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2014, 06-13 Permit App: BLD-2014-1376 Pole Bldg Community Development Department (Staff Use Only) Permit Center 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: Spokane Spokane Valley,WA 99206 Tel: (509) 688-0036 PERMIT FEE: Valle Fax: (509) 688-0037 � permitcenter@spokanevallev.orq 4000 Valley Project PAV D-014'i 57�G RECEIVED RESIDENTIAL CONSTRUCTION PERMIT APPLICATION 1,,., iffi NEW CONSTRUCTION ADDITION/REMODEL ACCESSORY BUILDING D II DECK III L�OTHER ! S�! 'ERw1. IT CENTER SITE ADDRESS: 1"o\O . S. Wa,er ASSESSORS PARCEL NO.: LEGAL DESCRIPTIO ` *- I I I REV. = I��1 BUILDING OWNER NAME: TarJei ,'f NAME: �./9 1/1 lee ri !,, -6l"fid f'f, 1i Ta I it, ,., 1 ' 7 ADDRESS: 1 r2 0 0 (:* 04/Alit el CITY: .5 t) K' n& 01 ( STATE: Wa ZIP: / e3L_O PHONE: So 9 61 6- O' (_, FAX: CELL: CONTACT NAME: Kji.T),1 e,e_kt 3 . 0r1ro PHONE: e FAX: CELL: CONTRACTOR NAME: 0 . 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: MX sCI )701 ****YOU MUST COMPLETE THE FOLLOWING**** MARK Nf A IF NO_ T APPLICABLE Height to Peak: Dimensions: No. of Stories: Total Habitable Space: Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ FT: FT: Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on FT: Area: Property: No. of Bedrooms: Construction Type: Heat Source: Sewer or Septic: TOTAL COST OF 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 ap ved before this application can be processed. i Signature ..-- (A---0 ,ei _ 6Ad Date: (,.., - 1- 1 L. 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 RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. o SITE PLAN ❑ Property lines and dimensions ❑ Setbacks to property lines ❑ Direction arrow pointing North and orientation to streets ❑ Distance between buildings ❑ Proposed/existing buildings (footprint and dimensions) ❑ Right of way/easement location &sizes ❑ Utilities, septic tank/drain field locations and distances ❑ Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) ❑ Elevations (Front/Rear/Sides)with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace, basement or slab on grade): ❑ Footing sizes and locations ❑ Supporting wood cripple walls or beams ❑ Perimeter concrete foundation wall sizes ❑ Thickened concrete pads supporting ❑ Crawlspace ventilation beams or girder trusses ❑ Floor Plan of each level (finished or unfinished)with dimensions: ❑ Floor Joist direction, size and spacing ❑Window and door location and sizes ❑ Header, beam or concrete lintel sizes ❑Window well locations if applicable ❑ Brace wall panel locations ❑ Room usage labels ❑Water heater and furnace locations ❑ Smoke detector locations ❑ Exhaust fan locations ❑ Attic and crawl space access locations ❑ Deck or concrete patio sizes and locations ❑ Fire Wall construction ❑ Roof Plan: ❑ Engineered truss direction and spacing ❑ Ridge, eave and valley lines ❑ Rafter and over frame direction, size and spacing ❑ Beam and girder size and location ❑ Wall Section Detail including: Roof ❑ Slope/roofing material/underlayment/ice dam