HomeMy WebLinkAboutNOA; Series SH-700 Aluminium Single Hung WindowFILE COP`
M IA_M I.DADE MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES (RE' R) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 1a (786) 315-2199
NOTICE OF ACCEPTANCE (NOA) �s��.miumidade.gov/ecnnamY
PGT Industries, Inca
1070 Technology Drive
North Venice, FL 34275
Scon,:
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 (AID).
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 duality 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.
REP, reseives 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
ON: Series "811-700" Aluminum Single Hung Window — L.M.I.
PPR$'6zTNT: Drawing No. 4040-20, titled "A uni. Rngle Hung Window, Impact", sheets 1
through l l 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.
TERAnNATYON 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-9 16-0714.06 ana consists of tlris page 1 and evidence pages E-1, )-2 and E-3, as
well as approval docurnent mentioned above.
1"lne submitted documentation was reviewed: by Manuel Perez,.P.E.
NOA No. 17-0630.08
/ Expiration Date: March 26, 2021
G� Approval Date::Navembe.r 30, 2017
jjj ]Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted raider NOA No. 05-1018.01 and D7-0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 • of 11, dated 09101105, 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 aluminuun 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 Tes•tizng Laboratory,
Inc., Test Reports No. i.TTL-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 fn. 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 sander 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 alumintun 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)
i
Manuel erez P.E.
Product Cohtro Ex� hitter
NO.A No.-0630.08
Expiration Date: march 26, 2021
Approval Date: November 30, 2017
le,-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONVNUED)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
5.
6.
7.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with narked -up drawings and installation diagram of an aluminum single hung
window, with fin fame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted raider NOA No. 05-1018.01
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. 05401 S.01)
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) Walter 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 2411.12.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single lung
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
Edinundo Largaespada, P.E.
(Submitted tinder NOA No. 05-1018.01)
Test reports on:, 1) Unifortu 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 F I`L-4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edtnundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
Scott archer studio, inc.
Sudainablc Architecture - lntarlors - Planning - Consulfiny
Review is for general contractor conformance with the
design concept and the contract documents. Any action
taken is subject to the requirements of the plans and
specifications. Contractor is responsible for verification
of all dimensions, fabrication, means and methods of
construction and coordination with all other trades.
Nothing marked on these drawings authorizes changes
In the construction cost or contracted time frame.
® NO EXCEPTION TAKEN
❑ REJECTED
❑ REVIEW AS NOTED
RESUBMIT: ❑ YES
® NO
E-2
Manfief ere P.E.
(� Product Contr I Exafniner
NOA No. 7- 30.08
Expiration Date: March 26, 2021
Approvai Date: November 30, 2017
DATE: 03.28.18
BY: Archer
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 6th 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 CERTIFT.CATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (NIA)
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. STATEME' NTS
1. Statement letter of confornwance, complying Nvith FBC 5111 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 72, 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.
(Mubmitted touter NOA No. 07 03.22.06)
4. Laboratory compliance letter for Test Reports No. F".iTL-4646, FTL-4647, FTL- 4648,
FTL-4649, FTL-4650, and 11TL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Sttbinitted 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 tinder previous NOA No. 16-0714.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.06, issued to P(.rT Industries, Lie. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21. L�:) .
an» r z, P.E.
Product Coy{ roI E. aminer
NOA Ili .-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 21
q16" LAVA 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 118" ANNEALED GLASS AND (1) LITE OF 1/6" HEAT STRENGTHENED GLASS WITH A
.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 1/6' HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7/16' LAMI CONSISTING OF (2) LITES OF 311V ANNEALED GLASS WITH A .090" KURARAY TROSIFOL!' PVB (BY KURARAY AMERICA, INC.)
OR _090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE 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)
F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL 6PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116 LAMI CONSISTING OF (2) LITES OF 118"ANNEALED GLASS WITH A
.090" KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLELe PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H.13116" LAMI IG. (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE
OF118" HEAT STRENGTHEN EDGLASS WITHA.090"KURARAYTROSIFOO PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLE('PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
I. 13116" LAMI IG: (1) LITE OF 11W TEMPERED GLASS, AN AIRSPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS
WITH A .090" KURARAY TROSIFOL' PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLE)(" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
J. 1all 6" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIRSPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" 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 AIRSPACE AND 7116" LAMI CONSISTING OF (1) LITE OF 311 6" ANNEALED GLASS AND (1) LITE
OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOIT PVB (BY KURARAY AMFMCA, INC.)
OR .090" SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIRSPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS
WITH A.090" KURARAY TROSIFOL PpVB (B(BY KURARAYAMERICA. INC.) OR .090" SAFLEX" PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
M.13116" LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI 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)
2. CONFIGURATIONS: "OX (171, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 13, 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, ASO.
