HomeMy WebLinkAboutProduct Approval R W R W Building Consultants, Inc. RECEIVED
BConsulting and Engineering Services for the Building Industry FEB 0 5 2018
C P.O.Boz 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813 ST. Lucie County, Permltting
ProductReportReport
Product Product Name
Category Sub Category Manufacturer
Plastpro,Inc. Smooth I Wood Grain 1 White Wood Grain
Exterior Swinging 5200 W.Century Blvd. Rustic/Mahogany
Doors Exterior Door
Assemblies Los Angeles,CA 90045 Series O Fiberglass Door
Phone 440.969.9773 InswinglOutswing-"Impact'
Scope: Product Evaluation report issued by R W Building Consultants, Inc. &Lyndon F Schmidt, P.E. (System ID#1998)for
Plastpro Inc., based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact
resistant covering.
4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with FBC Sections 1609.1.2&
R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as
defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.I.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations meet water infiltration requirements for"HVHZ'. All other configurations do not meet the water infiltration
requirements for the"HVHZ'and must be installed only in non-habitable areas or at habitable locations protected by an overhang or
canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
8 See drawing FL-15210.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E.
TEL 01391846 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. William Shelton,P.E.
ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E.
ASTM G 26-95
ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E.
ETC-07-209-19303.0 ASTM D 635-98,638-03, 1929-96&2843-99 ETC Laboratories Ben Meunier
2. Drawing No. Prepared by Signed&Sealed by
No.FL-15210.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Quality Assurance `�g1�d�t11l1/11t�tI
Certificate of Participation issued by National Accreditation and Management ♦e S�yU/� �>
Institute,certifying that Plastpro,Inc.is manufacturing products within a quality e`®%��<°°�G
assurance program that complies with ISOIIEC 17020 and Guide 53. v p0
NO 43409
�?1 a STATE OF
,,C�°�,� • Lyndon F.Schmidt, P.E.
ads, °L ........3 '�a�+��°,*` FL PE No.43409
Sheet 1 of iaN 9�*+o;�,a® 8/31/2017
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5200
.5200 W. CENTURY BLVD.
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LOS ANGELES, CA 90045 '' •.•• �`' ~ -"�
Smooth / Wood Grain / White Wood Grain — 37.5RAME WI TEH ALL r r7r7tr% o CT z°
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Rustic /Mahogany ! (,, s r� o m W
Series O Fiberglass Door f e LL m a a m
INSWING/ OUTS WING W
"IMPACT"
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�. GENERAL NOTES z �z
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1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building c o
Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). O o o z
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0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base (D N m O
material shall be beyond wall dressing or stucco. = T 5 w Ed w
ami
Q 3. When used in the"HVHZ'this product complies with Section 1626 of the Rodda Building Code and < v o 'a
does not require an impact resistant covering. ^ g
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0 4. When used in areas outside of the"HVHZ'requiring wind borne debris protection,this product w K
complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering. p }O m
E This product meets missile level"D"and includes Wind Zone 4 as defined In ASTM E 1996 and FBC b a
Sections 1609.1.2.2&R301.2.1.2.I I. m
.9 5. For 2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry o 0
construction. N a
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6. Site conditions that deviate from The details of this drawing require further engineering analysis by a T
licensed engineer or registered architect.
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e 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do w
not meet the water infiltration requirements for the"HVHZ'and must be installed only in non-habitable o
areas or at habitable locations protected by an overhang or canopy such that the angle between i
g the edge of canopy or overhang to sill is less than 45 degrees.
TABLE OF CONTENTS ry m a
4 SHEET# DESCRIPTION SHEET# DESCRIPTION
1 Typical Elevations,Design Pressures&General Notes 7 Horizontal&Vertical Cross Sections(Direct to Masonry) MAX. DESIGN PRESSURE(PSF) z
2 Door Panel Details 8 3-point lock details CONFIGURATION FRAME DAF 02116112
3 Horizontal&Vertical Cross Sections(2X Buck) 9 3-point lock details DIMENSION POSITIVE NEGATIVE o
c y F. N.T.S.
4 Horizontal&Vertical Cross Sections(1 X Buck) 10 Buck and frame anchoring owc—er: JK m
5 Horizontal&Vertical Cross Sections(Direct to Masonry) I1 Components X 37.5"x 82.9' +75.0 -75.0
CW.BY.. LFS a
b Vertical Cross Sections(Thresholds) 12 Bill of materials
._.__
See sheets 2 for hardware design pressure limitations ORAWWC No.:FL-75210.1 "
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F 7 WEATHERSTRIP FOAM
5
8 DOOR BOTTOM SWEEP VINYL M
9 4'X 4"BUTT HINGE STEELz W
11 #9 X 3/4"PFH WOOD SCREW STEEL aCD
22 3 POINT'TONGUE"MULTIPOINT LOCKSET(Mfg.BY HOP PE) STEEL E; o m
g 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL
Y 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL
27 LATCH STRIKE PLATE STEEL
28 DEADBOLT STRIKE PLATE(SECURITY) STEEL
29 ADA THRESHOLD ALUM v v
p 30 OUTSWING THRESHOLD ALUM/WOOD
e 31 OUTSWING THRESHOLD ALUM/WOOD
32 OUTSWING THRESHOLD ALUM/WOOD N N
33 OUTSWING THRESHOLD ALUM/COMP rn
0 34 OUTSWING THRESHOLD ALUM/WOOD P"P. o
36 INSWING THRESHOLD ALUM/COMP
s 37 INSWING THRESHOLD ALUM/WOOD12 R
38 INSWING THRESHOLD ALUM/COMP
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
55 #10 X 1-1/7'PFH SCREW STEEL >>
57 BACKING PLATE STEEL F
58 #8 X 7'PFH WS STEEL AN
z
60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL a 10
—02116112 i
sone, N.T.S. °
owo.en JK m
as W. LFS s
ai "o.:
FL-15210.1 "
n o
RECEIVED
FEB 0 6 2018
ST. Lucie County, Permitting
M...AM���E MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3.15-2599
NOTICE OF ACCEPTANCE (NON www.miamidade.zov/economv
PGT Industries,Inc. t
1070 Technology Drive
North Venice,FL 34275 -
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Produet Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION:
one:DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1
through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAff 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 17-0630.08
MIAMI DARE COUNTYExpiration Date: March 26,2021
• i
(�
107 Approval Date: November 30,2017
j Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBA UTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseale spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 16-0714.06)
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 07-0322.06)
3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
..2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No. 07-0322.06)
Manuelere P.E.
Product Contr Ex iner
NOA No. -0630.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NDA No. 05-1018.01
5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
6. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
..4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame, prepared by Fenestration Testing Laboratory, Inc.,Test
Reports No. FTL-4647 and FTL-4650,dated 08/11/05,both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
7. Test reports on:.1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test
Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
Man eler P.E.
Product ContrVExafiner
NOANo0.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 51h
Edition (2014)and FBC 611 Edition (2017), dated 06/22/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA)
for their"Saflex Clear and Color Glass Interlayers"dated 03/17/16,expiring on
05/21/21.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5'Edition (2014) and FBC
6th Edition(2017), dated June 22,2017,issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL4957, FTL4958 and FTL-
5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and
sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL-4648,
FTL-4649,FTL-4650,and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09, 2016,
signed by Ishaq Chanda,P.E.
(Submitted under previous NOA No. 16-0714.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.06,issued to PGT Industries,Inc. for their Series
"SH-700"Aluminum Single Hung Window- L.M.I_,approved on 08/18/16 and
expiring on 03/26/21.
an r z,P.E.
Product Co rol E aminer
NOA -0630.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-3
GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED:
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2)
*2014 FLORIDA BUILDING CODE(FBC).STH EDITION
-ASTM E7300-04
•ANSI/AF&PA NDS-2016 FOR WOOD CONSTRUCTION
A.5/16'LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090 KURARAY TROSIFOL*PVB(BY KURARAY AMERICA,INC.) -ALUMINUM DESIGN MANUAL.ADM-2016
OR.090"SAFLEX'FVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) *AISI 5100-12
B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A *AIS,360-10
.090"KURARAY TROSIFOL*PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX* PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8'•HEAT STRENGTHENED GLASS WITH A
.090"KURARAY TROSIFOL*PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX* PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP
D.7/16"LAMI CONSISTING OF(2)LITES OF 3X6"ANNEALED GLASS WITH A.090-KURARAY TROSIFOL*PVB(BY KURARAY AMERICA,INC.) SHEET
OR.090••SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1
E.7/16'LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A GLAZING DETAILS............2
.090'KURARAY TROSIFOL*PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX* PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3
F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL*PVB(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4
OR.090'SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5
G.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/18"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A HORIZ.SECTIONS............5
.090"KURARAY TROSIFOL*PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLE a PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST.......................6
H.13118"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE EXTRUSIONS....................7
OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL* PVB(BY KURARAY AMERICA,INC.) CORNER DETAIL..............7
OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................B-11
I.13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS.AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS
WITH A.090"KURARAY TROSIFOL' PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A
.090"KURARAY TROSIFOL*PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
K.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE Materiel Min.F7 Min.F„
OF 3116"HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOL° PVB(BY KURARAY AMERICA,INC.) Steel Screw 92 ksi 120 ksl
OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco UltreConID 155 ksi 177 ksi
L.13/16'LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS
WITH A.090*KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.)OR.090'•SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi
M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A 6063-TS Aluminum 16 ksi 22 ksi
.090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 36 ksi 58 ksi
Gr.33 Sl.1 Stud 33 ksi 45 ksi
2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION)
3.DESIGN PRESSURES:(SEE TABLES 1-3,SHEET 3)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD.
4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5.SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED
.n romr>Jri�B w11A the Flo"
Buiiaing CWc
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ACCCqumCe No I -D Dz's
L .re Owr ,Z24
7.REFERENCES:TEST REPORTS FTL-4645,FTL4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063.
ANSI/AFBPA NDS FOR WOOD CONSTRUCTION By
Miran Dade VroduM
ALUMINUM DESIGN MANUAL
1111111111
8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. `�` O..•••••••. �(/ '�
`3�1'��•'•L10EN�'•�C(
9.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 7•' 5"05 A_ZONE(HVHZ). _#
10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. 22-
�1„� •• STA OF
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 GENERAL NOTES •'•"ZD"••' '��
("1)460.1600 ,� �'S�s/ONAL
JR OdDN17 O UPQ4Tm IIIJC.HORAOE 7O FBC 1017 CERT.OF AUTH.X28286 ALUM.SINGLE HUNG WINDOW,IMPACT 1/11 r 111 0 0
ar cOPMIGMn1011 j� 0 `� *+ - �► 6w A.LYNN MILLER,P.E.
fK &NAS JJ 2a=7 u wona u 9H700 NT$ 1 d 11 404010 G FL P.E.458705
Part# Description Malrerial
1 1
71 Kommedirlg 4SG TPS Spacer System
72 Quanex Super Spacer nXT with Hot Melt Butyl See this
73 Sheet for
Quanex Duraseal Spacer
Materiels
41
V112- OM. 441/2"NOM. 74 REFER&ICErTdEST R ORBTS'FTTL-8717,8968 8 870
BITE GLASS BITE 37 70
:9
37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 17
3/16"ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER 090 PVB INTERLAYER
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
5/16"NOM. 7/16"LAMINATED
5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85
NOTE:
EXTERIOR INTERIOR LAMI IG OUTBOARD
71-74 71-74 a LITES MAY T
1 1 (ALL SECTIONS) UPGRADED TO 3116'
WITH NO CHANGE IN
P\/B. DESIGN PRESSURE.
