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2006, 07-25 Permit App: 06002833 Addition GarageProject Number: 06002833 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: a 7_ u IRW -° m Permit Use: ADD 10x10 TO EXISTING GARAGE AND ADD 10 Contact: STIPE, STEVE X 30 LEAN TO Address: 8207 E GLASS AVE C - S - Z: SPOKANE VALLEY, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 951-9783 Group Name: Project Name: Date: 7/25/2006 Page 1 of 2 Site Information: Plat Key: 999999 Name: Range District: E Parcel Number: 45063.9060 Block: SiteAddress: 8207 E GLASS AVE Location:: CSV Zoning: UNKN Unknown Water District: Lot: Owner: Name: STIPE, STEVE Address: 8207 E GLASS AVE SPOKANE VALLEY, WA 99212 Hold: ❑ Area: .00 Acres Width: 80 Depth: 166 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: UNIMARt.,;,,ASINIVVAIM:MNESOMAVIMMVONIVERNOWIONNOSI,a. _... . Review Building Plan Review Driveway/Approach Released By: Originally Released: 7/25/2006 By: TMELBOU Released By: Septic Sys Review Originally Released: 7/25/2006 By: amblake Released By: see file, ok per health Originally Released: 7/21/2006 By: amblake Landuse/Zoning/HE Conditions Released By Operator: AMB Originally Released: 7/21/2006 By: Cdesimas Printed By: AMB Print Date: 7/25/2006 Project Number: 06002833 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 7/25/2006 Page 2 of 2 Permits: x. k :: x..mom Building Permit Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GAR WOOD U-1 VB 0 $8,000.00 0 $8,000.00 Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Totals: 0 $8,000.00 0 $8,000.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Notes. tgammanimmarawnStEEMONERMANEWANAMMWMANWRMOOMMNIMMAVAMt. Fee Amount $153.25 $38.31 $4.50 $196.06 All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage. Payment Summary W , M,. E Permit Type Building Permit Fee Amount Invoice Amount Amount Paid Amount Owing $196.06 $196.06 $0.00 $196.06 $196.06 $196.06 $0.00 $196.06 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: AMB Printed By: AMB Print Date: 7/25/2006 ..-�` Permit Center (I„ is Sa ne 11707 E Sprague Ave, Suite 106 �` ValSpokane Valley, WA 99206 JUL Y (509)688-0036 FAX: (509)6 0037 � 2006 Community Development wwsv.spokanevalley.org.co: " ',- Residential Construction o Ne Constriction' ,Accessory Bldg `Deck m'AdditionJRemodel D o Other: PERMIT NUMBER: 130 PERMIT FEE: Permit Application SITE ADDRESS BZo 7 e. 6214'S -S ASSESSORS PARCEL NO: +1SOb.3• *60 LEGAL DESCRIPTION: Building owner Name: 3.,-i. .nPL Address: BLiD7 E G4,4-S.S City:.SPi'j/G4/2. W4 Zip: Oil z/z, Phone: f r/ 1783 Fax: A1/4 Contact Person: Name: S. #L -t.. .S T7P Phone: rS-7 — 9783 Contractor, Name: A/OA-ft Ci.4-1,41Z2.