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Home My WebLink About10115 W. 44th AvenueCity Of wheat i ge BUSINESS LICENSE INSPECTION PERMIT NO. 201900502 BUSINESS NAME: The Shoe Fitters ADDRESS: 10115 W. 44th Avenue CONTACT NAME: Henry A. Beteta SQ FT r� OCCUPANCY TYPE ° OCCUPANCY LOAD S_ R CONSTRUCTION TYPE ❑ SPRINKLERED [4 NON-SPRINKLERED INSPECTION DAY/TIME Thurs., April 4th @1 pm INSPECTION DAY/TIM INSPECTION DAY/TIME Inspector Signature `'1-q. 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N M A opo 3 y+ CU u O > b) U Ei U r -I O 0 c O m o d H ro w a �►+ 3 W .Hu p 0 -r1 -rH 4.) T!Od j. Cx w m o 0 3 0 H O H 4J0 Hc u w 01 r-1 ¢o c. o M a w d O w+� ee p� y U O p °3E rj O U y p W W WW o L 0. cc W u La'U N o ai A „ a ro + xx 19 o d � U °' ro q" U v u ri to ml d C Gl Gl O V c 3 3 A o 44 coo � N 1 0 3zp a w oIOUm �o— N Q.= . g: w ��aV)oz z �b a C: ami e^: o o, A Vi o fl O A 0 p ecOdAN�O 1.) P O > > ti�A ro W H c ?� d^o OdMO ° old CIO 44 A c a a a x 4Jv y zHoW,UF" (D iii � 4 U m +„ 3 0 a Q p v" a O v W OUwari, z �C 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: zfIC&II�, Job Address: l a 11 �` Lei V V Permit Number: v ) 9 ® 0 S`0 � ❑ No one available for inspection: Time /: 0'7 AME Re -Inspection required: Yeses When corrections have been made, call for re -inspection at 303-234-5933 Date:_4 Iq A q Inspector: 1 f� DO NOT REMOVE THIS NOTICE P 10115 W. 44th Ave. Wheat Ridge, CO 80033 a k� (please pfint)-_ Wheat 777 40*6j)�s (it aYeront, than pfoperty address) AddreSS: 10115W.44thAve, City, State, Zip: � Wheat Rid e, CO 80033 Oooio*'� Broomfield S #. 021494 Phone: CtNUONE (OwNER) (COvrR'4aO*j ge q wou. tc&N Ludy Cru;� , , 1 _�4_ . _!?_T_/?A stft vsf s� :� , cc, • �; • r CITY OF WHEAT RIDGE 1 Or;4 00 , w djo Building Inspection Division (303) 234 -5933 inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Job Address /0//S Permit Number se; , 7,, y i CITY OF WHEAT RIDGE r Bung Inspection Division LI (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: le-511.5- u~ c/Y r'✓~riR "Permit Number: sdT~ ~ e'< ❑ No one available for inspection: Time ; OS AM/ - Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-234-5933 Date:~K/io Inspector: DO NOT REMOVE THIS NOTICE INSPECTION RECORD Occupancv/TVpe INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES - PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR: INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Drywall Screw - Reinforcing or Monolithic Weatherproof/ French Drain Sewer Service Lines -Water Service Lines `POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath/ Wall tie Mid Roof Electrical Service Rough Electric Rough.. Plumbing .. Gas Piping _ Rough Mechanical Framing Insulation Drywall Screw FINALS - Electrical Plumbing Mechanical Roof Building Final Final Fire Department — J R.O W $Drainage INSPECTIONS FOR PLANNING S ZONING, FIRE AND PU13LICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. ** NOTE: ALL ITEMS MUST BE COMPLETED. AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED.. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION: OF ACERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF -OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ 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: 1;91,912P91f_ Job Address: /0/4r w, ~'f'i~*l 141S- Permit Number: ~O~daaS ❑ No one available for inspection: Time AM f Re-Inspection required: Yes No - "When corrections have been made, call for re-Inspection at 303-234-5933 Date: l/~® Inspector: DO NOT REMOVE THIS NOTICE ~oF"Ne?rq City of Wheat Ridge Building Division Date: 7500 W. 291h Ave., Wheat Ridge; CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan °OCOlxio° Inspection Line: 303-234-5933 Permit(00 Building Permit Application Property Addressi 10115- t,/ y'l , Property Owner (please print): "14 `oo-~S Phone: Mailing Address: (if different than property address) Address: 57 ~_ryyto City, State, Zip: i 020 1 w t-l ~f ~h t~ Contractor: L_ Contractor License Phone: fP70'3ow Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): (tea/' Construction Value: $ 11,000 Description Of,work: (as calculated per the Building Valuation Data sheet) ~.vvtav'a- Plan Review (due at time of submittal): $ ice f w ,yt>a Fy f JA+ 6 11,,4, Sq. Ft./L. Ft added: Squares BTU's Gallons Amps OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 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 (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: SIGNATURE: Date: COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 76807 BUILDING INSPECTION LINE -(303-234-5933) Date : 3/13/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ° I Property Owner: MARTIN MAJORS Property Address : 10115 W 44TH AVE Phone : 422-7777 Contractor License No. : Company: Phone: OW NER/CONTR4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations oT 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 ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE 3I12/04 Use: Description : CHAIN LINK DUMPSTER ENCLOSURE WITH PRIVACY SLATS. 8' X 5' X 5' BUILDING DEPARTMENT USE ONLY Approval : MR Zoning : C-2 Approval: Approval: Occupancy: Walls Electrical License No : Company: Expiration Date : Approval: Construction Value : $150.