HomeMy WebLinkAbout15-0519.08 SH 700Florida Building Code Online
Page 1 of 3
q0i1a DoBCIS Home i Loy In j User Registration Hot Topics ! Submit Surcharge Stats & Facts Publications FBC Staff i SCIS Site Map i Links i Search
Busines;�&ProductApproval
Professi -alUSER: Public User
Regulation � �A -T 0 �
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL239-1122 J 1 l O
Application Type Revision
Code Version 2014
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 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@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 Year
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/14/2015
Date Validated 09/18/2015
Date Pending FBC Approval
httns://floridabuildin2.or2/pr/pr app dtl.aspx?param=wGEVXQwtDquSIBu8CAEmBE7... 11/3/2015
Florida Building Code Online
Date Approved 09/18/2015
FL # Model, Number or Name Description
239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R22 C CAC 15-0528.22.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/01/2016
Design Pressure: N/A Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance FL239 R22 II 15-0528.22.Ddf
(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:
Page 2 of 3
239.2
SH - 500 (Large Missile Impact)
WinGuard Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R22 C CAC 15-0612.12b.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Design Pressure: N/A
01/08/2019
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R22 II 15-0612.12b.0df
(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:
details, and anchor type, size, and spacing information.
Evaluation Reports
Created by Independent Third Party:
239.3 1 SH - 600 (Non -Impact) I Aluminum Single Hung Window I
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance
(NOA) for product performance information, anchorage
details, and anchor type, size, and spacing information.
Certification Agency Certificate
FL239 R22 C CAC 15-0519.07.odf
Quality Assurance Contract Expiration Date
01/26/2021
Installation Instructions
FL239 R22 II 15-0519.07.Ddf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.4 I SH - 700 (Large Missile Impact) I Aluminum Single Hung Window
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance
(NOA) for product performance information, anchorage
details, and anchor type, size, and spacing information.
Certification Agency Certificate
FL239 R22 C CAC 15-0519,08.1)d
Quality Assurance Contract Expiration Date
03/26/2021
Installation Instructions
FL239 R22 II 15-0519.08.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: _
239.5 I SH - 800 (Large Missile Impact) I Multi -Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R22 C CAC 15-0609.02 LM.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/03/2017
Design Pressure: N/A Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance FL239 R22 II 15-0609.02 LM 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:
239.6
SH 800 (Small Missile Impact)
Multi -Story Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R22 C CAC 15-0609_03 SM.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05/03/2017
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R22 II 15-0609.03 SM.Ddf
(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 -3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window
httns://floridabuildina.orv-/pr/t)r app dtl.aspx?param=wGEVXQwtDquSlBu8CAEmBE7... 11/3/2015
Florida Building Code Online
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R22 C CAC 15-0612.11 LMI.DdF
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/06/2017
Design Pressure: N/A Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance FL239 R22 II 15-0612.11 LMI.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:
Page 3 of 3
239,8 SH -3000 (Small Missile Impact)
Architectural Systems Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R22 C CAC 15-0612.10 SMI.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/06/2017
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R22 II 15-0612.10 SMI.Ddf
(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:
Created by Independent Third Party:
Evaluation Reports
Evaluation Reports
Created by Independent Third Party:
239.9
SH -5400 (Non -Impact)
Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R22 C CAC 15-0519.06b.odf
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 R22 II 15-0519.06b.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:
239.10
SH -5500 (Large Missile Impact)
Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R22 C CAC, -.15-0519-05.,
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
07/30/2020
Design Pressure: N/A
Installation Instructions
other: Please see Miami -Dade County Notice of Acceptance
FL239 R22 II 15-0519.05.Ddf
(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:
Back Next
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyriaht 2007-2013 State of Florida.:: Privacy Statement :: Alceslibilitv Statement :: rtet nd to ment
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
®®
�reditSAFE
httns:Hfloridabuildinv-.orv-/pr/pr app dtl.aspx?param=wGEVXQwtDquSlBu8CAEmBE7... 11/3/2015
M IAMDADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
Ixgum
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE NOA www.miamidade.zov/economy
PGT Industries
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 -
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 "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 E dated 05/12/15, 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 and renews NOA# 11-1013.14 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. 15-0519.08
MIAMI•DADE COUNTY I Expiration Date: March 26, 2021
�Flujmrm? Approval Date: July 09 2015
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.0( 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 E dated 05/12/15, prepared by manufacturer,
signed and sealcd by Anthony Lynn Millcr, P.E.
B. TESTS
1. 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 previous NOA No. 07 0322.06)
2. 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.R. (Submitted under NOA No.07 0322.06)
3. 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 L.argaespada,
P.E. (Submitted under NOA No. 07-0322.06)
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
Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and
sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01)
Manuel re , P.E.
