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Home My WebLink About00-9695 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09695 105 ... BUILDING J$'" ELECTRICAL Date R-~f-o() Job Address: Parcell.D. # Zoning: --f91ergy Code: Description of WorkC----><.Lf C1A~4"\ .AD~) ~' ~CAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: tL~ /5~ NO OCCUPANCY BEFORE C.O. Complete Plans. Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. FINAL C?.- / c) DATE DATE Inspector .2/2 Permit Fee ,/ ~' '6 egnMII~ f~ .. tl.aM Company Address CelePhone") '1fL -I06L{ ELECTRICAL I Ftr. 7 Pre SLB @ 1. 'f , 0 l Lintel FRM. Insul. CL WL s't Tp. Servo Rough In Meter Can Canst. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.001 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. APPLICATION FOR PERMI CITY or ZEPHYRBILLS BUILDING DEPARTMENT REVIEW FEE -1(z. - I b& t.( OWNER'S NAME C/lIrN;J JOB ADDRESS ~ 7 '7/ t J./{)121 zrJtJ IVI5U/(6M ml{ t f, AvE. PHONE LEGAL DESCRIPTION: LOT(S) PARCEL ID # 34-- ').S" ~ ?-/ - 00 I 0 - LOT ~ BLOCK SUBDIVISION G/LIf-f\/p HO{2(z()~ o I s (J 0 -Ocf)f IOBTATN FROM PROPERTY TAX NOTICE) WORK PROPSED: ~ CONSTRUCTION DSIGN D ADDITION DALTERATION D REPAIR D INSTALL D MOVE D DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING D COMMERCIAL DMULTI-FAMILY DINDUSTRIAL D# OF UNITS o SWIMMING POOL o MOBILE HOME ~ER ALt/;YI / 1J(/j1// o RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK Sc 17/'5/5 tV /Zoo""" . I BUILDING SIZE /1 X tfg' (' ,4 f</J tJ 12 -r; urfLI rLf ai)()/Vl , . 5~' HEIGHT SQUARE FOOTAGE RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED D BUILDING 9'ELECTRICAL $ 97/9.9'3 VALUATION OF TOTAL CONSTRUCTION AMP SERVI CE o FLORIDA POWER o W.R.E.C. WIdE b"HED D PLUMBING D MECHANICAL $ D GAS o ROOFING o SPECIALTY VALUATION OF MECHANCIAL INSTALLATION crc;THER /fL v 111/ A./t.I /Y' TYPE OF CONSTRUCTION: D BLOCK D FRAME D STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES D NO SIGNATURE & AAL 4. 0duJl COMPANY g,t If (:()tJfttLJGrtD/1/ d;; cQ.Jrurt.- Pi-. STATE CERT OR REGI ST # (1/5(: IJ t;"'7'7 K'1-. CITY PROCESSING # ~~ BUILDER ****************************************************************** ELECTRICIAN SIGNATURE ~ 11 ~ ()duI;J COMPANY fief-. (~U-c 17l {(~ STATE CERT OR REGIST # CITY PROCESSING # 1 R7 ****************************************************************** PLUMBER SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # **********~******************************************************* MECHANICAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE **************************************************************~** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which may be more restrictive than City regulations. The undersigned 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 undertake 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 may 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 the: will be responsible. If you, as the owner signs as the contractor, you are indicating tha1 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 i: 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 tc be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland 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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". y~ 7 d---- '" 1) ~~ SIGNAT' R0 OWNER OR AGENT ~ -;3~ SIGNATURE:~NTRACTOR STATE OF FLORIDA i1: CCLJ COUNTY OF 'A The foregoing instrument was acknowledged Beff?le me tits ').s- day of SUU( , ~~ by {lVCE - 7{5aGL.