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2013, 09-03 Permit App: BLD-2013-1753 Pole Bldg , 7Community Development Department (Staff Use Only) Permit Center 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: SCITYOF Spokane Valley, WA 99206 pokane Tel: (509) 688-0036 PERMIT FEE: ValleFax: (509) 688-0037 x permitcenter@spokanevallev.orq RESIDENTIAL CONSTRUCTION PERMI APPLICATION ..0 ..,_._-_ 0 NEW CONSTRUCTION I ADDITION/REMODEL 141 41qGG; SORY BUILDING_ NI DECK IE OTHER SITE ADDRESS: 13 0 S E SES a L , __,_). ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: �a F;;.4 / BUILDING OWNER NAME: NAME: Ai.€ei„1 Ja e04ai'? ( ADDRESS: / 3 0 U 5 e . 5eG/igv 4/ iv'' CITY: 5/0 K a 4,,A,A VA,ii-ev STATE: u,4 ZIP: 7 }! 4 PHONE: S`(, 1- y9'- 0 30s FAX: CELL: 5 sm CONTACT NAME: PHONE: FAX: CELL: • CONTRACTOR NAME: j fip-t�-Y, /6d r - 4/1 MAILING ADDRESS: 2 l 4 v" Z.(,�rlt4v" / 4 I ©0 ) e_ f/e-ar/,-€ lv-1 CITY: . _ f v f rd�', �dl�47 STATE: (.(4 ZIP: 4/60/6 PHONE: 5-0 41 — c c1)- / 8-0( 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 1 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 s7 6 FT: Area: Property: No. of Bedrooms: Hifi Construction Type: $T..ec I Heat Source: H//4 Sewer or Septic: TA TOTAL COST OF PROJECT: $ /0 , 50O a 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. i11Signaturet.1(1Date: /-3 — !3 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 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) o 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 (crawlspace, basement or slab on grade): o Footing sizes and locations o Supporting wood cripple walls or beams o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting o 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 o Window well locations if applicable o Brace wall panel locations o Room usage labels o Water heater and furnace locations ❑ 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 ❑ 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 o 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 ❑ 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 ❑ Stairway tread rise & run and nosing 0 Handrail/Guard height&spacing Residential Driveway Spore PAVING WAIVER VAl�y� Community Development— Planning Division 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.720.5026 ♦ Fax: 509.688.0037 1 planning®spokanevaltey.org Spokane Valley Municipal Code(SVMC)Section 19.40.020.8; "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: /ll eH, I T. 60,-e 0,-e// PARCEL#: 5 ?2, / ADDRESS: 1 3o o5— E 5-evt1 k-o /h' f CITY: S/,,d k Gl/;7 Vd(L, STATE: (4 4 ZIP: get?/ 6 PHONE: yyf( -03 o FAx: CELL: EMAIL: Ka xaktcHes4e. l/J t .' 6"1.1 PART Il —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 w e U 3. Do you plan on using the detached structure to park vehicles? ❑ YES ® NO If yes, then what type of vehicles? 