Product Contr Ex iner
NOA No. .0519.08
Expiration Date: March 26, 2021
Approval Date: July 09 2015
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. 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-4947 and FTL-4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E. (Submitted under NOA No.05-1418.0.1)
6. 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-4948 and FTL-4646, dated 08/10/05, both signed and scaled by
Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'"
Edition (2014), dated 05/12/15, 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. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite0 PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
... _..... _....
Manue ere P.E.
Product Conti of Exa iner
NOA No. 5- 19.08
Expiration Date: March 26, 2021
Approval Date: July 09 2015
E-2
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May
16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 1.6, 2015, issued by manufacturer,
signed and sealed by A. 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 I..argaespada, P.E.
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947,
FTL-4650, FTL- 4948 and FTL-4646, 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)
G. OTHERS
1. Notice of Acceptance No. 11-1013.14, issued to PGT Industries for their Series
"SH -700" Aluminum Single Hung Window - L.M.I., approved on 11/03/11 and
expiring on 03/26/16.
Manuel z P.E.
Product Contr 1 Exa finer
NOA No. 19.08
Expiration Date: March 26, 2021
Approval Date: July 09 2015
E-3
56,87,88 or 9;
DM.
SITE
1/6' ANNEALED U1< nen a ncNGTHENED
090 PVB INTERLAYER
1/8' ANNEALED OR MEAT STRENGTHENED
5116' NOM
5/16" LAMINATED GLASS
171" NOM
GLASS BITE
9
118" ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVH INTERLAYER
1/8' ANNEALED OR HEAT STRENGTHENED GLASS
5/16' LAMINATED
AIR SPACE
118" ANNEALED OR TEMPERED GLASS 8
13/16' NOM.
13/16" LAMI IG GLASS W/ 5/16" LAMI
VIEMROLO6V URNS
veRKE. ><ns
p �. BOX fStD
ROXolnls. rt s1n<
NO 1 t:
LAMI IG OUTBOARD LITES MAV BE
UPGRADED TO 3116" WITH NO CHANGE
IN DESIGN PRESSURE.
117"N
GLASS BITE
EXTERIOR INTERIOR
(ALL SECTIONS)
XURARAY BUTACITTE
PVB INTERLAYER
0,
SAFLEX PVB INTERLAYER BV
EASTMAN CHEMICAL COMPANY
3116' ANNEALED OR HEAT STRENGTHENED GLASS
090PVB INTERLAYER
3,16' ANNEALED OR HEAT STRENGTHENED GLASS
7116' LAMINATED
7/16" LAMINATED GLASS
iQ'NOM.
GLASS SITE
®
I'R(X)11Cr RE h ft
<mlplv�ng hFa FIai6E
YHmNny CoJr 1 'O <c<V'tion<Ihi<� pA„J<n'I
,n,L
1f1
puR• � YnwN<t C<m 1 /
3/16' ANNEALED OR HEAT STRENGTHENED GLASS
.690 PVB INTERLAYER
HEAT STRENGTHENED GLASS
3116'ANNEALEDOR
7/16' IAMINATEU
AIRSPACE
``�N•.... '.., 1klp%.,
`�'L; '1,10ENSf•'. 'P
116' TEMPERED GLASS 8'•
NOM
No. 59'!0..
13,16'
13/16" LAME IG GLASS W/ 7116" LAMI
•o '• :f
W
' GLAZING DETAILS _
ALUM. SINGLE HUNG WINDOW, IMPACT
A LYNN MILLER. P.E.
V4,bb a—
�� f0ll 2 a 11 040.20
E FL P.EA 58765 —
ON FLANGED WINI
GLASS TYPE
ON FLANGED WINI
GLASS TYPE
N VIEW & RADIL
ON FLANGED M
/ I GLASS TYPE
' LAW - (311WA..o9o. 3I16'HS) —
'LAMI -(3IICHS 090 3/1CH5)
C UMI IG -1/6" T. AIR SPACE. 5116" LAMI
SPACE, -
FTL'LW6
6116" LAMI-(1/6°A,.OS01/CHS) m qua
b-
�j
0 I?•
Lo t7---7T
i.9
I.0
MEETING RA6.
x 1
DWS WI HIGH SILL OPTION TABLE 7. T
K. WINDOW H�SASH�--OAND 76" INTEGRALFIN) •�SASH
3mus
3 314" 50 376" 661W6" HT.).0 .60.0 .7— -7D.0 .70.0 -70.0 Ht MEETING RAIL,
REPORTS
TABLE 4.
