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2004, 10-12 Permit App: BLD-04-07906 Garage • BUILDING PERMIT APPLICATION WORKSHEET SHY Ora City of Spokane Valley Community Development ment Department ne Building Division 40,00Valle . Sprague Avenue, Suite 106 ev Spokane Valley, WA 99206 Phone: (509) 688-0036;Fax: (509) 688-0037 REQUIRED SITE INFORMATION Street Address: C, g J, a , 1 1 t Assessor's Tax Parcel Number(s): `t 1 . e ' Legal Description: t PERMIT DESCRIPTION: 30 k hiOk JD Pte. in ruilding Permit ❑ Change in Use ❑ Grading ❑ Manufactured Home ❑ Relocation ❑ Tenant Improvement ❑ Fire Safety ❑ Other OWNER/APPLICANT INFORMATION ❑ Owner: Kars( �t,brad ❑ Applicant: Coo hi Tel Phone: 3JH-5,63 Fax: Phone: Fax: Address: 6,1/8 A. La" Address: Spokoe. va61, 1 wA 2p C' State Zip Code City State Zip Code ftContra tg • Goo 1S5 .14te, ❑ Architect: ct(( Phone: - 2663 Fax: Phone: Fax: ddress: ?80 N.cad 5k. /o 4 Address: (a°'' Po5k. WI rzt g 3V,5H 514J� State Zip Code City State Zip Code WA State Contractor License #: Contact: �e� - 1t cow — Le3q- gar4 PERMIT/BUILDING INFORMATION _ HEIGHT TQ.-_PEAKj DIMENSIQN : x 'YC� tk /D i #.OF STORIES: MAIN FLOOR TO SQ. FTG: 2""FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG' f DECK/COV. PATIO SQ. FTG: OCCUPANCY GROUP: CONSTIJCTlOS t � P: HEAT SOURCE: #OF BEDROOMS: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: COST OF PROJECT: _ 30%SLOPES ON PROPERTY: SEWER OR ON +I " EPTIC I ,cam• SYSTEM? S C7(4CF _ MANUFACTURED HOME Width: Length: Year: Pit Set: Manufacturer: RELOCATION Previous Address: Proposed Use: FIRE SAFETY Fire Sprinkler: # of Heads: Fire Alarm: Paint Booth: Tent: Fireworks Display: Blasting: Date/Time: Valuation: Above/Underground Storage Tank Size: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Phone: Fax: Address: City State Zip Inspector: Phone: Fax: Address: City State Zip SPECIAL INSPECTIONS ❑ BOLTING ❑ CONCRETE ❑ REINFORCEMENT ❑ WELDING Firm Name: Phone: Fax: Inspector(s): DISCLAIMER 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. Owners-hip of resultingdevelopment rights granted byany issued permit inur- •-the pro -own r. P P 9 Y P P y Print Name ‘-- eNN-' 1\L .)& 16• Signature —!, Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard#: Expires: VIN#: Authorized Signature: • E • b r ADORES�'10(-(,6- `�� z 2)1 ZONE (/'�- -:) 0 crri yy --R P 9 c- COMMENTS L.- Z ' ►. .* ix v� T.- lt REVIEWED BY l Y1 _ / W k C)cg)0 . F") —77 . • 77 r . wor3 ---) t(D -,2).4-....'\ • i ).... r• . . - U-3. 1-. ( c G O --� e,--> 4 ' OCA ))- r n ce° This site plan is being submitted for the purpose of obtaining a building permit and is a true and correct , J..--.)