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FL # FL239-R25
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.'Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer
PGT Industries
Address/Phone/Email
1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext22318
druark@pgtindustries.com
Authorized Signature
Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative
Jens Rosowski
Address/Phone/Email
1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext21140
josowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category
Windows
Subcategory
Single Hung
Compliance Method
Certification Mark or Listing
Certification Agency
Miami -Dade BCCO - CER
Validated By
Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard
TAS 201, 202, 203
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/08/2017
Date Validated 12/20/2017 MOD
Date Pending FBC Approval
Date Approved 12/25/2017
Year
1994
Summary of Products
FL #
Model, Number or Name
Dee;cription
239.1
SH - 200 (Non -Impact)
Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R25 C CAC 17063002,pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/01/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL23.9-925�1I_17Q63q.Q,2,.pdf
(NOA) for product performance information, anchorage
Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.2
SH - 600 (Non -Impact)
Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R25 C CAC 17Q_E3QO2 jLc f
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/26/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R25 II 17063007 odf
(NOA) for product performance information, anchorage
Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.3
SH - 700 QaW Missile I pact)
Aluminum Single Hung Window
imits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R25 C CAC 17063008.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
03/26/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
EL_233_@25_[.j!7_N30Q8,pdf
(NOA) for product performance information, anchorage
Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.4
SH - 800 (Large Missile Impact)
Multi -Story Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R25 C CAC 170 3003,pdif
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant, Yes
05/03/2022
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R25 II 17063003.odf
(NOA) for product performance information, anchorage
Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, "and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5
SH - 800 (Small Missile Impact)
Multi -Story Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R25 C CAC 17063004.pd
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05/03/2022
Design Pressure: N/A
Installation Instructions
Other:'Please see Miami -Dade County Notice of Acceptance
FL23 R2�_II�Q¢3.4Q4..Rdf
(NOA) for product performance information, anchorage
Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.6
SH-5400 (Non -Impact)
Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R25 C CAC 17063006.12df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
07/30/2020
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R25 II 17063006.2df
(NOA) for product performance information, anchorage
Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.7
SH-5500 (Large Missile Impact)
Vinyl Single Hung Window
M [AM 1•DADE NUAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTIVI> NT OF R1 GULATORY AND ECONO,YIIC RESOURCES (RER) 11805 Sly% 26 Street, Room 208
BOARD AND CODE ADMIMP STRATION DIVISION T (786) 315-2590 F (786) 315-2599
_NOTICE OF ACCEPTANCE (NOA) }v"w.miamidade.gov/eeonomy
PGT Industries, Inc.
1070 'Technology Drive
North Venice, FL 34275
SCOP.c;:
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 AIIJ' (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 "SH-700" Aluminum Single Hung Window — L.M.I.
APPROVALDOCUMENT: 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.
iMISSMLE IMPACT RATING: Large and Small Missile Impact Resistant.
LABS, LING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, 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 arty 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 NOAH 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.1.7-0630.08
MIAMI•DADE GOUNTY v �} Expiration Date: March 26, 2021
` 112 d Approval Date: November 30, 2017
(( Page 1
PGT .Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted tinder NOA A& 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 0.9/01/05, 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`s NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test. Reports No. FT.I,-871.7, FTL-8968 and FTL-8970, dated. 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E.
(Submitted trader previous NOA No. 16-07,14 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 bung
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 tinder NOA No. 07-0322.06)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
•..?).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. FT1, 49S8 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)
Q_Li 9g,
ManuelPreP.T.
Product Conti inerNOA No.0.08
Expiration Date: March 26, 2021.
Approval Date: November 30, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
B. TESTS tCor TMED1
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 m' arked-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 Laxgaespada,
P.E.
(Suhmitted under NOA No. 05-1018.01
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure .Loadi.ng per FBC, TAS 20)-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by'FenesYration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 08/1.1/05 and 1.0/05/05 respectively,
both signed and sealed by Edinundo 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, "I'AS 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 1CTL-4650, datc;d 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Subn. fitted 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 Te.,-t 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 FTL-4648, 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)
11Iaa ten —er-e"4 P.E.
Product Contr l Exa iner
NOA No. 7I30.08
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 5th
Edition (201.4) and FBC 6111 Edition (201.7), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lear Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. 1Vliami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
L 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
"Trosi;fol@ Ultraclear, Clear and,Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
F. STATER i'NTS
1. Statement letter of conformance'. complying with FBC 5th Edition (2014) and FBC
61h 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. FTL-4957, FTL-4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed. and
sealed by Edmundo Largaespada, P.E.
(,4ubniitted under NOA No: 07 0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 46481
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 NQA No: 05-1018.01)
5. Proposal No.16-0125 issued by the Product Control Section, dated March 09,, 2016,
signed by Isbaq Chanda, P.E.
(Subrnitted under previous NOA No. 16-0 71406)
G. OTHERS
1.. Notice of Acceptance No.1.6-071.4.06; issued to PGT Industries, Inc. for their Series
"SII-700" Aluminum Single Dung Window - L.M.I., approved on 08/18/16 and
expiring; on 03/26/21.
anu��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
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. S+I6' LAW CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090' KURARAY TROSIFOL' PVB (BY KURARAY,AMERICA, INC.)
OR 090' SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. 5116' LAMI CONSISTING OF (1) LITE OF 1AL'ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL `-PVB (BY KURARAY AMERICA, INC.) OR .D9W SAFLEX• PVB INTERLAYER (BY EASTMAN CIIEIAIGALC0k1PANY)
C. W16' LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED CLASS WITH A
.090" KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX• PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D. Di6' LAMI CONSISTING OF (2) LITFS OF 3116' ANNEALED GLASS WITH A .090-KURARAY TROSWOL' PVB (BY KURARAY AMERICA, INC.)
OR.090' SAFLEX a PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. VIG' LAL41 CONSISTING OF (1) UTE OF 3110-ANNEALED GLASS AND (1) LITE OF 311W HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL'PVS (BY KURARAY AtdERICA, itJC.) OR .090" SAFLEx- PVB INTERLAYER (BY EASTMAN CHE611GAL COMPAf4YI
F. 7116' LAMI CONSISTING OF (2) CITES OF 3116' HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, IMC)
OR.09T SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 131161LAMI IG: (1) LITE OF UB' TEMPERED GLASS, AN AIRSPACE AND SI16"LAMI CONSISTING OF (2) LITES OF VWANNEALED GLASS WITH A
.090" KURARAY TROSIFOL °PVB (BY 711ARAY AMERICA, INC.) OR .090" SAFLEX' PVB IN TERLAYER (BY EASTMAN CHEMICAL COMPANY)
H. i3116" LAMI (G: (1) LITE OF 118" TEMPERED GLASS, AN AIRSPACE AND 5118' LAIAI CONSISTING OF (1) LITE OF 1fd" ANNEALED GLASS AND (1) LITE
OF 116" HEATSTRENGTHF:NED GLASS WITH A.090"KURARAYTROS(FOL° PVB (BY KURARAY AMERICA, INC.)
