1225 NE 93 St (19)METRO-I]gDE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Vinyl Tech/Progressive Glass Technology
1070 Technology Drive
Nokomis FL 34275
Your application for Product Approval of:
Series SH -701 Aluminum Single Hung Window - Impact & Non - Impact
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
Applicant, along with Drawing No. 4032, Sheets 1 thru 7 of 7. (For listing, see Section 8 of
this Notice of Acceptance)
has been recommended for acceptance by the Building Code Compliance office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions
on page 3.
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for
quality control testing. If this product or material fails to perform in the approved manner, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendments to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office that this
product or material fails to meet the requirements of the South Florida Building Code. The expense of
such testing will be incurred by the manufacturer.
Acceptance No.:97- 0310.02 (Revises No.: 96- 1203.05)
Expires:02 /26/01
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
Approved: 02/26/98
Internet mail address: postmaster @buiidingcodeoniine.com
CONDITIONS
BUILDING CODE COMMITTEE
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 331 30 -1 563
(305) 375 -2901
FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902
FAX (305) 372 -6339
Raul Rodriguez
Product Control Supervisor
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
Director
Building Code Compliance Dept.
Metropolitan Dade County
Homepage:'http://www.buildingcodeonline.com
Vinyl Tech/Progressive Glass Technology
ACCEPTANCE No.: 97- 0310.02
APPROVED : FEB 2 6 1996
EXPIRES : FEB 2 6 2001
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. DESCRIPTION OF UNIT
1.1 This approves an aluminum single hung window designed to comply with the South Florida
Building Code, (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure
requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values
in Section 7 and within the limitations contained in Section 3.
1.2 Model Designation: Series SH -701 Aluminum Single Hung Window - Impact and Non - Impact.
1.3 No. & Size of Vents: One vent measuring: 50 -5/8" wide x 38 -1/4" high
2. MATERIAL CHARACTERISTICS
2.1 See Vinyl Tech/Progressive Glass Technology, Drawing No. 4032, titled " SH Series 701," Sheet 1
thru 7 of 7, bearing the Miami -Dade County Product Control approval stamp.
2.2 Glazing
2.2.1 Glazing Method Exterior glazed with 1 /2" glazing penetration using a clear colored
adhesive bedding compound, Dow Corning 899 and a 1.057" x .678" high extruded aluminum
snap on. glazing bead (Part # 612234), with a .200 Diameter x .200 wide x .275 high vinyl bulb by
Team Plastics , between bead and glass (Part # 6TP -247K or 249K). Glass bite is %2 ".
2.2.2 Daylight Opening:: One fixed light frame glazed at the top with a clear opening of 48 -1/4"
by 34 -1/2" high (O/X).
2.3 Panel Construction.
2.3.1 Stiles: Consist of a panel stile of equal legs, 1.165" exterior face and .414" interior face by
1.349" deep and .062" wall thickness aluminum 6065 -T5 extrusion (Part # 612231), with 2
grooves for weatherstrips.
2.3.2 Rails: Bottom rail consists of a square shape with lift extension, a 1.363" outside face by a
1.969" inside face x 2.326 deep and .062" wall thickness aluminum 6065 -T5 extrusion, (Part #
612230), with two screw splines. Top rail consists of a square shape with lift extension and notch
to join with meeting rail, a 1.081" outside face by a 1.707" inside face and .062" wall thickness
aluminum extrusion (Part # 612229), with two screw splines.
2.3.3 Corner Construction: Butt joint. Each panel fastened with two # 8 x 1" PPH SMS
2.4 Frame Construction:
2.4.1 Head: Consists of a .737" exterior /.705" interior face by 2.784" deep flange type aluminum
6063 -T5 extrusion (Part # 612225), typical wall thickness is 0.062 ".
2.4.2 Jambs: Consists of a 1.061" exterior /1.523" interior face x 2.710" deep flange type
aluminum 6063 -T5 extrusion (Part # 612227), with two screw splines, typical wall thickness is
0.062 ".
2.4.3 Sill: Consists of a .655" exterior /2.330" interior face by 2.784" deep flange type aluminum
6063 -T5 extrusion (Part # 612226),1:ypical wall thickness is 0.062 ".
2.4.4 Fixed Meeting Rail: Consists of a square shape with unequal leg extensions, 1.403" exterior
face and 2.029" interior face by 1.342" deep and .062" wall thickness aluminum 6063 -T5
extrusion (Part # 612228), with two screw splines.
