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HomeMy WebLinkAbout3560 Allison Courtu, i INSPECTION RECORD INSPECTION REQUEST LINE: (303) 234-5933 Occupancv/Type a Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Plumbing Concrete Encased Ground (CEG) 7 % ! Foundation / P.E. Letter Lath / Wall Tie Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof 7 % ! Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof t; Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. For notification of your assigned inspection time window please email insptimereguest(a-)ci.wheatrid eg co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Time windows are assigned based on inspection routing. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather t i CITY OF WHEAT RIDGE ®Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � � T0 Job Address: S T,6 0 C ^ 50 /c,/ C 7 -- Permit Number: 2 ©/ "/ 0 / � ❑ No one available for inspection: Time Re -Inspection required: Yes 6 When corrections have been made, caaU for re -in Date: Inspector: AM/PM at 303-234- A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: our Job Address: 3 G ,S" r - Permit Number: 7J71jjyL:' ❑ No one available for inspection: Time `�'� O/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 16114, 16233 Roof repair and Electrical Service Upgrade OWNER: Robert Dowling ADDRESS: 3560 Allison Court PROPERTY ADDRESS: 3560 Allison Court. Wheat Ridge. CO 80033 CONTRACTOR: Belfor USA Group. Vandre Electric ZONING ADMINISTRATOR DATE 12/212003 CHIEF BUILDING OFFICIAL Building Permit Number: 16233 Address: 3560 ALLISON CT REPLACE ELECTRIC SERVICE CHANGE WITH NEW 150 A SERVICE. REFEED EXISTING SUBPANEL FRIM NEW SERVICE. Description: Inspection List Number II Type Date I Approval II Remarks I 40941 E-SERV 9/19/2003 oklbb emr COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16233 Date: 9/18/2003 Property Owner: ROBERT IJOWLlNG CT. ?><:i'-D Property Address : ~ ALLISON 5l~a cr. Contractor License No.: 18136 Company: Vandre Electric Phone: 422-8300 Phone: 777-2318 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: $1.200.00 $58.34 $0.00 $14.40 $72.74 I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee: do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Plan Review Fee: made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Use Tax: Code (U.B.C.) and all other applicable Wh~idg~'in.n"".~ork under this permit. Total: (OWNER)(CONTRACTOR) SIGNED ( ~L::=..:.......) DAT~ Use: Description: REPLACE ELECTRIC SERVICE CHANGE WITH NEW 150 A SERVICE. RE SUBPANEL FRIM NEW SERVICE. BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning: SIC: Sq. Ft.: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new penTlit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing ~ith s sive phases of the job. The issuanc .. ~~val of drawings and specifications shall not be construed to be a penTlit for, nor an approval of, any violation of the provisions of t ui n77! ~y other ordinance, law, rule or regulation, Chief BUilding'lnspectr-- Please sign Terms and Conditions on reverse side of page. (1) (2) (3) ~ 'NHf "'i (fJ~ u/ ~ CQ( OR p..OC COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION Lll\"E - 303.234-5933 CITY OF WHEA T RIDGE 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLlCXTlON Building Permit Number: Date: Property Ov.-ner: !?O~T BOvil..-INf:J .4/..-/..-1 soN cr. Phone: 303 - 422-- 6)00 Property Address: 3/050 Contractor License No.: 5/0"2- Company: VItNDI!.& ~/..-E.CTl:z..IC- Phone: 303- 777 ~ 231B OW."\ERlCO!'.'TRACTOR SIG!\An:RE OF U!'Il'DERSTASDISG AN"D AGREEME!'\T (O\\'!\ER}(COI\TRACTOR): SIGNED ",,,p ~ :;KIP P~oNS DATE 'ht"l DATE ?/17/~, . . Construction Value:$ /')..00. ""'- Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shov.'71, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance v.ith the Wheat Ridge Building Code (U,B.C) and all other applicable W t Ridge Ordinances. for work under Ihis pennit. (O\\'!\ER){COSTRACTOR): PRI"TED DESCRIPTION: KcP/-.AC~ EX IS TI Ale, /5bA "SEl2VIc..~, ~ 5ee-v1 U::. E/...[c.:r~-ICffL.- 5~VIU COX'$lINli wrru fl- AlCW FiiutJ-"1 ^' CIN S()8-P~N8- BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (I) This pemlil WilS issued in accordance' with the provisions set forth in your application and is subje'CIIO the' laws oflhe Slate of Colorado and to the' Zouing Regulations and Building Codes of Wheat Ridl!e, Colorado or an)" other applicable ordinances of the City (2) TIlis pemlit shall expi~ if(A) the work authorized is not commenced within sixty (60) days from issue dale or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pemlil expires. a new pennil may be acquired for a fee of one-half the amounlnomlally r<<juircd, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonmenl has not e"ceeded one (I) year. If changes have been or if suspension or abandonment exceeds one (I) year. full fees shall be paid for a new pcnnil. (4) No work of any manner shall be done that will change the nllUralllow of water causing a draina~ prob\em. (5) Conlnlctor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall ~cei\'e written approval on inspection cilrd before proceeding with successive phases of the job (6) The issuance ofa permit or the approval of drawings and specificalions shall not be construed 10 be a pemlit fOf, nor an approval of. any violation of the provisions of the building codes or any other ordinance. law. rule or regulation Chief Building Inspector COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE. (303.234.5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16114 Date: 8/26/2003 Property Owner: ROBERT DOWLING Property Address: 3560 ALLISON CT Contractor License No.: 19232 Company: Belfor USA Group, Inc. Phone: 422-8300 Phone: 425-9400 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Total: $18,500.00 $399.50 $259.68 $222.00 $881.18 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordi:IJS' for work under this permit. (OWNER)(CONTRACTOR) SIGNED -r- -< "'""7 DATE -Z/l-711..<<)~ Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: REPAIR DAMAGE TO ROOF FRAMING RESTUL TING FROM SNOW LOAD. BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: it'ol1ing Coltf1ll11l1ii: Approval: Zoning: ~~lIding Col:rimill! Approval: OM ~ublic Wot~i:rmroents: Approval: Occupancy: Walls: OK. 8/26/03 Roof: Stories: Residential Units: Electrical License No : 18136 Company :Vandre Electric Expiration Date: 2/28/2005 Approval: OK/KS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject 10 the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue dale or (8) the building authorized is suspended or abandoned fOf a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuan of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisio of h~..:>~ildin des or any other ordinance, law, rule or regulation ector Please sign Terms and Conditions on reverse side of page. ~ ~(C' ".~" t~~ COLORP.QO COMMUNITY DEVELOPMENT DEPARTMENT BUILDIi'iG Ii'iSI'ECTlON L1i'iE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH A VE!'\UE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLlCA TION Building Pennit Number: Date Property O\\ner: l<o13l'I'-'" l'owuN<; Property Address: ~ <;"~ IlLLISo,J c, Contractor License No.: \,Q\) Phone: ?O"""I'-/l2.-8~ Company: 13Ci.Fo(L /9;; ~~ lJ5A (:""J~,I,J<. Phone: ':>0'>/'1>->-9700 OW~[R1CO:"TRACTOR SIG~A n:RE OF CNDERST A!'iDl!'\G A!\"D AGR[EM[~T (O\\.SE~RAg9R):S]G!\'ED (QWt\ERXCOSTR.A.CTOR): PRI!\"TED .z..e =7 >> ,MAtcJ<. A1t:--UFez-l) Construction Value:S 18,<;1)0"" Permit Fee:S Plan Review Fee:SV.... Use Tax:$ Total:$ I hereby certify that the setback distances proposed by this permit application arc accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that J have read and agree: 10 abide by all conditions printed on this application and that 1 assume full responsibility for compliance with the \\'heal Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. D.A.TE f5 /'-6/"'.3 .;;. ~/W<J ~ DATE DESCRIPTION: MM"6E 7V ~cf t;lrI#.N<; 1!.6"'-'LTfAJ Co Ftl<l-"'\ StUll,,) 4JA 1) $tr EJJi; frlCE:f(. SPECS /9TJ7fttfEl) BUILDING DEPARTMENT USE ONL Y SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: CJ{c- Approval: ~ S-!zqtJ] Puauc: WORKS COMMeNTS: Approval: Occupancy: Walls: Roof: Slories: Residential Units: %- I~\'")I{ cal License No' j' ) it ILI'{ \"Lj PhlInbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This pennit .....as issued in accordance with me provisions sel fonh ill your application and is subJect to Ihe laws of the State of Colorado and 10 tIle Zonin~ Regulations and Buildin" Codes of\\'heat Ridge. Colorado or an~ oUter applicable ordinances of the City. (2) This pennit shall expi~ if(A) the wort aurnorized is nol commenced within si.