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HomeMy WebLinkAbout04-2628 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 2628 Permit Number: 2628 Issued: 1/08/2004 I Permit Type: GENERAL BUILDING PERMIT , Class of Work: SCREEN ENCLOSURE ' Proposed Use: SINGLE FAMILY RESIDENTIAL I Sq. Feet: Est. Value: I Cost: 2,490.00 Total Fees: 73.501 Amount Paid: 73.50 Date Paid: 1/08/2004 Address: 6827 OAKCREST WAY ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: OAKCREST Parcel Number: 02-26-21-0250-00000-0080 Name: HAWLEY ALUMINUM I Addr: 32552 GREENWOOD LOOP ZEPHYRHILLS, FL 33544 Phone: (352)588-2775 Lic: RX 0034241 Work Desc: 50 X 12 SCREENED PATIO HARVEY RUTH 6827 OAK CREST WAY ZEPHYRHILLS, FL. 33542 Phone: 1 PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER I FINAL MECHANICAL FRAME MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING MISC. , MISC. MISC. DRIVEWAY __. I MISC. . MISC. ----.l~RE DEPT. FINAL REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade: I (a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when I ;.nspection called (d) Work not ready for inspection when called (e) Permit not posted on job site (f) Plans not at job site (9) Work not accessible The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warningto owner: Your faIlure to recora--a notice of comn"-encement may res-ult in your paying twice for ---- I improvements to your property. If you intend to obtain financing, consult with your lender or an attorney _J>>efol"e r~~.....c!ing your notice of commencement." .______~__.~____ ..~CO:T~IGNATL.iRE NOOCCUPANC!BEFOREC..O. ~;MITOFFI .-- CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY en" ZHJPUYRHll.I1S .PEllMrr APPI.ICA'l'J:ON Bun.ll:ml~ IJlllPAR'l'MI!lU'r 53"35 sth 8TRllll!l'l' ZlIlPIIYRHII,I,S, Fl. 33540 PhoneIS13-180-0020 Fax18]]-780-0021 IJA'rm RBOBlvmn -_-._.__"._.h ___ .__ PLANS RRVIBW Film , OWHHJR'S dAr1Bl tec-~tf...~ieJ/~I.b.._~~.L~.__t!!.4~. .JOB SI'l'EJ J\DDREJ8S .6rP.=l2_~. Od~~~__ft:I~n.__ PIIONE C'()H'['AC~'~'.!'Y~_?~-...._.._. l,ElCmL DIJISCRJ P'l'JOl! I LOT (S) ? BLOCK SUBDIVISIon ~~~L_____.~_.__._ PARCEL 11) 1'3).. - :;J.6. ~~.""O~J-V-~~>c.~__.2~CJ~) _n___~~~~'Rl)~_PR(JP~RTY ~[~~~. N()'~~~)_ WORK PRUPSEID, ONBJW COHS'I'RUC'I'IOl-l 121 ADDITION []AUI'ERATION [] REPAIR I] IN8TAT,I, [J SIem LJ WJV E: [J LJElI1IOJ..I811 PROPOSH:D (JSE:: [Jsm., F'1\I'lJH,Y DWEL1,HH3 lJfvlUL'1'I - F'AHH,Y IJ # OF' UIUTe LI W)B:r [,Rl I1UflE1 [) (~UI'1MERC 1Al I r] nmtJSTRIAr, lJ SlnliJMIN(~ POOl, \(J OTHER c] RElS'l'AURANT & HEALTH DBlPJ\R'l'f.1ElN'I' APPROVAl, DHlSCIUP'I'lUN OF' NllHK .d..~___Q.J'IL ---.~~_&_~.____~~~~ -~~'---~'?_---.-._--__.__.._n._____ BlJILDING S J ZHl --"'-'-~--'-,--- ~-'-----_.__._--- SQUARE FOO'l'lvm ;00 III!JWII'l' RHlS TURN'l'IAL: COM~1ElRC IlU I : A'l"l'ACII (2) PLOT P1,A11S & (:2) SETS OF BIJlI,lnNt~ PJ,At-l8 &. (J) SElT ENElRGY FORt.18. A'l"I'ACII (3) BElTS OF BUlf,IJ1.IW PI,AHS & (1) BET EJllE1RGY FORrIlS. PRUPllJR'l'Y SURVEY REQUIRED FOR AI,L NI!JW CONSTRUCTION. PERMI'rS REnUES'rED - .-__w.____ [J BI1JLlnlTG $ p-r90'- VAI,UATIOU OF TOTAL COtlS'l'RUCTION -------._-------~ [I ElI.IEC'I'R I CAI, .._..._~~...._~--,------- At-1P SERVICE Ll F'I,emWA POItEJR (] W.R.E.C~. '-I PI,tJliJBHH~ U 1~/\S LlIWOF ING ,.P-f S P Eln A 1.'1' '{ lJ UTHER th 1-) 11~ ; ~g,d I.J HIliL'HAIHCJ\ r. $....------.--------.--. VAL,UATIOU OF' lVJECI/ANCIAI. IHSTJ\I,I,AT lUll 'l'YPBJ OF' COlIS'l'RUC'I'lON I L1 8IJOCK [J FRAJvlEl LJ 8TEEl, L'Y OTI/ER FlLH8I1EJ/l F'I,oOR EI,BlVATIONS -------~--._-~ IS PRCMElCT IN FLOOf) ZONE: AREAl] YElS [I NO BUII,DBR Q / 8H3lH\.TUR. . .