- ~name of person acknowledged) ~ho is personally known to me, or STATE OF FLORIDA Pt'S(. 6 COUNTY OF ~ C The foregoing instrument wa~vacknowledged Before ma this 2..s- day ~f....l U-( , _~OO by /lljn~ 11- 19~/JJ:;L. _~(name of person acknowledged) ~ho is personally known to me, or Dwho has produced (type and whoEr8lid ~d not f3~ A- ~ (Utd Signature of person taking acknowledgement of identification) take an oath. o who has produced ~e of identification) and who ~d ~id not take an oath ~ 11- flJJ Signature of' person taking acknowledgment Name EF-uce A. ItSB6L- typed, printed or $tamped ..... Bruce A AlIJeI i''b,"'1o commiSSion CC748671 *II~~ June 22. 2002 ~........ BflUc.E It - t+ ~(],.I; 0 . Name typed, p~te~~e71 . * * ",,"" '; Expires June 22, 2002 .....'" 07/20/00 THU 09:02 FAX III 002 B&H CONSlRUcnON OF CENTRAL FL, INC. 4025 Morris Bridp Road FREE ESTIMATES ZephyJtaiJJs. R 33543 1-800.224-1206 Lotti Lieeused.Bonded-Imured · SkirtiD&." Steps · RDom Addit~ns. Alu~i1tum.Concrete ~ ? SubdMsion J ?7/R A.)Et.lkf:1m. Nve, 6~~~ h6~1 ?t'v.s LAp II> C~ GJass Room Walls $fD&W Huas W'1Ildows EA~ Pu Color - - Trim Color W.u. + .. + - lJFx_ Beam Colot Il~~~_- "l.IF)(_ All a1,=~= roo& iDc1,*: hns. '1'rim.. 0... Nbc:: ~ 3x3 Potu. h" ~.... Sbiq). f1IIb. , -D-Pwd.l~..1f l..onI&Z..Sq ft x 2.1S - 3.1S r..~ ..~ lAp Sidia& L11-UF ~ 6.24 '7'n. " _Pam_f~ Lon&.-Sq ft Jtl.7S - 1.JS ' ~Ia"'" _LIF )t IS.60 _Pan" _Ft lonl.-Sq R x 2-7$ - J.JS Step RaiIiq . , ,- -~EA x 12.80 /~. I." _ Pan$._ _Ft l.oI.._ Sq PI x 1.. 75 - ).1$ o.nse Doot _x_EA x VelGcc...1LF""'t.l.t..Reer..et.UF" 3.64 Id V 7..S-..z. Garaao Doat Header- _"_EA x (;,~ on fWme S"I UY.. J.7S .1(1/. 1 ~ Mitc:.: 1 Glsble 8euD "'ark Oft Fron1 Load --ll9.60 ALUMlNVM TOT~ ~~~ ~7 SM ae.m UF x ".61 2x9 SM ee.m - ' LJF x 6.76 Co~ aDl.i Brick 'Yom Acc:cu Door EA It 62..40 r.ao Sl~ tK1.{.L ..:L..X-:fIj" ..s:L..Sq Fr x l.GO '.11'1, be> Mise : htio SIU ~ 'A-x ....t'JLSq Fa 2.00 li~.2 .(10 PaIioSJab. _.~x~ -.lA!LSq Ft:lt 2.00 . ............. SCREEN ROOM WAllS ~"" Side WaIk-- -2-1431- "'L-Sq Fe x 1.00 /~,d6 lap KP ..Y_ + I~ + ./~ + _ -.J~._..lJFx 23.92 Dri~ :l.tL.-x~ --34!.S4 Ft x ~.OO ~ 91, (>() ScnaI Door lnd~: Dri~r-:-PIain-- _JC~ c_$q Ft X 2.00 Closer end '~4--- --1-EA :IE 71.00 ~"O ..w(,~SIab_x_-_Sqfl1l 2.00 Gablt: Fill . one side - _Uf x 12.48 ~ t1iility Ana- _I JI2" ~J 112'" 30.00 .h.I'th Insulate lOck PIate---- UFx ).00 .... Patio, c-,._ ~_- _Sq f~ x 6.75 Fan Beam (Not W'1tflICI)---=. It 52.00 IWMdP.aio6 eo.ar.._x_ - _Sq Ft lil: 6.n 01Iw.6 ,.. a per Cows x - LIF x 1.80 UTILITY ROOM Foow (8xl~~) -1iZVF)( J.SO 2~~ '7r Pall Sh.t_ · _... _ + _- _UF )(.2$.01 ,-. (Skirtiq) - ./,Q......1.JF 11; ~. so ~d'O Wi.h "lx2 Alum or 2)(4 Wood Studs ".. OC 1 T....s s.p..