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2011, 11-15 Permit App: 11003611 Pole Bldg 'Project Numb?r: 11603611 Inv: I Application Date: 11/15/2011 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 26 X 48 POLE BLDG Contact: ELITE DESIGN Address: 510 N MULLAN ST C-S-Z: SPOKANE,WA 99206 Setbacks:Front Left: Right: Rear: Phone: (509)927-0868 Group Name: Site Information: Project Name: -( Plat Key: Name: CORBIN ADD TO GREENACRES District: East Parcel Number: 55202.0268 Block: Lot: SiteAddress: 18808 E 4TH AVE Owner:Name: PUGH,KELLY&WENDY Address: 1209 N ARTIES CT Location::CSV SPOKANE VALLEY,WA 99016 Zoning: R-3 SF Res District Water District: 134 CONSOLIDATED ID#19 Hold: El Area: 1.45 Acres Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information ss,, ��, a . . Review Building Plan Review Released By: Originally Released: 11/15/2011 By: tmelbourn Septic Sys Review Released By: Originally Released: 11/14/2011 By: LHALSEY Landuse/Zoning/HE Conditions Released By: SEE CONDITION Originally Released: 11/14/2011 By: mharnois Operator: JD Printed By: JD Print Date: 11/15/2011 • 'Project Numb,er: 110103611 Inv: 1 Application Date: 11/15/2011 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: ELITE DESIGN LLC Firm: ELITE DESIGN LLC Address: 510 N MULLAN Phone: (509)927-0868 SPOKANE VALLEY WA 99206 This Application: Total Project: Description Grp Type Notes Sa Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 1,728 $32,832.00 1,728 $32,832.00 Totals: 1,728 $32,832.00 1,728 $32,832.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $472.05 ACCESSORY PLANS REVIEW 1 SELECT $118.01 WSBCC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $594.56 Notes: AN APPROVED PAVING WAIVER IS REQUIRED PRIOR TO FINAL INSPECTION-MH Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $594.56 $594.56 $118.01 $476.55 $594.56 $594.56 $118.01 $476.55 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: JD Print Date: 11/15/2011 1 I , Community Development Department (Staff Use Only) Permit Center t t _�1 ` 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: `l SCITY pokane\1Spokane Valley, WA 99206 Tel: (509) 720-2540 PERMIT FEE: Va11ey. Fax: (509) 688-0037 permitcenterOspokanevallev.org RESIDENTIAL CONSTRUCTION PERMIT APPLICATION -- s 4 NEW CONSTRUCTION ' ADDITION/REMODEL ACCESSORY BUILDI '4 ki DECK D OTHER SITE ADDRESS:/ 8gLp E. `f' li- S � 'c V4-22&? c d/4 L ASSESSORS PARCEL NO.:55-d,03, az.G6 LEGAL DESCRIPTION:\ , BUILDING OWNER NAME: AA lLoiv A1 c LEA- t) `` 0,- NAME: 4,4-42-0/1) TW t) D A-2-6,y Mc:-1-1:--74-11. / ADDRESS: / ` cog' "'t v .ni(�Ir CITY: .Ip( GI1-YAC v, LL. STATE: GC/ ZIo,t-'2= D PHONE: s eq 4;'2 q ci/q i FAX: CELL: CONTACT NAME: S 44 f!)4. 1.6-_- Lo iS 1 -Lb) 1 L�1 PHONE: cV L -, q�.1-O9pr0 /. FAX: 09' —`7P-7 62- CELL: 5' " ©80e CONTRACTOR NAME: ELITE- D 5-516-4) MAILING ADDRESS,:, "5�'� J V- 'A4 V�i -4 yy P-0 p lei / J CITY: s (7(91 -vti V//-�-�Ii.-LL=Lf sr ATE: (!� '�/ / ZIP: r�L�D��y PHONE: cog 9.77- Dglv?s ( FAX: SCJ��t —�g4Z1—'`Cd(Oz CELL: SQ47"-q `�10bI2S CONTRACTOR LICENSE No.:EL1TE D2.gr1 i /bik EXPIRES: //l .1.2.0t3 CITY BUSINESS LICENSE NO.:6c)1 /2cc..io 2.._ DESCRIBETHE SCOPLOF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: . o' K/F '` X /(v` t 45r' -roi4ma-- 9mtC ]>,viL'/,Ivc;- ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak:;za r Dimensions: /� No. of Stories: Total Habitable Main Floor S FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ r1.2$ 11- FT: 4/4-- FT: 9//4- Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on n,,n 6(4._ FT: ----- Area: a-- Property: 444 No. of Bedrooms: /,r4_. Construction Type:7001 l (Heat Source: ,/4-. Sewer o- eptic: TOTAL COST OF PROJECT: $, S, (o I �, v° DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit Is for construction or on a dwelling,the dwelling Is/will be served by potable water. 2) Ownership of this City of Spokane Valley permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done In full compliance with the City of Spokane Valley Development code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley permit Is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional Information may be quired to be submitted and subsequently ap oved before this application can be processed. 0 Signature 0 C� Date: 1 ( /y /,i 111 Updated 1-11-11 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit_-_Residential_11-11-11.doc ' RECEIVED Reside tial Driveway Spokane NOV 17 201 PA ING WAIVER Valle Spokane Valley Permit Center - — Planning Division 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.720.5026 ♦ Fax: 509.688.0037♦ planning@spokanevalley.org Spokane Valley Municipal Code(SVMC)Section 19.40.020.8; "All residential driveway and off-street parking areas shall be paved with asphalt,Portland cement,grasscrete,paver blocks or other equivalent hard surface material". A paving waiver can only be granted if the structure you are proposing is not going to require a driveway for daily use. PART I — OWNER INFORMATION OWNER NAME: egn � PARCEL#: S (C.24? Q o? . „2 ADDRESS: S'0$ till CITY: 00 ka,, V :t iJ I STATE: ZIP: ,0/6 PHONE: Sas_ vg FAX: CELL: tai i e EMAIL: CrL co,pitiP Cike,aG A �I, d"Y�j _(J Sc c� PART II —DETAILS OF PAVING WAIVER 1. Do you have an existing garage for parking daily use vehicles? 61 YES ❑ NO 2. Is the proposed detached structure used for storage only? E ES ❑ NO/ 3. Do you plan on using the detached structure to park vehicles? ❑ YES 0NO If yes, then what type of vehicles? 4. Do you plan to conduct a business from proposed detached structure? ❑ YES O If so, what is the nature of your business? (� PART III —AUTHORIZATION I,(PRINT NAME)C\(_(twos L..2[wt owner, hereby confirm that the information provided on this form is true and correct. I acknowledge that any change in the foregoing conditions, could require the City to impose paving requirements. I further agree to report any change in these conditions to the Spokane Valley Communit velopment Department, Planning Division, within 30 days. - -� �wnr�r'Si re Date PART IV— DECISION STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER ON BEHALF OF THE COMMUNITY DEVELOPMENT DIRECTOR AND FIND THE REQUEST IS GRANTED AT t/ tO cOg , SAID ADDRESS FOR PERMIT#: 11/90..510 7/ /411Lte-k9.