HomeMy WebLinkAboutIMPACT WINDOWDOOR DESIGN LOAD CAPACITY - PSF
PANEL WUM
INCHES
DOOR FR41EHEIGIff
INCHES
SM. INTERLOCKS
srD. ASTRAGAL
H.D. INTERLOCKS
ILD. ASMGAL NGAX0FPANELSExr,(+) INT-(-) TINT.(-)
30
36
42
48
54
60
66
72
78
84
96
1
60.0 60.0 60.0 60.0 12
60.0 60.0 60.0 60.0 12
60.0 60.0 60.0 60.0 12
60.0 60.0 60.0 60.0 12
60.0 60.0 60.0 60.0 1 12 1
60.0 60.0 1 60.0 60.0 12
60.0 60.0 1 60.0 60.0 12
60.0 60.0 1 60.0 60.0 11
58.6 513.6 1 60.0 60.0 10
54.4 54.4 60.0 6D.0 9
30
36
42
48
54
60
66
72
78
114
60.0 60.0 60.0 60.0 12
60.0 60.0 60.0 60.0 12
60.0 60.0 60.0 60.0 12
60.0 60.0 60.0 60.0 12 1
60.0 60.0 60.0 60.0 12 1
60.0 60.0 60.0 60.0 11
60.0 60.0 1 60.0 60.0 10
60.0 60.0 60.0 60.0 9
1 -58.6 58.6 60.0 60.0 9
1 54.4 54.4 60.0 60.0 8
30
36
42
48
54
06
72
76-1/8
121-7/8
60.0 60.0 60.0 60.0 12
613.0 60.0 60.0 60.0 12
60.0 60.0 60.0 60.0 12
60.0 60.0 60.0 60.0 12
60.0 60.0 60.0 60.0 11
60.0 60.0 60.0 60.0 10
6D.0 60.0 60.0 60.0 9
60.0 60.0 1 60.0 60.0 8
60.0 60.0 60aO BELO 8
30 60.0 6 T
m-
42
48
54
60
66
132
60.0 60.0 12
60.0 60.0 12
60.0 60.0 12
60.0 60.0 10
60.0 60.0 9
60.0 60.0 8
30
36 u
42
48
54LaO-18,
60.0 60.0 12
60.0
60.0
60.0
60.0
60.0
DO(ra%IGHT qD_ WIDTH SIZE MUST COMPLY
EGRESS RECIU19ENTS PER FBC AS APPLICABLE.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
1/4- HEAT STREWD GLASS
090" Intedayer
SentryGlas
By 'Kumray America. Inc.' RanlRandaWE. Stofft Architects, P.A.
1/4- HEAT STM'D G S
N 0OA Approval for Acquavista Lot
13
t Y. by: date:
I Z_T
DAYLITE OPENINGS:
D.L.O. HEIGHT PANEL HEIGHT - 7.375"
N6 DETAIL
D.L.O. WIDTH PANEL WIDTH - 6.375*
PANEL HEIGHT DOOR FRAME HEIGHT - 1.875"
9/116- OVERALL LAMINATED GLASS
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
EE
GURATIONS
WWIV. 1":
NNENINE
0
SERIES '60OKM-12' ALUMINUM SLIDING GLASS DOOR
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA 13UILDING CODE
INCCUDING HIGH vELocrTY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFE CT -LOADS,
TO THE BUILDING STRUCBJRE.!
IU
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO E E
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD 01,11
ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEAJJNG AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY.
AND TO BE REVIEWED BY BUILDING OFFICIAL
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABEUNG TO COMPLY WfTH SECTION 1709.9.2.
K- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND
INSTALLATI N OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
ON THIS DOCUMENT.
B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF
ALTERED BY ANY MEANS.
c- SITE SPECIFIC PROJECTS SKILL BE PREPARED By A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH MU. BECOME THE ENGINEER OF RECORD IF O.R.)
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P.E.D. ENGINEER Of RECORD, ACTING AS A DELEGATED
ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE
SPECIFIC DRAWINGS FOR REVIEW.
D-THIS P.E.D. SKILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF
THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.