-- Address: City: Zip: Phone: Fax: Lic No: Exp. Date: City Business Lic No: Describe the scope of work in detail: Cost of Project: ExP. l 577 Al4l�•st-.2.,4-!ar 0=€.0 A-4 i 7v i771 /U x .3v GE•ditA,-=T® . $ ccc7"=5""' **************The following MUST be complete: (write N/A if not annlicable)********************** HEIGHT TO PE ,K: -4 _ y DIMENSIONS: Z4"",�c 30 # OF STORIES: / TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: A1/4 2ND FLOOR SQ. FTG: N/� UNFIN BASEMENT S'Q:'FTG: IMPERVIOUS URFACE AREA: FINISHED BA�S/j�� NT SQ. FTG: N/ 4 GARAGE SQ. FTG: 7%) DECK/C V. ATIO SQ. FTG: /t/ AO 30% SLOPES ON /. PROPERTY: A/ # OF B�"_QMS: �/�//fit CO,�J� RUCTI�PE: 14+ HEAT SOUR �A/ SEWE SEPTIC? The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. Siguturp Date Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash 0 Check 0 Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 74,9A4 0 Other Project Number: 06002833 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 7/21/2006 Page 1 of 2 Project Information: Permit Use: ADD 10x10 TO EXISTING GARAGE AND ADD 10 Contact: STIPE, STEVE X 30 LEAN TO Address: 8207 E GLASS AVE C - S - Z: SPOKANE VALLEY, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 951-9783 Group Name: Site Information: Project Name: Plat Key: 999999 Name: Range IMMAIMMONAMMEMEMMEAUSSEIMMEWMEEMISEMEMORMOSSEMEMENS District: E Parcel Number: 45063.9060 SiteAddress: 8207 E GLASS AVE Location:: CSV Zoning: UNKN Unknown Water District: Block: Lot: Owner: Name: STIPE, STEVE Address: 8207 E GLASS AVE SPOKANE VALLEY, WA 99212 Hold: ❑ Area: .00 Acres Width: 80 Depth: 166 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Driveway/Approach Released By: Septic Sys Review Released Landuse/Zoning/HE Conditions Permits: Released By: Contractor: OWNER Building Permit Firm: OWNER Phone: (000) 000-0000 Operator: AMB Printed By: AMB Print Date: 7/21/2006 07/21/2006 13:18__ _ 5033241567 Project Nutt b et: 060011133 Inv: 1 SKr IU tn5 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Prolcd Jg`a atip • TO 324156? P.01/03 Date: 7/21/2006 Page 1 of 2 Permit U te:. i.DD 10x10 TO EXISTING GARAGE AND ADD 10 '+C 30 LEAN TO Setbacks: F rant Left: Right Rear: Site Information: Plat Ko): 999999 Name: Range Parct .1 Number: 45063.9060 BIock: Lot: Contact STIPE, STEVE Address: 8207 E GLASS AVE C - S - Z: SPOKANE VALLEY, WA. 99212 Phone: (509) 951-9783 Group Name: Project Name: 3 teAddress: 8207 E GLASS AVE Location:: CSV Zoning: UNKN Unknown Water District: District: owner: Name: STIPE, STEVE Address: 8207 E GLASS AVE SPOKANE VALLEY, WA 99212 Hold: Area: .00 Acres Width: 80 Depth: 166 Right Of Way (ft): 0 Nbr of Bldgs: O Nin. of Dwellings: 1 Review Information:, t Building Plan Review E Reieascd 3r Driveway/Approach 11110, Sep it Sys Review Lan d use/Zoning/RB Coudltlons Permits: :itioArost �,j��i',a��',�� �W a�(I�:�ir`•:'•�i'1��y�+,��I�;}��'c:t��1j� � Iti'��N'.';,:�; Contract(r: OWNER Open AMB JUL 21 2006 14 38 Printed By: AMB dulldfiair Fermat Firm OWNER Phone: (000) 000-0000 i'rint Date: 7/21/2006 5093241567 PAGE.01 07/21/2006 13:17 5093241567 SRHD EHS J x .1 Hebb ld:09 FR Project Num b sr: 06002S33 Inv: 2 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project 1Nj%Moles PAGE 01/01 TO 3241567 P,01/03 Date•. 7121/2006 Page 1 of 2 Permit U;e:. tDD 10110 TO EXISTING GARAGE AND ADD 10 Contact STIPE, STEVE Address: 8207 E GLASS AVE C - S - Z: SPOKANE VALLEY, WA 99212 Setbacks: P rant Left: Riglu: Rear: Phone: (509) 931-9783 Group Name: Sk e Ih o 3gtion: Project Name: 'IC 30 LEAN TO saarr ...