2.4.5 Corner Construction: Frame has butt joints. F . e omers and xed meting rail are
secured with two #8 by 1" PPH SMS.
Man 1 Perez, P.E. P .•l ct Control Examiner
Produc Control Division
-2-
Vinyl Tech/Progressive Glass Technolop -v
ACCEPTANCE No.:
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
97- 0310.02
FEB 281998
FEB 2 6 2001
2.5 Weepholes:
Quantity Description Location
2.5.1 Two 1/2" weep notch.. One at each end of sill screen retainer.
2.6 Sealant & Pads: Frame corners, are sealed with white colored sealant Schnee - Morehead 5504.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in Section 10.
3.2 For Design Pressure Rating of: Non - Impact, Small Missile Impact and Large Missile Impact
Windows, see Vinyl Tech/Progressive Glass Technology, Drawing No. 4032, titled " SH Series 701,"
Sheet 1 of 7, bearing the Miami -Dade County Product Control approval stamp.
4. INSTALLATION:
4.1 See Vinyl Tech/Progressive Glass Technology, Drawing No. 4032, titled " PW Series 701," Sheet 1
thru 7 of 7, bearing the Miami -Dade Com:y Product Control approval stamp.
Note: Please see note #11, Page 3
4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in
compliance with the South Florida Building Code.
4.3 Fasteners must be made of stainless steel or have adequate protection against corrosion, per DIN
50018. Aluminum contacting metals not considered compatible shall be properly protected.
5. IDENTIFICATION
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ".
6. USE
6.1 Application for building permit shall be accompanied by two copies of the following:
6.1.1 This Notice of Acceptance, including duplicate prints of Vinyl Tech/Progressive Glass
Technology, Drawing No. 4032, titled " SH Series 701," Sheet 1 thru 7 of 7, bearing the Miami -Dade
County Product Control approval stamp.
6.2 This document renews and revises Notice of Acceptance No. 96- 1203.05 dated 01/06/97.
6.3 Hurricane Protection:
See Vinyl Tech/Progressive Glass Technology, Drawing No. 4032, titled " SH Series 701," Sheet 1 of 7,
bearing the Miami -Dade County Product Control approval stamp.
-2a-
Man ez, P.E. Pro t Control Examiner
Product Control Division
NON - IMPACT (O /X) 3/16" Annealed Glass
TEST
TEST LOADS
DESIGN LOADS
AIR INFILTRATION @ 1.57 PSF
PA 202 -94 (0.34 CFM /FT)
0.28 CFM /FT
UNIFORM STATIC PRESSURE AT DESIGN LOAD
PA 202 -94 POSITIVE
+60.0 PSF
+60.0 PSF
UNIFORM STATIC PRESSURE AT DESi:GN LOAD
PA 202 -94 NEGATIVE
-60.0 PSF
-60.0 PSF
WATER RESISTANCE (PSF)
PA 202 -94
+10.40 PSF
+69.33PSF
UNIFORM STATIC PRESSURE AT FULL TEST LOAD
PA 202 -94 POSITIVE 30 Seconds
+90.0 PSF
+60.0 PSF
UNIFORM STATIC PRESSURE AT FULL TEST LOAD
PA 202 -94 NEGATIVE 30 Seconds
-90.0 PSF
-60.0 PSF
FORCED ENTRY RESISTANCE (FER)
ASTM F -588
SATISFACTORY
Design Pressure Rating (Positive)
+60.0 PSF
Design Pressure Rating (Negative)
-60.0 PSF
For Design Pressure Rating vs. Window Size, see Table in Section 9 "Comparative Analysis"
Vinyl Tech/Progressive Glass Technology
7. TESTS PERFORMED:
7.1 TESTS
ACCEPTANCE No.: 97- 0310.02
APPROVED FEB 2 6 1998
EXPIRES FEB 2 6 2001
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
RESULTS:
-2b-
Manu
z, P.E., Produc ontrol Examiner
Produc Control Division
SMALL MISSILE IMPACT WINDOW (O /X ) - 1/4" Tempered Glass
TEST
TEST LOADS
DESIGN LOADS
AIR INFILTRATION @ 1.57 PSF
PA 202 -94 (0.37 CFM /FT)
0.14 CFM /FT
UNIFORM STATIC PRESSURE AT DESIGN LOAD
PA 202 -94 POSITIVE