\t} (60) d3ys from issue date or (B) the buildinJ!: authorized is suspended or abandoned fOf a period of 120 days. (3) If this permit expires. a ne.... permit mil)' be acquired for I fee of onc-lu.lfthe amount nomlally required. pro\'ided no chan~es have been or will bt' made in Ihe original plans and specifications and any suspension or abandonment has nOI e,,"ceeded one (I) ~ar_ If chan~es have bttn or if suspension or abandonment e:\ceeds one (I) year. full fees sball be paid for a Ilc'W permit (4) So won. of an)' manner shall be done thai will change tM: natural flow of .....ater causing a drainage probkm. (5) Contnctor shill! notif)-Ihc Building Inspector t.....enty-four (24) hours in advance for.111 inspections and shall recei\'e .....riuen approval on inspectiill! card before proceeding with successive phases of the job. (6) Tht' issuance of a permit or the approval of drawings and specificalions sh.all not be construed 10 be a permit fOf. nOf an .appro\,1 of. any \iolalion of the .,,,;,;on' Of.."j2 ,,"'~ 0' on 0"" o,d;naoco. b~, rui< 0< "'gubtion. BELFOR RES'l 0RA nON 4690 Joliel Street Denver CO 30239 Administrative Information Type of Estimate: STRUCTURE . ,.",' Client: Robert Dowling Home: (303) 422-8300 Business: (303) 687-6819 Property: 3580 Allison Ct. Wheatridge, CO 8003 3 Operator: GENET Estimator: Gene Treppeda Business: (303) 425-9400 xii 0 Business: 4690 Joliet St. Denver, CO 80239 Date Entered: 07124/03 Price List: CODE2S3B RestorationlServicelRemodel with Service Charges Factored In Estimate: DOWLING File Number: 36589 - , Op~ning Statement: The following estimate represents the entirety of work to be performed. H it is not listed as a line item, in this estimate, it will not be performed. However, in the event that further damage is discovered or missed in the original estimate. AU parties will be notified immediately and a supplemenl will be written for further funds. NOTE: There are provisions in this estimate for protection from the weather. H it proves necessary we supplement for temporary dry in. In addition~ there are no rovisions for code u rades if oecessa . BELFOR RESTOJ:<ATION 4690 Joliet Street Denver CO 80239 DOWLING Room: Roof , .,' Remove compo shingle roofing R&R Sheathing - plywood - 1/2" CDX Roofing felt - 30 lb. 3 lab - compo shingle roofmg - wlout felt Ridge cap - composition shingles R&R Gutter 1 downspout - aluminum 24.00 SQ 2.60000 SF 24.00 SQ 26.00 SQ 120.00 LF 214.00 LF Room: TRUSSES Remove Remove stick frame rooflllg 2,334.00 LF Truss _ 4/12 slope _ heavy loading 2.334.00 LF R&R Labor and materials for temporary dry in of open roof structure. 1.00 EA NOTE: lithe project is subject to severe weather the costs associated with temporary dry in will be insufficient. The costs provided above are bare minimum costs associated with minimal dry in. In the case of severe weather a supplement will be provided. Carpenter - General Framer - per hour NOTE Previous line refers to Ihe additional stick framing that will be necessary for the faux gables and hips. R&R Soffit- box framing - 2' overhang Prime & painl exterior soffit - wood R&R Fascia - I" x 4" #1 pine Prime & paint exterior fascia - wood. 4"- 6" wide 24.00 HR 187.50 LF 375.00 SF 187.50 LF 787.50 LF DOWLING 08/13/2003 Page: 2 BELFOR REST0rtA TION 4690 Joliet Street Denver CO 80239 I Crane and operator - extension boom 20.00 HR , .' Room: Electrical NOTE: The power from Ihe service pole enters the structure through an overhead line inlo the roof. This will need to be detached, then set for temporary power. Then detached again and set for permanent power. It may also require code upgrade. It is not known at this time if the electrical in the attic space will need to be re routed. All will be determined after demolition. R&R Detach and reset overhead power lines twice. Once for temp. power the second for penninanl. This does not 1,087.23 EA include any code upgrades if necessary. ELECTRICAL 1.00 EA Room: Plumbing NOTE: The plumbing is being left open till Ihe overall condition of pipe jacks can be evaluated after demolition. Room: GENERAL CONDITIONS Dwnpster load - Approx. 40 yards, Pennits 5.00 EA 1.00EA Grand Total Gene Treppeda DOWLING 08113/2003 Page: 3 BELFOR REST0rtA TION 4690 Joliet Street Denver CO 80239 SF Walls SF Ceiling SF Walls & Ceilmgf SF Floor SY Flooring LF Floor Perimeler SF Long Wall SF Short Wall LF Ceil. Perimeter 0.00 Floor Area 0.00 Total Area 0.00 Interior Wall Area 0.00 Exterior Wall Area 0.00 Exterior Perimeter of Walls 0.00 Surlace Area 0.00 Number of Squares 0.00 Total Perimeter Length 0.00 Total Ridge Length 0.00 Total Hip Length 0.00 Area of Face I DOWLING 08/13/2003 Page: 4 ~,~ SePlVIc:e division of fred wok. 'n~il1c, CHARLES KOMEZ AuJUS (ERS, INC . Ir," /6\ "'"'7' -" C--, ~, " I S !=---:--~ L^::.. ~. i I I' i k.t'GI~_ c INSURED: CLA1" " ~,' :,.. 'Bj..;:R" ,II .~".vl _. . DA....L: 'J "'5 i C (J{ , '.'" : LOC.A.T!C:'" of LOSS: ROBERT DOWLING 307838 MARCH 18, 2003 3560 ALLISON COURT, WHEAT RIDGE, CO ., ENGINfERNG REPCl{T BY: ZOOF FORENS:C SERVICES FRe,n -'OOK F'. ',:: "uLo 1 .,.. PU\J3LO, COLn'::~DO ZF 20374 100 I East Evans Avenue / Pueblo. CO 8 J 004-2538/ (719) 545-4676/ FAX (719) 545-4568 emaiI: zookengr@amigo.net _..............-~- .JOb Truf.l" TrUSJ: Tvpe 3BEL3560 HM01A ROOF TRUSS . ~IU..U russ, Inc.. o don, 03 4. "'14 ...., 13..0 ..." <.... *" " Ply BELFOR. EN fJ,&60 ALL! 0 cr.WHEA. lOGE R913871B4 R1 8 c:t 17 2002 10 tional) e Industri&$. Inc:. W~ A.ug 18:01'5 3 PIlgtl ".... ..... 21.1\-2 ..,., "'..., 3~.1. 2HH~ 14&-6-0 I ';:.(\.0 1ol!1-4 Scele II: 1'.,47.0 4Jl6 ::: 4 4.00 fl2 2 Pltte Off8.t, X,VI: t'2~0.4.0 0-4-8J LOAPlNG Ipe1) IPACINCl. 2.0.0 CSI OEFL " (loc:I l{do11 PLAnS GRIP TCLL 30.0 Plates Increase 1,16 TC 0.52 Ver!ILL.1 -029 12-13 :>999 M\l20 169112.3 reOL 10.0 Lumber I"creu. '.1S ee 0.94 V8r\ITL) .0."5 12.13 >715 8CL.L 0,0 Aop $tren (ner NO we 0,79 Horz.ITL) 0.10 8 n" eCDL 10.0 eo.. ueC97/ANSl96 (Metri." 1:n LC LL. Mln lidefl - 240 W.igln: '13 Ib 10-11.11 4-0-1' . 12 21 22 " 23 ,. 10 Z5 7x8 = Nailed ""alled 3,4 = Nelled ""'0 = NlIiled Nailed Nailed 21.1.0 2600).0 21..(;.D 15-<1.11 3.11.(1 1<-9 N t 15 IS ,. IT 18 13 18 '0 4.<'0 = Nait.d 3'< = Nailed N01il.d 4.<S = Nailed N_1I90 Nallea Nauea S-11.o 6-11.0 ,...., S.o.11 L.UMRft TOP CHORD BOT CHORD WE-8S 2X4SPF 'SI5OF 1.SE 2 X e!:lff 1860F 1.6E 2X4WWStuO BRACING TOP CHORD BOT C~ORO ShoetF'led or 2.-10-12 0<:: purlin.s Algid c:eillng directly appllod or 7.3-1 OC: brech'll EKC.pl 2 ROWS9t 1/3 gl5 '.12 Rf.ACTIONI (Ib/si,.l ~HorZ M8JIlUpfifl 1 = 1 782hMchonic:al. S ..1909/0.3-8 1 ..-84(lood celie 61 1 ....8491108d Cll59 51. 8 =-76SUolld c:ase Ell plO-'CE8 lib) - Firat LOlld C~ Or'll... roPCKOAC 1.2,-..41599.. 2-3=-4503. ~...34B2. 4.5...-3487. 5-6:.:....636, 6.7...-4152, '.8=-4179, 8-9"'43 BOTCHORO 1.15_4406_'6-16",4405.14.,6=44015.14-17-3684, 17-18=3564. 13-18_3684, 13.,9=2730,,9-20...2730.12-20-2730,12-21 =31519, 21-22-3679. "-22=3579 11.23_4383.23.24-4383,10.24=4383.10-25-3931. 8.26=3931 WEBS 2-14 =.362. 3-14- 868 3-13=-617.4-' 3-1059,4-12= 1030 5-12_-694,6.11 =906, 8-11-.2.68,. '.10=-82, 6.10--512 NOTt5 1) This lfu8S nos been dKigned for the wind loads oe".rOl.d by 100 mp"- winds a' 25 fll1bove grounO 18'1101, using 7.5 "Sf lOp 01'101'0 0&8d load lll'1d 7,S Pit bouom cnOrG delld load, 100 mi from huffiCsr'\6 OCeal'\liM- O!"l .1'1 occupanc:... c:a1egorv 1. OOl'\ditiol'l I enclosed building. of dimerosionll 45 n bv 24 ft Wit/"! ."po5ure C ASCE 7-!i3 pgr UBC97fANSI9S II end "v'liuI5 "r e8ntile*llers elllist, !.My Qlr. 81lpasftd t1) wil'lO. 11 POten&& elti81. tnev IIr. !"lOt upaUd 10 wind. Tn, lumber 001.. inCrease is 1.:93. and the pIIU9 Grip il1(::I'lItI:le i5 1.33 21 Design toed 18 based on 30,0 psf speciiieCl '001 snow load. 31 UnDllleneed llnow lOads MlIve bMn cOl'lstcle,lMI for t"-'ll a.Slgn. 41 Tl'lis truss M8 been designed fOr ;1110.0 pSf tlollom c:nord live load noncol"Icur'un\ .....itl'l en., othe, live loeds per Table No, 18.8,. Use.97. 6) RellN'to gltdwlel fOr ttU5-1!l to truss CQMl!lction8. 6} ThiB Ir\,lN nos bean deaign6d .....itl'l AN91rTP11-1995 c:ril.ri.. 7) .N.i*,~ indicau:tS 3-10<1 or 3-12d common wire loe.nlllil$. LOAP eASEISI St81'\Oerd COl1lin~d Cln P89'! 2 Augu.' 13,2003 .... .,....-o:;;;;.;~-=;;;:::;;:;-.:;-.u;;~-III-.;;.a;;.-.-;-cwM;.;;.;:EiCuFm;;cE;;.;-_;:;;;ii"E-F;;E.U;;---....---------- __ ' O....fI"aNfllr..uClI'lly"""" ","1IlIl CtllllllHllCll't.. TlIlI11awonllobUlllOo'lIY\lOOl1Pllr~II'IOWI'I.'l\al:.fOrllnl/lllN\OllIlIl"lllXngoomll0l'\M1llllll' IlIRIlol) lll\llloa4<<l ".nl....,. AGDIlQaOlIlIV GlenslOIl _.'"""'~" lIl'I<lll'COIIr !rI(:"or,1IOrI (/I eoI'lIIonll!fllll rlttPon"llIltfm IiluIlOlnll ll'nllln,r' 1'101 '"",. dtl8lgnOf, irldrlt tlll)lll/l'll,forlNNlllLl~ olln(ll\ll(lual.....ll mOT\\Oltrll 0l'Il.,. Aollllllonlll tfImllOral')' brllelng to lrIiIlr.tllllllll)' 4Ill'lI'IO eonllNelOn III "". ,,"","1I1l11"'0l1'lO .1'ltt'lCl'. MlIlJOnOl llllf7'\lIMI'll 1MI01M 0' "tI ~H """n.Jr'el~ "'''IpQl'IIblIi1Vqr''''\:I~~lI d....aner. ..O'II......lIOJ1d.nco, IQojIllflllnlll flItlrIoallon,lll,lllll"'oonvol. G\OnIgll, ...ory. ,",coon ;lnlllllllCIl'lIl, oonlN~ QST .ee QulllllV Sl~. D$B-" IIIralllPlII SNOlftCWltOo'l, .fl4 1118.91 ._."...... "..~.... __."._ .~........ T_, '.. ,~.... 50' ..,.."". 0.., ..._, "IS"" iVh T e k': I Jo rruaJr; Trun Type at. . BElf .GENOI3 ALLIS N .Wl-tEA lOGE R9SB17BJ 3DEL3680 HMC' AOOF TRUSS Q tionSI) 4.:Z01 SAl 5 OCt 17 2002 MiTek Indusui... loe. Wed AUQ 13 16:01 :615 003 p.g. Htgh ptllloeu Trust. lne.. fJol158I'1, CO tlO 3 MOTE' 81 .Nai~. indleotvti 3-1Od or 3.124 common wlte loe.nails. LOAD CASEI'. 6lDndard ') Snow~ Lumb., InCr8089-'.' 6. PIOle IncraBse _1,15 Unliorm Loaa. \ptfl "~t: 1.15=_90,0.6_10=-.80.0,2-8=-20.0 Cono.ncr.ted lollda UbI "en: 13_0,616=0.87-:31.8 11 ~.8.4 16=$0.5 17= GO.!S 18-60.6 19,.50.5 20=60,3 21 _60.6 22_50.6 23=150.5 24 _ 60.5 2&,. 37.9 28= 37,9 27::;: 60.5 28 _ .118.3 2.9- 0.8 30= 0.6 31 ,,;; o.e 32 -0.8 33 =0.8 3.- 0.6 36::;: 0.6 36= O.G 37=0.838-12.0 __lit,. w...... ....;"...---- ':"-':;'-"o,."';;;;-;;;;-";.Dt;cLYDi;;';';;.iFE~---;M._'U;S~-';U---'-"-'-"--'-'-------.--l.-.-------~ o'''ll'''''alQ'''ulMlortlyl'OltltJIlT'''''C:l;HIl\lIGtcnT/lleOllIJlII'''.b''Q(I~n'''ijllOl'lP<<~II'tl~'''CltlOt:;al'llllllh/lcllJIIDlIIldinll~/lO""""Otlll II lNtallIdllM_td~~ AcolIDlIDIlll:tofdell!an,*.mltl\\IIInI:;a"CprOClOl'IIlC:OIPO~ "'eomp_lls".,,,~IH\J'oll>viklln9C.8lgfIIlr.l\Ol~ ",",nut 81l1dna .rIc.Ille ItII' 1II1111'.I...ppoIl "'lnlllVtcllJllI wttl m....b.... only Aoonlonol ",",PllfllY_cJ"81o lro..\n .1lItIll1yd<Mlnll co".lNCIlOl''' UI. 1"lt_"Dl\IIl1\lOflll....lll' AClcnuo".1 PI_enttlre.c:l1lQ "'till C7Vlr.1 \IINetU",,,lIllt .....plll'lllD"IIyI:ll..,\ID~~Olna d.a....r ForaltMlrlttllllldllnCCl '. : l'l104lrcll"lI cllCflNlOrl. QII."1)' COI'ICl'Ol, ll'llraQI, c.lvl/y. ,..aon.rnl br,lelnQ. oonsllll QST." o..aIOtr 81.l\dilrG. DSe..U 1I1Ictnll SoIQlull"". 01'1(1 >l18.i'\ :) ,fll.l.,,!'" HIlnCllnlll"'WllnllInd&rlltfnORClCIOnImlrllO....