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2006, 06-15 Permit App: 06002220 Pole Bldg
Project Number: 06002220 Inv: 1 Application Date: 6/15/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 16 x 24 POLE BUILDING Contact: Z R ENTERPRIZE Address: PO BOX 591 C-S-Z: NINE MILE FALLS,WA 99026 Setbacks:Front Left: Right: Rear: Phone: (509)258-7494 Group Name: Site Information Project Name: Plat Key: 002751 Name: VERA District: F Parcel Number: 45234.0411 Block: Lot: SiteAddress: 14928 E 8TH AVE Owner:Name: SHISHOV,ALAXANDER Address: 14928 E 8TH AVE Location::CSV VERADALE,WA 99037 Zoning: AGRI Water District: Hold: ❑ Area: _,725.00 Acres Width: 67 Depth: 175 Right Of Way(ft): 40 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information• a.. ,� ; __. �a x: �. .. M Review Building Plan Review Released By: Originally Released: 6/12/2006 By: TMELBOU Driveway/Approach Released By: Originally Released: 6/15/2006 By: amblake Landuse/Zoning/HE Conditions Released By: Originally Released: 6/9/2006 By: cjjanssen Sewer Review Released By: SEE FAX FROM HEALTH Originally Released: 6/15/2006 By: amblake Operator: AMB Printed By: AMB Print Date: 6/15/2006 Project Number: 06002220 Inv: 1 Application Date: 6/8/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: „a, ....,... a, _.- ... .,. .mmnE1eun441. Permit Use: 16 x 24 POLE BUILDING Contact: Z R ENTERPRIZE Address: PO BOX 591 C-S-Z: NINE MILE FALLS,WA 99026 Setbacks:Front Left: Right: Rear: Phone: (509)258-7494 Group Name: Project Name: Site Information: Plat Key: 002751 Name: VERA District: F Parcel Number: 45234.0411 Block: Lot: SiteAddress: 14928 E 8TH AVE Owner:Name: SHISHOV,ALAXANDER Address: 14928 E 8TH AVE Location::CSV VERADALE,WA 99037 Zoning: AGRI Water District: Hold: ❑ Area: ,725.00 Acres Width: 67 Depth: 175 Right Of Way(ft): 40 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review In ormation: x.. ..� .. a :, ,: :- �.• gym» a 3 -s Review Building Plan Review Released By: /fit. (,) L or Driveway/Approach Released By Landuse/Zoning/HE Conditions -1/1Released By: L if Sewer Review Released By: Permits: :. . ; ... ..x.vMIr: :nV,-,. x.., -`,"“qt alL.S., Operator: AMB Printed By: AMB Print Date: 6/8/2006 06/15/2006 09:01 5093241567 SRHD EHS PAGE 01 JUN 13 2006 15: 15 FR TO 3241567 P.01/03 • Project Nu nl le t; 06002220 Inv: I Application Date: 6IS12006 Page I of Z THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit IeC1ll f Hion_: Contact: Z R ENTEAPRIZE Permit Us:: 16 x 24 POLE BUILDING Contact: PO BOX 591 C-S-Z: NINE MILE FALLS,WA 99026 Setbaokrr: ont Left: Right: Rear: Phone: (509)258-7494 Group Name: Project Name: Site Infos watia»• ., . Plat Key: 002751 Nam= VERA District F Parce.l lumber: 45234.0411 Block: Lot: eAddream: 14928 E 8TH AVE Owner:Name: SHISHOV,ALAXANDER Address: 14920 E 8TH AVE Location::CSV VERADALE,WA 99037 Zoning: AGRI Water District•. Hold: ❑ Area: .,725.00 Acres Width: 67 Depth: 175 Right Of Way(ft): 40 Nbr of Bldg.: 0 Nbr of Dwellings: 1 Review Ir jn inafion:, rrs Relit SniLiing Plan Review. . , -.4,. 41: rvay/Approach 144*Pi;.. , ... _ ,_ . Lr�trii ise/ZoninglBE Conditions i Sew. Review 3tel4:114`. . 