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HomeMy WebLinkAbout03-2078 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 2078 7 ssue : 5 0 GENERAL BUILDING PERMIT 434-ADD/AL T RESIDENTIAL NOT APPLICABLE Est. Value: Cost: 18,000.00 Total Fees: 222.20 Amount Paid: 222.20 Date Paid: 5/20/2003 dress: 6200 12TH ST ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 02-26-21-0020-0300-0020 Name: MA TER GARAGE BUILDER Addr: 9112 US 441 OCALA, FL. 34480 Phone: Lic: Work Desc: DETACHED GARAGE Phone: 8--/2- 1- /J 3 !'lad sfoj,~ Crc1 ;;p 1/;tt~? I tf dbJ1/Ji-e tJt 9~tJ '{L~ <f! If' r f' -\ _ Q \;~.c~o '1<<0 ~\, ( "v \1\ IA'J \f (\V q' PRE-SLAB i/ ;~~: - ~ ~ ::~~ CONSTRUCTION POLE - - 2ND ~OUGH PLUMB DUCTS INSU~~~~ LINTEL ' I PRE-METER /;.-/'J--?-.~~~ lfJo WATER FINAL MECHANICAL FRAME · MISC ,SEWER MISC INSULATION WALL I MISC MISC. MISC. INSULATION CEILING MISC. MISC. MISC. DRIVEWAY MISC. MISC, FIRE DEPT. FINAL REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade: (a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when inspection called (d) Work not ready for inspection when called (e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice f~-- improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of ment." ~_--- _ ~ NO CCUPANCY BEFORE C.O. .' ~-~ NTRACTORS SIGNATURE PERMIT OFFI CALL F~NSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER lJI1NmR' 8 IlM1R..~iJIiIf'" _~ 1J!4. ,TOB 8 t'l'H1 AJ1tJ~R1SS'd Cr,:(~O .,_.lg.+.!1._ CITY OF' ZEPHYRHrIlLS PERMl'l'APPldCA'l'lON Blll1,fJUlU DBlI?1\:R'rMBlN'l' 53.35 eth S'l'Rl!lIll'r 7.B1I?HYRHII,r,S, P'1133B40 , PhotHUR13-780..0,1l20 h~leU'78(J0021." ~,,0, '",-7 / lJA'rm RB<1l11iVliln ........::< ,'.0P 3.. PI,I\NS RIllVI!l1W lI'HIll.,.,.." . __ _e().!e.. $'L_.. 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UP' 11ECHAI,W r1\I, UfS'l'1\!,J'/\'I'tn!1 'I'YPIJl uP' CUl,lS'I'fHH!T WN I [I EI,()(!K )( FRI\!1El P.JI1ISHFlIl P.'[.oOR mr,E1VATWHS g,gJ!./...,T!?... ~IJS /tiSI#C e f] S'['EJF.1I, g-7r~ ~/O ... 0'" IJ I-to RoS 5 LJ (~lI8 r.J ROOF' nl<~ U SPElC't1\l,'l'Y II OTHElR Ll 01'11 RJ.R rs I?RO,JElC't' IN FT,OO!l ZOHI1l J\RRlI\r.1 yrnA A'HU RTfrr.llm~ F.J 1 tnll\'I'llHm " +< * ~ * 'I< " '" '* '* '* * '* * * * " * * '* '" * * * * '* *~ * * +0 '* ,\ * '* * * * * " * " * " " * * " * * " " " " * * * " * '" " * * * mr,!lICl1l'RIl'!!1IH ~ ,/ /? 81IHm'1'lmf1I_,/~d~,.. r~OI1P1\H'l_, .~". STATE: ('HiRT UR RE(H AT 11 (!I'ry PR()C')1)B8TN(~ II ~ * * ~ ~ * ~k k * * k ~, * * * * * ~, * ,~ * ',\ * * * * * I< * * * * * " I< * * ,L* * * * * ',~ * * * * * * I< * * " * ~ ~ * * * * * * * * PJltJHF.lJllR. ...-. .'...........~.. .... .. _._...~..~~... _.. --"-.- ~.. .._.....~.-._.-.__._4 ...__._ __...' __.. .__._..____ C!CJI,lPlIl.JY.. "__..". ,. ._.... __._.,_.. STATEJ CElR'1' OR f1.Ell1IAT 11 _'..__._,.... CfTY PROCroSSTN8 II 8 rtHlll'l'tlR RI SWl'T1\'T't IIH1] .*****"*************"'***"'**.*******~*******************A"*"****,,* (;'J/I1PANY,___.___...._.......,_.___ _, STl\'rE1 r'l11RT OR RElf1T8T H ('IT'{ PRUI'1':!18SHJll II .. .-.-...------.- .... --. -'-... --.,..-. MRlf!It'AUI CAr I .-. ---. --..-..-.. ..... ..." .--....- .~_.__.. h____ _____. ****"******************************************1<********"*****'*** O'rtIR1R ... _._---~..._...__....- -- ._...__..._._~--,_.,..-._--_.._..__. -.-- ,_. '--"'-"~--'-"-- f!CJI,1PA.I1Y -----.-- .---..----...- S']'lI'I'PJ l'mR'l' UR RF1fHFl'l' 1/ CITY PfUX'E1SS IWJ II A JrRm'I't/Rfll . -.. "----~-_.._.-._-..._..~_. ...L___....__________._~._,. _._~._.