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HomeMy WebLinkAboutPermit 4401 - Swint Residence - Garage FoundationCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT Remodel - Repair garage foundation 14235 58th Ave. 5. Residence Charles Swint 14235 58th Ave. S. PERMIT # (1(10/ Control # 86 -246 Suite # Tenant Charles Swint Assessors Account # 336590 - 0740 -0 Phone # 246 -7780 Tukwila, WA Zip 98188 Phone f FOR BUILDING PERMIT ONLY aooroveIj for issuanrp Zip S Ft. Sq. Office Storage/ Warehouse Retail Other Occ. Load 1st F1. 2nd Fl. 3rd F1. Total Fire Protection: El Sprinklers [I Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. 2nd F1. other other Total Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #2281 Receipt # 2281 Receipt # Receipt # 2281 Receipt # Receipt # $ 500.00 15.00 10.00- FOR SIGN PERMIT ONLY Ei Permanent [] Temporary E] Single Face [I Double Face [] Wall Mounted [( Free Standing 1 Other Building face Setbacks: Front Side Side Square Footage of each sign face Special Conditions Rear Total square footage of sign 11115 PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THI TYPE OF WORK WILL COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE QR CANCEL THE PROVI ONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION 0 THE PERFORMANCE OF CONSTRUCTION. y f 7 Date____11/1},Y,�� -1 /A- (}d( C-" LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force igned Contractor (signature) ( ) 1, as owner of the property, offered for sale. 4..1, as owner of the ek Owner (signature) Date and effect. OWNER- BUILDER.DECLARATION or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or operty, am exclusiv y contracting with licensed contractor's to cunstr c the pr p ect. Date Cr? Qy CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done Remodel - Repair garage foundation Site Address 1423b 56th Ave. S. Building Use Residence Property Owner Charles Swint Address 14235 58th Ave. S. Contractor Address PERMIT # Control # 86 -246 Suite # Tenant Charles Swint Assessors Account # 336590- 0740 -0 Tukwila, WA Phone # 246 -7780 Zip 98188 Phone # FOR BUILDING PERMIT ONLY aooroved for i¢SUanre by )74' • Zip S q • Warehouse Retail Other Occ. Load 1st Fl. 2nd FT- 3rd F1. Total Fire Protection: [] Sprinklers [[ Detectors zoning Type of Construction Special Conditions Fees Total sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. 2nd F1. other other Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL $ $ $ $ 500.00 Receipt #2281 $ 15.00 Receipt #2281 $ -TO.ZiO- Receipt # $ Receipt #2281 $ 1.50 Receipt # $ Receipt # $ 26.50 FOR SIGN PERMIT ONLY El Permanent Q Temporary [[•Single Face [J Double Face [] Wall Mounted Q Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face 'Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN 100 DAYS, OR IF CONSTRUCTION OR WORK l5 SUSPENDED OR ABANDONED FUR A PERIOD OF 100 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTI Y THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THl TYPE OF WORK WILL E COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE QR CANCEL THE PROVI ON5 OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION 0 THE PERFORMANCE OF CONSTRUCTION. /"Signed / Date_.......21 LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER - BUILDER. DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale.; as owner of tthe operty, am exclusive y contracting with licensed contractor's to const/rurc/ the pr ect. Owner (signature) i�rY`�'�^ --� I --"- Date (nil YN �. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection INSPECTION RECORD t PERMIT # 4/0/ Date x7/6/0 Date Wanted �/,%0,7i a.m. p.m. Site Address / "a235 5g,c�, Ave• So. Project ..I4&fr45 Requestor Phone # Special Instructions t, a c�� c "..mum 024 9/2/2( Inspection Results /Comments: Inspector Date CITY OF TUKWILA Building Division 6200 Southcenter Boul ,Ard Tukwila, Washington 98188 (206) 433 -1845 /V 35 5e' 466,0 Address INSPECTION rCORD Permit # O/ Type of In ection iwl REQUESTED: 9J2 / . 2r/5A4 //' /� ' (O /e S4, -41/ t Time Requested Date ime of Request Requestor / 4 q 4 Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) f� 0446- ,' 1-" CITY OF TUKWILA - BUILDING DEPARTMENT Inspector f Date 0-/e4. TABLE 1— Plywood Fastener Schedule for AWWFLuse Stainless -Steel Fasteners Below Grade2 Fastener Equal Backfill (Max. 2 -ft. Differential) Unequal Backflll (Max. 4-ft. differential) Long Walls3 Short Walls Panel Edges Intermediate Panel Edges Intermediate Panel Edges Intermediate 16 ga, x 11/2" Staple 4" 8" 4" 8" 4" Blocking4 required 8" 8d Common Nail 6" 12" 6" 12" 6" Blocking4 required 12" 6" 6" 1In crawl space construction, provide a fastener within 11/2" of the bottom of each stud. 2In above•grade areas, hot•dlpped or hot.tumbled galvanized steel, silicon bronze or copper nails may also be used. 3Schedule applies when backflll on one long wall is higher than on the opposite one. When backlit! is higher on one short wall than on the opposite one, use the schedule from the "Short wall" columns for the long walls, but for a length at least equal to one•half the length of the short wall. Then the "Long wall" schedule applies to the rest of the long walls, and all of the short walls. 4AII plywood panel edges shall be fastened to blocking or framing of 2-inch nominal lumber. TABLE 2— General Nailing Schedule Joint description Minimum' nail size Number or spacing Bottom plate to footing plate —Face nail Bottom plate to stud —End nail -2" plate —1" plate Top plate to stud —End nail minimum (See Table 3) Upper top plate to top plate —Face nail minimum (See Table 3) (No overlap of plywood) 10d 10d 8d I 6d 10d 12" o.c, 2 2 2 8" o.c. Header Joist to upper top plate —Toe nail minimum (See Table 4) Joist to upper top plate —Toe nail minimum (See Table 4) End Joist to plate (joists parallel tc wall) —Toe nail minimum (See Table 4) 8d Bd 10d 8d 16" o.c. 3 2 4" o.c. Plywood flooring to blocking at end walls (See Table 5) — — Window header support studs to window sill —End nail minimum Window sill to studs under —End nail minimum (See Table 3) Window header to stud —End nail 16d 16d 16d 2 2 4 Knee wall top plate to studs —End nail Knee wall bottom plate to studs —End nail 16d2 8d2 2 2 Knee wall top plate to foundation wall —Toe nail Knee wall stud over 5' Tong to foundation wall stud —Toe nail at mid•height of stud Knee wall bottom plate to footing plate —Face nail 16d2 16d2 8d? 1 per stud 2 per stud 2 per stud space Window, door or beam pocket header support stud to stud —Face nail Corner posts —stud to stud —Face nail 10d 16d 24" o.c. 16" o.c. ,Heavy loads may require more or larger fasteners or framing anchors. All lumber•to•lumber fasteners below grade may be hot•dipped or hot•tumbled galvanized, except as noted. 