OR .090'SAFLEX "PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
I. 13116' LAMI IG; (1) LITE OF US" TEMPERED GLASS, AN AIRSPACE AND 611W LAMI CONSISTING OF (2) LITES OF VS" HEAT STRENGTHENED GLASS,
WITH A.090" KURARAY TROSIFOL' PVB (BY KURARAY AMERICA, INC.) OR .09W SAFLEX' PVB INTERLAYER (BY EASTMAN.CHEMICAL COMPANY)
J. 13118" LAMI IG: (1) LITE OF 1J8' TEMPERED GLASS, AN AIR SPACE AND 711V LAMI CONSISTING OF (2) LITES OF 3H8" ANNEALED GLASS WITH A
.090'KURARAY TROSIFOL PVB (BY KURARAY AMELUCA,INC.)OR.090"SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13116' LAMI IG: (1) LITE OF V8' TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE
OF3116'HEATSTRENGTHENED GLASS WITH A.090'KURARAYTROSIFOt PVB(BYKURARAYAJAERICA.INC.)''
OR.090'SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
L. 13116" LAk11 IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIRSPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3N0" HEAT STRENGTI IENEI7 GLASS
WITH A .0 0" KURARAY TROSIFOL EFVS ( Y KURARAY AMERICA. INC.) OR .090' SAFLEX' PVB 114CERLAYER (BY EASTMAN CHEMICAL COMPANY)
M.13116' LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 6.116" LAMI CONSISTING OF (2) UTES OF 116' ANNEALED GLASS W11H A
.090' KURARAY TROSIFOL aPVLi iBY KURARAYAMERICA, INC) OR.000' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L CONFIGURATIONS:'OX" (111• VIEW AND RADIUS TOP. ALLWI LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1.3, SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ONTESTED PRESSURE AND GLASS TABLES ASTM E 1300.
5. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13CO3
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
CODESISTANDARDS USED:
:zN7 FLORIDA BUILDING CCCE (FBC); 6TH EDITION
2014 FLORMA GUILDOLG CODE (FeC). 5TH EDITION
.ASTM E13008i '
•ANSVAFBPA NDS2A15 FORIVDOC CONSTRUCTION
•ALUMINUM 011MON MANUAL ADM-2016
•AL 13100,12
•AISG36C--10
NOA DRAWING MAP
.
SHEET
GENERAL NOTES.............I
GLAZING DETAILS ............
2
DESIGN PRESSURES-
.....3
ELEVATIONS .....................
4
VERT. SECTIONS....._.....,
5
HORIZ. SECTIONS .......
.... 5
PARTS LIST ....... _... _.........
6
EXTRUSIONS ....................
7
CORNER DETAIL ..............
7
ANCHORAGE ....................
8-11
Material
Min. FF
Min. F„
Seel Screw
92 ks)
12D KSI
Eloo LAIraCorM
410 SS Elco CmteFlexO
155 ksl
127.4 KILL
'177 ksi
189.7 ksi
B063-TSAluIninua
16 ksl
22 ksi
A36 Sloal
38 ksi
58 kel
GL 33 Steal Stud
33 ksi
45 ksi
4. ANCHORAGE: THE 33 1fJ%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7, REFERENCES: TEST REPORTS FTL-4646, FTL4646, FTL-4647, FTL-4046, FTL4649, FTL-4650. FTL 4651, FTL-4723, FTL-4057, FTL-4958 AND FTL.S063.
ANSIfAF&PA NOS FOR WOOD CONSTRUCEON
ALUMINUM DESIGN MANUAL
8. SERIESiMODEL DESIGNATION SH700,AI.SO REFERRED TO AS SH701.
9, THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
(sauecatmt
cERr.D=Aurr..eza22a
5N700 I NTS I I . 11 1 404"0
l.,awnn,J�
�1��:'4�CENSF'•�-1�:C �i
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A. n ��'rnun111
LVNN MILLER, P.E.
r D L
112' NOM. 112' NO1d.
Part#
Description
material
71
Kommeding 45G TIPS Spacer Systm
72
Quenex Super Spacer nXr with Hot Melt Butyl
Sea thts
Sheet for
MateAals
73
Quanex Duraseal Spacer
74
Cangnal )L Edge Spacer
GLASS BITE GLASS SITE EFERE f,E ES( TS: FTL671Y, 8SH8 63TU
T70 37 70 T
37 �-
1/6* ANNEALOR ILEAT STRENGTHENED GLASS 3.116" ANNEALED OP. HEAT STRENGTHENED GLASS
090 PVB ITERLAYER 090 PVB ITERLAYER
M6"ANNEALED OR HEAT STRENGTHENED GLASS �3116°ANNEALED OR HEAT STRENGTHENED GLASS
5116° NOM. 71i6' LAMINATED
5/l6" LAMINATED GLASS 80,81 or82 7116" LAMINATED.GLASS 83,84 or85
NOTE:
EXTERIOR INTERIOR �r--11�� LANII IG OUTBOARD
71-74 71-74 �j —• J/ UTES MAYDE T
1 1 (ALL SECTIONS) WITH 14 CHANGE
1 I
L_ _ _ _ WITH N CHANGE IN
_p + DESIGN PRESSURE.
1 KURARAY 7RO.SIFOL
112' NOM. _.. 1i2" NONC I PVB WTERLAYER
46 GLASS BITE 46 GLASS BITE a or
SAPLEX PVB WTERLAYER BY
EASTMAN CHEMICAL COMPANY
38 70 38 70
118' ANNEALED OR HEAT STRENGTHENED ASS 3116, AN
B INEALED OR HEAT STRENGTHENED GLASS
.050 PVB .050 PVB ITERLAYER
116'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR ILEAT STRENGTHENED GLASS
5116' LAMINATED — 7Ji6' LA611PIATED
,AIR SPACE. -- AIR SPACE -`
116" ANNEALED OR TEJ3PERE0 GLASS —118' TEMPERED GLASS
~+---- - 131161NOM. -' ~. 13i16"NOM,
13/16" LAMI IG GLASS W/ 6116" LAMI 86,87,88 or 02 13J16" LAIIAI IG GLASS WI 7116" LAI!AI 89,90 Or 91
ALUMINUM
St"CCN£ ELT H07416UTYL REINFORCEMENT FOLYISC. -PESICCANTFILLAREA
STRUCTURAL 6UTYLENE...... ..
SILICONE SEAL. 'SJta'NOM. %NODS/Oi'R3t1St1Y
STRUCTURAL 6/18`t10M. %s cmgttin;{wsft::Fa RirF3n
ifd'NUM. FOAM-� /--318"HUM. 9UNL8 �%� SILICONE SEAL
i:st
^V41TESICCANT Yv'1(h OESJCC,ANY ROLL-FCRAtED kr "n YJn % (% 1�•G.
WITN DESICCANT DESICCANT FOAM ,K,�? STAINLESS STEEL. � y / g +� pat �i � YiPrl
EXT. GLASS / ' /J ( EXT. GLASS EXT. CLASS'-�
/ EXr.GIAES^5\ J/li1(1 t u:.:Yrri, tptd..
�--INT. GLASS V.INT. GLI IM.GLASS �{��.-INT. CLASS
KODISPACE - SUPER ei DURASEALO a XL EDGE'" No.567a5
`1j 4SG TPS SPACERONXT"' SPACER SPACER
O+t� sr,1r ,k1--
tC'IUTEG{iLaLCGt CT•IVE m16a -
N.vsa•.;E.(ti3+xYa GLAZING DETAILS ss''�;ORIOH,..•G`��: -
CERT.aFAUTH.523aK ALUM. SINGLEH_UNGWINDOW, IMPACT %�INAI-
JR comir [a MOGfJANGE5TNISSRFFl. a.,rakI A. LY1 ti1I1 R•P.E.