~_._____. **********************************"*******"*********'******~*~*+o** CONDITIONS OF PERl'lIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" wld eh may be more restrictive than Ci ty t'e9ulations. The undersigned a::;sumes responsibLli ty for compliance with any, applicable deed restrictions. B. UNLICENSED CONTRAC'l'ORS AND CONTRACTOR RESPONSIBII.I'l'Il!;S If the o.mer has hired a contractor or c~ntractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor i::; not licensed a.:i required by la.l, both tbe mmer and contractor may be cited for a rnisdemecHlor violation under state law. If the mwer or intended contractor are uncertain a::; to ..hat licensing requirE:lmenLs lllay apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, ~13-7B8-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application tor whicll they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor .Jishes you to sign a~ contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRAl'lSPOR'l'ATION U1PAC'I' E'EES AND U'l'ILI'I'Y CONNEC'I'ION FEES D. CONSTRUCTUION LIEH LAW (CHAP'l'ER 713, FLORIDA STA'l'UTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Con~truction lien Law - Homeo"mer's Protection Guide" prepared by the ~'lorida Department of Agriclllture and Consumer Affairs. If the applicant is someone other that the "owner:", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to conunencement. E. COWl'RAC'l'OR' S/OWNER' S AFFIDAVI'l' I certify that all the information in this application is accurate and that all work will be done in compliance Hith all a.pplicable laHs regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do Hork and installat1.on as l.ndicated. I certify that no work at installation has commenced prior to issuanco:: of a permit and that all Hork will be performed to meet standards of all laws regulating construction, C1.ty codes, zonin9 regulations, and land development regulations in the jurisdiction. 1 also certify that I understand that the regulations of other governmental agencies may apply to the intended "/oL'k, and thaL it is my responsibility to identify what actions I must take to be in compliance. Such agencie~ include but are not limited to: -I'Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *SouthHe~t Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Wato::rcourses *Anny Corps of Engineers-SeaHalls, DOcks, Navigable Waterways ALJepartment of Health &. Rehabilitative Service::;, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U. oS. Environmental Protection Agency'-Asbestos abatement I al~o certify that, if fill material is to be used in Flood Zone "A" or "A,ete,", it is understood that a drainage plan addressing a "compensating volume" will be submitted which i~ prepared by a professional engineer registered in the State of Florida prior to permit is~uance. A permit issued shall be construed to be a license to proceed with the work and not a~ authority to violate, cancel, alter, or set aside any pr6visions of tile technical code~, nor shall issuance of a permit prevent the Building Official from thereaftE:lr requ1.ring d correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by SlICh permit i.::; cOllunenced within six montlls of issuance, or if work autho~ized by the permit is suspended or abandoned for a period of six months after the time the work is conunenced. One 90 day extension of time may be'allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official, An approved inspection must be Jogged during each six month period, or the project will be considered