+90.0 PSF
+90.0 PSF
UNIFORM STATIC PRESSURE AT DESIGN LOAD
PA 202 -94 NEGATIVE
-90.0 PSF
-90.0 PSF
WATER RESISTANCE (PSF)
PA 202 -94
+10.50 PSF
+70.0 PSF
UNIFORM STATIC PRESSURE AT FULL TEST LOAD
PA 202 -94 POSITIVE 30 Seconds
+135.0 PSF
+90.0 PSF
UNIFORM STATIC PRESSURE AT FULL TEST LOAD
PA 202 -94 NEGATIVE 30 Seconds
-135.0 PSF
-90.0 PSF
FORCED ENTRY RESISTANCE (FER)
ASTM F -588
SATISFACTORY
SMALL MISSILE IMPACT TEST
SFBC PA 201 -94
SATISFACTORY
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE (4,500 cycles)
+180.0 PSF
+180 PSF
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE (4,500 cycles)
-180.0 PSF
-180.0 PSF
Design Pressure Rating (Positive)
+70.0 PSF
Design Pressure Rating (Negative)
-90.0 PSF
Vinyl Tech/Progressive Glass Technology
7.2 TESTS
ACCEPTANCE No.: 97- 0310.02
APPROVED
EXPIRES : FEB 2 F 2001
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
RESULTS:
- 2c -
. FEB 2 6 1998
Manu -. Pe ez, P.E., Produ ntrol Examiner
Product Control Division
LARGE MISSILE IMPACT WINDOW — ( O/X ) — 3/16" Annealed Sentryg /as
TEST
TEST LOADS
DESIGN LOADS
AIR INFILTRATION @ 1.57 PSF
SFBC PA 202 -94 (0.37 CFM/FT)
0.28 CFM /FT
UNIFORM STATIC PRESSURE- DESIGN LOADS
SFBC PA 202 -94 POSITIVE
+60.0 PSF
+60.0 PSF
UNIFORM STATIC PRESSURE- DESIGN LOADS
SFBC PA 202 -94 NEGATIVE
-60.0 PSF
-60.0 PSF
WATER RESISTANCE (PSF)
SFBC PA 202 -94
+9.0 PSF
+60.0PSF
UNIFORM STATIC PRESSURE -FULL TEST LOAD
SFBC PA 202 -94 POSITIVE
+90.0 PSF
+60.0 PSF
UNIFORM STATIC PRESSURE -FULL TEST LC)AD
SFBC PA 202 -94 NEGATIVE
-90.0 PSF
-60.0 PSF
FORCED -ENTRY RESISTANCE (FER)
AAMA 1302.5 -76
SATISFACTORY
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94
SATISFACTORY
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE (4,500 cycles)
+60.0 PSF
+60.0 PSF
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE (4,500 cycles)
-60.0 PSF
-60.0 PSF
Design Pressure Rating (Positive)
+60.0 PSF
Design Pressure Rating (Negative)
-60.0 PSF
Vinyl Tech/Progressive Glass Technolocry
7. TESTS PERFORMED: (continued)
7.3 TESTS
- 2d -
RESULTS:
ACCEPTANCE No.: 97- 0310.02
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
FEB 2 6 1998
FEB 262001
Manue P z, P.E., Prod ontrol Examiner
Product Control Division
Vinyl Tech/Progressive Glass Technology
- 2e -
ACCEPTANCE No.: 97- 0310.02
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
ailiLerj
Manu Perez, P.E., Prod �Q� ntrol Examiner
Product Control Division
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test report No. FTL -1536 prepared by Fenestration Testing Laboratory, dated January 15,
1997, signed and sealed by Gilbert Diamond, P.E. for the following tests:
1) Air Infiltration Test, per PA 202 -94.
2) Uniform Load Static Air Pressure Test, per PA 202 -94.
3) Water Resistance Test, per PA 202 -94.
4) Forced Entry Resistance Test, per AAMA 1302.5 -76.
along with installation diagram of an O/X configuration 53 -1/8" wide by 76" high Series SH -701
aluminum single hung window glazed with 3/16" tempered glass and section drawings marked by
Fenestration Testing Laboratory
8.1.2 Test report No. FTL -1533 prepared by Fenestration Testing Laboratory, dated January 30,
1997, signed and sealed by Gilbert Diamond, P.E. for the following tests:
1) Air Infiltration Test, per PA 202 -94.
2) Uniform Load Static Air Pressure Test, per PA 202 -94.
3) Water Resistance Test, per PA 202 -94.
4) Forced Entry Resistance Test, per AAMA 1302.5 -76.
