261 NE 97 St (5)7G.130C
MAX.
4.3.000 -
ntA.Y. Or./ CENTER
••P, rtE m,A k 5LL
2.) CONF:GURAT10NS: Ox
.3.) DESIGN PRESSURE RATING. SEE TABLE
4 ) ANCHORS:
MAX 5 3(4" Fa op., EACH CORNER (HEAD & SILL)
MAX. 6" PROM EACH CORNER (JAMS)
MAX. SPACING AT HEAD SILL: 13.000
MAX. SI'ACtNG AT JAhM8S: 13.125
5.,`. SHUTTER REQUIREMENT:
, (o SHUT FRS REQUIRED
6.) REFERENCE TEST REPORT: FTL -1889
53, 1 25
MAX.
_LARGE A'fISSLf IMPACT WINDOWS
1. ) GL,4ZWC OPTIONS: A. 5/16' (.350) LAMINATED GLASS
(1/8 urine °fed /•09D (ifm/ 1/8" orrneoled)
Q. 5/1 6 ° (.350) L M NATEO GLASS
(1/8" het) f strerrg!hrened /090 (!lent1 /5 heot strengthened)
�_. J
1
1
8.300
1
13 1 /8 ON CENTER
6
1TE✓J,
/
Robert L. Dark, PE.
PE #39712
Structural
DESOR;PT10N I V. T.
1 FLANGED FRAME 11Et0 _2i!um. 6063 -T5)) 612225 1
FLANGED 2 ANIGED FRA1.4E SILL ( Alur 1. E -T5 (; 1 2225 1
.3 FLANGED FRAME . )4I,t9 (Alum. 6063 -'5) 612222 2
4 FIXED ifEE rIi( R1fL 1Afu^1. 6063 T5 TT63 ?22£' i
SASH TO' RA%L (Alum. 6063 -T5j - 7E 1222,?. 1
SASH DOTTC.1,/ RAIL (Nor (3062 -7i) ?2230 !
7 !ASH ! 11)E PAIL IU »n. 5063-' 5 6122.31 2
1 8 GLAZiN(, BEAD Tlum EUt33 -75; j 554571 8
� g w Arl E1'S7Rrr^ A;rdrl L ULL� i :37P 4 .K i r•; ; r ;:cr �!:>?:
101S1LICG1, r c>1L36:.
11 15 ,7ir x.350) 'SATL BY StiLLIT:I. ;1:TCRu11E r
! /' /16'. «35e. 1•,%f� UI' )f 7 RVL ' r"ERi� ^, , E �:
13 x '���� f�Hi� 7
( j 65EFFA4 : !r
4 E'h'EEI'
INDUSTRIES
1070 TECHNOLOGY &.RiV
NOKO1J.6, F'e_ .34275
P.O. BOX 1529
NOKC)M S, FL .34274
Reysr ?y:
F.K.
Fev,d : ,-•
0.8.
Dec fkn ey:
0.8.
0o s criA,iorl:
QTY. % LOCA7rCN
•A?CC
DESIGN P cif- `(AT,, (3
t
SN- 70 1 ! j i)
I
l
5X,'6 L1'/r;J7.TED 5/ LFI' ':f TE
Yi/ Afd'i &ALED GLASS N.;/ NEAT STRr +,(.17 = , rE "O CL4SS 1
WATER INFILTRATION WATER 1'Vr!LTRATIC;J IW,s r;L'; •,:Ti i 4'� 7 L.R i!ijii.. 77'_)..t
RE(X! ;REf1 NOT T£OUn£0 i R D NOT :r= OU!!iEC
-50,0 +50.0 -50.0 - ( •50.0 I -80.0 ^ -!-55.7 - 30.0 a co i)
EL F AT! {)1V -'ARTS
Doff.: T.'evsie•,s'
' 11 /Q r TABLE, EXTR.
!Tel SiOr, s:
VENDOR
AL AF• -12225
,; LUP/4X AF - 12226 -J
' L UM4X I Al- 12227
ALLil.!4.< - AF- 1222e
AL + - - '. F - - t 222
fe.LLLyA) /J"- 122.70
ALL1 /.F- 12.2.31 '
A:_.'1,/,%X / 534 0
T 1'J:5 S 7. = -?17
D•;J
VENDOR 7 4
f .T. tS •. N:. I
l• ----t
Z
• ' .1 r ... ! , r;r 1��i .1./, '=J
I CO
� , ?J 4} 5 P 1 - .L Hi. i7,!."7 .. ;r<r - ..._ .‘✓r : ,• ;jI._ ;11 ! %.'. T1_'... '
H Vr:t r r J4 Ai 4
' P Ell t.j' . iJbF 7 - T.. 1 ?2 r^ /c� .1 . f "11. r c 4,, .4.1-1 tTl r.
ii T -7 .3 %r Lt-;.L h . Tr;! - ( . 1 ~ /, ,Ii .J7 4'. �� r '_�
, 1 rI'L4 - 'v; YL G_JL_�? \.SASH G!n[ I (I: - .,t. ; r _ /J,! r/ i . _.� j 7!