- /7 / P an ng Division Staff Signature Date Created 6/27/11 Page 1 of 1 Heather Morris From: Halsey, Lance [LHalsey@spokanecounty.org] Sent: Monday, November 14, 2011 2:37 PM To: Permit Center Cc: Meyer, Eric Subject: RE: 11003611 - 18808 E 4TH -26 X 48 POLE BLDG Taken care of-Thanks, Lance. From: Jenna Davis Emailto;jda s', spcskaneva ley.arg1 On Behalf Of Permit Center Sent: Monday, November 14, 2011 2:10 PM To: Meyer, Eric; Halsey, Lance; Warne, Patty; Hemken,Tom Cc: Permit Center Subject: 11003611 - 18808 E 4TH - 26 X 48 POLE BLDG Please review the attached application and let us know when you have approved the release of this project. Thanks! Jenna Davis., CPT Kermit Specialist City of Spokane Valley 11703E Spraeue Ave SI IF-3 Spokane valley, Wa WC( (JC10/10--(43C1 Jr .,.,'@ .,. r J j \ re ti s l ! .{ 1 I WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com November 10,2011 Mr. Shane Lewis ELITE DESIGN 510 N. Mullin Road Spokane,WA 99206 SUBJECT: 36'X 48'X 16' POST FRAME BUILDING FOR AARON McCLEAN, 18808 EAST 4TH AVENUE, SPOKANE VALLEY,WA 99016 Dear Shane: This post frame building has been sold to Mr. McClean for erection on his property in Spokane Valley,WA where the required load for buildings is 40 PSF roof live (snow) load, 85 MPH wind speed, Exposure B, Seismic Design Category C and 2,000 PSF allowable soil bearing pressure per the 2009 International Building Code. Posts are spaced @ 12'0"o. c. and the building has a 4:12 roof pitch. I checked this building for the diaphragm design criteria used in the development of the standard post frame building plans. The front endwall has two 12' x 14' overhead doors. There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. However, it will be necessary to install#12 x 5/8"stitch screws 9"o. c.to all steel siding vertical side laps—this endwall only. The rear endwall has no openings. There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building plus those from the front endwall. The left sidewall of the building has a 3' pass door. The right sidewall of the building has no openings. Sidewall openings do not affect the lateral load resistance for the building. You may use the standard 40 PSF post frame building plans to erect this building. Please feel free to contact me if you have any additional questions about the design of this building. Sincerely, '7,,v,ava tit) 4,1, WA ihr Daniel Wambeke, P.E. ��,LA � y"., DW:dw • ,', l t' i" "4SI ONAL use Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems .. . 7 •• , fa . , i r, 510 N.Mullan Road �� . 11 / i l Spokane Valley,Washington 99206 dea/ eRA4oCONTRAGTdR Phone: (S09)927-0868 Toll Free: 1-800-735-6347/ Pax: (509)927-4062 SALES CONTRACT AND WORK ORDER ELITEDIA91MK t/wa 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 overall measurements 36' Wide 48' Long Wap Height of main body to eave 16' floor Pitch 4:12 Roof Load40 Lb_ Shed Roof:High Side Height at eave N/A Low Side Height at eave N/A Width A Roof Plias N A Insulation_Vinyl Back Fiberglass;Size 2" Location • Roof and Walls Enclosed Shop Size 1729 Square Feet Location male building Open Bays N/A Location WA Siding Color Base Iletal__ • Pattern Rolled Rib Gauge 29 Ga. Roof[010rGable Rake Pattern Rolled Rib Gauge 29 Ga. Trim Color T Corners 6x_B_pressure treated or laminates Structural posts encased In concrete. Non-truss bearing posts and door posts will be laminated or solid 4x6 or 6x6 pressure treated.Framing lumber standard and better.2x6 olds and 2"x 8" Purlins approrimetety 2 feet on center.Pre-manufactured engineered trusses or_ Trusses Post concrete 6• yds. !iT/A Vinyl Windows with screen:^ N/A Finish N/A 1 Walk-in Door '3'x 6'8"Steel Raised Panel w/Wood Jamb (Jamb and poor primed In white) N/A Sliding Doors: Sizes and clearance N/A 2 Overhead Doors: Sizes 12'x 14' Model Insulated (primed in White) e" Eaves_ All Four Sides Soffit Color _ nada Color N/A Feet or Skylight under eaves N/A White N/A Poly N/A N/A Inches thick concrete slab:Size N/A I N/A— yds.Finish N/A Mesh? N/A Elite Design Company agrees to prepare site_ 1.Excavation,fill and floe grading are to be paid for in addition to this contrac No 2.Site preparation is included In cash price below Yes-Inft/al Site Prep(Remove Sod)' x NO Owner agrees to orepare site.Site will be level and ail 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. jackhammer end/or b ockhoa charge plus labor If needed will be astensc en CIh 9((g 1 to YFrIS contract, lite Deal.n ass.ri -_ i. R .. siblir ower Ilnes underground or ovethead•Gusto er assumes resorfs ' fid move that Ince tructlon o OWNER AGREES THAT IF THEY TERMINATE THIS CONTRACT Cash Price g 25,612.00 AT ANY TIME;THAT THEY SHALL PAY COalrR CTON: Permit 1) ALL OUTSTANDING INVOICES:AND Tax Rate 8.70% $ 2,220.24 2) ALL UNBILLED COSTS PLUS 30%FOR REASONABLE Total $ 28,396.93 OVERHEAD AND PROFIT:AND Down payment or deposit $ 2,800.00 ,rD U1l 3) 20%OF THE REMAINING CONTRACT AMOUNT APTER Balance S 22,596.93 DEDUCTING ALL OTHER PAYMENTS(as REASONABLE $ 7,000.00 Due prior to starting Fp A 11 PROPIT):AND s 7,000.00 Due when building Is framed 4) ALL OTHER DAMAGES INCURRED BY CONTRACTOR. $ 7,000.00 Due when building Is completed S N/A Due when floor is poured THE BALANCE IS DUE AND PAYABLE UPON COMPLETION s____1_4...,96,93 _Due when overhead doors are Installed OP BUILDING. PLEASE GIVE FINAL CHtcI( TO The BUILDER MADE OUT TO ELITE DESIGN Mahe all checks payable to ELITE DESIGN Owner agrees to sign all ne[essery papers MAO by any finbnrlai institution.AU surplus Material h the properly of COnlr8Clor.In the event of breach of this contract,the Property Owner(s)also agree se pay reasonable altomey's fees for consulraltor.6nr1Jo:sec`I bgallon,inaudlna all expenses,as may be necessary.No conlpl.Non data under eS days sill be specified.4iiheut wrinen approval from the office.Alf)obs will be completed an SOOn as possible,but Lha company IS not responsible(or delays caused by pad weather,strikes,reasonable material shorrages from suppliers;or acts of God. ELIrd OESiGN will under no co nditlan SUbnact any amount of money from purchase pnoe. ELITE DESIGN November _ DAY _ 4th YR 2011 • DO NOT SIGN THIS CONTRACT UNTIL COMPLETELY FILLED IN.NO VERBAL AGRE-,, , ' RECOGNIZED.I UNDERSTAND