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2006, 08-30 Permit App: 06003381 Pole Bldg Project Number: 06003381 Inv: 1 Application Date: 8/30/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 24X40 POLE BUILDING Contact: ALL AMERICAN STEEL STRUCTURES Address: 15506 E 14TH AVE C-S-Z: VERADALE,WA 99037 Setbacks:Front Left: Right: Rear: Phone: (509)362-1889 Group Name: Project Name: Site Informations. Plat Key: Name: ORCHARD ACRE TRACTS District: Nort Parcel Number: 35121.2404 Block: Lot: SiteAddress: 7101 E RUTTER AVE Owner:Name: HOWE,JEFFREY W Address: PO BOX 218 Location::CSV DEER PARK,WA 99006 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Released By: Originally Released: 8/28/2006 By: TMELBOU Driveway/Approach Released By: Originally Released: 8/29/2006 By: amblake Septic Sys Review I Released By: per Terry Chambers note in file Originally Released: 8/25/2006 By: a_blake Landuse/Zoning/HE Conditions Released By: Originally Released: 8/28/2006 By: cjjanssen Operator: AMB Printed By: AMB Print Date: 8/30/2006 Project Number: 06003381 Inv: 1 Application Date: 8/30/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: ALL AMERICAN STEEL Firm: ALL AMERICAN STEEL STRUCT Address: 15506 E 14TH AVE Phone: (509)362-1889 VERADALE,WA 99037 This Application: Total Project: Description Grp Type Notes Sci Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 960 $18,240.00 960 $18,240.00 Totals: 960 $18,240.00 960 $18,240.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $307.25 ACCESSORY PLANS REVIEW 1 SELECT $76.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $388.56 Notes _ W All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Flat portion of a residential approach to be minimum of 16'wide,maximum of 30'wide and combined approach width not to exceed 50%of total frontage. (A)❑THE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW. (B)1SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. RE: PERMIT#06003381-EXISTING RESIDENCE MUST BE REMOVED PRIOR TO C.O.FOR NEW ACCESSORY STRUCTURE' Payment Summary: _. d a - = �. u. ... .... __v a .. .... . Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $388.56 $388.56 $0.00 $388.56 $388.56 $388.56 $0.00 $388.56 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: 8/30/2006 09/25/2006 1 :3S 5093241567 SRHD EHS PAGE 01/01 AIJC 25 2006 11:11 FR TO 3241567 P.01/03 Project Nord ler 06003381 Inv: 1 Application Date: 8/25/2006 Page 1 of 2 TATS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit .ftoiect 1427nation: Permit the: 14X40 POLE BUILDING Contact: ALL AMERICAN STEEL STRUCTURES Address: 15506 E 14TH AVE C-S-Z: VERADALE,WA 99037 Setbacks: Float Left: Right Rear: Phone: (509)362-1889 Group Name: Site B&W!gips: Project Name: Plat;Kt y Name: ORCHARD ACRE TRACTS District Nort Parte i-gurnbct: 35121.2404 Block: Lot: eAddress: 7101 E RUTTER AVE Ownes:Name: HOVVE,JEFFREY W Address: PO BOX 218 iet/6 Pe' Location::CSV DEER PARK,WA 99006 Zoning: UR-3S Urban Residential 3.5 Water Di grid: Hold: 0 Area: .00 Acres Width 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 lifyierii2illfgatiOn; ak iMMIli... .0MaiStEmik momirEMMINIMinimie .. — . &INV! Buil di ng Plan Review [Itiiel..6-'4' ' •'-r.,,j,4...•:.: ,.r.