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2014, 06-24 Permit App: BLD-2014-1480 Accessory BldgSpokane 4#ValleyA Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 688-0036 Fax: (509) 688-0037 perm itcenter@spoka nevallev.orq (Staff Use Only) PERMIT NUMBER: PERMIT FEE: RESIDENTIAL CONSTRUCTION PERMIT APPLICATION ADDITION/REMODEL jZi ACCESSORY BUILDING CI OTHER ® NEW CONSTRUCTION El DECK SITE ADDRESS: //00'r/O% t. /ter/f*/AJ (-tike r flit ASSESSORS PARCEL NO.: / LEGAL DESCRIPTION: ,�_/ l`i/' BUILDING OWNER NAME: Finished Basement SQ FT: Project # \/D� 20 1 1 Impervious Surface Area: NAME: M) �� �/�f'2/./_�Q///j�//,�( riCLitikl GU d'� L / / � A- rA),/ � 3 C J W 2 1 200144 ADDRESS:/ / S O 7 / r0I�?/ ` CITY: "-,0f 1c-oca 02/ - STATE: 114 ,.� / n., r ZIP: n.-7?: -f -t(® PHONE: SO 9— `7 / -go ie FAX: _};r ELL:_ r --i _C(-72-1.-rt„rr / CONTACT NAME: ////G2.Q JULS i 1 !--� PHONE: FAX: CELL: CONTRACTOR NAME: MAILING ADDRESS: Z rt q 4/ S �—(%a P % /21\6-4 aca ,oe CITY: STATE: ZIP: PHONE: FAX: CELL: CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: Dimensions: No. of Stories: Total Habitable Space: Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ FT: Finished Basement SQ FT: Garage SQ FT: Deck/Covered Patio SQ FT: Impervious Surface Area: 300/0 Slopes on 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 m 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 sub itted and subsequently approvedvebefore this application can be processed. �2-L4Gx�T/( Signature Date: Updated 1-11-11 Page 1 of 1 http://www.spokanevalley.org/fllestorage/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 o Property lines and dimensions o Direction arrow pointing North and orientation to streets o Proposed/existing buildings (footprint and dimensions) o Utilities, septic tank/drain field locations and distances o Setbacks to property lines o Distance between buildings o Right of way/easement location & sizes 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 (crawlspace, basement or slab on grade): o Footing sizes and locations ' o Perimeter concrete foundation wall sizes o Crawlspace ventilation o Supporting wood cripple walls or beams o Thickened concrete pads supporting beams or girder trusses ❑ Floor Plan of each level (finished or unfinished) with dimensions: o:FI6or Joist direction, size and spacing o Header, beam or concrete lintel sizes o Bracewall panel locations o Water heater and furnace locations o Exhaust fan locations o Deck or concrete patio sizes and locations ❑ Roof Plan: o Engineered truss direction and spacing o Rafter and over frame direction, size and spacing ❑ Wall Section Detail including: Roof o Slope/ roofing material/ underlayment/ ice dam protection o Sheathing size and type Ceiling o Joist size and spacing Wall ❑ Height/ top plate/ stud size and spacing/ sole plate o Exterior sheathing size and type Floor o Joist size and spacing Foundation Wall o Concrete or Masonry unit width o Earth to wood separation distance Footing ❑ Size Radon o Passive system with Emil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/ side view/ dimensions o Floor Joist/ decking direction, size and spacing ❑ Stairway tread rise & run and nosing o Window and door location and sizes o Window well locations if applicable o Room usage labels o Smoke detector locations o Attic and crawl space access locations o Fire Wall construction o Ridge, eave and valley lines o Beam and girder size and location o Truss or rafter size, spacing & connection o Attic insulation/ air space baffle/ ventilation o Size of ceiling gypsum wall board o Siding/ exterior house wrap/ anchor bolts o Insulation, vapor barrier, gypsum wall board o Sheathing or concrete floor size/ insulation o Footing bottom to finished ground level depth o Horizontal & vertical reinforcement if any o Reinforcement if any o Active system with 6 mil vapor barrier o Footings/ post/ and beam size and locations o Handrail / Guard height & spacing WAMBEKE ENGINEERING 2913 East 61s` Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com June 11, 2014 Mr. Brian Barnett ZIEGLER LUMBER COMPANY 17002 East Sprague Avenue Spokane Valley, WA 99037 SUBJECT: 24' X 24' X 12' POST FRAME BUILDING FOR MIKE MALINAK, 11809 E. MAIN AVENUE, SPOKANE VALLEY, WA Dear Brian: This post frame building has been sold for construction on Mr. Malinak'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 12' 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 an 18' x 10' overhead door. There is sufficient sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The rear endwall has a window. 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 and a window. The right sidewall has two windows. Openings on the sidewall have no effect on the lateral load resistance for this building. 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. Si erely, Daniembeke, P.E. Enclosure DW:dw Project # - Q±- 1+1 RECEIVED JUN 242014 CSV PERMIT CENTER SUB #C I REV. #� Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems NOTES FOR FLOOR PLAN S1 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET �2 GABLE END WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FO❑TING DIMENSIONS, B = 1'-8"; D = 3'-0" MAXIMUM POST SPACING 12'-0' 0 PURLINS @ 24' ❑.C., BEARING OR J❑IST HANGERS (TYPICAL) w x 1- vj 0 W wr=' J H c / H /1- 0 N ¢ 0 J -/ i -i Q CL ; 4 roSa INOTES FOR SECTION A—A 31 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS 0 2' X 6' @ 24. O. C., 10' BAYS DF—L 142 GIRTS FLAT @ 24' O.C. = p T 2' X. 6' @ 24' O, C„ 12' BAYS DF—L,#2 GIRTS FLAT @ 24' O.C, 0 CONCRETE FOOTING, SEE SCHEDULE SS EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WODDFAST TEKS. WALLS FASTENED TO GIRTS WITH 1' LONG WOODFAST TEKS. fa SEE FOOTING DETAIL B BUILDING SECTION A A N.T.S. WAMBEKE ENGINEERING Daniel Warbeke, P. E. ,,A't9Su8 t TO 509-448-6186 Fn, 509-41B-6582 a -m6 dren*ekeEnncon STANDARD BUILDING SECTION STANDARD POST FRAME BUILDING PLANS 620 EAST HOLLAND SPOKAt'F. WA 99218 DRAYS BY DATE WAMBEKE —24-08 APPROVED SCALE IBC-02.40WA NTS REV. BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2012 THE INTERNATIONAL BUILDING CODE (180 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 15 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 UC48 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" 0.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" 0.5.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 e91s DV Daniel Wanbeke, P. E. sPokono •1.< 9 Thit Tete 909-443-6196 ion 509-44O-6592 e -,n1 dr>nbrkrinsncon 2012 IBC SPECIFICATIONS FOR TYPICAL POST FRAME BUILDINGS • 1': • •T•.