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Home My WebLink About01-0427 , < BUILDING PERMIT"~ 0427 CITY OF ZEPHYRHILLS (813) 788~6611 Permit Date 7ho!o, "-). 'ju 'J .- BUILDING ELEC"~ICAL PL~BING MECH~NICAL Sewer Conn Water Conn: Property Owner: fVl" lA r .. L {( \) fRo <.... e "- Job Address: 37 7 11 N~wc..) A-u<.=J Parcell.D. /I t) '? . )~. :2,. 00 '.so.- OOooe 0 '2 5 tJ Water Meter: T.I.F.'s: Zoning: DescriPtion of Work C. t..e d ~ FINAL C.O. DATE ~ ~ PI-o NO OCCUPANCY BEFORE C.O. ~~~?1=I.1lt1r ti<J~ ""'0 Complete Plans, Specifications and Fee Must ACC~ cation. All work shall be performed in accordance with City Codes a Ordinances. vi{) "1,-/00. .- Inspector ~, Valuation or Contract Price Permit Fee ~~. ~ I.. Signature \. _-1"" ~__o",J Company Address ^ Telephone#! ~ .~ --:t.. ~ I ~ City License Registration # State Certified License# BUILDING ELECn ICAL PLUMB NG MEC ~ANICAL Ftr. rfl- c2-D I 6> e.. Tp. Servo SLB Breakers Pre SLB Rough In Tub Set Ducts Insl. Lintel Meter Can Water Compressor FRM. 9-:ro /61<. Const. Pole Sewer Final 1 Insul. CL Pool Final WL Pre-Meter Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Twenty Five and 00/100 Dollars ($25.00) 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. OHNSR1 s NAME--MA(J~ 'C(7'- t-. D4/oJt~ or; I/J GtY< JOB SIn: ADDRESS lor ;5 Altf'Wlfl A vir ' ~~~y OF ZBPHYRH~LLS PBRMIT APPLICATION aUXLOIHG DBPARTMBRT 5335 ab S~BT ZBPBYRBILLSt PL 33540 Pbollet813-780-0020 paxt8U -780-0021 /) _ /)/_ \ PATB UCIIIVBD (5 0' 0 PUNS R~I_ nil PHONS CONTACT~. JV J1y ;. ;3 77/Cf LBGAL DBSCRIPTION: LOT(S) :BLOCK SUDDIVISION 7-clRylC /, /.JtG- PAR.CBL ID # 6 '3 l- .k, ').. I. WORK PR.OPSED: DNEW CONSTRUCTION 603D 6 oaY) 6JJl) (OBTAIN PROM PROPERTY TAX NOTICB) o ADDITION afu,TERATION 0 REPAIR 0 INSTALL []SIGN o MOVE o DEMOLISH PROPOSED USE: []SGL FAMILY DWELLING o COMMERCIAL OMULT.I-FAMILY [] INDUSTRIAL []# OF UNITS o MOBILE HOME o OTHER " [] SWIMMING POOL o RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WOlUt Ao Hrf BUILDING SIZE / ~~ / 'J- SQUARE FOOTAGE / l./'I HEIGHT 91 RESIDENTIAl.: COMMERCIAL : ATTACH (2) PLOT PLANS & (2) SRTS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED ~OR ALL NEW CONSTRUCTION. PBRKITS RBQUBSTBD o BUILDING o ELECTRICAL o PLUMBING $ 'j1 Ybd,(jO VALUATION OF TOTAL CONSTRUCTION AMI? SERVICE o FLOR.IDA POWER o W.R.E.C. o MECHANICAL $ VALUATION OF MECHANC:tAL INSTALLATION OGAB []ROOFING o SPECIALTY o OTHER TYPR OF CONSTRUCTION: 0 BLOCK D FRAMa [] STEEL o OTHER FINISHBD PLOOR ELBV~TIONS IS PROJBCT IN FLOOD ZONE ARBAD YES 0 NO Bt1XUlBIl COMPANY STATE CERT OR REGIST CITY PROCESSING # r (((I () 3l/ b }f, - SIGNATURE ********.t.*******.******.....**********.*****.********.****.***** SIGNATURE #dJ COMPANY c.cl-Jd J6 f,,~-}J STATE CERT OR REGIST # ~A t5 oiJ ~/feIJ CITY PROCESSIN~ # BLBCTJlI:CXAH ***********..**.***..********.***..******.*******~~*************** . .' PLUllBD. COMPANY Sf ATE CERT OR REGIST # CITY PROCESSING # SIGNATURlil HBCHAHICAL ****.**.****.*******************************.*,*,***.***.***..*.., COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURB ***'******.********.*.******.***..*.****.******..,*************** O'l'RD SIGNATURE COMPANY STATS CERT OR REGIST # CITY PROCESSING # **.***..*...**************.****************************.**.*****. 'd 6tLO'ON SlllH~AHd3Z ~O IIJ ~dlt:(,1 [OOZ 'S 'inr A. NOT,ICl!: OF DEED RESTRICTIONS The unde~.igned underatands that this permit may be subject to ~deed restrictions" which may-be m~re restrictive than City regulations. The undersigned assumes responsibility 'f.~ compliance with any applicable deed restrictions. B. UNLICENSBD CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contr~ctors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor i.not licensed as requixed by law, both the owner and contractor may b. cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain ..to what licensinq requirements may apply tor the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Further.more, if the owner has hired a contraotor or contractors, he is advised to have the contractor(s) sign portions of the ~Contractor SectIonsN of th1e application for which they will be responsible. If you, as the owner signs as the oontractor, you are indioating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign a$ contracto~ that may b. an indication that he is not properly licensed and ie not entitled to pe~tting privileges in the City of Zephyrhills. r. _ 'l'QlIl.'NRPng't'n'l'TI"Il.' 'T'UO"""'" lJ''IS'''''' ",,'1'"\ 'TmTT Tmv ..................,.............. _...._ D. CONSTRUC'l'UION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, .AS AMENDED) I certify that I, the applicant, have been provided with a oopy of "Florida's Construction lien Law - Homeowner's Protection GuideU prepared by the Florida Department of Agriculture and Consumer Aff~irs. If the applicant is someone other that the "owneru, 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 commencement. E. CONTRACTOR'S/OWNER'S AFFIDAVIT . I certify that all the information in this application is accurate and that all work will be done in oompliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a pe~t to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and tbat all work. will be p.rto~ed to meet standards of-all laws regulatinq construction, City code., zoning regulations, and land development regulations in tbe jurisdiction, I also certify that I understand that the regulations of other governmental agenoies may apply to the intended work, and that it 1s my responsibility to identify what actions I must take to be in compliance. Such aljlencies include but are not limited to: *Dep~rtment of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Tr.a~nt *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, ~t.rlng Wateroourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S.- Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A~ or ~A,etc.N, it is understood that a drainage plan addressing a ucompensating yolumeN will be submitted whioh is prepared bf a professional engineer registered in the State. of Florida prior to permit issuance. A per.mit Issued shall be construed to be a license to prooeed with the work and not as auth9rity to violate, cancel, alter, or set aside any prOVisions of the technical codes, nor shall iSluanee of a per.mit prevent the Building Official trom therea(ter requiring a oorrection of errors in plans, oonstruction, or violations of any oode. Every per.mit issued shall became invalid unless the work authorized by suoh pe~t is c~nced within six months of issuance, or if work authorized by the per.mit is suspendeQ or abandoned for a period of six months after the time the work is commenoed. One 90 day exten~ion of time .may be allowed for the permit with fee charge ot $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month periOd, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT ,MAY RESULT PAYING TWICE !!'OR IMPROVi'.MENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN WITH YOUR LENDER OR AN ATTORNEY' BEFORE RECORDING YOUA. NOTICE OF COMMEN $2,500 IN VALUE DO RECORD AND POST A ~NOTICE OF COMMENC IN YOUR CING, CONSULT BS UNDER SIGNATURE: CONTRAcTOR ST,ATE OF FLORIDA A~r-- COUNTY OF The foregoing instrument w.~cJnowledljled .' ~;fore mr<I'~Y of (L~t1 , 19 ~I , ~ (n~e of person acknowledqed) ~o is personally known to me, or gement on.t~~~D~OW dgment Notary Public;~tate of Florida My Comm. Exp, Aug 31. 2002 Name dr~.l ' ;> 'v'''''';;;x;-.. stamped Z 'd SH:J' ON SllIH~^Hd3Z jO All) V~dGt:ZIIOOZ 'S 'In~' '\ (, ....- .....\.. -~ ,. .\ B1TIt l'l~' , (flP.SlDF.NTlAL USK OULY ~ '\ l'''nt:~:'. J, U, .. 03 'SEt; ~ "'W I' .Jl lUlU () D30 5UU\) () OO(J{) ULUl:K 6J.st) Lo I' l'fl()I'lprn' .IIEASUlUlIU1H t;;S)(/OD 0..: .. l:uniu':Ifl' uWlIlms n If 4R. )C G ~ Jlo LoA Gc... . 0 Go- (10 Gc....K.. Uh'I'E 7-;)..-0/ \~~ t . ~ t J < "'ft':>' I ... I / J Cf\ R{>O~-r- I 1 - -- - - - - Jg' ~. ~J'-') l' I -..Jcc~ ,I S fJi5 0 0-1 ~ ) ~11 , r b 'II Sf" J;./6 "4J o OJ) ...... r-& -7 t ./ QOOtltl I I'; 0 nG t'\ ....J , ~ ~ 1 I C t:>aPotf I I I I I . I ------ T '>,~ " 1 / \ < ~S' > SHOW AU. EXlSl'lHG "HI) rnOrOSEI) STnUCTUIlES ClVlJlG bJJWtslotm ANI) Slrl'nACr.s, I,L!t.~, 1111) I C^TE "'IV l\OIH'ES Of "ATf.n AHO nOAJ)"AYS (INCLUDING NAltES) ADJAC~'r TO TilE 1)llora:.IlTY, ltIU1C^TE T"f. Sl1.F.. YIt/\ll, Mib "mE Of HOB:U,EI suell AS 12' x 60'. 198\. FLEETWOOU, ^. li "EASEtIEH1S". "RIGUT-Of-WAY" land ,"JURISDICTIONAL LINES" 'b I ,m'urn: 0 Blown on all 8J t.'! phIl!!. UO 1101' ENCROACIl INTO ANY EASEHEUT WIT" A STRUCTURE flOUst: CONSTRUCTION IUU: "0..' PROPOSED AOOlTlo~ ,tau: ,', ..' _....'~DIl[ lIoME SE rup ~ 111\1'.-' ,,,- . , ' t~. l'~"" ;.",La/,..ilt,.;, ~;t.; ;,' [, \',: '~;,ll(~" iJ'~ ..'I .,. .... '.1 !" . ... . It ~ ...1L H...... o . '.I' i . 1 . . ~ , ~ 'D' .0' "l _.J_ 10' 110&0 H'Wl ....~ ;.6"D H'Wl . 1I0Ao "AMl .11 n..\.....~.. '-"",.-::r,..... \ ~ -~~ IN ~ -:::: ...... -0 ~ I ~ -n ~ ~ ':!..