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2006, 09-28 Permit App: 06003826 Pole Building Project Number: 06003826 Inv: 1 Application Date: 9/28/2006 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project In formation: Permit Use: 20 X 30 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: 006047 Name: SP-1205-99 District: F Parcel Number: 45183.0665 Block: Lot: C SiteAddress: 505 N DICK RD Owner:Name: MILL,OLGA Address: 12422 E MANSFIELD,#59 Location::CSV SPOKANE VALLEY, WA 99216 Zoning: UNKN Unknown Water District: Hold: ❑ Area: ;,411..00 Acres Width: 80 Depth: 155 Right Of Way(ft): 20 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: a, : _ .F m: ....: ..x . AJAu.. _ . m, A A .-:=a Review Flood Plain Released By: Originally Released: 9/25/2006 By: amblake Building Plan Review Released By: Originally Released: 9/27/2006 By: TMELBOU Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released By: Originally Released: 9/25/2006 By: mharnois Operator: AMB Printed By: AMB Print Date: 9/28/2006 Project Number: 06003826 Inv: 1 Application Date: 9/28/2006 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: 9/25/2006 By: amblake Permits: 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 Type Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 600 $11,400.00 600 $11,400.00 Totals: 600 $11,400.00 600 $11,400.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $209.25 ACCESSORY PLANS REVIEW 1 SELECT $52.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $266.06 Operator: AMB Printed By: AMB Print Date: 9/28/2006 Project Number: 06003826 Inv: 1 Application Date: 9/28/2006 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit (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. 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. Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $266.06 $266.06 $0.00 $266.06 $266.06 $266.06 $0.00 $266.06 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: 9/28/2006 Project Number: 06003826 Inv: 1 Application Date: 9/25/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 20 X 30 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: 006047 Name: SP-1205-99 District: F Parcel Number: 45183.0665 Block: Lot: C SiteAddress: 505 N DICK RD Owner:Name: MILL,OLGA Address: 12422 E MANSFIELD,#59 Location::CSV SPOKANE VALLEY, WA 99216 Zoning: UNKN Unknown Water District: Hold: ❑ Area: ;,411.00 Acres Width: 80 Depth: 155 Right Of Way(ft): 20 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Flood Plain Released By: Originally Released: 9/25/2006 By: amblake Building Plan Review Released By: Tit 9 2.7 fp 6 Driveway/Approach Released By: -- Landuse/Zoning/HE Conditions Released By: Operator: AMB Printed By: AMB Print Date: 9/25/2006 Permit Center sc Spokane �' 11707 E Sprague Ave, Suite 1 Q[� Ec C E 0 �ul E & .ERMlT NUMB R' :s� Y Valle Spokane