FL #18321
1111
Sealed: 211412018
M
Z
0 9.
0 0. 0
0 t
Cy0REM
0 A. in g
0 0
V)
U) o
iZOE a
C,
to
u-
r 2
3:LD -i
1`1us ..0
U5
drawing no.
18-24F
c 0z1
Xx
F: F
ILIt,
cz
U)
Rix
C,
F— bp
1 5/8-
@ id
ON F
90
16' MAX. 12* MAX.
JAMBCORNERS
MPH
E4 '
JA.
I
D06—R —N—WE TiEl—GHT
120'
PANEL HEIGKT
112 5/8-
n i Opa. z
R
0-
0
x
lTTL===== Iu . rr Tr
I ir Tj
m
0
IQ=
0
CORNERS
04
CORNERS
CORNERS
SERIES '6DOKM-12' ALUM SUDING GLASS DOOR (LK
SIW IMPACT WINDOWS, LLC.
975 S. CONGRESS AVE. #102
DELRAY BEACH, FL. 33445
TEL (561) 274-9392 FAY (561) 274-9262
AL,FAROOQ CORPORATION a,
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
MIAMI. FLORIDA 33173 (C.A.N. 3538)
TEL (305) 264-SIOO FAX (305) 262-6978
ooMo
M Co
0
gr
0.
548.
n -i — 1 5/8" Fr
40"
co L>
C I . z1 xX 0
W
960
Mlo =
0
S
0 In 0 MR, 4
I- F F 2 g
W
Ru
Icn
2gii4
CD
M
7
RECEI CO
3/.
JAN2
d' TARIQ
n 9 W b
16' MAX.
145 7/8" MAX.
OR FRAME HEIGHT
144'
PANEL HEIGHT
136 5/8"
D.L. OPG.
nx
OmR13
12' MAX.
JAMSCORNERS
R .i o
c "F1
ow
T''
JAMBS
CORNERS
14" MAXI
JAMB S
CORNERS
14
CORNERS
14' MAX.
JAMBS
CORNERS
1 5/8-
1 S/B- MIN.
1 5/B- MIN.
MIN.
0
SERIES '60OKM-',12' ALUM SUDNO GLASS DOOR (LM-1.) AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
SIW IMPA:CT WINDOWS, LLC. 93GO SUNSET DRPJE, SUME 220
975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 331.73 (C.A.N. 3538)
f
DELRAY 13E CH, FL. 33445 TEL. (305) 264-8100 1. .. ..
C
TEL (561) 274-9392 FAX. (S61) 274-9262 COMP-ANL\ 1 A-94F-qVW
si-. i.ucie CountY, Permitting
A
121 7/8- MAX.
41v
F F: F
AllCDCD0c0
m C)
m
d-U% 01-18-18
br.
1 5/8"
0.
P9z
a
Ci
o
0
0
DOOR FRAME HEIGHT
120"
PANEL HEIGHT
112 5/8-
D.L. OPG -
T. -----
JI
Tr ------ n ----- ----- rr--=== Ti
71
Um
EmFl
inz
01
1 5/8-
3HIp
MIN'
MIN7_
T
W-1100
0
0c'
wow
MAX.
AXE CORNERS
CORNERS
WW
0
CORNERS
1 E
14" MAX. 6" MAX.
SERIES '60OKM-12' AWM SUDING GLASS DOOR (L .1.) AL-FAROOQ CORPORATIONa
SIW IMPACT WINDOWS. LLC-
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
975 S. CONGRESS AVE. #1102 MIAMI, FLORIDA 33173 (C-4.N. 8) 353 cDELRAYBEACH, FL. 33445 TEL. (305) 264-8100 FAX (305) 262 6978
TEL (561) 274-9392 FAX (56 '1 COMP-ANL\18-24F-SIW)
I.. —
CC) C40
coCD02toCDCL
C3
OD
O0:E
p
C, Xx
w-
3! DOOR FRAME HEIGHT
144'
OC PANEL HEIGHT
g136z
5/8-
1 5/8* D.L. OPG.
MIN.