-~><..,. ~ :l:.. ~ ~ IC~ "'<-""'6"'-- \.I') 1: ~ r .~ ~ "X w \'-~ '1\~ C> \'- '"l'\ o (' ~ "i ~ \. .....~ ~~ ~ ~ ~ ", .............. o -=--r' . -C 0" ~.. b ~ o ~ o ~ - Cf\ - "lo( I ~ ~ ... ":t: t:l ~ '-i -l 'iQ ~ I I ' -.< (:ll 'h ~.; g I ,,~ V\ ":::~ ~Cf"\ ~t:> ~ Do ..... ........ ID l't\~ ~ tl:) ~ ~ ~ Ct'I t ~ C> -1 Q\ ~ i , , :, Cr-.:l ........ I ""< , ~ w t:> <>< "- 9 ..... \ cG " ..., :: ' ~-1~~~ 1 tS' \:) ~ ~~() ~ ~~ ~ ; ~ ~ r o ~ '-' Vl Ql, 0 ~~ C ~ /I~ ~Q~ ~ ~ '}-.) SECTION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS VAPOR BARRIER REQUIRED FOR ALL A[:>DITIONS EXCEPT SHEDS, 0.006 MIN. VISQUENE, 15# FELT PAPER, THERMAL PLY OR FOIL BACKED INSULATION VINYL SIDING TYPICAL FOIL TAPE ALL JOINTS DOUBLE 2 x 4 TOP PLATE IF OVER 16' IN PROJECTION OR LENGTH 1/2" x 4'-0" x 8'-0" PRESSBOARD OR CDX PLYWOOD . VAPOR BARRIER (OPTIONAL) FOIL BACKED 3/4" OR 1/2" FOAM INSULATION (2) 2 x 10 HEADER WI 1/2" SPACER HEADER AS REQUIRED FOR SPAN (FOR HEADER SIZES SEE TABLE 4.3) NOTES: SIDING IS TO BE FASTENED @ 16" O.C. TO MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS AS SUPPLIED BY THE SIDING COMPANY NAILING SIDING OVER FURRING STRIPS: 1" SHANK ALUMINUM NAILS OR EQUAL SIDING OVER FOAM: 1-314" SHANK ALUMINUM NAILS OR EQUAL IF PLYWOOD IS USED FOR CORNER BRACING WITH FOIL BACKED FOAM BEING USED FOR THE VAPOR BARRIER, VISQUENE, TAR PAPER OR SOME OTHER SUITABLE PRODUCT MUST BE USED OVER THE WOOD IF A FOURTH FRAME WALL IS REQUIRED, ALL FRAMING AND BRACING SHALL BE THE SAME AS FOR OTHER WALLS OR PROVIDE ALUMINUM OR WOOD BEAM SUPPORT WALL SIDING SHALL BE APPLIED PER MANUFACTURERS SPECIFICATIONS FOR WIND ZONE OR PROJECT AND OVER PROPERLY PREPARED WALL WITH BRACING OR SHEATHING BRACING FOR CORNERS SHALL BE 1/2" 4 PLY CDX PLYWOOD FOR WOOD STUDS @ 24" O.C. NAILED WITH #8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD ALTERNATE BRACING SHALL BE 1-1/4" x 14 GA. GALVANIZED COIL STRAP X-BRACED TO STUDS WI (1) #8d COMMON PER STUD OR 1-1/4" x 0.050" ALUMINUM STRAP X-BRACED AND NAILED TO STUDS WI (2) 1-1/4" ALUMINUM NAILS EACH STUD STRUCTURAL GRADE THERMAL PLY STUDS SHALL BE 16" O.C. AND NAILING OR SCREW PATTERN SAME AS CDX WITH NAILS OR SCREWS PER MANUFACTURERS SPECIFICATIONS TYPICAL WOOD FRAME ATTACHED TO HOST STRUCTURE Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904)767~556 @ COPY~GHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ..... 1C>"-lrtClt (.AJ)\u.- t4i.,\...J uU;' D t f 5\ rli SpfJil fl c. M Cst N6-Mt~ to l S ~.( p1v AlU4";Ui. ~LdL 66~ 01 .1) 1/ g/d' \ ~) . ~ B1TR I'I.MI . (llP..SlDENTlAL USK OULY ~ '\ 'AIlCEI, I.ll. 03 ~:mt: ~ TWI' ~ lUlU (J 1130 sunil t) 009{) ULUl:K 6~J() lor l'II()I'I~lIn' .IIEAsunmU1H t;.s-y/oo ... .. t:\J\li\l~IH U\lII~ns fV1 Jt 4((. )C G r .1l0 Loll G <;;. . Ofr- ~o Gc..K.. HATE ?-;J - 01 \~~ 1~ , # t J < '''1'0' I ..... I ,,- J c f\ ~()O~"- I I - -- - - - - J8' ~ ~) '--") I \,Jco~ ! I SfJLSo 0--1 ~ ) ( b'lI~11J./6 ~~j) ~/1' "- r-& -7 Q.OOWt l' I "" /.; 0 J41& I;'<; ,J , ~ ~ I I C ~aP~ I I I t I . I -- --- i . r~? .' ~ / \ . < ~S' > SIIOW AU. EXlSl'lHG AHP pnoroslm STnUeTUItES Cl-VlJlG bJJ\EUSIOlm AND S~l'1lACrs. I,L!; .1, 1111) I CATE ',/lY l\OUJ'ES Of WATf'Jt At~p noA.UW^YS (UleLUDING tMltES) ADJACllN'C TO TilE l'ltUPEIlTY. lIIUIC^TE "'''f'. SI.ZE, VE/\". AHb HAHE OF "OIHI.EI SUell AS 12' x 60'. 1981. FLEETWOOD. 4'\Li "EASEtIEN1S". "RIGIIT-OF-WAY" find ~'JURlSDlCT10tfAL LINES". Iliu/l~: bo shown on all 8J tl! plilll!l. nu nut ENCROACH INto ANY EASE"ENT WITII A STRUCTURE HOUSE COH""UC TlON 'ULI: ". N' PROPOSEO ADOlTlotf .cau: ,'. ..' -"'.~~DIl[ 1I0ME 50UP ~ ....". J ,.. 'II' . , , . 1.t ~..o;j;.~..,I.....lil'f' i;;~; :i 1>\',: '~r.~~t.i.' i),: ""!:(l.:',r. .. .......... ~ " .. I: ~ -1~ H.v.' o . .... 110".1 _ .2'" '''011.1 . . ........, It I . .;. ~ . .. I : . . .: . '0' . to'. 4 o' . ., t. ~'I. _j"~",o,, la...!!~~ -l\\~Ql J.~~ .If,,;,ril:'!!.~i,yl' 0;" .,. .~. . ~ . ('. .' III " .... J' .:'. ~ . . . ..u:... . t' e" - o. - 8 0 g n O. 0 '.s' . III t I ,. '.a' - ro U' ,..: ... .."", :! .. .., . - -"l- · ,.... - i ...... ; i ~ I ! i ro' ro' I'll. .J_ 10' ...., illho ".....1 . "OAO HUll "DAD ..A....l ~~"""'T""- .~,_.~."t:'-__I"~" \'- 'l\ \ -~~ W 0- ~ ....... -0 ~ I ~"~ ~ ~-'t::.~.." ~ ~~ :t,. Ie ~ ""'~(i'... \I') 1: ~ I'- ~..r.- ~-1~Q'\~ ~~ ~ ~ ~~ 0 ~ ,~~~~ 0;) ";J:) $=. ~ ~ <:> ~ d. Crt \r". ~(:J c . I" -ll-\ \' ~ ~ (' ~ ~ ~ ......~ ) ~ l:o-e ~ tt . . ...~ , ~';;';" ~. g~ t!\ ... ,. ..... ~ \ "ll( ~ t:\ ~ ~ 0 0 (:::) ~ ~ --l ~z I ' ...... ~ <l, ~; g I "" ~ V\ I ~~ ~C'J') ~t:> ~ ~ ..... "E- ........ ID l't\~ II~ ~ ~ t ~ ~Q~ \' CJ ~ Cl'I -J t ~ }) ~ ~ 1 .: () ~ ~ / .. :, ~ '" I ""< I ~ w t::> ~ 9 "- -- \ ~ '" ~ SE'(;TION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS VAPOR BARRIER REQUIRED FOR ALL A~>DITIONS EXCEPT SHEDS, 0.006 MIN. VISQUENE, 15# FELT PAPER, THERMAL PLY OR FOIL BACKED INSULATION VINYL SIDING TYPICAL FOIL TAPE ALL JOINTS DOUBLE 2 x 4 TOP PLATE IF OVER 16' IN PROJECTION OR LENGTH 1/2" x 4'-0" x 8'-0" PRESSBOARD OR CDX PLYWOOD . VAPOR BARRIER (OPTIONAL) FOIL BACKED 3/4" OR 1/2" FOAM INSULATION (2) 2 x 10 HEADER WI 1/2" SPACER HEADER AS REQUIRED FOR SPAN (FOR HEADER SIZES SEE TABLE 4.3) NOTES: SIDING IS TO BE FASTENED@ 16" O.C. TO MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS AS SUPPLIED BY THE SIDING COMPANY NAILING SIDING OVER FURRING STRIPS: 1" SHANK ALUMINUM NAILS OR EQUAL SIDING OVER FOAM: 1-314" SHANK ALUMINUM NAILS OR EQUAL IF PLYWOOD IS USED FOR CORNER BRACING WITH FOIL BACKED FOAM BEING USED FOR THE VAPOR BARRIER, VISQUENE, TAR PAPER OR SOME OTHER SUITABLE PRODUCT MUST BE USED OVER THE WOOD .IE A FOURTH FRAME WALL IS REQUIRED, ALL FRAMING AND BRACING SHALL BE THE SAME AS FOR OTHER WAL[SQR PROVIDE ALUMINUM OR WOOD BEAM SUPPORT WALL SIDING SHALL BE APPLIED PER MANUFACTURERS SPECIFICATIONS FOR WIND ZONE OR PROJECT AND OVER PROPERLY PREPARED WALL WITH BRACING OR SHEATHING BRACING FOR CORNERS SHALL BE 1/2" 4 PLY CDX PLYWOOD FOR WOOD STUDS @ 24" O.C. NAILED WITH #8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD ALTERNATE BRACING SHALL BE 1-1/4" x 14 GA. GALVANIZED COIL STRAP X-BRACED TO STUDS WI (1) #8d COMMON PER STUD OR 1-1/4" x 0.050" ALUMINUM STRAP X-BRACED AND NAILED TO STUDS WI (2) 1-114" ALUMINUM NAILS EACH STUD STRUCTURAL GRADE THERMAL PLY STUDS SHALL BE 16" O.C. AND NAILING OR SCREW PATTERN SAME AS CDX WITH NAILS OR SCREWS PER MANUFACTURERS SPECIFICATIONS TYPICAL WOOD FRAME ATTACHED TO HOST STRUCTURE Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 4-2 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ...., t~t1-I ~ Hliz \..J Wl~) l f s \ \h.- 5pfLCl Yi C &0(:)(,.1 ~f,.-1 0 IS {'tor M A-<Ul&l. k. ~.~r- '. " /kJ1/ ItUJ~. '3'7 -7 i 9 ~T>t,Jf\C ,Jpl . 'Of if SA-t#'> C 0. fl~ 7 f1 /'1 . sa. F&T PRES .. .. . . a__ $ ... OR 1JVItfG__ 01HER.AREA Ufa!R -. $ VAl.lJATICIII $ "'.. a.G:: $ 5l. '-0 ) QIE3Im $ fJ fr- - . S ,VI ',If' III 'S ,J I f}- IIECHMICM.: $ Jl!1 . J/~ s 1/ 20 I Tl F'\I ~ S ;..J Irr . I "f}' . :2 '?~ 0. ~, .. I APPLICATION FOR PERMIT CITY OF ZEPHYRRILLS BUILDING DEPARTMENT DATE RECEIVED 7/6!o r PLANS REVIEW FEE OWNER'S NAME M~LlJQ,te~ d- ObLo/((5S OQ-. (/OcJ:!/G JOB ADDRESS 277 Ie, tJ6wKJ-<- ;4 VG LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION7.6Il}.Jy~ I<IOb6 PARCEL ID # ()1/1~/Jlilfj0301()O(){JI)/tJ/)JO fOBTAIN FROM PROPERTY TAX NOTICE) I t I I WORK PROPSED: ~W CONSTRUCTION [] ADDITION OALTERATION [] REPAIR 0 INSTALL D SIGN D MOVE D DEMOLISH PROPOSED USE: ~L FAMILY DWELLING DMULTI-FAMILY 0# OF UNITS D MOBILE HOME D COMMERCIAL D INDUSTRIAL D SWIMMING POOL D OTHER PHONE 7j]~'", BUILDING SIZE D RESTAY~f & HEALTH DEPARTMENT APPROVAL WORK r~~ ~ ~ Ji'G 'is SQUARE FOOTAGE .I / ;()~ DESCRIPTION OF HEIGHT 101 RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED ~ BUILDING $ IJ Y'oU Ou VALUATION OF TOTAL CONSTRUCTION D ELECTRICAL AMP SERVICE 0 FLORIDA POWER [] W.R.E.C. D PLUMBING o MECHANI CAL $ VALUATION OF MECHANCIAL INSTALLATION D GAS D ROOFING D SPECIALTY D OTHER TYPE OF CONSTRUCTION: D BLOCK D FRAME D STEEL D OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES D NO BUILDER COMPANY STATE CERT OR REGIST CITY PROCESSING # ****************************************************************** ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE * * * * * * * * * * *.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * MECHANICAL COMPANY: STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT A~FIDAV~~ A. NOTICE OF DEED RESTRICTIONS T'he unq.ersigned understands that this permit may be subject t.O "deed restrictions" which may be more restrictive than City regulations. The undersiqned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to under'cake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor Inay be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. 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 for which 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 wishes you to sign as 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. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture 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 commencement. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wet+and Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. 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 logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR I NTS OUR PROPERTY. IF YOU INTEND TO OB FINANCI WITH YOUR LEND R AN ATTORNEY FORE RECORDING YOUR NOTICE OF C ENCEMENT. JOBS $2,500 IN 0 NOT NEED TO OND AND POST A 'NOTI~ NC~ SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR STATE OF FLORID" ./J. pee) STATE OF FLORID~ J't" cJ COUNTY OF ~~. COUNTY OF ---- The ~for gOing~~in trument was acknowledge~1 The foregoing ins~ument was Befor thi da f ') , ~ bBeyfore ~hj.s _ day t!!f by. ~ ~ (name o~ p~r~~Wledged) (name ~ p~~n acknowledged) ~ho is personally kn to me, or ~ho is per~known to me, or o who has produced 0 who has produced (type of identification) (type of ot t an oath. not t 7nowl~d~a/ 'fication) oath ..,.,;.:)/ C -1'1 No 7717nl Name Name typed, 'p'rifitE;a':o'f7'~tcrntped c\ ACE ALUIMlN'UM & CONCRETE, INC. SOLD TO ;It!- If ADDRESS 277/9 Al6WJt}L 14 ~B- SHIPTO ,--RI06G DATE PHONE 38626 2nd Ave. Zephyrhlll., FL 33640 Job No. Phone: (813) 782-2818 C) . .. / r Ak'-!J.lJK r- ., S H-b D . . SCJlf-JtW f<ODYLt . . /' . I PERMIT PIIa . TAX -- - If1ed qrees to pay /; TOT At PIIa INST ALlErjj 'IN FUll ON CnLtDt DEPOSIT C~ .. BALANCE C.O.D. // , SiFature SlTIt "l.M1 . (llESlDENTlAL USK onLY ~ l'A!tCEI. 1.1>. 0:3 ....:;I~(; n TWI' .til- lUlU tJ{J30 SUUIl () OO(;{) Ul.Ul:K 6~J() l.u r l'Il()I'I~IlT'" . II EASlJIUlJU1H tJ5'Y/OO L. t:\Jltiu,:tfl' uWII~ns 1'1 It 4((. )C G J- 110 LoA G, o fr- (lo Gc...JC. UhTE 7-;)..-D/ \~'J t ", r J < '-t'() , I .... , / ~ C f\ ~"o~-r- I ~ 1 - -- - - - - ;18' Eo- ~) '---') I \Jco~ }' I $1-1150 0-1 ~ ) r r{.'I11>1J!/t; SC~6C;:1lJ l' ~/1' "- ~&-7 ((oeM I / I./- 0 I'1G ~ " ,I ~ ~ I I C't>{?po,4J I I I I . I . I ----- T . r;,t:! . 1 / \ .' < ~S' > ";. :. :- SIIOW AU. EX1S1'WG AND rnOrOSED S'rnUCTUItES OlVlJlG DnWtslotm AND S~l'llAC"S, I,l.!;,~, lIlU1ChTE I,IIV nOPIES Of "'ATF.n AIIO nOA.D"'AYS (INCLUDING HAJ-lES) IillJACl!N'C TO'l'IIE 1)1l0rElrl'Y. JUUIC^TE ltlt: SJ.U:. 'l!J\Il. Atib HmE OF HOBll.!.1 SUCIl AS 12' X 60', 1981' FLEETWOOU. (\Li "EASEtIEH1S", "RIGIIT-OF-WAY" und ~'JURlSDICTIONAL LINES", m'ull~: be! shown on all sJ tl! pInn!!. no 1101' EHCROACII INTO ANY EASEHENT WiTH A STRUCTURE 1I0USt CONSTAue TlON .uu: ,'. H' PROPOSED Aoomo,.. .cau: ,. I ..' _."-'~DIl[ ltoME s( tup ~ Ill,. J ,.. ,,,' . . ~ ". , ' i .!1 ~f 'l~"'. ;;",l"I.,:..l'\'f" ::;"; :", ,', i.,: ''ir.1(.~\. i).~ ,,,..., ',...,..., i" . '.. I: ~ -'..1:.- "tov.. o .. '"' "0".1 _ _.!". "'0 ".1 . '. '.. It I ..' {.. I . .... . . ~. · . . .' . .. o' ~b~,"'" 10 ...." to. ~.. _ ,~, ~'lt fJJl'~!"'~"'O" 'l!1-;!~~ ~\~Q1 w,;;t": "~~.;!r,,':.:!,hr;'I' [ . ~~. ., ... "': ( .... J.. -1L- - l' C .. . - o. - 8 0 8 ... o. 0 '.I' R 's' - '" n' I.: Lo""". :1 - t...""." - -..l..... ..... - i.. liu.. .. ~ . 0' ' 1 ~ '; ~ ! , , '0' '0' .."- _.J_ .0' "060 HUI( ....~ illho ""M( , IIOAO "AIoI( ~I' "h\""'r,, \'- "" \, l' Cl\ '\'- '"t'\ o (' ~ ~ ~ ")~ l-~ ~ tt - '- (().~ ~~~t q-\~~ I: C>~ ~ 0 ~ ,> 0 . 'l', . . ......... ID l't\~ r.l ~ l' ~ ~ 0'\ t ~ (). "4 Q\ ~ ~~. ' c e: ~ ~ g :Ii -=-- _ :!:c:>>C:>> Sir::t= f!~ \E =-=Sf: :-C::JC'" C) '0' = c:>> :GC"'t:::t_ c:>> . ;ao :ii~~!! 'lIlI'!__ ~~g~ ~:2::&= . C).P:Il=I'! ""16 t; tea -JE e Ii , ,. -~~ W 0- ~ ....... -0 ~ 1 ~"T\~ ~ .......-~><..~ ~ ::!::.~ :c.. le ~ "'''''6''- \I) ~ ~ :.. ""- I ::t:.0;:)~ ~ -\~ Q'\ ~ tS ~ ~ ~~O ,,\~Ciii? ~ ~ ~ ~ ,:; ~ ~ ~ r <:> ~ ~ (;0, Q:l. 0- ~t> e tt\ ... ...... ":.(, , '"'-\ ~ ~ ~ ~ ," \.:.~~~ I I I ~(:!l 'tl ~x g . '~V\ I ~~ I ~C'l"I ~I::> ~ ~ ..... "{l) 0 C~ r=~ o ~J ~---~ i I \ :0 ~Q~ ~ ~ }-) <::::. 1 :, Cr....:l ......... \ ~ I ~ w t:l ~ ............ ~ -. \ ~ '\\ ...., WOOD STUD P. T. PLA TE GR'D 6- (/'(IN.) 4- '...., (/'(IN.) .,' .. . 45' (TYP.) ~ ' \J WOOD CONSTRUCT/ON 2- T (MIN.) .019 ALUNINUU (NIN. 2" LAP FOR VF:R T. JTS.) IKlOO STUD p, T. PLA TE: 8' LAP MOOD STUD REO'D SOIL SEPARA TION N, T.S, GR'D 8' I / ..~:..l ~ 41IN, 2500 PSI CONCRETE 'MTH 6XtJ- lOX10 Iv. W.41, OR FIBER1JESH JTYPICAL) 2'-0" UIN. BEFORE SLOPE I -I .'.~ EX~"NG ;"81 _MAX. ',......,.".. 4 : " ". FUt T SLOP! / NO FOOnNG 2500 PSI CONC, W/ (1) 15 CONT. .0;'''':: I I ,':',..~::,:,:., "..... ." .. ..~., . ", ,'.... .),;:, 12- 8- .:i;~~,~:~<. ,}';.