Valley,WA 992061 'ER.MIT k'EE : •;c"'`., Y (509)688-0036 FAX: (509)688- 37 SEP 2 2 C Community Development `��vw•spokanevallev.Org.co> �`n nn n cl it f ,l 9 If��I i. Residential Construction New Constrncti o Accessory Bldg Permit Application ❑ Addition/Remodel L 'deck o Other: SITE ADDRESS 5 0 5 AI D i C, S p werUni,L,r+5I r� - ASSESSORS PARCEL NO: 45 IA a . of G5 LEGAL DESCRIPTION: I Building"owner. _. . _Contractor., ti* .;i _ r -'--..7=--'"-----:--, Name: 01-a44.. VI i LL Name: SPOKANE STRUCTURES, INC. Address: Sa S A) 1:0/: �t GN Address: i n pT rop Ti MULLA.AI- 1AD City5�p-vE /JA-C.Le_y Zip: f.92-0-. CitySPOKANE VALLEY Zip: WA ( (@ ) Phone: gift -66/5— Fax: Phonenq_g77_ntiSc Fax: 509-927 4062 Lic No:S PO KA S I1 2 6 0 6 Exp.Date: Contact'Persoriy._ ` T r. 5; City Business Lie No: Name:R/14K W../Iia 1.1c t{- (6s-6l21-y 64)ritie Phone: Soy'- Q27- 0455-- Describe the scope of work in detail: Cost of Project: $ ?oSr 'Fit Or c6". 3 v( L D tH15 **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: f TOTAL HABITABLE SPACE: Pe* p'6 N( 3c.'u !b MAIN FLOOR TO SQ. 2N° FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEMENT ARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: 0(< PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR 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 9 A Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash ❑ Check 0 Mastercard 0 VISA ❑ Other Bankcard#: Expires: VIN#: Authorized Signature: REVISED 845/2005 ..,. , k i 3 PROTECTION AND OPENINGS BETWEEN I DWELLING AND PRIVATE GARAGE SHALL HAVE: 1)MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: i 0 5/8"TYPE"X"GYP BOARD(HABITABLE SPACE ABOVE)OR 1- ❑ 1/2"GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING) 2)OPENINGS BETWEEN GARAGE AND RESI)ENCE SHALL BE i EQUIPPED WITH SOLID WOOD DOOR,SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8",OR 20 MINUTE FIRE RATED 4 DOORS. 1 a 1 t ,J 1 clev CC ¶2 ' I I 1 0 . e • Ai ° i t 1 CC S 4/. � i e-D. . -,� j Clqr I ,D PPI- 1 y trS- iI31 0C.0 .05 N. •- WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com September 21, 2006 Mr. Mark Plivelitch SPOKANE STRUCTURES, INC. 510 N. Mullin Road Spokane, WA 99206 SUBJECT: 20' X 30' X 10' POST FRAME BUILDING FOR OLGA MILL, 505 N. DICK, SPOKANE VALLEY, WA Dear Mark: This post frame building was sold to Mrs. Mill and is being erected according to the standard post frame building plans I 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 a 18'x 8' overhead 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 a 4' window and a 3' pass door. 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 no openings. Sidewall openings have no effect on the lateral load resistance of this building. There is a one hour firewall one 30' sidewall. Please use the one hour firewall assembly drawing enclosed for construction of this firewall. 