HomeMy WebLinkAbout Product Approval (4) 4 -Florida Building Code Online Page 1 of 2
BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats&Facts i Publications Contact Us j BCIS Site Map Links Search
-
}� ° Product Approval
USER:Public User
a Product Aoomval Meru>Product or Application Search:>Application List>Application Detail File Copyf�
M�^ FL# FL29511-R2V
Application Type Revision
Code Version 2020 y # Ps
Application Status Approved h
Comments
CIF COUNT
Daocc
Archived f VT24
Product Manufacturer Viwinco Inca
Address/Phone/Email P.O. Box 499
Morgantown,PA 19543
(610)286-8884 .
Sbarnes@Viwinco.com
Authorized Signature Jalal Farooq
veranica@afceng.com.
Technical Representative Scott Kevgas
Address/Phone/Email PO Box 499
Morgantown,PA 19543
(610)286-8884 Ext 1222
skevgas@viwinco.com
Quality Assurance Representative Jonathan Colletti
Address/Phone/Email P.O. Box 499
Morgantown,PA 19543
(610)286-8105
jcolletti@viwinco.com
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
? Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Jalal Farooq
the Evaluation Report
Florida License PE-81223.
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 12/31/2029
Validated By JAVAD AHMAD PE,INC.
Li Validation Checklist-Hardcopy Received
Certificate of Independence FL29S11 R2 COI SS-Certificate of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W M DA/CSA 101/IS2/A440 2011
ASTM E1886 2013
ASTM E1996 2014
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDj J'ZOKCH... 12/20/2021
Florida Building Code Online Page 2 of 2 t, I
„y
Product Approval Method Method 1 Option D
Date Submitted 03/11/2021
Date Validated 03/11/2021
Date Pending FBC Approval 03/19/2021
Date Approved 06/08/2021
Summary of Products
FL# Model,Number or Name Description
29511.1 OceanView Series Vinyl Single Hung Large missile impact resistant vinyl single hung window.
Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL2951.1 R2 11 SS-Oveanview Single Hung(LMI)DWG 19-
Approved for use outside HVHZ:Yes 20F(2020).odf
Impact Resistant:Yes Verified By:Jalal Farooq PE#81223
Design Pressure:+70/-70 Created by Independent Third Party: Yes
Other:See attached drawing 19-20F for span vs loads and Evaluation Reports
installation details FL29511 R2 AE SS-OceanView Single Hung(LMI)-PAE
2020.pdf
Created by Independent Third Party:Yes
29511.2 Signature Series Vinyl Single Hung Non-Impact resistant vinyl single hung window.
Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL29511 R2 II SS-Signature Single Hung(NI)DWG 19-
Approved for use outside HVHZ:Yes 14F(2020).Ddf
Impact Resistant:No Verified By:Jalal Farooq PE#81223
Design Pressure:+71/-100 Created by Independent Third Party: Yes
Other,See attached drawing 19-14F for span vs loads and Evaluation Reports
installation details. FL29511 R2 AE SS-Signature Single Hung(NI)-PAE
2020.odf
Created by Independent Third Party:Yes
Back Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
Credit Card
Safe
http s://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDquDj JZOKCH... 12/20/2021
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION RECEIVED
RULE CHAPTER#61 G20-3 • METHOD 1 OPTION D
DFr 10 2021
Detailed Product Description: FL29511 t.Lucie Count
Manufacturer:VIWINCO, INC. Date:02/26�TLII .1Mq
Manufacturer Address: PO BOX 499, MORGANTOWN, PA 19543
Model Name: OCEANVIEW SERIES VINYL SINGLE HUNG WINDOW
Maximum Load:+70 PSF,-70 PSF(Large Missile Impact)
Installation Drawings#19-20F
This product does not comply with the High Velocity Hurricane Zone(HVHZ)testing requirements.
For maximum sizes,combination of span vs loads and anchor type refer to installation drawings.