~ I '12" I ' ,. ~ 1.J.. ~ RIBBON FOOTING, (FOR SCREEN ENCLOSUR!S) 8" oX 8" W/ (I) 15 CONT. 7 "/FT. - 3"/FT. 12' X 8" W/ (7) 15 CONT. J'/F"T. - (J"/FT. FOOTING DETAILS ADDRESSING EROSION N, T.S. DAVID NORRIS CNGINECRINli DESIGNED TO ''j7 STANDARD BUILIJJNG CODE PE:R CHAPT, 1606 FOR lID HPH WINIJ EXPIRES AFTER 2-01-03 Pg. l-H SECURE ALUMINUM PANS TO TOP PLA TE: OF END WALL W/ /10 X I 1/2" S.M.S. 2 12" O.C, (AND SECURE END WALL VERT. STUD TO HOST STRUCTURE W/ 110 X J" #I 12" O,C,) SECURE ALUM, PANS W/110 X 1 1/2" S,M,$. #I j" O,C, INTO 2 X '" PLA TE Sl-OpE: t,4ltl, ,/.... /f1, 8' MAX. DBL. 2 'x"'" TOP PLA TE (1) 2" X "," (IF CONT.) 2"x"'" WOD STUD WALL 2"'" O. C, 5/8" 7111 ~D SIDING OR VINYL OR ALUM. SIDING OVER 1/2" PLY W/8d " 6"/12" o.C, EDGES /INTERM. .~ <l" #I J" 0. C. T<kB <k ALONG ALL HEADERS ct PLA TES (FOR SHEAR ct UPLIFT) REPLACES HURR. CLIPS 3/8" DIA, CONC. A.S, OR 1/4"~ TAPCONS tI 2"'" O.C. (2" MIN. EMBED.) OPTIONAL SHEARWALLS FOR: UTILI TY ROO/v! NOTE:: ONL Y SHEAR WALLS ct LOAD BEARING WALLS REQUIRE HURRICANE STRAPPING HURRICANE CLIP T. ct 8, OF EA, WALL STUD #I 2"'" O,C, (MAX,) USE SHEARWALL STORM BRACE-X PATTERN 'MTH M.H. STRAPPING W/ (1) 8d 0 EA. STUD. (OR) USE STORM BRACE 1/8" THERMOPL Y ct NAILED PER MFG.s SPEC's, W/ HURR, CLIPS PER ABOVE' SECURE ALUM. PANS W/ (3) /10 S,M.S./pAN CP 5" O,C, (TYP. " EA. END) ROOF ATTACHMENT SEE NOTES BnOW) 1K10D PLA TE NEW OR EXISTING "," 2500 PSI CONC. SLAB UTILITY ROOM DETAIL (NON-HABITABLE STRUCTURE) HEADER DESIGN,' FOR OPENINGS (6' MAX. WIDTH) IN LOAD-BEARING WALLS, USE (2) 2 X 6 NO,2 SP. HEADER W/ (3) STUDS 0 EACH END ( (1) UNDER HEADER) NAILED w/ 16d 0 3" O,C. SEE FTC, DETAIL PAGE: I-H ROOF A TTACHMENT NOTES FASTENER TO BE dETERMINED BASED ON CONSTRUCTION OF HOST STRUCTURE #10 S,M,S, X 1 1/2" 0 8" O,C, INTO WOOD .QB (2) 110 Gl 16" O,C, INTO WALL STUDS !JE (2) #10 X 2" tp 24" Q,C, THRU 3/4" (MIN.) FASCIA INTO TRUSS OR RAFTf:R TAILS !JB 1/4"~ TAPCONS @ 8" O,C, STAGGERED INTO CONe. W/ll0 S,M,S. THRU REC. HEADER INTO PAN BOTTOM ~ 7 7/4' MIN. EMBEDMENT INTO CONe. 7 1/2" MIN. EMBEDMENT INTO WOOD * REPLACE ALL DfTERIORA TING WOOD; w/ FASCIA SECURED TO RAFTER (TRUSS) TAILS SECURE ALUMINUM PANS TO TOP PLA TE OF END WALL (AND END WALL VERTICAL TO HOST STRUCTURE) W/ /10 X 2" S.M.S " 2"" O,C, 3" STRUCTURAL ALUM. ROOF SYSTEM (TYP.) " --- BEAM A TTACHED #I T4dJ W/ CAPRI CLIP OR CASru: CLIP (SEE NOTES BELOW) 2"x2" POST (SEE CHART Pg, I-E) MAX. 6'-0" SPACING RLlN (OPTIONAL - I" X 2" PURL/N) ALUMINUM OR VINYL KICKPLA TE 1" X 2" OPENBACX w/ 1/"" DIA, CONC, A,B, "2"'" O,C, (MAX) (1) A.B, tI EA, POST (2" MIN, EMBED, - TYP.) OR 1/"'"_ X :1 1/"'- TAPCON 'r <~,::',~.,,~" '~'~.: :,~'.,:,' >I< FOR WOOD DECK <ll .. :~.. '~".:,' '(SEE NOTE BELOW) ... .~ ..' I 8" I NEW OR FXISnNG ~' 2500 PSI CONe, SLAB w//,/ONO, FOOTER (TYP.) 1-15 CONT (TYP.) SCREEN ROOM DETAIL * * FOR WOOD DECK: USE #'0 SCREW X 3" LG. (THRU WOOD DECK INTO BEAM OR HEADER) 0 24" D.C. MAX.) USE (2) #10 X J" 0 EA. POST CLIP A TTACHMENT NOTES CAPRI CLIP: USE (2) L 1" X 1" X .060" W/ (2) #10 X 3/4" TEKS INTO fA. FACE ~ CASTLE CLIP: L 1 1/2" X 2 1/8" X .050" REC. CHANNEL w/ (4) /10 X 3/4" TEKS INTO BEAM OR-OPEN BACK & (2) #'0 X 3/4" TEKS INTO EA. S,M.B. OF COL. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE 'MTH THE '97 STANDARD BLDG. CODE WITH ALL REVISIONS TO CHAPT. 1606 FOR 110 MPH mND VeLOCITY VOID AFTE:R 2-1-03 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA \lEN, FL. 33880 (853) 299-1048 Pg, 2-t (OPT,) 6' STEP FASCIA W/ 1110 X l' II 16' 0. C, OR 2'X2'XO,040 STIFFrNER NOTE' FOR OUTSIDE SPANS> USE 2')(3' (VERT,) OR 6' STrp FASCIA (1) III 0)(S/8' II. HEAD S14S, TOP OF rACH R I SrR, ROOF PAN l' X l' X 2' X 0. 060' ANGU CLIP 11/ (2) '10 X '/8' II. H~AD S14S. rACH WA Y. .. TYP. SECT ION DETAILS N. T, $, 2 X ALUH, COL, (1) 1/4' DIA, X 2 1/4' CONC, OR TAPCON II 24' 0, C, NOTE' AT CORNERS USE (1) 1/4' DIA, X 2 1/4' eA, DIR, II 4' OfAX,) FRDH CORNER, ~I X 2 ALU14. BASE PLATE l' X l' X 1/16' X 2' I AUJH, CLIP 11/ (2) Inos X 1/2' TEK SCREIIS IN EA, DIRECT/ON . . . .:..' .". .4: .. . " ..', .' :. ~ . ... : ... #' , .. . '4 SLOPE ,.,IN. J14' In. BAS[ PLATE CONNECTIONS (SCREEN ROCHS) N. ~ ~ (2) J/4" DIA. STL, THRU ... TS (TYP. > 2 X ALUH <<AM 3 X :1 ALUN. cOt., NOTC. -THC KLD/I DCSIGNS /lILL CARRY A CDNTRI6UTAItY LOAD IT 150 S. r, - Net! I' X S' rrG. (100 S. r, - CXIST, 4' SLA.) ALUN, lASE INSERT V/ (2) 1/4' DIA. X e l/e' TAPCONS , (e) 1/4' IJIA. THRU'DL TS m e' x 2' x 1/r ALUN. ANGLE V/ (e) 1/4' DIA, X 2 1/4' TAPCON fl!! (.ll nJl{llT CDLtHI V/ (2) 1/4' DIA. THltU IDL TS 116 :1 1/'" X 1 1/2' X 1/" RCCEVING CHANNeL WI (e) 1/4' DIA. X 2 1/4" TAPCONS' (2) 1/4'. THRU /lDLTS J1B ALL IT THe AlDve H4Y IE CONNECTCD TO tICIOD HCADCR IY SUlSTltuTING (4) '10 S. H. So (2' HIN. CHICD) rOR TAPCDNS. , r h/~:i' >'/~ ,::O".....