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. .)e Sinrely, Q�u"`,,� \ ‘'L W��, - . e WASJi,` ) Daniel Wambeke, P.E. �- •��.' /,A c�i Enclosure i I (� ��A 9. DW:dw -A0x, ,?,,18067 0 ZONAL ICY- EXPIRES 021(0" Designer of Small Structures. Post Frame Buildings. Foundations, Light Gauge Steel Framing and Grain Storage Systems inswilfrormsm 111 0 0 0 FIRE EXPOSED SIDE FIREWALL ASSEMBLY NOT TO SCALE TEST LOADING CONDITIONS TEST LOADING WAS 10,400 lbs, PER SUPPORT MEMBER COLUMN AND EQUATED TO 50% 0. D. ALLOWABLE DESIGN STRESS IN COLUMNS TESTING STANDARDS ASTM E119, CAN4—S101 AND UBC 43-1 (TESTED WITH FIRE EXPOSURE ON GYPSUM WALLBOARD SIDE ONLY). LISTED AS WP-929. NOTES 1 SUPPORT MEMBERS: 8'—O. C, 10'-0. C., 12'-0 O.C. a. NOMINAL 6"X6" STRUCTURAL GLUE—LAMINATEDTIMBER COLUMN OPTIONALLY PRESSURE PRESERVATIVE—TREATED AT BASE; OR b. NOMINAL 6"X6" NAIL—LAMINATED COLUMN, 3 LAYERS NOMINAL 2"X6" DF—L #2 OR BETTER LUMBER, NAILED TOGETHER WITH TWO(2) 16d COMMON NAILS PER FOOT EACH FACE. c. NOMINAL 4"X6" OR 6"X6" ROUGH SAWN HEM—FIR PRESSURE TREATED POSTS t,L W 2 GIRTS: 2"X4"/2"X6", DF—L #2 LUMBER, MAXIMUM MOISTURE '� WAS CONTENT 19%, INSTALLED HORIZONTALLY, 24" O.C. Q��OF 1/4.CC�� 3 FIRE—STOP BLOCKING: NOMINAL 2"X4" LUMBER BETWEEN WALL FACINGS Q #. ' ��,A* .% �' AND COLUMN, NAILED TO COLUMN WITH 16d COMMON NAILS 0 12" O.C., INSTALLED VERTICALLY BETWEEN GIRTS AT COLUMN LOCATIONS. C� 4 CORRUGATED SHEET METAL SIDING: 29 GAUGE CORRUGATED STEEL PANELS, ( , APPLIED VERTICALLY. ATTACHMENT TO HORIZONTAL GIRTS: 1/4" DIAM. �� 1 1/2" LONG HEX HEAD SCREWS, 12" O.C., WITH METAL—BACKED Off, R18067 O NEOPRENE WASHERS �NAL" 5 RIGID MINERAL WOOL INSULATION: MINIMUM 2'X4' SECTIONS OF 3" THICKNESS, MINIMUM 5.8 LB PER CUBIC FOOT DENSITY, ATTACHED TO THE EXTERIOR SIDE GIRTS WITH 3" LONG SQUARE CAP NAILS /"7)�� I AT EDGES AND 24" O.C. (EXPIRES G I 6 WALLBOARD: ONE (1) LAYER 5/8" THICK GOLD BOND FIRE—SHIELD G GYPSUM WALLBOARD, LISTED FOR USE IN FIRE RATED WALL ASSEMBLIES, ATTACHED TO GIRTS, JOINTS OVER COLUMN BLOCKING, ATTACHED TO GIRTS AND BLOCKING WITH 6d CEMENT—COATED NAILS (1/4" DIAMETER HEAD, 0.0915" SHANK), 7" O.C. WAMBEKE ENGINEERING urt Daniel Wambeke, P. E. Spokane WAst1st 99223 Tel: 509-443-6186 Fax: 509-448-6582 e—mail dwambekeOmsn.com ONE HOUR FIREWALL ASSEMBLY POST FRAME BUILDINGS WP-929 SPOKANE STRUCTURES, INC. SPOKANE, WASHINGTON DRAWN BY DATE REV_ WAMBEKE 9_21-06 ,ONE HOUR FIREWALL APPROVED SCALE NTS Serving the Inland Empire 510 N. Mullan Road `(���V Spokane, Washington 99206 Phone: (509) 927-0655 Toll Free: 1-800-735-6347/ Fax: (509) 927-4062 ePOKANE CTURES, INC. SALES CONTRACT AND WORK ORDER SPOKASI12606 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 c210' wide 30 long Wall body main Height g to eave �0 Roof Pitch y//2 Roof Load led- Shed Roof: High Side Height at eave Low Side Height at eave — Roof