Loading...
2005, 04-27 Permit App: 05001351 Garage Addition Project Number: 05001351 Inv: 1 Application Date: 04/27/2005 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 20 X 24 GARAGE ADDN FOOTINGS EXIST(SEE Contact: CAMPBELL,LINDA PERMIT#99-2610) Address: 1622 N WILBUR RD C-S-Z: SPOKANE VALLEY,WA 99206 Setbacks:Front 60 Left: 11 Right: 50+ Rear: 50+ Phone: (509)927-0769 Group Name: Site Information Project Name: Plat Key: 002019 Name: PINECROFT 01ST ADD District: Nort Parcel Number: 45094.0578 Block: Lot: SiteAddress: 1622 N WILBUR RD Owner:Name: CAMPBELL,LINDA Address: 1622 N WILBUR RD Location::CSV SPOKANE VALLEY,WA 99206 Zoning: UR 3.5 Water District: 011 MODERN Hold: ❑ Area: .00 Acres Width: 330 Depth: 110 Right Of Way(ft): 30 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Site Plan Review )Released By: ( QAti'L �l r,044 fjc_Lit,J- ( Plan Review Released By: ;AAPIP04 Operator: K_C Printed By: K_C Print Date: 04/27/2005 Project Number: 05001351 Inv: 1 Application Date: 04/27/2005 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Finn: OWNER Phone: (000)000-0000 Building Characteristics Group: U-1 Type: VB Total Area 480 Building Height 13 Stories 1 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB REDUCE 0 $8,025.60 0 $8,025.60 BY 12% FOR EXISTING FOOTINGS Totals: 0 $8,025.60 0 $8,025.60 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $167.25 ACCESSORY PLAN REVIEW 1 SELECT $41.81 STATE SURCHARGE 1 SELECT $4.50 Permit Total Fees: $213.56 Notes Payment Summary: �.� ,. .. Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $213.56 $213.56 $0.00 $213.56 $213.56 $213.56 $0.00 $213.56 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: K_C Printed By: K_C Print Date: 04/27/2005 I : 93/ ,'•,...:, ..: - _ ....,,,AArr-R,A--.44----4)11+6 gil" E.) V;ft) C 0 M ,!':ENTS:_ -,....,...--.: C) ____ 1 ._ 1,/t/A../itt_,,-- 13ARA/: qtorAW V s 1 er / ; 530 --- - /14 tut Pe. Fc...vd...e_ 1........., . .t° iti'-c6t rc PX. / sty.eyAgic i Ak __ vi/4/ % ll5kii, a, . t 0) - —s- altiftiKE -1a4-qcif(7` A : 0..0•4 ar 1 COA%-' At 1 _ 1 4M.' 14- rf. 1 . . ............ .... ,_,.. Ho.5 e i 7? 1 4 1 A S' C IAA Q 1 i n r .v'-: i. - s ,s c :- ' f i4 -1.ANS MPLIAN 4 4 p TI-1THES' E r DMSION El r 4 I ii 1, ui III .;- �, s, [ x .,-N._ •� .. ..- . :.rte: Division of Building and Planning ..............._-...,..... .....- - .,... > z��.!" i, i.1..@.fi,(.. 1 Y -[ ; .4 TY1" .4 :.,. 7Y^. ...... The following are typical derails for a residential garage. They may or may not represent the proposed project. If you are using this detail as a portion of your plan submittal,please complete die requested information where indicated. This completed detail,along with any additional information,needs bo be submitted with your application and be on site at the time of inspection. MS AND A PUDE—IA, LAYpUTS OR (SPECS TO BE ON SITE 1. Diagonal wall bracing required on each Egli*, M5 ANO C31N gEA ANG FRAMING INSPECTION) corner and every 25 feet of wall. : HOOF T SYSSEMS?ilk? TO F 2. Walls within 3 feet of a property line or 1 FLOOR ENGIN ERE TRUSS:OR within 6 feet of a dwelling must be 1 1 IN - F � INC hour rated. 5/8"type"X"drywall or 1/ j &9-/ e- 2"gypsum sheathing on interior and _- exterior of wall. If less than 1000 sq.ft., ROOFING MATERIAL ter�' may be on exterior side only. Openings A ROOFING PAPER ,,''tel are not permitted in these walls. Garages I r"' ,I over 3,000 sq.ft.require protection ,' .r ._ when closer than 20 feet to the property ROOF SHEATHING line. Parapets may be required. 