HomeMy WebLinkAboutProduct Approval ti AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61 G20-3 • METHOD 1 OPTION D
FL 19037
Date: 10/2315
Detailed Product Description:
Manufacturer:AWP WINDOWS AND DOORS, LLC.
Manufacturer Address: 8130 NW 74th AVENUE—MEDLEY,FL 33166
Model Name: SERIES "10000 TILT"WHITE PVC SINGLE HUNG WINDOW
Maximum Width: 52-1/8"
Maximum Height:75-3/4"
Maximum Load:+70.0 PSF,-70.0 PSF (Large Missile Impact)
Installation Drawings#W15-64
This product complies with the High Velocity Hurricane Zone (HVHZ)testing requirements.
The above maximum parameters do not occur simultaneously.
See installation drawings for combination of span vs loads.
Comparative analysis used X Yes No
Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202)
TEST DESCRIPTION TEST LOCATION TEST REPORT TEST,•:. •Test
DATE REPORT#' , Sealed by.
ASTM E283 Air Infiltration Fenestration Testing 09/14/2009 FTL-5952 Julio E.Gonzalez,P.E.
Leakage Laboratory,Inc. 09/12/2008 FTL-5666 Michael Wenzel,P.E.
ASTM E331 Water Fenestration Testing 09/14/2009 FTL-5952 Julio E.Gonzalez,P.E.
OR ASTM 547 Penetration Laboratory, Inc. 09/12/2008 FTL-5666 Michael Wenzel,P.E.
&TAS 202
ASTM E330 Uniform Static Fenestration Testing 09/14/2009 FTL-5952 Julio E.Gonzalez,P.E.
&TAS 202 Air Press. Laboratory, Inc. 09/12/2008 FTL-5666 Michael Wenzel,P.E.
ASTM F588 Forced Entry Fenestration Testing 09/14/2009 FTL-5952 Julio E.Gonzalez,P.E.
Laboratory,Inc. 09/12/2008 FTL-5666 Michael Wenzel,P.E.
Supplemental Tests(Tested in accordance with TAS-201 and TAS-203)
TEST DESCRIPTION TEST LOCATIONTEST REPORT TEST Test .
DATE REPORT# Sealed by
FBC 1626.2 Large Missile Fenestration Testing 09/14/2009 FTL-5952 Julio E.Gonzalez,P.E.
(TAS 201&203) Impact&Cyclic Laboratory,Inc. 09/12/2008 FTL-5666 Michael Wenzel,P.E.
Under the limitations of the attached installation drawings,to the best of my knowledge and ability, the
above product conforms to the requirements of the 2014 Florida Building Code.
Evaluation Report Engineer: pJPO aNMgp••,
No ]0592•
Javad Ahmad PE#70592
Corporation EB#3538 0. STAT of
AI-Faroo
q Cor P ;t �ORIO�G�2:
'•}SS, •E�,P`Signed 10127/2015
1235 SW 871"Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com ]' alfarooa@afceng.com
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Signed 10/28/2015
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Signed 10/28/2015
ITEM PART M QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 3
6
1 W-10001 1 FLANGE FRAME HEAD PVC QUANEX BUILDING PRODUCTS INC.
IA W-10001 1 FLUSH FRAME HEAD PVC QUANEX BUILDING PRODUCTS INC. v1
1B W-10001 1 FIN FRAME HEAD PVC QUANEX BUILDING PRODUCTS INC. Z m j
2 W-10001 2 FLANGE FRAME JAMB PVC QUANEX BUILDING PRODUCTS INC. O Z 'Pf Z
2A W-10001 2 FLUSH FRAME JAMB PVC QUANEX BUILDING PRODUCTS INC. Q W n
28 IYV-100011 2 FIN FRAME JAMB PVC QUANEX BUILDING PRODUCTS INC. IL o o
3 W-10002 1 FLANGE FRAME SILL PVC QUANEX BUILDING PRODUCTS INC. OHI V
3A W-10002 1 FLUSH FRAME SILL PVC QUANEX BUILDING PRODUCTS INC. IL
3B W-10002 1 FIN FRAME SILL PVC QUANEX BUILDING PRODUCTS INC. O a
4 W-10003 1 VENT BOTTOM RAIL PVC QUANEX BUILDING PRODUCTS INC. V a
5 W-10004 1 VENT INTERLOCK STILE PVC QUANEX BUILDING PRODUCTS INC. O'¢j M G
6 W-10005 2 VENT SIDE STILE PVC OUANEX BUILDING PRODUCTS INC. _ O a a O o~p
O �
7 W-10006 1 FIXED INTERLOCK PVC QUANEX BUILDING PRODUCTS INC. h
8 W-10007 R GLAZING BEADcc PVC QUANEX BUILDING PRODUCTS INC. a W 3 LL N
Z y
9 W-10008 3 HEAD/JAMB COVER PVC QUANEX BUILDING PRODUCTS INC. IO
9A W-10008 2 VENT STOP(3"LONG) PVC QUANEX BUILDING PRODUCTS INC. Q W m
10 W-10009 1 VENT BOTTOM LATCH LOCK AT MIDSPAN OF BOT, RAIL PVC QUANEX BUILDING PRODUCTS INC.
11 YE-1104 4/VENT VENT REINFORCEMENT 6063-T6 -
12 YE-1103 1/EACH FIXED INTERLOCK REINFORCEMENT 6063-T6 - o
n
13 - 2/VENT 'ULTRA-LIFT"BALANCE - "CALDWELL"
14 YH-5010 2/VENT BALANCE CARRIER ASSY. (MOD. 16H101) - "CALDWELL"
15 YH-524SS 2/VENT PIVOT BAR(MOD. 0614523-SS)AT EACH END OF BOT. RAIL S. STEEL ADEPT 3 U)
16 YH-1.316 AS REO'D. 0 3/8'HOLE PLUG(MOD. C-13856) NYLON ASHLAND g p n
17 YH-4026 AS REO'D. .187"x .270"FIN SEAL PILE WITH PLASTIC FIN W'STRIP - 'ULTRAFAB" c O
18 YH-590RH I/VENT TILT LATCH (MOD. 46.13.32.101 RIGHT)AT ENO OF TOP RAIL - 'TRUTH' W
19 YH-59OLH 1/VENT TILT LATCH (MOD. 46.13.32.102 LEFT)AT END OF TOP RAIL - 'TRUTH" Q Q
�
20 YH-595 2/VENT SWEEP LOCK(MOD. 677208)AT 6'FROM EACH END - 'DECO' =ih a
21 YH-597 2/VENT FACE MOUNT KEEPER (MOD. 677133)AT LOCK LOCATIONS - 'DECO' 3 n M1
22 YH-1610 2 WEEP HOLE COVER - 'ASHLAND" p _ m
23 YF-81 2/BAR d6 x 1/2"P.H.PH.DR. PIVOT BAR SCREW CAD PLATED CRS. - $ Z 3
24 YF-82 2/KEEPER #6 x 3/4"F.H.TEK. SQ.DR. KEEPER SCREWCAD PLATED CRS. - 0 3O n
25 YF-83 2/LOCK #8 x 7/8"F.H.TEK. PH.DR. SWEEP LOCK SCREW CAD PLATED CRS. - - 3 M W ,j
26 YF-78SH 4 H8 It 2-1/2"P.H. SS. SO.DR. FIXED MTG. RAIL SCREW S. STEEL (2)AT EACH END Q 00 m
27 YF-85 1/LATCH #6 x 1/2"F.H.SS. SQ.DR.TILT LATCH SCREW S. STEEL - 0
28 YF-90 1/BAL. #8 x 1-1/4"F.H.SS. PH.DR. BALANCE SCREW S. STEEL -
29 YF-92 14/VENT #8 x 3/8"F.H. PH.DR.VENT REINFORCING SCREW CAD PLATED CRS. -
MITERED WELDED 30 YF-21SS 5/VENT #8 x 1/2"P.H. SS. PH.DR. FIXED MR. REINF. SCREW S. STEEL AT 4" FROM ENDS do 10-1/4"O.C.
CORNERS 31 - AS RECD. ALUM CHANNEL 6063-T6 -
32 - AS REDD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A g
WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, `u
EXTRUDER NAME, CITY, STATE AND 'MDCA'. y
MITERED WELDED c
CORNERS N a
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No.70592
S �drawing no.
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VENT CORNERS FRAME CORNERS FL J�19037����.�i'®��'..L \ �
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Signed 10/28/2015
TYPICAL ANCHORS METAL ` a
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&MULLION ANCHORS �:w
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USTAIN LOADS IMPOSED BY GLAZING SYSTEM
— m
ANSFER THEM TO THE BUILDING STRUCTURE.
o
o ' ' SEALANTS: TYPICAL ANCHORS: SEE ELEV. FOR SPACING
FRAME, VENT CORNERS AND FIX. RAIL ENDS SEALED WITH 1/4' DIA. TAPCON BY '1717W' (F-125 KSI.Fy-100 KSI) s
WHITE/ALUMINUM COLORED SEALANT. 1•/4" DIA ULTRACON BY 'ELCO' (FV=177 KSI, Fy-155 KSI) p
17
„ p O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
n 27 20 WEEPHOLES: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ¢¢�
I' II II 1819 27 = Wl = 1-9/16° X 5/16° WEEP HOLES AT 4-3/8" FROM EACH END THRU 1BY BUCKS INTO GONG OR MASONRY ITA ,"Ty
fY. 26 WITH PLASTIC BAFFLE3
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) p0
7 25 x W2 = 5/8" WEEP NOTCH AT EACH END 1-i/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
U g Z
W 24 11 m W3 = 3/8" X 1/4" WEEP HOLES AT EACH ENDc 3 z n
DIRECTLY INTO CONC. OR MASONRY _
W4 = 1" X 1/8" WEEP HOLES AT 3-3/4" FROM EACH END 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) In 0.n o
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) `¢�� N
12 S 12 SMS OR SEI f DRIJ LING SCREW (GRADE 2 CRS) A
30 INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8")
i = INTO METAL STRUCTURES
a STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
o x
a E ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) a
N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
'I 4 TYPICAL EDGE DISTANCE
SPRING LOADED LATCH v
v�oi II I' 4 10 OPTIONAL TO INTO CONCRETE AND MASONRY = 2" MIN.
SWEEP LATCHES
77 t ' '' '' 29 AT MTC,RAIL INTO WOOD STRUCTURE = i" MIN.
W2 i 11 ��I ° ° INTO METAL STRUCTURE = 3/4" MIN. e
o
W000 AT HEAD, SILL OR JAMBS SG 0.55 MIN. �
3 pg CONCRETE AT HEAD, SIU.OR JAMBS f'e = 3000 PSI MIN. 2 0
C-90 GROUT FILLED BLOCK AT JAMBS f'm 2000 PSI MIN.
Wl
as •£OT,E DIST.°
4 ab c e � � °:° � °.° ° 5��'•.• gT drawing no.
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„ EDGE DIST.
Sinnari 1n17R12n1-Ii
&574 I
3.266 I
5.420 M 'W
3
❑ .186 1.5782-._
2.640 L
.040 1.5139 2.074 t Q N l a
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2.237 .0404, .06p -.7. II f�.J I.❑_ �J a GLAZING BEAD 137 ALUM CHANNEL L t?i
.060 .500 (� VENT SIDE RAIL �O �.
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7.656 d--"�625 Q
3,360 J.268 1.378
Q J-,2
4, 211,3
.268 .0600� FLANGE FRAME HEAQfJAM6 FLANOE FRAME SILL �7171 3.268 L1�24
O 9A2.247 HEAD/JAMB COVER/VENT STOP❑ 1. .354
2.140 .I{L74
73 .758 .070 .784 CJ '�
.060
n
FIX. MEETING RAIL1.656 1.038 t•^ 1n
1.582 C
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.065 IO LATCH LOCK p
to zA FLUSH FRAME HEAD/JAMB ® FLUSH FRAME SILL �i
.945 519
T_ a 1.574
l Q't m
3.268
3.420 .283 D .125 O n
1.178 1.428 D 3 ti
.070 .186 .200 .791 I$0 3 Z n
1.500 VENT TOP RAIL I 11 M o '
1.737 L_Jw 2.074 1.471 q a0 ew-
❑-l---t 040 �a 12 --�
1.511
.040 �L'"'J �g ❑ pf7
FIX. MTG. RAIL STIFFENER
2.140 L Q I .060 .490-$. 1.500 .070 1.574.060 5 0 c
sas q p s2o
1.656 C
3.360 3,268 a
1.378 .240
q)8,028 FIN FRAME HEAD/JAMB 3a FIN FRAME SILL I C' VENT BOTTOM RAIL t7 VENT STIFFENER
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No.70592 _ a
drawing no.