■...,rr Plat Kty: 999999 Name: Range Pa1'or1 Number: 45063.9060 Block: S•.teAddress: 8207 E GLASS AVE Location:: CSV Zoning: UNKN Unknown Water District Area: .00 Acres Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Alb rmatiap, District Lot: Owner: Name: STIPE, STEVE Address: 8207 E GLASS AVE SPOKANE VALLEY, WA 99212 Hold: 0 Width: 80 Depth: 166 Right Of Way (ft): 0 Re_vy� Building Plan Review E D rr a way/Approach If*** .1-4 7' Supr is Sys Review Len d Ise/Zoning/HE Conditions Permits: Contract( r: OWNER Open t+rr AMB JUL 21'2006 14:37 Printed By: AMB Uuilding Paierit Firm OWNER Phone: (000) 000.0000 Print Date: 7/21(2006 5197741 SR7 PAr;P _ R 1 es:sz' Sri 4441 --ss ,,E,c/uI. f,Zcio+J %. () . L : Vol 7/41. `� v/4170 PURLIN CONNECTION METHODS: A). PURLINS MAY BE HUNG NOTES FOR FLOOR PLAN OFF THE TRUSS TOP CHORD i INTERIOR FRAME WOOD POSTS, SEE FACES W/ STD, SIMPSON JOIST HANGERS, POST SCHEDULE THIS SHEET OR EQUAL. 1�2 GABLE WALL POSTS - 6' X 6' TYPICAL B), PURLINS MAY BE DOOR POSTS - 4' X 6' TYPICAL BUTTED AND NAILED FOOTING DIMENSIONS, B + i' 8'1 D = 3' 0' W/(2) 16d NAILS MAXIMUM POST SPACING 12' 0' INT❑ EACH PURLIN, PURLINS @ 24' O,C., BEARING OR C). PURLINS MAY BE S8 JOIST HANGERS (TYPICAL) LAPPED ANDNAILED S2 2' k 6,dNAILS. w SPANS 12' TO 60' W/(3) 16NAI( ING _ ON ON CONNECTION METHODS hN 'B' AND 'C', TOENAIL w a BACK SIDE OF PURLIN S8 J ¢ RUSSES DOUBLE T W/(l) 16d NAIL INTO e`— EACH TOP CHORD MEMBER Z a a z 1 a _ a J = C3 i S 9 MIN 1 La w d w X X � XJ K fu L� o ` (icu w a -w MANUFACTURED TRUSS TOP CHORDS .. 0'-0 1' D- W a TRUSS DESIGN BY TRUSS MANUFACTURER 16'-0" 00C, 0 PURLIN SUPPORT STRUT 2' X 6' X"ULL �v �� _ �0 D DOUBLE TRUSSES 3 1 ZCL ¢ z� A J B" X 10" W/2_" X PURLIN J r Jj Type N�f�TrON 124" NAILS EACH SIDE. 6 X 6" 2W.0'_G'_X_70"- 20'-0" 12.0' S4 MANUFACTURED TRUSS - NAIL TO ETCH '•0'_ vEs D 1 SIDE OF POST WITH 4 - 16d NAILS d 1 a I ON TOP NAILING BLOCK 12. i1. Z0 6 ` of i0 (.1 . d c • U OD ci 4 - 10d NAILS X C7 SOLID BLOCKING AT CONNECTION P[dNTS. X �N 0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE N V'N 2' X 6' OR 2' X 8' EAVE GIRT fU N KNEE BRACE, IF REQ'D, SEE POST THEDULE W al w al w CU DATE DRAWING NO, 1-30-06 ZIEGLER.IBC2003.06 REV 1® 1 - 3/4' V MACHINE BOLT THRU TRUSS T. CHORD DRAWN AMBEKE Cu 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE - I - 3/4. 0 MACHINE BOLT THRU BILTING BLOCK DATE DESCRIPTION OF CHANGE 2 - 3/4' G M. BOLT @ BOLTING B SINGLE TRUSS 3 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 36' & 4 - 3/4' 0 M. BOLT @ BOLTING BUICK - 50' 5 - 3/4' b M. BOLT @ BOLTING BLOCK - 60' PLAN VIEW N.T.S. SEE DETAIL I z E J LD J z Z) N A Lj S C3= 13 U h W W (n F 12 4 NOTES FOR SECTION ,S Si PLAN FDR SIZESEE FLOOR \ S2 TRUSS DESIGN BY OTHERS S3 2' X 6' @ 24' D.C., 10' BAYS 2' X 6' @ 24' O.C., 12' BAYS DF -L #2 GIRTS FLAT @ 24' D.C. S4 CONCRETE FOOTING, SEE SCHEDULE DH1"j SS EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS. WALLS FASTENED TO GIRTS WITH V LONG WOODFAST TEKS." SEE FOOT: DETAIL BUILDING SECTION A -A N.T.S. DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. ' NOTES FOR FOOTING DETAIL / S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING S3 @ UNDIS'iUR13ED SOIL Si V... '14 rt " .., SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION NOTES FOR FRONT ELEVATION N.T.S. S1} HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' 0 TREATED 2' X 6'; BOTTOM GIRT S2 2' X 10' HEADER S3 2' X 6' GIRTS @• 24' O,C„ 10' BAYS, DF -L #2 2' X 6' GIRTS @, 24' O.C., 12' BAYS, DF -L #2 S4 2' X 8' FACIA BOARDS SS TREATED WOOD P.