HomeMy WebLinkAboutProduct Approval (3) ,g' s
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61G20-3 • METHOD 1 OPTION D
Detailed Product Description: FL29511
Manufacturer:VIWINCO, INC. Date:4/18/2019
Manufacturer Address: PO BOX 499, MORGANTOWN, PA 19543
Model Name: OCEANVIEW SERIES VINYL SINGLE HUNG WINDOW REC
Maximum Frame Width:52"
Maximum Frame Height:96" JUN � 2 2020
Maximum Load:+70 PSF,-70 PSF(Large Missile Impact) ST. Lucie County, Permitting
Installation Drawings#19-20F --- ---
This product does not comply with the High Velocity Hurricane Zone(HVHZ)testing requirements.
The above maximum parameters do not occur simultaneously.
See charts on installation drawings for combinations of span vs. load.
Comparative analysis used X Yes _No
MandatorI . y Tests(Tested in accordance with AAMA/WDMA/CSA 101/I.S.2/A440/NAFS)
,Test Description Test Location ;Te§t Report Date Test.'Reporf:# i'
1/10/2008 76646.01-109-47
ASTM E283 Air Infiltration Leakage Architectural Testing 12/5/2007 75147.01-109-47
8/15/2011 B1834.01-109-47
7/19/2011 B1833.01-106-47
ASTM E331&ASTM 1/10/2008 76646.01-109-47
E547 Water Penetration Architectural Testing
12/5/2007 75147.01-109-47
8/15/2011 B1834.01-109-47
11/13/2007 75595.01-109-47
7/19/2011 61833.01`106-47
Uniform Static Air 1/10/2008 76646.01-109-47
ASTM E330 Architectural Testing
Press. 3/26/2014 D0902.03-109-47
12/5/2007 75147.01-109-47
8/15/2011 B1834.01-109-47
8/6/2015 E8004.01-109-47
11/13/2007 75595.01-109-47
7/19/2011 B1833.01-106-47
1/10/2008 76646.01-109-47
ASTM F588 Forced Entry Test Architectural Testing
12/5/2007 75147.01-109-47
8/15/2011 B1834.01-109-47
7/19/2011 B1833.01-106-47
FILE I I !jp ,,�
ti
9360 Sunset Drive STE 220 Miami, FL 33173 1 T:305.264.8100 1 F:305.262.6978 www.afceng.com alfarooq@afceng.com
is �1
Supplemental Tests
Test Description Test Location.' T,est Report Date Test Report#
1/15/2008 75581.01-109-47
10/14/2013 D0902.02-109-47
11/20/2007 76955.01-109-47
ASTM.E1886/1996 Large Missile Architectural Testing 2416/2008 80365.01-109-47
'1 ype WX1 riete
Impact&Cyclic 8/16/2011 81832.01-109-47
5/15/2009 88662.01-109.47
8/6/2015 E8004.02-109-47
11/12/2007 75560.02-109-47
6/30/2011 B1074.01-109-47
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 2017 Florida Building Code.
Evaluation Report Engineer:
�
No 7059
%v.
