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2012, 02-22 Permit App: BLD-2012-0014 Pole BuildingSpokane Valley' • 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 itcenterColsooka nevallev.orq (Staff Use Only) PERMIT NUMBER: RESIDENTIAL CONSTRUCTION PERMIT APPLICATION ra NEW CONSTRUCTION 0 ADDITION/REMODEL DECK 1'Il OTHER SITE ADDRESS: IF13 NJ - P7A-I2-ILIL,L 2.a JACCESSORY BUILDING ASSESSORS PARCEL NO.: SSo 7..1 „fir, to LEGAL DESCRIPTION: BUILDING OWNER NAME: NAME: 1: Spokane Walley p Residential Driveway PAVING WAIVER Community Development — Planning Division 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.720.5026 • Fax: 509.688.0037 0 planning@spokanevalley,org Spokane Valley Municipal Code (SVMC) Section 19.40.020.B; "All residential driveway and off-street parking areas shall be paved with asphalt, Portland cement, grasscrete, paver blocks or other equivalent hard surface material". A paving waiver can only be granted if the structure you are proposing is not going to require a driveway for daily use. PART I — OWNER INFORMATION OWNER NAME: ADDRESS: CITY: 1_, `� 27b PARCEL #: ,�,� (>7C.{ / . STATE: i9J y - PHONE: 3--,7 8SU CELL: ZfP: 4 q c/ EMAIL: PART II —DETAILS OF PAVING WAIVER 1. Do you have an existing garage for parking daily use vehicles? • -YES ❑ NO 2. Is the proposed detached structure used for storage only? .YES ❑ NO 3. Do you plan on using the detached structure to park vehicles? YES T NO If yes, then what type of vehicles? r. rte' 4. Do you plan to conduct a business from proposed detached structure? [1 YES J NO If so, what is the nature of your business? PART III —AUTHORIZATION I,(PRINT NAME) A s ���� L • )'✓ s&4-6tivner, hereby confirm that the information provided on this form is true and correct. I acknowledge that any change in the foregoing conditions, could require the City to impose paving requirements. I further agree to report any change in these conditions to the Spokane ValleyCommunityDevelopment Department, Planning Division, within 30 days. /.2.6= Owner Signature Date PART IV — DECISION STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER ON BEHALF OF THE COMMUNITY DEVELOPMENT DIRECTOR AND FIND THE REQUEST IS GRANTED AT 1 9 1 i) (v -1'c2 t<C--D SAID ADDRESS FOR PERMIT #: P� �--� — 2_ O i 2_ - not 'PdA)-tT- Planning Division Staff Signature Date Created 6/27/11 Page 1 of 1 PLANNING DEPT. APPROVED BY: DATE: z / 2g /2-642- Ifle ).1 'Bicli2,0,4 17)13 1Bf\(2•v - R) /?1 Bc-D_ c a C 1 �f WAMBEKE ENGINEERING Daniel Wambeke, P. E. 2913 East 61St Court Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com February 21, 2012 Mr. Brian Barnett ZIEGLER LUMBER COMPANY 17002 East Sprague Avenue Spokane Valley, WA 99037 SUBJECT: 24' X 30' X 10' POST FRAME BUILDING WITH 24' X 6' LOFT SHELF FOR ROBERT MORSBACH, 1813 N. BARKER ROAD, SPOKANE VALLEY, WA 99016 Dear Brian: This building has been sold to Mr. Morsback for erection in Spokane Valley, WA utilizing the standard post frame building plans I have provided to Ziegler Lumber Company. The required loading for this building site is 40 PSF roof live (snow) load, 85 MPH wind speed, Exposure B and Seismic Design Category C according to the 2009 International Building Code. Allowable soil bearing pressure is 2,000 PSF. Sidewall posts are spaced 10'0" o. c. and the roof will have 4:12 pitch manufactured trusses 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 steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. However, it will be necessary to install #12 x 5/8" stitch screws @ 9" o. c. to all steel siding vertical side laps — this endwall only. The rear endwall has no openings. There is sufficient steel siding on this endwall to transfer lateral loads on the entire building sidewall and roof to the base of the building. The left sidewall has no openings. The right sidewall has no openings. Sidewall openings 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. Loft shelf