TEST X
-1L4647. 4616. 4723. 4967
FTL4647 4646
F1L"M17, 4646
FTL•4646, 4685
--FTL4645 _-- --
AMt
L. IYIS" LAMI IG -116" T. AIR SPACE. 11 pTL.SOB3
M 13116" LAMI IG i/CA AIR SPACE 6118 UMI (1ICA 090 i/CA)
NOTES: 1. WINDOWS NTH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF .64.0 PSF OR LOWER AS SHOWN IN THE TABLES- NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING V FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SIC MIMMUM TO 36" MAXIMUM
4. GLASS TYPES C. G. K. AND I MAY BE USED IN SASH ONLY
v.o.110>' +sn
HOKows.ns�zr. vigN, Baa HT$ 3 • 11
PRODUCT RBVMM
=sw.womRem.
w
DAF
..... u111
^ ie No 58705 . i<
jr-
i4U AT�OF . -
�i'ncC..'. aLW6O.aG\K:
A LYNN MIL)YR. P.E.
FL P.E.6 wm
53118' MAX. FLANGED WIDTH
52 Vr MAX. IF. WIDTH
49 518' MAX. FIXED
DLO (ALL)jjj
D FI
.. ,I 75' MAX.
SEE DLO I.F.
TABLE ILE O D� HEIGrHT
) 176'MAX.
I ISEE
I38 7H8
EE DLO MAX
TABLE x SASH
(MAX.)
48114' MAX.
-VENT DLO (ALL) DETAIL B
DETAIL A VIEW (STANDARD SASH)
1/1
E�
0
75' MAX 1 75' MA%.
I.F.
I I.F. E NEI HT
HEI IIT
SEE DLO
T
A
BL
E O 7MAX
FLANGED
FLANGE HEI NT
ZHEII L -21 10
SASEE DLO TABLE X j �GHHTHEIG
IL E
DETAIL D DETA
VIEW (CUSTOM SASH RADIUS TOP_jCUSTOM SASHI
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 8 C) ARE BASED ON A THREE OVER TWO FORMAT.
C --I
� ALUM. SINGLE HUNG rvlrvLlvFP, Imrn�
P.o. "ox ".
Noxows. F m- va'bb B-- y17Pp NTS 1 4 f 1 o.+R 4D40•YD
75 MAR.
I.F.
HEI HT
78' MAX
FLANGED
HEI T
E
E4
PROMCTREV�L910
dos FIXW4
NuiNiiy ClMe
Bw 'mi°n Dxa /,D(
Ry
Miml ProdRl
`\�Nriiirryr�p/�
A. LYNN MILLER, P.E.
FL P.E.9 58705
i
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS. (1) S' FROM EACH SIDE OF SASH.
MAX. VENT DAVUGHT OPENING •�
INSIDE J I }/ IL
�..�—.AX FIXED LITE DAYLIGHT OPENING
MAX. WIDTH
SECTION A -A
INTEGRAL FIN Of.) FRAME SECTIONS INSIDE
47 50
2.
HIGH
BIµ z
1 LOW
HIGH SILL 48 LOW SILL 1 HEAD JAMB OUTSIDE
68LF2.710
, FRAME Iq
_ — — �-- 53 SII
OUTSIDE I
( 52) (LOW SILL)
SEE NOTE ABOVE
ONLY 1
12 ONLY
ULTRALIFT
ONLY
P.O.BQ%i4A
NOK s, n N2"V4fEf7 arras* BN700
NOTE: BALANCE PARTS USED
BASED ON SASH WEIGHT
9,10,11,15,16
SECTION C -C
RADIUS TOP
DETAIL " FLANGED V
5 + if 1 I0I0•20
PR.r�iaMa®. rr,w C�gg
B.Wrrel 9 r7A21
..dm Dae
M p6Puo6et
�uinnr
S ; : �W�ENSF • .. 9
No. 56705
�+• C1 ST IS / f?/
STATE
ILLt
A L7/IW4711C KP' E.