❑STS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT S2 11 S4 -� FOOTING DETAIL N.T.S. TREATED POST 44 - 16d GALV. NAILS BEACH GIRT (FLAT) 2 X , I r j TYPICAL 'GIRT CONNECTION GABLE END TRU 8 - 16d NAILS--� 2' X 6W X 18' BOLTING BLOC 8-16dNAI CORNER POST DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION. N.T.S. OPTIONAL FRONT ELEVATION N.T.S. S5 1 1 8 16d NAILS TYPICAL TRUSS BOTTOM CHORD BRACING BOLTING BLOCK ` NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. DETAIL 3 S1 GABLE END TRUSS TYP, GABLE END S© DOUBLE INTERIOR TRUSSES TRUSS CONNECTION s3 GABLE END POST USE BOLTING BLOCKS BELOW S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. ALL CORNER COLUMN GIRTS SS 2' X 3' BLOCK WITH 4 - 10cl NAILS TO BOTTOM CHORD BRACE SPLIT SLIDER DOOR OPTION JPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS SS HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12'-0' DOORS 2' k,12' HEADER UP TO 20'-0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24'-0' S3 2' X 6' HEADER S4 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER, 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER, S5 DOUBLE 2' X 6' KINGPOST DETAIL 2 - KNEE_ BRACE NOTES FOR DETAIL 2- KNEEBRACE SS TRUSS TOP CHORD, DESIGN BY OTHERS 0 TRUSS BOTTOM CHORD, DESIGN BY OTHERS s3 2' X 6' KNEE BRACE 0 WOOD POST, SEE POST/FOOTING SCHEDULE SS 3/4' DIA. BOLT S6 2' X 6' OR 2' X 8' TRUSS SEAT EACH SIDE OF POST @ EACH KNEE BRACE CONNECTION S7 NAIL KNEE BRACE TO POST WITH 4 - 16d NAILS SS NAIL BOLTING BLOCK TO POST BRACE WITH 8 - 16d NAILS 0 4 10d NAILS NOTES: KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. TYPICAL SIDE ELEVATION LES FOR SIDE ELEVATION_ )2' X 8' HEADER )2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS TRUSS WEB BRACING " -NTERIOR __0R GABLE -END TRUSSES ----- __ _ NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS;® THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES i' X 4' OR 2' X 4' WEB MEMBER BRACING. FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB lOd NAILS @ 6' O.C. Od NAILS @ 6' O.C. 'X6'OR2'X8' 'X4' L -BRACE L -BRACE 10'-0" X v- 101-01, ;,- e X 6" X 6" 14'•0" 8" X 6" 1G'•0" 6" X 0" W/2" x 6" 16,,6,1 61aX10"-.__- 20'-0 22-0 6"X17'W/2"X6" 18'-0" 6" " X 8 _ YO' -0" 8"X 10 10 U.V' 6" X 10 81,0" 6" X 61, 10'4" 6" X 6" 12'-0"6"Xv 10'-0" 112'-0" I6" X 10'4' (SD MANUFACTURED TRUSS TOP CHORDS .. 0'-0 1' 16'-0" 6"X TRUSS DESIGN BY TRUSS MANUFACTURER 16'-0" vi 0 PURLIN SUPPORT STRUT 2' X 6' X"ULL ink _ _ YO' -0" DEPTH OF TOP CHORD PLUS PURLIN, 1 gDgIAPHRAG SCREWS A F! FcENDVALL BASE GIRT ACROSS EADWALLR DGE RIES ON ROOF END TR SS TDP CHORD, 10'-0 NAIL PURLINS W/(3) 16d NAILS B" X 10" W/2_" X PURLIN (SD NAIL STRUT TO TOP CHORD W/(3) bd --- Type N�f�TrON 124" NAILS EACH SIDE. 6 X 6" 2W.0'_G'_X_70"- 20'-0" 12.0' S4 MANUFACTURED TRUSS - NAIL TO ETCH '•0'_ vEs 0.70 SIDE OF POST WITH 4 - 16d NAILS " NO_0.70N.T.S ete 'Hone! .509=443-6186 )Fax, 509-448-6582 a -malt dwambeke@msn.com ON TOP NAILING BLOCK 12. i1. 