HomeMy WebLinkAbout94-4533
BUILDING PERMIT
Permit N~
CITY OF ZEPHYRHILLS
(813) 788-6611
4533 f]
Date );2 -Id-- -9/
')
.;
(~.
~ tk!:-
Property Owner: f./ ~
Job Add'." ..t h; - "'" 7?l/ffdJ7 p- ir7
Parcell.D. #
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: '" Energy Code:
~ ~
Description of Work .A.i2t?4-1 7l~
,
~don Gas:
AAt-zt hf?
NO OCCUPANCY BEFORE C.O.
FINAL 12-- ir.) 4'
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
Pe,m;t Fee ~ t
Signeture --:n .. (j 4t1l1
Company
Address
Telephone#
Valuation or
Contract Price
/ ;). s, (). c/()
/
City License Registration # c2ry
State Certified License#
13~~~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Untel ~..... .
FRM. 'Y" 4 v\
Insul. CL~1/
WL ~..,l,V
Tp. Serv.
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
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 ($15.00) 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.
. OCT-13-'94 THU 10:11 ID:
TEL NO:
~318 Pel1
OWl..' .
APPLICATIOl roa PIIIII'I'
CITI' OP ZBPII'DIIILtS
BUlLDII1C DRAITIIDr
1/ - c11- 91
/ : ~-::r"? /t'1
owa '.
V'l5
c;:;
.101 .........
LICML DI8CaIPI'1OII. LOT(8)
RLOCIt.
SUIDlVISIOI
,AlCIL I.D.' €OA'I'Al. nOM s.q........ 'I'D )JQ'I'IC&)
lOll PIOIOIIDa~.. Coutl'UCtt. ---'ddttlOD -JlteratiOll ~b:.- T....ta11 ",: .
--1Jiall,l
.l'IOIGRD 111I, ~.,. PMtb
_eo.erclal
---110ft ".oliab
--1!I/r _' of Ualta 11/8. .
_IDduat, ---.Jw", Pool --Otlaer
. "'tau_t , Bu.1th DepartMat Approval l'
DISCI1Prl~ O'''t Sc:reef) 4<"O[)vY) wq,!' ~
~LJ~ n' 0 Q'
IUUDIJIQ aUla~. / (go Square Feet. 0 Belabt
IISIDBII'1'IALc A'l"rAQI (2) PLOt PWS . (2) SITS or BUlLDIIG PLUS , (1) SIT IIIIGI fOllIS,
GOIIIIICJAL I A'ftACII (3) 8ITS OF 8UlLDUfG PLAIIS , (1) SBT DIIlGY FO_.
nonan 8U1V1t .IlIQU1It8D 'OR ALL .. c:oIISTaUCn'IOIJ,
v!uumIG
"1rf!IUcu.
. .
~ PDH~TS RRnI~~
I ~ frO .... ""- ValuatlOD of Total OoMtructlOll
AlP 'Service
Plorlda PoIMrCorp.
W.a.l,c,
......JIIQIAIJ "..A..
trr n l 11
ValDtlGa of .......lcal1utallat~
. --1UIII1JIQ
GAS
.OOl'UG
sncw.rr
othe~
TIn 0' ooaraucnOll; --'lock ---Jr- -Steel
f1I1S8ID I'LOCIa BLBYA1'1088 t
ft.
U PIOJ8CI' 18 PLOOD 1018 AlIA,
-
..........................................
.lIII 10
.lJn.D~
COI'qAClfOR SlqI'mI
CDlPMI~ ~Y!j ~ v~ ; ~ OW\
State Cert, or JIealat: ..~.<:.O~~f?7?' :~
City Ll<<*UI. ",l.tntlGll . ~ ~ 1
...........t..............................
Sl....tu.n
....C'ft.I1!f ,..
LI'f.ll I
COIIPAIIY
State c:ert. or ".let, .
__ Oity Llceaee Jesl.tratlOG f
..........................................
ai.....t.ur.
.U"~
COIIPAft
, .: State c.rt. or -,-let, .