5) Small Missile Impact Test, per PA 201 -94.
6) Cyclic Wind Pressure Loading, per PA 203 -94.
along with installation diagram of art O/X configuration 53 -1/8" wide by 76" high Series SH -701
aluminum single hung window glazed with 1/4" tempered glass and section drawings marked by
Fenestration Testing Laboratory
8.1.3 Test report No. FTL -1531 prepared by Fenestration Testing Laboratory, dated January 14,
1997, signed and sealed by Gilbert Diamond, P.E. for the following tests:
1) Air Infiltrai:ion Test, per PA 202 -94.
2) Uniform Load Static Air Pressure Test, per PA 202 -94.
3) Water Resistance Test, per PA 202 -94.
4) Forced Entry Resistance Test, per AAMA 1302.5 -76.
5) Large Missile Impact Test, per PA 201 -94.
6) Cyclic Wind Pressure Loading Test, per PA 203 -94.
along with installation diagram of am O/X configuration 53 -1/8" wide by 76" high Series SH -701
aluminum single hung window glazed with 3/16" annealed Sentryglas and section drawings
marked by Fenestration Testing Laboratory
8.2 Drawing:
8.2.2 Drawing No. 4032, titled "SH Series 701", Sheets 1 thru 7 of 7, prepared by Vinyl
Tech/Progressive Glass Technology, dated 11/27/96 and revised on 01/12/98, signed and sealed
by Robert L. Clark, P.E
FEB 2 6 1998
FEB 262001
Vinyl Tech/Progressive Glass Technoloav
ACCEPTANCE No.: 97- 0310.02
APPROVED : FEB 2 6 1988
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
FEB 2 6 2001
8.3 Material Certification:
8.3.1 Aggregate Certification, dated November 10, 1995, by CSR Rinker Materials for No. 6
coarse mineral aggregate per ASTM D- 1863 -86 "Standard Specification for Mineral Aggregate
Used on Built -Up Roofs ".
8.4 Calculations:
8.4.1 Comparative Analysis and Anchor Calculations prepared by Ivan R. Dory, P.E., dated March
3, 1997, signed and sealed by Ivan R. Dory, P.E.
9. COMPARATIVE ANALYSIS: For "Comparative Analysis" and "Small Missile Supplemental
Analysis Tables ", see Vinyl Tech/Progressive Glass Technology, drawing No. 4032, titled "SH Series
701 ", Sheets 4 and 7 of 7 respectively, dated 11/27/96 and revised on 01/12/98, signed and sealed by
Robert L. Clark, P.E, bearing the Miami -Dade County Product Control approval stamp.
10. TYPICAL ELEVATION: For typical window elevation and cross - sections, see Vinyl
Tech/Progressive Glass Technology, Dwg. No. 4032, titled "SH Series 701", Sheets 1 thru 7 of 7, bearing
the Miami -Dade County Product Control approval stamp.
-2f-
Man 1 P rez, P.E., Prod ; • trol Examiner
Product Control Division
'6.000
MAX.
NON - IMPACT WINDOWS
1.) GLAZING: 3/16" ANN.
2.) CONFIGURATIONS: OX
3.) DESIGN PRESSURE RATING:
SEE COMPARATIVE ANALYSIS TABLES ON SHEET 4
4.) ANCHORS:
SEE COMPARATIVE ANALYSIS TABLES ON SHEET 4
5.) SHUTTER REQUIREMENT:
SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS
53.125
MAX.
ELEVATION
SMALL MISSLE IMPACT WINDOWS
1.) GLAZING: 1 /4 " TEMPERED
2.) CONFIGURATIONS: OX
3.) DESIGN PRESSURE RATING:
SEE SUPPLEMENTAL ANALYSIS TABLES ON SHEET 7
4.) ANCHORS:
SEE SUPPLEMENTAL ANALYSIS TABLES ON SHEET 712
5.) SHUTTER REQUIREMENT:
NO SHUTTERS REQUIRED 30 FEET & ABOVE.
ITEM
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
DESCRIPTION
FLANGED FRAME HEAD
FLANGED FRAME SILL
612225
612226
FLANGED FRAME JAMB
FIXED MEETING RAIL
SASH TOP RAIL
SASH BOTTOM RAIL
SASH SIDE RAIL
GLAZING BEAD
WEATHERSTRIP - VINYL BULB
3/16" ANNEALED GLASS
3/16" ANN. GLASS W /DUPONT 457 FILM
1/9 " TEMPERED GLASS
# x .750 PHIL. PN. HD.
SWEEP LATCH
#8 x .625 PHIL FLT. HD.
