1470 NE 101 St (3)t x, '100.00' CH- 99.99 A
20.5 ' 'L
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1CAti- � t l�y�•
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Pt as 7 OF re..Acr °r
/4 1 ORE'5...- P4:1? Ei774
V/10'16:h" . aF 0416/9/ 5H0R6S • 7 D ' " ...
According to Piiit t3a �;.�lt.:..J4. ,. 4?cs; t ., ... Qt
the P'ubiic Records of Dade County,. F4 a
SURVEYOR'S CEIi ION: VU %t herel ),
certify t 1i t the "Sketch of Stir- .
ve " of the hr;. :,
edge :! ii` ;E: ::'pit! o.il.,.lJ +" I; di i:ridQt
our i!frct n.
.t, f;1NU i.D W M cr TO •i & :AE QCi : ES,
•
-
'NOT VA N'L,E'r' ,LED
•
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- - 13,71
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51 14,
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r.
STREET
I
t
N. is S.
T
P;
RESIDEN t
• a %,
48 HOURS BEFORE DIGGING
BROWARD • PALM BEACH • INDIAN RIVER •
ST. LUCIE • MARTIN COUNTIES
CALL TOLL FREE
1- 800 -432 -4770
U. N. C. L. E. UNDERGROUND UTILITIES
NOTIFICATION' CENTER
,,J CI /c /
i i ) >t L. : L n tr2 a LT +•o�'+� u l £. 1 . • Pt 0
kr.■ • • ••- --=1:a'
" -
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I HEREBY
property
surveyed
WA T & R wA Y
HARRY C. SCHWEBKE & ASSOCIATE
tarry C. chwebke
Registered Land Surveyor
' State of Florida.
Lot 10 Block 1, REPLAT OF TRACT
to the Plat thereof, recorded in
of Dade County, Florida.
Order No. 1
F.B. #
CERTIFY: That the attached
is true correct. to the
and platted under my dire
• 1
Pres. , `�
"
5TAT cr- t ;
C3
LA
SKETCH OF SURVEY
✓ / �- Zoo
A OF MIAMI SHORES BAY PARK ESTATES, according
Plat Book 56, at Page 86, of the Public Record
November 15, 1954
Scales shown
"SKETCH OF SURVEY" of the above described
best of my knowledge and belief as recently
14`10
IV.E . I O I ST
I nO /U.E.. 101 5 T,
14.41 -I4ns LIE10I57.
1480
IU.E . 101 ST
1480 -1500 ASE, 101 5T
Q I � 51- Z. LD P oo
CJ 4 - 39
0 - 3 '
Lo 5D
E X
1 YIZ.
LILT.
ASS ILi&J A/I E 1..1
T OVE2 IZEO_UIIZED
PLEASE LOU TACT MI?
EA KEIZ FO CC f3U (LIE D
SE2VI
,
315 F
I8,IxF►.\T 5C)
p3' ZIP
12
3Z
6
BUIL 36"
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T Z �M
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1�4
PL ^
A UTNC1z,)ZAT ION t' 15SU :.D
To P3 dV E
C01 t■T.
ST2EET
A I.E‘ 1 °1
el "rL12
STD /
C .I)AS P - IHt T
14'70
u5T
41 14'7 0
iUC /61 ST
GHC CLOS,
E /w 34ZL3 -3
. WILL 5E1ZVE IN FORMAT IOIU
es
5
TAX DIST.
/3 -022
RECORDS REF.
C
PET' `KT:;
S A LV.
G R, A DD.
M TC
LL Y, L A T
2 3O_ L 4_ ISSUE DATE ENG. APVD.
ZONE
CODE
LO SCALE
0'73 -6353
2 ESTU IZE
0
•
Lt: :CYWuen¢d
ti �� — " a• ��' �dD wunikieune rc tintacon c��n ?n c� y :;z -r
a. llnerrenca. AA n'catithDrc
{ X39 cal nrm�
Q a6 M¢®rre uanatseemi ®ca.
SOUTHERN BELL TELEPHONE AND
5 MIAMI (L21) FL0R.ID
1 PLACE DUUJIED CA8LE 7D
(� O IZ[LE CT 1 R_ (i U LA rZ P LA )U Y
To c CO1\-1 D IT)DIJ - I4 LDO LIE 101 5T,
1484 /UE /DI ST
C1HC CLDS.
/w 3A Z B - 3
DU IZ.IED .SEIZVI
MIAMI 5N(7lz_ES
PERMIT rcEQUIIZED
APP20VE D 13Y
NATURE OF REVISION
TELEGRAPH COMPANY
ENG. DFT!!.
EOS lb LC_
APVD. DATE
8409 KT
MAY 1966
/OFI
PROJ. NO.
EST. OR J:O.
DWG. NO.
E
DATE
D1.5 T. EAJ
708 M LF
C_DMT P IC PULP
D73 -035.3
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- naP - %21
Z50 r - • 1.075
1 Z.* 0530o8
I= .22:0333Z
"C = L. 250 w (444 -T.)
3"
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PA4-(.d 3
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•
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3 "DlL - SLEEVE
SECTION 4 -A
2"
48'(4;44)
egirSbel
4
' •
-• rL•EMrn 4N[JJO?rN6 CLTMENT, ,c9u&y-
vLLOP 4 co ,peE5ssve S7'e'EN471.10F
13000 P.s.r. WHIN IN ze relY5)
•I
. •
SECTION s -8• ' • -
T .IPICAL • HAND C. L DET�11L5
• 1
* W4U. 82444ET TO es PivITENED w� es". 14i'MIN. 4LIJM.Dews elver 'IC4TED is 1251.93 514Ette I CO0L.BS 76NNON
FOE 8eAc er SPALINGS UP 747 30". O/E2 So" use ;/4 is ,r6"
.aGoeN NVT SLEEVE ANCHOe P.AT O /y' ea 1 's 2.96 $""e.
52o Les - ENs1 oN, ae cr5un_. ( reo spec,)
' .0,z,,Y
701Q A I F414 44,0.. S
PMIL, - - gteac..eeT- E9OTT77 J1 E4 1L
PAC. - Copp
• 1) T•rS GG L'AIL HAS SHEEN pESt6I.1ED 710 COMR_• w/r■ 7T-IG
2EOUI eerocNTS OG Tr#C 5. FL.4 - BUIL-0IN(. COP , Foe •(). UP-
250 FT d 80vE GPif DE ,GS u5TED ON CN4eT'
?� ALL. LILUM. E.(Teu5,o4-45 EH4LL. SE OF ALLOYS .45 SHOWN
1 o1J . P4 B.4OQ
CONC RETE SHALL GE`VEL.C:P .4 minim/V.14 COMPee551v5 SnYENGTH
. OF -'5C•O P 5.r. •••• ZB AavS .