2Stalnless•steel nails reauired. TABLE 3— Minimum Nailing Schedules: Top Plate to Stud and Plate to Plate Connections' Height of fill (inch) Treated lumber species End -nail treated top plate to treated studs Face -nall untreated to , late to treated to , . late No overlap Nall slze2 of plywood Spacing (Inch) 3/4" plywood Nall slze2 overlap Spacing (inch) Nail slze2 Number per Joint 24 All 16d 2 - 10d 8 10d 16 48 All 16d •"1 2 10d 8 10d 16 72 A,B 16d3 3 10d 6 10d 8 C,D 16d3 4 10d 44 10d 44 86 A,B 20d3 3 10d 34 10d 44 C,D 20d3 4 10d 24 10d 34 'Based on 30 pcf equivalent•fluld density soil pressure and dry lumber. 2Hot•dlpped, hot•tumbled or stelnless•steel common wire nails, 3Alternatively, may use "U" type framing anchor or hanger with nails and steel plate meeting requirements of DFI 2.4 and having a minimum load capacity (live plus dead load, normal duration) of 340 pounds In species combination "B" (see Table 10). 4Altei natively, two nails 2'/s inches apart across the grain at twice the spacing Indicated may be used, SSee Table 10, page 19, for required properties of lumber species. 8 TABLE 4— Minimum Nailin 9 chedules: Floor Joists to Wall connections' 01. Height of fill (inch) 48 or less Joist spacing (inch) 16 Joists perpendicular to wall Toe -naIl2 header Joist to plate Toe -nail2 each joist to plate Nall Spacing Nail No. per sizes (inch) sizes joist Framing anchor! each joist to plate Bd 16 8d 3 none l0d 16 10d 2 24 8d 8 8d 3 none none 10d 8 - 10d 2 none 72 16 8d 8 8d 3 null(` 10d 8 IOd 2 8d 16 none none 1Ud 3 24 10d li none 1 none 8d 16 none none 86 16 8d 8 none none 24 Bd 4 none none 1 Blocking3 Height between of fill joists, (inch) spacing(inch) 48 or Tess No blocking Joists parallel to wall Toe -naII2 end joist to plate Toe -nai12 blocking to plate Nall sizes 8d Spacing (inch) 4 Nail sizes none No. per block Framing anchors each block to plate 72 48 86 24 8d 4 10d 4 10d 6 8d 6 8d 4 8d 10d 10d none none none none 3 none 2 none 4 none none 1 none 1 'Based on 30 pct equivalent•fluld density soil pressure and dry lumber. Untreated top plate not less than species combination "D" from Table 10, or species Group III from National Design Specification, Table 8.1 A. 2Toe•nails driven at angle of approximately 30° with the piece and started approximately one•third the length of the nall from the end or edge of the piece, 3See Table 5 for additional spacing requirements for blocking. and for subfloor to blocking nailing schedule. 4Framing anchors shall have a minimum load capacity (live load plus dead load, normal duration) of 320 pounds per Joist. If plate or joist is species combination ••C•• or "D ", then rated load capacity of anchors when Installed in species combination "B° shall be not less than 395 pounds per joist. 5Common wire steel nails. TABLE 5— Minimum Nailing Schedules: Subfloor to End Wall Blocking2.3 Height of fill (inch) 60 Species of joist and blocking lumber4 "A" or "0" "C" or "D" Block spacing (inch) d8 Nails per blocks 6d 4 8d 3 Block spacing (inch) d8 Nails per block! 6d b 8d 4 72 48 48 11 86 24 5 24 9 'Common wire nails. Nails shall be spaced 2 inches on centers or more; where block length requires, nails may be in two lows. 2See Table 4 for additional requirements for block spacing and nailing. 38ased on 30 pcf equivalent•fluld density soil pressure and dry lumber. 4See Table 10 for minimum properties of lumber species combinations. Other species In Group III, National Design Specification, Table 8• IA, require the same nailing as species grade combination "D ". 