- - , ,..., D At a way/Approach sop)b.Sys ReviewReleasecIOU'i, ''.'1 erf`14', .") .4f-S _ Lind:Ise/Zoning/HE Conditions Releaged.BYy,..:•• ',' • •-• '. .T 'T ! , .. Re.rftsils: a mormarrno lac Araissessumomedismamenam losumming lim Opt=tt 4: AMB Printed By: AMB Print Date: 8/25/2006 AUG 25 2006 11:59 509324156? PAGE.01 Project Number: 06003381 Inv: 1 Application Date: 8/25/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit �$ , Project Information: Permit Use: 24X40 POLE BUILDING Contact: ALL AMERICAN STEEL STRUCTURES Address: 15506 E 14TH AVE C-S-Z: VERADALE,WA 99037 Setbacks:Front Left: Right: Rear: Phone: (509)362-1889 Group Name: Site Information: Project Name: Plat Key: Name: ORCHARD ACRE TRACTS District: Nort Parcel Number: 35121.2404 Block: Lot: SiteAddress: 7101 E RUTTER AVE Owner:Name: HOWE,JEFFREY W Address: PO BOX 218 Location::CSV DEER PARK,WA 99006 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Building Plan Review Released By: r + t► Driveway/Approach Released By: Septic Sys Review [Released By: -e ea =1 a` lcie, - 14 faj Landuse/Zoning/HE Conditions Released B t A L ,A A ( , • l[ I • Permits: Mnirel,Vg_. . 4 ema ,�.._...- . . .... . ._. Operator: AMB Printed By: AMB Print Date: 8/25/2006 GT). Permit Center l , f_ Spokane 11707 E Sprague Ave, Suite 1b6 `L, PERMIT NUMBER: ?1l ValleSpokane Valley,WA 99206 r-- AUG 15 IP PERMIT FEE: (509)688-0036 FAX: (509)0[8.037 � /, Community Development www.spokanevalley.org.coni n) �i -+ , ••� � ( �_.:: 'ti ii IL. i) II ll\,i .. -' Residential Construction o New Construction Accessory Bldg Permit Application o Addition/Remodel o Deck o Other: SITE ADDRESS 7/0/ E sci N(A 4L.1 L'. 777, i >i 7 3.i7 a ASSESSORS PARCEL NO:,3,5"/.21, c 2 yo 5' LEGAL DESCRIPTION:Que .on-mor' (Jo 1u i,i l 1 `Oc;5c 2' t s -,-,o qt1 .'oKTH ,, o' Building owner Contractor Name: :-.1rr f E y Howl Name: ..°/// ff iatc.4.-) ,si-s.f G /k/S Z4-c--- Address: - --Address: Pe 13o x l g Address: 4,23 S U,,c.S-7-4,0000 De. City: /cc., AA 2 lc Zip: 9 9 0 0(, City: Po.S r fR/is Z 1 Zip: s 38 s S/ Phone: a 76—(MSS— Fax: Phone: : O 8 -777- 11(9 V x: Lic No: ,44.L4wo,,S9yyExp Date: 6/742oo;' Contact Person City Business Lic No: Name: 0—((2m //owe,. ,TE/—'� /`I Cu/CO 414 Phone: 9-7g- 399 / ,7?0&. e-111 -9C,/C,/ // Describe the scope of work in detail: Cost of Project: $ /S ,S"--06 c-o.v s-rtLicy A 07(4'2( /o ' X /y161( Evc_ 11I c5 47-i- Po/e__ 46 S'7arA6=C. (-11 kl4- **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: ,, MAIN FLOOR TO SQ. 2�FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTS'z, 1/ji4i AREA:/1/4 FINISHED BASEMENT GARAGE S . FTG: DECK/ OV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: I../7,4 16 0 0 K' A-i/jam PROPERTY: v) C.) #OF BEDRplOMS: CONS R TION TYPE: HEAT SOURCE: SEWER OR SEPTIC? iAi 74 r� e_- .iv 0,-4 e" _c(LJ-cls 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 ordinances.6) Plans or additional information may be required to be submitted,and subsequently approved before this application can be processed. Signature i . Date eas/o Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash Check 0 Mastercard 0 VISA 0 Other Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 Spokane Valley 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. ❑ fJ J,tgress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ hill Smoke detector locations ❑ 1-.ik 22" X 30" attic access location ❑ ,)A-18" X 24" crawl space access: ❑pill' One-hour separation detail: between house and garage ❑ /4A`Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details O r1KFurnace and hot water heater location. O All header locations: type, size, and connections O Foundation plan 1f- ❑ ' Insulation information / X/JT�^'S Co . /7 fR„Ntdh F°p�c �o<�� /� . - - C T . . • - ,s-, ,n - I N 4 # 354v,d Yoy /� l;ro 1 RF as 739 r , y,,,I-- 02Y s ��o W( yon y0r be” A'',M,t� nit. A Sq fl ,$cc�c(� V01 r o2 y /2 i ,Y1-1-1 13 P ��J ' b 3v/ t. 1 �1 ,7o'xay aD, 10. °� � 401° -5a f f ` • see �� a y$; <-- ' f ' I v' 51`n6 _ layA Sa 1•— v e p -11' u I / 3y ' i �5'`'`6 ' U 6.d. • PLANtIiG DEPT.APPROVsEDkli...