-~- _ EA JI; 5&.00 lap btel'.L + L ~ 1...+..8-"'" JWF x %I.OS ._o_~ 2Tr.dse.p ---LE.A x Jl6.00 /lL..t!JO Ei7.ir Door IUld 1 Windo- L- It 124.10 ".u ~. YTriiil Step ._~ EA x. \ '''.00 j?<l.OO Double SJixir Door J Window_ ~ 34*AO s.,l'Iadota ... _EA x 175.00 Slider Window (Exn}----- ...L.)( 46.10 M~ ~ 8ric:t SIciniDa Max $ HiIb But Shidd----- UFlt4.16 Ow.. , pet. pel' Caunc cbc'ge _ UF x 1.60 - . . Split Brick Air Stack UF 8.00 M\sc .. Split Bride ScJIid I I 1.J :illIF l( 9.00 -:t.79'. CO VINYL R()()M \II ALLS (Mr S per ttp:r Courte.... J2LLIF lIl. 1.10 ,_" 4-"" Vinyl Walls_ + _ -to _+_. _Ufx_ FaD Dirt 1 _Loads l( - '"silk Kick Pbro----- _UFlC. ..4.5 "-'- . - - L.p Top inside and (lU[ - _ UFd2.4I t.6K: /' """ ~ Florida GI....._- ... UF:It 8.32 S,.;..,.tt n'.1 .Il.,l) rW.nR. Con~rete 14S&1late Top and Bottom-- 1.1f X 4,45 ''9 ,..~ V~ Oocn fncl.- (2) 1. Trade Units 0418 x: ~~~num ..-z .'i TIT TbrabolO and ClcP:r---_EA)( \19.60 Z-;}tJ-df) , "nu 1}' n: ,~ MifC F/fJC 70 71.F~n~ )O~ IX '., .€~G/N~G~"N6 Tot&! 1'''9, 93 ~I ~ _ ............ ... . ""'~~CHAAOa~.,j",..""''''''''''-'' aa ~I\ _.. _la'-. ~ nac.n: :1'8011"".... ~....tt~....c.... , 'rj ~ Hl100; S (~1Q?:"-6I-L ~ I' ~o >1 ~" IJ \ \ ~~ ~~ '" ~() I ~ ~ ~I.o ~ ......~ '-t\ \'e\~ ~ ~~ 3.2 ~" ~"\ ~ I ~~ 32.. -11 ~ ><. \0 ~\I\ ""&1 h;L6 /ItJ;tIC' ~ \ V\~ t' -( jOe; ~ if. /07 '1'-0.... ~~, ~\~ ~~ ~ I i ~..... ~ \\1 ~ ~ ~ 1\ ~ '''- ~ ~ Q-,. f J? '- ~ '" ( ,,- Or ~ ~ ORM;=o.>o/ .19 ~~~ ~~ ~'l' V) 1< /" h{) v--- (oT ? J ??/? 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'- ,_. .l.J ~ ~ ~ '::) ~ '- ~ \~ ~ - tR r-- ~~ ----1 I T "' ~ ~ .::: I< '" ~-~ ,~ ~ ~~ ~ '{: \ ~ ~ ~~, r-~l ~~~ -4:..4..J T ":)~~ ~ "..3- \.l K: "- ~ -.. \:) ~ " ~ \J '\.; ~ ~ ~~ ---4 I., ~ ....~ ~ ..... ~:~-1 ~~ '-.J ~~ k.. ~~ '.J ~ T ~ ~ ~ 1 \J ~ ,~ z '{) ~ \ I ~ ~ ''X f--~:;: " '-"") ~ , ~ r- :~ ---1 '-3t ~ T ~l.u - ~~ \U "'!"'"\ ':-, ~ ~,~ ~~ ~ \,) ..... ~ V) ~z r ~-1 ~h. K" - ~ ~ r- -~ --1 U ~ ~ ~ --.t.. ::; r- -~ =j ~::: '" ... ~ ~ ...':J f: ~ \J ~ "- ~ ~1- ~ ~ .-J I~ ~ ~ ~ lo- '<J~ 3 ~ ... (J ~ .... ~~ r-- ~~ -1 ..:;~ Cl < ~ 'i---.. ~ ~ ~ ~ ~ ~ 1 ~ 1:; ..... ~ ~ "- -:. 1 ':)... t:. :r-- j ~.......... ~~~ ~ ~(}...,. ~~ ~ ~ I() ~ \.\j ~VJ ~r:-lJ ~'1 I 2 I 2' x 2' ,p#- HC/GHT/SPAN , - , - f 120' r- I ~ 2' x 6' SX-I. 97 dl' HC/GHT/SPAN " _ 47 4' - , - , - , - , - 71 "\ j _-:..050" ~ SX-.0404 , .... 2' x 3' ~p1 Hel GHT /SPAN I .1' 'Ii' - 8' 3' - I", - 1 9' - 9' - 6" S. H. I. ,T r055 A 1 I v _ f-'-120 9" 2' X 9' X . 012 X , 224 SX-,. a _ 1-'-224 ~poj; HeIGHT/SPAN 9' - 'F - II _ I I" ,l/;\1r } -I-- ,050' SX-. 3' I 2" I 2' x 3' T1' t L4P~ HEIGHT/SPAN " - /' - .' - Jr I' 1" 2' K 7' S, H. I, SX-2, '04 ~P~ HeIGHT/SPAN ~I - 1 I' _ or l' 0' I' t,H.B. J 1/1 ~012 _~JI0 I J" HAxr-- 4" [, J) IeM SPANS HA r Ie I NCRCASCD tOX IIHCN COHTI NUOI.JS OVCR INTeRIOR COLUMN SUPPORT 2) ALL ICM SPANS ASSUHC LATCRAL PURLINS <t'xt') , ~. FRAHCD ACROSS Roar , CACH POST IN SCRcnCD SI DC IIALLS 3) VAL I.JCS HA r IC I NTCRPOLA TCD FOR I NTCRHCDI A Te LeNGTHS OR SPACINGS - r-:-050" . .... SX-. 98 SX-. " I ~044 2" ,- I . 