~'II~IlO'l'lTl\I"Pllllllln'IIt\I..S6)O'OflOl'llOOn~Il'.Mtdl\lofl......15)'111 . : V . vr\ ,> i Job UBI Trust Type tv Pl, BELFOR- :3 PQ,,_z 3BEL3560 HM01. ROOF TRUSS High P1at.au rutl. Inc., Olden, CO 403 4. io tiOrlelf SR's ct 17 2002 MiTek lndustri., I!'IC. Wed Aug 13 1IS:01:66 LOAO CASElal Stlllnd81d 11 9now: Lumber Inc,..~=1.15, PI.,.lncro8De-'.16 Uniform Loadt lplfl Varl: 1-4oc:.eO.o. 4-9--80,0, ,-8--20.0 Concentrllted loade llbl Vert: 11,--'1,9 14__71.3,0=_29.616=_",318__",317__71.3 ,S=-71.3191<.-",3 20--71.3 21=.71.3 22.=-"3 2J ....71.324--71.326 ..-4,e ..,...;..".......... ....:.,.,. MtI-;;-.;;;m.-o;""....;;;~..,.;;;u..;CI;;AI_;.n~.uFoU'U;E----------_.__._--_._-Ii C...I...._dk:l'UaltOl'll'1w11'lMlT'k~."...,.eIO...T""'dMllOtl~t1_aolltVuIMl'\P.'.~raal'l~,V1al1lOr.i'lI"~Yl<lualw....,lngQ;ln'lpcnlH1lkltllt I( ~n::.:~~=:::*~l:r~~:=~::;::,:"~~~=~a:=:~=::":;=.::-~:,~~::=::;o:;:~~" .......l>I'\Ilblllltioflllll.__.A.lldl_.."........floWIlllNt:IIIQO'VlfliW.I"I.ItrVClur..\II.'.IlPllfllltllll1VC1l11\8DIIIIQIngollllll"'..l'o.e-n...."'lll.nQe I. "-11*",,"1 Illtlftodon. Q\I8Il1>>" 00"""",, .-0', d...iWy. .r.~on ,,"0 tl"cIrItl. c_~ Q8T.ae 0dIlt1 '''nOW. DS8.19 1nC;!l1' 5pec,~(.tllk:i'l, ano HIll-" !a Jt -I ~,t.. <;.:. i'lIII'IOlrlg InOeIMirtl'lan~ &f.lIlI'lll Roogmrn.nollllon \P\UI&tI..looM TfUU"IQI.'t1&1ll.. ~ 0.'0_0 an.... tMdllloOr\. Wlur,s ~ m ~ ~ J.. TrU88 Trun Tvpe tv Plv ELFOFl.GEN f3lS~O AlUS N CT.WHEATflloGE R98877es lBELS&&O HM02 ROOF TRUSS "-ogh at..u Trulla. It'lC" Goldefl. 80403 (0 tiOl'\€l1l 4. 01 Sfll s O..t 17 2002 MiTek InO\l8trl86. Inc wed. Aug 13 16:01:5 2003 Plge 1 ~..~ 1~~ &.Ilo10 5~lO ,."" 4-11.6 ,..., 4-11'" ~\.e.o I 2,3~." l~.O SCille.1:.3.9A s.,.,o ..6 := 4 4.00 r;z 3l1:;' ::;. 3.. .:::- 3 5 . 31:8 =:: 11 SpeCIal '2 Neill!ld. 10 1.5)(4 Il NalleCl 13 Nailed 14 9 1S 3x.B =N;Jlled Naded 16 Nailed. e 17 5x6 = ,. Nailed ,. 3~B = IIUllled Nanad Jll8ta OH8.1..1 IX YI' 1109-'0 5-4-10 [8'0 a.a 0-3-01 10>9.0 4.n.6 lS~.6 4.11-6 2H:.O B.IJ'IO LOADINO [pall SPACING 2-0.0 ell OEFL in !locl l/dall PLATES a"I' TeL.L 30.0 Plots8lncrn.a 1.15 TC 0.55 Ver((L.1.1 ..0.15 . >999 MII20 HiQ'123 TeDl 10.0 Lumbar Inct6M"a 1.15 Be 0.93 V.rt(TL) .0.25 9.10 >999 8C.. 0.0 Rep Streeo lncr NO WB 0.79 Horzlnl 0.08 . '" BCOl 10,0 Code UBC971AN$195 IMatri.w.) 1 at LC lL Min I/defl = 240 Weight~ 70 Ib LUMBER TOP CHORO BOT CHORO WEBS 2X 4 6PF No,2 2 X 4SPF No.2 2 X 4WW 9\\.10 8RACING TOP CHORD BOT CHORD Sheathed or 3.1.7 oe purlins. RiglCl ceiling direcfly llppll9d or 7.8.14 0" brecing. ExceDt: 1 Row Ot mlopl 2.9 REACTIONS Ilb/eizel M..Horz Me. Upfi1t 2 M 12&4i0-3-a. e - 1 2.96/0-3-8 2 = 2l!1i(loed (las_ 51 4-.516110&CI "01185), 6--51611080 caB8 8) FORCES j)b). FifSt load Casa O/'lly TOPCHORO 1.2...37.2.3=.2603.3-4..-1770,4-5",,-1770. 6..f1=-2604. 6-7...37 80TCHOFlO 2.11 = 239l!l. 11.12-2396. 10..12=2395. 10-1.3:.:2386, 13-14-2396, 9.14=2396. 9.15",,2398, 1ij.1B=239El, 8.HI-239B, 8-17=2398, 17-18...2399. lS-19=239a. 6-19-2388 WEBS 3-10= 149.3-9-.836.4.8:.: 691,5-9....837, 5-8~ 149 HOTU ') Tnl8 trUB& hu b_n designed for the wind loeds generated by 100 mpl'l winc:ls a\ 2' n sbo"e ground lit\l!!l u,ing 7.6 per top chord dead load end 7,5 psf bottom Chora (IUd load, 100 mi from hurriCane oeeenUne, 0'1 an occupancy ca'agory I, oon.dltlon lanclos.d builCling. of dimel'lsions 46 1\ by 24 It witI' eJCposur. C ASCE 7-93 p.r UBC971ANS195 If ol"ld \l8f1icals 01 csntile....r' ..leist, they ar& 9le~Osqd to wind. tl porcMa .leist. IMy ar. not ".posed '0 wind. TI'\8 lumber DOL increase Is 1.33. and ll'l" plat~ grip increase tS 1.33 2) 0$1),,," lottd LII based on 30.05)51 5pocitillld rool snow load. 3) Unbalal\C6d snow load' ka". bMn considered for Ihis deSign. 41 TniJl: truse has been designed lor 8 10,0 psI bottom chOra 1111'S load nonCOnClJrr4lln., wit., ally otner Ii...e loads per Table No. 16..s. u8C-57. 151 Tnl8 tfUlIl he' *n designed with ANSIITPI 1 .1996 criterIa 61 -N.ilecl" il"ldiCate.e 3.10d or 3-1:i/:d common wire loe-naiI6, 71 Sp9Cilil ".I"Igillris) or ooMactlon(9) requirud 10 Support eonc9nlrated lo"dlsl "6.410 down and 74.61b up 91 2.0.0 Ot'l bonom cnord. O.$.gl"l lot unspecified COI"I1'18Cllon(5) is delegst.&d 10 the building designer. LOAD CA8EUiU Standard 1} Snow~ Lumbor Incr0D.58 :;; 1 .'5. PlaUI Increase - 1 .16 COl"ltinued on pege 2 August 13.2003 ........ - v~~" ~.--....-~;;-;o;a;.o;;;'-;;;;i;a.uDiD..mw;;;;;cEP~;;;"--;:;;'i-";o;;.-Ui.--------'._.-.-..--.---.--------,--~~-~; O",g"'vllHl'lllru..\tIll)'..,j"Mrr.~1l'cb'1:,ntIJ4"~aI'l1'04l""OtIly\lll,n'IDM.m.Ilh'S~.''''~11Jror""li"OI"~b"'lcIIn'Cll<'I'IlIl)I'Ia"'IIOtl.. 11<<' ~=':.ll~:':::=::;=::~ ;:a:J:~=~'~~,:~::t::;~~~=~:::.;b::~:~'~~H~~~"::':::~~;:~::" ~'IItbIIIIyOfIrlDCI"CIOl'. AOc3IIlDllal~OtllCl..&oAIPIDO\<IlI'.M'1I\IOkl"_1I'I"I"lIIIl)O/l.t~'~ot""'boo."lnaOOllI;II.,."orO.llOIlIoul.,.,,,,.. OllIlIral"'IIabtbotI~.II~t;' eotllrcl. -'0'111' Oll'llv.rr _eIIo~ WI'; ~cn$, ectI.1>II Q$T.e8 Qulllltr' $\01",_ os:1l-8O a'~1n9 8p.CI~UOll onCl 10118.&1 .Ift. ,!!' , I'~ loI.ntlK"9 In.lllIIrlg an'; afMIIlll'hfec"'''I8I'ld.lIoo" ......blo !tom Trus~ PIlI'- InCl"~l.. te3 O'O"OfrIo Drno. MalI'l"OIl WI 1371& . :t~i : e I , Job ,... rU~:5 Type " P', FOFHlEN I o A.lLl _WHEAT , CE ReB877M 3SEl..3680 HM02 ROOF TFlU$S 10 tione,1 19h P1.'eeu r\,lllIl,lnc.. OeMl"I. C 3 4,201 1 sOCt 17 02 MiTek li"ldu.tr;Gl$. '"' W&<l uQ 13 '8 1 003 Il'age LOAD CASE'" 9t8nderd UnUorm L.oed. (plfJ V.n: ,-4....80,0,4.7 =-80,0,2.6 = .20.0 COl"lcentr8lOO Lolld8 (lbJ Vert: 10_3,6,,=_,'5.412,_3,6 13,..3.5 14=3.615-3.516=3.5 17-3.61B=3.5 19-.11B.9 :A.;;;;..V.rtb -.&a" ..,.,....:;:;.:;-.u:D-;;;;,.-HQ-;.-..,;j;-..D-i;.c:LuDQ.iiiTi.iEF~W-Mi.J:;:;;_o;ii.Uiii.--.-------...-...-........-.-.1- .-...------;-. . Olt"lI~vatd1oru..O/IlyMilllMIT.eonnlll~ Tnl::lQltIJlll"~OMlI'dop.,.uponp.lrl"....,..II'\OW".ll'\Clj:<lgr.njn'Mou.I~~Il"''''p_tlo~ II '1'!.ua."'liIl'ldlllell~"""'ny AWIC>aDIIl\YOIIllnllln PlIr.~.l'lIliIr\/lproporl"OOI1l0I1lVOllCllC:OI1\POl'lOl'.ltr~bllI.,.0'I~1d1nlJ"."'9n.r.nOlIl\aS ~=bl~IId;~~I:.~~=:..n~.:~I~~~~~:.~:,: ~"ow~~v=~=:2:r~ol;:::~~~~~:~::.~:r~~:;,:.t/l. "'g.nr(llnlllllb!ka\lofl.'..~eOlllf'Ol.aIO,.II..0..\j"IIY.OI1lQlklnIlf\Otn~1I con,""'Q61'.&6QllllllyhIlOlr4, 058.ee SlaolnQ SoIllCo!lIcehn ""oHlfl.Ql , I' ~:t,L,(~', "lI!ldlill.IIl....,llllfl.61llG1f1ORoQ)nuuMII~n..~I..~"'TN..PIl..ll'lltNIJ...5113D'OllaI1C0rl\j". MMI'lln WIS)1111 ' Q~, ' ! .... Truaa Trun Type Q" Ply BELFOR- ENO!3560 ALLI N CT.Wt-tEATRID E A9S877Bl'I 38EL3660 MO. ROOF TRUSS 12 High Plet88u Tr,,", In!:.. olden. CO 403 4,201 Rl 8 Oct 17 2 10 lIonel) MiTek Indusuies. l!'Ie. Wild AuQ 1 16:01;57:200 8ge 1 ~ .1.i.o 1~'O ...., ,"-" '.00 [iT . LOADING (pllf! 'PAC)NG 2..0-0 COO DEFL in ik)cl IIoe11 PLATES G"IP TeL.L. 30.0 Pla~. InereStlo 1,16 TC 0.17 V'ert{LLl -0.00 2 >lJ99 MII20 1971144 reOL '0.0 Lumber Iner&81se 1,16 Be 0.03 Vert(TLl 0.03 '.2 >576 BCLl. 0.0 Asp Stree5 Incr YES WB 0.00 HcrzlTLJ -0.00 3 nit SeDL 10.0 Code U8C97/AN9196 (Matt;.l 1st LC LL Min I!defl ,.. 2'0 Weight: 71b M-O ....0 LUMBER TOP CHORD SOT CHORD 2 X 4 SPF 1860F 1.6E :2 X 4 SPF 1680F 1.SE BRACING TOP CHOFlD BOT CHOAD Sn&8tk.d or 2-0-0 OC PUrhr,ll. Algi<! ceiling dirlJctlv Dpphed REACTION. IIb/liPl Mlil.lCHorz Me. UplHl Max Gra'" 3 = 29/Meen9l"1ic~l, 2 = 26S/o..3-B. 4.. 19/MecnaniC;al :2 =>86110e(l ease 4) 2 ....198(1o.d ctlsct:31 3 - 2B(loaCl ease 1). 2 - 26SlIoad case 1 J. 4 = 391109d clIn 21 'OReES lib). First Laad Ceoe Only TOPCHOAO 1.2=31.2-3--41 BOT CHORD 2.4 - 0 NOTEa " Th1l tfues nee ~ designed to, the wind loeds ~e"'.r814lld by 1 00 me" winds 91 25 it above grouno level using 1.5 psf LOp cnofd deed loed Ind 7.6 psi t>ouom enotd dead loed. 100 mi Irom nurticant OC8111'l1ino. on an occupaney ClIIltQofV I, oondition I 81'\closed building, ot diman!llons 45 II by 24 ft with ..po$Ufe C ASeE 7.93 per ueC97fANSI815 If (lnd verticals Of C01"llilevafs exist. they Irs exposed to winCl, I! pOrt Mil 81(iU, tl'le.,. are not exposed 10 wind, Tl'l. lumbef DOL increne is 1.33, IInd the piela grIp incraase is 1.33 2) D1M6gn)oed i8 blMd 0'" 30.0 pel BpocllhKl rool snow klad. 3) U,.,balencl!ld snow loads nave beel"l cONidefad lor U,le desioI"'. 4) This nUN hilS: tl..n designed 10r fI 10.0 psl b<HtOm cno,d live load nonCof"lCUfre1'll with any otnef fl\l8 }oeds p.... T.I)I. No.1 6-8. UBC-91. SI Rel9f 10 gird.rls) tOf tNoa 10 Vuos connections. 6l Tl'li5 lfue8 1'188 bDen d8figntKi with ANSltTP11.199S ctit@rjo. LOAD CABEll) Standard Auguat 13.2003 w_..,. V..fIW .';'-;;-";:;'=-;;;-u..:D';;;;:;;;'o;';;i;;i;cw_;-.","I...;ci';_.';;~:;;;-n;_-uoE-'--_.------------.-----------.-.- OIHlil" IIaIId fDlU'1l0~1y""1I MlT'~ eonn.l:\Or'I. ,."', Q"ig" .'l>lIUOonly up~parOl~ )t\OMl. ~l) j'Ill' all "'a~buol6In" oomp~'1'l11o DIl Q) INollllUilllll'lCl101I61C1 v.rdaa~y. ~.o;llttol~ftlOIl plIro\mlall"'r,llInOll'Qplrlnc:o~r'10nol ~",,~,~j.r'1lI>Ofl811)l1~ aftlUllOlIlQO"'Gner. notvun :~":o.~;~L~~~~:'~":'Il~:;i:~~~w;or:;..:;~~ly~~lli;:~I~=~7;r;~~~:~';:;'o~~a;;''':.=:~~~O,':,~,l~' I89I1J01ng /UIflIla1Orl. Cl\llliltf l:'orMll ,v:..II'. ~~, _ClIQf'lIlM OIl1C<<l\l. ~ona\lR 03T '" Qu.IITy Sl1n6~ 0&6.", 8rllltlng ap'OInCllllOll, al'lCl HUH1 am:; T fi L (>' ManOll'\;llnallllllrte ...c1I1o..d"\J A_mllnClaMOfIllvlIlIllOIa "0111 TNII PI,. 1"1t$,lI, 583 O'Onllll'll'l 01'1"'11, MllollOn. WI 037'9 Vff~ ~ ~~".., Job Truss TruSli Tvpe aly y BELF R.GENOi30tiO AlLISON CT,WHEATRIOGE R98877B7 38EL35eo MQ1A ROOF TRUSS ti;gl'l f\8loou T"un, Inc.. GoldlPn. 80403 (0 tiol'\llIl! 4.2 1 SR1 S DCI 17 2002 Mirek. InduGtfie.o. Inc. WeO Al.lg 13 18:01:6 2003 P"a. 1 ~ ..1-Q.() 1.(1.0. M.' M.' 4.00 fi2 , 4 lOADING (Pin SPACING 2-0-0 Cst OEfL '" (loel lidetl PLATES ORI,. TeLL 30.0 Pllltell: InCf&&S8 1.15 TC 0.17 Vef\llU -0.00 5 >999 M1I20 197i144 TeOL 10,0 LumD&r Ineteutl 1.15 BC 0.01 VanlTLI 0.03 ,., >518 Bell 0.0 f1ep Sttflt8 Inet YES WB 000 HOfZITLI -0,00 3 "" BCOl 10.0 Code UBC97!A,N$195 (Mattix I 1 n LC lL Min IfcWfl ... 