FL P.EA WM
♦•.--2.764
,rte �
O FLANGE FRAME HEAD
X400TA, 8083-T6
1.749
2710
.oat
O FLANGE FRAME JAMB
X4004,808376
(USED AS RADIUS TOP HEAD)
.062
2.830 2.330
J� I�
f.---2.784--�
O FLANGE FRAME SILL (LOW)
X4003C. 808&TB
1
.062 .490
-•
�1.451--17
OSASH STOP
p4028, 8063-75
1.342 ff
.002 .t55
I 1.707
050
1.098
21 FIXED MEETING RAIL
23 SASH TOP RAIL
N4008C• 9083HS•TB
X4054a 8063ND-T8
sw"-8
(USED WI GRILL KIT)
2*6
3.4148
.L
12.784—�7
69 FLANGE FRAME SILL (HIGH)
".A. W:T6
I.F. FRAME C SEALANT ALONG ENTIRE JOINT
III —I.F. FRAME
WELD
ALONG
SCREW
BOSS (2)
I SEALANT OR GASKET
AT HEAD AND SILL
L J.73s
VIEW D -D VIEW E -E
8 VIEW HEAD 8 SILL. RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH STOP COVER FRAME CORNER CONSTRUCTION
17 X4053.8083.75 J
,-'�T— .878
2.325—� I
07} i 9 41 GLAZING
1 X40998.806375
1.979
oez 31 SASH SIDE RAIL
X4008, 6o63Ts
28 SASH BOTTOM RAIL(LOM
X4 007, 6083.T5 ,050
(---2.328—I
i, ry— J
.062
68 SASH BOTTOM RAIL (HIGH)
X4051a 8085-T5
Coro 16cRNOLom oRNe
R. VFNN,'C.Raaro
P.0.60% WP
N01(OIA6. R W/�
44 GLAZING BEAD 7116
X4222,8083.75
45 GLAZING BEAD, 7/16"
0985C.6063•T5
(USED WI GRILL KIT)
.683 .050
T-1 1 1.097
48 GLAZING _B1 3/11
X4087, 80.T5
& FRAME CORNER DETAIL
7 -11 1 4010.10
No. 50705 '
Fl P.El 58705
050
1.098
42 GLAZI BEAD 5/16"
5
P a 145-
noel �w 21
sw"-8
(USED WI GRILL KIT)
7
1-
M�Iw Piodu
.683 .050
T-1 1 1.097
48 GLAZING _B1 3/11
X4087, 80.T5
& FRAME CORNER DETAIL
7 -11 1 4010.10
No. 50705 '
Fl P.El 58705
QUANTITIES FOR 1/1 FLANGED WINDOWS
WINDOW GLASS
WIDTH TYPE
C,D,E,F,G
19.125 H,I,J,K,L
AB,M
C,D,E,F,C
H,I,J,K,L
24.000
AB,M
C,D,E,F,C
H,I,J,K,L
32.000
AB,M
C,D,E,F,(
H,I,J,K,L
37.000
AB,M
P8
C,D,E,F,1
40.000 H,I,J,K,L
AB,M
Pf
C,D,E,F,,
44,000 H,(J,K,1
AS,M
48DDD H,I,J,K,L 121212122223222334 z333J9 caa» -- - - -
AB,M1-2T21212
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2
2 2 2 2 2 2 213 2,2 213 314 213 3 3 314 2;3 314 34 213 314 3 6 3 3 3 4 315 3 3 4 5 4 6 3 4 5 6
4PIF79 7BC,D,2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 2 3
53.125 H,I,2 2 2 3 22 2I3 34 23 3 4314 2;3 3143[4 3�3 3'4A2 2 22 3 2 3
2 2 2 3 2�2 23 3 4 23 3 4 3 4 2;3 3 4 34 3'3 3 4 315 3 3 4 4 4
WF
;u. enr+e E ApCH4NOE87Nf89NEE7 GE SPACING,
� ANCHORA'
+ororecnnaocr Owv[
W. +uo7n+ D NDCJNAKiE87H18&IEEI ".vBHae.k�ns ALUM. SINGLE HUNG WI
I.R. 040+n/ C NO CN4M,#9TNd H//EE7 Po. BOX retB �,y� r
HOXONIs.n>.n. V4+6l7 OHNe S NTS 8 + i1
F.K 72=08 I-ji"l 7 W7 I...
TABLE KEY:
MAX. PSF
(DP LIMITED)118
ANCHORAGE NOTES:
HEAD2
rAFbdd�
owlanacoa
JAM ABOVE 23
Ig
A 'nlfwl Orb
TABLE 5.
JAMB BELOW
M
MTG. RAIL
1. ANCHOR TYPES: 1.1/4' ELCO TAPCONS
2 -1/4' ELCO SS4 CRETE -FLEX
3-#12 SCREW$
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOMING DIMENSIONS.
u+nlrl
HEAD
LYNN Mq
58.603
64.603UU
:��:'�\GENSb-''.�.p .
v�':
76.000
No. 58705`
Z
Z c+ O
2
� 2 M
� Z
2
" O
U'U
A. LYNFIMILLE'A, P.E.
Up
�j
U
O
U
U
HEAD. 1811V MAX FROM TOP CORNERS
JAMBS -171/2' MAX. FROM TOP CORNERS
1
1 1
1
1 i
1
1
1S MAX. FROM BOTTOM CORNERS
!2222222222232233
8'M AX. BELOW MTG. RAIL
SILL - ANCHORS NOT REWIRED
1
1 1
1
1 1
212 2 3
1
2 2
1
3 3
3• WANTITES USING THELL PER THE -OR
DIMENSIONAL CRITERIA OF
1
1 1
1
1 1
1
1
NOTE 2.
3 2 2
2 2 2 3
2 2
2 3 313
2 2
31 3
4, TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
1
1 1
1
1 1
7
1FLANGED
WINDOWS. INTEGRAL FIN DIMENSIONS
32222232223332233
ARE 1'LESS.