FK �m�lA5 J.I. &p7 - 8H7m Full ? • 1T 4040-20 G FLRE.v56705
111 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"
66"
70"
72"
74"
76"
;MEETING RAIL
.
46"
A.B,L1
+80.0
-80.0
+80.0
-8D.0
+600
.80.0
480.0
-80.0
+80.0
-80.0
+80,0
-81)0
-80.0
-80.0
HT.:
fir
A,B,61 .--
_+80.0
.80.0
+80,0
-B0.0
i80.0
-80.0
+80.0
40.1)
.80.0
-80.0
+80.0
-8D.0
+79.0
•79.0
-X-
�H
62"
A,d.M
4PA.0
-80.0
+80.0
-80.0
+80.0
-80.0
+BO^0
50.0
+78.8
-78.8
+77.3
-77.3
+75.9
-75.D
63 118"
A,B,M
+80.0
-60.0
+80.D
. -80.0
+79.8
79.6
+7 ..2
-78.2
+76.9
-76.9
+75.4
-75,4
+74,0
74.0
•_
'UP T06J 11fl"
C,D,E,F,G,H,LJ,K,L
+80.0
-B0,0
r80.D!
-80.0
+B0.0
•Bo.0
480.0
410.0
i8Q0
•00.0
+80.0
-80.0
a80.0
-BD.O
STANDARD VIEW & RADIUS TOP FLANGE.OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2.
/
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
r
WINDOW HEIGHT
•
WIDTH
GLASS TYPE
38 Wil
64"
60 61W-
1 63"
72"
76"
HT, I MEETING RAIL
48"
A.B,M
480.0
-80.0
+80.0
-800
+80.0
•60.0
480.0
-80.0
+70.0
-700
+70.0
•70.0
t70.0
•70.0
60"
A,B,M
+80.0
-80.0
480.0
-80.0
+60.0
-80.0
478.9
-70.9
♦70.0
-70.0
1 +70.0
•70.0
+70.0
-70.0
X.
S I H
{ 62"
A,B,M
+80.0
-80,0
+80.0
-80.0
+80A
-80.0
+76.9
-76.0
+70.0
.70.0
+6B.B
-68.8
+67.6
-87.8
63 US"
A,B,M
480.0
-80.2
'+80,0
-80.0
480,0
• MA)
+75A
-75.0
+68.0
4180
+66.7
-66.7
+65.5
-65.6
UP TO 63 118"
C,D,E,F,O,H,I,J,K,L
+80.0
•80.0
+80.0
430.0
+80.0
•80.0
r80.0
•00.0
+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
i
WINDOW HE MINUS SASH HEIGHT (MAX, WINDOW HT. WI SASH =76"FLANGED AND 76"INTEGRAL FIN)
.0.
MINUS
WIDTH
GLASS TYPE
17118"
2211(16"
28 3116"
_Ir80.0
JS J14"
39 6116" _
4413116"
60 318"
6S 16/18"
SASH .
HT.
-
S7 118"
QE,F,J,LCL+
+80.0 410.0
+80.0 410.0
-80.0
+70,0 -70.0
+70.0 •70.0
+70.0 -70.0
+70.0 -70.0
HT.
MEETING RAIL
i
GLASS TYPES: -
TEST REPORTS TABLE 4.
A: 5!16" LAM[. 118"A.AS0,116-A)
FTL-4647 4648, 4723. 4957
B. 5116' LAMI. 1/8"A..090,11WHS)
FTL.4647, 4648
C. 5/16�LAMI • (118"NS,:U9U,118"NS).
FTL-0647, 4648
T__�
D. 7/16" LAM - 0l18"A,.090, 0116"A)
FTL•4'45, 4885
E. 7116" LAMI - (3116"A,.080, 3/16'HS)
FTL-4645 '
FF IfiLAMI.0/16H.090.3Hi __
•T(I
FTL-0646
1311V L!G•1/e,AU26'HSL,__
ASPACE, S116- LAMI-(1/8-A..Q90,1/8-A)
Y FTL-064B, 4723
H. 1W16' LAMI IG-118" _T, A!R SPACE, 6118' IAlAI- 116°A,.090, 118'HSj
�F744fiA8 ,_,___.
L IWIF LAMI IG -11W T. AIR SPACE 5h6" LAMI •(V8'H8 090 1/8"HS)
FTL-0646
.J. 13116- LAMI IG- lie" T. AIR SPACE, 7110' LAMI -(3116"A..090. W16"A)
FTL•4648, 4650
IK. 13116" LAMI IG -118' T, A!R SPACE, 7/1(r LAMI - 16°A,.000, 3(1fi"H6)
....-.__.._,._..�......�_.._
I°TLiG49, 4850,4958 - -----
_--.._..4-
L.��y�..-._..._._..
�L.13l16'LAMI IG-1/8"T, AIR SPACE, 711U'LAMI �3ti6`NS-0903l10'li$)
F TL-0B49, 650
M. 13/16" LAMI IG -11WA, AIRSPACE. 5116° LAMI- (116"A,:090, 170"A)
FTL4063
I'kC!DtiCTP,EYL413D i
rr�::4e+Ccer. D
��s.wfi� „t2t
n
12iabi .,aa osxatln '
i `111f1U11 _ !
1 O, IJCENSF �/,
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF 484.0 PSF OR LOWER AS SHOWN IN'tHE TABLES. NEGATIVE DESIGN'•,cl`�`i
PRESSURES ARE UNEFFECTED.. - * i N°' 5870.5 -
2, FOR INTEGRAL FLU WINDOIN DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROMTHE FLANGED TIP-TG-TIP FRAME DIMENSIONS.' ❑ /: j * '
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SW MINIMUM TO 38'MAXIMUM. _ =-0 ;(•l,
4. GLASS TYPES C. G, H. AND I MAY BE USED IN SASH ONLY ypQ�:•
S. REFER TO ANCHOR QUANTITY TABLES 5.8 FOR ADDITIONAL DP +mO Teuum0:;Y08n�� a ��
LIMITATIONS: tl.vFiilc[.rLw75 I �ESIGN PRESSURES`QA��p' •G��`��
Inns+sc-,4w J UM. SINGLEHUNG WINDOW IMPACT �4+4AvwN M�LLER. P.E.lnro NT8 3 + 11 4040.Z0 G FL P.E.i! 58705
III
53118'MAX, FLANGED WIDTH
52118' MAX. LF. WIDTH
49 5/8MATS FIXED
DLO (ALL) D,,....I
j 75.1.1AX. 75' hMX.
SEE DLO LF, .1 A ' LF.
TABLE t D •�� HEI HT SEE OLD HEIGHT
TABLE O
L 1 76' IAAX. / 76' MAX.
- j FLANGED FLANGED
i .... 11 HEI HT11T
SEE DLO I 38 /16
' T {
TABLEI x Al SA H SEE DLO I X
TABLE � I NO E 4
(MAX)II i HEI •HT
48 114' MAX.
VENT DLO (All.) DETAIL_B
DETAIL A VIEW (STANDARD SASH
75' I IGHF 1 75'I.IF HE E -+) HEI HT
SEE DLO i I SEE DLO
TABLE TABLE I' O %/j iii
TO' RL1X. I l 76' MAX.
I FLANGED I FLANGED
II ! HEIGHT HEIGHT
i
I.
