The URL can be used to link to this page

Home My WebLink About00-9896 BUILDING PERMIT .!J'O / (g. CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09896& -- Date /.J - 1-6(") BUILDING p~._'_. ::::::,~:~" 7;~fff~~ Parcell.D. # ~ ij- :26- :2/ - () n IV - D I ~b D.- .15 MEC~ Sewer Conn Water Conn: ELECTRICAL Zoning: Description of Work t'l/J-t' o f'ID Water Meter: T.I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL IS-~OO DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. C.O. DATE Inspector 9 Permit Fee ~ Company A~.~~ ~) 71'2-100r Valuation or Contract Price /O} 7?'/~ VL ..2(p ELECTRICAL NICAL Ftr. ,/ / / 8~ 6 n S R_ Pre SLB / /.-- C7-1'fZY 5/Z, Lintel FRM. Insul. CL WL Breakers Ducts Insl. Compressor Final SLB Tub Set Water Sewer Final Tp. Serv, Rough In Meter Can Const. Pole Pool Pre-Meter 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 ($ 25.00) 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. ~r\- ~sWc-f(~ )7~O\ ~~jf" L/'JND(~ AV. !b ~ '. SQ. FEET PRICE . MAIN OR UVlNG AREA $ OTHER AREA UNDER ROOF $ OTHER VALUATION $ IDl/7/ -<6<::- , BUILDING: $ 1/2,50 CREDIT: $ tJ Iff ELECTRICAL: $ 2'- ....'? :-), PLUMBING: $ tJh MECHANICAL: $ NIt'! (O~~ RADON $ 0,b~ .~rrA-L- / L/Lf > I 4 ---...... T I F'S ,I $ ,0 J t'J APPLICATION I'OR PEmaT CITY 01' ZBPHYRBILLS BUI:LDIHG DEPAR'l'YENT {o/ri /0' 0 DATE RECEIVED , PLANS REVIEW i'EE OWNER'S NAME '~WI tVlC:;:::;N JOB ADDRESS ::A (/sr LAvE .. PHONE 102 - / u0~ ~\ ~75S/ LEGAL DESCRIPTION: LOT(S) BLOCK PARCEL ID # 3L/--2- 5" - 2-1 - 00 I 0- (01 JI:9D ~ 08'10 SUBDIVISION &/2NJ./J /-Ioel2oN WORK PROPSED: ONEW CONSTRUCTION o ADDITION (OBTAIN FROM PROPERTY TAX NOTICE) o ALT ERAT I ON 0 REPAIR ~TALL o SIGN o MOVE o DEMOLI SH PROPOSED USE: OSGL FAMILY DWELLING o COMMERCIAL OMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME ~HER /J}jJfI.( WiJrv1. CJ RESTAURANT 6< HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK 1l.f11\l$THI.<... A..W/J1 ; pJ/.//Yl w/)/'J( It/bvl::j'5P, c/hl.P()I1-T , 1/(1.1'1(, IlbfJll/l / U 1-1 L- I '{ i.j R..c&~ BUILDING SIZE SQUARE FOOTAGE fclo~ HEIGHT RESIDENTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS 6< (2) SETS OF BUILDING PLANS 6< (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS 6< (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED [d'13UILDING ~ECTRICAL $ /o,1'7{,fo , VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o FLORIDA POWER o W. R. E. C. WI (lIi 5H16t? o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES o NO SIGNATURE ~ 4- t41uP COMPANY B f {-I- CON'Gi/ZtJc.rlorJ of-=- (&\lr/Zl4L j::L- STATE CERT OR REGIST # We 0 ~r;7 t?'z- CITY PROCESSING # ~ BUI:LDER ****************************************************************** SIGNATURE COMPANY fkE ~Ec rrl..