1
1 2
1
1 2
1
1
5. ncglGN PRESSURE LIMITATIONS:
3 2 2
3 3 3 4
3 2
3 3 314
3 3
4 4
61ZE BLOCKS OF THE ADJACENT TABLE WITH A
1
1
1
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
1
3 2 2
1 1
3 3 3 4
1
3 2
1
3
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS BJ BOLD. OTHERWISE. THE
2
1
2 2
1
2
SIGN
1
4 213
2
3 3 3 4
9 3
314 31 6
3 3
4 4
PRESSURE FORTH
RESPECTIVE SIZE
1
2 2
1
2 2
1
2
AND GLASS TYPE S
AVAILABLE.
48DDD H,I,J,K,L 121212122223222334 z333J9 caa» -- - - -
AB,M1-2T21212
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2
2 2 2 2 2 2 213 2,2 213 314 213 3 3 314 2;3 314 34 213 314 3 6 3 3 3 4 315 3 3 4 5 4 6 3 4 5 6
4PIF79 7BC,D,2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 2 3
53.125 H,I,2 2 2 3 22 2I3 34 23 3 4314 2;3 3143[4 3�3 3'4A2 2 22 3 2 3
2 2 2 3 2�2 23 3 4 23 3 4 3 4 2;3 3 4 34 3'3 3 4 315 3 3 4 4 4
WF
;u. enr+e E ApCH4NOE87Nf89NEE7 GE SPACING,
� ANCHORA'
+ororecnnaocr Owv[
W. +uo7n+ D NDCJNAKiE87H18&IEEI ".vBHae.k�ns ALUM. SINGLE HUNG WI
I.R. 040+n/ C NO CN4M,#9TNd H//EE7 Po. BOX retB �,y� r
HOXONIs.n>.n. V4+6l7 OHNe S NTS 8 + i1
F.K 72=08 I-ji"l 7 W7 I...
TABLE KEY:
MAX. PSF
(DP LIMITED)118
PRS
HEAD2
rAFbdd�
owlanacoa
JAM ABOVE 23
Ig
A 'nlfwl Orb
ml RAIL
JAMB BELOW
M
MTG. RAIL
(FULL DP)
u+nlrl
HEAD
LYNN Mq
JANBABOVE
2 3
:��:'�\GENSb-''.�.p .
v�':
MTG. RAIL
No. 58705`
JN+B BELOW
NITG. RAIL
7W, IMPACT
��
A. LYNFIMILLE'A, P.E.
4040.20 E
FL P.E.Y 58705
QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS
WOJDOW GLASS
WpTH TYPE
C,D,E,F,G
H,I,J,K,L
19.125
A,B,M
II 24.000HI
I` A,B,M
II 32.000 A,B,M
II 37.000
A,B,M
(I 40.000 AI BM
µ.000 HJ,J,K,L 1 1 1 1 1 1 2 2 2 k 2 2 Z 3.3 Z Z J
A,B.M 2 2 2 2 2 2 2 2 2
-iF, -1Ti 1T-1 —2T2d -2T22'2 2 2 313 2 23
PS F d6 74 51 74
C,D,E,F,G, 2 _2 2 2 2 2 2
48.000 H,I,J.K,L 1 1 1 1 1 1 2 2 212 2 2 3
A,B,M 2 2 2 2 2 2 2
1 1 1 1 1 1 2 2 212-421231
vSF 41 B7 46 67 76 79
�2 2 Z 2 2 2 3 2 2
53.125 H,I,J,K,L
-iLi 1 1 1 1 2 2 2 2 2 2 3 3 313 3
ilt 1 -Ti 121 222 22212(2 3T 313 3(
2 2 2 3 2 2 2 2 2 3J41
2
314 313 313 4 4 $13 114 4 4 313 414 4'5 4 4
222 3 2 2 2 2 2 323 4 3 3 3 3 4 4 3 3 414 414 313 4�4 41514 4
3 2 3 3 2 3 3 2 3 3 2 3
443134444334441. 3'34455435145
3 2 3 3 2 3 3 2 2 3 2 3
4 4 33 414 4 4 3 3 4 4 414 313 414 5 4 4 3 5 4
Toro � ��� DRe ANCHORAGES
N. veWCE.n WIs P�T ALBUM. SINGLE
WE R.o.eox+w �
KOKda4.nsaee vwbb7l< slrroo NT:
31315131 TABLE KEY
ANCHORAGE NOTES:
TABLE B
1. ANCHOR TYPES: 2 -114' ELCO S% CRETE-FUEX
3 - $12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
OF LIMITED) 117
r6.000
2 2
3
0O
FOLLOWING DIMENSIONS:
�et�;moe�a�g a
3 3 5 4
HEAD -18V7 MAX. FROM TOP CORNERS
BY P a4
2 2
JAMBS .17117 MAX. FROM TOP CORNERS
1
1
15' MAX. FROM BOTTOM CORNERS
2 2
3 2
8' MAX. BELOW MTG, RAIL
1
1
SILL- ANCHORS NOT REQUIRED
2 2
3 2
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
1 i
2 2 3 2
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
1 1
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
2 2 3 2
ARE 1' LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITAUC17ED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
1 1
{ 3 2 4 3
1 1
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
1 3 2 4 3
MAXIMUM DESIGN
9 + 11 4040.20 E
PRESSURE FOR THE
RESPECTIVE SIZE
1 2
AND GLASS TYPE IS
:I.. ; Te
AVAILABLE.
