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2008, 05-05 Permit App: 08001676 Pole Bldg Project Number: 08001676 Inv: 1 Application Date: 5/5/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 24 X 36 POLE BLDG Contact: STEEL STRUCTURES OF AMERICA Address: PO BOX 895 C-S-Z: POST FALLS ID 83877 Setbacks:Front Left: Right: Rear: Phone: (208)777-8597 Group Name: Site Information Project Name: Plat Key: Name: REGOS ADD District: Nort Parcel Number: 45161.0802 Block: Lot: SiteAddress: 1115 N WILBUR RD Owner:Name: CONSENTINI,DAVID Address: 1115 N WILBUR RD Location::CSV SPOKANE VALLEY,WA 99206 Zoning: R-3 SF Res District Water District: 011 MODERN Hold: ❑ Area: 10,164 Sq Ft 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: 5/5/2008 By: tmelbourn Landuse/Zoning/HE Conditions Released By: I Originally Released: 5/2/2008 By: mpalaniuk Operator: JD Printed By: jmm Print Date: 5/5/2008 Project Number: 08001676 Inv: 1 Application Date: 5/5/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: STEEL STRUCTURES AMERICA Firm: STEEL STRUCTURES AMERICA I Address: PO BOX 895 Phone: (800)833-9997 POST FALLS,ID 83854 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 864 $16,416.00 864 $16,416.00 Totals: 864 $16,416.00 864 $16,416.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $279.25 ACCESSORY PLANS REVIEW 1 SELECT $69.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $353.56 Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $353.56 $353.56 $0.00 $353.56 $353.56 $353.56 $0.00 $353.56 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: JD Printed By: jmm Print Date: 5/5/2008 Permit Center _ 11707 E Sprague Ave, Suite 106 PERMIT NUMBER: `(,1, Valley Spokane Valley,WA 99206 PERMIT FEE: J (509)688-0036 FAX: (509)688-00q Community Development ww;'•spokanevalley.org.corn cly OI_ MAY rI 013 Residential Construction New Construction Accessory Bldg Permit ApplicationPEBAirij or: ❑ Add iti s ' emodel ❑ Deck o Other: C SITE ADDRESS / ( 15 1.3, 1 /bt,V &a ASSESSORS PARCEL NO: y57(.0l. I8QP,LEGAL DESCRIPTION: Building owner Contractor _;:. Name:)l Name:S�1C-Q_.\ e Plea_01::1 cc Address:p.o. ` / i)Lk P) (� ^� Address:• Qj es5 City: V OL\�o Zip: -1 9OC) City:RttLSZip: S3877 Phone: - eFax9,984 7/ Phone:RPi-8 (T Z7Fax: (K7-8(f7C) C) Lic NoST1 xp.Date: /9 J/ / Contact Person_ - City Business Lic No: Name: �tY��(l P\-1`R-\"":\' Phone: -999 7 Describe the scope of work in detail: Cost of Project: $ cay- � �' (-tu3( p(i_e x/ �- \\ . S Q 3 **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSI NS: #OF STORIES: TOTAL HABITABLE SPACE: 1(o' B11 ��x c ► Jf4 MAIN FL••' TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: 8(40 FINIS` ■ :ASEMENT RAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: Ot•< PROPERTY: #OF BE ROOMS: gkONSTRUCTIONTY PE: HEAT SOURCE: SEWER OR SEPTIC? Si C +)ct-l #01-11" .0(79- 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 