WINDLOAD ADAPTER
#8 x .375 PHIL . P.H. TEK
WEATHERSTRIP - VINYL BULB \SASH
SASH TOP GUIDE
SCREEN
BALANCE COVER
22 BALANCE
23 WEATHERSTRIP - PILE \FINSEAL
V.T. #
612227
612228
612229
612230
612231
612234
6TP247K
7658PFAA
7858WW
612236
VENDOR
AL UMAX EXTRUSIONS
ALUMAX EXTRUSIONS
ALUMAX EXTRUSIONS
ALUMAX EXTRUSIONS
ALUMAX EXTRUSIONS
ALUMAX EXTRUSIONS
ALUMAX EXTRUSIONS
ALUMAX EXTRUSIONS
TEAM PLASTICS
PPG. LOF
LAM. BY ROMAC. VERICOM
PPG. LOF
AQUA FASTENERS
MINIATURE DIE CASTING
MERCHANTS FASTENER CORP.
ALUMAX EXTRUSIONS
CALDWELL MANUFACTURING INC.
SCHLEGEL CORP.
VENDOR #
AF- 12225
AF -12226
AF- 12227
AF- 12228
AF- 12229
AF -12230
AF- 12231
AF- 12234
TP -24 7
PCT. 214. XX
AF -12236
78X38PPT
6TP249K
MERCHANTS' FASTENER CORP.
TEAM PLASTICS
MASTER TOOL
VINYL TECH. \ PGT
WYBORG
TP -249
7-M10-344
5 TAVE
61062W
24
25
26
27
28
29
SASH FACE GUIDE
#6 x .500 PHIL. FLT. HD.
SASH STOP
8 x 1.000 PHIL. P.H. SMS
SILICON
WEATHERSTRIP - VINYL BULB\SASH
LARGE MISSLE IMPACT WINDOWS
1.) GLAZING: 3/16" ANN. SENTRY GLASS
2.) CONFIGURATIONS: OX
3.) DESIGN PRESSURE RATING:
•160 P.S.F., —60 P.S.F.
4.) ANCHORS:
MAX. 6" FROM EACH CORNER
MAX. SPACING AT HEAD & SILL: 11.000
MAX. SPACING AT JAMBS: 16.000
5.) SHUTTER REQUIREMENT:
NO SHUTTERS REQUIRED
Revisions:
Material:
Drown By:
R. S
Revised B
D.B.
Vendor No.:
Dote:
11/27/9
Dote: .
12/98
Scale:
N.T.S.
Classification:
Description:
70251
76X12FPAW
612244
78X1PPA
62899
6TP248K
I
1 Ll 1 L L 1 1
YawrbcArn of (Lolly Yh! (donna
Prod. Colegory:
SH
MASTER TOOT
SCHERER INDUST. PRODUCTS
ALUMAX EXTRUSIONS
MERCHANTS FASTENER CORP.
DOW CORNING
TEAM PLASTICS
Series /Model:
701
ELEVATION VIEW
Address: P.O. BOX 1529
NOKOMIS, FL. 34274
Size:
Item:
Mo+ub:Em of Slondod 1 (Loan Oon IlhMon
Drowing No.:
FS7826- 187
7 -M 10 -25 1
AF -12244
899
TP -248
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT
BY
PRODU ONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO,q 7 6°4 0.0Z
Sheet:
4032
of 7
Rev.:
76.000
ROUGH
OPENING
ROUGH
OPENING
VERTICAL SECTION
ROUGH
OPENING
"%/ied-o(
53.125
HORIZONTAL SECTION
ROUGH
OPENING
Revisions:
Moteriol:
Drawn By: Dote:
R.S. 11/22/96
Revised By:
D
Date:
12/98
Vendor No.:
Scale:
Mad «tun of aunty Wy &dea.n
1 progressive gLA SS technology
M¥MbrV.r d Stand d I CLrlan Oms I11-43"
Classification:
Prod. Cot y:
S
Description:
CROSS SECTIONS
Address: P. 0. BOX 1529
N. T. S NOKOMIS, FL. 34274
Series /Model:
701
Item
SECT
Size: Drowing No.:
4032
Sheet:
of 7
Rev.:
APPROVED AS COMPLYING WITH DIE
SOUTH FLORIDA BUILDING CODE
DAT ::. ': 19 CI
BY .1 / _ a'A r
PRODU '•NTROL DIVIS:ON
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO C r ' I��I D•OZ
II I
3/16" ANNEALED GLASS
.500
2 500
3/16" W /DUPONT FILM - (457) INTERIOR SIDE
1/4" TEMPERED GLASS
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT :: : : 19 9g
BY 70u i ...ems /
PRODU eNTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO Cri - 630 • 0 Z
Revisions:
Material:
Drown By: Dote:
D.B. 1/21/9
Revised By:
D.B.
