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2013, 09-10 Permit App: BLD-2013-1825 Pole Bldg , ', IP- / 0 2) '31 Community Development Department (Staff Use Only) Permit Center 11703 East Sprague Avenue,Suite B-3 PERMIT NUMBER: SCITY O Spokane Valley,WA 99206 pol�ane Tel: (509)688-0036 PERMIT FEE: Fax: (509)688-0037 400.Val.leyD permitcenterColsDokanevallev.orq RESIDENTIAL CONSTRUCTION PERMIT APPLICATION fit NEW CONSTRUCTION Iffl ADDITION/REMODEL El ACCESSORY BUILDING El DECK OTHER SITE ADDRESS: /OII ,&). %.0u-Ou r2_ SP046. sJ,q (Y 1 1014 MVO ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: BUILDING OWNER NAME: NAME: Go" I'L'ra)EY 4 3 i-c 3.4-2.41DFoi1..,17 ADDRESS: /O i l AD . tA.) f L 13 v Z - . + - ' • - a • CITY: $?p KAAJE 1Acc_EY STATE: i, !4 ZIP: 992 O CO PHONE: ,5--09 - 3 fo$- 937 3 FAX: J A CELL: -3-07-;-2-131,---C7'. ‘4----C3 ,,,_— t 'Y 'rSCT ."- CONTACT NAME: �Z3ZO l7rr a2 I� t� PHONE: .-5 9 • Z SD - O l9 / FAX: N f x CELL: l� Yf ' ~ ,' I L CONTRACTOR NAME: 7- i C7 yfc 5 "' f ,,. e..k,;, j &L " MAILING ADDRESS: CITY: STATE: I ZIP PHONE: FAX: „.,,.. CELL: CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LIC NSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE &PROPOSED USE: Cow 6Ti?. 00-PION OF ZLi X3(0x 14 !7 e...E— uILDIMO FO/2 STD2AGi ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: Dimensions: No.of Stories: Total Habitable 8 2.4't) X 3(o L.- X /k tf l 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: Dco if.,c-r 2 Area: Property: N O No.of Bedrooms: Construction Type: — Heat Source: — Sewer or Septic: — TOTAL COST OF PROJECT: $ 13,()Do 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. Signature92.4...4." Date: 9111 /13 Updated 1-11-11 Page 1 of 1 http://www.spokanevaliey.org/filestorage/124/938/210/948/1496/Building_Permit=_Residentiai_11-11-11.doc RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. ❑SITE PLAN o Property lines and dimensions /� o Setbacks to property lines o Direction arrow pointing North and orientation to streets o Distance between buildings o Proposed/existing buildings(footprint and dimensions) ❑ Right of way/easement location &sizes o Utilities,septic tank/drain field locations and distances o 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 (crawispace,basement or slab on grade): o Footing sizes and locations ❑Supporting wood cripple walls or beams o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting ❑ Crawlspace ventilation beams or girder trusses ❑ Floor Plan of each level (finished or unfinished)with dimensions: o Floor Joist direction,size and spacing o Window and door location and sizes o Header, beam or concrete lintel sizes 0 Window well locations if applicable o Brace wall panel locations ❑ Room usage labels o Water heater and furnace locations o Smoke detector locations o Exhaust fan locations o Attic and crawl space access locations