_ ' representation of the proposal. All known property , • lines/dimensions,curb lines,structures and easements •have been ident#i •. AlsMr ndicated er wetlands. bodies ow/ i orother areas. • z Signe: .:_. , Date: ' r I ' ©4. . Customer Informattign Customer Name K 311 Lc 6 re-4- 4 - L..5.5.3 Address G 11 g E. i *-t ome Phone(, O , .jo SPO 44 wA- ❑Work Phone City.ST.Zip q•(4 oZ f a_ ❑Cell Phone Buildingres Site C ESM post- �,.((s Address Directions to site iI Itery____ (LA a l� Gi 'Tc�� SPAl �t Efi4- . ) o rbw`4 ❑Cunt oo P, 'to s e il,o,Q`1 _ M R+ ��rv� ST.Zip e- f ` . t...�J-�cy e'EM • Legal Description A- o' 115 i•+• a b LOC -.S . Tvs y 1 ori Fcs--e1'n . 5i-el 0 4� 'i-kod- % }-- '•-car r`S v\.-4-o 1_ 4-vx • Parcel# 3 cS ( 3 . 09 3 '( G ( I B 6. t ate,. )ol 1 3a' &ro T t ipr 1 libilli ! 1 40' T — 14111911.111111........MI°WP L = . i . _ . - Q. • t this symbol to mark two(2)corners(one side or one end)of the building.These two(2)corners should also be marked at the building site.The building crew will use ®Usehey these to place the building. Indicate any and all critical alignment issues related to placement of the building. NOTES FOR FLOOR PLAN S1 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET 02 GABLE• END WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSI❑NS, B = 1'-8'; D = 3'-0' MAXIMUM POST SPACING 12'-0' 0 PURLINS @ 24' ❑.C., BEARING OR JOIST HANGERS (TYPICAL) A SPAN W 1C n W A , -11, J NQ DOUBLE TRUSSES —E z Q z Q Zo W J o J E J--I J> D J � J DW QrJ d W EL W - ? d L.,_ W J o j o �O L o 00 o A I X W o X Li... o X� X� 00 (U 0 .-, (U 0 .9 N CU ••u Q o- a o o •.:1- V) LI CO c o vc NN D annWIRLE TRUSSES _ ___E/ Ja - -/—u--,_, /-- -o-- - El - - - 0 U N U Nd M , i zJ a_ zJ ' z>- (Z)--I A 3 AA >' >- J Q' I— Ce I— Q' I 'J © 1 0 0 D �� a_ I a I dci RIr- o `D t O o �D C7 o 0 0 0 • l , Ix o X o XN U co © \ \ N Co (u (L I + (LJ .N-, Xcu C7 N (91 0 Cal N 01 0 N(U D mi SINGLE TRUSS R / / / / IR PLAN VIEW N.T.S. `�1�I' W44 WAMBEKE ENGINEERING C�' of � r `� Daniel Waribeke P. E. x•13 virt /tillit T / Tel,509-443-6186 fan 509-448-6582 emit deanbekelnsncow go, ,�• BUILDING PLAN VIEW .d .__ u%-, .,. STANDARD POST FRAME BUILDING PLANS 16 O 18067 COOK'S INC. STEEL BUILDINGS SSION AL # POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE 6-30-04 EXPIRES 12/29/05 APPROVED SCALE COOK-16(01 NTS SEE DETAIL . 1 12SEE ';/. DETAIL DETAIL 4 � .$� ``' , sigill ��® ��. 11414 z •5°'� n NOTES FOR SECTION A-A • __.1 O TYPICAL PURLIN, SEE FLOOR o Sl PLAN FOR SIZE ' LI S2 TRUSS DESIGN BY OTHERSL7 -1 a Z A S3 2' X 6' @ 24' O. C.) 10' BAYS '� DF-L #2 GIRTS FLAT @ 24' O.C. i p = F 2' X6' @ 24' ❑. C., 12' BAYS . SEE IF El U DF-L #1 GIRTS FLAT @ 24' O.C. DETAIL L— OR 2' X 6' DF-L #2 GIRTS FLAT 2} 9 W f WITH 2' X 4' BACKERS @ 48' ❑. C. Li 0 CONCRETE FO❑TING, SEE SCHEDULE —,-5-7.-,--. 0 EXTEND POST TO TOP OF PURLIN ---. �� ROOF FASTENED TO PURLINS WITH 1 1/2' LONG W❑ODFAST TEKS. �' Q •_� 40 .