details — Use the standard loft shelf details for framing. Please feel free to contact me if you have any additional questions about the design of this building. Oincerely, Daniel Wambeke, P.E. Enclosure DW:dw (2-- Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems 10'-0" 1V-0" 10'-0" 12'-0" Morsbach 12'-0" All Posts are 6x6x1 6 treated uniess specified TRUSS DIRE ION 38'-5" 4x6 12' ■- i 30'-0" 1 ► 3'-8� 16'-3" 24'-0" THIS ENDWALL ONLY! INSTALL #12 X 5/8" @ 9" O. C. STITCH SCREWS IN ALL STEEL PANEL VERTICAL LAPS NOTES FOR FLOOR PLAN C) 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 = MAXIMUM POST SPACING 12'-0" S3 PURLINS @ 24" O.C., BEARING OR JOIST HANGERS (TYPICAL) 1 w Z w J V) Z p J Ce w CL > • J • t0 o LL O X N NCL LA N D SPAN Z_ J Q D 0-w CO :' J X N a_ w Da_ ti DOUBLE TRUSSES w D IRLE TRUSSES SINGLE TRUSS \--® \-® PLAN VIEW N.T.S. WAMBEKE ENGINEERING Daniel Wambeke, P. E. 2Sp241nit IAst99223t Tet 509-443-6186 Fax 509-448-6582 e-mail dranbekelnsn.con BUILDING PLAN VIEW STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DRAWN BY DATE WAMBEKE —24-08 APPROVED ' SCALE NTS IBC-01.40WA REV. S SEE NOTES FOR SECTION A -A Sl TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS 0 2' X 6' @ 24' 0. C., 10' BAYS DF -L #2 GIRTS FLAT @ 24' O,C, 2' X 6' @ 24' O. C., 12' BAYS DF -L #2 GIRTS FLAT @ 24' O,C. 0 CONCRETE FO❑TING, SEE SCHEDULE SS EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS. WALLS FASTENED TO GIRTS WITH 1' LONG W❑ODFAST TEKS. SEE F❑❑TING DETAIL LB BUILDING SECTION A - A N. T,5, WAMBEKE ENGINEERINaG Daniel Wambeke, P. E. saokane, A 999�c Tel. 509-443-6186 Fax, 509-448-6582 matt deanbeke2nsn.con STANDARD BUILDING SECTION STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DRAWN BY DATE WAMBEKE —24-08 APPROVED ' SCALE NTS IBC-02.40WA REV. BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2009), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 40 PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LL = 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON 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 318-08. 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 PRESERVATIVELY 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. 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 O 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 Daniel Warlbeke, P. E. 2.suEn�t, VAst99223t Tel. 509-443-6186 F. 509-448-6582 0 -roll dropbekelnsn.cO, 2009 IBC SPECIFICATIONS FOR TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKA E. WA 99218 DRAWN BY DATE WAMBEKE —08-10 APPROVED SCALE NTS IBC03-40WA REV. NOTES FOR F❑❑TING DETAIL • TREATED POSTS AS SIZED PER SCHEDULE VIBRATE DR RDD CONCRETE TO OBTAIN FULL BEARING S3 UNDISTURBED SOIL FOOTING DETAIL N.T.S. WAMBEKE ENGINEERING Daniel War�beke, P. E. 2Spokanet vAst99223t Tea 509-443-6186 Fox. 509-448-6582 e -mall deonbekelnsn.con STANDARD FOOTING DETAILS STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKA112 E. WA 99218 DRAWN BY DATE WAMBEKE —24-08 APPROVED SCALE NTS 113004 REV. POST/FOOTING SCHEDULE 12' - 24' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 24" 3'-0" NO 0.35 101-0" 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 0.35 101-0" 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" 31-8" NO 0.43 12-0" 8'-0" 6" X 6" 26" 4'-0" 00000000N zzzzzzzz 0.41 12-0" 10'-0" 6" X 6" 26" 3'-0" 0.41 12-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" 0.41 12-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" 0.41 12-0" 16'-0" 6" X 8" W/2" X 6" 26" 3'-0" 0.41 12-0" 18'-0" 6" X 8" W/2" X 6" 27" 3'-0" 0.45 12'-0" 20'-0" 6" X 10" 27" 3'-3" 0.48 12'-0" 22'-0" 6" X 10" W/2" X 6" 27" 31-6" 0.52 12'-0" 24'-0" 6" X 12" 27" 3'-10" 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 16'-0" WALL HEIGHT. ABOVE 16' 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'-O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"93 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". IY� WAMBEKE