o Deck or concrete patio sizes and locations o Fire Wall construction ❑ Roof Plan: o Engineered truss direction and spacing o Ridge, eave and valley lines o Rafter and over frame direction,size and spacing o Beam and girder size and location ❑ Wall Section Detail including: Roof o Slope/roofing material/underlayment/ice dam protection ❑ Truss or rafter size,spacing&connection o Sheathing size and type o Attic insulation/air space baffle/ventilation Ceiling o Joist size and spacing o Size of ceiling gypsum wall board Wall o Height/top plate/stud size and spacing!sole plate o Siding/exterior house wrap/anchor bolts o Exterior sheathing size and type o Insulation,vapor barrier,gypsum wall board Floor o Joist size and spacing ❑Sheathing or concrete floor size/insulation Foundation Wall o Concrete or Masonry unit width o Footing bottom to finished ground level depth o Earth to wood separation distance o Horizontal &vertical reinforcement if any Footing o Size o Reinforcement if any Radon o Passive system with 6mil vapor barrier o Active system with 6 mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/side view/dimensions o Footings/post/and beam size and locations o Floor Joist/decking direction,size and spacing 0 Stairway tread rise&run and nosing 0 Handrail/Guard height&spacing NORTH 24x36x14 Shop Proposal *6'South of.NQrth Border. 3(3`1 * 15' East of West Border. Q COURTNEY & JARED BRADFORD 1011 N. Wilbur Rd. Spokane Valley, WA 99206 111 , Pa rce I #1.814005:61.0807 C-xtsri c Si��C i u� o PLANNING DEPT. APPROVED 3L tZLMoJG--� 1=Rb M P1?-0 -0-17. BY: 777ei-rt' 7/1 � FILE DATE: L// /zo/3 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 8, 2013 Mr. Brian Barnett ZIEGLER LUMBER COMPANY 17002 East Sprague Avenue Spokane Valley,WA 99037 SUBJECT: 24' X 36' X 14'4" POST FRAME BUILDING FOR JARED BRADFORD, 1011 N. WILBUR ROAD, SPOKANE VALLEY,WA 99206 Dear Brian: This post frame building was sold to Mr. Bradford for construction on his lot in Spokane Valley, WA using the standard post frame building plans I have prepared for Ziegler Lumber Company. This building is designed for 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 12'0" post spacing and 4:12 roof pitch roof trusses I checked this building for the diaphragm design characteristics from which the standard plan design was generated. The front endwall has a 12' x 12' overhead door. There is sufficient steel siding on this endwall to transfer lateral loads on the building roof and walls to the base of the building. The rear endwall has no openings. There is sufficient steel siding on this endwall to transfer lateral loads on the building roof and walls to the base of the building. The right sidewall has no openings. The left sidewall has two windows and a 3' pass door. Sidewall openings do not change the diaphragm resistance of the building. The standard 40 PSF roof live load post frame building plans can be used for construction of this building. Please contact me if you have any additional questions about the design of this building. Sincerely, U--1(--e-- L C1\ �F WASy� Daniel Wambeke, P.E. <, e qt. ,4 Enclosure fib DW:dw0.