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $3.00 Total: $33.55 SIC : Sq. Ft. : Please Note: Ownet / contractot is responsible fbr locatino property lines and consWcting improvcments accarding to the appaoved plan and required devetopmen; ;tandards. The City is not responsibie iur inaccurate ir.formas:ioc submit;ed Nviihiu tha plan set and any constr,!c.icn resultir.g tiom Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Company: Expiration Date : Expiration Date : Approval : Approval : (7) This permit was issued in accordance with the provisions sef forth in yopur application and is subject to the laws of ihe State of Coloredo 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 date or (B) the building authorized is suspended or abantloned for a penod of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amounf normally required, provided no changes have 6een orwill be made in the original plans and specifcations and any suspension orabandonment has not exceeded one (i) 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 drdinage problem. (5) Contredor shall noti(ythe Building Inspector hventy-four (24) hours in advance for all inspedions and sha0 receive written approval on inspeclion card before . proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drewings and specifcations shall not be construed to be a permit for, nor an approv,al of, any violation of lhe ons f~~ q//ytldin9 c o any other ordinance, law, rule or regulatioa l_.G~Cfi O VViLZIl~ ~L(.e IV}y~/~ ~S . - . Chief Building Inspector Please sign Terms and Conditions on reverse side of page. , M oF WHEqTP COMMUNITY DEVELOPMENT DEPARTMEh'( ~ o BUILDING INSPECTION LINE- (303-234•5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE c~CORP~~ WHEAT RIDGE, CO 80033 -(303-235-2855) APPLICATION Building Permit Number:- Date: Property0wner: ProPertY Address: ~✓h e c7'- ~°~'ds ~ ,~o os'~ ConVactor License No.: Company: OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cerUry ihat the setback distances proposed by this permit applica6on are accurate, and do not vbl; applicable oNinances, rules or reguWtions of the City of Wheat Ridge or covenanGs, easemenGS or resUiclions record; Uat all measurements shown, and allegaUons made are accurate; Uat I have read and agree to abide all conditions pnntetl on Uis appliotion and ihat I assume full responsibility for compliance with the Wheat Ritl Building Code (U.B.C) and all omer applicable Wheat Ridge Ordinances, forwork under this permit (OWNER)(CONTRACTOR): (OWNER)(CONTRACTOR): Phone: 20 3 f~1 L-~77 ~ Phone: c~ Construction Value: $ Permit Fee: $ Plan Review Fee: $ Use Tax: $ I Total Fee: $ 1 DESCRIPTION: G 17 cz / /t- C ; `c J' ~IVC < o S' v w;?-ti P4' , kl:~ -y IF , x s, x s- i BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONINGCOMMENTS: ~.I Approval: ~ /rv /0 Zoning: V \,V ~i BUILDING COMMENTS: ApprovaL PUBIIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stones: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Gompany: Eupiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (7) This permit was Issued in accordance wtth the provisions sN forth in your appliwlion and is subjecl to the laws oF the State of.Coiorado and ta the Zoning Regulatlona and Building Codes of Wheat Ridge, Colorado or any other appliable ordinancea oFMe City. (2) Thia permtt shall e:pire N(A) the wo`k authohzed la notcommenced wilhin a'uty (60) days from issue date or (B) the building authofized is auspmded or abandaned for a Wod of 120 days. (3) H Nia pamit expiree, a new pannR may be acquired Tor a fee o( one~haN the amount normally required, provlded no changea have bcen or will be made in the original plana and speUflatlone and any suspension or ahandonment has not ezceeded one (i) year. H changea have been or H suapension or a6andonment excttdc one (1) year, full feea shall be paid for a new permit (4) Noworkotanyrtunnershallbe doneNatwlllchangeNenatunlflowofwaterausingadninageproblem. (5) ConVaclor ahall notify the Building Inepector hvenry-kur (14) hours in advance far aIl inspectlons and shall receive written approval on InapeWon wN bekre proceeding wiM succasive phases of the Job. (6) The Issuance of a permll or the a00roval ot drawings and speufications shall not be consWed to be a permH for, nor an approval of, any violation of the provisions o( the huilding codes or any other ordinance, law, rule or regulation. Chief Building Inspector ~ a , 4 ~ I. I ~ea' C La v.N cn/ d'vllT i ~-CSTR"i E! i C,oL~S f"•'r7`~ I U~}~~~~ 5h6~ / \ 1-4 ~~7~- U-P 17-7 i?S' i~~ft @ n_7~ ✓ Q i 'XS $ ~J c Lo i 3S s/ ~,•~ti 7 ~ w,fti s<<, 7Ys r-v cly DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : 5391 BUILDING WSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7/3/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 10115 44TH AV Phone : 422-9090 Contractor License No. : 19562 Company : Martin Majors Phone : 422 9090 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $5,000.00 I hereby certifij that the setback distances proposed by this permit application are accurate, PEffTllf F@2 : $100.50 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 Plan Review Fee : $0.00 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 : $60.00 Code (U.B.C.) and all other applicable Wheat Ridge or ' anceg, for work under this per it. (OWNER)(CONTRACTOR) SIGNED , oATE LCX T, Total : $160.50 Description : install new roof BUILDING DEPARTMENT USE ONLY Z19901',~~~ SIC: Sq. Ft.: Approval : Zoning : Eii~inq fi .