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HomeMy WebLinkAbout17906 39TH DR NE_056739_2026 INSPECTION REPORT • Permit No.: i� 2 lC Lot #: Address: Z 7�' Contractor: 11C&4 • Owner: 71- � Date: -� 7 Dc-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. r V /< dos i Inspector: Date: 42 " TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in AXFinal ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT 1LN G?' Permit No.: ©5" �1'J9 Lot #: Q" O� Address: 11911610 3`1T _br. NL Contractor: ?V^tug C."As uc. 'toy"— O Owner: a s - ovn IN N Date: ��Slc)�. X-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: TYPE OF INSPECTION REQUESTED ❑ Under-floor O Framing ❑ Gas Piping ❑ Footing Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: q./k, nn INSPECTION REPORT73Permit Noa� LotAddress:Contractor: &A - Coa►�Owner: IN O� Date: /0� _z2 j _C"T 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. IF Inspector: Date: 7 TYPE 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 Xinsulation ❑ Other: 3 fS rs` , �. INSPECTION REPORT ¢y�N GTO Permit No.: y.S 6 739 Lot #:. Q' Address: I 'I q 0 L., '3 9 0n-- Z Contractor: _.: O Owner: Date: 1 -7--i oS P1`-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. OF Inspector: Date: 4.2 " TYPE OF INSPECTION REQUESTED ❑ Under-floor ;a 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: 11 3 s�. `INSPECTION REPORT IN G?'O Permit No.: c)s i-139 Lot#: Q' Address: 1 '7,1 o L, '39 p Z Contractor: O owner: IN C'� Date: �PPROVAL ❑ 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: lira 1ZDate —' PE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation 2f,Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT ¢1,IN G TO Permit No.t� ,S_6 73itot#: F' Address: 1 7 0 Contractor: ��, �O Owner: c �I N C 1 Date: S— 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. oe Inspector: Date: -- ` Zx TYPE 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 ❑ Insulation ❑ Other: 2 e INSPECTION REPORT ii r Permit No.: cj5 L, 13 ) LotAddress: / '79 0 � .39 0 ,2Contractor: Nmt-r-GAO Owner: Date: a"PPROVAL ❑ 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: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping lK Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: City of Arlington REQUEST FOR REVIEW FORM NAME: �C J BP #: 05- l C� 133 DATE: 2 RETURN THIS FORM BY: PROJECT SUMMARY: S Fl,- 1, L 77 RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING * SCOTT B., BUILDING DERYL T., UTILITIES BILL B., NATURAL RESOURCE YVONNE P., PLANNING ;GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT i SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the "No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO [] NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATF_. If IN4 -EI)40 Permit # 05-6739 Date: 11-08-05 Project: Hatfield Reviewed by: Kerry Wentz 1) Foundation washers must be a minimum of 3"x3"xl/4" (Noted on the plans) 2) #4 Rebar must be installed vertically at 4'o.c. Maximum, with a minimum 3" bend into footing rebar. (Noted on the plans) 3) A minimum of 2 hold-downs is required for each braced wall panel. (Noted on the plans) Value: $15K Building Permit: $282.75 Plan Review: $183.79 State Fee: $4.50 i • City