beA•rocessed. / Signature , -�,_ � ��! Date 6/(1IC)e) Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check ❑ Mastercard 0 VISA ❑ Other Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 pone Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhalt@spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: O One-hour separation detail: between house and garage O Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. O All header locations: type, size, and connections ❑ Foundation plan O Insulation information • Nein project eldry oim 4110111.°1111\41411 Pro• Previous pre-app meeting 1:1n TPlan revisions niPOKa e El City of Spokane Valley Transmittal Date: Community Development Friday,May OZ,2008 Department 11703 E. Sprague Ave,Suite B3 Spokane Valley,WA 99206 Phone: 509.688.0036 Site Address: 1115 N WILBUR RD Project Number: 08001676 Parcel Number: 45161.0802 Zoning: UNKN Water District: Fire District: Applicant: STEEL STRUCTURES OF AMERIC Owner: CONSENTINI, DAVID PO BOX 895 1115 N WILBUR RD POST FALLS ID 83877 SPOKANE, WA 99206 (208) 777-8597 e-mail: e-mail: Contact: STEEL STRUCTURES OF AMERIC Occupant: PO BOX 895 e-mail: POST FALLS ID 83877 (208) 777-8597 e-mail: D(� EContractor: STEEL STRUCTURES AMERICA IN Arch/Engineer: fl PO BOX 895 POST FALLS, ID 83854 (800) 833-9997 r[9) ii kin e-mail: I� ��. � ) Project 24 X 36 POLE BLDG Description: Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION SITE PLAN ( PLANS Please send all plan review and project comments via e-mail to the highlighted individuals. Appt —me STEEL STRUCTUREo AMERICA, INC. Date 1 -800-833-9997 Name frvi; - e©-S0-'r�i.(-Q. S i4-9,014,vt /\ Mailing Address P• 0 8 0 1( 3 3 8' 4 City S Pok o►.L V'ex((.s, State wog- Zip el q 2.l k Job Address + '/.5 / V, O 607-- City State County S Pe ken-d- Zip Sidewall Gable Telephone Home Work Building Size x x 0 10' 20' 30' 40' 50' 60' 70' 80' 90' ....*)uv va W 10' ii:- 20' a Y t-PC-6, c 30' - u,------.,. t Oki. oi‘ I19. 40' I 140`"sa..' — PLANNING DEPT. APPROVED i 8i!Z 50' 1 d S t=i BY: 4/A P $4 DATE: s/ 70? 60' 1 P 0/ w) ..t T 70' *-1. I Z 7S''' LOT = 10) t(o`{ SQPr 80' 90' d4-4-L°7 Scale: 3/4 =',p' Customer Signature Sales Signatur For City Use Only PLUS Project Number O� (<n-7 6 CITY OF Project Address o1ine . a y 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is � - � -\, The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. > Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. ➢ Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure,you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email,or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re- submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre-construction meetings (if required) will be provided by the Permit Specialist at that time. 1 WHITE-APPLICANT PINK-BUILDING FILE REV 9/07 Appt `'ane STEEL-STRUCTURE'S AMERICA, INC. Date" 1 -800-833-9997 Name PY1; - COS12-r ri.