~oe~YY~~ Approval: C = F.I~" Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ~ (1) This permit was issued in accortlance with the provisions setforth in yopur application and is subject to the laws of the State of Colorado and to the Zoning- Regulations and Buiiding Code of Wheat Ridge, Colorado or any other applirabie ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sir1y (60) days from issue date or (e) the building aulhorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-haif ihe amount normalty required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonmenf has not exceedetl one (1) year. If changes are matle or if suspension or abandonment exceeds one (7) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the naturel Flow of water causing a drainage problem. (5) Contractor shall notify the euilding Inspedor hvenry-four (24) hours in advance for ali inspections antl shall receive written approval on inspection card before proceediing with successive phases of the job. - (6) The issuance of a permit or the approval of tlrawings and specifrations shalP:not be construetl to be a permit for, nor an approval of, any violation of the provisions of the buildi g codes or any other ordinance, law, rule or regulatioa . : Chief ; ilding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDWG INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner Property Address : j D S Phone : 90 g D Contractor License No. : t~ w~IE,P Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate appliwble ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restriclions of record; that all measurements shown, apd allegations made are accurate; lhat I have read and agree to abide by all wnditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all olher applicable Wheat Ridge ordinances, tor work under this pertnit. (OWNER)(CONTRACTOR) SIGNED DATE/ 3- Description: /NST~L~ j~/~ /t/~'~✓ ~ao ~ Phone: Construction Value : Permit Fee : Plan Review Fee : US2 T8X : Total : i BUILDING DEPARTMENT USE ONLY Z"onin§*~, €F~ „-'I Approval : Zoning : Buifding Co men s] Approval Approval : Occupancy : Walls SIC : Sq. Ft. : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approvai : ~ LPia-WRdWd~ Plumbing License No : Company : Mechanicai License No : Company : Expiration Date : Approvai: ~R~qmr~n~9 in 01 Expiration Date : Approvai: 0 KEIEER~qai~sa~ (1) ltiis petmit was luued in aaordance with the provisions sel foM in yopur applipUan and is sub'ect lo the laws oi the State ot Cobrado and to the Zonin9 Regulalions antl Builtling Code ol WTeat Ritlge, Coloretlo or any alher applica0le ortlinances al ~e City. (2) 7Tis petmil shall expire d(A) the vroAt aulhonzed is not commenaW wilhin sizry (60) days fiom issue dale or (B) the Ouilding aulAOnzed is suspen0ed or a0andoned for a period of 720 days. (7) II this permit expires, a new permil may Ee acquired for a tee ol one-hall the artqunl nomulty requireE, provided na Uanges have been or will be made in the onginal plans and speciGralions and any suspension or abantlonment tws not excee0ed one (t) year. It changes are made or il suspension orabanEOnment exceeds one (7) year, lull fees shall The paid tor a new permil. (a) No work of any manner shall De done thal will change the nalural Ilow of water causing a drainage pfoblem. (5) Conirador shall notify the Builtling Inspeclor twenry-four (24) hours in atlvance lor all inspections and shall receive written approval on inspedion wrd before proceedii successive pnases of thef'o6. (6) The iss n of a pe il or Ihe approval of d2wings and speciGwGOns shall not be ans Wed lo De a pefmit lor, nor an approval ol, any violaUOn ol the provisions of the, uilEl g code or any other ordinance law, rule or regulalion. iilding inspector For Mayor PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION T01 . I FINK 137 11 7-9-7 14-4-0 20-10-9 7-9-7 6-6-9 6-6-9 4x4- 3 0 N r 7-9-7 - ~ K124434i 3x4- 6x6- 2.5x6\\ 9-71-10 18-8-6 24-8-0 28-8-0 9-11-10 8-8-13 5-11-10 4-0-0 OADING(psO SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP CLL 30.0 Plates Increase 1.15 TC 0.53 Vert(LL) -0.19 1-8 >999 M20 128/94 CDL 7.5 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.34 1-8 >841 CLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.03 6 n/a CDL 7.5 Code UBC/ICBO Min Length / LL defl = 360 Weight: 98 Ib UMBER BRACING . . . . . OP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Sheathed or 5-6-0 on center purlinspacing. OT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, EBS 2 X 4 WW Stud'Except` Except: . 3-8 2 X 4 SPF 2100F 1.8E, 3-7 2 X 4 SPF 2100F 1.8E WEBS 1 Row at midpt 3-7, 4-6 EACTIONS (Ib/size) 1=1030/1-4-0, 6=1439/1-4-0 Max Horz 1=113(load case 4) Max Uplift1=384(load case 5), 6=-766(load case 5) CHOI2D 1-2=-1551, 23=-1273, 3-4=-845, 4-5=660 CHORD 1-8=1388, 7-8=804, 6-7=640, 5-6=-590 S 2-8=-463, 3-8=623, 3-7=-90, 4-7=216, 4-6=-1840 This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level , using 5.0 psf top chord dead Ioad and 5.0 psf bottom chord dead load, 85 mi from hurricane oceanline, on a condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ICBO If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the piate g(p increase is 1.33 - All plates are M20 plates unless otherwise indicated. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. Provide mechanical wnnection (by others) of truss to bearing plate capable of withstanding 384 Ib uplift at joint 1 and 766 Ib uplift at joint 6. )AD CASE(S) Standard A WARNING - Yerify desagn parameters and READ NOTES ONTHISAND REVERSE SIDE BEFORE USE Design valitl for use only with MiTek connectors. This tlesign is based only upon parameters shown, antl is for an intlivitlual builtling component to be installetl antl loatletl vertically. Applicabiliry attlesign parameters antl proper incorporation of companent is responsibiliry of building tlesigner- not Vuss tlesigner. Bracing shown is for lateral support of individual web members onty. Additional temporary bracing to insure sNebility during consiruction is ihe responsibility of the erectoc Atltlitional permanent bracing of the overail svucture is ihe responsibiliry of the builtling tlesigner: For general guidance regartling fabrication, qualiry control, sbrage, tleiivery, erection, antl bracing, consult OST-88 Ouality Standarq OSB-89 Bracing Specification, entl HIB-91 Handling Installing antl Bracing Recommentlation available from lFUSS Plate Inatitute, 583 D' Mil Onofrio Urive, Matlison, WI53179 JUN 25 1997 29252 v 0 p~ 3 S 00 ~ S1 + ~ V 9 m a a ~ Z 0 s X m ~ m~ r tn R ~ ~ ~ r ~ c ~ O m > . n 1C V lf ,F m O 0 , y o a~ s Z n o a ~ F 3 ~ 5 z ~ ~ cp Z ~a ~0 y3C° a m ng °n ~o33~D a S/9 n N O U -IC 7 C. ~n " f'D A C~ Q° 'y~ nm3 m>(D > N ~ m o m-H o~ o o:a ~ o~-Q am a o 0 0-6 O 00 „p ~n3 ao < ma,~„~,o a (O ~ C~ 9~ -O N] ~ p N a O Q ~ m y a n~ J ~ N ID Q 0 ti N~ 0 O ~ O O N O Q a C N C O (D ~ Q O -O O Q O . D O A p O(~D ~ m? ~('D y 0 O O a ~ Z oll~ n ~ 7 rn N ~ 0 J p N J 6~ O y~ ~ C ~ 7 ~ . ~ ( ~ 1 f N ❑ N (p 3 acp N , Q~F~ °o m poa ~ D ~ m a~ T o ~-o m o a< FL N TOPCHORD N~ W C 0/1 ~ m s A O \ / L O ~ ` ~ Z q ~ O Z N ~ 2 p = D 2 D m 2 tt D m m en 0y ~ 0 C U,zn o S x C p p 3 mAi ~ ro m co O~ W ~ N D 0 :t gE9 ; V V (T C) P m O~ y m O iC A O O~ ~ W n p D D ~ L Sw 0 Q ~ m Q D ~v C Z N~ ~ v m 3 ~ ~ 3 m O 10 'y o ~ W v A U' v -Di m = (~/i a y m~I O,O N ~ .y O m m D V 4 ~ ~ O OO i W O N m O v O O N .f~f Z 61 00 o D ~ F o ~ N m .n ~ O L£ N Wa A O o Zm J>~v m cs ~ ; TOPCHORD @ CT A W N ~ ~ :O N ~lj P Cn A W N ~ n Q (D j D -oo c a a~;(~ -ooc QEc a c clov on oQ~ oo Qo ~ on ~QO aD ~~Q fm ~m3 ~~m Q6~ n'm `o_:Q~ ~3 ~Q< p C N 3D0 ~-a0 °o cn~ °Q'n Q°-p'o~' m`D ~ Qpx Q~° o° o~0 3~ f~Dp ~ = Qa 00 0~ ~°m ~oo 0a n~o aoQ ~m~ 0om mm o3m a`-OO 0 O ~ ~ Q ~ (n 3 - µ o N + 0 fl: Nm ~Q c°o_ o°a my~ o~ omm Q~~ oy< o~ °Q° o o~o (f~DO ~ m 9 0 3 - Z ~ ~ p ~ . O j rCi~ O O ~ C „ ~ p_ Q'Z w (D ~ DO X p ~ ~ _ p ~ ~ ~ y ~ o <.oo No m ~ m°c aFm ~ i+-- ~ o y ~n N O~' O ~ O. OCD ~M O(D C~ -0 C~~- (D Q P a 'G a y~~ Y Q7 O ~ n pO- ~m °o m~ fg om 3° °No 3a3 00 a moy ~ a m o Y ~ - 6 s -o o ~ c~ o~ m~ ~p°- op - mN ogo mm a~°~' Q ° o-o C' ~ (D mQ m° m`° yQ a° m❑ cfl3 ~y °-m - C ~i o'~ -omco G Q „ g N N ~ Q o n d o ~ Q 7- ~ (D y ~5 y n NC ~ a N 7 ❑ Q(~ 0 j 3 n. n ~ N UI 7 a~ (/1 ~ QQ ~ o~ Q~ °ti ~o a,fl oo m° ~a °p ~ ~o° ~ ~ ~ m ° o m ~ fD m m ° ° ~ o o y o ~ ° o ~o" J ~Q ~ Q ~ v~ m~ J ~ N~ p_a ~ ~ ~ russ russ ype T02 , HOWE russ, nc. 9-1-1 16-11-4 9-1-1 7-10-3 0 L6 o6 1 x411 12 24-9-7 7-10-3 4x4- 3 6x8- 9-1-1 1x411 3x6O K124435I 9-1-1 16-11-4 24-9-7 29-10-8 33-10-8 9-1-1 7-103 7-10-3 5-1-1 4-0-0 OADING (psfl SPACING 2 -0-0 CSI DEPL (in) (loc) I/defl PLATES GRIP 30.0 Plates Increase 1.15 TC 0.74 VeR(LL) -0.14 1-9 >999 M20 128/94 r 7.5 Lumber Increase 1.15 BC 0.45 Vert(TL) -025 1-9 >999 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.05 6 n/a 7.5 Code UBC/ICBO . Min Length / LL defl = 360 Weight: 122 Ib 2 X 4 SPF 2100F 1.8E 2 X 4 SPF 2100F 1.8E 2X44VW Stud'Except' 3-8 2 X 4 SPF 2100F 1.8E, 2-8 2 X 4 SPF 2100F 1.8E 4-8 2 X 4 SPF 2100F 1.8E (Ib/size) 1=t271/1-4-0, 6=1667/1-4-0 Max Horz 1=134(load case 4) Max Uplift1=-481(load case 5), 6=-850(load case 5) 'ES (Ib) CHORD 1-2=-1989, 2-3=-1199, 3-4=-1199, 4-5=775 CHORD 1-9=1779, 8-9=1779, 7-8=1045, 6-7=1045, 5-6=-693 S 2-9=122, 3-8=484, 4-7=93, 2-8=-803, 4-8=32, 4-6=-2365 BRACING TOP CHORD Sheathed or 4-2-15 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: . . WEBS 1 Row at midpt 2-8 2 Rows at 1/3 pts 4-6 . This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 85 mi from hurricane oceanline, on a condifion I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ICBO If end veRicals or cantilevers exist, they are exposed to wind. If-porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 All plates are M20 plates unless otherwise indicated. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live , loads per Table No. 16-B, UBC-94. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 481 Ib uplift atjoint 1 and 850 Ib uplift atjoint 6. CASE(S) Standard JUN 25 1997 A WAIUVING - 1/erify design parameters and READ NOTES ONTNISAND REVERSE SIDE BEFORE US& Desi9n valitl for use only wiN MiTek connecmrs. This tlesign is basetl only upon paremeters shown, antl is for an intlivitlual builtling component to be installetl antl loatletl vetlically Applicabiliry of design paremeters antl proper incoryoration oi a 2g252 . camponent is responsibiliry of builtling tlesigner - not imss tlesigner. Bmcing shown is for lateral support of intlivitlual web ; t members only. Atltlitional temporary brecing to insure stability during constmction is the responsibility of the erectoc Atltlitianal permanent brecing of iha overell simcNre is ihe responsibility oi ihe buiiding designec For general guitlance re9arding fabncation quality coMml storage tlelivery erection and bracing consW[ OST418 pualiTy Stantlard OSB-89 Bracing ( y , , , , , , , Specification, antl MIB-91 Hantlling installing antl Bracing Recommendatlon available from Truss Plate Institu[e, 583 D' MITek InduftrleC, Int. , , f`~~8 Omfrio Drive, Matlison, WI53]19 Srnuei- 0 r m ~ a (1~ D x m ~ m A m 0 n ~a oa Zn o4~~ zo o5 m-ooac~ z ID.om n.o ~-Q, Qn 2~33`~° D fJe 00 ~o o3 Q Q Covj cl 2O 0 ~(D 3 0~ x N7 7 6 Z Nu~i O~ O O; p_ w p Q' Q (n O O O-O v ~ O NE Q. N C~ S~ -O o_ (O M ~ ❑ mo mQ 5~N ~na ~3~ 'Nmqo ~ (D o ° 0 o > ~ 7 7 W m J p J p -O O Q O D O ai n p' O(D ~ y? ~0p 0 O O n(D ~ N(D 7? 0~ Q~ O O~ 0 C 2 n ~ ~ 7 ~ c -p N (p ~ p N . ~ (p_ 0 O E. Y . Q ~ ~ O Q p O a ~ ~_O f m C (U O_ ~ S 0 J-D N Q < ~ N TOPCHORD n/l W c Oo ~ mHo ~ GN f „ D Z s aC a , O Z N ~ ~ G D D m fc = y m H H Z C Z Omo ~ 0 C ,r O ° m`O o w w- m D iO v m v ~!9 n P m o,'~ ~ O C1 ~ ~ ~ m n P. W n A n p m~ wz 2 W Q O ~I T Q D ~ O w ~ m m 41 c 0 mm V~ 9 ~ >w S cn ~ ` m AI O,O N ~ ~ O m O N NW 0G fll O(1 ~ ~ Z o y ~ (D p 2~ P' D O 2 m '9 Z Z ~ p e,s m ° r ~ p5 N ~ TOPCHORD ~ fJ+ A W N ~ p ~O W ~ P Cn A W N ~ 0 T 'O N Q ~:E" O ❑ O 0 O 7 7- O ~ O~5 C 7 v -O v; n U a C~~ C 0 C Q`p' ~ O n O Q v Q ' 5Q Jµ fE.o 3E w cg.a n ,n 0-0 003 0o fl~o m-0 ' g3 ~ 3 0? 