:9 S/:SH TV Cu ::r i . �.._ : ,f,� ; r: - � �' 1
, :,.t t � --1
[ 21 11 /•!JCE COYER 12 ! r: . • ecc 7 ::',:?!c r.c+:' 1rr. ;G_
L: dAL,1;.iCE I 1.2 i (7 e;t. (r-....;:.. 11' ., :C :i_r
13 i 4'�nl fyFR$Tl?rP - PrL1: 1 f!'Q .l. 5 1 06: t4' j'. , , , ft ! r "1 , '� _= !LL i n r
r%, 5/ C -! = A Cr GUIDE 7 7 *' ' f. / ( r { 1 f L .. `� •� 7
25 X Go P1; L. FLT. HD. .75Y '2j FA i r u - C .! < x , ` -� ., ,?;-:/-..,c-,
25 ` ,;.5.- ST(%' (Ah:m. 1'063 -750 h7 22�'4 i. f,?.: rc ( 1... ` .3_�,) f!•A !tii -.J: I , x
27 la x P.CCO .'1''L. P. SUS l a. irF.: i i.., �C <S V , ...f !•.5 5., w� T '. ='!,! 7S Ft- I.; 1
1 :9 r'i'!lt'OL O,4) A r;APTE (PLA ST'f ) I, 6120: 12 i ,r.° 'l '_1 ,..,, tie .. '7 r , %;r - 1
L !cam 1'
1 5
ALUMINUM SINGLE HUNG WINDOW
SeriG Sj MetlG:' sco %Cr SJ-.eeh Oscwin NC
7 of 4 040
_Tr,
1
w
CO
76 i00
i37 J
Iry ; � . 7i VE
i
2.784
.655
_EXTERLF o° I GH NC
.� 8
2, 784
RcrFRC. NCE TES; PE POR . FN.— 89
ROUGH
'OPENiNC
.500
34. :500
r_3A 0,=1;
AC; )\ /L
2. 3_30
34.500
OA.YLCHT
0p/..I' 0
INTERIOR
RO L
OP r
Q ,
VERTICAL SECTION
E, � L
N rL1
3. 725
49.625
DAYLIGHT OPENit,!c
45.250
C:4YLIC.HT UPE r'G
r;
J
P ,�rT 1 ��� Tin
r0 1ZC AL_ IC
419
1070 TECHNOLOGY OR NE
NOK01. ?JS, FL .34275
Robert L. Clark, P.E.
INDUSTRIES
PE t#3971 P.O. 8ox 1529
NOK0115, FL 34274
SMIC. 111
.�.nn•r.n.1.. r.nr.. -. v. '
Dee: j ?er's eos
1 TB, TABLE, E /TR.
O e PtvtS,V..t.
6/
f.ko n 9y:
D.B. 2
bt cri
SECTIOA; S
roe:
ALUM /NO A! SINGLE
$er:es /Uo_'tl. � S7c7e: I S`•ttt
SH -701 I NTS 2
rit.ODUCT flE if,3
All 0: :cr.Yr,xc r�a1
-. . "/o
W
!�. i:aYC� .
T_
!V C WIN V,'
Orowiny h'0.
40
- H
T
1
co
cso
7'•7
. ,�:
LT
.062 --
l
1,165
. G� 2
2. 784
1,348
tS
--
1
11
. 7 05 '
1 ) AL iM. 6063 - T5
1. 187 H
.O62
J 2 C'29
'j
7. 403
1
) ALUM. 6 !O" ;3 -T.5
ALUM, 6063 -T5
.050
REFERENCE TEST REPORT: FTL -1889
7.057
.6:.5
1
Ca } ALUM. 6063 -T5
ft h
, I `
. 062 —�'
2.784
A! U1, 6 06,3 -T5
5
,
!= 2.274 �1
i
J 1 ?�—
r . 062
,.707
r1 ALUM. 606.3 -T5
.678
2.7
I 1.451 -
.490
1 . 062 -
1 .1 23 �-_—
( .3 , ) ALUM. 600 -T5
��— 2.325 --��
1511 - 1
1.9 9
.062 !
��rzn A
-{� 7.35;'
(7 ALUM. 606.3 -75
///
/'
7.523 -
- -- 1
--a
ALUM. 603.3 -T5
e/
Reber' L Clark, RE.