ALL TERMS AND CONDITIONS OF CONTRACT. I ...704.. ....,....a•-`" By Shane R. Lewis x 1r Representative of Elite Design . Owner/Buyer Accepted by X General Manager of Elite Design owner/Buyer COMPANY GUARANTEE:The Company guarantees its workmanship and will replace faulty material or faulty workmanship free of charge to • the original purchaser for 5 years from completion of bullding(s).Customers,by affixing their signatures hereon,acknowledge that they have received a copy of this contract and are aware of notices on page 2. Owner's name Aaron and Dairny McLean _� Hm.Phone iii • yl c}i (e°u***)Wk.Phone Job aadrdss 18808 E,4th Ave. City Spokane Valley State WA zip 99016 Mailing Address "Sams " City I. flState " d zip II " Page l of 2 LEGAL INK/AMA-MN DIRECTIONS TO 105 Parcel No. See Attached Directions This Contract Subject to obtaining permit.F7odlficatlons to site _ plan or building configuration may be necessary. +Permits will be handled In SJ:Jokane Valley County BY �" Elite Design 6C __ _ Framng Type: ,.f-1-• ` ' ' i -1_ • • • : _ _r• - ,•, • Standard Surface Mount _ fi l : i_f_, _1-;-•' -f •.• i , I 1`: - - - • ' • - Commenced on or about the week of: T i_(-( 1 fJ•_i_i. !_I.1 ;- .I_. • + .'- • -: November 21, 2011 --i ,..1-I.a 1 • • r . : ' . _ 1' � , . •_ J__ _ • I.i_ 1 1-r----.J'-' • 'r� I. ,_I.... . • _._... 1 , fii_LJJ_i . •. _!_ - E • — — .�..r_ 48 I �— fi( IJ=1=i� , • - 36 `_ ....' _ - : - SIDE WALL GABLE • •.1-F 'I-r r i .I •- - - • . . . [_-jJ._l._!.J_J. .. ' . :_j • ' .:. r l._j....l. - ._ Notes I_llI JI 1 f r tJ_i ,•_1. �i - . :. (2)Gable Vents Included Dog Ear-the Door Corners _1.4 -i.i. r , , _ _ • • . _._.•. _ . ., -- , �..m 4?Wainscot Included L - 1 _ i_I 'I _1` _• . ` : ! :_ _ _ I �`__ Owner to roughbuilding out l . stake u . •... ...•.1 . ; •.i • .. :__ -. _ -_-.. . .... Notice to leln may be sent by vendors OWNER TO CAtl.-FOR LOCATE:45'd-soon Weather and material delays are unforeseeable,therefore schedules.are subject to change. Site Preparation and Concrete Floors CAUTION;Concrete floors may crack in the Pacific Northwest for any number of reasors.Therebre, we will not be responsible for cranks in concrete floors, C Cwe'ver we tai;e 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,Yards of concrete that exceed amount allotted,due to the owner handling their own site prep,will be billed to the homeowner.If a floor poor Is called off,after the concrete-finisher IS on site,due to the homeowners site prep,the homeowner will be billed for trip charge of a minimum of$500 and a maximum of$1250 depending on the severity of delay.Post holes are dug with an auger.If Elite Design has to jackhammer,diamond drill or blast,the homeowner must pay for costs that Include equipment,material and labor. Notice to Cure RCW CNAPTf~R 64.50 Contains important requirements you must follow before you may(iie a lawsuit for defective construction against the seller or builder of your home.Forty-five days before you file your lawsuit,you must deliver to the seller or builder a written notice of any construction conditions you allege are defective and provide your seller or builder the opportunity CO make an offer to repair or your seller or builder the opportunity to make an offer to repair or pay for the defects.You are not obligated to accept any offer made by the builder or seller.There are strict deadlines end procedures under state law,and failure to follow them may area your ability to file a lawsuit. Notice CO COstomer Elite Design is registered with State of washington,registration no.ELITEDL891PlK,as a general contractor and has posted with the State a bond of$12,000 (or the purpose of satisfying ciarms against the contractor for negligent or Improper work or breach of contract In the conduct of the contractor's business.The expiration date of this contractors registration is July 12th,2013.This bond may not be su(flt•lenr to corer a claim which might arise from the work done under your contract.This bond or deposit is not for your exclusive use because it covers all work performed by this contractor.This bond is Intended to pay valid claims up to$12,000 that you and ether customers, suppliers, subcontractors, or taxing authorities may have- You may withhold a contractually defined percentage of your construction contract as retainage for a stated period of time to provide protection to you and help Insure that your project will be completed as required by your contract.1(a supplier of materials used in your construction project or any employee Of the contractor or subcontractor of your contractor or subcontractor Is not paid,your property may be liened to force payment and you could pay twice for the same worK.For additional protection you _ may request the contractor to provide you with original"lien Release'documents(ram each supplier or sub contractor at your project.The contractor Is required to provide you with further information about lien release documents if you request It. General information is also available from the Department of Labor R.Industries. NOTE; Some things are unforeseeable in any building project. All contract figures are based upon the building site being accessibis throughout the entire project and normal digging being possible.Any expenses Incurred to overcome problems,whether underground or weather-caused,are the sole responsibility of the homeowner unless otherwise stated on this contract. • • Page 2 of 2 NOTES FOR FLOOR PLAN I C1 INTERI❑R FRAME WOOD POSTS, r POST SCHEDULE. GABLE WALL POSTS - AA SPAN 6" X 6" TYPICAL _ 1(7)' DOOR POSTS - 4" X 6" TYPICAL z n F❑❑TING "DIMENSI❑NS - w . V B - l'-8"; D 3'-0" J ¢ DOUBLE TRUSSES MAXIMUM POST SPACING 12' 0" z A - -/ -—El—- - _ _ _ _ © PURLINS @ 24" ❑,C,, BEARING OR J o z A J o 40 JOIST HA (TYPICAL) D 5otiSrGN Copy a oS NU, TO Be IV J a ° > °LI ao J l7 S IF THIS SEAL IS NOT 6.p2 PRINTED IN FRED' / O X L O 1O I: a, X L'- (ID A .r THE USE OR REPRODUCTION OF �0 ` J L O Cu a O X Cu a a - THIS P INF OF Q INFRINGEMENT `MAY fIE AN INFRINGEMENT JF THE N 0 NCD FED.iOPYRIGHTAC; j w O * COPYRIGHT PROT55;LQN * ITO REPORT:,OPCALNL,H;VIOLATIONS J_f��_ _---E1--413LE TRUSSES _ _ _ -6 O 125REWA prn.7RREPORTM J } z < ,z J - I►� T%O'D AN�INFRRIING MEMENTGHT A.Q V � i_... � 9..._ © l l 7A 0, ED`IN �N�v��ti ° U a I ° EAL OT t0 � X � � �; W4443, a X0 x C.1 4 * ,,. O N N O Na CU Nd \ \ V / 4' /�� t / o o i ' SINGLE TRUSS 1 ,j ® ® \-® s`rjONAL c PLAN VIEW, _ _ _- MTS.: ELITE DESIGN m. POST FRAME BUILDINGS, 12' TO 60' SPANS 5^ "''" "" PLAN VIEW l/aLt .