---------- qa ' — 1 isem ' _---------- ° sr. ! ��'� {��'7 ,� �° BY:C��-i . �1. v _C C ,t ) , ,� dr' lefojy' 8 2B i .?y. s8 DATE: 5` / ,da Pt Sc AIu Y� _ .. Iwo DEPARTMENT OF LABOR AND INDUSTRIES 0 REGISTERED AS PROVIDED BY LAW AS CONST C9N ` GNA EFFECTIVE DATE 0607/2006 ALL AMERICAN STEEL BLDGS LLC 123 S WESTWOOD DR I POST FALLS ID 83854 F625-052-000(5/97) Detach And Display Certificate d„� " ' CITY OF SPOKANE VALLEY (Staff Use Only) Spokane Community Development Department DATE SUBMITTED: RECEIVED BY: PLUS #: Current Planning Division 11"J 11707 East Sprague Avenue,Suite 106 Spokane Valley,WA 99206 Tel: (509) 688-0197 Fax: (509) 921-1008 AFFIDAVIT OF EXCEPTION planningCa spokanevallev.orq (,(PRINT NAME) Z 'ZE,./ , the undersigned applicant for a Washington State and Spokane Valley Master Business license, hereby swear that the following information regarding the business listed on my license application and based at my home address at 7/0/ 1 4o,,c.. is true and correct: l/a/l cxT G✓AJC, 992-e Z- 1. There are no exterior alterations to my residence or any accessory structure(s)which change the residential character of the property; 2. There are no goods or commodities stored on the premises (including accessory structures); 3. Goods and commodities associated with the business are not delivered to the premises; 4. There are no business customers visiting the premises; and 5. There are no signs or window displays on the property related to the license for which I have applied. I acknowledge that any change in the in the foregoing conditions, resulting from change or expansion in business conditions, will require the issuance of a Home Profession Permit. I further agree to report any change in these conditions to the Spokane Valley Community Development Department, Planning Division, within 30 days. J. ) - 2Z. - 0 7 Signature Date Signed and Sworn to before me this day of ' n4;7, , 20 J2 . .M. , 6C4e,ya U? 4, 04`�� NOTARY PUBLIC1N AND OR THE STAT OF WAS INGTON NOTA,S, � y/ v ®.• r m:D Residing at Z AW -1 cid 'rTA<<;•.8 9 a My appointment expires: ti ��E�taees'ro�`•'® AFFIDAVIT OF EXCEPTION Page 1 of 1 1/10/2007 4 (U TYPICAL GIRT CONNECTION FJRLIN CONNECTION METHODS: /). PURLINS MAY BE HUNG V. NAILS EACH GIRT OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS (FLAT) INTO EACH PURLIN. C). PURLINS MAY BE LAPPED AND NAILED W/(3) 16d NAILS ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INTO EACH TOP CHORD MEMBER NOTES FOR FLOOR PLAN Q1 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS, B + 1' 8'i D = 3' 0' MAXIMUM POST SPACING 12' 0' (3 PURLINS @ 24' O.C., BEARING OR JOIST HANGERS (TYPICAL) w SPANS 12' TO 60' L3 p� A Mu L 1 al } J TRUSS DESIGN (SD TRUSS TOP CHORDS S2 NOTES FOR SECTION A -A p S2 FULL PURLIN TOP MEIM M 7NOD DEPTH OF CHORD PLUS PURLIN, p TRUSSES S� U PLAN FOR SIZE N ti q e_ -DOUBLE S2 TRUSS DESIGN BY OTHERS - ZA N W SS WOOD POST, SEE POST/F❑7TING SCHEDULE, Z Z a a J p z > = DF -L #2 GIRTS FLAT @ 24' O. C. S7 SOLID BLOCKING AT CONNECTION POINTS. o U � O J � J J MerN jCfCTIOM 51 4 - 16d NAILS OR 3/4'0 M. BOLT 6' X SS EXTEND POST TO TOP OF PURLIN a- dW 0-0 WALL N 1 1/2' LONG WOODFAST TEKS, ,o w 'O p > J coo w L7 GIRTS WITH V LONG 12-0" 8'-0" J F 28" q 12-0" 10-0' s"X6 -- - N N ch N 0- xv N O lY 12'-0" 6" X B" W/2" X 6 28"--- N (L 0W w �v W V)0 D 6 X 8 - _ 28 __ 3 -0p _ macro _ 16-0 -18'-0" DOUBLE TRUSSE -28 _.."