(� ,q� 18067 „s) F G!STER C'& s9/ONAL � Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems BRADFORD H 12'-0" H-- 12'-0" H A J / A 6X6 24' 12'-0" Note: All Poles 6X 8 X 20' unless otherwise noted V C I Window 43'-3 4" 36'-0" 12'-0" 3 C W 12'-0" 12X12 OHD I 4x6 16 1 • 1 i T 1 1 ' 3'-2" I I I- n 6X6 24' 6X6 24' n r 1 = 5'-10 2,: 04-ii 12'-3" 4 5'-10 21' \� �1- WAtij� 24'-0" of NIASyi �, 9 l ,t• ,Q 18067 :;;, t<` GISTE� d sS/oNAk- NOTES FOR FLOOR PLAN CD INTERI❑R FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET 0 GABLE END WALL POSTS — 611 X 6" TYPICAL DOOR POSTS — 4' X 6" TYPICAL F❑❑TING DIMENSI❑NS, B = 1'-8"; D = 3'-0" MAXIMUM POST SPACING 12'-0" S3 PURLINS @ 24' ❑.C,, BEARING OR J❑IST HANGERS (TYPICAL) dA SPAN _ w I— ()";)1 Zw 1 Z A V --11.1 W —/ f- — Hi--DOUBE TRUSSES — — _FE C Q N -I 0 J 0 O d >W EL J J EL LIW o ALL o t70J A X VlX �,-t o o N� N C') Li 1-1- �D M 0 ¢ D a D❑YIBLE TRUSSES -/ f_2, f- �- - R---- - - - - IB zit H-,i A 3 A J 1 1 a. Li a_>- ZDO , Co1 ® ba x �r CuU x o Nau Cu NO \` U \ \ V W dI N Li SINGLE TRUSS Dil PLAN VIEW N,T,S, 1IL Daniel ENGINEERING: kt ��Ca, RAS$I TO 589-443-6186 Fox,509-448-6582 t-nek dronbek.Msncon o �'f` BUILDING PLAN VIEW j� #111 STANDARD POST FRAME BUILDING PLANS 1 44,, .7041 ZIEGLER LUMBER COMPANY 620 EAST HOLLAND ?4,„ 18067SPOKA E. WA 99218 s IS7'BIL� �'N. DRAWN BY DATE REV. `r10 WAMBEKE -24-08 NAL APPROVED SCALE IBC-01.40WA NTS SEE DETAIL 12 - 0 SEE 4 I �!'���' ` 0 / 414 it ir DETAI /1K L ' ,....,,,---# iiPP-wP. '. '•iv' ' ... N„,,,,„ • NOTES FOR SECTION A-A a f51 TYPICAL PURLIN, SEE FLOOR UW • PLAN FOR SIZE L7 J SP TRUSS DESIGN BY OTHERS 4 Z D 0 2' X 6' @ 24' 0. C., 10' BAYS '—' r=4DF-L #2 GIRTS FLAT @ 24' O.C. z 0i @ 2' X 6' @ 24' O. C., 12' BAYS SEE io S3 ED U DF-L #2 GIRTS FLAT @ 24' ❑.C. DETAIL 0 CONCRETE FOOTING, SEE SCHEDULE 2 W S5 EXTEND POST TO TOP OF PURLIN V) ROOF FASTENED TO PURLINS WITH 9 1 1/2' LONG WOODFAST TEKS. , . WALLS FASTENED TO • • Q GIRTS WITH 1' LONG ` • WOODFAST TEKS. f ' • 'e 0 '. �.• SEE F❑❑TING :• .• • DETAIL ' B BUILDING SECTION A - A (\,T,& 1.'L W WAMBEKE ENGINEERING `�'_ 01 11AS�j f Daniel 509-4434186Fax,F.509-448-65e2 e-rwk dwa ekk e $`��' ���: `� STANDARD BUILDING SECTION G'F '' ' STANDARD POST FRAME BUILDING PLANS t .r r ZIEGLER LUMBER COMPANY 0 620 EAST HOLLAND s4 1 so ° I SPOKAWN a N DATE WA 99218 Ds1ONAL "" WAMBEKE 2-24- 08 REV. 