~: } H~~2; . '. ..' ." . 1 4'.l ..... ." .: " '~."...:..."':" ....I_...~:.. , EXISTING 4' CONC, SLAB 11/ NO CRACKS IIITHIN 3D' OF POST l1/!. NEil THK' ND 8' X g' HONO FOOTING 11/ (1) 115 CONT. QB tlOOD DECK W/ DlJL., 2 X 6 (HIN. ) PERIHCTER HEADER ~ src DETAIL BELOII WHeN HOST STRUCTURE IS 14ASONARY II lOX S/8' W. HeAO S14S THRU ROOF PAN RISER ON 12' CENTrR INTO STIFFeN[, AT rACH rND OF ROOF, 2' X 2' pas T SHO/IN 4-'10 X l' So H. S. peR pas T INTO INTERIOR SCReV SPLINeS l' X 2' OPeN lACK TT, PLA TC . . . ,-, ,.'.. . . .. (J> J/4'. X 2 J/4' CONe. It, B. OR TAPCON II 24' 0, C, KIeKPLATE OR CABANA SKIN (14/N. 0.019' ATTACHED W/ POP RIveTS OR '10 X 1/2' S. H. S. , 16' C, C, CXTRUDeD HEADeR V/ 1/4'. x e 1/4' TAPC/MS I ,- a c, STAGGEReD ~ ~ 11) ~ I '10 S. H. S. '" a c HIN. (3) Pelt PAN ~ HASONARY / HEADER A TTACHH[NT DETAIL N, T. DAVID NORRIS ENGINeeRING DCSIGNeD TO -,., STANDARD BUILDING CODe PER CHAPT, 1'''' FOR 110 HPH WIND POS T CDNNEC T IONS (CA"poRTS / OPeN NoTID) N. T, $, EXPIRES AFTER . ,- /-/- Pg. }- 2-01-03 IN TERL OCKING ROOF PANS ROOF PAN (ALLOY .300.3 H-16) PAN AJAX SPAN I~ SA' AJAX SPAN WI fINER III. [~'J n ,026 .450 13'- ,," 16'-0" < 't' VARIES-....... I I. 12~ ~ ,0.32 .608 15'- 6" 18'-6" -ff ~ { '( - .0.32............ ,0.32 ,.146 11'- 0" 1.1'-0" I Ir " I NOTE,' PANS MA Y OVERHANG 1/5 OF SIMPLE SPAN, (Up TO .3' MAX.) SPANS MA Y BE INCREASED 2. FOR EACH 12~ OF OVERHANG, CONSUL T AN ENGINeER FOR GReA TER OVERHANG, J" STRUCTURAL ALUM, ROOF SYSTEM 2" s.AJ. BeAM (SeE CHARTS) (2) 1/4~ OIA,.)t 3 1/2' ST. THRU BOl. TS J 1/~' x 1 1/2" X 7/8" [ BASE W/ (2) 1/"" OIA. TAPCONS OR EOUIV./pOST W/ (2) 1/4" 011.. 11 J 1/2" STL. THRU SOl. TS - rop OR SIDE MOUNT ALLOItf'D- ALUM. BASE INSERT W/ (2) 1/4" OIA. X 2 1/4' TAPCONS (2" MIN,-EMBeD, TYP.) SECURE ALUM. COL. W/, (2) 1/4" OIA. THRU SOL TS .,'/1. ... NEW OR EXISTING 4" 2500 PSI CONe, SLAB (SEE PAGE I-H) SEE POST CONN. DETAILS PAGE I-F ALUMINUM ROOF PANS - 12' X 2, S' X 8105-H381 PANCL AS HANUF'ACTURED GY ROYAL ALUHINUH, INC" LEESJ1URG, F'LORIlJA WIND SPAN '11/ SPAN '11/ SPAN ../ TH 1 CKNE's'.'\ VFLDClTY " n/H P' D/H .~, n/H OPEN 100 HPH 13' -8' 14'-0" 14'-4" BUILDING ,024' 110 HPH 12' -8' 13' -0" 13'-4' 120 HPH 1 l' -S' 12'-0' 12'-4' PART IAL 100 HPH 11' -S' 12'-0" 12'-4' eNCLOSED ,024" 11 0 HPH la' -S' 11' -a' 11'-4' BUILDING 120 "'PH la' -a' la' -4" 10'-S' ENCLOSED 100 HPH 13' -4' 13' -8' 14'-0' BUILDING ,024' 110 "'PH 12'-0' 12'-4' 12'-S' 120 ",PH 1 J' -4' 1 J,' -S' J2' -0' ROOF A TTACHMENT NOTES FASTENER TO BE OETERMINED BASED ON CONSTRUCTION OF' HOST STRUCnJRE /10 S.M.S. X I 1/2' 0 8' O.C. INTO !tOOO .aB (2) /10 0 16- O.C, INTO WALL STUDS !Jf1 (2) [10 X 2" 0 24" O.C. THRU .1/4 (MIN.) FASCIA INTO TRUSS OR RAFTER TAILS J2B 1/4"~ TAPCONS 0 8- Q,C. STAGGERED INTO CONe. W/ /10 S.M,S, THRU REC. HEADER INTO PAN BOTTOM liIJE;. 1 1/4" MIN, EMBEDMENT INTO CONC. I 1/2" MIN. EMBEDMENT INTO 1+t?0D * REPLACE ALL DETERIORA TING WOOD; W/ FASCIA SECURED TO RAFTER (TRUSS) TAILS lJAVIlJ NORRIS ,HGiNCF:R/NG DES/GNED TO '<)7 STANDARD BUILDING CODE PER CHAPT. /606 FOR 110 MPH WIND CARPORT / OPEN PA TlO DETAIL W/ ROOF ATTACHMENT N. T. S. Pg, ]- D OP/RF:S AFT,R 2-01-03 ,050" . .... -E;JI .050" . ~1 "1 SX=, 23 SX=, 44 SX=, 35 SX=, 55 I 2 wi I. In I I. 2- 2- 3" T i It X 4" T i It 4- ,120n =I.. SX=. 98 ~' ,044 2" x 4" S, H. B, H~IGHT/SPAN 25' 0' l' - 8' 9' - 4' 4' - 4' - 4' 4' - 8' on 7" 8n 2' X 6' 2' )( 7' S, H. B, 2' X 8' S, M. B. ,120 ,224 SX"I. 97 SX=2. 54 SX=4. 44 j dtS-\'Ii' HEIGHT/SPAN 3' 3 , - 4' 4' , - fl' , , - 4' , , - , , - , , , - , , , - , , 1 , - 4' g" 2' X 9' X , 072 X , 224 S, M. B. .224 SX-5, 47 8' 9' 4'- - 4' jtS-\t' H~JGHT/SPAN 3' 40' - 2' 4' 34' - 0' !5' 31' - 2' ";' '8' - 4' 7' '6' 4' fl' 4' - B' 9' '3' - 2' la' 22' - 0' '.!~\+' HEIGHT/SPAN 3' 53' - 2' 4' 46' - , 5' 4 , - , 6' 37' -, , 7' 34' - 1 " B' 32' - , 9' 30' - , 10' 29' - 0' .072 9" j SX"6, 77 2" X 9" X , 072 X , 310 S. H. B, ,072 !.,,\~ Hf1GHT/SPAN 3' 65' - 6' 4' 56' - 10' .s' 30' - 10' 6' 46' - 4' 7' 43' - 0' 8' 40' - 2' 9' 37' - 10' 10' 3!5' - Ie' TYPICAL ALUMINUM CDLUMN & B~AM DETAILS TABLES FOR SCREEN ROOMS & ROOFS DNL Y NaT~/ 1) BE:AN SPANS MAY BE: INCReASE:D eor. ....HE:N CONTINUOUS OVER /NTfR/OI? COLUMN SUPPORT 2) IILL SCItH SPANS ASSUHE: LA TfRAL PURL INS (e' "e') , 90' FRAHE:D ACROSS RODr , filCH POST IN SCRE:ENED S1 DC WALLS ...., "., "r-ff" IofIAV 'Or '''''T''~''' A1"r-r\ ~"O r~Tr~wr""drr I rIVI':T...,S n,p SP,4CINGS DAVID NORRIS eNGINCERING DCSIGNED TO '97 STANDARD BUILDING CllDE PCR CHIlPT. /606 rOR 110 HPH VIND Pg, I-A ~Y"?