120:.., J 2' x 4' T1' t 'dP~ HeiGHT/SPAN 2' x 4' S. 11. B. lrP,i HCl GHT /SPAH :5' - I' _ ' , - 8" I ,j L,062 , _ ,.J24 2' K 8' S. H. I. SX-4. 44 AP+ HeIGHT/SPAN :5 - 4 ' - - I 9" 71 S.H.B. iJ I ~l ~072 2' X 9' X , 012 X , 310 SX-6. 77 ~p';' HeIGHT/SPAN TYPICAL ALUMINUM COLUMN & BCAM DCTAILS TABLCS FOR SCRCCN ROOMS & ROOFS ONLY DA VI D HORRI S eNG! NeeRI NG DeSI GNeD TO '97 STANDARD BUILDI NG CQIJL peR CHAPT. J 606 FOR JJ 0 HPH III ND eXPI Res Af'TCR FeR. l, '01 I ,1 .072 Pg, 1 -A [,DGE B['AH Sf Z[ 2 X 2 ~ . 044 Po tl 0 t.xt, 2 X 3 ~ ' 050 Po tl 0 t X t. 2X3J.050 Ti { t t X t, Ti i t E:xt. 2 X 6 X , 055 X , 1 EO S. H. B. 2 X 7 X . 062 X , J 20 S. H. B. 2 X 7 X , 062 SHB, II/INSeRT 2 x 8 X ' 072 X 2E4 S, H. B, 2 X 9 X . 072 X , ??4 S, H. B. EDGE BEAM SPAN TABLE HAXIHUH COLUHN SPACING - HfJfh~uff(;1N ROlf' PAN SPAll! (INCL. ~T. . H, ) ';' R' 10' 1.f' .'5"'-1,' "-0' ~'-6' - 3'-}}' fl' -:1' 5'=8r- 5' -2' 4' -9' ~'-5' 7'-B' 6'-10' 6 -3' 5'-10' 5'-6' 8' -8' 7' -9' l' -1' 6' -/ 6' -2' 6'-10' 6 -1' :>' -I' :5'-2' .f'-10' 7'-R' 6'-10' 6'-3' 5'-10' 5'-6' JJ' -8' 10 -,' ':/. -6' .. 8' -3' 12'-10' JJ'-6' 10'-6' 9'-2' 8' -7' 7' -B' 7' -0' - 0 -c: 9'-7' 8'-8' 7'-10' 7'-3' 6'-)0' Ifl'-7' 1~ -10 /3'-7' /2'-7' JJ'-9' 18'-E' /6'-3' 1~'-)1' )3'-9' 12'-/0' 18'-)0' /6'-10' 15'-5' 14'-.f' 13'-5' ?n'-R' 18'-6' 16'-JJ' 15'-8' 14'-8' 21 -2' 19'-4 17'-10 16'-':/' 23' -3' 21' -3' 19' -8' 18' -4' C:U -" J /:i -I I 1/ -/:i' e2' -y 20'-9' 19' -5' ee -6 cO' -':/' 1,:/'-6 2-4'-10' 23'-0' 21'-7' 4' 6 -4 , -E' 8'-10' 1 0' -0 ' 7 -10' 8'-8' 13' - :' 14' - , 9' -1 ' J 0' - 0' 1 9' -0' PO' -J 0' -1 f-L' O/H (TYP. ) ~ ~ '" ~ ~ '" ~ ~ J/-f'/FT. (HIN.) 1 e' AL. RODf' PANS SPAN -1 f-L' O/H (TYP. ) J/-f'/rT. ~ ~ '" ~ g ~ ~ SPAN ~ ~ ~ E:DGE: B~AM PLAN 16' 3'-r 4/ - . , 5'-2' 5' -) 0' 4' -1' 5' -2' 1 -9' 8'-8' -':/ 6'-5' 11 -1 I 2' -2' 12' -8' 1 3' - 1 1 ' J ". - U I 7' -4' ) 6' -8' ) 8' -4' ) 8' -6 20' -5' ! R' J' -6' 4' -0' -4' -10' 5'-6' 4' -4' 4' -) 0 ' 7' -4' 8'-2' -6 6' -) , 10 -6 JJ'-7' I -0 I '-E' I _() I I '-6' ) -) 0 ) 7' -,,' ) 7' -5' I ':/' - -f' CE:NTE:R BE:AM PLAN CENTER BEAM SPAN TABLE HAXIMUH COL UMN SPACING - SIMPLe SPAN CONTINUOUS RI In;- PAN .<;, 'AN CFNTCR srAH sIze 5 6' B' 1 A' 1 P' 14' , )R' 2' x6 x, o 55x. 120 H;=~: 13' -8' U'-10' 10'-8' -':/ " -0 , - , l' - 11 ' S~/ f Ha tl no Cxt. 1 5' -0' 1 3' -0' 11 ' -8' , - , , -1 0' , - , R' ';'R' 2'x7'x. 062x. 120 17' -1 ' 1',' -7' 1 3' -~' 1 2' -0 ' , - 0'-2' , - , 9' -0' ~'i f Hl) tl nn r"xt, lB'-10' 1 7' -1 ' 14' -8' 1 3' -2' , - l' -2' 0'- 6' Q' -(f}' 2' x7' x. 062x, ) 20 cl -6 19' -7' 17' -0' 1 " -1 ' , - , e'-B' l' - 1 ' 11 ' -4' S,I r Ha tl nQ Cxt, 23'-6' 21' -6' 18' -7' 1 6' -6' 1" -2' 1 -4' -0' 1 3' -1 ' ) 2' -4' '1f/1 ns,r t . 2' x8' x, o 72x. 2e4 ce' -8' cO' -/:i' 1/ -1/ 1 6' -0' 14'-7' 1 3' -6' - , }I'-)f' St-I f Ha tl no E:xt. e4'-)O' e2' -B' 1 9' -7' 17'-fl' 1 6' -0' 14'-10' , - 0' f 3' -0' 2' x9' x. o 72x, 224 25'-2' 22' -11 19'-10' 17' -9' 16'-e' 1 5' -0' , - , ) 3 -3' St-I f Ha tl nn txt. 27' -6' e5'-e' 21'-9' 19' -I,' 1 7' - 9' 6'-~' , - , 1 4' -6' NOTC. YALiXS MAY IF: INTCRPOLATCD FOR INTF:RHCDIATF: LF:NGTHS OR SPACINGS DAVID NORRIS CNGINCCRING DCSIGNeD TO ''J7 STANDARD IUILDING CON PCR CHAPT. J 606 FOR J I 0 HPH VI ND Pg. 1 - B CXPIRCS AFTCR FCI. J, 'OJ INTERLOCKING ROOF PANS ROOF PAN (ALLOY JOOJ H-16) AU( Sf'M 41fIXl1IM ri 't' VARIES.......... { j 12" I ,OJ2 .608 15'- 6" 18'-6" [1 '/' - ,O.J2---... r .0J2 .~ 1/'- 0" IJ'-O" I 12" I Jorr: PANS IJA Y O'rf:RH.A.NG 1/5 OF SlIJPLE SPAN, (UP TO J' IJAX.) SPANS IJA Y BE INCREASED 2" FOR EACH 12" OF O'rf:RHANG. CONSULT AN ENGINEER FOR GREA rrR O'rf:RHANG, J" ST1NCTtJRAL ALU"'. ItOOF S 'IS TDI .' 2" s.",. IK.4JI (seE CHAR rs) (2) 1/4" OIA.Jt J 1;7' ST, IHRU IKX. rs J 1/1' X I 1;7" X 1/1' C BASE W/ (2) 1/4' OIA. TAPCOHS Qlf COIJIV./1>OST Ir/ (2) 1/4" OIA Jt J 1/2" S n. IHRU Ia.. rs - T'QII Qlf SID! "'OONT ALLOKD- ALW. IMSC INSCRT W/ (2) 1/4' OIA X 2 1/4' TAPCCWS ~'w~-~~, n?,)SCroMALU~ m. W/ (2) 1/4" OIA IHRU .<:x.T'S '. '.. ~'~" ,'~' ~.~; :.! ',: ,t, '.', 'I . ",to' :.,' ... N{'r! OR (XIS nyc 4 2500 PSI CAlC. SUJJ (sa PACC I-H) CARPORT / OPEN PA no DETAIL W/ ROOF ATTACHMENT N, T.S. ALI.JHINUH Roar PANS - J~ X e.:S' X 'JO:S-H3lJJ PANel .lIS HNU'ACTURCD Gr ROYAL AI../MJ NUI(, J He" LCESIURG, FLORI DA III NJ) SPAN w/ SPAN w/ OPEN 13' -,' MJJ LDI N(j ,oR4' II!' -" J I ' -,' } e' -0' } e' -4' PARTIAl.. } J ' -S' } 2' -0' Ie' -4' ENCLOSED ,014' } 0' -" I I' -0' J}' -4' It.JJ L DI N(; } 0' -0' 10' -4' 10' -" ENCLOSED J,' -4' } 3' -I' 14' -0' It.JJ L DI N(; ,024' } I' -0' } t' -4' 12' -,' JJ' -4' } I' -I' 12' -0' ROOF ATTACHMENT NOTtS F.A.STeNER TO BE DETeRMINeD B.A.SED ON CONSTRucnON OF HOST STRUCTURE /10 S.M,S. X 1 1/2" " 8" O. C, IN TO IK>OO !:JII (2) /10 " 16" O.C, INTO WALL STUOS !:JII (2) f10 X 2" " 24" O,C, THRU J/4 (MIN.) FASCIA INTO TRUSS OR RMTfR TAILS !:JII 1/4"_ T.A.PCONS " 8" O,C, ST.A.GGERtD INTO CONG. w/ /10 S,M,S. THRU RfC, HEADER INTO PAN BOTTOM ~ 1 1/4" MIN. EMBeDMENT INTO GONG. 1 1/2" MIN, EMBeDMENT INTO WOOD * REPL.A.CE .A.LL DETeRIOR.A. nNG 1+000: W/ F .A.SC/.A. SECUReD TO R.A.FTeR (TRUSS) T.A.ILS DAVID NORRIS CNGlNeERING DCSIGl..cD TO '97 STANDARD 8UILDING CODe Kif CHAl'T, } U6 FOR JJ 0 HPH '>'1 ND Pg. 1 - D EXPIReS AFTeR rEI. I, 'OJ · POST LeNGTHS AND SPACING FOR WALLS SUPPORTING SOLID ROOFS (12'SPAN+l'O(H) . · e DIMCNSIONAL LOADING - COHIJNED AXIAL (ROOF) , 8[NDI NG (VI ND) LOADI NG. FOR [ACH ADDITIONAL Foor Of' ROOF SPAN (OR OVCRHANG) > J 3' REDUCE posr SPACI NG 8Y 8X OR FOR [ACH Foor Of' ROOF SPAN (OR oveRHANG) (J3', INCREAse POST SPACING IY ex, J . , 4 . ~ . 8' HIN, ~ 1$ REIM CDNr. THK'ND SLAB ~DG~'D~TA!L N. T, S. 3/8' DJ A. RCIM " La. THRU POST I 2' DI A, POST FOOT! NG D~TAl L N. T, S. NOTD THC ABOVC DCSI GN WILL CARRY A CONTRI DUTARY L DAD OFf 50 S, F; 100 S. F. FOR H=30', AND 1 50 S. F. FOR H=36' DAVID NORRIS CNGINCCRING liCSIGNl:D TO '97 STANDARD IUlLDJNG COliC PCR CHAPT. J 60' FOR /J 0 HPH VI ND Pg. j-t CXPI RCS AFTCR FC6, J, ' OJ .' (OPT,) 6' STCP FASCIA V/ '10 X I' I H' a C, (R 2' X 2' X 0, 040 srlFFCNER NOTC, FOR OUTSI DE SPANS > USC 2' )(3' (VCRT,) OR 6' STCP FASCIA V. HEAD RDDF PAN FOR VODD CONNCCTION , lOX I -1/2' V. HCAD SHS, THRU ROD!' PAN , lOX HEADCR " ON CCNTCR INTO HOST STRUCTURC. , XI' X 2' X 0.060' wQ..C CLIP V/ (2) tJ 0 X '/11' V. HeAD .HS. CACH VA Y. TYP, SCCT! ON DCTAJ LS ~ T. S. 2 X ALUH, CO/. (}) 114' DJA. X 2 114' CCJNC. OR TAPCClH I 24' a C, NOTC, AT CORNCRS USC (/) 114' DIA, X 2 114' CA D/~ I 4' (HtU,) FROH CORNeR. ~I X 2 1tLUH. JASC KA TC I' X I' X I /1 6' X 2' /1tLUH. CLIP V/ (2) '10. X 1/2' TCK SCRCVS I H CA. DJ RCCTI ai .4 .: : .' ,4: .... .. .