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 UVE 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'o = 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 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 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 �S'' Daniel Wanbeke, P. E. Stork sl As;99223t C1g RA$$/Ats � TO 809-443-6106 Fnx'509-448-6582 e-Mo8 dwaibeketrisn.con 0 �1f►%` 2012 IBC SPECIFICATIONS FOR i cwtTYPICAL POST FRAME BUILDINGS rAl i! ZIEGLER LUMBER COMPANY o 620 EAST HOLLAND 180.701 SPOKANE. WA 99218 C1 "WSTERL' ,,'�. DRAWN BY DATE REV, `SjONAL WAMBEKE 7-08-10 I8CO3-40WA APPROVED SCALE NTS NOTES FOR FOOTING DETAIL ® TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING W @3 UNDISTURBED SOIL U Z S�4 GRADE W a I— tts a- W FOOTING DETAIL N.T,S. 0)1' WAMBEKE ENGINEERING Daniel Warobeke, P. E. SALT gst i t of 1IA8.; TO 509-443-6186 Fox.309-448-6380 e-noR m deonbeketncon / Q STANDARD FOOTING DETAILS i iv STANDARD POST FRAME BUILDING PLANS cab . �t ZIEGLER LUMBER COMPANY 620 EAST HOLLAND .p 1eo61p SPOKA E. WA 99218 ss �� DRAWN DATE WAMBEKE REV. jONAL APPROVED SAE 08 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'-O" 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" WIT' 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'-O" 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" WIT' 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". 11)1' Daniel WAMBEKEP ENGINEERING Wambeke, 8913 East 61st Coin! of N, it Tel,S09-443-6186 Fax.509-448-6588 e-noR dvanbekeMsncon q R44' POST & FOOTING SIZES r t 4. fg ' 12' TO 24' SPANS — 40 PSF L.L. k ` t,, STANDAR ZIEGLER LL D POSTBER CFRAMEOBMUILPANDINY G PLANS UM % 620 EAST HOLLAND ,p le i �� S O HA EST WA 99218 REV. 4W)NAL WAMBEKE —24-08 NAL APPROVED SCALE IBC05-24.40WA NTS 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. - IIIIIIIIIIIIIIr NAIL PURLINS W/(3) 16d NAILS i p£IN O (D NAIL STRUT TO TOP CHORD W/(3) 16d �THOCC/VCTjpN NAILS EACH SIDE. S�4 MANUFACTURED TRUSS - NAIL TO EACH ® SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK .//�/ ,S5 WOOD POST, SEE POST/FOOTING SCHEDULE. OS� e' ��%4j//puk ©4 - 10d NAILS NA& 6 bloc. plzr,litiett;crioN �I Nf8 SOLI BLOCKING AT CONNECTION POINTS. SEE FLOOR PLAN FOR SIZE i 09 2' X 6' DR 2' X 8' DAVE GIRT ® 1®KNEE BRACE, IF REVD. SEE POST SCHEDULE �, /./ AND DETAIL 2 /�I % �� S 2' X 6' X 24' OR 2' X 8' X 24' BLOCK IN CC 1 1 - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD •'p/ p/, � ADD kccritl, 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE 1 - 3/4' 0 MACHINE BOLT THRU BOLTING BLOCK 2 - 3/4' 0 M. BOLT E BOLTING BLOCK - 24' & 30' � 3 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 36' & 40' - 3/4' d M. BOLT 8 BOLTING BLOCK - 50'3/4' 0M. BOLT 8 BOLTING BLOCK - 60' 0. ! . S1 PURLIN CONNECTION METHODS' A). PURLINS MAY BE HUNG °:'° `' � OFF THE TRUSS TOP CHORD FACES W/ STD. S5 SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE 0 BUTTED AND NAILED 1.//(2) 16d NAILS • 0 INTO EACH PURLIN.C) V . PURLINS MAY BE ( LAPPED ANDNAILED W/(3) 16dNAILS. —/' ON CONNECTION METHODS 'B' AND 'C', TOENAIL DETAIL 1 - TRUSS COLUMN BACK SIDE IF W/(1) 16d NAIL PINTON CONNECTION, PURLIN SUPPORT EACH TOP CHORD MEMBER KT.