(C STATE CERT OR REGIST # CITY PROCESSING # /;7 ****************************************************************** ~ (j. ~ ELECTRICIAN PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE **********~******************************************************* SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # MECHANICAL **************************************************************~** SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # OTHER ***************************************************************** 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 thai 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". ~ ~O~ SIGNATU~ OWNER OR AGENT ):1 13 ~&-e SiGNATUR~CONTRACTOR STATE OF FLORIDA J)/\SGo COUNTY OF [1:1 The foregoing instrument was acknowledged Befored!le this ~ day of c;a-tJI3P/l. ,* 2#;0 by -----JlILUl::" A- 1+,:; p, J5L- ~ame of person acknowledged) ~ho is personally known to me, or STATE OF FLORIDA COUNTY OF The foregoing instrument was ~~owledged Before mp, th~S_1:-dil of,ccn Ell- , .. ~oO by (LuG" -(131/ L. .~(name of person acknowledged) ~ho is personally known to me, or p f} 5( 0 Dwho has produced ~ype and whoD did E:J'"""did not _~ A. Cl:t.eR Signature of person taking acknowledgement of identification) take an oath. o who has produced ~ of identification) and who Ddid ~d not take an oath ~ (+. LUuP Signature of person taking acknowledgment B {2.uof 1+ - .4<;; ~~~ Name typed, printed or stamped "., .~ Bruce A Asbel ;"'IfifJr *My Commission CC7M'P.77 ~...I Expires June 22. 20.'_ . -....1\.... 13 flUE IJ-- /}-S(j~V-- Name typed, printed or stamped .,~" Bruce A Asbel *JjJ *My Commission CC7,1I3!577 '.~ expires June 22, 2002 B&H CONSTRUCTION OF CENTRAL FLA. INC. 4025 MORRIS BRIDGE ROAD ZEPHYRHILLS, FL. 33543 1-813-782-1064 SUBtvllTTED TO DATE t ~ 2f - 20 ov NAlvLE 3, M rVlc f:AfLTHl( PHONE STREET r'n 01/1 JV& -ro GILA;JO I-/.DIUZ"tJ fYlH f. STATE ZIP CITY OUNT PRODUCT SIZE UN1T PRICE EXT 5'. OlfmANTL-e I, FL Lf. I J:- ~AI{) [lA1 = 5 v/lf] '2000 . 0 " BALANCE DUE UPON COtvLPLETION \ \\\\\\ \\\\\ \\\\\ \\\\\ \\\\\ \\\\\ \\\\\ \\\\\ \\\\\ \\\\\ \\\\ \\\\ 2000134947 Rcpl: 450626 DS: 0.00 10/26/00 Rec: 6.00 IT: 0.00 Dpty Cl.rk JED PITTMAN PASCO COUNTY CLERK 10/26/00 1 i : 18am 1 40'891 OR BK 4469 PG HOT%CB OV coW<zH'<;EKBHT "",.,, t:to/Z-10lt County 01 PA-SCo 7U II u~nCRS lCHaO he rob)' 91vo. not100 that 1,'",'provornont \J111 bo m,dCl to C J r l.:l L n r'.:ll prQPHt)', .nd 1.n accord.no. ....lth Chapter 7lJ, rlodd. StHvteo. the Collo....~nl) lntocrat1on 1. providld in thi, Hotic::e ot COlMIonc::nl"cllt.: .. ? If",..." -2-1- 0010- 01'300 -oS-oo five, Of yo o propor 't .n e I Ccnl(ll O~J<:rlptlon o( IlllprOVllllnt jll-Vlll1 }.Ji./trt Pf}C KItc,C O\ln.or lntorn,a.tionl Hlmo -:Jf'\M.t? fi1cC/H2-rHLf (.d<.J rt u3~ 5'; { /.-.Atv(l( 5 /JYC C 1, ty 2-?/'f/'i /Z. ffttA- 7 Int.Hut 1n pr.upertYI H.lftO ot roo Simple 'I'itloholderl (It ot.hor th,n o\Jnor) 5tH' Fl-, '335t.f( ) . . .' cil'.y. St"tO ^ddees, ~ . Contr.ctor: HJme e f f/ LOj../'~7/lUC--ri()I"/ of t/~"pT/l.4-l.- t=-l ^udr,,,4D2t) (i1Dfl1'J~ l?~~j;" w..city ?EIIIYfl/-lJlA"7 State Surety: HJIRI (:L. 635Lf3R ,.~";... ,. Addeo.. city St.t~ M,ovnt ot Bondi $ 6. L",ndlr: Ham. 7 . Mueou ,City PH.on. ....lthin the State o! Florida nol Leu or other docum.nt' ma)' bo 71). III 1)(.)