ENGINEERING Daniel Warnbeke, P. E. 2 13East 61st p3 t s, WA 99223 TO 509-443-6186 Fox. 509-448-6582 e -nail dranbekelnsn.con POST & FOOTING SIZES 12' TO 24' SPANS - 40 PSF L.L. STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKA112 E. WA 99218 DRAWN BY DATE WAMBEKE -24-08 APPROVED SCALE NTS IBC05-24.40WA REV. DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. NOTES FOR CONNECTION DETAIL 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/(3) 16d NAILS ID NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. ® MANUFACTURED TRUSS - NAIL TO EACH SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK CD WOOD POST, SEE POST/FOOTING SCHEDULE. S6 4 - 10d NAILS 7 SOLID BLOCKING AT CONNECTION POINTS. S8 TYP, PURLIN, SEE FLOOR PLAN FOR SIZE 2' X 6' OR 2' X 8' SAVE GIRT KNEE BRACE, IF REQ'D. SEE POST SCHEDULE AND DETAIL 2 Il 2' X 6' X 24' OR 2' X 8' X 24' BLOCK CO 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 @ BOLTING BLOCK - 24' & 30' 3 - 3/4. 0 M. BOLT @ BOLTING BLOCK - 36' & 40' 4 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 50' 5 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 60' (3 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) 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 WAMBEKE ENGINEERING Daniel Wambeke, P. E. 2Spokane, 61st 99 t Tel. 509-443-6186 Fax' 509-448-6582 e-na0. Wanbekelnm.con TRUSS — COLUMN CONNECTION PURLIN CONNECTION METHODS STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DRAWN BY DATE WAMBEKE —24-08 APPROVED I SCALE NTS IBCO6 REV. /\ �\\\%\ %�/%'�%' % //`\/%%%\% % '/ '/, %`'/ %///%%/ TYPICAL SIDE ELEVATION N.T.S. WAMBEKE ENGINEERING Daniel Warnbeke, P. E. ENGINEERING est WArt9922 ; Tek 509-443-6186 Faxi 509-448-6582 e-nak dronbekoInsn.con TYPICAL SIDE ELEVATION STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKA E. WA 99218 DRAWN BY DATE WAMBEKE —24-08 APPROVED SCALE NTS IBCO8A REV. c01''`� 1`i I 1 1dliMM.1111�1 12 20' 0' MAXIMUM ':��j�O�/0�'�'���'/ \/\'/"'i"'`� j��� '.i\ -.'v, -. SINGLE OVERHEAD DOER OPTION FRONT ELEVATION NOTES FOR FRONT ELEVATION N.T.S. 0 HALF TRUSS DESIGN BY OTHERS 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' D.C., 12' BAYS, DF -L #2 0 2' X 8' FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT WAMBEKE ENGINEERING Daniel Wambeke, P. E. Spokenet .Ast99c 2223 Tel. 509-443-6186 Faro 509-448-6582 e-naR deanbeke9nsn.con FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DRAWN 9? DATE WAMBEKE —24-08 APPROVED I SCALE NTS IBC09 REV. 12 3068 MANDDOR OPTION OPTIONAL FRONT ELEVATION NOTES FOR OPTIONAL FRONT ELEVATIONS 0 HALF TRUSS DESIGN BY OTHERS 0 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS 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. S6 2' X 4' WINDOW JAMB N.T.S. OPENING WAMBEKE ENGINEERING 2913 East 61st Court Danlel Wambeke, P. E. Spokane, VA 99223 Telt 509-443-6186 Fax. 509-448-6582 e-na0 dsanbeketnsn,co+ FRONT ELEVATION PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKA E. WA 99218 DRAWN BY DATE WAMBEKE —24-08 IBC12 APPROVED SCALE NTS REV. S1 S2 -% S3 if BB CD-\ TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING 0 GABLE END TRUSS S2 DOUBLE INTERI❑R TRUSSES 0 GABLE END POST 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' 0.C. 0 2' X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED! 3K ROOF STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT * 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' 313 ENDWALL STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT * 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 DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF DIAPHRAGM SCREWS TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE N.T.S. STEEL SHEETING SCREW PATTERNS WAMBEKE ENGINEERING 2SoaeAt Court Wanbeke, P. E. pkn, W9922 N,T.S Tel. 509-443-6186 Fax. 509-418-6582 a-noK dannbekelnsn.con TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKAE. WA 99218 12 DRAWN BY DATE