of Arlington TOW Building Department REQUEST. FOR SFR REVIEW RESPONDING DEPARTMENT: PLANNING DEPARTMENT BP #: to 7,-P NAME: t WC/ PLEASE RETURN FORM TO LIN A WITHIN 5 WORKING DAYS FROM ❑ Mitigation Fees Verified: School Mitigation Fees Park Mitigation Fees: Trip Mitigation Fees: ❑ Set Backs Verified: Zoning:_� Q Front Yard/ - Street Setback Rear Yard Setbacks 4!S Side Yard Setbac ❑ Impervious Surface Verified ❑ Shade Trees Verified on Site plan z. Elevation Design Verified SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. IN COMPLIANCE WITH LAND USE CODE - OKAY TO ISSUE ❑ IN COMPLIANCE WITH DESIGN GUIDELINES - OKAY TO ISSUE ❑ NOT APPROVED -ADDITIONAL INFORMATION REQUIRED o (COMMENTS) REVIEWED BY DATE 1 \141 Ccs - • I City of Arlington REQUEST FOR REVIEW FORM NAME: 1 IG�l 2- ICJ BP #: 05- 0 31 DATE: l Z RETURN THIS FORM BY: I l PROJECT SUMMARY: Ft2 -helm RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRYW'.",BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the "No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. 4— COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS C . REVIEWED B DATE t City of Arlington REQUEST FOR REVIEW FORM NAME: BP #: 05- D 7 ->, i' DATE: RETURN THIS FORM BY: /%- `% PROJECT SUMMARY. RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL 13 , NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the "No Comments" box checked PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE G`�`Y °� RESIDENTIAL ADDITION/ALTERATION �� PERMIT APPLICATION <I N G�� Department of Community Development City of Arlington • 238 N Olympic Ave. • Arlington, WA 98223 • Phone (360)403 3431 • FAX(360)403 3447 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNIT(S�RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, SIX(6)ACCURATE, FULLY DIMENSIONED PLOT PLANS AND TWO(2) SETS OF ENERGY CODE APPLICATIONS. TYPE OF PERMIT: Residential Addition ( ) Residential Alteration r) Plumbing ( ) Mechanical Project Address: a n�" (� �� Q L Parcel ID#: Lot#: Subdivisions: 'IblLt . �)AkL >>\\�61 U1y ' Project Description: (D� X t �', Nb& �tt Owner: -�N� �'y= ATF C Phone Number: Address: 17c\ (� ?,c1 kk _ 4 City: AQ-U t4kT1D State: Zip Code: �%Z��� Contact Person: Phone Number: H Z-`� LA ZZ' Cell Phone: 4iA(\AC {Fax:: � E-mail: Address: 2`�?'t � �y� `'''�"� City: -T S^'�`�State Zip Code: Building Area(Sq Ft): Is'Floor: ,act . L 2"d Floor: 3`d floor: 2 Deck: Garage/Carport: Basement: Project Valuation- ) LAyO Contractor: ' s\ V ICJ Phone Number: 1"4 Address: S1C. y� I-� " t��� ^� Cit ``��t State: Zip Code: Contractor's License Number: v�'„mar ,q- I t-W Expiration: Plumbing Contractor- -Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: V 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- des ibed property will be in accordance with the laws, rules and regulation f t VeState of Washington. Appli%,ntsSignature Date_J&yS._A RECENED LLUSTI �_�Vu� Print Applicants Name Nov o 2 zoos E '��'.'��� Forms/RAA-1 COA BUILDING DEV '� .., s .._..� r..... -.y r•i-.�. � ,,,.. .. l A DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS i y CONST CONT GENERAL t k REGIST. # EXP, DATE } CCOl RENEWCN971L4 06/30/2007 EFFECTIVE DATE - 06/24/2003 RENEWED CONSTRUCTION NW ' 30310 .68TH STANWQOD WA 98292 t ~~�-•-.