4. Do you plan to conduct a business from proposed detached structure? ❑ YES © NO If so, what is the nature of your business? PART III —AUTHORIZATION (,(PRINT NAME) A/A, f we 1/ owner, 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 Valley Communi y Development Department, Planning Division, within 30 days. `"I.✓l 9 - 3 l3 Owner Signatu 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 /34(7 , �7YINl, ac/e., , SAID ADDRESS FOR PERMIT#: V 4.}.& o '/�//3 Plannihlg Division Staff Signature Date Created 6/27/11 Page 1 of 1 V WAMBEKE ENGINEERING 2913 East 61St Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com August 28, 2013 Mr. Brian Barnett ZIEGLER LUMBER COMPANY 17002 East Sprague Avenue Spokane Valley, WA 99037 SUBJECT: 24' X 24' X 10'0" POST FRAME BUILDING FOR NEAL POWELL, 13005 E. SEMRO, SPOKANE VALLEY, WA Dear Brian: This post frame building was sold to Mr. Powell 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 10' X 8' overhead door and a 3' pass 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 no openings. 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, / . � j � \,` WAMeF Daniel Wambeke, P.E. 4, P2 NtLi Enclosure �/ -ii DW:dw Bc b 13 1753 0 ,8067 ,,<:, •_ 1 FILE Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems POWELL 12'-0" 12'-0" ►I ■ • • 6x6x18' 12'-0" Note: All Poles 6x6x16' unless otherwise noted ' 33'-11" ■ 24'-Q.. A 12'-0" 10x8 OHD 3/0 RH Door • n 6x6 18' 4x6 16' ■ 3'-;- 10'-3" �I 3'-2" 24'-0" � WA446, oF\NASH <<N1- t-, ,-• , '. -Ot679 �SSio lI v ` A� �a 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 FOOTING DIMENSIONS, B = 1'-8"; D = 3'-0" MAXIMUM POST SPACING 12'-0" S3 PURLINS @ 24' O.C., BEARING OR JOIST HANGERS (TYPICAL) A SPAN Li _ . 1, Z v,0 Li A zA -1\,w J ¢ DOUBLE TRUSSES Q O > D I-I n- • --j j W o N oCCI J A X X o a. .NNa_ N VW. .J N, D �D `- cp o-- EhfinUIBLE TRUSSES — — -gg o n- r z >- z - A 3 A : 1 ce� Q 1 • o Q� • 1D • *60 1 o • o © \ \ o • N .`Nr • O Na) N . LJ W N N /_ �� SINGLE TRUSS. Z ® W PLAN VIEW N,T,S, WAMBEKE ENGINEERING 1��' Daniel Var�beke, P. E. eSPokx t 6Ast9922233t `� Ota 11A3$f Tel.509-443-6186 Fox.309-448-6382 e- ll dranbekelnVsn.con � Apriiik � .BUILDING PLAN VIEW i° STANDARD POST FRAME BUILDING PLANS 4..: � . ' ,?(,.-<1 ZIEGLER LUMBER COMPANY 0 620 EAST HOLLAND 44, 4),..„187,...0o �,�,.�' SPOKA DATE WA 99218 '� REV. `rrONALlc' cu , x q1JAMBEKSCALE—24—OS IBC-01.40WA NTS • SEE DETAIL 1 12 ^' 4\4,,!!! S� 4I DETAIL 601 r`® -�` Z •: D / •, 5� D NOTES FOR SECTION A—A o E 0 TYPICAL PURLIN, SEE FLOOR U • PLAN FOR SIZE • N. J SZ TRUSS DESIGN BY OTHERS Z D 0 2' X 6' @ 24' 0. C., 10' BAYS '—' Q DF—L #2 GIRTS FLAT @ 24' D.C. I O = / 2' X 6' @ 24' O. C., 12' BAYS SEE 1 S3 W u DF-L #2 GIRTS FLAT @ 24' ❑.C. DETAIL N 0 CONCRETE FOOTING, SEE SCHEDULE 2 8 W S5 EXTEND POST TO TOP OF PURLIN (4 ` RO❑F FASTENED TO PURLINS WITH 1 1 1/2' LONG WOODFAST