9 0 TABLE 7— Minimum Footing Plate Size''2 For house constructions and sizes in Table 8 and Table 10 House width (feet) Roof -40 psf live; 10 psf dead Ceiling -10 psf 1st floor -50 psf live and dead 2nd floor -50 psf live and dead Roof -30 psf live; 10 psf dead Ceiling -10 paf 1st floor -50 psf live and dead 2nd floor -50 paf live and dead 2 stories 1 story 2 stories 1 story 32 28 24 2x 10 2x10 2x8 2x8 2x8 2x6 2 x 103 2x8 2x8 2x8 2x6 2x6 'Fooling plate shall be not less than species and grade combination "D" from Table 8. 2Where width of footing plate Is 4 Inches (nominal) or more wider than that of stud and bottom plate, use 3/4 inch thick continuous treated plywood strips with face grain perpendicular to fooling; minimum grade APA Rated Sheathing 48/24 EXP 1 marked PS 1. Use plywood of same width as footing and fasten to footing rail two 6d galvanised netts spaced 16 inches. 3This combination of house width and height rnay have 2 x 8 footing plate when second floor design load Is 40 psf live and dead load. FIGURE 3 —Panel Construction 2 x — top plate end•nailed 2 x _ studs / to studs See Table 1 For plywood fastener schedule 11/2" plywood lap to cover field applied top plate (stagger joints in top plate) Treated plywood applied with face grain parallel or perpendicular to studs Treated 2 x ` bottom plate end.nalled to studs Footing plate Typical Panel Treated studs 12" or 16" o.c. Footing plate (stagger Joints In bottom plate and footing plate) End of wall section Optional stud . PRESSURE TREATED WOOD Field applied top plate (Detail Is rotated 180 °) Standard panel Footing plate Typical Corner Detail Corner panel NOTES: 1. Plywood lap on corner panel is equal to stud depth plus plywood thickness on standard panel. 2. When two walls of unequal length meet at a corner, plywood laps over end of longer wall. Treated APA plywood sheathing Shop nail Space panels and caulk' Adjacent Wall Panels, Vertical Joint Field nail Shop nail 13 C FIGURE 32—Garage AWWF Details Plywood siding on exterior walls Treated plywood 16d nail in face of each stud Garage Floor Slab (keyed between studs) 8" min. 9" min. . PRESSURE TREATED WOOD Screed Garage floor Reinforcing as required Provide path of drainage to sump Asphalt or polyethylene strips EXTERIOR WALLS Driveway Below frost line Thicken slab at door Plywood Floor joist Basement wall Key between studs Polyethylene Provide path of drainage to sump GARAGE DOOR Below frost line 171; ape II.._s •A �•aP • 67404i, F1= I111 '1111 —h� - n� .11! 1'R .•1 �= +HIY 1dln�l�lfl� ill '111:;1lI _.!i! Basement floor slab INTERIOR WALLS (Between House and Garage) 31 The AWWF for Crawl Space Footing plate size is determined by the size of the building. Gravel footings are twice the width of the plate and the depth should be at least three - quarters of the width of the footer plate. Footings for residential construction are about four to seven inches deep and 11 to 19 inches wide. Structural Requirements The size of the framing members and footing plate for one and two story homes can be selected from Tables 7 and 8. Sizes listed in Table 8 assume that the fill against the crawl space foundation will not exceed four feet and that the wall itself will be no higher than six feet. Table 8 also lists the required stresses for the framing species. Many combinations of lumber species and grades meeting these requirements can be selected from the "National Design Specification for Wood Construction." However, as noted earlier, not all of the species can be treated for use in the AWWF. The following grades are some of the more common in each group. • TABLE 8— Minimum Structural Requirements for Crawl -Space Wall Framing Apply to installations with outside fill height not exceeding 4 feet and wall height not exceeding 6 feet. Roof supported on exterior walls. Floors supported on Interior and exterior bearing walls.'' 