L11 - - - - - - - - - - - - - - - - - - U - - - - - -
p
0
cl m
qF'
mw
40'
R
m-, ILTO
qFl
R
pq
m;u
U
I I 14-IMAX.
as
r
JAM.BS
k— ....... ; IES '600KM 12' ALUM SUDING GLASS DOOR (L.M.
no- 0 y escrip to.
SIW IMPACT WINDOWS, LLC.
975 S C GRESS AVE. #102
DELRA BaCH, FL. 33445
TEL (561) 21 9392 FAX (561) 274-9262
UTLITU
6" MAX.
CORNERS
6- MAX.
JAMSCORNERS
AL-FAROOQ CORIPORAT10N
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220 f
MIAMI, FLORIDA 33173 (C-4.N. 3538)
TEL (305) 264-8100 FAX (305) 262-697S c
NOTE:
DOOR FRAM
CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY
DOOR FRAME WIDTH SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 12 THRU 18 N
2EN H SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS z cb
2 THRU 5. 0
THIS APPROVAL ALLOWS ANY NUMBER OF PANELS ON 2. 3. 4 OR 5 P j
TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT.
ci
0Do. . -,, "
a,
SEE SHEET 1 FOR MAX. NUMBER OF PANELS AT EACH DOOR. 0
0
EXTERIOR
X0 (SHOWN) m
ox IS
In0m
DOOR FRAME W. 0 04
I I
@>-
OL
77!U
XX (SHOWN) EXTERIOR
10
to G
DOOR FRAME WIDTH
DOOR FRAME VADTH
z u)
1
C--, ISREH Ln.
7 z
77r In
G
LLJ d
OX—O(SHOWN) EXTERIOR ma
0—x0
Ma,
NON —POCKET
TWO (2) TRACKS
FL #18321
E
70 92
a
41
Sealed: 2114/2018
Irowing no.
18-24F
DOOR FRAME W
XO (SHOWN)
Ox
DOOR FRAME_V.,
XX (SHOWN)
jo,
OX-O(SHOWN)
o-xo
DOOR FRAME Y21"
T @>- - Q-
0
XXX (SHOWN)
A FIQURATION
THREE (3) TRACKS
L, 1700
FRAME
NOTE:
CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY
SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 12 THRU 18)
2 THRU 5.
THIS APPROVAL ALLOWS ANY NUMBER OF PANELS ON 2. 3, 4 OR 5 w
TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT. m 01. 0
SEE SHEET 1 FOR MAX. NUMBER OF PANELS AT EACH DOOR.
o t R
cyo M 0
6 w 0: IL a
0 -at
z 0
2
FL #18321
Cjj
3t Li K)
0 > to
Zcn[
Fu) E w X
3: Lo -1
70592
OF 0'
18-24F
Sealed: 2114/2018
DOOR FRAME WIDTH —
1
4 ;;J (F_ F - - D
ccc
OX—XO(SHOWN)
DOOR FRAME WIDTH
t E
D
OX—XXX (SHOWN)
OXX—XXO(SHOWN)
APPROVED CONFIGURA-nouB
NON —POCKETED DOORS
THREE (3) TRACK
NOTE: F—Ou—
CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY
SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 12 THRU 18)
Z gSEEAPPLICABLEELEVATIONFORANCHORLOCATIONINSHEETS
2 THRU 5.
p
THIS APPROVAL ALLOWS ANY NUMBER OF PANELS ON 2, 3, 4 OR 5
TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT. 0j 0
SEE SHEET 1 FOR MAX. NUMBER. OF PANELS AT EACH DOOR.
DOOR FRAME WIDTH 0 t m
0 2!2
0
M zu! a
EXTERIOR Lqzo5wZmLuM
MIN "
No. 70592
F,
10.. %
ON.,
FL #18321
Sealed: 2/14/2018
j 0
n G
C6 1:
0
Z(n
Lu ir
F6 0z0 mc)
2
1
ILLIm0
1-1tl
co
CD
F
0'
Co
3
i "' I ... ?
o
TMQ
F.hl.
