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2013, 09-09 Permit App: BLD-2013-1805 Storage Bldg Community Development Department (Staff Use Only) Permit Center 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: Spokane Spokane Valley,WA 99206 Tel: (509) 688-0036 PERMIT FEE: 4. 0Salle Fax: itcen r@spok 7 x Fax: ( 09) 6Ca�-0037 evallev.orq y , RESIDENTIAL CONSTRUCTION PERMIT APPLICATION I NEW CONSTRUCTION Q ADDITION/REMODEL ACCESSORY BUILDING fa 1 DECK SITE ADDRESS: ( /q /1 Vi 5-1-4. 1- „ En "- ?013 - ,h ASSESSORS PARCEL NO.: • LECCL iik§e \� E BUILDING OWNER NAME: j NAME: 6 r (O V\ 5k ac--v— I ADDRESS: f V\ V/ 11A I C V PFR U CENTER. 4 CITY: 6'PQKam� Uci \ e STAT : � ) .._ v._--'I E PIP • S �1 PHONE. O a 5 f 97e� FAX: _____.---m. L:' CONTACT NAME: (3r�tVa Y\ PHONE: FAX: CELL: CONTRACTOR NAME: MAILING ADDRESS: (9 a_ e CITY• VV 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: - ,O -��� 2S1D Tat 0c.;4 j t • i ****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 Finished Basement SQ FT: FT: Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on FT: Area: Property: No. of Bedrooms: Construction Type: Heat Source: Sewer or Septic: TOTAL COST OF PROJECT: $ 5'y 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 subsequen y approved before this application can be processed. Signature ,,— Date: 9cO/3 Updated 1-11-11 Page 1 of 1 http://www.spokaneva Iley.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 ❑ 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 ❑ 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 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 ❑ 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 o Sheathing or concrete floor size/insulation Foundation Wall o Concrete or Masonry unit width ❑ 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 Spokane PAVING WAIVER Community Development— Planning Division 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.720.5026 ♦ Fax: 509.688.0037•planning@spokanevallev.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: 6 0L� 5 f \ ,� PARCEL#: q y / s 3 , d/3? ADDRESS: 6,! c V, .1i- A CITY: 5 P6 Kavi Iia 1 (e' STATE Pt' ZIP: g 9 a 1 P• 6M5/".97.81)- PHONE:50FAx: CELL: EMAIL: PART II —DETAILS OF PAVING WAIVER 1. Do you have an existing garage for parking daily use vehicles?AYES ❑ NO 2. Is the proposed detached structure used for storage only? YES '? 0 3. Do you plan on using the detached structure to park vehicles? ❑ YES )1 NO If yes, then what type of vehicles? 4. Do you plan to conduct a business from proposed detached structure? ❑ YES /0 NO If so, what is the nature of your business? PART HI —AUTHORIZATION I,(PRINT NAME)Q3r' Qtf\ owner, hereby confirm that the information provided on this form is true and corrct. 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 okane Valley '-- munity I- lopment Department, Planning Division, within 30 days. Ow•er Signature Date PART IV— DECISION STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER ON BEHALF(\ OFT E MMUNITY DEVELOPMENT ' DIRECTOR AND Fl D THE REQUEST IS GRANTED AT � N1 1 SAID D SFO PERMIT#: L J [��` o s I nning ivision Staff Signature Date Created 6/27/11 Page 1 of 1 , . . . 1/17 i r roic?ci -,- r. -.