• 4)ZT pore o_MrtHEO7s- +Ari7-'e EXISTING Snet,e.ruce CAN
• 54FELN 5UPPOe7 1'-(E rl✓FGSE•D 4�I�.J. .y
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55'
A
HINGE
TYPICAL POOL e.ILIN<> ELEVATION
A
w144.1"L Be:4ees _earrOM 37033
TYPICAL ELEVATION
w4LL 8
eVr$ / -10.79
• O. N ►cu•
• r-
I
/.. •?
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ft*" E./sr SL:i L(l5e4A (owc u r
-- LA T e4N
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0A0 oe ALUMINUM
END CAP FOE 70P 97014
.90`.`71.414-.1 041L.. ' 37020
044L.L. Se4C ET TDP edi .37032
•
, oiY. I
ED AS COMPLYING WITH THE
SOUTh ELORIDA BUILDING CO
„•,•,; •_ :,�L� IL 97035
BY.
PRO• CT CONTROL. SECTION ._pr •
DADE COUNTY BLDG & ZONIN(: t1F�T
PACTS IriG")5reiE5 .
91.11 nl
F{A .
•r' twit NOTED 1 1iO 144 -6•00-I _ .
} c,t1 T O? P4lL 51 LHS. /LINc.4L T. • n WA
I .
• - �In/ GIN. T N.
TOP 2:ol_ ••,[ P Ewe' • cat( •. o5scc8 .752 - .287332 • I.Z?O
O � - r<.rdr.i3�, P42 023 , r.JJG475 171
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LT•,t� - TGT4L• O OE
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• ' -+�E'C
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4.0- 134 .NUtw. SRO, •
FG5T '
tl w. • 504 (50)(4Z • 93 91" • Me.. Fi N
GEC F'�ST- IJrIIPoe ' LOAD
144 F' _ 11a4y,
/1C.:Y5449) _ 1721..559
p ' •• ' • ' ." 'NF (421(2,2X . 7375] N
'71; • ' - 55 '
% 401 (51.W.40, P.SF 73.4
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P4A4FC . ( 631(8 750.( '38-�5)(47�A'i19)( P.S.I.
Sus • bI (8/!48.3447) 1 9000 P.5.L (•L.S -f)
- PrCCE i
Psle -4.04 . 011492 - -375
424.4 (r 4g Z/ .1.75s -T,t (54;`05) .
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= 14031.IP51.C
19000 P.51• (row -Ti.)
POOL - 4 O.C.
•
t EE4. 9147FT'(l e055) •
AE6,4.1563F7`
1 7062 3 415 I.
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1
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11,0 SPA/. /.75 64 . vat_
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POOL •
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L, - D15TLIrICe Tt>. ¢ GF.PQE55LJPE a,
LL - L.F_NG714 OF QOTTDr/) eIdlL (f.aJ25)
. L5 - L.EN•TH OF PIGCEr5(37.750)
F - .5HIPE 444 7•0C •
f - 17000 P51. -FOP (000! -•I(o •
fr 0 9500 P.S.r, Foe 6or.3 -75
g "• - SECPON MOr�.eJJS w•'
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L (aJ
ob)
• L.
(2Y) ,
• /I • / r / > y •
D ID ASCAAM:Mid WITH ME "
SMITH Flp)gpA )U •
I>11T 3- iro.1
Dr,
• I CI cottTROL SECTION
GL"e &tipi9dJi'1'tzlt'utre calf • .
M14rilr .FLA.
,•
•
'
� jY •
� 3 0
yy •
+ Y
o �
THESE PLANS 1E APPROVED
...Ma
FOR ISSUANCE OF A BUILDING PERMIT
VARIANCE(S) LISTED IN "REMARKS"
MIAMI SHORES BUILDING AND ZONING
UNLESS SPECIFICALLY LISTED BELOW.
AND COUNTY LAWS MUST BE COMPLIED
Authorized Signature Date
• WITH fi:O V ^.RIANCES • WITH
NO OTHER PEJIA7!ONS FROM THE
ORDINAKES WILL BE PERMITTED,
ALL OTHER APP' !CABLE STATE
WITH BY ALL PARTIES.
FIRE DEPARTME,1T
PUBLIC WORKS
POLICE DEPARTMENT
. ■ ID ,
• BUILDING DIRECTOR
1' ITN ■
A.,
PLANNING & ZONING BOnr.,.
VILLAGE COUNCIL
APPROVAL
PRELIMINARY: FINAL
REMARKS:
COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED
BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER &
SUB CONTRACTORS ARE N WITH T;Ir K4WLEDGE OF ALL BUILD-
ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.
•
2.000
Lfl
• •
3.000
4.
: T
ST 1
S
SS
STEP d
-
! J ,; 7 3
FRAME MEMBER
INSTRUCTIONS;
USE CHARTS ANO GRAPHS AS FOLLOWS.
FRAME MEMBER
y
DETERMINE DESIGN LOAD REQUIRED AS PER ASCE 7 FOR
?ARTICULAR OPENING.
USE DACE COUNTY APPROVED GLAZING PRODUCTS
MEETING ABOVE LOAO REQUIREMENTS.
USE CONNECTION TO MUUJON AS PER PRODUCT
APPROVAL.
SPECIFY MAXIMUM SHIM SPACING.
USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH
DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
_ USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS
57 'J ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
3.000 - -+.000
MULL EONS CONTAINING FRAME MEMEER ='3 73 AT EACH SIDE
HORIZONTAL OR VERTICAL
SEE WINDOW DR DOOR APPROVAL FOR FAST AVERS SIZES AND S ?ACING
PRODUCT RENEWED
ACCEPTANCE No. Q Z- 1 Z ?. o
E Y P N ? 0 0 7 DATE 4e1
BY
PRODUCT CONTROL D fV ?S ION
Pl1ILDiNG CODE COMPLIANCE OFFICE
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
RECTANGULAR ALIUMINU`.4 TUBE MULL 1ON$,
WINDOW FRAME MEMBER 4:373 INCLUDED
IN PROPERTIES
NOTES;
1. ALL GLAZING PRCOUCTS USED ,V1Tri THESE MULLIONS MUST
MEET Tr;E APPUCABLL DACE :DUN Y REQUIREMENTS
I.E. WIND LAD, AIR dr WATE'R .NF:L±RATION. FORCED ENTRY
RESISTANCE. SAFEGUARDS ETC.