'r:; I.... buil . ,, Op<ra n z-. AMB Printed By: AMB Print Date: 6/8/2006 JUN 15 2006 10 19 5093241567 PAGE.01 Project Number: 06002220 Inv: 1 Application Date: 6/15/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Permits: .14,2E4. Building Permit Contractor: Z R ENTERPRISES Firm: Z R ENTERPRISES Address: PO BOX 591 Phone: (509)258-7722 NINE MILE FALLS,WA 99026 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 384 $7,296.00 384 $7,296.00 Totals: 384 $7,296.00 384 $7,296.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $153.25 ACCESSORY PLANS REVIEW 1 SELECT $38.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $196.06 Notes: ;:- x-. .., Payment Summary: ,., _ s,. m w Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $196.06 $196.06 $0.00 $196.06 $196.06 $196.06 $0.00 $196.06 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 6/15/2006 06/15/2006 09:01 5093241567 SRHD EHS PAGE 02 JiJP 13 2006 15 15 FR ��oo nn TO 3241567 P.02/03 • a ,e/� Pam*Center E, l� tf U \ TNUERb Spm '.i ae t 1707 E Sprague Ave,Suitt mow* ".7 pts Spokane Valley,WA 99206 aRlAITFEE;(509)688-0036 FAX;(509)68 - 37 JUN 0 a Community E'evclopmont wwri.snokanevelley,orzeom O lJ U Residential Construction ❑ New Construction ❑ Accessory Bldg Permit Application o Addition/Remodel o Deck ❑ Other: _ mmmmimmilIAMOS 4-4 3 SITE AD Dltl;ss , '� ', / U 'of, _ - r► ASSESSORS PARCEL NO: LEGAL DESCREMON: *actinLv,,rel ,,. ... `��,, .. , .Contractor.. :. ......„,. • !1,..;. ., Name: / Xli,�� <51,�i if Name: Z lT e/ P' 2-f- �llAddress: Q-0 . y I Address: qz e ��` a,••�- City: cat;ata }kI Ci, , ' .. ' ,. ,. •'i•: ' s. Phone: Pex: Phone~bo-uie.% 41.:-.mari`ax: - -- Lie No:LA .L5:5-4/iltxrD 7 g; Iil , jai' CBvsiness Lie No: Name Phone: a Descrilx .:he scope of work in detail: Cost of Project: $ 5000. -- 6i/0? ******"*"****The rr****The following MUST be complete:_ (write N/A if not applicable)&********************* HEIGHT 75 PEAK: DIMENSIONS' #OF STORIES: TOT (TABLCE: o MAIN LG 5R TO SQ. 2N FLOOR Q.FTG: UNFIN BASEMENT SQ. FT(: IMPS VIOU E SfS FACE FTC: AREA: FINISHES? _ GARgGkS . FTG: DECK/COV.PATIO SQ. FTG: -* 30%SLOPES ON SQ. FTG_ PROPERTY: OF BEt)iii)OMS: CONSTRU TION TYPE: HEAT SOURCE: SEWER OR SEPTIC? Drn LAlIl 2 —� The permite s verifies,acknowledges and agrees by their signature.that: 1) If this permit is for construction of or on a dwelling,the dwelling kiM11 be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is he property owner or has permission to represent the property owner in this tranaaotlon. 4) All construction is to be done In full comp!a Ice with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane'allay Permit Center. 5) Thio City of Spokane Valley Permit is not a permit or approval for any violation of federal.slate or local laws c +les or ordl 6) Plane or additional information may be required to be submitted,and subsequently approved before this appGcatirgua sed. Signaturl;"`_ Date 6 — 7 —Oce Method orf'a vment (Faxed permit applications will only be accepted with major bankcara) 0 Cash 0 Check ❑ Mastercard 0 VISA ❑ Other Rankcard t Expires: VIN&(: Authorized Signature: ammo eosin(s JUN 15 2006 10:20 5093241567 PAGE.02 --\ aR Permit Center E c = i k ,\\_..- Stial�ane 11707 E Sprague Ave, Suite ERMIT NUMBER: ) ..Valle Spokane Valley,WA 99206 JUN 0 8 `v 6 HERMIT FEE: y (509)688-0036 FAX: (509)688,.37 Community Development www'.spokanevalley.org.com 0) Unt- WM A' Residential Construction o New Construction o Accessory Bldg Permit Application ❑ Addition/Remodel o Deck o Other: SITE ADDRESS ( L-r 1, i G- 14‘ aye_ xa/tc- veil le y ?go s 7 ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building owner Contractor Name: ,Q((t Xci` 5 5l►n (/ Name: Z A&/-/-e7 pr. 2-.e.