- WALLS FASTENED TO L'' ±`' ''`' GIRTS WITH 1' LONG `` `�; SEE FOOTING .. ::::•::::::. WOODFAST TEKS. DETAIL 1443E4, B BUILDING SECTION A - A N.T.S. e,,,,,,.411.6). WAMBEKE ENGINEERING,li $ —I*, ,�, Daniel Waribeke, P. E. VArt9923 / / Tab 509-443-6186 Fax,509-448-6582 mall dvarbekeb'VC ' e°• j -" i STANDARD BUILDING SECTION t 1 4, STANDARD POST FRAME BUILDING PLANS Ieab� COOK'S INC. STEEL BUILDINGS '44)�'sly. goG1 POST FALLS, IDAHO ONAL DRAVN BY DATE REV. WAMBEKE 6-30-04 COOK-IBCO2 EXPIRES 12/29/05 APPROVED SCALE NTS SEE DETAIL 1 12 SEE 11;,�0*. DETAIL 4 — ;� ``' t -411111% 1 4k1S:1:::„ oW Aharo Ita...: IR z . , co NOTES FOR SECTION A-A J fO TYPICAL PURLIN, SEE FLOOR o S1 PLAN FOR SIZE ' J S2 TRUSS DESIGN BY OTHERS Z D 0 2' X 6' @ 24' 0. C.) 10' BAYS I-I A DF-L #2 GIRTS FLAT @ 24' O.C. i o E 2' X6' @ 24' 0. C., 12' BAYS SEE }' 3 o o DF-L #1 GIRTS FLAT @ 24' O.C. DETAIL LL. N OR 2' X 6' DF-L #2 GIRTS FLAT 2 U E WITH 2' X 4' BACKERS @ 48' 0. C. 0 0 CONCRETE FOOTING, SEE SCHEDULE --� S5 EXTEND POST TO TOP OF PURLIN • 1. :. ROOF FASTENED TO PURLINS WITH . 1 1/2' LONG WOODFAST TEKS. -'.' WALLS FASTENED TO 1; "`, GIRTS WITH 1' LONG SEE FOOTING4,,I. WOODFAST TEKS. itigg DETAIL � IBJ BUILDING SECTION A - A N.T.S. 0L1fWAMBEKE ENGINEERING ,\ 0 '1Sgt N . Daniel Wanbeke, P. E. t a2313 a•neast,i/A't99223 CO I�/ / T.1.509-443-6186 Fax,509-448-6582 t-wnl d.uthekelnsncw r, STANDARD BUILDING SECTION ,t0,; STANDARD POST FRAME BUILDING PLANS V:10COOK'S INC. STEEL BUILDINGS s44,, vies4/60 `sjONAL POST FALLS, IDAHO DRAWN BY DATE WAMBEKE 6-30-04 COOK—IBCO2 EXPIRES 12/29/05 APPROVED SCALE NTS • BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2003), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 & 90 MPH WIND SPEEDS, 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 OF BETTER PER IBC TABLE 1804.2. 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 19% 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. 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. 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 = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF 111' 11/4-346) WAMBEKE ENGINEERING og *'�L. Daniel Warobeke, P. E. � Cowl s ° � S ';41 / Tel 509-443-6186 Fax.509-448-6582.null d�nnbeket" °A ,, " '�_� j� SPECIFICATIONS FOR l� TYPICAL POST FRAME BUILDINGS 144 .,1it18D COOK'S INC. STEEL BUILDINGS SZs., POST FALLS, IDAHO tONALDRAWN BYDATE V. WAMBEKE —30-04 EXPIRES 12/29/05 APPROVED SCALE COOK—IBC03 NTS , NOTES FOR F❑❑TING DETAIL ® TREATED POSTS AS SIZED PER SCHEDULE 9 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING cs UNDISTURBED S❑IL , .„..... . ...A. .441,,,% �. 4I-- t .. ..• f .