1 4��a s DOUBLE TOP PLATE 3. Doors entering a garage from the house SOLID BLOCKING WALL HEIGHT S` must be 1 3/8"solid core with a 20 1 BETWEEN TRUSSES minute fire rating(self-closing hinges required). WALL SHEATHING 4. Garages over 1,000 sq.ft.within 5 feet j 513 4\ \--27t y 0141 O.C. 14 to property line require a parapet. SI DING 5. Details are for single story structures only. 9P PRESSURE TREATED I SOLE PLATE , I , 3-1/2"CONCRETE SLAB ', 1 6"MIN. • ,Vo ) t; c 1 LA-7 % �, , FOUNDATION I I ._I�IIE� j j ==-:' - ' ''\ 1 ' r) I DEPTH . (11111= ANCHOR BOLTS -�. ' ` 944,‘ `-•' 12"(DETACHED 6"MIN. �N ' 1/2"x9"MIN. G A' +1/ CO0,,e, jjk 1000 sq.ft.max.) 17. ' : . (7"INTO CONCRETE) 4 2d"(ATTACHED) ( O.C.OR APPROVED ytiti; t i 6"x12" ANCHOR INSTALLED It iP < jctP1 - This �' FOOTING PER MANUFACTURER. brochure is accepted for use in Spokane County and the City of Spokane ei I �� �'I FOUNDATION PLAN RIDGE LINE r --i I I � ! � I BUILDING DIMENSIONS: 0 X 2 i . l A A GARAGE DOOR HEADER SIZE: 7 '/ X 0 )A h INDICATE THE LOCATION AND THE SIZE OF ALL I WINDOWS AND DOORS: 1 I i � ;' 4 1 SECTION A-A I ../ . 2x.__•-a •O.C. I L J TREATED SILL "- ••...•.1-s 1 — 1I 1/2"x9"ANCHOR BOLTS Cid 6'O.C. 0 3-1/2" Jurisdiction Contact List: CONCRETE SLAB -- • - III - Spokane County • I(I . IIS ;hili!._' * uimii • Building and Code Enforcement 477-3675 I Iili `• '' sil-En I 11 Planning 477-7200 (2)#4 REBAR ■ Engineering and Roads 477-3600 2"--1 ■ Utilities 477-3604 ALTERNATE FOUNDATION FOR ;. , • Z ;, �; ACCESSORY BUILDINGS FROM �`�'t�'Itf- r.,._ 1000 SO. F .TO 3000 SO.FT. . City of Spokane ■ Building Division 625-6300 ALTERNATE FOUNDATION a EngineeringServices...., ... 625-6300 (DETACHED UNDER 1000 SO.'FT.) It PlanningServices 625-6060 .4 • ■ Public Works and Utilities 625-6271 !....:-.:'1iIlii ' • 't•, 6"MINIMUM RR, .1' •: , IIIIII IIIIII Forects in the unincorporated areas of Spokane (lull=`llA ' 4. 11--!ilii Pxo) rP P '4 l=IIL ,'. lll=� j2"MINIMUM County contact: Spokane County Division of Building&Code Enforcement 1...-12.... (2)#4 REBAR , 1026West BroadwayAvenue- - _. . Spokane,WA99260-0050 (509)477-3675 @spokanecounty.org • . k, r, j. . BACE@114 spokanecounty.org note that while every effort Is made to assure the accuracy of the information contained In this brochure it is not Warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. For detailed information on a particular propct,permit.or code requirement refer directly to applicable foe and/or regulatory documents or contact the appropriate division or staff. 03 43) 11/02 P, S ray MOMMONIIIMMOMPPORNIMIMMI A TECIINIEFIL TOPICS Form No.TT-077A Page 1 of 2 NARROW GARAGE WALL BRACING FOR ONE-AND TWO-STORY HOMES New portal frame designs, developed by APA, have been tested to show bracing performance that is comparable to existing code-permitted bracing for residential structures (APA Technical Topic TT-073). There is a frequent desire to use narrow wall designs without hold-downs at garage door openings.According to the code, in the lower seismic regions of the U.S.,24-in. narrow wall designs can currently be applied with no hold-down devices when the home is fully sheathed with wood structural panels (see Section R602.10.5 of the 2003 International Residential Code). One drawback, however,is the one-story limitation for this application (see IRC Table R602.10.5 footnote b). The limitation represents a significant restriction since many dwellings have a second story over the garage. APA conducted a series of tests to justify expanding no-hold-down portal frame application recommendations to two-story dwellings, where the portal frame is applied to the first story in a fully sheathed structure in areas with low seismic risk(APA, 2003). Results of this test program show that 16-in.