protection ❑ Truss or rafter size, spacing &connection ❑ Sheathing size and type ❑Attic insulation/air space baffle/ventilation Ceiling ❑ Joist size and spacing ❑ Size of ceiling gypsum wall board Wall ❑ Height/top plate/stud size and spacing/sole plate ❑ Siding/exterior house wrap/anchor bolts ❑ Exterior sheathing size and type ❑ Insulation, vapor barrier, gypsum wall board Floor ❑ Joist size and spacing ❑ Sheathing or concrete floor size/insulation Foundation Wall ❑ Concrete or Masonry unit width ❑ Footing bottom to finished ground level depth ❑ Earth to wood separation distance ❑ Horizontal &vertical reinforcement if any Footing ❑ Size ❑ Reinforcement if any Radon ❑ Passive system with 6mil vapor barrier ❑Active system with 6 mil vapor barrier Miscellaneous Construction Details ❑ Deck: ❑ Floor plan/side view/dimensions ❑ Footings/post/and beam size and locations ❑ Floor Joist/decking direction, size and spacing ❑ Stairway tread rise& run and nosing ❑ Handrail/Guard height&spacing 1. D 1- Project # IL]› O( LP- 1J7 A . l' RECEIVED - JUN 2 4 2014 CSV PERMIT CENTER LSUB # REV. # f I To wJI $ o -CZ X 430f- REVIEWED FOR CODE _ �--' -- '/ S•.. • ; COMPLIANCE f � . Y BUS ' NAl / i i I G DIVISIQN orp...„rim, ,.--*-- , 6 14 FILE 4 REVISION RECEIVED- 6/2q11-71- PERMIT 2 1`71-PERMIT # -- NO (t-f—f 374 10 5 . baiwi' REVISION RECEIVED REVI ED FOR CODE COMPLIANCE (2) �k g �� SP• VALLEY BUILDING DIVISION l R MIT #>. L 4" 1' ,�°il i 1 i 1 _ - 3ij it,i- - o-y) a wit/00(45 F I L E t Na i Roof veAk___ X = ( 14 , C ''' c? :§ .o) . ( Di rea-to)1 v-r i i- /.- ( -( r Ilk ail 000r -0 nor f— e WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke • msn.com June 7, 2014 Project # 'D"D Mr. Brian Barnett RECEIVED ZIEGLER LUMBER COMPANY 17002 East Sprague Avenue JUN 1 3 2014 Spokane Valley, WA 99037 R T N R SUBJECT: 24' X 30' X 10' POST FRAME BUILIDNG FOR DAN EFFREYS 1202 S. WAL TT ROAD, SPOKANE VALLEY,WA 99206 SUB # L REV, # Dear Dave: This post frame building has been sold for construction on Mr. Jeffrey's lot in Spokane Valley using the standard 40 PSF 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 10' post spacing and 4:12 roof pitch. I 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 a 16' x 8' overhead door and a 3' pass door. There is sufficient sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The right 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 a 3' pass door. The right sidewall has no openings. Openings on the sidewall have no effect on the lateral load resistance for this building. There will be a 24' wide x 8' shelf installed in the rear end of the building. The shelf will be constructed according to the standard shelf plans. Framing and connection details — Use the 40 PSF standard post frame building plans for framing and connections details. Please contact me if you have any additional questions about the design of this building. S c rely,n4, L Wq sookane 41 Daniel Wambeke, P.E. j�11ey � - 44 REVIEWED FOR CODE COMPLIANCE Enclosure SPOKANE VALLEY BUILDING DMSI•Aio � DW:dw At h / / i . I, <c's F�/STER�o 4. 