• • • . • •• . . . ............. _ • • . . • • • "B" DIA, FOOTING DETAIL N.T.S. llL IYA41. WAMBEKE ENGINEERING • og RAszif4t4 Daniel WnMbeke, P. E. e tc 2913 Spokane, e4' a / T. } ax • 504-416186 P 509-448-6582 e-na4 deanbakelwsncce , i A ' !i • STANDARD FOOTING DETAILS `Ia STANDARD POST FRAME BUILDING PLANS 18067 COOK'S INC. STEEL BUILDINGS S'S ONAL ~ POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE 6-30-04 COOK—IBC04 EXPIRES 12/29/05 APPROVED SCALE POST/FOOTING SCHEDULE 30',SPANS, 30 & 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" • 22" 3'-0" NO 0.29 10'-0" 10'-0" 6" X 6" 22" 3'-0" NO 0.29 10'-0" 12'-0" 6" X 6" 22" 3'-0" NO 0.29 10'-0" 14'-0" 6" X 6"W/2" X 6" 22" 3'-0" NO 0.29 10'-0" 16'-0" 6" X 6"W/2" X 6" 24" 3'-0" NO 0.35 10'-0" 18'-0" 6" X 8"W2" X 6" 24" 3'-0" NO 0.35 10'-0" 20'-0" 6" X 8"W2" X 6" 24" 3'-0" NO 0.35 10'-0" 22'-0" 6" X 10" 24" 3'-2" NO 0.35 10'-0" 24'-0" 6" X 10" W/2" X 6" 24" 3'-3" NO 0.38 12-0" 8'-0" 6" X 6" 24" 3'-0" NO 0.35 12-0" • 10'-0" 6" X 6" 24" 3'-0" NO 0.35 12-0" 12'-0" 6" X 6"W/2" X 6" 24" 3'-0" NO 0.35 12-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 12-0" 16'-0" 6" X 8"W/2" X 6" 26" 3'-0" NO 0.41 12-0" 18'-0" 6" X 8"W/2" X 6" 26" • 3'-0" NO 0.41 12-0" 20'-0" 6" X 10" 26" 3'-0" NO 0.41 12-0" 22'-0" 6" X 10" W/2" X 6" 26" 3'-2" NO 0.43 12-0" 24'-0" 6" X 12" 26" 3'-6" NO 0.48 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"95 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". ti.1114,64. WAMBEKE ENGINEERING 2913 El61stCaviDaniel Warnbeke, P. E. soakan., �� �' % �/ Teb 509-443-6186 Fax"509-448-6582-Hall deanbe +ta"= POST & FOOTING SIZES i 26' TO 32' SPANS — 40 PSF L.L. . , • STANDARD POST FRAME BUILDING PLANS 76 18067 COOK'S INC. STEEL BUILDINGS SSjoN AL#( ti POST FALLS, IDAHO DRAWN BY DATE WAMBEKE 6-30-04 EXPIRES 12/29/05 APPROVED SCALE COOK—IBC05-30 NTS PURLIN CONNECTION METHODS! A). PURLINS MAY BE HUNG • OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE 0 BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN. PURLIN C). PURLINS MAY BE frN CSN LAPPED AND NAILED `I HOD gECTIpN W/(3) 16dNAILS. ON CONNECTION METHODS 0 'B' AND 'C', TOENAIL • BACK SIDE OF PURLIN /// W/(1) 16d NAIL INTO /11 10 EACH TOP CHORD MEMBER H _I pyfCN�f• Cr ® NOTES FOR CONNECTION DETAIL CccrZCN1TRUSS TOP CH❑RDS TRUSS DESIGN BY TRUSS MANUFACTURER 'rickm /7NN S2 PURLIN SUPPORT STRUT 2' X '4' X FULL NAIL ❑F TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS S3 NAIL STRUT TO TOP CHORD W/(3) 16d S6 NAILS EACH SIDE. S4 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. 0 WOOD POST, SEE POST/FOOTING SCHEDULE. ® S6 4 - 40d GALV. NAILS IN PRE-DRILLED HOLES OR 3/4'0 MACHINE BOLT ® SOLID BLOCKING AT CONNECTION POINTS. TYP. PURLIN, SEE FLOOR PLAN FOR SIZE I 0 2' X6' OR 2' X8' TOP GIRT 4 - 16d NAILS OR 3/4'0 M. BOLT DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. • WAMBEKE ENGINEERING 01 X 81 `7/ Daniel WaMbeke, P. E. SSva�EAst 61st� �4' % Teo 509-443-6186 Fax.509-448-6582.