abandoned. WARNING '1'0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN'l' MAY RESULT IN YOUR j?AYING TWICE FOR IMPROVEMEN'l'S TO YOUR PROPERTY. U' YOU INTEND '1'0 OB'l'AIN E'INANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMEN'I'. JOBS UNDER $2,500 IN VALUE DO NO'l' NEED '1'0 RECORD AND POST A "NOTICE OE' 'MMENCEIvlEN'r". S'rA'l'E OF FLORIDA COUNTY OF- ~~;o~:r:~~~sin~:;to~a~~OW1~~ by ~JJ",. {, (name of person acknowledged) PWho is personally known to me, or SIG ATU . CONTRACTOR STA'l'E OF FWRIDA ~ A!, COUWl'Y OE' ~ (,.; Jt!. 'I'he Ioreg01.ng inzrument was acknowledged Before me this day of , 2'C~ by' _ (name 0 p rson ~cknowle ged ~10 is personally known to me, or DHho has produced (type of ie nLificaUoll) d 10' take an oath _._~ :' _ ~ COMMISSION 1/ CC960753 ~ ~'. .kg August 13, 2004 ~'7.;r,i>>w.~'~ BONDED lHRU TROY FAlHIIISUlWlCf.INC. "'ft'" Master Garage Builders 6200 - 12th St. SQ. FEET PRICE MAIN OR LIVING: 720 $ 25.00 OTHER AREA UNDER ROOF: - $ 25.00 OTHER: - $ - VALUATION $ 18,000.00 FEE SHEET $ 120.00 ADDRESS $ - DRIVEWAY $ - BUILDING: $ 180.00 CREDIT: $ - BUILDING LESS CREDIT: $ 180.00 ELECTRICAL: $ 35.00 PLUMBING: MECHANICAL: RADON: $ 7.20 TOTAL $ 222.20 SEWER: $ - WATER: $ - IRRIGATION: $ - TOTAL: $ - I r I I I WATER METER:I $ IRRIGATION METER $ ~ I SUB-TOTAL $ 222.20 I SIF'S:I $ 97.5% $ 2.5% $ TIF'Sr 99% $ 1% $ - I - I TOTAL: $ 222.20 I S TAT E 0 F F L.O RID A DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to call home" JEB BUSH Governor STEVEN M, SEIBERT Secretary September 17,2002 Jay D, Carter, President Master Garage Builders, Inc. 9112 South US Highway 441 Ocala, FL 34480 RE: Manufacturer Certification: Master Garage Builders, Inc. To manufacture: Prefabricated Walls and Gables Manufacturer 1. D. Number: MGB-Y90 This approval expi;es: September f6, 2005 Dear Mr. Carter: I am pleased to inform you that the Department of Community Affairs has granted Master Garage Builders, lnc, approval to manufacture prefabricated walls and gables for installation in Florida, This approval is granted pursuant to your submittal which was found by this Department and your inspection/plans review agency to be in compliance with the Manufactured Buildings Act. Design of prefabricated walls and gables must be approved for compliance with the Florida Building Code by your third part)' inspection/plans review agency before manufacturing them. Prefabricated walls and gables must be inspected by your third party agency during the manufacturing process for code compliance. On site installation requirements are specifically and entirely reserved to local authorities. These requirements must be reasonable and uniformly applied as conventional construction, A copy of this letter must be attached to the approved plans when making application for local building permits, ~--i:5Y' 2 J Mo Madani Planning Manager, C.B.O, Codes and Standards Office lJ:akd cc: Danny Kelmemur, NDI 2555 SHU,',IARD OAK BOULEVARD. TALLAHASSEE, FLORIDA 32399-2100 Phone: 850,488,8466/Suncom 278,8466 FAX: 850,921.0781/Suncom 291,0781 Internet address: hltp://www.dca.state.(I.us CRITICAL STATE CONCERN f'ElD OffICE 2i96 o..t'r~Js Highway, Suil\! 212 .....\.)fJ[hon, F I.. J 3050-2.2 2 7 ()051189.~.I02 COMMUNITY PLANNING 2555 ShumJrd O.lk BouJe'w'Jrd TaIlJhJ''''', Fl 3 Z 399.21 00 (850) 468.]356 EMERGENCY MANAGEMENT 2555 Shumard Oak Boulevard Tal]JhJHe~. Fl 3~)99.2100 (aso) 41).9969 HOUSING &. COMMUNITY DEVElOPMENT 2S5S Shym.lfd O.k Boulevard T 411.ih~~s.ee. fl ) 2399-21 00 ,6501 46&-7956 . STATE OF flORIDA o E PAR T r\t\ E N T OF C 0 tv, M U NIT Y , AFFAIRS 'Oedicat~d to making Florida a better place to call home" JF!l 8\';5H Gov-e roo ( STEYV, M. SEi8HT Suc,~ ~MORANDUM R.E: Building Officials, Manufactur~ and Agencies Da J one51 Department of Community Affairs .