, City Llc... llql.tl'atlon .
.............................,............
Ilpature _
L J
......',...&1.
COIIPAII
. State Cert, or ..,l.t. .
City Llceu. ...t.tratloa. .
..........................................
'!patu.
~
mllPAIIY
State Cert. or Reai.t, t
City Llc... Real.tratioG .
..........................................
"
Sipabare
. . .;:"::';""1.~=,r;4' r"HU 10; i~ 11):
_... _~.s._' lJC I ..J ;;;>
iCot... NO:
1:*318 P02
CONDITIONS OF PBRMIT AFFIDAVIT
A. .B/;Y' OP DDD RBSTRICTIONg
rill ...... tMt tQ. pUI1t ., bllubjlCt to llIIed 11Ittlet1.- lbIu IIf be .. rlltrkU" tIIII tltr
r..u.. De.....gua..... r.....Jbillt' for c:cIIpU" 11th .J app1lcJbl. .. -~. '
.. UJf{,I~SIQ) ,COlft'RACTORS AND CONTRACTO~ RB8PON8XBILITI,.
If tile _ .. UreA . _tractor or COIltractO'" to undIrtUe IIOIl, tbeJ .., 1>>1 nQUlnII to .. II__ II ICClDCtMCIld.ti
ltate .. 1oca1 nguIIUOIII. If tile coatelCtoI SI aot llctl8ld . nquirld by 1., Ilotlt tM .. ... atnctor ., ..
c1~ for al1ld_IDOt 'iollUoa under ltatl 1... If the 0IIIIl' or lDteDlJe4 caatractor III IICIrtIIa u to.t l1...lag
~lr_tl.., Ippl, for tM Intuded IOI'k, ther are ac1villd to COlStlct till eltr of IIpIIrrWlIIdWat ~t, ('U)
188-6611.
hrtllnn, If U. .. .... .104 . COIltractor or contractor., lit I. add'" to 11m U. ClOItrICtOr(.) .Ip portlaM of ~
'CGltrlCtOr IIctJ..~ of W.lfPll"UCIl for lIbirJa tiler all lie r..,.lble. 11 fOU. . tJIe _1111 . II ...,
JW 1ft iJllcaUDg tilt JW, rlUlu tIlIa tM eoatrlCtor, art reapouible for tbe _k, If tM .tnctor .... !II to 11"
II COItrICtOr tIlIt .., be u WlcatlOll OIt be 11 DOt properlr llCWtllID4 II DOt ..Uti. to __ Jddllgllla -
eu, of 1."'01111. _.
C. 1R4N8PORTATION IMPACT "&88 AND UTILITY CONN~CTIOH nu
D. COJI''l'NION LIBN LAW (CHAPTER 113, FLORIDA STA'1'U'fBS, AS AlllllDBD)
1 cutl" u..t, appUCIDt, ... _ pm1Wlltb I copJ of "lorlda', COUtnct1aa ... LII- .....,.. ftotICUoa
Gulc1t1 pnpull1 br tU 'lorUa DepatbleAt of Agriculture u4 COIIMU.' Aff.b.. If till appUeIIt It __ otIlIr tMD tile
ICMDU', 1 cut1fr *t 1 .... !lbtllDtd . COP! of tJle Iboft dllcrlbed ~t 8IId pc... iI ... h1~ to GIlI_ It to tJII
'0IMr' prior to 4lG-I~t.
s. ~'8(J*NIR'S AF~JDAVIT
I CIdlfJ - tllat ell * WaallUOft la W. 1PP1IeatlOll i. ..rite IIIlJ tblt aUlOl'k will be ... Ia .... .l~ all
epp1JClbII 1.. I1II1ttIDg _~CIl, ICII1DCj, - I. -lDl*Dt.
Ippllcata .. ... .. tlj oIItaiI I perlit to do work ID4 l111taUaUCIG U lDdiCltlll. 1 certlfr cut 10 .... or
iDltl11aU. .. <0" r I all prior to lIIlJ1J1Ct of . peait IIIl1 tbIt IUIOI' vU1 .. IIIff_ to .. ItIIIMtI of 111 ....
reguJatlag OOIItracUOI, eitr CAJdu, lOlling fI9\lIIUOIII, ad 1_ dI't!oJIIIt rlplaU. In ~ jarltllctl.. 1 alto
certifr tMt I ..atlll tIIIt * regu1IUant of oUllr p_bl ....11I appJ,.u. tile IatIIIIIC, ., tMt it II
II __'_IUq to Uattlfr .ut leU. I at tab to lit 10 CGlplluce, 8uc111t.~i" IDC1gllat In -* Illltlt to:
. ~t " "'~11ta1111t1Oft - Cypr... ...,..., htlu4 &rill 1llll1a,w-tI11J ...IU" .....,
.t.,......ter tna_t
. 1ou\JIIII$.f!or* .. JIuIa..!t Dlltrlct .. 1111., CJpnu 8QIlul1I, IfItlu4 lrf'" liter... ..ter__
. B...9!Ifjf II!!!s - 1IMJ1., DockI, "'lgabll ..tene,.
. ~jf ~Q t lIMbilltaU" Slnl.. ~lr_U111e11tb Uait . Ilellt4 lfutMtIt '*'-t, llfUo lab
. UlI1'~ _1ItDCI - llbatoa .~t I
I a1Io OIrtIfr tw, _ III .tulall. to be _ ill Flood IoDI Il' or 'a,.te.' t it illIIIlIInteolI ~t . __ pl.
IdlnISII . .~ rol.' 11111 be IlJIlIltt.. Qic:lll, prtplnd by a ptDf_CIIIlIDgiI.r reg..- II tIIIltIb of
Plorl4l prior to ftIIlt I....
I pere1t .... ..U .. alIIItrued to be . ll~ to proceeO Il~ ~ .rk .. tel ..kitr to ,ltlHe. ..a alter, or
.t aide .., ,.1I1oM of tie bcIIatcal cadet, DOr lull itIUIDCI of . perIlt'llmat till tIS_ OfflOlll ,. ...,tat
r.dlll I comctIOI of erronlA pllll, _trucUon, or YlolltlOlll of Ill' "II. ..,,.at... .Ikll .... lm114
.11I tM ... eaklHl1 bJ . penlit 11 oo.IDCIl1 ..Itbln .11 _* of laB~ or 11 _k ...... '" till pait I'
...... or ~ for . perlac1 of ,iI _tbI .,tH tJIe till tbe *k 11 t.t.... QIe to tit .... of tile, III .
aU_ for tM penlt IUb fll c:Iaaqe of ,15,00. !1Ie __loa lUll be ~.lJllI'ltlJlg to tblldWlg Off1cW. III
IpptCMl1 ~ _t bal_ _1119 ..cia III _~ period, or till ,roJrd, ,1111 be CGldOln/l ......
_118 to..: .. 01_ to IICOIlD A ala or ~ 11I1 RaUL'!J." PlY. .. III ..... 10 -
PIJl'JIff. U 1II1IIIIl1O ClUU fJIIICllG, a.suL! VIII fOOl .... CI II ~~ ... .... 1UUIIIlCl Of
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Stili or , ill a. ()
CDIIIY Of' . Y(}S eo ..
'lb. fori~i~g lD.tl'88D~ - aclP\cNledgeld
before ";itlll1 --1fp1l,,,,),/ , 11 rr/ br
.1f'l11~,.J /:J,4A'/U'''-'
~":~f:-~ ... JtO .. ~- .... ....
_ ......tlr~ ... ... ..iilJd -.t
tile -~~ a $/~
(11~~~71 , JAMES A. STONE
(N_ ~~_l, Priuted ot 8t.~\ary PUDIIC, State of Florida,
.....llIy 1~'}lUf! My comm. expires May 16. 199,
~. ,..... CC110274
1'1&11 or- JV [)
GIm ' yA~O.