KURARAY TROSIFOL
IrGI
OM. 1/2"NOM. PVB INTERLAYER
46 BITE 46 GLASS BITE o or
SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
38 38 70
1/8`ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
118'ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
5/16"LAMINATED 7/16"LAMINATED
AIR SPACE AIR SPACE
1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS
13116"NOM. 13/18"NOM.
13/16"LAM[IG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAM[ 89,90 or 91
ALUMINUM
SILICONE #RA
MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA
STRUCTBUMENE 5118•NOM. ^RODUCT R5VISED
SILI
STRUCTURAL 3/18'NOM. 5118"NOM. SEAL ax complying.nlh:he Florida
1!4'NOM. SILICONE SEAL
POLYISOBUTYLENE BUTYL 8 Bc,Idirg Codo
DESICCANT ROLL-FORMED :�ceeptnncn Nu I .Og
WITH DESICCANT DESICFOAM STAINLESS STEEL x ir"r' Dxe �Q)
r
EXT.GLASS EXT.GLAEXT.GLASS 0r.
EXT.GLASS hiiani adx Pra4xl '
1111111 /
INT.GLASS .GLASS INT.GLASS '
INT.GLASS
77 KODISPACE 72 SUPER73 `
DURASEALO 7a XL EDGET" '*: No.s8705
4SGTPS SPACER®NXT"' SPACER SPACER = 9 '
1070 TECHNOLOGY DRIVE Sr,A OF ) •��- -
N.VENICE.FL34275 GLAZING DETAILS %,c�`S, ••'fir oRlDa.•••N '�
(91)480.1610 FD
r� ''�S7ONAL ENG``•
,7R oava�77 o naC1fUPGE'8ryasBHEET CERT.OF RUTH.B29M ALUM.SINGLE HUNG WINDOW,IMPACT ��1 I i1�1
corrnp"romn ® ' w we Yw1.w Il�w A.LY�N I)iIIL�.�R,P.E.
elrr: °i� - P°TMU3rRK&W: 8X789 FUN 2 + 11 X040-20 G FL P.E.#56705
F.K'. WIM5 J.J. Y1307 rrLRr�TS ReaeRura
Ill FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT "
WIDTH GLASS TYPE 63"' 66" 68"' 70'• 72" 74" 76" MEETINGRAIL
48" A,B,M +80.0 -80.01+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80,0 +80,0 -80.0 +80.0 -80.0 HT.
50•'
A,B,M +80.0! -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0
62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 SASH
531/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.8 +75.4 -75.4 +74.0 -74.0
UPTO531/8" C,D,E,F,G,H,I,J.K,L +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 -B0.0 +80.0 80.0 +g0.0 -80.0 +80.0 -80.0
STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT "O"
WIDTH GLASS TYPE 38 318" 44" 50618.. 63" 72" 74" 76"
48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 XHT. MEETING RAIL
0.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 --
60" A,B.M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 I "X" H
62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.8 SASL
531/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5
UPT0631/8 C,D,E,F,G,H,I,J,K,L +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0
CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. �
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W FIT
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 76"INTEGRAL FIN) "O. MINUS
WIDTH GLASS TYPE 1 171/8" 1 2211/16" 1 283/16" 1 33314" 1 396/16" 4413/16" 1 60 3/8" 65161161, 1 SASH
53 1/8" 1+80.0 1 -80.0 1+80.0 -80.0 1 +80.0 -80.0 1+80.0 -80.0 1 +70.0 -70.0 1 +70.0 -70.0 1 +70.0 -70.0 1+70.0 -70.0 HT.
GLASS TYPES: TEST REPORTS TABLE 4. MEETING RAIL 1H
A.5/16"LAMI-(1/8"A,.090,1/8"A) FTL-4647,4648,4723,4957
B.5116"LAMI- 1/8"A,.090,1/8"HS) FTL4647,4648
C.5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL4847,4648
D.7116"LAM]-(3/16-A,.090,3/16"A) FTL4645,4885
E.7/16"LAMI-(3/16"A,.090,3/16"HS) FTL4645
F.7/16"LAMI- 3116"HS,.090,3116-HS) FTL4645 _
G.13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(118"A,.090,1/8"A) FTL4646,4723 PRODUCT REVISIOD
H.13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI- 1/8"A,.090,1/8"HS FTL4648 wc..NAYU*Whk 6MNkdk
duildog(;ode
I. 13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI- 1/8"HS,.090,1/8"HS FTL•4646n�vpana rN/ 'O6 &DA
J.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) FTL4649,4650 re oeI 'go2)
K.13/18"LAM]IG-118"T,AIR SPACE,7/16"LAMI-(3116"A,.090,3/16"HS) FTL4649,4650,4958 .3r
.At-i ed.PTodua
L.13/18"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16'HS,.090,3/16"HS) FTL4649,4650
M.13/16"LAMI IG-118"A,AIRSPACE,5116"LAMI-(1/8"A,.090,118"A) FTL-5063 `�` Q /I/
` t1 �ICENSF•.(�
NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED. _*.• No.58705 � ,
_
2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. - �•_
3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. 100 C C =
4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY ' 0 11
5.REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 107o."ar. '�T•'• 4 OOF+` •�/��
LIMITATIONS. H vEHicaFOVE
sazTSDESIGN PRESSURES 'FS '•`.PORION••''���:
Iw11r80.1600 - ,�'iS�ONAL
JR 06,01017 0 NOCHANGES THIs9HEET. CERT.OFAUTH.029298 ALUM.SINGLE HUNG WINDOW,IMPACT ,,,���
COP-q T.Xll �' A.LYNN L ILLER,P.E.
01"� °'" °'� P0T DVSTW&f j�Gv. SH?W NT$ 3 • 11 4040-20 G FL P.E.#58705
F.K. 11105 J.J. 2/23'07 �u�cH*s neswv®
53 1/8"MAX.FLANGED WIDTH
52 1/8"MAX.I.F.WIDTH
49 5/8"MAX.FIXEDD -- C
DLO(ALL)
- - - 75"MAX.
75"MAX. 75"MAX.
SEE DLO I.F. A A I.F. I.F.
TABLE D HEIGHT SEE DLO O HEI HT SEE DLO C HEIGHT
I / TABLE O
J1I_ 76"MAX. 76"MAX. Ll
—/ 76"MAX.
FLANGED -- FLANGED -- I FLANGED
HEIGHT HEI HT HEIGHT
SEE DLO 38 AX -
TABLE X �� MAX. SEE DLO / E SEE DLO �j S E
SASH X / TABLE X / NO E4
(MAX.) HEI HT TABLE / NO E 4
48 1/4"MAX.
VENT DLO(ALL) DETAIL B DETAIL C
DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)
1/1
B E
75"MAX. 75"MAX.
I I.F. I.F.
HEI HT E-J HEI HT
SEE DLO SEE DLO
TABLE O �� TABLE O
/ I 76"MAX. 76"MAX.
FLANGED FLANGED
HEIGHT
HEIGHT
-� -
SEE DLO TABLE X %/ I SASH SEE DLO TABLE X % SASH
HEIGHT
HEIGHT PRODUCT REVISED
s comply MIA 1!r F7a.id�
--- -
Building CLI*
B Ac ptm No/ - 630.DB
DETAIL D DETAIL E ""` Z021
VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) By.-Mt— Pr,o 6 7
NOTES:
1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. `:Pa�.•' �IGENSF•.�(��
2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. =* No.58705 '
3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. - D
AOT.••. ATE OF' •'•�(/�:
1070 TECHNOLOGY DRIVE °iw" ���sR�OR10P.• gF��
N.VENICE,FL 34275 ELEVATIONS
(041)480-1600 ,.. 1ENG``�•
p'm o nro[ ANo�s7ws8HFJT CERT.OFAUTH.a2o2ee ALUM.SINGLE HUNG WINDOW,IMPACTcOP-0,9emr .,rare 41storor — A.LYNN MILLER,P.E.
.ro.1� ° NTS 4 + 11 4040-20 G FL P.E.#58705
J.J. ?/2307 Iu�nron7. vtn
{►-2'784"— 1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED
MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
1 INSIDE INSIDE 9,10,11,15,16
31
L -- --------- — ------
MAX. 2.710
FIXED ] g OR 17
LITE
DAYLIGHT 25
OPENING
OUTSIDE
25 f"— —MAX.FIXED LITE DAYLIGHT OPENING
MAX.WIDTH
SECTION A-A 6
OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE
23
�� I, 47 50
MAX. ZJW
HEIGHT 21 2. 46 >
I HIGH
OUTSIDE I SILL z 2.330
LOW
SILL
MAX.
DAYLNT
IGHT 49 HIGH SILL 46 LOW SILL HEAD JAMB OUTSIDE
OPENING — — — _ — — — — — —
28 53
68
I.F.FRAME 2.710'
q
f II
OUTSIDE
FRf>UUC7'R1iV15LL)
6 ns cwnplyina with 1M Florida
Ruiiding Code
53 4cc phaco Nu 1 -0i o.og
2.946" Expl®lion tea- , t
52 2.330" (HIGH SILL) 63
(LOW SILL)
*y- ,
SEE NOTE ABOVE 54 64 re Ray
�
LY
67
3 30 ULTRALIFT 6g
12 ONLY ULTRALIFT =* No.58705
12 ONLY SECTION C-C
SECTION B-B RADIUS TOP
(LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) :A'
'•. s are
107N?VENICELF942 5NE SECTIONS _ ��FS+p.-ftoRIDP..•' ����
(941)4W.io00 Tibc ,'��S�ONAL ENc'•�•
JR OM7bH7 O NOCHANOE3TINSSHEET CERT.OFAUTH.M296 ALUM.SINGLE HUNG WINDOW,IMPACT ll I+++``
cowaa:atnwn a.�. ""' ®"'�' °""gyp"^ a.. A.LYNN MILLER,P.E.
Br ar: fJNdsO oNN PGtINDU5iaF8Na. ® SH7Q0 H.I/ 5 N 11 4040-20 G FL P.E.#58705
FJC 911415 J.J. 2&"7 ♦u aiOanaPs�avPn
ITBA DwG# DESCRIPTION PGT# nBN OwG# DESCRPTION P TX
1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K
2 1155 #8 X 1.000 QUAD PN.SMS 781 PQA 81 ISCREEN CLOTH 61616
3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 8533402
5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1826 64 1181 #8 X 1.000 PH.BUGLE TEK 706X1
6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LAVH828V7510
7 4025 SASH STOP612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 84051
8 4025 SASH STOP(EGRESS)1.125 LONG 61224469 4050A FLANGE FRAME SILL(HIGH SILL) 84050
9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16" 70 SILICONE,DOW 791,899.995 OR GE 7700
10 1080 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAMI,(1/8"&.090 PVB,1/8"A)
11 08 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5/16"LAMI,(1/8"A.090 PVB,l/8"HS)
12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAM,(1/8"HS,.090 P\/B,1/8-HS)
13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAM,(3/18"A.090 PVB,3/16"A)
15 1#8 X 1 PHILLIPS FLATHEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAM,(3/16"A.090 PVB,3/16"HS)
16 1080-1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16"LAMI, 3/16"HS,.090 PV9,3/16"HS)
17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAM IG;1/8'7,AIR SPACE,5/16"LAM,(1/8"A.090 PV8,1/8"A)
18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAM IG;1/8'7,AIR SPACE,5/16"LAMI,(1/8"A.090 PVI3,1/8"HS)
19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAM IG;1/8"T,AIR SPACE,5/16"LAM,(1/8"HS..090 PVB,1/8"HS)
21 4054C FD(ED MEETING RAIL 84054C 89 J.GLASS,13/16"LAM IG;1/8"T,AIR SPACE,7/16"LAM, 3/16"A.09D PVB,3/16"A)
23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAM IG;1/8'7,AIR SPACE,7/16"LAMI,(3/18"A.090 PV8,3/16"HS
25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAM,(3/16"HS-090 PV3,3/16"HS)
26 1096 SWEEP LATCH 71098 92 M.GLASS,13/16"LAM IG;1/8"A AIR SPACE,5/16"LAN,(1/8"A.090 PVB,1/8"A)
27 1018 #8 X.625 PH.FL.SMS 7858 2.878
28 4007 SASH BOTTOM RAIL(LOW SILL) 612230
30 1226 WSTP.,BULB VINYL 6TP249 2'784
31 4008 SASH SIDE RAIL 612231
34 1268 SASH FACE GUIDE 42501 LTJ.062351622 LAM SETTING BLOCK 3/32"X25/64"X 1" 71622K 1.13036 1052 LAM IG SETTING BLOCK 1"X3/4"X 1/16" 71052K55
37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W K 16
38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K
41 40398 GLAZING BEAD,5/16 LAM GLASS. 640396 47 FRAME, I.F.HEAD
42 40448 GLAZING BEAD,5/16 LAM W/GRILL KIT 644703 #4071 A,6063-T6
44 4222A GLAZING BEAD,7/16"LAM 64222 48 FRAME,I.F.LOW SILL
45 985C GLAZING BEAD,7/16"LAM W/GRILL KIT 6985
46 4067 GLAZING BEAD,13/16"LAMI I.G. 64067 #4072A,6063-T6
47 4071A FRAME,I.F.HEAD64071 2.908
48 4072A FRAME,I.F.LOW SILL 84072 2.374
49 4073A FRAME,I.F.HIGH SILL 64073
iNiaomop RFVh FZ
the
50 40748 FRAME,I.F.JAMB 84074 LY ClIp1)IIy1Rl(wiUl the FtOrido
52 4009 SILL LATCH(EGRESS) (LOW SILL) 764009 .062 NOM Nawlmrs Code
53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNES14.,171
54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2.11 A�21
56 1014 SCREEN FRAME(HOR.&VER.) 61014 nBlm OedePoducl
56 1830 SCREEN CORNER KEY WRINGS71830 .062 NOM
57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 THICKNESS
58 1073 SCREEN SPRING 7CAgp "'/l
58
58 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 5D FRAME,I.F.JAMB
49 FRAME,I.F.HIGH SILL #40748,6083-T6 * No.58705 _=
#4073A,6063-T6 (USED AS RADIUS TOP HEAD) - *_
1070 TECHNOLOGY DRIVE
N.VENICE,FL 31176 PARTS LIST
(941)/t0-1600 rr :�t�s'••;�i oRiOA•.•.•'`�1�:
ra 04476H7 o NO CINNClEE37Hf981 E7 CERT.OFAU7H.M1BIYE ALUM.SINGLE HUNG WINDOW IMPACT �'�.s'ONAL ENG``
nunannnlaaW�au r - 11A.CLEZP.E.ftG a9Nb JJM1&07 mp . rS G8HAa N 6 FL P.E.#S
I.F.FRAME SEALANT ALONG ENTIRE JOINT
1 or 47 2
--{ �BI.F.FRAME
I I
I---2.764 .062 I II II
2.830 2.330
1.363
I .062 6 or 50
O FLANGE FRAME HEAD �1 I
--
#4002A,8063-T6 F---2.784- -
FLANGE FRAME SILL (LOW) IBOSS
ELD
(2}
1.749 3 #4003C,6063-T6 I 6 Or 50 LONG
CREW
SEALANT OR GASKET
AT HEAD AND SILL
2.710 �1513--i .738
1 .
- .490 .040
.062 � IEW D-D VIEW E-E
1.451-{
�(�111�&VIEWIEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH STOP SASH STOP COVER _ _FRAME CORNER CONSTRUCTION
O FLANGE FRAME JAMB O #4025,6063-T5 17 #4053,6063-T5 .050 1
#4004,6063-T5
(USED AS RADIUS TOP HEAD) -� 1 165 �•�-
1 .678
1.342 4.--2.279-+{ 2.328� .062 -T9 1.096-{-�--"I
41 GLAZING BEAD,5/16"
#403913,6063-T5
�471.979
.062 .155 1.707os2 31 SASH SIDE RAIL
.062 #4008.6063-TS
FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) 878
21 #4054A,6063HD-T6® #4006C,6063HS-T6 #4007,6063-T5 050 .050
I /fir� 1.096-{��-I�
it t IP 6784z GLAZING BEAD,5/16"
45 LLLLL--»> #40448,6063-T5pRODUCT REVISED
2.326 T (USED WI GRILL
KIT)1.096+--�-I I H com«o�plying Frith she PWriJn
nO
.062 redo l -Ob80.0$GLAZING BEAD 7/16" ISa imfioeDalo 70x1
2.946 #4222,6063-T5
3.448
2.838 .683 .050 H3 t
.082 � r-I 1�--`1 1.097
.050 678
676 O GLAZING BEAD, 13/16"IG
2.784 FLANGE
1.115-y�----�� 46 #4067.806375 ..•' �ICENS� •.����
O 69 FLANGE FRAME SILL(HIGH) 6g SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" _* No.58705#4051 A.6063-T5 #985C,808375 _
#4050A,6063-T6 (USED Wl GRILL KIT)
1070 TECHNOLOGY DRNE I ••���
N.VENICE.FL 34278 EXTRUSIONS&FRAME CORNER DETAIL �'�`�.'•.,Ft_aR10L
P,.'•�?�;�
RFebr CERT.OFAGTH OnW ALUM .SINGLE HUNG WINDOW IMPACT /� .,
A
;S'+/ NAENG•
JR 0847SH7 G NO CHANGES TWSSHEET, wFr�,wrtemn ecrs`.r r r d+ow �. A.L4NP.I IF.�.E.
cr.+" a.r: .dee ar Fo7rous*REs.Nc. 8H700 Half 47 • 11 4040.20 G FL P.E.#58705
F.K. b1110 J.J. 2 W7 1 -SRES�
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE S. ANCHORAGE NOTES:
WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12
SCREWS INTO METAL
28.603 34.603 40.603 46.603 52603 58.603 64.603 2-76.000
SUBSTRATE: 1!4"ELCO SS4 CRETE-FLEX
ANCHOR TYPE: p U U p U U p U U p U U p U U p U U p U U p U U 3-#12 SCREWS
mo Z ZMONZ Zc)ONZ ZMONZ Z<?ONZ ZmQNZ Z nUNZ Zc)UNZ Z
WINDOW GLASS n O O'4 O O�i O O�I O O N O O N O O 0 0�7 O O 2.ANCHOR LOCATIONS ARE BASED ON THE
WIDTH TYPE U U U U U U U U U U U U U U - U U FOLLOWING DIMENSIONS.
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 HEAD-18 1/2"MAX.FROM TOP CORNERS
,..,_ _ __. JAMBS-17 1/2"MAX.FROM TOP CORNERS
H,I,J,K,L 1 2 1 1 1 1 1 2 1.111121212' 1'2121212121212 2 2 2 2 2 2 2 2 2.2 2'2 2 2 2 2 2 212,2 2 3 2 2 3 3 15"MAX.FROM BOTTOM CORNERS
19.1251 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL
ABM _.._ _ ._ ..__ _ SILL-ANCHORS NOT REQUIRED
1 2 1 1 1 1 1:2 1 111121212 12 21-21 2 2 2 2 2'2 2 2 2 2 2 2 2.2 2 2 22 2 2 2 2 2,2 2,3 2 2 3 3
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.INSTALL PER THE ADJACENT TABLE ANCHOR
._ ..__._._ , _.._... _ .. .. QUANTITIES USING THE DIMENSIONAL CRITERIA OF
H,I,J,K,L 1 2 1 11112 1''.2 112111121212 112 22 212 2 2 212 2 2 2 2 2'2 2 3 2;2 2 2 2 3 2'2 2.3 3 3 2:2 3'3 NOTE 2.
24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AB,M 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
1 2 1 1 1;2 1,2 1 211121212 1 1 1 2 21:2 2'2 12 2 2,2 2 2:121212 2 j 3 2'2 2':2 2'3 2..2,2 3.3 3,2.2 3'3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 ARE 1"LESS.
H,I,J,K,L 1 2 1 j 2 212 2 3 1 2 2:2 213 1 2 213 2;3 2'2 2;3 213 2;2 2'3 3.3 2',2 3 3 3'4 3,2 3 3 3 4 3 3 4'.4 5.DESIGN PRESSURE LIMITATIONS:
32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A
AB,M - _ - BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
1.2 1.212:2 2 3 1.2 2,212'311:2 2 3.23 2,2 2.3 2 3 2:2 2,3 3'3 2 2 3'':3 3 4 3 2 3 3 314 3 3 4.4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE
.._ ---: - . I_ -- -- MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
H,I,J,K,L 2 2 1 2 212 2!3 1 2 2 3 2 3 2;2 2:3 2,3 212 213.2 3 2'3 2.3 3!4 2'3 3',3 3,4 3 3 3 4 3 5 3:3 4,4 SIZE AND GLASS TYPE IS AVAILABLE.
37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2
8. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE
qe,M 2.2 1 2 2 2 2'3 1 2 2 3 2 3 2:2.2 3 213 2'212:3 2.32 3 2:3-3141213.3.3 3,4 3 3 3 4 3;5 3 3 4 4 REQUIREMENTS.