240 Wtlignl: 71b 0-11-4 0.1'.04 ,.,,~ '-0-12 LuMIER TOP CtolORO BOT CHOAD 2)( 4 SPF lB60F USE :2 )( 4. !iPF 11!l60F 1,5E BRACINO TOP CHORD BOT CHORD 9he81"ed or 2-0..0 oc purlins. Rigid ceilil'l9 d;'~clly applied REACTIONS (Ib(silel M8JlHorl: Mea uplift Ma.w.Grav 3;:" 28tMecl'leniceJ 2;: 266/0-3-9. 4 - 8/M.chanical, 5::; 24/0-2-2 2 ...85(108d case 4) 2--20711oed cane 3) ')-2911o&dc8a8 11, 2-255(103(1 caae 1), 4-16(lolld case 21, 5::;49jloadc,," 21 FORCES lib). Fif8t Load CEII"e Only TOPCHOAD '-2_37,2_3=-4' BOT CHOAD 2-5-0, ....6...0 NOTES 1! TnlalfuS6 nfl' t1atll"l C1ealgned for the wind loade; generatecl bv 100 mpl'1 wlndll at 25 II abova 9'Ou(\C1level uBin; 7.6 j:ltLf top chord dead lo.d and 7.6 p$1 bonom chord deaClload, 100 mi Irom l'Iuuic:8ne oC6enlll'le. 01"1 en occupancy C8(eQorv I, cOl"ldiUon I enclosed buildil"lg. 01 dlmenslOnlS 45 II by 24 ft "im e.ltpclSlJre C ASCE. 7.93 per UBC87/ANSl95 11 end ve'liclllls or canlileveNil exist. 11'1ev or. o)CpOMld to wind. If porchN /!I.l(ist they ere not ...posed to wind. The lumber DOL ll'\ereaae is 1.33 oM ll'le pl8te grip increaSll is 1.33 2l OlMign load ia based on 30.0 Pf' spacilieo rOOl snow load. 31 Unbalanced :JlI"lClW loada !'lave been cOI"I:sid.rflld to, t!'\ill denign. 41 This trl.lU nes been Gtt&igned for II 10.0 p,f COllom cl'lord Jiv. IOolld no(\conCuuel"\t with lrlY ocn.r live 10808 per T8~ No. 18-8. uaC-97. 6! Refef to girdeds) for !ruM 10 trUI5 conn.c;ciona. 61 PrO....ide meehenN:1iI1 (:onnecciCIn (DV otM(S) of lrun 10 beering plate 81 iointl$l S. 71 Tni, t'\NI1I he:Jl been designed wi'ch ANSI/TPI 1.1995 crlterle. lOAD CA8EISI 511nd(ltd AU9UO' 13,2003 ..,,:;;.v..... "_IIIIl","'::;:;;;;Ud'.;;:E8o;;;;.;D"iNCLUH;.-.;miu;EQ';;;;;;E-_;~;;n;QQU;i'---'---...-..--.--.---------.-1-.1 D&IIl......IIYClICIfV.lorlIyWl\nMTTlIk..OIl"~TIII$(l.IIlQflllltl.luonlyulloQ_np.r.m9'l."'...c:-I\..no1.lllr.fllnol~u..tlIlllOln'OO",pOn.nl'aa. _ ) 1...""..:1 aIIalaean .......l:IlIl,. #lopPIIelltllllf)' at ClUlQI'l CQrllm."..,. llI'I(I prOp.! ,ne_-"I>n al OI>rrt:IO/l.n\ 1$ ,..-'tliIll1 0'1 ou'Id"', ~......, not IN~~ :-;t:llh~;~=~~~::M~::.;:.~"::~:le~nr:-:::; .1>~~':~~~~~~Q:~:,~~~:,,~~~O~:;:.~;~~~=nl:..t)>. I r1PQGII'Ol"Il_~llOO'l,QUlltllyOClmro~~l>rttl. 0lIQ\l'1I1')",1I"'C1Ion.ndb..t."'tl."l>n~unCST."Qu\lllI1$tlot1OO11'lll)S6.M8'.elntl~l~l>OIICIII,.n0I-118-91 I ll.-h - ... t...-'" HallcKnlllM111llf1l1I1""(IraQr\t~m..,,,.IIQ1'1I1\4Ulltllllrrom'rN"'''''''''.\IM.,S83O'O..O'l!lI>Onva ",;a0l,on.WI::iU111 I ~y~' - er, I, . TfUll. Trl)59 Type aty Ply 8ElF R-GENO/3o 0 ALLISON -WHtATRloGe Rgee17B8 :J8 EL36 eo M02 ROOF TAUSS 9 Higl'l Plateau Truu. If\e., GoIOlln, 80403 (0 liOI'sl) 4,201 SR' sOct 17 200 MITek Il'Idusttiea. Inc. W.c:IAuQ 1318:01:6 003 P.gft 1 ~ -,-e.. ,... ,.. ,.... 4.00 IT' 4 2.4 - HI-S 1-8.6 LOADING (plOt! SPACING 2.0.0 es. DEFL in (ioc) Ifdeft 'LATES GMIP TelL 30.0 Pleta. Increase 1.1' TC 0,24 Ven(LlI .0.00 2 >999 MII20 197/144- reDL 10.0 Lumber Incr.$Se 1.15 Be 0.02 Vert(TLI c.ce '.2 >393 Bell 00 RtlP SUBS5 lncr YES we 0.00 Hor:.(TL.) .0.00 3 n'. BeDL 10.0 Code U9C87/ANSl9S (Matrllt.1 1 st LC lL Min I(d_fl 0 240 welgt'lt: 6 Ib LUMHR TOP CHORD BOT CHOllO 2 X. SPF 1650F 1.bE. 2 X 4 SPF 1860F UiE BRACING TOP CHORD BOT CHORD SMall'l9d or 1.8-8 OG purlif'\/l RiQld ceiling direelly applied or 10-0-0 OC bracj"Q REACTtO... lIb/ailel M8.IC Horz MIIJlCUplifl MaxG,." 3=-14iMechanicill 2;;:30910-3.8, 4-17/Ml!lch8f\lcsl 2 - 8611000 C8se 4) 3=-14Uolld eU~ 1). 2=-25111o.dclISl! 3) 3 ...60(108e1 cue 31. 2...; 3091to8(1 C8ge I J. 4 - 33/1080 CIGe 21 foaces UbI - Fir't Lolld eMe Only TOP CHORD '.2=38,2-3--66 BOT CHORD 2-4 - 0 NOTU 11 This trUS8 has bwn dHignea tor the wind loeels 9sf'I8ra\ed by 100 mph wil'\ds al 25 fI ebo". groul'\d la"al, ulllng 7.15 pl!lltop chOtd dead load and ],5 psf boltorn cnord d.,d k>ad, 100 mi hom hur'lelll". OC68l'\lil'l8, on an OCCUPIlJ"lOy C&re90..., I. conditio.., I .nCk)sed bVjlding, of dim.r'l.SlOtl8 45 11 by 24 h wit" ..pOiurs C AgeE 1-93 p'" UBC971AN$195 If .1"10 ....artiesls or CllntiI9\l.'s hIG.. t1'lev ate 9.po$od to winO, 11 porchee exisl tho\, II'., not lI.posed to wU'ld. Tho lumber DOL Incresae Is 1.33, and lhe plate grip incr9SS. i$ 1.33 2J Oe9lgn load 15 b..a on 30,0 par 8Decjfied roof S(lOw loect. 3) Unbalanced !m(lW loeds have Deon considerlld fot this 0&610n. 4) Thl.s try&&: 1\" blten d&8lgned for a 10.0 psf DOHorn Chord live Joocl nonconcurrent witn BII"I\' 01.1\., livo Ioadll p.r Tabte No. HI-B. USCS? Sl FI.fer 10 altderial tor trulI8 to (fUSS COf'\l'\ectiona 6) Tt'lil tl'Uoll8 1"188 been deligned witn A,NSIITPJ 1-'995 criteria. LOAD CASEIS' Stlllndtttd AugUOllJ,200J 'MoMMO."..... ......n __~~ ..... ..;;-;;;,-E;-;;-;;;-.;a:..;....ftiu.Di:;a.;~_-.;.;.;~;;.i.:;;;.;;a.....-_._----_.-.... Ollqll \lata __ 0111,. _ MtI'.a.: ",,~....,,1Ort T~I' (lUll!" I" 1:11..11 0"1.,.__" pt>I'...-lIl'llIlPl~, Atla I~ lOr ~ II\CMI:I\lIlIlllIIdl~g COft'IP_~' ", 1M ='..II':.II~-::=~, =f:~~~ ;~~~~i::M~Z.:~::=I~=:~~~':'::;:~~;~~.lt~~~I~~=I~~~.. ""pc:w!".~IIIfIllIl_1Ol' A(ldlU"n.I~'""IIl''''' DnI~nllol 'l.:."\lIITII~ all\lC'l/,lr. "1/Itl'ftPOIIlJIl:IIlllrO'Wle IN'''''', aftle....' FMe.IIII'al~\/IO..,Q. rtg.rolng f11lOn1;lI'Illlf'. ~1IllII\)' tatl11Cll. ~"I'I Olllv.IY, ~On lOtIO l;J<~U ~lI'I"," oaT.8& C</.III~ SWM/Il"G psa.., Or'~lrg $Pl'CI.~lIion. ~ rllM1 Hlllndilntlll'lftll11n9 ano .'llOlllll Rtoo","","dllllOfl .".j1.blIl1l'Om TNIlI Pt.u: ln~l\u'III. en i:rOllolno O~\/e. ~~totl WI$3r" ----l---------i 1111 Jo ".... TrO/sa vpe Oly PI, BElFOA.QEN !$&eO AlLl N Cf-WHfA IDGE A9B877S9 38El36BO M03 ROOF TRUSS 12 High PI.ta8U Trl.lGl., Inc.. Goldon~ 80403 4,201 10 tion.ll R1 8 Oct 17 2 2 MiTilk lndusuie8. 1M/;. wed Aug 13 , 1'592003 aQe 1 1 l.~t II "'.0 "'.0 3-6.0 ',.0 Scll..1:13.9 l~ I~ I 3 . ,!iIEA II ,~o "'-0 lOADlllQ (pj,lj SPACING 2-0-0 CSJ DiFt ;" (loel Ildell PLATES a,up TCLL :!C.O Pletes Inc:relllS_ 1.15 TC 0.17 VertlLlI .0.00 . >999 MII20 169'1 z,) TeaL 10.0 Lumbltf Inoroase 1.15 Be 0,02 Vert(TLI 0.01 3 >999 eeLL 0.0 Rep SIre81llner YES w. 0.00 l-lorl(TLI 0.00 , "" BCOL 10.0 Code UBC971ANSl95 l!ilt LC II Min Ildotl = 240 Weigl'lL 7 Ib LUMBER TOP CHORD BOT CHORD w~es 2 X 4 SPF 1650F 1.6E 2 X 4 SPF 1660F 1.SE 2 X 4WW Stud llAACING TOP CHO~O BOT CHORD Sheathed Of 2-0.0 oc purlins. 6xe_tlt and v~mlc9Io. Rigid c.iling ~it8e[l\I applied MACTIOHl (Ibis,") M6)lHorz M... Uplift 4 =911MIlCh."iclll 2 = 214/0..3.8 40:-47(100(1 caee 41 4=-28(1oad CUll 41. 2=-153!load 00.$8 41 FORen IIb)- Firnt Lo.d Clla. Ol'lly TOP CHORD 1.4,..73.1-2=0.2-3-18 BOT CHORD 2.4 = 0 Nona 11 Thia trUSIl h.. been deSigned for tn. wind loade generated by 100 mph winds al25 h above 910UI'I0 level ul!tng 7.5 Dut too onorO deed 1080 and 7.5 Dsf bottom chord dead load, 100 mi Ifom nurrlcsl'le 0080nlino.. 01"\ on occupanty catelilory I, oondition I &l'IclQl',led building. of dimer.eiona 45 11 by lAtl wah eXDoeur. C A,SeE 7-93 P" u8C87fANS19S If end "'Iicels or cantil9vers lItJ{iSI, they are exposed to wind, II porCMe exist. tF'l&y ar8 not IIKPOpd to wind. Th.I~lmb.r DOL itlG:reaae Is 1.33,...nd tno plete griP increase i$: 1.33 2} Delign Ioed la DaNd on 30.0 psf 5pecilled rool snow loed 91 UnbelQnoed SI'IOW toada heve be." cO"S;dO(80 10f this d&$ign. 4) Thta Iruss nlls bun d.:lligned for a 10.0 Dsf M1t<lM enord live load nonCOf'lctJrrel'1l wilh QI'IY olne' live lOads pM Table No. 16-B. uBC-97. 61 R.ft;( fQ glrderlsl for truSS to tfu8S connecliona:. 61 rl'lJa trusa hall been d...tQl'led with ANSI/TPI 1 '199ei c,iteria, LOAD CAIIEl" S'enclerd Augu.t 13.2003 ._",,,,,,,"-w, ....:;:;::~;;;;:;;;RM..O:r..-;;.-.;;;;;;;;-lI:.-~;;E;-..n,K-..'..iMcJiHa...;.;.;;.H;;;.E.a".-;.(;.----.-...-.------------1 Olllllg"..IIIMdfl:lf...'onl~\OftI'IMfT-COr\r\OC1Dnl.Tnl.d"j~n"b&aelSonl~uoonOlll'~IIII.,,~,.,.O..lor"'nlnGl"'Oll"InlH"IIIg<<UIIllOMntlO~ ! II" j""y11Wl 111111 lllAOlld Wf1e.a11.... ~Dlle4Iollltl"oIdMl.n pou""llnllt/'ll i1n(! ~rOOll'In~lllio~ cfICO/IIPonellllttall)Or\5l1)111V OI'l)ullalnl ~lIlQn.,. nlll'l \fl,.. ==bIIana~~h=~...~=::=.~~~o::~w;~~=:~"cw~~~~~=O::Z::::~~O.1I=.~:=:1r:~"IIIn~~ 1I11 f'IIlllU01nll ~e.tIOft, q""ItlyQoflVDt, Il\Qragcl, O""Il'''''. .....0:\10.. ..." br"cl"~, C:llnaul om.18 O".lty $1III'I<l..rd. o~a.60 hdnG S&.llIfI~on, A/'l' HIS.1l1 '. " . q 11."fIj"iJ ~111ng lI"cl8raolnQ 1'l8'llQmm."llll\iOll ...IIIllIIIOlalnlnl 'l'n"ao., PIoIIIII"IIInu", ,~ CrO...tlrlo 0....., Medllllon, WI 83'19 , -li! ~ e. Job TrUll TrUll8 Type tv Ply BELFOR- NO!3I:ltiO ALISON CT-W EATHID E R9887790 38eL3~eo M03A ROOF TRUSS Migl'l a'elllu Trun. Inc::" CJolO9t'l. CO 80 3 4.2 1 S111. te lional} c:l 17 2002 MiTelllndu$trie!i Inc W.d A.uQ 13 16:01 :&9 2003 Pege I 1 1.&1(1 II ><>.. 2.(1.0 ~, l-e.O $('fJlf,I.1:6.9 400 l!.!.. I~ j" 3 . 4 LOADltOQ (051) SPACING 2-0.0 C51 DEFL " (Ice) lldsll PLATES GRIP rcLL 30,0 Plates h'lCf6888 1-Hi TC 0.17 V'TlilLI -0,00 . >999 Mil 20 1M/l1J TeOl 10,0 lumber Illcre811i6 1.Hi 8C 0.01 V",ITl) 0,03 2-3 >599 eCLL 0,0 R.p Str088 ~ner V,S we 0.00 Hotz(Tll 0,00 2 n19 BeOl 10.0 eo.. UBC971A.N9195 jMelrbll 1 Sl LC LL Min lid_'ll = 2'0 W9191'1t: 71b 1 ' !ill"" 11 lh9-12' .." ...., ,.... LUMBER TOP CHORD 80T CHORD WEBS 2X4SPF1S60Fl.5E 2 x.. 9PF 1650F 1,EiE lX 4W1/11 Stud BRAC'NQ TOP CHORD aOT CHORD Sh811t1''l.d l'Jf 2.0-0 oc I)l.lrhns: II11Cl1Pt end ver\lC17I~. Rigid calling directly ollppIlOc:l. REACTIONS ilb/$~.1 Mall Horl: Mex Uplift Max O,av 5 = 25/Mechanical, 2 =< 256iO-4--8, .. = 2410.2-2 5.=-4711080 car;o 4) 2 =-219(loed CII'''' 4) &=2S(Joed cu. 1} 2= 256(1oad clse 11.... =48(1oad Citllt:2} FORCY tltll - FI,st Load Cue 01"11'1' TOPCHOAO 1-5...22, '-2:<:-41,2-3-37 BOT C~ORO 4-8....0.2,-4-0 NOTEI 11 Thi. lJ'ua8 n8S been der;ignltd fo, t!'18 wind load'li g.nerated by 100 mpr, winds at 25 n aDOve I)round I.vel, \Joing 7.6 PIi' top Cl'lOfCS (loed kll1ld end 7.5 ~t' Donom cno,d deed )oad, 100 ml 1rom hUfrio,,"e oceanllns. on an OCOup."cy c8leQOry 1. condition I enclosed building. 