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2007, 10-08 Permit App: 07003866 Shop Project Number: 07003866 Inv: l Application Date: 10/8/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: .:; •.. Permit Use: 30 X 40 POST FRAME SHOP Contact: BULLDOG CONTRACTORS INC Address: 11308E 11TH C-S-Z: SPOKANE VALLEY WA 99206 Setbacks:Front Left: Right: Rear: Phone: (509)435-3215 Group Name: Project Name: Site Information: Plat Key: Nort Key: 000278 Name: BURCHELL 01ST ADD Parcel Number: 45221.1112G Block: Lot: SiteAddress: 13104 E 7TH AVE Owner:Name: HATTAMER,LARRY W&SALLE Address: 13104 E 7T14 AVE Location::CSV SPOKANE VALLEY,WA 99216-06 Zoning: UR-3.5 Urban Residential 3.5 Water District: 011 MODERN Hold: Area: 11,354 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Originally Released: 10/8/2007 By: TMELBOU LanduselLoning/HE Conditions Leleased By: Originally Released: 10/1/2007 By: mpalaniuk Permits: Operator: jam Printed By: JD Print Date: 10/8/2007 Ptoject Number: 07003866 Inv: I Application Date: 10/8/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit — — . - -. — - - _ - - _ Contractor: BULLDOG CONTRACTORS INC Firm: BULLDOG CONTRACTORS INC Address: 11308 E 11TH Phone: (509)435-3577 SPOKANE VALLEY WA 99206 This Application: Total Project: Description Tvpe Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 1,296 $24,624.00 1,296 _ $24,624.00 Totals: 1,296 $24,624.00 1,296 $24,624.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $391.25 ACCESSORY PLANS REVIEW 1 SELECT $97.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $493.56 Notes: ._ x ,. .a. Payment Summary: . , -.,,.. ,.. Permit Tvpe Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $493.56 $493.56 $0.00 $493_56. $493.56 $493.56 $0.00 $493.56 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: jmm Printed By: JD Print Date: 10/8/2007 'P1Amit Center PERMIT NUMBER: 7 s r Scm a''/N 11703E Sprague Ave,S IVSD BY PERMIT FEE: pokane Spokane Valley,WFy, P NE VALLEY 4000 ��7 (509)6$8-0036 FA$ g8�-0037 � ey n k evellev.m'e SEF 7 8 7UDi y. Community Development Residential Construction pER Wtonstruction I AeeesBBrY Bldg Permit Applicationddition/Remodel Deck p 7 n Other: SITE ADDRESS: 13dt59' F, 741 /4-0C- ASSESSORS PARCEL NO: 'V5.tac I . I (a G LEGAL DESCRIPTION: Building Owner: Contractor: Name: �4110/aq Comit,eC7y02S ` ) )- Name: ��k�� 1{A�i�/'�eK, J Address: 4-, 70.j YF Address: /3a8 E. //'`4 , vs l moi'/6 State:u_sZip: pt‘ City:5 rp UallQ State:W� Zip:006 `` Fax: Phone: q.2o2—c(387 Fax: O7 — aya.7 Phone: ‘2,36 _ u6.5_ l Contractor $ylldci9'r3nn ' Lic Not Ex 7- Date: z5.—_,O, I I Contact Person I � ,, City Business Lic.No: Name: lPAVC Beat cib/� Phone: '�o�p, — d/78`7/o3Z .35'.3577 Describe the scope of work in detail: Cost of Project: $/n --K CIbu5fgoc/ Nell c)571- i4z+7/trc r S//k7 Proposed Use: Shag /SQAr-3-2 t ***:*****:*.****..**.. **************The following MUST be complete: (write N/A if not applicable) HEIGHT TO PEAK: , DIMEN IO S 7613 bX r i#OF STORIES: TOTAL HABB TABLE SPACE: 1? 