CODES/ STANDARDS USED:
�201T PLORIDA BUILDING CODE (FBC), ETH EDITION
-2014 FLORIDA BUILDING CODE (FBC). STH EDITION
�ASTM E1300-04
•ANSI/AF&PA NOS-2DiS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL. ACM-2015
:AISI 5100.12
�AISC 36D.10
NOA DRAWING MAP
SHEET
GENERAL NOTES.............1
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
Matedal
Min. Fy
Mtn. F
Steel Screw
92 ksi
120 ksi
EICo UItmCor0
155 ksi
177 ksi
410 SS Elco CleteFlex(D
127.4 Is(
189.7 ksi
6063-7S AGminum
16 ksl
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
4. ANCHORAGE: THE 331/3% 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.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL-4845, FTL-4646, M-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651. FTL-4723, FTL-4957, FTL4958 AND FTLSC63.
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
S. SERIESIMODEL DESIGNATION SH700, ALSO 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 GLAZJNG OPTIONS WITH TEMPERED CAPS (C-L) ARE ALLOWED.
11Y70 TECHNOLOGY DRUE
N. V2NiCE, fl.342T
(941)463-16M
TD F8C2D17. CERT. OF AUTH, tl29296
3ENERAL NOTES
ILUM. SINGLEHUNG WINDOW, IMPACT
smoo NTS I 1 - 11 ' 4040-20
a c"mry ♦Ath tl>r-'Lv s
A.=t =No_ T-D&Aen:
(I``tytltuUl
LYNN
i
No. Sam
�pQ �STAaz
OF �•�
A LYNN MILLER, P.E.
FL P.E, 68705
GILASS BITE U I � �I I I I III VT NOM.
GLASS BITE
Party
Description
Material
71
Kommeding 4SG TPS Spacer System
See this
Sheet for
Materials
72
QuanexSuper Spacer nXTWBhHot Melt Butyl
73
Quanex Duraseal Spacer
74
Cardinal XL Edge Spacer
1/8" ANNEALED ORPAT STRENGTHENED GLASStt
3/16" ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB lNTERLA R 090 PVB INTERLAYER
1/8"ANNEALED R HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS
5116" NOM. 7/16" LAMINATED
5116" LAMINATE SS 80,81 or82 7/16'" LAMINATED GLASS 83,84 or85
71-74 71-74 a EXTERIOR INTERIOR
1 (ALL SECTIONS)
"PVB"
KURARAY TRDSIFOL10
1/2' NOM. 112" NOM. PVB INTERLAYER
GLASS BITE 46 GLASS BITE or
SAFLEXOPVB INTERLAYER BY
} EASTMAN CHEMICAL COMPANY
70 38 70
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
118" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
5116" LAMINATED T/16" LAMINATED
AIR SPACE AIRSPACE
118"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS
13116" NOM. 13/16" NOM.
13/16" LAMI IG GLASS W/.5/16" LAMI 86.87,88 or 92 13116" LAMI IG GLASS W/ 7/16" LAME 89,90 or91
STRUCTURAL
DLYISOBUTYLENE
WITH DESICCANT
EXT. GLASS—,y
KODISPACE
04SG TPS
STRUCTURAL
SILICONE
1W NOM. FOAM
WITH
DESICCANT
EXT.GLASS
4T. GLASS
'-MELT BUTYL Re
•
- 3115' NOM. 5/1 e
BUTYL &
DESICCANT
FOAM
EXT. GLASS
SUPER
72 SPACERWNXT'm
GLASS
I IR I DWW7 I G INC CHANCES THIS SHEEE I
POLYISO-
BUTYLENE
SEAL
ROLL -FORMED _
STAINLESS STEEL
EXT. GLASS-•1
\--INT.GLASS
za DURASEAL'D
SPACER
170 TECF4JOLOGY DRNE
N. VENICE, fl.3t275
(94t)490-1600
cERT. OF ALRN. #i9L96 P4,
y, XL EDGE'""
SPACER
5116" NOM.
GLASS
ALUM. SINGLE HUNG WINDOW, IMPAC
a�.nr.,e s� sw.e u"w•Ni
SMO Fu11 1 2 r 11 4040-20
NOTE:
LAM] IG OUTBOARD
LITES MAY BE
UPGRADED TO 3116"
WITH NO CHANGE IN
DESIGN PRESSURE.
r CL•UL'Z' nEir<Sais
:.s cam�Eyiac :vi!S:Iu-F7o:*..
RacoLwm Pk 11-C63V
X— ()Wf LYNAI
l
* NO.5B705
,� •.• STATE OF
QNAL E��:``,
A LYNN Itv1111L k P.E.
