Loading...
2014, 09-19 Permit App BLD-2014-2253 Pole BldgSpokane Valley Community Development Department Permit Center 11703 East Sprague AvEnue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 688-0036 Fax: (509) 688-0037 oermitcenter@spokanevalley.orq (Staff Use Only) PERMIT NUMBER: PERMIT FEE: Project RESIDENTIAL CONSTRUCTION PERMIT APPLICATION ] ; NEW CONSTRUCTION ❑ ADDITION/REMODEL " ❑ DECK ❑ OTHER �] ACCESSORY BUILDING " l52 e /C416. 5101� ASV PERMIT CENTER SITE ADDRESS: ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: BUILDING OWNER NAME: NAME: r, ADDRESS: r N� c; c:\",:;��� CITY: r. PHONE: FAX: STATE: CELL: ZIP:���( CONTACT NAME: S`sy\ PHONE: FAX: CELL: CONTRACTOR NAME: C\\ vAr.g ,fir MAILING ADDRESS: CITY: STATE: ZIP: PHONE: FAX: CELL: CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: l Dimensions: y� �`��� No. of Stories: , Total Habitable Space: MainTioor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ FT: Finished a 11m nt SQ FT: Garage SQ FT: v , CC)\ Deck/Cove d Patio SQ FT: Impervious $ufface Area: 300/0 Slope on Property: �O No. ofaBedrooms: V 1 Construction Type:.(\{e k Heat Source: 1\Cy-Q, Sewer or Septic: Gl TOTAL COST OFF PROJECT: $ DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction 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) The 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: 9-19-)4.9 Updated 1-11-11 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit-_Residential_11-11-11.doc WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com September 13, 2014 Mr. Kyle Hudson ZIEGLER LUMBER COMPANY 17002 East Sprague Avenue Spokane Valley, WA 99037 SUBJECT: Dear Kyle: Project #7�{.1J'oC/%' RECEIVED SEP 19 2014 40' X 60' X 14'6" POST FRAME BUILIDNG FOR SAM COURCHAINEp9525 N:-MtSSION=AVENUE, SPOKANE VALLEY, WA SUB _ r REV. ! This post frame building has been sold for construction on Mr. Courchaine's lot in Spokane Valley using the standard post frame building plans I have prepared for Ziegler Lumber Company. The building design is based on 40 PSF roof live (snow) load, 110 MPH wind speed, Exposure B, Seismic Design Category C and 2,000 PSF allowable soil bearing pressure per the 2012 IBC. The building has 12' post spacing and 4:12 roof pitch. have reviewed the design of this building and checked it for the diaphragm design criteria used in the standard plan design. The front endwall has-two.12'..x 12' overhead doors and a 3' pass door_ There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. However, it will be necessary to install. #12 x 5/8" stitch screws @ 9" o. c. to all steel siding vertical side laps — this endwall only. The rear endwall has no openings. There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The left sidewall has no openings. The right sidewall has no openings. Sidewall openings have no effect on the lateral load resistance for this building. You may use the standard 40 PSFlive load post frame building plans for all framing details and member sizes for this building with the above exception. Please contact me if you have any additional questions about the design of this building. S)t'4erely, Gld aniel Wambeke, P.E. Enclosure DW:dw REVI .S-. ley D FOR CODE_.COMPUANCE LLEY B ALDINGIVISION FILE 9 i0y Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems 6x1020' 12'-0" 12-0" 12`0" 12-0" 6x1 SAM COURCHAINE 10'-0" - ._ 10'-0" 101-0" 101-0" —H6x16 20' 7 6x10 20' 6x10 20"- J 6x1020' J 6x10 20' u 6x8 26' u 6x8 28' BACK 24' IS SCISSOR TRUSSES u 6x6 26' n 6x8 26' 12x12 OHD 6x8 26' i 72 16 12x12 OHD 6x8 26' 6x8 26' 6x1020' C. 6x10 20' C 6x10 20' C 6x10 20' r 5,_8". 12'-3" I F- 40'-0" 3,-2" 12'-3" 601-0" THIS ENDWALL ONLY!! INSTALL #12 X 5/8" STITCH SCREWS AT 9" O. C. ON ALL STEEL SIDING VERTICAL SIDELAPS. NOTES FOR FLOOR PLAN 0 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET �2 GABLE END WALL POSTS - 6" X 6" TYPICAL DOOR POSTS - 4" X 6" TYPICAL FOOTING DIMENSIONS, B = 1'-8"; D = 3'-0" MAXIMUM POST SPACING 12'-0" S3 PURLINS @ 24" O.C„ BEARING OR JOIST HANGERS (TYPICAL) LD z -J J AS N LY J O 4 W -J SPAN PLAN VIEW N,T.S, WAMBEKE ENGINEERING Dante( Wambeke, PI E. eg, eee:,5,1" 3< Tel* S09-443-61SG FAR. : $09-448-65e2 e-,wtl dwonbekeensn.con BUILDING PLAN VIEW STANDARD POST FRAME BUILDING PLANS LIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DRAWN BY WAMBEKE DATE 2-24-08 APPROVED SCALE NTS IBC-01.40WA REV. NOTES FOR SECTION A -A 0 TYPICAL PURLIN, SEE FLOOR PLAN FOR SEZE 52 TRUSS DESIGN BY OTHERS 0 2' X 6' @ 24' O. C. 10' BAYS DF-L #2 GIRTS FLAT @ 24' O,C, 2' X 6' @ 24' 0, C,, 12' BAYS DF-L #2 GIRTS FLAT @ 24' 0,C, 0 CONCRETE FOOTING, SEE SCHEDULE SS EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS. WALLS FASTENED TO GIRTS WITH 1" LONG WOODFAST TEKS, ak.\\_*, %fp I • SEE DETAIL 2 F❑❑TING SEE DETAIL BUILDING SECTION A - A N,T,S, WAMBEKE ENGINEERING Daniel Warnbeke, P, E. 241en,:t &t9W2St Teti S09-443-6186 Fox' 509-448-6582 a -ma Evonbeke8nsncon STANDARD BUILDING SECTION STANDARD POST FRAME BUILDING PLANS LIE.GLER LUMBER COMPANY 620 EAST HOLLAND SPOKANF. WA 99218 DRAWN BY WAMBEKE DATE 2-24-08 APPROVED SCALE NTS IBC-02.40WA REV. BUILDING SPECIFICATIONS: GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2012 THE INTERNATIONAL BUILDING CODE (IBC 2012) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 40 PSF LIVE LOAD, 110 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS - ROOF LIVE LOAD = 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LIVE LOAD = 0 PSF CEILING DEAD LOAD = 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 BASED ON IBC TABLE 1806.2. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'a = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PUCE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-11. 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 PRESERVATIVE TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED DIMENSION LUMBER 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. POSTS SHALL BE TAGGED FOR AND CONFORM TO AWPA CATEGORY UC4B FOR BELOW GRADE USE. 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 ksl. 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 Er 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 OF WASHINGTON. TRUSS LOADING: TOP CHORD LIVE LOAD = 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF WAMBEKE ENGINEERING* Danlel Wambeke, P. E. 2So Hann V}A° 992 3 TAi 309-443-6186 Fav, 509-448-6582 a-mI( dranbekePnsncon 2012 IBC SPECIFICATIONS FOR TYPICAL POST FRAME BUILDINGS LIEbL R LUMBER COMPANY 620 EAST HOLLAND SPOKANF. WA 99218 DRAWN BY WAMBEKE DATE i-08-10 APPROVED SCALE NTS IBC03-40WA REV. NOTES FOR FOOTING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING © UNDISTURBED SOIL cti ® GRADE • es FOOTING DETAIL N,TS. CLEARANCE WAMBEKE ENGINEERING Daniel Wambeke, P. E. WkW,R119W Teb 509-443-6186 Fax 509-446-6,82 dienbekeensneom STANDARD FOOTING DETAILS STANDARD POST FRAME BUILDING PLANS L[LGLER LUMBER COMPANY 620 EAST HOLLAND SPOKAN E. WA 99218 DRAWN BY WAMBEKE DATE 2-24-08 APPROVED SCALE NTS IBC04 REV. POST/FOOTING SCHEDULE 36' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 30" 3'-0" NO 0.51 10'-0" 10'-0" 6" X 6" 30" 3'-0" NO 0.51 10'-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.51 10'-0" 14'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.51 10'-0" 16'-0" 6" X 8" 30" 3'-0" NO 0.51 10'-0" 18'-0" 6" X 8"W/2" X 6" 30" 3'-0" NO 0.51 10'-0" 20'-0" 6" X 10" 30" 3'-0" NO 0.51 10'-0" 22'-0" 6" X 10" W/2" X 6" 30" 3'-2" NO 0.58 10'-0" 24'-0" 6" X 12" 30" 3'-6" NO 0.64 12-0" 8'-0" 6" X 6" 32" 3'-0" NO 0.62 12-0" 10'-0" 6" X 6" 32" 3'-0" NO 0.62 12-0" 12'-0" 6" X 6" W/2" X 6" 32" 3'-0" NO 0.62 12-0" 14'-0" 6" X 8" 32" 3'-O" _. NO 0.62 12-0" 16'-0" 6" X 8" W/2" X 6" 32" 3'-0" NO 0.62 12-0" 18'-0" 6" X 10" 32" 3'-0" NO 0.62 12-0" 20'-0" 6" X 10" W/2" X 6" 32" 3'-0" NO 0.62 12-0" 22'-0" 6" X 12" 32" 3'-3" NO 0.67 12-0" 24'-0" 6" X 12" W/2" X 6" 32" 3'-6" NO 0.72 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 15'-0" WALL HEIGHT. ABOVE 15'-0" 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 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 15'-0". ABOVE 15'-0" WALL HEIGHT, FOOTINGS SHALL BE 24"95 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONSTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". 7,T WAMBEKE ENGINERING j Dnlel Wambeke, PEsookoAsVst 9¢zrt 1(AS$r Trb 509-443-6166 F' 509-448-6582 a-h tlsonbeke&sn<on 'PSF E L.L. FOOTINGSZES STANDARD POST FRAME BUILDING PLANS 7`L11:6`CLR LUMBER COMPANY 620 EAST HOLLAND 86 NAL C05-36.40WAREV NTS NRLIN �erHODD NAeCryCN S2 N°2• kiNc ELpt 12• —wain e `1 JPIT ' 110 HfTHO tce D '8• rtON yODpNNeCrzoN DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT NOTES FOR CONNFCTION PFTAII @ MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER SQ PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/C3) 16d NAILS @ NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. @ MANUFACTURED TRUSS - NAIL TO EACH SIDE OF POST WITH.4 - 16d NAILS ON TOP NAILING BLOCK CS�S WOOD POST, SEE POST/FOOTING SCHEDULE. 0 4 - l0d NAILS m 41) SOLI➢ BLOCKING AT CONNECTION POINTS, TYP, PURLIN, SEE FLOOR PLAN FOR SIZE 0 2' X 6' OR 2' X 8' EAVE GIRT 0 KNEE BRACE, IF REQ'D. SEE POST SCHEDULE 43) AND DETAIL 2 2' X 6' X 24' OR 2' 1 - 3/4' 0 MACHINE 1 - 3/4' 0 MACHINE 1 - 3/4' 0 MACHINE 2 - 3/4' 0 M. BOLT 3 - 3/4' 0 M. BOLT 4 - 3/4' 0 M. BOLT 5 - 3/4' 0 M. BOLT 0 4 - 16d NAILS X 8' X 24' BLOCK BOLT THRU TRUSS T. CHORD BOLT THRU KNEE BRACE BOLT THRU BOLTING BLOCK BOLTING BLOCK - 24' 6 30' B BOLTING BLOCK - 36' 6 40' 2 BOLTING BLOCK - 50' 8 BOLTING BLOCK - 60' PURLIN CONNECTION METHODS' A), PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STD. SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN, C), PURLINS MAY BE LAPPED AND NAILED W/C3) 16dNAILS, ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE IF PURLIN W/(1) 16d NAIL INTO EACH TOP CHORD MEMBER WAMBEKE ENGINEERING Dnnlel War*eke, P. E. eaar&stag. Te8 E09-443-6186 Epic S09-448-6382 a-rce deanhekeensn<pn TRUSS - COLUMN CONNECTION PURLIN CONNECTION METHODS STANDARD POST FRAME BUILDING PLANS LILGLE.k LUMBLR COMPANY 620 EAST HOLLAND SPOKAN F. WA 99718 DRAWN BY WAMBEKE DATE 2-24-08 APPROVED SCALE NTS IBC06 REV. TYPICAL SIDE ELEVATION N.T.S. WAMBEKE ENGINEERING Daniel ➢aniel Wcmbeke, P. E. 2Spokaee, VA 99gEe Tel. S09-443-6186 Fax. 509-448-6982 e-aM tltonbeke0nsncon TYPICAL SIDE ELEVATION STANDARD POST FRAME BUILDING PLANS LIEGLU LIIMS R COMPANY 620 EAST HOLLAND SPOKADF. WA 99718 DRAWN 8Y WAMBEKE DATE 2-24-08 APPROVED SCALE NTS IBC08A REV. SEE DETAI /-c''' . DOUBLE OVE HEAD DOOR OPTION OPTIONAL FRONT ELEVATION NOTES FOR OPTIONAL FRONT ELEVATIONS 0 GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER 0 2" X 108 HEADER UP TO 12' 0" DOORS 2" X 12" HEADER UP TO 20' 0" DOORS 0 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. WAMBEKE ENGINEERING Daniel Wanbeke, P. E. s000k>ne,VA't992e3t Tell 509-443-6106 Fun 509-449-6582 a -mil tlennbekeErssneon FRONT ELEVATION. DOUBLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS LTEGLLR LUMBER COMPANY 620 EAST HOLLAND SPOKANF. WA 99218 DRAWN BY WAMBEKE DATE 2-24-08 APPROVED SCALE NTS IBC1 1 REV. 12 /43) CS S3 3068 MAND❑❑R ❑PTI❑N C>� OPTIONAL FRONT ELEVATION OPENING N,T,S, NOTES FOR OPTIONAL FRONT ELEVATIONS S1 GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER S2 2" X 10" HEADER UP TO 12' 0" DOORS 2" X 12" HEADER UP TO 20' 0" DOORS n 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, S6 2" X 4" WINDOW JAMB WAMBEKE 'ENGINEERINIG➢�t Daniel Wambeke, P, E. aSpokane, vA 99221r1 Tx4 509-443-6186 Fax. 509-448-6562 e-ne0 dwarbekeensncon FRONT ELEVATION PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS LIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA ''99218 DRAWN BY WAMBEKE DATE 2-24-08 APPROVED SCALE NTS IBC12 REV 1 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING 0. GABLE END TRUSS 0 DOUBLE INTERIOR TRUSSES 0 GABLE END POST 0 2" X 4" BOTTOM CHORD BRACING @ 10' 0" O.C. SS 2" X 3" BLOCK WITH 4 - l0d NAILS TO BOTTOM CHORD BRACE SHFATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED! Ni ROOF STEEL: 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT * FIELD SCREWS! #10 x 1 1/2' AT 9' 0.C, (NEXT TO HIGH RIB - EACH PURLIN EAVE AND RIDGE PURLIN SCREWS' #14 xi 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED ENDWALL STEEL) 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT �+ FIELD SCREWS! 4410 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB) * BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS! #14 x 1 1/2' 2 BOTH SIDES OF EACH MAJOR RIB, DIAPHRAGM SCREWS DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF MOS DIAPHRAGM I NOTED ABOVEREWS) TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS N,T,S N.T.S. WAMBEKE ENGINEERI,NGD Daniel Warnbeke, P. E. sackA„e, J,A` 9Sr2S Tel 509-443-6196 Row 9W-448-6502 enAR d.onbeke0asn.con TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS LIEGLkk LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DRAWN BY WAMBEKE DATE 2-24-08 APPROVED SCALE NTS IBC14 REV. - 16d NAILS 6", 8" OR 10" POST 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 TREATED POST TYPICAL G GABLE END TRUSS - 16d NAILS 2' X 6" X 18" BOLTING BLOCK 2' X 4' BACKER REQ'D @ 48' O.C. FOR BAYS LARGER THAN 11' - 16d GALV, NAILS EACH GIRT 2' X 6' FLAT GIRT @ 24' 0, C. FOR 8', 10' & 11' BAYS RT CONNECTION - 16d NAILS CORNER POST - 16d NAILS 2' X 6" X 18" BOLTING BLOCK DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS WAMBEKE ENGINEERING Daniel Wambeke, P. E. sToko.tsns9a1 Tell 509-443-6186 Fan 509-448-6582 a -nail Ueubekeensecan GIRT CONNECTIONS, GABLE END TRUSS CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS LIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANF, WA 99218 DRAWN BY WAMBEKE DATE 2-24-08 APPROVED SCALE NTS IBC 15 REV, ALTERNATE TRUSS WEB BRACING SYSTEM INTERIOR OR GABLE END TRUSSES Od NAILS 8 6' U C. 'X6'OR2'X8' L-BRACE TRUSS WEB MEMBER SECTION B-B AT INTERIOR TRUSSES 06 NAILS 8 6' O.C, 5L1 X4'-BRACE WEB MEMBER SECTION R-B AT GABLE END 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 WAMBEKE ENGINEERING Dnnle1 Wambeke, P, E. z69,1 eww, A <99C 223t Teb 509-443-6186 Fax, 509-443-6982 a-rw5 dwanbekeQnsncon TRUSS WEB MEMBER BRACING ALTERNATIVE TYPICAL POST FRAME BUILDINGS LIEGLEJ-LUMS R COMPANY 620 EAST HOLLAND SPOKAN.F. WA 99218 DRAWN 8Y WAMBEKE DATE 2-24-08 APPROVED SCALE NTS IBC16 REV. PURLIN HEtHOD NNE NOTE: THIS BUILDING DOES NOT REQUIRE KNEE BRACES DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT AT EAVE OVERHANG NOTES FOR CONNECTION DETAIL SI MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/(3) 16d NAILS ©3 NAIL STRUT TO TOP CHORD W/(3) 16d rIUN NAILS EACH SIDE, 0 MANUFACTURED TRUSS - BOLT TO POST WITH 3/4'0 MACHINE BOLT ON TOP OF NAILING BLOCK 0 WOOD POST, SEE PLAN VIEW S6 4 - 1061 NAILS ® SOLID BLOCKING AT CONNECTION POINTS, TYP. PURLIN, 2' X 8' DF-L tt2 @ 12' O. C, 2' X 8' EAVE GIRT KNEE BRACES NOT REQUIRED 2' X 6' X 24' BLOCK - 3/4' 0 MACHINE BOLT THRU 1 - 3/4' 0 MACHINE BOLT THRU 1 - 3/4' 0 MACHINE BOLT THRU 2 - 3/4' 0 M. BOLT 2 BOLTING 3 - 3/4' 0 M, BOLT e BOLTING 4 - 3/4' 0 M. BOLT a BOLTING 5 - 3/4' 0 M, BOLT 2 BOLTING 0 4 - 16d NAILS 0 3/4'0 MACHINE BOLT PURLIN CONNECTION METHODS' A), PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STD, SIMPSON JOIST HANGERS OR EQUAL. B), PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN, C), PURLINS MAY BE LAPPED AND NAILED W/(3) 160INAILS, ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN WAD 16d NAIL INTO EACH TOP CHORD MEMBER TRUSS T, CHORD KNEE BRACE BOLTING BLOCK BLOCK - 24' & 30' BLOCK - 36' & 40' BLOCK - 50' BLOCK - 60' WAMBEKE ENGINEERING Daniel Warobeke, P. E. Eio ke:`,,,A"990? Teti S09-443-6106 Fax. 509-448-6582 e-not tlsenbeke2nsn<an EAVE OVERHANG FOR POST FRAME BUILDINGS LIEGLEK LUMBER COMPANY 620 EAST HOLLAND SPOKANF WA 99218 DRAWN BY WAMBEKE DATE 2-24-0E APPROVED SCALE 3/16' • 1-0• EAVE.OVERHANG REV,