~ \~ Requirement for Raised Seals for Manufactured Buildings/Sheds TO: FROM: Dr.TE: March 15, 2002 The Florida Building Code does not require original signed and sealed pla.'1~ be submitt~d to the lecal building dejJart."!lem to obtajn a permit for installation or erection of a closed structure manufactured in a manufacturing facility, The insigria issued by the State v:e.rifies the plans have been reviev.'e<J. and the buildings inspected for complia.."1ce by the State and determined to comply with applicable codes. : The State of Florida maintains a set of sealed plaI"..s reviewed and approved by a Florida Lice:1seC. Modular Plar.s Reviewer and inspection reports conducted at the manufac:u:nng facility by Florida licensed Modular Inspectors. Tne manufacturer should supply a copy of the approved pians w:t."1 the pennit application. You may also review the 31'proved plans by accessing the Florida Building Code bformation System website ate www.i1oridabuilding.org), Manufactured Building Progriun. Site-related installation requirements (foundation., etc.) are specifically aJ1d entirdy reserved to the local authority," I If you need additional information, please do not hesitate to contact me at 850-922-6091 or e-mail: ila.ion~s@d~a.st3te.f1.us 2555 SHUMAltD OAl( SOUlEVARO . TAll.AHASSEE, flOltlO... 3239'-2100 Pnone: 8S0,~8a 846&/Suncom 2i6.l\466 FAX: aSO.921,07a1/Suncom 291,0781 Internel ac!drtn: nltP:llwww.dc3.Slal~.r1.u~ Cl'lfC',L rr..n COHC1ltN ntlD O~>C2 2~~__,;_212 _. 'l ):IG(.o-~n7 "MI ;O"'~4OJ COMMl/WlT'I' 'VJolN.N<: 2H' ~ 0.. 5o<M........ T_,/l J:D-.l,C:O '''01 ~). fMl~ MAH..e!MlNT ~,!, Sh....-.s 0.... ..._.._; r~.H J2J""J'OO l,&~...,)......, WOV~NC .. c~...TY ONllOl'MaNT lHt~c........- 'T~ rt J~3"""J1CO \a.J.Ol........7~ . w. CLIFF McDUFFIE Mayor CITY COUNCil CLYDE C, BRACKNEll Council President ELIZABETH A, GEIGER Vice President MICHAEL M, BUSSEll CATHll. COMPTON LANCE A, SMITH STEVEN F, SPINA City Manager LINDA 0, BDAN City Clerk THOMAS P McAlVANAH City Attorney ;. "~1 t City of Zephyrhills ~ ~ iDevee 1U~ 5335 Eighth Street · Zephyrhills. Florida 33542-431 2 (813) 780-0000 . FAX (81 3) 780-0005 May 6, 2003 Mr. and Mrs. Richard Cole 6200 12th Street Zephyrhills, FL 33542 RE: Petition for Conditional Use Parcell.D. No, 02-26-21-00.20-00300-0031 Dear Mr. and Mrs. Cole: This letter is to advise you that at the April 28, 2003 regular meeting of the Zephyrhills City Council, your conditional use petition for an accessory structure was approved. A copy of the minutes are enclosed for your information. If you have any questions, please call me at (813) 780-0006. Sincerely, UK (~ Todd Vande Ber~ / ,_ Director of Development Services cc: enclosure (1) n .';~ 5, 6. 7, 1111111111111111I111111111I11111111I11111I1111111I11111I 1111 2003018053 Rcpt.: 611129 OS: 0.00 05/02/03 Rec: 6.00 IT: 0.00 Dpty Clerk (For Recorder's use only) PERMIT NO, NOTICE OF COMMENCEMENT COUNTY OF -ds to STATE OF FLORIDA The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following infonnation is provided in this Notice of Commencement: I. Legal Description of Property & Parcel No, ~.9 ~ 8, ~. .A:k, ~ ~~~ .h~, ~ 2 -r:~Z~1 e~~ZI ~ a4~ :r..w-~ Z , , -7~ 2, 3, General Description of Improvement: Owner Infonnation: Name~h,4~d Address (,~O() Cit~ State U. ZiPl!S'~Z-Interestinproperty~/~ I Name of Fee Simple Titleholder (If other than owner): AJ fA Address City State Zip contrnc~~ ~.Address-rI)fO liS 9~ ~ City ~4t~ State U. Zip ~.3~()9 'R AJ..4 , State_Zip Surety Name Address City Amount of Bond: $ Lender Name A~A Address City State Zip JEO PITTMAN~ PASCO COUNTY CLERk 05/02/03 1~:35am 1 of 1 OR BK 5339 PG 1908 Expiration date of Notice of Commencement (the expiration date is (I) year from the date of recording unless specified: 1i5tte /llj~~ ~ STATE OF FLORIDA) ~9- COUNTY OF :ti;;s ~O . J J The foregoing instrument was acknowledged before me this "1/.90/0.$ ,by tJ~_ &lR Who is 64 personally knO\~ to me or( ) who p uced ' / ~ As iden.(ifi 'on and W OJL yvid or ) did no tak~ and oat, -... ."",", R .~\.,....rs-;;~. oss A Grahling t..tJs."\;~ MY COMMISSION # CC960753 EXPIRES ~.~W August 13, 2004 "~~t:.i~~' BONDED THaU TROY FAIN INSURANCE, INC. Signature of Owner: Printed Name of Owner: russ russ ype . ST87315 Bl PIGGYBACK TRUSS '1'0.~ 2-8.2 I 5.0-0 15-0-0 1.0-0 2-8.2 2.3-14 10-0-0 5,00[12 2x4 3x7 Y 3 8x8 ~ 25-0-0 10-0-0 ,27.3.14 I 30-0-0 3/-0'9 2.3-14 2-8-2 1-0-0 4x4 = 5 SEe MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 2x4 II 6 18,75 [12 18 2x4 II 7 16 2x4 II 17 2x4 II a N 6 a >N 6 15 4x8 // 14 6x6 = 13 12 6x8 = 5.3-8 5-3.8 15-0-0 9-8.8 24-8-8 9-8-8 11 6x6 = 30-0-0 5.3-8 10 4x8 \\ LOADING (pst) SPACING 2-0-0 CSI DEFL in (Ioc) TCLL 20,0 Plates Increase 1.25 TC 0.71 Vert(LL) OAO 12-14 TCDL 7.0 Lumber Increase 1.25 BC 0,76 Vert(TL) 0.39 12-14 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.02 9 BCDL 10,0 Code FBCfANSI95 (Matrix) 1st LC LL Min Ifdefl = 240 Ifdefl >444 >459 nfa PLATES MU20 GRIP 1971144 Weight: 227 Ib LUMBER TOP CHORD 2 X 6 SPF No,2 'Excepl' 3.52 X 4 SPF No.2, 5-7 2 X 4 SPF No.2 OT CHORD 2 X 8 SPF No,2 NEBS 2 X 4 SPF No.2 'Except' 3-72 X 6 SPF NO.2 OTHERS 2 X 4 SPF No,2 BRACING TOP CHORD BOT CHORD WEBS Sheathed or 54-14 oc purtins. Rigid ceiling directly applied or 8-94 oc bracing, 3 Rows at 1f4 pts 3-7 [P] REACTIONS (Ib/size) 1=1579fO-3-8, 9=1579/0-3.8,12=1334/0-3-8 Max Horz 1=394(load case 3) Max Uplift 1=478(load case 4), 9=480(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1818,2-3=-1689,7-8=-1689,8-9=.1818, 3-4=-997, 4-5=-966, 5-6=-966, 6-7=-997 BOT CHORD 1-15=0,1-14=895,13-14=916,12-13=916, 11-12=916, 9-11=895, 9-10=0 WEBS 2-14=49,8-11=49,3-18=-58, 16-18=-59, 16-17=-59, 7-17=-58,3-14=644,7-11=644,5-16=479, 6.17=-233,4-18=-233 NOTES 1) This truss has been checked for unbalanced loading conditions, 2) This truss has been designed for the wind loads generated by 130 mph winds at 15 ft above ground level, using 7.0 psftop chord dead load and 7.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure C ASCE 7-98 per FBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed 10 wind. The lumber DOL increase is 1,33, and the plate grip increase is 1.33 3) Ceiling dead load (5.0 pst) on member(s), 3-18, 16-18, 16-17, 7-17 4) Boltom chord live load (40.0 psI) and additional boltom chord dead load (10,0 psI) applied only to room, 12.14, 11-12 5) Provide mechanical connection (by others) of truss to bearing plate capable or wilhstanding 478 Ib uplift al joint 1 and 480 Ib uplift at joint 9, 6) This truss has been designed with ANSlrrP11-1995 criteria. LOAD eASElS) Standard ~~ MAR 1 2 2002 A WARNING. V.riIit ct..!"" pa........t.... and READ NOTES ON THlS,,ANJNU;l'ERSE SID!: BBFORI!: USE. Oesi<;ln valid lor use only wUh MITek connectors, This design Is based only upon paralTl4lers shown. and Is lor on IndiVidual building component to be Installed and loaded Vertically, AppllcabHUy 01 design parameters and Ploper incorporation 01 component Is responslbllUy 01 building desi<;lner . not truss desi<;lnel. Bracing shown Is lor laleral supporl 01 individual web members only, AddUlonaltemporary bracing to Insure sfabllUy during construction Is the responsibility 01 the e,ector. AddUlonal permanent b,aclng 01 the overall structu,e Is Ihe ,esponslbllUy 01 the building desi<;lner. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consuU Q5T.8I QualUy Sfandard, D5B.89 Bracing 5pecUlcallon, and HIB.91 Handling Inslalllng and Bracing Recammendatlon available Irom Truss PIote Inslllute, 583 O'Onohlo Drive, Madison, WI53719, all" MiTek@ CI) ~ ~ c:: en 'Oo.Q -C - (I) G) m Ol '" .-. 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A. ~ x ~ TI Ol .= dl 6- .~ OlU ~ 0 - ~ 0.0 c- oQ +=Ol B:Q ..Q:g '" 0 2::J o c u:;::: 0'05 ~.f;u o < ICl: CD .... < ICl: t!! ~ :J U +-u 00 ~~ c-+- .00 :;:-0. on c ::J o~ += en 00l u.!; o ~ -0 '" Ol 2.0 O..c .~ U TIE .f;~ \!~ 0- o <xi o ~ '" ~ russ russ ype Qly Ply PIGGYBACK TRUSS S, 4.201 -1-04 1-0-0 5-0-0 5-0-0 15-0-0 10-0-0 5,00/12 4x4 = 7 25.0-0 30-0-0 3j'0-? 10-0-0 5-0-0 1-0-0 SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAil FOR CONNECTION TO BASE TRUSS 18,75 [12 2x4 All plates are 2x4 M20 unless otherwise indicated. 3x7 ~ 3x7 .::::- 8x8 ~ II o N 6 o :r~ o 28 4x8 II 27 26 25 24 23 22 21 20 19 18 17 16 15 2x6 II 2x6 112x6 II 2x6 II 2x6 II 8x8 = 2x6 II 2x6 II 2x6 II 2x6 II 2x6 112x6 II 2x6 II 14 4x8 \\ 15-0-0 15.0-0 30-0-0 15-0.0 Plate LOADING (pst) SPACING 2-0-0 CSI DEFL in (Ioc) Udell PLATES GRIP TCll 20,0 Plates Increase 1.25 TC 0,14 Vert(lL) 0.00 1-28 >999 MII20 197/144 TCDl 7.0 lumber Increase 1.25 BC 0,14 Vert(TL) 0.00 1-28 >999 BClL 0,0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.01 13 nla BCDl 10.0 Code FBC/ANSI95 (Matrix) 1st LC LL Min Udell = 240 Weight: 321 Ib LUMBER TOP CHORD 2 X 6 SPF NO.2 "Except" 3-72 X 4 SPF No.2, 7-112 X 4 SPF No.2 dOT CHORD 2 X 8 SPF No.2 WEBS 2 X 4 SPF No,2 "Except" 3-112 X 6 SYP No,2 OTHERS 2 X 4 SPF No,2 BRACING TOP CHORD BOT CHORD Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. [P] REACTIONS (Ib/size) 1=227130-0-0, 13=227130-0-0,22=144130-0-0,26=129130-0-0, 16=129130-0-0,27=186130-0-0, 25=96130-0-0,24=161130-0-0,23=150130-0-0, 21=139130-0-0, 20=144130-0-0, 19=150130-0-0, 18=161/30-0-0, 17=96/30-0-0, 15=186130-0-0 1 =394(load case 3) 1=-257(load case 2), 13=-162(load case 3), 22=-71 (load case 4), 26=-60(load case 3), 27=-618(load case 4), 25=-63(1oad case 4), 24=-131 (load case 4), 23=-120(load case 4), 20=-66(load case 5), 19=-122(load case 5), 18=-136(load case 5), 17=-52(1oad case 5), 15=-614(load case 5) 1=371 (load case 4), 13=282(load case 5), 22=144(load case 1), 26=291 (load case 5), 16=220(load case 4), 27=258(1oad case 2), 25=99(load case 7), 24=161 (load case 1), 23=152(load case 7), 21=139(1oad case 1), 20=144(1oad case 1), 19=152(load case 8), 18=161(load case 1), 17=99(load case 8), 15=255(load case 3) Max Horz Max Uplill Max Grav FORCES (Ib) - First Load Case Onty TOP CHORD 1-2=-153,2-3=-117,11-12=-117,12-13=-152,3-4=21, 4-5=-46, 5-6=-37, 6-7=-39,7-8=-39,8-9=-37, 9-10=-46,10-11=-58 BOT CHORD 1-28=0,1-27=44,26-27=43,25-26=44,24-25=44, 23-24=44, 22-23=44, 21-22=44, 20-21=44,19-20=44 ,18-19=44,17-18=44,16-17=44,15-16=43,13-15=44,13-14=0 WEBS 3-36=-31,32-36=-27,31-32=-27,31-33=-27, 29-33=-27, 29-34=-27, 30-34=-27, 30-35=-27, 35-37=-26, 11-37=-30,3-26=-99, 