--- .~~~~ p_~'_n? 111 POST LENGTHS ANIJ SPACING FDR WALLS SUPPORTING SOLID ROOFS (12' SPAN+1' O/H) )( POST NOHINAL SCRCCNCD WALLS SOLID VALLS WALL SIZE H€IGHT POST SPACING POST SPACING 7' 5' -8' 2' - J 0' c' ltC' xa 040' 8' 4'-0' 2' - 0' Z' x3' x, 0'0' OR 7' 8'-0' 4'-0' 8' 6' -0' ]' -a' R" x ? VI (J) C 9' " -0' 2'-4' 1 1/2' X2 118' X , 060' 10' 4' -0' 2'-0' 7' " -7' Z' x3' x, 070' OR 8' 4'-2' 2' X 2' VI (2)[ 9' ]' -]' I 1/2' X2 118' X, 060' 10' 2' -9' 7' 10' 6'-2' 8' 9' 4' -7' 3' iiJ' xa 060' ,9' 8' 3' -7' 10' 7' 3'-J' 7' 9' -]' 8' 7'-0. 3' x3' xa 093' 9' 5'-5' JO' 4' -8' 7' 12'-0' 8' 9'-0' 3' x3' xa 125' 9' 7' -0' 10' 6'-0' 2500 PSI CONC, 2424 1856 1466 1188 825 606 464 4280 3277 2589 2097 1456 1070 819 3040 2328 1839 1490 1034 760 582 3451 2642 2088 1691 1174 863 661 6527 4997 3948 3198 2221 1632 1249 9708 7433 5873 4757 3303 /:427 1858 12836 9828 7765 6290 4368 3209 2457 1 0' D I ,4, GRADE · 2 DIHENSIONAL LOADING - COHBINED AXIAL (ROOn &. BENDING (WIND) LOADING. FaR EACH ADD! TlOHAL rOOT OF ROOF SPAN (OR OVERHANG) > 13' REDUCE POST SPACING BY ax OR FOR EACH FOOT OF ROOF SPAN (OR OVERHANG) < 13', INCREASE POST SPACING BY BY.. C 'HPACTr/J f' LL H-24' 3/8' DIA, RCBAR 6' LG, THRU POST 4, , . 4-, . IE' DIA. NOTD PDST FOOT ING D~TAIL N. T, S, TH~ ABOV~ IJESIGN WILL CARRY A CONTRIBUTARY LOAD OF: 50 S. F; 100 S. F, FOR H=30', AND 150 S. ~ FOR H=36' J 8' HIN, } 115 RCBAR CaNT. THK'ND SLAB ~DG~ D~TAIL N. T, S. DAVID NORRIS [NGINeERING DCSIGNED TO ' 97 STANJ)ARD BUILDING CODE peR CHAPT, 1606 FOR 110 HPH VIND Pg. l-E eXPIRes AFi[R 2-01-03 EDGE BEAM SPAN TABLE MAXIHUH COLUHN SPACING - ~HP~ rAN 'NT U 'US ROl r PAM SPAN (I NeL . FT. aJ ) EDGE. BEAM SIZE 4' 6' Ii' la' IP' 14' lifo' 18' 2 X 2 :Jr,/44 6' - I' 5'-6' , - , 4'-6' 4'-2' 3'-11' 3'-8' 3'-6' Po t lOX . 7'- , 6'-~' , - , ~'-2' 4' -9' 4'-5' 4'- , 4'-0' 2 X 3 :J:t~50 '- 0' 7'-8' , - '0' 6 -;r ~' -10' ~'-6' -1 '- , 4'-10' Po t lOX . 'U' -0' 8'-8' 7' - 9' 7' -1' 6' - 7' 6'-2' rr:: ~ 5'-6' 2X3X,050 " -1 A' 6'-10' 6' -1' :;'-/ ~'-2' 4'-10' 4'-4' T I I t Ex t, 8' -8' 7' -I?' 6' -la' 6' -3' ~'-10' ~'-6' ~'-2' 4'-10' 2 X 4 X , 044 13'- 11' -8' IU' -,:)' )I' -0' 8' -1 A' 8'-3' 7' -9' 7' -4' X . 120 s. H. B. 4'- , 12' -10' 11'-6' IU'-6' 9' -9' ~'-e' 8'-8' 8'-2' 2X4X.050 ' -1 , ~' -7' 7'-8' 7' -a' 6'-6 6'-1: ,:)' -9' ,:) -6 T I It Ext. 0'- A' '-7' 8'-8' 7' -11 ' 7' - 3' 6'-10' 6'-~' 6'-1' 2 X 6 X ,055 9' - , 16' -7' . I'" -1 0' 13' - , 12' - 7' 1'- , 11 -I 10'-6' X , 120 $, H. B. 0'- n' 18'-P' 16'-3' 14'- l' 13' -9' '2' - 0' 12'-2' 1]' -7' 2X7X.062 18' -10' 16-1 A' 1~' - [' 14'-4' '3'- i' 12'-8' - X . 120 S, H. B, 20'-8' 18'-6' 16'-JJ' 1~'-8' 4'- I 1 3' -]J , , - , 2X 7X.062 2]'-2' 19' -4' 1 r -10' 16'- I 15'-10' , - , S. H. B. W/INSERT 23'-3' 21'-3' 19'-8' 18'-4' 17' -4' 1 ' - , . 2 X 8 X . 072 20'-:;' 18'-11' 1 7' -8' 16'-8' 1 - a X . 224 s. H. B, 22'-~' 20' -9' 19' -~' 18'-4' 17' -5' 2X 9 X . 07'2 ' c:c: -0 20' -9' 1 9' -6' 18'-6' 1/ -0' X.224 S. H. B. , 24'-IU' 23'-0' 21 ' - 7' 20'-5' 1~' -tf' , ~ ~'O/H (TYP,) 1/4' /FT, (MIN, ) 1/4' /FT, MIN, ) ~ ~ .... 12' AL. RODF PANS .... ~ ; ~ ~ ~ = ~ ~ ~ ~ S L.J e !oj SPAN EDGE BEAM PLAN CENTER BEAM PLAN CENTER BEAM SPAN TABLE HAXIHUH COLUHN SPACING - SIHPLC SPAN CONTINUOUS . R 70r PAN SPAN CCNTCR BCAH SIZC 5' 6' 8' 10' 12' 14' 16' 18' 2' x6' x. 05:5x. 120 -1 f :~: 13' -8' /1'-10' 10' -8' 9' - 51 ' -0' , - , 7' -11 ' SfI" Ho t I no Cxt, 15'-0' 13' -n' II' -8' 11 ' - , , -1 I '- , /1' -/1' I 2' x 7' x. 062x, 120 17'-1' 15' -7' 13'-5' 12' -0' 1 , - I , - , ',- , 9'-0' Sg" Hat/no Ext. 18'-10' 1 7' -1 I 14'-8' 13' -2' 1. ' - I , - I 0'-6' 9' -1 a' 2'x7'x.062x. 120 2 l' -6' 1 9' -7' t 7' -n' 15'-1' 1 , - , , - I 1'-11' /1'-4' S,I' Hotlnf} Ext, 23'-6' 21' -6' 18' - 7' 16'-6' 1 , - 1- ' - , 1 3' -1 ' 12'-4' w/lns'l"t 2' x8' x, 072x. 224 ' 22' -8' 20'-8' 17'-11 16'-0' 14' -7' 13' -6' , - , 11'-11' Sg" Hn t / nn Ext. 24'-10' 22'-8' 1 9' - 7' 17' -6' 16'-0' 14'-10' , - n' 13' -0' 2'X9'X, 072x. 224 25'-2' 22'-11' 19' -10' 17' -9' 16'-2' 15'-0' ,- I 13' -3' S.IF' Hotlno Ext. 27' -6' 25'-2' 21' -9' 19' -/f;.' 17' -9' 16'-~' , - , 14'-6" DAVID NORRIS ENGIfoEERlNG DCSl~D TO "7 STANDARD BUILDING CODE PER CHAI'T, I'~;DR lID "*'H t/lND 1-8 Pg. L NOTE' VALLeS NAY BE INTERPa.ATED FOR INTERNEDIATE LENGTHS OR SPACINGS EXPIRES AFTER 2-01-03