%�••. STT OF
��T�.• O R 10 P:���:
Javad Ahmad PE#70592
%10 Sealed 4/25/19
AI-Farooq Corporation EB#3538
HLEE�
9360 Sunset Drive STE 220 Miami, FL 33173 T:305.264.8100 F:305.262.6978 www.afceng.com alfarooq@afceng.com
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ST. Lucie County; Permitting u U H m
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01,DO
X1/8'TEMP. GLASS 1/8'ANN. GLASS0
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14 1/2'AIR SPACE 9/16'AIR SPACE Q w q!j�
1 LL,In O
I-1/8'ANN.GLASS 1 -3/32'ANN. CLASS J;�
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Inleriayer 1 ' 090'Interlayer
1 I-Trosifol PVB 1 Trosifol PVB -`
By'kuraroy America, Inc.' I �By 'kurorcy America, Inc.' _
1/6'ANN.GLASS , � � 3/32'ANN. GLASS
C 111 I / SILICONE SILICONE n o
=m ` 1r DOWSIL 1199 i m -. , I DOWSIL 1199 3
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. (17 1 i y 11 ,, '- I-ir 0 "
r l z
. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET �,� = HT
THE APPUCABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 'SU-D' ST.STEEL U-SHAPED / 'SU-D' ST.STEEL U-SHAPED a
DU DUAL SEALED SPACER
r. ! -! --- AL SEALED SPACER
EMBEDED IN SEALANT - I ERBEDED IN SEALANT z
OCEANVIEW �T - -" — DURAL(TE'WARM-EDGE SPACER a — - _-- N a
VINYL SINGLE HUNG WINDOWS (L.M.I.) DURAL1rE'WARM-EDGE SPACER {ti LL m
z \ BY'QUANIX' BY'QUANIX' z Z y
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O 0 0
CHARTS SHOWN ON SHEETS 3 AND 4.
_WA TYPE 'A� GIA!j TYPE B' Z La¢
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE cD
15/18'OVERALL INSUL LAM.GLASS 15/16'OVERALL INSUL IPM.CUSS 3X z
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER 0 p =
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING �DD::E
a
GLAZING OPTIONS
F.B.C. APPROVED MULLIONS IN BETWEEN. .�,r-.LL—,—r I--
LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL i I
WILL APPLY TO ENTIRE SYSTEM.
ff f I
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I I 1 I
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR
NON HIGH VELOCITY HURRICANE ZONE. !SOf
i
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE °' f
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS, I
TO THE BUILDING STRUCTURE
9
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSUL. LAM. GLASS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ;LARGE MISSILE IMPACT
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. FL #29511
ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. '0� �
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT IA-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND � A6�
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION /%N V°-••
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. I PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �� �, e'••, mI r o
ON THIS DOCUMENT.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION -B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF NO 7C'..9
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY ALTERm BY ANY MEANS.
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR C-SITE SPECInc PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
WATER INFILTRATION RESISTANCE ETC. ENGINEER OR ARCHRECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER'j''�} `
AND TO BE REVIEWED BY BUILDING OFFICIAL USE OF THE P.E.D. ENGINEER OF RECORD.ACTINO AS A DELEGhTED'i` $7 cOF �/�f�,drawing no
ENGINEER TO THE P.ED.ENGINEER SMALL SUBMIT TO THIS LATTER THE SITE �i OR{OI`.•' ��-
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION - SPECIFIC DRAWINGS FOR REVIEW. K'`�ys S9 ; 19-20F
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE 0-THIS PX 0.SHALL BEAR THE DATE AND ORIGINAL SEAL AND
LABELING TO COMPLY WITH SECTION 1709.9.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. ��/ 11jV` Sheet 1 of TO
Sealed 4/25/19
91- ,-
INTERIOR FRAME HEIGHTT
44 1/4-MAX.
z 44 7/8-MAX. r"' FIX.VENT HEIGHT
•gg" MOV.VENT HEIGHT
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v c D.L.OPG.- T D.L. OPG. 6
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4-MAX. 7-MAX.
( JAMB JAMBS
0 t CORNERS
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44 1/4-MAX.
44 7/8- MAX. FIX.VENT HEIGHT
- 0 .-- MOV.VENT HEIGHT
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NN JAMB --�-JAMBS
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91-
INTERIOR FRAME HEIGHT
44 1/4-MAX.
44 7/8-MAX. FIX,VENT HEIGHT
MOV.VENT HEIGHT
41 1/4- 41 1/8- nxx+A
. -----D.L OPG. D.L. OPG.