& 1�� wall WAMBEKE ENGINEERING ' Daniel Warlbeke.Ps E, ea tg st Court of RASE 1 Te(.309-443-6186 r k.309-448-6382 e-. dwbtkeP+snco9., pcy tkNA ,ilk 1 — COLUMN CONNECTION ' r PURLIN CONNECTION METHODS iSTANDARD POST FRAME BUILDING PLANS b 7' ,i1 ZIEGLER LUMBER COMPANY 'A 620 EAST HOLLAND o� ,pa,18067 SPOKA E. WA 99218 '$$ `°*ZST$R' 1. DRAWN HY DATE REV. sjONAL '�,�yCs WAMBEKE —24-08 IBC06 APPROVED SCALE NTS CO Sl 8', 10' OR 12' POST SPACING 8', 10' OR 12' POST SPACING ii��---- I S3 — S5 .�1�i C X41- ® --(lip -(ED I f-:33) . 1 S4 -® El, ® 0 0 !, m 1 .i) < C [ - I� ® S7 S8 H ® A I' S9 1® I sL L W • .nom 14171:47 • �IeoeT X214 WALL SECTION ss'ONALEs6 WALL FRAMING PLAN SPECIFICATION NOTES FOR COMMERCIAL WALL FRAMING NOTES: 1. BUILDING SPECIFICATIONS ON BASIC POST FRAME Si METAL ROOFING OVER METAL BUILDING INSULATION S9 4' THICK CONCRETE SLAB. BUILDING PLANS APPLY TO THIS ADDENDUM. ®1 CONCRETE POST FOOTING 2. 2' X 8' GIRTS MAY BE SUBSTITUTED FOR 2' X 6' GIRTS S2 2' X 6' OR 2' X 8' PURLINS @ 24' O.C. TO OBTAIN THE DESIRED WALL THICKNESS, BUT ARE NOT (Sa) PRESSURE TREATED POST REQUIRED FOR STRUCTURAL INTEGRITY. 0 MANUFACTURED TRUSSES (a 2' X 6' OR 2' X 8' STAGGERED BLOCKING @ MIDSPAN 2' X 6' OR 2' X 8' BLOCKING BETWEEN GIRTS. OF GIRTS. END NAIL TO GIRTS W/ (2) 16d NAILS. S4 NAIL BLOCKING TO POSTS W/ (6) 16d NAILS. 2 X 6 ❑R 2 X 8 WINDOW SILL S5 2' X 6' OR 2' X 8' GIRTS @ 24' O.C. TOENAIL TO CEI 2 X 6 OR 2 X 8 BLOCKING BELOW EACH SIDE OF WINDOW POSTS AND BLOCKING W/ (3) 16d NAILS. ®1 2 X 6 CEILING JOISTS - INSTALL WITH JOIST HANGERS - OPTIONAL WA M B E K E ENGINEERING 0 METAL SIDING. 0913 East 61st Court Daniel Wambeke, P. E. Spokane,VA 99223 S7 PRESSURE TREATED 2' X 6' OR 2' X 8' BASE GIRT Tel.509-443-6186 Fox.509-448-6580 a-..ox d.onwkoensn.con • $B PRESSURE TREATED 2' X 4' BASE GIRT. COMMERCIAL WALL FRAMING ADDENDUM TO STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 E. HOLLAND SPOKANE, WASHINGTON 99218 DRAWN BY DATE DRAWING NO, ZIEGLER.COMN REV. - WANBEKE 2004 SCALE. N.T.S. ISISEET,I OF 1 / \ ` / /%/ / \/%/ /%// / / / / /%/ / / /%/ TYPICAL SIDE ELEVATION N.T.S. 1 ;11DWAMBEKEeke, P ENGINEERING Daniel t a QA$gr,_ I Tel.309-443-6186 Fop 509-448-6382 e-nall dram fekelra recon ,A4' TYPICAL SIDE ELEVATION 7 b t i A, STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMAER OOMPANY o 620 EAST HOLLAND 44, ieo7 SPOKA E. WA 99218 s,p, STEP" DRAWN BY DATE Rte/, t� WAMBEKE -24-08 CONAL APPROVED sca E IBCO8A NTS 01) 12 _100010""Illir% Aligliali__ ISI■��111111 I I I IL a, Imo. II 20' 0' MAXIMUM II-I ISI Iii I I SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION NOTES FOR FRONT ELEVATI❑N KIS, 0 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 S3 2" X 6" GIRTS @ 24' ❑,C., 10' BAYS, DF-L #2 2' X 6' GIRTS @ 24' ❑.C., 12' BAYS, DF-L #2 S4 2' X 8" FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE 6 TREATED 2' X 6" BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT WAMBEKE ENGINEERING Daniel Wambeke, P. E, �Sookene,V199223 01 1A$84 to Tel 309-443-6186 Fax.309-448-6382 Hal dwnbekelnsncon Y „ 4�i (� FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION / 0� A TYPICAL POST FRAME BUILDINGS 11 • ZIEGLER LUMBER COMPANY o1 620 EAST HOLLAND S1.