- 3-0 _- -_..-" _- NO a 0 U f7 2Bn 3'.0" -.-.�._._ NO 12-0'- Ny. "a N ZJ ^A -3-0''- -- NO - .. - � 18'-0 } _jr JU 1 I,Ip _. 12-0-°-- 24.-0.,-61:X12" - --- O fL o I a 3:-0::- -_-Np 6 X 12" 12 -6;l --12-0°' o_ I - 611 X 12" (L - 3:-2" --._-NO - q U DO Zo Li O o 00 3'4" - NO o I x,, x I NV' au U xO (U 7 N ^ N N W (9 W v h� Nal SINGLE TRUSS PLAN VIEW N.T.S. 12 SEE r-- ETAIL 4 0M 0J S1 f TRUSS DESIGN (SD TRUSS TOP CHORDS S2 NOTES FOR SECTION A -A p S2 FULL PURLIN TOP MEIM M 7NOD DEPTH OF CHORD PLUS PURLIN, p 31 TYPICAL PURLIN, SEE FLOOR S� U PLAN FOR SIZE NAILS EACH SIDE. LD LJ S2 TRUSS DESIGN BY OTHERS S4 ZA S3 2' X 6' @ 24' O.C., 10' BAYS SS WOOD POST, SEE POST/F❑7TING SCHEDULE, O 2' X 6' @ 24' D.C., 12' BAYS 2 = DF -L #2 GIRTS FLAT @ 24' O. C. S7 SOLID BLOCKING AT CONNECTION POINTS. o U Sa CONCRETE FOOTING, SEE SCHEDULE PtrRCIM� S9 2' X 6' OR 2' X 8' TOP GIRT MerN jCfCTIOM 51 4 - 16d NAILS OR 3/4'0 M. BOLT 6' X SS EXTEND POST TO TOP OF PURLIN DOOR POST W ROOF FASTENED TO PURLINS WITH WALL N 1 1/2' LONG WOODFAST TEKS, S5 DOUBLE WALLS FASTENED TO 26" ---- T -T GIRTS WITH V LONG 12-0" 8'-0" WODDFAST TEKS. F 28" T.2" 0J S1 NOTES FOR CONNECTION DETAIL TRUSS DESIGN (SD TRUSS TOP CHORDS S2 TRUSS DESIGN BY TRUSS MANUFACTURER p S2 FULL PURLIN TOP MEIM M 7NOD DEPTH OF CHORD PLUS PURLIN, gECrI�N NAIL PURLINS W/(3) 16d NAILS S� S3 NAIL STRUT TO TOP CHORD W/(3) 16d B" X 6 W/2" X 6" NAILS EACH SIDE. 12' S4 MANUFACTURED TRUSS. NOTCH POSTS S4 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT, 10 SS WOOD POST, SEE POST/F❑7TING SCHEDULE, PURIM 0 4 - 40d GALV, NAILS IN PRE -DRILLED HOLES MF7NpDO1VA( fCrIOAI OR 3/4'0 MACHINE BOLT 6' S7 SOLID BLOCKING AT CONNECTION POINTS. - 8' THRU 14' S8 TYP. PURLIN, SEE FLOOR °LAN FOR SIZE PtrRCIM� S9 2' X 6' OR 2' X 8' TOP GIRT MerN jCfCTIOM 51 4 - 16d NAILS OR 3/4'0 M. BOLT 6' X 6' DETAIL 1 - TRUSS COLUMN ONNECTION, PURLIN SUPPORT 1" 1- 2 - 16c1 NAILS III III III C„ p„ ❑R 10" POST !2TAIL 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 BUILDING SECTION A -A N.T.S. SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION S1 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' O.C., 12' BAYS, DF -L #2 S4 2' X 8' FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT NOTES FOR FOOTING DETAIL S1) TREATED POSTS AS SIZED PER SCHEDULE 2) VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING S3 UNDISTURBED SOIL F FOOTING DETAIL N.T.S. GABLE END TRUS 8 - 16d NAILS // \/ DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT FI FVATIn N.T.S. _SINGLE _SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. v HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12' 0' DOORS 26':. __ 2' X 12' HEADER UP TO 20' 0' DOORS B" X 6 W/2" X 6" 2' X 12' BACKED WITH S4 S3 2' X 6" HEADER NO 0 4' X 6' DOOR POST - 8' THRU 14' 18'-0" WALL HEIGHT W/ 2' X 6" FACER, _NO 261' 6' X 6' DOOR POST - 16' & 18' 6" X 10 W/2" X 6" --- WALL 3068 MANDO❑R OPTION ;- S5 DOUBLE DETAIL 2 - KNEE BRACE NOTES FOR DETAIL 2- KNEEBRACE POST/FOOTING SCHEDULE 12' -24' SPANS, 30 &40 PSF LIVE POST COLUMN FOOTING TWEE BRAC Sl TRUSS TOF CHORD, DESIGN BY OTHERS SPACING "H" W X D "B" DIA. "r' REQUIRE[ S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS 10-0^ 8-0 6"x6 1g^ T.0" _ No 10-0" 10-0 6"X6 18' 3-0' NO - S3 2' X 6' DI -L #2 EACH SIDE 10-0^ 1z-0 6'x6 _ 15" 3.0: __ NO S4 WOOD POS', SEE POST/FOOTING SCHEDULE 10'0" 1ao elfs wl21X6 1g^ 3-0: - NO 1041._ 16'.0'.6'X8--. - 20'- 3-0' - SS 4 - 1601 C4LV, NAILS, EACH SIDE 10-011 181-0^ 6''X16' -Np- -- NO ll. KNEE BRAZE REQUIRED WHERE 10'-0" zo-0 6^x16 - SHOWN ON POST/FOOTING SCHEDULE. 