Z. ANCHOR Ead8EDMENT TO BASE MATERIAL SHALL• SE 3EYCNO
WALL CCCVE.RING (STUCCO. TILE ETC.)
3. ANY CONDtT1ONS NOT COVERED ' -N THIS SUBMITTAL SUBJECT
TO SEPARATE ENGINEERING REY1E:I.
4. ALL MULLIONS TO BE ALLOY x053 - 6.
Er.gr. OR. ;- ,LIVJ.Y:.LN • A CAQ
SRUC.UREE
FLA- PC t.7
JAN 1 7 2002
I\ I\ 1 z4 1 1 j 1 f
1
1
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\ t \,96,1\ \ I IN I i! I
1
1
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101\ 1\ 11 \l- I N.L._ i i
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1
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GLAZING
PRODUCT
\ 1
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GLAZING
PRODUCT
VERTICAL
MIA lIQN SPAN
MUWON
GLAZING
PRODUCT
W1
3 � ANCHORS
A.8.0 OR 0
W2
I I
\I N •I \ 1 \ I i
! 1 1
7d -S1 MULLI °P'!
I \I \ 1\ 1 1 1 \"J
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ANCHORS
TYPE A.B.0 CR 0
TRIEUTARY W DTH = wi 'N2 ! :
1 2
ANCHORS
(PE A,8.0 OR 0
GLAZING
PRODUCT
GLAZING
PRODUCT
MUWON SPAN
r-HORIZOUTAL IduWON
[ ANCHORS
A.a.c
v7
w
31
TYPICAL MULLION ARRPNGEMEjNTS
R 1 \ 1
? \ 1 \
s
20
E?U'IRATION DA
MULLION LOGO CHART
3 a 40
S & - 1 11 2 MULL TUBE
Caomti7
1
1
Sa
29 25 30 35 42 45
7RBUTARY WIDTH - INCHES
ANCTIOR LOAD CHART
4 :.NG10R6 TYPE Al I 1 I I I I
i """ I I I I I!
:t
i\ 1\ 1 \za -:nor MuLU a.A..41 1 1
V1 \I \1 1\I 1 1! 1 1 1 1
\I 1-1.? 1 1 1 I i 1
TPIIIUTAiY uI❑T• - :NC1t:
PRODUCT RENEWED
NoTE;
ACCEPTANCE Na 0 Z— al Z 07
$ 1 , 2407
ay rA yi ��
LPROtLt-: OL DIVISION
BUILDING CODE COMPLIANCE OFFICE
60 73
ID
N _
N
b
N
o
LaJ
80 20 3B
,aZZUTARY
ANCHOR LOAD , HARr
40
1 I1 x ]HULL TUBE
too
\1 I L- .71t:1 I
50 60
WZOTU
MULLION LOAO CHART
33 35 40
TnnUT:.RY 'WIDTH -
73
80
4 SP
45 Gil 33
INCI-+E5
C a p
o _
ANCHOR LOAD CHART
LOAD CHARTS ARE BASED ON TRAPEZOID LOAD DISTRIBUTION.
N
1\
G3 8P AN
1 I I \
I\
1
C am = \ 1
NI
tn
C
S =
X 1 1LtL TUBE
; a+r:. t I
29 c5 30 35 40 45
TRBUTAPY WIDTH - INCi~E5
- 3 1 1\ 1 i\ 1 \I .! I 6 I nLt L SP4.N
N I 1 I \II\ I \ I I \, 11 1 I I
1 1 ‘ 1v t l 1 1 I 1
. 51 I I I\ \ I \I�+ 1 1 1
-. i I I I\ \I ! \I \ I I
53 I I I\ ;\ I \ I I\ 1 1
1 I I I \j `� I il� I,
3 i I 1 I\ i IN 1
' i I I i 1 `� I\!�Da- i 1
2151 1 1 1 1 1 I \1 N I,!
=: I i t 1 \ l" , 1 I
5..1 I I I I I; 1 I I
�i i 1 1 1 1 1 1 1 I I
m. !! 1! 1 I I 1
•' i i I i f i I I 1
. • I I 1 i 1 l 1 1 1 1
`° i I 1 ! : I I I
aj I 1 1 1 1 1 1 1 1! I
f I.wciarm TTr_ C; ' I 1 1 1 1 I
R, 91 I 1 1 1 1 1 1
28 • 30 40 53 6a 70 80
r t:ur;.13v •JIOTU - INCIi:
?
s
N
air' \
\ IJ \I t �� V �\ Ni I I !! I I
I I I I I
i I\ \11go'\l Nt
\iiv.\ \1 N
,1 I 1 N(\
Encr. J. AJ14AYCUN 1
S;auCT'JRZ
%t:_ PE it i6557
JAN 1 7 2002
MULLION LOAD C!-HART
ANG`1ORS TTRC ❑
Iatwo ��_ 1I
SD 60
3A. 40
f
(
1 •I
1
ANCHOR LOAD CHART
1
1
Sa
73
=tour -LAY ,JZOTU - INcwc2
80
c
c
c
c.
c
c
a
d
1
to
n
8
to
OI
2
N w
F—
v7
cD
C 1rc�
Z 443 Z
Z
V m3 0
lneet 2 of 3
2 X 2 X 1/8'
ALUM ANGLE
r
r MUWON
2 X 2 x 1 /8'
ALUM ANGLE
1-5/8' LONG 1
0
l
i I
MUWON
I
fi 1
1 -1/4'
MIN.
• ,.
L 1.500-
wX.
ANCHORS TYPE . �.
to
•
3/ 16 X 1-3/4' TAPCCN g
2/ PLATE
1/ CIA. APC:.''S
1/ ANC'
• J
ALUM ?LATE
18Y OR 28Y BUCKS
. ' -1/4 MASCNRY EMBED
`IF hRU 18Y aucx
- 4
4
ANCHORS
2.000
41N
ALUM CHANNEL.