2 30 lbs. per cu. ft. equivalent fluid density soil pressure -2000 Ibs, per sq. ft. allowable soli bearing pressure. Uniform Toad conditions Roof -40 psf live; 10 psf dead Ceiling -10 psf 1st floor -50 psf live and dead 2nd floor -50 psf live and dead Roof -30 psf live; 10 psf dead Ceiling -10 psf 1st floor -50 psf live and dead 2nd floor -50 psf live and dead Construction House width (feet) Lumber species and grade3 Stud and plate size (nominal) Stud spacing (Inches) Lumber species and grade3 Stud and plate size (nominal) Stud spacing (Inches) 2 Stories 32 or less B 2 x 6 16 B 2x6 16 D 2 x 6 12 28 or less D 2x6 12 D 2x6 12 24 or less D 2x6 12 C 2x6 16 1 Story 32 or less B 2x4 12 A 2x4 16 B 2x6 16 B 2x4 12 D 2x6 12 D 2x6 16 28 or less A 2x4 16 B 2x4 12 D 2x6 16 D 2x6 16 24 or less D 2x6 16 C 2x4 12 'Studs and plates In Interior bearing walls supporting floor loads only must be of on center where supporting one floor and 2 inches by 6 Inches at 16 inches on center 2lf brick veneer Is used, see page 23 for knee wall requirements. 3Specles, species groups and grades having the following minimum (surfaced dry Fb (repetitive member) psi: 2 x 6 2 x 4 Fc psi 2 x 6 2 x 4 Fc, psi Fv psi E psi Typical lumber grades Southern Where indicated (• ), length of end spills or checks at lower end of studs not to exceed lumber species and grade "D" or higher. Studs•hall be 2 Inches by 4 Inches at 16 inches where supporting 2 floors. Footing plate shall be 2 Inches wider than studs, or surfaced green) properties as provided in the National Design Specification: A 13 C D 1,750 1,450 1,150 975 2,050 1,650 1,350 1,150 1,250 1,050 875 700 1,250 1,000 • 825 675 385 385 245 235 95 95 75 70 1,800,000 1,600,000 1,400,000 1,100,000 Douglas Fir No. 1 Douglas fir No, 2 Hem fir No. 2 Lodgepole Pine No. 2 Pine No. 1 KD Southern Pine No. 2 KD Northern Pine No. 2 width of piece. Ponderosa Pine No. 2 14 CITY,OFITUKVVILA .AP:PROVED' AUG,. . 1986 `ks NOriD UI71NG-DIVISIC iECENEb cI Y OF :rUKWILA 1 JG2j1986 6S'ec71cSy t • Permanent Wood Foundation Plans for 32' Wide, iffaStory SplitiEntry House (40" Backfill) . .• " - Plan C' ©1980 American Plywood Association • CLEAR SPAN TRUSS FLOOR JOIST MAX. SEE DETAIL G SEE DETAIL H RMANENT 000 FOUNDATION BEARING WALL OR COLUMN 6- BEAM 32' (MAXIMUM) SECTION THROUGH HOUSE BEARING COLUMN 6- WALL (ALT.) PIER (ALT.) ../ I 0 I ■ - -, 16' ►-SUMP -SEE DETAIL J MAX. 1� Ir -DDRRA TO SEWER U DALIG 11 I FOUNDATION PLAN 104@8" APA RATED 5TURD-I -FLOOR FLOOR JOIST \ JOIST (I TOE A. SIDE)) 2 -16d PER STUD 303 -16 O.C. SHEHING OR SHEATHING 2x6 ®16" POLYETHYLENE VAFt7R BARRIER (STAPLE TO STUDS) -- WALLBOARD INSULATION (R-II MIN) i< CAULK OR 'Z' FLASHING 2x4 BLOCKING IS/32 "x 12" PLYWOOD GRADE STRIP 19/32 "APA RATED SHEATHING 40/20 PLYWOOD (FACE GRAIN HORIZONTAL) 6 MIL FOLYETHYLENE SEAL JOINTS AND 51,VT BON DTO PLYWOIOD) 6 MIL POLYETHYLENE OR 30 LB. ASPHALT STRIPS 2 -164 PER SND IOd OI Z" I x SCREED 3' /x "CONCRETE SLAB (SEE NOTE 16) 1. "-WOOD OR STEEL GIRDER. 