'm°o yo Hmo "Q3 p:~ mmm µ~6 `N°0'- 5~~ 0 ~3 ;aa (4 ~ ~ ~~o ~-a4 °o C 0Q ~a°- op m~~ opx Q o° oa°- ❑~(D fD p ~ n = Qa o0 0~ y°m ~oo nc(Dio a`D o00 ~m~ °gm 'mm Q 3 3~ ~ am°a. 0 ~ O 0 N~° c a o° a m m~ fl y a m m m.m Q Q'o ~ o.~ o~_ o " o(o cyo ~ 0 17 ~ °x om °o f=o ,y~ o.Q c0 3° 3<°mo ~ ~ - m° n F ~ ~ o~ oN oo ?~o -Dj ~ . CpJ o~ ~o ~o~ aF_Q mm m a O' O ~ QO ~ O CO C~. (pQ Pa ~ a °3 0-„ QO- ~o 00 0-0 3a °N~ 3-y co (D~y n o' a3 `Dp ~Q ~o Qc`Di ao° m~a ,o0 3~ °-m ~ °a 7~. ~~g< fn Q 0 N ~ N ~Q O O N y ~a Q U p l Q y a ~a ~ ao ~ a~ (~D ~ Q eE9 ~a .O y ~5- ~',0 ~a m~ oo'm a~ 0E ° ~ ~Q ~ °m o~ ~ti ~o Q~a oo m° ~Q °Q ~ mo~ ~ z am aD~ M ~ ~ Q an . N m~ ~p~a oj ~ o mQ 3 y fD' F. o p Q~ µ m Q o v N o~ ~ ~-p ~ o D opQ (D (D (D (D N ✓ gm ` Ogy0 ob Truss TmssType Qty Ply MARNMAJORS AAJORS T03 MOD.QUEEN 12 ~ ~ 124¢34p High Plateau Truss, Inc. 4.0.32 s Mar 281997 MiTek Induslries, Inc. Thu Jun 26 15:16:181997 Page 1 7-3-14 73-415 79-6-0 25-7-1 31-8-2 39-0-0 7-314 6-1-1 6-1-7 64-1 6-1-1 7-3-14 6.00 12 SXd= 4 . . . . : T3 . - . . 3. 5 . . . . 0 m 7.Sx40 4x6C m W W2 W 3 P 4 W 3~~ 3x5i 7 1 11 10 9 8 3x4= 6k8= 3x4= 3x6\N 10_4_7 19-6-0 28.7-9 35-0-0 340-0 10-47 9-1-9 9-1-9 6-4-7 4-0-0 Plale OHsels : 1:0.8-10,0-0-12 LOADING (pso SPACING 2-0-0 - GSI TC 0 42 OEFL (in) (loc) I/defl Vert(LL) -023 1-11 >999 PLATES GRIP M20 128/94 TCLL 30.0 TCDL 7.5 Plateslncrease 1.15 Lumberlncrease 1.15 . BC 0.59 Vert(TL) -0.42 1-11 >963 BCLL 0.0 RepSiresslncr YES WB 0.81 Ho2(TL) 0.07 8 n/a Min Length / LL defl = 360 Weight: 148 Ih BCDL 7.5 Code UBC/IC80 LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E . TOP CHORD Shealhed or 4-2-3 on center pudin spacing. BOTCHORD 2 X 4 SPF 2100F 7.8E . BOT CHORD Rigid ceiling directly applied or 6-0.0 on center brecing. ' WEBS 2 X4 WW SNd'ExcepP WEBS 1 Rowat midpt 3-10, 5-70, 6-8 W22X4SPF2100F7.8E,W12X4SPF2700F1.8E . . W22X4SPF2100F1.8E REACTIONS (Ib/size) 1=7502/1-4-0,8=1897/14-0 Man Hoa 1=155(load case 4) Max Uplikl=-572(load case 5), 8=-940(ioad case 5) FORCES (Ib) TOP CHORD 1-2=-2642, 23=-2297, 3-4=-1459, 4-5=-7459, 5-6=-1470, 6-7=619 BOT CHORD Y71=2363, 10-11=1837, 9-70=7456, 5-9=923, 7-8=-554 WE85 2-11=-447.3-71=513,3-10=-766,4-10=846,5-10=-279,5-9=-329,6-9=566,6-8=-2347 NOTES 1) This truss has been designed for ihe wind loads genereted by 100 mph winds at 25 ft ahove ground level, using 5.0 psf top chord dead load and 5.0 psf botlom chorE dead 85 mi from hur(cane oceanline, on a condition I enclosed buildin9, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ICBO I( end veRicals or camilevers load , exist, they are exposed lo wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and ihe plale grip increase is 1.33 2) All plales are M20 plates unless otherwise indicated. 3) This iruss has been designed for a 10.0 ps( 6ottom chord live load nonconcurrenl with any other live loads per Table No. 16-B; UBC-94. 4) Pmvide mechanical connedion (hy others) of tmss to hearing plate capable of withstanding 57216 upliR atjoint 1 and 9401b uplift atjoint 8. LOAD CASE(5) Standard . JUN 25 1997 OC 0 ) A WARNING - i'wrify design parametrrs and READ NOTES ONTHISAND REVERSE SIDEBEFORE USE. ' Q 28~52 Design valitl for use only with MTek connecrors. This design is basetl only upon parameters shown, antl is tor an intlividual builtling component to be installetl antl loatletl vehicallg Applicabiliry of tlesi9n parameters and pmper inmrporation of component is responsibility of buildin9 tlesigner - not tmss tlesigner. Brecing shown is for laterel supporl oi individual web : members only. Atltlitional temporery brecing to insure stebility dunn9 ronsirudion is ihe responsibiliry of the erecmc Atltlitional % ~ parmanent bracing of the overall simcWre is the responsibiliry of the buildin9 designer. For general guidance regartling ~C` ~ ~ ~ tabncation, qualiry conirol, storage, delivery, erection, antl bracing, consult OST-88 Oualiry StantlaM, DSB-B9 Bracing ~J »MM 1 S Specificatlon, antl HIB-91 Handlin9 Installing and Bracing fiecommentleilon available irom Truss Plate Institu[e, 583 D' MIT2k IndYYtll¢Y, IfIC. S'~QNAM Onofrio Urive, Matlison, W153]79 . 0 r m o m D m A m ~ 'a 3 a 1o m ~ ~ ~ I • W ~ a 1~ s x N ~ Q 0 °i A m ~ C ~ fl D 7 ~ > ~ n ~a oa~ °3~m o~ 0' ~DO~ „op m Z :7 fl ~o ~~mN ~1n M5.,~ `"ma cmmm~. Z Ve o- oQa y° ~Q3 a\,x,~ ~oyD~D o °o No 'O3 3 °ao m-o 00o O m Q o (D t ~ _O ' (D (D O O y y ~ m (Q S Q N ~ m g n a f1 ~ J ~ J(D a O -Zi O O ~ O O ~ m N O(7 p s D c 7 Q 7 N ln J 9 m~~ O O ~ O. y -p O 6 O ~ O ui n p O(6 D ~ y? ~n 5 cp µ 0 o C O O ~ N ~ cn N O~ 6~ O Z Q n W N (D 0 y m 0 O N p O a ° ~ N m D~ n (0 a~ S ~ ~_O N C p 0 O_< } ~ TOPCHORD c ~ fl f s a o ~ cl ~ O ~ ~ Z C w=N N ~ p = D Z D z ~ ~ r D ~ m ~vD a ~ Z Z O= r Q c m~ s Q O A ~ ~ D JO m y~ o ~ ~ r m m~O S V0 ~ W n A ysD ~ O m ~ wz 2w p O M m 0 O ~e ~ 'm O k~/ a Z P r.wi ~ v' m 3 W 0 3 C V m0 Z A ± 5'' N ~ O 10 N ~ ro 0 31 O N ~ Q a m O O e Z 41 O (1 N ^ O 1~ C V We p ~ ~ O G r D O Z m ~ Z z ~ ~ hf a m r ~ <5 N ; TOPCHORD 0 CT A W N ~ ~ ~O OJ ~ P Cn A W N ~ 0 T O (p ( p 't uO O 005 C~ m -O O(a- 5 C 'O ai 0 -O a C C 0 C❑`p" v O n O Q v 0 B. O ('D ❑ ~ ' O ~ O j. O> > y O p'O Q fl O fl ❑5 ~ W a M Q 3 Y E S y E E O 3E w ~m °o tio `~oo' °.=Q m ' ~m3 ~am ~Q(° aJ~ `o_ m m ~as a N ~ 3 0~^ ~ mo 3 d~ m~~ ~f 6 mh ~fl ,3 ~o- fQ p ~ o ~ a y ° o ~ n o ~ ~ ~ a o -o ~ ~ m D Q Q x ° ° o ° o a (D ❑ co ~ (D p = aa 00 0~ N°~ ~oo °a nn~ a'N oo~ ~m~ °gm 'm_m n3M ~ a~~. 