[ 3/4 X 1 -3/ X 3/4 1 /8'
LENGTH To CLOSE FIT INSIDE TUBE
`UUWCN
MUWCN
2 X 7. X 1/8
ALUM ANGLE-
2-5/8" LONG I
I N �1 .
r-
r—
UAX.
j 12 X 3/4' S.M.S. (2)
• CONNECT PLATE TO CHANNEL
ANCHORS +YPc ' p'
3nnnuyuwlly�» --�
, '1. ! I
:1 •
-
1/ DIA.' TAPCCNS
2/ ANGLE;
I
' a
►
RIM 'WOOD BUCKS
TO NSTALL ANCHORS
1 : I
TUBE !AUWON
1X2. 1X3. iXl i
;BY OR 2BY BUCKS
2 X 2 X 1 /e" I\ `\ • • 1 -1/2' EMBED 2 X 2 X 1/8'
IF INTO 28 Y BUCK
ALUM ANGLE. ALUM ANGLE
14 S.M.S. _ -
2/ mca
I 7 1 1\ ' : \
- - - -r -- _. - - -_ I t .\ 1-1/4- - -- ---
/ MASCNrT EMBED 1
-s Z. 1 ` ' IF THRU 18Y BUCK --
---- r - - - - � -- ; 1 \ s . ■ _ 1 r--
1 } 1 t { +' � I
2.000
1 ANCHORS TYPE
'UL::CN-
3/16' X 1 -3/4'
TAPCCNS
1/8' THICK ALUM PLATE
1 14 S.M.S.
3/ ANGLE]
MuWON
2 X 2 X 1/8'
ALUM ANGLE
2 -5/8' LCNG•
0
e
.• NOTCH W000 BUCK
TO ACCOMODATE CUP ANGLES
TO MASONRY
.a
I111•1111115mttttttt
•
. 4
L1.
3
WAX.
Engr. 0 °. NU 0UN FAdOOO
STRUCTURES
FA. PE 1 16557
JAN 1 7 2002
L 1/4' 0 TAPCCN
1 -1 /4' MIN. E}4BED
2/ ANGLE
iODUC a RENEWED
ED
Acc:rnwC:: Nk. 0 Z - o ( Z. } . 07
.::3 IRATToN DA
it
. 4.00
iJ .01)i}CTCON I OI.1W.7STON
. LtUII?;^:!i COCAS CO',CM i::Xi-7ONT - L . .
111111111.1rnunttttuttntntntuu •
3.000
311=111uawttttttta
41N
WOOD =LICKS NOT 9Y C,G.I. MUST
SUSTAIN LOADS IMPOSED,
7
z
0
f Cm¢
5I V N 4.1
0c E
o I
U n
1
drawing no.
M95 -13
(sheet 3 of 3
ITEM
PART /
QUANTITY
DESCRIPTION
MATERIAL
MANF. /SUPPLIER /REMARKS
1
CGI -373
4
FRAME
6063 -T6
INDALEX OR EQUIV.
2
CGI -378
4
VENT (5/16' LAM. GLASS)
6063 -T6
INDALEX OR EQUIV.
2A
CGI -374
4
VENT (3/16' 1 1/4' GLASS)
6063 -T6
INDALEX OR EQUIV.
2B
-
. 4
VENT (3/4' INSUL. GLASS)
6063-T6
INDALEX OR EQUIV.
2C
CGI -385
4
VENT (7/16' LAM. GLASS)
6063 -T6
INDALEX OR EQUIV.
3
CGI -375
4
GLAZING BEAD
6063 -T5
INDALEX OR EOUIV.
4
-
4
.060 THICK CORNER KEY
ALUMINUM
-
5
-
8
.060 THICK CORNER KEY
ST. STEEL
-
6
AP -425
AS READ.
FRAME VEATHERSTRIPPING
-
SCHLEGEL APTUS
7
0200 X190
AS REOD.
VENT VEATHERSTRIPPING
-
SCHLEGEL 0 -LON
8
35- 10- 00 -10I
2/ VENT
4 BAR HINGE, AT TOP AND BOTTOM
STEEL
TRUTH, ATTACHED V/ (6) *8 X 3/8' SS SMS
9
24 -13 -00 -202
2/ VENT
FACE MOUNT LOCK
STEEL
TRUTH, ATTACHED V/ (2) *8 X 3/8' SMS
10
• -
2/ VENT
.110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK
STEEL
CGI, ATTACHED V/ (2) *10 X 3/8' SS SMS
m 10A
21087
2/ VENT
LOCK KEEPER, AT FRAME JAMB FACING LOCK
STEEL
TRUTH, ATTACHED V/ (2) *10 X 3/8' SS SMS
11
23-20 -00 -101
1
OPERATOR HANDLE
STEEL
TRUTH, ATTACHED V/ (2) *8 X 3/8' SS SMS
12
30175
1
OPERATOR TRACK
STEEL
TRUTH, ATTACHED V/ (2) *8 X 3/8' SS SMS
13
-
2/ CORNER
FRAME AND VENT ASSEMBLY SCREVS
-
1110 X 1-1/4' SS SMS
ALL FRAME AND VENT CORNERS TO BE
SEALED WITH GE SILPRUF OR EQUIV.
FRAME CORNER
2.625
CORNER KEY
.060 THICK ST. STEEL
X FOR NDN- IMPACT VONDOVS VITH 3/16' ANN. GLASS ONLY
2 5/8'
CORNER KEY
.062 THICK ALUMINUM
.383
FRAME
.754
.617
GLAZING STOP
.830
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FL& PE / 16557
SEP 2 8 2001
1.875
VENT (5/16" LAM. GLASS)
1.757
1.072 —+
VENT (3/16" & 1/4" CLASS)
VENT (3/4' INSUL. GLASS)
1.757
.090 TYP.
Inn I
}
.720
1.347
VENT (7/16" LAM. GLASS)
1.438
APPROVED AS COMPLYING WUIH DIE
SOUTH FLORIDA BUILDING CODE
DATE � , . r Z1 140 q
BY
' ODUCT CONTROL DIVISION
BUILDING CODE COMPLJANCE OFria
ACCEPTANCE NO. 0/-/001.03
Z
tal
W
V)
Z
<< 1
o v ° a c
irj
W (I) LL. r
Z
W J W
W w
(
03
rl
N
(n
w
LJ
w
N
C
0
.>
4)
a
0
0
C
O
6,
v
h
v
.o
0
0
O
,C
0
e
0
0
0
1
ea
u
drawing no.
W98 -100
(sheet 2 of 6
1/8' ANN. GLASS
.090 INTERLAYER
SAFLEX PVB
fir
. 5/16" NOMINAL
GLASS TYPE '2'
1/8" ANN. GLASS
GE -1200
SILICONE
3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS
.090 INTERLAYER .090 INTERLAYER
SAFLEX PVB
7/16" NOMINAL
GLASS TYPE '3'
3/16' ANN. CLASS F
GE -1200
SILICONE
z
Z
iv
SAFLEX PVB
7/16" NOMINAL
GLASS TYPE '6'
3/16" HEAT STREN'D GLASS
GE -1200
SILICONE
WINDOW DIMS.