(-12- / S 4AL-0(ate-l. /\ Mailing Address P• O 8 o 1 K 3 3 8' 4 City S(sok o►•; V'64(111 State wOL Zip el q a.l K Job Address i It,S/ V, d so7- City State _S es lta+�� Zip ---0.-.16_ _40..CountY P Sidewall Gable Telephone Home Work Building Size x x 0 10' 20' 30' 40' 50' 60' 70' 80' 90' 'I ....apt/v2 PI"- (.91 10' `.!_ I _H t 41AI 0 2000 20' a y .;: ti ,:: w ,Ec-37 t IYI-.) c' 30' — u,-._ , t A; i r 40' 1 Ho v-s.c. — V/ z 50' t vl Sac.. DI . t 60' E 1 P 70' =a•- Z 7s' 80' 90' &4617' Scale: 3/4 ='gyp' Customer Signature Sales Signatur Job Name: Truss ID: TEST Q : 1 Drw' 11263 X-LCC 3KAC5 5123 a60'D TC 2x6 DFL 2400E-2.0E "(PM}=PLATE MONITOR IOSED-Sso Joint Report"' This design based on chord bracing applied 1 0- 2-12 45ta 5.50- 4.52' BC 2x5 DFL 2400E-2.0E Designed per ANSIRPl1-2902 per the foaming schodute: CD 2 23- 9- 4 4543 5.50- 4.52• WEB 2x4 DFL STUD This design does not account for long term max o.c_ from to -� 530 Rn-iGgtaaxxrrr3 shows are based @n.Y Lumber shear allowabres are per NDS_ time dependent loading(creep)_Baifding TC 24.00" 0.0-0 24-0.0 N unaton the truss notarial at each bearing Refer to Joint CIC DetailSheet for Designer roust account for Ws- BC 96.00" 0-0-0 240-0 NJ Maximum Rotational Tolerance used THIS DESIGN IS THE COMPOSITE RESULT OF UPLIFT RP_ACT1ONIS): N ro 9130‘31 AXE. TO 6391 IRCJIBC truss plate values ars based on MULTIPLE LOAD CASES. Support C&C Wind Non-WMd m 3-2 -3454 9.30 0.41 0.72 testing and approval as required by IBC 1703 Loaded for 10 PSFnan-concurrent BCLL, 1 -1072lb ID 2-3 -72)9 0.16 0.51 0.69 and ANSVTPI and are reported in available Loaded for 200 lb non-concurrent moving 2 -1072 lb C 1-4 -7399 0.16 0.51 o.59 documents as ER-1507 and ESR-1118 BCLL, This truss is designed using the 4-5 -8934 0.10 9.41 0.72 ASCE7.05SNOW LOAD DESIGN CRITERIA: ASCE7.05Wind Specification Pg.52061,Ce=1.0.1=1.0,Cf a 1.10 Bldg Enclosed a Yes,importance Factor=1.00 F-e 117 wre.C3 AEStn) rS1 Designed fora post-frame building Truss Location-Not End Zane NJ7030 s-7 781> 0.433 0.119 0.51 application. HurrkanalOcearline=No,Exp Catagory=C -A7-8 5329 0.73 0.10 3.39 Bldg Length=24.00 R,Bldg Width= 24.00 ft -J 9-9 5320 0.29 0-30 0.39 Mean roof Twight= 14.2511;mph= 15 9-30 7.316 3-43 0.19 0_53 TPI Standard Occupancy,Dead Load= 3.6 psi Designed as Mein Wind Force Resisting System Law-rise and Components and Cladding 5-7 - x416 6334 3- Peg 219 251 Tributary Area=144 sg6T i-' 1-T -5919 O.4T 3-9 3x69 0.76 i LTI Ei 3-7 2269 0_76 4-3 -191•) 0.44 MAX DEFLECTION[span): L.0 1.1229 MEM 7-B ILIVE)LC 1 N NJ L=-0.34'On-0.11" T=-0.45" CD T CD =Joint Locations= 1-' 1 0-0-0 6 0.0-0 LU 2 6-8-0 7 5-1-14 --I 3 12-0-0 8 12-0.0 4 17.4-0 9 15-5-2 5 24-0-0 1e 24-0.0 1 2 3 4 5 14.00 -4.00 i W8X8 I }V3X4 1'/3X4 l _A, A-&-1 5-1-1 g fSCd►'1 -- _ _Go, H W8X12 W6X12 SHIP �'=: .f}f _5 `ti 1' To-6-1 =f1-6-1 k 4s (i'%,,,�,k) ',,,,'� fil DJ W6X6 S=HS0510 �rn 73 WGX6 i{':' 1--1 Pi } -I 73 2r-- -Ii 24-0-0 CO I 6 7 a 9 101 iCiVAt.. EXPIRES:1115110 4/ 2/2008 All connector plates are Tnlswal 20 ga.unless preceded by"W"for Wave 20 ga.,"H5'for HS 20 ga.,"S"for SS 18 ga.from Alpine;or preceded Scale:5132"=1' by'MX"for TWi,1X 20 ga-or"H"for 16 ga.tram Truswal,posilioned per Joint Detail Reports available from Trusvral software,unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor- Eng.Job:.E-f. WO:ST4 1.