* WDRAVAMBEN KE BY 1-DATE16-05 REV 11 i . _.-.__ \ S$1.01APPROVED SCALE :.,, NTS 12'-0" TO 60'-0" 1, f: t• \-WO.-:--— -;—--... I I �i\ V \ FC OA, I I /�V S� If THIS SEAL IS NOT O&I PFtN1ECII'REVNI ��O O N 1f \y THE USE J' P O. C ON OF a-I 1 ,� Til,i'�.Af:iiF 3'!tE WNT MAY' B.:AP ry arta:e'.E"}r(}F THE �iL SGP u.NiC7 (;ct ,Rini. ''^}ECTION TO FJr.'+ ..1. Rk T VIOLATIONS �^t� tQ> -J5 3lTU �' 1 Fipl 3 l J5 G tUJ�TING `. o� p)AN AC,J., !,U, YE.IGHT I4L, - 9 INFHINUEMENT "\ so 'Cltpeit, og R::,: cu cu 'gyLI p 0cliff3'sONAka sL �4 - ELITE DESIGN R 0 0 F FRAMING PLAN POST FRAME BUILDINGS, 12' TO 60' SPANS ROOF FRAMING PLAN e., DRAWN BY DATE REV. WAMBEKE 1-16-OS APPROVED SCALE SSI.02 NTS SEE 'DETAIL SEE 4 11-L - OA . DETAIL 10% *''� `- 011 `' Aer J #0iAtim&f' / N❑TES F❑R SECTI❑N A-A 5� 3 N C ' CI Si TYPICAL PURLIN, SEE FLOOR O�SihOT T�pyR% U W PLAN FOR SIZE • i S� \S BF 0 J4, l� J f $2 TRUSS DESIGN BY OTHERS 8 '< , 4,Q 'SEAL.SMO? 041, ` Z A $3 2' X 6' @ 24' ❑,C., 10' BAYS :�THE i:SE ON R=PHODUCTIGN OFREU Q 2' X 6' @ 24' ❑,C„ 12' BAYS ,; ,i,,yir�,{,c{H,JcPHNT1JAv 2 CI = I DF-L #2 GIRTS FLAT @ 24' O.C. 8.a 53 Fi NF12.H.-,,�tif OF THE CI w .sN? cj S4 CONCRETE FOOTING, SEE SCHEDULE SEE c-`c�_ _. �- viiDETAIL COr4�`. '_+2►')T�--_ W L SS EXTEND POST TO TOP OF PURLIN 2 8 * Top pO=s+r.j,:71.;(,:.a,‘t OL3i IONS W ROOF FASTENED TO PURLINS WITH l rsh n-571° I 1 1/2' LONG WOODFAST TEKS. 9 �25aEw��, ,F(`i REpORTtiVG 1 ^• O AN ACT L..F{F..GNT , ._ .' WALLS FASTENED TO .� 9 tNFFMGENitto A, ‘1,‘ '''` GIRTS WITH 1' LONG ;,: �'j 9<' ����C,' I— :; ...,� W❑❑DFAST TEKS. �;; ® 'Q� ��UCSD `O�P� i�: ;'. SEE FOOTING,4 • SEAL DETAILS' B BUILDING SECTION A—A $a�� ��' .�Ax N.T.S. ,"!� • tt75 1 ZONAL ELITE DESIGN POST FRAME BUILDINGS, 12' TO 60' SPANS BUILDING CROSS SECTION ~ DRAWN BY DATE REV. . VAMHEKE 1-16-05 APPROVED SCALE SSI.03 NTS . ,'�SiGN COp�, PURLIN CONNECTION METHODS: ® (�\ <,,... ��T ' -6,-; V\7 CJ` IF THIS It? IS NOT O- A). PURLINS MAY BE HUNGTHE USPEl la°PN•,rus'-TWIN OF �O OFF THE TRUSS TOP CHORD FiAti ti THIS ,N �w3et lt tiT`nT MAY SIMPSON JOIST FACES \d/ NDARD HANGERS MED C DN U �a f,, tr 1 OR EQUAL. CGS;..,.zt., �� -Ci.�N 4. B). PURLINS MAY BE ® TO* RrF'CF�T CV CA��,tii 470J+TiCtN� 1-8E;275-5710 BUTTED AND NAILED 0 $25 REV/ARC FOR H=pnRTING �. W/(2) 16d NAILS A111111111/1;1111TA°D 11oANACTUAGCP'RiGgT 1 '� f3 tNFFitNGEMEN7 ASINT❑ EACH PURLIN. / % �C). PURLINS MAY BE - -."......`""........................:21. , �� p /9l<(>51? �Ny �% LAPPED AND NAILED DRQ jiv , �FSI)„(J,CED ► 0: ON`3) 16dNAILS.CONNECT CONNECTION METHODS 12- MF DD �BeCTIDN \��LAL�� 'B' AND 'C', TOENAILi NOTES FOR C❑NNECTI❑N DETAIL BACK SIDE OF PURLIN %.1, - --."...''''''`'''"'.........................11�� . - ��� � Si TRUSS T❑P CHORDS W/(1) 16d NAIL INT❑ : pDR�7 TRUSS DESIGN BY TRUSS MANUFACTURER EACH TOP CHORD MEMBER .' McTNpDDNCeCTIDN S2 PURLIN SUPPORT STRUT 2' X '4' X FULL ® '� NADEIL PURLINS W/(TH OF TOP 3)DPLUS 16d NAILSRLIN. � / ® S3 NAIL STRUT TO TOP CHORD W/(3) 16d ••• 1441),/,'/I i / S4 MANUFACTURED TRUSS, NOTCH POSTS ��;,, 1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT. I cTi" S5 WOOD POST, SEE POST/FO❑TING SCHEDULE. ' e 0 4 - 40d GALV, NAILS IN PRE-DRILLED HOLES OR 3/4'4 MACHINE BOLT 0 S❑LID BLOCKING AT CONNECTION POINTS, ® S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' TOP GIRT 0 4 - 16d NAILS OR 3/4'4 M. BOLT of wAsiziA, / ' ;t' Fa ELITE DESIGN DETAIL 1 — TRUSS COLUMN I . O - 0 ` POST FRAME BUILDINGS, 12' TO 60' SPANS 180.E TRUSS—COLUMN CONNECTION _ • CONNECTION , PURLIN SUPPORT ss l 4,6_ .,, �s DRAWN DY DATE REV. N.T.S. ANAL WAMBEKE 1-16-05 APPROVED SCALE SSI.04 , NTS BUILDING SPECIFICATIONS: GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2009) AND ALL STATE & LOCAL BUILDING NOTES FOR F❑❑TING DETAIL CODES. THESE SPECIFICATIONS AND PLANS ARE DESIGNED FOR 30 PSF LIVE (SNOW) TREATED POSTS AS SIZED PER SCHEDULE LOAD [AS REQUIRED BY LOCAL CODE]), 85 MPH WIND SPEED, EXPOSURE B & SEISMIC DESIGN CATEGORY C. VIBRATE OR ROD CONCRETE TO OBTAIN DESIGN LOADS - ROOF LIVE LOAD = 30 PSF ROOF DEAD LOAD = 5 PSF* FULL BEARING CEILING LIVE LOAD = 0 PSF CEILING DEAD LOAD = 1 PSF UNDISTURBED S❑IL * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, SILTY GRAVEL r. OR CLAYEY GRAVEL SOILS OR BETTER PER IBC TABLE 1806.2. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. \,%/I % CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK ��� �� MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-08. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF-L #2 OR BETTER BY WWPA 1- GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVE TREATED WOOD SHALL BE ZINC COATED he HOT-DIP GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, . - igiAlt:ilt: C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM-FIR #2 OR BETTER, FULL DIMENSION 'B' DIA,_ AND GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR &StGN COP)/APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY ,�t�,� x.:01 e DETAIL BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 .\` 0t STRUCTURAL QUALITY (SO), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO -`cc,�'' �PRN1EO RfI /c(► N.T.S. PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WA ,�� THREES OHR F.3.1)% D \ PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER BE ANNFRIN6EFhtf,IOFTHE _ FU,CUN+Kuril AC METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED 1�'I' "`�d ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. j..rr`'?' �? PR�;'iECT{ON * ag �_ TC hEPUF9'! GOPfY�R!uii VIOLATIONS I 4, 1 A SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPAC D CCNLI / 1488-275-571G N.. ,f. i�, A WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINES j.. $25 REWARC FOR REPORTING 1 J BY ASTM A1557, METHOD D. '�"- AN INFRINGEMENTNTUALCOPYRIGHT 1�V ' - �• 9 \ Pt TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERE► q'%F,o �P�~ o TO PRACTICE IN THE STATE OF WASHINGTON. „Rp y sao-1 TRUSS LOADING: TOP CHORD LIVE LOAD =TOP CHORD DEAD LOAD = 50 PSF PSF REQ' SEALNOr I- ss oNA G~ BOTTOM CHORD DEAD LOAD = 1 PSF ELITE DESIGN POST FRAME BUILDINGS, 12' TO 60' SPANS SPECIFICATIONS & FOUNDATION - IBC 2009 DRAWN BYEKE DATE6-30-10 REV. L APPROVED SCALE SSI.06 r NTS POST/FOOTING SCHEDULE 36' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD 10'-0" 8'-0" 6" X 6" 30" 3'-0" NO 051ET 10'-0" 10'-0" 6" X 6" 30" 3'-0" NO 0.51 r - ,N pr 10'-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.51 , ;s t1OT TOB 1,' • 10'-0" 14'-0" ' O" 6" X 6" W/2" X 6" 30" 31-0" NO 0. -...