WIDTH
20'
24'
28"
30'
32"
36 "
40 '
42'
20"
24"
28"
30'
32'
36'
40'
42"
72.2 72.2 110.0 120.0 110.0 120.0
67.7 67.7 110.0 120.0 110.0 120.0
110.0 154.4 110.0 167.0 110.0 210.0
110.0 127.2 110.0 167.0 110.0 210.0
95.8 95.8 110.0 167.0 110.0 210.0
20"
24"
28'
30"
32"
36"
40'
42'
20"
24'
28'
30"
32'
36"
40'
42"
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS
HEIGHT
36"
42"
48"
54"
GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6'
EXT. ( +) 1 NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1 NT. ( -)
110.0 167.0 110.0 167.0 110.0 210.0
110.0 145.5 1 10.0 167.0 110.0 210.0
110.0 113.9 110.0 167.0 110.0 210.0
104.3 104.3 110.0 167.0 110.0 210.0
95.8 95.8 110.0 167.0 110.0 210.0
82.5 82.5 110.0 167.0 110.0 210.0
86.7 86.7 110.0 167.0 110.0 210.0
79.3 79.3 110.0 120.0 110.0 120.0
67.7 67.7 110.0 120.0 110.0 120.0
60.2 60.2 110.0 120.0 110.0 120.0
57.2 57.2 110.0 120.0 110.0 120.0
110.0 130.0 110.0 167.0 110.0 210.0
110.0 111.2 110.0 167.0 110.0 210.0
82.9 82.9 110.0 120.0 110.0 120.0
74.5 74.5 110.0 120.0 110.0 120.0
67.8 67.8 110.0 120.0 110.0 120.0
47.3 47.3
45.2 45.2
98.6 98.6 110.0 120.0
92.6 92.6 110.0 120.0
58.5 58.5 110.0 120.0 110.0 120.0
52.9 52.9 110.0 113.4 110.0 120.0
50.5 50.5 106.4 106.4 110.0 120.0
110.0 112.3 110.0 167.0 110.0 210.0
98.0 98.0 110.0 167.0 110.0 191.1
73.9 73.9 110.0 120.0 110.0 120.0
66.0 66.0 110.0 120.0 110.0 120.0
59.5 ' 59.5 110.0 120.0 110.0 120.0
WINDOW DIMS.
WIDTH
20'
24'
28"
30"
32"
36'
20'
24'
28 "
30"
32"
20"
24"
28"
30'
32"
20'
24"
28'
20"
24' •
19 -1/8"
26 -1/2'
37"
19 -1/8'
26 -1/2'
26"
38 -3/8"
19 -1/8'
26 -1
52.0 52.0 110.0 115.1 110.0 120.0
7
19 -1/8'
26 -1/2"
37"
.PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS
HEIGHT
60"
66"
72"
78"
84"
63'
19 - 1/8' 74 - 1/4'
L 26 -1/2'
GLASS TYPE '2'
GLASS TYPE '3'
46.6 46.6
102.7- 102.7
EXT. ( +) INT. ( -) EXT. ( +) 1 NT. ( -)
85.8 85.8 110.0
120.0
98.8 98.8 110.0 167.0
66.9 56.9 110.0 120.0
59.8 59.8 110.0 120.0
54.0 54.0 110.0 120.0
86.7 86.7 110.0 167.0
73.4 73.4 110.0 120.0
64.2 64.2 110.0 120.0
57.8 57.8 110.0 118.2
49.6 49.6 110.0 112.2
66.4 66.4 110.0 120.0
56.1 56.1 109.3 109.3
48.9 48.9
46.0 46.0
43.6 43.6
52.0 52.0
38.1 38.1
41.5 41.5
34.9 34.9
110.0 167.0
110.0 167.0
110.0 •123.0
110.0 167.0
110.0 114.2
73.4 73.4
110.0 125.8
54.2 54.2
96.7 96.7
74.8 74.8
42.8 42.8
63.0 63.0
46.6 46.6
95.3 95.3
89.8 89.8
85.0 85.0
101.3. 101.3
85.4 85.4
74.3 74.3
80.8 80.8
68.0 68.0
110.0 167.0
110.0 167.0
110.0 167.0
110.0 167.0
110.0 167.0
110.0 120.0
100.0 167.0
110.0 120.0
0.0 1 17.7
110.0 167.0
110.0 120.0
93.1 93.1
.110.0 120.0
90.9 90.9
GLASS TYPE '6'
EXT. ( +)
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
109.3
95.3
89.8
85.0
101.3
85.4
74.3
80.8
68.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
INT. ( -)
192.6
120.0
120.0
120.0
120.0
120.0
169.0
120.0
120.0
118.2
112.2
120.0
109.3
95.3
89.8
85.0
101.3
85.4
74.3
80.8
68.0
210.0
210.0
210.0
210.0
210.0
120.0
210.0
120.0
120.0
188.5
120.0
110.0
110.0
117.0
120.0
90.9 ' 90.9
Engr. OR. HUI.IAYOUN FAROOQ
STRUCTURES
FLA. PE / 16557
SEP 2 8 2001
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATE &Ls t2 Loo
BY
PROD CONTROL DIYISIO
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE HO. / 01 . 03
g t5
on
ao
O cc
a a_
O N v
U
,,,cc O
0
o Z W M m
0 <
O a � -N
cc vi 0�
Lz1 w N oo
1 Z
W N M
c
o_
N
.
0'
01
•
1
a
z
0
0
c
c
c
0
a
0
.n
0
0
1
0
0
r
drawing no.
W98 -100
(sheet 3 of 6 .�
1/8" TEMP. GLASS
1/8" ANN. GLASS
.090 INTERLAYER
SAFLEX PVB
3/4" INSULATED
GLASS TYPE '2A'
1/8" TEMP. CLASS
1/8" TEMP. CLASS
.090 INTERLAYER
SAFLEX PVB
1/8" ANN. GLASS �,
1111 r1 /8" TEMP. GLASS
I
E-1200
ILICONE
3/4" INSULATED
GLASS TYPE '3A'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS
WINDOW DIMS.