-Hall dennbekelnstCen /• 'Wird, TRUSS - COLUMN CONNECTION bPURLIN CONNECTION METHODS I STANDARD POST FRAME BUILDING PLANS O 18067 COOK'S INC. STEEL BUILDINGS SION � ti POST FALLS, IDAHO AL DRAWN BY DATE REV. WAMBEKE 6-30-04 COOK-IBC06 A EXPIRES 12/29/05 APPROVED MASE m 2 -4110111111111111r2 • H LL_ 4111111111111111111111 411) i 1 1/2 1\r S4 DETAIL 2 - KNEE BRACE N.T.S. NOTES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' DF-L #2 EACH SIDE S4 WOOD POST, SEE P❑ST/FOOTING SCHEDULE SS 4 - 16d GALV. NAILS, EACH SIDE 1). KNEE BRACE REQUIRED WHERE SHOWN ON P❑ST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST CONNECTION = USE 3/4'0 THRU BOLTS, EACH L❑CATION. WAMBEKE ENGINEERING 01 X 2913 East 61st '�f ,/� Daniel Wambeke, P. E. sownas 61 9 �, a�4' Ott - " TW 509-443-6186 Fox.509-448-6582,-nal dea�eke9sncnw /• '�i r �� / STANDARD KNEE BRACE CONNECTION ' ; USE WHEN REQUIRED • _ 3 7 , STANDARD POST FRAME BUILDING PLANS O 18067 COOK'S INC. STEEL BUILDINGS 4'oNAL POST FALLS, IDAHO DRAWN BY DATE WAMBEKE 6-30-04 EXPIRES 12/29/05 APPROVED SCALE COOK—IBC07 A NTS • • \--(25.) • OVERHEAD DOOR SLIDING DOOR OPENING OPENING TYPICAL SIDE ELEVATION N.T.S. NOTES FOR SIDE ELEVATION 0 2' X 8' HEADER 1) 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS 1�L WAMBEKEP. ENGINEERING Ng. , `7 Daniel Vambeke, E. � 7'. TO 509-443-6186 Fax.509-448-6582 e-nal dearbekeb.s+con 1 A TYPICAL SIDE ELEVATION • vtiid STANDARD POST FRAME BUILDING PLANS 18067 COOK'S INC. STEEL BUILDINGS sS oN C' POST FALLS, IDAHO DRAVN BY DATE VAMBEKE 6-30-04 REV EXPIRES 12/29/05 APPROVED SCALE COOK—IBCOS NTS 1 4 �2 `,' `i7• i I:: I • I I I 20' 0' MAXIMUM -' iI= • �I © '7/ "i/• •���-•���-����•��-�. -.�--.�"--. �jjj -icei SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION 0 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD J❑IST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D S2 2' X 10' HEADER 0 2' X 6' GIRTS @ 24' O.C., 10' BAYS, DF—L #2 2' X 6' GIRTS @ 24' ❑.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 • IYWAMBEKE ENGINEERING og Daniel Warlbeke, P. E. s�aaka a,t VA�99223t 4' / TW 309-443-6186 Fax,509-448-6582.-nnl d5arbeke!^mco" FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION -3d .. TYPICAL POST FRAME BUILDINGS aob� COOK'S INC. STEEL BUILDINGS SIOINAsr�0° �ti POST FALLS, IDAHO _ DRAWN BY DATE REV. WAMBEKE 6-30-04 COOK—IBC09 EXPIRES 12/29/05 APPROVED SCALE NTS X11, 12 ��� moi` 4 _ L . 1 L C SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL 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. S5 DOUBLE 2' X 6' KINGPOST 11AL WAMBEKE ENGINEERING nst 61st Cart • a uzL� Daniel Wnrlbeke, P. E. Spokane,VA 9922 p TN.509-443-6186 Fax.509-448-6582 e-.s8 dse^bekeb�s^c°^ /g /7. FRONT ELEVATION ;i• , A SINGLE OVERHEAD DOOR OPTION STANDARD POST FRAME BUILDING PLANS , 180igo COOK'S INC. STEEL BUILDINGS s`s10NAL POST FALLS, IDAHO DRAWN BY DATE REV.WAMBEKE 6-30-04 COOK-IBC10 EXPIRES 12/29/05 APPROVED SCALE NTS 12 1010:1 0111 ‘oi • 010111 o‘.