FL RE-' S8705
111 FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
GLASS TYPE 63" 66" 1 68" 1 70" 7
74"
TABLE 1.
78"
48"
A,B,M
+60.01 -80.0
+80.0 -80.0
+80.0
-80.0
1 +80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
50"
A.B.M.
+80.0 -80.0
+80.01 -80.0
+80.0
.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+79.0
-79.0
52
A,B,M
+60.0 -60.0
+80.0 j 40.0
+80.0
+80.0
-80.0
+78.8
-78.8
+77.3
-77.3
+75.9
-75.9
531l8"
A,B,M
+80.0 -80.0
+80.0 -80.0
+79.6
j-79�.r>
+78.2
-78.2
+76.9
-76.9
+75.4
-75.4
+74.0
74.0
UPTO53118"
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
-80.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 31V 44" 50 SI8" 63" .72" 1 74"
TABLE 2.
76"
48"
A,B,M
+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
50"
A,B,M
+80.0
-80.0
+80.0
-B0.0
+80,0
-80.0
+79.9
-79.9
+70.0
-70.0
+70.0
-70.0
+70.0
-70.0
62"
A,B,M
+50.0
-80.0
+80.0
-80.0
+80.0
-80.0
+76.9
-76.9
+70.0
-70.0
+68.8
-68.8
+67.6
-67.6
53118"
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
UP TO531/8"
C,D,E,F,G,H,I,J,K L
+80.0
-a0.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+70.0
70.0
+7D.0
1 -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
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN)
WIDTH 1 GLASS TYPE 1 17 1/8" 1 2211/16" 1 28 3118" 1 33 3/4" 1 39 5/16" 4413116" 1 SOWS" SS 15116"
531/8" 1 D,E,F,J,K,L`/9\+80.0 1 -80.0 1 +80.01 -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
LASS TYPES:
TEST REPORTS TABLE 4.
A 5/16" LAMI - (118"A,.090,118"A)
FTL-464.7, 4648, 4723, 4957
B. 5116" LAMI- (1/8"A,.090,1/8"FIS)
rTL-4647, 4648
C. 6/16" LAMI - (1/8"HS,.090,1/S"HS)
FTL•4647, 4648
D. 7116" LAW11- (3116"A,.090, 3l16"A)
FTL-4645, 4885
E. 7/16" LAMI - (3116"A.090, 3/16"HS)
FTL-045
F. 7116" LAMI - (3/18"H8,.090, 3/16"HS)
FTL-4645
G. 13116" LAMI IG -118" T. AIR SPACE, 5/16" LAM!- (1/6"A,.090,118"A)
FTL-4646, 4723
H. 13116" LAM] IG -1/8' T, AIR SPACE, 5116" LAMI- (118"A,.090,1/81-HS)
FTL4646
L. 13116" LAM] IG -1/8" T, AIR SPACE, 5116" LAMI - (118"HS-090,1/S"HS)
FTL4646
J. 13116" LAMI IG- 1/8" T, AIRSPACE, 7/16" LAMI - (31161A,.0GO, 3/16"A)
F7L•4649, 4650
K. 13/16" LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI - 16 A,.090, 3/16"HS)
FTL-649, 4650; 4958
L. 13116" LAMI IG-1/8' T, AIR SPACE, 7/16" LAMI - (3116"HS,_090, 3/i6"HS)
FTL-4649, 4650
M. 13116" LAMI IG-1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 118"A)
FTL-5063
"0"
MEETING RAIL
HT.
SASH
t
"0"
HT. MEETING RAIL
SASH
w kT.
-O" MINUS
SASH
-W HT.
MEETING RAIL
SASH
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION -ARE LIMITED TO A POSITIVE DESIGN PRESSURE O +64.0 SF 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 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM.
4. GLASS TYPES C, G, H, AND 1 MAY BE USED IN SASH ONLY
S. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL OP 1070 TECHNOLOGY ORIVE
LIMITATIONS. N, VENICE. FL 3MS DESIGN PRESSURES
(941) 480a50 1 7aa
7mv4er. cm0 'G - CERT.OFAUTK*797.96 ALUM. -SINGLE HUNG WINDOW, IMPA07
JR 05/Ofi/17 G NO CHANGES THISSHEET. sy„ xa"c n.+w7a
tVmmuy. na comma oea vGic� Ncu�P.e. 5�® 07
FJG 911105 _ _ _ _ J.J. 223/07 _ „u:,=„� sMioo NTS 3 1f 404020
T-2L`94iC1" REYuTi�,•
a: cariglyrrLc wi�u fs" :•''�''
fKi,Nwl1117/(
fi 2, i .?'ONYN!�2jr
Q�. •' GLCENSF •.•��
�! 1Yo.58705
call
ev
o N
A`LYNN SAILLER,\P,E.