WIDTH
20"
24"
28"
30"
32"
36"
40"
42"
20"
24"
28"
30"
32"
36"
40"
42"
20"
24"
28"
30"
32"
36"
40"
42"
20"
24"
28"
30"
32"
36"
40"
42"
HEIGHT
36"
42"
48"
. 54"
GLASS TYPE '2A'
EXT. ( +)
110.0
110.0
110.0
110.0
109.2
94.0
82.3
77.2
110.0
110.0
109.3
98.8
90.5
77.2
68.7
65.2
110.0
110.0
94.5
85.0
77.3
66.7
60.4
57.5
1 10. 0
98.0
84.2
75.2
67.9
59.3
54.0
51.6
1NT. ( -)
190.0
161.9
129.8
118.9
109.2
94.0
82.3
77.2
154.4
137.2
109.3
98.8
90.5
77.2
68.7
65.2
130.0
114.3
94.5
85.0
77.3
66.7
60.4
57.5
112.3
98.0
84.2
75.2
67.9
59.3
54.0
51.6
GLASS TYPE '3A'
EXT. ( +)
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
1 NT. ( -)
210.0
210:0
210.0
210.0
210.0
210.0
120.33
120.0
210.0
210.0
210.0
210.0
120.0
120.0
120.0
120.0
210.0
210.0
120.0
120.0
120.0
120.0
120.0
120.0
210.0
191.1
120.0
120.0
120.0
120.0
120.0
120.0
GE -1200
ILICONE
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS
WINDOW DIMS.
WIDTH
20"
24"
28"
30"
32"
36"
20"
24"
28"
30"
32"
20"
24"
28"
30"
32"
20"
24"
28"
20"
24"
19 -1/8"
26-1/2"
37"
19 -1/8"
26-1/2"
7"
19 -1/8"
26-1/2"
37"
19 -1/8"
26 -1/2"
HEIGHT
60"
66"
72"
78"
84"
26"
35 -3/8"
63"
74 -1/4"
GLASS TYPE '2A' GLASS TYPE '3A'
EXT. ( +) 1NT. ( -)
98.8 98.8
EXT. ( +)
110.0
85.8 85.8 110.0
76.3 76.3 1 10.0
68.1 68.1 110.0
61.6 61.6 110.0
53.2 53.2 110.0
86.7 86.7 110.0
73.4 73.4 110.0
64.2 64.2 110.0
60.6 60.6 110.0
56.6 56.6 110.0
66.4 66.4 110.0
56.1 56.1 109.3
48.9 48.9 95.3
46.0 46.0 89.8
43.6
38.1
41.5
110.0
83.7
96.7 96.7
74.9 74.9
48.8 48.8
43.6 85.0
52.0 52.0 101.3
43.8 43.8 85.4
38.1 74.3
41.5 80.8
34.9 34.9 68.0
110.0 190.0 110.0
110.0 190.0 110.0
110.0 140.2 : 110.0
110.0 179.3 110.0
130.2 110.0
83.7 110.0
110.0 125.8 110.0
99.7 99.7 110.0
61.8 61.8 110.0
110.0
1
10.0
110.0
63.0 63.0 110.0
46.6 46.6 90.9
J
1NT.
192.6
120.0
120.0
120.0
120.0
120.0
169.0
120.0
120.0
118.2
112.2
120.0
109.3
95.3
89.8
85.0
101.3
85.4
74.3
80.8
68.0
( -)
210.0
210.0
210.G
210.0
210.0
120.0
210.0
120.0
120.0
188.5
120.0
117.0
120.0
90.9
Engr. DR. HUNAYOUN FAR000
STRUCTURES
FLA. PE 1 16557
SEP 2 8 2001
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATF Il C1V6Cr t 1 WI 19
BY
PROtUCT CONTROL DIVISION
BUILDING CODE COMPLIANCE OF 1
ACCEPTANCE N0. O I- i 0 0L . 01_
c
00
CV
(f)
La
w
V)
co
3
N
c
0
N
.
0
0
0
a
0
C)
a
0
c Vi
- 0
N w
C9
Z CC°n
O cVM .3
U M n
a
Z �
Z O
O N M P
C
c
0
a
`
u
0
0
0
6
c
•
1
drawing no.
W98 -100
sheet 3A of 6
PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS
DADE COUNTY APPROVED.IMPACT RESISTANT SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '4'
GLASS TYPE '4A'
GLASS TYPE '5' & '5A'
WIDTH
HEIGHT
EXT. ( +)
1NT. ( -)
EXT. ( +)
1 NT. ( -)
EXT. ( +)
1 NT. ( -)
20"
24"
28"
30"
32"
36"
98.8
98.8
.98.8
98.8
110.0
192.6
85.8
85.8
85.8
85.8
110.0
167.2
76.7
76.7
76.7
76.7
110.0
149.6
60"
73.0
73.0
73.2
73.2
110.0
142.7
66.2
66.2
70.2
70.2
110.0
136.8
57.7
37.7
65.3
64.8
110.0
126.3
20"
24"
28"
30"
32"
-- 66 "'
-
-
86.7
,1;6.7
86.7
86.7
110.0
169.0
73.4
- 73.4
73.4
73.4
1 10.0
143.2
64.2
-.64.2
64.2
64.2
110.0
125.2
60.6
F.0.6
60.6
60.6
110.0
118.2
57.5
57.5
57.5
57.5
110.0
112.2
20"
24"
28"
30"
32"
72"
66.4
66.4
66.4.
66.4
110.0
129.4
56.1
56.1
56.1
56.1
109.3
109.3
48.9
48.9
48.9
48.9
95.3
95.3
46.0
46.0
46.0
46.0
89.8
89.8
43.6
43.6
43.6
43.6
85.0
85.0
20"
52.0
52.0 ...
52.0
52.0
101.3
101.3
24'
28"
78"
43.8
43.8
43.8
43.8
85.4
85.4
38.1
38.1
38.1
38.1
74.3
74.3
20"
41.5 .
41.5
41.5
41.5
80.8
80.8
24"
84"
34.9
34.9
34.9
34.9
68.0
68.0
19 -1/8"
110.0.