0 O ~ o: Nm ca o°a mm~ o~ amm ~°o Q°_0 o~< °a° o o~o (~p 0~ Eii 9°x o`D =.o F y° 'o"n ~ m~ 9 0 3~ 3<~ ~ m'o x' s' o m o~• u f ~ - ~o cO ~Dmy O o`D oo ~ ~c.~ ~a ~oc af m no g~m O" 3° op_ ~OO om c o oC~ 3~a Q~ I°=-°- ao Q m°~ pc ~ oQ 3 Q~ o o-0 3w ~ <n c° o > ~o Q~ ao a°- mD,oo pO om w N> ~ -°~fl~ ~o om ~ oD mQO ~ 3❑ ao m ~ c(~ ~ m~ m° ~m y6 a° mo cn3 a~'~^ °cQ °-m c y ~i oN ~ am~ y ~ 0 o- NN a ~ y ~y ~y ya o m -o~ ° ~ -o o ° a p o ~ ~ -o a(° 5- J a m m co~ fl~,_ ao m 30 ~ o , ❑fl N o o oo ~D' Da D ~ mos (D ~ oo F. D >ti C a m' ~ Q a°- y D`'' ~m° 0? a° ° ~-om ~ ~ mo ~ f n o ~ o (D n. o Q H m~ J m f~D (D y °_a ~ - --I K124431i GE1 I FINK 14-4-0 14-4-0 4x4- 7 0 N r 28-8-0 1 14-4-0 3x4- OADING(psfl SPACING 2-0-0 CSI DEFL (in) (loc) I/defl - n/a / PLATES GRIP M20 128/94 CLL 30.b Plates Increase 1.15 1 15 TC 0.11 06 BC 0 a Vert(LL) n Vert(TL) n/a - n/a CDL 7.5 0 CLL 0 Lumber increase Rep Stress Incr . YES . WB 0.16 Hoa(TL) 0.00 n/a . CDL 7.5 . Code UBC/ICBO (Matrix) Min Length / LL defl = 999 Weight: 410 lb UMBER - OP CMORD 2 X 4 SPF 2100F 1.8E BRACING . . TOP CHORD Sheathed or 6-0-0 on center purlin spacing. directly applied or 0-4-6 on center bracing. id ceilin CHORD Ri OT CHORD 2 X 4 SPF 2100F 1.8E g g BOT THERS 2 X 4 VJW Stud - (Ib/size) 1=157/28-8-0, 17=3/28-8-0, 13=157/28-8-0, 20=143/28-8-0, 21=178/28-5-0, 22=178/28-8-0, 23=194/28-8-0, 24=116/28-8-0, 25=339/28-8-0, 19=178/28-8-0, 18=175/28-8-0, 16=194/28-8-0, 15=117/28-8-0, 14=339/28-8-0 Max Horz 1=229(load case 4), 13=-229(load case 3) Max Uplift21=-87(load case 4), 22=-101(load case 5), 23=-104(load case 4), 24=-64(load case 5), 25=-183(load case 4), 19=-86(load case 3), 18=-107(load case 5), 16=105(load case 3), 15=-64(load case 5), 14=-183(load case 3) 157 143 case case Max Gravlca7Se 1(~1024 oa 6(losd case 1jI~25= 39(load oase 1)~19=178(losd case8()Io18 175(losd case 8()~16= 94(load case j~oad 15=717(load case 1), 14=339(load case 1) ^ES (lb) CHORD 1-2=-103, 2-3=-93, 3-4=-75, 4-5=-79, 5-6=-79, 6-7=-78, 7-8=-78, 5-9=-79, 9-10=-79, 10-11=-75, 11-12=-93, 12-13=-103 CHORD 1-25=0 , 2425=0, 23-24=0, 22-23=0, 21-22=0, 20-21=0, 19-20=0, 18-19=0, 17-18=0, 16-17=0,15-16=0,14-15=0,13-14=0 S 7-20=-113, 6-21=-148, 5-22=-150, 4-23=-158, 3-24=-110, 2-25=-257, 8-19=-148, 9-18=-150, 10-16=-158,11-15=-110,12-14=-257 All plates are M20 plates unless otherwise indicated. . All piates are 1x4 M20 unless otherwise indicated. Gable requires continuous bottom chord bearing. Gabie studs spaced at 2-0-0 on center. For studs exposed to wind, see MiTek "Standard Gable End Detail" This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplik at t 21, 101 lb uplift at joint 22, 1041b uplift at Joint 23, 641b uplift at joint 24, 1831b uplift at )oint 25, 861b uplift at ~oint 19, 107 lb uplift at Joint 18, 105 lb uplift at Joint 16, 64 lb uplift at Joint 15 and 183 lb uplift at JUN 25 1997 A l1~ARNING - Yerify design parameters and RFr3D NOTES ONTHISAND REVERSE SIDE BEFORE USE. Design valitl for use only with MiTek connedors. This tlesign is basetl anty upon paramaters shown, antl is for an intlivitlual i buildin9 component to be installetl antl loatletl verticaliy. Applicabiliry of tlesign parameters and proper incorporation o component is responsibiliry of building tlesigner - not truss tlesigner. Bracing shown is for laterel support af intlivitluai web members only. Atlditional temporary bmcing to insure stability dunng consbuction is Ne responsibiliry of ihe erecmc Atlditional ~ permanent bracing of the ovarell sVUCWre is ihe responsibiliry of the buiitling tlesigner. For general guitlance regarding SC r fabncation, qualiry convol, srora9e, delivery, erection, antl bracing, consult aST-88 Qualiry Stantlarq USB-89 Bracing Speeifieation, and HIBA1 Hantlling Installing and Bracing Recommentlation available from Truss Plate Institute, 583 0' MIT2I( IIIdUCifICC, IfIC. 1 0NA1. OnofNO Drlve, Matlison, WI53719 0 a m~ ~ m Z s X r 'n x G I I ~ r m D ~ s s 3T m n 0 D ~ o > n fca ~ m O f s 0 z o aO J Z o n ~ j ~ o T o o a n ~a o S a~ ~3~m o,g °~5 co° '~fl~3~ z ~o ~o °-~m„ oy' ~mmm' Z ~ Q ~ N UI 0 0 ~l ~3 ~ x ~ y N N~ 0 N -u~i ~ O_ Y c . ~ N O O O-O O 00 00 oa3 '3 oao Q < -o mQ,~,No ~ coo °o yc(D 9 3 -°m' m m 50 am °=a 03= ~~m4o z N0 0 ~ 0 0 t m y0 n ~ O~ n~ ti > > Nrn> >Q ~p~' -O O Q O ~ O y n p O(y ~ v~ ~ ~p 4 6 0 0 0 2 ID - OO O_ O N ~ 0 ~(p N~ N~ ~ N Q y~ N N n ~ ~Q N p0~- ~ ~p Q_O ~y n a 0 N O_ ~ ~ a a N O . ; N TOPCHORD C O 0 m A A O ~ Ci N Z O ~ D Z H ti o Z m 41 m TZ y '^vs ~ O c Om^ O p A i m A 2 m o m m - W D m p ~p ~ ~ Z ; O N~ ~ P m V N-~i H ~ O 0, ~ A ~ O O J~ p D D p~ ~ w] S W CD P... ~I ~ Q 0 H T Q D ~ 0~~ C z P~ ~ V ~ m m ~ C m N O ,O N ~ O O ? m O O i W O ~ O m O O o Z 41 O(1 N g~~ O N ~ ~ o g Aq .0 °o 3>~v o Z. L L ~ CS ~ ; TOPCHORD @ U+ A W N ~ 0 ~O OD ~ P CT A W N W m~ ~~o ~o ~o~ ~yS o-o aQ3 00 OJ~ mQ3' 0~ Q.°0 sc EEp 3 C o > > m g m m -y `o o ~ < ~ 3 0~ 'm°o Ho ~o - o° Q~ m~~ ~m~ °y YQm ~D3 maa ~p ~ D o m-po °o' ~°o °so n° oa m~~ oQ;° D ° o° oaD (D o~(D Np F Qa 00 0~ N°c~o ~oo Q°" c~ic~ia o00 ~m~ 0am mm o3~p ~ a~_°o. 0 O ~ _ - 0- y~D - ca o°a mma o~ amm m.m oQ'o m~.< °~~6 °a y ° N.Omo ~p ~ a om -o~ ~ ~P~ 0° ~o ~"a 3~= Q`D' ~o 'o c~ ~ aF ~~m oy 30 oa o.o~ o~ o~ oo~ c~a Qn ~PO D ~ n ~ p p ~ oa 3❑-. no 0 00 30 3~N T < ° ~ p„ -L ~ 0 C0 m$ Q ~a Q~ -oo a~.