WAMBEKE —24-08 APPROVED SCALE NTS IBC14 REV. - 16d NAILS 6", 8" OR 10" POST 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' ❑.C, FOR BAYS LARGER THAN 11' - 1601 GALV. NAILS EACH GIRT 2' X 6' FLAT GIRT @ 24' ❑, C, FOR 8', 10' & 11' BAYS TYPICAL GIRT CONNECTION GABLE END TRUSS 2' X 6' X 18' BOLTING BLOCK 2' X 6' X 18' BOLTING BLOCK 8 - 16d NAILS CORNER POST DETAIL 3 - 16d NAILS TYP, GABLE END TRUSS CONNECTI❑N USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS WAMBEKE ENGINEERING Daniel Wnribeke, P. E. 2913 East JAst992 3t Teo 509-443-6186 Faxi 509-448-6582 e-nnll deonbtkeMsn.con GIRT CONNECTIONS, GABLE END TRUSS CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKA E. WA 99218 DRAWN BY DATE WAMBEKE —30-0B APPROVED SCALE NTS IBC15 REV. lf1'-n' na l2' -n' 4�. 3/4'0 BOLT SHELF PLAN (}' - 24' SPAN BUILO1 .0 Lia .i+< 3/4'0 C -DX PLYWOOD - GLUE 8, SCREW 16d NAILS FLOOR JOISTS (TYPICAL)• FLOOR BEAM FRONT SIDE OF POST 20'0 /7-3/yyYp YY f. 1 4'0 M. �BOE T A � A \-4 -I6d NAILS SECTION A -A FLOOR JOISTS (TYPICAL) 3/4'0 C -DX PLYWOOD\ r Y `2' X 12' DF -L #2 RIM FLOOR BEAM SECTION B -B SHELF SPECIFICATIONS: GENERAL - ALL SHELF CONSTRUCTION INSIDE POST FRAME 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 SITUATIONS - OTHER LOAD SITUATIONS WILL REQUIRE INDIVIDUAL ENGINEERING. DESIGN LOADS - FLOOR LIVE LOAD = 40 PSF FLOOR DEAD LOAD = 10 PSF' CEIUNG LL = 0 PSF CEIUNG DL = 0 PSF WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19X BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. TREATED WOOD SHALL CONFORM 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. BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. FLOOR DECKING SHALL BE STRUCTURAL QUALITY TONGUE & GROOVE C -DX PLYWOOD OR ORIENTED STRAND BOARD. FLOOR DECKING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS. WAMBEKE ENGINEERING 2913 East 61st �� t Daniel Warobeke, P. E. Spokane .'A 99223 Tel, S09-443-6186 Fax. 509-44B-6382 e-raN tlxanbekeensn.con 6'—O' WIDE SHELF INSIDE 20' TO 24' SPAN POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE, WASHINGTON 99218 DRAWN BY DATE DRAWING NOJ ZIEGLER.SHELF WAMBEKE1-10-10 SCALE.1/4' z /'_piSNEET. 1 OF 1 REV. )(f F' DF -L #2 FLOOR JOISTS 2 24'O: E. - JOIST HA 2' X 12' 1-1,1%-#2 RIM Bf_AC4 B P I 11 N 33 a i 1 X S E 1 - ti$ 4-- t -1 I. \ - `1 3/4' X 14' RU4 $I�AtL:-f- REST ON 13/4�Lp09 Ir4JJ hI l I 4�. 3/4'0 BOLT SHELF PLAN (}' - 24' SPAN BUILO1 .0 Lia .i+< 3/4'0 C -DX PLYWOOD - GLUE 8, SCREW 16d NAILS FLOOR JOISTS (TYPICAL)• FLOOR BEAM FRONT SIDE OF POST 20'0 /7-3/yyYp YY f. 1 4'0 M. �BOE T A � A \-4 -I6d NAILS SECTION A -A FLOOR JOISTS (TYPICAL) 3/4'0 C -DX PLYWOOD\ r Y `2' X 12' DF -L #2 RIM FLOOR BEAM SECTION B -B SHELF SPECIFICATIONS: GENERAL - ALL SHELF CONSTRUCTION INSIDE POST FRAME 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 SITUATIONS - OTHER LOAD SITUATIONS WILL REQUIRE INDIVIDUAL ENGINEERING. DESIGN LOADS - FLOOR LIVE LOAD = 40 PSF FLOOR DEAD LOAD = 10 PSF' CEIUNG LL = 0 PSF CEIUNG DL = 0 PSF WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19X BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. TREATED WOOD SHALL CONFORM 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. BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. FLOOR DECKING SHALL BE STRUCTURAL QUALITY TONGUE & GROOVE C -DX PLYWOOD OR ORIENTED STRAND BOARD. FLOOR DECKING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS. WAMBEKE ENGINEERING 2913 East 61st �� t Daniel Warobeke, P. E. Spokane .'A 99223 Tel, S09-443-6186 Fax. 509-44B-6382 e-raN tlxanbekeensn.con 6'—O' WIDE SHELF INSIDE 20' TO 24' SPAN POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE, WASHINGTON 99218 DRAWN BY DATE DRAWING NOJ ZIEGLER.SHELF WAMBEKE1-10-10 SCALE.1/4' z /'_piSNEET. 1 OF 1 REV. PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS 12-DCD--0RDU-Ni4 THESE PLANS MUST BE KEPT Anoci 3�� ,f;\ ON THE JOB SITE CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS