HomeMy WebLinkAbout02-1711
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N!
1711
(813) 780-0020
Date --L2- . /t.' ~tO ~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Property Owner:
Job Address;
Parcell.D. #
(}~J# 7&.f!~~k
jf~~'J /~~;~. t-~r
Water Conn:
Water Meter;
T.I.F.'s:
Zoning:
DescriDtion of Work
:;ergy Code:
14~
Radon Gas:
NO OCCUPANCY BEFORE C.O.
FINAL
- If) - () 3
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Valuation or
Contract Price
&.7po'
I
PO
Permit Fee
)..:-5ignature
Company
Address ~
YTelephone# t!? ~ ?~ r //.52-
(
IkJD
City license Registration #
State Certified license#
I) It) Z Il //,1 m N'.
,
jI.f tJ r
flL'1
Tp, Serv,
Roughtn
Meter Can
Const. P e
Pool
Pre-
Fi I
PLUMBING
SlB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl
ComQ
Fi I
BUilDING
Ftr.
Pre SlB
lintel
FRM. 1/'(- Cj~tJ 3
.
Insul. Cl
Wl
Driveway
;vC>\.; l ofl': - 1- f -(13 14-,.70 of rv. '1
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.
;X,
omlHIR'S lIAr.1El_ G~~fll:i___ l1J:-~__C!':.I?7/(!Sk_______ _ .--__.u___ PIIOtlE C()H'['AC'~'t9_7::?S::.~_~B8'
,TOH 81'1'EJ ADDREJS8-'?2;l~_.111:._i.}_fL~___tJp,.6(je_~'81u___
LHlW\L lJIJJ8l!RIP'1'10LJI L,OT(S) BlJOl!K SUBIlJVISJUlI
CITY OF' ZB1PUYRHIIIIIS PERMrr APPI.ICA'l'ION
Burr.nnltJ ))IIlPAR'l'MI!lN'f 5335 8th STRlllI!l'L' ZlllIi'UYRHII.I.S, Fl. 33940
Ii'honeI813-180-0020 FaxI813-780-0021
IJA'flll RIIOIllIVIlID ____._..____ _n ___
PI,ANS RIllVIIllW FRill .________.___
--~--_._-----.._._-- .-.---.-.--
-.------~ ..__~___.n___._.__ ._. ___.__.._.__._
PARCEll, ll> tI
.A'
NURK PROP8HID I trN"i!iW (~OHS'rRtJCTION
-----~.~-------._---.----.----------.-.-----.-----"'--.--------._0_..___-- ~
(OBTAIN FROr,] PROPEJRTY TAX NOT!C!I!:)
[] ADDITIOll
[] ALTERATWN
[J RHlPAIR
II IIlS'I'Al ,I,
[J S nm
LJ ('10 VEl
[] LlEIIIO]"ISII
PROPOSEJIl USE: [JSCH-, P'AJl1U,Y DWELLING
Clr'1ULTI - F'Ar1n,y
[J# OF UIH'I'S
LI tI!r>BTI,Hl IIUnlJl
[] (!UHMElRC 11\11
II nmUSTRIAIJ
[I SN HlI-1Ulf3 POOl I
[) (J't'IlER
)<
[=:J RESTAURAH'l' & HElAI.'l'1I DEPAR'f'r.1EJN'l' APPROVAl,
DruSCH I PTIUN OF' N()HI<. __ ~JlOJ,8___.._..______..___.___.__h _____._________ __..___h_____...______._________.__________
/0 X. :J.:;t-
---.__._---_..~ ---~--_.__.._----
SQUARE FOOTJV.m
~:;2D
c;'(;,"
II Ell I (m'l' ---'-_ _____.__ h. _
8lJIl.JJING snm
.----.'------,-.--
RHl8 I1JRlN']'lAL:
COM~lElR(! I JIl,:
ATTACII (:2) PLO'l' PI,AlIS & (:2) SElTS OF BIJlI,nINC~ PI.ANa & (J) SEIT ENEJRGY FORW.l,
A'I"I'ACII (3) SEJ'l'S OF BUlI,UJIm PLANS & (1) SElT ENERGY FORI-1S,
PRuPBlRTY SURVEY REQUIRED F'OR Al,I, NEN CONSTRUCTION.
~ [J B II J I III J 1 113
[J ElI.,ElC'I'R I eA [.1
II PI.UrIlBJlm
LJ (vlIlJCHAlnCAL
PERMI'l'.S REQUESTED
$._J~-+?__Q_~~O __ VALUATIol-I OF TOTAl, COllS'I'RIJCTION
.._,._-_.~---_._-_.~_..-
Ar1P SEHVICEl
[] F'I,ORIfJA pmmn
(] 1'1.R,El,C!.
LJ C~AS
$..-----------------. VAL,UATIOH OF' l"lECIIANCIAIJ HISTAI,I/A'1' lOll
[J ROOFING
LJ SPEC!IAI/U
[] OTHER
'I'YlJE UF ('ONS'l'RIIC'l'lON r [] BLOCK
[J FRANE)
[] STEEL
[] OTIIER
FIN Il:l!lEln FI,OCm IJJLElVATIONS
-------~._-~---..._-.
IS PRU,JIllCT IN FLOOf> zemEl AREA-I] YES
l] NO
BUlI,lJBlR
"""""""""""""""""'*""""""""""""'*"*'
COMPAtIL.8:~ -z.., -lalV(!)}(l"tyL_______._____ _____
8'l'A'I'E1 CERT OR REG IS'1' II J?~.9_~L:~_!i1Ph_'_'____'__'___'_,
CITY PROCESSING j~or:l ~.________.____._.________
!!J[,BlC'l'RICIAN
l!OI"lPI\NY___._________ .__._______________._ ______..______.
STA'l'f1) CERT OR RElCHS'!' it
8J mm'l'llRE11 ----------._______.__________.~____ CJTY PRUCE:SSTNr~ It
.---..---.____....u____.._. _<__ __~._
, , , , -/., -/. , , , , , , , , , , , , I< I< , , , * * , , , * * I< , . , , I< , , * , " , , , . , * * -/. , , , , * , I< , , * * * , * , , ,
-.-----.--..--....-..-.-- -- --_. ----.--... -.---- .',-
P IJ lJMB BlR cmllP AN Y ___.__._________ __ __.___...___._.______ __.
STATHl CER'l' OR PElCHST # __________.__._..________.
SWHA'I'lJRHl CITY PROCESSING It
--..--.-------.------------.,.---- ___h. .______.___...__._.__________.__ ...._.
""*""'*'*"****'****"***"*'*'*'*'*"*'*'***'**'*,.*,*****."
MBlCHANlC!AI,
----_._.~_._~-_._-_._.__._---_.,--_.~---_...._--_.._---.
COMPJ\NY ___________________.______
STATE ('ruRT OR RHl(~ 1ST II
CITY pHuCElssnm II
.._-~._--....._.- "~"-~.- --.----..-.-. .--. ---
STGH1\.'1'tJRBl
, * * * * I< , , , I< , , I< , , , , * , , , * * * * * , 1<. , , , * * ** * * * * * * * * * , * , * , , , , , * * * , .' .. .. , * . ..
_.~---~_.._.- --______. n___ ________.
OTHER
SIGNATUREJ
cmlPANY
STArrE1 CERT OR REGIS1'-..H-.----.-----------.--.,.-..--.....,--...~..-.
CITY PROCESS LNG # ---.--..--.-..-------..__~,__._.___u_ '.__.'n
--_.~_._----_._-~---
~. * k.. , , * .. .. * , * .. .. k "', *. .. * , .. , '" .. , .. ~ .. 'k , '" '" .. * * .. '" * 'II '" * , ;". ~ .. . '" '... .. , , .. , * .. * ~ , .. . '" .* .*
--"'-~.~--'~---~--,-~_._.__. '_._---~---.'---._. -'..
~.,u.r).p).'.'_I_".L().r{s O? PE~n1'.1I'T nfTF'IDA_Vltr
1\. 1I0'l'lCE OW DH:H:n HES'l'IUC'I'IOI'IS
'rile UlIdel:s.lgned l\lIdel:stallds that: Lh ~l ped:mJ:: iliaI' b., El1lb.leut to "deed l:f:lstl:.lotlolls" Hhlell
'lIlC1Y h,e 1I10J:e resl:1.1ctJve than City n:OUlllaLiolls. 'Ihe ulldellsluned assumes respollsib.11Jty Eor
compl tanee Id th allY applicable deEd n,,'3 t-1Jc,:ioll:3.
B. 1JI.II.ICHiNBH:ll COl'I'l'llACTOHS AND CON'I'H1\I:'I'nn RlllSPI)!lS BIJ,l'I'TF.:.s
If the 011111::1.' has hlr.ed a uontl:actcr 'n: ,:ont.:actots to lllldertake 1-I01:k, l~hey n\ay be requ:lred
to be 1.lc8nsed 111 accordance vTJth Ht:ale and locnl J:egulat.lons. If the contl:6ut:or Is Il(]t
) .Iuensecl as re'plirecl by laH, both U,e Ol-lner' and l~ontlClctoL- may be o:lted for a 1111 sdemeanor
lriulat.inll under state lOlli, If the ol-mer or intended Clolll:racl:or are 1\I\r:et.taln as to Hha!:
I j',ensj ny reljld.rE:lne!lts llIay applyfol llle intended Iwrk, they are adv.! sed to contact the
City of ZephytlLll.1s BIIJ1.dl.ng Department, fl13-'lflfl'6611.
J!'IJ1.L!ISUlJ(Jl:e, If the O\-llle1. has hi.J:ecl a contLactOJ: or cont.raot:ors, he Js adv.ised to have the
oontractor (13) s.ign port.ions of l:he "Conl:ract:or Sections" of thJs appl.ioatJon .for \1hl eh they
tiLl I be l:espolls.ible. If YOII, as the OHnet s.lgns i'lS I:he contr'act.or, you are tndJnating that
YOII, rather than the conl:1:actor, al:e responsible for the Hork. I f the cJontnwl.:ol- t-I.I shes
Yntl 1:0 s.lyn as 001lt):'acto1: that !nay be an lncl1cat1on L:hat he J8 not: p.l:operly Licensed and Is
l10t E:lItJ l:.led to penlJll:tJng privileges in the City of Zephyddlls.
c. 'I'Rl\IHIP<)H'I'A'l' [ON 1.HPACT FEE:SAllD U'l'I LITY CONIIEC'I'ION F.'EiES
D. COIIB'l'RIIC'I'lI1.l)\ol] ,1 Ell IJAW (CHAP']' EH '/13, FI.OR1 [)A S'l'A'l'IJ'I'E.'3, AI3 ABEND!!:D)
I cect::l fV that I, l:he applicant, have bean provided H.iL:h a copy of "li'lor:l.da's COllstl'\lCtJon
1 j 1::11 J.aH lIollleot-mer's Protection Guide" prepared by the E'.lorida Department of Agr:iclIl.tllre
and Consllmer 1I1'(:aJJ.'S. If the app.llcant is someone other. that. l:he "oHner", I carlfy that I
haVE! ol>taj ned a copy of the above descrlbed document: and promise in good fa.Lth to deliver
j t to t.he "0.\'1IIer" pr.tor to COlllrnencelllellt:,
}!:, COH'I'IU\C'l'OH' S!OWNF.:f\' S AFll'IDAVl'l'
I nBl:U.fy thai: aLl. Ute lnfotlnat:jon in tills applJcatJoll Is
l)e clone .l.n compJlallce 1'11th all applicable lavls r:eglll.aU.ng
development.
Appl.l.caU on ls hereby made to obtain a permit to do work and Jlista.llatJoll as 1.lIdioated, I
cerLi f\, that 110 Hode or .lnstal.latlol1 has conunenced p1:101: to l.sSlIanCB of a pennlt: and that
a]] vlOrk \'111 1 be perf.ormed to JllBet al:andarda of all lah's regulat.ing uonstnlOUOl1, C:l ty
codes, zonJng regulat10ns, and land development reglllatlons .ill the JIILl-sdJotJ on. 1. also
ceLl:I ty LllaL: I undersl:and that: the regulations of other goveUlI1I8nt:al agencdes Hlay apply \:0
Lhe Jllt:ended vlork, and L:hat it 1s my ):'esponsibil.i.ty to JdenUfy l'lhal: aut.ions I IIlllst Lake 1:0
be in compll.ance. Sitch aue!lctes Jnclude but are !lot: 11m.\. ted to: "'Department: of
F.:nvi rOlll1l8nta 1 Regula !:iOI\'-Cypl:eS.9 Bavheads, Wetland Al:eas and n:nvirolHnental.1 y SensU'.Jlfe
I.<lllds, WaLer-;Wastet~al:er 'l'.reatmellt
'Southwest: J!')otida \vatE:l: Nanagemelll: llistr.1 ct-We.Lls, cyplress Bayheads, WeLl.and l\reas,
AlterIng WatercoIll:ses
"1-II:IllY C:orpe of mllg.l IlBel:s-BeaHalls, Docks, Navigable WaterNa\'S
*IJepal.L1nenL of Heal th & RehabUJ tal:lve Senrices, H:nvJ.rolllllBIII:a1 Health lInlt'-Wel.ls,
WasteHaL:er ']'l:eatment, Sepl:!.c '1'anks
"II, S, l!:lIvJ LOlllnental Protec:t:J.on Agenoy-Asbestos abatement:
T also ce1.LI fy that( .i.f fl!.1 lIIal:erl.al :l.s to be used .In li'lood ZonB "A" or' "A,eto.", it .is
lIlHlersl:ood that a drai.llage plan addressing a "cultlpensaLtng volllme" 1-11.11 be SUbmitted \'11d.ch
109 pn;pa t'ed by a (Jrofesslona.L engln661. reg.i.stered in the State of E'.Iod.da pr!.ot \:0 pennll:
Jssllanue,
1\ perm] t .I sSlled sha 11 be construed to IJe a license to pJ:oceed Hi th the Hark and not. as
aUl:hor-j Ly to vIolate, canGel., aiter, or set asl.de any provisions of the l:e0l1ll1.ca1. IlOdf.ls,
nOl: shall i SSlIance of a perrnU: prevent the BIIJlcUng ()ff.i.oial from therstlfter requJrlng a
con:euLion of eU:OrB in plans, construction, or violations of any aode, Every petmi.t
leBlled shall beDome invalid unless the work authorized by suoh permit is r:OllIlHencer! H1Ud n
silt lIlol1ths ()f iss1l8llCe, or. if Iwrk authorized by Lhe perm!.t .1.s suspended or abandoned for a
pedod uf aJ}{ months after the \:1.me the Hork.is commenced, One 90 day ex\:ensJoll of tIme
lIIay be allolled for tlie IJennit I~.ith fee chal:ge of $15. IJO. '['he s}{tens1oll shaLl be requested
III tniting 1.0 the I3l1iJdl.ng Official. An appr.oved .1nspecU.on mils\: be logged duelng each sll[
lI10nth period, (ll. the project td.ll be considered abandoned.
WARllJllG '1'0 lWmElHI YOUR ll'AII.llHffi '1'0 RlilCORD A NOTIe!!', OF COMI'1Ir.NCffiHElU'I' H1\Y HHiSIlJ,'J' JlI YOUR
t'1\YTI'f(. TWICE 1mB H1PROVEI1EN'I'S TO YOUR PHOI?Jilfl'I'Y. IE' YOU II', '1'0 OA'l'AHI If'JNAI/CIIH3, CUlISIII,'j'
WI']'}! YOU ,H:IIIlF.:R l!H AU A'l"l'ORHF.:Y BEIi'ORIl', RECOHDlIlG YOUH I, 'Ie: I OF COMt1E:NCH:NEH'I' ,fOBS IJNPFr.R
.2,5"" ,. VA],"" ") 'I.,,:on "'n R"COHn AN/! pns'I' A "N()'~' .'7..'''':'''''''
--~ ----.--.-- --. - ------- -.. . ----------.
S I GHA'l'[J HE:: Cl IN'l'R1\C'I'On
(IR AGENT
B']'l\']'E: Uff' E'l.ClRIIlA
CU1JIl'J'Y OE' ______._____..________________.___.____.___
'l'lIe forego.ing illstrlllnelll: Vias ackllo~11 edged
Be tOLe me l:Id s '_"___._ day of _.____________, I. ~___
by ____. ...__ _... ___.. __ _ _._._.._._... __._______.___.______..____. _____
(name of persoll acknowledged)
[] \~lIo is personally kIlOHI1 to me, or
[I HllO ha 13 produced ____.____________.__._.....___
(type of identJ.fleatlolll
and WIIO[) dJd [Jclld !lot take an oath.
,.- ..~...-.._._--- --.- .--.'-----.---.---.- ~-~____'._.'__.._m____.
S1 gllature of pet'son takJ.llg acklloviledgelllsnt
. ." ---'.---.'--..'-"- --- ..- .__4._._..______~__.______. .'_0'. .,_ . ___.____".~.___,,_.
lIa1ll6 typed, pl:1 ld:ed OJ: stamped
accurate alld that: aU Hode ill]]
cOIlst.rllctlnn, zonIng, alld Iflllcl
f3'l'A'I'fi: OF ITJ,ORJ \)A
CO! J WI' Y 0 b~ -------_ _.__.__.___ _.____.._____ _._n_.____
']'he fOlegoJ.ng Il1sl:rllll\enl: \'1E1S aclOlol-lledgsd
Before lIIe t1ds _____JiEly of----.------.---._, 19
by _.____. ____._______ __________....___________..________ .___
(name of person aoknowledged)
[Jlho .is personally known to me, 01:
I] vi h 0 has prod II e i;ld _.____. ___._____ ______
(type of JdellLJfJCJiilUOII)
and vJllo []dld [IUd nol~ l:ake an oath
--'-,...-.-.--.-------.--....-.~-.-.-.--.---.-,.----___'"_ ~.._u..__.____ ...._. __...___.~
SJ.gnal:ur'e of person talc L.llY ackllollledgment I
--.----..--..--..--...--..--.--.--_.,.__ ... ___u.__~____~..._.__...~__.. ,,___~_._ ..__.___.._______.
Hame typed, printed or sl:amped
-- ~-------------------------------
PROPOSAl-
.!t'f'~f'~",'if;"" '"' h" "
A to Z Aluminum
(813) 715-7523
Zephyrhills, FL
PROPOSAL SUBMITTED TO:
NA/) ./1....' .... .. J /'/i if ,:----:--------.--
i1fra ...ct //1/1 c'ot rrJ) (~~~C_______________
A DRESS:c- I ,oj .' ,
35~~, /?7?r--:<H- .i1Ja'!j./L C::~__ /( ~':dj~'
~'/j?"-"""~ -
v ---~ '"-~~ -) .--
PHO NO i' ,;('-
/-./t!vhU' li ...,
~z:Li:i:::ll:~tLL,.,L;'_~:d_;>.L:;;i?3~jY;pifID[~:~F<~,J ',;L:~ ._~ ;:,'>
WORK TO BE 1=1:
r/ADDRESS-
I~_~~~~~-~--
I DATE OF PLAJ.b
I
,,--' J IlARCHITECT
~~; f;;,
'. 1~ !lUIJr,1i!iI:;f:lThlljf, " ,. , ,: : 0i~",
t!
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~-.,
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it
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"' C!77Z;/ ';:-P,ii;ij);t.;.c--~~=~~-~--
__-LiJJ_-='_L______._~__'t!-__ ..
, .
L) l7> lJ'}.--
~ ... J., ,; () 00 ~ L' c:5------ -'"'_. Tt-:-'j'~1T,/; 1( " .= r-;-"'c' / "I c::~~ ~~~ A' L~:';: ,
,tllsmaterial is gU2,ranteed to be as specified, and the above \Nork. to be perfOimed in ;:K:corO.'ance VJith . r:.Jr2W. i~~~;ppeCi.fi.
~i?~F'fl)'~:eE) ~ above work and completed in a substantial workmanlike manner for the sum Jt_____ _.__n__-''<-_:''___~
, ___________Dollars ($-___________~______J I
with payments to be made as follows. .
. .. . T;7~
.,~ ~".~~T".J7."
.=-~~-~~G~ -~-.c.;.7-:-}~(;;"
...,...",.~~
i~';
Respectfully submitted n
Any alteration or deviation from above specifications involving extra costs
will be executed only upon written order. and will become an extra charge
over and above the estimate. All agreements contingent upon strikes, ac-
cidents, or delays beyond our control.
~/
,.
/.;z.,::;;::Jf(,f(/;'::-;/c1"._::' / .'
Per
Note - This proposal may be withdrawn
by us if not accepted within_ days.
ACCEPTANCE OF PROPOSAL '\
The above prices. specifications and conditions are s,l3.tisfactory and are hereby ~cepted. You are authorized to do the work i
as specified. Payments will be made as outlined above. _.i/ .......- .~4A~" ./" \
... .' ,I.. /. .,[F ~ ""';:-p;l- /'.. ~ '>/2 .... l'
-... / v-4t1~/~ ;..' '(/ ~ -"
Signature
I
-;;)
Date
Signature
~--
--
r,Adams NC 3818-50
MADE IN USA
Proposal
A to 2- ,4Lu~l\..
352-5 f\t....J\4r MMN~
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l
(~-,/12~f)2
~
~c~~ ~"L \J- ~\-kLJ
SQ. FT.
PRICE
Main
Other Area
Under Roof
Valuation:
en ,/ c::f:;;. ~~ ~
Building:
97. 5' 0
;/0-
,J/~
Electric:
Plumbing:
Mechanical: AJ I trr
Radon: )Jl r
School Irnpact f
Fees: fJ 1ft
----c;; Tt'K...- i 17. <; ""
Connection A \ I
f"J {;"r
Fees:
Trans. Impact 0 ~
Fees: fJ
Gerald &- Faye McCormick
211Andrea Kaye Ct.
Haul Green AL 35750
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Gerald 6' Faye McCormick
211 Andrea Kaye Ct.
Haul Green AL 35750
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/t!7 :. ~ "-1 -~-- -v--
I i
i~
fr' J '-Y
i (
i
I
i
I
I
I
I
i
-~
J.J
,st;
" (I. j4
4-- ,..6
!;Jt/
/\.j
~
I '
~
I
i
i
I
~
/ p.b
".;;t-
,. c:,;
COjlltf~' , bll1lo
.' 1"\ ('.Jf
f. A..l -'
fI\
I
i
I
I
J
I
'~
/E--- / -.:j , /~
Ii
1-S~
O~
~-..----.--~_._,L.,_
IE:=--.-------------
f ~ ----.
L.c; ,.
2~a
/7
i I
, ,
.__J ~
-p1
/1...-;........, /""/
SECTION 7
SOLID ROOF PANEL PRODUCTS
rable 7.3
Structa/l Building Systems Inc. Snap & Lock @ Composite Roof Panol"
Allowable Spans for Composite Roof Panels @ Various Loads
Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S 1# Olll,,,lty
Manufacturers Proprietary Products:
-.-.....--..-...... -_.. . ..-.....-..-.-.-- <---- - ..---........,...
3" x 48" x 0.024" Panels
==:::::=~~~~~~~~_~artlaIlY Enclosed Buildings --- o_'__w _.....- ..............
.::nclosed Buildings - --....-.-...
Wind Overhan Condition Wind Overhan Condition
Region -_. Region r------ _._'_'_0_4"
1 & 2 3 4 Max 1 & 2 3 4 Max
Span Span Span Cantilever Span Span Span Cantll8v
-
100 M.P.H. 15'.4" 17'.2" 16'.7" 4'-0" 100 M.P.H. ~5-3" 17'-1" 16'.6" 4' 0--
110 M.P.H. 14'-0" 15'.8" 15'-2" 4'-0" 110 M.P.H. 13'-3" '.4'.10" 14'-4" 4' 0"
'_0._
120 M.P.H. 12'-9" 14'-3" 13'.9" 4'.0" 120 M,P.H. 12'-2" 13' - 7" 13'.2" 4' 0"
.
130 M.PH. 11'10" B'.3" 12'-10" 4'-0" 130 M,P.H. 11'-3" 12'.7" 12'.2" 4' 0"
-- - --.
140 M.P.H. 10'-11" 12'-3" 11'.10" 4'-0" 140 M.P.H. 10'-11" 12'-2" 11 '-9" 4'0"
-
150 M.P.H. 10'-:2" 11'-4" 10'-11 " 3'.11" 150 M.P.H. 10' -2" 11'-4" 10'.11" 4'.0"
81
r-E~. 48" x 0.030" Panels
W
R
_.__ Ope_n and Partiallv Enclosed Buildinas Enclosed Buildings .-.
_.
Ind Overhan Condition Wind Overhan Condition
eglon ~._._- Region
1 & 2 3 4 Max 1 &2 3 4 Ma
Span Span Span Cantilever Span Span Span Cantll
--.-
M.P.H. 17'-fI" lB'.9" 19'-1" 4'-0- 100 M.P.H. 17'-7" 19'-8" 18'-11" 4' (
-..---..-.- - .----
M.P.H 16' 2" 1 fl'.1" 17'-5" 4'-0" 110 M.P.H. 15'.3" 17'.1" 16'.6" 4' (
-.-. ..
M.PH 14' -Il" 1fi'.5" 15'-10" 4'.0" 120 M.P.H. 14'-0" 15'-8" 15'.2" 4' (
-.....---:- --
M.P.H 1 TfI" 1 !,'-3" 14'-9" 4'.0" 130 M.P.H. 13'.0" 14'-6" 14'-1" 4' (
"-".--...".. ...-.------ - .--_......
MPH 1 )'.Il" 14'-2" 13'-8" 4'-0" 140 M.P.H. 12'-7" 14'.0" 13' 7" .1' !
______.A ____.. --
M.P H 11'9" 1:1'.1" 12'-8" 4'.0" 150 M.P.H. 11'.9" 13'-1" 12'.8" .1' I
--___._.... L-.._._'-- - ----...
x
eV81
100
110
1:/0
t :10
140
150
)"
t
)"
t
)"
)"
-4..x4lf~xo6i4;;piinels ~._._---.
ODon and Partlallv Enclosed Buildinas Enclosed Buildings -----.--."
-
Wind Overhang Condition Wind Overhana Condition .~._-
Roglon 1 & 2 3 4 Max Region 1&2 3 4 Mllx--
2.P.a n Soan Soan Cantilever Soan Soan Soan Canlllevo
100 M.PJr- 16'-10" 18'.10" 18'.2" 4'-0" 100 M.P.H. 16'.9" 18'-9" 18'.1" 4'0"
110M.P.H. 15'.5" 17'-2" 16'.7" 4'.0" 110 M.P.H. 14'-6" 16'-3" 15'.8" 4'0" --
120 M.P.H. 13'-11" 15'.7" 15'.1" 4'-0" 120 M.P.H. 13'-4" 14'-11" 14'-5" 4'0" --
--
130 M.P.H. 13'-0" 14'.7" 14'.~ " 4'-0" 130 M.P.H. 12'.5" 13'.10" 13'.5" 4'-0"
140 M.P.H. 12'-0" 13'-6" 13'.0" 4'-0" 140 M.P.H. 11'-11" 13'-4" 12'-11" 4'-0"
150 MP.H 11'-2" 12'-6" 12'-1" 4'.0" 150 M.P.H. 11'.2" 12'.6" 12'-1" J' ""
.._-_._~-_.- _....._.~ -~~--- .
f:~""" 0.030" Pon",
-__.2e!1l !'!1~_ Partlallv Enclosed Bulldlnas Enclosed Bulldlnas --_.
Wind __..___~ ~verhang Condition Wind Overhana Condition .---.--.-.
Roglon t & 2 3 4 Max Region 1 &2 3 4 Max
----~.-_. _ Span Soan Soan Cantilever Soan Soan Soan CantlloVfl
00 M.P.H _!~ 21'.8" 20'.11" 4'.0" 100 M.P.H. 19'-4" 21'.7" 20'-10" 4 ()"
10 MP.H 17'-9" 1-,19'-10" 19'.2" 4'-0" 110 M.P.H. 16'.9" 18'-9" 18'.1" 4"'{j""-"
:/0 MPH"'- Hi' I" 11l'-0" 17'-5" 4'-0" 120 M.P.H. 15'-5" 17'-3" 16'-8" -"4'ii""
'3ii"M~fiji .. 1-1'FT~ .- 1 f)'-9" 16'.2" 4'-0" 130 M.P.H. 14'.3" 15'-11" 15'5" ---4-(1"'"
40'M.pH .. ..-.-.--:.... - '--;V'IY-'
1.3' 11" 15'.6" 14'-11" 4'-0" 140 M.P.H. 13'.9" 15'.5" 14'.11"
50-~fpTr- '-:;Tlrr 14'.5" 13'-11 " 4'-0" 150 M.P.H. 12'-10" 14'.5" 13'.11" '-4'-'(';;"
..."".--.--.--....-.. ..----.--...;.- ---..-...-----
--1
1
:.- 1
, --
, 1
\...--
, 1
1---
: 1
- ".-- - --..-.--- --_._-~._--_.
~--~
BTRUCTALII
.UILDIN. .V.T.M. 1
350 BURBANK. OLDSMAR. fl :l4f1ff.\f.Hlh
LOCAL (813) 855-26;>'
NATIONWIDE 1.800.909.:1100
FAX (813) 854-2802
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P () ROX 4:l68. SOUTH DAYTONA. FL 32121
'El FPHONE 1386) 767-4774
r AX (386) 767-6556
, r A!
@ C;Of'YRIGHT 2001
',I; r In 11> III PRODUCED IN WHOLE OR IN PART WITHOUT THE W"iITTFN PERMISSION OF LAWRENCr f III NNr I I "I
7-32
SOLID ROOF PANEL PRODUCTS
~ECTIO~ 7
RIDGE CAP
#8 x 911f3" TFK SCREWS @
PAN RIBS E.ACH SIDE
CAULK ALL EXPOSED SCREW
HEADS & WASHERS
#8 x 1/2" S MS (3) PER PAN
AND (1) AT PAN RISER
AL TERNATE CONNECTION:
liB x 1-1/4" SCREWS (3) PER
PAN INTO BEAM THROUGH
BOXED END OF PAN AND
HEADER
WHEN FAS TFNING PANELS
nl~ PANS TO WOOD F)LATES
SCREWS SHALL HAVE A
MINIMUM EMBEDMENT OF 1"
CAULK ALL EXPOSED SCREW
HEADS & WASHERS
FOR COMPOSITE ROOFS:
#10 x (I +1/2") SM.S. W/
1/4"0 FENDER WASHERS
@ 12" O.c. (LENGTH =
PANEL THICKNESS + 1")
@ ROOF BEARING ELEMENT
(SHOWN) AND 24" O.C. @
NON-BEARING ELEMENT (SIDE
WALLS)
PAN ROOF ANCHORING DETAILS
~
SEALAN-'
PAN HEADEF~ (I3HEAK-
FORMED OR EXT)
HEADERS AND PANELS ON
BOTH SIDES OF BEAM FOR
GABLED APPLICATION
PAN OR COMPOSITE ROOF
PANEL
#8 x 1/2" 8.M.S. (3) PER PAN
ALONG PAN BOTTOM
ROOF PANEL TO BEAM DETAIL
SCALE: 3" = 1 '-0"
FOR PAN ROOFS:
(3) EACH #8 x 1/2" LONG S.M.S
PER 12" PANEL
-.:>
ROOF PANEL
(PER T ABl.E S SECTION 7)
SUPPORTING BEAM
(PER TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
SCALE: 3" = 1 '-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL fAN I
PO BOX 4368. SOUTH DAYTONA. Fl :12121
TELEPHONE (386) 767-4774
FAX (386) 767~556
SEAL
(1:) COPYRIGHT 2001
'mT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OE LAWRENCE E. BENNEIT. PI
PAGE
7-11
..__...."~---_.__...._..~.~.. ..---.--.-..
- ----,._--
SOLID ROOF PANEL PRODUCTS
SECTION 7
INDUSTRY STANDARD ROOF PANELS
ff
1---------__
f
1200"
- __n .---------J
12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL
SCALE 3" = 1 '-0"
rr
L
f
I
Jc.-
------ 12_00"
J
12" WIDE x 3" RISER INTERLOCKING ROOF PANEL
SCALE: 3" = 1'-0.
nr
L-
l
12.00" -~~_____ j
CLEATED ROOF PANEL
SELECT PANEL DEPTH FROM
TABLES
SCALE: 3" = 1 '_0"
l
^
ALUMINUM SKIN
E.P.S. CORE
~-
-II
WI-
20...
<(W
0...0
'r-
SIDE CONNECTIONS VARY
(DO NOT AFFECT SPANS)
48.00.
