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2006, 10-09 Permit App: 06003992 Pole BldgProject Number: 06003992 Inv: I Application Date: 10/9/2006 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 30X40 POLE BUILDING Contact: SPOKANE STRUCTURES Setbacks: Front Left: Right: Site Information: Plat Key: Name: Range Address: 510 N MULLAN ST C - S - Z: SPOKANE, WA 99206 Rear: Phone: (509) 927-0655 Group Name: Project Name: District: Sout Parcel Number: 45221.0105 Block: SiteAddress: 13518 E 4TH AVE Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: Area: 13,300 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Lot: Owner: Name: WEILER, DAVID J & CAREY L Address: 13518 E 4TH AVE SPOKANE valley, WA 99216-0630 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Page 1 of 3 Review Flood Plain LReleased By: Building Plan Review Originally Released: 10/5/2006 By: amblake Released By: Driveway/ApproachRele Originally Released: 10/6/2006 By: TMELBOU dela By: Originally Released: Landuse/Zoning/HE Conditions 10/5/2006 By: amblake Released By: Originally Released: 10/5/2006 By: cjjanssen Operator: AMB Printed By: AMB Print Date: 10/9/2006 Project Number: 06003992 Inv: I Application Date: 10/9/2006 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review Released By: Originally Released: 10/5/2006 By: amblake Permits: Operator: AMB Printed By: AMB Print Date: 10/9/2006 Building Permit Contractor: SPOKANE STRUCTURES INC Firm: SPOKANE STRUCTURES INC Address: 510 N MULLAN RD Phone: (509) 927-0655 SPOKANE, WA 99206 This Application: Total Project: Description Grp Tyne Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 1,200 $22,800.00 1,200 $22,800.00 Totals: 1,200 $22,800.00 1,200 $22,800.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $363.25 ACCESSORY PLANS REVIEW 1 SELECT $90.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $458.56 Operator: AMB Printed By: AMB Print Date: 10/9/2006 Project Number: 06003992 Inv: 1 Application Date: 10/9/2006 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Notes: All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. 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)❑SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Payment Summary: Permit Tuve Building Permit nivn�nssH�s•• Fee Amount Invoice Amount Amount Paid $458.56 $458.56 $0.00 Amount Owing $458.56 $458.56 $458.56 $0.00 $458.56 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: 10/9/2006 Project Number: 06003992 Inv: I Application Date: 10/4/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: 30X40 POLE BUILDING Contact: SPOKANE STRUCTURES Address: 510 N MULLAN ST C - S - Z: SPOKANE, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 927-0655 Group Name: Site Information: Project Name: Plat Key: Name: Range District: Sout Parcel Number: 45221.0105 Block: SiteAddress: 13518 E 4TH AVE Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: Area: 13,300 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Lot: Owner: Name: WEILER, DAVID J & CAREY L Address: 13518 E 4TH AVE SPOKANE valley, WA 99216-0630 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Flood Plaineleased By: Building Plan Review Released By: 1 M (4 Driveway/Approach eleased By: Landuse/Zoning/HE Conditions Released By. Sewer Review Released By: Operator: AMB Printed By: AMB Print Date: 10/4/2006 _Permit Center - �i e PERM TNUMBER. 11707 E Sprague Ave, Suite 106 - Spokane Valley,WA 99206 t jz �� r I pERMiT FEE 4W Val ley (509)688-0036 FAX: (509)68$103'7- '-` II r Community Development Nk� '.spokanevallev.orz.com,I t� 1 _L OCT 0 ;ti �' Residential Construction �� ew Con ructioA ❑ accessory Bldg Permit Application --- ❑� ddI'd o'iRemodel' ❑ Deck ❑ Other: / SITE ADDRESS _>5i >Sf K i71 c pOlCl cs ����.L=yl ASSESSORS PARCEL NO: 4(5 �!. -.1-1 , 010 S LEGAL DESCRIPTION: Name: I , Address: i3 -S ' SS 25. q`' City:. 1,1&` i-Wl piley Zip: Phone: 1$ - % Fax: Contact Person Name:Q-- = 2- j Av cleLlCic Phone: c 1� - q .7-7 — t> USS Contractor.. = Name: Address: CitySPOKANE VALLEY Zip: WA ((@)4,' Phone Fax: Lic No: Sp01<ASJ1 2606Exp. Date: City Business Lic No: Describe the scope of work in detail: Cost of Project: $ PO **************The followina MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: ")' :30'4you r.t MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: j O AREA: — FINISHED BASEMENT 'GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: Nw v~ PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWE=R SEPTIC? 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 Date jC1 0 Method of Payment: (Faxl permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8252005 Permit Center S i6ka- ne 11707 E Sprague Ave, Suite 106 Spoka99206 ,;oo'' Valle (509)6 8-0036Valley, AX (509) (509)688-0036 FAX: (509)688-0037 ,�wwv sookanevallev.org.com Community Development Residential Plan Submittal Minimums ❑ Completed Building, Plumbing & 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 labeleach 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. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information N q5' IS PLANNING DEPT. APPROVED DATE: 1 i Sl J-1 I i q�,\ AJ C- rs- WAMBEKE ENGINEERING 2913 East 61s` Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com September 30, 2006 Mr. Mark Plivelitch SPOKANE STRUCTURES, INC. 510 N. Mullin Road OCT 0 2 2006 Spokane, WA 99206 SUBJECT: 30'X 40'X 12' POST FRAME BUILDING FOR DAVID WEILER, 13518 EAST 4T", SPOKANE VALLEY, WA Dear Mark: This post frame building was sold to Mr. Weiler and is being erected according to the standard post frame building plans prepared for Spokane Structures, Inc. The building is designed for 30 PSF roof live (snow) load, 85 MPH wind speed, Exposure B, Seismic Design Category C, 2,000 PSF allowable soil bearing pressure and IBC 2003. The roof of the main building has a 4:12 pitch and the posts will be placed at 10'0" o. c. I have reviewed the design of this building and checked it for the diaphragm design requirements used in development of the standard plans. The front endwall has an 18' x 10' overhead door & a 3' pass door. There is sufficient steel siding on this endwall to provide adequate lateral bracing for this endwall of the building against lateral loads on the roof and sidewalls. However, it will be necessary to add #12 x 5/8" stitch fasteners at 9" o. c. to all vertical steel siding side laps — this endwall only. The rear endwall has no openings. There is sufficient sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The left sidewall has no openings. The right sidewall has a 4' window and a 3' pass door. Sidewall openings have no effect on the lateral load resistance of this building. You may use the standard post frame building plans for erection of this building. Please feel free to contact me if you have any additional questions about the design of this building Si erely, t �a Daniel Wambeeke, P.E. Enclosure DW:dw EXPIRES e/ Designer of Small Strictures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems 2 Owner's name �ll} �J �� �1� t ! �f Home Phone C7,2K I, ey 2 Work Phone Job address f j Cj . City SQ6 te�Y&sar State moo. Zip Mailing Address _ City ` State Zip LEGAL DESCRIPTION DIRECTIONS TO JOB n ra"Z 'rn Parcel No. q rj�OU % +S— This Contract subject to obtaining permit *Permits will be handled in }Oa G f�_LCounty BY X r5 ':t-. 5.15-71 o t� 4 r oOu S CAUTION: Concrete floors may crack in the Pacific Northwest for any number of reasons. Therefore, we will not be responsible for cracks in concrete floors. However, we do take every precaution to prevent this from happening and we use material from reputable companies. Also, imperfection in surface level is unavoidable and therefore not guaranteed. 10 Sl 3 LE M 18067 NOTE: Some things are unforeseeable in any building project. All contract figures are based upon the building site being accessilW9V#n fgp%t7he entire project and normal digging being possible. ,any expenses incurred to overcome problems, whether underground or we sibility of the homeowner unless otherNise stated on this contract. EXPIRES L y I fti-ag •�1 Serving the Inland Empire ori , '0 510 N. Mullan Road - Spokane, Washington 99206 If Phone: (509) 927-0655 PO KAN E ` Toll Free: 1-800-735-6347 / Fax: (509) 927-4062 1®RUCTURES, MIC. SALES CONTRACT AND WORK ORDER SPOKASI t 2606 I/we the owner(s) of the premises mentioned below hereby authorize you as contractor to furnish all necessary materials, labor, and workmanship, to install, construct and place the improvements according to the following specifications, terms and conditions, on premises below described: Contractor will build a steel covered building over-all measurements 30 wide , long Wall Height of main body to eave ` Roof Pitch Roof Load _3e iG Shed Roof: High Side Height at eave Low Side Height at ave— - — Roof Pitch Insulation: Vinyl Back Fibergl ss: Size f M ,8 T. Location Enclosed Shop Size Location 1,-44,6/ Open Bays Location Siding Color ,1 Base Metal 45gyp 5fAae Pattern '� .Q�! Gauge 1-1179 Roof Color pw n PatternBe- ®Ar -)G / _ Gauge ? 9 Trim Color &d w ®'1 r 6x _4p_ pressure treated posts encased in concrete. ipx 2' Ste vc%d rx l Non -truss bearing posts and door posts will be 2 ply 2x6 or 4x6 pressure treated. Framing lumber standard and better. 2x6 girts and ;V -x& Purlins approx. 2 feet on center. Pre -manufactured engineered trusses . Post concrete yds. Double Glazed Alum. Windows with screen: _T inish ,iG (I i n ,q L = J Walk-in Door 6� ftL_(Jamb and Door primed in White) Sliding Doors: sizes and XeOverhead Doors: sizes �(] �'�•S°,t% J (primed in White) Eaves Feet of Skylight under eaves i Inches thick concrete slab: size . 04. ZVSiyds. Finish rAl &0 bt Mesh? J17 ZZ Company agrees to are site t ;Z OnwatiOn fill and fine grading arp to be nail fnr in addition to this contract c.G 4 2. Site preparation is included in cash price below P1, ri X Owner agrees to prepare site. Site will be level and all fill sufficiently compacted to provide proper base for floor. Building site to be roughly staked out. I understand site prep responsibilities and have received site prep brochure. Generator, jackhammer and/or backhoe charge plus labor if needed will be assessed to homeowner in addition to this contract. Automatic openers installed by anyone other than Spokane Structures Inc voids warranty on overhead doors. Spokane Structures. Inc. assumes no responsibilitv-forutility or power lines underground or overhead. Customer assumes responsibility of moving any lines that interfere with construction of building. THIS SALES CONTRACT AND WORK ORDER IS SUBJECT l" TO MATERIALAND LABOR LIEN. CANCELLATIONS WILL BE SUBJECT TO 18% CHARGE TO BE MADE AGAINST CASH Tax PRICE Tot: THE BALANCE IS DUE AND PAYABLE UPON COMPLETION DoN OF BUILDING. PLEASE GIVE FINAL CHECK TO THE Ball BUILDER MADE OUT TO SPOKANE STRUCTURES, INC. $_ Make all checks payable to SPOKANE STRUCTURES, INC. I - Owner agrees to sign all necessary papers required byany financial institution. All surplus material is the property of contractor. In me event or ore= m inm con ; to pay reasonable attorney's fees