11-16=-100,7-29=-92,9-30=-84,5-31=-84, 4-32=-172, 6-33=-114,8-34=-114, 10-35=-172,2-27=-113,25-36=-55,24-32=-122, 23-31=-110, 22-33=-104, 21-29=-99, 20-34=-104, 19-30=-109,18-35=-122,17-37=-55,12-15=-113 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 130 mph winds at 15 ft above ground level, using 7.0 psf lop chord dead load and 7.0 psf bollom chord dead load, in the gable end roof zone on an occupancy category I, condilion I enclosed building, with exposure C ASCE 7-98 per FBClANSI95 If end verticals or cantilevers exist,they are exposed to wind. Ir porches exist, they are not exposed to wind. The lumber DOL increase is 1,33, and the plale grip increase is 1.33 ":ontinued on page 2 ~~ MAR 1 2 2002 A WARNING. V.r(/it d..f.,.. pa........t.... and !mAD NCYl'ES ON TBIS AND' ~ SIDE BEFO!m USE. DeslQn valid for use only wnh MlTek connectors, This design Is bosed only upon parameters shown, and Is for on individual building component to be Inslolled and loaded vertically, AppllcabKnyof design parameters and proper incorporation of component Is responslbllny of building deslQner _ not truss deslQner. Bracing shown Is fa, lateral support of Individual web members only, Addnlonaltemporary bracing to Insure stabllny during consf,uctlon Is the responslblllty of the erector. Addnlonal permanent bracing of the overall structure Is the ,esponslblllty of fhe building deslQner, For general guidance regordlng fabrication, quality control, storage, delivery, erection ond broclng, consun QST.88 Qualny standard, OSB-89 Bracing Speclflcaflon, and HIB-91 Handling Inotalllng and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrio Drive, Madison, WI53719, Mil" MiTek@ CI) (I) .... o z > .... (I) 'I- C (/) C a.... (I) C (I) ~ €" 0) a. o ... A.. 0) en 6~ O::::J "C:E go 05 ~l!! 00) = A.. 0... LL.O 00) -0) !o ::::JE .- 0 ~o E (I) .... CI) > (/) C) c .- a.... 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ICIl: o l- V W Z Z o u ~ ~ -'Job Iruss Truss I ype Qty PlY 1 ST87315 B1GE PIGGYBACK TRUSS s, ~~"'~~ (optional) 4.Z01 ::it<1 e Aug 202001 MI ek Industnes, Inc, Mon Uec 31 u"':'l6:.14 z001 Page 2 NOTES 3) Gable requires conlinuous bottom chord bearing. 4} Provide mechanical connection (by olhers) of truss to bearing plate capable ofwilhstanding 257 Ib uplift at joint 1, 162lb uplift at joint 13, 71lb uplift at Joint 22, 60 Ib uplift at joint 26, 6181b uplift at joint 27, 631b uplift at joint 25, 1311b uplift at joint 24, 120 Ib uplift at joint 23, 661b uplift at joint 20, 1221b uplift atjolnt 19, 1361b uplift at joint 18,52 Ib uplift at joint 17 and 6141b uplifl at joint 15, 5} This truss has been designed with ANSVTP11-1995 criteria. lOAD CASEIS) Standard ~~ MAR f 2 2002 A WARNING - V.rify .....".. para....t.... and BAD NCYI'aS ON THIS AND REVERSE SlDa BaFaRE UU. OeslQn valid for use only wnh MlTek connecfolS, This design Is based only upon parameters shown, and Is tor an Individual building component to be Installed and loaded vertically, Applicability at design parameters and proper incorporation of component Is responslbllny of building deslQne, . not truss deslQner, Blaclng shown Is fOI lateral support at individual web membelS only, Addnlonal tempolary bracing to Insure stabllny during construction Is the responsibility at the erector. Addnlonal permanent bracing of the ove,aH structure Is the responslbllny of the building deslQner. For gene,al guidance re<;lardlng tab'lcatlon, qualny conlrol. storage, delivery, erection and bracing. consun QST.88 Qualny standard, 058-89 Bracing Speclflcallan, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrio Drive, Madison. Wl53719, III" MiTek@ CI) Q) ~ o z > ~ Q) 'I- C en C a.. Q) c: Q) ~ ~ Q) a. o ~ D.. Q) en 6~ 0:] 'C"c "'5= 00 05 ~I!! 