°- m m oo 0m 3 ~0 " ~ O. ~ ys o3 fl~ m~', c5 o~- ~H °.a o~o ,~Dm a°~ n~ °o fl acm c n ~ O ~p N U p ~ p, n y cp -O . q~i y O N "O J 5~ (rp -p a~0 N ~ Q Q p Q0 p . n 0n ~~(0 •C y ~A ~ ~ ~ O ~ Q 5 (Q C Q fn ~ tn ~ Y.N ~ 0 (P O Q 0 ,V , y Q ~ &IL Q ~ ~ ~ ~ Q ? y ~ (D ~ O ~ ~ -Q~- 0 0 0 O- Q ~ N 'Q (D O 0 a a~ ~a ~ o'oa 0~`D m~ s (D ~D (D N ~ 7 ~ ~ K1244321 GE2 . I HOWE 16-11-4 16-11-4 4x4- 0 L6 m 6x6- 33-10-5 OADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP CLL 30.0 Plates Increase 1.15 TC 0.15 Vert(LL) n!a - n/a M20 128194 CDL 7.5 Lumber increase 1.15 BC 0.09 Vert(TL) n/a - n/a CLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 Na CDL 7.5 Code UBC/ICBO (Matrix) Min Length / LL defl = 999 Weight: 141 lb UMBER BRACING OP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Sheathed or 6-0-0 on center purlin spacing. OT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 2-0-0 on center bracing. THERS 2 X 4 WW Stud'ExcepY Except: . . . 8-22 2 X 4 SPF 2100F 1.8E WEBS 1 Row at midpt 5-22 EACTIONS (Ib/size) 1=1 7 013 3-1 0-8, 22=167/33-10-8, 15=170/33-10-8, 23=172/33-10-8, 24=184/33-10-8, 25=175/33-10-8, 26=201/33-10-8, 27=85/33-10-8, 28=398/33-10-8, 21=172/33-10-5, 20=184/33-10-8, 19=175/33-10-8, 18=201/33-10-8, 17=85/33-10-8, 16=398/33-10-8 Max Horz 1=269(load case 4), 15=-269(load case 3) Max Uplift23=-85(load case 4), 24=-103(load case 5), 25=-95(load case 4), 26=-108(load case 5), 27=-47(load case 5), 28=-214(load case 4), 21=-85(load case 3), 20=-103(load case 5), 19=-95(load case 3), 18=-108(load case 5), 17=-47(load case 5), 16=-214(load case 3) ORCES (Ib) OP CHORD 1-2=51, 2-3=-8313-4=-56, 4-5=-61, 5-6=-60, 6-7=-61, 7-8=9, 8-9=-58, 9-10=-61, 10.11=-60, 11-12=-61, 12-13=-56, 13-14=-83, 1415=-94 OT CHORD 1-28=0, 27-28=0, 26-27=0, 25-26=0, 24-25=0, 23-24=0, 22-23=0, 21-22=0, 20-21=0, 19-20=0, 18-19=0, 17-18=0, 16-17=0, 15-16=0 EBS 8-22=-137, 7-23=-142, 6-24=-153, 5-25=-148, 4-26=-162, 3-27=-89, 2-28=-299, 9-21=-142, 10-20=1153, 11-19=-148, 12-18=-162, 13-17=-89, 14-16=-299 All plates are M20 plates unless otherwise indicated. . All plates are 1x4 M20 unless otherwise indicated. Gable requires continuous bottom chord bearing. Gable studs spaced at 2-0-0 on center. For studs exposed to wind, see MiTek "Standard Gable End Detail" This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Tabie No. 16-8, UBC-94. J U Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at - joint 23, 103 lb uplift at joint 24, 95 lb uplift at joint 25, 108 lb uplift at joint 26, 47 lb upliftat joint 27, 274 Ib uphft at joint 28, 85 lb uplift at iomt 21, 103 lb uphft at jomt 20, 95 lb uplift at jomt 19,108 lb uplift at ioiM „p~ itiBu4a Nuxo~Piomt 17 and 214 lb uplift at joint 16. - 0~~~. A14ARNING-Yerifydesignparameter.randREADNOTESONT7iISANDR6'VERSESIDEBEFOREUS& Design valitl for use only with MITek connedors. This tlesign is basetl only upon parameters shown, antl is for an indivitlual .0 j buiidin9 component ro be installed and loaded veNCaity. Applicabiliry oi tlesign parameters antl proper incoryoration of component is responsibiliry oi builtling designer - not imss designer. Bracing shown islor laterei suppatl of intlivitlual web membere only. Atltlitional temparary bracing to insure stability tlunng construction is ihe responsibiliry of the erectoc Atltlitional uitlance re artlin ermanent bra in of ihe overall strucNre is the res onsibilit of ihe buildin desi ner For ene2l g p g p g g . g g g c y ni l r liv ti ntl bracin c nsWt OST-88 Oualit StanUaM DSB89 Bracin f bn ti li t tl r ~{l , s ery, e g, , g a ca on, qua ry co ro o age, e ec on, a o y Speeitieation, antl HIB-97 Hantlling Installing antl Brecing Recommentlailon available from Truss Plate Institute, 583 U' MITCk IndustrleC, InC. - Onofrlo Drive, Matlisoq WI53719 28 27 26 25 24 23 22 "17 zU la io ir io 0 W r v • m m a ~ s > o ~ m ~ ~ O D ~ X H R~ I I ~ O m 0 c ~ fl D j ~ ,Dy 07 _n O O :E 5 0 5 ~Z °°`°5 Z° °~D~ `mooac z o~~m °.5 ~°3 3~ a i6D -a ymm Q° c° o`o ~m~ ° x m>>o p ~-y o~ oaa ao am ~'ooo O - < m,~,No ~o 9o No '03 y 3 °O-° 6 = n n ~i C N -O (p N ❑ 0 m coo ~o o, n3~ ~ymqo -Z, y o o p ~ o p e m m o 8 p o Q Q.~ ~ D C ~ 7 (D m ~ " ] C) - c p ~ ~ O `p' ~ -O O Q O ~ O ui n p O(D ~ m? w ~~p y O Z C O O ~ N ~ N N B S Q~ O O N m o ~ con o n ~ ~ Ha °o m ooa ~ ~6 Qo~m ~ m a ~ 0 o DD(D p Q< . ; N TOP CHORD ~ m n c~ n m D,D,O y 0 C~ O O Ol~ Z N~0 Z N Z~ y Z D ~ r ~ D m yOD ~ = y -a ~Z p c OmO ,T O A ro m ~ C o W W- m D 1O muNio ~ 0 g@g N10 ~ P m o O \ N W 0 A s D W~ w] 02 ~ ~ ~ ~O~ O° Q o~m o g~ O~ a z P N b c?' m 3 ZZ C ' N;O V m ( ) W (n w v a v' > ~ m = v~ o=m ° O ~ 3 W O N ~ 0 :o m O O ~ Z 41 O f1 N ~ N n O y ~ m o (D OO wa A 3 r~° D O Z m 'D Z Z ~ ~ is . m r m cs ~ ~ TOPCHORD ~ (T A W N ~ J 9 PO V P CT A W N -Q T O Q .c mn oc,y c:~ -oo'°~c -o~n -oac oEc Qc oo~ on oQ~ fl w ~Q ~sj Qo m~~ U "x °II °Q3 p° (0~m a3m o~° ~S ~c.o ~ c ~ o ~ ~ o ' o °-=Q f m ~m 3 ~ Q a y 5 ~ a< Q ~ Q y ~ y ~ 41 ~ N(D 0 N~ Q. J~ F ~ 0 Q n N n~!n 0 ~ 1 ~ ~ ~ ~ ~ oo co 003 m N < ~mm <Qm ~ o-oo D a m m ~ F 0 a ~ O. O O ~ y O ~ ~ ~ ~ O_ (~D ( ~ (D ~ O ~ ~ (D ~ ~ ~ (U (D /0 O ~ ~ ~ O- c~p 0 O T ~ ' N y p, a N -6 a C Q Oo N(yD ~ fl H O. N N p~0j ~ O j ~(p ~ p ~ Q o O~ O N p y0 ~ ~°-x o~D ~o Fco o"~ ~.Q 3D 3<Y ~mo `x°' o ro g~ `y oo '~o m'(D oJ ~a ~oc af.m i+° NC o Q 00 0~ Q m 3 O Q a Q O ~ 7~ O y C~ ~ C C~ fl- (D O_ P p_ n- Q O ~ ~ a 3❑~, nQ o0 0'0 3Q 3a- ' Dp ~ m_2 -C ~ ~ °5 om ~o CDQ °m Q~ oo a~.