<i•,-,(:.'N- 5- .AI .S NCT�"o�/* 10'-0" 161-0" 6" X 8" 30" 3'-0" NO I .1 ,�J Th' '. •k -sINTMAY Fo Bk . -. .. .•:r^FTHE 10'-0" 18'-0" 6" X 8'W/2" X 6" 30" 3'-0" NO 0 51 -77; .,i ,, : ,,5,4 * 10'-0" 20'-0" 6" X 10" 30" 3!-0" NO 115 „_r -c...----c..,41.,-?;- di(i;_ATiON5 1 " 6" 10" W/2" 6" 30" 1•i8 �R PtPG�TinG 4 10 -0 22'-0" X X 3'-2" NO 0 ob2=;A ^`,,;,• G� {gtG 10'-0" 24'-0" 6" X 10" W/2" X 6" 30" 3'-6" YES 0. : ,' 99F� tNFRuvGEBA£JT ���~�~. 12-0" 8'-0" 6" X 6" 32" 3'-0" NO 0.621 JCED ; P�\ 12-0" 101-0" 6" X 6" 32" 31-0" NO 0.62 12-0" 12'-0" 6" X 6" W/2" X 6" 32" 3'-0" NO 0.62 12-0" 14'-0" 6" X 8" 32" 3'-0" NO 0.62 12-0" 16'-0" 6" X 8" W/2" X 6" 32" 3'-0" NO 0.62 12-0" 18'-0" 6" X 10" 32" 3'-0" NO 0.62 12-0" 20'-0" 6" X 10" WIT X 6" 32" 3'-0" NO 0.62 12-0" 22'-0" 6" X 12" 32" 3'-3" NO 0.67 ;�'` r ��" n 12-0 24'-0" 6" X 12" W/2" X 6" 32" 3'-6" NO 0.72 -• MI NOTE: o 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH %4644 �ti. 2" X 6" LAMINATIONS. 49'10NAL # 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM-FIR #2 TREATED . POSTS UP TO 15'-0" WALL HEIGHT. ABOVE 15' 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 ELITE DESIGN 3'-O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"56 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 36' SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT DRAWN BY DATE REV, CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 1-16-05 DEPTH X 4". APPROVED SCALE SSI.07C NTS 1 2 -/4,_ �S GO CO W s- / � �S 9FC Cy SEP/S NOT 12 17.000, I`/ ® 441� PRINTS:WW1 R� Di%� / 1Fff USE OR REPNOOuCTbN OF [O 4\�`\ `j ti� nasPUNORetu l NTMAY t ` ti of rr� -...10.--- ' / , eE AN D OOTC E' o OarY�rc,►a ' •BL I D TRUSS WI _,. Wo LES D - ETAIL �i0 Q AN ACTUAL rp RRIGHHT s l 31 9 INFRINGEMENT ���;% '1 t9aou ED 114a\v� o NKDA I. ;I 8 - 16d NAILS 20' 0' MAXIMUM Be -":"c ❑CK oo CORNER POST © H oe /����� % �� ��/��/��/ V7 �� 2p X 6" X 18° _ 8 - 16d NAILS SINGLE OVERHEAD DOOR OPTION BOLTING BLOCK DETAIL 3 FRONT ELEVATION TRUSS GABLE N.T.S. USE B❑LYING BLOCKS BELOW NOTES FOR FRONT ELEVATI❑N ALL CORNER COLUMN GIRTS Si HALF TRUSS DESIGN BY OTHERS 1$L �P SUPPORT PURLINS @ END TRUSS W/2' X 6' of R -,:r, ,� / OR 2' X 8' STD JOIST HANGERS, �' 14f!74. / •LOWER TRUSS FOR END OVERHANG, IF REQ'D ' '* Illiv 0 2' X 10' HEADER ►b - t'! 1I v°o 0 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF-L #2 .04 404019.620, 2' X 6' GIRTS @ 24' ❑.C., 12' BAYS, DF-L #2 s'S'Joa�ti 2' X 8' FACIA BOARDS NAL S4 TREATED WOOD POSTS, SIZED PER SCHEDULE ELITE DESIGN S5 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT POST FRAME BUILDINGS, 12' TO 60' SPANS ENDWALL FRAMING PLANS & CONNECTIONS WAMB DRAWNEKE BY 1DAT6E—05 REV — APPROVED SCALE SSI.10 NTS 1 _ileio..01,1r1411%./444,1_ 0) 4.i _2__ 4 \ °\ `\ '/ SEE ' fj/" / DETAIL :: ‘11111.11111111111111V 4-Nl 1 II II 1 S4 IF [ /7—`' — — a' �, . --OPENING ' �' SPLIT SLIDER DOOR ❑PTI❑N 3068 MANDOOR OPTION .isU T OPTIONAL FRONT ELEVATION • ' .: FRONT ELEVATION N.T,S, Q `IG COP N,T.S, '",,p,�O ALS T p,0' NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS `THE u pE 0 THppROf)UCTION OF �Q TNiS W_'+h'`;;1 yUUEPRiNT MAY S1 HALF TRUSS DESIGN BY OTHERS sLA"'"'`' uErto� HE S2 2" X 10' HEADER UP TO 12' 0' DOORS C Vii!{ ij�-'�'`''��,� WI L1444) 2' X 12" HEADER UP TO 20' 0" DOORS * To��Qat�:� ,}L ?1r aie;tlal�ors 0 R- �: , 2' " 2' 6' 24' " 1 $R8 275-a710 /` N'' '',. '01'2::::;',. X 12 BACKED WITH X UP TO 0 / � ' SFPOR71rlG Q 2" 6' Q� �S25AR^E�C�i�'U��PYFiVUFt7 � C3 / S3 X HEADER ,�. 9 iyt Htr�or;JEN f � 0 4" X 6' DOOR POST — 8' THRU 14' 0/"Pei°RpO, P�F�'`� `A °sr> ° ti WALL HEIGHT W/ 2" X 6" FACER. UCED ►t� 6' X 611 DOOR POST — 16' & 18' Rku SEAL " �SIONAL � WALL HEIGHT W/ 2" X 8" FACER. --- SS DOUBLE 2' X 6" KINGP❑ST ELITE DESIGN POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY DATE REV, WAMBEKE 1-16-05 APPROVED SCALE SSI.1 1 NTS 12 \ ,00 4 1r a.._ 412 41-- ���'';,'�i`i440 Ali* ' 11111111* 4A iii .. .. .. Y" ' _ I I _ DOUBLE OVERHEAD DOOR ❑PTI❑N SINGLE SLIDING DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION OPTIONAL FRONT ELEVATION N.T.S. -"...eey N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS 4 S1 HALF TRUSS DESIGN BY OTHERS ,� s TTt: 1�j' �P"�Qbr of, R S2 2X 10' HEADER UP TO 12' 0' DOORS I rr,ria 7P4'4,91. , ,/ 2' X 12' HEADER UP TO 20' 0' DOORS `� 2' X 12' BACKED WITH 2" X 6' UP TO 24' 0' ' b ( i', 0 2' X 6" HEADER' rt '�o .�Q� F,h I�JFR1ld�;t nuti 4 ti .`, S4 4" X 6" DOOR POST - 8' THRU 14' 't%fF� y�0/ ) Attsolvto Cs~ Is WALL HEIGHT W/ 2" X 6" FACER. 9, 490 pC- '� kSZIp 6" X 6" DOOR POST - 16" & 18' RED PE'C) � NAL WALL HEIGHT W/ 2" X 8" FACER, 0 DOUBLE 2' X 6' KINGP❑ST ELITE DESIGN POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY DATE REV, _ WAMBEKE 1-16-05 APPROVED SCALE SSI.1 2 NTS • i 1 I 4 O„SlNO CopyRi 61 ., —1' \<:2) l`� c`P rr„,_,SEAL IE NOT .,...,4,...•„ \<:sp ��Cj .„,:. �t,IN FRED' �,0 THE,,s.„,:.�,, N'`''30DUCTION OF Q ~ THI..P `h IWEPHtNT MAY S:f i 4 -;N PJ•f 2NT Of THE �F!; •c;.uk+r ACT * E (7tA OVERHEAD DOORSLIDING DOOR Toper;,(CPCr1vo ONSALl OPENING OPENING 1-$86-2i5-57i0 . .. Q $25 REWARD FOR REPORTING .t� O AN ACTUAL COPYRIGHT 4 ^ 9 INFRINGEMENT �����U �6>9<<,0 �`P4� 0\/\/\/'�/\//. / '/ // / / / / / / 9� ¢RegiEDIOFP��`r �\ �\ \ \ \ /%, /�\/\�/V SEAL TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION N,T.s, S1 2” X 8" HEADER 11)I 14 JO 0 2" X 10' HEADER FOR 10' & 12' SLIDING DOORS • of a ; . , , 1 , 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS � :it � A TREATED POST 1 i 4 - 16d GALV, NAILS EACH GIRT ' , ' • 0 s 07 i s C :::. s1ONAL #Cs 2' X 6' GIRT (FLAT) :::: ELITE DESIGN POST FRAME BUILDINGS, 12' TO 60' SPANS SIDEWALL FRAMING ti DRAWN BY DATE REV TYPICAL GIRT CONNECTION WAMBEKE 1-16-05 APPROVED SCALE SSI.13 NTS '\,G°os N N C�Fyvo C,`r F THIS SEAL IS NOT 610.4�,, 5 PRINTED IN"RED' / THE USE OR REPRODUCTION Of FO THIS PLAN OR BLUEPRNT MAY SE AN INFRINGEMENT Of tME FED.COPYIIGi41 AC1. COrV!;Iaf`i PROTECT:ON! t TO REPORT%YRIGHT V1oLATIOf4S CA,.se8-275-5710 �� O AN AC i JA OF GHI NG X 9 tNFH$NGEMENT 1 f%es: / //�// // / /<\. %/\% / %/�/�/��/%/ 6%le' 0b AP -MED ►N R�yv•\��� FD SEAL Ot - TYPICAL SIDE ELEVATION N.T,S, 111 �14 ir `• �w :Its;' 1 067 a18 ss oNa #C$ ELITE DESIGN POST FRAME BUILDINGS, 12' TO 60' SPANS SIDEWALL FRAMING DRAWN BY DATE REV. WAMBEKE ,1-16-05 APPROVED SCALE SSI.13 NTS si ® s2 /15- O 1GN Cpp y t-P�\SNOT TO$FR/Q� 8 l4.,-- 4 it 1Falb SEAL IS NOT O r pfl TE E IN•HEC+` / � •� S4 \``� / THE.)c^OH Rf.Iluti..6t,,..77......i` OF Q TntS P '/ ``,.' 