18067 13 ��- ILE Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems JEFFREY 12'-0" 12'-0" ►I 6x6 20' 24x8 SHELF 10'-0" r- 1 1 TRUSS DIRE ION All Posts are 10'-0" 6x6x16 treated 38'-5" unless specified 30 0 � C 10-0 16x8 O H D 3'-10" sw—H1116'-3" 24'-0" \ L W , oft WAS q, 18067 O SGisTEv6- ,NAI 04 NOTES FOR FLOOR PLAN S1 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET 0 GABLE END WALL POSTS — 6" X 6" TYPICAL DOOR POSTS — 4" X 6" TYPICAL FOOTING DIMENSIONS, B = 1'-8"; D = 3'—O" MAXIMUM POST SPACING 12'-0" 0 PURLINS @ 24" O,C., BEARING OR JOIST HANGERS (TYPICAL) tw SPAN _ WI' wQ I\/ -----k J a DOUBLE TRUSSES J -/ JQ `v WO n. >JC. Cl. J t`� LJ •o Z0 ., OD> tz XN Q J A X 'E o , a_ N L.L. 0-1 CD .--I (Ud v, J v vw �D__ Q = _ �' .MOBLE TRUSSES - _ ,-� �.' A- za. v,`� - —E ... JI . ' ZJ A 3 A w 1 tY~ Q 1 Mn- CL. 0 �>- ZD Zp O .. 00 O X ' ® �1, o (U \ \ X L) \ jj CU 01/ (uu . W d' Li W(L oat) 59 SINGLE TRUSSNI g 1 PLAN VIEW N.T,S, WAMBEKE ENGINEERING (siI' Daniel Wambeke, P, E. 2sookan'e M¢�ist9 ez3t XASffTek 509-443-6186 Fon 509-448-6582 e-nok dronbek.Msn.con , .. /Ai BUILDING PLAN VIEW = STANDARD POST FRAME BUILDING PLANS . -70-(I rd ZIEGLER LUMBER COMPANY ,0620 EAST HOLLAND t • a 067 SPOKANE. WA 99218 'Se. ISTER�'_,,s,?'I DRAWN BY DATE REV. `IONAL WAMBEKE -24-08 IBC-01.40WA LE APPROVED SCA NTS EE DETAIL 12 "1010.---wlier , SEE 41 __.rocipli ik' evAlillitioNir DETAIL 1 IIPP7. 0-'- ilor 14111\rMilik '11 41":411W.:i10"' ..Allilliellh' Aillike AbbiN1411141 Z r ill .* 40 D V NOTES FOR SECTION A-A lip _J p 0 TYPICAL PURLIN, SEE FLOOR U PLAN FOR SIZE TRUSS DESIGN BY OTHERS Z D 0 2' X 6' @ 24' 0, C., 10' BAYS 1-1 p DF-L #2 GIRTS FLAT @ 24' 0,C. i I El i r E 0 E u DF-L #2 GIRTS FLAT @ 24' O.C. DETAIL t.L. 0 CONCRETE FOOTING, SEE SCHEDULE 2 l.11 C) EXTEND POST TO TOP OF PURLIN LA (4 ROOF FASTENED TO PURLINS WITH ••••-•"-L"--- 1 1/2' LONG WOODFAST TEKS. . ,.. •• ••• • • , . . WALLS FASTENED TO . . . ' •• GIRTS WITH 1' LONG • .' WOODFAST TEKS. • , 0 .. .. . .. SEE FOOTING .. DETAIL B BUILDING SECTION A - A N.T.S. li W 0 WAMBEKE ENGINEERING A.4 Daniel Wnk:eke, P. E. a lusikus i , T. 509-443-6186 Fax.509-448-6582 e-nak diraNbtketasn.con 4$' arrtik, ... ... 7 ,,,, ..,., ;61S, STANDARD BUILDING SECTION ( 4': t i f;,---"t' ,I•i ,i STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND 0 4, kikszo . SPOKANE. WA 99218 tki-,, 1.m..7„..1> DRAWN 9' DATE REV. `'IONAL 1: WAMBEKE -24-08 APPROVED SCALE IBC-02.40WA NTS 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'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE 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 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 OF WASHINGTON. TRUSS LOADING: TOP CHORD LIVE LOAD = 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF WAMBEKE ENGINEERING � 1Y41.6)� Daniel Wambeke, P. E. _ o,.t11'`I 01 x l`' 4S/ 2012 IBC61BFor 509-448-6502 SPECIFICATIONS FOR ( j j . /��� TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY EAST HOLLAND 4.