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JAMB —JAMBS
`�7!�l l�jljllll CORNERS -
w - —� !revlslons —
a a d°la 03-19-19 --` OCEANVIEW VINYL SINGLE HUNG WDW. (LM.I.) rAL-FAROOQ CORPORATION
Ino!dole T by &ScnpUo-- `7 -- -- -
;:! V�W�NC�r SNC. ENGINEERS&PRODUCT DEVELOPMENT
--. 9360 SUNSET DRIVE,SUITE 220
�p!4 N�Il dr.tip TARIO al--- ----- -j -------- - "--_ 851 HEMLOCK ROAD I MIAMI,FLORIDA 33173 (C.A.N.3638)
�I O _.------'•---._...-_..) MORGANTOWN, PA. 19543 TeL cso6>zea eaoo FAX.(305)282 6978
'�t �1 0)' hk by. 'i" - -- - -' ---'--� PHONE(610)286-8884 FAX: (610) 286-8877 - --'-- —J
,� --�..1 _._----------- -_•__..------=----.-._..._._----- - - COMP-ANL\79_2OF-VIS
EQUAL LITES WINDOWS EQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY - PSP
o.
GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' GLASS TYPE 'B'
INTERIOR INTERIOR _
FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' FRAME DMS. REINF. 'LRKR' REINF. 'FMTR' REL1F. 'FMTR' Z n I%
-.
WIDTH HEIGHT IXT.(+) 1Ni.(-) EXL(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+)11M.(-) EXL(+) INT.(-) EXT.(+) INT.
(-) O Z
w
18-1/a' 70.0 70.0 70.0 70.0 so.0 50.0 30' 70.0 70.0 70.0 70.0 50.0 50.0 ➢ -- I II>," - - f w m;;I
25-1/2' 25' 70A 700 700 700 50.0 _ 50.0_ 36' no 70.0 _70.0_ _70.0 50.0 50.0
_ _ _ _ _
36' 50.0 50.0 50.0._._..50.0 50.0 50.0 4D' 66. �__ _._- 50.0 _ 50.0 _ 500-.{_.50.0 ��= -� ; �-"'-TI Q w N o:u,
18-1/B' 70.0 70.0 70.0 70.0 50.0 50.0 42' - - 50.0 50.0 50.0 50.0 j�l i ''IL !
25-1/2' 37-3/8' 70.0 70.0 70.0 70.0 50.0 50.0 48' - - 50.0 50.0 50.0 1-50.0
36' 1 50.0 50.0 50.0 50.0 50.0 50.0 52' - - 50.0 50.0 39.9 I 39.9 VENT TOP RAIL I VENT TOP RAIL
18-1/8' 70.0 70.0 70.0 70.0 50.0 50.0 30' 70.0 70.0 70.0 70.0 50.0 50.0 O ro o
___ _.�.__. ._
25-1 2' 49-5/8' 70.0 70.0 70.0 70.0 50.0 50.0 36' 70.0 70.0 70.0 70.0 50.0 50.0~ '0 0:a
/ :0 a
36' 50.0 E 50.0 50.0 50.0 50.0 50.0 4D' - - 50.0 50.0 50.0 50.0 14 14 j 0
72' -. ._�_...-_ _�_..,_____ ___t._____ L=711106
I 14N m18-1/8' 70.0 70.0 70.0 70.0 SD.O 50.D 42' 50.0 50.0 50.0 t 50.0 -0 W25-1/2' 55' 7D.0 70.0 70.0 70.0 50.0^ 50.0 48' -- 50.0 50,0 50.0 50.0 of 0_.36' 50.0 50.0 50.0 50.0 50.0 50.0 52' - 50.0 50.0 PL ( �'� 'Q t7 M Q w
18-1/8' 70.0 70.0 70.0 70.0 50.0 50.0 30' 70.0 70.0 70.0 70.0 50.0 , 50.0 "- f
...._ _.._._-_.._. _...__ __. _ .____ __ __ '
W 0 f F
25-1/2' 62' _70.0 70_.0 70.0 70.0 50.0 50.0 36' �I_ - _ _50.0 50.0 50.0 I 50.0 MTG. RAILS MTG. RAILS ^�
36' 50.0 50.0 50.0 50.0 50.0 50.0 40' - 50.0 50.0 50.0 50.0
80' _.--1---
18-1/8' 70.0 70.0 70.0 70.0 50.D 50.0 42' - - 50.0 50.0 50.0 1 50.0 I I
25-t/2' 71 70.0 700 70.0 70.0 50.0 500 45' - I - 50.0 50.0
36' - - 50.0 50.0 50.0 50.0 52' - - 50.0 50.0 - I� - v ICi
18-1/6' 70.0 70.0 70.0 70.0 50.0 50.0 30' - - 50.0 50.0 50.0 50.0 ?I(vl� ;';
... T...