31315131 TABLE KEY
MAX. PSF
2 2
3 3 5 4
OF LIMITED) 117
NRooDDuclIMVLSPD
rr7ror..Re ar From.
2 2
3
Bmm„K cove
*D'l1
JAMB ABOVE 3 3
�et�;moe�a�g a
3 3 5 4
MRG RAIL
JAMB BELOW
A4TG. RAIL
4
BY P a4
2 2
4 3 5
423 514
FULL DP
Iµnurrl
HEAO 2
JAABOVE 2
MB 2
,'/
����*vcr'Ns�c ,P
2 3
4,3 5
MTG. RAIL
4
f. No. 58705
2 3
JAMB BELOW
_ !
07r1:
I4 3 5.4
MTG. RAIL
vs�w`
;O�•.,
CING, STANDARD
VIEW
% FS1Sf�ortluP,.��, `
Viii ONAI. E `'
ING WINDOW, IMPACT
A. LYrfdl•(.ALLE'd, P.E.
FL P.EJ166705
9 + 11 4040.20 E
ANCHOR QUANTITIES ABOVE MEETING RAIL EAD b JAMBS CUSTOM FLANOED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7.
H
MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HTB
ANCHOR QUANTITIES
HEADS
AT JAMBS
JANE ABOVE
BELOW
WINDOW HEIGHT MINUS SASH HEIGHT FROMTAB
.8.
u ,9.08
TABLE
TABLE 8. KEY:
SUBSTRATE:
O
17.125
O
U
22.608
O U
O
28.211
33.754
ppNZ
39.296
44.839 $11.362
Zp
ZNON ZpHON
ZN,n0
^OJM
12.776
FULL DP
B
Z2m0
O10
Zero
,
z^z O'+OHZ^2ln
�V V� V USS
V^�
27.776ANCHOR
^U
,";ZONAL
tl-5.7764--jj�,-776
0�Q�X-UN
>319.125
FL P.E.058705
^
K b
"' ^
>
yr
33
ti £
2S
^ «
r b ^ K
b
Ss cg cS b
WIDTH
33
2 2
1
2 2
2 2 2 2
2 2 2
2 2 2 2 2 2 2
19.126
1
1
1 2
D,E.F,.
2
2 2
2 2 2 2
2 2 2
2
2
2 2
2
2 2
2
2 3 2
3 3
2 3
3 3
3
K,L 1
1
1
1
1
1
2
1
2
1
2
1
1
1
1 1
1
1 1
1
1 1 1
1 1-.
79
4
D,E.F,J.
24.000 1(,L I
1.
1
_ 2
- 2
2
2
2
2 .. 2_
2
3 3
2
3 3 2
3 3
3 3
3 3
D,E,F,J, 1
1
1
1
1
1
2
1
1 2
1
1 1
1
1 1 1
4 3
1 1
4 4
1 1
3 4
1 1
6 3
1
5
32.000 K,L 1
1 1
1
2 1
2
2
3
2
3 3
3
3 3
2
3
3 4 3
4
4 5 3 4 1=4
37.000
PSF
D.E,F,J, 1
1
1
-T
1
79
Z
2
1
2 2
1
2 2
1
2 2 1
2 2
4
1 2
4 5
2 1
5 4
2
5
K,L 1
1
1
2
2
2
3
2
3 3
3
0 3
9
3 4 3
4
73
58
PSF78
3 4
79
4 5 3
78
2
78
2 2
2
2 2
2
2 2 2
2 2
2 2
2 2
2
40.000
U.E,F,J. 2
K,L 1
2
1
2
1
2
2
2
2
2
2
2
3
3
3 4
3
4 4
3
4 / 3
5 4
4 5
5 4
8
PSF 79
76
79
77
78
79
79
2
2
2 2 2
2 2
2 2
2 2
2
44.000
D,E,FA 2
2
2
Z
2
2
2
2
2 2
2
2
6 5
4 5
5 4
6
K,L 1
1
1
2
2
2
9
3
3 4
4
4 4
3
5 4 3
PSF 78
79
70
78
79
71
79
79
78
3 2
2 3
2 2
3 2
2
48.ODO
D.E.F,J, 2
2
2
2
2
2
2
2
Z 3
2
2 2
2
2
5
4 8
6 5
6
K,L 1-
_.1__
1
2
2
2
3
3
3 4
4
4 5
4
5 5 d
8
PSF 71
79
83
71
79
64
74
68 77
89
3
3 2
3
53.125
D.E,F,J, 2
2
2
2
2
2
3
2
2 3
2
5
8 8
5 7
8 5
7
K,L 1
i
1
2
2
2
3
3
3 4
4
4 5
4
6 8
ANCHORAGE NOTES:
1. ANCHOR TYPES. 2. NS
1N' ELCO SS4� E CRETE -FLEX
3.012 SCREWS
2, ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
DIMENSIONS:
HEAD. 18112' MAX. FROM CORNERS
JAMBS .171/3' MAX. FROM TOP CORNERS
11 12- MAX. ABOVE THE MEETING RAIL
r MAX. BELOW MTG. RAIL
15' MAX. FROM BOTTOM CORERS
SILL. ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 518' MIN. TO 38' MAX.