„,180.7 01SPOKA E. WA 99218 '`1ST DRAWN BY DATE REV, s`rjONAL WAMBEKE —08-10 IBC03-40WA APPROVED SCALE NTS NOTES FOR FOOTING DETAIL • TREATED POSTS AS SIZED PER SCHEDULE • VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING LL.1 @ UNDISTURBED SOIL GRADE • < : II: .d i ! •n*: y a_ Lai I I oodamt: MM. FOOTING DETAIL N.T.S. 144/4 WAMBEKE ENGINEERING Daniel 1Jambeke, P. E. egge sivarat V' 4fwAsiti4t, To 509-443-6186 Fara 509-448-6582 8-1400 0wanbelminsnn :4co $ STANDARD FOOTING DETAILS'_2 it( STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER tOMPANY 620 EAST HOLLAND v., 180.7 SPOKANE. WA 99218 Aktsrge 6\. DRAWN BY DATE REV. 61°NAL WAMBEKE -24-08 APPROVED SCALE IBC04 NTS 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" 24" 3'-0" NO 0.35 10'-0" 10'-0" 6" X 6" 24" 3'-0" NO 0.35 10'-0" 12'-0" 6" X 6" 24" 3'-0" NO 0.35 10'-0" 14'_0" 6"X 6" W/2" X 6" 24" 3'-0" NO 0.35 10'-0" 16'-0" 6" X 8" 24" 3'-0" NO 0.35 10'-0" 18'-0" 6" X 8" W/2" X 6" 24" 3'-0" NO 0.35 10'-0" 20'-0" 6" X 10" 24" 3'-0" NO 0.35 10'-0" 22'-0" 6" X 10" 24" 3'-2" NO 0.37 10'-0 ""24'-0 6" X 10" W/2" X 6" 24" 3'-8" NO 0.43 12-0" 8'-0" 6" X 6" 26" 3'-0" NO 0.41 12-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.41 12-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 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" 27" 3'-0" NO 0.45 12'-0" 20'-0" 6" X 10" 27" 3'-3" NO 0.48 12'-0". 22'_0" 6" X 10" W/2" X 6" 27" 3'-6" NO 0.52 12%0" 24'-0" 6" X 12" W/2" X 6" 27" 3'-10" NO 0.57 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"0 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". WAMBEKE ENGINEERING � L Daniel War.beke, P. E. S.Igkoges,earit 01 RASgl TO 509-443-6186 non 509-448-658E e-noK dww+bek,Insn.c0n �' 4' It. *� POST & FOOTING SIZES 1 , Cr 12' TO 24' SPANS - 40 PSF L.L. , STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 1 0 620 EAST HOLLAND � ISfl% ' �ti $DRAVN DY DAT WA 99218 REV. `rI01 WAMBEKE -24-08 NAL APPROVED SCALE IBG05-24.40WA NTS NOTES FOR CONNECTION DETAIL SI MANUFACTURED TRUSS TOP CHORDS S1 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 ` '•'� PTN CO Q3 NAIL STRUT TO TOP CHORD W/(3) 16d e`HOD CTzo NAILS EACH SIDE, A• N ®MANUFACTURED TRUSS - NAIL TO EACH GO SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK �,,,/ ® ®WOOD POST, SEE POST/FOOTING SCHEDULE. OS2 Q• .������ pU ©4 - 10d NAILS NAICIMG B /~� ON 8 TYP,OPURLIN,D ISEENG AFLOORT NPLAN FOR ECTION POINTS. C0dpier111%*flOPYAktri 9 2' X 6' OR 2' X 8' EAVE GIRT 1z 1 KNEE BRACE, Q� ® 0 IFREQ'D. SEE POST SCHEDULE ,'--.-..,,_,...._44140, , f.� 1/� AND DETAIL 2 �i/ .0� 1a 2' X 6' X 24' OR 2' X 8' X 24' BLOCK IN CON 1 1 - 3/4. 0 MACHINE BOLT THRU TRUSS T. CHORD ® .. / ,NOD fcrioN 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE ��107 i1 - 3/4' 0 MACHINE BOLT THRU BOLTING BLOCK 2 - 3/4' 0 M. BOLT E BOLTING BLOCK - 24' 6 30' `'��.� 3 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 36' 8 40' �, � �� ® 4 - 3/4' 0 M. BOLT fl BOLTING BLOCK - 50' ' S - 3/4. 