-wide portal frame designs, with a 6:1 height-to-width ratio as measured at the vertical wall segment, performed comparably to wall bracing systems currently accepted in the IRC for use in any of three stories of a fully sheathed structure. APA tests show that the portal frame segment depicted in Figure 1 provides bracing-level performance that is comparable to IRC bracing permitted under multiple stories. Use of the detail shown in Figure 1, however, should be limited as follows: • ( Use next to garage door openings only. • Apply to the first story in residences of up to two stories. • Completely sheath the structure with wood structural panels and use wall corner detailing as shown in Figure 1, per IRC Section R602.10.5. • Use only in Seismic Design Categories A-C, and limit to wind speed regions in accordance with the general conventional construction limitations stated in the IRC. References APA, 2003. Testing a Portal Frame Design For Use as Bracing in Fully Sheathed Structures. APA Report-12003-48. APA—The Engineered Wood Association.Tacoma,WA. Technical Services Division November 2003 ©2003 APA-The Engineered Wood Association Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used,It cannot accept responsibility of product performance or designs as actually constructed. Consult your local jurisdiction or design professional to assure compliance with code,construction,and performance requirements. • 7011 South 19th Street•Tacoma,WA 98411-0700 Telephone: (253)565-6600•Fax Number. (253)565-7265 Form TT-077A Page 2 of 2 Figure 1. Recommended construction details for APA portal frame bracing without hold-downs r EXTENT OF HEADER 4A{y }}7 �r� «4 1�.'Wk". ''' 4„�i�� r'' fs.,. 4i' {3 4�e • :j ii 111, '•oil-* MIN.3 X 11.25 NET HEADER ' �� 3)4,', .0'• SHEATHING FILLER • ra v_ sa r .0 Y,I 10,..L., .: , ' '7,:a•,-114/41•1,': 91, �A..p .4... N . ••• I IF NEEDED ,! 6'TO 18' +:i - I,. 16D SINKER NAILS IN .. I :1: 2ROWS(4)3"O.C. I FASTEN TOP PLATE TO HEADER WITH TWO .l •I ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. � • 'i' f I 'I' 1000 LB HEADER STRAP • 1000 LB STRAP OPPOSITE SHEATHING MIN.(2)2x4�.•II •I II: ,.1 ll: I 1.1: FASTEN SHEATHING TO HEADER WITH 8D I .`: COMMON OR GALVANIZED BOX NAILS IN 3”GRID •• MAX LI..�'I' PATTERN AS SHOWN AND 3'O.C.IN.ALL 3/8"MIN.THICKNESS WOOD HEIGHT :i .. f 10' •• FRAMING(STUDS,BLOCKING,AND SILLS)TYP. •` • • + I� STRUCTURAL PANEL .. •• '..'... -.1 SHEATHING ••f WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH RATIO: -.� FOR 120"HEIGHT,MIN.WIDTH=20",FOR 96" 11. ••• •�. HEIGHT,MIN.WIDTH=16",ETG. • -- MIN.2x4 FRAMING TYP. •4 •• O. •• •. •I MIN.(2)2x4 '• ' . 1• FOR A PANEL SPLICE(IF NEEDED),PANEL EDGES SHALL BE '•:� J: BLOCKED,AND OCCUR WITHIN 24"OF MID-HEIGHT.ONE ROW FRAMING FOR OF TYP.SHEATHING-TO-FRAMING NAILING IS REQUIRED. •. I •. 16D NAIL(q)24 GYPSUM WALL •• •i. IF 2X4 BLOCKING IS USED,THE 2X4'S.MUST BE NAILED :; .li: IN.O.C. BOARD TOGETHER WITH 3 16D SINKERS I !` (OPTIONAL) • MIN.2"X2"X3/16"PLATE WASHER 1'• ak I �• ►:� 8D NAIL Q 6 IN. \j'oa •• E, $, + t k II�O�U_I71r ANCHOR BOLT PER CODE •�yr�,� r x O.C.IN ALL AZ :6s �J,A PANEL EDGES '�`, �rM " •� fat + V a'i,&wY"CwFY.,1/. �,fi ` ,R t.i1r NT.xrpi,,.`.M * �k�? « s i s '. PORTAL FRAME �7.' ?" NOT PART OF PORTAL FRAME WALL 4 A SEGMENT TYP. SECTION A-A FRONT ELEVAT)ON SIDE ELEVATION CORNER FRAMING DETAIL 7011 South 19th Street•P.O.Box 11700•Tacoma,WA 98411-0700 Telephone: (253)565-6600•Fax Number: (253)565-7265 .-x i 51 i iv (_ S ' n-R A a E . { 0 • Sf�{v, -e IA f /00AimP i 11 ( ge.�viCE 4( ll tW 6A-RAa2 1s ( )f 3 X (0/EM+ky i, 'xii6ai o.C. 1fo.0fk A".\w @ J7''' — , t '5 4 A '�, ff d �� s ,, ,, ...% 4 Pjr- 1; a ,,I! f if () 2jcbns-��95 2 X" �"tt9 sf( 0710UgRInA0 07 4"---1- 5 rt194 Pt).1.1971 0 , ' , r1,1 A_ cil-0 V 'aL(