8.� ` \' B[ i N n ' K—\ rEU ' TO REPORT COFYFiN i T-d'`ii PT IONS ' ® CaL++_ .� t-SfS&_,5.5'td �' TYPICAL TRUSS BOTTOM CHORD BRACING ,v.� o 7CNP1.9OEYP.GN7yG� j -- '9 M04 GO. ,��I�� NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. ''�/f F,o9, © q'kON ���S1 GABLE END TRUSS SHEATHI ice, '.4,t;'.'1k t A� ,� S2 DOUBLE INTERIOR TRUSSES THE FOLLOWING MINIMUM ROOF DIAPHR ~.-- -' ARE NEEDED' I« ROOF STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT IN FIELD SCREWS' 1110 x 1 1/2' AT 9' O.C. <NEXT TO HIGH RIB) 0 2' X 4' X-BRACING @ 1.0' 0' 0.0. IN EAVE AND RIDGE PURLIN SCREWS' 1114 x1 1/2' AT BOTH SIDES OF EACH MAJOR RIB 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' 0.0. T■HE FOLLOWING ENDWALL STEED29 G UGEENDWALL GRANDIRIBRI IM 6' WIDTH TS OR EQUIVALENT ARE ' ■ FIELD SCREWS' 1110 x 1 1/2' 2 9' O.C. (NEXT TO HIGH RIB) SS TOENAIL BRACES TO TRUSSES WITH * BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' 1114 x 1 1/2' 3 - 10 d 1 Nl A I L S @ BOTH SIDES OF EACH MAJOR RIB. 1 — — 16 d NAILS DIAPHRAGM SCREWS II"P ii ' DIAPHRAGM SCREWS fl ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, 1 EAVE & RIDGE PURLINS ON ROOF 6", 8" OR 10" POST DIAPHRAGM SCREWSi TYPICAL SCREW PATTERN, EXCEPT AS G I R T S NOTED ABOVE cu I CTYP.) STEEL SHEETING SCREW PATTERNS N.T.S 1 METAL SIDING 1' I 1- ...se„,_w�4,-4 '� a ,, i ,,•,, LL'_`_ �i ELITE DESIGN NAILING PATTERN F0R �- POST FRAME BUILDINGS, 12' TO 60' SPANS S I D E W A L L POST LAMINATIONS TRUSS BRACING & POST LAMINATIONS �8 ti NOTE' 2' X 6' LAMINATE MUST BE A TREATED MEMBER ssIONAL � DRAWN BY 1 DATE OS REV. AND MUST EXTEND TO THE BOTTOM OF THE F❑❑TING. WAMBEKE LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN APPROVED SCALE SSI.14 NTS INN:) coc\'' : TRUSS WEB BRACING INTERIOR OR GABLE END T ', r11 1 c i�ZQi T Y, NOTES FOR TRUSS WEB BRACING: / •;1P�.`' O8,c-ij�',,. TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHrj.-f �Q�Q Y l • -_Au� S :), THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1" X 4" OR " �4*'-,°t,E'n::-.ttk�ER BRAN NG FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE RAT-RUN4WEBN""H TIC s4 * 10d NAILS @ 6" O.C. Od NAILS @ 6" O.C. Tortci " X 6" OR 2" X 8" X 4" i0 O $2c fl v ' ; , t-iGHrNG 2 ---- L-BRACE L-BRACE -, o Ah A 9 i, hiNNENT ",..4 PA „,,o,, , �-1E0 l.„,._ ,\.) 1$L W4 TRUSS WEB MEMBER TRUSS WEB MEMBER e 1 , T,,i SECTION B—B SECTION B—B iI AT INTERIOR TRUSSES AT GABLE END TRUSS ° sr �ti 4ONAL ELITE DESIGN • POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS WEB BRACING DRAWN BY DATE REV. WAMBEKE 1-16-04 SS1.15 APPROVED SCALE NTS tit Ii SIZES AND SPACING �.1 / - f �.-•-' - ' . �t 2 ' ' X6' DF-LN2' X 6' DF-L *2 CV' X 8'DF-L t2 8 2' 0'OC, 12'BAYS -cow //� �\/ ? r [�,}'N �` THE USE ON r' - _ + l,1 PURUN CONNECTION METHOD ` THIS PLAN 0...,, • i. PURLINS WILL BE HUNG FROM �` BE AN iFF!t"+0 LEAN TO RAFTERS WITH STANDARD SDIPS�1 JOIST ` \ FED COQ• HANGERS OR EQUAL. �`I .1 TO l'3°YP rH;IT ,-� E",fi .•IC 11;ONS iie`1 it0 $25 is AC ;V.. H. ._NIGH ItyG F., 'n`�U� Ai+AC1t;`::.Cf_PtPJCHi R.` 4,`I /moi{�`^ iN;-filhUt::llaIT 4C4��V . NOTES FOR LEAH TO CONNECTION ` `4...,‘"A �1Ai70. y`�,.rt({r ©MANUFACTURED TRUSS '7,',...1 i��t:D I. F w `I NOTCH POSTS 1-1/2'EACH SIDE TO ` Si1 L ^t" TRUSS TRUSS POST. ®TRUSS SUPPORT POST. SEE POST/FOOTING SC . ®3/4' DIA. MACHINE BOLT `�� 2' X 6' X 24' DF-L CONNECTION BLOCK. i PROVIDE BLOCK EACH SIDE OF POST. 2TYP. PURLIIL SEE CHART AT LEFT FOR SIZES. 2' X 6' OR 2' X 8'EA V E GIRT `1 ®2' X 6' DF-L GIRTS 2 24'O.C.. TYPICAL 8',10' OR 12' BAYS CV ®6' X 6' FULL SIZE LEAN TO POST `� 016d NAILS ; tEt ®LEAN-TO RAFTERS - SEE CHART& SECTION A-A .' CV `. 10 LLP4410 q1 o " ' TES FOR LEAN TO GIRTS . /, k. -,,I , GIRTS ARE NOT REQUIRED FOR SUPPORT OF POSTS. W NOBUILDING LEAN TO'S MAY BE OPEN OR ENCLOSED ' S y �, b USE 2' X 6' DF-L *2 GIRTS 8 2' 0' D.C. FOR 10'8' BAYS - / USE 2' X 6' DFL *2 GIRTS 8 2'0' D.C.FOR 'BAYSit R co- m 4.1 • sI8 ° 1 jONAL s* r-zzl ..._______. .:, ,... •y. •. „, c!:::::, ,. .. •. .. , :„.,.. .S. 6 �'�' ELITE DESIGN ,a A ,•`• • , LEAN-TO ADDITION TO POST FRAME BUILDING LEAN—TO FRAMING IPLANSI2' TO 60' SPANS ' ` CONTINUOUS ROOF SLOPE y :' NTS DRAWN BY DATE REV. 'ii. WAMBEKE 1-16-05 APPROVED SCALE SSI.1 6 NTS BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2009) AND ALL STATE & LOCAL BUILDING CODES. THESE NOTES FOR F❑❑TING DETAIL SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 PSF OR 40 PSF LIVE LOAD TREATED POSTS AS SIZED PER SCHEDULE SITUATIONS — BUILD ACCORDING TO THE PLANS FOR THE LIVE LOAD REQUIRED IN THE JURISDICTION IN WHICH CONSTRUCTION IS BEING PERFORMED. THESE BUILDINGS ARE DESIGNED VIBRATE OR ROD CONCRETE TO ❑BTAIN FOR 30 PSF OR 40 PSF ROOF LIVE (SNOW LOAD), 85 MPH WIND SPEED, EXPOSURE B AND FULL BEARING SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LIVE LOAD = 30 PSF OR 40 PSF ROOF DEAD LOAD = 5 PSF* S3 UNDISTURBED S❑IL CEILING LIVE LOAD = 0 PSF CEILING DEAD LOAD = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. • * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF NJ MA XIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTYGRAVEL AND CLAYEY GRAVEL (SW, SP, SM, SC, GM AND GC) SOILS OR BETTER (IBC TABLE1806.2). LESSER SOIL CONDITIONS (AS REQUIRED BY THE BUILDING OFFICIAL) WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. d. CONCRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-08.WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & OTHER , APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. FASTENERS FOR PRESERVATIVE TREATED +� WOOD SHALL BE OF HOT—DIPPED ZINC—COATED GALVANIZED STEEL, STAINLESS STEEL, SILICONE BRONZE OR COPPER. TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA C-16, a - itriggt:gt: C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM—FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA 'B' DIA._ GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. BOLTS & HARDWARE — HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHAL ' CONFORM TO ASTM A307. c`ISI f CO ' kA I N G DETAIL ROOFING & SIDING — METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM -" a✓�t 'v " � a k MANUFACTURERS, GALVANIZED OR PAINTED, 29 GAUGE MINIMUM THICKNESS, ASTM A653 ,' ," THissEAi.Islacr t-t,,,, N.T.S. STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PUR , " �' ;>J.' ,Rwmow REQ F WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHAL; :E oRgEaauEPRi 'm_ FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENS. — PANELS SHALL BE INSTALLED & FASTENED ACCORDING TO THE MANUFACTURER'S F\ * �L RECOMMENDATIONS. - , r NUNS al ..SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED , T*A S� r , \`v Itt �I� VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A •57, r�ynti.aMI METHOD D. IF THE BACKFILLED MATERIAL HAS A DEPTH GREATER THAN 6", COMPACTIO T ( ?i5�it-'141 w V' . t — BE VERIFIED BY TESTING BY A QUALIFIED SOIL'S PROFESSIONAL. UNLESS OTHERWISE NO . ' ON 'Cal'r.c�:7 Ptti ,26 THE ' THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO VIRGIN SOIL A DEPTH �y�?.�' 18067 EQUIVALENT TO THAT INDICATED ON THE PLANS. C S y'' ,jcLt) VAP 1STEt� N. ' �' "6 .....A, 'ONAL ELITE DESIGN POST FRAME BUILDINGS, 12' TO 60' SPANS WA & ID LEAN—TO SPECIFICATIONS & FOOTINGS 30 OR 401-16-05 PSF LIVE LOAD DRAWN BY DATE WAMBEKE REV. APPROVED SCALE SS1.06IBC • NTS RAFTER SECTION CHART SPAN BAY LIVE LOAD RAFTER SECTION SIZE ENDWALL RAFTER SECTION NOTES FOR F❑❑TING DETAIL SPACE PSF OR COMBINATION SIZE OR COMBINATION ® TREATED POSTS AS SIZED PER SCHEDULE 8' 0' 8' 0' 30 2 - 2' X 8' 2' X 8' a VIBRATE OR ROD CONCRETE To OBTAIN 8' 0' 10' 0' 30 2 - 2' X 8' 2' X 8' FULL BEARING 8' 0' 12' 0' 30 2 - 2° X 10' 2' X 10' © UNDISTURBED S❑IL 8' 0' 8' 0' 40 2 - 2' X 8' 2' X 8' 8' 0' 10' 0" 40 2 - 2' X 10' 2' X 10' 8' 0' 7?' O' 40 2 - 2' X 10' 2' X 10' \\\0\\ \% 10' 0' 8' 0' 30 2 - 2" X 10' 2' X 10' 10' 0' 10' 0' 30 2 - 2' X 10' 2' X 10' o 10' 0' IP' 0' 30 2 - 2' X 12' 2' X 12' iv 10' 0' 8' 0' 40 2 - 2' X 10' 2' X 10' 10' 0" 10' 0' 40 2 - 2' X 12' 2' X 12' 10' 0' 1?' 0' 40 2 - 2' X 8' & 2 - 2' X 6° BOX 2' X 12' & 2' X 8' a, _t;:;:.r;:t: JP' 0" 8' 0' 30 2 - 2' X 12' 2' X 12' r� 1?' 0'10' 0" 30 2 - 2' X 8' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' _,V_I+ ropy Se' ARE OR Milli 12' 0112' 0' 30 2 - 2' X 10' & 2 - 2' X 6" BOX 2' X 12' & 2" X 8' . ',cc, �S i��T TO ,9 J?' 0" 8' 0' 40 2 - 2' X 8' & 2 - 2' X 6' BOX 2' X 12' & 2" X : :' <>C�•'�;4IH:SSEAL SNC7iF W G �i DETAIL 12' 0° 10' 0' 40 2 - 2" X 10' & 2 - 2' X 6' BOX 2' X 12" & 2" X ,." ' PR 'TEolN"DurRED N.T.S. �J TO, ;;E CR REPRODU, C 12' 0"12' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2 - 2' X 12' .H. P NORe�uEF�r, f •'NFRING_MENr rs riE. 14' 0' 8' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12 & 2' • 10' __ PYR c,F`-,7,20021.7.."- r 2' r Fj 14 0 10' 0' 30 2 - X 10' & 2 - 2' X 6' BOX 2' X 12 & 2' 1 ! ,�irss ,% �I'w� 14' 0" 1?' 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' t ' ` ,%°� s' 8' 0' , s 2 - 2' X 10' & 2 - 2" X 6" BOX 2 - 2" X 12" \,- _ E''''-51.;F,:k!61Tlrsc 1. '(.4117..„-4/f/, �%.� ,, r , r a a r o a w �.: ".,.^FaJU vLr�r`,MT 4,4?":,� V 40 2 - 2 X 12 & 2 - 2 X 6 BOX 2 - 2 X 12 DF- a#1 ' ' Q ,1'q - e if ( / 14' 0'1?' 0' 40 2 - 2' X 12' & 2 - 2' X 6' B❑X DF-L #1 2 2' X 12' DF-L #k.1 � •✓ • , `'(l.:F n 1"� G`,y\� y 0 180-7 16' 0' 8' 0' 30 2 - 2' X 12" DF-L S. STRUCT, 2' X 12' DF-L S. ST'. TiT� :::,::;%,„ �\ .per W f�' 0. 10' 0" 30 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' 'ti-' = ' i.``"w vg's is c •,,.,. j011TAL 16' 0' 1?' 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L #1 2 - 2' X 12' DF-L S.S. _ 16' 0' 8' 0' 4_0 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2" X 12' DF-L #1 16' 0' 10' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L S.S 2 - 2' X 12' DF-L S.S. 1W 01.1P' 0' 40 4 - 2' X 12' & 2 - 2' X 6' BOX DF-L S.S 2 - 2' X 12' DF-L S.S. ELITE DESIGN POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO BEAM SCHEDULE & FOOTING 4 DRAWN BY DATE REV, WAMBEKE 1-16-05 APPROVED • SCALE SSI.17 NTS 16d NAIL @ 10' D.C. SIMPS❑N J❑IST HANGER 2' X 6' FULL WIDTH 2' X 6' OR 2' X 8' PURLIN w \ W? 16d ::: : ::: :: gmril , .. a- 16d > A ; A 8 1/2' 2' X -- LAMINATED TO 2' X 8' 2' X 10' OR 2' X 12' ENDWALL RAFTER WHERE 2" X 8' 2' X 10' OR 2' X 12' VERTICAL MEMBERS — SEE CHART REQ'D — SEE CHAR ENDWALL RAFTER — SEE CHART SECTION A - A SECTION A - A STANDARD RAFTER DETAILS STANDARD ENDWALL RAFTER DETAILS SIMPS❑N J❑IST HANGER 4`'S�NOT TO Py9:� �I c.,<<.).‘ F THIS SEAL I'N0•F"�'0.e"�' FULL WIDTH 2' X 6' 2' X 6' OR 2' X 8' PURLIN �G- PRINTE�)N'PE"' 1�' �) •:115E OR REPFOi)ur•n,A;": Q i� ,,,,.: ,ON DF ettitln•N;41A1 E,. i{,N,:;1 1.F:.,')' Ru- le> . * . __.=. -.-- :ii"--.;14-1;,71;F::::.AIA..44.5 E: k.r_:� Uli FI CRTt`�G�, t 0 '; 4C41::::.p At..�i�U i:C:. r�iLHT cv V ' Ix W ;,vi.FAivGcPAEP�T �! /40 VS > �:! :.',nn�CED ',tiP�L`� O iso-� 16d NAIL @ 10' D.C. �'[', �c•;-,s1 r..n� S ts1 , 8 1/2' I j�NAL I 2' X 8' 2' X 10' OR 2' X 12' VERTICAL MEMBERS — SEE CHART ELITE DESIGN SECTION A - A BOX BEAM DETAILS POST FRAME BUILDINGS, 12' TO 60' SPANS • LEAN—TO BEAM CONNECTIONS DRAWN HY DATE REV. • WAMBEKE 1-16-05 APPROVED SCALE SSI.18 NTS �1I CD ii..----\ice • \ N( .. s\- If MIS SEAL E•c(' �� PRINTED!iv HFI. �s ham(*. ''NF USE OR REPRODI r '' .;-1,'•.;-1,'•n AVO ol:r t Br- N HntI'Of - C• * TO IT :1 1 iiiii-. 1. 40111L .' af.. ( 4400111111 ii "D -11 �' �/9�n is ern—I--.. _I s `1 NOTES FOR LEAN TO CONNECTION DETAIL �l %�'lT _` ©MANUFACTURED O CHAPOSTSDI 1/2'SEACH SIDE TO ' - �C E D I N PN{,�,',.,.%,.;`��,' `I ©TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE PROVIDE TRUSS SEAT. SEAL �� ^ ®3/4' DIA. MACHINE BOLT - NOT REQ'D ON ENDWALLS ` .`I ® CTION BLOCK. PROVIDE BLOCK DEACH F-L CSIDE OF POST. �TYP. PURLIN. SEE CHART AT LEFT FOR SIZES. 