1 SIZE DEPENDS ON Ft75T SPACING WOOD OR STEEL MST. SIZE DEPENDS ON POST SPACING STEEL FIN MOISTURE WITH W WOOD COLUMN (C' PEDESTAL 104012' FOLYETNYLENE—ti' • ;4-4 o • °.° a.. r 2x8 GRANULAR-- ko0000 No o FILL u OQ00o. 0 000 �0 000000.000 O� 0 0a 0000oe . }--- 15 " --} SIDE WALL O OPTIONAL BLOCKIN6@48" (OUTER JOIST SPACE ONLY) APA RATED STURD -I -FLOOR / 46- 6d PER CK IOd @I6" 2 -16d 2x4 @16" 1 108 @ 16" 2- r6d PERSrUD VAAPOR BARRIER' E (STAPLE W STUDS) WALL COVERING ON AT LEAS(' ONE SIDE WALLBOARD 2x6(3,16" INSULATION (R -II MIN.) 2x4 BLOCKING 2 -8d TOE NAILS PER BLOCK 8d @4" 303 - 160.0. PLYWOOD SHEATGHING CAULK OR 'Z' FLASHING IS /32 "GR DDEE51RI1' 19/32 "APA RATED 5HE.AT14 ING 40/20 PLYWOOD ( FACE GRAIN HORIZONTAL ) 6 MIL POLYETHYLENE `SEABOND TO PLYWOOD NAILS END PER STUD MOISTURE BARRIER 2 -I6d PER STUD IOd G12" r ' 4.4'. -3Y2 CONCRETE SLAB 0000 00 (SEE NOTE 16) 00. .'. • i, 'v, 0 Oo r 0:0 •• r . • v, 00 /race O O o °e'— GRANULARFILL FOLYETHYLENE FILM CONCRETE PIERSIZE DEPENDS ON FAT 5P &ING COLUMN £s• PIER 0 LOAD BEARING WALL O • o 0000. 0 0000"°0 BELOW 0 °0. °000°0000000 FROST UNE �• 00000°0000 oc__i___ POLYETHYLENE APHALT 5TRIP5 FOLYETHYLENE FILM END WALL O Preservative Treated 1 (C OPTIONAL BLOCKIN6@48" (OUTER JOIST SPACE ONLY) APA RATED 5TURD -I -F \ R/ 6 d PER 6 T IOOD OR TEEL GIRDER. ,IZE DEPENDS N Ft75T ■PACING VOOD OR TEEL I05T. IIZE DEPENDS )N POST ;PACING STEEL FIN MOISTURE BARRIER WITH WOOD COLUMN PEDESTAL 104 (312" 1 • r, � r..no -3 '/2 CONCRETE �B—»- 9,poQ0000poo (SEE NOTE 16 fO°O°°a°0 0. POLYETHYLENE FILM OO.O°p0o00 -4 FROST pOLYETHYLENE FILM °000°000"o° 00__1___ 10d @l6" 2.16d 2x4@16" 1 ( 1 10d (3116" 2 -I6d PER STUD VAAF R BARRIER (STAPLE 10 STUDS) —4-16d END NAILS EACH END OF HEADER WALL COVERING ON AT LEAST ONE SIDE WALLBOARD 2x6916" INSULATION (R -1I MIN.) 2x4 BLLCICING 15/32 x 12''PLYWOOD GRADE 51KIp 19/32 "APA RATED SHEATHING 40/20 PLYWOOD (FACE GRAIN HORIZONTAL) 6 MIL POLYETHYLENE (SEAL PLYWOOD) spoT 2 -8d TOE NAILS PER BLOCK 84194" 303 - 160.0. PLYWOOD SIDING OR SHEATHING CAULK OR 'Z' FLASHING 2- NAILS END PER STUD MOISTURE BARRIER 2 -I6d PER STUD 10d G)12" • '332 °APA RACED SNEATU I N9 32/x0 FLYWCCP SPACERS 3 -2x8s 16408" HEADER E1 ---- IOd ©24" FACE NAIL STUD -TO -STUD OR ASPHALT 5TRIP5 SIZE ST SPACING LOAD BEARING WALL END WALL O IIIIPreservative Treated 4-10d PLATE BEAM FoCKET Cr) 8' O "MAXIMUM OPENING DOUBLE- FLOORJOI5T5 AT EA. SIDE OF OPENING r- 2•IOdTOE NAILS BETWEEN &' HJ015T'AND PATE 2 -I6d ENP NAILS EACH STUD 2 2x6 PLYWOOD I 1 EACH SIDE OF OPEDOUBLE FLOOR JOISTS NING i11 ism. 2 -I641 END NAILS PER STUD 2x6 4.10d PLATE TO PATE DOUBLE TOP PLATE OPTIONAL ( lOd ®8" PLATE -TO- PLATE NAILING) 3-16d ?'_._�.x..as,_- ..,e,.. . . .__., c aJ.._ ............. 3-16d FACE NAIL 5TUD -TO -STUD WITH I04@24" 2x8 FC0TIN6 PLATE SPUT -ENTRY FRAMING 0 • • Notes & S rcifications: 1) Design Toads and pressures Roof: 40 psf snow load Floor: 40 psf live load Soil: 30 pcf equivalent fluid density 2000 psf allowable bearing pressure (Soil Group I, It and 111) Granular Footings: 300 psf allowable bearing pressure 2) All material sizes, grades and construction details should be verified by the user and adapted to meet his job conditions. 3) All plywood APA trademarked. Plywood to be treated shall be Exposure 1, marked PS 1. 4) All lumber and plywood within 8" of soil to be preservative treated per AWPB -FDN Standard. 5) Lumber to be Douglas fir No. 2, Southern pine No. 2 Dry, Hem -fir No. 2, Northern pine No. 2, Ponderosa pine No. 2, or equal. 