22'.n" S5 WOOD POST, SEE POST/FOOTING SMEDULE. 111 w 0 4 - 10d NAILS S7 SOLID BLOCKING AT CONNECTION P[dNTS. ZIEGLER LUMBER COMPANY �N 0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 5 2' X 6' OR 2' X 8' EAVE GIRT l0 KNEE BRACE, IF REQ'D, SEE POST THEDULE AND DETAIL 2 li 2' X 6' X 24' OR 2' X 8' X 24' BLOCK DATE DRAWING NO, 1-30-06 ZIEGLER.IBC2003.06 REV 1® 1 - 3/4' V MACHINE BOLT THRU TRUSS T. CHORD DRAWN AMBEKE CHECKED 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE - I - 3/4. 0 MACHINE BOLT THRU BILTING BLOCK DATE DESCRIPTION OF CHANGE 2 - 3/4' G M. BOLT @ BOLTING B CK - 24' & < 3 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 36' & 4 - 3/4' 0 M. BOLT @ BOLTING BUICK - 50' 5 - 3/4' b M. BOLT @ BOLTING BLOCK - 60' 12 4 IQ 4 - 16d NAILS i 1 DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION. N.T.S. OPTIONAL FRONT ELEVATION N.T.S. S5 1 1 8 16d NAILS TYPICAL TRUSS BOTTOM CHORD BRACING BOLTING BLOCK ` NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. DETAIL 3 S1 GABLE END TRUSS TYP, GABLE END S© DOUBLE INTERIOR TRUSSES TRUSS CONNECTION s3 GABLE END POST USE BOLTING BLOCKS BELOW S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. ALL CORNER COLUMN GIRTS SS 2' X 3' BLOCK WITH 4 - 10cl NAILS TO BOTTOM CHORD BRACE SPLIT SLIDER DOOR OPTION JPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS SS HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12'-0' DOORS 2' k,12' HEADER UP TO 20'-0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24'-0' S3 2' X 6' HEADER S4 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER, 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER, S5 DOUBLE 2' X 6' KINGPOST DETAIL 2 - KNEE_ BRACE NOTES FOR DETAIL 2- KNEEBRACE SS TRUSS TOP CHORD, DESIGN BY OTHERS 0 TRUSS BOTTOM CHORD, DESIGN BY OTHERS s3 2' X 6' KNEE BRACE 0 WOOD POST, SEE POST/FOOTING SCHEDULE SS 3/4' DIA. BOLT S6 2' X 6' OR 2' X 8' TRUSS SEAT EACH SIDE OF POST @ EACH KNEE BRACE CONNECTION S7 NAIL KNEE BRACE TO POST WITH 4 - 16d NAILS SS NAIL BOLTING BLOCK TO POST BRACE WITH 8 - 16d NAILS 0 4 10d NAILS NOTES: KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. TYPICAL SIDE ELEVATION LES FOR SIDE ELEVATION_ )2' X 8' HEADER )2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS TRUSS WEB BRACING " -NTERIOR __0R GABLE -END TRUSSES ----- __ _ NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS;® THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES i' X 4' OR 2' X 4' WEB MEMBER BRACING. FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB lOd NAILS @ 6' O.C. Od NAILS @ 6' O.C. 'X6'OR2'X8' 'X4' L -BRACE L -BRACE 10'-0" X v- 101-01, ;,- e X 6" X 6" 14'•0" 8" X 6" 1G'•0" 6" X 0" W/2" x 6" 16,,6,1 61aX10"-.__- 20'-0 22-0 6"X17'W/2"X6" 18'-0" 6" " X 8 _ YO' -0" 8"X 10 10 U.V' 6" X 10 81,0" 6" X 61, 10'4" 6" X 6" 12'-0"6"Xv 10'-0" 112'-0" I6" X 10'4' 14'-0" 6" X 0'-0 1' 16'-0" 6"X (24' 16'-0" vi 10'-0' 18'-0" ink _ _ YO' -0" 6"X 10'4" 1 22'0 I6" X 12-0" -up-w- - - 16'-0" 6" X 8" W :------ --_-._.... 