~." f \ : ,. ... :.. :,. .. ;,. : of . , .. : '. ...., '. SL.OP' HI N. 1/4' 1FT. (2) 114' DIA. srL, THRlJ XL TS a't1',) 2 X ALUH leAN :J X :J ALl..H ca., />DT.' TNC ICLOV DCSI&IS VIlL CARRY A CCWTRllUTARY l.Cl4D (Y 1$4 S. r, - NCV 'I' X I' rro (100 S. r. - exUT. 4' SL.A.J> ALLH JAse IHSCRT V/ (I) 1/4' DlA. X I 1/1' TAPCa4 , (2) 114' DlA. THRlJ XLTS (B 2' X I' X 1 II' ALLH ANGLe VI (I) 1/4' DI A. X I 1/4' T~ON ,A. SIDC (Y ca./.HoI '1/ (2) 1/4' DrA. THRU JOLTS Q!! :J I II' XII/I' X 1/1' RCcevl HG awKI. VI (I) 1/4' DJA. X I 114' r~s , (2) 1/4" THRlJ XLTS IJIl ALL Of' TNC AlOve "",y Ie ca.NCCTeD TO IIOOD HCA1JCR IY S/JUTfTVT'HG (4) liD S,,, So (I' HlH. CHlCD> FOR TN'COHS. 'Ct" ':::r.t;' ;:~:;:"'~ HI ;;2; CXI STI NG 4' CONC. SLAI '1/ NO CRACKS VI THI N 30' OF POST Qf1 NeV THI<' ND " X B' HDNO FOOTING V/ (J) " CONT; aI VooD DeCK V/ DIL. I X 6 (HI ~ ) PCRI HCTCR HEADeR /:JIJLf. srr DETAIL BELOV VHEN HOST STRUCrLJRC IS HASONARY , J 0 X '/8' V, HCAD SHS THRU Roar PAN RI SCR ON 12' ceNTCR INTO ST/ rrCNER AT CACH CND OF RODF. I' X 2' pos r SHOIHoI 4-110 X I' S. H. So Kif I*OST INTO I NTCIV OR SCACV S/"(. I;.CS I' X I' OPCH lAC/( TT Pf.Arr: (1) 114" X 2 114' CaiC. A. I. (R T AP(;ON , 24' a C. KI CKPLA TC OR CAJ,4N.04 SKI N (I'J IV. O. 01 9' ) ATTACHED '1/ POP RI vcrs OR 110 X 1 Ie' S, H. S. I 16' C. C. eXTRU1JCD NCAIlCR V/ J /4'" X I 114' TN'CONS' I' a C. STI4(i(jCKD ..----(1) liD X '/1' S. H. S I ".. "',... me< ~ 12' VI DC ALLH PIWS HI H. (J) Kif I't4/Y HASONARY / HEADER A TTACHMCNT DCTAJ L No r. , DA VI D NORRI S CNGI HeCRI NG DCSIGNED TO '97 STANDARD IUlLDING CDN peR CHN'T. 1606 rOR J J 0 HPH VI liD POS T CONNCC T IONS (CARPORTS / opeN I'ATIO) '. ~ T. S. eXI'IReS Al'TCR Pg. j-F reI. 1. '01 ItOOO STUD ItOOO $1VO P. T. PL.A rr GR'D P. T. PLA Tr 2" T(ItIIH.) WOOD CONSTRUCTION REO'D SOIL SEPARA TION N. T. S, 2' 0" 4/1N 4/IN. 2~ PSI CONCRETr WTH exe-Ioxlo w,1t:4/, -, OR FIIJCRJJESH (rrPlC.4L) BEroRE 5L~ " I I, .:: ':"5~ ~, - fUT 5LON / NO FOOTING ~' ." . " ,. ,'~.. . . . 1 '~.' . ~ . : :~ '0':..' '";In. - J";In. J";In. - '";n. FOOTING DETAILS ADDRESSING EROSION N.T.5. ])AVID NORRIS CN(;JNECRING /JESI GlCD TO '97 STAHA'tRD RU/LDI N(j CODE: Pelf awT, J606 rOR no HPH IIIND Pg. )- SH~~T No. CXPI ReS Al"TCR rc" J, . OJ REV/SED 3-1 -~ 1 00 MASTER PLANS - 110 MPH WIND REGIONS ALUMINUM PA TlOSI CARPORTS1 SCREEN ROOMS1 POOL ENCLOSURES & DETAILS 1 'RC "'LWI. PMIS I/O X / 1/2' S.iI.S. O,C. INTO 2 X 4 PLAT'E S~oPE lolJ~' 1/4' /fl. ROOf' A TTACHUENT (seE Norrs BELOW) seCURE ALUU'NUU PANS TO TOP PLA TE or EHO WALL w/ /10 X / //2' S.U,$. 2 /2' o.c. (.4H0 seCURE EHO WALL 1'E7lT. STUO TO HOST STRUCTURE w/ /10 X J' . /2' o.c.) Norr: OIVL Y SHEAR WALLS 4: LOAD BO.RING WALLS REOUIRE HURRICANE STRAPPING HURRICANE CUP T. II I. or O. WALL STUD . 24' O. C. ("AX.) use SHE.A.RWALL STORU BRACC-X PA rTr:RN 'MTH U.H. ST1fAPPIHC 11'/ (I) &J . CA. STUD, (OR) use STORJI BRACC 1/" THERJlOPL r .t ,.WLCD PER It/FC" SPEC'" W/ HURR. CLIPS PCR A80Vf ,. IJAX, D8L 2'x4' TOP PLATE (I) 2' X 4' (IF COIVT.) 2'x4' HOOO STUO WALL 24' O. C, 5/" nl/ HOOO SIDING OR \011'111. OR ALUIt/. SlOIHC O\o("R '/2' PL Yo W/ u . ,'/72' O.c. EOCC$ / INTERIt/, 4: . J' O,C. TU 4: ALOIVC ALL HEAOERS It PLATES (FOR SHEAR It UPUf"T) REPUceS HURR. CUPS J/" 01,1" COIVC. A.B. OR 1/4" TAPCOHS .24' D.C. (2' JlIN, Elt/BEO.) 2'x4' P.T. HOOO PLATE seCURE ALU/J. P.4HS W/ (J) 110 s./J.s,,;1'.4H . " oPE O. c, ('rr1>. . EA. EHO) .. SL loll'" II.' Jf1. ~rc DerAIL ';c l-H NEW OR EXISnNC 4' 2500 PSI COHC. su.B seCURE ALUIt/INUJI PANS TO TOP pu, T'E OF tHO WALL (AND END WALL VfRnCAL TO HOST STRUCTURE) W/ 110 x 2' s.",S . 24' D.C. J' STRUCTURAL ALU/J, ROOf' SYSTEU (TYP.) , --- BCI.U ATTACHED. T4/J 11'/ CAPRI CLIP OR CA~.n.c CUP (seE HOTES BELOW) " .. /' X 2' PURUH) TYP.) " FOR WOOD DECK (SEE NOTE: BELOW) * ROOF A TTACHMENT NOTES * Fo.R WOOD DECK: USE //0 SCREW X J" LG. (THRU 1+000 DECK INTO. BE,4,M OR HE,4,DER) 024' D.C. M,4,X.) USE (2) //0 X J' 0 E,4" Po.ST CLIP A TTACHMENT NOTES C,4,PRI CLIP: USE (2) L /" X /" X .060' W/ (2) //0 X J/4" TF:KS INTO. E,4,. F,4,CE J2B C,4,STtE CLIP: L / 1/2" X 2 1/8" X .050" REC. CHANNEL W/ (4) //0 X J/4' 7f:KS INTO. BEAM DR o.P[N BACX c:t (2) //0 X 3/4' 7f:KS INTO. EA. S.M.B. o.F Co.L. FASTfNER TO. BE DE7f:RMINED BASED ON Co.NSTRUCnON o.F Ho.ST STRUCTURE lID S.M.S. X / 1/2" 0 8" 0. C IN TO. WOo.D J2B (2) I/O 0 /6" o..c. INTO. WALL STUDS J2B (2) {IO X 2" 024" D.C. THRU 3/4 (MIN.) FASCIA INTO. TRUSS DR RAFTfR TAILS J2B 1/4" TAPCo.NS 08" D.C. ST,4,CCERED INTO. CONC. w/ //0 S.M.S. THRU Rec. HeADeR INTO. PAN Bo.TTo.M I::K2IL 1 1/4" MIN. EMBEDMENT INTO. CONC. / 1/2' MIN. eMBEDMENT INTO. WOO.O * R[PLACE ALL OE7f:RIOR,4, nNG wo.o.D: w/ FASCIA SECURED TO. RAFTfR (TRUSS) TAILS THIS STRUCTURE HAS 8[EN DESIGNED IN ACCORDAHCE 'MTH THE '97 STANDARD SWG, CODE 'MTH ALL REVISIONS TO. CHAPT. 160.6 FOR I/o. MPH 'MND VFLOCITY VCA'D AFT'fR 2-/-0.1 0,1, VlD NORRIS ENGINEERING 1/2 COLEMAH RD. 'MH T'fR HA ~N, f1.. J388D (863) 299-10+8 Pg. 2-[ 'r i I V) L-.; ........ Q: ~ <::.) :::,. I >< ~ \0 L . "~I 6' I SPLIT BRICK VAL L ,'/.'6' BRICK SOL I D SPL/ T n.c[ '<OR TAR B[ TV[[N BR::K AND BLOCK 8'/8'/16' CeLL B....~CJ( 6' ,Io(AX .....[,'::,h .~ r:":s,,ef) CRAN :'[ ]'; "c::;.. 'S ) 55', use SOLI D j j/.cKJP .ALL (NO PieRS) VARJ E:S 6' -0' v (MAX) BACK IJP VAL L UNDeR HOBILC HOMC 8X8XI6 CCLL BLOCK NOTC, rOR HeiGHT < 3e', C, 9, PICRS , 8' -0' 0, C, (MAX,) ARC ALLOVCf) rOR HCIGHT < e4', Ie' VIDC rOOTCR & C, i, PICRS' 10' -0' a c, (11Ax') ARC AUOVCD, 6'-0' .( ! -- V) L..; ........ Q: ~I :::"! 5/8' R[BAR rRO", rOC'[J< /"trc S...A.i 6' -0" THRU CC-. ~ &.OCKS i i I i I L '" 61-0" VARJ ~S N, T, S, - . . ...."'