-/. -_.._~-----.__.- '*************"****""*""***'**'*""*1***"**'*'*"""*"'" -~---/(~---_. -----..--. STATE CERT OR REGIST II b..~2f!~y.!____._..____n__._._ CITY PROCESSING tl //rr- -~~Cl....E-__._________~______..__.__~.___._ .~, I!lLRC'l'RICnn COMPI\N Y --.-----._.._._u____._.___.._ _________. STATE CERT OR REGIS'I' iI SWNJ\'l'lJREl -------_.________________..________ CITY PROCE:SSIN(l # ----.--.---....----.-. -~-_.__..._. --- -. *"*""*"*""""'*""""*"'*"""*""""'*"""'*"'*'* -------..--.-~._--._---_._--_._~-_...__.__ _h_. ... PI,UMBI1lR ---.--------.------------.-----.-----.-..- CotiJP ANY --.---_____._____ ____...._._._.__.___.___ STAT@ CERT OR RElIHS'I' 11 CITY PROCElSSINn II SlGHATlJREl MBlCHANICAI. ""'*"""""'*""""""""""""*'*""'*'*'"'***""" .. '-~---__4'._~_______________..__ -~--~_..------~_._-_.__.._----~..._--_.__. 1..~0/I1P liN '1_______.___.__._____._._____._._. ._________ STATE: CERT OR RElr~ r. ST iI (TJ'Y PRU('ElS8INr~ II ..------.-.--..---..-..-----.~--. .--.. ',,_ __+ .___n. 8 1.GH1~'I'()REI ""'*"""*""*'*"'*""""'**'***"'*'*"**"'"""""'" ~___u__._._..___~..___ _..___..__._~ __._ _ _ _...____. .'_ O'!'HBlR -----.----.- CO/'-lPANY STATE ("ER'!' OR REGT 81' ..1f-.-.---.----------. -.----.. (~I 'l'Y PROCESS ING 11 ------.-.-.------.-.-.. ...._____._ ._ -.------------.----.- SIGNA'l'URE ""*******'*""*'**'*'**.,**'*'*'*'*'*"'~'*"'*"*'""""'*' -~._- ~-------~ ~--"- ---.-. - - ~.- --- _.--. --. ---. -. -- .. 1\. NO'J'ICE Ol!' DIilE:lJ HEB'l'fUC'I'IONS 'J'be \1ndet:s.lgned Illldet:stallds that: tl1:s p:Hmlc Ili,~y be s'lb.leut 1:0 "deed resl:rjnt;lolls" Hhlch way be lIIore resl:1.1ct:Jve than City u,g111aliolls. 1 Ill, uildEHsiqlled aSSlIInes respOllslb.llJI:y for compliance III th allY applicable deed reI311JeU.oll,s. B. IJlB'] CHa'l S Elll CON'l'HAC'I'OHS AND COl'/'1'Hl\.1 :'l'lifl. RElS POll 9 T B If ,1'1'1 H:.9 lf the Dlmer: has hIred a contr:actol: e)j ,.ontract:olS to 11Ilclertake Hork, l:hey may he t:eqll:l red I 1.0 be licensed JlI Eluuordance v1Jth state and loci> l reglllatJons. If the cont:.l:auto.t: Js lIot: JJcensed as reqll.l.1:ed by la~J, both l:he Ol.mer and contltlcLol may be (l'll:ed for a m1 lidenneannr IIJulal:ioll Hilder state lall. If the o\>lnO::i: or .intended cOllt1:acl:or are Illwertaln as to Ilha\" I luensl llY rerlldrelnent:s may apply fot tlH~ lnteflclt,d IWJ:k, tlley are advl sed to contact the I: Il:y 0 f Zepilydd lIs Bui ldlng Department: I fl13-'/fl fj'6611. F.'1I1LIlEltll\ore, if the OHllet: lias hJJ:ecl a contractor 01 contr:actors, Ite 1s advJsecl to have the (JOlItraclor(s) sign porttons of the "Contractor ~lectiollS" of thJs appl.ication for IJlllch they ViLli be responstble, If you, as the OHnet slYI1S as the contl.actor, you are indioating that YOII, rather than the cOlll:ra.ctor., ar:e responsible for the Henle. If Ule conlt:acl.:o! \.1.1 shes ynll Lo s.l911 as cOlltr:actot: that may be all 1ndication L1lat he 1s not p.r;operly ,licensed and is nol: entitled to perlllittlng pl:ivileges ill the City of :?ephyddlls. c. 