Pitch ----- Insulation:Vinyl Back Fiberglass: Size ,ff? �, Location k cla 4' .0„-46 i Enclosed Shop Size GOO . •Qf• Location B Open Bays - Location Siding Color t{uyvf r f tad,' Base Metal Wu ATV a"rural Pattern 13 VA-A G ( Gauge a Roof Color Lark'f 45for1 (• Pattern'6(.1-1- Pi / Gauge a ef Trim Color L,Ah f 1l-Q 4 C. I x 6x (p pressure treated posts encased in concrete. Non-truss bearing posts and door posts will be 2 ply 2x6 or 4x6-pressure treated. Framing lumber standard and better. 2x6 girts and aLX G. Purlins approx. 2 feet on center. Pre-manufactured engineered trusses . Post concrete y yds. Double Glazed&L.u4 Windows with screen: 411 �S Finish LAO L Walk-in Door c c c�Irifir , Jp c (Jamb and Door primed iinWhite) Sliding Doors: sizes and clearance - d Overhead Doors: sizes if ,rep, i7o —7/7 v/ �tis'+J/'r 17 (primed in White) Eaves — — -B- Feet of Skylight under eaves - n, 9c r' Inches thick concrete slab: size 6200 Sr. / / yds. Finish $fruN0 Mesh? 4 b y CS Company agrees to prepare site. 1. Excavation, fill and fine grading are to be-paid for in addition to this contract e tics 2 Site N /preparation is ra included in cash price UCIUW ! YV 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 nQresponsibility for utility 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 TO MATERIALAND LABOR UEN.CANCELLATIONS WILL BE SUBJECT TO 18% CHARGE TO BE MADE AGAINST CASH PRICE THE BALANCE IS DUE AND PAYABLE UPON COMPLETION OF BUILDING. PLEASE GIVE FINAL CHECK TO THE BUILDER MADE OUT TO SPOKANE STRUCTURES,INC. It Make all checks payable to SPOKANE STRUCTURES,INC. Owner agrees to sign all necessary papers required by any financial institution.All surplus material is the property of contractor.In the event of breach of this contract,the Property Owner(s)also agree 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.Alt 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 pkyShase price. 1 SPOKANE STRUCTURES,INC. 3 �' • DAY A() 20 Q (e DO NOT SIGN THIS CONTRACT UNTIL COMPLETELY FILLED IN. NO VERBAL AGREEMENTS COGNIZED. I UNDERSTAND ALL T RMS AND CON• • S OF CONTRACT. —/ By I'�• I X Representative of Spok. ruct .es,I . Owner/Buyer Accepted by X General Manager of Spokane Structures,Inc. Owner,/Buyer COMPANY GUARANTEE:The Company guarantees its workmanship and will replace faulty material or faulty workmanship free of charge for 12 months from completion of building(s). Customers, by affixing their signatures hereon, acknowledge that they have received a copy of this contract and are aware of notices on the reverse side. Owner's name 0 1 ci A In LL Home Phone ?el r 045 Work Phone Job address '--C)C Ai' D. LK City 'Selo 1-610t v,44 t State 611 A^ Zipy 7/ Mailing Address _City G State Zip LEGAL DESCRIPTION DIRECTIONS TO JOB Q cu"-cc 0 c A4L / a n ,E,-t.-<.. 8 r©o-`D w a•-1 I Q Co G K t.J c f+ o-P c. - S^ 1J "s1.