for consultation and/or such litigation, including all expenses, as may be necessary. No completion date under 45 days will be specified without written approval from the office. All jobs will be completed as soon as possible, but the company is not responsible for delays caused by bad weather, strikes, reasonable material shortages from suppliers, or acts of God. SPOKANE STRUCTURES, INC. will under no condition subtract any amount of money from purchasp price. SPOKANE STRUCTURES, INC. 9/ �— DAY 20 DO NOT SIGN THIS CONTRACT UNT C PLETELY FILLED IN. NO VERBAL AGREEMENTST RECOGNIZED. I UNDERSTAND ALL RMS AND I ONS OF CONTRACT. B X By Representative of Spokane Structures, Inc. OwnerrBuyer Accepted by X General Manager of Spokane Structures. !no. Owner,euy,r COMPANY GUARANTEE: The Company guarantees its workmanship and will replace faulty .material or fault/ workmanship free of charge for t2 months ;rcm completion of building(s). Customers, by affixing their signatures hereon, acknowledge that they have aceived 3 copy of this contract and are aware of q5 I Q'6 4/2) 1 -c - "D4 C)5 SPOKANE STRUCTURES, INC. 510 NORTH yIULLAiIN ROAD SPOKANE, WA 99206 PHONE: 509-927-0655 FAX: 509-927-4062 CONSTRUCTION DRAWINGS FOR STANDARD POST FRAI E BUILDINGS CONSTRUCTION DRAWINGS ARE ATTACHED FOR BUILDINGS WITH SPANS OF 12'-24', 30', 36', 40', 48', 50'& 60' Drawing Index: 1.04.04 1 of 18 PLAN VIEW 1-04-04 2 of 18 ROOF FRANIING PLAN 1-04-04 3 of 18 BUILDING SECTION A -A 4 of 18 DETAIL 1—TRUSS/COLUIvIlN �C�1}�i�$, ll�C 1-04-04 CONNECTION, PURLIvi SUPPORT c��� �S NOT Tp C 5 of 18 DETAIL 2 — ILNEE BRACE ��'SF�� rTMi a� F CO�y -04-04 a '� 04-04 6 of 19 SPECIFICATIONS & FOUNDATION ��`' nM� ® ;�,�� rho �� 7 of 18 POST/FOOTTN, SCHEDULE 12'— 30' ,�fS TM"CftMM%M MAY %} 4-04 �M+w►+�rr,++E 1 7 of 18 POSTIFOOTI 1G SCHEDULE 36' & 40 PANS --- FWWh„%ff„CT. 1 7 of 18 POST/FOOTING SCHEDULE 48' & 50 - R�vSOPYRIGHT PROTECTION REPORT COPYRIGHT VIOLATIONS 7 of 18 POST/FOOTI`i iG SCHEDULE 54' & 60 PAi CALL l,i R 7 10 of 18 ENDWALL FRAI II�1i G PL�uvS pL` GII , oR REPO" A AN ACTUAL COPYRIGHT c`�C 11 of 18 OPTIONAL ENDWALL FRAiti i�9 INFRINGEMENT ",' 04-04 12 of 18 OPTIONAL ENDWALL FRAlti1IN ���iPFP '� 4' 13 of 18 SIDEWALL FRAlNING (701/ 1 �,j w�/f 1-04-04 14 of 18 TRUSS BRACING & POSTLAlblIvi AT 1-04-04 ..+'�''- 15 of 18 TRUSS WEB BRACING 1-04-041-04-04 16 of 18 LEAN-TO FR�-11vIING PLANS 1-04-04 17 of 18 LEAN-TO BEAM SCHEDULE & FOOTING 1-04-04 18 of 18 LEAN-TO BEAltiI COLlINECTIONS E THE ATTACHED DRAWINGS DESCRIBED BY THE ABOVE INDEX.ARE BELNG SLBIIITTED UNDER iNlY PROFESSIONAL ENGINEER ST ti . THE STATE OF WASHINGTON E'NGINEER: D.-,-,YIEL WAMBEKE, P. E., 2 �'� K--'.,N-E. WA 99223 pHON-E: 509/443-6136 NOTES FOR FLOOR PLAN Q1 INTERIOR FRAME WOOD POSTS, POST SCHEDULE, 0 GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL F❑❑TING DIMENSI❑NS - B = l' -8'j D = 3'-0' MAXIMUM POST SPACING 12' 0' PURLINS @ 24' ❑.C,, BEARING OR N06 J❑IST HANGERS (TYPICAL) EXPIRES l 2 29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS PLAN VIEW --..... -- ., REV. AMBEKE µ-16-05 — j.W SS1.01 "Him (a SPAN LN 7 - Li W Q Q Q DOUBLE TRUSSES Q Z ¢ Q J � -jO z¢O J J J LJ ry D W DW aCL DW w ' If of p Lt O N p 00o It Q � w W aid z X (� x p -X X cu d 1, l oil D D ¢ n- LE TRUSSE ¢ Z W Z Z M ZJ A H J % H D D D ?� u U C- (j 0- 4 ci o OJ N N o (U v N X -q -XU o (U W N W W Ld V) @) W (n @1 W (4 , W V- " N -� D D cv SINGLE TRUSS PLAN VIEW N.T.S. NOTES FOR FLOOR PLAN Q1 INTERIOR FRAME WOOD POSTS, POST SCHEDULE, 0 GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL F❑❑TING DIMENSI❑NS - B = l' -8'j D = 3'-0' MAXIMUM POST SPACING 12' 0' PURLINS @ 24' ❑.C,, BEARING OR N06 J❑IST HANGERS (TYPICAL) EXPIRES l 2 29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS PLAN VIEW --..... -- ., REV. AMBEKE µ-16-05 — j.W SS1.01 "Him 0 0 I I co oXa] (ll I ClJ LTJ W D l:D 12'-0" TO 50'-0" ROOF FRAMING PLAN WOOD COLUMNS SEE SCHEDULE EXPIRES 12 29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS ROOF FRAMING PLAN DRAVN BY I DAIS WAMBEKE -16'05 SS1.02 NTS ' SEE DETAIL � 1 12 SEE D 41 ETAIL � 1 z NOTES FOR SECTION A -A EJPICAL PURLIN, SEE FLOOR �1 uAN FOR SIZE WUSS DESIGN BY OTHERSz � X 6' @ 24' ❑.C., 10' X 6' @ 24' ❑.C., 12' YC =-L #2 GIRTS FLAT s �• 6I;o vNCRETE F❑❑TING, SE DE'TAWXTEND P❑ST T❑ T❑P si lRLsy at aW❑❑F FASTENED T❑ P 1=.1111 I@ s1/2' LONG W❑ODFAST7 w a ' WALLS FASTENED TO ld y 13 a_ GIRTS WITH 1' LONG W❑❑DFAST TEKS. "; yC F Fill 011�� a 5 BUILDING SECTION A -A N.T.S. EXPIRES 12 29 O% SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS BUILDING CROSS SECTION -16-05 SS1.03 SCALE NTS IN CONNECTION METHODSS PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL. PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN. PURLINS MAY BE LAPPED ANDNAILED W/0) 16dNAILS. (IN CONNECTION METHODS '13' AND 'C', TOENAIL I3ACK SIDE OF PURLIN \)/(I) 16d NAIL INT❑ EACH TOP CHORD MEMBER _ DETAIL 1 - COLUMN CONNECTION, PURLIN SUPPORT N.T.S. PljRk IAV rH �ND NAf CTION P Rt A�T�d� NEC-rloV NOTES FOR C❑NNECTI❑N DETAIL S1 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER TIoN S2 PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/0) 16d NAILS IEXPIRES 1 2 29 O% S3 NAIL STRUT TO TOP CHORD W/0) 16d S4 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. SS WOOD POST, SEE POST/FO❑TING SCHEDULE, S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES OR 3/4'0 MACHINE BOLT 457 SOLID BLOCKING AT CONNECTION POINTS. ' S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' ❑R 2' X 8' TOP GIRT MnSi - 16d NAILS OR 3/4'0 M. BOLT SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS -COLUMN CONNECTION WAMBEKE -16-05 -1 SSI.04 NTS S1 V7' 2� 0 NOTES FOR DETAIL 2- KNEEBRACE r S1 TRUSS TOP CHORD, DESIGN BY OTHERS `� S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' DF -L #2 EACH SIDE S4 WOOD POST, SEE POST/FO❑TING SCHEDULE �\ ��� / S5 4 - 16d GALV, NAILS, EACH SIDE KNEE BRACE REQUIRED WHERE SHOWN ON P❑ST/F❑❑TING SCHEDULE. RACE NOT REQUIRED AT GABLE END TRUSSES. =q w LTERNATE KNEE BRACE/POST AND TRUSS/POST [� n�dW NNECTI❑N = USE 3/4'0 THRU BOLTS, 1U� = f. BCH L❑CATI❑N. S 5 -/ �-3' DETAIL 2 - KNEE BRACE N.T.S. lc�L oQ ews I�IS,k6:101VAL 8oTtD ' yCs EXPIRES 12 29 Q% SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS KNEE BRACE TO COLUMN & TRUSS DRAWN BY I DATE IREV WAMBEKE —16-05 APPROVE ➢ SCALE SSI.OS NTS L7 a ° a_ LL. a 0 NOTES FOR DETAIL 2- KNEEBRACE r S1 TRUSS TOP CHORD, DESIGN BY OTHERS `� S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' DF -L #2 EACH SIDE S4 WOOD POST, SEE POST/FO❑TING SCHEDULE �\ ��� / S5 4 - 16d GALV, NAILS, EACH SIDE KNEE BRACE REQUIRED WHERE SHOWN ON P❑ST/F❑❑TING SCHEDULE. RACE NOT REQUIRED AT GABLE END TRUSSES. =q w LTERNATE KNEE BRACE/POST AND TRUSS/POST [� n�dW NNECTI❑N = USE 3/4'0 THRU BOLTS, 1U� = f. BCH L❑CATI❑N. S 5 -/ �-3' DETAIL 2 - KNEE BRACE N.T.S. lc�L oQ ews I�IS,k6:101VAL 8oTtD ' yCs EXPIRES 12 29 Q% SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS KNEE BRACE TO COLUMN & TRUSS DRAWN BY I DATE IREV WAMBEKE —16-05 APPROVE ➢ SCALE SSI.OS NTS .DING SPECIFICATIONS: ERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF INTERNATIONAL BUILDING CODE (IBC 2003) AND ALL STATE & LOCAL BUILDING ES. THESE SPECIFICATIONS AND PLANS ARE DESIGNED FOR 30 PSF OR 40 PSF (SNOW) LOAD (AS REQUIRED BY LOCAL CODE), 85 MPH WIND SPEED, EXPOSURE SEISMIC DESIGN CATEGORY C. IGN LOADS - ROOF LL = 30 PSF OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF OOF Dl_ ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. AXIMUM SOIL BEARING PRESSURE = 2,000 PSF :IMUM SOIL_ BEARING PRESSURE IS BASED ON SAND, SILTY SAND, SILTY GRAVEL CLAYEY GRAVEL SOILS OR BETTER PER IBC TABLE 1804.2. LESSER SOIL IDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. ICRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO 318-99. DD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA DING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING kLL CONFORM TO TABLE 2304.9.1 & OTHER APPLICABLE SECTIONS OF CHAPTER 23 THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE ZINC \TED HOT -DIP GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS EL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENT,S!:f"-=A.W1,A ,NDARDS C-1 6, C-22, C-23, C-24 & C-28. POSTS FOR E't�tLt "c-.. Sl{A_ NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE rt>~fJl .FIR2 OR \� _L DIMENSION AND GRADED BY WWPA GRADING RULES. VV�I�E SHALL PSON OR APPROVED EQUAL. ALL BOLTS SHALL CONF� A9TM`,I4'07. BELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAI {;SER? 29 (aAUdIrl NIf%fG} FM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 kslx/RQPF ;TENED TO PURLINS WITH PLATED, GASKETED 1 1/2--ONG AL QJ1Von,, o ;TENERS. WALL PANELS SHALL BE FASTENED TO GIR -WITHSo -SP1 iE ;Is l T D� LONGER METAL TO WOOD FASTENERS. PANELS SHAL'i,IpffE INSIA LL ;TENED ACCORDING TO THE MANUFACTURER'S RECOM E�ATION-,S: €`'•J COMP L COMPACTION - ALL BACKFILLED SOIL BENEATH FO Q5 STfAW': 'H A VIBRATORY COMPACTOR TO 95% OF THE PROCTO , ITYA3y ETEI M - ASPM A1557, METHOD D. JSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF N 4,R R ED PRACTICE IN THE STATE IN WHICH THE BUILDING WILL BE JSS LOADING: TOP CHORD LIVE LOAD = 30 PSF OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF NOTES FOR F❑❑TING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDUL 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING (3 UNDISTURBED S❑IL FOOTING DETAIL N.T.S. 10, , 18007 4 SSIONAL ��1 EXPIRES 12 29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SPECIFICATIONS & FOUNDATION V BY I DATE EKE -16-05_1 SSI.06 NTS POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YC 101 -0 8.-0.. 6" X 6" 18" 3'-0.1 NO 0.20 " 10'-0" 10'-0" 6" X 6" 18" 3'-0" NO 0.20 10'-0" 12'-0" 6" X 6" 18" 3'-0" NO 0.20 101-0" 14'-0" 6" X 6" W/2" X 6" 18" 3'-0" NO 0.20 10'-0" 16'-0" 611 X 8" 20" 3'-0" NO 0.24 10'-0" 18'-0" 6" X 10" 20" 3'-0" NO 0.24 10'-0" 201-O" 611 X 10" 21" 3'-0" NO 0.27 12-0., 85-011 6., X 6" 26" 3'-0" NO 0.29 " 6" X 6" 26" 3'-0" NO 0.29 12-0" 10'-0 12-0" 12'-0" 6" X 6" W/2" X 6" 26' NO 0.29 .. .. .. .. .. NO 12-0 14 -0 6 X 6 W/2 X 6 \ �'� 3 4 v 0.29 12-0" 16'-0" 6"' X 8" W/2" X 6" �'-0'fy, ���\� ' NO 0.29 0.29 .. .. .. .. .. ,. .. 12-0 18 -0 6 X 8 W/2 X 6 �a 26v='m� ;3- ,' Z:, .. .. .. .. .. .. `'� €;T.r s F = �'`- O 0.35 12-0 20-0 6 X 10 W/2 X NOTE: 1. THE NEXT LARGER SIZE POST MAY B mL{ illSTl�t1=D'�= qI,; T'�IVIH e� p 2 X 6 LAMINATIONS. = T= �'� # rT ' ATED 2. ENDWALL POSTS SHALL BE 6" X 6" Rbc yCUTC149M-Fl POSTS UP TO 16'-0" WALL HEIGHT. AB ;%�16' VQL H� y; y ENDWALL POSTS SHALL BE 6" X 8" ROUGE/ T `SEM- OSTS. E�\ P 3. FOOTINGS FOR ENDWALL POSTS SHALL BE AI�IMUM - XGHT 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABO- - WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". 1v ktiSIQIVAL 5� EXPIRES 12/-29-7= SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 12' TO 24' SP ATL EKE -16'05 SS1.O7A NTS POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD QST COLUMN FOOTING KTT ACING "H" W X D "B" DIA. "T" ll 28" 3,-0.. J'_0" 8'-011 661 X 64' 28" 3'-0'� D'-0" 10'-0" 6" X 6" �% 28" 3, -0" 0'--0" 1 L'-0" 6" X 6" W/2" X 6" 0'-0„ 14,-0" 6" X 611 W/2" X 61' 28" 3'-0" NO . 