S.
TABLE WIDTH AND EIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1' LESS.
6. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE AMAXIMUM
SIGN OWN BOLD. URE WITH THE TT O OE
OTHERWISE. MAXIMUM DESITY OF IGN
SHNGN
PRESSURE FOR THE
RESPECTIVE SIZE AND
GLASS TYPE IS
AVAILABLE.
ra reclwoLonr oR.va ,
N. VEN6E.RNTrS ALUM.S/NGLE HUNG WI
vA. eox Owu
NCItOMi6. R N2r� tMbl� Bsren -';� I NTS1 10 � 11
TABLE 7. KEY:
MAX PSF
(DP LIMITED)112
I•IEAD 2
JAMS ABOVE 2
KI TG. RAIL
LFULL DP
MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HTB
ANCHOR QUANTITIES
HEADS
AT JAMBS
JANE ABOVE
BELOW
PROUp1' s-AdU
r��olrNa »aK ua FtaKd.
MTG. RAIL
u ,9.08
TABLE
TABLE 8. KEY:
sv�
MAX. PSF
(DP LIMITED)112
011 I I1
JANE BELOW1
SASH HEKiHT
LYNN
MTG. RAS.
SUBSTRATE+-
12.776
FULL DP
B
• Na. 58705',r4
JAMBBELOW
,
_
21.778 24.776
27.776ANCHOR
7 fS
A '•. v;
TYPE.ryWINDOW
,";ZONAL
tl-5.7764--jj�,-776
A WOMILL6. P.E.
4010.20 . E
FL P.E.058705
^
K b
"' ^
yr
33
ti £
2S
^ «
r b ^ K
b
Ss cg cS b
WIDTH
33
2 2
1
2 2
2 2 2 2
2 2 2
2 2 2 2 2 2 2
19.126
1
1
1 2
1
2
2 2
2 2 2 2
2 2 2
2 3 2 2 3 2 2
24.000
2
1
1 2
1
2 2
2
3 3 2
3 4 2 3 4 2 3
32.000
1 2
1 1 F2
2
2 1
2 1 3
1 2 1
2 3
2 3 3
37'000
79
3 3 3
3 4 3 3 4 3 4
2
1
4 2
2
2 3
2
3 3
2 3 3 3
40.000
74
3
3 —4-F-3
3 4 F-1-4 4 3 4
2
2
2 2
2
2 3
2
3 3
2 3 3
44.000
68
78
3 4 3
4
4 5 3 4 1=4
2
2
2 2
2
2 3
2
3 3
3 3 4 3
48.000
69
72 78
4 4 3
4 5 3 4 5 3 4
2
2
2 2
2
2 3
2
3 4
3 3 4 3
53.125
73
58
60 72
3 4
_
3 4 4 3
4 5 3
4 5 3 5 53 5
2
2
2 2
2
2 3
3
ra reclwoLonr oR.va ,
N. VEN6E.RNTrS ALUM.S/NGLE HUNG WI
vA. eox Owu
NCItOMi6. R N2r� tMbl� Bsren -';� I NTS1 10 � 11
TABLE 7. KEY:
MAX PSF
(DP LIMITED)112
I•IEAD 2
JAMS ABOVE 2
KI TG. RAIL
LFULL DP
HEADS
JANE ABOVE
4
PROUp1' s-AdU
r��olrNa »aK ua FtaKd.
MTG. RAIL
u ,9.08
,toll
TABLE 8. KEY:
sv�
MAX. PSF
(DP LIMITED)112
011 I I1
JANE BELOW1
2 1r�
LYNN
MTG. RAS.