,.... fO.;.,t ".. acbowledged
Won.... No v. 02 / _, 19...2;L by
~.:-
~r.O' ~
(r4" - ..QtIId ,-- E
Jf9'~1if' '~"'" ~)\lOfary Public, State of Florida
y comm. expires May 16, 1995
CC110274
LeT# SJ( 61eeEl- . J{;/!OiP !!-V' ?0rk :JJ-.
;-Ie, 2 e I N '\ \;- ~ l' Vt..S .
........ .. --
JOB LOCATION
PAICSL I,D, ,
SHOll ALL DIftIJW; , PROPOSED STRUCTURES GIVlIfG OIHBN8I0If8 , 81!'BACK8,
~~.hY
~g7 p~~ r
?MN~L ~
",~
::t:.
ALLIYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SITBACK
RIQUIRED,
t-,__ _
(
{ ~K/61/~
/ RoaP
l=f-
.... I C.oV/CY'ete
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utILITY BUILDINGS
MUI' SHOW SIZI ,
roUNDATION INFOR-
MATION.
(NOTI IXAMPLIS 1 & 2) STREET
1. SITBACKS FOR Rl, R2 ZONING
60'
0'
--
.
Eyis1;hj
Vn,'t
- q~
i
---_._----~---
10'
P B
R X
o I
10' P S 10'
o T
S I
E N
D G
1 0'
.
I;
20' 11
Lji
PIKMII' PROPBRn LINE
2.
SETBACKS FOR R3 ZONING
60'
\.
Oi.
.
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30'OUPLaX
1 0'
FRO1ft' PROPBRn LDIB
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WE SPEClALlZE IN
Fine Appalachian Hardwoods
(8131 782.3513
(81317824778
BAHR'S
ALUMINUM ~ HARDWARE. INC
37827 FOUNTAIN RD.
ZEPHYRHILLS, FL 33541
JIM SI'ONE R V
RANDYBAHR-U/,>,WEHE \ T
SOLD TO: \ \
JOB NAME:
DELIVER TO:
CASH
OTY
CUSTOMERS SIGNATURE '>'t-.-----.
\
,
PH::N::
CUSTCMER ORDER f\O.:
TAX EXEMPT f\O.:
--
.1'Y 1 )
..t \./
~.-
UNIT PRICE,
SUB
TAX
DEP
TOTAL
1
. /
{ I
AMOUNT
ANCHOR '"x2"xO.044" PLATE
TO cooc. W/ 1/4"x2 '/2"
CONC. ANCHORS WITHIN 6"
Of EA. SIDE Of EA. POST
o 24" O.C. lIAXlIMf
POST TO BASE AND
POST TO BEAM DETAIL
2"x2"x'/8" ANGlE EACH
I SIDE ATTACH TO POST
AND CONCRETE TO POST
AND PlA l[ VlITH 2 I10x
'/2" CORROSIOO RESISTIVE
WASHER HEADED SCREWS
," x 2" EXTRUSI<J4
I 2500 PSI CONCRETE
, , 1I1N, w/ 6x6 W.W.lI.
. OR FIBER lIESH CONC.
VA~ BARRIER
2" x_
SEE TABlE 2
All[RNA TE CONC.
ANC.DlLOCA Tloo
, '/S" IIIN. IN \
CONCRETE
HOl[: NO rOOTING REOUIRED EXCEPT
\1HEN AOORESSING EROSI()l
AL TERNA TE POST TO BEAM
AND PLATE TO CONCREtE: DETAIL
:; "VI' IS THE ROOf' SPAN CLEAR OIST ANCE ffiOl.l
RECEIVING CHANNEL TO fACE or BEAll.
/
]
PAN OR COMPOSITE PANElS. Us( CORROSIoo
RESISTIVE SCREWS. PANS ANCHORED WITH /10
x 1/2" . 3/ PAN INTO REC[lVlNG CHANNEL AND
1 1'0 x 1/2" . RIDGE CAP CONNECTIoo TO
RECEIW4G CHANNEl. COUPOSlTE PANELS USE
1/4" x (1+1/2") LAG SCREWS WITH 1/4" WASHERS
THROUGl RECEIVING CHANNEL rROU Ta>.