(7), rlori~a Statu~e'l !:t,)tc de.lqoa ted by Owne c II pon ,"~.C:1\ ,.rvcd .. provided uy SeC~lon H ($nO e. In "dditl.o.n to him..lt, O....nH d"o,19n6t.. Midr'" city St,:)\." of to rocelvo , COl'Y of ~"e l..i.nor" HotLc::o 41 proV1.dod 1.0 Soot1.oo 71),1)(1)(bJ, florido Stol,,:CI. 'J . r. . p. r ^ I. . 'J n d (\ \.. 0 ( H Clio 1 c I 0 ceo ",m 0 no e men \,0 . ( \. h 0 0 l\ P L rot L Ci n d.:l l U L' I y. 0 , lc?tn thl u.:lto ~, rucordlnq unlo" a di!ter.nt date ia apecl/led. I S....orn lO and sub,er 'PP" Jd;Qp tIC- loB ,~ 5 i <') n" t v reO C Ow nor : MOlJry r\lbl~c: rl:nLl< ;J, ~td) 1'\.1 .C 0 (n.n I a I ion E "'p Leo · I STATe or rLOFlIOA COUNTY OF PP,9CO _ THIS IS TO CERfifY THAT THE FOREGOING IS A .' . AAsbeI 1 RUE AND CORRECT copy o~ THE DDCUMENT ON FILE .;'~, Bruce OR OF PUl,~IC RECUk'.IJ'ii'.J'"H.iS OF~~~ESS MY *1iil*MyCommiSSlonCC74~UJD AND OFF:Clfll, S':AL Tt:I.. DAY OF ,~; explresJune 22. 2002 ~___. rn2 JEO~AN~~"COURT BY ~ DEPUTY CLERK ... 1< .... ~ ~ , ~I ~ ~ ~t'~~ , \oJ ~ ~!..., ~}~-:! ~ ~~\$... \~ ~ ~ ~ .,.... "'~\) ~~r ';~, '0 "'......~ ':).. \(..) , "- :?< ~ '- c;.V\ l "'~ ...... ~ ~ .... ,~ , "::)- ~ ~ ..~ ~ .. \iJ ~V) ~~ ~~ , " ~ IxJ ~ 1< <t: Q -~ a ~ '" '5 .. ~ t-.::. "- ~ ........ ~ ~ ~ ~ ~ ~1 1- ~~ ~ oj ~ ''-o~ '"~ ~ !'(~ ~ ~ ~~ ~ r.......... ~~ ~ ~ ~I~ I'r)~S ~ ~'9 "\ ""'- ~ J \.l \ ~ ~ 1 " \i ~ ~~ ,~ ~ '\:J K l-lj "'4~ V'\ I I U ~ .,~ , ~ ~~ <:J ~ ~II\ ~ \.\ ~~~\ ~ ~ ~~ ~ \ 1 ;;,~ ~ ~ ~ <:: '" "- ~ "(V\ ~ ~~ ~ ~'I.o' ~ ..... ~~l,Jj '-Ii;:> .~~,~ lb "- ~4 ~ ~ ~,,'--\ T - ~ -.L ~'~ ~ <:t~ I ~....... ~ ~~ :;;~ ' ~ 'U ::r~ ~ ~Y) T -- ~ 1- ~~ ~ ......... ~-~~ ~~ ~ ~, ~~ \ t'ti. l-ll \0 "\ ~ 'J K u 1.Jj V\ l-- ~ ~ ~ ~ ~ ~ ~~ "\1 '-... ~ ~ ~ ~ ~~ , ~ ~J ~ ID ~'0\ ~ t .....~ ~ , ~ -~ ~ ~ ,~ t-'~~ ..... '0 ~ 10~\J~ V\ ~ , I ~ .'t ......... "- ~ ~ '^'- ~~'\.. ~~ IlJ ~~Izl ~~,~ ~ ~,,-IJ\ ~ \ ~'- Q~ ~~ ~ "'X \" \ ".~ ~ ~V) ) <., \..Jj ~ ~ ~ ~ r~;j ~ '0 ~ '- 1 ...-j, "- ~\b J .;s ~ ~ ~~ '.tJ '11\ -- It..) {'\J \1\ "- - ~ '- 0..:, \J ~() ~ lZ) j, .~ I I -----I-. '" ""\ ~ I~ ~ ~~ ~ liJ ~~ '\j ~"\ ~ '- \J ,~ \J ~ ''-J .~ <;t ~ ~ ~ 'vj ~~ ~~ ~~ ~ *~ 'K "- ~ ~~~ --1 J ~ k-- '~ ~~ ~ ~ ~~~ ~~~ ~ ~ " ~ ~~ ~~~ 1< ~ 1 ~~ ~ ~ ~ ~~ R~ ~I\i:. ~~ ~"l ~~~ ~ \~~ ~ '- '-~ ~ -:.""'" \~ ~~ ~ r-'~ --1 J ~ ~ .~ K o ~ ~~ ~ -...j "t ~ ~ IzJ ~ 'l< ~ ~ 1 ..... )-. "- I' ...... ~~~~ ~ ~~ () \}-.... ~~ , ~ \0 .~ ~ I'l)\;) ~~ \:J <;t -~ ~~ ~ ~ ,~~ f2.. ........K ~ I I" ~X~ - . I ". ~r] 4' - ~050" , } _ --,-050' \ j -r-:050" ..., "t .120...:. t;Ji SX-. 98 SX-. 23 SX-;,44 f: SX-. 35 SX-. 55 I A I 2 I IIIiiIII ~OH I 2' I I 2' I 2' x 2' 2' x 3' 2' x 3' TIlt 2' x 4' TI ( t 2' x 4' S. H. B. ,;/,; HCIGHT/SPAH 'dpof HC/GHr/SPAH p'" HC/ GHr /SPAN 'JP'#' He! uHr /SPAH ~~ HelGHT/SPAH j' - J ' - 3 16 - 8' 6' - - - ~' , - J' 14' - '" 4' - - - - (!' - I - , - - I - - - , - - I - - J - - - J - l' - - - .. - - '1/' - - - , - - - '. - - 5" 7" 8" f 120" 2' x 6' SXI i 2' x 7' S. H. 8. j 2' x 8' S. H. 8. j r-'- -:-120 -:-224 i SX-I. 97 r055 ~ - SX-2. 54 - SX-4. 