0 M. BOLT E BOLTING BLOCK - 60' �, 9 43 Co 4 - 16d NAILS 0 1 �, Ci! ���„ PURLIN CONNECTION METHODS' A,' Vs A). PURLINS MAY BE HUNG ,s OFF THE TRUSS TOP CHORD SS �' FACES W/ STD. �y SIMPSON JOIST HANGERS eir OR EQUAL. B), PURLINS MAY BE CO BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN, C). PURLINS MAY BE I LAPPED ANDNAILED W/(3) 16dNAILS. _-, ON CONNECTION METHODS 'B' AND 'C', TOENAIL DETAIL 1 - TRUSS COLUMN BACK W C) 16dSIDEIF NAILPINTON CONNECTION, PURLIN SUPPORT EACH TOP CHORD MEMBER N.T.S. t4 �V DWAMBaniel EKEP. E. , ENGINEERING V1 01 RA' �. TO 509-443-6186 Fax 309-448-6382 t-naA eMaNiek .sn.I, co, �d�� ��� TRUSS — COLUMN CONNECTION 7 PURLIN CONNECTION METHODS `ftiodAf t; STANDARD POST FRAME,BUILDING PLANS 7t ' COMPANY 620 EAST HOLLAND 18�067p SPOKA E. WA 99218 o �sl Is!'0nw �� W DRAWN BYEKE DATE REV. O I NAL —24-08 18006 APPROVED SCALE NTS �\�������,%/ / / \%%iy i e / /%/ i�/ /%/ TYPICAL SIDE ELEVATION N,TS, 1Iti ITPWAMBEKEeke, P ENGINEERING age �aniel t Slkitt d+ Tel'509-443-6186 Foe 509-44B-6582 e-nall deonbeke6Amncon /7,/�b a 1/A♦ ,ATYPICAL SIDE ELEVATION "b 7� r �� �i STANDARD POST FRAME BUILDING PLANS c ZIEGLER LUTABER COMPANY 0 620 EAST HOLLAND iso. SPOKA E. WA 99218 s 4449�.1t0 +�1 DRAWN BY DATE REV '6'tWAMBEKE —24-0$ ONAL APPROVED SCALE IBCO8A NTS 461 Villir 4 12 07„. '�i�i NI, ili 01,101_,imatillik 411111111 _wwi - 111411131 �U 1/Z�.-ISI I I �' momerami II 20' 0" MAXIMUM IiI ISI 1=1 II I a v, -.7 /\•/;\.-.,"`/N.Al �,�,,7 \,/v7s..`,-,,`�.....7\-47� -,.i�,/,-.'q SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION NOTES FOR FRONT ELEVATION N.T.S. S1 GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER SUPPORT PURLINS @ END TRUSS W/2' X 6' 0 TREATED 2' X 6' BOTTOM GIRT S2 2' X 10' HEADER 0 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF-L #2 2' X 6' GIRTS @ 24' ac„ 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 O'ti 1Y44%),.. WAMBEKE ENGINEERING�y panlel Wombeke, P. E. Spukme,411195W O� RTed 309-443-6186 Fax.509-448-6502 e-noll deonbeke8nsncan K' FRONT ELEVATION / 9' F °, j`' SINGLE OVERHEAD DOOR OPTION �! TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY o 620 EAST HOLLAND ieo- ' SPOKA E. WA 99218 s iw' �.' DRAWN BY DATE REV, S WAMBEKE —24-08 IONAL APPROVED SCALE IBC09 NTS 12 4 're tik / 1 E3 AI 0�/ ' Il — 1 II S4 ,• l II 3068 MANDOOR ❑PTI❑N a OPENING OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS 0 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 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 2' X 4' WINDOW JAMB .4\1;1" TAAIODWAMBEKEP ENGINEERING t O1 R TN 309-449-6186 r. 509-448-6582 t-rwil d�onbeke8rsncon )41) FRONT ELEVATION tit_tirt� PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER LOIvTAIJY 9-- 620 EAST HOLLAND Ieazris9 SPOKA E. WA 99218 cl DRAWN BY DATE ONAL � WAMBEKE -24-08 IBC12 REV. APPROVED SCALE NTS illiS1 S2 S3 0-\ 1 i I Li - 1 40 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING N,T.S. 0 GABLE END TRUSS S© DOUBLE INTERI❑R TRUSSES 0 GABLE END POST 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. SS 2' X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED' IN ROOF STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT NI FIELD SCREWS' #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB - EACH PURLIN) NI EAVE AND RIDGE PURLIN SCREWS' #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED' IN ENDWALL STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT IN FIELD SCREWS' #10 x 1 1/2' 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 ,�tS Yd)14 ,9 aRAEliz , tib fir'AA> ,�'G' DIAPHRAGM SCREWS 2 ENDWALL BASE GIRT ACROSS i,. __ illi EAVE&L RIDGE PURLINS ON ROOF END TRUSS TOP CHORD, Q -4ONAL DOTED ABOVE REWSJ TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS WAMBEKE ENGINEERING N.T.S Danle� Viam9-443-6186 Taw 009-448-6192 mall dionbekstg t Cour4 e TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKAE. WA 99218 DRAWN 8Y DATE REV, WAMBEKE —24-08 APPROVED SCALE I BC 14 NTS • 1 1" rt 2 - 16d NAILS T—' f1 a 6u, 8u ❑R lou P❑ST ^ U 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' �ti - 16d GALV, NAILS EACH GIRT ‘I. II k [ >21 X 6' FLAT GIRT @ 24' a c. (U FOR 8', 10' & 11' BAYS :::: TYPICAL GIRT CONNECTION GABLE END TRUSS 8 - 16d NAILS ollOI'� 1V11' 4114, MEW v.. to IrAsizrit.t) 4, NO' ifiA " 8 - 16d NAILS ,{ 2' X 6' X 18' ' B❑LYING BLOCK CORNER POST o , 1806 �\ jONAL OEM= WAMBEKE ENGINEERING 8 - 16c1 NAILS Daniel Wambeke, P. E. Taw 3,�s*9 t TO 309-443-6186 Pen 349-44a-682 e-nuk dteNotkdnn+son 2' X 6' X 18' IN. GIRT CONNECTIONS, GABLE END TRUSS BOLTING BLOCK CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS DETAIL 3 ZIEGLER LUMBER COMPANY 620 EAST HOLLAND TYP, GABLE END SPOKA E. WA 99218 TRUSS CONNECTION DRAWN BY DATE REV, USE BOLTING BLOCKS BELOW VAMBEKE -24-08 IBC15 ALL CORNER COLUMN GIRTS APPROVED NAL 24' TO 48' OVERHANGI� -I■ �I■ �I■ 111 L❑X PURLING DEPTHD TRUSS PURLINS 24" TO 48' �I■ OVERHANG b ' X FASCIA �I■ -Il. 2' X 4' BLOCK BOARD - 2' X ' BLOCKING /111111111111111111111111 NAIL TO TRUSS & PURLINS ■ AS REQUIRED WITH 3 - 10d NAILS ■ SIMPSON HURRICANE STRAP GABLE END TRUSS ON ALTERNATE PURLINS ■ ENDWALL POST 11111� SECTION © OVERHANG 111 PLAN VIEW GABLE END OVERHANG W WAMBEKE ENGINEERING R Daniel309-443r6 bek 'Fon 509 448 6382 i ile ��, ,4'!' GABLE ND OVERHANG .1t A POST FRAME BUILDINGS 2IEGLER LUMBER COMPANY p 620 EAST HOLLAND 18�0.7�Q SPOKANF WA 9A91 R *two DRAWN BY DATE REV, SIGNAL WAMBEKE 2-24-08 GABLE.OVERHANG APPROVED SCALE 3/16'• 1'-0' NOTES FOR CONNECTION DETAIL ()MANUFACTURED TRUSS TOP CHORDS S1 TRUSS DESIGN BY TRUSS MANUFACTURER Q PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILSm (5)NAIL STRUT TO TOP CHORD W/(3) 16d ir ` f CrION NAILS EACH SIDE. ®MANUFACTURED TRUSS - BOLT TO POST WITH ® 3/4'0 MACHINE BOLT ON TOP OF NAILING BLOCK CO �,.// ® ®WOOD POST, SEE PLAN VIEW OS2 e. ` /// Ad ©4 - lad NAILS AI4r(NG BCQ pills .-4,11�/ ~� 14 A�17yfCrlpN a TOYPID PURLOINKI2G xTBCODF-LCTRI2NeP2INTOS.C. I 9 2' X 8' EAVE GIRT �!� 440/fair � �t 1 KNEE BRACES NOT REQUIRED �,'•�I/•�.