CAUlK All C()lNECTIooS.
___ EXlRUOED OR BREAKIIETAL
HEADER 0.032" IIIN.
lOST STRUCTURE
lCA noo THAT THE HOST STRUCTURE IS STRUCTURAlLY
;HOWN. (MOBILE HOllE OR CONVENTIONAL CONSTRUCTION)
i 1/2" C()lCR[T[ SlAB 6 x 6
r.w.r. OR fl8[R IIESH C()lCR[l[
~~ 31/2""".
,. VlSQUENE VAPOR 8ARR(R UNOER SlABS
HAVING STRUCTURES ABOVE
"fll C()IPACTED Q[AN ru OVER SACRIFICED
NAMAl. sat. 90% RElA TI\{ DENSITY
CONCREl[ FlLED BlOCK Sl[1I WAlL (Sx8x'6 ClIU)
6" . 12: C()lCR[TE rOOTING VlITH 1 15 CONTINUOUS
LOCA TE ()l UNDISTURBED NA TURAl SOIL
1 15 \{~ AT CORNERS AND 10'-0" O.C.
~TIO rOOTINC
. ,
""",
AlUlIl~Ut.f PAN
~~
NOTES: ANCHOR I' x 2" OPEN BA~
TAPCON 0.25" . 2" LENGTH t.fAX.
or 2'-0" O.C. ANCHOR TO WAlL
WITH 1 1/2" 110 SlIS WITH
WASHERS 2'-0" D.C. SPACING
ANCHOR BEAll AND C(l.UlIN KNEE
BEAll WITH ANCHOR QIPS AND
110 SCREWS AND WASHERS.
1I1N. SlAB THICKNESS rOR SlAB
ON GRADE 3 1/2" C<J4CRETE.
2" . __ BEAll AND C(l.UUNS IIAX,
ca.UIINS IIAX. C(l.UlIN SPACING
SEE TABlES
OVERHANG VARIES
2'-0" lIAX. -+
3 '/2" SlAB
ON GRADE OR \
RAISED rOOTING
TO SELECT FRooT WALLBEAll
rROU TABlE USE lARGER "L"
1" x 2" x 0.040" VALUE Of W/2 OR W/2+0.H.
"y( VARIES t
2" . _ _ BEAll SEE TABlE 4
I
. if"
---!.
..".
UAX. ," . 2"
UPRIGHT \
TABLE LENGTH
VARIES NO lIAX. ([lEV. SlAB OR ON GRADE
MCAl GlASS ROOlof VlITH SOliD ROOf. T'rPICAl F1l()jT \'IEW FRAllWG
. (HEIGHT Of UPRIGHT IS UEASURED rROU TOP Of ," x 2" PlATE TO BOTTOU Of WAll BEAU)
TYPICAL SCREEN AND GLASS ROQU
/" SQlD COVER
UIN 2" x 2" .0.0,44"
(TYPICAl) ,
~
VARIES
~
lIAX. WIDTH 53"
ROUGH OPENING
SHEETING BOTH SIDES
1 1/2" x 2"
2" . 2"
SlAB 3 1/2" IIIN. ____
(!1 [ DCTAIL)
TYPICAL SCREEN AND GLASS ROOM
NOTE: THE HOST STRUCTURE llUST BE CAPA8LE ~ SlI'PORTINC tHE AlIJIIWUII STRUCMlE TO BE AnAClfl) TO 111: HOST STRUCMlE. GDlERAlLY 111:
coonCfj ~ 11( EXlsnNG STRUCTURE lIltL INDICATE 111: STRUCT\JR[S CAPAIlIUTY. 111: rOlLOWINC COOllOfSfltOST S1IlUClUlES All[ CAPNlC
~ suppamNC tHE AlUlI/HUlI S TRUClURE TO BE AnAQiEO;
1. IIA$()jRY WAllS, 2"x 4" fRAloI: CCfjSTRUCT1Qf WAlLS. PRE ENClN[[RED llOOO TRUSSES W/ A t'x 6" SUB rAOA AND A !RUSS 0'00HANC ~ IJ'
TO 4', AHD/r1l AnA()llIENT Of THE AlUlltlUW STRUCTURE TIIlOOCH 11( 1. fAOA TO 11( !RUSS IlUTTS W/ A IIAX11Ul ~ 4' 1RIISS 0\UlIIANli.