25-1/2' 75' 70.0 70.0 70.0 70.0 50.0 50.0 ]6' 91, - 500 500 b00 I 500 ,[[[ ���I,� 14t�. �I,��
____ _- -. �j
36' - - 50.0 SD.O 50.0 50.0 40" - 500 500
42 - - 50.0 50.0.. -
30' _ _ 50.0 50.0 50.0
36' ---�-_-_50.0 50.0 50.0 50.0 1 (� d m
98' 1---- -` VENT BOTTOM RAIL tiEN7' BOTTOM RAIL Z IZ 1
40' - I - 50.0 50.0 - -
42' - , - 50.0 50.0
O o
14 ULL,z
INTERIOR FRAME DIMS a -�- tf O 5;G m
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14
FLANGE FRAME
r_ INTERIOR FRAME DIMS SIDE STILE SIDE STILE
INTERIOR FRAME � Ip i
wDTr1 REINF. 'LRKR' REINF. `FMTR' f --
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Sy!io ,
FLUSH FRAME m ; ``���AN,
INTERIOR FRAME DIMS 3
NOTE:
`, -y U- 0 0 r' GLASS CAPACITIES ON THIS,SHEET ARE r No. -'
1'si ;fir= ..}Ibl`a
Q BASED ON ASTM E1300-09 (3 SEC. GUSTS) _ -I�m '
I AND FLORIDA BUILDING COMMISSION ` n
i _ 1 DECLARATORY STATEMENT DCA05-DEC-21cCF drawi9 n0.9 ���
_1_9-20F
EQUAL LITES \i�
FIN FRAME J FI #29511ti��I16Y ;sheet 3 of10
Sealed 4125119
UNEQUAL LITES (ORIEL TYPE)WINDOWS UNEQUAL LITES(ORIEL TYPE)WINDOWS r .�
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF r gal ILLI
INTERIOR' GLASS TYPE 'A' GLASS TYPE 'B' INTERIOR GLASS TYPE 'A' GLASS TYPE 'H' �l,_,I� )❑` - I I��-__ .._�❑ _ .x s�
FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' i Z ro i I
WIDTH I HEIGHT EXT.(+)11NT.(-) EXr.(+)11NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) TNT.(-) E1CT.(+) INT.(-) 17(L(+) INT.(-) O
18-1,8' 70.0 70.0 70.0 70 D 50.0 50.0 30' 70 0 70 0 70 0 70.0 50.0 50.0 a:❑,$a'� 111 a�...❑I 4 ❑: 1 F Z r a
25-1/2' dr 2
49-5/8• 70.0 70.0 70.0 700 50.0 50.0- 36' 500 Soo 50.0 50.0 `3.�1 I` i G `+ Q,
-i-0-0
_ -_ ____ ..._...._ _ L I
36• 50.0 50.0 50.0 50.0 50.0 50.0 W. 66. _ - 50.0 50.0 50.0 50.0 O
78-i/8' 70.0 70.0 70.0 700 50.0 50.0 42" - - 50.0 50.0 .50.0 50.0 p .IL W C4
25-1/z• 55• 70.0--70.0 70.0- 70.0--50.0 50.0_ 48' - sD.O 50.0 - 7
36' 50.0 50.0 50.0 50.0 50.0 50.0 52•. -- - 50.0 50.0 - N n
18-1/8' 70,0 70.0 _ 70.0_ 70.0 _5_0.0 50.0 30' 70.0 1 7_0.0 70.0 70.0__ __50.0 50.0 PENT TOP RAIL VENT TOP RAIL 1 >m o'