<1>1 This da Lgn is for 3n Individual buth3ng component not truss system It Sas teen based on specifications prodded by the ecrnpcmenl marmladutor Chic:SH and dare o,accordarra cull,the current versions of TF1 and SFPA design standards. no re;poresthlliej is assumed for dimensional acccmacy.Uimeustons Dsgnr:RM are to be verified by the cornperant manufachJrer and/or building&:signer pilar to fabricali0n.The building designer muthat must ascertain at iiia mads T 1 M B E RL I N E is utilized on this design meet or exceed the'loading imposed by the Local buldtng cce.a and the particular application. The design assumes than the toe sherd TC Live 40.00 psi DurFaes L=1.15 P=1.15 73 laterally braced by the rood cr Row sheathing and the botloan chord is laterally braced by a rigid sheathing materiel dlrecgy atiathed....ie..otherwise TC Snow 40.00 psi Rep Mbr and 1.00 I3> noted. Bracing therm ler lateral support of carnpor�dnls nesters coy to reduce buckling length. This coir rcn�rt snail nor Cr placed in any TC Dead 5.OD psi (T) ��� TRUSS environment lhaf'nig,carsethe!misiwecontent of the stoodtoaceed19% causemnA and'orconnectorplateos'n.Fabricate,handle,install BC Live 0.00 psi O_C_SpaGing 6.0-0 and Dace this truss In accordance with the(causing standards'Joint and Cueing Detail Reucrts'available as culputfrom/reseal software. BC Dead 7.i70 p5f Design Spec IBC-2006 •ANSbTFt 1','MCAT•Wood Truss Council of America Standard Design Respen ibilitres,'BUILOING CO.'APONENr SAFETY CIFORMATIOM- m CSJ Po Box 148 Newman Lake Wa.99025 teem 1•)3)sod'SC53 3UC1M RY 9a'EErS'bj in CA and WI.The Truss Plate lost itute(Wit is located at 5227 D'Onofrie Dave.Madison, vfiaconsin 53n9 :I The American Fcrest and Paper Assc• aFan tSFPO)is'scaled at 1111 35113 Street-nO VW,Sin 800,Washington, 7G016_ TOTAL 52.00 psi Seqn T6.5.52- 79498 -_- m i . 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE 2006 z INTERNATIONAL BUILDING CODE. '¢ W 2. ANY ERRORS, AMBIGUITIES, AND OMISSION IN DRAWINGS AND/OR p" SPECIFICATIONS SHALL BE REPORTED TO BERKEY ENGINEERING FOR z0 CORRECTION BEFORE ANY PART OF THE WORK IS STARTED. NO F ALLOWANCE WILL BE MADE IN THE OWNER AND/OR CONTRACTOR ¢ FAVOR BY VIRTUE OF ERRORS, AMBIGUITIES, AND/OR OMISSIONS 0 WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION FOR CONSTRUCTION AND DIRECTED TO BERKEY ENGINEERING'S O ATTENTION IN A TIMELY MANNER. IT IS THE OWNERS ULTIMATE 4. RESPONSIBILITY TO HOLD THE CONTRACTOR AND/OR SUBCONTRACTORS ACCOUNTABLE THROUGH CONTRACT. BERKEY ENGINEERING ACCEPTS NO RESPONSIBILITY FOR WORK DONE BY THE OWNER, THE CONTRACTOR OR SUBCONTRACTORS CONTRARY TO THE PLANS OR SPECIFICATIONS. SUBSTITUTION OR CHANGES WILL NOT BE ACCEPTED UNLESS APPROVED IN WRITING. THE SUBCONTRACTOR SHALL REVIEW ALL SECTIONS OF SPECIFICATIONS AND ALL SHEETS OF THE PLANS FOR ANY INFORMATION OR DETAILS PERTAINING TO THEIR SPECIFIC TRADE. A H el 36' H a a y, 3. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, 12' 12' 12' INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. FIELD W GO O VERIFY ALL NECESSARY DIMENSIONS. DISCREPANCIES BETWEEN SITE C/) a 3 a v / \ \ // ^ \ CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO O o '^ (iyK J K J / r,'- I - THE ATTENTION OF THE ENGINEER. WORK DONE WITHOUT THE U p" 7 / / / ENGINEERS APPROVAL IS THE RESPONSIBILITY OF THE W . 1 ua 2 {\i/ C CONTRACTOR/SUBCONTRACTOR. 8 r4 444 4. ALL FRAMING MATERIAL SHALL BE HEM FIR NO. 2 OR BETTER. ,,4 z 0 DOUGLAS FIR NO. 2 MAY BE SUBSTITUTED AS-AN ALTERNATIVE. WOOD cv IN CONTACT WITH EARTH AND/OR CONCRETE SHALL BE PRESSURE ce / TREATED, 0.6 RETENTION. o O 12 5. CONCRETE DESIGN BASED ON A COMPRESSIVE STRENGTH OF 2500 PSI D // AND NO SPECIAL INSPECTION REQUIRED. RECOMMENDED CONCRETE = STRENGTH IS 4000 PSI FOR DURABILITY ONLY. W O 6. ROOF SHEATHING SHALL BE PAINTED 29 GA. RIBBED STEEL. FASTEN ›: N � � O SHEATHING TO FRAMING WITH 1 1/2" #9 SCREWS WITH NEOPRENE A M - k NOTE: ALL POSTS ARE 4 CONCRETE SLAB / _ \ WASHERS AT 9" C/C. A ob N PT 6x6 #2 HEM FIR, ON GRADE. SMOOTH ( 13 1 24' 7. SLOE SHEATHING SHALL BE PAINTED 29 GA. RIBBED STEEL. FASTEN p 3 `O UNLESS NOTED OTHERWISE FINISH _ , SHEATHING TO FRAMING WITH t 1/2" #9 SCREWS WITH NEOPRENE w A S EMBED ALL 4x WASHERS AT 9" C/C ,.,.a z IN 'b2"0, 21-0," DEEP 0 ¢ w 8. TRUSS MANUFACTURER SHALL VERIFY LOAD BEARING POINTS FOR ALL z `a z TRUSSES. W U x Q 0 J j 9. (4) 16d GAOL NAILS MAY BE SUBS rrtt,FEE,FOR (3) moi. 12' 10. DESIGN LOADS: RECEIVED BY eo // CEILING LOAD: 7 PSF CITY OF SPOKANE VALLEY q / WIND SPEED: 85 MPH EXP C © s CI / SEISMIC ZONE: Di idAY 0 : 2000 , SOIL BEARING: 1500 PSF PERMIT i SEP R��j/Xed� ( � ( � 1 , 1BY — '3068 / / MM DETAIL 1/S3 4, NOTES F�4 W TYP C/C = CENTER TO CENTER Ate '%iliP /DRAWN 1 DBL = DOUBLE �IIE �� RGC GALV = GALVANIZED , l ��"(,'".( S4 `",.%,\ HD = HOT DIPPED k. “�. .` •. �'C APPROVED BY: MIN = MINIMUM IL' i� �'C��' CWBPT = PRESSURE TREATED . •4,,._ o SCSJ = SAW CUT JOINT DATE: SW = SHEAR WALL /1� 0 �I 4/29/08 TYP = TYPICAL ,e, SCALE: A 708 AS NOTED lQ ' IS'I'>✓n"" �S PROJECT . REV EXTENTS OF 4%, //•/ CONCRETE SLAB S ONAL O `4504 . 