-�' -- -- — - -� — J---- - - Detach And Display Certificate f ± 4 � r-I t Co r G) D = r- W -o �aCL juD V. (D ORv r ,it --I = N (fl II � 90Gl (D C:) ;or mCD0 30 foot Transmoun � ar Pipeline Eas(%1T c N off '} CA) ro 00 p = v� G) rn CYN MPL IS 0W OD �o � w " N j .�CA V�► ( H j�-1 N Q o \�� m o Z A' � � O , kt ell, IN ® \ SLQ. CD Ci cc 19. t m f, Losq. ft. C i Oki, ®r2 ct ®l 00 ON D• _ ® �(.is r.it e`• ; O b sq cn V e k ca ... a � O}` =•k 'G" � CO�� O -•to - - ' _ � 1 - `_...__._... . ._ •,{ r .,..E•, .menu 1� I .` as e5 UN t7 CA, CA ci ki \J1 r -j4 CJ f! 91 C4 -cA rl rA ts V- 'A r CIL OW i> Fj MA w . . , i �} ?c r rj zJ; Cl 7r 12 LA rl fQ L r3 C-3 1, r C. v CA LA p V, t r i v. ' � J . .. 3—TAB 2351 COMP. ROOF OVER 151 FELT SHAKE ROOF OVER 30/ FELT(INTERWEAVE) 1/2' C.D.X. SHEATHING OR 7/11i OS.B. NAILED 8d 0 6' O.C. ALL SUPPORTED EDGES BAFFLE TO If ABOVE INSULATION 12 1' VENT SPACE 2x4 TRUSSES �, PRCH 5 (2 2x6 PLATES — LAP SPLICES W 0 24' O.C. WH (8) 10d NAILS 20 VENT BLOCK SIMPSON HURRICANE nnnn H5 TW 0 4`-1'O.C. CLOSET) SOFFIT (TYP.) CONTINUOUS VENT 26 GA METAL R-38 INSULATIO GUTTER 1/2' G.W.B. 2'-(r lx6 FASCIA 2x6 STUDS 0 247 O.C. SIDING PER ELEVATION 5 1/2' BATT 15/ BUILDING R 2I INSULATION PAPER MINIMUM, (SECURE TO FREE EDGE OF STUD.) 1/2' C.D.X. OR 7/1C O.S.B. INSULATE k SEAL AROUND WINDOWS. z M SHEATHING CONTINUOUS TO MUOSILL 2x6 STUDS 0 24' O.C. To PLYWOOD WITH 10d NAILS 0 6' O.C. 7a(` �f t�A x 10" A.B. INSl1UTION WRH Z. x 2' x 3/16' SQUARE WASHER 0 49' O.C. k WITHIN 2x6 H.F. $2 P.T. PLATE 12' OF END OF SILL WITH 16d NAILS 0 6' O.C. EMBED 7' RIM JOIST 2x4 FOUNDATION GRADE SILL WATER PROOFING SEPARATE 4"0 TIGHTLINE FOR ROOF DOWNSPOUT 2x6 H.F. /7 FLOOR WHEN REQUIRED JOISTS 0 D.C.h r' z 14 REBAR CONTINUOUS I FINISH GRADE FREE RAINING VERTICAL REBAR: • // /�\% BA KFIL 14 04%40,C 14 REBAR CONTINUOUS �° \\�\\�\� FILTER'. Z FABRIC ROCK (2) 14 REBAR CONTINUOUS 3 3" 4'0 PERFORATED RIGID DRAINPIPE. DRAIN TO DAYLIGHT OUTFALL / Q T TYPICAL WALL SECTION cv// SCALE: 1' = l'-0' NOTES: I. Minimum concrete F'c=2,SOO psi; 5 sock minimum cement/cu. yd. grade 40 r/f steel, fy=40,000 psi. Backfill with clean free—draining material after full concrete strength has been attained. 2. Fooling to bear on undisturbed soil free of organic material and debris. 3. Trusses to be provided by on approved manufacturer. (Designed by o licensed engineer reyislercd in Washington Stole.) 4. See plan for appropriate ventilation requirements. I 1 C 6. Provide solid blocking over support beams d: partitions. (/..�L A LL V E G 3 :•. i ., DOUBLE HEADER TOP PLATE DOUBLE STUDS AT WALL ENDS CONTINUOUS FROM TOP PLATE TO BOTTOM PLATE X —3/8" MINIMUM PLYWOOD SHEATHING NAIL 8d COMMON OR GALVANIZED BOX NAILS @ 6" O.C. ALL EDGES, 12° O.C. FIELD STUDS, HORIZONTAL PER LAN BLOCKING REQUIRED AT SHEATHING HORIZONTAL EDGES 2'-8" ILAN EXTEND CONTINUOUS FROM TOP PLATE TO MUD SILL SIMPSON HPAHD22 AT WALL 1-1/2" 1-1/2° ENDS WITH (11) 16d NAILS MINIMUM MINIM UM OL STRh i� it iP a (2) 1/2" 0 x 10" ANCHOR BOLTS ITH A IM UM .PLATE WASHER BED WITH 2' x2"3/16 6' THICK FOUNDATION WALL WITH_14 BAR TOP—& BBOTTOM ALT. BRACED WALL PANEL ONE—STORY BUILDING ONLY �. ✓ __' 1 Combination