28" 3'-0" NO 0.41 0'-0" 16'-0" 6.. X 8„ ' 3-0" NO 0.41 0'-0" 18'_..0" 6" X 8''W/2" X 6" 28" NO 0.41 " 0'-0" 20'-0" 61' X 10" 28" 3'-0 NO 0.41 01-011 22,.-0'. 6. � X 10" 28" 3'-0' W/2" X 6" 0.43 -0" 0' 24,-0" 6" X 10" W/2" X 6" 2811. ,� _- YES 6" X 6" NO 0.44 12-0 8 -0 NO 0.44 I2-0 10'-0" 6&1 X 61' °.� Ir'� .�". NO 0.44 12-0 12'-0" 6 X 6 W/2 X 6 // �0 32T J 0.44 �,611 X 81. rs( 32 v :.. 12-0141-01'r� 0.44 ,1 -0" 16'-0" 6" X 8" W/2" X 61'9! � NO 0.44 ,12-0" 18'-0"611 X 10.1g 0.44 2-0 20'-0" 6., X 10" W/2" X �.�f t;, h 12-0" 22'-0" 61' X 12"AIN O 0.47 `%' NO -0 12-0" 24'" 6" X 12" W/2" X 6" lk ;' 3' ' j r. 0.49 E: I HE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2 X 6 LAMINATIONS. NDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM—FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM—FIR #2 POSTS. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING nFPTla X 4". SI01V A1, 'i 4 EXPIRES 12 29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 36' SPANS EKE 16-05 SS1.07C NTS POSTIFOOTING SCHEDULE 30' SPANS, 30 8,40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W XD "B" DIA 'T' I REQUIRED JVOLUME, YD 10'4" 8'4" 6" X 6" 26" 344' NO 0.29 10'4" 10'4" 6" X 6" 26" 3'-0 NO 0.29 10'4" 12'4" 6" X 6" WI2" X 6" 26" 3'-0" NO 0.29 1V4' 14'-0" 6" X 6"WIZ' X 6" 26" 3'4" NO 0.29 10'-0" 16'-0" 6" X 8" 26" T4' NO 0.35 10'-0" 18'-0" 6" X 8'WIZ' X 6" 26" 3'-0" NO 0.35 10'-0" 20'-0" 6" X 8" WZ' X 6" 26" 3'-0" NO 0.35 10' 0" 22'-0" 6" X 10" WI2" X 6" 26" 3'-2" NO 0.35 10'-0" 24'-0" 6" X 12" 26" 3'-3" NO 0.38 12-W 8'4" 6" X 6" 28" 3'-0" NO 0.35 12-0" 10'4" 6" X 6" 28" 3'4" NO 35 12-0" 12'-0" 6" X 6" WI2" X 6" 28" T -O" jA )00.3 SPS 124" 14'-0" 6" X 8" 28" 3'-0" \�N = 0.41 rye 124" 16'-0" 6" X 8" WIZ' X 6" 28" Y -9'p aao !� :a 41 12-0" 18'-0" 6" X 10" 28" T4, 12-0" 20'-0" 6" X 1r' 28" 3'-0" o NO m e f9 w 124" 2Z-0" V')( `12" 28" T-2" o�NO�`a'f=g 124' 24'4" 6" X 1r' 28" 3'-0" ,5 i' GIZI oa�D ao- NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBy.CtjEDf FORT, 0Y' WITH 2' X 6' LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". r E%PIRE$ 12 29 D% SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 30' SPANS SSI.07B POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD D-0 0'-0" 01-011 COLUMN FOOTING EE BRACE 3' " "H" W X D "B" DIA. "T"QUIRED rRE 4:ING 81(11 611 X 611 3011 3' 0" NO � W-0" 6" X 6" 30" 31--011 NO I,-011 121-011 6" X 611 W17' X 6" 30" 31-011 NO Y-0" 14'-0" 6" X 6" W12" X 6" 30" 31-011 NO \I 011 /Y-011 161-011 611 X 811 3011 31-011 YES ANO 3L�;1 161-011 611 X0811 W/211X 6" 30" 31'-011 3 y-011 181-011 6" X 8" WI2" X 6" 30" 31-011 NO 1 11 201 A11 611 X 10" 3011 31 -011 NO D-0 0'-0" 01-011 22'-0" 241011 6" X 10" WI7' X 6" 611 X 1211 30" 3011 3' " ` 2-011 81-011 (�11 611 X 611 3 sryyr7 1.�� 2-0" 10'-0" 6" X 611 � m 2-0" 12'-0" 611 X 611 WI2" X 611 24' 14'4" 6" X 8" N��T� 2-0" 16' -0" 6" X 8" W12" X 6" 12-0" 18'-0" 0" 6" X 10"4 , 3L�;1 i2'-0" 20'-011 6" X 10" WI2" X 6" 3 :. 12-0" 22'-0" 6" X 12" T� 33" Y c. 19� CONCRETE VOLUME, YC 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0,41 0.41 0.43 « ° (NO''y��,,� (� 0.47 N(I X Nyp'. .11 0:47 0:47 0.47 0.47 0.49 12-0" 124'-0" 16" X 12" WI2" X 6"1 33" 13' 1 I 0.57 TE: THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM—FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM—FIR #2 POSTS. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12 29 0% SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE — 40' SPANS wAMBEKE h-16-05_1 SSI.07D NTS Rte. 17-4 lj O sryyr7 1.�� � ��{ `� �- � m � `=� 1 • N��T� 0:47 0:47 0.47 0.47 0.49 12-0" 124'-0" 16" X 12" WI2" X 6"1 33" 13' 1 I 0.57 TE: THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM—FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM—FIR #2 POSTS. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12 29 0% SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE — 40' SPANS wAMBEKE h-16-05_1 SSI.07D NTS Rte. F)OST/FOOTI NG SCHEDULE 48' TO 52' SPANS, 30 & 40 PSF LIVE LOAD 1ST COLUMN FOOTING KNEE BRACE CONCRETE CI NG "i 1" W X D "B" DIA. "T" REQUIRED VOLUME, YE 0.. 8'-0" 6.. X 6.. MIS 3'-0,. NO 0.55 '-O" 10'-0" 6" X 6" 34" 3'-0" NO 0.55 1'-0" 121...0" 61 1 X 6" W/2" X 6" me 3'-0" NO 0.55 I'-0" 14'-0" 6" X 6" W/2" X 6" 34" 3'-0" NO 0.55 I, Oil 161 E011 611 X 811 Mol 38-011 YES 0.55 -0 I,„ 16,-0” 6" X 8" W/2" X 6" MIN 31-0go NO 0.55 1'-0" 18'-0" 6" X 8" W/2" X 6" 34" 31--0/" NO 0.55 V-0" 20'-0" 6" X 10" 34" 3'-0" YES 0.55 )'-0" 22'-0" 6" X 10" W/2" X 6" 34" 3'-0" NO 0.55 ),-0" 24'-0" 6" X 12" W/2" X 6" 34" 3'-0" YES 0.55 7_011— 81 011 611 X 611 3611 31-011 NO 0.62 2-0" 10'-0" 6" X 6" W/2" X 6" 36" NO 0.62 J 2-0" 12'-0" 6" X 61' W/2" X 6" boa 3-11 go O 0.62 2-0" 14'-0" 6.. X $�� ,��>� o " y�ss 0.62 2-0" 16'-0"611 X 811 W/2" X 6" cam''-�6��I..' �� 0.62 2-0" 181-0" 6" X 101' ; 36' ,' j 0.62 2-0" 20'-0" 6" X 10" W/2" X 6' a 36"0 '� 1` It. 0.62 rr 2-0" 22'-0" 6" X 12" W/2" 0.65 X 6' �9�36'�9, ` -�C}`a � � �,^ 1' 2--o" 1 24'-0" 161@ X 12" W/2" X 6" ?G,3 " �= .k fi o� 0.65 HE NEXT LARGER SIZE POST MAY BE SUB E FO STS WITH 2" X 6" LAMINATIONS. .NDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM—FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM—FIR #2 POSTS. "OOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. WOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". tM iO -e 18067 s ° �tolva ' EXPIRES 12 29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 50' SPANS DRAVN BY I DATE WAMBEKE L-•16^05 SS1.07E NTS m,c-rq=nnrIhir _gr_HFnt w -E 54' TO 60' SPANS, 30 & 40 PSF LIVE LOAD iST COLUMN FOOTING {NEE BRACE COIN "B" DIA. "T" REQUIRED VOLUME, YD "H'1 W X D .CING 8'-01/ 6" X 611 3611 31-011 NO 0.62 -0„ 10'41 611 X 611 3611 3'-011 NO 0.62 1'-011 12'-011 611 X 611 W/2" X 6" 36" 3'-011 NO 0.62 141._011 611 X 811 36" 3'-011 NO 0.62 16'-0" 6" X 8" W/2" X 6" 3611 31-011 NO 0.62 )'-0" 18'-0" 6" X 10" 36" 3'-0" NO 0.62 )'-0" 20'-0" 6" X 10" W/211 X 6" 36" 3'-0" YES 0.62 )1.021 22'.