Vendor No.:
0 1/12/97
Scale:
N.T.S
VINYL L T E C I I I i�
Yvwraery a 0.d ay b / rndwvn
Clossi(icotion:
Prod. Category:
S
Series /Model:
701
Item:
Sheet:
3 of 7
Description:
GLAZING OPTIONS
Address: P.O. BOX 1529 Size:
NOKOMIS, FL. 34274
()rowing No.:
4032
Rev.:
B
Wind
Heights
Window \\ idths
Window Widths
19.125
(4)
24.000
(4)
26.500
(6)
32.000
(6)
37.000
(6)
40.000
(S)
44.000
(3)
4S.000
(S)
53.125
(S)
26.000
(12)
- 140.00
+ 69.30
- 140.00
+ 69.30
- 140.00
+ 69.30
- 135.00
+ 69.30
- 135.00
+ 69.30
- 135.00
+ 69.30
- 130.00
+ 69.30
- 130.00
+ 69.30
- 123.36
+ 69.30
33.375
(12)
- 140.00
+ 69.30
- 135.00
+ 69.30
- 135.00
+ 69.30
- 130.00
+ 69.30
- 130.00
+ 69.30
- 130.00
+ 69.30
- 117.86
+ 69.30
- 105.5S
+ 69.30
- 93.15
+ 69.30
50.625
(12)
- 135.00
+ 69.30
- 130.00
+ 69.30
- 130.00
+ 69.30
- 130.00
+ 69.30
- 125.00
+ 69.30
- 112.41
+ 69.30
- 9S.07
+ 69.30
- 86.97
+ 69.30
- 75.95
+ 69.30
63.000
(16)
- 103.25
+ 69.30
- 92.56
+ 69.30
- 89.57
+ 69.30
- S7.32
+ 69.30
- 87.32
+ 69.30
- 87.32
+ 69.30
- 36.00
+ 69.30
- 76.59
+ 69.30
- 66.09
+ 66.09
76.000
(16)
- 79.65
+ 69.30
- 69.42
+ 69.30
- 66.05
+ 66.05
- 61.53
+ 61.53
- 60.0-1
+ 60.0-1
- 60.00
+ 60.00
- 60.00
+ 60.00
- 60.00
+ 60.00
- 57.00
+ 57.00
Window
Heights
Window Widths
19.125
(4)
24.000
(4)
26.500
(6)
32.000
(6)
37.000
(6)
40.000
(8)
44.000
(8)
43.000
(8)
53.125
(8)
26.000
(8)
- 140.00
+ 69.30
- ,140.00
+ 69.30
- 140.00
+ 69.30
- 135.00
+ 69.30
- 135.00
+ 69.30
- 135.00
+ 69.30
- 130.00
+ 69.30
- 130.00
+ 69.30
- 128.36
_
+ 69.30
38.375
(8)
- 140.00
+ 69.30
- 135.00
+ 69.30
- 135.00
+ 69.30
- 130.00
+ 69.30
- 130.00
+ 69.30
- 130.00
+ 69.30
- 117.86
+ 69.30
- 105.55
+ 69.30
- 93.15
+ 69.30
50.625
(8)
- 135.00
+ 69.30
- _130.00
+ 69.30
- 130.00
+ 69.30
- 130.00
+ 69.30
- 125.00
+ 69.30
- 112.41
+ 69.30
- 93.07
+ 69.30
- 86.97
+ 69.30
- 75.95
+ 69.30
63.000
(8)
- 103.25
+ 69.30
- 92.56
+ 69.30
- 89.57
+ 69.30
- 87.32
+ 69.30
- 87.32
+ 69.30
- 87.32
+ 69.30
- 86.00
+ 69.30
- 76.59
+ 69.30
- 66.09
+ 66.09
76.000
(12)
- 79.65
+ 69.30
- 69.42
+ 69.30
- 66.05
+ 66.05
- 61.53
+ 61.53
- 60.04
+ 60.04
- 60.00
+ 60.00
- 60.00
+ 60.00
- 60.00
+ 60.00
- 57.00
+ 57.00
NOTE: Numbers in () parentheses are quantity of anchors per side.