„.1JED c':-;‘',/ P E:-RV,!T CENTER ,•; _ , ._ • !;';'.!1-: .:- ; / , . • IX/ ' .'). ..,'• , I'''' 71.)4;',..' .4. i 5..' 1, V ' . (P c-,••• to , . _ ) -. . Z. , , fk, 2 7.--' ----..... ; ( ; Ze . 'r. . i 4 I q•-•'a ....-) : 1 ; 1 66 1 LL( 7,-------- -- , __---'---------A ) ; . PLANNING 1.;'..'".1'.-.: .''..7-7:' ..':)'•!7D (4) 2 , z•-• fin ... BY: , - — o, ( • --C1 1 3 ! , • • . '104 KCr. _____.. .... 110.-mge-444r-w..-..r,.�-x..--... .._...50- 46_ ...100...„ 105 - 100 - - -1nr- - - wv'� �r�'�e' -.• 100- .,r1gi,G2 w. 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I13.1005 1 pi 4.0543 C 3.0652 I 3.0650 n 3.0649 $ 3.0527 W 4.0568. 4 11oe1 Q 125 ry� t ' 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: 30' X 24' X 10'0" POST FRAME BUILDING FOR BRYAN SHAFER, 619 NORTH VISTA ROAD, SPOKANE VALLEY,WA Dear Brian: This post frame building was sold to Mr. Shafer 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 16' 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, (Zaud I �F WAsy/ Daniel Wambeke, P.E. Project f",- a�J` ?S �3— I6`V� E CPQ _ e Enclosure ai'RECF ¢ �, R 1 DW:dw C` a Q Lb j I AN, 9cc1-8067 `p \_� C‘-t.9 ESTE a CONAL CSV PERM ' CENTER S U E r- -- -- + p7-1 1:. _— FILE Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems SHAFER 10'-0" 1-I-1 10'-0" 10'-0" J 6X6 20' 6X6 20' L Note: All Poles 12'-0" 6X_6 X 16_ unless otherwise noted 38'-5" C 24'-0" TRUS DIRECTION 12'-0" 16X8 OHD ' n 4x6 6X6 20' H n r 3'-2" —I 16'-3" ►®- 2'_0" 30'-0" 30x24 10' 0.. L W qMB � oF WAsy, ‘</ F� , T q 1806 O 9_0G!STEP� (�j� /DNAL- � NOTES FOR FLOOR PLAN 0 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET 0 GABLE END WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS, B = 1'-8"; D = 3'-0" MAXIMUM POST SPACING 12'-0" 0 PURLINS @ 24' O.C., BEARING OR JOIST HANGERS (TYPICAL) PI SPAN W t '1 I (Xn ~ pl ' V 0 W zQ —41 W J a DOUBLE TRUSSES H A- - 23 - - _ _____E J -1 J nAfy `V Q O n > J • > W LO o• ALL o J RI X (n X O • a_ (11 L, (U o '-' N d tW J N CW/1 D ./D a f "23 ]nVIBLE TRUSSES _ _ —gg H V � 1- � � A 3 A ez 1 Q,, , Mgr 1 (� 0-H •ip O • • D I cp XCU Xci (U C9) (U . W N W CU N CA SINGLE TRUSS Dit PLAN VIEW N.T.S. WAMBEKE ENGINEERING 1�L Daniel Waribeke, P. C.ENGINEERING `.. �4•OF x t % ., Teti 509-443-6186 Fox,509-448-6582 e-nok dwonbekelnanson a j4+ BUILDING PLAN VIEW 1 i' STANDARD POST FRAME BUILDING PLANS H,`" ZIEGLER LUMBER COMPANY ) 620 EAST HOLLAND iao-� SPOKA E. WA 99218 SIS I WDRAWN BY AMBEKE DATE REV. ZONAL APPROVED SCALE 08 IBC—O1.40WA NTS • SEE DETAIL 1 12 ^' SEE 4 )no„ �� 0� i 1 pAill lb ii,_ DETAIL `' ‘011 :1. AblIL.40 Alita:":44,- / 1 , 5---, m / NOTES FOR SECTI❑N A—A ; O TYPICAL PURLIN, SEE FLOOR U • S1 PLAN FOR SIZE •• N LAJ S2 TRUSS DESIGN BY OTHERS 4 Z D 0 2' X 6' @ 24' a C„ 10' BAYS ~' A DF—L #2 GIRTS FLAT @ 24' O.C. I O = i 2' X 6' @ 24' a C„ 12' BAYS SEE I' 0 U u DF—L #2 GIRTS FLAT @ 24' O.C. DETAIL 0 CONCRETE FOOTING, SEE SCHEDULE 2 W S5 EXTEND POST TO TOP OF PURLIN V) 6 ROOF FASTENED TO PURLINS WITH 4 1 1/2' LONG WOODFAST TEKS, •. WALLS FASTENED TO Q GIRTS WITH 1' LONG • ' WOODFAST TEKS. 0 , •• SEE F❑❑TING DETAIL B BUILDING SECTION A -- A N,T,S. WAMBEKE ENGINE2E9�3RING��,. t�1' Daniel Warlbeke, P. E. Spokani`3ket99223t �F TtASto Tel 709-443-6186 Fax.509-448-6382 e-nnll dambekelron,con 7STAN�j ��� 1,,,: � DARD BUILDING SECTION a'c STANDARD POST FRAME BUILDING PLANS r e r ZIEGLER LUMBER COMPANY o 620 EAST HOLLAND ,',;[�y ,•+p��y.>sob� SPOKA E. WA 99218 �s l ►�"" �1 DRAWN BY DATE REV, `S1ONAL # WAMBEKE —24-08 APPROVED SCALE IBC-02.40WA NTS • BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2012 THE INTERNATIONAL BUILDING CODE (IBC 2012) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 40 PSF LIVE LOAD, 110 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF 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's = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-11. WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVE TREATED WOOD SHALL BE HOT—DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED DIMENSION LUMBER SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. POSTS SHALL BE TAGGED FOR AND CONFORM TO AWPA CATEGORY UC4B FOR BELOW GRADE USE. ALL POST MATERIALS SHALL BE HEM—FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ALTERNATE ROOFING & SIDING APPLICATIONS — BUILDING ROOF MAY BE SHEETED WITH 15/32" O.S.B. BOARD, 1/2" C—DX PLYWOOD OR OTHER APA RATED SHEETING, NAILED 0 6" 0. C. W/ 8d OR 10d NAILS. FINISH COVERING FOR SHEETED ROOF MAY BE COMPOSITION ROOFING OVER 30# FELT, OR 29 GAUGE METAL ROOFING OVER 15# FELT. BUILDING MAY BE SIDED WITH 7/16" O.S.B. BOARD, 1/2" C—DX PLYWOOD, 15/32" T-111 PLYWOOD SIDING OR HARDI—PLANK. LAP SIDING MAY BE INSTALLED OVER BUILDING WRAP AND WALL SHEETING. SHEETING SHALL BE FASTENED TO GIRTS WITH 8d, NAILS 0 6" 0. C., OR 1 1/2" LONG X 16 GA. STEEL STAPLES 0 6" 0. C. 0 PANEL EDGES & INTERMEDIATE FRAMING. SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE OF WASHINGTON. TRUSS LOADING: TOP CHORD LIVE LOAD = 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF WAMBEKE ENGINEERING 1�L Daniel Wambeke, P. E. ,aokarewet V�et99223t OF 1(AS�r +. TO 509-443-6186 Fax.309-448-6382 e-n411 dwmb k,l,, eon 44' ,:i. #, ,I 2012 IBC SPECIFICATIONS FOR t'�t / & TYPICAL POST FRAME BUILDINGS A ZIEGLER LUMBER COMPANY 0 620 EAST HOLLAND ,{,�y� ,.D�,y,1B0.7 I SPOKA E. WA 99218 A4 9 "/s-row' DRAWN BY DATE REV, sjONAL #� WAMBEKE —08-10 APPROVED SCALE ISC03-40WA NTS , . . NOTES FOR FOOTING DETAIL 0 TREATED POSTS AS SIZED PER SCHEDULE • VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING LIJ Cf UNDISTURBED SOIL , u cu z < G GRADE e • 0 oz 1_ < u..1 110 I I 4 e....J.:i.e.:. i 4 1— a_ 1.1.J .. 1— *. I _ 104. -0000 FOOTING DETAIL N.T,S. 1Y444 WAMBEKE ENGINEERING Daniel Wambeke, P. E. Vokfule,Ngat9W a VASEr/ TO 509-443-6186 Fax,509-448-6582 e-noll dwaNbakeensnzon ,.$ fA '' STANDARD FOOTING DETAILS ci_i 1.' * STANDARD POST FRAME BUILDING PLANS 9' e:t ZIEGLER LUMBER COMPANY 620 EAST HOLLAND o 1.> iok.vtEsuco i SPOKANE. WA 99218 dzs, "4'1 e DRAWN BY DATE REV WAMBEKE —24-08 IOATAL . APPROVED SCALE 18C04 NTS POST/FOOTING SCHEDULE 30' 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" 26" 3'-0" NO 0.41 10'-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.41 10'-0" 12'-0" 6" X 6" W/2" X 6" 26" 31-0" NO 0.41 10'-0" 14'-0" 6" X 6" W/2" X 6" 27" 31-0" NO 0.44 10'-0" 16'-0" 6" X 8" 27" 3'-0" NO 0.44 10'-0" 18'-0" 6" X 8" W/2" X 6" 27" 3'-0" NO 0.44 10'-0" 20'-06" X 10" 27" 3'-0" NO 0.44 10'-0" 22'-0" 6" X 10" W/2" X 6" 27" 31-3" NO 0.48 10'-0" 24'-0" 6" X 12" 27,E 31-6, NO 0.52 12-0" 8'-0" 6" X 6" 30" 3'-0" NO 0.55 12-0" 101-0" 6" X 6" 30" 31-0 . NO 0.55 12-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.55 12-0" 14'-0" 6" X 8" 30" 3'-0" NO 0.55 12-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0.55 12-0" 18'-0" 6" X 10" 30" 31-0" NO 0.55 12-0" 20'-0" 6" X 10" W/2" X 6" 30" 3'-2 NO 0.58 12-0" 22'-0" 6" X 12" S0" 3,-4" NO 0.61 12-0" 24'-0" 6" X 14" 30" 31-8" NO 0.64 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'-O" DEEP FOR WALL HEIGHTS TO 15'-0". ABOVE 15'-0" WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONSTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". WAMBEKE ENGINEERING �p�.� \ 'L Dant Wambeke, P. E. SpokEE stY st99223 aft, �� lxi 509-443-6186 Fax.509-448-6586 t-rat dwanb,kalnsn.Con ' �' POST & FOOTING SIZES ' 4, 26' TO 32' SPANS — 40 PSF L.L. STANDARD POST FRAME BUILDING PLANS `0 ZIEGLER LUMBER COMPANY o 620 EAST HOLLAND 4, 4p�lss0 1 SPOKA E. WA 99218 ss DATE REV. IONAL WAMBEKE —24-08 APPROVED SCALE IBCO5-30.40WA NTS • NOTES FOR CONNECTION DETAIL 0 MANUFACTURED TRUSS TOP CHORDS 0 TRUSS DESIGN BY TRUSS MANUFACTURER Q PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN. I NAIL PURLINS W/(3) 16d NAILS P�QCIN Q NAIL STRUT TO TOP CHORD W/(3) 16d ;E`�HdDd , I NAILS EACH SIDE, A 4H ®MANUFACTURED TRUSS - NAIL TO EACH ago SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK C i1`""f ® ®WOOD POST, SEE POST/FOOTING SCHEDULE. S2 2' /�%��/ pu ©4 - lOd NAILS � p. N4PjSIZE NG B�0 11 qp��� Hg�HOD' CrtpN e SOLIDTYPPURLINKING SEEAT FLO CORNNECTION FOR POINTS. t2 �'+ 4) 2' X 6' OR 2' X 8' EAVE GIRT 441) ® iD KNEE BRACE, IF REQ'D, SEE POST SCHEDULE �, AND DETAIL 2 I •/��� niD 2' X 6' X 24' OR 2' X 8' X 24' BLOCK IH CO 1 - 3/4. 0 MACHINE BOLT THRU TRUSS T. CHORD ` ' iD .5crI 1 - 3/4. 0 MACHINE BOLT THRU KNEE BRACE `�� / i 1 - 3/4' 0 MACHINE BOLT THRU BOLTING BLOCK 2 - 3/4' 0 M, BOLT € BOLTING BLOCK - 24' & 30' e, 'I: ' 3 - 3/4' 0 M. BOLT B BOLTING BLOCK - 36' & 40' �r � i. ® 4 - 3/4. 0 M. BOLT E BOLTING BLOCK - 50' '' 5 - 3/4' 0 M. BOLT 8 BOLTING BLOCK - 60' � � ►�C 1� ®1 4 - 16d NAILS S4 : ��'� Cid ��S1 PURLIN CONNECTION METHODS' �' � A). PURLINS MAY BE HUNG ad OFF THE TRUSS TOP CHORD �, FACES W/ STD. ® SIMPSON JOIST HANGERS dic OR EQUAL. B). PURLINS MAY BE (Q1 BUTTED AND NAILED W/(2) 16d NAILS • 1 INTO EACH PURLIN, C), PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS. —/ ONANDCONNECTIONETH DS OENAIL DETAIL 1 - TRUSS COLUMN BACK SIDE IF PURLINW/(1) 16d NAIL INTO CONNECTION, PURLIN SUPPORT EACH TOP CHORD MEMBER N.T.S. WAMBEKE ENGINEERING A.\\$11 Daniel Waribeke, P. E. swat‘gtit 'tit 1ASiifA,_ , Tei'509-443-6186 nun 509-448-6582 t-iall dwibekelinn,con # �//� '',?,,i1,4 TRUSS - COLUMN CONNECTION ° "� 4.1 . PURLIN CONNECTION METHODS r( STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY w 620 EAST HOLLAND o A 4kik,18067,n SPOKA E. WA 99218 �sSj �N 5�� DRAWN DT DATE REV. WAMBEKE -24-08 IBC06 APPROVED SCALE NTS TYPICAL SIDE ELEVATION N.T.S. 1tii Y1WAMBEKE ENGINEERING Daniel Warnbeke. P. E, SoakoneEVVA 99P23t 01 QAStki / TeU X443-6106 Fm*709-448-6382 e-AAR di & onbekemn,con A ` Ir,At TYPICAL SIDE ELEVATION l r A"+ STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND R�18O.7 SPOKA E. WA 99218 `DIST y" 1 DRAWN HY DATE REV, VAMBEKE —24-08 TONAL APPROVED SCALE IBC08A NTS 12 � 4�1`�� -41111'4414,i iiilog 1II�. _I I I I _ a, 711111rmidm II20' 0'' MAXIMUM I II '=' I I I ''��\j\j��\''%�`',-,/,��, -,/, \',\''/''���',\j���j��j .''/\''%\'q SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION NOTES FOR FRONT ELEVATION N'T's' S1 GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER SUPPORT PURLINS @ END TRUSS W/2' X 6' 0 TREATED 2' X 6' BOTTOM GIRT 0 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 0 TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT .kyti��' WAMBEKE ENGINEERING Daniel Wambeke, P. E. TUT YA't99223t uF RA3f% te) TW 309-443-6186 Rua 509-448-6582 e-ral deonbekeensn.con4' FRONT ELEVATION tib 'F SINGLE OVERHEAD DOOR OPTION / ,, s A TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY o �1 ' 620 EAST HOLLAND 18067 SPOKA E. WA 99218 'ISTh►e " DRAWN B DATE REV, s WAMBEKE -24-08 I�NAL APPROVED SCALE IBC09 NTS 0011.1\11111r ETAI 3 0120 I CD II I 3068 MANDOOR OPTION `o OPENING 14 11A- OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS 0 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 11)1' nWAMBEKEP ENGINEE. E. QRIkanTNGt �� 1I Tek 509-443-6186 Fax,589-448-6582 e-, deonbekeensncon akt. FRONT ELEVATION + A PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS e - 1y : • � • • � ' 620 EAST HOLLAND SPOKANE. WA 99218 41 8'1'K�''"" �� DRAWN DY DATE REV I WAMBEK SIGNAL APPROVED S 2 SCALE,Zo8 IBC 12 NTS • S1 0 II11/ S3 0 • 411, TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. S1 GABLE END TRUSS Sc DOUBLE INTERIOR TRUSSES 0 GABLE END POST 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. SS 2' X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED. * 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' @ BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS ��yy S,+L • 01114111 tides ,,' DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS ,/,,k) ' DIAPHRAGM ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF 180.7 ,at' sl cIti 1ONAL DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS WAMBEKE ENGINEERING Daniel �� t N,T.S Tel. -43-6 886 F 309-448-6582 e-r.i dian,k,8ns. Courb 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 APPROVED SCALE IBC14 NTS , . 1' 1" — — 2 - I6d NAILS 1 — 1 -r-- N 6", 8' OR 10' POST Cu ai ..1..__ liii 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—\ •\.-- - 16c1 GALV, NAILS EACH GIRT L> ... -- ttlj ' X 6' FLAT GIRT @ 24' O. C. FOR 8', 10' & 11' BAYS .... •••• TYPICAL GIRT CONNECTION GABLE END TRUSS 8 - 16d NAILS 10011111111L ,.*1V',„...)Y44f6) 7" ,0‘... 8 - 16d NAILS . 2' X 6' X 18' BOLTING BLOCK 0 44, 4,,), ,Q CORNER POST 8061 tP,c,-"isrT1,1c;\. -101VAL 14'.- 0.111111M WAMBEKE ENGINEERING 8 - 16d NAILS Daniel Wcambeke, P. E. TogkE",&tan* Tots 509-443-6106 Taxi 509-440-6382 e-nal dwciniZetnancon 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 SPOKANE. WA 99218 TRUSS CONNECTION 4/DARMAINEKBEY —DA2TE4-08 REV. ' USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS APPROVED SCALE IBC15 NTS . . ` . � Spokane spa,: RUIL v!!`3);ON E _ ___' ���, �_� -„.