2. 1I000lE HalES IIAM1f ACIURED Af1!:R 1984 AHD BUll T TO THE '984 IllD STANDARDS HIl[ 111: ANOOlS All[ INTO 111: 1RIISS 1ll!TTS.
3. CCfjDlTICfjS NOT CO\{REO A80\{ SHAll BE RE\lE11(D By 111: ENGINEER TO ll[TERUN: 111: HOST SlllUC1UlE AIlEOOACY,
4. All TRUSS SYSTElIS SHAll HA\{ A IIAX1l1Ul1 SPACING ~ 24" D.C.
5. 1I0000E HalES NOT C()jfC1lllIHC TO THE STANlARllS A80\{ SHAll flA\{ A SElf SlJPPC1lltlC rAIl AOJACOIT TO 111: l/0lllE HOI: IN l.(IJ ~
31/2"
.!- ," '4 BAR can
~2" ...... ---
'-.
S"
STEEP SlCI'E rOOTING
),' - 10'
UIN. 2500 PSI CONC. I\1TH 6 . 6 "HDED "'RE
OR nBER UESH TYPICAl ALL SlABS. .
I , 15 BAR CONT.
~
UOIlERA l[ SlOPE rOOTING
2"/'2" - l' - 10'
NOTE: fiBER UESH COOCR[l[ [)(IS
NOT REOUIRE WIRE ul'SH
FlAT SlOPE / NO rOOTING
o - 2"/12"
SLAB DEl AILS ADDRESSING EROSION
'2" PANS OR CONTINUOUS CO\{R
JOB NAME
~ ADDRESS
IS . 5/S" CORROSl()l
RESISTIVE WASHER
HEADED SCREWS
12"
t
I' ",
DR WIt,Jr.' -.~:R 1 PERMIT
, ! . . ~ .....
. '~I :..:
TYPICAL PANEL
UEers THE RalJlABeeNT8 '
OF ('.J.fApTEP 1205 sec 1991 . m
DAl
1 9<
~~
~~
!i~
~5
is'''
bli
~~
~~
.a
Q~
I!
<':>0
~~
I~
~~
~
B
~
j
.',J',.....,.
,~'
"
TABtE 2: MAX. rR(Jfl WAll BEAll SPANS FOR SCREEN It GlASS ROOMS
AlUMINUII AllOY 6063 T-6
TABLE 3: MAXlUUU LENGTH Of UPRIGHTS FOR SCREEN OR 'lASS ROOMS
ALUMINUM ALLOY 6063 T-6
USING SCREEN PANEL WIDTH 'y( FROU DRAWING, SElECl \lAX LENGTH OF
UPRIGHT "H" FROIl TABLE BELOW
. FOR SPAN. "t' ~ DRAWING USE "Vf' /2 + OH.
BEAll SIZE EXAIoIPlE: WIDTH OF 14' '" 14'/2 + 2' O.H. '" 9'
2". 2'.0.044' EXl
"L" 100 IoflH W. l. 11 0 MPH W l.