Roof and Floor Beam[2003 International Building Code(01 NDS))Ver.6.00.63 Bv:Peter Chopelas PE,Chopelas and Associates, Inc on: 11-01-2005:3:34:28 PM Project:Hatfield-Location: New arch header Summary: 5.5 IN x 9.5 IN x 10.0 FT /Dense#1 -Douglas Fir-Larch-Dry Use Section Adequate By:0.8% Controlling Factor:Section Modulus/Depth Required 9.46 In Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.23 IN=U528 Total Load: TLD= 0.33 IN=U366 Reactions(Each End): Live Load: LL-Rxn= 3375 LB Dead Load: DL-Rxn= 1499 LB Total Load: TL-Rxn= 4874 LB Bearing Length Required(Beam only;support capacity not checked): BL= 1.21 IN Beam Data: Span: L= 10.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 240 Roof Loading: Roof Live Load-Side One: RLL1= 25.0 PSF Roof Dead Load-Side One: RDL1= 10.0 PSF Roof Tributary Width-Side One: RTW1= 15.0 FT Roof Live Load-Side Two: RLL2= 0.0 PSF Roof Dead Load-Side Two: RDL2= 0.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor. Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 40.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 7.5 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor- 1.00 Wall Load: WALL= 0 PLF Live Load Reduction: Average Uniform Live Load: LL_Ave= 40.0 PSF Floor Loaded Area: FLA= 75.0 SF Reduction Based On Total Area: R1= 0.00 Max. Red'n Based On DULL Ratio: R2= 0.00 Max. Red'n Based On Total Area: R3= 0,00 Controlling Reduction Factor: R= 0.00 Design Live Load With Reduction: LL= 40.0 PSF Beam Loads: Roof Uniform Live Load: wL-roof= 375 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 212 PLF Floor Uniform Live Load: wL-floor- 300 PLF Floor Uniform Dead Load: wD-floor- 75 PLF Beam Self Weight: BSW= 13 PLF Combined Uniform Live Load: wL= 675 PLF Combined Uniform Dead Load: wD= 300 PLF Combined Uniform Total Load: wT= 975 PLF Controlling Total Design Load: wT-cont= 975 PLF Properties For:Dense#1-Douglas Fir-Larch Bending Stress: Fb= 1550 PSI Shear Stress: Fv= 170 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc.-Perp= 730 PSI Adjusted Properties Fb'(Tension): Fb'= 1783 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Fv': Fv'= 196 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 12185 FT-L8 5.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 4192 LB At a distanced from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections.- Section Modulus(Moment): Sreq= 82.03 IN3 S= 82.73 IN3 Area(Shear): Area= 32.16 IN2 A= 52.25 IN2 Moment of Inertia(Deflection): Ireq= 267.97 IN4 NUMF `-AND TYPEQF DESCRIPTI01 BUILDING ELEMENTS F NER°a'.c�d SPACIRG OF FASTENERS Joist to sill or girder,toe nail 3-8d — Sole plate to joist or blocking,face trail 16d 16"o.c Top or sole plate to stud,end nail 2-16d — Stud to sole plate,toe nail 3-8d or 2-16d — Double studs,face nail 10d 24'o.c- Double top plates,face nail 10d 24"o.c_ Sole plate to joist or blocking at braced wall panels 3-16d 16"o-c_ Double top plates,minimum 24-inch offset of end joints,face nail in 8-16d — lappe�area BI ing between joists or rafters to top plate,toe nail 3-8d — Rim joist to top plate,toe nail 8d 6'o.c Top plates,laps at corners and intersections,face nail 2-10d — Built-up header,two pieces with 1/2'spacer 16d 16'o_c.along each edge