POCKET NOT PART
OF THIS APPROVAL
uxx
POCKET NOT PART I
OF THIS APPROVAL I
DOOR FRAME HEIGHT
WOCKET NOT PART I I I . DOOR FRAME HEIGIfr
OF THIS APPROVAL I - - - - - - - - - - - 1 POCKET NOT PART
OF THIS APPROVAL
D 0 IPOCKET NOT PART I
x 'D
x -u'OF THIS APPROVAL I
x
x
x -u x
NOT
NOT
A -i " U) 0 z
ml m m 0 0
1 , in- ml I rn z 'I23
En Xm o c , 6 2
19 1 '-" . r- '-: 3!
0 0 f4
m * ; 3
U) Z
F0 w
a m
m ml 0 '0
Z-
K rn Z 10
C 0 z3mmc:
On Fn rO =j8
M80
r -nz . 0
m!Q -0 -, 2 z
z
0.
m
4
05) m
nz z (on
5 2— M
M!Q tA zo
0 11
0 M
Fu M.P, V) m 0o
U)
SERIES '6000-12' k,UM SUDING GLM DOOR (LM.1 AL-FAROOQ CORPORATION a
SIW IMPACT WINDOWS, LLC. ENGINEERS & PRODUCT DEVELOPMrxr
9360 SUNSET DRIVE, SUTTE 220 f975S. CONIGRESS AVE. #102 MIAMI, FLORIDA 331.73
cDELRAYBEACH, FL 33445 TEL (305) 264-8100 FA)L (305)
TEL (561) 274-93q2 FAX. (561) 274-9252 F—
4,fjDOORFRAMEWIDTH (n
DOOR FRAME WIDTH
go '1 0 '0001MIT — I A. E ci 0
ML j 0 t 0
oxxx—xxxo 0 on g i24q-,1z 0
APPROVED QCNFIGLJRATIQNS 0 a. 0,4
TED DOOR 0 0 b , ;
X100
m FOUR (4) TRACK to
M
DOOR FRAME WIDTH
NOTE:
9.2
CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY
DOOR FRAME WIDTH (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 12 THRU 18) =11
I SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS
E 0- -
G LN
THIS APPROVAL ALLOWS ANY NUMBER OF PANELS ON 2. 3 4 OR 5 —10
V; .
TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE AESENT. G
SEE SHEET 1 FOR MAX. NUMBER OF PANELS AT EACH DOOR.
0 W>
L 0 V,)
DrTERIOR ::w
PXXX (SHOWN)
z0 m72L)
DOOR FRAME WIDTH p 'i G
tor, W j
a) 0
DOOR FRAME WIDTH
L =6Tr, I K
W
9- -c I z 0
0 ZE T!I&
00EXTERIORki
PXXX—XXXP (SHOWN)
APPIR IONS0K
FOUR (4) TRACKS
Pko ARA.
No.70592
F drawing no.
18-24F
FL #18321
Sealed: 2114/2018
E
a$ 0 D
oxxxx-xxxxo
0QKETFn DOORS
FIVE (5) TRACKS
25 4. 4- 4- 4- 8 5!
Lni F- i 0
00
0LL
PXXXX (SHOWN)
DOOR FRAME WIDTH
r. 10- 1
0
0 01
D
0, a f 0 01
PXXXX—XXXXP (SHOWN)
APPROVED CONFIGURATION
m
FIVE (5) TRACK
OF i
Iny!
EXTERIOR
NOTE:
CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY
SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 12 THRU 18)
SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS
2 THRU 5.
THIS APPROVAL ALLOWS ANY NUMBER OF PANELS ON 2, 3. 4 OR 5
TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT.
SEE SHEET 1 FOR MAX. NUMBER OF PANELS AT EACH DOOR.
4%
z J
0
g
goeo
O R
c
IL
Ir
0 t
0 11E 101
wul a
3 a 2 a
0,0Zm:5 j
tu 0 N
A
Cj0
E 0. rn
F- z700 ma
L'U0
EXTERIOR
No.70592
F drawing no.