OqV
FULL DP
B
• Na. 58705',r4
JAMBBELOW
,
MTG. RAIL
"v.Ct• D•
7 fS
A '•. v;
MOM VIEW
,";ZONAL
;w IMPACTE�.
~�
A WOMILL6. P.E.
4010.20 . E
FL P.E.058705
,EXTERIOR INTERIOR WOOD
(ALL J AMS DETAILS)
EXTERIOR
(ALL NERD AND SILL OETAIL) (SEE
i -3M' MW EDGE
WOOD BUCK
(SEE NOTE 4)
(S
CONCRETE ANCHOR 2z WOOD BUCK
OR CMU SUBSTRATE (SEE NOTE 4) ®
(SEE NOTE 1 d 3) (SEE NOTE 4)
3.38 KSI MIN.
CONCRETE N:
DETAIL C
1 3/8" MIN., 1/4" TAPCON
TYPICAL FLANGED JAMB ANCHORAGE
-_
.:
- .1314'MIN., 114"CRETE-FLEX
OPTIONAL 1x
--
(SEENOTE 4)
1/4•
1l4"
MAX.
DETAIL
A SHIM DETAIL
r6oDuc-r R1:�Is8n
mvn0lYiMs»ilh tAe F4ni4�
TYPICAL FLANGED HEAD ANCHORAGE
_
r 1 14 — --{
Mm. 1/4" MAX. SHIM -1
tAr MAX. BHMA-�{ 1--
• 1.3/4• MIN EDGE
CONCRETE ANCHOR.
FH BELOW MEETING
RAIL. (SEE NOTE 1 & 3)
NOTES.'
1. FOR CONCRETE APPLICATIONS IN MU•MI-DADE COUNTY, USE ONLY MIAMI -DADS COUNTY
ANCHOR APPROVED 114' ELCO TAPCONS OR 1/4' SS4 CRETE -FLEX. MINIMUM DISTANCE FROM
NOTE 2 d 3) ANCHOR TO CONCRETE EDGE IS 1314'.
2. FOR WOOD APPLICATIONS IN MIAMI -DARE COUNTY, USE M12 STEEL SCREWS (GS) OR
1' MIN. EDGE 1/4' SS4 CRETE -FLEX,
3. FLAT HEAD ANCHORS. WHERE REGUIRED. MUST HAVE B12 TRIMFIT HEADS.
4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1. ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1 1/2'. tz WOOD BUCKS ARE OPTIONAL C UNIT CAN R
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2z ARE
1 318' 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
C� MIN. ENGINEEFOR RED BV OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
S MUM STRENGTH OF
6063 5 ANO A MINIMUM T TO LOF 1 9" TTHICK. THE ALUMINUM STTRUCTTERIAL SHALL BE A IUIRAL MEMBER SHALL BE
114' OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
MAX. SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SMALL BEA 412 SHEET
SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE
B ME7. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
1 3/8' MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REGUIREMENf,
MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. ME INTO CONTACT
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT CO
I —� WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT.11 1' MIN.EEDITION.
WOOD ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2 S 3) ^
INTERIOR
3.35 KBI MIN. CONCRETEI�1
OR 1.5 KSI MIN. CMU
(ALL J AMS DETAILS)
EXTERIOR
1x BUCK OPTIONAL WITH SOLID CONCRETE
WOOD BUCK
(SEE NOTE 4)
(S
ID
OR CMU SUBSTRATE (SEE NOTE 4) ®
DETAIL C
DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4'
518' MIN. EDGE
1/4•
MAX.
2-112' EMBEDMENT SHIM
_ -- WOOD FRAME
-- —
_
MAX.
SHIM
r6oDuc-r R1:�Is8n
mvn0lYiMs»ilh tAe F4ni4�
—WOOD FRAME
5/8'MIN EDGE
Att�vrmrw No .l Q 19.'s
E.wr.l.m, Iwr�'Rtir'ID4I
.131'DIA MIN.
% 2 tl2" NAIL
11Y
Imar rrodrl Cnoxol�
2-1/2"EM EDMENT
.131' DIA MIN
AT CORNERSAli.
AND 5' O.C.
WOOD FRAME
z 212' NAIL, I
—
ATCORNERS
AND S' O.C. SW MIN. EDGE
,131" DIA. MIN.1
x21/2'NAL
�r1.41�N LYNA/ /d/,rrrir
.
MAX.
AT CORNERS
(�---+�-2.12'EMSEDMENT�1GENyF'.
`��fiYa+;•••• .
SHIM
AND 5"0.C.
DETAIL G, (SILL)
-k
Na _
DETAIL F. (HEAD) DETAILS (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
PA. xrJOf lOti r.rwr
NOxdAM.rtf1IIN l2rbb Bern. y/y/pp NTS 11 .11 4040,20