12-0" a-0 0A 26" 26" 3-0" NO 12-0 10 -0 6" X 6"26" 31-011 -- N0 a - BRACE NO REQUIRED AT GABLE END TRUSSES. 1z-0 12-0' s1 Xs w/z"Xs zs" -0' - ALTERNAT: KNEE BRACE/POST AND TRUSS/POST 120 14-0' 6^Xs w/r'Xs" z6^- a'-0^ - NO .. NO NNECTIEN = USE 3/4'0 THRU BOLTS, 12-0" 160" 6"X8 W/2'X6" 26" 3'-0" -0 -0 18. B,, wrz'Xs 26"- 3'-0" NO EACH LOCATION. 12 N0 12 -0" 20-01 6" X 10 W/2" X 6 - - - 26" 3'-2" -. - - ^^NO POST/FOOTING SCHEDULE 30 SPANS, 30 & 40 PSF LI Vr nnr BUILDING SPECIFICATIONS: N.T.S. GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATICIAL BUILDING CODE (IBC 2003), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDEcFOR 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 OL 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 AN CLAYEY GRAVEL SOILS OR BETTER. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THEENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTING! CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99. CONTENT WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES. IAXIMUM MOISTURE SHALL APPROPRIA ESECTIONS %OFYCH PTER 23OFTHE IBC. CALL FNAILS ORM OINTO BPRESERVATIVE Y TREATED WOCLE 2304-9.1 FASTENING LSHAL� BEE EHOT-DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED W(D SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDING'SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM -FIR X12 OR BETTER, FULL DIMENSION AND GRAID BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM i07. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUAFY (SQ), Fy = 80.0 WALL NSHALL FASTENED PURLINS WITH LATED, PANELSSHALLBEFASTENEDTOGIRTS WITH ASKETEDS1" OR LONGER METAL TO WO) FASTENERS. PANELS SHALL SOILCOMPACTIONL - ALL D BACKFILL D 3 ILL BENEATH FOOT NGSU SHALL BE SCOMPACTED WITIH NA VIBRA-RY 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 TITHE STATE IN WHICH THE BUILDING WILL BE CONSTRUCTED. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING: - -- TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS PI THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRAING FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE "RAT -RUN' WEB lOd NAILS @ 6' D.C.Od NAILS @ 6' O.C. X 6' OR 2' X 8' X 4' L -BRACE L -BRACE L OWING MHUMM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED. TEEL, 291UGE GRAND -RIB 111, 36' WIDTH OR EQUIVALENT S" 12 AFIELD SND • FIELD EIDWS'GEURLINI SCREWS12- AT 9,p104Cx]Nl/2' AEXT � HOTH SIHIGH DES OF AJOR RIBOWING MIIIUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED, LL STEEL -9 GAUGE GRAND -RIB 111, 36' WIDTH OR EQUIVALENT PTRUSS WEB MEMBER TRUSS WEB MEMBER SCREWS, I x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB) IRT, END!USS, AND DOOR HEADER SCREWS 014 x 1 1/2' SIDES OEACH MAJOR RIB. SECTION B -B SECTION B -B DIAPHRAGM SCREWS AT INTERIOR TRUSSES AT GABLE END TRUSS IPENIG UH HONAL FRONT ELEVATION N.T.S. B TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. S1 GABLE END TRUSS S2 DOUBLE INTERIOR TRUSSES S3 2" X 4' X -BRACING @ 10' 0' O.C. S4 2' X 4' BOTTOM CHORD BRACING @ 10'-0' O.C. OR, AS SPECIFIED BY TRUSS MANUFACTURER SS TOENAIL BRACES TO TRUSSES WITH 3 - lOd NAILS 8J - 16d NAILS 2' X 6' X 18' BOLTING 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 