FL P.E.# 58705
63118" MAX FLANGED WIDTH
521/8" MAX I.F. WIDTH
49 518" MAX. FIXED
DLO (ALL) -11 D jI
fi 175" MAX.
LF
SEE DLO 0 j , —J HEIGHT SEE
TALE — D
TAI
76, MAX.
FLANGED -
HElGHT
SEE DLO ` // 3MAX
TABLE x SASH SEE TA'
(MAX.) HEIGHT .
48 1/4" MAX
VENT DLO (ALL)
DETAIL A
1!1
75" MAX.
I
A I.F.
N
0 j
HEIGHT
76"
MAX.
4
FLANGED
�--�- HEI
HT
i
X
l `
SEE
NOTE4
DETAIL B
VIEW (STANDARD SASH)
B E I
�lI
75' MAX I 75" MAX
I.F.
HEI HT I E-J HEIGHT
SEE DLO SEE DLO
TABLE 0 TABLE O �ell,
76"MAX.
/ I FLANGED FLANGED
HEIGHT HEI HT
SEE DLO TASLE X j I SASH SEEDLOTABLE X �� SASH
HEIGHT HEIGHT
e I I
c ---1
75" MAX
l.F.
SEE DLO C HEIGHT
TABLE 0
i
76" MAX.
FLANGED
/ I � HEIGHT
SEE DLO �j SEE
TABLE I x % NOTE 4
DETAIL C
RADIUS TOP (STANDARD SASH)
DETAIL D DETAIL E
VIEW (CUSTOM SA_ SHl RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 T*HROUGi 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVER TWO FORMAT.
10 TECHNOLOrYOR PIE
N.VEN ICE, FL34275 LEVATIONS
1941) 420.160E M.
R.�ce�: ' aehmvc CERT.CFAUTH.R3296 ALUM. SINGLE HUNG WINDOW, IMPACT
JR 06/06/17 G NO CHANGES THIS SHEET. MPYR M OMIT s n.wm.t — — mow.
orn ' mrm Oabr rarwuu^PIF..ac. ® sHreo NTS 4 N 11 4040-20
F.N. SOX-5 JJ. 7!2ffi07 u�.GWSMMs
REVISED
g wiL'y @rr Fib: a
140 i?-0630. pgg
rntc Zo2f
I= 2.784"--j
INSIDE
MAX.
FIXED 71 $ O
LITE
G
DAYLIGHT
OPENING
25
t)
HEIGHT 11 "11—
OUTSIDE
MAX.
VENT
DAYLIGHT
SECTION B-8
(LOW SILL SHOWN)
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH.
INSIDE —
MAX VENT DAYLIGHT OPENING
I I t
ri
ioW'41 ENI
OUTSIDE
MAX. FIXED LITE DAYLIGHT OPENING
MAX. WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE
47
2.946
HIGH
SILL 1�2 LOW
2.330
SILL
49 48
HaHIGHSILL LOW SILL HEAD
2.330"
52 (LowsiLL)
SEE NOTE ABOVE
CHANGES THIS SHEET
U LTRALI FT
12 ONLY
(HIGH SILL)
54
12 ULTRALIFT
ONLY
ALTERNATE HIGH SILL
070 TECHNOLOGY DWE
N. VENICE. FL 3
I04114e0-16oO
CERT. OF AU7H. AUMS
2.710"
I.F. FRAME fl
�I
OUTSIDE
SECTION C-C
RADIUS TOP
(HEAD DETAIL - FLANGED VERS
SH700 I Pfaff 1 5 - 11 1 4040.20
NOTE: BALANCE PARTS USED
BASED ON SASH WEIGHT
9,ID.11,15,16
1
2.710"
3uiiding Cale .� n.., _
a.
71r : No. ss705
o ' SATES I� .��r
o Cr
,ass ._,DRroA-.-•G���.
�01VAL
A. LYNN IMILLER, P.E.
FL P.ET 56705
ITEM
DWG.#
DESCRIPTION
PGT#
1
4002A
FLANGE FRAME HEAD
612225
2
1155
#8 X1.000 QUAD PN. SMS -
781PQA
3
4003C
FLANGE FRAME SILL (LOWSILL)
612226
5
1626
ADHESNIE OPEN CELL FOAM PAD
7PAD1626
6
4004
FLAN GE FRAME JAMB
612227
7
4025
SASH STOP
612244
8
4025
SASH STOP (EGRESS) 1.125 LONG
612244
9
4029
SPIRAL BALANCE, 318", 5/8", OR 11/16-
10
1080
BALANCE COVER, 3/8" OR 5/8"
6BALCVR916
11
08 X.750 PH_ PN. SMS
7834AA
12
BALANCE BOTTOM BRACKET
7BALTBKT
13
1085/1086
SASH TOP GUIDE
42504
15
48X1 PHILLIPS FLATHEAD S. STL
78X1FPAX
16
1080-1
BALANCE COVER,11116"
6BALGVR670
17
4053
SASH STOP COVER
64053
18
4029-1
SASH BRACKET
7ULBRKT
19
4-8-32 X 112" LG_ PH. FH. TYPE F S. STL
7832X12FPFX
21
4054C
FDCED MEETING RAIL
64054C
23
4006C
SASH TOP RAIL
64006
25
1235
WSTP.,.170 X.270 BACK, FIN SEAL
67S16G
26
1096
SWEEP LATCH
71096
27
1016
#8 X.625 PH. FL. SNM
7858
28
4007
SASH BOTTOM RAIL (LOWSILL)
612230
30
1226
WSTP., BULB VINYL
6TP249
31
400B
SASH SIDE RAIL
612231
34
1268
SASH FACE GUIDE
42601
35
1622
LAMI SETTING BLOCK 3132"X25164"XI"
71622K
36
1052
LAMI IGSETTINGBLOCKI"X3WX1116"
71062K
37
1224
MNYLGLA? BEADBULB(THICK )
6TP247WK
38
1225
VINYL GLAZ BEAD BULB (THIN)
STP248K
41
4039B
GLAZING BEAD, 5/16 LAM. GLASS.
640398
42
4044B
GLAZING BEAD, SH6 LAMI W/GRILLKIT
644703
44
4222A
GLAZING BEAD, 7116" LAM
64222
45
985C
GLAZING BEAD,7116" LAM] VV/GRILL KTT
6985
46
4067
GLAZING BEAD,13MV LAMI I.G.
64067
47
4071A
FRAME, I.F. HEAD
64071
48
4072A
FRAME, I.F.LOWSILL
64072
49
4073A
FRAME, I.F. HIGH SILL'
64073
50
4074B
FRAME, I.F. JAMB
64074
52
4009
SILL LATCH (EGRESS) (LOWSILL)
764009
53
1068
SPRING, SILL LATCH (EGRESS)
7SPRNG
54
2740
SILL LATCH (EGRESS) (HIGH SILL)
62740
55
101A
SC REP NFRANCE(HOR_&VER.)
61014
56
1630
SCREEN CORNER KEYWRINGS
71530
57
1631
SCREEN CORNER KEYW/OUT RINGS
71631C
58
1073
SCREEN SPRING
AS
7P
59
1624
ISCREEN SPLINE-.135 DIA FOAM
61624K
X. VENICE. R. UM
(941) 480•16M
GERM OFAUTH.9=96
)WG.#
DESCRIPTION
PGT#
1635
SCREEN SPLINE-.135 DIA HARD
616351
SCREEN CLOTH
61816
505
GLAZING CHANNEL (.688 X.500)
{ 653340
1161
#6 X 1.000 PH. BUGLE TEK
706X1
GLAZING TAPE,1116 X 1/2-7/16 LAMB
62BV15'
1051A
SASH BOTTOM RAIL (HIGH SILL)
64051
1050A
FLANGE FRAME SILL (HIGH SILL)
64050
SILICONE, DOW 791, 899, 995 OR GE 7700
GLASS, 5/16" LAM, (116"A.090 PV8,1/B'A)
GLASS,5/16" LAW, (1/8"A.090 PVB,1/8"HS)
GLASS, 5116" LAMI, (1/8"1-IS,.090 PVB,118"HS)
GLASS, 7/16" LAMI, (3/16-A.090 PV8,3116W
GLASS, 7116" LAMI, (3/16"A.090 PVB,3/1(rHS)
GLASS, 7/16" LAM, (3116"HS,.090 PVB,3/16"HS) -
GLASS,13116" LAMA IG;118'T, AIRSPACE, 5/16" LAMI, (118"A.090 PVB,1/B"A)
.GLASS.13116" LAMI IG;1.8"T, AIRSPACE,5116" LAMI, (1181A.090 PVB,1/8"HS)
{ SB { I. GLASS 13/16" LAMA IG;1/8"T, AIR SPACE, 5116" LAM, (118"HS,.090 PVB,1/B_"HS) J
Si J. GLAS5.13116" LAN IG:116'T. AIR SPACE 7N 6" LAND, (3/16"A.090 PVB,3/16"A)
90 K GLASS,13/16" LAMI IQ 1/87. AIR SPACE, 7/16" LAMA. (3115"A,.090 PWL3/16"H5)
GLASS,13/16" LAMI IG;1/8"T, AIR SPACE, 7/16" LAMI, (3116"H$,.090 PVB,3/1 VHS)
92 I M GLASS. 13116" LAM IG: 118"A AIR SPACE_ 5/16" LAMA. (118"A.090 PV8.1/8"A)
2.784
1.830
062 T
47 FRAME, I.F. HEAD
ii4071A, 6063•T6
O FRAME, I.F. LOW SILL
#4072A,6063-TS
2.374
2.714 NOM
THHICIC KNNESES
S
u FRAME, I.F. JAMB
49 FRAME 50 I.F. HIGH SILL 040748.6063-T6
#4073A 6063-76 (USED AS RADIUS TOP HEAD)
PARTS UST
ALUM. SINGLE HUNG WINDOW, IMPACT
SH700 i rrs 6 d 11 404020
?FcGDUCT 1tE:' 15tU
as aacvlri� w;tL 1d+e r ">'�
5:?dix, Cede
ti6�r Dade7rcdxtCussu"S�
45CENSF ••, ��� '
Na. 58705 .• �
-o • C yam--
CSC •••�<OR101`.•= ��C
S `
,/A C FNh�I M LLE P.E.