Comparative analysis used X Yes —No
Mandatory Tests(Tested in accordance with AAMA/WDMA/CSA 101/I.S.2/A440/NAFS)
k,hu w.
s :;,Test i ., Desu�ption„ Test Location% _ " Test'FReport Date,. _ Test'Keport#
1/10/2008 76646.01-109-47
ASTM E283 Air Infiltration Architectural 12/5/2007 75147.01-109-47
Leakage Testing 8/15/2011 B1834.01-109-47
7/19/2011 B1833.01-106-47
ASTM E331 &ASTM Water Penetration Architectural 1/10/2008 76646.01-109-47
•
E547 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 B1833.01-106-47
ASTM E330 Uniform Static Air Architectural 1/10/2008 76646.01-109-47
Press. Testing 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
ASTM F588 Forced Entry Test Architectural 1/10/2008 76646.01-109-47
Testing 12/5/2007 75147.01-109-47
8/15/2011 B1834.01-109-47
7/19/2011 B1833.01-106-47
9360 Sunset Drive STE 220 1 Miami, FL 33173 T:305.264.8100 F:305.262.6978 1 www.afceng.com 1 alfarooq@afceng.com
L
Supplemental Tests
Test`; Descr�ptan r test Location Test 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
Large Missile Architectural 2/16/2008 80365.01-109-47
ASTM E1886/1996 Impact&Cyclic Testing 8/16/2011 B1832.01-109-47
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 2020 Florida Building Code.
Evaluation Report Engineer: 1 ! '1)�'1 rtr
LL Fnn p ,
... �O rjr
10 s{a1
Jalal Farooq PE#81223 r�'�'Y'9/O Vqt
AI-Farooq Corporation EB#3538 Sealed: 3/9/2021
9360 Sunset Drive STE 220 I Miami, FL 33173 T:305.264.8100 I F:305.262.6978 www.afceng.com l alfarooq@afceng.com
V >
N
Qi
Z
O z M w
N
a ? o
0 0°S
a o 0
�"
�H
0 R.
apart 0.1/8"TEMP. GLASS 1/8"ANN. GLASS 0 a�OQ
rg`AW- ;
1/2"AIR SPACE -9/16"AIR SPACE Q 0:z a N
U. n
1/8"ANN. GLASS 3/32"ANN. GLASS O(0
.090" Interloyer .090"Interlayer Q W 01
Trosifol PVB Trosifol PVB
By 'kurOrOy America, Inc.' By 'kuraray America, Inc.' n
m
1/8"ANN. GLASS 3/32"ANN. GLASS J �I
m
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SILICONE SILICONE o 0
i DOWSIL 1199 i m DOWSIL 1199 3
INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET N 11 ul 11 '•°�
THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. z
II II
\ Il li 'SU-D' ST. STEEL U-SHAPED \ 'SU-D' ST. STEEL U-SHAPED w Ii
OCEANVIEW DUAL SEALED SPACER DUAL SEALED SPACER rn
I
EMBEDED IN SEALANT EMBEOED IN SEALANT z 0 v
VINYL SINGLE HUNG WINDOWS (L.M.I.) DR oR a
a 'DURAUTE'WARM-EDGE SPACER a
° ° 'OURALITE'WARM-EDGE SPACER Y U Of Q
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER a: BY 'OUNEX' z BY 'OUANE%' z Z
CHARTS SHOWN ON SHEETS 3 AND 4. > —U z LmN
6 18 o 3
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE O �' w z—°
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER GLASS TYPE 'A' GLASS TYPE. 'B' I z Z= w
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 15/16"OVERALL INSUL. LAM. GLASS 15/16"OVERALL INSUL. LAM. GLA55 ^M z
F.B.C. APPROVED MULLIONS IN BETWEEN. 1 xa
LOWER DESIGN PRESSURE FROM WINDOWS OR MULIJON APPROVAL GLAZING OPTIONS
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE FOR
NON HIGH VELOCITY HURRICANE ZONE.