Continued header.two pieces 16d 16'o.c.along each edge Ceiling joists to plate,toe nail 3-9d Continuous header to stud,.toe nail 4-8d Ceiling joist,laps over partitions,face nail 3-10d Ceiling joist to parallel rafters,face nail 3-10d — Rafter to plate,toe nail 2-16d Built-up comer studs -- 100 24"o c --- Built-up girders and beams,2-inch lumber layers — 10d Nail each layer as follows: 32'o-c-at top and bottom and staggered-Two nails at ends and at each splice. Roof rafters to ridge,valley or hip rafters: toe nail 4-16d face nail _ 3-16d Rafter ties to rafters,face 3-8d - SPACING OF FASTENERS DESCRIPTION OF BUILDING Edges(nches)1 Intermediate supportsc, MATERIALS DESCRIPTION OF FASTENERb e d e (inches) Wood structural pancts,subfloo,root and wall sheathing to framing,and particleboard wall sheathing to framing 6d common nail(subfloo,wall) 6 o c_ 129 8d common nail(roof)f I9/32" 8d common nail 6 06 179 1 /8"-11/4" 10d common nail or 8d deformed 6 DL 12 nail 1/2'gypsum sheathing 11/2'galvanized roofing nail; 4 S 6d common nail;staple galvanized, 11/2'long; 11/4"screws,Type W or S 5/8"gypsum sheathing 1-1/4"galvanized roofing nail; 4 �t S 8d common nail;staple galvanized, 15/8"long; t 5/g-screws,Typc W or S Wood structural panels,combination subfloor underlayment to framing 3/4'and less 6d deformed nail or 8d common nail 6 p_l 12 7/g"-1" 8d common nail or 8d deformed nail 6 0.L. 12 — 11/g"-11/4" )Oct common nail or Sd deformed nail 6 0-L 12 a.All nails are smooth-common.box or deformed shanks except where otherwise stated-Nails used for framing and sheathing connections shall have minimum average bending yield si rengths as shown:80 ksi(551 MPa)forshank diameterof0.192 inch(20d common nail),90 ksi(620 MPa)for shaukdiamerers larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi(689 MPa)for shank diameters of 0_142 inch or less. b.Staples are lG gage wire and have a minimum 7/i6-inch on diameter crown width. c.Nails shall be spaced at not more than 6 inches on center at all suppons where spans are 48 inches or greater- A-Four-foot-by-8-foot or 4-foot-by-9-foist panels shall be applied vcnically_ f. For regions having basic wind speed of 110 mph orgreatcr,8d deformed nails shall be used for attaching plywood and wood structural panel roof shcathing to - framing within minimum 48-inch distance from gable cod walls,if mean roof height is more than 25 feet,up to 35 feet maximum. g•Forregions having basic wind speed of 100 mph or less.nails forattaching wood structural panel roof si,cathing to gable end wall fralnint-:shall be spaced 6 inches on center.When basic wind speed ispicater than 100mph,nails for attaching panel roofsheathingto intermediate supporis shall bespaccd6inchcsoncenterfor minimum 48-inch distance from ridges•caves and gable cnd walls;and 4 inches on center to gable end wall framing- h.Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253_Fiberboard sheathing shall conform to either AHA 194.1 or ASTM C 208, i Spacing of fasteners on floor sheathing panel edges appl ics to panel cdgc-s supported by framing members and at a]I floor perimeters only.Spacing of fasteners on roof sbeathing panel edges applies to panel edges supported by framing members and at all roof plant perimeters.B lodciag of roof or floor sheathing panel edges 1 , � -.