�- 620 EAST HOLLAND SPOKA F. WA 99218 DRAWN BY DATE WAMBEKE—08-10I APPROVED SCALE 10003-40WA NTS REV. NOTES FOR FOOTING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING © UNDISTURBED SOIL ® GRADE • CLEARANCE FOOTING DETAIL N.T.S. WAMBEKE ENGINEERING Daniel lsiaribeke, P. E. 2iligkii,:?utAtt9Salst 768 309-443-6186 Fox! 509-448-6582 e-maR dwarLbeketmsncem STANDARD FOOTING DETAILS STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 WAMBEKE 2-24-08 APPROVED SCALE 1E04 NTS REV. POST/FOOTING SCHEDULE 12' - 24' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACI NG WXD "B" DIA. REQUIRED VOLUME, YD3 10'-0" 10'-0" 101-0" 10'-0" 10'-0" 10'-0" 101-0" 10'-0" 10'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-O" 18'-0" 20'-0" 22'-0" 24'-0" 6" X 6" 6" X 6" 6" X 6" 6" X 6" W/2" X 6" 6" X 8" 6" X 8" W/2" X 6" 6" X 10" 6" X 10" 6" X 10" W/2" X 6" 24" 24" 24" 24" 24" 24 ._..._ 24" 24" .... 3'-0" 3'-0" 3'-0" 3'-0" 3'O" 3'_0" 3'_O" 3'-2" 3_8.. NO NO NO NO NO........ NO NO ... NO NO 0.35 0.35 0.35' 0.35 0.35 0.35 0.35 0.37 0.43 12-0" 12-0" 12.0" 12-0 12-0___.._ 12'-0" .-._-12'-0" 12'-0" 8'-0" 10'-0" 12'-0" 41.01 16'-0" ._ 1a'-0".__ 20'-0"_ 22'-0" 24'-011 6" X 6" 6" X 6" 6" X 6" W/2" X 6" 6" X 6" W/2" X 6" 6"X8"W/2"X 6" 6" X 8" W/2" X 6" 6" X 10" 6"X10"W/2"X 6" 6" X 12" W/2" X 6" 26" 26" 26" 26" 26" 27" 27" 271 27" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 31-3" 3'-6" 3'-10" NO NO NO NO NO NO NO NO NO 0.41 0.41 0.41 0.41 0.41 0.45 0.48 0.52 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'—O" 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"9 X 3'-0" DEEP FOR WALL HEIGHTS TO 15""—O". 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 Daniel Wanbeke, P. E, BS'ooken,.. WA 99VA` Telt 509-443-6186 Fax. 509-448-6582 e-In1 tleanbekelnsncon POST & FOOTING SIZES 12' TO 24' SPANS — 40 PSF L.L. STANDARD POST FRAME BUILDING PLANS 620 EAST HOLLAND SPOKA E. WA 99218 DRAWN BY DATE WAMBEKE —24-08 APPROVED SCALE 18C05-24.40WA NTS REV. DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT HTS MOTES FOR CONNFCTION DFTAD S1 MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/C3) 16d NAILS Q3 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. Q MANUFACTURED TRUSS - NAIL TO EACH SIDE OF. POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK 0 W000 POST, SEE POST/FOOTING SCHEDULE. Q 4 - 10d NAILS gSOLID BLOCKING AT CONNECTION POINTS. TYP, PURLIN, SEE FLOOR PLAN FOR SIZE Q 2' X 6' OR 2' X 8' EAVE GIRT 10 KNEE' BRACE, IF REQ'D. SEE POST SCHEDULE AND DETAIL 2 U 2' X 6' X 24. OR 2' X B' X 24' BLOCK 63, 1 - 3/4' 0 MACHINE BOLT THRU TRUSS. T. CHORD 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE 1 - 3/4' 0 MACHINE BOLT THRU BOLTING' BLOCK 2 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 24' 6 30' 3 - 3/4' 0 H. BOLT 2 BOLTING BLOCK - 36' & 40' 4 - 3/4' 0 M. BOLT e BOLTING BLOCK - 50' 5 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 60' Q 4 - 16d NAILS PURLIN CONNECTION METHODS] A). PURLINS' MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STD, SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W/(2) 1601 NAILS INTO EACH PURLIN. 0, PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS. ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE DF PURLIN WAD 16d NAIL INTO EACH TOP CHORD MEMBER WAMBEKE ENGINEERING Daniel' Wanbeke, P. E. as9garT4inalit Tel, 909-443-6186 Rao 909-448-6982 e -nal deenbekePnenao8 TRUSS — COLUMN CONNECTION PURLIN CONNECTION METHODS .STANDARD POST FRAME BUILDING PLANS 620 EAST HOLLAND SPOKANE. WA 99218 WAMBEKE APPROVED 2-24-08 IBC06 SCALE NTS REV. TYPICAL SIDE ELEVATION N,T.S, WAMBEKE ENGINEERING Bnnlel Vonbeke, P: E, eDO1nm�V�1 992231 Tel. 509-113-6106 Fun 509-1194582 e -not dsubekeEnsncon TYPICAL SIDE ELEVATION STANDARD POST FRAME BUILDING PLANS 620 EAST HOLLAND SPOKANE. WA 99218 DRAWN DT DATE WAMBEKE —24-08 APPROVED SCALE NTS IBC08A REV. 12 4 ��'l I `� ago ri Shisi_immitalitri 3/4141 IIl��1_1 Imo:' 1�1 1 1 20' 0' MAXIMUM /// SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION NOTES FOR FRONT ELEVATION N.T.S SI 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' O,C,, 10' BAYS, DF—L #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF—L #2 0 2' X B" FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT WAMBEKE ENGINEERING Daniel Wanbeke, P. E. seokl:,,IArt99223 - Tel 509-443-6186 Fen 509-448-6582 e -nal deonbekelnsncon FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS 620 EAST HOLLAND SPOKANF. WA 99918 DRAWN BY DATE WAMBEKE —24-08 APPROVED SCALE NTS IBC09 REV, 4 12 3068 MAND❑❑R ❑PTI❑N OPENING ILA OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL 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 S3 2° X 6' HEADER 65 4' X 6' DOOR POST — 8' THRU 14' — WALL HEIGHT W/ 2' X 6' FACER. 6' X 6' DOOR POST — 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. S6 2' X 4' WINDOW JAMB WAMBEKE ENGINEERING Daniel Wnnbeke, P. E, ;ok>M`e��'°9`9223i Te' 509-443-6106 fox. 509-440- 5B2 e -no! deonbekelnsncm FRONT ELEVATION PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS 620 EAST HOLLAND SPOKANE. WA 99218 WAMBEKE 2-24-08 APPROVED SCALE NTS IBC12 REV. SO (SO —% S4 E © TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS. BOTTOM CHORD BRACING S1 GABLE END TRUSS S2 DOUBLE INTERIOR TRUSSES S3 GABLE END POST S4 2' X 4' BOTTOM CHORD BRACING 2 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' Al ROOF STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH DR EQUIVALENT '■ FIELD SCREWS' 410 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB - EACH PURLIN) ■ EAVE AND RIDGE PURLIN SCREWS' «14 x1 1/2' AT BOTH SIDES OF EACH MAJOR RIB, THE FOLLOWING MINIMUM ENDWALL, DIAPHRAGM REQUIRMENTS ARE NEEDED' ■ ENDWALL STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ■ FIELD SCREWS' «10 x, 1.1/2' e, 9' O.C. (NEXT TO HIGH RIB) x BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' 014 x 1 1/2' @ BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERSIDN GABLE. OOF 'END TRUSS TOP CHORD, DIAPHRAGM SCREWS; TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS N,T.S N.T.S. WAMBEKE ENGINEERING Daniel Wnribeke, P. E. Spo En. WA <99223< Rouene Tell 509-443-6186 Pox. 509 -44D -65E12 •-ne0 LSonkekePnsncon TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS 620 EAST HOLLAND SPOKAF, WA 99218 DRAWN DY DATE WAMBEKE —24-08 APPROVED SCALE NTS IBC14 REV. 