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE g 2
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING.STRUCTURE. -
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS y�_
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE INSUL. LAM. GLASS -
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. LARGE. MISSILE IMPACT � �h
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. Sealed:3I9/2021 FL #29511 et
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT .� o<
REOME INTOQUIREMENTS NOFCTHEITH 20 OT FLORIDA HER DISSIMILAR
BL BLDG. CODE &MATERIALS
ADOPTED STANDARDS. A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND \\\\V\�d,I r,4�
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION \ ®.•
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ��;•''�,10EN3F••• i '�
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ON THIS DOCUMENT. m o
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF M
WATER INFILTRATION RESISTANCE ETC. ALTERED BY ANY MEANS. \ No.B1223 _ r
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, C-SITE SPECIFIC PROJECTS SHALL DE PREPARED BY A FLORIDA REGISTERED
AND TO BE REVIEWED BY BUILDING OFFICIAL. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)�"(1•, (g•^ v'
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. USE OF THE P.E.O. ENGINEER OF RECORD,ACTING AS A DELEGATED ��•' ST F r�Q��\ drawing no.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ENGINEER TO TILE P.E.D.ENGINEER SHALL SUBMIT TO T1115 LATTER TIIE SITE
SPECIFIC DRAWINGS FOR REVIEW. �j ••'' R
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. / �' \\ 19-1
LABELING TO COMPLY WITH SECTION 1709.9.2. D THE PRO ESSIONAL ENGINEER OF RECORD THATAPRE RED IT,OCEAN VIEW 0 ///// 1 �\\\ sheet Of I0
52' 52" 52" uu U >
INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH T o
47 7/8- 47 7/8 47 7/8" m
FIX,VENT WIDTH FIX.VENT WIDTH FIX. VENT WIDTH Z J
44 1/4" 44 1/4" 44 1/4" Q Z q
D.L. OPG. D.L. OPG. D.L. OPG. Q 2 h
u
12 MAX. 12" MAX. 12" MAX. O W N n
HEAD/SILL HEAD/SILL HEAD/SILL IL 1WN�
4" MAX. 4"MAX. 4" MAX. it a C
HEAD/SILL q HEAD/SILL ql HEAD/SILL q2 Q a m
CORNERS CORNERS CORNERS
0 It 6Fm
I I �0°a t"
it II 'I K Z N
DO- D1 u____ii ii D2 lai Lu zm Q m=m
_ � a --R---•rV it== � _ io a / J C7 J
Zm-
�i
< ' / J.
- 4 II II I' U LL
w I I
o i t O
a
--D--- L-- o --LL--- L 0 a
v o __H___ J U
--II I ----II II II 'I y Z U Z N
C I C 1 Cz I I Z O
=< 'J
U LY 'u
FALSE MUNTINS qq 1 q• m z Z m 1 a
(SURFACE APPLIED) / mo 44 1/4' ' qq 1/4" zm
MAY BE USED D.L..OPG. a U D.L. OPG. Lpi D.L. OPG, p
U
46 7/8" MAX. 46 7/8" MAX. 46 7/8"MAX.
MOV.VENT WIDTH MOV.VENT WIDTH MOV. VENT WIDTH
SILL OPTION
FLAN FRAMES WITHOUT FRAME ANCHORS FLUSH FRAMES FIN FRAMES =
SEE SHEET 5
0
TYPICAL ELEVATIONS
m
O
UI
DAYLITE OPENINGS: o a
6
FIX. VENT WIDTH = INTERIOR FRAME WIDTH - 4.125 .�o- -
MOV. VENT WIDTH = INTERIOR FRAME WIDTH - 5.125 1111�t1 F iL1�7j7j
FIX. DLO WIDTH = VENT WIDTH - 3.625
�••1,1GEN8F•••,
MOV. DLO WIDTH = VENT WIDTH - 2.625 � u
INTERIOR FRAME HT - 8,625 _ No.81223
DLO HEIGHT = 2
Sealed:3/9/2021 ,� ., ar F �tU�� drawing no.
FL #29511 �77j��Ti1 jjj11��� sheet 2 ot10
EQUAL LITES WINDOWS EQUAL LITES WINDOWS U 5
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �❑ n �� C7 a o
INTERIOR GLASS TYPE 'A' GLASS TYPE '➢' INTERIOR GLASS TYPE 'A' GLASS TYPE '➢'
FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' FRAME DIMS. REINF. 'LR(R') REINF, 'FMTR' REINF. 'FMTR' a� a� n O N J