COMPOSITE ROOF PANEL [INDUSTRY STANDARDl
SCALE: 3" = 1 '_0.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL I AN T
P.O BOX 4368. SOUTH DAYTONA. Fl 32121
TELEPHONE (386) 7674774
FAX (366) 76H1556
@ COPYHIGHT 2001
NOT TO BE REI'RODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNET1, PE
SEAL
PAGE
7-1
...---.-.- --;-
SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3
Table 3.1.3 Allowable Edge Beam Spans - Hollow Extrusions
For Glass I Enclosed Rooms
Aluminum Alloy 6063 T ~
For 3 second wind gust at velocity of 120 MPH or an applied load of 28 # Isq. ft."
Trlbutarv Load Width W = Purlln Spaclna
Hollow Sections 5-0"' I 6'-0" 7'-0" I 8'-0" 9'-0" I 10'-0" 11' -0" 12'-0"
Allowable Span 'L' I bend In a 'b' or deflection 'd'
2" x 2" x 0.044" 4'-4" b 3'.11" b 3'-8" b 3'.5" b 3'-3" b 3'.1" b 2'-11" b 2'-10" b
2" x 2" x 0.055" 4'-9" b 4'-4" b 4'-0" b 3'.9" b 3'-7" b 3'-4" b 3'-3" b 3'.1" b
3" x 2" l( 0.045" 5'.1" b 4'.7" b 4'-3" b 3'-11" b 3'-9" b 3'-7" b 3'-5" b 3'-3" b
1" x 2" x 0.044" 5'.9" b 5'.3" b 4'-11" b 4'.7" b 4'-4" b 4'-1" b 3'-11" b 3'.9" b
to 2" x 2" x Existing ..
:r x 3" x 0.0"5" 6'-5" b 5'.11" b 5'-5" b 5'.1" b 4'-10" b 4'-7" b 4'-4" b 4'-2" b
.-.----...---
:r x :r I( 0.044" 6'-8" b 6'-1" b 5'.8" b 5'-3" b 4'-11" b 4'.9" b 4'-6" b 4'-4" b
to 2" I( 2" I( EI( Istlng ..
--------------
2" I( 2" I( 0.044" 7'-1" d 6'-7" b 6'-1" b 5'.9" b 5'.5" b 5'.1" b 4'-11" b 4'.8" b
with 1" x 2" x 0.040"
Snap Cap Attached ..
2" x .... l( 0.050" 7'-11" b 7'.2" b 6'-8" b 6'.3" b 5'.11" b 5'.7" b 5'-4" b 5'.1" b
' For Maximum Spans at wind velocities other than 120 MPH, see Conversion Table 3A on the specification page for tables
at the beginning of this section and example below.
.. See page 3-6 for connection details for 1 x 2 and 2 x 2 to existing 2 x 2. Snap Cap 'snaps' into screw bosses. Therefore,
no fastllners am required for connection of Snap Cap to existing 2 x 2
Note
Tah""; aSSWTlP. extrusion oriented with longer extrusion dimenSion parallel to applied load
I 'ample rn calcualate maximum span 'L' at 140 MPH wind velOCity for
2" x ;>" x 0.044" Hollow Extrusion with Load Width = 8'
1 Find 'L' at 120 MPH: L = 3'-5"
2. Convert 'L' to decimal feet: L = 3'.5" = 3.42'
3. Select the appropriate multiplier from the conversion table 3B found on
the specification sheet at the beginning of this section.
. if the span is followed by 'b' use Bending multiplier
- if the span is followed by 'd' use Deflection Multiplier
4. Multiply 'L' in decimal feet by appropriate multiplier.
'L' at 140 MPH is 3.42' x 0.87 = 2.98' = 2'-11"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
SEAL
PAGE
@ COPYRIGHT 20U1
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E 3-27
SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3
--
Table 3.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans _ Hollow Extrusions
For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures
Aluminum Alloy 6063 T ~
For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # I SQ. ft..
Tributary Load Width W = Purlln Spacing
Sections 3'.{I"' T 3'~" 4'.{I" 4'~" I 5'.{I" I 5'~" 6'.{I" I 6'~" T T' .{I" T'~"
Allowable Height 'H' I bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 7'.7" d 7'.2' d 6'-11" d 6'-6' b 6'-2' b 5'.11' b 5'-8' b 5'-5' b 5'-3' b 5'.1' b
2" x 2" x 0.055" Hollow 8'-0' d 7'-7" d 7'-4' d 7'-0' d 6'-9' b 6'-5' b 6'-2' b 5'-11' b 5'-8' b 5'-6' b
3" x 2" x 0.045" Hollow 8'-4' d 7'-11' d 7'-7" d 7'-4' d 7'-1' d 6'-10' b 6'-6' b 6'-3' b 6'-{)' b 5'-10' b
2" x 3" x 0.045" Hollow 10'-5' d 9'-11' d 9'-6' d 9'-2' d 8'-10' d 8'-7' d 8'-4' d 7'-11' b 7'-8' b 7'.5' b
2" x 4" x 0.050" Hollow 14'-3' d 13'-4' b 12'-6' b 11 '-9' b 11'-2' b 10'-8' b 10'-2' b 9'-9' Ii 9'-5' b 9'-1' b
2" x 5" x 0.050" S.M.B. 19'.1" d 18'-2' d 17'-4' b 16'-4" b 15'-6" b 14'-9' b 14'-2' b 13'-7" b 13'-1" b 12'-8" b
2" x 6" x 0.050" 8,M.B. 22'-4' d 21'-3" d 20'-{)" b 18'.10' b 17'-11" b 17'.1" b 16'-4' b 15'.8" b 15'.2" b 14'-7" b
. For Maximum hleghts at wind velocities other than 120 MPH, see Conversion Table 3B
on the specification page for tables at the beginning of this section and example below.