°- mmy ,oo 3 pO o_`m ~ ~O~ y~ °a' fl~ mN 0- oo. ~co fl' oao a" ° °-o ~cm c'(~ ~ p° mD mm Ho ao mp c0 3 °-~y °~a °m °n 'oy umca Q 41 a N ~ y -6~ y n N~ ~ Q ~ j Q Oa ❑D ~ n Q O fµn f/i Q. D Q-0 < O~ Q~ ~ 0 N ~ O Q. ~ Q , ~ ~ j a ❑ Q + y ~ O ~y z < ❑ ~ ~ = N ~ ~ ~ N ~ ~ O O O O D o u a 0 0 ~ ~ ~ @9 ° ~ (Da ~ ~.o~ 0 'm~ J ° N (D m ~ ~ o_a Z GE3 I MOD. QUEEN I Z 11 19-6-0 39-0-0 19-6-0 19-6-0 Sx5 9 6.00 r7T g 10 11 6 7 12 13 0 5 14 ~ 4 15 3 16 2 3x5,- 3x5 ~ 17 1 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 6x6- - -1 K124433i ~ 39-0-0 ADING(pso SPACING 2-0-0 CSI DEFL (in) (Ioc) I/defl - n/a / PLATES GRIP M20 128/94 LL 30.0 Plates Increase 1.15 TC 0.20 11 BC 0 a Vert(LL) n Vert(TL) n/a - n/a DL 7.5 CLL 0.0 Lumber lncrease Rep Stress Incr 1.15 YES . WB 025 i Horz(TL) 0.00 n/a th / LL defl = 999 Min Len Weight: $73 Ib CDL 7.5 Code UBC /ICBO x) (Matr g MBER P CHORD 2 X 4 SPF 2100F 1.8E BRACING - TOP CHORD Sheathed or 6-0-0 on center purlin spacing. directly applied or 2-0-0 on center bracing, id ceilin OT CHORD Ri OT CHORD 2 X 4 SPF 2100F 1.8E g g B THERS 2 X 4 W W Stud Except: . . WEBS 1 Row at midpt 9-25, 8-26, 10-24 - 29-174/39-0-0 (Ib/size) 1=198/39-0-0, 25=145/39-0-0, 17=198/39-0-0, 26=177/39-0-0, 27=181/39-0-0, 28-181/39-0-0, - 1 30=209139-0-0, 31=50/39-0-0, 32=457/39-0-0, 24=177/39-0.0, 23=181/39-0-0, 22=181/39-0-0, 21=174/39-0-0, 20=209/39-0-0, 19=50/39-0-0, 18=457/39-0-0 Max Horz 1=324(load case 4), 17=324(load case 3) Max Uplift26=48(load case 4), 27=-105(load case 5), 28=-97(load case 4), 29=-95(load case 4), 30=-111(load case 5), 31=-29(load case 5), 32=-246(load case 4), 24=-78(load case 3), 23=-105(load case 5), 22=-97(load case 3), 21=-95(load case 3), 20=-111(load case 5), 19=-29(load case 5), 18=-246(load case 3) GJ \IUJ 77 , CHORD 1-2=-121, 2-3=109, 3-4=-65, 4-5=-79, 5-6=-78, 6-7=-78, 7-8=-79, 8-9=-77, 9-10=- 10-11=-79, 11-12=-78, 12-13=-78, 13-14=-79, 14-15=-65, 15-16=-109, 16-17=-121 CHORD 1-32=0, 31-32=0, 3031=0, 29-30=0, 28-29=0, 27-28=0, 26-27=0, 25-26=0, 24-25=0, 23-2420, 22-23=0, 21-22=0, 20-21=0, 19-20=0, 18-19=0, 17-18=0 S 9-25=-115, &26=-147, 7-27=-151, 6-28=-150, 5-29=-147, 4-30=-167, 3-31=-66, 232=-341, 10-24=-147,.11-23=-151, 12-22=-150, 13-21=-147, 14-20=-167, 15-19=-66, 16-18=341 All plates are M20 plates unless otherwise indicated. . All plates are 1.5x4 M20 unless otherwise indicated. Gable requires continuous bottom chord bearing. Gabie studs spaced at 2-0-0 on center. For studs exposed to wind, see MiTek "Standard Gable End Detail" This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live J N 2 5 1997 loads per Table No. 16-B, UBC-94. Provide mechanical connection (by others) of truss to bearing plate capable of withstandins 78 Ib uplik at - joint 26,105 Ib uplift at joint 27, 97 Ib uplift at Joint 28, 95 Ib uplift at Joint 29, 111 Ib uplift at Joint 30, 29 Ib 78 97 23 plift 105 rift uapy,@aat j~o n~t 3~pjo nt 21 P111 Ib upl'ift at joint 20, 29 Ib upl'ft at jo nt19 s d 246 Ib upl ft a jo nt 18 t 7oint O QI - LOAD CASE(S) Standard ~ - ~ Oq A WARIVING - Yerify design parameters and READ NOTES ON77iISAlVD REVERSE SIDE BEFORE USE. + Q 28252 Design valitl tor use only with MiTek connectors. This design is basetl only upon parameters showq antl is Por an intlivitlual builtling component to be installetl antl loaded verticelly. Applicabiliry of design parameters antl proper incorpo2tion of component is responsibiliry of builtling designer- not iruss tlesigner. Bracing shown is for lateral support of intlividual web + ~ )t~ members only. Atltlitional temporary brocing to insure sfebiliry tluring constmction is ihe responsibility of tha erector. Atltlitional permanent bracing of the overell strucwre is the responsibility of the builtlin9 designer. For general guidance regartling fabricafion, quslity conVOl, storage, delivery, erection, and brecing, consult OST-BB duality S[antlard, DS9d9 Bracing Specification, and HIB-91 Hantlling Insfalling antl Bracing Hecommentlatlon available from Truss Plate Institute, 583 D' MITCk InduIItll¢Y, Inc. Onofrio Urive, Matllson, WI53]19 , / 0 3 27 m D rv- m ~ i m O y A m O A a ~ > x N F n y IQ V k t. '7 m ~ 8~ ~a oa4Z1 04~~ zq o~y yDO ~-ooan z 3om ~03 3~ D~E O N . . -IC J " A C Q° D~~ o`o c(Dim3 m~>>m o mo~ oap S o°-o o ~oooo 0 ~c3 ~3 ao < , ~Qyyo ~ m 3 om m Qo coo ~°-~o ona ~3~ ~no ? yo ~o `°o0 9m ~o~ oo° oD s mD Q C O a J a . ti -p O 0- O p' O((p ~ y? ~ Jp ~ O O a (D ~ cn N F ~ O ~ ~ o a ' 0 C Z D ~ ~ T ~ .m Q m ' m (Q C. ~ 0 + _ Q (`D ~ O N O O a ~ ~(p Q,~ F w° ~ ° ma- T ~am C ~ O ~ =m ~ g TOPGHORD C m SmO c~ ~ ~ n n O Z N~oz ~ u = D Z D yZ~^ ~ ~ D 0 m ~o ~ ~ 0 C O mO ~ ~ A 3 m r°S ro m c p co w- m D m m~ o W 0 §P4 O O ~ p ~DD m~ wa 2 0~~ O P v~ Q O ~,JO„ p O~ ~v c Z P~ ~ V m m G l c K m ~ O ± I O V ,O CT ~ ti M~^ Q W ` y m~I O,O N ~ :O O m m D^ Y~ ~ O Q ~ W N ~ Q O m O O ~ Z 41 O f1 N C~ s y mo ~ ~ H .0 ~ oO L ~ V L OP O y ,fO < ~ cs N ; . TOPCHORD 0 U A W N ~ p ~O W ~ P O~ ~ W. N -0 T ~ QQ ~~n~£o°flo°oojc'o~ocn a QCfl~coco o ~onoQ 3 w 0 , y~o ~D o-o 0 0 3 oQ 'o~° o ~m ~3~ ~m 0 30 ;c.0 c ~ ~ ~ o~^ Co yo mo o dJ m Q ~ ~ Q `n~ ~~y Y ay D3 ~ o a~ ~ o ,-oy o ~5~ a-. -o-ow 0-0 m~, oQx o oa- oc° (p O~ J~ m ~ ~ coco 0~o. a ~.ay `om ~ ~ D fl 3 Da`~° = Qa o0 0~ ~ym ~oo ~ m o~g ~ m y o°Q ~m~ Dgm mm o3m m°- „ -Oo ~ O ~ . Q ❑ o Q f a 3~ y o. Q N o_ Q y°=cfl m v p; (0 _O Q C Q O~ O_ N(yD ~ fl~, Q(D N p~0j ~ 0 N~p ~ a O O~ O N O (G O q~ ~ oD o g ~ Q ~ 3<~ o x ~ Q~- i f ~o~ oNoo'No~?~.cp~ o~~-o~o~afQ mmm <4 o~mN ~n ~ g°m o~ 3o na ao~ a~ oy co oN~ Cs, ma aa a o; p0 n o~- om ~o m; m.~ ~n o~ ao a~.°- ~mH a3 00 `on mO~ c Q ~ N ~ O N C 0 p Q 4 O N~ (p ~ j a ~ y Q ~ Q O ~ (p ° o p~ ~ ~ y C W C(~ m' mm "N m'm y~ ° m❑ m'3 Cn'H °co °m a~ Co o(D(C) N a y 0 y 50 y~ J a ~ j ~ n~ Q~ , n ~ O O N ~ Q~~ C ~ ~ N ~ QQ ~ o~ o~ c~~ °ti ~o a~° o' m° ?a °Q 7 ~ y 7- °J a ~ ~ D ~ ~ ~ y ~ N ~ O l O O J O ~ < ~ ~ ~ ~ p > 3 (D ~ Q p y n ~n S ~ 0 O C- j v fl ~ n " y D N ~ ~ a Q N ~ N ? ~ ~ ~P t A 4 fflqf N ~ ~ ~ 1 s~~ . . .S7~bM ,yi✓bd~ ~Q/SN/ ~,vb S/✓O/S/m7W10 ~Q/SLO n t /1Lyor un/ ~ j saM . ~ ~ ,;$,SC 1 61 ...~~e _-j (7 oO -J- b 7--J ~l y i ,%O S ~ ~ u v ~ z ~ c ~ ~ 1 S aM .v 1 J' o/y M --7//! d 01 y/-n°S ~J . ~ ~ Z n t ~ ~ ~ n O , / oS/ ~ i i i i I i ~ j ~ i ~ 1 ~ r.. i o ~ i S i I i i i g< ~ tl--