WIDTH HEIGHT E%T.(+) 1NT.(-) E%T.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT E%T.(+) 1NT.- E%T.(+) 1NT.(-) E%T.(+) 1NT.(-) I`J F q to
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 0 I-I F.Zw ". 1
25-1/2" 25" 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 11 l 1 Q a < Q
36" 50.0 50.0 50.0 50.0 50.0 50.0 40" 66. - - 50.0 50.0 50.0 50.0 O O d
IB-1/B" 70.0 70.0 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 50.0 50.0 N
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 50.0 X 0
36' 50.0 50.0 50.0 50.0 50.0 1 50.0 52' - - 50.0 50.0 1 39.9 39.9 0 u tm. LL
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 VENT TOP RAIL VENT'POP RAIL V'o>m
25-1/2" 49-5/8" 70.0 70.0 1 70.0 70.0 50.0 50.0 36" 70.0 70.0 70.0 70.0 50.0 50.0 C 1 p Q
14 O
36' 50.0 50.0 50.0 50.0 50.0 50.0 40° - - 50.0 50.0 50.0 50.0 Q m Ilz
n
15-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42' 72• - - 50.0 50.0 50.0 50.0 14 14 Q W z a N
25-1/2" 55" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 50.0 50.0 D A91
LL ZN_36, 50.0 50.0 50.0 50.0 50.0 50.0 52" - - 50.0 50.0 - -I8-1/8' 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 Q w m f t-
25-1/2" 62" 70.0 70.0 70.0 70.0 50.0 50.0 36" - - 50.0 50.0 50.0 50.0 MTG. RAILS MTG, RAILS
36" 1 50.0 50.0 50.0 50.0 50.0 50.0 40" 80„. - - 50.0 50.0 50.0 50.0
18-1/8' 70.0 70.0 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 50.0 50.0 J of
e
25-1/2" 71" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 - - N
36' - - 50.0 50.0 E50.0
50.0 52" - - 50.0 50.0 - - o o
18-1/8" 70.0 70.0 70.0 70.0 50.0 30" - - 50.0 50.0 50.0 50.0 l ;o
25-1/2" 75" 70.0 70.0 70.0 70.0 50.0 36" 91, - - 50.0 50.0 50.0 50.0 14 _ 111 j
36' - - 50.0 50.0 50.0 40" - - 50.0 50.0 - - A�;=[
42" - - 50.0 50.0 - - O�� rnJO" - - 50.0 50.0 SD.O 50.0 O Q ❑ Z Q
36" - - 50.0 50.0 SD.O 50.0 N U 0_d
40" 96 - - 50.0 50.0 - - VENT BOTTOM RAIL VENT➢OTTOM'RAIL
42" - - 50.0 50.0 - - 5 Z C3 Z N
LT
LEz
1 mINTERIOR FRAME DIMS
o
LEO��� O� 14
FLANGE FRAME o
INTERIOR FRAME DIMS SIDE STILE SIDE STILE v
INTERIOR FRAME
_ -1+1-id
WIDTH REINF. 'LRKR' REINF. 'FMTR'
N
C W
r O
S N D
U w O
FLUSH FRAME
b INTERIOR FRAME DIMS �P, •OCENSF'
NOTE: Sealed:3/9/2021 _
GLASS CAPACITIES ON THIS SHEET ARE No 89223
W BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION '•, � a
DECLARATORY STATEMENT DCA05-DEC-2190q .. s7 F ®�G(\- drawing no.
FIN FRAME J� EQUAL LITES FL #29511 /�i�/ ' ��\ she�etZ�F
nnitt 3 oi10
UNEQUAL LITES (ORIEL TYPE) WINDOWS UNEQUAL LITES (ORIEL TYPE) WINDOWS
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF n nrQI o
INTERIOR GLASS TYPE 'A' GLASS TYPE 'D' INTERIOR GLASS TYPE 'A' GLASS TYPE 'D'
FRAME DIMS, REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' FRAME DIMS. REINF. 'LRBR' REINF. 'FMTR' REINF. 'FMTR' a� Z y J
WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) ILJ O F q w
18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 JO" 70.0 70,0 70.0 70.0 50.0 50.0 Q ❑ U 11 Zw I
25-1/2" 49-5/8" 70.0 70.0 70.0 70.0 50.0 50.0 36" - - 50.0 50.0 50.0 50.0 -J a iL F o
36" 50.0 50.0 50.0 50.0 50.0 50.0 40" 66, - - 50.0 50.0 50.0 50.0 d 0 N`m
18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 50.0 50.0 N
25-1/2" 55" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0
36' 50.0 50.0 1 50.0 50.0 50.0 50.0 52" - - 50.0 50.0 - - 0 t