Wl 5-64
FL #19037A0'�\ sheet 7 of 8
Signed 10/28/2015
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TYPICAL ANCHORS F.B.C. ^ a
SEE ELEV. FOR SPACING APPROVED MULLION
k MULLION ANCHORS N
Z � %
J
BUCK WIDTH BUCK WIDTH
W I
Q CL N
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1/4•MAX. BUCK WIDTH1/4'MAX. 0
--. .... c
SHIM SHIMS
7 4"SHIM TYPICAL ANCHORS I.j
`D VENT WIDTH 14 /MAX. FSEE ELEV.OR SPACING = Q
o� 11 6 TYPICAL ANCHORS Z Q
31 17 9 28 13 I SEE v 2
FOR SPACING
Z w
8 S 32 �
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METAL I�f/^I
STRUCTURE 17 I 1/4e - -�
1 - - -_-_-_- - - - ---------- - - - °
XR
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FL #19037 /IIIIIIIIT`\ sheet 4 of 8
SianBd 10/28/2015
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52 7/8' 52 I/8' a
BUCK WIDTH BUCK WIDTH
I
48" 48" Z
D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) 0 m
9"MAX. FALSE MUNTINS f W nI
5"MAX. HEAD/SILL OPT
RONAL FACE APPLIED) 5" MAX. 9"MAX. Q y N a'
HEAD/SILL O 0 0
HEAD/SILL �p\/qHEAD/SILL
CORNERS 3 5 CORNERS
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FALSE MUNTINS M+ rn 3
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. mz (SURFACE APPLIED)
45 5/8" OPTIONAL 45 5/8" sd¢ Z 3
SHUTTERS ARE NOT REQUIRED. _ D.L.O. (VENT)D.L.O. (VENT) 0 o 3 0
z In
N CL
SERIES 10000 PVC SINGLE HUNG TILT WINDOW 48 3/4" 48 3/4" H�O
: w
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VENT WIDTH J
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER VENT WIDTH H ¢m M
O
CHARTS SHOWN ON SHEET 2. FLANGE & FLUSH FRAME FIN FRAME
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER _TYPICAL ELEVATION
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
F.B.C. APPROVED MULLIONS IN BETWEEN. c
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL °
WILL APPLY TO ENTIRE SYSTEM. -
`u
v
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ). INSULATING LAM. GLASS
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER .LARGE & SMALL MISSILE IMPACT o 0
LOADS TO THE STRUCTURE. N
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGNEER d 6
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Is GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC FL #19037
PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE B INSTALLATION TO OF THIS PRODUCTWED THE ON THISCMR ,PITREVASE AND ����TTLLLI ILl i�'
NOT PART OF THIS APPROVAL. �' .........p
PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ON THIS DOCUMENT.
C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF \
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ALTERED BY ANY MEANS. _ No.70582
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCWTECT WHICN WILL BECOME THE ENGINEER OF RECORD(E.O.R.) n t
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER —�
REQUIREMENTS OF THE FLORIDA BUILDING CODE. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED %�®'• p drowing no.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS IATTER THE SITE
SPECIFIC DRAWINGS FOR REVIEW. RID W15-64
LABELING GTO COMPLYIN ACCORDANCE HWITHTION SECTION7 1710 82 FLORIDA BUILDING CODE. E THE PROFES50 AI_ENGINEER OF THE RECORD ORIGIN-
TAT PREPARED O SIGNATURE OF ��� ®SAO.T`T����� (sheet
1 of g
Signed 10/28/2015
EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS 1/8"TEMP. CLASS 1/8"TEMP. GLASS 3
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 7/16"AIR SPACE 7/16" a AIR SPACE I.
GLASS TYPES CLASS TYPES GLASS TYPES GIASS TYPES
BUCK DIMS. 'A' & 'AI' 'B' & 'BI' BUCK DIMS. 'A' & 'Al' 'B' & 'BI' 1/8"HEAT STREN'D. GLASS 1/8"ANN. GLASS
WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) 090" Interlayer 090"Interlayer 0 ID
Soflex Clear And Calor Class Saflex Clear And Color Glass 1-
119 z
8-1/8" 70.0 70.0 65.0 65.0 18-1/8" 70.0 70.0 65.0 65.0F.w ,y
By 'Eastman Chemical Co.' By 'Eastman Chemical Ca.' QN a,
25-1/2" 70.0 70.0 65.0 65.0 25-1/2° 70.0 70.0 65.0 65.0 G
1/8" HEAT STREN'D. GLASS 1/8"ANN.CLASS O o O
31" 70.0 70.0 65.0 65.0 31' 70.0 70.0 65.0 65.0
25" 49-5 B" - a. a w
36" 70.0 70.0 65.0 65.0 36" / 70.0 70.0 65.0 65.0 Z C IZ
(4) 70.0 70.0 65.0 65.0 41 (6) �- - z m SILICONE Z m SILICONE p
41" ° 70.0 70.0 65.0 65.0 2 GE 2800 ut I CE 2800 1.
47" 70.0 70.0 65.0 65.0 47" 70.0 70.0 65.0 65.0 DOW CORNING 899 DOW CORNING 899
52-I/8" 70.0 70.0 65.0 65.0 52-1/8" 70.0 70.0 65.0 65.0 \O a C w
18-1/8" 70.0 70.0 65.0 65.0 18-1/8" 70.0 70.0 65.0 65.0 r 1 0 d Q g
25-1/2" 70.0 70.0 65.0 65.0 25-1/2' 70.0 70.0 65.0 65.0 I 0 dl m
31" 70.0 70.0 65.0 65.0 31' 62" 70.0 70.0 65.0 65.0 0 0 W; 33^
37-3 8'
36" 4/ 70.0 70.0 65.0 65.0 36' (fi) 70.0 70.0 65.0 65.0 Q w to_o
{L=
41" () 70.0 70.0 65.0 65.0_ 41" 70.0 70.0 65.0 65.0 w ^^ 32 4 r,�^ 32 J O M J
47" 70.0 70.0 65.0 65.0 18-1/8" 70.0 70.0 1 65.0 65.0 X K
52-1/8" 70.0 70.0 65.0 65.0 25-1/2" 75-1/4" 70.0 70.0 65.0 65.0 fY GLASS TYPF. 'A' w GLASS TYPE 'H' O
18-1/8" 70.0 70.0 65.0 65.0 31" (8) 70.0 70.0 1 65.0 65.0 7/8"OVERALL INSUL. LAM. GLASS 7/8"OVERALL INSUL.LAM.GLASS o
25-1/2" 70.0 70.0 65.0 65.0 NO. IN PARENTHESIS INDICATE NUMBER (LARGE&SMALL MISSILE IMPACT GLASS) (LARGE&SMALL MISSILE IMPACT GLASS) U n
31" 70.0 70.0 1 65.0 65.0 OF ANCHORS PER JAMB. 2 J h
49-5/8" v m
36" (6) 70.0 70.0 65.0 65.0_ WIDTH 1/8"ANN. GLASS 1/8"ANN. GLASS 3 (n
41" 70.0 70.0 65.0 65.0 � x+
47" 70.0 70.0 65.0 65.0 r 7/16"AIR SPACE 7/16-AIR SPACE
3 O n
52-1/8" 70.0 70.0 65.0 65.0 '- O
1/8"HEAT STREN'D. GLASS 1/8"ANN. GLASS i ty)
18-1/B" 70.0 70.0 65.0 65.0 0
25-1/2" 70.0 70.0 65.0 65.0 Z i 090"Interlayer 090"Interlayer s Z Q
Soflex Clear And Color Class Saflex Clear And Color Glass
31" 70.0 70.0 65.0 65.0 - w_ By 'Eastman Chemical Co.' By 'Eastman Chemical Co.'
36" 62" 70.0 70.0 65.0 65.0 \ 3 n N7
(6) _ n i 1/8"HEAT STREN'D. GLASS 1/8"ANN. GLASS O '.
41" 70.0 70.0 65.0 65.0 m w w w Z
47" 70.0 70.0 65.0 65.0z. m SILICONE m SILICONE
52-1/8" 70.0 70.0 1 65.0 1 65.0 In GE 2800 2� rn GE 2800 - .c'�..
18-1/8', 70.0 70.0 65.0 65.0 iv DOW CORNING 899 N �J g 3 ow w
7 DOW CORNING 899 M_
25-1/2" 70.0 70.0 65.0 65.0 II/ O
31" 75-3/4" 70.0 70.0 65.0 65.0 UNEQUAL LITES (ORIEL TYPE)
36" 70.0 70.0 65.0 65.0
41" (8) 70.0 70.0 65.0 65.0 O O
47" 70.0 70.0 65.0 65.0 W 32 W 32
52-1/8" 64.5 64.5 64.5 64.5 F F c
N0. IN PARENTHESIS INDICATE NUMBER w x
o_
OF ANCHORS PER JAMB. GLASS TYPE 'Al' GLASS TYPE 'BI' -
7/8"OVERALL INSUL. LAM. CLASS 7/8"OVERALL INSUL. LAM. GLASS
WIDTH (LARGE MISSILE IMPACT GLASS) (LARGE MISSILE IMPACT GLASS)
BUCK DIMS
C' `I GLAZING OPTIONS
NOTE: c
GLASS CAPACITIES ON THIS SHEET ARE
Ca BASED ON ASTM E1300-09 (3 SEC. GUSTS) o °c
AND FLORIDA BUILDING COMMISSION r-�
= FLANGE FRAME DECLARATORY STATEMENT DCA05-DEC-219
U
BUCK DIMS BUCK DIMS No.70592 o u
EQUAL LITES �• 9
��•'•, no.
FLUSH FRAME ,�oP�. [Crawing
W15-64
FIN FRAME FL #19037 /�//4®fjlI1,\\\ (sheet 2 of 6-
Sioned 10/28/2015