‘1 .'‘P/ / l SEE DETAIL 3 4.10 1 _ 1 DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL 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 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. S5 DOUBLE 2' X 6' KINGPOST 11L �`�8 WAMBEKE ENGINEERING 2913 East 61st Court 0 �'�I Daniel Vambeke, P. E. Spokane.WA 99223 �4' Teo S09-443-6186 Fax,509-448-6582 e-na8 deanpekelnsncon y / / FRONT ELEVATION ,e !-" r A DOUBLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS 18O COOK'S INC. STEEL BUILDINGS tico sSIONALG POST FALLS, IDAHO DRAWN BY DATE REV. VAMBEKE 6-30-04 EXPIRES 12/29/05 APPROVED SCALE COOK—IBC11 NTS • 1. 12 4 \'��'"�i400 SEE I I I I DETAIL 3 S4 ? 1, N:4, --DOOR 3068 MANDOOR OPTION �� � OPENING .Y Y: Loj OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS ® HALF TRUSS DESIGN BY OTHERS 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. • \1 WAMBEKE ENGINEERING of I% Daniel Waribeke, P. E. �So"ok�VA�99223t v Tel 509-443-6186 fnx�509-448-6582 O d,w'bgkS4'S'SC°^ ' � 4 /, FRONT ELEVATION • r PASS DOOR OPTION • TYPICAL POST FRAME BUILDINGS ° 18067 COOK'S INC. STEEL BUILDINGS ss oNAs �,ti POST FALLS, IDAHO DRAVN BY DATE REV• WAMBEKE —30-04 EXPIRES 12/29/05 APPROVED SCALE COOK—IBC 12 NTS • 000 Nvx/iiktir 014 talori SEE 'ETAI 3 SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION . N.T.S. NOTES FOR ❑PTI❑NAL 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' 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 \ \i w WAMBEKE ENGINEERING og `�' Daniel Vambeke, P. E. 2saoa+ VA�9 23 .� � TO 509-443-6186 Fax'509-448-6382 enol d,aPbtkreAs. n VFRONT ELEVATION ;. 1 , SINGLE SLIDING DOOR OPTION TYPICAL POST FRAME BUILDINGS �do :� COOK'S INC. STEEL BUILDINGS • POST FALLS, IDAHO sjONAL #Cs DRAWN BY DATE 'AMBEKE 6-30-04 COOK—IBC13 EXPIRES 12/29/05 APPROVED SCALE NTS S1 t S4 • t • TYPICAL RUSS BOTTOM CHORD BRACING N.T.S. NOTES FOR TRUSS BOTTOM CHORD BRACING S1 GABLE END TRUSS 0 DOUBLE INTERIOR TRUSSES 0 2' X 4' X-BRACING @ 10'-0' O,C., OR SPACING DICTATED BY TRUSS MANUFACTURER OVER RIDES THE 10'-0' O. C. SPACING 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. SS TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED' I( ROOF STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT x FIELD SCREWS' #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) ■ EAVE AND RIDGE PURLIN SCREWS! #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED] r ENDWALL STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT x FIELD SCREWS' #10 x 1 1/2' € 9' O.C. (NEXT TO HIGH RIB) IN BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS! #14 x 1 1/2' e BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS �PAl f\t‘i _DIAPHRAGM SCREWS a ENDWALL BASE GIRT ACROSS `' EAEALIGURL NSSROOFS END TRUSS TOP CHORD, EAVEE HEADERS ON O f [y > . 