S ~ T ~ ~
6' 6'- O' 5'- 6"
r 5'- 7' 5'- ,"
f ~ r ~ r
g' EXAMPtE 4"- II" 4'- 6"
10' 4"- 8" 4'- 6"
2'I.t..0.OSO'..EXT -
5' 7'. 4" - 6'. 7-----6~;-----------
6' 6'- 8' 6'- ,. 5'. 8'
1 6'- 2" 5'- 8" 5'- 3'
8' 5'- g" 5'- 3" 4'-10"
g' 5'- 5" 5'- O' 4'. r
10' 5'- 2' 4'- 8" 4'- 4"
r._2'..0.093" _OR_r. 3'._0.050' _EXT________________
5' 9'- 3' 8'- 5' 8'- O'
6' 8'- 5' 7'- 8' 7'- 3"
r r -10' 7'- I" 6'- g"
8' 7'- 3' 6'- 8" 6'- 4"
. g' 6'.11' 6'- 3' 5'-11'
10' 6'- 6' 5'-1" 5'- 8'
J'.J'._O.05O'..-EXT
5' 1- g'
6' 1- O'
1 6'- 6'
8' 6'- l'
g' 5'- g'
10' 5'- 5'
J" ...2" ._0.070' .J:Xl
5' 9'-10' -- 9'- O' --S':-4;---------
6' g'- O' 8'- 3' 7'- 7'
1 8'- 4' 7'- r 7'- 0"
8' 7'- g' 7'- I' 6'- 2"
g' 1- 4' 6'- 8" 6' - 2"
10' r- O' 6'- 4' 5'-11"
2'._J"._0.050'x.TllJl[AIoI-- .
5' g'- 3" 8'- 5' 7'-10"
6' 8'- 5' 7'- 8" 1- l'
1 1-10" 1'- ," 6'- 7'
8' 1'- J" 6'- 8' 6'- 2'
g' 6'-10' 6'- J' 5'-10'
10' 6'- 6' 5'-11" 5'- 6"
2"x_4"x_0.05O"._Tlll.JIEAIC---------------
5' 11'- " 10'- 3" 9'- 6"
6' 10'- J' g'- 5' 8'- 8'
r g'- 6' 8'- 8' 8'- O'
8' 8'-11" 8'- l' 7'- 6"
g' 8'- 5" 7'. 8" 7'- I"
10' 8'- 0" l' - 3" 6'- g'
120 MPH W. L.
5'- r
5'- r
4'- 8"
4'- 5"
4'- 2"
3'- II"
WIDTH 'y('
E XTRUS!ON
2"x 2". 0.044"
= 36"
42'
48"
54'
60"
66'
72"
g'_ 2' 8'- 6' 1-11' 7'- 6' 7'- l' 6'- g"
2'. 2'x 0.050' 10'. 2' g'- 5' 8'-10' 8'- r 7'-11" 1'- 6" T.2'
r. 2"x 0.093' 12'-10' 11'-10' 11'- l' 10'- 6' 9'-11' g'- 6' g'. l'
.rl t. 0050' 10'- 8' 9'-11' 9'-.r 8'- 9' 8'-.r 1-11" T.6'
2"x 3"x 0.050' 12'-10' 11'-11' 11'.'" 10'- 6" 9'-11" 9'- 6" 9'. ,"
3'. 2". 0.070' 13'- 8' 12'- 8" 11'-10. 11'- 2' 10'- 6' 10'- I" r. ~
NOTES: GlASS ROOUS: THE ADOlrol Of AN AlUIIIN\JIoI FRAME/GlASS PANE ..
FRAIoIE SIZES INCREASES THE STRENGTH Of THE UPRIGHTS TO THE PaNT 'II-
STRENGTH or THE WINDOW AND UPRIGHT YIlU. HANDLE Yl1N0 LOADS. THE IlII
FOR 100 AND 110 MPH WINO LOADS IS r x 2. . 0.044' AND r . 2' x 0,(
AOOlTIONAL 2'. 2' 0.044' SlWS SHAlL BE ADDED UN!lER THE CHAIR RAIL
TABLES \lAY BE lNTERPCtATED FOR 000 ()IIl[NSI~S THAT ARE BEl1lEEM TI
--~~----~~;---------
6'- 5' 5'-11'
5'-11' 5'- 6"
5'- r 5'- 2"
5'- 3' 4'-10.
5'- O' 4'- 6'