- . Address: f tigzei 2 q Q Address: P-o a,x ..s.--q I City: c,'POkfibe MY Zip: q' O3 7 City: ,*;iiP Ate e 4 iP: clg'©�'�[� Phone: Fax: Phone: l ax: A.5-- 5 7y qv Lic No:i;, �)57.5- )/Otxp.5 Contact Person - City Business Lic No: Name: Phone: $ d d Describe the scope of work in detail: Cost of Project: 5-000 chop **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL ABIITABLESPACE: 1 ( l 16X .9 ( G" ql /.. `T MAIN FLOOR TO SQ. 2NFLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SFACE FTG: AREA: FINISHED BASEMENT GARG cS . FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: PROPERTY: #OF BEDROOMS: CONSTRU TION TYPE: HEAT SOURCE: SEWER OR SEPTIC? pole &ALk(,�� DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of 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) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or local laws,codes or ordina - .6) Plans or additional information may be required to be submitted,and subsequently approved before this applicatio -- .- • • essed. Signature i'— Date (-- 7 ©' Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 0 Mastercard 0 VISA 0 Other Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 • ss�� Sfiok .000Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. O All header locations: type, size, and connections ❑ Foundation plan O Insulation information Jun 07 2006 11 : 39AM Ocean Beauty Seafoods 9074245514 p. 1 �Ja PLANNING DEPT. APPROVED ------ 10'4 9-Lt 5--4 Stic.i # r . 142-9 gAVE Haus E I .r-r�r� �rrn nne.r , V, NAILS EACH GIRT 0 (FLAT) S1 NOTES FOR CONNECTION DETAIL S1 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER PURSI S2 PURLIN SUPPORT STRUT: 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN. Mp%NpD NAfCTppN NAIL PURLINS W/(3) 16d NAILS S3 NAIL STRUT TO TOP CHORD W/(3) 16d S7 NAILS EACH SIDE. 0 MANUFACTURED TRUSS, NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. 10 S5 WOOD POST, SEE POST/FOOTING SCHEDULE, S8 pupL S6 4 40d GALV, NAILS IN PRE -DRILLED HOLES a Mfriv pN�eptl pN OR 3/4'0 MACHINE BOLT m Mla, S7 SOLID BLOCKING AT CdNNECTION POINTS, N S8 TYP, PURLIN, SEE FL❑dR PLAN FOR SIZE PNRLI4��9S9 2' X 6' OR 2' X 8' TOP GIRT Mflydc£J pTIpN 51 4 - 16d NAILS OR 3/4'0 M. BOLT / °� ' xX �' 4. 0" (_V DOUBLE OVERHEAD DOOR OPTION . fU . aI w fU VAI n. •-' a1 C3 �M =� _ D DD_�BLE _TR�$$E_ _ DETAIL 1 TRUSS COLUMN OPTIONAL FRONT ELEVATION Z N� CONNFCTION. PURLIN SUPPORT N.T.S. N. TYPICAL GIRT CONNECTION PURLIN CONNECTION METHODSI 12-U' 14' U' A), PURLINS MAY BE HUNG NOTES FOR SECTION A -A 1616' OFF THE TRUSS TOP CHORD i>- =F- FACES W/ STANDARD NOTES FOR FLOOR PLAN SIMPSON JOIST HANGERS/'-- ®1 INTERIOR FRAME WOOD POSTS, SEE OR EQUAL. BACKED WITH 2' X 6' UP TO 24' 0' POST SCHEDULE THIS SHEET B), PURLINS MAY BE 6' GABLE WALL POSTS - 6' X 6' TYPICAL BUTTED AND NAILED S4 DOOR POSTS - 4' X 6' TYPICAL W/(2) 16d NAILS 2' X 6':@ 24' O.C„ 12' BAYS FOOTING DIMENSIONS, B + V 8'1 D = 3' 0' INT❑ EACH PURLIN. C), PURLINS MAY BE a=. MAXIMUM POST SPACING 12' 0' LAPPED ANDNAILED C (3 PURLINS @ 24' ❑,C„ BEARING OR W/(3) 16dNAILS, w rn JOIST HANGERS (TYPICAL) ON CONNECTION METHODS 00 1 w SPANS 12' TO 60' X 