FL P.E.r# 58705
1 �
I
.062
2.830 2-330
FLANGE FRAME HEAD
1
94002A,6063-T6-2.784
FLANGE FRAME SILL (LOW)
1.749 R4003c,6063-TS
2.710 I---1.513 - -{ 736
062 ASC 040
.06x i
OSASH STOP O O SASH STOP COVER FLANGE FRAME .IAMB 7 #4025, 6063-T8 17 #4053, 6063-T5
#4004,6063-T5
(USED AS RADIUS TOP HEAD)
---{ 1.342
062 2-1I55
t
21 FIXED MEETING RAIL
#4054A,6063HO-T619,,
3.446
-2.784---i
---- 2.279
1-77
.062
23 SASH TOP RAIL
#4006C, 6063HS T6
69 FLANGE FRAME SILL (HIGH)
# 4050A, 6063•T6
CHANGES THIS SHEET
1 or 47
/1/ rI.F. FRAME
n
SEALANT ALONG ENTIRE JOINT
II -- I.F. FRAME
6 or 54
WELD
6 ar50 ALONG
SCREW
BOSS (2)
SEALANT GASKET
I AT HEAD
AND SILL jSYIJ
l
VIEW D-D VIEW E-E
(111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION
-- —��.050 }-- ----
-- I 1.165 If 19 ,678
•0E2 1'349 41 GLAZING BEAD, 5/16"
#40396,6063-T5
28 SASH BOTTOM RAIL(LOW)
#4OD7, 6063-T5
676
O GLAZING BEAD 7116"
#4222,6065-T6
68 SASH BOTTOM RAIL (HIGH)
iMO51A, 6063-T6
170 TECHNOLOGY ORNE
N. VENICE. FL34Z75
{941)480-1600
CERT- OF AUTH.#29296
31 SASH SIDE RAIL
#4008.6053-715
I
.050 --k— •678
1.115 1--- —f
GLAZING BEAD, 7/16"
j #985C,6063-T5
(USED W1 GRILL KIT)
i
.050 676
%1 GLAZING BEAD, 5116"
vl/ (USED Wi GRILL
LKIT)
.683 O50
-1 11' 1.097
46 GLAZING BEAD, 13116" IG
#4067, 6053-T5
EXTRUSIONS & FRAME CORNER L& [AlL
ALUM. SINGLE HUNG WINDOW, IMPACT
SH700 Half I �7 1 11 " 4046-20
zaDUCT RE'45BD
"; nmp]yim'vith d;t, [ 0 a'rti".
1nwle yCone
Asaro'.estm 17- O&ZO
NoNY•LYN&M
* : No. 58705 1
E�tz `
A. C'(R1N�}f�R)�r .E.
FL P.E.# 58705
ANCHOR
QUANTITIES
FOR
111 FLANGED
WINDOWS
TABLES.
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4" ELCO ULTRACONS OR#12
WINDOW
HEIGHT
SUBSTRATE:
SCREWS 0 METAL
2 -1//4" ELCO SS4CRETE-FLEX
28.603
1
34.603
40.603 1
46.603
52603
58.60
64.603
76.0
ANCHOR TYPE:
Q
MONZ
O
ZMONZ
o
c2
ZMpNZ
o
o
c1
H ZM
NZ
U
H ZMONZ
n
U
Zn•MONZ
o
U
2MpNZ
n
U
L)
p
r
c1j
C)
U
p Z
3 -n12 SCREWS
WINDOW
GLASS
cv
O'
U
O
V
O
O"
U
O�
U
O
0
O
U
ni
�
O
U
O
U
c�i
O-
U
p
J
c T
O
O
O
O
N
O
U
o
U
c�
O
U
p
U
2. ANCHOR LOCATIONS ARE BASED ON THE
WIDTH
TYPE
�
�
�
�
FOLLOWIING DIMENSIONS_
HEAD-181/2' MAX FROM TOP CORNERS
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
1
1
1
t
H,1,J,K,L
_--
1 2
-- d
1:
..._..