�TK1� ieo.� " ,s,�.' SPOKA E. WA 99218 DRAWN HY DATE REV, cS'jO #C.1WAMBEKE -24-08 NAL APPROVED SCALE IBC09 NTS 12 000000 00 41 olirlK Illtitr„„... _-- JP-- Aii" iThillitti.,.i..._, I -1-) , , I I 'E3 AI _ 300 - • I- II — Qj 1 H S4 -1 I I II i -, 3068 MANDOOR ❑PTI❑N g '4 OPENING :,ter: OPTIONAL FRONT ELEVATION N,T.S, NOTES FOR OPTI❑NAL FRONT ELEVATIONS S1 GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER 0 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS 0 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. 0 2' X 4' WINDOW JAMB 1tL TYban WAMBEKEVambeke, P ENGINEERING, 1�ASg TO 309-443-6186 Few 309-448-6782 e-nnll deaMeke8rmcon S> ���� FRONT ELEVATION /d flt AVili PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS ZIEGLER L11 ER COMPANY o 620 EAST HOLLAND ssOIeo.7SPOKA E. WA 99218 NsA ° �ti WAMBEKE —DRAWN BY TE 24-08 IBC 12 REV. APPROVED SCALE NTS 0 0 S3 i 18 —1 0---\ r >i 1 1 , 410 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. 0 GABLE END TRUSS S DOUBLE INTERIOR TRUSSES 0 GABLE END POST 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. 0 2' X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED' Ni ROOF STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT NE FIELD SCREWS' #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB - EACH PURLIN) w EAVE AND RIDGE PURLIN SCREWS' #14 x1 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED' NI ENDWALL STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT IN FIELD SCREWS' #10 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB) ■ BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' #14 x 1 1/2' @ BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS \$L1Yd)�� off.Usa DIAPHRAGM SCREWS @ ENDW qL 7 L BASE GIRT.ACROSS t : �l t "" 1-:/411?ik ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, � EAVE & RIDGE PURLINS ON ROOF • ' 1 7h o 18067 e sj ti qStoivAL V.- DIAPHRAGM OTED ABOSCREWSJ TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS WAMBEKE ENGINEERING N.T.S DanlT l'9ai43-6 06 F Px,X40-6582�dw .k,2c *. TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKAE. WA 99218 DRAWN BY DATE REV. WAMBEKE —24-08 APPROVED SCALE IBC14 NTS ... , , • , • 1' 1" 2 — 1601 NAILS I - 1 -r--- ki 6', 8' OR 10" POST W7---- 1 :4 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. FOR BAYS LARGER THAN 11' TREATED POST—\ •\-- - 16d GALV, NAILS / EACH GIRT N L> >2 ... .... t X 6' FLAT GIRT @ 24' O. C. FOR 8', 10' & 11' BAYS LI•••• TYPICAL GIRT CONNECTION GABLE END TRUSS 8 — 16d NAILS 000. .