2' X 6' OR 2' X lir AVE GIRT 777���777 2' X 6' DF-L GIRTS 8 24' 0.C.. TYPICAL 8', 10' OR 12' BAYS ` drillillilli ®16 X AI FULL SIZE LEAN TO POST CI 16d NAO S `5.1.,LEAN-TO RAFTERS - SEE CHART I. SECTION A-A �1j �p �� ' 0000;Wii._ I 4) 4 o1L�/rpt41t. d / � PURLIN CONNECTION METHOD //� �0 'I I ` PURLINS WILL BE HUNG FROM / J y; _- �� I� LEAN TO RAFTERS WITH STANDARD SIMPSON JOIST HANGERS OR EQUAL '`(lit 1 _ a. ta, NM PPUR NS TO BE SPACED € 16' 0.C. 0 180 UPPER HALF OF LEAN-TO SPAN `\ TO RESIST SNOW DRIFT LOAD s s Akelg. IONAL . b 0 O •y' y.; A. j;. ELITE DESIGN rriiiiiirt :d ti LEAN—TO ADDITION TO POST FRAME BUILDING 'y. STEP DOWN LEAN—TO ROOF POST FRAME BUILDINGS, 12' TO 60' SPANS te = KU. LEAN—TO FRAMING PLANS �` DRAWN BY DATE ' WAMBEKE 1-16-05 REV. APPROVED SCALE SSI.16 NTS N'OTES 'FDR CONNECTION 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 V/(3) 16d NAILS 0 OVERHANG EAVE PURLIN S4 MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. SS WOOD POST, SEE P❑ST/FO❑TING SCHEDULE. 10 0 2' X 6' OR 2' X 8' JACK RAFTER NAIL TO SIDE OF TRUSS TOP CHORD / S7 2 — 10c1 NAILS @ 6' D. C. =• 0 TYP, PURLIN, SEE FLOOR PLAN FOR SIZE 1% 0 2' X 6' OR 2' X 8' EAVE GIRT :• 0 %ft" co - "......--------........6) . ,,----,. o + a o r o o 0 ® 0 -------------, I; ,4,............„.... , ,N.lAi it* .....„,, , .,. ., _ ....„.„ ..,.. .. . ,,....,,,. +,.. V 01 if4sit A_ 0 ,(�SIF iM SE.,, 1,,�5, ,� , a S PRINTED _ _ !OE USF OR REF4 i� I �'Q ' 7r15 PON OF t LJ 4 rA -- pE.lNtNF:R:t`UtA t H° 0 E0 COPVr 4, 1 ObTI67 "0 '''� ss Cs 'ITA /t - tV1 �41 k DETAIL IoNAL # g)r'::rcr•,na -> N,T.S, C $ ;.1-'v, C;Oa REPORTING • - 0 Ai,.\r FJA,_C'.P."i•WSHT 4,G . 'n. P IitFRINCEMENT �.c \' 't�0� ,, p0\ ELITE DESIGN /111 TRUSS — COLUMN CONNECTION EAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS AWN DATE REV. 'DRAMBEKEBY .1-16-05 APPROVED'', SCALE SS1.17 ---.---- NTS 1' • • + GABLE TRUSS TRUSS PURLIN BLOCKING OUTRIGGER fr 2" X 4' SUB FASCIA TOP GIRT CENTER COLUMN END COLUMN OVERHANG © EAVE N.T.S. 12" TO 24' EAVE OVERHANG TOP GIRT SIZE: 30 PSF 40 PSF 50 PSF 10' BAYS 2" X 8" 2" X 10" 2" X 10" 12' BAYS 2" X 10" 2" X 12" 2" X 12" Witft wAsio .44 dvigais, %NAL Li ELITE DESIGN TRUSS - COLUMN CONNECTION EAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS DRAWN BY DATE REV. VAMBEKE 1-16-05 APPROVED SCALE SSI.17 NTS O MAIN BUILDING .\(0�; • Z- ,,, 3 - 3/4"0 LAG t- - ;r ,I;,..o.:. :5`_ANIN-MN'S BOLTS INT❑ POST .. `�'py` STEEL POST * TO'FJ,r. I. BMIN ATTACHMENT BRACKET ff $25 iirz I „. y 1 11 INFRINGE., • FUMED _.� Ro y Ca`j�,- '• sria.PLATE id.IP' 'Ale ':'900 ED 1N Ps k1 ua•STEEL Ren" S E M1. Q P PLATE 3/4"� M. LEAN-TO RA1T5 ER LU0f-1.8E - 12' BAYS RFTE0E-1.7E - 10' BAYS TWO 2" X 4" S❑LID NOTCH 2" X 10" LLERS TO SEAT IN BRACKET —/ gR ft it. \ 4 - 30d1 NAILS 'o .4.4., 4p,....leue), `rI 8, oNAL 1o, 0 6" X 6" P. T._/ ' 1 , LEAN-TO POST SPANS ELITE DESIGN LEAN-TO BEAM ATTACHMENT TO MAIN BUILDING POST - 30 & 40 PSF LIVE LOAD MAXIMUM 12 POST SPACING; 12' LEAN-TO DRAWN BY DATE REV, WAMBEKE 9-13-08 • APPROVED SCALE SSI.19 f NTS QGr,\GN Ti') ♦..\i -:� T,-1:S SEAL IS NOi �CJ'� �`c-_-,—‘ , 1 PRINTED IN`Ri-r. irk ` 'SE OP.REPRODUI'IO.J"F O �� H. ,S PLAN OR BLUEuI'Mt A': MAIN BUILDING R,NOttAEtq.+� ,i - /�P❑ST -- c, r= C0,7 :�:' ; t O' ��s3NS ita 4 ECORIING l-� y,y_ 4,A ,Li _ jr,,';iGHT Q -' ,y0rh,NGLIVIENT ::'IN ..�.. ,��•1 pti� +''',),<<./ nr SINGLE GABLE END LEAN-TO RAFTERS .'I)" SEAL. (% P�� • 2" X 10" MSR 2 250f-1,8E - 12' BAYS 2" X 10" MSR 1,950F-1,7E - 10' BAYS / 4► _y1tt W440 gees$ /� .. 4 - 30c1 e ,11, ► NAILS :- t' a' o isx$t ° 4q 8 ss/ONAL ' 10' 6" X 6" P. T. 0/s. ./ , LEAN-T❑ POST Sp�NS ELITE DESIGN GABLE END LEAN—TO BEAM TO CORNER POST c• POST — 30 & 40 PSF LIVE LOAD .. VAMDRAWNBEKE BY DATE4-11-06 REV, i ` APPROVED SCALE SSI.20 NTS 4Tkk ,\vC 11-3Co\\ sfoot..it FJ ,l -E 100 1 I 1 1 1 `o •1 kt I � i i P C. I A11.Q\ ,fie )x/ ,:- ,art'' 1 I ti 1 9 1 7 , 5 -'f%c. 1 i 1 .0 5'4 s o• 1 S t f / 1 PLN -441 /A.,4tat„,,a. DATE'. 1 1 1 1 (00' 4. qlt IM ' Pi Nrunq Wtil..k.. tka.;\t I103 9- 41' /Ale' t S fot(A4e V/011....1 1 0 0 _ – _ _ — • 1 5c162,, 0 ttoZ 1 i .t. "0 0 t-I. I g 2." (KA • 1 t I . „ ‘S4 •$ 1 ' 1.0 Ar i .Nr 1 (033 ii. 5 e-Pft(-• f i - 5Nk 0. co 1 0 i i ./ / q . t 1 / I t cl.1•10 ,'',7';'?N s • Y•14 f Witt I li ','•,..‘:,\‘'\44C' Pis' t L_.../1 A...” •/if I " Ap5'" 100 ,., , , i•-•:,'''-'i,-°,---.:- ;',' 1 t_— \ -- - -- ' l_�I±7 .a�-j_�� 1 ! LI 1 i-f- F , r- is :t ~ fel ---'-I- �..tf- I- -j ! ' ' ' I : L� �. , -1_;_ -1--FF �-- 1 �!' _; -i..i. _L_I.. 4,; 1.: '-_p--t--r 7rL.L-r-r�H -, i , I + __i. I ,_ 1- 11--.11 i_: , 114 T _ f I j _ c;-4- , Z_ - '-'1, I 1 '-1Li. i_ ri- ■_ ! 1 I 1 -- I LI-- t_ii_Li.. 1 i �- I__.`- ■■-1 L -1_. ■ ' i-■■ I jLl-i-tfril- _, _ + ' HIS ENDWALL ONLY!r I 1 ��'� I ■ 1 i- � !_ INSTALL#12 X 5/8"@ 9"O. C. .= . Iv: I_ 1_ I STITCH SCREWS IN ALL STEELi ' I � _ I j �--i-L- n --■ ■ - PANEL VERTICAL LAPS - I ! ,_�LI ' . it■■EN ■r■ _ERIE • ! -1-1-- I _ -- --i-_T —� I 1 - plallig IVENS 1_■4 ■om .. ■■ I re ._ ■. ■ ■■ 1 '!PE : 43iTzL 1 i _, ! ! , 1 ; r �!_ I 1 asm i_su , 1 IJIOiAIrJufiN * JyH __ • Ia . ••• . a. Al- 4 • -, , ,.. ••• ii, . 1 . ,_ . a• . i i_ .. _ : HI 1 Er ME il _ , 1 _ 1 , T. lips • Email I� rl�w l1 . + � I • • Is 1 : m - ---1 noirmn -I-" Mu ■■lr ■■ -I ■ini 1 L ! 1 r■ m■■■ ■ , L L� , I _ _ ■ j i 1 ' I 1 I � � '_■■■e -L I I`r1- 1- ■ IB■■r I ELI I_ I ' f= I 1 ■/ I 1 j —; ! 1 I I , MEI MITI ■ f`�-i■■ ' r ' I.1 1 -on mom .1 ■ L' ,� ' , 1 ' -I-f-LL Li LlJiI _ 1i._ nmia_i_u IIIII i.. ■ , ■ ■ I- _ NEE I ,-Ii -!--1 P-1---_ � 4 i 1 _ EW ■■ 9:. ■ L ■■ I_ ! 1. 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If for any reason we cannot meet this date,we will contact you with a revised target date. Your application review TARGET DATE is I 1'6 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,. D Designate a specific contact person to communicate with the City. While the person designated as the applicant's cdntact persoprith the City can be changed, one individual with the expertise b for dealing with reviewer comments would be theest choic the entire review process. D 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 ifthe 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, includinganysubsequent p PP � P q 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. CD-003 V-7/06-21-11 Page 1 of 1