-0" 6" X 10" W/2" X 6" 36" 3'-011 NO 0.62 )1-011 241-011 6" X 1211 36" 3'-2" YES 0.66 401 J "_. NO 0.70 611 X 611 241 g'-011 f\II �J 101-0" 6" X 6" W/2" X 611 �� 11 S, -0,.,NO ` 0.70 ?_011 i2 -011 1 U 12 -0 " 11 6 X 8 v,�`n` ; n v C0�'J O J'�, f 0.70 14'-0" 6" X 8" W/2"X 611 iy��.k lb_ �`c7(7111- Y ` �: r 1 U1 ?� fi �� ' :, 0.70 2-0" 1 11 16 -0 11 11 11 11 6 X 8 W/2 X 6 m �„ C, .-�Zo 0.70 2-011 2-01' 1 11 18-0 201-0" / 1 6 X 1011 6" X 10" W/2" X 61 _ 0 , 40"'��; � `' 0 o ff; � � ��� 0.70 0.70 2-0" 22'...0" 6" X 12" W/2" X 6" 0.70 24" 241-011 6.1 X 12" W!2" X 611 1aF9"- 211 . O 0.73 FIE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. :NDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #�2 POSTS. OOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 'HOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". isrs�.0 ti4 �I01VAL EXPIRES 12 2 � SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 60' SPANS DRAWN BY I DATE WAMBEKE -16-05 NTS SS1.07F REV. SINGLE OVERHEAD D FRONT ELEVATIG 8 - 16d NAILS S3 J P_VIT I4 1 �?u., li�vc Q am��iy N❑TES F❑R FRONT ELEVATION gyp' == 4o ,>; S1 HALF TRUSS DESIGN BY OTHr SUPPORT PURLINS @ END TRUE' OR 2' X 8' STD J❑IST HANGER T/ ,N��� LOWER TRUSS FOR END OVERHAN , REQ D _, S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' D.C„ 12' BAYS, DF -L ##2 S4 Z• X 8' FACIA BOARDS S5 TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT GABLE END TRUSS 2' X 6' X 18' BOLTING BLOCK 0 - 16d NAILS ° CORNER POST - 16d NAILS 2' X 6' X 18' BOLTING BLOCK DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS ENDWALL FRAMING PLANS & CONNECTIONS EXPIRES 12/29/07 IDRAVN BY I BATE WAMBEKE —16-05 NTS SS1.10 r 20' 0' MAXIMUM - SINGLE OVERHEAD D FRONT ELEVATIG 8 - 16d NAILS S3 J P_VIT I4 1 �?u., li�vc Q am��iy N❑TES F❑R FRONT ELEVATION gyp' == 4o ,>; S1 HALF TRUSS DESIGN BY OTHr SUPPORT PURLINS @ END TRUE' OR 2' X 8' STD J❑IST HANGER T/ ,N��� LOWER TRUSS FOR END OVERHAN , REQ D _, S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' D.C„ 12' BAYS, DF -L ##2 S4 Z• X 8' FACIA BOARDS S5 TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT GABLE END TRUSS 2' X 6' X 18' BOLTING BLOCK 0 - 16d NAILS ° CORNER POST - 16d NAILS 2' X 6' X 18' BOLTING BLOCK DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS ENDWALL FRAMING PLANS & CONNECTIONS EXPIRES 12/29/07 IDRAVN BY I BATE WAMBEKE —16-05 NTS SS1.10 nPTinNAI FRnNT FLFVAT `()'N * J ,- OPTIONAL FRON I LLLVAI IUN S1 HALF TRUSS DESIGN BY OTHERS (L2-) 2' X 10' HEADER UP TO 12' 0' DOD 2' X 12' HEADER UP TO 20' 0' DOE 2' X 12' BACKED WITH 2' X 6' UP S) 2' X 6' HEADER c --l) 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, CS S:) DOUBLE 2' X 6' KINGPOST N.T.S. 180 7 Sst0NAL � EXPIRES 12/2797= SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING BY -16-05 1 SCALE SS1.11 NTS DOUBLE OVERHEAD DOOR ❑PTI❑N OPTIONAL FRONT ELEV n> s Qt v y.+ S1 HALF TRUSS DESIGN BY OTHER-- +°�" 2) 2' X 10' HEADER UP TO 12' 0',q R=�� 20' 0 ,,ACC❑RS=y ~ r 2' 2' X X 12' 12' HEADER UP TO BACKED WITH 4 24o: 2' X 6%<4,,�, �� S3 2; X 6; HEADER �S4 4 X 6 D❑OR POST - 8 THRU ry WALL HEIGHT W/ 2' X 6' FACER, 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. SS DOUBLE 2' X 6' KINGP❑ST SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. EXPIRES 12 29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING WAMEEKE 16-05 .__-_..-_ .. 1 SS1.12 11,41m OVERHEAD DOOR OPENING TYPICAL SIDE ELEVA NOTES FOR SIDE ELEVATION yll Si 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 1 2' X 8' HEADER FOR 8' & SP -r of ATr-n mrl C`T TYPICAL GIRT CONNECTION V. SLIDING DOOR OPENING (FLAT) EXPIRES 12/29/-077--:::] SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SIDEWALL FRAMING DRAWN BY DATE WAMBEKE -16-05 APPROVED SCALE SSI. 1 3 NTS s� CS 3D s2 TICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. S1 GABLE END TRUSS S2 DOUBLE INTERI❑R TRUSSES S3 2 X S4 2' X 4' X -BRACING @ 10' 0' D.C. 4' BOTTOM CHORD BRACING @ 10„0' ❑,Cl SS TOENAIL BRACES 3 - 1❑d 1NAILS TO TRUSSE 16 cl 6", 8" ❑F 10" POST GIRTS (TYP.) METAL SIDIN SHEATHING RFQUIRMFNTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, Ai ROOF STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT x FIELD SCREWS, #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) x EAVE AND RIDGE PURLIN SCREWS, #14 xi 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEED x ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALI x FIELD SCREWSi #10 x 1 1/2' 2 9' D.C. (NEXT TO HIGH RIB) t x BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS. #14 x L 1/2' ”" SPU II @ BOTH SIDES OF EACH MAJOR RIM. NAILING PATTERN FOR SIDEWAI_L 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 DIAPHRAGM SCREWS DIAPHRAGM SCREWS 2 ENDWALL BASE GIRT ACROSS EAVEABL,LRIDGE PURLINS ON ROOF END TRUSS TOP CHORD, DIAPHRAGM SCREWS, TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS N.T.S EXPIRES j :Z2 07 SPOKANE STRUCTURES, INC. POST FRAME. BUILDINGS, 12' TO 60' SPANS TRUSS BRACING & POST LAMINATIONS WAVN BY I DATE WAMBEKE —16-05 SS1.14 NTS GLL ol ?