25-1/2 62 70.0 70.0 70.0_ 70.0 50.0 50.0 36• -50.0 _50.0 SD.O_ y50.0 a o< .°i
_ __ __ _ ___-1..._.._._ __ -_ _._� -_.._.__ t
14 C �q
36' 50.0 50.0 50.0 50.0 50.0 50.0 40' 72' - 50: 50.0 5D.0 50.0 - O H N
18-1/8• 70.0 70.0 70.0_ 70.0 50.0 50.0_ 42• ---t 50.0 50.0 _-- - to 14 1 Q w?LL I�
._.-. _ •5D.0 50.0
25-1/2• 71• 70.0 70.0 70.0_ 700 50.0 50.0_ 48• I •,5D.0 _50_D 50.0 50.0 I JsI �I� LL Z U
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36• _-.-_ -.-- 50.0 50.0_. . 50.0 50.0- 30• - _ __ _ y. U!tl F` l ��, "A 2 0.5
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18-1/8' 70.Ov 7(LI-) 70.0 70.0- 50.0 _50.0 36" �, _i_ _50.0 _50.0 50.0_ _50.0- ! ,11, a W 0.2, 11`
25-1/2• 75• 70.0-I1 7-0.0- 70.0 70.0 50.0 1 50.0 40' __- 50.0 _ 5_0.0_ _- --, MTG. RAILS MTG. RAILS �U
36' 50.0 50.0 5D.0 SO50.0' m
30• 91. 50.0 50.0 50.0 i m
36' 50.0-,-50.0
3096' --._�-}I 50.0 50.0
1�i ^y o 0
36' I - I-�. 50.0 50.0
ITS, j��1?�, '✓'
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INTERIOR FRAME[)IMS-
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INTERIOR FRAME DIMS WIDTH WIDTH SIDE STILE SIDE STILE j I•y
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INTERIOR FRAME DIMS ) /� e u ••• i
NOTE: No.705vi
92 0,� I '1
GLASS CAPACITIES ON THIS SHEET ARE
MOV. VENTS MOV.VENTS BASED ON ASTM E1300-09 (3 SEC. GUSTS) =•0• gg-;9✓I
a 1_ TO BE 3/5 OF TO BE 3/5 OF AND FLORIDA BUILDING COMMISSION '� (gy,`-
THE WINDOW HT. THE WINDOW HT. DECLARATORY STATEMENT DCA05-DEC-219 ® ST �oF ` drawing no.
T i �; ORIDP.•' \`�� 19-20F
FIN FRAME ;�t UNEQUAL LITES (ORIEL TYPE) FL #2951# �s�®NA�`���` Sheet 4 of-10_
rr
Sealed 425119
EDGE DIST. F TYPIFANCHORSSEE o`
1BY WOOD BUCK i'1\ FOR SPACING �'+.. �,'¢ f, ---•�- c�
"
d•.°a q_^�P-°:\--' ..,a;-,ALI`rOa" �` � 1r , 1I�, �'mo zog \y III1i1irI_ -.-<a __i1�i I
______________SEF'NOTEON SHEET.I._\ METAL F.B.C.APPROVED I 't.Z
'^a STRUCTURE MULLION& MULLION ANCHORS iI
LE�)
iSEE SEPARATE APPROVAL
DDIST. DIST.