SPLIT SLIDER DOOR OPTI❑N OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12' 0' DOORS 26':. __ 2' X 12' HEADER UP TO 20' 0' DOORS B" X 6 W/2" X 6" 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' S3 2' X 6" HEADER NO 0 4' X 6' DOOR POST - 8' THRU 14' 18'-0" WALL HEIGHT W/ 2' X 6" FACER, _NO 261' 6' X 6' DOOR POST - 16' & 18' 6" X 10 W/2" X 6" --- WALL HEIGHT W/ 2' X 8' FACER. S5 DOUBLE 2' X 6' KINGPOST "-- - "••-'� ��Lvhl IVIV NOTES FOR SIDE ELEVATION N.T.S. S1 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS ENDWALL MIRE EADERSN 4WAAL LEAEN DGTRUSS TOPS CHORD, EAVE 6 RIE PURLINS GN ROOF DIAPHRAGMCREWSI TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABC STEEL HEETINr SCREW P - 0: X 26" 3-0 -- No NO - - 10, 0" 12 -0 6'° X 6" W/2" X 6" 26':. __ 3 -0 , ._ _.. NO w -O.. 14-0" B" X 6 W/2" X 6" 2g^... 3.-0,,. .... NO 10'-0°1 -. -X01-0::-- 16.0' -- -- 6" X 8" -_ ----- 26..- 3,.0 NO - -- 18•-0.. S., X B:1 W/2" X 6". - 26"- - 3:.00"- --__- 18'-0" 10-0" _- 20-0' -- -_- 6"X8 W2:' 6" - _NO 261' NO ND_.. -- NO 10 -011 22:-00:: 6" X 10 W/2" X 6" --- 26" .._. 3� p�: _.___ T-2 .. 101-0"- 2Iio 4" 6°°X12" 26" ---- T -T ..__ NO 12-0" 8'-0" 6" X 6" 6" X 10 W/2" X 6' 28" T.2" 12-0" 10-0' s"X6 -- - 28" 3-0' - NO 12-0" 12'-0" 6" X B" W/2" X 6 28"--- 3'-0'° -- - -- NO 12-0' _ 1,V 6 X 8 - _ 28 __ 3 -0p _ NO 12-0' -- 16-0 -18'-0" 6 XB W!2 X6' -28 _.."- 3-0 _- -_..-" _- NO 12-0 V _- 6" X 10" 2Bn 3'.0" -.-.�._._ NO 12-0'- 20-0 _ 6 X12--- - 25"-- -3-0''- -- NO - .. - � 18'-0 X_ 12'W/2 X 6i28' 6::0a X1------- 3 2_......-.. I,Ip _. 12-0-°-- 24.-0.,-61:X12" - --- 28.: _ _ fi•-' X 10" W/2" X 6" -..---- NO - 0: 30' 10'-0" 10 12.0 6 ' X 6 W/2 X 6" 281' - 3'.0:: --- - -- NO 70•-0 - -- 14-0. sdX 6 W/2 X 6" 2811- - -3-0 - 14'-0" --- NC) _... 10'-0'• --- --- i6'-0:: 6:: X Sa----- -281:- - 3:-0:: - -- - --- NO 10'-0" 18'-0" 6" _X 8"W/2" X 6" 26'• T -O" 30" NO 10-0 20-0 _ 6 X10 --" 28' - 3 -0 3 -0' NO 10-0 22-0 6 X10 W/2 X6' -28- 3-0 - -Np-- 10 -0" 2W-0" 6" X 10 W/2" X 6' 28" T.2" 10-0"- - YES 12-0' 6-0 6' X 611 32" T -O" 8'-0 Np 12-0 lo' -O" _ _ 6- X 6 - ----- 32" 3-'.0-"- .--- NO - 12-0 _.NO _.. 6 X 6-11W/2 X 61' - 32"-- - 3 -O 33' - No, - -YNN -- 12-0 _ _- 6 X 8-- 3 3'-0 NO _12.0��-- 16'-0 6"X 8" 6"...-' W/2 "X -.. 32' -3'-0'' -- .. - � 18'-0 151-0.: _ 6::0a X1------- ----- NO 12 -0" NO 12-0a- -2z•,0 20'-0., _ _ fi•-' X 10" W/2" X 6" -..---- -32T::-, _ 3:-0::- -_-Np 6 X 12" 12 -6;l --12-0°' 3%2" - 611 X 12" _- 32"-- - 3:-2" --._-NO - - T-2'; 24'-0"" 611 X 12" W/2" X 6" - 32" - 3'4" - NO 0.20 0.20 0.20 0.24 0.24 0.27 0.0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.44 0.45 00-47 0.47 0.47 0.47 0.47 0.47 0.47 0.6 0.56 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.60 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.66 0.68 0.66 0.65 0.56 0.66 0.66 0.65 0.56 0.65 0.58 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.83 0.83 ATTERNS lu-u _ g'-0'_ s"X6"---- 36" T -O" NO -0.79 N.T.S ---- -.._- _. 36" T -O" NO 0.79 12-0" 6 X 6 W/2 X 6t1-_- ----36 -31.01 - --" -"--- 16 -O 14.O 6" X 8" - 0.79 10'-0 16'-0" 361,- 31-0'' NO 0.79 - 10'-0 i 51-0" 6.. X 10" _ - -- _ ...-_ 0.79 -. __ 36.._ _ 3'-0' NO 0.79 IV- 20'-0" s X10'W/2'X6" 36 - T.0"YES -------- 10'-0 22'-0" 6' X 10" W/2" X 6" _ 361i- 3•{j" 0.79 -_ _. .. 0.79 X Ir36" 3'•2" YES 0.83 _ 12-0" 8'-0" 61' X 6„ _ 40•_' _ 3•-0" NO 0.97 12-0 - 10 -0" G" X V W/2 X V - - 40 .. 31.0" � - NO - 0.97 __..12.0 12.0" 6 X 8' -- --- ._ 40 3 -0" NQ 0.97 12-0 14'-0" 6" X 8" W/2' X 6" 40 3-0t1 N6 - 0.97 1201Vol 6' X 8" W/2 X 6" 40 - 3'-0" No - 0.97 - 12-0"-1B'-0:1 B" X 10.. _.. 