-:_iJi v All :� T -- :- �• '- is 33 f,:` 0� o , rn Yl ry NAILING PATTERN FOR SIDEWAI_L 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 DIAPHRAGM SCREWS DIAPHRAGM SCREWS 2 ENDWALL BASE GIRT ACROSS EAVEABL,LRIDGE PURLINS ON ROOF END TRUSS TOP CHORD, DIAPHRAGM SCREWS, TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS N.T.S EXPIRES j :Z2 07 SPOKANE STRUCTURES, INC. POST FRAME. BUILDINGS, 12' TO 60' SPANS TRUSS BRACING & POST LAMINATIONS WAVN BY I DATE WAMBEKE —16-05 SS1.14 NTS TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES \1nTES FOR TRUSS WEB BRACIN& I-RUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS r�<- ] FIE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACING []Ll_[]W THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB lOd NAILS @ 6' O.C, Od NAILS @ 6' 0. C. ' ❑R 2' X 8' &'), X 4' X 6 L n -BRACE E ♦ � 4 F x TRUSS WEB MEMBER02 -c SECTION B—B ��y- — ) �s'`�je��89 H AT INTERIOR TRUSSES � T V Aab .9 NC � BUSS StONAL ``..- F--•-o'`i �\��� v^ EXPIRES 12/29/07 :n SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS WEB BRACING DRAWN BY DATE WAMBEKE-16'04 1 SS1.15 NTS PURIJH $RES AND SPACING USE 2' X 6' DF -L 42 Q 2' 0' QC., 8' BAYS USE 2' X 6' DF -L s2 Q 2' 0' QC., 10' BAYS USE 2' X 8' DF -L 112 0 2' 0' QC., 12' BAYS PURIM COHMECTWN METHOD PURLINS WILL BE HUNG FROM LEAN TO RAFTERS WITH STANDARD SIMPS114 JOIST HANGERS OR EQUAL. NATES FOR LEAN TO GIRTS GIRTS ARE NOT REGUIRED F BUILDING LEAN TD'S MAY B USE 2' X 6' DF -L Y2 GIRT USE 2' X 6' DF -L 42 GIRT USE 2' X 6' DF -L 02 GIRT O A 3? ==Go UPpgR� OF POST NCLOS-.��+ QC. FOR r8' -PAYS IlC. FOR BAY' QC. FUR 12�'sAY ot QN NOTES FOR LEAN TO CONNECTION DETAIL Q MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. (g)TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE. (0)3/4- DIA. HACHINE BOLT (2)2- X 6' X 24' DF -L CONNECTION BLUM PROVIDE BLOCK EACH SIDE OF POST. Q5 TYP. PURLIN. SEE CHART AT LEFT FOR SIZES. © 2' X 6. OR 2' X 8' EAVE GIRT 2' X 6' DF -L GIRTS 11 24' 13,C ­ TYPICAL e', 30' OR 12' BAYS (06' X 6' FULL SIZE LEAN TO POST Q 16d NAILS 10 LEAN-TO RAFTERS - SEE CHART L SECTION A -A LEAN-TO ADDITION TO POST FRAME BUILDING CONTINUOUS ROOF SLOPE xrs 18 0 67 g0 �IONAL ��1' EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO FRAMING PLANS AMBEKE a-16-05 r------7 SS1.16 NTS LDING SPECIFICATIONS: 4ERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE ERNATIONAL BUILDING CODE (IBC 2003) AND ALL STATE & LOCAL BUILDING CODES. THESE CIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 PSF OR 40 PSF LIVE LOAD UATIONS - BUILD ACCORDING TO THE. PLANS FOR THE LIVE LOAD REQUIRED IN THE RISDICTION IN WHICH CONSTRUCTION IS BEING PERFORMED. THESE BUILDINGS ARE DESIGNED 3 30 PSF OR 40 PSF ROOF LIVE (SNOW LOAD), 85 MPH WIND SPEED, EXPOSURE B AND SMIC DESIGN CATEGORY C. SIGN LOADS - ROOF LL = 30 PSF OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF 200F DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. AAXIMUM SOIL BEARING PRESSURE = 2,000 PSF XIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY AVEL AND CLAYEY GRAVEL (SW, SP, SM, SC, GM AND GC) SOILS OR BETTER (IBC 2003 TLE 1804.2). LESSER SOIL CONDITIONS (AS REQUIRED BY THE BUILDING OFFICIAL) WILL :)UIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. NCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F?c = 2,000 psi, 4 SACK MIX FOR OTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99. IOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING LES, UNLESS NOTED OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19% WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FAST -t4ift QHE�QULE & OTHER PLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. FASTEN PRES ERV TREATED )OD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED: 1= STAItfLES .�� SILICONE ONZE OR COPPER. TREATED WOOD SHALL CONFORM TO AE,tjUIREMENTS Q;`A;+P` C-16, 22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHAA�,,B AS NOTE; ON TWE 'PLA ALL ST MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FUL'LDt�jt�NStON %?; GRA1L�ED<<BY PA ADING RULES, UNLESS NOTED OTHERWISE ON THE P44's•.J' -� LTS & HARDWARE - HARDWARE SHALL BE SIMPSONt,'jo , fiPPRQ�LEA. EQ&i ' ' ': Bob S__ ALL NFORM TO ASTM . A307.„"v. -� OFING & SIDING METAL PANELS MAY BE STANDAR[YRTBBED : STYLESI AVAILABLE; FROM: LOCAL ,NUFACTURERS, GALVANIZED OR PAINTED, 29 GAUGErMMAUM _JHICKt ASTI 'Q65� RUCTURAL QUALITY (SQ), Fy = 80.0 ksl. ROOF PANEf_�,-SHALU, HE” F7l�SiENED ,TOS PURLINS TI I PLATED, GASKETED 1 " LONG METAL TO WOOD 'i A fLNERS.. WAlL1'PA 1 CS S11Ait BE STENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER::METAL TQ! V10d6 FASTEsNERS. NELS SHALL BE INSTALLED & FASTENED ACCORDING TO? -rtHE ;MANUFACTURER'\b �' COMMENDATIONS. HL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS -S}FALL IDE CO WITH A Ef3M BRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DE INEDJ , M A1557, : fI IOD D. IF THE BACKFILLED MATERIAL HAS A DEPTH GREATER TOW "- '.' 