'l'R1I1-ISPoH'I']\.'J'[OI,j H1PAC'l' IfffiEiS AI/D lJ'l'ILITY CONl1EC'I'ION WE;ES D. COHB'I'RlIC'I'llTCll'l I,[EN LAW (CIIAP'l'H:R '713, FI,ORIDA S'l'A'I'U'I'ES, AS At1ENIlH:D) I cer:t:1 fy that I, the appUcant, have been Vroll1ded Ht th a copy of "Ii'Jor.1da's Constl'llCt.1on I j en La\1 -. lIomeo\'lller's Protectic)!) Guide" prepared by the E'lorida Depart:ment: of Agd.cllll".l1re and Consumer AJ'EaJrs. If the applicant: is someone other: that the "OI-met", I cf.lt:1fy that I haVE: obtaJned a copy of the above desor1bed document: and promise Jll good falth to deliver .it. to the "oHner" prlor to commencement. E:. COH'I'Hl\C'I'OH' S/OWHRiH' S AFE'IDA\!l'l' j nel:tJfy Ula1: all the lnfounaUoll .in thl.s aP1>11<:a\:J01l 18 accurate and thai., all \lorlc 11111 be done ln compl.1allce Il1th aU. <lpplJoable lat-IS regulating construction, zonlng, and land development:. Appl.l.oaU on ls hereby made to obtaIn a permlt to do wcn'k alld Jlls\:a11at1011 as 1Ild:loated. I ced:j fV I:hat: 110 Ilork or lnstallat.ion has oommenced prJol: to 1s511allce of a pennil: awi thaI: al 1 ~Iorl{ I'll 11 be pel:rorJned to JIIeet standards of all la\1S regulat.ing UOllstrllctlon, r:1 ty codes, zonJng 1:eg\11al:10Ils, and land development reglllatJons.in the J\lLtsdtctJon. I a.1so ceIl:! fy L1lat r IIndetsl:and that the regulatJons of other 9oveulIllenl:al agenn.les l!Iav apply to the Jnl:ended V/lnk, and that Jt :La my I'eaponsibility to Jderll:Jfy l'lhat aut.i ons I must take 1:0 be in cOHlpJ 1.811Oe, SlIch agencles :Lrwlllde bllt are not Limited to: *neparl:ment: of H:nvironlllsntal HegulClI:lou.-CYP1:ess Bayheads, Wetland A.l:eaf.l and n:nvJronmentally SensJUve l.and.s, Hal:er/Wa6l:el-lal:er 'j'reaLllIent ASollthYlesl: F.'lor:1.da ~Yater Hanagelllellt LJJstd ct--Wells, Cypress Bayheads, Wet.l.alldl\reas, AJ terlllg Wal:ercOllJ:ses 'lH:lIlY Corps of mug! uesl:s-Bea\'/al18, Docks, NavJgable Waterl</ays AIJElparLlllElIlL of Ileal th << RehabL1j taUve Services, E;nvlrOlllnelll:al Health uutt'-Wells, ~vastewater 'l'J:eatment, BeptJc 'l'an](s *U. S. H:nvl LonrnentaJ Protection Agency-Asbestos abatement: T .daD ceLl:! fy that, Jf flll materIal Is to be used In E'lood Zone "A" or' "A,etc,//, :LL .is lllHlersl:ood that a drai.nage plan addresslng a "colllpensatJng volume" H1.11 be suhmj tt;ed './h.1eh j S prepa ted by a jJ1:ofessional englneer. registered in the State of E'lorida prlor to pennl\: tssllallCe. 1\. pel:nd t .1 Bl':llled aha il he (~onat.tued to lJe a license h) proceed Hi th the work and not as aul:horl ty to vlolaLe, oancel, alter, or set aside any provisions of the Leol1ll1cal cocles, nor shall ! SSlIance of a perrnU: prevent: the B\lJlcUng OffJc1al from t:hers<lfte,t 1:e'1u1dll9 a con:euLJoll of BlTors in plans, constl"l1dt1on, Dr violations of any oode. Every rJElrrnit issued shall belDome invalJd unless the work authorized by such permi t. 1.6 11011ll11611oed Iii Ud II sill months of issuanoe, or if \'1017k a\lthor.1zect by Lhe pe.t:mJt is s\lspended or abandoned for a pedod of s.1x lIIonths after the I:lme the llOr), is commenced. One 90 day eJc\:ells1ol1 of Lime may be allo\./ed for the permit Idth fe~ chal:ge of $1.5.00. 'l'he eJ{tsnsioll shaLl be 1.eqllElsted in Hrit:ing to the Buildlng Official. An appr.oved 1nspecl:.1011 must be logged dllrJng eauh EL.la month period, or the project \o1ill be considered abandoned. Wl\RIHllG '1'0 OVlNElHI YOUR ll'AU.UlIE '1'0 RHlCORD A NOTICE OF COMHIr.NC1!1MIW'1' MAY nmSIJJr'l' 11/ YOIJR PA YHIr, TWICE I!UR IMI?RO\!EHEN'I'S '1'0 YOUR PROPgR'I'Y. IE' YOU IH'I'H',ND 'J'() OA'l'AItI If'IIlAlle] J.113, COilS!)},'!' WITH YOIIR I,fla/IJE:H on AN A'l"I'()RIIF~Y BI!:H'ORE~ RECOHDIIIG YOUR NO'I'rcm OF COMME:NCHlNEII'I'. ,TOBS IIHIlER $2,500 HI VALliE: no 1'10'1' HE:E:!) '1'0 RECOil!) AND POS'I' A "NO'I'JCI!~ OF COHMElNCmt'lE:tl'l'''. \_,()U ,/) .,'. '~I.'.L (;),'.r S (}.r.; IJti'n"""TITI .. <.1, '",,', J. ~ l\FE"J:JJAVlfJ' ...