167.0
110.0
210.0
110.0
210.0
26 -1/2"
26"
110.0
167.0
110.0
203.0
110.0
210.0
37"
/
110.0
. 145.4
110.0
145.4
110.0
210.0
19 -1/8"
110.0
167.0
110.0
179.3
110.0
210.0
26-1/2"
38 -3/8"
110.0
137.5
110.0
137.5
110.0
210.0
`7"
89.9
89.9
110.0
98.5
110.0
192.1
14-1/8"
110.0
. 125.8
-
110.0
125.8
110.0
210.0
26 -1/2"
50 -5/8"
99.7
99.7
99.7
99.7
110.0
194.5
37'
67.8
67.8
83.1
74.7
110.0
145.6
19 -1/8'
96.7
96.7
96.7
96.7
110.0
188.5
26-1/2"
63"
74.9
74.9
74.9
74.9
110.0
146.1
37"
53.6
53.6
60.0
60.0
110.0
117.0
19 -1/8"
26 -1/2"
74 -1/4"
63.0
63.0
. 63.0
63.0
110.0
122.9
46.6
46.6
46.6
46.6
90.9
90.9
EXTRUDED GLAZING BEAD
OPTIONAL
1/4" NOMINAL
GLASS TYPE '4'
1/4" ANN. GLASS a 3/16' ANN. GLASS
GE -1000
SILICONE
3/16' ANN. GLASS ROLL FORMED GLAZING BEAD
3/4" OVERALL INSUL. ANN.
ALT. GLASS TYPE '4A'
GE -1000 GE -1000
SILICONE SILICONE
PERFORMANCE VALUES OF NON IMPACT RESISTANT WINDOWS
DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS
WINDOW DIMS.
WIDTH
20"
24'
28'
30"
32'
36"
40"
42"
20'
24'
28"
30"
32"
36"
40"
42"
20"
24"
28"
30"
32"
36"
40"
42"
20"
24"
28'
30"
32"
36"
40"
42"
HEIGHT
36"
42"
48"
54"
GLASS TYPE '4'
EXT. ( +)
110.0
110.0
110.0
110.0
110.0
100.6
88.6
83.9
110.0
110.0
110.0
105.8
96.5
83.9
75.5
72.1
110.0
110.0
100.2
90.7
83.3
73.4
66.6
63.8
110.0
98.0
88.2
80.2
73.8
64.6
59.5
57.3
1 NT. ( -)
167.0
161.9
138.8
127.6
117.4
100.6
88.6
83.9
154.4
137.2
117.0
105.8
96.5
83.9
75.5
72.1
130.0
114.3
100.2
90.7
83.3
73.4
66.6
63.8
112.3
98.0
88.2
80.2
73.8
64.6
59.5
57.3
GLASS TYPE '4A'
EXT. ( +) 1 NT. ( -)
106.0 1 79.3
110.0 1 190.0
110.0 1 161.9
110.0 I 138.8
110.0 1 129.5
110.0 1 121.4
110.0 I 107.9
110.0 1 97.1
110.0 1 92.5
110.0 1 154.4
110.0 1 137.2
110.0 1 118.9
110.0 1 111.0
110.0 1 104.1
110.0 1 92.5
109.4 1 83.3
110.0 I 130.0
110.0 1 114.3
103.8 1 103.8
99.8 1 97.1
96.5 1 91.1
91.5 1 80.9
88.2 1 72.8
87.1 1 69.4
110.0 1 112.3
98.0 1 98.0
88.2 1 88.2
84.4 1 84.4
81.2 1 80.9
76.2 1 71.9
72.6 1 64.8
71.3 1 61.7
GLASS TYPE '5' & '5A'
EXT. ( +) 1 NT. ( -)
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
210.0
210.0
210.0
210.0
210.0
210.0
189.4
180.4
210.0
210.0
210.0
210.0
202.9
180.4
162.3
154.6
210.0
210.0
202.4
189.4
177.6
157.8
142.0
135.3
210.0
191.1
172.0
164.7
157.8
140.3
126.3
120.3
3/16" NOMINAL
GLASS TYPE '5'
3/16" TEMP. GLASS
3/16' TEMP. GLASS 3/16' TEMP. GLASS
GE -1000
SILICONE
3/4" OVERALL INSUL. TEMP.
ALT. GLASS TYPE '5A'
B
Engr. OR. HU`AYOUN FAP.0o0 APPROVED AS COMPLYING WITH THE
S7R'1C URZS
FLA. PE 1 16557 SOUTH FLORIDA BUILDING CODE
DATE IJOVfrnStr 22 2001 19 _,
ODU CONTROL DIYIS :
BUILDING CODE COMPLIANCE OFRCF
ACCEPTANCE O. 0 IMOL. pi
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drawing no.
W98 -100
sheet 4 of 6 •
3/16' OR 1/4' TAPCON
SEALANT
1/4' DIA. TAPCONS
1 -1/2' MIN. HOOD PENETRATION
INSTALLATION TYPE '1'
..V•. •
o •
,• 4. ; 4 4 •
1NSTALLATION TYPE '3'
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES /USING WOOD
BUCK INSTALLATION BY OTHERS
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES /USING WOOD
1 3/8'
WOOD BUCK TYPE '1'
QIAL: PRESSURE TREATED
1 3/8'
WOOD BUCK TYPE '3'
MATERIAL PRESSURE TREATED
FOR ANCHOR PERFORMANCE VALU:' SEE SHEET 6
3/'" OR 1/4' TAPCON
SEALANT
•
• •.
• a.
o V
1/4' DIA. TAPCONS
1 -1/2' MIN. VOOD; PENETRATION •
WOOD BUCKS NOT BY CGI CORP., MUST ,SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
s , N
4 vV _ •a 4 N
INSTALLATION TYPE '2' WOOD BUCK TYPE '2'
MAT R A : PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES /USING WOOD
4-
Vv Y
BUCK INSTALLATION BY OTHERS
•
INSTALLATION TYPE '4'
TYPICAL INSTALLATION DETAIL
X
•
• ;
2 1/8'
MIN.
WOOD BUCK TYPE '4'
MATERIAL.: PRESSURE TREATED
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FLA. PE / 16557
-C�
SEP 2 8 2001
610 SMS
ATTACHMENT TO -
APPROVED MULLIONS
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATE M'v ,.)I,tr tZ 1401 , j9
BYC/� ��l� \
PRODUCT CONTROL DIYIS16
BUILDING CODE COMPLIANCE OR/CE
ACCEPTANCE NO. CI- /o o Z. of
6
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C
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sheet 5 of 6
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drawing no.
W98 -100
WINDOW DIMS.
ANCHOR 'A'
ANCHOR 'B'
ANCHOR 'C'
WIDTH
HEIGHT
20"
24"
28"
30"
32"
36"
40"
42"
20"
24"
28"
30"
32"
36"
210.0
210.0
210.0
210.0
198.0
210.0
210.0
-
169.7
203.1
210.0
177.4
158.4
189.6
210.0
36"
148.5
177.8
207.0
155.3
132.0
158.0
184.0
138.0
113.1
135.4
157.7
_- '
105.6
126.4
147.2
20" '
24"
28"
30" .