� I Prescriptive Wall Bracing Panel Schedule BWP-3/8"x 4'x 8'APA wood panel,applied vert;6d-common nails,6"oc edges, 12"field studs 8' GWB-1/2"Gypsum Wall Board(one side),6d nails or 1-1/4"screws,4"oc edges,8"field 4' GWB-1/2"GWB(both sides of framing),6d nails or 1-1/4"screws,4"oc edges, 8"field Notes: 1. Sole plates shall be nailed to joist or blocking with(3) 16d nails every 16"o.c. 2. Shear wall top plates shall be lapped spliced 16"long with min. (8) 16d nails 3.Interior shear wall top plates shall be attached to framing or blocking above with 8d nails,toe- nailed at 6"o.c.(or with special framing details as provided in these plans) 4.GWB braced wall panels may use 5/8"thick GWB with 8d nails or 1-5/8"screws i � • .. .� w �: 1 Prescriptive Approach—Simple Form For the Washington State Energy Code (2001 Edition) Climate Zone 1 Site Information Building Department Use Only Lot: > Permit#: J)654 a —7 3!2 Address: \'7CIO G ?� ' ZSC Notes: City: State: YV Zip: cl�6Z-Z _ Contact: cF_ r E Phone: Phone 2: A ion - 6<�- I.y71 Fax: Table 6-1 PRESCRIPTIVE REQUIREMENTS" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing Glazing_ U-Factor Doo Wall Wall Wall Slab Option Area10 U- Ceiline Vaulted Above Into Ede Flood ]R- Occupancy %of Floor Vertical Overhead" factor Ceiline Grade Below Below Grade Grade III Unlimited Group R-3 0.40 0.58 0.20 R 38 R-30 R-21 R-21 R 10 R-30 Only See the code text for footnote references This project complies with the following: The project is a single family residence or duplex. The project is wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed in Table 6-1, Option III. The project will meet all other provisions of the MEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. One door, that is 24 ft.2 or less, that does not meet the standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2. Doors with a U-factor of 0.40 allowed without calculations, Option III only. Location of the door(s)taking this exception Copyright 2002,WSUCEEP02-056 Copied by permission from the Washington State University Cooperative Extension Energy Program Prescriptive—Simple Form—Climate Zone 1 5/3112002 • • I� C: IL 7 Y UF= f:4 F?1 I 114C3 `1-UN C_:C7 N L3-T' FR CJ C:A' I Ll E:" F2 M 1T- Owner: HATFIELD, JON & I3E:V 1`1906 39TH DR HE ARLINGTON 98223 Value of Work: $13, 000. 00 Ta:x, !D: 001145-000--056-00 Phone: 360. 658. 6671 Describe Work: 160SF ADDITION Proposed Use: SF R Legal Description: TOTEM PARK D-T V 4 LOT 56 Job Address: 17906 33'T H Dh NE; Contractor's Name Type Address License# RENEWED CONSTRUCTION GEN 30310 66TH AVE NE; RENEW:N971L4 TOTALS Fee Perm t :Fee $2 82. ''5; PlanFee �'l$4. 0 tt State e fee4. 50 SIGHATUFtF..` TOTAL E'1s'E. . . . . . . . . . . . . . . . . 471. 04 1 HEREBY GEi�"T1HAVC 1:AC1 AND EXAMINED THISA`TION ND PAYKEN'i'5. . . . . . . . . . . . . . . $0. 00 KN HE SAME TO AND GOR-- REt; ALL P VISI� O!; LAWS AND TOTAL DUE. . . . . . . . . . . . . . $471. 04 Ll tl1 ANCES - VER NFL FI5 TYPE. OF f W Fi WILL F' .IED ITH WHETHER LIATE: 1 Io(�> F�ECEiE'`r # Iqc)lJ g 5 k: IHIU ! I 1q N' i- - I. C ii� �' i ,� i /� i i + i i :. � � � � ` i I T �. + �i � r�J � I