..''
a oy❑ D ❑ O ❑ � ❑ ;got �,
❑ ao❑ a _T::Tf ❑ a �j�- ❑ 0�Nm
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TYPICAL ANCHORS Q W y
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-SEE ELEV. SEE ELtY. SEE E7.EV. �.2
...I _ FOR SPACING FOR SPACING FOR SPACING J 0 0 4
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY VIWINCO #14 WOOD SCREWS (GRADE 2 cRs) m
/ 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMA A
INTO 28WOOD BUCK O
S OR WOOD STRUCTURES
a TRANSFER THEM TO THE BUILDING STRUCTURE.
O
_ 1-3/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 30
�YEEPHOLES 1/4" DIA. TAPCON BY 'TTW' (Fu=125 KSI,Fy-100 KSI
AS REOD. ,
�, SEE SHEETS ; THRU 1BY BUCKS INTO CONC. OR BLOCKS z
_i.,. 3&4 W1 = 1 8" X 1" WEEP SLOTS AT 2" FROM EACH END i = n `
,,^/ � / 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
0W2 = 3/16" X 3/8- WEEP SLOTS AT 3-1/2" FROM EACH END 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) j rn
p O is 1- �1 O w DIRECTLY INTO CONCRETE OR BLOCKS vZ
O
a I _ _ •_ I 1-7/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) y U a
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) F o
14 L)� Ij _ INTO F.B.C. APPROVED MULLIONS U w a.4°
•l i it I I OR Z=(0
5` z 4 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) a n o
i c (3) THREADS MIN..TO EXTEND BEYOND METAL THICKNESS ✓) °0 .a
o = ALUMINUM: 1/8" THK. MIN.-(6063-T5 MIN.)
-- _ - STEEL: 1/8" THK. MIN. (Fy = 36.KSI MIN.) I
_I r i I� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANC71E
INTO CONCRETE AND BLOCKS = 2" MIN. I'ci
INTO WOOD STRUCTURE = 1" MIN. a
{ I•.' f-{,$) INTO METAL STRUCTURE = 3/4" MIN. {ice
ml 1
1 WOOD Al;HEAD,SILL OR JAMBS $G = 0.55 MIN. if---�10 1 CONCRETE AT HEAD, SILL OR JAMBS f c-3000 PSI MIN.
1/4'SPACERS I I
C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. •; t;�___i'
aFLANGE FRAMES !
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13Y WOOD BUCK i�
SEE NOTE ABOVE j' No.70592
d .e t \ .v � `�•3 KSI ° � . � °'• •' . I�� _—�� ;3;�� i�
.CONCRETE . (�� •�� l_,__'L9__�;�
o„ 5/9'X 1/4"CONTINUOUS STRUCTURAL SILICONE AT SILL .�``
CpNCRETE $ <I' ` TYPICAL ANCHORS , P TO BE MIN.ULTIMATE STRENGTH 100 PSI PER ASTM C1135. Q OF y�� (drawing no.
•• a ,a 'Y' `SEE mer, v _ c' SILICONE COMPATABILITY WITH SPACERS, FRAMING MEMBERS, p,
FOR SPACING PAINT AND/OR SUBSTRATE TO BE VERIFIED BY OTHERS. \�% � �•' �\� 9—ZOF
��--� EDGE DISI. SILL OPTION WITHOUT FRAME ANCHORS FL #29511 "ltQ®IjIIIl%� Ishee4.5 of1_0�
Sealed 4/25/19
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OCEANVIEW VINYL SINGLE HUNG WDW. (L.M.I.) !AL-FAROOQ CORPORATION'I
I^h `ocolc ) 2 not dale byJde9Cnp110n �`' _ --------- ENGINEERS&PRODUCT DEVELOPMENT
12E / VIWINCO, INC.
_ - 9360 SUNSET DRIVE,SUITE 220 ,
'a
851 HEMLOCK ROAD
0 it N by, TARIO - - .- --- --- MIAMI,FLORIDA 33173' (C.A.N 9638)
O MORGANTOWN, PA. 19543 TEL(305)204-8100 PAX.(305)262-6978 �J
OI'
110k.br. +' -'-" - - '' PHONE(610)206-0884 FAX: (610)266-8877
COMP-ANL\79-20F-VIJ
TYPICAL ANCHORS
SEE ELEV. IiNi
FOR SPACING I —_1.I I
EDGE DIST.