36X'1 7 MAIN FLOOR TO SQ. fu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPER IOUS SURFACE FTG: AREA: la- n/7� /Uf 4 FINISHED BASE7NT GARAG Q. FTG: DECK/COATIO SQ. FTG: 30% SLOPES ON r. SQ. FTG: /V//� y 2'5 G PROPERTY: —(-4#OF BEDROOMS: ONSTRUCTION TYPE: HEAT S• RCE: SEWER OR SEPTIC? /LJ)/Z ko(E /3w'ldie /t?7iA doLGe OA) 5F(AR:g 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. ____ SIGNATURE'__. - „ -----��- DATE: Method of Payment: 0 Cash 0 Check ❑p Measstercard 0 VISA Bankcard#: Authorized Signature: REVISED 2/15/07 • S okane p Valley 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhall®spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. O Smoke detector locations ❑ 22" X 30" attic access location O 18" X 24" crawl space access: O One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan O Insulation information PT ,OT PT ,ANRECEIVED BY CITY OF SPOKANE VALLEY SEP 2 8 2001 NAMFCJ-iFii(?:/-1; /;;.47242A42-1:,?_ P RMIT CFNTER BY: ADDRESS 3 deo V it:, 771-;Th. 5-1,,76<ftzk,E>_. (;c)'2 t/ Gt : - ?Ye:N U N ?Ro(b5 Pc 77R,;r'FWM' I. 71 _ - � ,FL- - ± I ?5 CEJ I JI P ryJI INrI - 1 1 '`h A vE. PLANNING DEPT. APP OVED LEGAT • di; 41 PARCEL# /LS a j , I f 3. G DATE: /6/0171007 NOTES FOR FLOOR PLAN S1 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET C) DOOR GABLE POSTS WAL4" XL 0ST6"STYP- ICAL 6° TYPICAL FOOTING DIMENSIONS, B = 1'-8°; D = 3'-0° MAXIMUM POST SPACING 12'-0' C PURLINS @ 24' O.C., BEARING OR JOIST HANGERS (TYPICAL) LR. i SPAN y Li IL 7). Lk 11, V) a DOUBLE TRUSSES J z a z a. Zw `ti'J iii ¢o - a J -J •• K-1 d w w w • ay w > > • u w o J o `D J o.o m0 R a P w N o� N N 0. • ... .., N; dN 0- w o w _ j M NND a hnliIRLE TRUSSES — — __ in 0 N .. ' N e a d I- �� .ie. 3 A. J• I- ce H •. I JU cea D • 1 a I aLi ar_.: U U • o X p o X d o W l N ® \ 4 X , X X XU fD N - N N - N ,N., N O w w w W alY O 0m SINGLE TRUSS W IR PLAN VIEW N.T.S. GII' W4kB WAMBE KEP ENGINEE. ERIll NG lel Wambekej, 't e UILDING PLAN VIEW , • N I" TANDARD POST FRAME BUILDING PLAN` : 1 IS • I I . o ' , ieig 11308 E. 1TH AVENUE `rrONAL ZONAL It' _ . _ • • . • BRAWN BY DATE WAMBEKE :-30-07 BULLDOG-18(01 EXPIRES 12/29/07 .Prweu PALE c NTS SEE Q DETAIL E 4 1_±:..---"-.-------11111 2 � ``` DEQ AIL ' �`-�!zlitV _ `` tMI , NOTES FDR SECTION A-A O /� 1 PLAN FOR SISEE FLOOR SIZE J 0 TRUSS DESIGN BY OTHERS I' S3 2' X 6' @ 24' D. C., 10' BAYS Z DF-L #2 GIRTS FLAT @ 24' D.C. 1- w 2' X 6' @ 24' 0. C., 12' BAYS SEE I E U DF-L #2 GIRTS FLAT @ 24' D.C. DE2IL L In S4 CONCRETE FOOTING, SEE SCHEDULE W SS EXTEND POST TO TOP OF PURLIN W ROOF FASTENED TO PURLINS WITH o1 1/2' LONG WOODFAST TEKS. GIRTSWALLED TO S WITHT 1N LONG q jiti WOODFAST TEKS SEE FOOTING. I DETAIL B BUILDING SECTION A — A N.T.S. WAMBEKE ENGINEERING„ O ` uonleomb�ke A. EJ ,A . l WSTANDARD BUILDING SECTION , 3( .TANDARD POST FRAME BUILDING PLANS • : 1 • • • 1 • . ,°irie, +2 11308 E. 1TH AVENUE `SIGNAL "" vMB K —3DATC MAHEKE :-30-07 BULLDOG—IBG02 • BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2006), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL SOILS OR BETTER. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-05. WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE HOT—DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM—FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ALTERNATE ROOFING & SIDING APPLICATIONS — BUILDING ROOF MAY BE SHEETED WITH 15/32" O.S.B. BOARD, 1/2" C—DX PLYWOOD OR OTHER APA RATED SHEETING, NAILED 0 6" 0. C. W/ 8d OR 10d NAILS. FINISH COVERING FOR SHEETED ROOF MAY BE COMPOSITION ROOFING OVER 30# FELT, OR 29 GAUGE METAL ROOFING OVER 15# FELT. BUILDING MAY BE SIDED WITH 7/16" O.S.B. BOARD, 1/2" C—DX PLYWOOD, 15/32" T-111 PLYWOOD SIDING OR HARDI—PLANK. LAP SIDING MAY BE INSTALLED OVER BUILDING WRAP AND WALL SHEETING. SHEETING SHALL BE FASTENED TO GIRTS WITH 8d, NAILS 0 6" 0. C., OR 1 1/2" LONG X 16 GA. STEEL STAPLES 0 6" 0. C. 0 PANEL EDGES & INTERMEDIATE FRAMING. SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE IN WHICH THE BUILDING WILL BE CONSTRUCTED. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF 1�L WAMBEKE ENGINEERING , 'of � � Dani eu S09-443-6186 aeke, P.Fax.509-448-6582 e-rwa ow,eke"e'aisnc T VA �� '� SPECIFICATIONS FOR • 3 -p TYPICAL POST FRAME BUILDINGS BULLDOG CONTRACTORS, INC. 4,IBg ti 11308 E. 1TH AVENUE ssIONALG SPOKANE VALLEY. WA 99206 DRAWN BY DATE REV, WAMBEKE B-30-07 EXPIRES 12/29/07 APPROVED SCALE BULLDOG-IBC03 NTS NOTES FOR FOOTING DETAIL ® TREATED POSTS AS SIZED PER SCHEDULE . VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING C$ UNDISTURBED SOIL • F. *14cO 1- 0 _B' DIA. _ FOOTING DETAIL N.T.S. ` I WAyg, WAMBEKE ENGINEERING 7 Daniel Wnnbeke, P. E. a°l•M `r ,t " t Ta%9-149-186 FSP 309-440-6502rM4M l YPtisw � .\ STANDARD FOOTING DETAILS (((��' STANDARD POST FRAME BUILDING PLANS _ie c BULLDOG CONIRACTONS, INC. 11308 E. 1TH AVENUE SIONAL '~ SPPOK�A< E VAI I FY WA 99206 DRAWNWANBEKE -30- 07 BULLDOG-18E04 I ATE EXPIRES 12/29/07 I APPROVED SCALE NTS POST/FOOTING SCHEDULE 36' SPANS PSING ��EBRACELLOOAD CONCRETE PAT COLUMN REQUIRED VOLUME, YD SPACING "FI" W X D "B" DIA. „T„ 0.35 10'-0" 0'-" 6" X 6" 3-0' NO 28" 3'-0" NO 0.35 10'4" 10•-0" 6" X 6" 28" 3'-0" NO 0.35 10'-0" 17-0" 6" X 6" W/2" X 6" �r 10'-0" 14'-0" 6" X 6" WIT' X 6" 28" 3-0NO p, 5 0.41 10'-0'• 16'-0" 6" X 8" 28" 31-0" NO 3'-0" NO 0.41 10'-0" 18'-0" 6" X 8 "W/Z• X 6" 28" 0.41 10'-0" 20'-0" 6" X 10" 28" 3'-0" NO 10'-0" 22'-0" 6" X 10" WIZ' X 6" 28" 3'-0" NO 0.413-Z, YES 0.43 10'-0" 24'-0" 6" X 10" W/2" X 6" 28" NO 0.44 12-0" 8'-0" 6" X 6" 32" S-0 3'-0" NO 0.44 12-0" 10'-0" 6" X 6" 32" NO 0.44 12-0" 17-0" 6" X 6" W/2' X 6" 3Z' 3'-0" NO 0.44 12-0" 14'-0" 6" X 8" 32" 3'-0" 0.44 12-0" 16,-0" 6" X 8" W/Z' X 6" 37' 3•-0„ NO NO 044 12-0" 18'-0" 6" X 10" 32" S-0" 12-0" 20'-0" 6" X 10" WIZ' X 6" 32" 31-0" NO 0.440.47 12-0" 22'-0" 6" X 12" 3Z' 3'-2' NO 0.49 12-0" 24'-0" 6" X 12" W/Z' X 6" 32" 3'3" NO NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM-FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM-FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 18"0 X 3'-O" DEEP FOR WALL HEIGHTS TO 16'-O". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". -• \E!„m`� , WAMBEKE ENGINEERING ( I✓ %ap /'. POST & FOOTING SIZES �( 34' TO 38' SPANS - 40 PSF L.L. STANDARD POST FRAME BUILDING PLANS mac .itiati 11308 E. 1TH AVENUE ' S/ONAL # • A . _ . . • S . DRAWN BY DATE ®m07 WAMBEKE :-30-07APPROVED SCALE BULLDOG-IBC05-36 NTS • • PURLIN LUNNEC FION MEIHODS& A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES V/ STANDARD SIMPSON JOIST HANGERS OR EQUAL. S1 B). PURLINS MAY BE BUTTED AND NAILED , W/(2) 16d NAILS INTO EACH PURLIN. M C). PURLINS MAY BE `THpp 'fCp LAPPED ANDNAILED i.`I 4 0p W/(3) 16dNAILS. ON CONNECTION METHODS S] 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(ll 16d NAIL INTO /���� EACH TOP CHORD MEMBER �- se �I\ Pm I ' TblDRD^terla, srpL `\' -"RtT .cr NOTES FOR CONNECTION DFTAII ® \ / �',ADti. IDN St TRUSS TOP CHORDS S9 ����•j I TRUSS ➢ UPPN TY TRUTS X '4'CXUFUR ritortf S3 Q PURLINHSUPPORT STRUT 2' X NX FULL W� /�,� ) DEPTH OF TOP CHORD PLUS PURLIN. % � S] NAIL PURLINS W/(3) 16d NAILS j I ©NAIL STRUT TO TOP CHORD W/(3) 16d �I ® NAILS EACH SIDE. e ,, S6 ©MANUFACTURED TRUSS. NOTCH POSTS 1-L/2' EACH SIDE TO PROVIDE TRUSS SEAT. SS WOOD POST, SEE POST/FOOTING SCHEDULE. S6 4 - 40d GALV. NAILS IN PRE-DRILLED HOLES ® OR 3/410 MACHINE BOLT S] SOLID BLOCKING AT CONNECTION POINTS. SB TYP. PURLIN, SEE FLOOR PLAN FOR SIZE II ©9 2' X 6' OR 2' X 8' TOP GIRT 0 0FE 0SL 4 - 16d NAILS OR 3/4'0 M. BOLT DETAIL 1 — TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. ,,�� v :, , WAMBEKE ENGINEERING itsiy Daniel W-x>ii.s+w' P.Text 549-448- E real �sammErte.KT* ` !• tot 1-- I' TRUSS - COLUMN CONNECTION 1 . ¢ ti PURLIN CONNECTION METHODS �y STANDARD POST FRAME BUILDING PLANS la,4froisrep ti 'NATAL 1' DRAW. 9Y DATE KV. WAMBEKE BULLDOG-IBC06 EXPIRES 12/2X19(1/0] I APPROVED SCALE NTS • • 12 L..,� 4410 �i�C011110r ai Or /t1 tsrat ripsuI,-ill o .E 1i1 ISI I�1 1l 11 ----a7 1I1 11 1m1 DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS S2 2' X 12' HEADER UP TO 0' 0' DOORS Sq 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. SS DOUBLE 2' X 6' KINGPOST N, Waw WAMBEKE ENGINEERING „ON, ilanlel Wnmbeke P. E. �. ix, S°9-443486 Fm]69'4 FRONT ELEVATION /' DOUBLE OVERHEAD DOOR OPTION +pO �C, �-T { TYPICAL POST FRAME BUILDINGS EV : 1 is Ix s - 1 l �r s 11308 E. 1TH AVENUE . CONAL Sis AWN BY DATE VAN[E :-30-07 BULLDOG—IBC11 ExvFa[s 12/29/07 APPROVED N S CD, ® sz / / 1 sa -\ 1 ` ` TYPICAL TRUSS BOTTOM CHORD BRACING N.T.S. NOTES FOR TRUSS BOTTOM CHORD BRACING SS GABLE END TRUSS S( DOUBLE INTERIOR TRUSSES S3 2' X 4' X-BRACING @ 10'-0' O.C., OR SPACING DICTATED BY TRUSS MANUFACTURER OVER RIDES THE 10'-0' 0, C. SPACING S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. S5 TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS ri SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, N ROOF STEEL, 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT e FIELD SCREWS, 4110 x 1 1/2' AT 9' D.C. (NEXT TO HIGH RIB) N EAVE AND RIDGE PURLIN SCREWS, 4114 xl 1/2' AT BOTH SIDES DF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDEDt N ENDWALL STEEL 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT N FIELD SCREWS, 4110 x 1 1/2' e 9' O.C. <NEXT TO HIGH RIB) o BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, 4114 x 1 1/2' e BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS \O^L No . 