-, . - 1 NOMi HAL CONeRe T[ 12500 pSI "'IN, THIS STRUCTUR[ HAS 8[[N :)[SiCt,[) " A CCOROANC[ IIrl TH TH[ '97 S T ,(,'"<0,( RC BL':' C COOC IIrlTH ALL R[Y1SiONS '0 CHAPT 1505 FOR 110 "PM 'fIrINC >f. X ""y VO/O AFTfR 2-1-01 0,1., \110 NORRIS [NGlN[[RINC II 2 COL[MAN RO, '/t1NTfR HA Yf:N, FL JJ8<JO (86J) 299-10+8 pn ":J ,~ .:::..'- ~ 6X6 110//0 v, v, H. OR n iCRMCSH DA VID NORRIS ENGINEERING ./~) ENGINEERS · LAND SURVEYORS . PLANNERS ~ Y PERMITTING . DRAFTING ~\' , , , '.",',>-;:: 112 COLEMAN ROAD .~ WINTER HA VEN, FLORIDA 3;3880 (863)299-1048 {/r":v"~c\" 'iOT[ STRUCTUReS DeTAILeD IN THeSe PLANS WeRe DeSIGN[O II~- '-.-.' TH[ 1997 STD. BLDG. CODe w/ALL ReVISIONS TO CHAP 15:)6 (D.L +20 PSI / L.L.(6 = 1/80 MAX) 100 MPH WIND VeL :v APOR PJ?RICR CLCAN COMPACTCf) riLL SOIL TO 95X STANDARD OCNSI Tr, PICRS (I) 15 RCBAR PCR COL U/oiN I 6' D. C, MAX, IN CO'VCRCTC riLL il..K (I) 15 RCiAR CONT TYPI CAL SeCT! ON N. T. S, '. lOt( [b7 g 3? 718 AJeu /r:6Mr Gt0Avd fIol?/20 J I' >1 60 I 1\ , I r- 1 II \ *- T 4C:- ~;a , ' 1----- 1\ \ I / \ , /' hD t /oe; '. jOe; [D7 g- 37718 AJeu k6Mr G~AlUd tIo/?/20 .J I' >1 60 I 1\ , I r 1 1\ *- T ~ 4~ ,~ ---- II , \'1 / \ /' !a(!) t lof -: I~ 'v r 1 I' ~ I lOt! f- I ~ ~~ I, II II' ---- \/ ) [07 g 3/7/8 /Ueu k6lf/lr GP0A vd fIo/f'/20 J ~o \ /t;() I' >1 /' (' loe; ~~~Wl~~~lW' "'" "'" "'" "'" "'" "'" "" "" Rcpl: 43481!5 os: 0.00 08/16/00 Rec: 6.00 IT: 0.00 Dpty Clerk STATE OF FLORIDA COUNTY OF PASCO THIS IS TO CERTIFY nl.~T THE FOREGOING IS A TRUE AND CORRECT COpy OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THiS OFFlc,hWNESS MY HAND A OFFICIAL SEAL THIS DAY.OF 2../1l!!2.. , CLERK OF CIRCUIT COURT DEPUTY CLERK ~i~1;~~~"~~.PASCO COUNTY CLERK ",.1!pm 1 of 1 OR BK 442'1 PG 1678 St. t. I) t FL/J Pi Of+- HOTICB OV COkx:EH'<;EKCHT County ot :p~.5(O ,;,ull \/HnC!I\SICHaO hor.by 9Lv.e ac:c:ordano. the I, t I " Cenff.l O."rlptlon or l.prov.~.n~ P /t-Gt4 (91= ) , Ol,nc r I" t ornlat ion I thmo G/Z,Atv~ !-hfU 'Z-IJ/l/ fYl-li. f'. (.due." 377/0 /Vt'J-'v)M 1J.'vt. CLty 21:;fHYIZ!.ftt..-L.? 5tH' I~L-, 3?5"Lf( IntHlSt in pr.uportYI H.,ft, of r.. Simple T1tloholderl (It oth.r th,n own.r) . . City. St.:ltc Addre.. R.c'.. .;.'"' ContrActor: HJmepHf(otv'5mUG-TIOrJ 'o'F cE;vnlllL t=-L, ^udrcutf02~h-tl)/Z1U' f?fll/Jb{~ etJ. City 2~'l/lYIlIIILL,f S~Ate FL - 535'-1-3 S . 5 u ( c t y: H oJ In e ~ . Addro,. city S~olt~ Mlovnt 0' Bond. $ 6, 1.IInder:HAm. 7 . Aduro,. C1ty Penon. within the StAto ot p'lorida notice. or oth.r doc:umont. mAY bo 71),1)( 11(61(7)/ rlor1dA StAtU~"1 ~tc)tc do .19 n Ate d by 0.... n G r v po n .... ro. c :n I,rved II provided uy Sec~:on Nllmo Mide... CJ.ty St,H1 e. In Additi.o.n to himlllt/ Owner d"otiqnat.. 01 to coc.Lve a COllY 01 t", Lienor'. Hot1.ca a. provLded 1.n S.otLon 7tJ.1Jllllbl, rlorido Stot";,,., 'J. rAp.irlll,.fJn dl\l.' ot HCJt.J.c. o. COfllm#:\o~lIIU\'.,...!\.he ellp1.cotlC1n d,)tlol L. I y..e Ic?~ the u~to vt ruc:ord1n9 unl... A d1tt,ront dAt~ L. .p'cLt~ed, I "0'''"'' of o~",,(~~ :}A~' '-- Q.f~A ~"hVPI- I l cHAt 'R-E. I;;: 41\ S"o(n to and sub,cribed betore me thi. '(p dAY ot .4V(9VSr AtPk3# r . .. :f,oQQ . MO~.ley rllblLc: Bwu A,.~ ,..,~'c Oll\.^' a I ion [If.P L c. . I aruce Po. AlbeI i""b' C --'lsiOfI CC748677 ~ *tk# On." t.; Explrel June 22. 2002 '.."