44 \\ I A I ;. I L.052 L.072 <1P{,; HCIGHT/SPAN '.!pof HEIGHT/SPAH 'JP of HEIGHT/SPAH l' - J' )' - "1' - J' , - , I' - 4 ' - . - iF " - " - , , - - - , - - - . - - l' - - - - - - - .. 9' 9" i?' X 9' X . 072 X . 224 ~ j U 2' X 9' X . 072 X . 310 S. H. B. j .t. H. B. - -,-224 SX-5. ~7 I A - f-"-JIO SX-6. 77 I h r9P'#' ~072 ~O72 HCIGHT/SPAN p'#' HeI GHT /SPAH - - - - I - - I - - - - . - - , - - I, , - - I, TYPf CAL AL UHf NUM COLUMN & B~AM D~TAf LS TABL~S FOR SCRCCN ROOMS & ROOFS ONL Y [. J) ICM SPANS ~r IC INCRC!.SCD eox I/HCN CONTINUOUS OVCR DA VI D NDRRI S CNGJ HCCRI NG INTCRIOR COLurw SUPPORT DCSIGNCD TO "17 STANDARD IUILDING CQIJC ~) loLL ICM SPANS ASSUHl: LATCR!.L PURL/NS (e'xe') , 90' ,RAHCD peR CHAP T. J606 rOR JJO HPH V/~ Pg. 1 -A !.CROSS R()(Y' , [loCH POST IN SCReCNeD SI DC I/ALLS 3) VALI.Jf:S ~r JC INTCRPOI..!.TCD ,OR INTCRHCDIATC LO/GTHS OR SP!.CINGS eXPI Res AFTCR F'Ci. L ' 01 ~DG~ B~AM SPAN TABL~ ! HAX! HUH COLUHN SPAC! NG - ~Y:r~ ~Jtu1N I ROC. F' PAN SPAN (I NCL. n, D.H ) rnr;r B[AH SIZe 4' 6' B' 10' 1 ;>' 14' 16' I R' 2 x 2 ~; , 0 4 4 6'-4' S'-~' "-0' 4' -6' 4'-2' 3' -J J ' 3'-8' 3' -6' Po tl 0 x t. 7'-2' 6' - , ~;-- "-2' 4' -9' 4'-5' 4'-2' 4' -0' 2 X 3 X . 050 8' -Jr 7'-8' 6'- 0' 6' -:J' ~' -J 0' 5'-6' ~'-2' 4' -1 0' Po tl 0 ~xt, 10' - , 8'-8' 7' -9' 7' -} , 6' -7' 6'-2' 5' -} 0' 5'-6' 2 x 3 x , 050 7 -] 0 6'-}O' 6 -J' :J' -/ :>'-c' If' -J 0 If' -/' 4'-4 TI (t -~"xt. 8'-8' 7'-8' 6'-}O' 6'-3' 5'-}O' 5'-6' 5'-2' '" -10' 2 x If X 044 ] 3' - } J ' -8' J U -:>' ';I. -0 tj -J U' tj. -:J' /' -Y' 1 -4 X 120 s. H. B 14' - , 12'-}0' ll' -6' ] 0' -6' 9' -9' 9'-2' 8'-8' 8'-2' 2 X "X 0 50 9' -} , 8' -7' 7' -8' 7'-0' 6 -6 6' -c' ,. -9' 5' -6 TI I t ~ x t. 10' - 0' 9' -7' B'-8' 7' -} 0' 7'-3' 6'-10' 6'-5' 6' -} , 2 x 6 x 055 1 9' -0' J 6' -7' 14 -} 0' J:)' -7' 12' -1' 1 J ' -9' J1 -J } 0 -6 x 1;>0 S H, B. ;>0' -1 0' 1 8' -;>' 16' -3' 14'-JJ' J 3' - 9' le'-JO' 12' -2' II ' - 7' 2 x 7 x . 062 18'-10' J 6' -J 0 15' -5' 14 -4 13' -y 12' -8' } -0 x . ) 20 S. H, B. PO'-8' ) 8' -6' 16'-11' 15' -8' 1 4' -8' 1 3' - J J ' I ' -2' 2 X 1 X . 062 c1 ' -e' J 9 -If' J 1 -J 0 I 6' - 9' J :> -J 0' I ' -a' S H B II/I NSCR T 23'-3' 21 ' -3' ) 9' -8' )8'-4' }7'-4' 1 ' -6 ; Xp~/\ ~7~ CU -:> J 8' -11 ) l' -8' ) 6' -8' I -[ 0 22'-5' 20'-9' J 9' -5' 18' -4' ] l' -5' 2 X 9 x . 072 cc' -6 20'-9' 1 9' -6' ) ti -6 [7 '-6 x <'PIf s. H. B. i?4'-]0' 23'-0' 21'-7' 20' -5' 1 ':r -If' I ,. -1 f-.!.' O/H (T 'r'P ) Ii ~ ~ ! g ~ SPAN -1 f-.!. 'O/H (TYP. ) 1/1f'/rr, HIN. ) Ii ~ ~ ~ ~ ! g ~ ~ ~ SPAN SPAN 1/1f'/rr, (HIN,) 12' AL. Roor PANS E:DGE: BcAM PLAN CE:NTE:R BE:AM PLAN C~NT~R B~AM SPAN TABL~ HAXIHUH COLUMN SPACING - SIHPLC SPAN CONTI NUOUS NOT[, ~",,-ucs HAT iC INTCRPOLATCD TOR INTCRi'lCDIATe LC/oIGrHS DR SPACINGS DAV]D NORRIS [NGIN[[RING DCSIGNeD TO '97 STt4NJ),4RD BUILDiNG CON PCR CfWr. J 606 rOR J 10 HPH VI NI) Pg, 1 - B eXPJRCS ArTCR rCB. I. 'OJ fJ I fI I INTERLOCKING ROOF PANS R..9!Y' P.A.N (.A.LLOY JOOJ H-16) Ao'.A..( Sf'.4H $x Ao'.A..( Sf'.4H 41 (DUll. 't' V.A.RIES~ r I .OJ2 .608 /5'- 6" /8'-6' - .. \ .. .., .. il,;" '; r< _,,,?