--.... -- -----.- -~ .-. .... .- .....- -~_. --- -.-.---...? -.- -, --_..~._-_.._~~-_._,-,.~..~---- S I. G\IJ\'l'U Ilm: UWI/ER llll AGEtI'1' -~._---_.._._....------~--._---~--~---~ -....-. '--, "_'___._. .0"- ......_._._____.._ .. S 1 (3NA'l'U HE:: CUN'l'RAC'l'On S'j'1\.'l'E: 011' H'UlHlIlA C01JII'I'Y o Ii' ______________.___________,_._. 'J'he foreyoJllg Jnst.rmoent VIas ackl\o~J1 edged Befcl1:e me this _..____._ day of____________, I.~q___ by ._.____._. ___________ _ _._.._.__ __...__.._ .______.___._________._..____._ (name of perSOll aclmowledged) [] I~ho is pe.l:sollally krlOHn to me, or A'I'1\'I'Ei OF FLORI DA COI' N 'I' Y 0 I!~ ____._ _ _._____.___.__ _,__________ _,.__.__.___._ IJ'he foregoing lnstrl\ment Has ackllOv/ledgsd BF.lfore me tlds _._____1Iay of-----.-.----____, 19 b Y ________._______________.____..._..______,________,__. ____.__ (name of person acknowledged) [1110 1s personally lmolin to me, or [I Hho lias p I:odllced___________________._____ (type of .identification} and WllO[J cHd [Id td not ta);e an o<lth. LJ v.lho bas prodl\a~cl_._______ _._____,_______ __.._. (type of JdellUflcallon) alld ~/lIo []dl d []Hd nol: take an oat:h .'Jj Ylla\:ure of persall taklng ilcknov/ledgement .-.. .... _.....~.._-..- ~-.' -----.--.-------.--- - --.-----.---...-.-.-------. ..-- ..._..._-_._---------_._._-_._-~---._, -'-'-'~---"'- ----.---.--------.-..-..---. Signature of persoll taklng acklloHledgmenl: I Hellne typed, priuLed 01: stamped . .,....... ----.. ..,.~- ,~. -. ..- .---...-..----___..__..4__.__ ..~... __ .._.._.____..______~_ -.,~-_..--_.-,.- .--...--~--_..-.- '., .~-_._~----_...----..~___.. H__ ..__.__ Hallie typed, pl.-J.Ilted or sl:amped SJTF. I'I.AN (RESIDENTIAL USE ONLY) PARCEL 1.D. 0.1- SEC ))6 TWP .J-/ - RNG DATE: /- J~CY /)2 f-Z:) SUBD o ctFJ LOT (JCUV BLOCK All drawings shall be drawn to scale or fully dimensioned for all parcels. \A ,~ f 1/'" tjJ. J 'h~ '1/ t , (0 J. i ~~ r Hov)~ I.-~ ;J,fPo ~ 1 / etm {LflP ~I 1 ~4... / j-z.--' 6~/t~ ~>~- 11-r SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS. ALSO, INDICATE ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER, TYPE), AND ROADWAYS (INCLUDING NAMES) ADJACENT TO THE PROPERTY. INDICATE THE SIZE, YEAR, AND NAME OF MOBILE; SUCH AS 12' X 60'. 1981. FLEETWOOD. ALL "EASEMENTS", "PROPERTY LINES", "RIGHT-OF-WAY", and "JURISDICTIONAL LINES" must be shown on all site plans. DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE. ... 2 C( z o C( o k HOUSE CONSTRUCTIO" rear (80') 0 ,.., !? ~ - . ~ .~ .. "ii . b g II) - II) .... - NOBILE HONE SET-UP rear (1150') 40' ,.., i .... 50' b. eo':: 28' oIC-: ~z ElIiatin. 8"." . ... .. . . ... ... -. -; 50' .~ '-i ,...) "-J " ,".) 'Y '"' "J ..~ ~ '~c4 a ,,~ '< . ?;~ ~'1J \~ I~:j ~1~ ~ , ......J . ~ 1:: a .. J }::- :J ';:) ~~~- -\ I \ c:J ~~ - j ~ \,,15 \\ i) '\ ~ ~ .J ......... ~ .' :( 3:3 ~ ::.. () (n ~ ~ ~ \) j ~ ) \ ~ ~. ~ \l ~ ~ .... -( ~ .~ " ~ I -t ~ '-0 '0 J. '-.\1 :l I V} .....- '""",~ --.ciZ:o<.ir' .~~:-~ ,~T.o(l rv o _ t;l UJ .n \I\.v l.J ,...... """ '. t.o ~ \(~ J..- jt) 1C)' "_ ~.~ ""4' .....-.. . UJ ,n ('>J to r--. ~_. _un. fj': [J[i:f 3-t-:\~~C :0('1. \1'- :. l-. -J. .~ \ ~~ ~j.~ ....,.. (() ~ .~Q r..... ld~ -. ",pt. ./ ,2 \...... ~!.1 w~ ~~ ~ lL . 0'" ~-~ ,f,~()f{I-~.r l.~;-f[j()-N~ "'1 ..~--- t,., I , ! , r , ...IJ ~ u' , I - oil N {"I 10 t(, T- N '11 I'., t._ ~. l~,') I [, '" n-J I ,fil ~Oll-l'-~fi~~-f .00'/1 ~ "J . T ~i: I r~,l I 1\ ,1 I 'I ~'A: If.' .. '. ~~ ~'" '\. II.t "'va .....