?EE OLD TABLE - X / 1 SASH SEE DLO TABLE X /� SASH
HEIGHT + HEIGHT
e
DETAIL D DETAIL E
VIEW, (CUSTOM SASH), RADIUS TOP SCUSTOM SASH),
NOTES:
1. SEE SHEET 6 FOR VERTICALAND HORIZONTAL SECTION DETAILS.
2SEE SHEET? FOR CORNER DETAIL VIEWS.
3: SEE'SHEETS B THROUGH 11 FOR ANCHORAGE INFORMATION,
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 0 6 C) ARE BASED ON A THREE OVER TWO FORMAT.
NIGIECHI1Gt.CGY GRtvE"
s. vElRce.ri aizls ELEVA%
IMIln8at6✓S
Tw:++K: CERTnFAUiH.t�.RSJ6 ( ALUMS
' Q&DG1T D NO C{UNGES7H79 SHEET. `.J ..,..�
c srow
F.K. —81IAiS 7771 S3N7
I 75' MAX.
:DLO HEI tlT
,BLE 0 All
76' MAX
FLANGED
HEIGHT
'DLO E
ISLE = / NO E 4
DETAIL,Q
RADIUS TOP„{STANDARD SASH]
4 - 11 1 4040.20
* ; - No. 887D5
ra
'0., STATE DF'" "
1'lnnnl���
A. LYNN MILLER, P.E.
FL P.E.t/5870E
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27)
OPTIONAL BOTTOM LOCKS, (1)8- FROM EACH SIDE OF SASH, NOTE: BALANCE PARTS USED
— BASED ON SASH WEIGHT
INSIDE INSIDE MAX. VENT DAYLIGHT OPENING
�J,10,11,15,16
31
FIXED 7, 6 OR 17
U'fE
AYUGHT
OPENING
OUTSIDE
25 [—MAX FIXED LITE DAYLIGHT OPENING
r— MAX. WIDTH
SECTION A -A — —
OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE
23
f 47 50
�......Fs i 2s48
I ? HIGH
OUTSIDE— I i sal. i zsso i
LOW
�L
DAYIlCT S 40 HIGH SIL48L LOW SILT_ HEAD JAMB OUTSIDE
OPENING
2.716"--�
I.F. FHAME
2B 53OUTSIDE
11
Lf
239 s (HIGH SILL)
U 52 (LOW BILL) — 0,1}
h;;ui� s9a.\litYlS'i
� SEE NOTE ABOVE _ 64 64 .�{ca. \
T N \ 30 j ULTRALIFT
12 69 ULTRAUFT 87 ' * , NO.58705 •�P
ONLY 12 ONLY SECTION C-C '• ,�
SECTION B B ALTERNATE HIGH SILL RADIUS TOP _ p
(LOW SILL SHOWN) (HEAD DETAIL -FLANGED VERSION) ;p 3A7E0
tCiO TE:zC:9L9uY CIii:'E �1p
ri veti: E. rl sacs n-7jF
LNOdtANGE9T/LSSfiEET. T.9FAVitl.i2'Yd35 ALUM. SINGLE HUNGWfNDOW1IMPACT r�rr�l \\—jr.. A. LYNW RiILLER. P.E.
311TD0 H817 5 x 11 I -- 40J0.20 1 G FL P.E.0 58705
PGT#
LAMA
17 4053 SASH STOP. - b4053 86 G. GL0.4S, 13116"WdIIG; ttB'T,AIRSPACE. 5f16"LAMI, (1(8 q.050 PM6,ti8"A} '
18 4029.1 SASH BRACKET i 7ULBRKT el Ii.GLASS, 13110"W.111G; 118T. AIR SPACF,,3H8•LAWA, (lie"A.OBO PM3,116°HS) .
19 98.32 X 1f2" LG. PN. FH. TYPE F 5. 57L I 7832X12FPFk 68 L GLASS. 13116" L04eY IG; 71B"T, OIR SPhOE, 5f18" LAMI, (118'HS,.030 PM3,14i'HS) ..
21 4054C FIXED MEETING RAIL 64054C 89 7.GLASS, 1all 6"LAMA IG;"T,AIRSPACE, 7118-LN4.(3116"A.00PM3,3116°A)
23 4006C SASH TOP RAIL 64006 90 K. GLASS, 1316" LAW [Gr. 1)8"T, AIR SPAC E, 7116- LAMI, (3116"A.090 P 13,3116-HS)
25 1235 WSTP.,.170 X.270 BACK, FIN SEA._ _ 67SI6G 91 L. CLASS, 13116" LA651G; 116"T, AIR SPACE, 7110' LAhB, (Jf18"HS,.ODO FNB,3i (6"H5)
28 1046- SWcEP LATCH 71098 92 M GLOSS, 13718" LATd11G;118"AAR SPAGE.5ft6" W8, (118"A.O00 PMi,1i8"A)
27 1078 #e X.825 PH. FL.SMS 7856 1.878----{.
28 a067 SASHBOTTOM RhiL (LC'JJSILL) 812230 2764_-_,,,-�
30 1226 WSTP., BULB MNYL BTP249
31 4005 SASH SIDE RAIL 812231 ,00..
34 1268 SASH FACE GUIDE 42501 '
35 1622 LAW SETTING BLOCK 3132"X 25.184"X 1" 71622K .,, n. _-n 1" 3. 55
36 1052 LAMIIG SETTING BLOCKt"X3/4"X1/16" 7t052K
37 1224 MN1'LGLAZ.BEXDBULB(THICK) fiTP247W,K '�2-""�
38 1226 MPM. GLAZ. BEAD SULB(THIN) 6TP248K
41 4D39B _ GLAZINGBEAD, 5116LAM. GLASS. 64039E 47 FRAME, I.F. HEAD
42 4044D GLAZING BEAD, 5J16LAMIW_iGRILI. KIT 644703 #4071A, 80d3-T6
44 4222A GLAZING BEAD, 7f16'LAMI 64222 - FRAME, I.F. LOW SILL
45 908C GLAZING BEAD. 7118• LAMIWSGRILL KIT 6955 46 #4072A, 6063-TO
4-6 1 GLAZING BEAT.1311VL1W I.G, 64087
47 4071A FRFME,LF, HEAD 64071 ..-"-
48 4072A FRA.W,I F. LOW SILL 64072-e-----2.314.-- --
49 4073A FROM=. I.F. i IIGH SILL - 64073 e-.".. ?Iit::r ics&r+7SPA '
50 40748 FRAME, I.F. JAMB 64074
Ei,u?SUC Cuk
52 40bH SILL-ATCH(EGRESS)(LOWSILL) 164009 '062 NCM asscYu:oe lsrl fb3D,Od'
5S 1008 SPRING, SILL LATCH (EGRESS) 7SPRNG THICKNESS' L
4. Tt-54 2740 SILL -ATCH (EGRESS) (HIGH SILL) 82740 .LiQ
55 1614 .SCREEN FRAME (NOR, & VER.) t„-� .� i ro4srA Ccr
81014 �J�----__—'- I .n62 NOM i J
581630 SCREEN CORNERKEYWRINGS 71630 - I THICKNESS i(r*++ei°�tr7rr
57 1631 SCREEN CORNER KEYWOUT RINGS 71631 = - ++`apNY LYNiv
58 1073 SCREEN SPRING 70ASP - :`.�A;'VOEe4sp'•. �( '�
59 1624 SCREEN SPLINE-.136 DIA. FOAM 61624KFRAME, I.F. JAMB `�'�•' 'a`g'1
5O rr407AB, 8063•T6 = * Nq 58705
49 FRA_ NIE�I73A, F. LAG B H SILL - t
�� P406a63-T(USED AS RADIUS TOP HEAD) ; • rr �`
IbYtl iEGNN3lG6Y 0.i�:6 �"``� -
O,'. ST0.TE0 t' tuw;
N.1TiliCL:f,.i1116 PAR'iS LIST � ••.FeORIDa,.: c��:
tfl+,l<29-1G's -r SSA NG�
w+: CVAT.OFAItTN.#3];'o ALUM. SINGLE HUNG WINDOW, IMPACT A7C�NNIAytIEW`P.E.
