 0.1 13")nail(subfloor,wall) 1e 2 8d common(21/"x 0.131")nail(roof)f 6 129 19/32" 8d common nail(21/2"x 0.131") 6 129 - - 1�/8"-1�/4' 1Od common(3"x 0.148")nail or 8d(21/2"x 0.131 )deformed nail 6 12 Other wall sheathing^ 1/2"structural cellulosic fiberboard 11/2"galvanized roofing nail 8d common sheathing (21/,"x 0.131")nail;staple 16 ga.,11/"long 3 6 2s/32"structural cellulosic 13/4"galvanized roofing nail 8d common fiberboard sheathing (21/2"x 0.131")nail;staple 16 ga., 13/4"long 3 6 '/2"gypsum sheathing' V/2"galvanized roofing nail; 6d common(2"x 0.131")nail;staple galvanized 4 8 11/2"long; 11/,"screws,Type W or S 5181, 13/4"galvanized roofing nail; - - /8 gypsum sheathing' 8d common(21/2"x 0.131")nail;staple galvanized 4 8 -- ls/"long; 13/8"screws.'Type W or S Wood structural panels,combination subfloor underlayment to framing 3/4'and less 6d deformed(2"x 0.120")nail or 6 8d common(2t/"x 0.131")nail 12 /s"_1" 8d common(21/2"x 0.131")nail or 8d deformed(21/2"x 0.120")nail :�:6 ]2 11/s"-11/4' 10d common(3"x 0.148")nail or 8d deformed(21/2"x 0.120")nail 6 12 For Sl: I inch=25.4 mm, I foot=304.8 mm, I mile per hour=0.447 m/s; 1 ksi=6.895 MPa. a. All nails are smooth-common,box ordeformed shanks except where otherwise stated.Nails used for framing and sheathing connectionsshall have minimumaver- age bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. c. Nails shall be spaced at not more than 6 incites on center at all supports where spans are 48 inches orgreater. d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall he applied%ertically. e. Spacing of fasteners not included in this table shall be based on lhble R602.3(2). f. For regions having basic wind speed of 110 mph or greater,8d deformed(21/,"x 0.120)nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls,if main roof height is more than 25 feet,up to 35 feel maximum. g. For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center.When basic wind speed is greater than 100 mph,nails forattaching panel roof sheathing to intermediate supporls shall be spaced 6 inches on center for minimum 48-inch distance from ridges,caves and gable end walls;and 4 inches on center to gable end wall framing. h.Gypsum sheathing shall conform to ASTM C 79 and shalt be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof orfloorsheath- ing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code.Floor perimeter shall be supported by framing members or solid blocking. 2006 INTERNATIONAL RESIDENTIAL CODE® 125 RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 355'1 • FAX (360)403 3447 ZONING VERIFICATION APPLICATION 24 hour turnaround Date.- — if inspection is ,�/2J //0 required 48 hours Address: 4(e( - (0,0k� 5�, ykC. Parcel #: a0g5-5--7zcw35c0 Owner/Applican : -Vo4 V,5cx,, � 'J'-A Signature: , Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 4Z5--334-51?q (c) 1. Please check one: a. Single-family dwelling b. Duplex IQKc.Addition d. Accessory structure 2. Lot Size: Width: —_b-5. G 5 c Depth: b.4z- Area: -71-DI 7 q 3. Proposed Dimensions: W p ) � L) 2�_ H) Total SF)_y�� 4. Describe Proposal (include cross street): I® 5. Provide distances from the new construction to the property lines. The measurements should conform to the measurements drawn on the site plan on the accompanying page. Right distance: ft. Left distance: ft. Both sides: ft. Front distance: _ ft. Rear distance: _ 10 ft. Between structures: " ft. U For City Use Only _ _ 1 All: Please add comment in permit trax if any item requires further Evaluation, mark (PT) in the space provided. If no further evaluation is required please mark(OK). Water Service Storm Water _ Set Backs Fire Hydrants Sewer Service Site Civil Req'd Zoning Steep Slopes Cross Connection _ Public Improvement Required Critical Areas OFFICIAL USE ONLY APPROVED DENIED _ DATE RECEIVED INT FEW � -5 2010 COA PERMIT CENTER N-1 3, �- � � !=