~"v ~ ".... ~F'i~ '" ~ /2" 't' - .OJ2~ r I IJ'-O' . o.J2 . J46 11 '- O' 12' 10 Tf.. P.A.NS JJ.A. Y OVfRH.A.NC 1/5 Of' SlJJPLE SP.A.N, (UP TO J' JJ.A.x.) SP.A.NS ".A. Y BE INCRE.A.SED 2' FOR E.A.CH 12' Of' OVfRH.A.NG. CONSULT.A.N ENGINEER FOR CRE.A. TfR o VfRH.A.NC. ALUHI HUH Roar PANS - J e- X e. $' X SJ O$-H38J PANeL AS HANUf'IICTURClJ ay ROYAL ALI.JHJ MJIot. J NC.. LCCSJl.lRG, FLORI DA /II HJ) SPAN 11/ . / H opeN 14' -0' 14' -4' IUJ LDJ ~ .014' 13' -0' 13' -4' Ie' -0' Ie' -4' PARTI AL J I' -8' 12' -0' Ie' -4' eNCLoseD . 014' 10' -,' JJ '-0' J!' -4' IUJ LDI ~ J 0' -0' 10' -4' 10' -,' eNCLoseD J " -4' 13' -,' 14' -0' IW. LDI N(j .014' J I' -0' Ie' -4' 12' -8' J J ' -4' I J' -8' 12' -0' SEClJRC ALUIJ. PANS w/ (J) ~o S.J.i.S./1'AN w/ ~~..U (~. . CA. END) oPt: :., .. J' S TRUC ruRAL AL UJJ. ftOOF" S rs TnI .' r s.JJ. lIC.4JJ (seE CH.A.RTS) (2) 1/4' OiA.1t J 1/2' ST. THRU IIa. TS ROOF A TTACHMENT NOTES . .~:. J 1/1' X 1 1/2' X 1/1' C BASE W/ (2) 1/4' OiA. TAPCOHS OIl EOI.JIV./F'OST Irj (2) 1/4' OiA. It J 1/2' sn. THRU 90LTS - T'Cl" OIl Sloe JJOI.JN T .A.LL 0 It!"O- ALW. BASE INSERT Wj (2) 1/4' Olio.. x 2 1/4' TAPCONS (2' JJIN.-flt/BCD. TYP.) SEClJRC ALVJJ. m. W/ (2) 1/4' OI.A.. THRU '<X.TS . I ~ . I .. ~ . ~ FA.STFNER ro BE DETERMINED 8!.SED ON CONS TRue nON OF HOST STRUCTURE //0 S.M.S. X / 1/2' 0 8" O. C. IN TO IK)(XI JJIi (2) /70 0 76" O.c. INTO W.A.LL STUDS J:JI1 (2) f70 X 2' 024" O.C. THRU J/4 (MIN.) F.A.SCIA. INTO TRUSS OR RAFTER WLS J:JI1 7/4"_ TA.PCONS 0 8" O.C. ST.A.GGERm INTO CONC. W/ /70 S.M.S. THRU REC. HE.A.DER INTO P.A.N BOTTOJJ 1iIJ.JI;. / 1/4" MIN. EM8mMENT INTO CONC. 7 1/2" MIN. EMBEDMENT INTO WOOD * REPLA.CE A.LL DETERIOR.A. nNG 1+000; w/ FIo.SCI.A. SECURED TO R.A.FTER (TRUSS) TIo.ILS J).o\ VI D ~I S CNQ NCCRI NG DCSIGNCD TO '97 STANA4IlD BUILDING CODe P(R awT. I ~6 FOR JJ 0 MPH III ND SUJ1 CARPORT / OPEN PA TlO DETAIL W/ ROOF ATTACHMENT N. r.s. Pg. 1 - D ex,.1 RES iVTCIf reI. /, , 01 II( POST L~NGTHS AND SPACING FOR WALLS ~I!~-'. . L.lV'lIca I J t.,): L.1'1t'I1<( I (CDHPRCSsi YDALLD'/' 6063 T6 SUPPOR T I NG SOLI D ROOFS (J 21 SPAN+ 11 O(H) J/( L.U.~DS) (FeCT>' .. (84'1 ) /I' 110;:) ~~7;(J '6J,j'( J ~/~' NOHI HAL SCReeNeD VALLS SOLI D VALLS SCCTION (961) POST $~T x ,:'x~.H SI ze VALL '0 2424 '856 J 466 /J 88 825 606 464 HCI GHT POS T SPACI NG POST SPACING ~~T X ~XV;l 7' " -" t' -J 0' 0 4280 3277 2589 2097 J 456 J070 8J 9 f' xl' xO, 040' " 4' -0' II' - 0' ~'x x ,.o..:w' f'x3'x. O~' OR 7' ".-0' 4'-0' PAr D cxr. 3040 12329 J839 1490 J 034 760 582 f' X f' VI (/) C " 6'-0' 3'-0' ~;1 o X~xVfJ' 34" 2642 2089 J 69J /J 74 863 66J " " -0' 1'-4' IIf'U IIf'X. 060' } 0' 4'-0' 2'-0' ~: x XfJ,_fJ6fJ 6527 4997 3948 3J 9B 222J J632 J 249 SCALLOPCD f'x3'x, 070' OR 7' " -7' ;I' X;J' XO. 0 ';;J' f' 1 f' VI W C " 4' -t' TUI 9708 70433 5873 47 7 3303 24e7 J 858 9' 3'-3' IIf'a 111'1, OOQ' 10' ~' -" I J 2836 'l1le8 7765 of369 3209 2of57 7' } 0' 6'-2' " 9' of' -7' i r xJ' xO. OOQ' 9' " 3' -7' 10' DIA. 10' 7' 3' -}' ~PDSr 7' " -3' , " 7'-0' ~v jCX/ST, (;I?AN r xJ' xC. 093' 9' 5'-5' 10' of' -,' 7' )~' -0' 8' " -0' .'4 I'xJ'xC./~' 9' 7'-0' 10' 6'-0' C~AcrCD e500 PSI CONe. '4 rLL · 2 DI HeNSI ONAL LOADI Nt; - COHII NCD AXIAL (ROOF) & BeHDING (VIHD) LOADING. FOR eACH ADDI TIONAL FOOT OF Roar SPAN (OR OyeRHANG) ) J 3' RCDUCC POST .