PE #39712
Structural
. 06^
INDUSTRIES
070 TECNn'OLOt:,' DRivi:.
!•)OKOuJS, IL 34275
P.0 EOX 152%
NG•KOJJ?S, r .34274
3"
•
,r1
\ s% I
RerSL
F. K.
El. se Br-
D. N.
Orc,vn ef:
9.8.
Oascnpt�on.
EX TRA1 S /Ot.JS
Tr•e,
•
$Irks /rrode1:
SHJ - i
f I
` / /
5. , , =:1 EL9 C F7. 1 \
ENT , = r ', . _ ... r---1- '- . , �1
C� LA .r',_ - :
�A,rr r�;� )� „ � T _ � J ! ' - ja y �`R 1 : 7 � J ., , \ ' , /'�. _r (_, ,n ,te n r
., JL r r
Oct re,s;crs:
1 07 1 / + i Q _ ?t?, Ti'.5LL-,
Octe o,
Ocic:
2;'9/98
Sce1e: 3 S>,tet:
-f 4
EXTR.
♦A,
R
i'
Q GLAZ /!'�'G OPTIONS
AL UM/NUM SING! r H U!VG W//VD Vbi
O , c wtn3 k
4040
CsD
I
1
ifi' .~' u-,
co
v
0
1
0
x 61 cJCJD
LZJC ' o0
N.
c
7)'P N,E
1/4" TAP CON —,
r I
I i � • i �.
TYP,
r
rte
1.250
D L,
_I
/ f. T A. 1.ON
X50
MAX.
1.50
REFERENCE TEST REPORT: FTL -1889
2 x WCA
9
TYP. SILL
1
1
: '
—.�-
-'` —t 1 ,
u ;
T YP. kQ
-9
1.500
p o •
r— i50
MAX.
N 2 x 11'000
BUCK
nc0
•
MAX.
j72 PA1') F4
1'
ltu�cn L. Clark, PE.
PE 13;'712
TYP. JAMB
i -� 1.250 ,-.=,—
INDUSTRIES
'070 TE:NVDt0.7Y DRI41.7
140K (..);;VS, Ft 34275
F.G. L90x ?529
.N'OXPN ?S, FL „4274
c
c `
W00,0
l� ^ vs4 0y: riot : �!?[ -,�. •
- 2/71 /0r 71.3, TA8i_E,
3M. 5/183 /98
trc14: -. 3y: Cc: c:
ru4:
D. 3, 2j1, /98
T CSt rip;ign:
ANCHOr;A
Ff ;ES /JAOde f.
S ' --7C;
cQrO.
1T!
1'
eft; l'
or 4
,A i I A , 1 I ! t,A'1 SI,' , L EN G 1/// ND 11/
i SGT
EX, TR. " ' s7t�"f ^,r:v .a f , , EE tti^
No.
4040
— r
-- s
0
3
m
C/)
(0
oe
0
CD
GLASS OPTION 8 DESIGN PRESSURE RATING (P.S.ri)
mNOC)4
WWDTH
WiNDGw Hg7G/47
i
50.625
56.000
63.000 1
NEG. P05.:
NEG.
POS.
NEC.
PCS
54.000 -75.0
75.
-75.0
75.0
-75.0
75.
6S.000 -75.0
75.0
'
- 75.0
75.0
-74.2
- G5.2
74.2 !
55.2 j
r - 12.00 0 - 75.0
73 0
-7.2.8
72.8
74.000 j -75.0_
75.0
L -70.?
70.2
-62.7
62..7 __I
T
63
MAX.
52 50
f -
n
4" (S :L NDTE 4) 1
1 1 MAX. -- --
ON
CEN!ER
N
A 3
A
36. 125
N
I
SEE SHEET 4 OF 5 FOR SEC IONS & GL 4Z'NG OPTION DETAILS
-1- -H 1
+
1
I
74"
MAX.
(SEE: NOTE 4)
36. %.25
-- - 5 MAY.
5 ' MAX
-- I
5 MAX.
Roberi L.Cl sk. PIE
.
P� t3Y312
s 1.1cIL1r 1
1 ARSE ,k4iSS /i E IMr WI'hi0()V1VS
7.) CEJ4.2iNC OPTIONS: 5/16 (350) (.AM!NATi.O GLACE: W/ W/ /AGPANTO SrrLEY G?
DUPONT PV W /BUTACf 1NTE
.�'i�a'f� R.