-4' $ ;e�!t o # !) c fe Zl— ,'D et_s 5. ,�Fc) of S n-ce 4 bo 01- woo o, ,f.,,i-r- `t-ca w€ I Parcel No. 957 f 3 . O G 6 This Contract subject to obtaining permit. u Qt/'� *Permits will be handled in 5qa[{q�„L, vey f 1 BY x S•s'7, t�1 "el s1/ h7 Pr,9 1 ,J lu s aoVot I -,,-r-,<ritA( 6 gdd `7a Pa.�-c..) ai e.CIa-cX. % CAUTION: Concrete floors may crack in the Pacific Northwest for a any number of reasons. Therefore, we will not be responsible for - cracks in concrete floors. However, we do take every precaution to • E �o prevent this from happening and we use material from reputable SID E�/ALL GABLE companies. Also, imperfection in surface level is unavoidable and therefore not guaranteed. . �F h63hoiE ` % . 4 x X x , -� Li w X , Lu -• } _ cna_ Z c J J i O@w< J . _ J c 40t J � z u ul WCe wcv� zJ> IL \� LWWASqa1, ND-11 1L` = Q O 4, t <'.,U 1 z R. i 'of'a , 7 f �'`ct Ip sT 3 NAL }EXPIRES t-l-9r!/ , i NOTE:Some things are unforeseeable in any building project.All contract figures are based upon the building site being accessible throughout the entire project and normal digging being possible.Any excenses incurred to overcome problems,whether underground or weather-caused,are the sole respon- sibility of the homeowner unless othervvise stated on this contract. SPOKANE STRUCTURES, INC. 510 NORTH MULLAN ROAD SPOKANE, WA 99206 PHONE: 509-927-0655 FAX: 509-927-4062 CONSTRUCTION DRAWINGS FOR STANDARD POST FRAME BUILDINGS CONSTRUCTION DRAWINGS ARE ATTACHED FOR BUILDINGS WITH SPANS OF 12'-24', 30', 36', 40', 48', 50' & 60' Drawing Index: ---- c-T Op\ >ki j� 1-04-04 1 of 18 PLAN VIEW /1,2.,\ �d� 10 9 F C��p� :o.. 2 of 18 ROOF FRAMING PLAN ,`ct, \� �,,c�. Fp yl 1-04-04 3 of 18 BUILDING SECTION A-A .*;05'-`;1-0'..t,a+4 1-04-04 of 4 of 18 DETAIL 1 —TRUSS/COLUMN '`' "``,,, P`� � CONNECTION, PURL n;�S O :;,k,..N_;E;,U ��` 4j, 0"5 1-04-04 5 of 18 DETAIL 2—KNEE BRACE 0-^ �'��=••`,i'F t"i�1\o�r�\ .-1 1-04-04 6 of 19 SPECIFICATIONS &FOUND• 11 SN o`(.'�`'- ��j •1 o\NG �5-� 1-04-04 �• o 7 of 18 POST/FOOTING SCHEDULE 1 - 0' S oo i f r, pVRG"I ,!-::-'-'4.4. ' 1-04-04 7 of 18 POST/FOOTING SCHEDULE 3 i ,& 40' SP NI,Sk A-,c,Z't" �w . 1-04-04 7 of 18 POST/FOOTING SCHEDULE 48' SIANS `" �sr� J , 1-04-04 7 of 18 POST/FOOTING SCHEDULE 54' & A S �M \ o0 1-04-04 10 of 18 ENDWALL FRALNG PLAN � Q� aiV%' 1-04-04 11 of 18 OPTIONAL ENDWALL FRAMING -.- -21;,;„„,;..4. 1-04-04 12 of 18 OPTIONAL ENDWALL FRAM NG 1-04-04 13 of 18 SIDEWALL FRAMING 1-04-04 14 of 18 TRUSS BRACING & POST LAMINATIONS 1-04-04 15 of 18 TRUSS WEB BRACING 1-04-04 16 of 18 LEAN-TO FRAMING PLANS 1-04-04 17 of 18 LEANT-TO BEAM SCHEDULE & FOOTING 1-04-04 18 of 18 LEAN-TO BEAM CONNECTIONS 1-04-04 THE ATTACHED DRAWINGS DESCRIBED BY THE ABOVE INDEX ARE BEING SUBMITTED UNDER MY PROFESSIONAL ENGINEER ST , ' • ! THE STATE OF WASHINGTON v`�pF ,,� 7 ASH 8 it) 4' ?. o , SV ENGINEER: DANIEL\VAMBEKE, P. E.,2 W' 412SPbKANE,WA 99223 PHONE: 509/443-6136 { 8'-O' 8'-0" USE 2'X 6' PURLINS USE 2'X 6' PURLINS @ 24' D.C. - TYPI•AL 30 PSF LIVE LOAD 10' 0' 10' 0' USE 2'X 6' PURLINS USE 2'X 6' PURLINS @ 24' O.C. - TYPISAL 30 PSF LIVE LOAD 10' 0' 10' 0' LENGTH USE 2'X 6' PURLINS USE 2'X 6' PURLINS AS DESIRED @24' O.C. - TYPIS AL 40 PSF LIVE LOAD 12' 0' 12' 0' USE 2'X 8' PURLINS USE 2'X 8' PURLINS @ 24' O.C. - TYPIC•L 3$ PSF OR 40 PSF LIVE LVAD 411� I tf _'c� o r ® Z .. fTl triD rTr:: z ".,�uta! `� _.1c -13 z i ( � D V71 ® © laki:1.4 ', tviP1u50 :4i' aH1 V101. Z / 735'���7 nSIN6 I MINtl g,-MENj �N, 4, w ` `cif `�1 :' \ i ' ■ fire MUMIll ( � ka Z ® oI 0g g 0_i r 0 c_ -171 3 td TI d ON G-1 -0 -' a Z 1Jxnoc❑ tdV) TT� o 1 13-o (I) V) 71-1 7 xi-._i70,-... 7 -� N Amz ZN zciz �0mc' , 3 20 A mz z-, 0 = c) 3mCI 0 n % r D a (4 _ - r'21 m > Z f0 -0-- d -4 Dr (T1 TI O zr, .t-a �rn z M fU �C73 v) -0 f C 77 20 v,� 0m m � � nz D � IIX -o cn .-. 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N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5Cl- ('') C) ("") d' d- d- CO (-') C'') d- d- d' CO C'r) CO V' 1- d- (-') C) CO d- d- d CO (-'-) CO d- d' d J > U 0 0 0 0 • • O O O O O O O • O O O c O 0 O 0 0 0 0 0 0 0 0 0 a a mq c CU 60 • Cb c Ct-. la) o N, 00 • CU W a . CD o C1.. Cb o C. 47 O C. CA c N Z c ft.t • • I c c G 444 a d o c c a ` I 1 v) 'co CJ CO CJJI C7J, c a CL d d d� S NOTES FOR CONNECTI❑N DETAIL S1 MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER 0 PURLIN SUPPORT STRUT 2' X '3' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS 0 OVERHANG EAVE PURLIN 0 MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT. 0 WOOD POST, SEE P❑ST/FOOTING SCHEDULE. 0 S6 2' X 6' OR 2' X 8' JACK RAFTER to NAIL TO SIDE OF TRUSS TOP CHORD / S7 2 - lOd NAILS @ 6' O. C. `�- 0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 0 2' X 6' OR 2' X 8' EAVE GIRT rIIIIIIIE ._„\-.-3,'.:. -1.11,l,, /4/74/6, < 1 ; 40 ... -.....r$ 7,,...,1 ` 3 oliiii * T. o :Wire ••••••..O 0 1t .l: SNS SIDs sal y or i ,, "MING .L.0 0 :HT ce'TfOr. 0 1 �L W BVI 1 �R, 010v Pii *26 AttiEslr)go cl., s`r1ONAL # EAVE OVERHANG DETAIL EXPIRES 12/29/07 N.T.S. SPOKANE STRUCTURES, INC. TRUSS - COLUMN CONNECTION EAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS DRAWN BY DATE REV. WAMBEKE -16-05 APPROVED SCALE ssI.17 NTS GABLE TRUSS TRUSS PURLIN / BLOCKING OUTRIGGER �- L� 2" X 4' SUB FASCIA TOP GIRT CENTER COLUMN END COLUMN OVERHANG @ EAVE rI.T.S. 12" TO 24' EAVE OVERHANG '10r SIR I DILE: 30 PSF ' 40 PSI' 50 FS 10' BAYS 2" X 8" 2" X 10" 2" X 10" 12' BAYS 2" X 10" 2" X 12" 2" X 12" '\\*5) IN 00 4$4' AfitS 011 sSIONALyG EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. TRUSS - COLUMN CONNECTION EAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS DRAVN 31' DATE REV. 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(.O`) A my _ z p 37 em< t 0 CO V) O D -I zg .