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PERMIT # d-o 7 f) ADDRESS: haoo /t3-m'sr ~~/<!!Y- . CHEMICAL USED: ~/1/fi0 ,,;If. 7c:/" 9Te TOTAL GALLONS USED: LJ 0 FINAL MIX SOLUTION: I / % APPLICATOR NAME: ~ ________ AREA (S) TREATED: LIVING AREA GARAGE ~ORCHES - - - - DRIVEWAY APRON FINAL PERIMETER ;- -... I aJli. ~ I~~, ~ 2 x x 6'-0" SIZE TO MATCH TOP CHORD OF PIGGYBACK, ATTACHED TO ONE FACE OF TOP CHORD WITH 2 ROWS OF 10d NAILS SPACED 6" 0, . AND STAGGERED STANDARD PIGGYBACK TRUSS CONNECTION DETAIL ST-PIGGV MiTek Industries, Inc. DECEMBER 2, 2002 Page 1 of 1 PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO EACH PURLlN WITH 2 - 16d NAILS T ENAILED, w ATTACH EACH PURLlN TO TOP HORD OF BASE TRUSS WITH 2 - 16d NAILS, BASE TRUSS SPACE PURLlNS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24" O,C,), ATTACH EACH PURLlN TO TOP CHORD OF BASE TRUSS WITH 2 - 16d NAILS, FOR PIGGY BACK TRUSSES WITH SPANS < 12' SCAB MAY BE OMMITED PROVIDED THAT: ROOF SHEATHING TO BE CONTINUOUS OVER JOINT (SHEATHING TO OVERLAP MINIMUM 12" OVER JOINT) NOTE: A PURLlN TO BE LOCATED AT EACH BASE TRUSS JOINT. IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: REPLACE TOE NAILING OF CAP TRUSS TO PURLlNS WITH GUSSETS AS SHOWN, AND APPLY PURLlNS TO LOWER EDGE OF BASE TRUSS TOP CHORD AT RECOMENDED SPACING SHOWN ABOVE, 6" x 6" x 1/2" PLYWOOD (or 7/16" OSB) GUSSET EACH SIDE AT EACH BASE TRUSS JOINT. ATTACH WITH 3 - 6d NAILS INTO EACH CHORD FROM EACH SIDE (TOTAL - 12 NAILS) FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: VERTICAL WEB TO EXTEND THROUGH BOTTOM CHORD OF PIGGYBACK '---- 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE, GRADE, AND MUST LINE UP AS SHOWN IN DETAIL. 2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH BOTTOM CHORD SO THAT THERE IS FULL WOOD TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK AND THE TOP CHORD OF THE BASE TRUSS, 3) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS, 4) ATTACH 2 x x 6'-0" SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d NAILS AT 3" O,C, STAGGERED, (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) 5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM c- ~ /' " IJ CONCENTRATED LOAD OF 3700 LBS (@1,15), REVIEW Y\..-.-J' ~ BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 3700 LBS, JUL 2 2 2002 A WARNING. V.r(fit .alp pa........t.... and RBAD NOTES ON THIS AND RBVBRSI!: SIDE BBFORB USE. OeslQn valid lor use only wnh MlTek connectolS, This design Is based only upon parameters shown, and Is lor an Individual building component to be Installed and loaded vertically, Appllcabllny 01 design paramelers and p,oper Incorporallon 01 component Is responslbllny 01 building deslQner . not truss deslQnel. Bracing shown Is lor lateral support 01 individual web membelS only, Addnlonaltemporary bracing 10 Insure stability during construction Is the responsibility 01 the erector, Addnlonal pe,manent b,aclng 01 the overall structu,e Is Ihe responslbllny 01 the building deslQnel. For general guidance 'eQordlng fabrication, qualny control, storage, delivery, erecllon and b,aclng, consun QST-aI Qualny Sfandard, D$B.89 Bracing $pec:lflcaflon, and HIB.91 Handling Inslalllng and Bracing Recommendation available Irom Truss Plate Insmute, 583 O'Ono1,1o Drive, Madison. 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