180 1 `-/oNAL 1 DIAPHRAGM SCREWS; TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE EXPIRES 12/29/05 STEEL SHEETING SCREW PATTERNS WAMBEKE ENGINEERING Daniel Wanbeke, P. E. So°k°ne, VA 99223 N.T.S Tel,509-443-6186 Fox,509-448-6582root d.o"bekebanc°" TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE COOK-IBC1 4 A NTS 1" 1' f 2 — 16c1 NAILS II T-- Cu '-' 6', 8' ❑R _.__ 10' POST Cu 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 14 - 16d GALV, NAILS EACH GIRT o U ! bT2 2' X 6' GIRT (FLAT) (U>- GABLE END TRUSS TYPICAL GIRT CONNECTION 8 - 16d NAILS 1IL 1Y440 idi I� •t 8 - 16d NAILS 2' X 6' X 18' 18067 / 111- BOLTING BLOCKI. CORNER POST ONA ~ I EXPIRES 12/29/05 11111111111111: WAMBEKE ENGINEERING Daniel Warnbeke, P. E. Sco'k .VA a 2t 8 - 16d NAILS T.4 509-443-6196 Fox�-448-�.-�d. . «' 2' X 6' X 18' �. GIRT CONNECTIONS, GABLE END TRUSS BOLTING BLOCK STANDARD POST FRAME LAMINATION DING DETAILS DETAIL 3 COOK'S INC. STEEL BUILDINGS TYP, GABLE END POST FALLS, IDAHO TRUSS CONNECTION DRAWN BY DATE REV. USE BOLTING BLOCKS BELOW E 04 COOK—IBC15 APPROVED SCALE ALL CORNER COLUMN GIRTS NTS - 1111111111111. I 4s11 : 1111b11 ._ INTERIOR OR GABLE END TRUSSES Od NAILS e 6' O.C.k Od NAILS E 6' O.C. ' X 6' OR 2' X 8' ' X 4' L-BRACE L-BRACE 1E:Eil1 PM TRUSS WEB MEMBER TRUSS WEB MEMBER ZFC:TION B—B SFCTION R—R AT INTERIOR TRUSSES AT GABLE END TRUSS NOTED TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS ASCD 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 \1,11 1440 WAMBEKE ENGINEERING 2913 East 61st t `. ,401 '�L1� Daniel Vartbeke, P. E. 913 Ea, v" 9 / T.4 509-443-6186 Fox+509-448-6582 t'iall d.a�xk.l om L 7 y ,p; 4, TRUSS WEB MEMBER BRACING ALTERNATIVE • TYPICAL POST FRAME BUILDINGS 18067 COOK'S INC. STEEL BUILDINGS 10-- POST FALLS, IDAHO SSIOATAL ' � DRAVN BYDATE REV. WAMBEKE —30-04 EXPIRES 12/29/05 APPROVED SCALE COOK—IBC16 NTS Job Name: Truss ID: Qty: BRG X-LOC REACT SIZE REQ'D TC 2x6 Oft 2400F•2.0E "(PM)=PLATE MONITOR USED•See Joint Report" This design based on chord bracing applied 1 0.2.12 3450 5.50' 3.68' BC 2x6 DFL 2400F•2.0E Plating spec:ANSI/TPI•1995 per the following schedule: 2 29.9.4 3450 5.50' 3.68' WEB 2x4 HF SS THIS DESIGN IS THE COMPOSITE RESULT OF max o.c. from to BRG REQUIREMENTS shown are based ONLY Lumber shear allowables are per NDS. MULTIPLE LOAD CASES. TC 24.00' 0.0.0 30.0-0 • on the truss material at each bearing NOT loaded for 10 PSF non-concurrent BCLL IRC/IBC truss plate values are based on BC 120.00' 0.0.0 30.0.0 due to sufficient total access from below. testing and approval as required by IBC 1703 UPLIFT REACTION(S): MAX DEFLECTION(span): NOT loaded for 200 lb non-concurrent and ANSI/TPI and are reported in available Support 1 -685 lb L/763 IN MEM 8.9 (LIVE) moving BCLL due to sufficient total documents such as ICBG#1607. Support 2 -685 lb • L=-0.46' D=-0.07' T=•0.53' access from below. ASCE7-98 SNOW LOAD DESIGN CRITERIA: This truss is designed using the - Pg.