~ SPACI NG 8'1' ex OR FOR CACH FOOT OF ROOF SPAN ~ H<<24 ' (OR oveRHANG) ( J 3', I HeReASe POS r SPACI Nt; I'/' 8X. j 4 3/9' DI A. RC~ 6' La. THRU POST .' : 4 ff ~ 4 .' - "ZJ 12' DI A. . . , . " , . 'r I \jI . .. . . . , POST FOOTING DtTAI L ~-.: .. . ~ .,. . 4: . N. T, S, . . . 0- . .. NOTD TH~ ABOV~ IXSI GN IIILL . CARRY A CONTRl BUTARY " RCIAR CONT. LOAlJ OF, 50 S. F) J 8' HI N. } 100 S. F, FOR H=30'1 ANlJ 1 50 S, F. FOR H=36' THK'ND SLAB tDGt.DtTAIL N. T. S. DAYID NORRIS CNGINeeRING NSICHeD TO '97 STANDARD IVILDING CON pCR CHAP T. } 606 FOR } J 0 HPH 'II HD Pg, 1 -~ CX?I RCS AFTCR FCI. J, ' O} (OPT.) 6' STCP FASCIA V/ 'lOX I' , H' a C. OR 2' X 2' X O. 040 STIFFC~R HaTe. FOR OUTSI DC SPANS> USC 2' x3' (VCRT.) OR 6' STCP FASCIA V. HeAD RDDF PAN FOR VOOD CONNCCTION , lOX I -1/2' V. HCAD SHS. THRU ROOf' PAN , lOX HeADCR $' ON CCNTCR INTO HOST STRUCTURC. , X J' x 2' X O. 060' INGLC CLIP V/ (2) 110 X '/i' v. HeAD ;HS. CACH VA Y. TY~ SCCTION DCTAILS No T. S. 2 X ALUH. COL (}) 1/4' DJA. X 2 1/4' CONe. OR TAPCOH , 24' a C. NOTC, AT CORNeRS USC (}) 1/4' DIA. X 2 J/4' CA D/~ , 4' (14A)(.) rROH CORNeR. ~I X 2 Al..UH. IASC PLA Te I' X I' X 1/16' X 2' '/Al..UH. CLIP V/ (2) '10. X I /2' TeK SCRevs IN eA. D/ ReCTI av 4 . . : .< ~ : ~. ... : . :4. ;, 4 .. ". SLOPe /11 N. 1/4' /FT. ',' . .. . .. . . ".. ~ (t) 1/4' DIA 1'TL. TfRU .IICX. T1' (TYP. ) I X Al..UH KAH , X 'ALUH. ca.. ~ T(, TtC nOli DeSI ~s III LL CARRY A cavTRllUTARY L~ rT 1:sQ S- F. - NCIII' X I' Fro. (100 S. F. - eXIST. 4' S1.iU> AL/M JASC INs-CRT 11/ (I) 1/4' DJA. X I 1/1' TAI'Ct1'4 , (I) 1/4' DJ A TfRU.IICX. TS QI I' X I' XI/I' AI../M ANGLe 11/ (I) 1/4' DIA. X I 1/4' TAl'COV CA. SIDe rT ca.(.Ho( 11/ (I) 1/4' DU.. THRU XJl.. TS a! , 1 /" X J 1/1' XI/I' ReCeYI HG CIWK1. 11/ (I) 1/4' DJA. X I J/4' TAl'CDHS' (I) 1/4'# THR/J MJL.TS Q8 ALL ty' TtC AXJYC MY K CfNoCCTCD TO IIOOD tCAJ>CR IY 1'UUTITVTING (4) ,JO S. No S. (r' HlH. CH.Kf)) FOR TAl'Covs, '.' ..',' .'. ...:~'.'. ,:: :.' .1t V2' .:"" ~; ;', i-;i: ~":..~ H N ) CXI STING 4' COHe. SLAI V/ NO CRACKS VI THIN 30' or POST QB NeV THi<' ND i' X i' HlJNO rOOTUKi V/ (J) " CONT; QB VOOD DeCK V/ DIL. I X 6 (1(/ No ) peRI MeTCR fCADCR I:JD.lE see DLTAIL "LOV VHeN HOST STRUCTURC IS HASOHARY , lOX 5/8' v. HeAD SHS THRU ROOF PAN RI SCR ON 12' CCNTCR INTO ST/ FFOIE:R AT CACH CND Of' ROOf'. I' X 2' POS T S;CIIH 4-'10 X I' ~ No S- Kit "OST INTO INTCItIOR satClI S'KINC1' J' X I' OPCN JAC1{ rr I't.ATr . '. (I) 1/4'# X 2 1/4' cavc. A. I. OR T I4PCOH , 24' a C. KICKPLATC OR CAIANA SKIN (I(/N. 0.019') A TTACfCD V/ POI' RI ycrs OR "0 X 1/2' S. H. S. , /6' C. C. CXTRUJ>CD tCAIiCR 11/ J /4" X I 1/4' T~QNS , I' a C. STAaiCKD _(J) '10 X '/1' S. No l' ~ '''' <T" "'0 ~ \ ~ '" m, '" '" "'" ~ l "os.... '" "' ~ HlN. (3) PeR "AN :( HASONARY / HCADCR A TTACHHCNT eCTAl L N. r s ~ POST CONNfCT! ONS (CARPOR T S / OPCN 1'14 T 10) .. DAYID NORRIS CNGlNeCRING DCSIGNeD TO '" STANDARD IUILDING CON: PCR CHAPT. /606 FOR 11 0 HPH VI NJ) Pg, j-F No T. S. eXPI Res ArTeR Fel. J. '01 ItOOO STUO ItOOO STVO P. r. PLA TE' GR'D P. r. PLA TE' 2. T (UIN.) WOOD CONSTRUCTION - REQ'D SOIL SEPARA TION N. T.S. 2' 0" /JIN UIN. 2~ PSI CONCRETE' 'MTH 'X'-IOXIO w.1t(/J. -. OR F'l1M:R/JESH (TYPICAL) SUORE SL~ " I I, ,': ~~~: ":B, ~ !U.T SLON / NO rooTINO ," X ,. W/ (I) " CONr. 1"/17. - J"/17. 2~ PSI CONe. W/ (1) " .'......."'.1 ...~..;~ : ');.>. 12' .~ ~ ~. -:; . f-L.j RIBBON (FOR SCRaN J./IT. - '"/IT. -' AILS ADDRESSING EROSION N. T. S. DA VI D NDRRI S ENGI NEERI NG DeSI GNCD TO . 97 STANDARD iUILDI NG CODE Pelt CfWT. J606,.OR JJO HPH WIND Pg, )- SH~~T No, EXPI RES Af'TCR ,.E6. J, . OJ REVISED 3-1 -~ I ov MASTER PLANS 110 MPH WIND REGIONS ALUMINUM PA T/OS, CARPORTS, SCREEN ROOMS, POOL ENCLOSURES & DETAILS 1 .RC ~LUJ.I. P~NS liD X I 1/2' S.I.I.S. O.c. INTO 2 X 4 PLMC: S~oPE OPTIONAL SHEARWALLS FOR: - NOTr: ONL Y SHCAR WALLS I< LO~o BCARINe WALLS RCQUIRC HURRlCA.NC STRAPPING HURRICIINe CUP r. I< B. OF CA. W..w. S NO . 24' O. C. (J.lIIX.) USE SHCMWIIU, STORM BRIICC-X P~ rrrRN IIIfm IJ.H. STRAPPING W/ (I) &J . CA. SNO (OR) USE STORJ.I BRAct 1/4" mCRJ.lOPL Y .t N~/L[o PCR IJFe., SPCC'.. 11'/ HURR. CLIPS peR ~80Vf SECURe ALUMINUII PIINS TO TOP PLA Tr Of' (NO WALL W/ /10 x , 1/2" S.II.S. 2 /2' o.c. (AND stCURE END WALL I-f'RT. SNO TO HOST STRUCTURE W/ /10 x J" . /2" D.C.) SECURE ALUII. PANS 11'/ (J) "0 S.II.S./PAN · $" oPE D.C. ('rrl>. . EA. END) .. SL ~I,,' I/~' jf'f. 8' J.I~X. oBL 2'x4' TOP PLATr (I) 2' X 4. (IF CONr.) 2'x4' 1+000 SNO WALL 24' O.C. 5/'" n 1/ 1+000 SIDING OR \1Nl1. OR ALUII. SlOING OI'["R 1/2" PL y. 11'/ Bd . "/12" O.C. EDces /INTrRIJ. I< . J" D.C. TII:8 I< ALONG IIU, HeAOCRS I< PLII TrS (FOIt SHEAR I< UPUFT) !tCPLACCS HURR. CUPS J/4' olA. CONC. A.B. OR //4"' TAPCOHS . 24' D.C. (2' J.lIN. CJ.lBCO.) 1+000 PLA Tr 'rc. DC rML ';C I-H New OR eXISnNG 4" 2500 PSI CONC. SLAB SECURE ALUIIINUJ.I PANS TO TOP Pu. rr Of' CNo WALL (AND eND WALL VfR nCAL TO HOST STRUCNR{) W/ "0 x 2' s.l.t.S . 24" D.C. - /" X 2' PURUN) /" X 2' OPCNBIICK 11'/ 1/4' OIA. CONe. II.B. 0 24' O.C. (I.IIIX) (I) A.B. . EA. POST (2' J.lIN. e"'8I:o. - 0It 1/4"' X J 1/4' TAPCOH i . ..~ ....;. .~. ,.... I. . . ,." .. '. . It . , .. ~ ,; Q:J . '. .' .', ,:..:. : '~'. ~ . ~ T'rP.) · FOR WOOD OECK (5EE NOTE BELOW) New 0It eXISnNG 4" 2500 PSI CONC. SLAB wj'l.lONO. FOO TT:R (T'rP.) /-15 CONT (T'rP.) ROOF A TTACHMENT NOTES FASTENER TO BE DETERMINED BASED ON CONSTRucnON OF HOS T S TRUC TURE 110 S.M.S. X / 1/2" 08" 0. C. IN TO WOOD f2B (2) 110 0 /0" O.C. INTO WALL STUDS f2B (2) f'O x 2" 0 24" 0. C. THRU J/4 (MIN.) FASCIA INTO TRUSS OR RAFTER TAILS f2B 1/4"' TAPCONS 0 8" O.C. STAGGERED INTO CONC. W/ I/O S.M.S. THRU REG. HEADER INTO PAN BOTTOM tiIllI..:.. / 1/4" MIN. EMBEDMENT INTO CONC. / 1/2" MIN. EMBEOMEN T IN TO WOOD * REPLACE