FFLI�SH FRAMES CAN BE USED AT ALL SUBSTRATES o o.L.�!,
a I, 1 i SHOWN ON SHEETS 5 AND 6. ; i p W N
W
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SEE ELEV. t i Q 3T cOF , drawing no.
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_ EDGE DIST. .. SEE ELEV. FOR SPACING j S`�••••-....• 9-ZOF
FL #29511 ;�!�i�R9��1`��`� sheet 7._of 10
Sealed 425/19
�------;'rte-,
ILLUSTRATIVE DTLS.ONLY f TYPICAL ANCHORSSEE
EXT.OR INT.FINISHES FOR SPACING i Nt
NOT BY VIWINCO
I TYPICAL ANCHORS: 0 J'
•; o - FIN FRAMES: SEE ELEV. FOR SPACING I O n
11 m'
#8 SMS (GRADE 2 CRS) C\O p.`
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0
1-1/2" MIN. PENETRATION INTO WOOD ± o j= u;
a O 1/2" MIN. EDGE DISTANCE 0
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rs _ EDGE DISE. ! '' I pz I I EDGE DIST.
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No.7059
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TYPICAL ANCHORS �� OR1DP' • 19-2OF
-SEE ELEV. � ....���C9. t---FOR SPACING FL #29511 o�`r/r��t11�10 (sheet 8 of 10.'
Seated 4/25/19
2.075
1.430 i i 1.265-1
.
[-2.075-7 1.2150 TYR 070_ jfl❑ 07701 '310 r
1.765 1.4 30 Z,
❑�f 1A I�-a-�.�0 ❑❑� J, ® J -1I�iI- .070 z 131
ijiii
TYP.
2.000 1
2.000 .640 "R,
2.798 j 2.798 .310 J4
6 k4.
.070 FIX. VENT TOP RAIL FIX. VENT SIDE RAIL RA
Typ. u
Q ��_If a_�Q ,_
1.430-1 -1.765-1 00,R¢7, 1 1 IL
1.992 Ll 10 ca
.228 1.992
.228- 0 &a 0 0
F .07F 234 mz�
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4. 9 L 9...
w 5
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1,265 0
.640
FRAME HEAD (FLANGE/FLUSH) FRAME HEAD (FIN) f TYP.'
z m
w 0 E
2.000 2.000--1
FIX. VENT BOTTOM RAIL OO MOV. VENT SIDE RAIL
2.075 ❑ .070 Z075 1.430
TYR 1.671 r
.060-<�
.350
4.039 4. 9
j .70
3 1.140 _:,p TYR 11
--7 It
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TYP. m
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3 0
z
REINF. Z
-1.527-
5; 2F
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FRAME JAMB (FLANGE/FLUSH) FRAME JAMB (FIN) -1.979 0
z 0''o
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4.039
.4G4 1.767
1 I 1.140 .070
TYR
jI .080
2.0010
TYP.
2.000 1.430.7574
.754
U .080 MOV. VENT BOTTOM RAIL
1.�50
�07
NP.
a
--1.1752.075 '@ a I
11.175
61
FRAME SILL (FLANGE/FLUSH) FRAME SILL (FIN)
............