—. °11111ITIL MEW ,...01111-41 i:v•- a - - "t.) /,ff iA. 4,A 8 — 16d NAILS 2' X 6' X 18' BOLTING BLOCK CORNER POST 0 Ytkv,444.0470 G. %NAL 2,IIIIIIIIIIIIC WAMBEKE ENGINEERING 8 — 16d NAILS Banlek Wambeke. P. E. yak=jetakst Tel.D09-443-6186 rax.309-418-6582 e-fiell chroistketrisn.coN 2' X 6' X 18' pit 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 SPOKANE. Wk 99218 TRUSS CONNECTION DRAWN HY DATE REV. USE BOLTING BLOCKS BELOW WAMBEKE -24-08 18015 ALL CORNER COLUMN GIRTS APPROVED SCALE NTS - 24' TO 48" OVERHANGI41 11111■ �I■ lo. LOX PURLING DEPTHD TRUSS ir* PURLINS I V 24' TO 48" �I■ OVERHANG I 1.4° " X _' FASCIA �I■ -)MIN BOARD 2' X 4' BLOCK 2' X BLOCKING /11111111/1111111111MINI NAIL TO TRUSS & PURLINS ■1111 WITH 3 - 10d NAILS AS REQUIRED ■ SIMPSON HURRICANE STRAP GABLE END TRUSS ON ALTERNATE PURLINS 111111■ ENDWALL POST 1111� SECTION © OVERHANG 1111 1111 PLAN VIEW GABLE END OVERHANG 1�L TAJO WAMBEKE ENGINEERING K Daniel -eIkk6e' P. E. 4 • ";�` GABLE ENDO VEt-A1G tlAstizon POST FRAME BUILDINGS • qtr' 2IEGLER LUMBER COMPARY O 620 EAST HOLLAND Akin. 4PfKA F WA A991 R `�'•' DRAWN BY DATE REV, 1°NAL WAMBEKE 2-24-08 GABLE.OVERHANG APPROVED SCALE 3/16'• Y-0• 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 aIN ®NAIL STRUT TO TOP CHORD W/(3) 16d `THpDfCTpIJ NAILS EACH SIDE. 11 ®MANUFACTURED TRUSS - BOLT TO POST WITH 461 3/4'0 MACHINE BOLT ON TOP OF NAILING BLOCK 0 7, ©WOOD POST, SEE PLAN VIEW OS2 2• %�j pRlt S(L}6 4 - 10d NAILS k `i����A C�,���� Ng7 84TH SOLID BLOCKING AT CONNECTION POINTS. 6• LING 8(�jC ���� kl1D'B CTjpH m TYP. PURLIN, 2' X 8' DF-L #2 a 12' O. C. 4) 2' X 8' EAVE GIRT 0i 440f I ® oiD KNEE BRACES NOT REQUIRED �l'......111111111/1 �j 3D 2' X 6' X 24' BLOCK joirr 'I .11LIp 01 - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD DCt 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE IOM1 - 3/4' 0 MACHINE BOLT THRU BOLTING BLOCK % 2 - 3/4' 0 M. BOLT a BOLTING BLOCK - 24' 40' & 3 - 3/4' 0 M. BOLT fl BOLTING BLOCK - 36' & 40' 4 - 3/4' 0 M. BOLT a BOLTING BLOCK - 50' 5 - 3/4' 0 M. BOLT a BOLTING BLOCK - 60' /". 411r���'�� 43 4 - 16d NAILS ow ® %, ' 120 0 3/4'0 MACHINE BOLT v.„.‘,,. . b.. /jr ma k a S5 10 0 12 L / 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>, PURLINENS MAY BE BUTTED AND NAILED N,T.S. W/(2) 16d NAILS INTO EACH PURLIN. O. PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS. ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE IF PURLIN W/(1) I6d NAIL INTO EACH TOP CHORD MEMBER 1.1 ASPA WAMBEKE ENGINEERING 0 , Daniel Varibeke, P. E. o'okons,g 95115* 0. - 004 61 Faw �8 658E t-viL d�onbtelnsn,con EAVE 6VR NG FOR ;` POST FRAME BUILDINGS `(` LILVLtH LUMbilt CUMNANY 9,4, 180620 EAST HOLLAND sS oN to440 -7 /81100 �ti WAMBEKE DY DATE 99218 REV. APPROVED SCALE EAVE.OVERHANG 3/16'•1'-0' . ^ RENEVV ECOMPL|A�CE SPOK/ ^' ", n|NED|V|S0N ��� �= -----!" /_3�-------'