1:1
..r_.
1:2
_ ......
1.1
;-
1 2
._ .......---
212
112
-
2;2
. V _
2 2
_.:___
2I2
..
2�2
_
2:2
_.
212
2'2
._
2j2
_...-�
2;2
2;2
-•---._
2j2
...r....
2;2
2-2
__
2 3
_
2j2
3(3
JAMBS-171/2" MAX, FROM TOP CORNERS
15'MAX.FROMBOTTOMCORNERS
19.125
6" MAX, BELOW MTG. RAIL
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
,qg (y
T-
1.2
. _ ,_.
1i1
..___..____....__
1i1
1;2
1 1
_.._.
1:2
_...__
2:2
....__...
112
-,_
212
.._,._
2j2
._.;---
2`.2
_.•._._
2`.2
__,_._
2 2
_
2j2
.-.,
2j2
__;_.
2;2
...
2.2
.........
2:2
..__...
2'2
.._ _-...
2'2
2 2
__�
2 3
.-.�-
T__
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
l
1
1
1
1
1
1
1
1
1
1
1
1
j
H,I,J,K,L
ij2
1Z
1j2
2'2
1:2
2 2
2:2
2:2
22
2jZ
2T2
2r2
2i3
2 2
2,2
2'3
2 2
2 3
3;3
2t2
3i3
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
1:2
1,1
12
24.000
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
t
1
1
1
1
1
1!2
1;1
1f
1;2
112
1;2
2!2
1;2
212
2;2
2s2
212
2;2
2 2
2j2
2j3
2!2
2 2
2j3
2.2
2 3
313
212
3!3
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE1^LESS.
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
H,I,J,KL
i 2
1'2
2i2
2j3
1j2
2j2
2I3
1 2
2'3
2i3
2:2
2;3
2ti3
2 2
2!3
3;3
2:2
3i3
3;4
3j2j3
3
3i4
313
4 4
5.DESIGNPRESSURE LIMITATIONS:
32000
SIZE BLOC KS OFTHEADJACENTTABLEWITHA
1
1
1
1
1
1
1
i
1
1
1
1
1
1
1
1
1
1
1
I 1
1
1
1
1
A g ly
1; 2
_ .__
1; 2
_._i.__......_
2' 2
2; 3
__.
1; 2
.__
2 2
-_•
2; 3
.__-..
1: 2
_...
2 j 3
.__ .
2 3
2. 2
_
2; 3
....-...
2! 3
__
2'; 2
_ ._
2; 3
,...,....._;..__
3 j 3
2; 2
.. __
3' 3
..__ _
3 4,
3; 2
_ _
3' 3
___
314
3', 3
4; 4
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD, OTHERWISE, THE
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
H,I,J,K,L
22
1 2
2;2
2j3
1j2
23
2�3
2:2
_
2!3
2;3
2f.2
2(3
2!3
2'3
213
3;4
2I3
3 3
3 4
3;3
3i4
3j5
3!3
4j4
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
37.000
6 SEENOTE4 SHEETII FORM1 tALSUBSTRATE
AgM
1
_2
1
.._..
1
..,_
1
..._...
1
......
1
_.__.....
2 ,..._......:.-
1
1
2
-.:..
1
.:._
2
.._......
2
__.
1
...__
2
.__,.
2
.._..........
1
2
...-
2
.--
1
2
2
1
2
2:2
1'2
2 2
2,3
1;2
2.3
2:3
2:2
2 3
2i3
2 2
2!3
2:3
2i3
2;3
3:4
2:3
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
Z
2
2
2
2
2
2
2
2
2
2
Z
2
2
2 2
2
2,
2
2
40.000
H,I,J,K,L
2'2
1:2
2 2
213
2:2
2j3
213
2;2
2j3
2!3
213
2;3
214
213
33
34
2 3
3 5 313
3 4
415
313
A B,M
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
12���.2
2
22
2(3
2.2
Zia
2'.3
2i2
23
2 3
23
23
2;4
2!3
3'3
3€4
2?
314
5 3:3
3'4
415
4;4
TABLE KEY:
MAX. PSF
PSF
79
C,D,E,F,G,
2
2
:._..-._..
2
__.
2
.-___..