A 06,OCJ17 G NG CIIM'G_ES__T_{I/S SIfEET.
_..._. ;nmrr 3eewic aa:, cr
G FL P.E.#587a6
III ,-I.F. FRAME SEALANT ALONG ENTIRE JOINT
1 or 47 q IF FRAME
_ T I 2
}I II
1•.--2.784--I II II'
� 1I 0¢2
2.630 2Z. 1
1063 A.—�
6or50
L—vJ f� FLANGE FRAME HEAD I I
#4002A,6063•TO I 2a64—+
FLANGE FRAME SILL (LOW) - —1 WELD
#4003C, 6063-T6 I 6 0f 50 LONG
SCREW
Boss(2)
SEALANT OR GASKET .
11 ATHEADANDSILL
lijjlo 1 I"",.5,3--� .738 I
A62 Ala 04p
��� VIEW D, R VIEW EA
(1718. VIEW fIEAD&SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH STOP SASH STOP COVER _ _FRAME CORNER CONSTRUCTION
FLANGE FRAME JAMB 7 44025, 606146 77 64053, 60h..TO j •050
�l N4004, 6063•T5 �rr'�jl[pl-
(USED AS RADIUS TOP HEAD) --� 1.185 ^ I--- .e7a
2.326--1 +'II(I-^_]�
--I 1.342 1—2.270—I 'T .DE':--II--1•�a O GLAZING BEAD. 5/16'
�i_ T I I,I 41 64039B, OD03.75
�u 1 1.9179 4�
c62 L 2.166 1•?a7 p6z 31 SASH SIDE RAIL
�J li 44008, 6063•TS
a
21 FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL0.ow) s76
04054A.6D63HD•T6LRS 23 .4000,6063HS•T6 26-04007,6063•T6 A50-�•
1.096-{+,--�I-
.me gp GLAZING BEAD, 5116"
O50
U4044B. mw-T5 Fttent:c'rrtE. s¢P
2.326-.-1 1.098(USED wi GRILL KIT)
-��-'�•I f ce.+.;Ayu� SIL nal'iaAia '
'.062 (ID4 I rsxH.cx�(csl 06o L
2.046 GLAZING BEAD 7t16"
H4222, 6063-T6 ) � U'L��s
3.446 2.638 .683 ....r --m 1a11PFtwtt xT.
-^ '05a--i GLAZING BEAD13f18" IG •,lal— --L �j'J6 N4a67. 8067•T5 ' O0[NSF
1.115-�—�i I 4•r
O FLANGE FRAME SILL (HIGH) gg SASH BOTTOM RAIL IHIGH) 45 GLAZING BEAD, 7118"
6`085C, 6063•T6
69
p405'A, FM
(USED INI GRILL KIT)
taa�lKc.tcoo -- .':
CENT. CF AUTH.6'.ILO ALUM. SINGLE HUNG WINbCW, IMPACT '
w"m ,k A
•araaa�Ar.ex - efrrzo H6K ' 7 n 11 4040.20 AG
�
FOR 111 FLANGED WINDOWS. TABLE 5,
ANCHOR QUANTITIES
WINDOW HEIGHT
1. ANCHOR TYPES: 1 -1/4' ELCO ULTRACONS OR 412
SUBSTRATE
28.603
34.603
� 40.603
45.603
52.603
58.603
64.603
76.000
SCREWS INTO METAL
2.1W ELCO SS4 CRETE-FLEX
A14CHOR TYPE;
WINDOW
_
�`
GLASS yU,1
O
N E
e- ��
O
N p
.- 0
O
N Q
.- 0�
O
N 0
._. .__._
0
N O
N p
.- �
N OIN
U^
UPON
0
0
cN U
N O
� Q
3-#12 SCREWS
2. ANCHOR LOCATIONS AREDAS[D ON THE
TYPE
$
U
U
}
U
U
Q
U
U
U
U
U
U
U
U
U
U�
U
U
FOLLOWING DIMENSIONS, '
WIDTfI
HEAD - 18 1W MAX, FROM TOP CORNERS
JAMES-17 112' MAX. FROM TOP CORNERS
2
22
22
�.2
2;2
2 2
2 2
72
2 2
2i2
2 2
22
2�2
2 3
2.2
3:3
l5"NJOC. FROM OOTTOM CORNERS
19125
_. -WMAX.
di"
1
1
1SILL-
BELOW MTC. HAIL
NOT REQUIRED
AB,M-1
2
T1
1 2
2 2
tit
2 2
2 2
2 2
2r2
2;2
2,2
2:2
2t.2
2i2
2'.2
V2
2;2
2:2
2,3
2�2
3�3
ANCHORS
1.
1
1
1
1. �.,
1
1
1
1,
5
3.INSTALLE$USPER i ANCHOR
C,D,E,F,G,
i
i,
i
1
_ 1
1
-, 1,..
1„
,1_.
,
1...,
. 1..,_
.,,1
7--
_
_
GTH.ElENTTABLELCRITg
QUANTITIES USING THE UIMENSIOF4A1 CRITERIA OF
H,I,J,K,L
1 2
-
111
.
12
1;2
,..
ii2
1.2
2 2
1:2
2'2
Zi2
2•.2
2;2
22
2i2
22
2;3
2 2
2;2
2 312
2
23
. .
3 3
2,2
313
NOTE 2.
.+
24.000
. 1
it
_
7
1
.:....
_
.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
lti8 M
L2
1;1
1;2
1;2
1;2
1 2
2 2
ii2
?,2
22
22
212
22
2;2
2,2
2 3
22
22
2 3
22
2�3
'+:3
2i2
31:3
� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
GD,E,F,G,
213
21 0
2'3
2'3
212
23
323�2
2
3'3
2
3144
1
3i2
1
3 3
2
3::
1
33,3
1
4.4
ARE 1"LESS,
S. DESIGN PRESSURELIMITATIONS.'
32.000
_Y H,1„I,K.L
112
112
2'2
2'3
1'2
212213
'_
1
1
1
1.
1.
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
'
-
AB,M
1
1 2
9 ..
1;2
1
._.
2i2
1
0;3
1
_.
1 2
1
2.2
1
'2
1
...._..
1;2
1
2 3
i
-.._.._
2'3
1
2 1
1 _..
2!3
1
213
1 ..
2 2
1
...._
2,3131
.,, 1
3
1 ....,-,
2,2
1
3i3
f
3.4
3 2
r
...
3i3
4.
31
_.----r--.
3 3
4 4
BOLD ITADCIZED VALVEABOVE'I HEM, INDICATE
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
'
f
1
1
1
1
1
2
i
..,.
1
2 ...
1
._ --..