Note:
For high veloclly zones, convert to 130 MPH spans
Example: To calcualate maximum height 'H' at 140 MPH wind velocity for:
2" x 2" x 0044" Hollow Extrusion with Load Width = 4'
1. Find 'H' at 120 MPH: H=6'-11"
2. Convert 'H' to decimal feet: H = 6'.11" = 6.H2'
3 Select the appropriate multiplier from the conversion table 3A found on the
specification sheet at the beginning of this section.
- if the height is followed by 'b' use Bending multiplier
If Ih" bAlghl is followed by 'd' use Deflection multip~er
4 Multiply 'H' In decimal feet by appropriate multiplier
'11' ill 140 MPH is 6.11' x 0.92 = 5.62' = 5'.7"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-&56
SEAL
PAGE
@ COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E 3-29
SCREEN, VINYL, GLASS & MODULAR ROOMS
ANCHOR RECEIVING CHANNEL
TO CONCRETE W/ FASTENER
(PER TABLE) WITHIN 6" OF I
EACH SIDE OF EACH POST @
24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONCh 6 x 6 - 10 x 10 W.w.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
SECTION 3
2" x 2" OR 2" x 3" POST
#8 x 9/16" TEK SCREWS BOTH
SIDES
1" x 2-1/8" x 1" U-CHANNEL OR
RECEIVING CHANNEL
CONCRETE ANCHOR
(PER TABLE)
1-1/8" MIN. IN CONCRETE
ALTERNATE POST TO BASE CONNECTION - DETAIL 1
SCALE: 3" = 1'-0"
ANCHOR RECEIVING CHANNEL
TO CONCRETE W/ FASTENER
(PER TABLE) WITHIN 6" OF I
EACH SIDE OF EACH POST @
24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6 x 6 - 10 x 10 W.W.M. ..4
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
2" x 2" OR 2" x 3" POST
#8 x 9/16" TEK SCREWS BOTH
SIDES
1" x 2-1/8" x 1" U-CHANNEL OR
RECEIVING CHANNEL
CONCRETE ANCHOR
(PER TABLE)
1-1/8" MIN. EMBEDMENT INTO
CONCRETE
ALTERNATE POST TO BASE CONNECTION - DETAIL 2
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
SEAL
@ COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E
PAGE
3-13
SECTION 3
SCREEN, VINYL, GLASS & MODULAR ROOMS
I
{II
'LW' FOR
MAX.
UPRIGHT
LENGTH
f0
SELECT EDGE BEAM FROM
TABLE 3.1.1 AND I OR 3.1.2
1" X 2"
H*
't<--
VARIES
MIN. 3-1/2" SLAB ON GRADE
OR RAISED FOOTING
(FOR FOOTINGS SEE DETAILS
PAGE 2-21)
TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING
* (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
'LW' LOAD WIDTH
f FOR ROOF B~AM
r-- 'P/2' - 'P/2'
SIZE BEAM AND UPRIGHTS _/
(SEE TABLES)
ALTERNATE CONNECTION
@ FASCIA ALLOWED
(SEE SECTION 7 FOR DETAILS)
O.H.
SOLID ROOF
NO MAXIMUM
(ELEVATION SLAB OR GRADE)
't<--
VARIES
{II
UJ
C)a:::
z:J
-I-
I-()
~:J
x a:::
UJI-
en
VARIES
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
NOTES:
1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WI 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C.
AND WI IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x2" TO WOOD WALL WI #10 x 2-1/2" S.M.S. WI
WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'_0" O.C.. ANCHOR BEAM AND COLUMN
INTERNALLY OR WI ANCHOR CLIPS AND (2) #8 SCREWS WI WASHERS @ EACH POINT OF
CONNECTION.
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H.
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FORTH WALL
BEAMS FROM TABLE 3.1.4 USING P/2
4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION: 90 -120 130 140 150
#8 #10 #12 #12
J
'P'VARIES
1
TYPICAL SCREEN I GLASS ROOM
SCALE: 3/16" = 1 '-a"
SEAL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (368) 767-4774
FAX (366) 767~556
PAGE
@ COPYRIGHT 2001
3-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOU, THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E
f' SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
PAN OR COMPOSITE PANEL
(SEE TABLES SECTION 7)
SEE CONNECTION DETAILS
(SECTION 7)
FOURTH WALL FRAMING
WHERE REQUIRED
EXISTING HOST STRUCTURE
2 x 4 LUMBER #2 S.P.F. (MIN.)
OR 2" x 2" ALUMINUM MAY BE
SUBSTITUTED WITHOUT
HURRICANE CLIPS
\
HURRICANE CLIPS FOR WOOD
(SEE PAGE 2-5) 2 x 4 TOP
PLATE @ ROOF (DOUBLE TOP
" PLATE IF LENGTH OVER 6')
'-
TOP PLATE P.T. OR WI VAPOR
BARRIER @ ALUMINUM ROOF
SHEATHING: 7/16" O.S.B. OR
1/2" PLYWOOD WI STUDS 24"
O.C. OR STRUCTURAL GRADE
THERMAL PLY WI STUDS @ 16"
O.C.
2 x 4 PRESSURE TREATED
PLATE WI 3/8" x 4-1/2"
CONCRETE ANCHORS @
4'-0" O.C. (SEE SLAB DETAILS)
-
-
UTILITY SHED WALL SECTION
SCALE: 3/16" = 1'-0"
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4388, SOUTH DAYTONA. FL 32121
TELEPHONE (388) 7B7~n4
FAX (388) 7B7~
SEAl.
PAGE
(C) COPYRIGHT 2001
2-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, r.E.
t
'1" ~"
~I
11\
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-7
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