18-24F
FL #18321 / "1 1111111%
Sealed: 2114/2018
TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS
TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS5) PAIRS AT STILE ENDS (5) 'PAIRS AT STILE ENDS
SE'E'ELEV. FOR SPACING (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING 'SEE ELEV. rOR SPACING
SEE ELEV. FOR SPACING
1BY OR 2BY WOOD BUCK METAL
OTE BELOW) UCTURESEE.jhl 0
tbGt* DJ'
FOR SPACIN,
LEDGE
EDGE
C NCRE'r4e-. EDGE.'DIST.- 1 5/8"- CED.GE DI /8"
DIST.
RET'E-. C6NE MIN. 0
IL
3
U L 3
0 u
0 [c IxF10
11.0
1920211z
11 F.B.C. APPR'D MULLION .9
OVAL
zo m UL-A
r7v/ fl
C, ;
t
TYPICAL ANCHORS IN PAIRS 'o
5) PAIRS AT STILE ENDS
SEE ELEV. FOR SPACING
0 K)
TYPICAL ANCHORS: SEE ELEV. FOR SPACING OT BY SIWIIji1BYOR2BYWOODBUCKSANDMETALSTRUCTUREN :
Lj
1/4" DIA, ULTRACON BY 'ELCO (Fu-177 KSI,, Fy-155 KSI) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM0
AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO WOOD STRUCTURES 7 z
FTF11 FWTF-Tr-DI 2 MIN. PENETRATION INTO WOOD HEAD JAMBS in
THRU 1 BY BUCKS INTO CONC. OR BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 12 3: Lj -j
1-3/4" MIN. EMBED INTO CONIC. OR FILLED BLOCKS (JAMBS)
DIRECTLY INTO CONC. OR BLOCKS
2" MIN. EMBED INTO CONCRETE (HEAD/SILL)
2" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS (JAMBS)
r1 1/4* DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS)
INTO METAL STRUCTURES (HEAD/JAMBS)
3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
INTEGRAL RISER SECURED TO EACH JAMB
FH S ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 2 #6 X 1/2
STEEL.- 1/8- THK. MIN. (Fy = 36 KSI MIN.)
10
SILICONE (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
SEALANT
14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS)
ED INTO F.B.C. APPROVED MULLIONS .
2
3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS F3 TRACK FRAMES -L-
2 .01 1 1 1 1
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) 1%11 fill"/ —
STEEL- 1/8" THK. MIN. (Fy = 36 KS1 MIN.) (NO SHIMS)
F77-4 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
V
CRET .POURFD & HARDENED TYPICAL EDGE DISTANC
HIGH STRENGTH GROUT o.70592
5000 PSI MIN.
EDGE DIST.
I.. I INTO CONCRETE AND BLOCKS = 1" MIN. (EXCEPT AS NOTED)
NOT By s1w INTO WOOD STRUCTURE = 1 " MIN.
MUST TRANSFER SHEAR INTO METAL STRUCTURE = 3/4- MIN. LOADS TO STRUCTURE
drawing a.
TYPICAL ANCHORS IN PAIRS
WOOD AT HEAD OR JAMBS SG = 0.55 MIN. 18-24FCONCRETEATHEAD. SILL OR JAMBS Vc = 3000 PSI MIN.
no
5) PAIRS AT STILE ENDS 70
SEE ELEV. FOR SPACING C-90 HOULOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. FL #1832 11, AL
Sealed: 2114/2018
CAL ANCHORS
PAIRS
E ELEV. FOR SPACING
IN PAIRS #8 X 3/4- FH TEKS
SEn:E E L"EV. FOR ING AT 4* FROM ENDS
1/2- MAX.
AND 12' D.C.
SHIMS PANEL WIDTH
E D- — REJNF.
LO @ LOCKS WITHASREDD
INTERNAL MECHANISM
73) SEE SHEET '@SEE'SHEET 19
CONP...' OR ". ' MASONR)-.
REINF.
AS REQD.
SEE SHEET 1
113Y OR 213Y
WOOD BUCKS
SEE NOTE SHEET 1
EXTERIOR
1 3 TRA
ALT. LOCATION FOR ANCHORS AT EXTERIOR TRACKS
APPUCA13LE AT ALL SUBSTRATES.
C6NC.