2
2
1 -
2
2
--
i
2
--
2
-
1
2
2
•--------
1
2
_.1,...
OF ANCHORS SHOWN IN BOLD, OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FORTHE RESPECTIVE
1.2
22
2 3
12
2.3
2 3
2;2
2,3
2>3
212
213
23
2 3
213
3 4
23
3(3
3-0
3 3
3�4
3 5
33
A;4
SIZE AND GLASS TYPE IS AVAILABLE.
37.WU
.2
I
..
1t
1
2
1
2
2
1
_
2
2
9
2
2
1
-- -
2
2
1
2
e. ENOT ET ES2
SE Ed SPIE 11 FOR METAL BUBSTRAT_
tZ1
2:3
tit
2 3
2.3
2i2
2 3
2 3
2 2
2,3
2.3
2 3
2;3
3 4
2 3
3,3
3A
3;3
3,43
4€A
REQUIREMENTS.
PM
7B2
2
2
1'2
2
2;''�
2
2 3
2
2;2
2
2.3
2
2 3
2 2
2i2�2'3
2,....2
2!3
213
2
2,3
2
2!,4
2
2.3
2
3,3
:.
3 d
2
2;3
2
3 4
2 2
3 5 3,3
2
3 4
2 1 2
4 513 3A2
240000
2
2
2
2
2
2
2
2
2
22
2
2
2
2 2
2
2 2
2
---- -
2.1:2
2
2
2`:2
2,3
2;2
213
2:.3
2;2 2 3
_.
2`3
2 3
2.3
;_
2;4
2 3
3'3
3 A
2,3
34
3i5�3,3
3�4
41G 3s3
4s4
TABLE KEY:
PSF
---
79
_
2 2
MNC
PSF
C,D.E,F,G,
2
2
2
1
2
2
2
2
2
2
v
2
2 ...
2
2
2
2
2 ..
2„ 2
2,
m2.
._.
_....
(DP LIMRED)
118
44.000
H,I,J,K,L
2j2
22
22
2 3
7.2
2 3
2 3
..
2,2
3 3
_.
24
..
2 3
3Fa
9;4
2 3
3.3
3' 4?
3
34
3 5 33
3'.4
4i5
3 4
4 5
HEAD
2
A,B.M
2
2
2
2
2 ._
. 2
2 3
2 ..
2;3
2!2
1
3 3
2.
.....
2;4
2
2 3
2
3!3
2
3!4
2
2.3
1 ...
3;3
_ 2
3 A
2
2,3
2
..!4
2 2
3 5,3.3
2
3;A
2
4 5
2
3A
2
....
4!5
JAMB ABOVE
MTG•RA5-
2 3
2 2
2
2;2
2 3
22
J AM BELOW
,nurrac:vtvl:an
PSF
--
19
.79
2
3 22
3 2 2
MTG, L
Il
48.000
C,O,E.F,G,
HI,J,K,L
2
2 2
2
�:2
2
2 2
2
2 3
'2
2-�2
2
2 3
2
3 4
2
2!3
2
3 3
2
3 4
2
2 3
2
3 4
2
9-0
2
2 3
2
3-0
2
3
2
&3
3:4
3 5
3 3
4:5
4 6
3;A
5'5
(FLR.L DP)
-Hn' r8 vI
,e yfi ^},jfjlyY� L'�Xf.`r
qB,M
2
2
2
2(
2
2
2
2
2
2
2
2
2-
31d
2
2,3
2
3 4
2
3 5
2
3,3
2
3i4
3
3 5
3 3
2
4;5
3
4 6
2
3i4
2
515
HEAD
-2?.3.
PSF
2 2
72
2'2
2 2
7B
2,3
79
2 2 2 3
3 4
2t3 3;3
3.4
2.3 3,4
JAW ABOVE
MFG. RAIL
.� O<•1Y LYN�r
.
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_
JAMB BELOW _
`J
•''iJcelJse'�7l�''
..
53.125
H,I,J,K,L
232
2=.2
2 2
2 3
2;2
2y3
3:A
2-3
3 4
3:4
2 3
3.4
3.4
3 3
3!4
3 5
9�3
4,A
4 6
3;A
4.-5
4 6
3i4
56
MiG. RAIL
•' FP
2
2
2
2
"<
2
2
2
2
2
2
2
-3
2
2
3
2
2
3
2
2
J
2
..�..
3
_.:.
SEE TABLE 1 FOR
A,B.M
2 2
..
2.2
_._..
2i2
2�3
1 2
2 3
3 4
..,,.
2 3
3.4
_......
3:.9
2 3
3'4
..
3:A
,
3,3
.. , .
3!4
3
3;3
..;;_
4'4
d b
._.
3,3
.....,
4 5
.:
4 6
3i4
4S5
FULL DP
_
p '• +u
fe a n M ow,.rnnr+S
N ra
ANCHORAGE SPACING, 1/1 WINDOWS
�:�'Q�cS STATE
• `'
� l aei gem
[�
ar• . �c��;:
S�O�Ne?
„a•�s�:'
cenT S Aur.+rz<
ALUM, SINGLE HUNG WINDOW, IMPACT
a.::
q .
A. IYfdFl,iy i¢}.R.tP.�
JN a4-roG�n
u„dnrT-cw
o
a�.nw r
NO cNwaE5 7HI5 sir[tT.
_...
cw: � .:,,.o„anv.,x �
.uuanrsa--,.�
�'
S,y7nn NT5 8 > i}
4040,20
P.E.n 68705
-
F.K. 7PJ9tl5
J.J.
1/13917
__..._.
NCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS
WINDOW HEIGHT
JBSTRA *E. 29,655 37.155 44.655 52AISS _ 59.665_
4CHORTYPE: 0 U .0 0 0 0 0 0 U o 0 o U 0
IINDUW GLASS Np`�O1"O�iO'" O� O�fpN O'" U�J'4N O 0,4
NIDD,4 TYPE U U U. U $ U U S U U > U
C„D,E,F,G,
H,LJ,K.L 1;1 1 1 1;1 2!2 2 1 2i2 2j2 2!1 2Y2 2'2 2+2 2�2 2i2 212 2
19.125_- 1 Y1 i
1:1 1i1 1!1 212 2i1 2%2 2 2 2i1 2`2 2i.2 212 2;2 2 2 2 2
PSF 79
C,D,E,F,G 1 1 1 1 1 1 .1 ._�... .._1_. ..�. ._1_. �.. ... �._ 1 ..
24.000 II,I,J.K,L 111 1'1 ii1 2i2 1i1 2i2 212 2i2 2i2 2 2 2i2 2€2 3.2 2i2 3
A.B,M
32.00D
A,B,L1
37,000
HJ,J.n,�
1 1
1 'I 1
A,B,M
1
1
1 1
tit 1
PSF
A
79 f
C,D,E,F,G,
2
2
40.000
KIAK,L
.7r'
'if 1 1
A,B,M
2
1 1
2
-1 _! 1 1
PSF
48
78
C."r,IF G.
2
2
44•ppp
H.I.J.K,L
_
ABM
2
2
1�1
1 1 1
PSF
45
74 !
C,D.E,F,G,
2
2
40.000
H,I,J,K,I.
1 1
111 1
A,B,M
2
1i1111
2
PSF
44
61 ,
C,D,EF,G
2
2
53.125
H,IAK,L
1:1
1 F 1 1
A.B.M
.2-
-2- _
TABLE 6.--
11 ANCHOR TYPES: 1. 114- ELCO ULTRACONSOR V 12
SCREWS INTO METAL
'p,ppp 2. 114' ELCO SS4CRETE-FLEX.