VENT TOP RAIL 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
25-1/2" 62" 70.0 70.0 70.0 70.0 50.0 50.0 36" - - 50.0 50.0 50.0 50.0 14 14 0 d n 0 qqg�
36" 50.0 50.0 50.0 50.0 50.0 50.0 40" 72" - - 50.0 50.0 50.0 50.0 o IA N D
18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 - - 14 14 Q 0:?0 N
25-1/2" 71" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 - - n D (L Z CU)C n
36" - - 50.0 50.0 50.0 50.0 30" - - 50.0 50.0 50.0 50.0
18-1X, 70.0 1 70.0 70.0 70.0 50.0 50.0 36" 80. - - 50.0 50.0 50.0 50.0 O Q W m
25-1/2" 75" 70.0 70.0 70.0 70.0 50.0 50.0 40" - - 50.0 50.0 - - M1ITG. RAILS MI RAILS
36" - - 50.0 50.0 50.0 50.0 42' - - 50.0 50.0 - -
m
30' 91. - - 50.0 50.0 50.0 50.0 �I
36" - - 50.0 50.0
30" 96" - - 50.0 50.0 50.0 50.0 3 0
36" - - 50.0 50.0
14
m
VENT DO'Cf061 RAIL VENT BOTTOM RAIL
} U�as m
Z Z y
s ()Z ry
51 p�0o
a 2L U W Z
3 Z=CD W
INTERIOR FRAME DIMS ❑�� o ❑�nL 8 _
o
o 3E o 14
FLANGE FRAM ta B
INTERIOR FRAME pINTERIOR FRAME -
INTERIOR FRAME DIMS WIDTH I WIDTH SIDE STILE SIDE STILE
I o
S2 (2AH> REINF. `LRKR' REINF. 'FMTR'
-9 i % = o 0
J g 1uulurr � g --
FLUSH FRAME (3/5H) �\`\7113 6r� 7j7
o i `�� ®„'..
V,10EN3F i
INTERIOR FRAME DIMS z ¢ z Sealed:3/9/2021i.
- NOTE: No.81223 o i
GLASS CAPACITIES ON THIS SHEET ARE
MOV. VENTS MOV. VENTS BASED ON ASTM E1300-09 (3 SEC. GUSTS)
TO BE 3/5 OF TO BE 3/5'OF AND FLORIDA BUILDING COMMISSION �G� drOwm a no.
THE WINDOW HT. THE WINDOW HT. DECLARATORY STATEMENT DCA05-DEC-219 ® 6TP'_ F
FIN FRAME UNEQUAL LITES (ORIEL TYPE) FL #29511 �i7�° 9-20F
�rrrr11111y sheet 4 of10
L �
EDGE DIST. TYPICAL ANCHORS ��/ ,
SEE ELEV.
18Y WOOD BUCK FOR SPACING x N
SEE'NOTE<ON SHEET 1 I�' m z I r 1 I m
n'< u° ° METALAPPROVED I .Z m
STRUCTURE p �S I MULLION & MULLION ANCHORS I I
EDGE DIS. 3 O _ I SEE SEPARATE APPROVAL I 2 N
DIST. 1 0 I l F 2 H a
m I EDGE DIST. I I Q a N o
�.O p
Q
O U
UPI 9
Y N v ;m
0 0 gyms
co,
ONN0a � � �Z� N
I6 1F�I Q TYPICAL ANCHORS a TYPICAL ANCHORS 4 TYPICAL ANCHORS Q W I>• 6
L�'LJ SEE SPA SEE ELEV.SPACING
SEE ELEV.SPACING
tl'Z O f
FOR SPACING FOR SPACING FOR SPACING
w O Qmf �
- a
II i� TYPICAL ANCHORS: SEE ELEV. FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY 'VIWINCO' #10 WOOD SCREWS (GRADE 2 CRs) m
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1°
a AND TRANSFER THEM TO THE BUILDING STRUCTURE.
o I 1-3/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) o 0
J II li 'i REINF. 16" DIA. TAPCON BY 'ITN'' F 125 KSI, =100 KSI F 3
As REGD. WEEPHOLES: � (°� ''- ) � "
li li SEE SHEETS THRU 1BY BUCKS INTO CONC. OR BLOCKS z
3 & 4 W1 = 1 8 X 1 WEEP SLOTS AT 2 FROM EACH END
III " " "/ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) = a
n Ilu W2 = 3/16" X 3/8" WEEP SLOTS AT 3-1/2" FROM EACH END 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 01
-. __ Z o
O O s Q DIRECTLY INTO CONCRETE OR BLOCKS n a m
a [, a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) y
W — 6 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 5 v z N
F
W a II #10 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) p-1 o e_
n II it IINTTO F.B.C. APPROVED MULLIONS Z=z�-
5 Q
W ii li;i INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 0 3 in O =
Illi (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS a
N I o = ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
II II II
TYPICAL EDGE DISTANCE
'I Ili INTO CONCRETE AND BLOCKS = 2" MIN. �
0
INTO WOOD STRUCTURE = 1" MIN.