PSF 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 J2.,33
2 2 2 2 2 2
40.000 H,I,J,K,L 2 2 1'2 2 2 2 3 2 2 2.,3 23 2,2 2'3 2;3 213 2;3 2:4 21313 3 3,4 3'5 3 3 3 4 4;5 3;3 4 4
qeM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
2 2 1 2 2 2 2 3 2 2 2 3 2'3 2�22 323 2 3 2 3 2.4 2 33 3 3 4 3 5 3 3.3 4 4 5 3,3 4 4 TABLE KEY:
PSF 79 MAX.PSF
C,D.E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED) 118
44.000 H,I,J,K,L 2 2 2';2 2I2 2 3 2.2 2:3 2 3 2.2 3,3 2'4 2 3 3'3 3 4 2.3 3 3 314 2'3 3:4 3 5 3 3 3 4 4 5 3 4 4 5 HEAD 2
2 2 2 2 2 2 z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABOVE 2 3
A,B,M 2 2 2 2,212 2;3 2.2.2 3 2,312.213;3 2;4 2!3 3,3 3 4 2131313 3 4 2r3 3:4 3 5 3.3 3 4 4,5 3.4 4;51 MTG.RAIL
Rowjcr xsvlsry
PSF 79 79 JAMB BELOW ii.ld ;�wltIth.Pte1l.
maa ea co14 060 8
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 MTG.RAIL 4c¢cPtenuNo 0.0
"i
_ _2F2
.._ .. _. _. tCc irntMHr Dre ��1DT I
48.000 H,I,J,K,L 2 2 2'2 2 2 2 3 2 2 2'3 3:4 2 3 3'3 3 4 2 3 314 3 4 2!3 3'4 3 5 3'3 3 4 3'5 3 3 4;5 4'6 3 4 5 5
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) "3i
AB,M _ HEAD rti.an DadePruduu
2 2 2 2 2 2 2i3 2 2 2 3 3-4 2'3 3 3 3'�4 2'3 3 4 3 4 2'3 3I4 3 5 313 3 4 3 5 3!3 4 5 4 6 3'4 5!5 JAMB ABOVE 2i%
PSF 72 79 79 MTG.RAIL Y LYM
SON.......N
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JANE BELOW �1�.•' �IGENgF
53.125 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2,3 3 4 2 3 3;4 3 4 2:3 3 4 3 4 3.3 3 4h 5 3 3 4,4 4.6 3 4 4 5 4;6 3 4 5.6 MTG.RAIL
2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 SEE TABLE 1 FOR _*; No.58705
A,B,M 2 2 2 2 2 2 2—312 2 2 3 3'4 2 313 -4 3 4 2 3 3 4 3 4.3.3 3.4 3 5 3 3 4 4 4'5 3 314 5 4 6 3'4 4:5 FULL DP
1010 TECHNOLOGY DRIVE ei1'p" O STATE
N.;E;r 76 ANCHORAGE SPACING, 1/1 WINDOWS %'��,'•..p�oRlpa ,G\�;
X17 0 cruNCE3 itu3 suer CERT.of nuTH.eaame ALUM.SINGLE HUNG WINDOW,IMPACT)480-1600
X1"410 IE 1
cOrvF AUTH.'O e,s r,s� ar •.c n." A.LYNN�l74 ftoi.
a�e� J./ 7 � SH700 NTS 8 • 11 4040.20 G FL P.E.#58705
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES
1.ANCHOR TYPES: 1-1/4'ELCO ULTRACONS OR#12
WINDOW HEIGHT SCREWS INTO METAL
SUBSTRATE: 29.655 37.155 44.655 1 52.155 1 59.655 1 67.155 74.655 1 76.000 2-1/4"ELCO SS4 CRETE-FLEX
3-#12 SCREWS
ANCHOR TYPU ❑ U U
OZ z �0 z z z
c'jO � O OO OTONNO O 2.ANCHOR LOCATIONS ARE BASED
cq
ON THEO zZn t>
WINDOW GLASS QN O N( O cli 0^OO
U U U U U U FOLLOWING DIMENSIONS:
WIDTH TYPE N
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1k2!
HEAD-18 1/2"MAX.FROM TOP CORNERS
C,D,E,F,G, . _.. ._.. JAMBS-17 1/2"MAX.FROM TOP CORNERS
H,I,J,K,L 1 11111 2.2212 2 2 2 2 1 2 2 2 2 2'2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 32 2';2 3;2 15"MAX.FROM BOTTOM CORNERS
19.125 6"MAX.BELOW MTG.RAIL
A,B,M 1111 1 1. 1 1 1 1 1 1 1 1 1 1 1__ r �* - SILL-ANCHORS NOT REQUIRED
1 11111 22 21212 22 2'1 2 2 2'2 2i2 2:22222 22 222'22'2 3,2 22 3'2PSF 79 3.INSTALL PER THE ADJACENT TABLE ANCHOR
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
_ NOTE 2.
24.000 H,I,J,K,L 1 1 1'1 1 1 2:2 1 1 2 2 2'2 2 2 2 2 2.2 212 2 2 2 2 2.2 312 31212:2 3 2 3 2 2,2 3 2 3 2 2 2 3;2
7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
A,B,M 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
1
1 1 1 2'2 1!1 2'2 2 2 2'2 22 2 2 212 2'2 2 2 2'2 3 2 3 2 2 2 3 2 3:2 2 2 3 2 3:2 2 2 3:2 ARE1"LESS.
PSF 68 77
C,D,E,F,G, 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 5. DESIGN PRESSURE LIMITATIONS:
.... .. - SIZE BLOCKS OF THE ADJACENT TABLE WITH A
32.000 H,I,J,K,L _iTTI 1 1 1 1 2:2 2,2 2 2 2 3 21f2121213,312;2 3 3 3 3 3 2 3 3 3!3 2 2 3 3 4 3 3 2 4 3 4:3 3;2 4 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
1 1 1 1 1 1 2'2 2:2 2 2 2 3 2;2 2 2 3 3 2 2 3:3 3.3 3 1 2 3 3 3 3 2 2 3',3 4 3 3I 2 4 3 4 3 3 2 4!3 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
PSF 59 67 79 SIZE AND GLASS TYPE IS AVAILABLE.
C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE
_ _ _ __ _.
37.000 H,I,J,K,L 1 1 1 1 1 1^7 2 2 2:212 22 3 2.2 2:3 3 3 2''2 3;3 3'3 3 3 4'3 3 3 3 2 3 3 4 3 3 2 4 314 4 3.2 4 3 REQUIREMENTS.
ABM -1-11
1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 2 2 1 2 2 1 2
111 1.1-1-1-1 2 2 2 2 212 213 2'2 2 3 3 32 2 3;3 3,3 313 4 3 3 3131213!3 4 3 3 2 4 3 414 3;2 4:3
PSF 54 79 62 79
C,D,E,F,G. 2 2 2 2 2 2 2 ±F;23�3
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2'2 2 3 3 3 2 233 4 33 34 3 3 3 3'3 4'3 4 4 3 3 4'3 4 4 3 3 5 340.000TABLE KEY:
1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
1 1 1;1 1 1 2 2 2 22 2 2 3 3 3 2'2 3.314'3 3'3 4 3 3 313 314 3 4 4 3 3 4'3 4 413 3 5'3 MAX.PSF
PSF 49 79 56 79 79 (DP LIWED) 117
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3
_ 44.000
H,I,J,K,L 1 1 Fl-71 1 1 2 2 22 2 2 3 3 22 3313:412i31313 4'.4 3'3 4.3 4.4 3:3 43 4 1 4 3 3 4'3 4!4 3'315 4JAMB ABOVE 3 3
P�_
2 2 2 2 2 2 2 2 2 1.2 2 2 2 2 2 2 2 2 2 2 2 2 2 MfG.RAIL I•I2UL)UCI"REVISE
A,B.M 1 1 1 1 _2L2 2 2 2 2 3 3 2'2 3 3 3 4 2'3 3 3 4 4 3 3 4 3 4 4 3 3 4'3 4'4 3 3 4 3 4 4 3 3 5'4 JAMB BELOW „cemplyi,g wkh d.Fbwib
Ha,idrog Code
PSF74 51 74 79 78 MIG.RAIL Accepts ee1Vo 1 O.Og
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 E mt' Drte 2oZi
48.000 H,I,J,K,L1 1 TF1 —272.2 2 2 2 3 3 2 2 3 3 3 4 3'3 3,3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4.3 5 4 4 4 4:3 5 4 FULL DP a;
A,B,M
2 2 2 2 2 2 2 2 2 212 3 2 2 2 2 2 3 2 2 3 2 2 HEAD 2 M'a"' 'ae pmducr C
1 1 1'1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3.4 3:3 3 3 4'4 3 3 4 4 4 4 3 3 4 4 4 4 4'3 5,4 4
T — 4 4 3 5 4 JAMB ABOVE 2 2
PSF 41 67 48 67 76 79 MTG.RAIL .�aOpY LYN
C,D.E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB BELOW �••' �IGENSF MQ�
53.125 H,I.J,K,L 1 1 1 1 1 1 1 2,2 2'2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3'3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5.5 4 3 5 4 MfG.�� No.58705
2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 SEE TABLE 2 FOR
A,B,M 11
- FULL DP -
1 1 1l1 1 1 2 2 2.2 2 2 313 3 3 3 3 4 4 3 3 4:4 4 4 3 3 4 4 4 4 3'3 4 4 5 4 4 3 5 4 5 4 4 3 5 4 - o
1070 TECHNOLOGY DRIVE �Ot"'N` O �S�5
N.VENICE.FL 34275 ANCHORAGE SPACING,STANDARD VIEW :'��CS'
(9411480-1800 rw ......
oanan7 a wocruNaesTHrssrr CERT.OFAUTH.92929g ALUM.SINGLE HUNG WINDOW,IMPACT S/ONA ENG`
canrflnNremn ��� e.N: 4a�` ." - fl^' A.LVN I LEY2,P.E.
ori ocr wnus flea,wc. ® Sif700 NTS 9 r 11 4040 20 58705
F.K. 7/29W J.J. Z/2:W7 A_flgNTS NFaaRVED
ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE7.1 ANCHORAGE NOTES:
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8, 1. ANCHOR TYPES: 1-1/4'ELCO ULTRACONS OR#12
SUBSTRATE: 17.125 1 22.868 28.211 33.754 39.296 44.839 50.382 55.925 SCREWS INTO METAL
ANCHOR TYPE: OO U U OUUO g U 2-1/4"ELCO SS
4 CRETE-FLEX
OO O
ol
WINDOW GQ Z ZO Z Zcli O °OANCHOR 3-#12 SCREWS
pO U UN NUp UUUNUU ' U2. LOCATIONS ARE BASED ON THE FOLLOWINGWIDTH TYPE U U U DIMENSIONS:
NU
19.125 D,E.F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD-181/7'MAX.FROM CORNERS
. K.L 1 1 1 2 2 2 2 2 2 2 2 2 12 2 2 3 2 13 3 2 3 3 3 3 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS
D,E F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1/2"MAX.ABOVE THE MEETING RAIL
24.000 - 6"MAX.BELOW MTG.RAIL
K•L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 23 3 3 3 3 3 4 15"MAX.FROM BOTTOM CORNERS
32.000 D,E,F,J. 1 11 1 1 1 3 4 3 5 3 2 1 1 2 1 1 1 i 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED
K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 4 4 5 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
PSFlg VIEW WINDOWS FROM TABLES 7.AND 8.USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR
37.000 D,E.F,J. 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW.
K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
PSF 79 79 79 79 WINDOWS ARE 12 5/8"MIN.TO 38"MAX.
40.000 D,E,F,J, 2 2 2 2 2 2 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 1"LESS.
PSF 79 78 79 77 79 79 79 6.DESIGN PRESSURE LIMITATIONS:
44.000 D,E.F,J. 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
-- - -. - _ ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM
K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5" 4 6 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
PSF 78 79 70 79 79 71 79 73 76 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN
48.000 D,E.F,J, 2 2_ 2 2_ TYPE IS AVAILABLE.
2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
---
K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 7. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS.
PSF 71 79 63 71 79 84 74 W 77 69 1 89 TABLE 7.KEY:
53.125 D.E,F,J, 2 2 2 2 2 2 _3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3
K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 Mk)(.PSF SEE TABLE 3 FOR
(DP LIWED) 112 FULL DP
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2
TABLE 8. JAMB ABOVE 2
SASH HEIGHT MTG.RAIL
SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106
ANCHOR TYPE.I �7 U C7 U �0L,7 (FULL_)
WINDOW NZ � Za> ONZ � 2o70NZ � Z � ON � Z � ON � ' Zc10NZ � � o?� NZ � Zc70N0 � � HEAD 2
O N Q O N Q tV O N O N pp p fV O O ry SQ
WIDTH U v U v v c� v c� U 3 $ 8 U IAMB ABOVE 4
19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL
24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 37-2 2 3 2 2
32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 TABLE 8.KEY: FRODUCT2eVISED
37.000 79 ---0Y-9-.W tlr Florid.