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 8 - 16d NAILS TREATED POST 2' X 4' BACKER REQ'D @ 48' O,C. FOR BAYS LARGER THAN 11' - 16d GALV, NAILS EACH GIRT d '.FOR 8', 10' ' X 6' FLAT' GIRT @ 24' O. C. & 11' BAYS 1 TYPICAL GIRT CONNECTION GABLE END TRUSS 2' X 6' X 18' BOLTING BLOCK 2' X 6' X 18' BOLTING BLOCK - 16d NAILS CORNER POST DETAIL 3 - 16d NAILS TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS WAMBEKE ENGINEERING Daniel Warbeke., P. E. esoon. ko. WArt9922it T.6 509-443-6166 fan 509-116-6592 emit tl.enWekeResncan GIRT CONNECTIONS, GABLE END TRUSS CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS 620 EAST HOLLAND SPOKANE. WA 99218 DRAWN DT DATE WAMBEKE 2-24-08 APPROVED SCALE NTS IBC15 REV. SI wittro J/\V 9g �/ jr,„ `, TwirAidtg: I 10 rAr 10 NOTE: THIS BUILDING DOES REQUIRE KNEE BRACES LINii NOD NNeCT7ow DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT AT EAVE OVERHANG NJA NOT NOTES FOR CONNECTION DFTAII 0 MANUFACTURED TRUSS: TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER © PURLIN SUPPORT STRUT. 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d, NAILS © NAIL STRUT TO, TOP' CHORD W/(3) 16d .104 NAILS EACH SIDE. S4 MANUFACTURED TRUSS - BOLT TO POST WITH 3/4'0 MACHINE BOLT ON TOP OF NAILING BLOCK © WOOD POST, SEE PLAN VIEW © 4 - IOd NAILS SOLID BLOCKING AT CONNECTION POINTS; TYP. PURLIN„ 2' X 8' DF -L 02 e 12' U. C. 0 2' X 8' EAVE GIRT fD KNEE BRACES NOT REQUIRED 0 2' X 6' X 24' BLOCK 1 - 3/4' 0 MACHINE BOLT THRU - 3/4' 0 MACHINE BOLT THRU 1 - 3/4' 0 MACHINE BOLT THRU 2 - 3/4' 0 M. BOLT a BOLTING 3 - 3/4' 0 M. BOLT e BOLTING 4 - 3/4' 0 M. BOLT € BOLTING 5 - 3/4' 0 M. BOLT a BOLTING 4 - 16d NAILS 3/4'0 MACHINE BOLT PURLIN CONNECTION METHODS, AX PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STD, SIMPSON JOIST HANGERS OR' EQUAL, 3). 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) I6d NAIL INTO EACH TOP CHORD MEMBER TRUSS T. CHORD KNEE BRACE BOLTING BLOCK BLOCK - 24' 6 30' BLOCK - 36' 6 40' BLOCK - 50' BLOCK - 60' WAMBEKE ENGINEERINGg�SYr Daniel Wnrgbeke, P, E, Q2Rnk4Mi6 VAst99222 t Tali 509-443-6186 Few 509-418.6302 e-mail tleuhekedoncon EAVE OVERHANG FOR POST FRAME BUILDINGS LILGLE.H LUMBER CUMI'ANY 620 EAST HOLLAND SPOKANF WA, 99218 DRAWN BY DATE WAMBEKE 2-24-0 APPROVED SCALE 3/16' • 1'-0' LAVE:OVERHANG REV. L h LStl Ahg s iF{ 5 8176Mga 2 3 PAN 41,E ?N�A3 tlu � 'yyx v 24E. once' sgo o'§ �9A 4.108 1A8 pg sok "; 9 7g 3369'- gi�`�€ M�9? c AS 7 0104 9'63sia3 4 Cee: LJJ UJ Z V 11J o: UJ L1J a CO a <12 tl fT Y 0 z 0 • m m W 0 z m LL - 1 In a. 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J • w FF 0 N zow 0=0 N 2 Fra ES, 0 < O 10 OI Nm Z Z d 6 J N M wm z z <zW Z<o oO0 zz_ m J S 0< JF L 0: < < 000 W 6 N ON h 3 si@8a Ai ghe:123 3JNtltlV31� 2 01 1 p' qn 7a1 pig% Ge 00 -J Id 0 a ng 110 1.0 kfl S111913N 3AV3 .0-41 01 .1-.8 24' TO 48' OVERHANG ?Rya ig3W3IV3A 1W1098 X11 Ultf 30 4A1U9f inn anf 14012f410 oNlp.JIU' l, .1 Y n sir Yah t ' LOWER GABLE END TRUSS X PURLIN DEPTH 1 PURLINS 2' X. 4' BLOCK NAIL TO TRUSS & PURLINS WITH 3 - 10d NAILS SIMPSON HURRICANE STRAP ON ALTERNATE PURLINS ENDWALL POST PLAN VIEW GABLE END OVERHANG ' X ' FASCIA BOARD 2' X ' BLOCKING AS REQUIRED GABLE END TRUSS SECTION @ OVERHANG WAMBEKE ENGINEERING Daniel Wnnbeke, P, E,„i,nt45199zr3t Tett 509-443-6106 ren 09 44E15W e-rnl tleenbeirinsncon GABLE END OVERHANG POST FRAME BUILDINGS LIEGLER LUMBER COMPANY 620 EAST HOLLAND SPAKANF WA 99918 DRAWN BY DATE REV. WAMBEKE —24-O8 APPROVED SCALE GABLE.OVERHANG FILE REVIEWE• FOR CODE COMP A SPO • r-) •. Y =UI ; NG D y /1►' I .I. - ,- 6/24/2014 Sold t Estimate. 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