32"
36"
40"
42"
42"
190.1
210.0
210.0
158.4
189.6
210.0
135.8
162.5
189.3
126.7
151.7
176.6 _
118.8
142.2
165.6
105.6
126.4
147.2
95.0
113.8
132.5
90.5
108.3
126.2
20"
24"
28"
30"
- 32"
36"
40"
42"
_ 48"
-
210.0
210.0
210.0
198.0
210.0
210.0
169.7
203.1
210.0
158.4
189.6
210.0
148.5
177.8
207.0
132.0
158.0
184.0
118.8
142.2
165.6
113.1
135.4
157.7
20"
24"
28"
30"
32"
36"
40"
42"
54" .
203.7
210.0
210.0
169.7
203.1
210.0
145.5
174.1
202.8
135.8
162.5
189.3
127.3
152.4
177.4
113.1
135.4
157.7 -
101.8
121.9
141.9
97.0
116.1
135.2
PERFORMANCE VALUES FOR INSTALLATION OF
ANCHORS TYPE 'A' 'B' OR 'C'
REFER TO SHEET 5 FOR DETAILS
WINDOW DIMS.
ANCHOR 'A'
ANCHOR 'B'
ANCHOR 'C'
WIDTH
HEIGHT
20"
24"
28"
30"
32"
36"
178.2
210.0
210.0
148.5
177.8
207.0
127.3
152.4
177.4
60"
118.8 •
142.2
165.6
111.4
133.3
155.3
99.0
118.5
138.0
20"
24"
28"
30"
32"
210.0
210.0
2
176.0
210.0
210.0
66"
150.9
180.6
210.0
140.8
168.5
196.3
132.0
158.0
184.0
. 20"
24"
28"
30"
32"
72"
190.1
210.0
210.0
158.4
189.6
210.0
135.8
162.5
1E19.3
126.7
151.7
176.6
118.8
142.2
165.6
20'
24"
28"
-
78"
172.8
206.8
210.0
144.0
172.4
200.7
123.4
147.4
172.1
20"
24"
84 "
198.0
210.0
210.0
165.0
197.5
210.0
19 -1/8"
26 -1/2"
37"
26"
210.0
210.0
210.0
210.0
210.0
210.0
175.5
210.0
210.0
19 -1/8"
26 -1/2"
37"
38 -3/8"
210.0
210.0
210.0
163.2
195.3
210.0
116.9
139.9
164.7
19 -1/8"
26-1/2"
37"
50 -5/8"
210.0
210.0
210.0
167.1
200.1
210.0
119.7
143.3
163.7
19-1/8"
26-1/2"
37 ".
63"
175.4
209.9
210.0
126.6
151.5
178.4
90.7
108.5
127.7
19-1/8"
26 -1/2"
74 -1/4"
191.6 r
210.0
210.0
138.3
165.5
194.8
PERFORMANCE VALUES FOR INSTALLATION OF
ANCHORS TYPE 'A' 'B' OR P C'
REFER TO SHEET 5 FOR DETAILS
•
ANCHORS:
AT 6" FROM CORNERS AND 17" 0.C. MAX. SPACING.
TYPE 'A'= 3/16" TAPCONS
THRU 1BY WOOD BUCKS INTO MASONRY
OR DIRECTLY INTO CONC. OR MASONRY
1 -1/4" MIN. MASONRY EMBED
3/16" SELF DRILLING (TEKS) SCREWS
INTO METAL STRUCTURES
TYPE 'B'= 1/4" TAPCONS
INTO 2BY BUCKS OR WOOD STRUCTURES
1 -1/2" MIN. WOOD EMBEDMENT
TYPE 'C'= 1/4" TAPCONS
THRU 1BY WOOD BUCKS INTO MASONRY -
OR DIRECTLY INTO CONC. OR MASONRY,
1-1/4" MIN. MASONRY EMBED -
#10 SM$
INTO DADE COUNTY APPROVED MULLIONS
1114 SMS
INTO METAL STRUCTURES
TAPCONS AS MANUFACTURED BY ELC0.1
Engr. DR. HUMAYOUN FAR000 APPROVED AS COMPLYING WITH THE
STRUCTURES
FIJI PE / 16557 SOUTH FLORIDA BUILDING CODE
DATE /6w ,4ar ZZ . W0119
BY
PR ODUCT CONTROL DIYISI
BUILDING CODE COMPLIANCE OFRCE
SEP 2 8 2001 ACCEPTANCE IIO.O /- /003.O 3
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drawing no.
W98-100
(sheet 6 of 6 .)
VENT WIDTH
WINDOW WIDTH
EXTERIOR
1■I W I-
W
E-4
Z
' W
SNUBBER >
AT IMPACT WINDOWS ONLY
D.L. OPG.
GENERAL WINDOW SECTIONS
W
1
z
1.)
a
J
a
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0
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FOR GLASS TYPES,
REFER TO
SHEETS 3, 3A AND- 4.
INSTRUCTIONS FOR USING THESE CHARTS:
STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW.
STEP 2 OBTAIN CAPACITY OF WINDOW /GLASS TYPE FROM APPROPRIATE CHARTS.
A) SHEET 3 & 3A FOR IMPACT RESISTANT.
B) SHEET 4 FOR NON- IMPACT RESISTANT.
STEP 3 SELECT INSTALLATION (ANCHOR) TYPE FROM
DETAILS ON SHEET 5 AND CHART ON SHEET 6.
THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR
EXCEED THE REQUIRED PRESSURES.
D.L. DPG.
VENT WIDTH
2 1/2'
WINDO'1 WIDTH
•
J
24' MAX. TYP.
AT SHORTER SIDES
WINDOW WIDTH
VENT WIDTH
WW -2'
O.L OPG.
WW -7
17' MAX.
TYPICAL ELEVATION
Engr. OR. HUMAYOUN FAROOQ
STRUCTURES
FLA. PE f 16557
SEP 2 8 2001
FOR MULLION /MULTIPLE UNITS, REFER TO
- • SEPARATE CC! MULLION N.O.A.
6 - MAX. TYP.
AT HEAD /SILL CORNERS
W
0
NOTES; -
1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING
CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS
AS PER ASCE 7 -88 USING CORRESPONDING LOADS.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. .
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
h
V1
3
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SURFACE APPLIED
FALSE MUNTINS
OPTIONAL - •
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATE orpenbcr 22 Ilq
BY v im ✓
ODUCT CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. O(—(Ou2
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drawing no.
W98 --100