01 dimensions 4S ft by 24 ft with exposloIra C ASCE 7.93 par UBC97fANSl95 If end ....rlieeI8 or CBr1tilever, .)list, tria... ere e)l,oosed 10 wil'ld. II porche& el(il;t. they are not eltposed to wind. TM lumber DOL increase Is 1,33, and the plet8 gfip Increase is 1,33 2.) O.lltQn 10eO 18 baaed on 30,0 psf SpllICifi8d roof snow bod. 31 Unbllhmctd snow !olda neve been oonsidered for tnis design. 4) Thill t'IoIU h&ll be$n de.eigned for It 10.0 pot bottom chord live load noncot'lcurret'lt with anV oll'l8r li....8 load!; psr r.tM No, 16-8. USC-S'. 61 Refer 10 g...der(!JJ for IrlolSS 10 ttlolOfl c:onn&ctiol"\s. 61 Provide M&CMnlcal connection fby Otl'l8rf1) 01 truss to buring plue flit jOinllEl) 4, 71 Thirl tn.~&1I "elS boen deflignod with ANSliTPI 1 -199:5 critorill, LOAD CASElli Standard AugulIl 13.2003 A-.;;:;..,. v...., ..-....11 _....:;;;:;=;;;;;-Nc;.;;;.;;-;;;;-;.D.;;c.:u;;D.;;;-iii;;.;;Ci-;;;E"_:;:;;'i-.EI;U;-~E-.---..-.-..-----.-.-.-.-.-.---.-T.--------- O.lIn\/llklJiOl'Uilllon"'''''''MIT.~ oomef;\Ol1l, T"'o(nIOllll\l!Il.""O'I/)'u~g~p.r.I'IIfW..tl\QloI'l,'l'ldltlOl'.nll\4l~llu'ltluIIlllnllccrnP"fI'nllg!lll' i ... InotaloOllnG 101I1I1IO veori~ly ~lIbblllt7Gfd"'B" pIIr......n..-a ilnd Ql'Ol:Il1l~~CW'flOi'~On 01 comoontnl" rr.l(lOIl~OItJY' OIl:1u11cllnll OCOlQner. ~ was ' C1.nlDn~ eNDIng IJIlcwn 10 1Ot1,1,,... WUCIOOl1OfI.,"'>t(lu.l....O ",.nI"'" DroIf' ""d~IOIIlIIll1'I\lXlrlUY OI'.OlngIQlr"...r.,IllDI"", dlJllng \IClMlNOUon I' lilt ! ~IhYCIt,.lI'!flOUr,lWllllIOMIlll'rmIll\1ltIlll1IiOln\lOI.,III~'..."WII""""'''Il>...'_II;;liIlty;lIl\.llwIIOlnllCl~..Fnra-l'llralllIlICllnllll ! "'lIMllng I8b1fl:"'OIl. qUllllyCClflltOl, llIl""(lt, dIlIYt!')', traallon ~nd IH~OItlIl, ""!laun Ct:5T'&O Qijlll\)'''1!lOInI DStI.08 er.~lnll .$poK1ftwllQl'l. 'rid Mlll.~l ~ >> . T I H'''lIMQ IMlaIlllD 1II'l1l amCllnll R<<lOmm9l'lO.llor1.VIIII.l>4 IFtlI'Il T~.. Pt._ 11\.111..", seJ O'Onolflo Or1v., ,",,101)0". winTle li;Q"! ~ ' €;. ~, Job rusa Trun: Tvpe a., PI, BE.lFOA- ENOf3680 ALLISON CT-WHEATflID ~ ~9887791 I ! 38EL3580 TO' ROOF TRUSS '8 i"I Mateau TrlolU, Inc., QolcMn, 80403 4.2 , SR1 s 10 lIonal) 0:,172002 Ml ek I"dustries, Ino WeCl.AuQ 13 H:J~O 2003 Pago 1 1,1.&00 ,... 7.ZoZ ,.,-> 1).&.0 1II.,J-14 1&+'. e-3-,4 ",,"0 ,->-, IZlJ.-I)./J I '.., Sc:ftllt-1:41UI 4x6 = . ..00 [12 'l 3 6 ~' 2 7 ~ J;:; " 3l1a = . 3.M4 = 6 5.8 = "" '" OthHtt IX YI ...., ....7 [8'0....-0 0 3 01 17-8.9 8-6.2 27-4-0 ;-3-1 ... . , lOADING (pili) SPACING 2-0.0 COI DEFL In Iloe) Ildell PLATES QMI' Tell 30.0 P1814M1 InetslUi_ 1.15 TC 0.80 VefltLl) .0.21 ..9 >999 MII20 189/123 TeOl 10.0 lumDer lncr...s. 1.15 BC 0,87 VetllTll .0.48 ..9 >882 seLL 0.0 Rep SV85J Inc:r YES w8 0.59 Horz\TLJ 0.10 6 nlo BCDl 10.0 Cod. ueC97/ANSI9G 1 $f LC lL Min IIdefl - 240 W.i9nt~ 85 Ib LUMIIER TOPCHOF\O BOT CHORD WEBS 2 X 4 SPF le:50F 1,6E 2 X 4 SPF 18EiOF 1.6E 2X4WWStud BR4CINCl TOP CHORD eOT CHORD St'lC!t8theG or 3.'-13 0(; purNr'IB. "igld ceiling dir.etl\, applied EllCgpf; 3 Row!; II 114 pta 2.6 RfACTIONS tlb/sj,ze' MllIlI;Horz Mu Uptirt 2= 1487f0-3-B, 6 = 14157/0.3-8 2-32(1o&d Calle 51 2=-319(1olild eoll$l!I 6l. 6o:;-519!1ol1d Close 61 FORCH llbl - Firot Loed Cali''' Only TOP CHORD '.2=19.2-3 =_2987.3.4....2688,1-5-_2596.6_6=_2987. &-7 -19 BOT CHORD .1-9 - 2826. 8-9 =, 936. 6-8:;.: 2828 wEBS 3-9=-532,4-9",771. 4.8:.771, ~.e:<,-532 NOTES 1) Thie trun t'11llo been d8&lg08d tor In. wind load8 generated by 100 mph winds 81 25 lllIbo",. ground le\lel, using 7.& p.f lOp chord delld lo.d end 1.5 pat bOllom chord (I.8dl08(1, 100 mi horn hurriCane oceenline. on an oc:t;upancy categOry L condition I ene.l09oo buildirlg, of dimensiOns 45 ft by 24 if with expCleure C ASCE 7-93 per UBC97JAN919s U end ",erticals or cllntile\lere Illi$t. lhey 9r. tllll:losed to wind, II Dorehe!; 8xis[. tl"l.., er. not e_poled to wind, TI'l1 Il.ImDer DOL inerlOl_ is 1.33. end lhe PlliUG griD il"o....se" , .33 2) O."'gn toed 1& l)e88d on 30.0 psf :lp.cifi~ fOOl 8noW load. 3) UnblJl&ntled Snow 1Oac:l8 T'le"'8 bEH'" cO"$id.red for Ihia deSIgn. 41 Tnls trust has been designed tor 8110.0 pst bottom enord "vetoed noflconeUrrel'l1 wilh!mY otnar 'va lOada p.r Teble No. 16-8. UBc..97. 51 TI'll& lruee hss been design.-cl ....ith A.NSI/TPI 1-1995 crileria. LOAD CA8l~ljU 9t8n<l8f4 August 13,l003 ..,,,... v~ ...... .;;;;;;--;:;;;-'-;.;;OT.;;.;II-:;;;;;_;'CLUCHI.-';;;:RRu_;a;;;;(~~-.,;.;tif_u;.E'-'-'._..._~....__....._----_.- Oltlllll" ".~o Il:Ir 11M' 0l'1, wWIl11fTP: c;gl\n.e'l_ T"'1I0"'ll!' 1111.>11..0 I)l\ly "'I>>" ~r,,"~,,, '"~ 111\(1 III II>!''' InllMOllal tlullOll'lO OOIflOCl"'nt lQ tll: '.......Iad 1Ir101lllaCkiol ""'CDIIy ~IClltlllllyorOllQjiVIlllllam.MII~ '110 Dl'OCWlnDQI1lorll\ll)/\ nt~""l ~"Wlon~",oI0~1ldlr>e 0..11I".... I\CIl "'... 8""",,,,", a",.,1 all","", 1.100".....1111 ...nootl oJ I"dt"'l)ulll...ll .....m~.., QI'Wy A(Ic1111QI\.I....po."'Y I:I",C.I\O ~ .I\IIU'" ''III\)IIlly 1'''''1111 CO'l'W\lClI(lI'I III In' ..1(IiOO'IIltII"".,......"'i:IIlI" AddIlIcolalpwl'ftWl.....blUlllllot~.O"...IIM1'UC:.......!II",'...PQn..DlttrO'...O'!lOlnIlO"lllnlllrrorllonef..il\llgen..Q m,."",nIlIllDkooVOl\. qu.." conn! 1IIOl'.~, 0._""", ''''IlelIO'' ."0 C"c.I'lI. C'OI\_ ~T," O"llIIlty $111110111'0 OSIHM il'aoInQ $1I.OlTlClll,on anll HIS.at "."(IIng l~g anll 81l1c:Mll Rll((lIll"'lIn4l1I01'lIwAIIIICIOI1t/lm '!'N~ PIII'<lln:MLI'C, !Ie) D'O"oll'lC Drtv., M,.sl..o~, WI 537111 ,."1 i I I ~ I I I ,~X Tru&8 Type I Ql. P'. 8El.FOR-Ot;NO/3550 Al.USON CT .WHEA fRIDGE I Job r"", FlBB817>>2 rolA ROOF TRUSS . 1 i 38EL3680 (ODlicnZlIJ 80403 4.201 SR 1 $ Oct 17 2002 Mirek. h'\du"ri.JI: Inc. Wed .1,10 13 H9:02;Of200J P;;ag61 , ):i!nh Pla'Dlu Truilot, lnc" GOlden. CO . ,.... ,,,., 1J~.O N.1" 1M.j.. 6-3-,4 :n.o.() '.N 28~-O 'M $(;a1". ':46.7 4X6 == 4.00 fi2 3 2 "" 5 N ;iJ <i> 3..8 ::::; 6 , 5x8 ::::; 3)(8 = 31.4 = P'hlt_ Oft",la X.VI: [7:0......0 0-3-01 240 CSI DEFL " (loci I/Cl811 PLA YES GMIP LOADING tJlafl &PACINQ MII20 16Qn23 Tell. :10.0 ~t66 lncr.18& "'6 Te 0.60 Verl(Ll.l -021 '.8 >999 TeDl 10,0 Lumber Increase 1.16 BC 0.S7 VerUTL) -0.48 '.8 >662 BelL 0.0 R&p StrOH lnet .ES WB 0.69 HortlTL) 0,10 5 n'. SeOl. 10.0 Cod. uBC97/ANSI95 let LC II Min Ildeil "- 240 weight: 83lb ...,., ..,., \7..e-" ...., 21.0.0 N.7 LUMBER TOP CHORD BOT CHORD WE8S 2 X 4 SPF 18GOF 1.SE. 2X4SPF lS60F 1.SE 2X 4WWStud 8AACINO TOP CHO~O aOT CHORD Sheathed or 3-1.13 OC purlins. AlgId ceiling dirl!lctly applied. ExCtilfJl: 3 Rows 9' 114 pts 1-6 "!ACTIO'" Ub/5a.1 Me.llHorz M&.-c Upllfl , = 1 335/MGo"1iII'licel. 5 -1467'0-3-9 1 =.76(1oed CSSlJ 6} 1--384[laad caoe 5). 5--519(10815 case IS, FOIllCES (It11. Flrlllllood e,,_ Only TOP CHORD 1-2-.2887. 2--3=-2596 3-4--2596.4-6 =-2987, 5-6,=, 19 BOTCHOAD '-8...2826.7.8-1936.- 6.7=2826 WEBS 2-8=-532.3-8-771.3-7=771. 4-7::-532 NOTEI II Thill tru$J nos- beG" dflBlgneCl10r the wind Ioad.s 1I0ntlrttl.ct by '00 mph windls al 25 It above ground 19'1,1 1.I1llng 7.8 pef lOP eh(lrd dcllld IClod and 7.6 psi llohom Cr'lOrd dead load. 100 mi f,om k,.mic:ol'le oceanlin,e, on an oetupsncv C8tegorV L C:Or'ldtbon 1 .nclo:sod I:n.lildin9, of dimensions 45 II Dv 24 11 with e_posur. e ASCE 7.&3 per uBC97!ANSle, 11 end ".rtical$ 0' car'ltMvet$ exisl. they life f1l1"poaed to wifld. If porcl'l8!l exist 1hey .re nOI .xposed to wind, The lumber DOL Increese IS 1,33. end the pla\e grip il'lCrentl is '.33 21 aesiQn load Is b8a8CI on 30.0 Ilst 8Decified rool snow load 3) Unbo18ncsd anow toads hsve been consider.d fOf thiS dl!lSigfl. 41 This truss hss been designed tor a 10.0 psi bOnom cho/(Ilive loed MnconCur,ent witl'l 8ny Olhet live lOilOS per TebleNo. 18-S, USC.97. 6) A.-1., to gi,4erjsl for truU 10 tru&!i conflectiona. 6) Thill truss 1\a8 Deen d81llgnoo with ANSJrTPI '-1995 criteria LOAD CASE(II Standard Augu.113,2003 _....... -: v.,.... ;::";;;:;';;;;;:;;;';);;;:;';~-;.M.'_.I.;c~_.~-;;;Ei;EFi'itf';;;;;;f..;;a.p~.iLid.--...-.-..-........-.--.-...-----.-----. OIldllfl.....WG IIDIllu 0/11\1""11'1 Mlhk OCl'lnall\Cft, Tl'Illllnl;n III l)jl'Il'OOI'IIyIlCOo'l c.,_._ ..._. ,..d ..lw''''~O,_..tluI10lp; '~con""III;>De ~r:= ";~~~~~.=~~'o~~~:~r=l~~=~'=t 1~~=~:~~~~n:~~.~~~::~I~=":~~::I;>~~~ :'. _"!lIIlil)'aI'IIo--'er A40~OIlIlllI>,",,""8nt~I'1l""'" (1'0',....11 ""'..,..",...., ~O"'IC'IIIll) 0'1 UleDYlIQll1l1 QOlQnCf Forllm"ill ~GilIlc:t "'ll.~I... +.b<k0'll1;>n. Q\laIlllV o;on~. ""111' OllllY1'Y,_ OI'9'C'1lDn ltf1ol;I "ri:l~;, oonSll/l QST.IJ iJllIIlI1y SWlQarll, csa.ell8l'al;lng 5pl<:ilIcatlCWI tlld HIB.lll H811clMIIS IU....llrl. ""G a"c/Prll FtoCO"""""<l'''oIlIlYlliNlbl" II'om TN" Pie'" Inll"ftllCI. ~ C'QMl\'Io ~Yt, ~IOI~.n, WI$3tllJ ~: ~ ~jJ .. ~ ru.. rvn p& IV V LFOM. ENO/3 A\.\..I CT. EA,TR E A9BB779J ..a3i80 T018 flOOF TRUSS (0 tionoH 4,201 SR' s at 17 20 MiTak Indvslri68 Inc. W&Q Av" 13 :02~01 003 Pega I n" P1.t-.u Tru&s, Inc., olden, 804 3 ,..., ,.... u~.o 11-3'14 194-14 6..3-14 21..0.0 7.2-2 Jl.HH) H< Scal~. "JoJ.l5..1 4,,8 ::: 3 4,00 [T2 z ij N ~ o o 3X8 = 8 3x4 = , 5x8 = J...6 == ..,., ..., 17.s..g ,~~ 27..0.0 &-.3.1 P1.1e OU..ts (X,YI~ 17:D-4..o,O-3.01 240 OS! OfFL ;^ (loc) 1/08fl PLATES GRIP LOAOtMG (gIn SPACING 1l!91123 Plat$ll Increase 1,16 TC 0,80 vert(lU .0.21 '.8 >999 MI120 Tell 30,0 ~.4a '.8 >662 TeOL 10.0 lumb4tr Inc:rease 1.15 Be 0,8' Vert!TLI eeLL 0.0 R&Il $tres.s lncr YES WB 0.5S HorzlTl) 0.10 5 n'a BCDL 10.0 Co" U9C97/ANSI9!5 1st lC LL Min Ildafl ... 240 Weigh(: 83 Ib LUMBER TOP CHORe BOT CHORO WE" 2 x 4 9f'F lC$.50F 1.6E 2 X '" 9PF lel50F l.6E 2X 4WW SluCl IAACING TOP CHORD BOT CHORD 9I'Teatned or 3.1-1 3 Ot purlin$. Rigi" ,eiling dlf&c:tly lIpplied ExcePt' 3 Rows 91114 pt$ ,.6 "fACTIONI IIb/sazel M.I(Horz M8It~lift 1 = 1333/0-3.6, 5 _1467/0.3.S 1 =.78(load cu. 51 1...384l108d C8B9 51. 5-.S1911oad case ISl FORCES lib,. First L08d Cass Only TOPCHOAO 1-2::0.2867.2...3-.:2696.3....=.2596.4.5..-2987,6-6;.: 19 BOTCHORO '.9=282~, 7.8,,1936. 5.7~2a2tl WEBS 2.8-.63.2, 3~8=77'. 3.7=771. 4.7-.532- N01'U 11 This 1,U8S MS been do8igned 10r th8 wind lotcl, generaled by 100 mpn winds €It 25 It .bov. ground level uGin; 7.6 "S1lOP cl'IC)l'(I deed lOed and 7.5 psf bottom cnord c:t.ed lcIe,d, 100 mi tram h....