OR MASONRY
im,
ALTERNATE ANCHOR LOCATION
FOR IN -LINE PAIRS AT 3 TRACK JAMBS
APPLICABLE AT ALL SUBSTRATES
FL #18321
Sealed: 2114/2018
a
z
iff
01dg
0 m
0 ga A
cy 0 ?
0 "L: 0S
0
wuj 0
Z 2 1
ZOE a
3 w j
LZURE P
0
0 2)
Z_u) L_'j_ Lv),
z0u m
ui
10
cn r.' L.0
3rowing no.
18-24F
cf) CDa) CD
F
Nj
CD
ca
3 1/4-
EDGE DIST. MIN.
STAGGERED 2 A
Ini
a
p 0
TNI 1. R
8
j wmC3M . ,
p
rp
0
3 :>
revisions:
date b descri AL.-FAROOQ CORPORATION a
3/8- H) ENGINEERS & PRODUCT DEVELOPMENT
SIW IMPACT WINDOWS. LLC. 9360 SUNISIEr DRrVF- SUFrE 220 f975S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 (C.A.N. 3538)
DELRAY BEACH, FL. 33445 TEL (305) 26"11,100 FA)L (305) 282-6978
c
L!—) TEL (561) 274-9392 FAX. (561) 274-92 .(
TYPICAL ANCHORS
A//
1/2" MAX. (—P—)
HOOK STRIP ANCHORS
AT 12' FROM ENDS
AND 16' D.C.
EE-ELEVS.--ON
11HEErS 2 '& 3
HOOK STRIP ANCHORS
AT 4" FROM ENDS
AND 16' O.Q
SEE ELEVS. ON
SHEETS 2 & 3
I 1A"mAx-
EXr.
mPOCKETED
JAMB OPTION
POCKET CAVITY NOT BY SIW
NOT PART OF THIS APPROVAL
TO BE REVIEWED BY AHJ
TYPICAL ANCHORS
IN PAIRS
SEE ELEV. FOR SPACING,
1/2' MAX.
SHIMS
va==
ki
HOOK STRIP ANCHORS:
14 SMS (GRADE 2 CRS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRAnON INTO WOOD
1/4" DIA, ULTRACON BY 'ELCO' (F-177 KSI. FY-155 KSI)
DIRECTLY INTO CONCRETE OR BLOCKS
1-3/4- MIN. EMBED INTO CONCRETE
1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS
14 SMS OR SELF=DRILLING SCREWS (GRADE 2 CRS)
INTO METAL STRUCTURES
3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-TS MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
13 TRACK FR ES
AN,
No.70592
OF
Sealed: 2/14/2018
Z
0
I- W
go 0 't a0 L
0 mm1
OggCf
C)
01
j 0
In
En
LLJOf
j5o 1
z7 <0650. 0
Ln 3-1 LOA
5)
LLJr- a0)
drawing no.
18-24F
TYPICAL ANCHORS IN PAIRS
5) PAIRS AT STILE ENDS
ELEV. FOR SPACINGSEE'
1BY OR 2BY WOOD BUCK
k6dE 6IST.-
NOTE BELOW)
MIN.
TYPICAL ANCHORS IN PAIRS
PAIRS AT STILE ENDS5) SEE ELEV. FOR SPACING
5
1 5/8'
MIN.
NC
1 'I/wmm J.'5 8*-
EDGE-DIsT, TU. 4AIN.
TYPICAL ANCHORS IN PAIRS
5) PAIRS AT STILE ENDS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS
STILE ENDS (5) PAIRS AT STILE ENDS 4% R SPACING ELEV. FOR SPACING
METAL z
STRUCTURES 2
Ir -------------- - - I! I -
TYPICAL ANCHORS
IN PAIRS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
IN PAIRS
SEE ELEV. FOR SPACING
1/2' MAXL 1/2- MAX. 4SEEM..,
Li
EXT.
3
ORMASO NRYI.