20'-0" JWX 10" 10'-0" =4' 6" X 10" 1 TRUSS WEB MEMBER TRUSS WEB MEMBER 12-0'— W -D" G"z121 VX SECTION B—B SECTION B—B 12-0' 1e_0^ 6'Iz6"w AT INTERIOR TRUSSES AT GABLE END TRUSS '20= iz-0'=6'xG"vu SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, r ROOF STEELi 29 GAUGE GRAND -RIB I11, 36' WIDTH OR EQUIVALENT r FIELD SCREWSi #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) ■ CAVE AND RIDGE PURLIN SCREWS, #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL. DIAPHRAGM REQUIRMENTS ARE NEEDED, x ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ■ FIELD SCREWS, #10 x 1 1/2. 6.9' O.C. (NEXT TO HIGH RIB) w BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' e BOTH SIDES OF EACH MAJOR RIB. -iii-or X 8" W - DIAPHRAGM SCREWS_ 10'-0" 12'-0" 6" X 6" W/T' X E 6" 6"X (-12-0' (24' '-0'_ NO_ 10'-0' 16 -0 1B" X 72 '-0' 10'-0 . 1 - DIAPHRAGM SCREWS_ 10'-0" 12'-0" 6" X 6" W/T' X E 6" 6"X 10'0' 14.0_86"X8"---- '-0'_ NO_ 10'-0' 16 -0 6" X 8" W/T' X_E_ '-0' 10'-0 181-0`1 FOOTINGS SHALL BE 200 X V-0 DEEP. gDgIAPHRAG SCREWS A F! FcENDVALL BASE GIRT ACROSS EADWALLR DGE RIES ON ROOF END TR SS TDP CHORD, 10'-0 20 -0"_ B" X 10" W/2_" X ml' -10' - �a-0„ _NO NO --- " 124" 8'-0" 6 X 6" 2W.0'_G'_X_70"- 20'-0" 12.0' 10'-0" V' X 6" W/2" X E 1' 1�— 2 - 16d NAILS III III6', 8' OR 111 10' POST III III NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN 32" 3'-0" T -V mo DIAP RAGM SCREWS! TYPICAL SCREW PATTERN, EXCEPT AS NOIPEND AB❑VE 1..2* -w- " X 12" W/2" X 6" I 40' 13'.2" I NO I 0.73 , :"NOTE:.. 124" 124' 12'-0" WV 6" 6"X X 8" G" W/2 X 6" 40'_[_3 '-0'_ NO_ 0.70 ` ��( 40" '-0' 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT p F FCISTE �IQNAL FOOTINGS SHALL BE 200 X V-0 DEEP. 12-0' 16'-0" 8" X 8" W/2"X 6" ml' -0" _NO NO 0.70 STEEL SHEETING SCREW PATTERNS 12.0'_ 124" 2W.0'_G'_X_70"- 20'-0" 6" X 10 W/2" X 6" W. '•0'_ vEs 0.70 40" " NO_0.70N.T.S ete 'Hone! .509=443-6186 )Fax, 509-448-6582 a -malt dwambeke@msn.com 12. i1. 22'.n" A' X 17 W@" Y A" 111 w tJA D7n i WAS 1..2* -w- " X 12" W/2" X 6" I 40' 13'.2" I NO I 0.73 , :"NOTE:.. TOE y 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH z c>'2" X 6" LAMINATIONS. 0 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATEE - POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ` ��( ENOWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 1 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 2 "0 X 18067 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT p F FCISTE �IQNAL FOOTINGS SHALL BE 200 X V-0 DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT EXPIRES 12-29 200% CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE ENGINEERING 2913 E, 61st Court bOLin 't Q'Cmbeke" P, E. Spokane, WA 99223 v1t ,i 1i ete 'Hone! .509=443-6186 )Fax, 509-448-6582 a -malt dwambeke@msn.com STRUCTURAL DESIGN FOR POST FRAME BUILDINGS 12' TO 60' SPANS, 30 & 40 PSF LIVE LOAD, 2003 IBC ZIEGLER LUMBER COMPANY 620 _EAST HOLLAND AVENUE SPOKANE, WASHINGTON 99218 BY DATE DRAWING NO, 1-30-06 ZIEGLER.IBC2003.06 REV DRAWN AMBEKE CHECKED - BY DATE DESCRIPTION OF CHANGE PROJECT 2006 SCALE, N.T.S. SHEET, I OF 1 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWEL FOR CJ CO PLIANCE SPOKANE_ VALI EY i3 iLDIN DIVISION 7 2 S o&