(f~er.e oteenllne. on an occupancy category l. condition I 61"1closed buildirlg_ of 13imens;on, 45 1l Dy 24 fl witn eKposufe C ASCE 7.'S per UeC97/ANS195 If end "'8rttctlls 0' contile...ers e.xist. they llEl expoaed la wind. If porches e.ist. Ihev are not ..poeed to wind. Tne Iumb8' eOL increase is 1.33. and Ina plete grip ir,crease 15 1 33 2J OHi;n lolld m bill_ on 30.0 pst SpltC;lied rool snOw kled. 31 UnbolanoH stlow 1O&dt have .been cOl'Isldered jor this dosign. 41 This truss nee been designed far a 10.0 Dsf bottom chord Ii.... IOlld nClncorll:a.,1ff.nt w;lh any other live 10&05 Ilor Tobie No. 18-8, UICe7. 61 This Irutl "'88 been deelgned wltn ANSIITPI , .1995 c:rit.rilll, lOAD C.....EUIl Slandard AUllu.1 13.2003 ,,~.v.rt""II" ,........;....... .....;;;,;a-;;;;.I._~_-.ii.-__;c;-,;;;q._7~"-_;;U;.U8E---.----_._---_._--- - - ---- -11.-- I O""lftllllicrforIO&aQl'lly""" Mrr_c:o~"'ttot'I TII.crM'.".. b....cr Of>lyUpoo'lp.tt_". ~ ...0 1t1Oi"'IF\ClI"'OuIl0\l11ClIngeoll\PCll'l~F\1 to ~ ~:::ll~~::::;:,-r:~rl=::: ~=::~::l::~~,:r=,I~;~:=i~;:'=:~:~~":~~~I~1 ~~:t~~~~ ~~.. ! ~1'''~IM,nr(f\Ql' ~1I111""lIl\lll'Illlrll~r\1I0111Il1OV<<1lll Mf\lOlU,.1fI lII,raIllOI\lllDlI\Yo'lIl4l DUllI1n1l GtlIIl"tl' "1If1,"...'19\1ld.,,~. NOMIl'"a~r\, QUIlH~CIllWl:lI DIONgll.OIoI\lIlr'y 'r~lon llnllllrlcln9 con.~. QBT 88 au-,~ Slero6ard OSB.at &t.c"'O ~ClI\CdOr\ ,"CI "15 61 ~ 11 ~ I ,< "lmCllllDlrtdllll'll.n1l8"l*loReGOmm."'idorl'lIllllllllllfrOrnT~Pllltl":wlult C1UO'OI'OfrloPnllt MtOIlOfI wlm1t I il-W~; e '( ..J;J ",,'.'" Job 'UBI rus. Type QI, Ply BE.LF R.GEN !3!560 ALLISON _WMEATRIO E R9BB7794 38El3680 T02 ROOF TRUSS 3 H OM Pleteltu Tfu88, Inc.. 01..1'\, 80" 3 4,20' o tiOrl6I) SR1 s OCt 17 002 MiTek Industries l,.,c. WfJd Aug 1 J 1 :02:02 003 Page 1 ,1-6.(1 ,.... 5.1..,0 15~.10 10.0.0 4-1 HI 15...0 4-11-6 21~(l 6~.10 ]3.{).o ",.. Scalf!" '.3Ba 'h:6 = 4 4.00 [\2 3 '" 6 3..8 = . 31(4 = . 5,. 3.8 = Plote Oll$.ta IX, Y ; 18,0-3.0.0-3.01 2.0-0 C5I OEFL ;n (loci II00fl PLATES IlAIP lOADING (psrl SPACING 16BI1 2:l 1.15 TC 0.46 V.rt(lLJ .0.13 9 :>999 MUZO TCLL 30.0 Pllltes 11'1l::r&8&tl TCOL 10.0 l.lJrnbmr InGr&a8e 1.1$ BC 0.59 v&rUTLI -0.27 ... >957 BCLL 0.0 Rep 9cr..8 lnor YES we 0.4B HonlTLJ 0.08 . nl. SCOL 10.0 Code UeC97!.ANSI95 1st LC U Min IIdell - 240 WeiQht: S8 Ib 106.7 ,., 1400-9 5-7.Z 21-4.0 7<;.7 Lu~A TOP CHORO SOT CHORD WEB, :2 X.SPF 1el5OF 1,5E 2)( 4 SPF 1660f 1.SE 2)(4WWStud 2=11921()..3-B 6-119210.3-9 2=2elload CiiS9 5) 2-_440Uoed esse ~J. 8-.440ilood cue 61 BRACINC TOP CHO~D eOT CHORD Sheathed or 4-3-1 oc purlinG RigId ceiling directly eppli&d 2 Rows !II 1{3 p1S Except: 2-6 REACTIO.. IIb/sizel Me.llll-4ofz MexUpnfl FORCES IIbl. Fir.lloeCl Cose Only TOPCHOAO 1-2.-19.2-3=-2361.3.4=-2045,4.5--2045,6.6....2361, 8-7=1. BOT CHO~O 2--9'" 2223. 8-9 = 1 ~33. 6.8"" 2223 WEBS 3-.=-416,4-9..603, 4.S-603. 5.8....416 NOTU 11 This trUB8 hall been designed lor tl'l" wind loeds eeneret~ ()y 100 mp/'l winda at 25 fl8boll8 ground level. using 7,6 ptt top e:hOfd deeClloec:J 11'ld'.5 pa1 Douom C/'lOrCl d8ed load. 100 mi from hurrleane oceanlil'NJ, on III,., occupancy category I, condition I enclosed bl.lilding. 01 dime'1sions 45 tt by 24 ft with ....po-Sur. C ASCE: 7-13 per UeC97lANSI95 11 end verbcals or c<ll'1tillJllers OJliSt, In_V ere upo1Sed 10 wind. It potches ellist they are not e...posed 10 w....d. The lumb@f DOL inCf&8se is 1,33 enCl11'1e pllte orip incf&4Ise is 1.33 2) ONign loed 18 b8Md on 30.0 P81 9PGclflect roof 8l'\OW !oed. 3l Unb.lau''1o.d ,"Ow loads heve: biNI'\ considered fot tl'lie Clesign. 41 Tnts trUBS ho, beon desigrllfd for e 10.0 psf bouom chord live load nonl"'.oI'lC::Uft1!!,.,t witl"t JI/"IV elt"... ti,,"lnJld~ per Tob+o No. 1(1-8. tJOC-97 , 51 Thill: Uuel'l.l!h!l Dltil'n ClesigMd witl'l ..NSlfTPI1-199S critetie LOAD CUEISI S.andard AugUtlI 13,2003 -.-....---..-.........................................-..........--.-...-.................-.--.-....--.......--....-......-..........-.....-.-.......-........................... "T- w.....~.~v.'"- ......M...-.... _III ItEM NO'l'Ee OMTHllII oUIID ..a.uoao MlTIIlC .1''''''.;1 "".1[ "f,na HFORIE UDE .---- --~ Do:>lIIIll" vallO fDf_lInly...., tMr"O(lnnolllOr'l T~1504SlQIII5 Illmxl o~lyllOO/lllll.1I""l'lOft5l\_. AntllllW'" ,..oIi..6~~b"'oId,... ~II"'" 10 In' Intlallllllllllllloadllcl ""rtlCldy. AppI~.b,tllyotd..i~.. p.r........".....d ""II"",,I"'"'PO'aI!QI> \It'O/TCIOn!ll'l1 ".~iJIOIIjl'w'ol DIIIkUng Ualgfl.,...", 1"'~1I ol"....... a....... "h_ 1.101".....1 sullPWl of JnOlVloualwlID ."."'11""" ""'" A6111.1I"~ lllmpgr "rllal"; 10 1".~1'1O IlWtlIIlly O...."G _.1_ '. .~.. "",_nlll4~Il'l~. ....cIClI' "'ddl"'nlll POIlO\II"O", llfaOll'lQ Olll'lltOVlt'~11INO",,,If,I...r_"I'l&;:l,, qt.... ~.d''''_'''.. "org9<\.'Il!lIuIQlIn'lI I . _ . ""'l:Ierdl". '*"'1I11l1l, QlIlllIllrOllllVOl. .\OIQOII. Q"hrwy, ,..(!llo" lU.1! DFlCI"lI, clI.....M OST.as 0......." -,_.>d. Q~D'M tl;'~"1I '$C"~C1l!(,eIOl\ ;Incl Hla.&l . . ~ ~:;,. 1\' I )1."ol'..Il.......I.....1'l6inoans1ItIlCO_dMlClll...llIloOletnQl'llT'fua"PlOltIIlSlltlIll,583 D'OIl;omoonv',Mll-dI1Q11,WIS31'te I tf ~ ~ ~'';' ! "'!Sr;L':n'Iit.;lIJ';,'"",t"'al'#'-'-"''''' " GI .... ." ~ V) ... J> J:>. E m . ~ - "< m ;;I .. '" X m III 3 z J> '" .... G1 .... J:>. j;i g C" GI .. J> 0 J> ::l - 0 . . 0 on ~5" n- Z -0:0 - g-- 0-0 ~ Ql"Q..QQ,~ 0" ~~.~ i6 Z~ --0 ~ z _.Q, "Q, G1 _o- m . 29.3 3 ~ no ::!';C1 o ~ ~ ffi S.~ 2iD~ ~:.~~if )> "-s. H ~E.=' ~ tl ~ , z [:l go.o. !l~B- o,::::j<..;) ~ 0 B 0.'0 0 n.~. g9;Q. o co 0 [o-aag: ,g- o. "::l, 0 ~ 0 -c "2.~- < ""~ _ ~Q =;':1' -0 :"0 ~g, 9.0 i::.!!!. 9.",~ ~p. ~.~ ~g !! (l)::!'; ~g8 :l. 0 m Fg Q.g _00 fro ~ it ~9.g z ~~=> 000 1O!2. '<9. cii o~ 0;; --=> ~ ~ ~ . ... -~ :E 11:1,._ o o- J> "8~' 0_ '3'''"5' ...- ro 1/-11 =~3'3 ::l a.j!l ~ro ~~ ~:.. <5 ~i 1l ~!. 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"Q Vi- () -ODe: E"e: oc:: 0-" ~~ <5 ... 0 00 3'0" ". 0 O() ~o-." 3~ -.~5 0" ro"o rou ~ 0-0 8.2,~ ~~ R 3'0 au 2- 3'1. -" :~'Q ';70 o - "'~ ~o -=>,,- >.n ~ 3 ~u ro g~ ~Cti Q _n ~~ _.0 0- l<:03 ~ "l<: - - < I g!t ~" 2 2.0' ~~o 0."- (l)m(p ~(; g- -ol<: "g~ m Q-- 10" cn- o Q, ~ 0 p~ -.'< -0 o~ it G) 0 " ~8 3'"n =>-0 ~~- oOQ 00 ::0.'0 lDo ~3: H 0.- '9-- o " 3 0.- -0 ,,"'::7 0. Q::7 o.~ ~"8 ~. f'~-2 "3' :;:l o.f1 ~a@ . 0 s.~ a;Q.~ 0"' oiS '!.~ oro- Ii 5l ... ttl - ~ ~ 0 ' o;;S -,,0 Q _ro ;-~ Q.3~ o.roo -Ii .gQ. "._0 ~=-~ ~ 3 (O:.l"cr o !!!,~ :r~ ~ !f~ 0 ~~'i' ."i, I ~ll 20. ~~5. Q~- UO o.Zro ;;Q 8jg \Dc';: 9.~ g:{ g :::l 1l- o~ 30 '9.$ 0- 0" ~ ID ~ ~! na 2~ ~ttCT> Q.:{ 0Q. 3 ' 1l-lI:il ~ " ~ Q.(ll :f~ ~ (Ii ~I "'0 . ~ ~ .J:> 5~ 0-0 !:t ::7, ~ ~() _:;.:c 0- ' 0 -0 02 g- ro -. ~~ ::11 3 - o.! - 0- _0 h ~o3' ... !l _0 ,. - o . -Ill B~ ~o p.il~ E""'P- m ro ",0 ~g ~ 0 ~ 9.3 00 o ~ o ~ _=-Sl. Qo. =,0. 2.~ nO 30 QOc 3::!1:;: 0.. >ii 0 iio. ~ 0 ou "" <ii. ~ ~c: J 0" -0 ~.;; - ~ '" -3 00 < n ~5. ~Q :f'" ~~ ug 0._Q. gii ~. " 00- 2:0- -03 =a lIQ ~08 ~g. 38 Q,(tl ~ ,,- V1 m g <E- ~o. ' -It 0.0 <" - 0. ~~ 00" e.". go. ,.~ 01( .il. 9.S; o- r? C (:l <=0 0 -~ ~5 -'l. ~,!( !lo t5 3' 0.-,:1 O'tl. o.~ ~- 0 .:l\J'="2 .::(0 ~- II: m Q -.0 o.Q _0 ~ 0.<0 "m c"() 52 lO E~<O -.. ~o -0 3. 'n ~-o 3'5- - ~ 00- w. ~ ~ cL~.. 8.-1t 0:, ~ 8 n::7 -~ ? ::. (!) ~ ~~ ".-. ~.c E ~ ~ il o ~ o~ ~a ,~ gO ~. "'''' _a. 00 "Ii 0 - 6.e. -'" ?~ =,;;:'.j' co Q.C')::t: -~ , ,,- ;Y.. ';7 5' 0' il.9. 3';'> =;':J Q!l- 0- ~ .... '< ~ ~- !!,~ g _0 ~:~ 0.[\ 0 - !i! roo 3 ~ 0 oa. =-Q h 0 ,,~ j -< 0 " 0 <YO 0- 0 Z 9. 0. ~ 0,,, ~- i6 1J g:Q..a. -~ 3- 0 ? 0 '" -< - g <n V> .)co TrlolSS T,I,I's. Type Qt, PI, 8ELFOA.GENOI3S60 AL.LI N CT.WHEATRID E R9887779 31EU660 CJOl ROOF TRUSS 3 l1igl"l iDtet&8U Truss. Inc., Go.lde/'l. CO 8 4. SRl S Oct 17 2 10 lional MlTek InduetriB:s.lnc. Wed .\.Ig 13 16:01:51 200 Pogo 1 4-1.' ,.,., 2-0.15 2+15 6.::8 -::BcIlIY;41S-.1' 2.83 f12 ~ 3X4 _ 5 M.,6 ~g.,S Ploto Offll_ts [X.Y: t2:0-1-4,0-1-81. [3:0-0",0-1-14] lOAOIJila (p81) SPACINQ 2-0.0 051 DEFL on Iloel 110811 PLATES GRIP TeLL 30.0 '18\&8 Incr.lI~e 1,15 TC 0.67 VertllL) .0.00 2 >999 MII:20 1691123 TCOL 10.0 Lum~' InCf&8S& 1.15 8C 0.06 V.rl(TU o,oe '.2 >372 Bell 0.0 Rep SHUll lncr NO WB 0.00 Hor.rITLl 0.00 5 01. aCOL 10.0 Cod. UBC971ANSl95 1st LC LL Mil"l I/dell - 240 Weighl' 9 lb LUMIEf'i TOP CHOAD BOTCHaftO WEBS 2)(,4 SPF No,2 2X" SPF No.2 2 X" WWSu.d MAtiNG TOP CHORD eaT CHORD Shesll'led or 2.9.16 OC purlina. eXC&DI &nd \/9"iolll$. Rigid ceiling lJirectlv applied REACTtOfII. IIb/eltel Max Harz MllJcUCllift 5 - , 38/Mechanic:el, 2 ~ 304/0-4-1 6 2 c 1 06U08(1 eeee 41 6 =.60(loede996 3), 2",.231(10atlC88e 31 fORCES lib} - Finn Losd ellS. Only TOP CHORD '-:2 = 19,2.3=0,3.4--2. ).6 =-115 BorCHORD 2-6.:0 NOTU 11 Thj5 truss has DeeM lJfHlign8d for Ih, wind IO~IC'8 generated bv 100 mph win".! 81 26 rt above gtound levol. kJlinO 7.6 psllOC1 cnotd d."d 10." afld?! p8f boltom chord d.ad loed, 100 mi from Murrie,"e o~anline, on an occup.nov colJ,t.gory I, l::ondiUon I enclos-d buildir'l9. 01 dlrnenalornl 45 It by 2.4 it with hpoaut8 C ASCE 7.93 per UeC97/ANSl9S 11 .l"Id verticals Ot cantilevers elCisl. In_v 8'8 ..poasa to .....Ind, It porches ..,St Ihoy 9r. not .pOlled to .....ind. Ths IumbIJT DOl. 'T'lOteo.s8 is 1,33. and tM plllte B"P ,flcreue 'I!l 1.33 21 OINigr'l \(led la b8eed on 30.0 psf lpaeified (oaf snow IOild. 3) Unbelenoed snow lOed8 h8ve been con6idllred for Ihie det;iQn. 4) This trusa "8lI been de.eiOl"l9d for -II 10.0 psI Dottom chord livelood no....conturrenl wIt" any other \iv.loads p.r TatH No. 18.B. U8C-97. 51 R&fer to 91rdo'18110r Irun '0 tr\.lSS I;Clnneetiona. 8) This ,rUN 1"IIS b..n designe<l wIln ANSIIT?l 1-1995 cr'l.ri,. LOAD CASfISl Sl8!'1detd Augu.t 13,2003 W"f......._Y.ol...4::;:;==.;.d-~~;;-_Q-;.;:.;~-;.;DINCWDU.,.iiCi;;E_CEPgE_;;;liE7ou~-;,-----.-..-...--.--...-.---.--- ~.----- '.--'1 o.~gnv..~IIWU_Q/lly"""'Mf'__C'onn,e1Ort rnl.dNl9"'I4I0".ollnl'fUDOnllilr~:rn0\ln1 InQ"IOl'III'!nOl~a\CUllOin'II;DI1'Ipo'I...I\gtl. flItl , IrlllllllJClllrld f()MI.,j..wllMIIy AAlilleltllllly III Onlllll'l o.tam.nll!l'II..,G prODl"ln<:lI."cnllon 01 tomccn.lIllJll1osoanl\llllty OIlN~Glr1Il onlllner, nQllNfI i O"Ia""'. tlmon. -"OWIlII."UlIll1\1M1Ol'l afltlllMlIUIlwellmembll'1'II 0I'lIy, A4OI~ll~O....,.brll(jllg lQ Inau....tyclUllnll OCMINCIIOI1 1lI 1'" i ""'9OI1"'tlllJl)<"trlll_. AdcIitlcwo~f*"'IjM11( ll~ngoltne evlltll SINtIll,.I, 1M ""po,,.lllllIb'OI "" l)..o~"lnll c1Wg...er ForglnlltllU GIIll)lncl I ""9"rdlnD tDDrlIIIItICII'l, IUemy 00I'lN!. IJIlrllllll OIl"......,....:Iion .nO llnIcl'Ig. CQtISIlII CST.86 OuIUtI StatUI.ro Cl.ss-!19 "acln1f !.~It~bll'" ....d 1'118-11 ,~Ji ~ ,'I(' I "MalnD ''''llIllir1i .,,0 t<Qd"6 Alalmmlllld.ltlQflIilVallaDk lrOm TN.. "'1_ ,",,1_.!l63 O'O..~ O~.'. ~4dlt.ll", WI S3tUI ;..~ i e I JOO Tr\J88 ruae r vpe alV Pl, BEL OA.GENOi35 0 ALLI CT.WHEATAIO E R9aSH8D 99El381O CJ02 ROOF TRUSS I1tgl'l Ole.u Try.e, Ine" 0 an, CO 110403 .,201 o lionall 1 /I Oet 17 2002 MiT.... l!'lduetr & I"c. Wild Aug 13 1 :01: PlIIge 1 .2-1-7 201.7 ...." U.'5 ~ GliB :6cl'lI/l: i .~'." 3 2.&3 [1Z" II 3x4 = 7 5 M.,6 Mo" Plat.. Off8eta (X VI' (2'0-1-4 0-1-81 13'0..0-70-1,14] , lOADING Ipsl) If'ACING 2-0-0 C81 OEFL '" (locI IIClell I PLA YES GRIP TelL 30.0 I'llll...II: lnCt&8se 1-16 TC 0.$8 VlllrULLI -0.00 2-' >999 Mll20 1&9i123 reDl 10.0 Ll.Imb~r lnareaae 1.15 8e 0.00 V&rt(TLl 0,16 '.2 > 173 BeLL 0.0 Rep StrlllSJl Inet NO W8 0_00 Ho,zITL\ 0.00 5 "" BCDL 10,0 Code UecS7/AN$195 lMevUc) 1 Sl LC 1..L Min lldefl : 240 Weight: 91D LUMBER roP CHORe aOT CHORD w,es lX 4 SPF No.2 2 X" SPFNo.;2 2X4WWStuCl BRACINO TOP CHORD BOT CI'40RO Sh6D-tI'1.d Of 2-9-16 oe purlins 9)[091:11 end v._heftls Rlg;CI cOlling directly applied. ..e:ACTIONS Ob/8ile) M.)Il Ho,z Mex UplUt M..xQ,8'tI li... ZelM1llct'lenlcal. 2... 37010.4.15 2 = 1 OStloed C9$8 4) 2-.334Uo.d C8!l! $) 6=Sl(lOad ease 2L2-3701108d osee 11 PORCEI lIbl. Fil"&t loed Case Only TOPCHOAO 1-2-38.2-8=.39. 3.ei=-31 3.4-.5,3.5...., SOT CHORD 2-7-0.6-7<:;0 NOTES 1) This trLll1 haa tleen de8;gned for the wind kDds gl!lr'lerele<J Dy 100 moll winds !It 25lt ebo..e ground level, Ul/.ing 7.15 p,01 top chord d..d load and 7.6 pal Dottom c!'lord dud lo.d, 100 mi ',om t'lurrleene ocesl'lhno. on en oC'cupancy C'l!lt-oo'y I, oondllion I snclosed building, of dimer'l8iOn8 45 It by 24 It with UPOlu,f11 C ASeE 7.93 per UBCa?!ANSI95 If end verticals or c-entiI8...-ere 8xll9l, tney 9'" exyosed to win(l. If POfCI'l68 eXIst. tney ar" not exposed '0 wind. Tne lumber DOL incre.sa is 1.33. end tne plate grip increase. 1 33 21 Oesign lOed Is based on 30.0 ~t 5p.oilted rool anow IOS(I. 31 Unb.fanoed snow loads hove Deen considered tor tnis desior'l. 4) Thill trl.l1l8 heB been de8igned 10r (II 10.0 psf /)oltom c-nord live 10ld l"\OnCOr'lCl.lrrer'll with en.,. other live lOads por Tobie No. 18-8, UBe-97 &1 ReI... (0 gi,csertsl to, truss 10 truss connectiol"l~. 61 Tnillf\,l'. flail ba&n daQjgn&d with ANSlfTPI ,., 9BS criterie. 71 9p9Clal!'langQrtl' or con!"lec;tionlsl required 10 eupport concentrated k)adl.s) 50.61b I.Ip at 1.3.2 on lOp chord ,end a.7lb dovvl"l at 1 -3.2 on tlOuom chord, Design fo' unsD<<:iri.d COr'lr'llllCtioni9) i$ delegated to 1M blJ>ldlng d&aloner, lOAD CASEllal Slend8f'd , I Snow; Lumbre'r l!"lcr.... = 1 . 15. Plate lnorease '" 1 .1 5 Unifa,m loads (p"l Vert: 1-3--80.0. 3~=.SO.0 2.15=.20,0 Contlnu9d on psge 2 Auguo113.2003 ____.__....._..._...____________.___..._._.__.._....___..__.w_...__....._........____.___.________ ~MI. ""..." "-D'" ,...-..... _It _AD MOTA OM 1'"_ ANII 'IIfCW"D ........ .....II..c:I: ....... .....,..u auoae: UIIII( 0.,.,,,, tIlllI4 fO'\,IU/lIIIywnn Mrfolroonnll:1arll. 1111D d"llIn ID """0"1) ~~I:I"',.,.""......~.IM lalOl' '" l/\oJl'OIO\lIIlIlI.lllCllnllIlOl'l1t1cMlnlkl tll I"NlMlllnoJ10IICl.o~III1. 1'l9_'IIll~oId.....~ ~,..."",nl,"" II'lClDfCIC>>1'lI'Ioo~aUol'l "OOITlDClIOnlll rIHlllflt4D1Il)'OlllUlIllII'lOO'lltllln",. .~0l'lN" :=..~~:"':'::"e:~AO~:=I~:.~:~~llt:.:.;=~~~~u:~~:=;:2~'~e:::il~.;,."=-~ ~:"'OC::'~~~.Vlll ~4flHnllllltllll;4JOf'l. C1Ulllty'''lIfMII '~II". (I.......".,....CSIQn ,nG or4;1nljl.eCflJIJK OS1.'IIQlj'IItr':SIlI'l~. O~I,",W 1III"!;II\8.$p~rtI~~ ""'" 111&41 "1I/\4,,"g InllQll~ .nG Br.iSnS A.IlI>>IIIYI'n.ClAIon lvAll@1I "om T~ PlIIlI In.IlaJII ~J 17000ll'lD ()l~. M.4,~. W15371' -111;-1 I\""T L I m!.ef'>.! Job Truss TrUIII D& QIY Ply BELFOFl.GENOiJEi 0 ALLISON CT-WHEATRIDGE R9897780 3HEL3680 CJ02 ROOF TRUSS igtl ptS...'" (\.l81. Inc., Golden. 0 90403 4,201 iO UOI'IQI) Rt II Oct 17 2002 MITe!\. Indulltri., lnc: WeO Al.lg 13 16:01 :62 .2 90& 2 lOAD CAIIISI Standard Conc."u.ted load. lib) Veri: 8"",50,5 7<::..4,4 -_._----_..._.....__.__._--_._-----_._._---~._-~..._...-------.-----.-..-.-.----.--.."------.-.. -. --- .~4"'11I ~_...... ...11 HAD NOTE. Oil T.... ,-'..CUIM. "TH IUEJt9lCl; P....E MI~""T~ ...FOID U.II II Desllln ~III(J ftlI'~8l1<lr1trwlf'l Mf'I'.,IrcONleclO'" TlIIllo..'glllll cu"a (Inl~\IOonP<l'...........IJhOoWl, lIn(J Ie lor an Indf\fla"alDutIOInll_II," \0:1 Oil IMlIII" ltIld loallllll-...nlCIIlly' ~aTael;n""rlll'Tl"",," .ndprOptrlnCOI1ICO'.'on OIooll'lClonem IsnllPOTlalbilll~ol tluIIOlnll d........... nQlI.....ll (1"1101'1111' BF1ICllng sIlOWfl", 1II;r 11I\lI~...ppOI'I O'IlndMc)lllU...O(I mtlmc.l'll OrIY M<llllon.1 ","'plI<..,.br.,.ltlelO 1rI&\11'1o .lAtlIlIf)' 0",1\11\1 oonSINnon 11'1 Ill" MponMIillly O'IIl11.mvwr AGGllIClMlllll""anllrll brec1nl gl~" QY'~ SlIWIllI"I a J1C1 f.Dpgmllllll~ Ql '", V\,Ollq'"a 0_11'- FGI' lIf114(t1 ~\Ildlf'lo' f1IQa/OInll '-llrltl.#on, aua.~CDIIIII'Ol. 1\DI'lII1l1l, dllilMl"" 'l'1~lln lIlld D'KIn" ~OII....ft QST.&8 QuiNt)' SlIfIlllra, OS8-II' lHaf,lnll ~.eau\lfl, U11$ I-lle411 . ',' ~.: !1QlIlMI'llllllOlllna ana BIWalnll Reccmrn."OIl1lotl....lJ.llatlll fIoom TN" PIII4I"''''., &ll3 O'Q.1Ol1lll on~.. ~i.l)ft. WI 5371' ~ JoO TfUllS Tru,cs Tvoe a,y Ply BElFOA-QENQIJ5,60 All.ISON CT-WHI!ATR1OOE R8eBn61 3BEl3060 CJ03 ROOF TRUSS 1 1 !ol'ltiol'l\)1l High PllIt..U TruBa, Inc:" Gotden. CO B0403 4.201 SRl sOCt 17 2002 MiTek Indu8tri65. '0' Wad Aug 13 HI~O' :5:3 zOO3 Peg. 1 -l-1-7 ;2_1.7 Ul.,6 Nl'lo 6><:8 ~c;a'.:dS"" 3 ~ ol-Q.1S ~.ol-'S Plate Oftaets (X VI' [2-0-1.40-1.81 13'0-0-70-'-'41 tOADtMO ~lIIfl SPACING 2.0.0 CS. DEFl '0 ilocl IIOe1l PLATES GRIP TeLl. 30.0 Pill lea Incr08S6 1,15 TC D,SB VenlUl .0.00 2.5 >999 MII20 1691123 TCOl 10.0 Lumber InCf&B&8 1.1Ei Be 0.08 verllTU O.1e '-2 ::> 172 BClL 0.0 R.ep Slfeselncr NO WB 0.00 HorztTl..J 0.00 5 role BCOl 10,0 eod. UBC971ANSJ95 (Malrbtl , SI L.C Ll Min lldefl - 240 WllIigl"lt: a Ib LUMBER TOP CHORD eOT CHORD weBS 2X 4SPF No.2 2 X 4SPF NO.2 2X4WWStud BRACING TOP CHORD BOT CHOFlD $nei!lthed or 2.9.15 oc purlinJ: ucepl 9nd vertiCtlls. Rigid ceiling dir&ctlv i'ppliiNt REACTIONS l1b/.izel Ms.ll Horz MllxUplift Me.13ra\l !!I_SO/MechbnteaJ.2=397/0-4-15 :2'" 1 06110813 ~&S8 4) 2=-332(1olld cose 31 5 ...Sej~.d ease 2). 2::< 397(10lilcJ coQse 1) FORCY Ub) - Fil'llllaod Cale Only TOPCHOAD '-2.-39. .2,.]...-46. 3-4=-53-5--24 BOTCHOAD 2-6-0.5.8=0 NOTES 11 This trunD hus b.1tn deSigned for ,he wi"d loed! generated bv 100 mph winds lit 2S 1\ abo\f4il ground le\l'el. \Jlling 7_15 pill too cnord dWliId loed enQ 7.'3 pst bouom chord deeQ lOad. 100 mi t,om hurricane oceanllne. on on occupllnov category I. conditio., I Itnclo~d t:lultdlng. of 6imensior-,s 45 It by 24 fl with .xpO$U'. C ASCE 7.93 pe, UDC87/ANSl95 It end verticals or ct'nlillNer!l: exisl, tMv ere exposed 10 wind. If porcne8 exist. Ihay IIro nOI ex.po-.d to wind. The Iumb.' DOL increllse is 1.33. "nd rne plate 9,IP J"cr9989 is 133 21 DlUlligr'l load ill oaaed on 30.0 "sf s~oif'9d roof 81'1OW Iold. 3) Unbalanc:9d snow load$: n/tll. t:leen considered fo' this dl!I.sigf'\ 41 Thi8 trlJ85 "'as been c!eai9n&d for a 10.0 psf bOltom cnord lille I09d norll:::Or'lcurrenl wltn any oth&l' li\l4jl kl.ds PI' TaOle No. HI.8, UBC.S7. 5) ReIer lO gitc!etjll.l for t'UI!UI (Olrur;:s C1or'lr'loc.ion9. 61 Thil tn.l88 hell been d..;gned wltn ANSl/TPl 1_1895 critflri8. 7) Sp":dll t'l8nger101 or cOf'IMcticn(s:lrequ.r8d 10 support COl'lCuntrlllced 108dl81 a.Slb down !It 1_7-8 on bOnom chorel. 090ign lor un.speciliMi connection(lll IS deJeg~ted 10 the buikllng designer. LOAO CASElli Stendord 1) 9nolN: Lumber lne,.eM" 1.16. Plate Increase - , . 15 Unllorm L08dfl (0"1 Vert: 1.3..-80.0.3-.=-80.0.2-5--20,0 Concen118tlfld load. (lbl Vert: 8--4,2 Augua113.2003 _"'''8' v...... ....." 1'1'..........,.. ':;;.OO-M-;;~~;;;..f;~;;';-..eWH.-..;;"-.;_;C:iI-;U-.;;;;";.~;;;H'~~E-.--'--'-.....----.--.------r... O""1lI'lVlllldIOrUlAOIl11"'1Il"'ITQkeCol'lIlICIO/'I..Tnl'd""illlll'tlll"I)QI'lIYIIClOl'lPllt".Jme'\lIn'~(I\.\Ill .ll'ldl':rtlrU\.,..~."'~~.lb\Ill)l"IlCJ)tllpol'llll'lll.:l~1l ' _ 1".UoIOClII'l~ IoaOcMI vQrQlafty. ApcIllc;..~II~o' MIgI'I P'"<'"*llltl'l and OfCOllf In'O~lIVO'' 0' 'O"'$IOI'I""t" rf..vflIIIllIl'fOf tll.lllOlllO OU'QflOf. n0l1l'lJ1I3 1I11G1gner. &",q ltII_ 181Ol".....1 ,.ypclCrl olll'ldl"'O>a1 Wll~ m....b<I~ Onl1 Adlll.QllIU taMllOlaI')' IIfOllOlnQIO lrl8I1f"...bil/br 011"'" CI:I"~"""~OI\ I~ lI'l-a f'{IupgnlllOllll'fOf 1rI1l Ql'tlQW. /'4QIlIljln1! Pll~ ~8tl"@ Qllr'Ic ~"Cf'Qfl :tINCIllr'llID Il\Il ,.......b11tt:r elfIN ""'11"""11 o.tgtIor. Forlil....tGl IIII'O",,,<=,& ",lllIl\1lnllI'llb*IIlflO/l. qualifY Cllnrol, IJetago. ~Ivery "f\laIOl' ",,(I MCll'le. ~(l/'llllllt QST .88 OU.tI\y Su.no"f(l. ose." lll-'"lII ~~Ifltal/On, tlI\4 HIS.'" fA 3 ~ T. :~ ,'/ l1t'1dWflll,..tlMllIIglna Btlcln" R'llCI,"mlll'l~.tlFT .".ll~ "'01'11 TNnPl:atcI II\$~l'. on O'OI'ICIltlo D"'" Mf~'1J01'I ~15Z7\O :JC'1 ~ ex J.' TrUI' TfuS9 Typ. a" PI, BELFOR' ENQ/3580 ALL! N CT-WHEAT lOGE R9887782 30EL3680 GIR01 ROOF TRUSS 3 (0 tlonsl) lQn Plat.au Trus&. 1"0" (3olden, co 80403 4.201 Rl ! Oal17 200 ITek lncluSlries, Ine. Woo ,Q,uQ 1 1 a.o, ;53 2 age 1 5-6.10 10.g,c 15"11 ,..... 11.&-0 ~~~-o ...", ..11.6 "-'11.6 ],a...l<1 2.0.'2 .... Scale = 1;378 ... = 4.00 f12 3 3x8 , " = .. 1 8 ;.1 '" 12 " 1411 15 ,. '0 IT '8 . ,. 6 4'00 = ...,0 :: TH026 ,,8 II TH02S THD26 10xlO :: JUS28 8x6 = JUS26 THDZ6 THI)28 TH021) TH026 JUS26 6";'10 10-&.0 1S../l.1I 1e~-4 2'-tI.O 5.{j.10 ".11.6 4-11," ~~.H 2-0-14 Platd 01T00t8 lX,y : 11:0-3.5,0.0..101 16:0-5-0,0-2-8, [6:003-5.0-0-10, 9:0.4-0,0.e-o LOADlNQ (PIn SPACING ,.(l.O C9. DEFl ;" lice! lidefl PLATES ORIP TeLL 30,0 PlelflS h'l"ease 1.15 TC 0.66 V.rl(L.L) 0.29 9-10 >891 MIl20 169i123 TeDl 10.0 lumber )ncreeH 1.15 BC 0.72 VerllTl) .0.37 10-11 >690 Bell 0.0 Rep s.-,ess lner NO WB 0.72, Horz(TU o,oe 6 ",. BCOL 10.0 Code UBC97iANSl96 (M9Iri,lE) hi lC LL Min Ild.1I .. 240 Wllighl: 312 It! LUMBER TOP CHORD BOT CMOAO WE.BS 2 X 4 SI'F 1550F 1.5E 2 X 8 OF 196QF 1.1E 2. X 4 WW Stud. E)l;cePI- 3.10 2 X 4 $PF No.2 BRACING TOP CHOAO eOT CHOA.D Sh"elh.cl or 6-0-0 OC purlins, RigiCl cehll'\g directly opphed or 10.0-0 OC brl)(lin;J REACTIONS lItlisi;teJ M8xHofZ MilK Uplih 1=6765;0-3-8,6=614210.3.8 1 -.84/10811 csse 6) , =-2370(load (:lIS. 61, 6 =-2627Uoflld CIlle E1J fllOftCU UbI - Firn Lo,"d C4tse Onlv TOP CHORD '-2:0::.15798.2,3=-10090,3-4....10107, 4-5 =-, 1487, 5.6....11386, B-7= 48 eOTCHORO 1-12-16008, 12'-13=15008, 1~14.:1600S, 1'-'4-1500B, n.16=lS00e.15-16-1500B. 10.16= 15008. 10-17 = lOSSiS. 17-' 8-10886,9-18= 10B66. 9-19..10686.8-19= 10886 $-8... 10886 WEBS 2-11-3183. 2-10=-6SUt 3-10.. 58i2, 4.'0=-1433, 4-9.. 541.5-8"" .669 NOTtS 11 This truss h8ll been designed fOf ,,"e wind load5 gOl'lortlled 0'1100 t'T'lph wil'lds It' 2Ei ft above ground ",,,el using 7,5 P1lf tOp cho,d dead load and 7,5 psf bottom cl'IOrd dead lolKl, 100 F'l'Ii from h~lrrieane Ol;\illll'l)il'le on iJn occupal'lcy categOry L l;ondOtion I anl;lO.B&a budding. of dimt!nsiol'l! 45 It Dy 24 II witM uposure C ASeE '-93 par UBCB7IANSI96 If eM \/6Uicsls or CIII"ltilella'! 9...illt,. [My are e.posed to wiflCl, 1I porcl'lee ..in ~neV lire 1"101 8ltpoeed 10 wind. ThelumD8r DOL incl'9l1~ i$ 1.33, ena 11\e QI81tJ grit! jl'l(;r9as. iJ 1.33 21 DO!ll~n IOlild i$ be. on :30.0 psI epecified roof snow lOed. 3) Vnb.M18l'1ced anOw kleda 1"18". b..l'I cOflsicJerea tor thl8 de~iQ'" 41 Thin truoa has *" des'gfled fo, a , 0.0 psf boltom charcJ 1;"'8 load nonconcurrent with any OHler II"e loads p.r Teb6Q NO. 16.8, UBC-97. 51 Tl'lia trule Me been de,igl'led with ANSI/TPI1.1995 eril,.t:rie. B) 3-plv trU85 (0 be C:OMected tog&lher witl"l 'Od Commai'll, 14e~lC3~) Nails iilS tallow,,: TOI) (;l"Ioreta e:onnected 8S follow$; 2 X 4 - 1 row at 0.9.0 oe:, Bottom e:l'IO,d8 e:onnecled SI' followS: 2 X 8 - 2 rows at 0-4-0 oc. Wetll" connected 81& follow,,: 2 X 4 - 1 fOW ill 0-9-0 oc. 71 Uee USP TMC2S [With 1 Sd nalla into Girder & NA90 1'18il8 il'lto Trussl or eQui".len\ spaced at 8-0..0 oc ma.x stllrting at 1-5-4 from tl'le I"" .l'Id to 19-5-410 COf'lf"l8ct lI'us:s(esl TalA 11 plv 2 X" SPFI to back flJ(:e 01 boltom Cl,l"Io,d, Conlinued on ~ 2 Auguo'13.2003 ---..-....----------...-.--.---.--.-.-.--...--..-----....-...-.-------.............--------.-...--------1-----=-0 o~;:::::u::'::::;:::::r$.;:~-::::::::;~~;==::.7;: =::::ac:~~:;":::.~o: un 'I II I IM'IlII<<IIIM lOJ"cl V'fI1...~, A.pPlIc1lI~Ill)' gr O..,lg" ~rClmo"\Ol"el .(I~ P'Op.rlfl~QIO~UO~ 01 (lD1\'lJIOI'I*nll, r~~llIIlY OlIN~cl;"'g d......9' . "0\ lruu . I d"~Il.r 8r8$\Q ,"own I' larltllllr., ""1'''011 01 ;nclhlldll.l....etlIllG/'llDCr, I;lnly AQQmon.1 Jt/ft9or.'Y brlllCllI; 10 IlIlIlll'G flaDlIlI)I ClUFln.. WMhlQ\lQf' I. ,n. I I ....pO.....bIIilly 01 "'.._ MelillO". ~""'''l''.1''I\ 11...:""1 tJ/III. o".r~lIItUOl"rt I. _ reepon.llIlllll' ," "'. blltclin, dwlgtIM FOf;."...."'1 Quid_noD '"'$1""'"'" ~~"", q""'.~eontrol. "o~ dellv,,'Y. ....t;ljo" ."d b'.eln~. COnDllft QST ,08 0<J.~l)' Stend."ll 0.$8,$9 Bteein, &o.dll<:illion. ~nel 1-11&.91 I ~.. -,-,1...-& ! HanDlI'I~lna"'"nl..,oe..dn\lFt.clomnl..nel'''on'v~~ll:1tOm,.'''..I'''."''''_l'''''..S6!D.OnollloortVCI.Mall"en Wl:i~1'1l .- ir~1 \li;tf'\ I JOb I TrU'8 TruOS Tv~. 01' PI, BELFOA-GENOI3560 ALU90N CT-WHE.ATRIDC3E R99B77B2 38ELS080 GIRO' ROOF fRUSS 1 3 lo~Uonall Hi 1'1 ?tet.au Trun. lne.. Gol~r'I. CO 80403 4.201 Sfll a Oct 17 2002 MiT"ll. lnctultrieo. Inc_ WeCl Aug 13 H~:Ol =$42003 'PA{)82 . NOTES 51 Use uSp JUS2E1IWltrl lOd neils 11'110 Gird", & 1 Cd n.illl i",o Tf\.les.l 0' oqui......hlF1t SlUiced at 2-0-0 oc rT'lU. slarU!'IQ ,,' 13-6-4 from (he 18ft end lO 17-&-4 lei O:::Qflnoct Vl.lssi..' TOl A il ply 2 X 4 SPH to back fece of bottom chord. ~l Fi4laH noil no"s wMre nanga' is In conUu:a wnn lumber. LOAD CASIi!I&J Stend8ltd 11 Snow: Lumber [nern," =1 .15, PI'.. InCf&899-1. 16 Uniform Loads (plft "en: t-3,...80.0. 3-7"..80.0. \.e=-20.0 Conc.....trOled Loads lib) Ven: 8=_1782.312=_1316.4 13=-1315,4 14=-1315.4 16=-,315,4 t6=.Hll!5.417....1316.4 --..-.-------------------.......-....--.-.-----.----.---...-------~_..._--_..._---- _.....D. v..... _.11" ..,....... AIOd IUAD NOTIEII 011 "HI. AND INm.UMa WTliIlt HF9lIiNCI .....IE ...."....a.uOllll US" CII'llQIlVlIlIG ftlrUMl;Illlylll'llh MlTtlItonn8otlorJ. Tni~Gnlan I5I;1I1UC only UQOIIp..._.... _II~, and la !Of All lI'IOl'04U\I:llb\IlIUlngOQmIlOIlIl'''\ 10 1;1. Inll'lIIhol."lIlll8~".ruOlllly. ""0ll0aD1l'Wcf~ptIr_l.r'a.ndOrQl>>flnClO~..OnOloomoonll'1l'l\IrtllPO""'~1'l)o0l_OIn9d..........nol!'..... ~~':o.~;c:;"'~:,~=:=:.:~:~~lIwQ~~:;~=:~~~ij:I~==,~r~~~:~OU:'~~o=':ra:;.":.<::"";~:~.Ih. ~:.:~III1I:o~n:~~~::"A':'~'::~:;:~::u:~:~~~~7JG ~=~.Q:)~~:~~~~~c1=-.~I~i:~~(,ll~. Mil "'..~1 .--.--- II:! Job Tru" Truss TY5l& aly Pl, BElFOR.(tEN I o ALLISON EATRIDOE R~M77eJ 38EL31580 HMO' ROOF TRUSS Igh Plnt.au TrueD. Jnc,. Cialden. 80403 4.2 1 Sfll 5 OCt 17 to 1;01"1&1) 2 MiT_t. lnduatriea. Inc, W.d Au!) 1 ,01 ~55 2003 Pogo 1.140 1...0 5.(1.,. ..." ,..., ... 13-6.0 ..,~ 17-lIJl .,., ;11.11.2 ~>. ...~ ].(l..14 27.().O I~&-f'\~ 2-<J..O 1-OJ..o Sealg Ie 1:58J NeUed 4x6 = 4.00 fiT NIII!ed Nailed 5 22 Nalled Nalled 3114 0;::- I' 23 3x4 .::::: NaUsel Nailed N.IIiled .4 20 .2' Nailed Nailed Nu,il.d 1.5)(4 " ,. 25 5x12 '::::Nalled Nailed ,. 7 ~x10 /1 , Nailed 17 26 ,. 6 ". "', 2 '~ ;if .; ,,8 =28 2. '5 '0 " 14 32 " " .. 35 12 36 '7 " " HJC26 N81160 3)14 = Nall8C1 3xA =:: Nemed 7dl = Nailed 3,,4 ::::: Nailed ,,6 = Nailed Nailed Nailed NalleCl Nalleo N61i9d Nailed 5..11-0 5-11.0 10.11.11 5.(l.11 16.0.5 500-11 21.\.0 5.0-11 2~.O J-1,.{j 27-<l-ll ....0 Plate Offt'.u IX,Y): (2:0-3--8,0-0.' 11. [9:0.3-4.0-1-81, I' 3:0.4-0,0-4-8 LOADiNG 11)&11 SPACING 2.<).() CSI OEFL In (Joel lidllfl PLATE6 QRI, TeLL 30.0 PI".. Inc:re88& 1.16 TC 0,31 Vert(lLJ 0,18 14 >999 MII.20 189/1.23 TCOl 10.0 Lumb.r Incraoso 1.15 BC 0.5. V_ttlT1.1 -C.2! 13-14 >999 BCll 0.0 ReI) Str.lUI lnc:r NO W8 0,41 HO(zjTLI 0.05 . n" BCOl 10,0 COd. UeC97/ANSIS5 (Matrix) 1 SI LC LL Min Ild.,1 .:: 240 Weig/'it: 11& lb LuMllER TOP C)o4()RO BOT CHORD WEBS 2X4 9PF 18S0F 1,SE 2 X e SPF 16:50F 1,SE 2X4WWStud BRACING TOP CHORD eOT CHORD Sl"leelned or 4-2.10 oe purlifl8. Rigid coiling di,ectlv Rpplied or 9.7-14 Ot: tlrOcing, Except: 1 Row 8l mldDt 2.13 REACTIONS lIb/sizel M811Horz MuUplilt MBIlGrsv 2= 12e810-3-8" 9 = 115610-3-a 2_321)0ac:l ease 5) 2=-809Uoad cu_ 5). 9=-6415Uoad Cll59 el ,2-1286f108c:l c.sse 21, 9-1156Ucodcase 1) ,.O~Ef) IIbl - Finn Loed C... Ol\ly TOP CHORD '-2=43. 2.HI-.,2886, 16-17 = .2635,3-17"",2619,3-18 =.2545, 18-19...2608 4.18= -.2499, 4-20"" -1945- 20-21 = .1911. 5-21 - -1881, 5-22;;. -, 882, 22-23.. .1905. 8-29=-1948.8-24..-2476. :M.-25 =-2510,7-25 --2656. '-2El=-2309. 8-26-.2316 8-27".2304,9-27=-2.330,9-10..43 BOT CHO~O 2-28=2.503.28-29..2603. 16-29= 2503. 15-30- 201S. 30-31 =201 e. 14.31 -2018, 14-32... 1 533, 32-33 = 1533, 13-33.. , 533, 13.34 = 2016. 3+35 - 20' e. 12.35 = 201 IS 12-36 = 2481. 3s...37 - 2481, 11.37 = 2481. 11-39 _2190, 9-38 = 21 90 WEBS 3-15--,248.4.16=4815,4-14"".422,5.1410:654. 6-13=553, 6-13-.430. 6.12="'90 '-12=-198,8-11--76.7.11--329 NOTES 1) ThiS truss h88 been deaignoo for 1M ....il'\d loadt genereuld bv 100 f'T"lph winOs al2S 't above grol.lnd 19V81 \.Ising 1.6 psI top chord delld load anc:l 7,15 psf boltom cnord d..d 10&0, 100 mllrol'l'\ hurricane ot9."li!'l9. on en occupancy clI19QOry L COl\dlliOr"ll enclosed building, of dimensiOns 4S It by 24 fl with Ixoosur" C ASCE. 7-93 '*' u8C97fAN9196 (f end venM:.pls or cMtilhlir!l elfiBt. they are exposed to wind. Ii pcrchell exist. they ate not 8ltJ)Ofl8d to wind. Tho lumb"- DOL increeoe II 1,33. and lhe plall!l grip incraase it 1.33 2) D9I1;gn IOlld is baaed on 30.0 pel sp&clfied roof !Snow Ioed. 31 Unbolonotcl .now lOads hIVe been considered for lhis design. 4) This 'rU8e 1'188 been dNignllld tor,. 10,0 pSi bono", cnord live load nonconeUrr6f\T with eny otl'l8' live loeds per Table No. 1 s-e, UaC-97. 61 Thla Iruas nil' been d.1iig"ed ....,ith ANSliTP11-199S ('rneri8. 6) Use U$P HJC26 lWith 1 l'Id 1\8Ue lnlC Girder & 10d noils ij'lto Truss! o( 8(lui...8Iei"lt 8t 2-0-15 fl'Ol1'\ tl'le left end to conneCl \russlel5l M01 11 ply 2 X 4 SPF). CJ01 (1 ply 2 X 4 SPFI lO back fsce 01 bottom ('nord, 71 Fill all noil ho.... where l"Ial\ge( i8 il\ conteet wllh lumber. Contln1J9d on pege 2 August 13.2003 .,;....... v...., ...... IM~ ..:~-';;;-~o:;~.-;;;'-';;;;-';;;"Na:;;-";-MiT_R;".;':;;;;;;.;;"'_U:;;"u;;;Uua-.----..-...-.------------ OOlllgll...llIld lOTu.fI orlI)WfI1 MIT.t(lo"n~;)" 'tnl"O'lIlJIlI!'I la 11'_ OMy\lPC"perl<,..l"",~, .r\dl.!ofliln IMI...CIIUllM,jIlCIjnQ COI'IUIClIWIl'o tie' Inll'lDlllICIlPlCl bod... ....,1IQII, ~.t\j11l)'t1f4=DAral'll'MIiIl'll .n"Dl';)CIQl'lnoO"CIllllOll OI~rlloonenll' 1'1I1JC0nsltlllb"OlbllHdll'lQ dnliln.l" nQllNtIs =:tlI~rIIlI~~=~,IOT~;::::.l'f\ D~:~I~"OI'in~~:::.~ ~ur::~~~=~m::~~~'f:.!:'~~~::~~2~:!':=:~~::n~8111l1 -.gll'ltlnl ::dClll. ~ua~~ ~a1tro1.llIb., 41HIIOfy, _dIIolI lIlIe! tn~Q oon,V11 OST,IM Oullllb' $lallOard, osl. 51_II SlIltelf\elouon ,,!'It'rllo-81 H~l'\dlllllIM'lillIWlD lI/IllBnlllnD RoClOmmtnClllOI'l a.....abl. Inlm fr.".. PIMcr Ina"~'" !le3 O'O'lo'lrlo Orwl M.~~ WI 53710 III