ALL DETERIORA nNC WOOD: w/ rASCIA SECURED TO RAFTER (TRUSS) TAILS -- . "~, '" . ~, '" , . ~ , . ' ," ",;&J~_ * FOR WOOD DECK: USE I/O SCREW X J" LC. (THRU WOOD DECK INTO BEAM OR HEADER) 0 24" O.C. MAX.) USE (2) 110 X J" 0 [A. POST CLIP A TTACHMENT NOTES CAPRI CLIP: USE (2) L I" X 1- X .050" w/ (2) 110 X J/4- TEKS INTO EA. FACE f2B CAST!.E CLIP: L 1 1/2" X 2 1/8- X .050- REG. CHANNEL w/ (4) 110 X J/4" TEKS INTO BEAM OR OPEN BACX &r (2) 110 X J/4- TfKS INTO EA. 5.M.B. OF COL. THIS STRUCTURC HAS BCCN DCSJGNCO IN ACCORDANCE ~TH THE '97 STANDARD BLOG. CODE Kof TH ALL RCVlSlONS TO CHAPT. 1606 FOR /10 iJPH KofND VfLOCITY vaD AFTER 2-/-01 0,1., VlD NORRIS CNGlNCCRING 1/2 COLEMAN RD. . I+fN TfR HA 'rf:N, Fl.. 33880 (86J) 299-/048 Pg. 2-[ VARJ ~S >< ~ \D '- 61-0' ....",. , C:) I BACK UP VALL UNDO? HOBlLe HOHE 8X8Xf 6 CCLL BLOCK 1 ----l< I I i (MAX) 1 000000000000000000000000000 ....:-- I VJI 4J! ......., Q:: q: :::::. C:) I NOTE: FOR HEIGHT ~ 32", C.B. PIERS @ 8' O.C. (MAX.) ARE ALLOWED. FOR HEIGHT < 24", 12" WIDE FOOTER to C.B. PIERS @-10' O.C. MAX. ARE ALLOWED o V) ~ ........ Q:: q: :::::. f\D I I J, o 5/8' RUM; rROH rOOTeR INTO SLAB TI-1RU C[u. BL OCK S "XI 6' SPlI T BRICK ~ALL 61-0' 61-0' 61-0' VARJ ~S 6X6 If 0/1 0 V. V. H. OR FI BeRHESH "XI6' BRICK SOLID SPlI TrAce '<ORTAR B[T~[(:N Bf>.' eK AND BLOCK APOR BARRI eR CLEtW COHPAcreD FILL SOIL TO 9~X STANDARD DeNSI Tr. PlLRS (I) ,~ REBAR peR COL u-tN , 6' a C. MAX. IN CONCReTe FILL BLK. THIS STRUCTURe HAS BCCN oeSICNCO IN .A.CCORD.A.NCe f\o1TH THe '97 STANDARD 8l)C cooe I+f TH .4LL RC\I1SIONS TO CH.A.PT. 1606 FOR 110 MPI-1 WINO \!f:(Oc/,'Y VOID AFTfR 2-1-01 8'X8'X16' ceLL BL OCK 6. HAX. '-1[/ GHr ,- ..,.... Slo.l[ D C~ADC (J) I~ REBAR CONT. "C"[ rOf> "'[ICHTS ) 55', use SOLID : 5 BACKUP ~A(L (NO PICRS) TYPJ CAL S~CTJ ON N. T. S. 004 \10 NORRIS ENGIN[[RING 1/2 COLEMAN RD. 't'r1N TfR HA VfH. FL. JJ880 (86J) 299- 1048 I I I P9 2- C DA VID NORRIS ENGINEERING ENGINEERS · LAND SURVEYORS . PLANNERS PERMITTING . DRAFTING 112 COLEMAN ROAD WINTER HA VEN, FLORIDA 33880 (863)299-1048 'Ie T[ S TRUC TURES DETAILED IN THESE PLANS WERE DESIGNED WI TP TH[ 7997 S TO. BLDG. CODE w /ALL REVISIONS TO CHAP. 7606 (OL.+20 PSI / L.L.(6 - 1/80 MAX.) 100 MPH WIND VELOCITY PCc II SE LE It-U~ We "{11 HE{c/ ~-'UP/~EEt€/~7 ~ T "' ~ -j -+- 0-. " ~ ~ ~ ~ " - - - - - - - ~ ~ '-! ~ 't 1~ 2 oJ c:t -i 'V l J '- 1< 1< "- Ct--- ~ ~ <:J -..;.. ~I \..u :J -~ ~ ~ ~ I\l K <J ........... ~ , ~ ~ ~ ~ ~ ~ + -.J.-..J ~ ''-a~ ~ ~ ~........ 0-- <t I~ ~ \\"l ~ S PLEA SE [E/t-UC- e.u(~(1-I Tr;-{c( C~P/~EE~/:UJ ~ T \, ~ -1 -+- ~ , ~ ~ ~ ~ ., - - - - - ~ ~ '-l ~ 't 1~ ~ ~ -i ..v L j .... 1< 1< , c;,..... ~ ~ .Q. ~I I-<J ~ -~ ~ ~ ~ r\,J K u"', ~ " ~ <?<~ ~ ;s ~ + ~ v ~ "'D ~ ~ ~ t.......... ('-. ~ I ~ ~ ~~s pCeA SE [E/rU~ w("rH rrE{c( c;uP/~EEt€I';uJ .... t< ~ ~ " ~ T \, ~ -j .-+- 0.... \, ~ % ~ ~ "' - - - - - - - ~ ~ "" ~ 't 1~ J :{ --i ~ L j 1< ..... 0--.. ~ ~I ~ ~ -~ ~ ~ ~ 1\\ K 0........... ~ "-.. ~ ~ ~ ~ ~ ~ .+ --<.., oJ ~ ''0 ~ ~ ~ r......... (\. ~ / ~ ~fY)~B