TYPICAL ANCHORS
11 F.B.C. APPR-D MULUON
SEE SEPARATE APPROVAL
0 0
0' "
0
A ----- --- IL E
CLI jxo i
0 t "n
gof0 0
CL 0 g ;;
0'atE
TYPICAL ANCHORS IN PAIRS 1% 0
5) PAIRS AT STILE ENDS IC oil
SEE ELEV. FOR SPACING L6 os0to
ME
c' j 0
Lo ;
U)
z U)
z00
03 UI cr,,
2 TRACK FRAMEfl 9.
ANCHOR LOCATIONS 5. u
t01 1 1 1
I
1
Ah.
P
No. 70592
oz
F
FL #1832
Sealed: 2/1412018
1/4-
EXT, EXT. e, F EXT.
z
z
ar
p
Ei
0
0
zT
mgo
W1/2- MAX
00
1/2- MAX. f; 9SHIMS10SHIMS
z
Z!p
z 80 51
E-)Cr.
WOOD
STRUCTURE
3 1/4-
EDGE DIST. MIN
STAGGER Me
0 M
SHIW-- z
EXT.
3 1/4'
EDGE DIST. MIN.
r
0
3 1/4*
FN
coCID
cn 0
CD
CD
z
C,
revi'-E7io-n—s
no dal V escriDtion
T-1.
r
co
0
02
z
0
22z
1/Z- MAX. 0.2
SHIMS
OCT.
2 1 11
R
2;!2 Z
Oakw
SERIES '6DOKM-12'AL6M SUDING GLASS DOOR (LM.I.) Al--FAROOQ CORPORATION
SlW IMPACT WINDOWS, LLC. ENGINEERS & PRODUCT DEVELOPMENT
360 SUNSET DRIVE, SUITE 220
975 S 'ONGRESS AVE. #1 1, FLORIDA 33173 (C.A.N. SSS8) 02 MIAM
f
DELRAY BEACH, L. 33445 TEL (305) 264-8100 FAX (305) 262-6978
TEL. (551) 274-93921 FAX. (561) 274-9262 --- k .
TYPICAL ANCHORS IN PAIRS
5) PAIRS AT STILE ENDS
SPACING w TYPICAL ANCHORS IN PAIRS
5) PAIRS AT STILE ENDSx01 b"u
EE
ELOEVF'OR SPACING
1 BY OR 213Y WOOD BUCKV
TYPICAL ANCHORS IN PAIRS
5) PAIRS AT STILE ENDS
E EEEEELEV. FOR SPACING
3 1/4" 3 EI)d F. DIST.
ELI U
TYPICAL ANCHORS TYPICAL ANCHORS
IN PAIRS
SEE ELEV
IN PAIRS
SEE
OR SPACING OR =.&G
2" MAX. 1/2' MAX.
SHIMS SHIMS
in
F
IL
n n n n n (no.
1 - -I F, 111 p Li-:- -M I j U, -M I I p I
CONCR E
MIN.-
rYPICAL AN2 CHOIRS IN PAIRS
5) PAIRS AT STILE ENDS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS IN PAIRS
5) PAIRS AT STILE ENDS01E'E"M. FOR SPACING
FDGE DIST.
A
F1
F.B.C. APPR'D MULLION
SEE SEPARATE APPROVAL
9 02.
U. ZW 0o
Ju
su =i
T7
CAL ANCHORS IN PAIRS
PAIRS AT STILE ENDS 0 w <
ELEV. FOR SPACING
v))
at wD:
7 ( z
umOLL)
vi
r Ld
5 TRACK Fi MES
Is7ANCHORLOCATIONS
a
No. 705M
FL #18321
Sealed: 2114/2018
CO
cnCDRLCD
CD
03
m (d-tk 01-18-1B
TARIQ
P rdZ by:
21
x X"
2 2
0 0 0 0
P P Fl 9 P P P F' P P Fl P P P R P P m
0 0 in C3 1,
F 0
9 F P P F
0 0 0
IVF, ml -1. 1 4. i4l 51i 61i 1 -.1 A'
0
SERIES 'GOOKM-,12' ALUM SLIDING GLASS DOOR (LM.
SIW IMPACT WINDOWS, LLC.