3-812SCREWS
0 0
z-z
N O O 2. ANCHOR LOCATIONS ARE BASED ON THE
U U FOLLOWING DIMENSIONS:
1 1 HEAD -18 1.2- MAX. FROM TOP CORNERS
JAMBS - 17 112` MAX. FROM TOP CORNERS
2! 2 3 i 2 16" MAX. FROM BOTTOM CORNERS
1 1 6- MAX. BELOW LTTG, RAIL
22 9�2 SILL- ANCHORS NOT REQUIRED
3.INSTALL PER THE ADJACENT TABLE ANCHOR
1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
2 NOTE 2.
2 2 3.
1 1 4, TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
21.2 92 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE i' LESS.
1 1 5. DESIGN PRESSURE LIMITATIONS:
2 SIZE BLOCKS OF THE ADJACENT TABLE WITH A
3; 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
32 4i3 OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FORTHE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
L. �...... ... 0. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
32 4'3 REQUIREMENTS.
2 2 2 dA
2 2 2 2 2 2 2 Z 2 2 [., , c _, Z c
. 2 V21 2'.2 33�3 2:2 3.3 4i3 3.3 4!3 3�3 3;3 4 3 414 313 4.3 4.4 313 5i3 TABLE KEY:
2 2 2 2 2.2 2 2 2 2 2 2 22 2 223-32233433343333343443343443.35.3 MAX. PSF
79 {pP lIMB'ED1 177
2 2 2 2 2 2 2 2
_.
�2 3!3 2.2 3 3 3.4 2 3 33 44 3 3 43 44 3 3 4 3 4.4 3 3 4 3 4 4 3 3 5i4 JAMB ABOVE 3 3
2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2... 2 2.. 2. 2.., MTG. RAIL rea:llmTCL�sry
. 2 3i.3 2,2 3:3 3`4 2-3 3'3 4`4 3'3 4 3 4:4 3 3 4i3 4 4 3:3 4.3 4;4 3i3 5'4 JAMB BELOW ii;,iiasso- �Bn,T.:F.,r�1�
79 78 MTG. RAIL nr.<y�xaaNn / C D-68
2 2 2 2 2 2 2 3, 2 2 2 2 2 3 2 2 3 2 2 '1
P. ai.a c f. ,'jA?
34 3 3 33 4':4 3 3 44 4 4 3 3 4i4 4W
a.4 49 514 FULL DP ^x J dt
2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 HEAD 2 'riln iA14r „aan1
.T2 3 3 2t2 3 3 3:4 3 3 313 4'4 3:3 4'4 A A 3 3 4'4 - 4.4 4i3 5iA JANBABOVE 2T2
Y LYN Tµ''TT,
76 79 MfG. RAIL N......
2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB BELOW �' LtGENSF' fie,
. _,... .. .. _ .. ...., . .,
3 3 3'3 3"3 -0 4 3'3 44 4 4 33 44 44 3 3 44 5 5 4i3 5.4 5 5 4'3 5 4 MTG. RAIL ` No. 58705 •� G
2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 SEE TABLE 2 FOR ' *yr:
.. _ .... ._. ....... ..... . ....._ .-,....3.
....._..... ... ....,... ... _...._ ....... FULL DP ,.
3'3 33 4 -0 3i$ 4;4 4 4 3 3 4.4 4:4 3'3 4'4 5;4 4!3 5[4 5:4 4:3 5i4
tpT0iEO410LC3Y ORNE °ie14i ^Q ', STATED
!.9£HILE, Fi 31TlG VIEW '"F.'•.;•F4cR10
ANCHORAGE SPACING STANDARDP•.,: \�``�
renI•eo-,Eon %�SS,7• .. NG ��
cent. crAlm,.rmae ALUM. SINGLE HUNG WINDOW, IMPACT T OJvgqLL E �.
4..4r., A. LTYN 11f44LE'R. P.E.
s'Jrm 14TS� 9 - 11 4040,20 G FL P.E.K 58705
•
JBS I"Al C. \
1CHOR TYPE:
ANDOW GLAS:
WIDTH TYPE
19.125 D,E,F„
K.L
24.0D0 D,E,F„
K,L
32.000 D.E,F„
K,L
PS
37,000 D,B,F:.
K,L
PS
40.000 D,E,F„
K.L
PS
44.000 REF„
K.L
_ PS
48.000 iRl- .
K.L
PA
63.125 D,F.,F,:
KL
3'7.000
40.000
44.600
48.000
53.125
V-HS SASH HEIGHT FROM TABLES.
MHT,UN
226U66
2
33754
392&3
4483E
b0.3O82
55.825U
U7.125
�M'+Oo$WR'OO
O
ZU0VUOUZ�
UZ
O
O$OO
O
Z
2
O�
U
N,ZZ
U
O
UU
(3
U
U
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
3...3
3
1
1
1
1
1
1
1
1
1
i
1
1
1
1
1
1
1
1
1
1
..3
1
1
1
1
1
. ._.
1
1
._�....`.
_
2
2..2
..2...2..
..Z.
3..
_.a.._2
..,.3..
3...2
3,
9..
3
3
3
4
2
i1
1
2
2
3
2
3
3
33
3
2
3
4
3
4
4
3
4
6
3
5
2
12
2
1 j 2
2 1 2
2
1 2
2 1 22
1 2
11.,
2
177
3
1 3
3
3 4
12
3 3 3
4
3 4
4 4 b
5
4 5
7B
79
2
2�
2
.xa
.2
22 2
2 2_2
2 21 2
2 '. 2..
1
...�__.?`
1
2
2
3
3
3
4 3
4
4 3 4
4 3 6
4 448
78
79
78
79
79
_
2
2
2
2
2
2
2
2
2
2 2
2
2 2 2
2 2 2
x 2 2
2 2 2
2
2
2
3
3
3
4 4
1 4
a 3 5
4 3 5
5 4 6
5 4 B
78
79
70
79
79
71
79.
73
76
2
....1 ...._1
2
2
_.
2.._
,..2
2
2
2
2
.. 9
2
2
-.-0._
.2 25 .4 .g..
...9 .4..
..�
3 2 2
3 2 t 2
1
2
2
2
3
3
�.,3..
4
5
71
79
63
71
79
64
74
66
77
6B
B9
2
2
2
2
2
2
3
2
2
3
2
3
9 2 3
-.._.
3 2
..5.......6_
3
3 2 3
... ............
3 2 3
..
_..,_....__.,.
1
i
_.._...._._
1
2
._..._,.
2
_..._
2
......._.......
3
3
3
4
4
_
4
.
5 4 5
6
8 5 7
8 5 7
AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED
ANCHORAGE NOTES:
1. ANCHOR TYPES; 1-114' ELCO ULTRACONS OR 412
SCREWS INI'OMETAL
2.114" ELCO SS4 CRETE-FLEX
3-9128GREWS
2. ANCHOR LOCATIONS ARE BASED ONTHE FOLLOWING
DIMENSIONS:
HEAD -18 W. MAX. FROM CORNERS
JAMBS -17 17MAX. FROM TOP CORNERS
11 1.2" MAX. ABOVE THE MEETING RAIL
6" MAX. BELOW MTG. RAIL
15" MAX, FROM BOTTOM CORNERS
SILL -ANCHORS NOT REOWRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WIND
OWS FROM TABLES 7, AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2.. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE S. FOR SELOl4',
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 GIV MIN. TO 38' MAX,
S. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS., INTEGRAL FIN DIMENSIONS ARE
1' LESS.