II° 16 INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 01
10 1/4"SPACERS CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
C=90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN.
CO a zo N FLANGE FRAMES
`1111u1n,,,// 1-9-
W2 =
4° Sealed:3/9/2021
° 1BY WOOD BUCK _ = pe
SEE NOTE ABOVE No.81223 -
,...3 KSI
J IC§I• .CONCRETE
8 °1 ° - v„ v 5/8"X 1/4' CONTINUOUS STRUCTURAL SILICONE AT SILL ��•, \
CONCRETE < TYPICAL ANCHORS v TO BE MIN. ULTIMATE STRENGTH WO PSI PER ASTM Ct 135. J�' 8T ._)F Q{g drawing o no.
a ° SEE ELEV. v. s P .e SILICONE COMPATABILITY WITH SPACERS, FRAMING MEMBERS,
FOR SPACING PAINT AND/OR SUBSTRATE TO BE VERIFIED BY OTHERS. sF• .1 ,,t� 19-20F
EDGE DIST. I SILL OPTION WITHOUT FRAME ANCHORS FL #29511
4.V
1/4"MAX. INTERIOR FRAME WIDTH 1/4"MAX. 0
N
SHIM SHIMS m
REINF.AS REOD. Z m
O M m
D SEE SHEETS 1BY WOOD BUCKS O
VENT WIDTH _ n W =
3 & 4 SEE NOTE ON SHEEP 1 1/4"SHIM TYPICAL ANCHORS w
D.L. OPG. 9 16 MAX. FOR SSEE P. Q a N
O WN�� U
TYPICAL ANCHORS
SEE ELEV. ❑O O❑ I�O 2BY WOO BUCK
uNw a W
FOR SPACING o v." SEE ELEV.ANCHORS ❑ OR O t H LL
[f FOR SPACING WOOD TRUCTURE V p j M a_a o
a
-- O y.
to o - __.-- -- ___._._-..___ !._!. •p o O Lq U)
HL
W Q I to
0
— — — — — — — o� m
2 2 m
O EXTERIOR B N
METAL D.L. OPG. ;
0 0
STRUCTURE VENT WIDTH TYPICAL ANCHORS
SEE ELEV. i
FOR SPACING
1/4"MAX. 2 v
SHIMS ifl
F.B.C. z p--
APPROVED CUPPED MULLION to Q m
& MULLION ANCHORS �a❑ - Q
SEE SEPARATE APPROVAL n as •.•'� Z (L
INTERIOR FRAME WIDTH ((/rp--- INTERIOR FRAME WIDTH U Z'm•I
-�O o
II II
�
Of z
❑ 1 'I ❑0 o ---- 3 K o
o loo =
>m�a
O O � .
� I I �
-- - T_r� I I q a � •• .d .
_ o I I o 0 o A„
--- = -_-- j - - --
1 p i I q WOOD BUCKS c
TYPCAL
EEI ELEV.
NFORRSPACING EXTERIOR FLANGE FRAMES
c m
0 0
'N
•.
Sealed:3/9/2021 . VTGENSF
No.e9223
- s a
i�CDi•. 9T E OF 5�� dfaWing o no.
FL #29511 ///�//I II IIT1 �`� sheet 6 of 10
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING �Y
EDGE DIST.
m_
d° v •dc r
d
FLUSH FRAMES CAN BE USED AT ALL SUBSTRATES fZ'o o
a SHOWN ON SHEETS 5 AND 6. IL N
Hof
'm u
A l 1 o
Q'
o
0aoo �
❑ Q O 1/4"MAX. INTERIOR FRAME WIDTH 1/4"MAX. 0 Z E 2
SHIMS SHIMS Q W
l O G
D1 L zoo
-j m
J a
4i 2 Q w
�i
o �a
3- -
o
-- m
0 0
Z
If
Oa .L.. __..._ o O q - - - --- CG O z Q
W O LL N O
I w a U
EXTERIOR 0-i o o^
Z=�
W 'i II rL 0 I(1 0
x
a /11p 0 5
CAL ANCN RSE ELEV.
J FOR SPACING
F.B.C.
APPROVED CLIPPED MULLION
/////�����& MULLION ANCHORS
I it -- SEE SEPARATE APPROVAL
INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 9
u i
Sealed:3/9/2021
—
C1 PLUSH FRAMES ° o
- 1
WI / I ❑�-O � 0 � 1 1 Q 11111111—1 /� � c
112 J O;-•, i i I ;^I O_ _ ��```®,��'..FA"1T
_ i i i I I i _ _ _ :�i�•' VCENSF'�(('1(>"D� m °u
d° d <. CD II II CJ I - -
g jJ l _ No.81223 _
° ]KSI G Z o 0
CONCRETE < I TYPICAL ANCHORS
.^ SEE ELEV. - .-.. - - -.
FOR SPACING '�d{/� dFowing no.
TYPICAL ANCHORS EXTERIOR ly�C I ` 19-20F
EDGE DIST. I '��'�
; SEE ELEV. FOR SPACING
FL 2951
� 1 'A�r�11111111j1�` sheet 7 of 10
ILLUSTRATIVE DTLS. ONLY TYPICAL ANCHORS U
SEE ELEV. 4ft
EXT. OR INT. FINISHES OR SPACING N
NOT BY VIWINCO
z vi I
° TYPICAL ANCHORS: Z M
h m
o °d FIN FRAMES: SEE ELEV. FOR SPACING Z °0 W
t ,48 SMS (GRADE 2 CRS) a s y o
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w O
a O 1-1/2" MIN. PENETRATION INTO WOOD - o
�❑ 1/2" MIN. EDGE DISTANCE 0 m
vowN
A2 n aa.am 8
pao¢ .�
0 0 L
� Q �
LLQ�Z� N
11� .Z N LL O
JG°¢ �
QwmF k'
IO aa�
' I I
II II II J
° o 0
J I — 1/4'MAX. I_ IOR FRAME WIDTH 1/4"MAX. ,;
° A II II GAP GAP c�
Z
i i II I/2" MIN. EDGE DIIST = n
II rx EDGE DIST. 01
01
o _ _
F O > —�z
X II O O o
w r 15 0❑ �WZ�
.III — <ci
of
0 r o =
z � II II ti � �N� a
° _ 0
U �I II 11 J O O
F
' O I l O O'..�! GOT
o II II n
I I II II O f 0
-
i
, v
I TYPICAL ANCHORS EXTERIOR
SEE ELEV.
FOR SPACING
C2 a o ❑ zo FIN FRAMES 0 o
o
W2-/ Sealed:3/9/2021 \-\GENSLc'
-- No.81223 /,' I S
LTYPICAL
SEE ELEV.NCHORS ^ w '�j�y� •��� 19720F
FOR SPACING FL #2�J511 ////fff1111\� ♦♦ sheet g of 10
f--2.075 �u
1.430 1.265 1
0
N
2.075 1.250 ttP. 010
J. FEZ]
TYP. 4
TMP I Qfa
1.76
2.000 �❑ 2.000
2.798 2.798 O
J .310� f1�N
a II ®'p Q FIX. VENT TOP RAIL O FIX. VENT SIDE RAIL 0?
1.430 1.715 Q'0 K M o
Q O.p 0 s
.228f I 1.992 .228J I 1.992 FO o d{ 0
7-- N N p
4.039 4.039 .070 •234J N
.640 06l
ttP. 1.2I65 .070 1.430 LL Z V�j LL m
Q FRAME HEAD (FLANGE/FLUSH) ,A FRAME HEAD (FIN) .L- �7. ttP• J p
Qwmf
-2.000-12.000
1.tao-I
� ^m
❑a� ❑�Uut7utJ O FIX. VENT BOTTOM RAIL 9 MOV. VENT SIDE RAIL m
J
� m
2.075 "�I`-Typ 2.075 �1.430 O o
y.671
O 4.039 4.039 ,.141� .070 Typ. J50 = M
070 TMP' 1.765
co Icn
ttP. CO 1.086 Q
z
14 REINF. a m U 1
rz Z
I I I 1.527 > U Z n
2.798-�7 .2211 1.250 2.798--I0,3
fi 0 e
MOV. VENT TOP RAIL U w z
O FRAME JAMB (FLANGE/FLUSH) 2a FRAME JAMB (FIN) IIf^-1.979 0 3,�p o
4.039 I > a
4.039
.404
.404 -� 1.767
1.140 070
ttP.
.080 2.000 � c
o
�0�� 2.000 .75�4 a � 1.430 `
754 ° -
O80 1 25o MOV. VENT BOTTOM RAIL o
TYP.