6) All plywood -to- lumber fasteners below grade shall be 8d common Type 304 or 316 stainless steel nails © 6" and 12 ", or 16 gauge x 1 -1/2" stainless steel staples a 4" and 8 ". 7) Use hot - tumbled or hot - dipped galvanized common wire nails for above -grade plywood connections and all lumber -to- lumber connections. 8) Footings and granular fill under slab to be crushed stone (1/2" maximum), gravel (3/4" maximum), or sand (1/16" minimum). Granular fill under slab to be 4" for Group I and II soils, and 6" for , Group.111. Sd COMMON NAILS (@Y6 "OR 16 GAUGE x I Yz STAPLES ®4 PLYWOOD PLYWOOD 2 x6 51DEWALL 16d ®16" 2x6 END WALL EXTERIOR CORNER 8d COMMON NAIL5 06 "OR 16 GAUGE x Ii "5TAPLE5 (34" 164016" PLYWOOD w�v OPTIONAL EXTERIOR CORNER MAY 5E USED FOR UP TO 24" FILL HEIGHT ON DIFFERENCE IN OPFt251TE SIDES OF HOUSE. PLYWOOD 2x6 5IDEWALL 9) The edges of lumber cut after treatment must be field - treated by repeated brushing, dipping or soaking until the wood absorbs no more preservative. Use one of the following preservatives for field treatment of cut surfaces: 1) ACA, or CCA Types A, B or C (as used in the original treatment) with a minimum concentration of 3% in solution; 2) copper naphthenate containing a minimum of 2% metallic copper in solution. 10) Caulk all plywood joints in basement. 11) Stagger joints in lower plate and footing plate. Stagger joints In upper plates. 12) Provide gutters, downspouts, and splash blocks or laterals to carry water away from building. 13) Do not backfill until basement floor slab has cured (or bottom of wail is adequately braced) and APA RATED STURD -I -FLOOR is installed. 14) Sump pump required when sewer inlet above bottom of sump. 15) For complete design and construction information, write for APAs Permanent Wood Foundation, Form A400. 16) For alternate construction with treated wood basement floor, write for APAs PWF Plan E, Form E430. Preservative Treated 2-23/32" 5HEET5 OF APA RATED 5HEATHING PLYWOOD GRADE TO SUMP 4 "DIA. PIPE TO 5EWER OR DAYLIGHT PLYWOOD 2x6 ENDWALL 16d(4)16" 2x4 CENTER WALL END WALL TO CENTER WALL CONNECTION 2" GRANULAR FILL ALL SIDE-5 P -TRAP OPTIONAL • We have field representatives in most major U.S. cities who can help. For additional assistance in specifying APA panel products, get in touch with your nearest American Plywood Association regional office. Call or write: ATLANTA Foarn LaBan 1581 Phoenix Blvd. Suite 8 Atlanta, Georgia 30349 (404) 997.7182 CHICAGO Wendell Moore 120 East Ogden Avenue Room 204 Hinsdale, Illinois 60521 (312) 323.5787 DALLAS A. M. Leggett 440 Northlake Center Suite 211 Dallas, Texas 75238, (214) 348.0643 SAN FRANCISCO Byron Oberg P.O. Box 3536 Fremont, California 94539 (415) 657.5959 LOS ANGELES (415) 657.5959 WASHINGTON, D.C. Joe Owens 4121 Chatelaln Road Room 203 Annandale, Virginia 22003 (703) 750.3993 Form No, E420D /Ravisad August 1985/2000 • The panel use recommendations contained in this publication are based on the American Plywood Association's continuing program of laboratory testing, product research and comprehensive field experience. However, quality of workmanship and the conditions under which panel products are used vary widely. Because the Association has no control over these elements, it cannot accept responsibility for panel performance or designs as actually constructed. AMERICAN PLYWOOD ASSOCIATION P,O, Box 11700 /Tacoma, Washington 98411 (206) 865.8600 MWx4.v■■..w••wm ..