194r ENDIAPHRAGM_ V L OS REHEADERENDWALL 6WGABLEAENDGTRUSACROSSTCHORD, / / EAVE 6 RIDGE PURLINS ON ROOF 1 37- 0 80 ] S,ONAL ti DIAPHRAGM ABOVREWSI TYPICAL SCREW PATTERN, EXCEPT AS NOTEDEXPIRES 12/29/07 STEEL SHEETING SCREW PATTERNS WAMBEKE ENGINEERING Daniel Wnnbeke, P. E. tars-4w N.T.5 TM,DcswS-'IDG Fon 509-41S-6 evm nwroexee,mco, TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS BULLDOG CON1RACTORS, INC. 11308 E. 1TH AVENUE SPOKAF VAI I WA 99906 DRAWN hY Dqv. WAMBEKE -30-07 APPROVED SUFE BULLDOG-IBC14 NTATES . . 1' 1" _ 2 — 16d NAILS --- Zu 6', 8" OR _ — 10' POST N NAILING PATTERN FOR POST LAMINATIONS 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 2' X 4' BACKER REQ'D @ 48' O.C. TREATED POST FOR BAYS LARGER THAN 11' - 16d GALV. NAILS .I EACH GIRT A �L V ' X 6' FLAT GIRT @ 24' D. C. AJ FOR 8', 10' & 11' BAYS 111111111.11Ma ': TYPICAL GIRT CONNECTION GABLE END TRUSS II 8 - 16d NAILS alS A N%t W a -, iA 8 - 16d NAILS 1 ' "i 2' X 6' X 18' X11 �i 1 BOLTING BLOCK CORNER POST S'IONAL Ee' EXPIRES 12/29/07 MIEWAMBEKE ENGINEERING 8 - 16d NAILS Daniel Wembeke. P. E. `soo"w`,:.v`,',"s Tab 939-443-006r.n'Y9-44•4 R..M e+.ew�e,ovan p 2' X 6' X 18' i GIRT CONNECTIONS, GABLE END TRUSS BOLTING BLOCK CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS DETAIL 3 BULLDOG CON1RACIORS, INC. 11308 E. 1TH AVENUE TYP. GABLE END SPOKA F VAII Y WA 99206 TRUSS CONNECTION DRAWN M LATE uv. USE BOLTING BLOCKS BELOW WAMBEKE -30-0 BULLDOG-IBCTs ALL CORNER COLUMN GIRTS APPROVED SCALE NTS N \ IJ v BSTEBIOR OR GABLE END iRI'SSES kBtl NAILS B 6' O.C. OU NAILS 2 6' O.C. ' X 6' OR 2' X B' X 4' L- L-BRACE BRACE ...rid f��� TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION R-B SECTION R-R AT INTERIOR TRUSSFS AT GABI E ENO TRUSS_ NOTE: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS® THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACING. FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT-RUN' WEB ipcip ■ %gt 1/4k9 WAMBEKE ENGINEERING Daniel Wambeke, P. E. 13Pe�`.`vrz 3' TW 509-43-4306 Fm 509-44S4a ex&Cnsvbl'4WcM A ileA TRUSS WEB MEMBER BRACING ALTERNATIVE • cf'? .4 TYPICAL POST FRAME BUILDINGS • BULLDOG CON IKAC I ORS. INC. �c'�j,®oiBBO�s'a® +A 11308 E. 1TH AVENUE IS'FONAL DIG SPOKAP E VAI I -Y. WA 99706 IDATE VE cf. BY 30-07 EXPIRES 12/29/07 APPROVED SCKE BULLDOG-IBC16I NTS Job Name: Truss ID: ST36 Qty: RRC x -La REACT SIZE RWIO TC 208 DFL 225OF-1.9E 2r6 DFL 2400E-2.0E she a based ONLY R the OR `NOF C the 5 Material shown each bean 09 WEB shearall owabl1 es are e On CEFL`FRICan) : MIS DESIGN IS THE COMPOSE per OF L/516 MEN 9-10 (LIVE) LC 1 MULTIPLE OID CASES. IF RANGERS ARE INDICATED ON THIS DRAWING, --_ T1 HEY E BASED ER. FOR MARS FLY AND 3'RAWLS FOR MULTI -PLY IRDERS. 2.5" GUN USER THE E HANGERS MUST BERE-EVALUATED (6Y OTHERS). CRITICAL WHITER 110-11 0-11 �27 { 1 60 1,60 PUP 2404 2400 2256 1256 1409 1404 18-0-0 This Designed per does t account for lg tens time dependent loading ( account creep). Building DesiRefer to ` JOintr tQC Detail Sheet for IRC/IBC Rotational Tolerance used on [Patna a anroyal ted red avanffilem s ER -1507 -ncurrent8 au documents fora 10 PSP b n - moving LoadedLoaded for 2W OA n0 SIGN g 8111 11 uE]-o2 SNOW LOAD non-concurrent CRITERIA! Designed for a post -thane building application THE PURLINS IF SPECIFIED ON THE 00TTCM CHORD MAY NOT SUPPORT ANY CEILING LOAD. THEY ARE FOR LATERAL BRACING ONLY. THESE PURLINS ARE NOT REWIRED IF A RIGID CEILING I5 DIRECTLY ATTACHED. THE APPLIED CEILING LOAD MUST BE ATTACHED AT 23 4 a0 RWBXB 14 18-0-0 56 mts design based on horsb`a an applied per the following schedule: BC 0024.0m 0 36 -to 0 0 TC REACTION(s) UPLIFT c CRC 1 Wind Non -Wind 2 160 ib This truss is designed using the Bldg ZEnaus a SpVes, Imporn Factor . 0.87 Truss Location t Importance an /Ocean LineOErn Category = C Bldg I Length . 30.00 ft3 Bldg Width . 36. W ft MeaTPI n Lowroof height l ft• 3psf 90 Designed 96 Hazard.Dead load asn Wind ForceResisting Syz en - Low-riseand Compon n and Cladding Tributary Area = 216 soft %4 8%6 6-16 B HSO714 r``,SCI14 0-96 W6%8 SAHS0510 0-9-6 61 W6X8 B2 W700 yq W ]W R4968 r 184968 U-1160 �U-1160 W4X4 S=W6X8 -0-9 D taw Il.t :.I%: prec by -r to- Wane m Ta 16 aer ;war pi Rnm .a Swan abode. sa ft 91Iestw mate. to awm n.erlep oro tf rteral Oatarm.°aW 12 FOR: 230 -Timberline Truss (WA WARNINGRead all notes on this sheet and ghee a copyWof it to the Erecting 25414 E. Rowan It has Leen on by component Insaufaclarer Neenun 4, WA 99025 namen m.earu et nt ion vmna°nonnd !plan F deans Wmm�ssxa orx are to be Allard by ne mmmnem mnawturer Snare,, beery apes CM, r0 kenrrmn°sT MIMI On Ma fear aat lamed a loading *bald by the inial bung me and the w! uw IWoum M Oman assume& Mal the eep Cam, adeTola Picea by the (color lbw slaahina and a ben. chard a Manly bead by a naa sheathing ',lanai arectlyatiaChIll SYSTEMSonward-nen that Calla maiSlite aantera 011,000 kleieed 19% ander CavieCermeCIV011aaaarrevaaa Fabale handle !nail ~ BYTRUSWALnoted among shown a fa Le'veral auppot el cerapanta mamba -softly bredue• baIna 1.09a, Th,T caaaneni 'Tot be Paad rt. aalV emaing Cnnrponants m°.p. Ise. 5N0r0p5W On555. t° TRUSPLUS 6.0 VER: T6. 5 . 52 p : Dri veXsi4_L00005_100001 Dsgnr: RM #LC = 6 2 TC Live 40.00.Ps Tc Snow 46.00,0s TC Dead s.0O ps BC Live 0.00. Ps BC Dead 1.00 Ps Bldg Code: IBC -2043 LiveDur L-1.15 P-1.15 SnowDur L=1.15 P=1.15 Rep mor Bnd / Cons / Tens 1.00/ 1.00/ 1.00 0.C_Spacing 6- 0- 0 DEFL RATIO: L/240 TC: 1/18 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 REVIEWED FC -OLE COMPLIANCE SPOKANE \'4.I s" GE INrG DIVISION TM I 0 0 t 07 _...