-g o FR zLmD c, r•- 3 1/4' _ UI 0 a 3 0 xi 1 vii - N ogd f l CI m �� rd M c m � 73 o1 r�� 6 rix cn rco 0 I D 9 �o ! 0 . m mCD ri - —1 x o %, .-,- o3 CTZ -I Cr y:� c13 Z Z 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 AI I., ;4 REVIEWED FOR COTE E COMPLIANCE SPOKANE`tiPAI. F" ,ilt.'Ji. DIVISION fmiN POKANE ! TRUCTURES, INC. recnV4. ik., Doug Powell RE:job at 505 N. Dick Rd. Spokane Valley, WA. Permit # 06003826 Doug: The drawing you requested as per our conversation on 10-16-06 about this job. Please call me if you need anything else from me. Mark Plivelich Sales rep for Spokane Structures Inc. 510 N. MULLAN RD. • SPOKANE, WA 99206 • (509) 927-0655 TOLL FREE - 1-800-735-6347 FAX (509) 927-4062 www.spokanestructures.com S3 S5 WALL SECTION 11 ® WALL FRAMING PLAN 11 ®1 S1 METAL ROOFING OVER METAL BUILDING INSULATION S9 4' THICK CONCRETE SLAB, NOTE: S4 C4 2" X 6" OR 2" X 8' PURLINS @ 24" O.C, ONE HOUR FIREWALL ASSEMBLY IS SIMILAR TO (90 CONCRETE POST FOOTING GA FILE NO. WP 3514 AND GA FILE NO. WP 3605. S3 MANUFACTURED TRUSSES 1 PRESSURE TREATED POST (g�) 2" X 6" OR 2" X 8" STAGGERED BLOCKING @ MIDSPAN OOF S4 2' X 6" OR 2' X 8" BLOCKING BETWEEN GIRTS. GIRTS. END NAIL TO GIRTS W/ (2) 16cl NAILS, ID NAIL BLOCKING TO POSTS W/ (6) 16d NAILS. (�D 5/8' TYPE X GYPSUM WiSLLBOARD BOTH SIDES OF WALL. S5 2" X 6" OR 2' X 8' GIRTS @ 24' OZ TOENAIL TO ONE LAYER NAILED WITF6d NAILS X 1 7/8" LONG @ 7" O.C, WALL SECTION WALL FRAMING PLAN SPECIFICATION NOTES FOR COMMERCIAL WALL FRAMING S1 METAL ROOFING OVER METAL BUILDING INSULATION S9 4' THICK CONCRETE SLAB, NOTE: THIS S2 2" X 6" OR 2" X 8' PURLINS @ 24" O.C, ONE HOUR FIREWALL ASSEMBLY IS SIMILAR TO (90 CONCRETE POST FOOTING GA FILE NO. WP 3514 AND GA FILE NO. WP 3605. S3 MANUFACTURED TRUSSES 1 PRESSURE TREATED POST (g�) 2" X 6" OR 2" X 8" STAGGERED BLOCKING @ MIDSPAN OOF S4 2' X 6" OR 2' X 8" BLOCKING BETWEEN GIRTS. GIRTS. END NAIL TO GIRTS W/ (2) 16cl NAILS, NAIL BLOCKING TO POSTS W/ (6) 16d NAILS. (�D 5/8' TYPE X GYPSUM WiSLLBOARD BOTH SIDES OF WALL. S5 2" X 6" OR 2' X 8' GIRTS @ 24' OZ TOENAIL TO ONE LAYER NAILED WITF6d NAILS X 1 7/8" LONG @ 7" O.C, S6 POSTS AND BLOCKING W/ (3) 16d NAILS. METAL SIDING, (ZO 2 X 6 CEILING JOISTS - INSTALL WITH JOIST HANGERS — OPTIONAL (Z�) 5/8' TYPE PRESSURE X GYPSUM WALLBOARD — NAIL TO CEILING JOISTS OPTIONAL Ip/ A p ® I/ ENGINEERING VV A M ® f� $7 O TREATED 2" X 6" OR 2' X 8' BASE GIRT S8 PRESSURE TREATED 2" X NOTES: Daniel Wawbeke P, E. zSioknneWA99�23 TO 509-443-6186 Fax 509-448-6582 e-mail dwambekeEN—com 4' BASE GIRT, 1. BUILDING SPECIFICATIONS OA BASIC POST FRAME ®NE HOUR FIREWALL FOR BUILDING PLANS APPLY TO THIS ADDENDUM. 2, 2 X 8 GIRTS MAY BE SUBSTITUTED FOR 2 X 6 GIRTS TO OBTAIN POST FRAME BUILDINGS DESIRED WALL THICKNESS, AUT ARE NOT REQUIRED FOR SPOKA STRUCT R INC. STRUCTURAL INTEGRITY, ,