40" 3,-0:: -YES 0.97 12-0 20-0" 6 X10'W/2 X61 --40 3-0'' _. _ . _ _ NO 0.97 _ 12-0 22'-0" G" X 12" W/2 X 6" - - 40 - - 3'-0'° NO -- 0.97 12-0' 24'-0" 61' X 12" W/2" X 611 -41611 - T-2" No -- 1.03 NOTE: t(` 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 j.C/ POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, .p ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR g2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20-0 X O 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, gy�pp,, FOOTINGS SHALL BE 24"0 X V-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT HAVE CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". WAMBEKE ENGINEERING Daniel. War beke, P. E. 2913 E. 61st Court Telephone, 509-443-6186 Fax S OkaWA 99223 509-448-6582 a -mall dwamhPle@msn.com LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD ALL AMERICAN STEEL BUILDINGS 123 S. WESTWOOD DRIVE POST FALLS IDAHO 83854 BY I DATG I EXPIIS 12-29-2-00-7-1 DRAWN BY DATE DESCRIPTI❑N OF CHANGE CHECKED PROJECT NO 5-27-06 I ALL AMERICAN.IBC2003-06 ALES N.T.S. ISHEET, I OF 1 30' 10'-0" 6'X6" -- - - -- 30' - NO - 10'-0" 12'-0" 6" X 6" W/2" X 6" _ _ 30" 3'-0" NO 10'-0" 14'-0" 6" X 6" W/2" X 6" SO^ -. _ . _.. - - 10'-0" 16'-0 X 8" 34'1 l. - YES 10-0" - 16'-0 6 X8"W/2 X6" 30" 3-0' .. - 10.0 _.10-0"_. 16'0 9"X 8" V12" X 6" NY' -- 3 -0' NO - - 20'-0 _ 6''X10'.- _ __ 30" .. 3 -0 _. _ NO _ 10'-0"- 22'-0 6'X10' W/2'X_6" - 34" 3-0;; - NO- 10-0"- 24'-0 6-X12' - _30" 30' 32' _ YES 12-0' 8'-0 6 X6'_ 33 3-0 NO . 12-0' 10'-0 _. _ 6' X 6" 33' - 3-0 _.NO _.. 12-0 12'-0 6"X6' W/2 X 6" 33' T -O -YNN -- 12-0 _ 14'-0 _. 6 X 8-- 33' 3'-0 - NO 12-0 16'-0 6 X 8" W/2 X 6" 33' 3'-0 NO - 12-0 18'-0 6"X10" _ NO 12 -0" 20'-0 6 X 10 W/2 X 6" 33' - 3'-0' -- - NO --- 12-0" 221-0 6 X 12" 33 3%2" NO 12-0' 24'-0 6 X 12" W!2" X 6" 33" - T-2'; ---- Kin -- 0.20 0.20 0.20 0.24 0.24 0.27 0.0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.44 0.45 00-47 0.47 0.47 0.47 0.47 0.47 0.47 0.6 0.56 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.60 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.66 0.68 0.66 0.65 0.56 0.66 0.66 0.65 0.56 0.65 0.58 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.83 0.83 ATTERNS lu-u _ g'-0'_ s"X6"---- 36" T -O" NO -0.79 N.T.S ---- -.._- _. 36" T -O" NO 0.79 12-0" 6 X 6 W/2 X 6t1-_- ----36 -31.01 - --" -"--- 16 -O 14.O 6" X 8" - 0.79 10'-0 16'-0" 361,- 31-0'' NO 0.79 - 10'-0 i 51-0" 6.. X 10" _ - -- _ ...-_ 0.79 -. __ 36.._ _ 3'-0' NO 0.79 IV- 20'-0" s X10'W/2'X6" 36 - T.0"YES -------- 10'-0 22'-0" 6' X 10" W/2" X 6" _ 361i- 3•{j" 0.79 -_ _. .. 0.79 X Ir36" 3'•2" YES 0.83 _ 12-0" 8'-0" 61' X 6„ _ 40•_' _ 3•-0" NO 0.97 12-0 - 10 -0" G" X V W/2 X V - - 40 .. 31.0" � - NO - 0.97 __..12.0 12.0" 6 X 8' -- --- ._ 40 3 -0" NQ 0.97 12-0 14'-0" 6" X 8" W/2' X 6" 40 3-0t1 N6 - 0.97 1201Vol 6' X 8" W/2 X 6" 40 - 3'-0" No - 0.97 - 12-0"-1B'-0:1 B" X 10.. _.. 40" 3,-0:: -YES 0.97 12-0 20-0" 6 X10'W/2 X61 --40 3-0'' _. _ . _ _ NO 0.97 _ 12-0 22'-0" G" X 12" W/2 X 6" - - 40 - - 3'-0'° NO -- 0.97 12-0' 24'-0" 61' X 12" W/2" X 611 -41611 - T-2" No -- 1.03 NOTE: t(` 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 j.C/ POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, .p ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR g2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20-0 X O 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, gy�pp,, FOOTINGS SHALL BE 24"0 X