A, 7/8 HEAT STRENGTHEN Gi SS. .040 ME TERLAY7. l /3" r;� /.T .517.“: ;THrr,'1�
8. 1 /5 ANNEALED GLASS, .090 TNTEALGYER, 1/8" f' "Ii1.CEl vL�SS
2.) coNA'CUP.;r,o,s. XX
3.) TCS.'GN PRESSURE RATING:
A EGR G1�5S QPTiON A (PET Sr,RENC HED) ALL. S Ai E
5. FOR CLASS OPTIDN 6 (ANN& LED) SEE 7A &LE.
4.) ANCHORS:
1✓,AX. 5 r RR OP EACH COi
110 SCREWS - 2 ANCHORS 4" APART, FROM EACr - MEETING
3/ 16 TAPCONS - • 1 ANCHOR? 4" rR01.4 `4CH /JEciiNG R.Ar-
MAX. SPACING AT HEAD 4 SILL: ; , -
MAX. SPAC NG AT x'44 BS: 7 1
S.) SHU77ER RF_OUiPEJ.SCNT:
NO SHUTTERS REQUIRED
6.) REFERENCE FESr REPORT,. FR-2246
ALL S 5 1 Z ES NOT SHOWN ARE /-- 7,5 P. S.
INDUST IES
;;;7o rEcl?NGLOGY ORlbc
NJKows, R. 34275
F.O. 90X 1529
N OKOMIS. FL 34,274
Acv-_ cry. •ctc: Rcvrs;o "r.
F K. 11/6/01 ADD SHT & TABLES
F.K. 7/30/01 TB & EX Tr?.
1 Grcrr. 8f rx,,
I D. 8. 2/13/98
DCtLTr (i),1
ELEVATION "XX„ C \!F1L.
rit;c:
ALUMINUM CA S L.-A4 ENT
V
Ecnc /U e1
C - 700
Ode
rnV ! S j i cr 5
4-/- 75
1
n,�
/11,4 '`'"AC 1.
APPRCVED A‘s cOht. ›.Yru;
SOUTH FLOR?OA BUILD NG CODE
AAT ��1 ), l
. -. -. ,72; i .rte r.rf;l;tfY
EUIZD1NG COt;E CoYPUANCE
ACCEP'.ANCE Np. �i - fto'r V
y / I . J C
-
5" MAX.
T'I'P.
72" MAX.
32' MAX.
SEE SHEET 4 OF 5 FOR SECT, & GL.4Z(NG OPTION DETAILS
i
1
l 1 " MAK.
ON CENTER
1
5 MAX. —�
i /
Rohcrt L Clark, PE.
PE 0'3`712
Structural
LARGE MISSILE IMPACT W, NDOV /5
1.) C1A.? NG OPTIONS: 5/16" (.350) LAMINATED CLASS w/ o .s N TO
DUPONT PVC? W /Bu7ACITE INTERLAYER.
A. 1/8 HEAT STRENGTHENED Glass, .090 [N'TEPLAY0R, 1/3" i -+,JT STi•CNGTii t'' D
13. 1/8" AIJNEALED GLASS. .090 'NTERLAYE 1 /G' A''NE"ALro CLASS
2.) CONFIGURATIONS: X
.3.) DESIGN PRESSURE RA.TNIC:
A. FOR CLASS OPTION A, (HEAT STRENGTHEO) ALL SIZES ARE a/- i 5 P
8_ FOR GLASS OPTION . (ANNEALED) SEE TABLE.
4.) ANCHORS:
MAX. 5" FROM EACH CORNER
A AA SPACING AT .','EAO & SILL: 1 i "
MAX. SPACING AT JAUt3S: 1 1
5.) SHUTTER REOUIRD'ENr:
ND SRUTTERS REOUIRED
6.) REFERENCE TEST REPORT: FTL -2246
GLASS OPTION 8 DESIGN PRESSURE RATING (P. S.F.)
1 WINOQW HE/GHI
WINDOW' 68.000 1 70.000 72.000
WIDTH 1 NEG. POS. NEG. POS. NEG. POS.
23.000 1 — 75. 75.0 — 75. 0 75. — /5.0 /5.0
32. I — X5.0 7 — 74.5 74.5 — 72.5 72.5
ALL SMALLER SIZES NOT SHOWN ARE +/- 75 P.S.F.
INDUSTRIES
l 070 TECHWXOCY DRIVE
NOKOwrS FL 3
P.O. BOX 1529
t%O+iOU15. F2 34274
Revs? 8
F. K.
kc,,?
F. K,
Dc
0. 8.
oc ipt on
Pate:
?/6 /0
T Jala:
7/30/0 1
pct.":
2/13/96
ADO SHT &- TABLES
Ti t�iyo "s:
TB & EXTR.
ELEVATION "X" CC,NF7C.