358
NO.7
13 2
.577 40
F��.-.O TYP.
drawing no.
q174 -4-065
.180- ORID? 19-20F
SILL RISER 11 GLAZING BEAD 12 FLANGE ADAPTER CO VENT SUPPORT FL #2951 f 101
Sealed 4/25/19
ITEM PART/ QUANTITY DESCRIPTION I MATERIAL IMANF./SUPPLIER/REMARKS
1 8917 1 FRAME HEAD(FLANGE/FLUSH) RIGID PVC DECEUNINCK N•
1A 8917_ " '1 FRAME HEAD(FIN) ___ RIGID PVC DECEUNINCK .-.__.__...__..l I
2 8918/8919 -2_ _-FRAME JAMB(FLANGE/FLUSH) -`-_ -. RIGID_PVC DECEL MNCK �- - I Z q n i%
-- __ Q V m
2A. 8918/8919 2 FRAME JAMB(FIN) __ - --RIGID PVC--- DECEUNINCK------ _ n W�%�•
.______-. _._._____....___...____�-�.____-_. .._ - (y 1
3 8911 1 FRAME SILL(FLANGE/FLUSH)_ .RIGID FVC DECEUNINCK 'Q 4
.3A _ 8911 1 FRAME SILL_(FlN) RIGID_FVC DECE_UNINCK_ _ �:0 spqy`m ick,
4 13 ._ __ 1 FIX.VENT TOP RAIL_~___ _RIGID PVC DECEUNINCK 0
5 5309 1 FlX.VENT BOTTOM RAIL RIGID PVC DECEUNINCK - -.
6 5_308 _ 1 MOV.VENT TOP RAIL RIGID PVC DECEUNINCK 0 8.,)-
7
Nm7 5_30_5_ _1 MOV._VENT BOTTOM RAIL RIGID PVC DECEUNINCK 0 'e/ '.
8 5307_-__ - 1 FIX.VENT SIDE RAIL_-- -`-_^--_' RIGID PVC _-DECEUNINCK- Q'¢1,
9� - _5306 --- 1 MOV.VENT SIDE RNL -- RIGID PVC DECEUNINCK 0 0.04 i
- 10 5142 1 SILL RISER RIGID PVC DECEUNINCK W W O p
__-. T_.._.__
11 5144_ AS REDD. GLAZING BEAD RIGID FVC DECEUNINCK Q•W j LL 1; _.
16 ^3515 - AS REDD. POLYPILE 14 6508 E D. IWTTH FIN W'STRIPPING._.. ._.—_6105-T5 ULTRAFAB- _- LL W M E J 1
____....-.._.. a-
12 8346_ AS REDD. FLANGE ADAPTER _ _ RIGID PVC DECEUNINCK al
.i 17 7531 2 _ VENT STOP - CENTRAL PLASTICS =I m
` 18 72407 � 2/LITE SETTING BLOCK _ EPDM TB PHILLY _
19 AS REDD. EXTRUDED ALUMINUM SCREEN (OPTIONAL) � LEADING EDGE �)
cl �, 20 6609 1 IVENT SUPPORT 6063-T5 o No
�1 WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, 3;
MITERED WELDED EXTRUDER NAME.CRY AND STATE. Z
CORNERS z
w in
< m
ZUzN
U
w
HARDWARE: Z= Z
f METAL SWEEP LOCK WITH ADJACENT KEEPERS 3 f1 0$
FRAME CORNERS BY 'TRUTH' LOCATED AT 12' FROM EACH END °p a
-
' OF MOVING VENT,TOP RAIL
VINYL TILT LATCH BY 'FOUR-JAKS' AT EACH a
END OF MOVING VENT TOP RAIL !
METAL PIVOT BARS BY 'FOUR-JAKS' LOCATED
is
AT EACH END OF MOVING VENT BOTTOM RAIL Io,
I,4
NIGHT LATCHES BY 'FOUR-JAKS' LOCATED AT N,
UPPER VENT, 3- ABOVE MEETING RAILS
{ CONSTANT FORCE BALANCE BY 'FOUR-JAKS' ISI I
ONE IN EACH JAMB
o p�
I �� \ -MITERED WELDED � I
i CORNERS o. ..:
•�-�-1`x'4-_L
� I
f No.
OF C{/j rdrawingv no.
VENT CORNERS �`��,�.., 19-20F
FL #29511,1111 ®�+��1�j1�� is`heet 10 of 101
Sealed 425/19