8' FACER, 'B' AND 'C', TOENAIL ROOF FASTENED TO PURLINS WITH N . zocu O o BACK SIDE OF PURLIN Lj ¢ I- LU y OR, AS SPECIFIED BY TRUSS MANUFACTURER0 ?a W/(1) 16d NAIL INT❑ S GIRTS WITH 1' LONG ;i a POSTIFOOTING SCHE WOODFAST TEKS, CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS INCREASE FOOTING DIAMETER X 2" TRUSS WEB 'B'RACING EACH TOP CHORD MEMBER OL v y w ¢ a DOUBLE TRUSSES SPACING wN wM wN INTERIOR OR GABLE END TRUSSES �- 70 a_ _g-0' 10 a wk - 6_X 8" Z0 "¢ 4> 10-r 1z'a 6 Keir --- — ;. NOTES FOR TRUSS WEB BRACINGI Jp 0r _j Q J s Kc1 TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN a -w 10 6_ a> w THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES i' X 4' OR 2' X 4' WEB MEMBER BRACING ° j 00 w 3 FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB S1 NOTES FOR CONNECTION DETAIL S1 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER PURSI S2 PURLIN SUPPORT STRUT: 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN. Mp%NpD NAfCTppN NAIL PURLINS W/(3) 16d NAILS S3 NAIL STRUT TO TOP CHORD W/(3) 16d S7 NAILS EACH SIDE. 0 MANUFACTURED TRUSS, NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. 10 S5 WOOD POST, SEE POST/FOOTING SCHEDULE, S8 pupL S6 4 40d GALV, NAILS IN PRE -DRILLED HOLES a Mfriv pN�eptl pN OR 3/4'0 MACHINE BOLT m Mla, S7 SOLID BLOCKING AT CdNNECTION POINTS, N S8 TYP, PURLIN, SEE FL❑dR PLAN FOR SIZE PNRLI4��9S9 2' X 6' OR 2' X 8' TOP GIRT Mflydc£J pTIpN 51 4 - 16d NAILS OR 3/4'0 M. BOLT / °� ' xX �' 4. 0" (_V DOUBLE OVERHEAD DOOR OPTION . fU . aI w fU VAI n. •-' a1 C3 �M =� _ D DD_�BLE _TR�$$E_ _ DETAIL 1 TRUSS COLUMN OPTIONAL FRONT ELEVATION Z N� CONNFCTION. PURLIN SUPPORT N.T.S. N. ..c- z¢ A i 12-U' 14' U' 2' X NOTES FOR SECTION A -A 1616' 1 i>- =F- o'a HEADER UP TO 20' 0' DOORS PLAN FOR SIZE � J 12----' BACKED WITH 2' X 6' UP TO 24' 0' TRUSS DESIGN BY OTHERS S2 z = 6' S3 2' X 6' @ 24' D.C., 10' BAYS S4 4' X 6' 2' X 6':@ 24' O.C„ 12' BAYS D I (L I a=. DF–L #2 GIRTS FLAT @ 24' O,C, 0 U s k i r S4 CONCRETE FOOTING, SEE SCHEDULE w rn '.7 o � 00 1 W IJ X 8' FACER, ;z:Q ROOF FASTENED TO PURLINS WITH N . zocu O o S4 2' X 4' BOTTOM CHORD. BRACING @ 10'-0' ❑.C, WALLS FASTENED TO OR, AS SPECIFIED BY TRUSS MANUFACTURER0 ?a - GIRTS WITH 1' LONG ;i U POSTIFOOTING SCHE WOODFAST TEKS, CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS INCREASE FOOTING DIAMETER X 2" TRUSS WEB 'B'RACING POST I COLUMN ! 1 SPACING wN wM wN INTERIOR OR GABLE END TRUSSES �- 70 a_ _g-0' 10 a wk - 6_X 8" 10-r 1z'a 6 Keir =)m SINGLE TRUSS m 1" PLAN VIEW N.T.S. SEE DEQ AI!_ _12 IY' 12 a� 4 S2 12-U' 14' U' 2' X NOTES FOR SECTION A -A 1616' 8"k 8"V SI TYPICAL' PURLIN, SEE FLOOR U' it lig' HEADER UP TO 20' 0' DOORS PLAN FOR SIZE � J 12----' BACKED WITH 2' X 6' UP TO 24' 0' TRUSS DESIGN BY OTHERS S2 z = 6' S3 2' X 6' @ 24' D.C., 10' BAYS S4 4' X 6' 2' X 6':@ 24' O.C„ 12' BAYS W �E` WALLI-1EIGHT DF–L #2 GIRTS FLAT @ 24' O,C, 0 U s k i r S4 CONCRETE FOOTING, SEE SCHEDULE w rn - 16' & 18' SS EXTEND POST TO TDP OF PURLIN W IJ X 8' FACER, ;z:Q ROOF FASTENED TO PURLINS WITH N . - 1 1/2' LONG WOODFAST TEKS. S4 2' X 4' BOTTOM CHORD. BRACING @ 10'-0' ❑.C, WALLS FASTENED TO OR, AS SPECIFIED BY TRUSS MANUFACTURER0 ?a - GIRTS WITH 1' LONG ;i V; POSTIFOOTING SCHE WOODFAST TEKS, CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS INCREASE FOOTING DIAMETER X 2" TRUSS WEB 'B'RACING 111 BUILDING SECTION A -A N.T.S. SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION Si HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' O.C„ 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' ❑.C„ 12' BAYS, DF -L #2 S4 2' X 8' FACIA BOARDS S5 TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT z - 16d NA ill (U III 6„ 8" OR 10" POST III III III NOTE: AND MU' LAMINATI ILS n 2" X 6" LAMINATE MUST BE A TREATED MEMBER iT EXTEND TO THE BOTTOM OF THE FOOTING. MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN NOTES FOR FOOTING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING Q3 UNDISTURBED SOIL S1 NOTES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP' CHORD, DESIGN BY OTHERS 0 TRUSS BOTTOM CHORD, DESIGN BY'dTHERS S3 2' X 6' DF -L #2 EACH SIDE S4 WOOD POST, SEE POST/FOOTING SCHEDULE SS 4 - 16d GALV. NAILS, EACH SIDE 1). KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES, 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST CONNECTION = USE 3/4'0 THRU BOLTS, EACH LOCATION, DETAIL 2 - KNEE BRACE N,T.S. ;. BUILDING SPECIFICATIONS: GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2003), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS - ROOF LL = 30 OR 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 ACCORDING TO IBC TABLE 1804.2. 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 318-99. 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 IBC 2003. ALL NAILS INTO 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. 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 = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF ii 1 -fol -IF Irk c 12.6' _12 IY' 6' x 8" 1 12-U' 14' U' 2' X 12.a' 1616' 8"k 8"V 12 a' 18'-U' U' it lig' HEADER UP TO 20' 0' DOORS -0 3" IV- -14'.09 s' x w'.a'I is.a'lir, x - =(r- -t6-_I 6. x 1a -I 18'•0' 16ax iV_Ir 1_2G_6l_i6lx 12Q� -I �d•:u'Is' x a' SINGLE SLIDING DOOR OPTION HALF TRUSS DESIGN BY OTHERS 0 2' X 10' HEADER UP TO 12' 0' DOORS ifi•6 a x0'1 1c-' HEADER UP TO 20' 0' DOORS -0 3" 2' X 12----' BACKED WITH 2' X 6' UP TO 24' 0' S3 1217— 6' 6 X IV' - ZONAL FRONT ELEVATION; S4 4' X 6' DOOR POST - 8' THRU 14' �E` WALLI-1EIGHT iz it .90-a z0 a s k i r 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER, ;z:Q DOUBLE x12 - ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR ��((2 POSTS. S4 2' X 4' BOTTOM CHORD. BRACING @ 10'-0' ❑.C, :Q OR, AS SPECIFIED BY TRUSS MANUFACTURER0 - - - - 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POSTIFOOTING SCHE CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS INCREASE FOOTING DIAMETER X 2" TRUSS WEB 'B'RACING POST I COLUMN ! 1 SPACING 'H N INTERIOR OR GABLE END TRUSSES �- 70 a_ _g-0' 10 a wk - 6_X 8" 10-r 1z'a 6 Keir --- — ;. NOTES FOR TRUSS WEB BRACINGI >0 6..- .1 a4 s Kc1 TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS S �i ® 10 6_ i6 6 16'Vl s xB^ THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES i' X 4' OR 2' X 4' WEB MEMBER BRACING 10'fl _ 1D a" ysa 9191M s x6' 3 FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB -ar-r -a0-o s ii ia" lOd NAILS @ 6' D.C. Od NAILS @ 6' O,C, 10'I r z4.o^ e"Kiz, OPTIONAL FRONT ELEVATION' N.T.S. FOOTING DETAIL N.T.S. GABLE END TRUSS 1.- 16d NAILS ° ° 8 - 16d NAILS 2' X 6' X 18' B❑LYING BLOCK CORNER POST .. 