- y- .n N u:.' r_ ---:m-::()ll3 -.,r l':r)~ .oO.-N- ~.;:; . . . ,) III ,n I') ((I to In hl ~I .7 , .I C) n ""J (' ) /'; c' ) CJ ........ I'. t... (J' '0 'c"" !!!Q;.s6 J :.......- ...... . .j I I (} C'} , . .UI. '1>5 4 ..n.rr.oo N ,1)1: on .~ l.dl' OZ 1- ~:i U ~Id -<{ -< (11 ct': rt:-ot: ..... C:l lol _~_. n'_ .- _..-..--- I ~ ' I I.; I . ,_ rnll-.' ~~1 (~) oll I L; U: ...-- ~jI ; . II] j [I! 1 I .1 t I I I i I j ~I" I"l In . ... 001 . ~I~' tl) U'I, 1 I ~ 1 [ I t I f~~1 .r'''/ .-..../ cto. (}1 1-' m It) - ~j. -~ ~ I .il 'O~ ~ J r L fr ___ ., ____..:.. " ... JJO r N.. '. . ,00 0 ll----- d_ .:-* -- . o o IJ) r'., ,_"_< ,.0\ Z td ~'-'I :1 hI III i . .~--. l ~ t.l .' ( ') I I. "''C I t Z I. "'( III IY' ,(",,-J Cl N ~_?!.~?~'..~._..__} , ..n. n: .()O ; N ,UOO ll------.;-.. 111 ...... 10 .,... rr) .'0 'I. J .tL'~l L_J'_~r~.o(J i /~ .OO'{) II if' lflt . .1 o o II) I'- C'i -j ..q l 'Y. . ~ ',_ U.;..il_____._~~.~gr.po_ ~L. __.. . L.. o (."l .0 ,... I C. I ,,',' I j , ~' i -+~ If) _:L~.~.!-.,-~J_!20 N f-.. 1(,' IC) ,r to 10 _ In' V,; l.] '~L r(' ()O .. ___.....___ ~.L' l. ~. . '.. . t. ----_._._._-...~_. -..---.----.,. . ~ j j I ,........ r ,. '(' . I lu ~. oJ\ I. \ \ " tJ /I'Jh <'::>~-< -~ ~ v/?-1'lIt ~ ~~ ~ "( - c\ ,..- " ~ ... ~ ~~J ~ l~ ~ ~ :t &- oet- .~ '-; ~ 4 '::: ~ ~ ,~ ~ ~ ~- ........ ~t ~ j I~ ~~~4 1. Y J ;fI.tJ/J- " ~ $ 1.-il .,.0 '" ..t.- n" '" 1.!6V ,-.. ~ J/)j ;.11 ~ t.~ i~ ~ ~ r- ~ r-- r~ +~4 ~ I~ ~ ---7l ;.-0 ~ ~ 2-'3 ~ ~ ~~ -( J ,-Vj >.'" ;- ~ A .1'13 ~ " t uJ ~ ~ ~ ,.0 ~ " ~~ ~: ~ ,,\I ;t r ~ ~ ~y.J ~ ~ t'i ~ " ~ ., )..'JJ ~ ... ).'tJ ~ "l:. J ~.1. l' ~~ ~~ t::- It II hl/ ~~ .... ~ -:::- ~ Ci ~ ~ ~ ~ '. t .~",.;. I .. '1'-'~W'1lIH~~._.lM!1~;Plt)&'lMlMil'.I/,l\l'!lII''''l&lft1ffjllellil.''J1~'''''';~'~~~''~~:"M~~~l.':!'l.', I' (4) - 41C ~.., il NEe. NA h - >. , R:' f'" 1 1/4. Xi)5c i LONG i,:lh\P\ (I #10 SU~ m ( _ BEAM AI.[) , , ..1. ~LE IN") IREO'[I ;:R T' GR(A lER T. 'oN ': W/ ; -(;" .j :I\Ir ." (4).- 10 '" \ I ' NEO..\j"SHF I C. :::,1" /..-. :.:> <1': ., 1 1/4. X ,:':<l LONG STIlI" ~ I I: #10 Sll~ Ilf'O :r ' BEAM I,N:' (2 SlAS :;I]C' I (REO'O FC!i SFI GREAlER THWJ:' 0 WI :1.", "I' (I/~R~' ~~I < (4) -. jlo I .; INTO S: in ;'::E NOTES: ~~:: @ EBC23 /70 I ;: t ':: II r~::!:><~::: E E: i !\( 1,~;\.r[i'J[:<:' )"'~:=')~~'J:3 ::. ~ . .1.. .. ().. H /: IIC lEV), q 1. ... \ I I I' ,.,II.Xj!.:! , .",",:: .. . - . . . . ';ta - ( ) : I; 11: ~ I .: :t. "~1'" ....q. "- , 3 ....'if-_ L_ .:, I C 1 \1 " ~ \ t o . A' ~ II' e ! ; ,; C ' ~l ,~ ~, ) , Ii : ~': II 1-1 .1 ) ( !/ lAl ,) ~ 4- I 1. i 0' 1)- lE ). 0 I ~ : lU~ .. i--' 0 H/.. o. r-.-/". \ t -M~I'1'~I,:" .._o__ ::; """')1 I ", ..... ,....... ... -. .-0 "'1::1 \", f 51/ 1. Nt I: ,'. J ."11' . --- ';I~Fl"~,... 'h 1'\ L: / I hi I , : ): 1 , . n' . ", : .~ ~ (.' I f ~ ) ;f<t ~ I. :: 0 ;~ . )' l c , .. I " ::[, I 'I! , ,) . - 11);''- ' .l, 1/.." " 11' ~ . \.- tL I. -. . :-, ~ ., I ..:_, 0 ~ "'~~,..~ .f 1'_"1 .- -" C'i r' ~E.~ P 'W: , '~,~.!lm!TllTirllr'!llIrHIf I' m fI II '1111' J f I \.-."I:.} )~ (~ IF 'I I ~ : [ I ) I f I',') : - j; ,0 ~ N : ' I - . ~\ V 'I" ~ 2 v ~- 1'1 F.q u/ : ( I II 1.h_S .'" J '. ~ I ~ .. ~ \ L' >1": ------1 ( . -> ~~ ----J -':"--='1T ~. ..c :;-::~ -=:~:::- ...~, " v'" " .: co. E::":SS:::S ;''''''i , , -:':~.:.: =-~<~:S i - J,SC F.9 .j'" c )-~ _ Pl -: CHMJ'\El 4) - #10 3MS cOCl BEW :CI{'J'.l'~ ~~ I .) P,~ C(I~,. /;-,\ ) 4" Svs ~ ~,' acss~:; - ~=-=l -" I I <-J ~, I '~j.f--li-ll-U - ----- t'~ F . "i~ ~ :......,. - 1 iO 'B. i'li- ""< I .1 ,,=J ~I ~ j ,/u : ....",., . '.3, L -I '11111 ......lurlJml ;.