6i
1.175 2.075 _-
1.175
`1111111111/1j/ v 0
O FRAME SILL (FLANGE/FLUSH) 3A FRAME SILL (FIN)
.12t-y �y�:'LIGENSF ••V�i e, o
35e Sealed:3/9/2021 g
9J2 No.811223 : 2 � n
.575 7 .625 .040 E
.� .598 .643 .330 _..a
.060 ttP. 3- 1 11 ---^^^iil 051 STI _1F �•:
-^I f�.174 �-.065 %�•'. ��` drowing9 no.
o SILL RISER 11 GLAZING BEAD 2 FLANGE ADAPTER 20 VENT SUPPORT FL #29511 ,\\
//111111111 sheet g of 10
• ,Ir.
ITEM PART M QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS U 5
4.
1 8917 1 FRAME HEAD(FLANGE/FLUSH) RIGID PVC DECEUNINCK � N
1A 8917 1 FRAME HEAD(FIN) RIGID PVC DECEUNINCK 1
m
2 B918/8919 2 FRAME JAMB(FLANGE/FLUSH) RIGID PVC DECEUNINCK Z i .1
2A 8918/8919 2 FRAME JAMB(FIN) RIGID PVC DECEUNINCK q W
3 8911 1 FRAME SILL(FLANGE/FLUSH) RIGID PVC. DECEUNINCK W 2 aI
3A 8911 1 FRAME SILL(FIN) RIGID PVC DECEUNINCK O p`,o 0
4 5313 1 FIX.VENT TOP RAIL RIGID PVC DECEUNINCKIL
5 5309 1 FIX.VENT BOTTOM RAIL RIGID PVC DECEUNINCK W
6 5308 1 MOV.VENT 70P RAIL RIGID PVC DECEUNINCK 0 u N n
7 5305 1 MOV,VENT BOTTOM RAIL RIGID PVC DECEUNINCK V 0 ui.MrMi
8 5307 1 FIX.VENT SIDE RAIL fUGID PVC DECEUNINCK 0'G M o
9 5306 1 MOV.VENT SIDE RAIL RIGID PVC DECEUNINCK 0�'1]G 'I
10 5142 1 1 SILL RISER RIGID PVC DECEUNINCK 0
O
11 5144 AS READ. GLAZING BEAD RIGID PVC DECEUNINCK Q W o
j y
12 8346 AS READ. FLANGE ADAPTER RIGID PVC DECEUNINCK u'2 W- m
f
14 6608 AS READ. REINFORCING 6105-TS - J O 0 Q
Q W P
16 3515 AS REOD. POLYPILE WITH FIN W'STRIPPING - ULTRAFAB 0%%
17 7531 2 VENT STOP - CENTRAL PLASTICS _
18 7240T 2/LITE SETTING BLOCK EPDM TB PHILLY
19 - AS REQD. I EXTRUDED ALUMINUM SCREEN (OPTIONAL) - LEAOINC EDGE --1 e
20 6609 1 IVFNT SUPPORT 6063-T5
� o
WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE,
�CORNERSMITERED WELOED EXTRUDER NAME, CITY AND STATE. On
Z
On
z oa•-
N O Q m
r (3
z Z y
> U Z N
w 0 0
S U L Z °
HARDWARE: Z 2
METAL SWEEP LOCK WITH ADJACENT KEEPERS o v1 0
FRAME CORNERS BY 'TRUTH' LOCATED AT 12" FROM EACH END rs
OF MOVING VENT TOP RAIL
VINYL TILT LATCH BY 'FOUR-JAKS' AT EACH
END OF MOVING VENT TOP RAIL
METAL PIVOT BARS BY 'FOUR-JAKS' LOCATED
AT EACH END OF MOVING VENT BOTTOM RAIL `o
NIGHT LATCHES BY 'FOUR-JAKS' LOCATED AT `u
UPPER VENT, 3" ABOVE MEETING RAILS n _
CONSTANT FORCE BALANCE BY 'FOUR-JAKS' p
ONE IN EACH JAMB ri--
\-MITERED WELDED o p
CORNERS
i
Sealed:3/9/2021 VICewsk •.
No.81223
J $ a
���••• 9T _lF ®�.fyfdj�� drawing`no.
VENT CORNERS % 5+' �Cy��
19-20F
FL #29511 �//////1�1 uT03 1�\\\ sheet 10 of 10