6,
DESIGN PRESSURE LIhfITAT10NS:
312E BLOCK'S OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE TTM., INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD, OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS.
TABLE 7. KEY:
AMX. PSF SEE TABLE 3 FOR
H2 FULL OP
DAP nRreD
WINDOWS BASED ON SASH HT.
HEAD
2
S.
JAABOVE
JAM
2
MTG. RA1L
!7.776fm
.776
31.106
(FLLL DE)
'8
2u
8
013N8
8
JAF/® ABOVE
4
2
1 2
2
1 2 1 2
1 2
1 2
1 2
AMTG, R64L
2
2
3
2 2
3
2
2
2
$
4
2 3
a
z
3
TABLES.KEY:
rxOLvJcrizr;vsls;.
_
_
MAX. PSF
{DP LU>JTE61 112
*"PIt"y4t wiW 11e F1nR -
a:n stL3 c.�ar
n,<oynn�.�wi Gb31J.'OB
e.u7,Oeae�'ib21
3 3
4 S
3 A 3' d
JAMB BELOW 2
Bp t (Cp
3 3
S 3 4
4 3 q
MTG. RAIL
MY A1aJn Prot
i Ififitfii^)
3 4
5 3 4
5 3 4
FU{ LLDP)
JAMB B
F?-j
j al:: LyCENSF'h�ll�,:
4' '•.,�
3 4
5 3 4
v5- 3 4
MTG, RAIL
_ it i No.58705,
3 4
5 3 5
51 3 S
SEETABLE21FOR '
FULL DR
=.Q
%-n '. �.Q1
@1111BOnGW L - - i; ONAL
CERT.CFAVIB.RYJDA � ALUM. SINGLE HUNG WINDOW, IMPACT Fnr 1ly;
JR dflR"V17 O INO CH4NGES TH/SSHEET. rI ,� oaw m>:>om. l..IYNN AtILI�It, P.E.
I SMIXI N75 10 r 1} 40d0.20 G FL P.E.. 59705
-- ` NOTES:
aEXTERIOR INTERIOR* 1, FOR CONCRETE APPLICATIONS IN M'AMI-DADE COUNTY, USE ONLY MIAh11-DADE COUNTY
13@' MIN. EDGE ALL HEAD AND SILL BETA WOOD ANCHOR APPROVED 1f4' ELCO ULTRACONS OR iA'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
(ULTRAC2" ANCHOR) I ( (SEE NOTE 28 31
2-1f2' MIN, EDGE ---{II CONCRETE ANCHOR ANCHOR NS CONCRETE EDGE IS 1 CM 314'FOR CRETEONS INTO CONE., 2.1tZ' E.D. FOR
CRETEFLEX ANCHOR) {SEE NOTE, 13) 2x WOOD BUCK ULTRACONSAN f,RETEFLEX INTO CMU AND CRETEFL.E%IN' O CONE.
(SEE NOTE 3) I-1' MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS),
3.35 KSI MIN.- I 114' SS4 CRETE•FLEX FOR DETA)LS D 8 D OR 0.131.0 x 2.112' COMMON NAILS (F1B87 NL CM
CONCRETE \`: S-07Z(8d)) Ed PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLEHI-FIN MOUNTED
13N'MIN. — --�- ONLY (SEE DETAILS E,FAND GTHIS SHEET)
"�3, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
OPTIONAL .1x ' ' _ • 4 �C = 1 " TOTAL THICKNESS IS LESS THAN 11Q". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
_ _
WOOD SUCK__ -„ C,<r=? �`>.� :_" _ .4 =. MIN. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3) ..........lb2'TIiICK OR GREATER. INSTALLATION TO THE SUBSTRATE OFWOOD SUCKS TOBE
..... jfq�''( - ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
MAT(. -,.JJ 114• . q. FUR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM )' 8053•TB AND A MINIMUM OF 118'THICK. FORATTACHMENT TO STEEL OR SIEEL STUDS,
DE7AILA DETAILS SHIM THE MATERIAL$HALL BEA MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.04W
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
,•314' MIN. EDGE (ULTRACON INTO CONE) WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL
14i4' MIN. EDGE (CMIJ) ENGAGEMENT INTO THE METAL IF THESE CRITERIAARE MET, THE RESPECTIVE DESIGN
1.314'MIN. EOGE{CCNC.) 242'MIN.EDGE(ULTJCRETEFLEXINTO CMU BCRET[FLEX IMOCONC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY HE USED.
1N'hU1X. SHIM-�•{-1"'- tyg+ 5. ANCHORS ARE NOT REOU[RED AT THE SILL OF FLANGED UNITS.
�. 1I h11N. S. FLAT HEAD ANCHORS, WHERE REQUIRED. MUST HAVE 012 TRIMFIT HEADS.
i!; .:' . 1/q°MAX. $HIM+I �-- 7. MATERIALS. INCLUDING BUT NOT LIMITED TOSTEEL SCREWS, THAT COME INTO
/pu . CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CONCRETE ANCHOR, jjj I l�II I 1' MIN}EDGE FLORIDA BUILDING CODE.
ilV I FH BELOW MEETING
RAIL. (SEE NOTE 2) L WOOD ANCHOR,
Ii �l FH BELOW MEETING��j ,
✓( V RAIL, (SEE NOTE 2)
OR KSI MIN, CONCRETE
j% �. OR tS KSI MIN. CMUI INTERIOR
' 1 ( I fill (ALL JAMB DETAILS)
1x BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR
CMU SUBSTRATE (SEE NOTE 3)
DE_ TAIL C' DETAIL D V
TYPICAL FLANGED JAMB ANCHORAGE
114" •+-SiB' MIN. EDGE
2-1f2'EMBEDMENT M1AX. _I 1/4"
SHIM -.. WOOD FRAME F-MAX.
!Ii>�I li ' --WORD FRAME - �__"...��:-:T.- SHIM ,
;\llfl ^ ! i S.re' !dI1L EDGE �72oD0.^rv:Fvsu: ,
.131"DIA,MIN ndpawrc I<
' 2112•NAII, flmldc, Cn4n
fIl 1 2.1pY EM FOMENT T CORNERS
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.131`DI'NLAIL. U, I ( � � .
x 08
'1!y�I I� I, � .:=::'W.,"•,-.. ,<;y ANO 5' O.G. ``II ' �1 jjj WOAD FRAME `T �+
AT CORNERSf. f,r.. "-1.._ I iS
AND S'O.C. ::i �'?I' Si8'MIN.EAGE r I :r.} If1,1 iniG.•o `!nlin�i p� .
I-.131' DIA. MIN. L,^ ii! I 3 i ..... � `
pN Nye
.._.. X 2 in' NAIL, � }a: : �. .
hw. AT CORNERS `: c1: ticeNSF' V
SHIM' AND S'O.C, 2- In' EMBEDMENT R'
DETAIL F (HEAD) DETAIL EA (JAMB) DETAIL G (SILL) # No, s8705
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TYPICAL,INTEGRAL FIN ANCHORAGE -
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B,venlce.nazes _�— MHORAGEDETAILS
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