MAX.PSF D n1dma Coo.
2 1 2 2 2 2 3 2 3 3 2 1 3 3 3 3 3 3 3 4 3 3 4 1 3 4 '""P'"100 N°I 3lD2g
74 (DP L9 TED) 112 Fcp Dare I
40.000JAMB BELOW 2 Br
2 2-T-2 2 2 2 3 2 3 3 2--T-3 -3 3 3 4 3 3 4 3 4 4-F-3 4 Ml D.& CA
44.000 78 MTG.RAIL
2 2 2 2 2 2 3 2 3 3 3 3 4 T 3 3
(FULL DP)
e3 72 7a sF
48.000 JAMB BELOW 2
2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 MTG.RAIL NO 58705
73 58 88 72
53.125 SEE TABLE 3 FOR
Y 2 2 2 2 2 3 3 3 4 3 1 4 4 1 3 1 4 1 5 1 3 1 4 5 3 5 5 3 5 FULL DP -
1070 TECHNOLOGY DRIVE pow'• ATE •,���
N.VENICE.41 FL 34 75 ANCHORAGE SPACING CUSTOM VIEW ;c<`S""t ORIOP..••G�?�;:
JR oe Oan7 0 ' nro CH4 ICES THIS SHF�T CERT OF RUTH./acsee ALUM.SINGLE HUNG WINDOW,IMPACT ��",,ONAL1 ElN
a..i D.re yi C(IprgIG111oe1r a.r�rrc oar i a..rw. - A.LYNN Wiltk t,P.E.
RraW io 3N700 NTS 10 11 404020 G FL P.E.#58705
7.K7' 7lTM J.J. ?/23'97 r
NOTES:
1-3/4"MIN.EDGE C]EXTERIOR INTERIOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
(ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS (SEE NOTE 2&3)
WOOD ANCHOR APPROVED 1/4"ELCO ULTRACONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
2-1/2"MIN.EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4"FOR ULTRACONS INTO CONC.,2-12"E.D.FOR
(CRETEFLEX ANCHOR) (SEE NOTE 1&3) 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC.
(SEE NOTE 3) 1"MIN.EDGE 2,FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5),
3.35 KSI MIN. 1 1/4"SS4 CRETE-FLEX FOR DETAILS B&D OR 0.131"0 x 2-1/2'COMMON NAILS(F1667 NL CM
CONCRETE S-07 Z(8d))8d PENNY SS ZINC COATED COMMON NAILS,TYPE I,STYLE 10—FIN MOUNTED
1 3/4"MIN. ONLY(SEE DETAILS E,F AND G THIS SHEET)
3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
OPTIONAL 1x o 13/8 TOTAL THICKNESS IS LESS THAN 1 12'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOOD BUCK MIN. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3) —�- 1 12"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
1/4" 1/4., ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
MAX MAX 4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM SHIM 6063-T5 AND A MINIMUM OF 1/8"THICK.FOR ATTACHMENT TO STEEL OR STEEL STUDS,
DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045"
THICK.THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
1-1/4"MIN.EDGE(CMU) 1-314"MIN.EDGE(ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL
2-12"MIN.EDGE(ULTJCRETEFLEX INTO CMU&CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN
1-314"MIN.EDGE(GOilx
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
1/4"MAX.SHIM-�-{ 1 316" 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
MIN. 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS.
1/4"MAX.SHIM V44�«--- 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO
D CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CONCRETE ANCHOR, 'J 1"MIN.EDGE FLORIDA BUILDING CODE.
FH BELOW MEETING
RAIL.(SEE NOTE 2) WOOD ANCHOR,
FH BELOW MEETING
3.35 KSI MIN.CONCRETE �71RAIL.(SEE NOTE 2)
OR 1.5 KSI MIN.CMU 4
INTERIOR
(ALL JAMB DETAILS)
BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR
CMU SUBSTRATE(SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4" 516"MIN.EDGE
2-12"EMBEDMENT MAX..
SHIM1/4"
WOOD FRAME MAX.
UI WOOD FRAME SHIM
l I p
.131"DIA.MIN. 5/B"MIN.EDGE PRODUCT rRVISEV
x 2 12'NAIL, l / 11.1ding Code
2-12"EM EDMENT AT CORNERS I( Ac pmooNoI -O O,O$
.131"DIA.MIN. 1 ' Bq%mtion Date ( ?pl I
x 2 12"NAIL, EE AND 5"O.C.
' 1 WOOD FRAME g
R
AND S'OC 5/8'MIN.EDGE II I Yliani odoProductco"
.131"DIA.MIN.
1/4" x212"NAIL, I �����ONY••.NN
MAX. AT CORNERS ��•.•' 1,10EN,q'M��
SHIM AND 5'O.C. 2-12"EMBEDMENT P;' F ';��%
DETAIL F, (HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) =Tt NG.58705
TYPICAL INTEGRAL FIN ANCHORAGE —
1070 TECHNOLOGY DRNE e"'M"" %0.�R''. ZA ;�--7,
N.VENICE.FL 34276 ANCHORAGE DETAILS ';e�`S;'••:�cofet0�..-•'•?��
JR ObD&17 G REVISED Tb MATYXI NEW 2017 FBCANCHORAOE. ,I
CERT.OF CERT. 029= ALUM.SINGLE HUNG WINDOW,IMPACT '%r��NAL EG`��
carmcnrewn weave+. r.w ee.c A.LYN�MItLER,NP.E.
A o r POT 110ns1Re3 MG $HMO NTS 11 + 11
RU40{010 G FL P.E.#58705
FJC W1i0S J.J. ?23A77 RommuRveo
RECEIVED
FEB 0 5 2018
ST. Lude county, Permitting
M®'�E MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economv
PGT Industries,Inc. "'"`
1070 Technology Drive , , 4
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section (In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION: Series"HIR-710"Aluminum Horizontal Rolling Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through 11 of 11,dated 02/28/06,with revision H dated 03/24/17, prepared by manufacturer,signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No. 17-0411.06
MIAMFDADE COUNTYM Expiration Date: December 21,2021
Approval Date: August 31,2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 07-0815.09 and 06-0405.06)
2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window,Impact", sheets 1
through 11 of 11, dated 02/28/06,with revision H dated 03/24/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3)Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalrnis Ortega, P.E.
(Submitted under previous NOA No. 16-0714.13)
2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test
Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E.
(Submitted under NOA No. 07-0815.09)
3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
..4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test
Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.06-0405.06)
orge M.Plasencia,P.E.
Pro"`t Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21,2021
Approval Date: August 31,2017
E - 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONT1NUEn)
4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of an XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 06-0405.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-51h
Edition (2014) and FBC-61h Edition (2017), dated 03/31/17 and revised on 07/28/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. No. 16-1117.01 issued to Kuraray America,Inc. for their"Trosifol®Ultraclear,
Clear, and Color PVB Glass Interlayers"dated 01/19/17,expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC-
611 Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A.
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer,
signed and sealed by A. Lynn Miller,P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, F.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda,P.E.
(Submitted under previous NOA No. 16-0714.13)
rge M.Plasencia,P.E.
Pro ct Control Unit Supervisor
NOA No.17-0411.06
Expiration Date: December 21,2021
Approval Date: August 31,2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09)
6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued
by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.13,issued to PGT Industries for their Series
"HR-710"'Aluminon Horizontal Rolling Window—L.M.I.,approved on 09/01/16 and
expiring on 12/21/21.
orge M.Plasencia,P.E.
P76uet Control Unit Supervisor
76
NOA No. 17-0411.06
Expiration Date: December 21,2021
Approval Date: August 31,2017
E-3
GENERAL NOTES:SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW MPACT RAT NG I DESIGN PRESSURE RATING
1 GLAZING OPTIONS:(SEE DETAILS ON SHEET 2). TARGE a SMALL MISSILE VARIES PER OPnONS,
A.5116'LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"PVB INTERLAYER. IMPACT RESISTANT SEE SHEET B
B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER.
C.5/16"LAMt CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER.
D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090-PVB INTERLAYER,
E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER.
F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.09p"PVB INTERLAYER.
G.13/16"LAMI IG (1)LITE OF 118"OR 3/16"ANNEALED(MIN)GLASS,5116"OR 318"AIR SPACE AND 5116"LAMI PRODUCT REVISED
as complying with the Florida
CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090"PVB INTERLAYER. Building Code
H.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAM]CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE NOA-No. 17-0411.06
OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. Expiration Date 12/21/2021
L 13/16"LAW IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 318"AIR SPACE AND 5116"LAMI By
CONSISTING OF(2)LITES OF 1/6"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. MiamLD a roduct con rol
J.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 114"AIR SPACE AND 7/16'LAMI
CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"PVB INTERLAYER.
K.13/16"LAMI IG;(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 716"LAMI 3124/17:NEW LAYOUT,SHEET
CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A,090"PVB INTERLAYER. REORGANIZATION,UPDATED
L.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI ANCHOR QUANTITY PER FBC
CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. lj�2017,CHANGED ANCHOR TYPES
2.CONFIGURATIONS:OX XO,XOX =
3.DESIGN PRESSURES:(SEE TABLES,SHEET 8) to
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. M �:
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. ❑ o o 0
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASDO o
4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. O Cl) v) N
5.SHUTTERS ARE NOT REQUIRED. O p o a N Z
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, Z LL w ` -W,
7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. U V b a U 2e
ELCO ULTRACON NOA'S Z a ° a
ANSI/AFBPA NDS FOR WOOD CONSTRUCTION 9 M
ALUMINUM DESIGN MANUAL o
B.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Z P' w
LL
9 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. O 0
TABLE 1 11�
1)WHERE SUBSTRATE rows
Min.
Anchor Frame Min.Edge Min.D.C. CONDITIONS REQUIRE ® & F- Cn
Anchor Type Substrate Embedmentor ANCHORAGE FROM MORE Z LU �
Group Member Distance Distance Metal Thickness 0 I— z
THAN ONE OF THE ANCHOR sc nl O
#12,Steel SMS(Gr.5). Southern Pine(SG=0.55) 9H6" 716" 1 GROUPS ABOVE,CHOOSE THE
A (min of 3 threads beyond All 6063-75 Aluminum 3/8" 91161' 1/8" ANCHOR GROUP OF THE o ¢¢J F o
metal substrate) A38 Steel or Gr.33 Steel Stud 3/8" 9/18" 0.045' 18 Ga) LOWEST LETTER FOR ALL W
Jamb Hollow Block(ASTM C90) 13/4" 6" 1-1/4" SUBSEQUENT TABLES IN THIS C W =
B 1/4'Elco UltreCon(& All Concrete min.2.85 k8l 1" 4" 13/4" APPROVAL. NOA DRAWING MAP ¢ ❑
All Southern Pine(SG-0.55) 1" 1" 1-318" •p+ "'e "�
2)FLATHEAD ANCHORS MUST SHEET
114'410 SS Elco CreteFlex® All Southern Pine(SG=0.55) 1" 1" 1-318" BE#12 TRIMFIT HEAD.