~""". ~i- =;:a ....,''''-..::;.;o:.o,~..-:;,.~_.;;.-_~;~;;:;;;.::::'- ":Z'0L1:\T'T~;,;:::::,:::;,,::--:;;';:~==~:;Z.2."~~_"_""~~~.~k{"',:~,,>~ .,,,,:(~i~,~!~~ I J~ '~, <I I "i~I~"SJt,RY, -,[ BEAM ,'1 ( 'D FRA'A':D WA~L I ALUM~NUM ROOF PANEL CONNECT~ONS I EXISTING RAFTERS OR TRUSSES FASTEN FASCIA TO EACH RAFTER THRU RECEIVING CHANNEL w/ (2) - #10 x J" SCREWS w/ MIN. 1 1/2" PENETRATION INTO RAFTER MAXIMUM SPACING 24" O.C. 1~5_ L__~ .Ifi~ RECEIVING CHANNEL #8 SMS @ EACH PANEL RISER ALUMIMUN ROOF PANEL - (SEE SPAN CHARTS) 1 3/4" EXISTING FASCIA (4) - #10 x 1" SMS w/ 3/4"0 ALUM. WASHERS PER 12" PANEL THRU BOX END INTO FASCIA. .AL TERN A TE: (4) - #10 SMS THRU BOTTOM OF RECEIVING CHANNEL INTO EACH 12" PANEL ( NO WASHERS REQUIRED EXISTING RAFTERS OR TRUSSES EXISTING FASCIA RECEIVING CHANNEL ~ / , ALUMIMUN ROOF PANEL - (SEE SPAN CHARTS) - '.,'-CElIlt4G CHANNEL MATERIAL SHALL BE ROLL OR BRAKE FORMED, OR EXTRUDED 506J-T6 - 0.OJ6 MINIMUM THICKNESS. RAFTERS .\"D/OR STUDS, WHEN NECESSARY SHALL BE PREDRILLED TO AVOIDSPlITTING. ALTERNATE FASTENERS MAY BE USED PROVIDED THEIR d,lUES ARE EQUAL TO OR GREATER THAN SPECIFIED, AND SHALL BE INSTALLED AS PER THE MANUFACTURER'S SPECIFICATIONS, ': l'?UCTURAL STABILITY OF THE EXISTING 'HOST' STRUCTURE SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONNECTION OF '-'i"OPOSED STRUCllJRE. 12" PANEL THRU INTO PANEL FASTEN RECEIVING CHANNEL TO WALL/TIE BEAM w/ (2) - 1/4" x 1 1/4" 'RAWL' DRIVE NAILS OR 1/4" x 2 1/4" MASONRY SCREW ANCHORS, OR (2) - #10 x 3" SCREWS w/ MINIMUM PENETRATION OF I 1/2" INTO WOOD STUDS ( WHEN APPLlC. ) ~ ALUMINUM STRUCTURES! MAS.TE. R. PLAN . E~ tIC. @ COPYR~GHT AL, }NC. 1994 - ~~------- - ~- -- - 71 IT I ~iIH! :a>. ~( ::!It: -..aI. . """1; ~11 ::l~I -ill -.; ,. =- ~ ='tri :',,~':.';,~.:.~.,~,;~fii,.:;"'.~:";",,'.~;,~.:\!.~":~,',,.~'.d;~."'_."_,"~._.'.:"~':";.W'~"';,}"":,'."~.",:~".':'~',,;::.:,':..__.:~,,:',_ ~'.,:'.:~.::" ~~?.;~:__":~'.::'i:,{.'-,.!~:;.'f,';,:~- ., -i'~ -"'. .No:. ..~,J:",.,.... ... ", ", ,L ' ". -. -. ....... ' '.f '..].<"'" .,-".~" _ ~ ::::....~ t~~~.,...~:), .':+^-:"'::'~,-iri::.;:~::'l::!"""":~L..:~;"liI'~__~~"-"'b. \ CA~PO~T.I SC~lE[ElN1 ~OOM W~TH PAlN1lEl ~OO~J EXTERIOR OR ROLL FORM HEADER ALUMINUM PANELS SEE SPAN TABLE z -< "- (I) o w .. Cl:: o "- "- :::> (I) z :::> mGE BEAM SE SPAN SCHEDULE O'E~ OR SCREENED OVERHANG COLUMN SPACING COLUMN SPACING COLUMN SPACING OPTIONAL GUTTER \... OVERHANG NTE 25% .OF EDGE BEAM SPAN MAX SLOPE 2.12/12 MIN SLOPE 0.25/12 EDGE BEAM SPA~ M0lN10Sl0PlE !ROOF PlAlN1 SEE EDGE BEAM CONNECTIONS N ,.... w >- Z COLUMN SEE BEAM SCHEDULE FOR SIZE . AND SPACING EDGE BEAM -- --- - -- - --- ---- - --- -- --- --- -- -- - - ---- -- ---- ----- --- - - -- -- -- - - --- ;...........];c " W PIER OR FOOTER SEE APPROPRIATE TABLE I FRlO~T V~EW I ALUMINUM STRUCTURES MASTER PLAN ENGI~ING, INC. @ COPYRIGHT AL, INC. 1994 73 . '"'I:.':; _.--~~'~1:::'-"1~:':L~:;-.~:::_~~.S.T=:;J.'-a.':;:....-:::.'==.r~"~~iJ~lE.~. lV' i ;8, ::CII. J. * I f41~ :a :a' :a~ ., .' .~ II: ..' . . a. .~ I; :,(::;H___ . ...-- ~.- _.~-- %":...... ".' . ~J~'!I...I',__ :'----~;-7.:;::-7-. '., -,.. '\~;,i:;. . ,,' "- .~ "',' "~~'~k~~~..i!;~,,~,. ,", ;:~' . --'-~''''~'"'-''. ....-..- --'- .