SAFL EX Op
APfiROVo AS CGU PLYiNG',1'[%? -! 1145
SOU71-I FLORt3A EUa_UNG CODE
DATE ":kif
PY t
Pf Z 3 CO 1. OL L�tV.S
au1WNG CO E cOUPUj 4 F Of'F+ct'
CCEPTANCL- t , i l 110. a -U1
ALUMINUM CASLMEIYi iMPACT YY!ND0
Scr:c.jl(odet: Scoa:
3 r {
c - 700 NTS 1 2 or 5 .3`
T rPrt_ L MAIN
FRA F CQP! &B
REFERENCE TEST REPORT: FTL -2'46
11
TV:LC4.L s,a sx >iEa
POT 7 i
50228
69999
3 6a 5
4 1 PQA 1 SCREW 5 7CCRNMLG
6 7COf ?N.4�51,-!
7 4 0'12
8 60200K
9 50150K
10 6FR.MBK
11 49004
12 ?WEEP
13 7G�0R/
14 /TR K
15 7CEHG
16 710516PPA
17
18
19
20
21
22
FRA!�E NEi1DS1LL JA.9
FRAM MEE Tfr; G RAIL
¢ 88
78
SA_SH HEAD, SILO, JA4r8 [IMPACT)
x W PAN ND _ QUAD.
LG. MAIN FRA4, COINER KEY
Sld, f. FRM /SASH CORNER KEY
PLASTIC MAIN FRM. CORNER KEY
W. ST RIP .190 .r .200 OLON
W.STRIP, .190 x .150 OLON
MAIN FRAME BULB WEATHERSTRIP
SASH • LOCK
SASH LOCK KEEPER
L CASEMENT OPER. RT7LEFT
A OPERATOR GUIDE TRACK
STANDARD Nrh•GE
10x51 16 SCREW PAN Hut. PHIL
72 6)
5/16' .350 '. MGN_.ANTO „NTERLAYER
5/16 .35o_) :v /cuF'oNr JNf[?L4 YLF?
8 EXTRUDED GLAZING BEAD, 5/1 6
SILICONE
Rohm L. Clark, P.E.
PE #+9712,
Structural
DESCRIPTION
II I DA L
-- - - - -- 1 ALUI.4AX
FOAL
rno(n frarr Bosh ossy. screw i1 FASTEC 'NO.
i PRF_CtS1ON FAG.
i PREC[SIOV FAB.
VINYL -7CCP. / PCT
SCNL E'GEL CORP.
SCHLEGEL CORP.
1 PROTOTYPE PLASTICS
LOCATION
VENDOR VENDOR 4
CAS-444.5
C.41:- 44207
LAS -4455;
0?OQx!
8 (3) f(ot vent bottom & sido rorls) c; sCx 1 c
4 4 . In room frome) FP-1/6 BLA K
2 2 I In. fr. jomb, 12' from ends r'✓INYL -TECH. / P01 49904
�Qrvent mtq rail, 12" from e.rds I TRUTH HARDWARE 220&.000 0 lower right fro Coe) {TRUTH HARDWARE 2„ - ;0 -23 -002
�, H w r
(1 'er operctcr) ! TRUTH N.ARDWARE ,39175
2 1 (operotcr /h
rgnt ac r'n me q,e/ ners scr ews �TJ ,rTf /ERC ) N,4.1'NTS Ov'• ( ASAI {E TENSR 3.'3.10.00,10 !
2
+?r
ALU H.P.•S.
N P.: .
2 1) 8 (4) � MAX
DOW CORN,'NG 5 o
o7..;ci
653616
52899c
5 SM55 W SEAM SEALER 599
NOT; OT 'S IN BRACKETS ARE FOR X CON1
*r
INDUSTRIES
r o7 ci UECu.NoLOGY ()Rive
NOKOM'S. FL 3
P.O. BOX 1529
NOKOtdtS. 1"L 342
Re.-16 8
F.K.
cv d
F. K.
Or✓.n By:
D.Q.
CtScrip ton:
o Cc:
11 /6 /O
7/30/01
211,3/98
Peti;trons:
SHT NO.
Rtt+r;o n s:
TB & PGT P /Ns
AK CUEOAS COtt LYr2t* •!t`�F
XIUTH FLORCA tvKfSxup GGC.t
DorrE t 1 l
-kODJCi C O {- Rot ottn`rr k
E COCE COtAPLUtiCf OF )'1C
ACCEPTANCE NO. d • 11 C 61
PARTS UST
'rre:
ALUMINUM CASEMENT IMPACT WINDOW
Scr :cJ %Uoc�rt: Sc�k: SAcet: Gmrrny No.
C -700 1 NTS 3 5 1 3,:9
Few
53" MAX.
HEIGHT
REFERENT E TEST PE—Pa'?T.• 7± —2246
SECTION A —A
.250
MAX. SHIM SPACE
55 1/2 MAX.
0AYLIGfiT
OPENING
O
/7/
G/t j
Robe jt LClark, PE.
PE #39712
Stnrc,urat
SECTION 8 -13
1/2` GLASS BITE
iNTERL4YER (SEE NOTE)
NCTE: INTER!AYER IS .090 MONSANTO ..&FLEX OR ouPowr W/ 8UTTCfrE
GLAZING OPTIONS: 5/1 LAMINATED GLASS
INDU S
7070 TECHNOL DRr✓E
NOKOMIS, FL 1
P.O. 80X 15.29
NCKOMIS, A J4274
74 - MAX. 4 OTIH
7/8" At1IvEALCO
G
GLASS' —
7 /2 Gl.A SJTE
.090 IN TER LATER (SEE NOiC)
7 / 8" ANN& LEO Gy,SS
Rc 2y Dc :e: RC )1 r:
F.K. I 1 7/6/01 GLAZING CET.
Pc-..d 8y: III (0(Q: Revil Kin 3:
F. K. 7/30/01 rro & MAX. OW .
Dr: we, 9y acre:
C.P. 2/W93
/93
cm,-;p!;3‹,
SECTIONS & GLAZING DETAILS
APP &s GO'APLYZ NG 47TH rt C
DU{ C; °RADA E.A. D5?-iG CODE
uircf i / {
PUIZIK43 CODE CO4FJJAHCE C=FiC5
AC' NO. 0 1 ' 0i- b 1
ALUMINUM CASE /t/ENT 1MPA0T. VVIND0kV
j C -700 l \'TS I 4 of 5 f 359
J
Re .:
i 0 PANNEAC
ti
k 7r
BUCK
I
'
t .3/16" TAPCON
NO C SINK REQ.
(NOTE 2 )
—1/4- ;/4
MAX. MAX.
TYP. HEAD, SILL JAMB
NOTE: T. REF r ,RENCE TEST REPORT 1L -2246 & COk'IP. ANALYSIS
SHEETS FOP, ANCHOR SPACING & START /NC POINTS.
2. JSE MIAMI —DARE COUNTY APPROVED TAPCON'5.
/4 —
4 ,
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TYP. HEAD. SILL JAIME
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;070 TECHNOWCY aF?N[
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NOTCH ANGLES TO
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OR TRIM
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2 -5/8" LONG
Jib
— 11-.1E5
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! NCH'O:RS TYPE. R'
1
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2/ ANGLE
°
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Ergr: DR. HUM,AYCUN FAROCQ�
STRUCTURES
FLA. PE # 16557
M ULLION —
BY
NCHC
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ALUM ANGLE—.
3-5/8" LONG
PRODUCT RENEWED
ACCEPTANCE No. o f —(Z( F.01
EXPIRATION DAT• _g.1j
PRODUCT CO■i'ROL DIVISION
BUILDING CODES COMPLIANCE OFFICE
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•
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MUST SUSTAIN LOADS IMPOSED,
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drawing no.
M95 -08A
20 30 40 50" 62 70 80
TRIBUTA�tY WIDTH - INCIIES
TRIBUTARY WIDTH = wi + W2
ANCHORS
TYPE A,B, OR C
ANCHORS
TYPE A,B, OR C
GLAZING
PRODUCT
GLAZING
PRODUCT
GLAZING
PRODUCT
MULLION SPAN
VERTICAL
'MULLION
GLAZING
PRODUCT
ANCHORS
A,B, OR C
W2
r HORIZONTAL MULLION
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PRODUCT
t
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FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3.
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TRIBUTARY WIDTH - INCHES
Engr: DR. HUMAYOUN FAROOQ
STRUCTURES
F' A. PE i 16557
NU L1 i'N
2 "x2' :I Liu TL,x; 1
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WIDTH INCHES �
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RECT -C
BY
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20 20 40 50 60 70 Bel
TRIBUTARY WIDTH - INCHES
213 30 40 50 6,0 70 80
TRIBUTARY WIDTH - INCHES
PRODUCT RENEWED
ACCEPTANCE No. 017/ Z l8, of
.EX:PIRAZION DATE Jkfl
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BUILDING °DCT VIS`ItiN
COMPLIANCE
U
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TYPICAL
WINDOW FRAME
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1
STEP 2
STEP 3
STEP 4
$T 5
DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING
ABOVE LOAD REQUIREMENTS.
USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
SPECIFY MAXIMUM SHIM SPACING,
USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH
DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
i�
I
lil
I I
I
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USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS
STFP 6 ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
TYPICAL
GLAZING PRODUCT
1 X2X 1/8"
ALUM TUBE
3,000
1 X 3 X 1/1 6 X 1/8"
ALUM TUBE
4000
1 X 4 X 1/16 X 5/32"
ALUM TUBE
I
?,000
DEC 1 2 2001
Engr: DR. HUMAYOUN FAR004
STRUCTURES
P.A. PE 16557
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES:
1. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST
MEET THE APPLICABLE DADE COUNT( REQUIREMENTS
I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY
RESISTANCE, SAFEGUARDS ETC.
2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL COVERING (STUCCO, TILE ETC.)
3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT
TO SEPARATE ENGINEERING REVIEW.
4. ALL MULLIONS TO BE ALLOY 6063 —T5.
PRODUCT RENEWED
ACCEPTANCE No. 0/40
EXFI ATION DATE. LICkry 22 2 007
PRODUCT CONTROL DIVISION .
BUILDING CODE COMPLIANCE OFFICE
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TURN OVER 4- HOURS
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UPLIE"T CALCULATIONS
ELEV. TOP OF POOL WALL
DEPTH OF POOL
ELEV. TOP OF MAIN DRAIN
FLOOD CRITERIA
UPLIFT
LESS 2' HYDROSTATIC VALVE
NET UPLIFT
BOTTOM SLAV. THICKNESS
18"
12" 12"
STEPS DETAIL
NO SCALE
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18" TO 36" BELOW WATER
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NO SCALE:
BKEAKER SIZES
PUMP ' AMP - P
LIGHTS 1S AMP 1 P
GFI 1j AMP P
4°
V.R
FPL METER
CK'BULLN
2' HYDROSTATIC VALVE
3/4" GRAVEL
NO SCALE
RECIRCULATION PUM1
SELF: PRIMING
i HP GPM
NON METALIG RIGID
CONDUIT TO JUNCTION BOX
# 8 IMRE EOPPER WIRE
BOND T.0 POOL STEEL
HOUSE PANEL
3-# 12 THWN IN 1/2'C.
2 "CERAMIC TILE STRIP
IN CONTRASTING COLOR
SWIMOUT RETAIL
NO SCALE
BASKET CAPACITY 75 5I
•_±_±mn t
war.
wN . -..
_w
SICTIONL(NE 2" e
CONCRETE
#114 THWN & 1 # 12 THWN, 1/2! C.
I �2 HP RIME
ELECTRIC f?ISEI? MMACKAMl
POOL COPING
CARTRIDGE EILTE 1
IZO5F..
EQUIPMENT ISOMETRIC
NO SCALE
ELBOWS 2" - 45
110/12 VOLT.
TRANSFORMER.
18 "TO
AIR RELIEF VALVE AND GAGE
ADJUSTABLE U D
JUNCTION s3OX
U.W. LIGHT
vv WATTS
12 VOLTS
�b
N
CONTRASTING TILE
WATER LEVEL ALL PIPING TO DE PVC SCHEDULE 40 AND BEAR THE NSF MARK OF APPROVAL.
WEIR
CERAMIC TILE
POOL WALL
SKIMMER. PETAIL
NO SCALE
SWIMOUT WALLS AND SLAB
SAME THICKNES AND 5TEE1,
THAN POOL WALLS.
GENERAL NOTES
ALL WORK SHALL COMPLY WITH SOUTH FLORIDA DUILDING NATIONAL ELECTRIC CODE AND
OTHER APPLICABLE LOCAL COVES.
50i L STATEMENT
IN A VISUAL W5I' 6TION OF SOIL CONDITIONS AT THE JOI3 SETS THE FOLLOWING MATERIAL WAS
FOUND IZOCC . A 5011. BEARING CAPACITY OF2,000 PSP
HAS BEEN ASSUMED", IF OTHER CONDITION 19 FOUND IT SHALL BE CALLED TO THE,ATTENTION
OFfHE ENGINEER FOK PROPER CORRECTION.
STRUCTURAL NOTES.
1. SWIMMING POOL SHALL BEAR ON ROCK OK UNDISTURBED 'SAND AND WALLS SHALL DE
GUNITED OR SHOTCRETED WITH CONCRETE WITH A COMPRESSIVE STRENGTH OF 3,000 P51
MINIMUN AT 20 DAYS.
2. CONCRETE DECK WHEN INSTALLED UNDER THESE PLANS TO HAVE MINIMUM COMPRE55IIVE
STRENGTH OF 2,500 P5.1 AT 28 PAYS.