'COMPACTION MUST VERIFIED BY TESTING BY A QUALIFIED SOIL?S PROFESSIONAL. UNLESS OTHERWISE NOTED ON IE PLANS, T14E POSTS AND THEIR FOOTINGS MUST EXTEND INTO VIRGIN SOIL. A DEPTH WIVALENT TO THAT INDICATED ON THE PLANS. NOTES FOR F❑❑TING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDUL 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING (@ UNDISTURBED SOIL •n• FOOTING DETAIL N.T.S. EXPIRES 12/29/0= SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS WA & ID LEAN-TO SPECIFICATIONS & FOOTING 30 OR 40 PSF LIVE LOAD BRAVN BY ➢ATE REV. WAMBEKE a-16-05 SSI.O6IBC NTS a -- — e -- —� R- •c.i NOTES FOR LEM TO CONNECTION DETAIL Z NANUFACTl1RED TRUSS _ NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. © TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE. Zj�_R4%,HACHINE BOLT - NOT REO'D ON ENDVALLS X-2`4` I1F-L CONNECTION BLOCK PRpVIDE BLIOCIi -E!ICH SIDE OF POST. TAT LEFT FOR SIZES. � IO ,a��\Q r X OR 2' X 8 E VE GIRT � 7 ©7 2? X 6' DF -L GIRTS Q 24" 11C..N T-YFICAL 81, 10' OR 12' BAYS o �'.6Dq 6".x-6• FULL SIZE -LEAN TO ,POST 16d NAILS L-EAN-TO RAFTERS - SEE CHART L SECTION A -A PURI IN CONNECTION NETIIOD�` PURLINS WILL BE HUNG FROM LEAN TO RAFTERS WITH STANDARD SUWSON JOIST HANGERS OR EOl144. °y�'i� .T'" '~�-U c R1'`' PURIANS TO BE SPACED Y 16. O.C, UPPER HALF OF LEAN-TO SPAN TO RESIST SNOV DRIFT LOAD ° 4 LEAN—TO ADDITION TO POST FRAME BUILDING sil � STEP DOWN LEAN—TO ROOF % nts I(_ O�� IST ti �IONAL EXPIRES 12 29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS STEP—DOWN LEAN—TO FRAMING PLANS DRAWN BY DATE WAMBEKE 1-16—OS NTS NOTES FOR F❑❑TING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING �3 UNDISTURBED SOIL SQUARE OR ROUND FOOTING DETAIL N.T.S. EXPIRES 12/29/07 1 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO BEAM SCHEDULE & FOOTING AMBEKE a-16-05 ,.,.,., _ � SS1.17 NTS RAFTER SECTION CHART 'AN BAY SPACE LIVE LOAD PSF RAFTER SECTION SIZE OR COMBINATION ENDWALL RAFTER SECTION SIZE OR COMBINATION 0' 8' 0' 30 2 - 2' X 8' 2' >; 8' 0' 0' 30 2 - 2' X 8' 2' X 8' -- 0 l-1�" Q " 3 0 2— 2' X 10' 2' X 10' 81 p• 2 — 2' X 8' 2' X _0,- 0' 10, 0' 40 2 — 2' X 10' 10 2" X 10' _4'_ 1'D, 0' 40 2 — 2' X 10' 2' X, 10' ' 0. 8' 0' 30 2 — 2' X 10' 2' X 10' 10' Q_ 30 2 - 2' X 10' 2" X 10' - p • L ' 0. 30 2 - 2' X 12' 2' X 12' ' p' 8' 0"40 2 - 2' X 10' 2' X, 10' S_ l�ol 40 2 - 2' X 12' 2' X 12' 0- - 1 r 40 2 - 2' X 8' & 2 - 2' X 6' B ❑ X 2' X 12' & 2' X 8' 8' 0' 30 2 - 2' X 12' 2' X 12' -o• 1p 30 30 2 — 2 — 2' 2' X X 8' 10' & 2 — & 2 — 2' X 6' BOX 2' X 6' B❑ r::% 2' X 12' & 2' X 8' -24A & 2' X 8' 1 • 0 8/ p • 40 2 - 2' X 8' & 2 - 2' X 6' d -3" ��t X ' 'j X 8' " 11' 10' 0' 40 2 - 2' X 10' & 2 - 2' X V/:ten % 7 X 18."*. -A X 8' „�, 1 r 40 2 - 2' X 10' & 2 - 2' X r r, XpN ��L 2• 8, ! r 30 �j G — 2' X 10' & 2 — �y L 2' f����' ❑X =-r X. 10' ' Il -lo/ r p' �w ' r 8' 0'2 r 30 30 40 40 2 2 2 2 - - 2' X 10' - 2' X 12' - 2' X 10' - 2' X 12' 2' X 12' & & 2 - & 2 - & 2 - & 2 - 2 - 2' 2' x.10' 2' `X' BC, �_ :: =;•}� 1 r 2' 'X E' B".>;? Mr 1 , 2' ?7G ; -.6y B C3' t, .-1 a a'`) _ L # 1 X 6''a$WftF-0:#i = — X� • 81 p• 30 2 - 2' X 12' DF -L S, STR:'"r, - X 1 'a - S, STRUCT. • i1 3p 2 - 2' X 12' & 2 - 2' X\Cj)( - 2 - 2 a'10 ._ 1 � • 30 2 — 2' X 12' & 2 — 2' X 6' B❑XYr,-. L'!-#1 "P — 2' DF—L S.S. —o' 8, p • 2 — 2' X 12' & 2 — 2' X 6' B ❑ X � �' = R•-µ . 9 X 12' DF —L # 1 40 2 — 2' X 12' & 2 — 2' X 6' BOX DF—L S.S2 — 2' X 12' DF—L S.S. z _� 1' 40 4 — 2' X 12' & 2 — 2' X 6' BOX DF—L S,SL2_— 2' X 12' DF—L S.S, NOTES FOR F❑❑TING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING �3 UNDISTURBED SOIL SQUARE OR ROUND FOOTING DETAIL N.T.S. EXPIRES 12/29/07 1 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO BEAM SCHEDULE & FOOTING AMBEKE a-16-05 ,.,.,., _ � SS1.17 NTS NOTES FOR CONNECTI❑N DETAIL S1 MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X '3' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS S3 OVERHANG EAVE PURLIN S4 MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT, S5 WOOD POST, SEE POST/FOOTING SCHEDULE. S6 2' X 6' OR 2' X 8' JACK RAFTER NAIL TO SIDE OF TRUSS TOP CHORD S7 2 - 10d NAILS @ 6' O. C. S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE S 2' X 6' OR 2' X 8' EAVE GIRT ti r y "Trig '-s7- }rTION PYrtIGH'i _., fIEPaRT COPYRIGHT VIOLATIONS* I>- 1-8 Q -,t3"-6347 125 R �' . R REPORTING AN ACTU L COPYRIGHT �@ INFRINGEMENT "c �9F oyCFD tN EAVE OVERHANG DETAIL v.t. . r EXPIRES 12/29 07 UTRIGC rARI F TRUSS OVERHANG @ EAVE 12" TO 24' EAVE OVERHAN F\\}, },OT�rp C ;� ITOP GIRT SIZE: I 30 PSFA } 4 P JFeFL I 5l74A , 10' BAYS 2" X� IL 12' BAYS 2" X N6012 2'f TG REPOlsT�CG� Ai`�`{T GLATIONS q S25 SE, "l. FOfi fiFF�FTIt!& AN ACTUAL CGPYn;GtIT tRfRINGEMEtil , SEND COLUMN EXPIRES 12/29 07 I UI— Ull\ I CENTER COLUMN OVERHANG @ EAVE 12" TO 24' EAVE OVERHAN F\\}, },OT�rp C ;� ITOP GIRT SIZE: I 30 PSFA } 4 P JFeFL I 5l74A , 10' BAYS 2" X� IL 12' BAYS 2" X N6012 2'f TG REPOlsT�CG� Ai`�`{T GLATIONS q S25 SE, "l. FOfi fiFF�FTIt!& AN ACTUAL CGPYn;GtIT tRfRINGEMEtil , SEND COLUMN EXPIRES 12/29 07 d NAIL @ 10' O.C. " X 6' FULL WIDTH _ 8 1/2' J1M1"JuIV JL113I nfi1VUE.IC 2' X 6' OR 2' X 8' PURLIN ` 2' X 8' 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART SECTION A - A STANDARD RAFTER DETAILS ( TA/f]CQAI 6' w W LJ w NAIL @ 10' D.C. 6d NAIL @ 10' D.C. 2' X LAMINATED�TOENDWALL RAFTER W 2' X 8' 2' X 10' OR 2' X 12' REQ'D - SEE CHAR ENDWALL RAFTER - SEE CHART SECTION A - A STANDARD ENDWALL RAFTER DETAILS NAIL @ 10' D.C. X 12' VERTICAL'MEMBERS n SEE CHART SECTION A - A BOX BEAM DETAILS k rSTBt8306p7� tNAL �j EXPIRES 12/ SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO BEAM CONNECTIONS DRAWN BY DATE WAMBEKE -16-05 SS1.18 APPROVED SCALE NTS 5' 4' .—� 0 0 .— M 0 MAIN BUILDING- .. n —POST r ' TW❑ 5/8"0 M. 00 u 20 BOLTS THRU POST STEEL POST`" ATTACHMENT BRACKET LEAN-TO RAFTERS 2" X l0y ' -1,8E - 12' DAYS 'y 2" X J,95` E - 10' BAYS LID L Lek , NOTCH 2" X 10"t_ z_ M �< -I-❑ SEAT IN BRACKET 47_ ---5/8"0 M, B❑LT`�F�i;:<;p J,. y -I-1-IRU RAFTER :tOd 10 GA, HRS STEEL SIDES . a- 3g c� 1/4' X 3' X 6 1/4' AA STEEL BOTTOM PL �I K I EXPIRES 12/29/07 1 SPOKANE POST FRAME, INC. LEAN-TO BEAM ATTACHMENT TO MAIN BUILC POST - 30 & 40 PSF LIVE LOAD DRAWN BY DATE R VAHDEKE —16-05 SPA. 19 APPRt]VEn SCALE NTS 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 ftbfiEVVt D MR CODE COMPLIANCE sPOkmt VALLP OUIL NG D SION TNS �� of .