-. ' EDGE BEAM SPAN TABLE WIND 110 MPH . DEFLECTION Ll60 SOLID ROOF. OPEN OR SCREEN WAllS BEAM ROOF SPAN USED 6' S' 10' 12' 16' 20' 24' 0' O/H 7.33 6.50 5.B3 5.33 4.67 4.17 3.B3 (D) l' O/H 6.33 5.B3 5.33 5.00 4.33 4.00 3.67 2x2 2' O/H 5.17 5.00 4.67 4.50 4.17 3.B3 3.50 PB 3' O/H 4.33 4.33 4.17 4.00 3.B3 3.50 3.33 4' O/H 3.B3 3.B3 3.67 3.67 3.50 3.33 3.17 0' O/H 10.67 9.50 B.67 7.B3 6.B3 6.17 5.67 2x3(F) l' O/H 9.33 B.50 7.B3 7.33 6.50 5.B3 5.33 OR 2' O/H 7.67 7.33 7.00 6.67 6.17 5.50 5.17 3x2 (C) 3' O/H 6.50 6.33 6.17 6.00 5.50 5.33 5.00 PB 4'O/H 5.67 5.50 5.50 5.33 5.17 4.B3 4.67 (F) 0' O/H 7.B3 7.00 6.33 5.B3 5.00 4.50 4.17 3x2 l' O/H 6.B3 6.33 5.B3 5.33 4.B3 4.33 4.00 ! PB 2'O/H 5.50 5.33 5.17 4.B3 .' 4.50 4.17 3.B3 WEAK 3' O/H 4.67 4.67 4.50 4.33. 4.17 3.B3 3.67 AXIS 4'O/H 4.17 4.17 4.00 4.00. . .3.B3 3.67 3.50 I 0' O/H 13.17 11.67 10.67 9.67 B.50 7.50 6.B3 I (H) l' O/H 11.50 10.50 9.67 9.00 B.OO 7.17 6.67 I II 2x4 2' O/H 9.33 9.00 B.67 B.17 7.50 6.B3' 6.33 PB 3' O/H B.OO 7.B3 7.50 7.33 6.B3 6.50 6.17 OR TILT 4' O/H 6.B3 6.B3 6.67 6.67 6.33 6.00 5.67 0' O/H 12.Bi 11.33 10.33 9.50 B.17 7.33 6.67 (I) l' O/H 11.17 10.17 9.33 B.67 7.67 7.00 6.33 2x4 2' O/H 9.00 B.67 B.33 B.OO 7.33 6.67 6.17 SMS 3' O/H 7.67 7.50 7.33 7.00 6.67 6.17 5.B3 4'O/H 6.67 6.67 6.50 6.33 6.00 5.67 5.50 I 0' O/H 16.33 14.B3 13.33 12.17 10.67 9.50 B.50 i (J) l' O/H i 14.50 13.33 12.17 11.33 10.00 9.00 B.17 ! 2x4 2' O/H 1'.B3 11.33 10.B3 10.33 9.33. B.50 7.B3 i 5MB 3'O/H 10.00 9.67 9.50 9.17 B.50 B.OO 7.50 , 4' O/H B.50 B.50 B.33 B.17 7.B3 7.33 7.00 I i 0' O/H 21.50 19.17 17.33 15.B3 13.67 12.17 11.00 II (K) l' O/H lB.B3 17:17 15.B3 14.67 12.B3 11.50 10.50 Ii 2x6 2' O/H 15.33 14.67 14.00 13.33 12.17 11.00 10.00 II 5MB 3'O/H 12.B3 12.50 12.17 11.B3 11.00 10".33 9.67 II II 4' O/H 11.00 11.00 10.B3 10.50 10.00 9.50 B.67 O'O/H 23.67 21.00 19.00_ 17.33. 15.00 13.33 12.00 (l) l' O/H 20.67 lB.B3 17.33 16.00 14.17 12.67 11.50 2x7 2'O/H 16.B3 16.00 15.33 14.67 13.33 12.00 11.00 5MB 3' O/H 14.00 13.67 13.33 12.a3 ,12.00 11.17 10.33 4'O/H 12.00 12.00 11.67 11.50 10.B3 10.00 9.17 0' O/H 29.33 26.33 24.00 22.00 19.33 17.33 15.67 (M) l' O/H 26.00 23.B3 22.00 20.50 lB: 17 16.50 15.00 2xS 2' O/H 21.33 20.50 19.67 lB.B3 17.17 15.67 14.00 5MB 3'O/H lB.17 17.B3 17.33 16.B3 15.B3 14.50 13.00 4' O/H 15.B3 15.67 15.50 15.00 13.B3 12.67 11.67 O'O/H 31.33 2B.00 25.50 23.50 20.33 lB.17 16.33 (N) l' O/H 27.67 25.33 23.33 21.67 19.17 .17.33 15.00 2x9 2' O/H 22.67 21.B3 20.83 20.00 lB.17 16.17 14.00 5MB 3'O/H 19.17 lB.83 lB.17 17.67 16.33 14.67 13.00 4' O/H 16.33 16.17 15.67 15.17 13.83 12.67 11.67 INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABlE SPAN VALUES ARE IN DECIMAL FEET ALUMINUM. STRUCTURES MASTER PLAN ENGIf.EERING. IN!:. @ COPYRIGHT. AL, INC. 1994 -;''''-'I--_~:l< ~"':' ", 77 iii!! i -- ---._-- , MAXIMUM COLUMN HEIGHT IN DECIMAL FEET EXAMPLE: SCREEN WALLS - SOLID ROOF SCREEN AND VINYL ROOMS WIND LOADS UP TO 100 MPH I (D) (F) (0) (H) (I) (J) (P) (0) (R) (S) SPACING 2X2 PB 2x3 PB 3x2 PB 2x4 PB 2x4 SB 2X4 5MB 3x3x.044 3x3x.093 3x3x.125 4x4x.125) 3'.0. 9.67 12.83 11.33 16.00 16.50 18.50 11.33 - 16.00 17.33 X 4'.0. 8.67 11.67 9.83 14.33 14.17 16.67 9.83 14.50 15.67 X 5'.0. 7.83 10.67 8.83 13.00 12.67 15.50 8.83 13.50 14.50 19.33 6'.0. 7.17 9.83 8.00 11.83 11.50 14.50 8.00 12.67 13.67 18.17 7'.0. 6.67 9.00 7.50 11.00, 10.67 13.67 7.50 12.00 13.00 17.33 8'.0. 6.17 8.50 7.00 10.17 10.00 12.83 7.00 11.33 12.33 16.50 9'.0. 5.83 8.00 6.50 9.67 9.33 12.00 6.50 11.00 11.83 15.83 j COLUMNS USED UNDER CONVENTIONAL ROOFS MUST BE VERIFIED AS TO THEIR COMPRESSIVE STRENGTH. . ! INTERPOLATION OK , I I , MAXIMUM COLUMN HEIGHT ! IN DECIMAL FEET i. SCREEN WALLS - SOLID ROOF f WIND LOADS UP TO 110 MPH (D) (F) (0) (H) (I) (J) (P) (0) (R) (S) SPACING 2X2 PB 2x3 PB 3x2 PB 2x4 PB 2x4 SB 2X4 5MB 3x3x.044 3x3x.093 3x3x.125 4x4x.125) 3'.0. 