C 1/4"410 SS Elco CreteFlex® Jamb Hollow Block,(ASTM C80) 2-1/2" 6" 1-114" GLAZI�LNG DE NOTES
8...........2 ��pNY LYNN�i
All Concrete(min.3.35 ksi) 2-1/2' 4" 1314" ELEVATIONS.....................3
TABLE 2: VERT SECTIONS............. 4Ho.58705
----
Material Mln.Fr Mln.F„ CODES STANDARDS USED: HORIZ.SECTIONS............4 =*' 1
Steel Screw 92 ksi 120 WI •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION CORNER DETAIL..............4 -d o
Elco UltreCon 0 155 ksi 177 ksi •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PARTS LIST.......................5 0 }•:•(V`ATE _
410 SS Elco CreteFlex V 127.4 ksl 189.7 ksi •ASTM E1300-09 EXTRUSIONS.................._6 I o� A 2�.,
••.
•ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION.... '1 ortiC••'
6083-T5 Aluminum 18 kaI 22 ksi RES"... 7 i tT •••-••'
6083-TB Aluminum 25 ksi 30 ksi •ALUMINUM DESIGN MANUAL,ADM-2015 ��
.ALUMINUM
$1oo-1z DESIGN PRESSURES.......8 r 7j Q/ygL Et��t
A38 steel 36 ksl 58 ksi -A SC 360-10 ANCHOR QUANTITY..._....9-11 1111111111
Gr 33 Steel Stud 33 kel 45 ksi A LYNN MILLER,P F
P.E.4 58705
21 50 21 50
SILICONE HOT-MELT BUM
1/2"NOM. 1/2"NOM. STRUCTURAL
53 GLASS BITE 55 GLASS BITE STRUCTURAL SILICONE
POLYISOBUTYLENE 1/4"NOM. FOAM- 3/10'NOM.
WITH DESICCANT WITH
DESICCANT
51 60,61,82 51 63,84,85 EXT.GLASS EXT.GLASS PROas DUCT
complyingwith tnEFloriaa
B
uilding code
116'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS NOA-No. 17-0411.06
.090'PVB INTERLAYER ,090'PVR NITERLAYER
116'ANNEALED OR HEAT STRENGTHENED GLASS 3M"ANNEALED OR HEAT STRENGTHENED GLASS Expiration Date 12/21/2021
5/16'NOM. 7116'LAMINATED
LAMINATED GLASS 7118"LAMINATED GLASS
INT.GLASS INT.GLASS ey
Mia D Product antro)
KODISPACE SUPER
EXTERIOR INTERIOR 4SG TPS SPACERQ9NXT7m 3/24117:NEW SHEET
(ALL SECTIONS) III I
ALUMINUM to =
REINFORCEMENT pOLy130- DESICCANT FILL AREA > ' a >�
21 50 21 5/19'NOM, BUTYLENNEE 6/16'NOM. 01 O
85-86 85.88 BUM 6 SILICONE SEAL ^ „0 O p
1/2"NOM. 112"NOM. DESICCANT ROLL-FORMED 8 w K
59 GLASS SITE 59 GLASS BITE FOAM STAINLESS STEEL J eJ� S¢ W N
FM.GLASS Z LL ^ ' w
52 52 ECr.GLASS =W•- O U Aa
66,67,68,69,70,71 72,73,74,75,78, U U c.
z aN
tIB'ANNEALEDLA HEAT STNENGTHENED GLASS 9116'ANNEALED YE HEAT STRENGTHENED GLASS p OAIG
.090'PVB INTERLAYER .090"PVB INTERLAYER INT.GLASS
1b'ANNEALED OR HEAT STRENGTHENED GLASS 3/16*ANNEALED OR HEAT STRENGTHENED GLASS INT.GLASS Z
611W LAMINATED 7H0'LAMINATED W
5/16.OR 918'AIR SPACE 3116'OR1H'AIRSPACE DURASEALO XL EDGE r" � O
1/6'OR 3Mr ANNEALEDOR TEMPERED GLASS 1/8'ORN13'ANNEALED OR TEMPERED GLASS 67 SPACER OSPACER
13/10-NOM 13116'NOM. J
13/16"LAMI IG GLASS W/5/18"LAMI 13/16'LAMI IG GLASS W/7H 6"LAMI ® � F J
TABLE 3: # zo a
GLASS TYPES: PartN Description Material 8 tj
A.5/18"LAM[-(1/S"A.O90"PVB,118"A) < ix o •la
B.5/16'LAMI-(118"A,.09("PVB.1/8'HS) 85 Kommerlinp 48G TPS Spacer System Oz o
C.5/18"LAMI-(I 1W HS,.O90"PVB,1/8"HS) Seg this Z
D.7/16'LAMI-(3/16"A,.090"PVB,3/16"A) 88 Quatlex Super Spaces nXf with Hot Melt Butyl Sheet far w mt r� n
E.7/16"LAMI-(3116"A,.090'PVB,3/16"HS) 87 Quanex Duraseai Spacer < _
Materials
F.7116"LAMI-(3/18'HS,.090"PVB,3/16"HS) 88 Cardinal)L Edge Spacer
G.13116'LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16'LAMI-(1/8"A,.090"PVB,1/8"A) R . 968&897 au >sv
H.13/16'LAMI IG-1/8"OR 3118"A(MIN.),5/16'OR 318"SPACE,5/16"LAMI-(1/8"A,.09("PVB,1/8'HS) ��0 111
I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8"HS,.09("PVB,1/8"HS) LYNN
ONY
J.13/16"LAMI IG-11W OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090"PVB,3/18"A)
K.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/18"OR 114"SPACE,7/1W LAMI-(3116"A,.090",3/1("HS)
L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),31113"OR 114"SPACE,7/16"LAMI-(3/16"HS,.O90",3116"HS) _ No.68705 #
FOR INSTALLATION IN THE HVHZ ABOVE 30 '. A23FT,GLASS
TEMPERED I O.GLASS CAP.BOTH THE DP AND
ANCHOR QUANTITY REMAIN UNCHANGED. �'�SIONAL
't,11111111"
A.
A LYNN MILLER P.E.
"PVB"-KURARAY TROSIFOLe PVB INTERLAYER PE.e 56706
27 3/8" 27 3/8" 27 3/8'
MAX.DLO 64 5/16"MAX.DLO FIXED MAX.DLO —� — MAX.DLO ��
VENT VENT FIXED D D
-------._...— ---- - --n
'I
f _ L — —
B II I I
I B B 8 PRODUCT REVISED Nda
I
Building Coda
NCA-No. 17-0411.06
i Expiration Date 12/21/2021
womrn7d product Contro
X O I X - - _
3/24117:NO CHANGES THIS
SHEET.
I
co -if
Ix
I iI�
-
- ----
110"MAX.WIDTH I.F.FRAME--�—il 86 7118"MAX.WIDTH I.F.FRAME
86 7/16"MAX.WIDTH FLANGE FRAME
111"MAX.WIDTH FLANGE FRAME $ CO N
DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) =ww v
UUd e� Few
NOTE: F-
33 8/16"MAX. 33 9/16"MAX. 1.SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. a
DLO FIXED'C DLO VENT Z w
LL
_ o 0
I
17'
7 63"MAX. SEALANT OR GASKET +1°s
FLANGE AT HEAD AND SILL to
A I A FRAME ® 0 2
67 3/8" 58" CON IG.ALL15 0 2 FO o
MAX. / / MAX. Q If
DLO ALL / / DLO ALL
VENTS I.F.FRAME v � J =
FIXED 62'MAX. Q w
LITES I I.F.FRAME — au anoe
O I X ALL Y LYN
CONFIO. N.... !CEN
V,y1i
No.58706
_ 13 FLANGE FRAME `13 '
Q
r— 73" X.MAWIDTH I.F.FRAME-4 . •. �n OP S Z'
74'MAX.WIDTH FLANGE FRAME VIEW D-D '`rS/„I i i i
(FRAME CORNER CONSTRUCTION) ANAL
DETAIL A-OX OR XO A.LYNN MILLER P.E.
--- REY 58705
INTERIOR 3732 35 39
1 22
1s
2PRODUCT REVISED
EXTERIOR INTERIOR 13 as compryrng with eha Florida
Building Code
21 NOA-No. 17-0411.06
MAX,VENT DLOI+— MAX.FIXED DLO — MAX,VENT DLO Exprntlon Date 12!21/2021
MAX.WIDTH(FLANGE FRAME) By
811am roduct Conti
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) sHEETr.NoCHANGES THIS
Y T
MAX. INTERIORw ,,r
HEIGHT 17 35 32 37 39 o
/-
FLANGE o o o
FRAME MAX.
VENT OJ"`S to N
DLO za�m
W QO -V
MAX. U U� o
FIXED z a o a aNc
DLO v T Z
i;r
1= o z°° 8 w LL
22 MAX.FIXED DLO MAX.VENT DLO 43 z o
r It
MAX.WIDTH(I.F.FRAME) eb
21 EXTERIOR SECTION A-A $ J w
® ;
(HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 0 5 z
24
= o 0
$ 22 21 41 22
2 vwi =
12 24 8 EXTERIOR INTERIOR
7 12 ``t�l�lnurrrrr�
7 21 <aY LYNH,Mi
`�•. L\GENS. •.
EXTERIOR INTERIOR �' NO.88705
10 SECTION C-C 42 SILLHEAD i��''•�<OR1D/.. \?.
_ �''T S70NAL I'll i
(VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F.FRAME) (VERTICAL SECTION, I.F. FRAME) A.LP.E/68703Y�IFIS55705 PE
�
{
TABLE 4:
CI•FA1 DWG#REV MCRIPTION MAIL PGf# ITEM DWG#RFV1 DESCRIP110N MAIL PGP#
1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 CLASS 13/16"LAW IG V8"A ,3/8"AIRSPACg5/16'LAMI 1/8"A,.090PVB,1/8"A
2 4025 SASH STOP STD. (ANT!LIFT QIP 6063-T5 AL 612244 67 13/16"LAMI IGllB"A(MIN.)3/8"AIRSPACE,5116'LAMI(1/8"A,.OW PVB,1/8"HS
3 #8XY4FH.PANHEAD 7834AA 68 13116"LAMI IGI/8"A IN..3/8"AIR SPA 5/16"LAMI ll8"HS,.090PVB,1/8"HS)
4 4053 SASH STOP ODVER SASH STOP 6063-T5 AL 69 13/16"LAMI IG3/16'A IN. 5116'AIR SPACE,5/16"IAMI(ll8"A,,090 PVB,1/8"A
6 4136 FLANGEFRAME SILL 6063-T6 AL 64136 70 13/16"LAMI IG3/16"A(MIN.).5116"AIRSPACE,5116"LAMI U8"A,.090 PVB,1/8"HS
7 4137 SIILADAPTOR 6063-T6 AL 64137 71 13/16"LAMIIG3/16"A IN. 5/16"AIRSPACE 5/16"LANE(I/8"HS,.090PVB,ll8"
72 13/16"LAMIIGl/8"A 1N. 1/4"AIRSPACE-7/16"LAMI(3/16`A,.090PVB,3/l6"A PRODUCT REVISED
8 4131 ROLLER TRACK 6063-T6 AL 64131 as comp)ying with the Florida
73 13/16"LAMI IGT/8"A(MIN.),U4"AIR SPACE,7/16"LAMI 116"A-090 PVB,3/I6"HS Building code
10 71298 WPI•P HOLE COVER POLYPROP. 71298 74 13/16"LAMIIGll8"A(MIN.),L'4"AIRSPACE,7/16'IAMI 3116"HS,.090PVB 3/16"IIS NOA-No. 17-0411.06
12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 75 13/16"LAMI IGNITA(MIN.),,3/16°AIRSPACE,7/16'LANA 3/16"A .096PVB 3/16"A Explranon Data 12121/2021
13 4002 A IFLANCEFRAIMEJAMB 6063-T6AL 612225 76 13/16"LAMIIG3116'A ,3/16"AIR SPA 7/16"IAMI(3/16"A„090PVB,3/1G"HS) By
14 4134 1 GASKErFOR MAIN FRAME SILL JOINT 74134W/K 77 1311fi"LAMIIG3116"A IN.,3/l6"AIR SPACE,7116- -,4I3/16"HS,.090PVE1,3/16'HS Miam-0 epod,�tcont.ol
15 1155 198 X 1.000 QUAD PN.SMS 781PQA 90 1014 SCREEN FRAME OR&VER) 3105-H14 AL
16 4110 G SCIE 'ADAPTOR 6063-T5 AL 6411OG 91 1630 SCREEN COMM KEY WIRINGS POLYPROP. J-4111'CHANGED GLAzwG
17 4054 B FD®MEEriNG RAIL 6063HD-T6AL 64054A 92 1631 SCREEN 00RNFR KEY W/OUT RINGS POLYPROP. SILICONE.