*10.0.1 OFFICE MEMO CITY of TUKWILA Von uNammelM+ fatYVw�w) �M�h' VSVMNN�: H//. f4✓ fl �f3Y. �RRYF1d' q. N' 3kM4 'Aln.:'ITi7�XV�YL:fxI3NY.�..; TO: File: CN -86 -246, Incentive Leasing FROM: Moira Carr Bradshaw, Assistant Planner DATE: July 28, 1986 suBJECT: Building Permit Application - 14235 58th Ave. S. Applicant has shown on site plan an existing garage with a nonconforming side yard setback - 6.3' required, 0' existing. Applicant will not be increasing degree of nonconformity and his work is being approved for repair only. • i VJ�cjT” Cijoi .t I linterstand that the Plan Check approvals are suJje t to"e"rrars and omissions anl approval of pi,ns..d_ctefa. Poi._authorile -tlwi- viol alit- .:...,:f:.any_..- ..- _.___. adopted code or ordinance. Receipt of contractor's copy-of approhd'plaiis acknowie gad. ,a. ;Y- ..OFF.- UKWILA- _.- ..._.__ _ Date. .((.....r .... ° tl�.I.l,..3, x,`19$6 . .... ........�a .�. "tt a c............ - ..•Permiti_No. „..•..,4, rl U/ _ _ .w....M.,�,��(..AS -I' MED- c,, 4t ti tll•p;i�l - DIVISI(Mt. CITY OF TUKWILA eu�LbINC3 PPM • �szti; �1 —.-- ------- .._......_._.... r i..,. Sj,,,,...',,...'.,w .:iT.^n'S.•YM ...., ,.w "a,, _. '4,4, 4 L Mi./.4§.T:34,'l:M[ir+h - ...wA1+l..d an... • A • .... .R • . r 1 4. CI _._...... T>'•, ;«ie"r•...•�..... ,,,,,,.x- e.•r.avw.:.A:+.r.!�^. .:......�v.u,As4y`^M ••/ •-. R\ �N�A�M 4] .. .,�.��..,.�. ^. "..Yr. yr SiR n ..v.✓+. u..wn .... u. wr,., .fvwt�wtYt'•Ytl•iD'MMPMw.w+ (tr CONIC) d ...".CITY -O TUKWILA JUL- -3 1 1986 - AS -NOTED �--- tl:atN -i Q VISION . 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Assessors Account# ?,5(05C/61-- 6)7t/ -0 Property Owner 5>4 Phone -18 Address Zip Applicant j r1jvi E Phone Address Zip Architect /Engineer Address Zip Contractor O( iicense# Phone Address ©tvl vw-k, Zip Class of Work: ❑ New ❑ Addition �. Tenant Improvement 0 Remodel (residential) 0 Reroof ❑ Demolition 0 Interior Demolition Other ,L4A'{ ( //j( (3-( Describe work to be done Cf C(t ice- FbUrJI)r'PA) (A�t%i�4�"l._ % : 4-1 iL b (f It o i tO oe9 D Phone Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building ,Q) cC, Square footage of tenant space Building Use Will there be a change of use? [] Yes No If yes, describe change of use, including square footages of changed areas Will there be storage or use of f amenable, combustible or hazardous materials on the premise or area of construction? (J Yes No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. /� nn Applicant /Authorized Agent (signature) e., 0 ,.. LJ . L (print name) C(- }yqaL i) )& /#171 Contact Person (please print) Date / b 7 ? / / Phone OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ /. U0 Receipt# ,;2,2. I Date Paid (7- 10"0 Plan Check Fee (000/345.830) /0,06) Receipt# Date Paid Bldg Code Sur Charge (000/386.904) 1.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid e *New construction only TOTAL / ,J) (OWES: $ ` ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir Building: FLOOR USE /Occ Type SQ.FT. Ucc ,j,QAD USE /Occ Tepee SQ.FT. OCC LOAD USE /Occ TVD SO.FT. OCC Inn TOTAL SOFT. TOTAL OCC. TOTAL RACKING DEPT. " DATE IN1 DATE OUT COMMENTS BLDG (''C,( n 'b'� 941 c/ /vV' Approved for Issuance , Type of Const. To Mahan: Date A roved: % 3 � FIRE,2 Approved (Initials) Per letter d to Fire Protection: ❑ Sprinklers Q❑ Detectors PLNG '�� �'Z� n I� Approved ( I i ti ) s) �, �. �o r BAR ❑LAND USE/SEPA CONDITIONS Zoning 1° 1- 7.,, S 'sac s:' S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated