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2003, 06-23 Permit App: BD03-677 Pole BuildingCity of SPOKANE VALLEY IE6L[IME JUN 2 32003 Dip p Phone FAX Inspection 6D 03_'77 PLICATION 688-0036 688-0037 688-0054 Box 1 OWNER; i , hE \ rJOB LOCATION /22 / • 4Tof(t J5 o 4D OWNER'S ADDRESS \1 . i� tl��� CITY `'�(� Q((jo- ST. A PHONE ;i`3 -a5(7 � p t DESCRIBE JOB ?>C . K 3(- nE `4-c‘ THIS PROPERTY IS OWNED BY: SINGLE/MARRIED/ PARTNERSHIP CORP. BOX 2 CONTRACTOR'S NAME PHONE CONTRACTOR'S ADDRESS CITY CONTRACTOR'S REG.# EXPIRATION DATE (CARD MUST BE PRESENTED AND COPIED OR VERIFIED) BOX 3 CONTACT PERSON OF PROJECT 5 PHONE '613 ,LSC I ADDRESS CITY ZIP BOX 4 SEWER AVAILABILITY WATER AVAILABILITY BOX 5 ESTIMATED PROJECT COST $ '3 3C - i EXISTING BLDG. VALUATION $ BOX 6 PROPERTY TAX ACCOUNT NUMBER LEGAL DESCRIPTION (IF NECESSARY, PLEASE SUBMIT A SEPARATEr(PAGE WITH THE LEGAL DESCRIPTION) CENSUS NUMBER LOT NUMBER ,:�YJ BOX 7 BUILDING SQUARE FOOTAGE (Existing / proposed) 1ST FLOOR / 3RD FLOOR / OTHER / BASEMENT UNFINISHED / DECK BASEMENT FINISHED 2ND FLOOR / / GARAGE / CARPORT / TOTAL / HEIGHT TO PEAK OF BUILDING FT. BOX 8 ( ) SINGLE FAtv,ltY ( ) MULTIFAMILY (NO. OF UNITS ( ) COMMERCIAL / INDUSTRIAL ( ) TENANT IMPROVEMENT ( ) NEW CONSTRUCTION ( ) EXISTING STRUCTURE TOTAL AREA OF PROPERTY SQ. FT. IMPERVIOUS SURFACE SQ. FT. BOX 9 PLUMBING FIXTURES (Including rough -ins) MECHANICAL APPLIANCES PLEASE USE THE ATTACHED PLUMBING / MECHANICAL FORM FOR THE LISTING OF ALL APPLIANCES, SYSTEMS, HEATING AND AIR UNITS, FIREPLACE INSERTS, WATER HEATERS, CONVERSION BURNERS, LAWN SPRINKLER SYSTEMS, BACK FLOW PREVENTERS, ET AL. BOX 10 Water Service meter size (if known) Also see BOX 4 BOX 11 Septic Tank — Not generally allowed in the City of Spokane Valley. For special circumstances contact Your sewer purveyor and the Health District (See BOX 4) BOX 12 Street use may require a " Street Use Permit" for sewer, water, sidewalks, curb cuts. Contact the Public Works Department. I VERIFY UNDER THE PENALTY OF PERJURY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT TO THE BEST OF Y KNOWLEDGE AND FURTHER THAT I AM AUTHORIZED BY THE OWNER OF THE ABOVE PREMISES TO PERFM THE WORK FOR WHICH THE APPLICATION IS MADE. OWNER / AGENT ' .1�I� � f\; �; DATE 6 (OVER) s-vappbp 4-16-03 ° CITY COPY _Y ti 0 8 Q 1 /O (� 2 8414 70 7o' 7o g/4 I' /,.3 /2 v 74$ go /6 ® r 31753 /5 © 8 J17.72 _ /4 © _ ® 9 /3 `r $ro RR Gs 104 97 7' 9 Iwo —7 104 i0 fi I F;(---r(z—C—Izi 1 Ci al CITY COPY J /0 _ ILA 111 D ECE JUN 2 3 UM RI 1I APP ■ - MT COPY NOTES FOR FLOOR PLAN 0 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET 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' ❑.C., BEARING OR JOIST HANGERS (TYPICAL) CITY COPY A w z I-- J In A a _,e__— ir_— -r-�— V) V)Q z to z A z 0 Z w << J a J p J --1 J = J = _J =L1cz ix J Q. LJ Q. LJ Q_ > a L_ > . > . JIn I X L,_ o x L� p X 0N_ X v CD N fn N fn .- N O ~ N O LJ W LJ N C' o N w L.,.= M = c� = J D a a / a / ; F -L Z '- Z N .-� n .- Q 1- Z J J >- J }.J a 1-- Q! 1 __I C..) L) D i Q I a = Q. U Q_F- o �D C] O �D C7 O ."D O O c I I X o X o X N X C- N CV C") [al C') 0_, fn N ru 0, SPAN 2 APPROVED BYE / DOUBLE TRUSSES D V1BLE TRUSSES SINGLE TRUSS n 571 \--® Nt_® PLAN VIEW N.T.S. WAMBEKE ENGINEERING pnniel 2Yf`223` Varibeke, P. E. 2913 East VA99 Tea 509-443-6186 Fax, 509-448-6582 e-na1 tlhrunDekelnsncon BUILDING PLAN VIEW STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN DT VAMBEKE DATE 2-03-03 APPROVED SCALE NTS COOK—IBC01 REV. SEE DETAIL 1 400 12 *�i NOTES FOR SECTION A -A 0 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE 52 TRUSS DESIGN BY OTHERS 0 2' X 6' @ 24' 0. C.; 10' BAYS 2' X 6' @ 24' 0. C., 12' BAYS DF -L #2 GIRTS FLAT @ 24' O.C. 0 CONCRETE FOOTING,, SEE SCHEDULE S5 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. Q B 5 SEE FOOTING DETAIL BUILDING SECTION A - A N.T.S. WAMBEKE ENGINEERING Daniel Wartbeke, P. E. 2913 East 61st Court Tea 509-443-6186 far 509-448-6582 enol daanbekeensnco, STANDARD BUILDING SECTION STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN DT DATE WAMBEKE ?-03-03 APPROVED SCALE NTS COOK—IBCO2 REV. BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2000 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC2000), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 40 PSF LIVE LOAD,90 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN GROUP B. DESIGN LOADS — ROOF LL = 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 SANDY GRAVEL AND/OR GRAVEL SOILS OF 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 318-92. WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19X BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF IBC 2000. ALL NAILS INTO TREATED WOOD SHALL BE HOT—DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE COPPER OR STAINLESS STEEL. TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C1 THROUGH C28. . 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, GACKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 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 IDAHO. TRUSS LOADING: TOP CHORD LIVE LOAD = 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF WAMBEKE ENGINEERING Daniel Warlbeke, P. E. 2S�ar` 61st 99223 t Trl. 509-443-6186 far 309-448-6582 e -rot d.nnerke!*snton SPECIFICATIONS FOR TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAVN DY DATE VAMBEKE ?-03-03 APPROVED SCALE NTS COOK—IBC03 REV. NOTES FOR FOOTING DETAIL TREATED PASTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING @ UNDISTURBED SAIL FOOTING DETAIL N.T.S. WAMBEKE ENGINEERING Daniel Var,beke, P. E. 2Spokane, VAst9922 ` T,4 509-443-6186 Fan 509-448-6502 rrol duanetkrNnn[on STANDARD FOOTING DETAILS STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE VAMBEKE ?-03-03 APPROVED SCALE NTS COOK-)BC04 REV. POST/FOOTING SCHEDULE 12' - 24' 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" 18" 3'-0" NO 0.2 10'-0" 10'-0" 6" X 6" 18" 3'-0" NO 0.2 10'-0" 12'-0" 6" X 6" 18" 3'-0" NO 0.2 10'-0" 14'-0" 6" X 6" W/2" X 6" 18" 3'-0" NO 0.2 10'-0" 16'-0" 6" X 6" W/2" X 6" 20" 3'-0" NO 0.24 10'-0" 18'-0" 6" X 8" W/2" X 6" 20" 3'-0" NQ 0.24 10'-0" 20'-0" 6" X 8" W/2" X 6" 21" 3'-0" NO 0.27 12-0" 8'-0" 6" X 6" 22" 3'-0" NO 0.29 12-0" 10'-0" 6" X 6" 22" 3'-0" NO 0.29 12-0" 12'-0" 6" X 6" W/2" X 6" 22" 3'-0" NO 0.29 12-0" 14'-C" 6" X 6" W/2" X 6" 22" 3'-0" NO 0.29 12-0" 16'-0" 6" X 8" 22" 3'-0" NO 0.29 12-0" 18'-0" 6" X 8"W/2" X 6" 22" 3'-0" NO 0.29 12'-0" 20'-0" 6" X 10" 24" 3'-2" NO 0.35 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 18'-0" WALL HEIGHT. ABOVE 18' 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 18'-0". ABOVE 18' 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". WAMBEKE ENGINEERING 2913 East 61st Court Daniel Waribeke, P. E. spoken. VA 99223 Tel509-113-6186 Per 509-448-6582 ip-nak dhlaroekeensKo^ POST & FOOTING SIZES 12' TO 24' SPANS — 40 PSF L.L. STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN DY DATE VAMBEKE ?-03-03 APPROVED SCALE COOK -18005-24 NTS REV. PURLIN CONNECTION METHODS: A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPS❑N JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN. C). PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS. ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER PURLIN MIT"OD Nl eCTION MENOD NCECr10N S3 S7 L 1 NOTES FOR CONNECTION DETAIL S1 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS 0 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. j MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. ;I WOOD POST, SEE POST/FOOTING SCHEDULE. S6 3/4'0 MACHINE BOLT OR 4 - 16d NAILS S7 SOLID BLOCKING AT CONNECTION POINTS. S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' TOP GIRT DETAIL 1 - TRUSS COLUMN SUPPORT WAMBEKE ENGINEERING 2913 East 61st Cart CONNECTION, PURLIN S\ONAL T.S. Daniel Warobeke, P. E. Spokane, VA 99223 Tel. 509-443-6186 rax. 509-448-6582 mall deanbekeh,sncon TRUSS - COLUMN CONNECTION PURLIN CONNECTION METHODS STANDARD POST FRAME BUILDING PLANS C00K'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN DY DATE WAMBEKE 2_23_03 COOK-IBC06 APPROVED SCALE NTS REV. NOTES FOR DETAIL 2— KNEEBRACE 0 TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS 0 2' X 6' ON EACH SIDE, (2) 2' X 3' BLOCKING 0 WOOD POST, SEE POST/FOOTING SCHEDULE SS 6 — 16c1 NAILS DETAIL 2 - KNEE BRACE N.T.S. NOTES: 1). KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. WAMBEKE ENGINEERING Daniel Warlbeke, P. E. 2Sockanne, astVAse999�e Teb 509-113-6186 far 509-448-6382 e-nall tivenbekeensncon STANDARD KNEE BRACE CONNECTION USE WHEN REQUIRED STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAVN DT DATE WAMBEKE 2-23-03 APPROVED SCALE NTS COOK—IBC07 REV. OVERHEAD DOOR OPENING SLIDING DOOR OPENING /% /\/ / /%/ / // /V TYPICAL SIDE ELEVATION N.T.S. NOTES FOR SIDE ELEVATION 0 2' X 8' HEADER 0 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS WAMBEKE ENGINEERING 2Soae:<�, Daniel Vanbeke, P. E. pkn, VA99 Tel. 509-443-6186 fan 309-449-6382 e-nnI deuMekeensnco' TYPICAL SIDE ELEVATION STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY VAMBEKE DATE 2-23-03 APPROVED SCALE NTS COOK—IBC08 REV. 12 4 ‘10A7t4o4 1 20' 0' MAXIMUM SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION S1 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D S2 2' X 10' HEADER 0 2' X 6' GIRTS @ 24' 0.C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' B.C., 12' BAYS, DF -L #2 0 2' X 8' FACIA BOARDS 0 TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT WAMBEKE ENGINEERING Daniel Wambeke, P. E. sPa•aust VAst9Court TO 509-443-6186 fax. 509-448-6382 a -n.8 d.enbekelnsncon FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAVN DY DATE WAMBEKE ?-23-03 APPROVED SCALE NTS COOK—IBC09 REV. 1 SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS 0 HALF TRUSS DESIGN BY OTHERS 0 2' X 10" HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' 0 2' X 6' HEADER 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. 0 DOUBLE 2" X 6' KINGPOST WAMBEKE ENGINEERING Daniel Waribeke, P. E. 2Spokane, tVAs`99223t Tel. 509-443-6186 raw, 509-448-6382 e-nnI U.a bekeMsnca. FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN •Y DATE WAMBEKE ?-23-03 APPROVED SCALE NTS COOK —IBC 10 REV. DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION . N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS 0 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS 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. 0 DOUBLE 2' X 6' KINGPOST WAMBEKE ENGINEERING 29t Daniel Waribeke, P. E. spokanetVAs`99223 Te1. 509-443-6186 far 509-448-6582 e-nnI decnbekelnsnton FRONT ELEVATION DOUBLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAVN HY DATE REV. WAMBEKE ?-23-03 APPROVED SCALE NTS COOK—IBC1 1 3068 MANDOOR OPTION 3 '-DOOR OPENING OPTIONAL FRONT ELEVATION N.T.S. N❑TES F❑R ❑PTI❑NAL FR❑NT ELEVATIONS HALF TRUSS DESIGN BY OTHERS 2' X 6' HEADER 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER. 6' X 6' D❑OR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. WAMBEKE ENGINEERING Daniet Vambeke, P. E. 2913 Cosi VAst99 23t Tel 509-443-6186 fav 509-448-6582 e-nall Wanbekelnsncon FRONT ELEVATION PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN DY DATE VANBEKE ?-23-03 APPROVED SCALE NTS COOK—IBC 12 REV. 1 7 SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' 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. SS DOUBLE 2' X 6' KINGPOST cosoNAL ��G\STE9.c_ 4,�%U 4974 x;91 OF 6Z wA0 WAMBEKE ENGINEERING 2913 East 61st Court Daniel Varlbeke, P. E. Spoken., VA 99223 Tel. 509-443-6186 rain 509-448-6582 e -,.I tl.enbekeenv"com FRONT ELEVATION SINGLE SLIDING DOOR OPTION TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN DY DATE VAMBEKE ?-23-03 APPROVED SCALE NTS COOK—IBC13 REV. 0 S2 -\ TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING S1 GABLE END TRUSS S2 DOUBLE INTERIOR TRUSSES 0 2' X 4' X -BRACING @ 10' 0' O.C. 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' -O.C. SS TOENAIL BRACES TO TRUSSES WITH 3 - lOd NAILS N.T.S. WAMBEKE ENGINEERING 2913 Cost 61st Cart Dnnlel Wnrlbeke, P. E. Spoken* VA 99223 TO 509-443-6186 Pan 509-449-6582 a -nal d.anbekeN.sncon TRUSS BOTTOM CHORD BRACING TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY WAMBEKE APPROVED DATE °-23-03 SCALE NTS COOK -18C14 REV. • (1J ..,111 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 8E SPLICED ABOVE MID HEIGHT OF COLUMN - 16d NAILS 6', 8' OR 10' POST 16d NAILS GABLE END TRUSS TREATED POST 4 - 16d GALV, NAILS EACH GIRT 2' X 6' X 18' BOLTING BLOCK 2' X 6' X 18' BOLTING BLOCK 2' X 6' GIRT (FLAT) TYPICAL GIRT CONNECTION 8 - 16d NAILS CORNER POST DETAIL 3 - 16d NAILS TYP. GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS WAMBEKE ENGINEERING 2Soe`vs:2`Daniel Warbeke, P. E. pkni*992 TO 509-443-6186 F,.. 309-448-6382 t -..d dva"beke!*sntOn GIRT CONNECTIONS, GABLE END TRUSS CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO >FCAVN BY DATE AMBEKE ,-23-O3 D SCALE NTS COOK—IBC1 5 REV. INTERIOR OR GABLE END TRUSSES Od NAILS e 6' O.C. ' X 6' OR 2' X 8' L -BRACE Od NAILS E 6' O.C. ' X 4' L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION B -B AT INTERIOR TRUSSES SFCTIC)N R -R, AT GABLE END TRUSS NOTE: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS ASIS 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 ENGINEERINGt pnniel Wnr'beke, P. E. Spokane VA 99223 TO 509-443-61B6 Frio 309-448-6582 e-.. I deanbeke8nvmco^ TRUSS WEB MEMBER BRACING ALTERNATIVE TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE ?-23-03 APPROVED SCALE NTS COOK—W16 REV.