Negative Design Loads based on Comparative Analysis (psf), and Glass Table 35 -E.
Positive Dcsign Loads based on Comparative Analysis (psf), and Water Test Pressure.
Numbers above arc for 1110 screw's or 3/16" Tapcons.
NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each Meet. Rail)
NOTE: Anchors 6" from each corner and as follows:
Max. spacing at head & sill = 14.000
Max. spacing at jambs = 14.000
NOTE: Numbers in () parentheses are quantity of anchors per side.
Negative Dcsign Loads based on Comparative Analysis (psf), and Glass Table 35 -E.
Positive Design Loads based on Comparative Analysis (psf), and Water Test Pressure.
Numbers above are for ii screws or 1/4" Tapcons.
NOTE: 1 anchor 4.000" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail).
NOTE: Anchors 6" from each corner and as follows:
Max. spacing at head & sill = 14.000
Max. spacing at jambs = 14.000
Revisions:
Mo feria!:
Drown By: Dote:
D.B. 02/24/97
Dote:
scly 1a/9,8
N.T. S
Revised B
D. B.
Vendor No.:
Yovfxbre of O,oi1r thJ Ldcsvn
I Ys.bclrra of 2.nar1 £ Oefm. Om *Om
Class; Iicotion:
Prod. Cote
H
Series /Model:
701
Item:
FTL -1536
Sheet:
4 or 7
Description:
COMPARATIVE ANALYSIS FOR NON - IMPACT 76" HIGH
"OX" SINGLE HUNG USING 3/16" ANNEALED GLASS
Address: P.O. BOX 1529 Size: Drawing No.: Rev.:
NOKO1v1IS, FL. 34274 B 4032 8
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT :.: :: //,, 19 Q i
BY 2i , . ..'.L -, '
PRODU' .4 ' TROT DIVISION di
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO CO 'Q?,)6. 00.
VOOD
TYP. HEAD
TYP. SILL
(1
11 •
� • °• 1.250
• • v .
3/1 6 " TAPCON
2 x WOOD
BUCK
V V
TYP. HEAD
TYP. SILL
TYP. JAMB
/10 PANHEAD
.250 -
MAX.
1.250
TYP. JAMB
2 x WOOD
BUCK
Revisions:
Moferiol:
Drawn By:
R.S.
Revised By:
D.B.
Vendor No.:
Do t e :
2/1 9/97
1/12/98
L. .__J _ J
w.,un,a of aonr n,/ (minx=
' SS t echn ology
wvloch .. a ue civ4 4 anon 0..
Classification:
Description:
Address:
Prod. Co e i ry: I Series /Mo o 1
Size:
P.O. BOX 1529
NOKOMIS, FL. 34274 B
item
ANCH.
TYPICAL SINGLE HUNG ANCHORAGE
(3/16" TAPCON /OR # 10 PANHEAD)
Drowing No.:
4032
Sheet: 5
at 7
Rev.:
B
APPROVED AS COMPLYING WITH THE
SOUTH LORIDA BUILDING CODE
DAT :: G : z. 9C18 BY ��i. - -�
PRODUC C'NTROL DIVISiON
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO 9 (0.316 • 01
WOOD
SUCK
v
TYP. HEAD
TYP. SILL
1
1.250
0
1 /4 " TAPCON
2 x WOOD
BUCK
112 PANHEAD
v v
v •
. v •
•
TYP. HEAD
112 PANHEAD
TYP. SILL
1.250
1.250
2 x WOOD
BUCK
ri/d/F
/ 0
TYP. JAMB
MAX.
TYP. JAMB
APPROVED AS COMPLYING WITH TtiE
SOUTH FLORIDA BUILDING CODE
DAT �:: :: I gag
BY ///
PRODUN . +NTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO Q1 630. OZ.
Revisions:
Material:
Drown By:
R. s.
Revised By:
D.B.