�j �21'-X 3/4 6'' 0 X 24' BLOCK MACHINE BOLT THRU TRUSS T. CHORD "'/OD:Nf1 CrlpN 1 - 3/4' 0 MACHINE BOLT THRU BOLTING BRACE 4r- 2 - 3/4' 0 M. BOLT fl BOLTING BLOCK - 24' 40' 3 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 36' & 40' 4 - 3/4' 0 M. BOLT E BOLTING BLOCK - 50' ficirtsi5 - 3/4. 0 M. BOLT 2 BOLTING BLOCK - 60' C7/ 1 4 - 16d NAILS ® �40 D tti, Oa 3/4'0 MACHINE BOLT lir b. 430 0 10 0 12 li 1 NOTE: THIS BUILDING DOES NOT REQUIRE KNEE BRACES PURLIN CONNECTION METHODS' A). PURLINS MAY BE HUNG DETAIL 1 — TRUSS COLUMN OFF THE TRUSS TOP CHORD CONNECTION, PURLIN SUPPORT FACES W/ SST. SIMPSON JOIST HANGERS AT EAVE OVERHANG OR EQUAL B). PURLINSNS MAY BE BUTTED AND NAILED N.T.S. W/C2) 16d NAILS INTO EACH PURLIN. C). PURLINS MAY BE LAPPED AND NAILED W/(3) 16dNAILS. ON CONNECTION METHODS 'B` AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INTO EACH TOP CHORD MEMBER 1ILL WAMBEKE ENGINEERING 0o1 RASj , Daniel Warnbeke. P. E. __VdwE"nstt s�f$13t EAVE NI OVERHANG FOR anb on „ '-A A �( i POST FRAME BUILDINGS b . LILVLLN LUMULN COMPANY 0620 EAST HOLLAND 180.7 ' s' t ��, .225,911L-21.49--9.22.111----- `rrONAL WAMBEKE /2-24—OE APPROVED SCALE EAVE.OVERHANG 3/16'•1'-O' 10'-0' OR 12'-0' 10'-0' OR 12'-0' 2' X 6' DF-L 82 FLOOR JOISTS 2 2' X 12' DF-L 82 SHELF SPECIFICATIONS: 24' O. C. - JOIST HAN RIM BEAM GENERAL - ALL SHELF CONSTRUCTION INSIDE POST FRAME 1 I BUILDINGS SHALL CONFORM TO THE 2009' EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2009) AND ALL STATE &- LOCAL BUILDING CODES. THESE SPECIFICATIONS AND SHELF PLANS ARE DESIGNED FOR 40 PSF FLOOR LIVE LOAD B B SITUATIONS I UATI N E OTHER ERIN LOAD SITUATIONS WILL REQUIRE ‘Ell , P DESIGN LOADS - FLOOR LIVE LOAD = 40 PSF FLOOR DEAD LOAD = 10 PSP CEILING LL = 0 PSF CEILING DL = 0 PSF —I r A WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF-L #2 `\ OR BETTER BY WWPA GRADING RULES, UNLESS NOTED `1 3/4' X 14' RIM BEAM- OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT REST ON 1 3/4' POST NOTCH SHALL BE 19% BY WEIGHT. NAIUNG SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE do OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. TREATED WOOD SHELF PLAN SHALL ONFORM TO THE REQUIREMENTS OF AWPA C-16. C-22, C-- 23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. 20 1 - 2't> SPAN BUILDINGS BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM 3/4'0 C-DX A307. PLYWOOD - GLUE FLOOR DECKING SHALL BE STRUCTURAL QUALITY TONGUE & 3/4.0 M. & SCREW GROOVE C-DX PLYWOOD OR ORIENTED STRAND BOARD. FLOOR DECKING SHALL BE GLUED AND SCREWED TO FLOOR BOLT JOISTS. 16d NAILS LOOR JOISTS FLOOR BEAM (TYPICAL) FRONT SIDE OF POST SECTION A-A III %.:*3-4:71 4:44::*"'"1:. 1" (20,m1 G'� �0S�Q,TEW C). 1 °NAI.E 3/4'0 C-DX 3/4'0 M. PLYWOOD`BOLT IA 1 Il 1 I i I \ I 1 1 I (.1 WAMBEKE ENGINEERING �4 -16d Daniel Warobeke, P. E. 2913 East WA 999st 2231 NAILS LOOR JOISTS 2' X 12' DF-L 82 Telt 309-443-6186 Fs.509-448-6582 a-n I dranbekeensn.con (TYPICAL) RIM FLOOR BEAM 6'-0' WIDE SHELF INSIDE 20' TO 24' SPAN POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SECTION B-B SPOKANE, WASHINGTON 99218 DRAWN BY DATE DRAWING NO..ZIEGLER.SHELF REV. VAMBEKE 1-10-10 SCALEM/4'.1'-oIDHEET.1 OF I