0 , FOUNDATION PLAN / (EXPIRES os/is/U1 SHEET S 1 1 SCALE: 3 16"=1' LEGEND No. O 0 -I1 -I xi D t Z O "0 Z D Z v _< �' z `clAI AwO I I IuI p OH PCZ (c) H11M D 1SOdTI 01 9XZ N ma ' I 21004 H/O ,01.x.171 III 1)L. I I III K `'A1V0 OH POZ (di ) I I £S/Z lldl34 III E H11M SSn2Il 2:130N11 GI >10018 9xZ 1IdN I I IOH 9xZ III d.11 `'A3d0 DH `�—_ SSf1211A032133NIJN3 321d �_-�,/ POZ (g) H1iM 1SOd `yrs mow= 01 ssnHl 11VN �� `.'r► ��. PRE ENGINEERED TRUSS y. N Z9 0 VI '"\\ IN IX I I I I I I I I I I I \ I I I I I I I I I -i T I I -i< m -0 _ 0 D COu r > mz --+ Z m O I I I I I I I I I 0 CC) Dn I I I I I I I I I I I I 1 \ = n = = m 0 A m D -I = I I I I I I I I I I m — DBL TRUSS _ DC — �' m D I (PRE ENGINEERED) 'T' r- I I I I I I I I I I I I I I I I I I I I 2z8 Roop PURLINS I I I AT 24" C/C, TYP I I I I I I I I I I I I I I I I I I I I I I I I I 1 N _ DBL TRUSS _ _ _ _ � l _ - — — — — DC O (PRE ENGINEERED) 1 Z T'' '` I i I I I I I I I T - U) (NN Dzm Zr - 0 C m N I I U) J I I I I I I I I I I - El I I I I I I I I -I z I I I I I I I I I I I I I I I I I I I I I I I 5a RI R PRE ENGINEERED TRUSS O�� -�� N �6 - t�'' *".6opo � vi • II �� lip '7"gy b v 167 ENGLEWOOD DRIVE MIKE COSENTINI cal O r M z ROOF FRAMING PLAN p m a m o z RICHLAND,WA 99352 24'x36'x12' POLE BUILDING AND B ��j PHONE:(509)628-2918 • j NORTH I N WILBER ST. z p m i i (509)628-1525ENDWALL FRAM[NG m O ,11 n FAX: SPOKANE VALLEY,WA 99026 < d 0. Engineering ` SPOKANE COUNTY J c7 . a K A Z aa A (21) 20d HD GALVz cr A 12' 1 (3) SIDES, STAGGERED N i ' EXPOSED 12 " o CONCRETE �',� �` SLAB 'PRE ENGINEERED TRUSS` I /- v v GRADE - I III- �, z N 1111 _+. (24) 30d HD o E FASTEN TRUSS TO POST WITH ! GALV (4) SIDES Z c 3 6' 8" (1) 5/8" THRU BOLT AND MIN DEPTH =111 STAGGERED d >.; 0 (4) 20d HD GALV. NAILS, 3'-6" 111 1-+ 1" EXPOSED 3 a PRE-DRILL. NOTCH POST AND 11'-10"f 2x6 GIRTS -11 + CONCRETE U N x o `�' SET TRUSS FLUSH WITH POST. CLEAR co AT 24" C/C I W x a (JD co TYP, U.N.O. 1-31111E-, +— ill- 1_if k z -111---„„_____,„_,, _111E111_ N PY 2x10 - 9 I 1=1 1=1 I'-111=1 CONCRETE SLAB / BASE GIRT t(l111-��1=111 I [ ( -- 2'-0"0 -- 24 y1 > No0N co',' N '^ ,n AC0000 O Q d � � .. z c.7 ¢ W� SECTION A - MAIN BUILDING SECTION SCALE: 3/16"=1' DETAIL 1 - TYP FTG N.T.S. z o X r° cta. c¢=.w Cb0 W .: i a) I 2x8 WMA le +rie IPS (DRAWN BY: 20d AT 12" C/C ��i,, cr.Sit/•�� RGC 1 ,, ` V� C APPROVED BY: I CWB ~ 1 DATE: . ^`' 4/29/08 `i - SCALE: 7708 AS NOTED %.,%,, IS �{,' PROJECT . REV SIONALG `4504 . 0 DETAIL 2 - HEADER SCALE: 1"=1 ' EXPIRES os/is/ SHEET �� No. II WI cn z 0 P w iiri z N 'II H Q x• � > Zw m 3w b. U a -- > 14x10 0/H DOOR Jj ! 1I w FRONT ELEVATION SCALE: 3/16"=1' RIGHT ELEVATION SCALE: 3/16"=1' o M w Q o 0 zaw � UO >< ``) aw ''[i It'11:4111 i l '4 -t..{11:103/ .1:1:1,1). 3068 4 CI ri i 0T1. "7 ,11111:14.4:::1,1411111'Ill I� , 'DRAWN BY: 1111111.11.11.1.1.111.11111.1111111r it'll , _ `A 4 RGC 1IL: ti i-,.- ' " ill I APPROVED BY: 9 `i I vvv DATE: CWB .0 -,( 37708 4/29/08 P0,{ G.IS Tg0 . SCALE: AS NOTED SS/ONALV4) PROJECT . REV �,__'._.._------_-------� 4504 . 0 EXPIRES 08/18/b ` J SHEET S 4 BACK ELEVATION SCALE: 3/16"=1' LEFT ELEVATION SCALE: 3/16"=1' No. f > > PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORriL CT;: NS Spo ' REVIEWED OR CC O PLIANCE SPOKANE VALLEY SU DI DIVISION o,