19 4066 W STP,187 X.230,FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST.
21 4105 SASH TOP&BOTTOM RAIL 6063-1'5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM FM PVC
22 1683 W STP.,.250 X.270 BA FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC o Y =
23 225-1 ROLLER HOUSING&GUIDE 42112HD 96 SCREEN CLOTH > � N U)^ �
Io
24 226 BRA SS ROLLER W HEELS BRASS THAW HLZ p a" 0 0
29 4128 HORIZONTAL ROLLER SASH TOP GIIDE POLYPROP. 44129N 2.7107 0N
O
I 32 4006 D ISASHME=GRAIL 6063HS-T6 AL 64006
r� Z N
33 I W STP..170 X.270 RAM FIN SEAL 67S16G 0 uJ o w
35 1096 1SWEEPIATCH DIE-CAST 71096LL!
oo
=w�
36 1016 48 X.625 PH FL SMS 7858 w U$ °p ¢ --a
37 4126 SASH SIDE RAIL 6063-T5AL 64126 2.624 1.w^ °NO
38 1683 W STP.250 X.270 BA FIN SEAL 61683G 062 z °�� o c
39 7070 BULB WEATHERSTRIP.187 X 275 67070KUj
40 LIFT RA 11,CDVER CAP 74078"C'L OR R U J 0
41 4139 LF.FRAMEHEAD 6063-T6 AL 64139
42 4140 IF.FRAME SILL &WLTIGAL 64140 41 I.F. FRAME HEAD ® co
43 4141 LF.FRAMEIAMB 6063-T6 AL 64141 #4139,6063-T6 ; Z
50 CIA ZING SII DOW 79] 899 995 OR GE 7700 Z
I
51 1224 VWYLCIAZINGBEADBULB ICK 6TP247W 00 w
52 1225 VINYL GLAZING BEAD BUIB 6TP248K O = o
53 4039 B (3AZINGBEAD-5116" 6063-T5AL 640398 2.784
54 4044 B C3AZQdGREAD-5,116"W/CRalKIT 6063-T5 AL 644703 ¢ _
55 4222 A GLAZINGBFAD-7/16' 6063-T5 AL 64222062 3.152
56 985 C G3AZINGBL4D-7116”W/GLIILKIT 6063-T5 AL 6985
59 4067 (aAZNGBEAD-13/16" 6063-T5 AL 64067 062 .`O iV LYNNE'
60 ASS 5/16'LAMI 1/8"A,090 PVB,V8"A 1.988
CL
61 5116'LAMI L'8"A-090 PVB18^HS) I.F. FRAME JAMB
62 " 5/16"LAMI 118"HS .090PVB WHS q3 _ No.58705
#4141,6063-T8 -
63 7116"LANE(3/16'A,.090 PVB3/16'A) - -
64 7/16"LANE 3/16"A_090 PVB3/16"HS
65 " 7/16"LAND 3/16"HS,.090PVB,3/15"HS 2.710 O�.. aZORMP
F
42 I.F.FRAME SILL 0NA1-
#4140,6063-T6
A.LYNN MILLER,P.E.
P.E.M SB7P5
.062 11.187 r--
3. 52
.06 1.513+1
1 T3 I PRODUCT REVISED
1. 73 OB 3• as complying with the Florida
•040 Building Code
1.122 .738 NOA-No. 17-0411.06
_ I f Expiration Date 12/21/2021
L2.710 ey
Mtaml-Da roduct Contro
FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER O SASH STOP COVER
#4102A,6063-T6 #4136,6063-T6 #4137,6063-T6 #4053,6003-T5 31217.NO CHANGES THIS
�jj SHEET.
.062 I•--2.784---�{ W o 2
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1. 87 3
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I .062 N �aO K
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O O HORIZ.ROLLER TRACK FLANGE FRAME JAMB °17 13
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1.086
21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 97 SASH SIDE RAIL 53 GLAZING BEA 5/16" a _
#4106,6063-TS WOW,6063HS-T6 #4126,6063-T5 #40396,6063-T5
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1.096-{+�� I T 1.115+— 1 T-1�--^t-1.097 p=Q =
8 231 -
O54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD, 13/16" ATE
#40448,6063-T5 O #4222A,6063-T5 O #9850,6063-T5 O #4067,6083-T5
USED W/GRILL KIT (USED W/GRILL KIT
( ) ) AL
A.LYNN MILLER P.E.
P.E.#68705
SEE ANCHOR TABLE,SHEET 1 2x WOOD BUCK,
SEE ANCHOR SEE ANCHOR NOTE 1 NOTES:
TABLE,SHEET 1 -- TABLE,SHEET 1 1 3/8"
:. SEE ANCHOR MIN. 1.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS
.� WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF
1x WOOD •' e
TABLE,SHEET 1 UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS
BUCK, 1 - DEPICTED AS 2x ARE 1 1/2`THICK OR GREATER.INSTALLATION TO THE SUBSTRATE
NOTE 1 —J —- OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY
HAVING JURISDICTION. PRODUCT REVISED
1/4" 1/4" ae eompl in with the Florida
MX. MAX2.FOR ATTACHMENT TO METAL:THE METAL STRUCTURAL MEMBER SHALL BE OF A Bulldine oA
SHIM SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN NOA-No. 17-0411.06
SEE ANCHORT SEE ANCHOR
IN THESE DETAILS FOR 2x WOOD BUCKS. EXPimtion Date 12/21/2021
TABLE,SHEET 1 TABLE,SHEET 1 3.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO BY
DETAIL A DETAIL B MIamF a Product Control
- CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE.
324/17:REVISED NOTES TO
4.0.131"DIA MIN.X 2 1/2"NAIL AT CORNERS AND 5"O.C.TYPICAL DETAILS G,H&1. COMPLY WITH NEW
114* ANCHORAGE.ADDED NOTE 4.
MAX.
SHIM 3t8" 1/4"MAX.SHIM�I I�-I+ SEE ANCHOR
I I i INTERIOR a N =
MIN. TABLE,SHEET 1 Aro
•',a (JAMB DETAILS E,F&I) � O
EXTERIOR 2-112"MIN.EMBEDMENT o a o
I �
y o
IIS Q � C7 N &
SEE ANCHOR 1 SEE ANCHOR -49
EXTERIOR INTERIOR _ O e o S w v
TABLE,SHEET 1 TABLE,SHEET 1 t z
fI SEE ANCHOR > SEE ANCHOR (HEA &SILL DETAILS A,B,C.D.GG&H) _ ui" � U
TABLE,SHEET 1 " C °J
TABLE,SHEET 1 WW aO w+
n v
ME
2x WOOD BUCK,NOTE 1 lx WOOD BUCK,NOTE 1 SEE NOTE 4 z $ w
5/e"MIN.EDGE U.
DETAIL E DETAIL F - d 0
TYPICAL FLANGE FRAME JAMB SECTIONS 5/a"MIN. ® RE
EDGE z w
SEE ANCHOR SEE ANCHOR DETAIL H (HEAD) N w z
TABLE,SHEET 1 TABLE,SHEET 1 $ O o
. II I' I 1` G wtt a�0 +ia8
1/4" 1/4" I
—[SHIM SHAT I I I .��n�iNY '''•
o � 5/8"MIN.EDGE LYIy/Lr
� I `�� �O_,... ....,
SEE NOTE 4 I �.• �10ENSF•,���
T SEE ANCHOR
'
1
TABLE,SHEET 1 318 MIN. _ * No.58705
SEE —_ 2-1/2"MIN. SEE NOTE 4
ANCHOR o EMBED , SATE
TABLE, SEE ANCHOR 'n `
2x WOOD SEE ANCHOR TABLE,SHEET 1 F '•"?oRiOP.•''
SHEET 1 TABLE.SHEET 1 G
DETAIL C BUCK, DETAIL D 2-112 MIN.EMBED DETAIL I JAMB �''•S7OkAL'E o"
NOTE1 DETAILG(SILL) ( ) '1u,ili,iil`
TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS 0.LYNN MILLER,P.E.