Vendor No.:
D
2 /19/97
1/12/98
progressive SS technology
YavAcc4ts of Slodsd a anion aan 11dn,
Clossificotion:
Description:
Prod. Cate
H
Series /Model:
701
Address: P BOX 1529
NOKOMIS, FL. 34274
Size:
B
Item
ANCH
TYPICAL SINGLE HUNG ANCHORAGE
(1/4" TAPCON /OR #12 PANHEAD)
Drawing No.:
4032
Sheet:
6 of 7
Rev .:
B
Window
llcights
Window Widths
Window Widths
19.125
(4)
24.000
(4)
26.500
(6)
32.000
(6)
37.000
(6)
40.000
(8)
44.000
(8)
43.000
(8)
53.125
(8)
26.000
(12)
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 130.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 130.00
+ 69.30
33.375
(12)
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 130.00
+ 69.30
- 176.78
+ 69.30
- 158.37
+ 69.30
- 139.73
+ 69.30
50.625
(12)
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 163.62
+ 69.30
- 147.10
+ 69.30
- 130.45
+ 69.30
- 113.93
+ 69.30
63.000
(16)
- 154.83
+ 69.30
- 138.85
+ 69.30
- 134.36
+ 69.30
- 130.93
+ 69.30
- 130.93
+ 69.30
- 130.98
+ 69.30
- 130.98
+ 69.30
- 114.83
+ 69.30
- 99.13
+ 69.30
76.000
(16)
- 119.43
+ 69.30
- 104.13
+ 69.30
- 99.07
+ 69.30
- 92.30
+ 69.30
- 90.06
+ 69.30
- 90.00
+ 69.30
- 90.00
+ 69.30
- 90.00
+ 69.30
- 90.00
+ 69.30
Window
I- Icights
Window Widths
19.125
(4)
24.000
(4)
26.500
(6)
32.000
(6)
37.000
(6)
40.000
(8)
44.000
(8)
43.000
(8)
53.125
(8)
26.000
(8)
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
38.375
(8)
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 176.78
+ 69.30
- 158.37
+ 69.30
- 139.73
+ 69.30
50.625
(8)
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 180.00
+ 69.30
- 168.62
+ 69.30
- 147.10
+ 69.30
- 130.45
+ 69.30
- 113.93
+ 69.30
63.000
(8)
- 154.88
+ 69.30
- 138.85
+ 69.30
- 134.36
+ 69.30
- 130.93
+ 69.30
- 130.98
+ 69.30
- 130.98
+ 69.30
- 130.98
+ 69.30
- 114.83
+ 69.30
- 99.13
+ 69.30
76.000
(12)
- 119.48
+ 69.30
- 104.13
+ 69.30
- 99.07
+ 69.30
- 92.30
+ 69.30
- 90.06
+ 69.30
- 90.00
+ 69.30
- 90.00
+ 69.30
- 90.00
+ 69.30
- 90.00
+ 69.30
NOTE: Numbers in () parentheses are quantity of anchors per side.
Negative Design Loads based on Comparative Analysis (psf), and Glass Table 35 -E.
Positive Design Loads bascd on Comparative Analysis (psf), and Water Test Pressure.
Numbers above are for 1410 screws or 3/16" Tapcons.
NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each Meet. Rail)
NOTE: Anchors 6" from each corner and as follows:
Max. spacing at head & sill = 14.000
Max. spacing at jambs = 14.000
NOTE: Numbers in () parentheses are quantity of anchors per side.
Negative Dcsign Loads bascd on Comparative Analysis (psf), and Glass Table 35 -E.
Positive Dcsign Loads based on Comparative Analysis (psf), and Water Test Pressure.
Revisions:
Material:
Drown By:
D.B.
Date:
1/12/98
0 1/12/98
Scole:
N. T. S_
WwbcLrc of aoi(r Ty Cockerel
l progressive a A 55 (echnology
ifavbcEre, of SWdod a anfam Om ode s
Classification:
Prod. Cole
H
Series /Model:
701
Address: P. O. BOX 1529
NOKOMIS, FL. 34274
Size:
B
Item
FTL - 1533
Sheet:
7 of 7
Description:
SUPPLEMENTAL ANALYSIS FOR SMALL MISSLE IMPACT 76" HIGH
"OX" SINGLE HUNG USING 1/4" TEMPERED GLASS
Oro wing No.:
4032
Rev.:
B
Numbers above are for 1 screws or 1/4" Tapcons.
NOTE: 1 anchor 4.000" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail).
NOTE: Anchors 6" from each corner and as follows:
Max. spacing at head & sill = 14.000
Max. spacing at jambs= 14.000
Revised 8y:
D.B.
- "Vendor No.:
/ 2
APPROVED AS COMPLYING WITH THE
SOUTH LORIDA BUILDING CODE
DAT r,C _1 P1':
BY / / /M.ice
PROM CO TROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO q1-62)16.6