3. ALL REINFORCING STEEL SHALL BE GRAPE 00 IN ACCORDANCE WITH ASTM A -305. STEEL
SHALL l3E BENT, SPLICED AND PLACED IN ACCORDANCE WITH ACE STANDARDS AND
SPECIFICATIONS.
PLUMDENG NOTES
2. ALL SUCTION LINES LOCATED BELOW GRADE TO HAVE 45 ELBOW DEWS. ALL SUCTION LINES
TO DE 2" DIAMETER AND ALL PRESSURE LINES TO DE 1 1/2" DIAMETER, UNLESS OTHERWISE
NOTED.
3. DISPOSAL OF WASTE WATERE SHALL CONFORM WITH CHAPTER 50, SECTION 5004 OF SFDC.
SURFACE GRADING SHALL CONF=INE PONDING WATER WITHIN LOT LINES AND SUCH PONDING
WATER SHALL NOT PERSIST FOR MORE THAN ONE HOUR AFTER DISCHARGE.
4. MAIN DRAIN TO HAVE A FREE AREA OF FOUR TIMES THE AREA OF THE SUCTION LINE.
5. WATER SUPPLY AND DISPOSAL SHALL DE INSTALLED IN A WAY 5O THAT THERE 16 NO CROSS
CONNECTION WITH ANY DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEMS.
6. HAIR AND LINT STRAINER SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA NOT LESS
THAN FIVE-TIMES THE AREA OP 1 "HE SUCT ION LINE.
ELECTRICAL NOTES
1. ALL ELECTRIC WORK SHALL 13E DONE IN COMPLIANCE WITH THE NATIONAL ELECTRIC COPE.
ALL METALLIC COMPONENTS, FIXTURES AND EQUIPMENT, REINFORCING STEEL, LIGHTING
FIXTURES AND FIXTURES HOUSING, METAL PARTS OF LADDERS, HANDRAILS, DIVING BOARDS
AND SUPPORTS SHALL BE BONDED TOGETHER AND GROUNDED TO A COMMON GROUND. THE
BONDING CONDUCTOR SHALL•NO DE SMALLER THAN #'8 COPPER. ALL ELECTRICAL BONDING
AND GROUNDING SHALL CONFORM TO ARTICLE 0450 NEC.
2, NO OVERHEAD WIRING OYER OPEN POOL 13 PERMITTED. MINIMUM DISTANCE FROM root. 1510
FEET.
3 ALL UNDERWATER LIGHTS TO DE 12 VOLTS.
ADDITIONAL NOTES
1. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1 - 800- 4770 SUNSHINE STATE ONE CALL
CENTER OF OF FLORIDA.
2- TO COMPLY WITH SFBC 5007.2, OUTDOOR RESIDENTIAL SWIMMING POOLS, SPAS AND HOT
1U55 SHALL DE PROTECTED WITH A PERMANENT BARRIER. THAT BARRIER SHALL BE INSTALLED,
INSPECTED AND APPROVED PRIOR TO PLASTERING OK FILLING WITH WATER. THIS BARRIER
SHALL MEET THE REQUIREMENTS OF SFI3C 5007. (a) NUMDER51 TO 9. (BY OWNER)
3- TO COMPLY WITH SF13C5007.2 (1D), (aa)
WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER, ALL DOORS WITH ACCESS TO
THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN
AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN 15 BEING OPENED. THE ALARM SHALL SOUND
CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR 15 OPENED AND DE CAPABLE
OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD IN THE DWELLING. THE ALARM
SHALL DE EQUIPPED WITH A MANUAL MEANS OF TEMPORARILY DEACTIVATE THE ALARM FOR A
SINGLE OPENING. THE DEACTIVATION SWITCH SHALL DE LOCATED AT LEAST 54 INCHES ABOVE
1 HE THRESHOLD OF THE DOOR. (BY OWNE=R)
4- SFDC 5007.5 & ANSI /NSPI 5. SPECIAL PROVISIONS.
ALL SWIMMING P0015, SPAS AND HOT TUDS AREAS SHALL DE PROVIDED WITH A PERMANENT
SAFETY WARNING SIGN IN A READELY VISIBLE LOCATION FROM THE POOL AREA.
EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW WATER DIVING, PREVENTION OF
DROWNG AND INCLUDE THE FOLLOWING STAMENT: "THERE 15 NO SUBSTITUTION FOR ADULT
SUPERVISION OF SMALL CHILDREN. IT 15 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT
RENDERING CHID SUPERVISION DE TRAINED IN ARTIFICIAL RESPIRATION AND /OR
CARDIOPULMONARY RESUSCITATION (CPR). (BY OWNER)