975 S. C GRESS AVE. #102
DELRAY CH, FL. 33445
TEL (561) 27-9392 FAX. (561) 274-9262
AL-FAROOQ CORPORATIONa
ENGINEERS a, PRODUCT DEVELOPMENT
9360 SUNSET DRPfF- SUITE 220
MIAMI, FLORIDA33173 (C.A.N. 3538)
TEL (305) 26"100 FAX (305) 262-6978 l c
r- 3.150
ZZH5 [-
4.775- 6.400 8.025-
FERA-151-fU51 =H5 =fT5r-t-T 7-1
2504-075 -.075 -1.075
T] -.
075
1.875 1 . , 1.875 1.577 1.875 +7
1.577 1.57 1.577
L .
250-
LF- _j LF - 7-T
0 2 TRACK FRAME HEAD
125
LILL-Ij 1.000 5
L-3.876
2 TRACK FRAME SILL
9 3 TRACK FRAME HEAD I (@) 4 TRACK FRAME HEAD
5 - 12
t2 32.375
312
2-3/4' SILL ADAPTER
t- 4.937 6.563 8.188 E m
125 1.125 A-25
p n o -a
00
1.000 1.000 L 1.000
S (
n
500 500
T- L<6 U) oL5.439 7.064- -8.689 S
@ 3 TRACK FRAME SILL
1 50
1.250
1
1*22
1.250
1.375
1.250
1.375
37, rr--i
5 5.000 .
250
6.625
3.374
060LI -io7 I 1
@ 4 TRACK FRAME SILL
2 TRACK FRAME JAMB 1 (3 TRACK FRAME JAMB 114 TRACK FRAME JAMB 1 (15 TRACK FRAME JAMB
1.23o r
100
3.165
1.375
1411
949
1.375
4.222
082
PANEL TOP RAIL I Q) PANEL BOTTOM RAIL FEMALE ASTRAGAL
3.187-
F1.
812-
082
949
1..41
1.941
STD. INTER LOCK STILE
H.D. INTERLOCK STILE
5 TRACK FRAME HEAD
5 TRACK FRAME SILL @ JAMB ANCHOR COVER
076 7J2.74 3.078
T- 789
3.
@ HOOK STRIP
r1.585-1 -
I -
I r 500
F 2W F
2.528 2.5002.028
2.000I _I L] L
1.036 -
D1 REINFORCEMENT REINFORCEMENT ASTRAGAL REINF.
8
STILE
70592
0 ST,
18-24F
FL #18321
Sealed: 2/14/2018
orhC6
o
z
p"
S -,
7 yzn A
o, ci
ui
tor,
21
PANEL BOTTOM CORNIT
TCHES FOR
ADER LEGS
NOTCHES
1/4- DLA.
1/4- X 2- WEEP
IN FRONT
6 X 1/2-
sms
0*
SILL CORNER CLOSURE
ALUM GRAEK METAL
SEALANT:
FRAME BOTTOM CORNE ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
CRL SMALL JOINT SEALER.
LOCKING HARDWARE SEALED WITH CLEAR SILICONE
1
953
068
050
124
E.075
T
HARDNESS 73 SHORE A
1
S' 570— TENSILE STRENGTH 100% STRAIN)5406 P
TENSILE STRENGTH (BREAK)- 8 PSI
0:
0,
ELONGATION AT BREAK = 460%
0 0SPECIFICGRAVITY - 0. 98
GLAZING GASKET
SANTOPRENE
wz
Egg
EXTRUDED PLASTICS' 6 MS
TOP FRAME SILL BOTTOM LEGS
TRIMMED TO RECIEVE TROUGH
5-1/4- X 2-1/2- X 3/8-
ALUM BRAEK METAL TROUGH
SEALED TO FRAME SILL WITH
SIKAFLEX URETHANE SEALANT E-S 0
ENTIRE PERIMETER
TO PREVENT WATER LEAKAGE cn.,: Z§ (c,";
3/8
oz
G,
L
U)
2 1/2. V in
M ILL
TROUGH . AT Cig' 'EACH PANEL
SILL ROTATED 90* TO SHOW WEEP DETAILS
FL #18321
A
N
70592
0'
1 —248 F
Sealed: 2/14/2018