9.67 12.83 11.33 16.00 16.50 18.50 11.33 16.00 17.33 X 4'.0. 8.67 11.67 9.83 14:33 14.17 16.67 9.83 14.50 15.67 X 5'.0. 7.83 10.67 8.83 13.00 12.67 15.50 8.83 13.50 14.50 19.33 6'.0. 7.17 9.83 8.00 11.83 11.50 14.50 8.00 12.67 13.67 18.17 1 7'.0. 6.67 9.00 7.50 11.00 10.67 13.67 7.50 12.00 13.00 17.33 , 8'.0. 6.17 8.50 7.00 10.17 10.00 12.83 7.00 11.33 12.33 16.50 9'.0. 5.83 8.00 6.50 9.67 9.33 12.00 6.50 11.00 11.83 15.83 COLUMNS USED UNDER CONVENTIONAL ROOFS MUST BE VERIFIED AS TO THEIR COMPRESSIVE STRENGTH. , INTERPOLATION OK MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS - SOLID ROOF . WIND LOADS UP TO 120 MPH . (D) (F) (0) (H) (I) (J) (P) (0) (R) (S) . SPACING 2X2 PB 2x3 PB 3x2 PB 2x4 PB 2x4 SB 2X4 5MB 3x3x.044 3x3x.093 3x3x.125 4x4x.125) ;: 3'.0. 9.67 12.83 11.33 16.00 16.50 18.50 11.33 16.00 17.33 X . 4'.0. 8.67 11.67 9.83 14.33 14.17 16.67 9.83 14.50 15.67 X 5'.0. 7.83 10.67 8.83 13.00 12.67 15.50 8.83 13.50 14.50 19.33 6'.0. 7.17 9.83 8.00 11.83 11.50 14.50 8.00 12.67 13.67 18.17 7'.0. 6.67 9.00 7.50 11.00 10.67 13.67 7.50 12.00 13.00 17.33 8'.0. 6.17 - 8.50 7.00 10.17 10.00 12.83 7.00 11.33 12.33 16.50 9..0. 5.83 8.00 6.50 9.67 9.33 12.00 6.50 11.00 11.83 15.83 COLUMNS USED UNDER CONVENTIONAL ROOFS MUST BE VERIFIED AS TO THEIR COMPRESSIVE STRENGTH. INTERPOLATION OK .- ~ ALUMINUM STRUCTURES MASTER PLAN 82 :;& ENGII-EERING, INC. @ COPYRIGHT AL, INC. 1994 .., - T!P"'""~:!tKt ~"~~':'<;" ~:c =-.:;-] ti C. I~ 0, C Et: ~. t: I: k I:: It: I::: -= II:: ,-= r::: e:: a= -= 8li a:: .a:: 'a: a:: t! .-=: a: . I ! ..8=# "mJ; "~f~jErE,ilt0;k6~,;j!t-;~t:Z~.;J]l\ '"it1<.Ji::',.iit.tt.S,~:J:~:L'.L:_l-, i". :,' -~~"'~~~:tt-;,..,.~~_,=,~O"=""~.&~"."___"""~ ~ IRI- -=-. i:::8 .. .. =- *lI =- --.'.' ~ .. ~, ~, II '~ ~ I ~ ROOF RISER PANEL 3.?~1~ 12"x3H 3004-H16 DEFLECTION L/60 I \ 12.00n ~ PANEL WIN~~ SPAN SPAN SPAN SPAN SPAN THICKNESS VELOCI SIMPLE l' O/H 2'O/H 3'O/H 4'O/H OPEN STRUCTURE , 100 MPH 12.00 12.00 12.33 10.83 7.50 110 MPH 11.00 10.83 11.33 10.83 7.50 I 0.024 120 MPH 10.00 10.00 10.33 10.83 7.50 130 MPH 9.33 9.17 9.67 10.33 6.33 140 MPH 8.67 8.50 9.00 9.67 5.67 100 MPH 15.33 15.33 15.67 15.83 16.33 110 MPH 14.17 14.00 14.33 15.00 15.83 0.032 120 MPH 13.00 13.00 13.33 14.00 14.83 130 MPH 12.00 12.00 12.33 13.17 14.00 140 MPH 11.17 11.17 11.67 12.33 13.17 100 MPH 16.50 16.50 16.50 16.83 17.17. 110 MPH 15.67 15.67 16.00 16.50 17.17 0.036 120 MPH 14.33 14.33' 14.67 15.33 16.17 130 MPH 13.33 13.33 13.67 14.33 15.17 140 MPH 12.33 12.33 12.83 13.50 14.33 ENCLOSED STRUCTURE 100 MPH 9.67 9.50 9.83 10.33 7.50 i 110 MPH 8.67 8.67 9.00 9.50 7.50 0.024 120 MPH 8.00 8.00 8.17 8.67 X 130 MPH 7.33 7.33 7.67 8.17 X 140 MPH 6.83 6.67 7.00 7.50 X 100 MPH 12.33 12.33 12.67 13.00 13.67 110 MPH 11.33 11.33 11.50 12.00 12.67 0.032 120 MPH 10.33 10.33 10.67 11.17 11.83 130 MPH 9.67 9.50 9.83 10.50 11.17 .0 140 MPH 9.00 8.83 9.33 9.83 10.50 100 MPH 13.83 13.83 14.00 14.33 14.83 . 110 MPH 12.50 12.50 12.83 13.33 13.83 0.036 120 MPH 11.50 11.50 11.83 12.33 13.00 . 130 MPH 10.67 10.67 11.00 11.50 12.17 . ".... 140 MPH 10.00 9.83 10.33 10.83 11.50 INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABLE. , SPAN VALUES ARE IN DECIMAL FEET ,. . ~ ALUMINUM STRUCTURES MASTER PLAN . ~ ENGI~ING. INC. @ COPYRIGHT AL. INC.. ,1994 89 -,-,-. .. ',. .. " ;',,:' \., , . '"i~'f'" '.,"' ., ...,. ... . . .~.... - - - I I :tII'. ! I ~, , =-: .; .; ell; :a~ . .~ .; c.....~ . II; Sf ~