= 20 psf,Ce=1.0,I=1.0,Ct=1.10 ASCE7-98 Wind Specification Designed for an agricultural building Bldg Enclosed=Yes application. • Truss Location=Not End Zone Hurricane/Ocean Line=No,Exp Category=B • Bldg Length= 30.00 ft Bldg Width= 36.00 ft Mean roof height= 14.79 ft,mph = 90 TPI Low Hazard,Dead Load= 3.6 psi 1 15-0-0 2 13 15-0-0 4 5 ' 4.00 -4.00 '' 6-6 ,,,, , �� L. S re ,,,,,of WAs ,�C-0 A. 3.I 3 4 5-/1 0, I. j. ...... 5 -1 7. SHIP 612 .� 612 r l/a' i 0-2 s 1 iU n - c._ ail e is y.i, a, .r. 5-5 S=6-8 5-5Q 1 ST£� EXPIRES:04102/05 ' 30-0-0 6 7 8 9 10I at tri pR.4,„ /pi, t%c .1,tfrit 4,,.,,,,ay ck cc 5065 r o`e ° r `1" A. ogrk. OF % OA% 4ln LES SC' Truswal Systems connector plates are 20 ga.unless shown by"18"(18 ga.),"H"(16 ga.),or"MX"(high strength 20 ga.),positioned 10/27/2003 per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust:COOK ® This Midan design is for an vidual building component nee bins system.II has been based on specifications provided by the component manufacturer WO:Drive_E 4337_L00006 J00001 and done N accordance with the cumuli lenient at TPI and AFPA design standards.No responsibility is assumed for dimensional accuracy.Dimensions Dsgnr.CLP Chk: bre to be Yenned by the componM marxlachser a td#r boiling designer prior to fabrication.The balding designer must ascertain that the bads T R U S WA L pre has awn meet«aw.d rte leading Neese q the tow building code and de I>arfic lar appiicalon.The design assumes that the top Word TC Live 40.00 psf DurFacs L=1.15 P=1.15 k.'"'"'laeraay braced q the mol«floor steatt:q and rte tclbm decd le latereay traced by a rigid s Bathing nnataria dreay anaded,unless ounerwiss TC Dead 5.00 psf Rep Mbr Bnd 1.00 nosed.Br c g'town a for Iaaa1 undid of components nembrs only a reduce budding length.This component shall not be placed n any ►i����I SYSTEMS envinawnent that will was the teodoxe content at the wood lb eased 19%andr«cause cone`'«plate corosion.Fabricate.handl,instal . BC Live 0.00 psf O.C.Spaci ng 5.0-0 and brace this Inas in accordance with the following siardadc Joie and Coning Detail Reports'available as output from Tnswal software. 'ANSIRPI I'.WTCA V.Wood Inas Council of Merica Stadard Design Responsibilities.'HANDLING INSTALLING AND BRACING METAL BC Dead 1.00 psi Design Spec IBC 1101 N.Greif S.W.Pkwy..MNgton TX 70011 PLATE CONNECTED WOOD TRUSSES'.(11691)and 168.91 SUMMARY SHEET by WI.The Truss Plate Institute(TPI)a located a Dtnofno Drhe, r Madison,Wisconsin 53719.The American Forest ad Paper Aoodaton(AFPA)is located at 1111 19th Street,NW,Ste eco.Washington,DC 20036. TOTAL 46.00 psf Seqn 76.4.5 • 105738