TEKS. WALLS FASTENED TO Q GIRTS WITH 1' LONG . • s WOODFAST TEKS. : 0 . SEE F❑❑TING . IIMU DETAIL :44.:.:.: B BUILDING SECTION A -- A N,T.S. 1tL w Domlel WAMBWartEKEeke, P ENGINE. E. ERING t 131 RASgI yo 509-443-6186 Fox'509-448-6582 e-no daanbekeenan,con 4 f 49' l �� STANDARD BUILDING SECTION '' . STANDARD POST FRAME BUILDING PLANS y r ZIEGLER LUMBER COMPANY o 620 EAST HOLLAND ieo-� SPOKA E. WA 99218 sI.Y'1•L''r'"'� DRAWN BY DATE REV. SIGNAL #� WAMBEKE —24-08 APPROVED SCALE IBC-02.4OWA 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 1V,I' w WAMBEKE ENGINEERING Daniel Wambeke, P. E. Soakont�MUst99223t di 11A$$j 42 TO 809-443-6186 Fax.309-448-6582 e-nall deanbeket�n.con 7 r. j�' 2012 IBC SPECIFICATIONS FOR cN� • /�� TYPICAL POST FRAME BUILDINGSi( • r ZIEGLER LUMBER COMPANY 0 620 EAST HOLLAND 160.7 SPOKA E. WA 99218 sl aw c;s. DRAWN HY DATE REV. ZONAL # WAMBEKE —08-10 APPROVED SCALE IBC03-40WA NTS NOTES FOR FOOTING DETAIL ® TREATED POSTS AS SIZED PER SCHEDULE 0 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING C3 UNDISTURBED SOIL z U CU Z ® GRADE O EY ® ~ Q W k v---1 W 110 FOOTING DETAIL N.T.S. WAMBEKE ENGINEERING 8913 East d Court �y1 o Danlel WaMbeke, P, E. soith,k,5� 99223 OF Al ' Tet.509-443-6186 Fax 309-448-6388 e-AAR deonbekelnsn,con � STANDARD FOOTING DETAILS / `�4'� ' �'�� STANDARD POST FRAME BUILDING PLANS `I ZIEGLER LUMBER COMPANY 0 620 EAST HOLLAND k ieo 1, ti SPOKA DATE WA 99218 s G WAMBEKE —24-08 REV. jO.NAL 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'-O" 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"c6 X 3'—O" DEEP FOR WALL HEIGHTS TO 15'-0". ABOVE 15'-0" WALL HEIGHT, FOOTINGS SHALL BE 24"O 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". 1V1 W Danlel WAMBEKEP ENGINEERI,NaGWambeke, t 01 1fAS¢r TO 509-443-6186 Fax,509-448-6582 e-naR deanbekelinn.can `' PS ,'^!�� POST & FOOTING SIZES �° r 4S !K 12' TO 24' SPANS - 40 PSF L.L. STANDARD POST FRAME BUILDING PLANS ~fie' ZIEGLER LUMBER COMPANY 0 620 EAST HOLLAND k 18D67 SPOKA E. WA 99218 s Sflt% DRAVN HY DATE REV. �:j NAL l� WAMBEKE -24-08 IBCO5-24.40WA APPROVED SCALE NTS NOTES FOR CONNECTION DETAIL 0 MANUFACTURED TRUSS TOP CHORDS 0 TRUSS DESIGN BY TRUSS MANUFACTURER ®PURLIN SUPPORT STRUT 2' X 6' X FULL `` DEPTHTOP CHORD PLUS PURLIN. NAILILPURLINS W/(3) 16d NAILS •``�„,p ©3 NAIL STRUT TO TOP CHORD W/(3) 16d r MfrHetiA/C0rlp NAILS EACH SIDE, �� A N ©4 MANUFACTURED TRUSS - NAIL TO EACH SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK fiPio./ ® ©5 WOOD POST, SEE POST/FOOTING SCHEDULE, OS2 e' k V-4 �-/ /N ©4 - 10d NAILS NAI�/NG�8C0 -11144 ,• ' p-•-&.,�D N8 cr1pN a TYPI PURLOINKISEEAFLOORNPLAIND FOR ISIZE !2 'i VD 2' X 6' OR 2' X 8' EAVE GIRT �,�� ® KNEE BRACE, IF REQ'D. SEE POST SCHEDULE AND DETAIL 2 II/•�� •p� 1�2' X 6' X 24' OR 2' X X 24' BLOCK IN pp 1 1 - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD �r �B NNfCrl 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE t �,i7 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 e BOLTING BLOCK - 36' & 40' � 14 - ® 5 - 3/4' 0 M. BOLT 8 BOLTING BLOCK - 60' t, 45 ®1 4 - 16d NAILS ��Sl PURLIN CONNECTION METHODS! �' A). PURLINS MAY BE HUNG /. �0 FFOFF ACESHW/ SIDS TOP CHORD ® SIMPSON JOIST HANGERS 0 OR EQUAL, B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS COINTO EACH PURLIN, C). PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS. ---• ON CONNECTION METHODS 'B' AND 'C', TOENAIL DETAIL 1 - TRUSS COLUMN w U)SIDEdAILIF PINTON CONNECTION, PURLIN SUPPORT EACH TOP CHORD MEMBER N.TS. 0I' WAMBEKE ENGINEERING Daniel Wambeke. P. E. 3Dokalates.VAs4 AA* 01 RAS1Itt, TO 309-443-6186 Fan 309-448-6382 e-na0 dranbekiP n,con 44' �/� ?� TRUSS — COLUMN CONNECTION / � '� 1 '� r PURLIN CONNECTION METHODS A w e STANDARD POST FRAME BUILDING PLANS b ZIEGLER LUMBER COMPANY '� 620 EAST HOLLAND �� 18067 SPOKA E. WA 99218 ass ANAL � WAMBEKE DRAWN BY DATE—24-08 IBCO6 REV, APPROVED SCALE NTS \/ / , , , /-,/ /\ % %/ / q-/. /%/\/ /\/%/ TYPICAL SIDE ELEVATION N.T.S. 11 WA4 WAMBEKE ENGINEERING Daniel Warlbeke, P. E. a 1 �tg�,t9t 7 of w . TO 509-443-6106 Fax.509-448-6582 e-no0 d,onbeke®nsncon �,��+ ♦�`�',/�� TYPICAL SIDE ELEVATION i ' ' w, STANDARD POST FRAME BUILDING PUNS ZIEGLER LUMBER COMPANY o 620 EAST HOLLAND iso. ➢" SPOKA E. WA 99218 sI�YTL►6 �� DRAWN BY DATE REV. WAMBEKE -24-08 IONAL APPROVED SCALE IBCO8A NTS • 1111 4 112I,' `,`� 41riallik141111 01° 74111 I�1 1MIRt 1-1 20' 0' MAXIMUM 1-1 1�1 1!' 1 1�1 1 © SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION NOTES FOR FRONT ELEVATI❑N N,r.s, 0 GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER SUPPORT PURLINS @ END TRUSS W/2" X 6' 0 TREATED 2" X 6' BOTTOM GIRT 0 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 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 WAMBEKE 1�L ENGINEERIN61G-�.Daniel Wambeke, P. E, 9cok..: VA 992231 (111fA5 TO 509-443-6186 Fain 509-448-6382 rrAI deonbekelnsncon �b�bj� FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND . ieob7 SPOKA E. WA 99218 DRAWN re DATE sSf6N ,r ( A WAMBEKE —24-08 IBC09V APPROVED SCALE NTS • 12 �'\'en`t`t 4 '�`�' �jt't�i 'ETAI —ORO 3 I' `0 OPENING 3068 MAND❑❑R ❑PTI❑N v w :. OPTIONAL FRONT ELEVATION N,T,S. NOTES FOR OPTIONAL FRONT ELEVATIONS S1 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 S3 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, Cl) 2' X 4' WINDOW JAMB 1�L TA4 Daniel WAMBEKEP ENGINEERINGWaribeke, Ri9SrEt co R TO 509-443-6186 Fax.509-448-6502 e-no0 dwnbeke1nencon 4`'�4 ''y; FRONT ELEVATION ,01 / PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY o � 620 EAST HOLLAND Ieo.� SPOKA E. WA 99218 'fir TL�►�f"" .��. DRAWN BY DATE REV. SIO WAMBEKE —24-08 NAL APPROVED SCALE IBC12 NTS S1 0 S3 1 1B S4 1 .] S5 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING S1 GABLE END TRUSS SD DOUBLE INTERIOR TRUSSES (ED GABLE END POST S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. S5 2' X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED' * 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 - EACH PURLIN) * EAVE AND RIDGE PURLIN SCREWS' #14 xl 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' @ 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 SCREWSOL 1IAS�d Jam, sv,ir01E $l* l� �(`-- ENDWALL DSCREWS 2 ESN 8 GALBASE GIRT ACROSS 1 1,- EAVE & RIDGE PURLINS ON GABLE END TRUSS TOP CHORD, 7` r' 1 glito s1ONAL DOTED ABOSCREWS) TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS WAMBEKE ENGINEERING Danlei3 , a E. roa4� N,T,S '9-44-6186 ` 5099.449-6582 dion TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKA E. WA 99218 DRAWN BY DATE REV, WAMBEKE -24-08 IBC14 APPROVED SCALE NTS • ' 1" 1" 1 2 - 16d NAILS -l — T._- 111 Cu 6", 8" OR -- 10" POST CU .i....___ 1 NAILING .I_.-- NAILING PATTERN FOR POST AMINATIONS 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' �,\. - 16c1 GALV, NAILS EACH GIRT .... d ' X 6' FLAT GIRT @ 24' 0. C. CU FOR 8', 10' & 11' BAYS '1, TYPICAL GIRT CONNECTION GABLE END TRUSS 8 - 16d NAILS modelliiiiii. \tt TrA4 gallir ,t 01 Asti t, v.. /* 7/ 't,A .ii 8 16d NAILS42 X 6 X 18' 0 BOLTING BLOCK CORNER POST ,ss,toIao6 Gti TONAL WAMBEKE ENGINEERING �q��t 8 - 16d NAILS Daniel Wargbeke, P. E. spakon',tr 99223 Teb 369-443-6166 Fax.369-448-638e e-nab deanbeke8ns,con 2' X 6' X 18' pi. 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 WAMBEKE —24-08 IBC15 ALL CORNER COLUMN GIRTS APPROVED SCALE NTS 10'-0' OR 12'-0' 10'-0' OR 12'-0' 2' X 6' DF -L 1*2 FLOOR JOISTS E 24' 0. C. - JOIST HANG-\ 2' X 12' DF -L 82 RIM BEAM `1 3/4' X 14' RIM BEAM - REST ON 1 3/4' POST NOTCH B 1 A SHELF PLAN 20' — 24' SPAN BUILDINGS 3/4.0 C -DX & SCREW PLYWOOD - GLUE 3/4'0 M. BOLT 16d NAILS LOOR JOISTS FLOOR BEAM (TYPICAL) FRONT SIDE OF POST 111 SECTION A—A 3/4'0 M. BOLT yyyy YY I1 A I II II 3/4'0 C -DX PLYWOOD \-4 -16d NAILS FLOOR JOISTS (TYPICAL) ` A E A `2' X 12' DF -L k2 RIM FLOOR BEAM 0'0 1 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' CEILING LL = 0 PSF CEILING DL = 0 PSF WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #l2 OR BETTER BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAIUNG 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. SECTION B—B ,e • • R acng WAMBEKE ENGINEERING Daniel Wartbeke, P. E. Spdm 0. VA 992231 TO 509-443-6186 Fan 509-448-6582 a -nail dwanbeke8 o, con 6'-0' WIDE SHELF INSIDE 20' TO 24' SPAN POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE, WASHINGTON 99218 DRAWN BY DATE DRAWING NWZIE�G1LER.SHELF VAMEEKE 1-10-10 SCALE�1/4' - l'-O'ISHEET, 1 OF 1 REV. c..."1"111.1. oimaadla • tug •rog C.N.0.41). FILE Spokane REViE FOR FOR CODE COMPLIANCE SPO E /ALLEY BU L INC DIVISION -- — G !"% i