8 - 16d NAILS 2' X 6' X 18' ° BOLTING BLOCK DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS Jr Ll 1 0I -117L I\ LLILII\ LII 111JI11 OPTIONAL FRONT ELEVATION: N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS SS HALF TRUSS DESIGN BY OTHERS 0 2' X 10' HEADER UP TO 12' 0' DOORS _Q70_ 34"_ 070 070 2' X 1c-' HEADER UP TO 20' 0' DOORS -0 3" 2' X 12----' BACKED WITH 2' X 6' UP TO 24' 0' S3 2' X 6' HEADER S4 4' X 6' DOOR POST - 8' THRU 14' Sl GABLE END TRUSS WALLI-1EIGHT W/ 2' X 6' FACER. i�I' 8 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER, SS DOUBLE 2' X 6' KINGP❑ST IG X 6' OR 2' X 8'X 4' 12 r' a-0" s' X 6" L -BRACE L -BRACE 12-6' 12' F 6' X a' I - 12.0"114'" 6' x 6" 12.6'_ __ _1_6'-6' 6' X 6"i 12-6' 6' _a' X 16' 1R6 20'-6' 6• x 1a' X12. 126' 24'.0' s' X 12• TRUSS WEB MEMBER TRUSS WEB MEMBER POSVFOOTING SCHE POST COLUMN DIAPHRAGM SCREWS SECTION B—B SECTION B—B SPACING "N" I& 11U g'- U-0" 6' x r - AT INTERIOR TRUSSES. AT GABLE END TRUSS _liar," _1D�o�' e'X6' IV -U' 12'0" s' x 0"V _1a -a' 94' 6' 6' X 61 DIAPHRAGM SCREWS q 2 ENDWALL BASE GIpT ACROSS Si $ _16_6'` ifi'_a_ 6_X.8"1 EAVE &LRIDGE PURLINS ON R13OF END TRUSS TOP CHORD, O S3 © 10,-0" 18,.U, 6• X 1R; 8 , S4 DIAPHRAGM SCREWSI TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE I_.....__ —� 7 S5 [a 1151 103 -0" I NO 6' 28" 1 3•-0" 6' 2B' 3',2" 32" 3'-0" 32" _3 -0" 32" 3 -0" 0,47 3'-0_ YES_ _Q. 6' 34'_ 3-0' NO__. Q03 NO 94"_I 9 A' 3-0" NO —I—Q70— —NO NO _Q70_ 34"_ 070 070 6" VOLUME, YD 6' 34 -0 3" NO Q79— N.T.S. NO Q03 NO 083 ?SF LIVE LOAD 'BRACE CONCRETE WIRED VOLUME, YD N4 NO— N0.79 _Q79_ — NQ NO_ Q79 am NO 0.79 NO 0.79 STEEL SHEETING SCREW PATTERNS TYPICAL RUSS BOTTOM CHORD BRACING =;2 _ -Kwr tc6 4g _3'-0" NO__Q97 MIS , , .' , NOTES FOR TRUSS BOTTOM CHORD BRACING t ` - .., i : N.T, ; -. N.T.S. �z-a zra 6 x 1z w_rz x a' 4a 3'-0" No 003 & 12' SLIDING DORS 12-a' 24' a' 6' x 12"w17' x 6' & SMALLER SLIDING DOORS k ''?' , � p a. 4a' 9'-2" NO 1.03 Sl GABLE END TRUSS "' NOTE: i�I' 8 t. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH S2 DOUBLE INTERIOR TRUSSES 2" X 6" LAMINATIONS. 04 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM–FIR X42 TREATEI S3 2' X 4' X -BRACING @ 10' O' ❑.C, POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR ��((2 POSTS. S4 2' X 4' BOTTOM CHORD. BRACING @ 10'-0' ❑.C, 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 10"0 X OR, AS SPECIFIED BY TRUSS MANUFACTURER0 ,,LL 7 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 0 S5 TOENAIL BRACES TO TRUSSES WITH 180 7 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH 3 - 1❑d NAILSSS,18rst�ti CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS INCREASE FOOTING DIAMETER X 2" TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION N.T.S. S1 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS k - ONAL DEPTH X 4". &FOOTING EXPIRES 12 29 D7 .Am EKE ENGINEERING 2913 E. 61st Court Daniel Wambeke P. E. Spokane, WA 99223 Tetephone, 509-443-6186 Faw 509-448-6582 a -malt dwambeke@msn,com LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD IBC 2003 Z. R. ENTERPRISES P. -0. BOX 591 NINE MILE FALLS WASHINGTON 99026 BY I DATE' DRAWING NO., REV. DRAWN WAMBEK 4-08-06 Z.R..IBC.2003-06 CHECKED BY DATE F DESCRIPTI❑N OF CHANGE PROJECT N0. 20D6 ISCALE, N.T.S. ISHEETs I DF 1 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR COE COMPLIANCE SPOKANE VALE : DI i G DIVISION `TPI ro L 0 . 3 �I