P.E/58705
TABLE 5: TABLE 6: TABLE 7:
Maximum Design Pressure,DP(paf) Maximum Design Pressure,DP(psf) Maximum Design Pressure,OP(psf) GLASS TYPES:
A 5/16"LAM/- 1/8"A,.090"PVB,1/8"A
xo or ox xox,1J3.113-I M xox,114-1/2-114 ( )
owridl D%eraB Glass Type overall asre6 Glass type 0-11 overall Glass Type B.5/16"LAMI-(118"HS0 01 PVB, ,1/HS)
Width HeIgM A,B.G,H ,0,E.F,t,J,K L Width Helght A,B,C.G,H,I D.E,F,.),K L Width Hoight A,B,G,H C,I D,E,F,J,K, C.5/16"LAMI-(1/8" A,.090"PVB,1/B"HS)
3T -75.0 +75.01-75.0 +6000 + - /75.0 53-118• +ea0 r +60.0/60. +75.0 1.75.0 D.7/16"LAM/-(3/16"A,.090'PVB,3118"A)
E.7116"LAM/- 3116"A,.090"PVB,3/16"HS
0.8• *15.01-75.0 +76.01-75.0 53-1/B' +60.01.80.0 +75,0!-76.0 60• +80.0/-8a0 +60.01 E0.0 +75.01-75.0 ( )
s3tra +75.0/-75.0 *75.01-75.0 eo +80.0!-00,0 as.o r 75.0 Ta• +60.0/-00.0 +KO 1.60.0 +75.01-75.0 F.7/16"LAMI-(3116"HS,.090"PVB,3116"HS)
60• 2B• +76.o/7s.o +75.0!45.0 ee• 28" +80.0 r-00.0 +75.01-75.0 84• 26' +80.0 140.0 +80.01.60.0 +76,01-75.0 G.13116"LAMI IG-118"OR 3116'A(MIN.),5/16"OR 3/8"
ea +75.0/•75.0 +79.0/a5.0 74 +00.01-80.0K+77/-75.0 9e +ao.o/-0Q.o +8601-00.0 *75.0!•75.0 SPACE,5/16"LAM/-(1/8"A,.090"PVB,1/8"A) PRODUCT REVISED
7Y +76.0/•75.0 +75.0/-75.0 84• +80.0 1-00.01-75.0 106.118' +80.0!•80.0 +80.0!•80.0 +75.01-75.0 H-13116"LAMI IG-1/6"OR 3/16"A(MIN.),5116"OR 3/8" as comp)y ing with the Florida
74• +76.0/•75.0 +75.0/-76-0 847!18' +60.0/•60.01-75.0 toe• +60.0/60.0 +60.0/60.0 +79.01-75.0 SPACE,5116"LAM]-(1/8"A,.090"PVB,lig'HS) Building Cods
37 +7500I7b.Q +75.01-75.0 4S +60.0 r 600075.0 111 +8000 f 60.0 +8601.60.0 +75.01-75.0 I. 13/16"LAM[IG-118'OR 3116"A(MIN.),5/16"OR 3/6" NOA-No. 17-0411.06
48' +75.01-75.0 53-118' +60.0/-0Q.0 -75.053-118' +BD.O/8Q0 +80.01-00.0 +75.01-75.0 SPACE,5/16"LAM/- 118"HS,.090"PVB,1/8"HS t-expiratlon Date 12/21/2021
53118' +75.01-75.0 60• +00.0 r 40.0 -75.0 W +80.01.60.0 +60.01.60.0 +75.01-75.0 ( )eo 36• +7s.017s.0 +75.01-75.0 88• -80.076.0 70. +eo.o/60./ +eo.a/6o.o +75.01-75.0 J.13/16"IAMIIG-1!8"OR 3116"A(MIN.),3/i6 OR1/4" ey88• +75.0/-75.0 74' +60.0/-00.01-75.0 W 36' +60.01-00.0 +60.0!•80.0 +75.01.75.0 SPACE,7/1B"LAMI-(3116"A,.090"PVB,3/16"A) Mlam roduct Control
72' +75.0!•75.0 «75.01-75.0 ea' +86.0!-01.01-75.0 �' +80.01-so.o +860!-00.0 «75.0/-Ts.oK.13116"LAMIIG-1/B"OR3/16-A(MIN.),3/16"OR1/4"
70. +75.01-76.0 +75.0/-76.0 867116 +80.0!-00.0 /-75-0 1083/a 660.61660 +Bo.o/-0O.o +76.0/as.D SPACE,7116"LAMI-(3/16"A,.090"PVB,3/116"HS)
108• +80.01-00.0 +80.01.80.0 675.0 175.0 L. 13/16"LAMI IG-118"OR 3/16"A(MIN.),3116"OR 114"
3?• +75.0/75.0 +75.0/-75.0 48' +80,01-00.0 +75.01-76.0 3/24117:UPDATED TABLE
.76o775.0 +75.0/-75.0 53118" +80.01-00.0 +78.0/-75.0 111• +60.0/60.0 +80.01.60.0 +750!75.0 SPACE,7/16"LAMI- 3/16"HS,.090"PVB,3/18"HS
53-115' +75.0/-75.0 +75.01-75.0 BO• +60.01-00.0 +75.0/-75.01 `61118' +80.0/-00.0 +60.01-00.0 +75.0/-75.0 ( )
80` 38 118' +75.0/75.0 +75.01•75.0 88• 38-310' +60.0/•80.0 +75.0/.75.0 BO' +60.0!-00.0 +75.0!-75.0 -
68' +75.01-75.0 +75.01-75.0 74' +00.0!60.0 -75.01-75.0 44' +80.0!60.0 «60,0/80,0 +7501-75.0
72' 84' +80.01 60.0 x60.0!•60.0 +75.01.75.0
+75.0/-75.0 +75.0/75.0 84" +60.01 80.0 +75,01.75.0 38118' _
68' +80,01-00.0 +80.01.80.0 +75.01-75.0 w �i N
74' *75.0/750 +75.0/-75.0 BB-7/tfi' +80.0160.0 +75.0/-75.0 z ,yy
37" +75.0/-75.0 +75.01.78.0 48' .60,0/80,0 +75.01-75.0 108-''U8' +80.01-00.0 +60.0/•80.0 +75.01-75.0
48" +75.01-75.0 +76.0/-79.0 531/8' +90.01-00.0 *78.0 1•75.0 108' 680.0!-011.0 +50.01-00.0 +75.01-75.0 Q "�
53118' ---+-75J)/-75.0 +75.01.75.0 50' 111" +60.01-00.0 -75.01-75-0 y
+60.01-0Q,0 +750 r-75.0 }ti qb O O
53.18' +80-01$0.0 +60.0160.0 +76.0/-76.0
48• +75.01-75.0 *75.0/-75.0 6B' 0.8' -760.07-00.0 .75.01-75-0 U N _
+75.0/-75.0 +75.01-75.0 74• +80.0/-00.0 +75.0 f-75.0 +60.0 f 60.0 +80.0/6100 67501-75.0 U 0.i to N
72• +75.01-75.0 +750!-75.0 84' *81,0!fi0.0 +75.0/-76.0 74' +80.01-00.0 +80.0/-00.0 +750!-75.0 O J a a¢ Z
64' +130.01-80.0 60.0160.0 +75.01-75.0 Lt..O Lu
74' +75.01-76.0 +75.0/-75.0 847118• +80.0/-80.0 +75.01-75.0 0.6' Z m
es +eo.or60.o *eo-01-00.0 +7501-7s.o =LL r o i-
37" +75.01-75.0 *75.01-15.0 48' +00.01.60.0 +75.01-75.0 R a U .fe
1os3/e +60.01-00.0 +so.o1-00.0 «7501-7s.D W U o
48• +75.01-75.0 +T5.01-75.0 53118' +80.0160.0 +75.0/•75.0 W
109' +80.0!60.0 +60.0 f•80.0 +75.0/-76.0 1..Z t < d
631/8' +75A 1-75.0 +750/-15.0 8lY +00.0/80.0 +75.0!-75.0 111' +60.0 r 80.0 +60.01.60.0 +75.01-75.0 p 2 emu
W. 50318" +75.01.75.0 +75.01-75.0 68' 60.5/8' +aq.01.60.0 +75.0 f-75.0 531/8' +60.0160.0 +60.0/.80.0 +750/-75.D r0
86' +75.0/•75-0 +75.01-75.0 74' +80.0/-00.0 +75.0/-T5.0 60. +80.0/60.0 +80.01.80.0 +76.0/-75.0 •-Z� w
72" +75.01- .0 +75.0176.0 84' +80.0!-00.0 +75.01.75.0 74• +60.01 80.0 +80.01-00.0 +7501-75.0 1 LL
74• +78.0/•75.0 +75.01-75A BB-T/IT +80.01-80.0 1 +75.01-75.0 g4• sctsr +60.0/•80.0 +80.0/-00.0 +75.0/-75.0 -1 O
3T' +76.0/-75.0 +75.0/-75.0 48" +60.01-00.0 +75.0 f-75.0 9W +80.01.60.0 +60.0/-00.0 +75.0/-75.0 of O0
172-
+75.0/-75.0 +75.0 f 75,0 53-18" +BaQ 1.60.0 +75.01-76,0 108y8l +81.01-00.0 +80.0/60.0 +75.01.75.0 fO Q to+75.01.75.0 +75.0/•75.0 60' +80.0 7 80.0 +75.01-75.0 ® llVV W190
(a114
116• +BaD/-00.1 461.11•61.1 4750/-75.1 O� F'-
+75.0/-75,0 +7501-76.0 66• 54' +80,0/-00.0 +75.0175.0 111• +60.01.60.0 +60.01.60.0 +750/-75.0 �" Z � 1n+75.0!-75.0 +75.01-75.0 74' +80.0 f-00.0 +75.0/75.0 53118' +60.0/80.0 +fiao I-00.0 +7501-75.0 i O y Z+75.01.75.0 +75.01-75.0 84" +60.0!-60.0 +75.01-75.0 BO' .Bao!-0060.0 +60.0/60.0 +750/-75.0O d+75.0!-75,0 +75,0/-75.0 647118• +80.0/80.0 +75.0 r-75.0 q• +8D.0/80.0 +8601.60.0 +750/•75.0
37' +79.01.75.0 +75.0 f-75.0 46- +8000/-00.0 +7ti.0!75.0 gO'4 +60,0160.0 +60.D/-00.0 +76.01-75.0 0 = Z p
48• +75.01-76.0 +75.01-70.0 531/8" +90.0/60.0 +76.0/-75.0 +80.0!60.0 +00.0!60.0 +75.0/-75.0 (1+75.01-75.0 +75.01-75.0 60" +60-0160.0 +79.0r•75.0 /6" +80.0 f 80.0 +80.0160.0 +76.0 f-76.0 a0" 80• +75.0/•75.0 +75.01-75.0 66• 60" +60.0 r80.0 +75.0r-75.0 • +60.0160.0 +80.0/60.0 +75.01-75.0
66" +74.21.74.2 +75.01-75.0 74• +60.0180.0 +75.01-75.0 111• Fs-514" +60.0180.0 +7501-75.0
72' +898149.00 +75.01-76.0 64" so.01400. +7750/-760. 053-1/81 +60.0/-00.0 +8000/60,0 +75.0t-75+0 NOTES
1 +651 f 411.t +75.0/75.0 847118• +60.0160.0 +75.0 f 75.0 e r ,W.01-00.0 +60.0160-0 +75.01-75.0
NDOW
s48* +75.0/-76.0 +75.0/-76.0 e0r. �.0f60.0 +75.01-75.0 88' 60' '60.0/40.0.8 +8Q0/•80.0 +75.01.5.0 WINDOW IIN AB EIZESNOTSHOWN,GOTONEXTLARGER `\���oNY1LYN//y��.,��
60' 83' -76.01- .0 +76.0/-75.0 86' 83' +60.0/•60.0 +75.01.75.0 1063/8' +55.21 55.2 +60.01-00.0 +76.01-75.0 •''VGEM 4' i
2)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN :'
BB" +70.21.70.2 +76.0/-75.0 74' +60.0/80,0 +75.01-79.0 low +54.5154.6 +60.01-60.0 +75.01-75.0 WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. '
72• +86.2 1663 *75.0/-75.0 84' +660/80.0 +75.0/-75.0 111' +53.61-63.6 +60.0/80.0 +7501-76.0 -*t N0.58705
74• +63.8/43.8 +75.01-75.0 847/16• +60.0 f 80.0 +75.01.75.0 531187 +60.0!80.0 +Bao 1-00.0 +711.01-7&0
611 +Bao1.60.0 +Bao/8000 +75.0/-75.0 3 FOR INSTALLATION IN THE HVHZABOVE 30 FT,GLASS
FOR ANCHORAGE SEE SHEET 9. FOR ANCHORAGE SEE SHEET 10. ) -D '
74• +60.01-0000 +860180.0 +750/-75.0 TYPES G-L SHALL HAVE ATEMPERED I.G.GLASS CAP. _� '• 3 �=
e4 E3 +ea//60.0 .660/-00.0 +76.01.75.0 BOTH THE DP AND ANCHOR QUANTITY REMAIN = $ TE `}
96' + wl
582/58.2 +BaO/-011.0 ORIOf';.•�''`C•'��� '
toela *5z3rs23 .eQo!-00.0 +7511-Ts.Q UNCHANGED.
t� +50.0/60.8 +8001 ao.0 +sor-s.o 4)SEE GLASS TYPE DESCRIPTIONS ON SHEEP 2. X77/ f�N�AL
A LYnA f.I1LtA,P.E.
FOR ANCHORAGE SEE SHEET 11. P.Ea sa7a5