V-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT HAVE CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". WAMBEKE ENGINEERING Daniel. War beke, P. E. 2913 E. 61st Court Telephone, 509-443-6186 Fax S OkaWA 99223 509-448-6582 a -mall dwamhPle@msn.com LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD ALL AMERICAN STEEL BUILDINGS 123 S. WESTWOOD DRIVE POST FALLS IDAHO 83854 BY I DATG I EXPIIS 12-29-2-00-7-1 DRAWN BY DATE DESCRIPTI❑N OF CHANGE CHECKED PROJECT NO 5-27-06 I ALL AMERICAN.IBC2003-06 ALES N.T.S. ISHEET, I OF 1 10-0 - 6'X6" -- 34" 3'_0 - NO 10'-0" 12'-0 6 X 6" W/2" X 6' -- 34 ° -- 3'-0 _-- NO --" 10! 0 -00: r,,:' X 6" W/2" X 6" 34"- 3'-0" N0 10'-0" 16'-0 X 8" 34'1 3'-0" - YES 10 -0" X 8" W/2" X 6" 341 -- 3.-0 No 10 -0' _ 18'-0 6 X 8' W/2" X 6" 34" 3'-0 _ NO - 10 -0: - - X 10" 34" - 3'-0'' YES 10 -0" 22'-0 6" X 10" W!2 X 611 - 34" 3'-0 -- NO 10 -0' 24%6 6 ' X 12" W/2 � X 6" 34" 3'-0 YES 12-0 8'-0" 6 ' X 6" 36" NO 12-0" 10'-0" 6" X 6" W/211 X 6" 36" __133'.0'; O _ 12-0 92'-0' 6 X 6' W/2 X 6" - 36 --" �-12-0 14'-0' 6 X8-36 N-012-0 w-o'l 6" X 8" W/2" X 6" 36 NO12-0'1 _-_--- 18'-011 6'1 X 10" .._...._.------. _ 12-0 20'-0" 6" X 10" W/2' "36 __' - 12-0 - 221-0" V X 12" W/2 X 6" 36" 3-2" NO -- 12-0„ z4:-0„ G" X 12" W/Y' X 6„ - 36" 3..2,, - --_ NO 0.20 0.20 0.20 0.24 0.24 0.27 0.0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.44 0.45 00-47 0.47 0.47 0.47 0.47 0.47 0.47 0.6 0.56 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.60 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.66 0.68 0.66 0.65 0.56 0.66 0.66 0.65 0.56 0.65 0.58 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.83 0.83 ATTERNS lu-u _ g'-0'_ s"X6"---- 36" T -O" NO -0.79 N.T.S ---- -.._- _. 36" T -O" NO 0.79 12-0" 6 X 6 W/2 X 6t1-_- ----36 -31.01 - --" -"--- 16 -O 14.O 6" X 8" - 0.79 10'-0 16'-0" 361,- 31-0'' NO 0.79 - 10'-0 i 51-0" 6.. X 10" _ - -- _ ...-_ 0.79 -. __ 36.._ _ 3'-0' NO 0.79 IV- 20'-0" s X10'W/2'X6" 36 - T.0"YES -------- 10'-0 22'-0" 6' X 10" W/2" X 6" _ 361i- 3•{j" 0.79 -_ _. .. 0.79 X Ir36" 3'•2" YES 0.83 _ 12-0" 8'-0" 61' X 6„ _ 40•_' _ 3•-0" NO 0.97 12-0 - 10 -0" G" X V W/2 X V - - 40 .. 31.0" � - NO - 0.97 __..12.0 12.0" 6 X 8' -- --- ._ 40 3 -0" NQ 0.97 12-0 14'-0" 6" X 8" W/2' X 6" 40 3-0t1 N6 - 0.97 1201Vol 6' X 8" W/2 X 6" 40 - 3'-0" No - 0.97 - 12-0"-1B'-0:1 B" X 10.. _.. 40" 3,-0:: -YES 0.97 12-0 20-0" 6 X10'W/2 X61 --40 3-0'' _. _ . _ _ NO 0.97 _ 12-0 22'-0" G" X 12" W/2 X 6" - - 40 - - 3'-0'° NO -- 0.97 12-0' 24'-0" 61' X 12" W/2" X 611 -41611 - T-2" No -- 1.03 NOTE: t(` 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 j.C/ POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, .p ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR g2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20-0 X O 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, gy�pp,, FOOTINGS SHALL BE 24"0 X V-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT HAVE CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". WAMBEKE ENGINEERING Daniel. War beke, P. E. 2913 E. 61st Court Telephone, 509-443-6186 Fax S OkaWA 99223 509-448-6582 a -mall dwamhPle@msn.com LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD ALL AMERICAN STEEL BUILDINGS 123 S. WESTWOOD DRIVE POST FALLS IDAHO 83854 BY I DATG I EXPIIS 12-29-2-00-7-1 DRAWN BY DATE DESCRIPTI❑N OF CHANGE CHECKED PROJECT NO 5-27-06 I ALL AMERICAN.IBC2003-06 ALES N.T.S. ISHEET, I OF 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 CODE COMPLIANCE SPOKANE VALLEYUILDI DIVISION