2
_;......__._...___...--_--,
2
2
2
2
__r_.._____,__---
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
2;2
2 3
2;2'2!3
2 3
2:2
3;3
2:4
2j3
3:3
3I4
23
3 3
3':4
2'3
3j4
3:5
3;3
3:4
415
3 4
4:5
HEAD 2
JAMB ABOVE 2 3
2
2
2
2
2
2
2
2
2
2
2
2
Z
2
2
2
2
2
2
2
2
2
2
2
AB,M
2;2
2;2
2:3
23
2j2
3.3
2j4
2:3
3,3
3:4
2:3
3,3
3 4
2 3
3;4
3;5
3I3
3i4
4°5
3i4
4;5
MTG•�IL =.ccucr'wns
JAMB BELOW z �my,;;wi�toriyia
2 2
PSF
79
79
48.000
MTG. RAIL t�viiuin^ icd.
(FULL DP)
C,D,E,F,G,
HI,J,K,L
2
212
2
2 2
2
2 2
2
2j3
2
2j2
2
2j3
_2
3;4
2
2j3
2
3j3
2
3 4
2
213
2
3:4
2
3;4
2
2;3
2
3 4
2
3 5
2
3 3
2
3
3 5
2
3`3
2
4 5
3
4!6
2
3i4
2
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
,Sy
Ag,M
2 2
--. --.
2;2
2j2
213
-.._.
2i2
_.__.
Z3
_ I_.
3;4
2,3
3�3
3;4
_ i ...
2l3
.-.
3;4
- .....
3 4
2i3
- .
3j4
�_.
3 5
_._
3
._
3i
--
3:5
---..._._
3:3
_._
4;5
_-__.
4:6
_.,_
3;4
__
5'5
HEAD _ 2 hn' aerr,a
JAMB ABOVE 2.3
MTG.RAIL �.�`�0,AYLYN,v�`'�.,
PSF
72
79
79
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 �icsN f!
53.125
H,I,J,K,L
2i2
2i2
2j2
2 3
2,2
2 3
3 4
2 3
3:4
3;d
2;3
3r4
3`4
3:3
3:4
3 5 3.3
4 4
4,6
3:4
4.5
4:6
3;4
5:6
G+ RAIL �T� F�'
Ag,M
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
2!2
2:2
2(Z
2 3
2 2
2:3
3 4
2 3
3!4
3 4
2'3
3 4
3 4
3 3
3:4
3:5?3'3
4 4
4?5
3;3
4.5
4:6
3:4
45
FULL DP
y�q��
IMTECrwotOCYoRNE
KVENICe.FL34275
(841) 4804M
CERT. OF AUTH.$29296
tOPtPJGH:
�'ac.�is�
TSOtT
m
Tms
m
ANCHORAGE
SPACING, VI
,
WINDOWS
i� ••"toRIDI!,.•'
IMPACT '.;rS'/OJT"J'-••�NG���
a,.ma rm a..: A. LYNNItyI Ifti P!.
1"
404020 G FL P.E. 56705
ALUM. SINGLE
HUNG WINDOW
R0i°
JR
QS/RS117
A^�'�^�
G
NO CHANGES
7H15
SHEET.
A.Z.
7129106
t J.J.
2123107
-••r••
s7700
sme
MT$
s,.c
8 11
ANCHORAGE NOTES:
1. ANCHORTYPES: 1 • 1W ELCO ULTRACONS OR#12
ANCHOR
QUANTITIES
FOR
STANDARD
VIEW AND
RADIUS TOP
FLANGED
WINDOWS
TABLE 6.
WINDOW
HEIGHT
SCREWS INTO METAL
SUBSTRATE:
ANCHOR TYPE.
2 -1W ELCO SS4 CRETE-FLEX
3-#12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD-181/2" MAX. FROM TOP CORNERS
JAMBS - 171/2"MAX. FROM TOP CORNERS
15"MAX.FROM BOTTOM CORNERS
G' MAX. BELOW MTG, RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTMES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
29.655
37.155
44.655
52.155
59.655
67.155
1 74.655
76.000
o
O
U
Z
�' O
U
U
Zr�O
r O
U
a
N O
U
Z
N O
U
U
Zr>O
`- O
U
NON
U
z
O
U
U
z
0
U
4
0
ci
3
U
Z
0
U
U
Zrs0
0
U
CIZ
3
U
Z
' 0
U
U
Zc+�O
0
U
NON
U
Z
O�
U
U
Zm0
O
U
O
N O
U
Z„
N 0
U
U
Ze?O
O
U
0
N O�
U
ZrZ
O
U
U
O
U
WINDOW
WIDTH
cn0
GLASS N
TYPE
19.125
C,D,E,F,G,
H,I,J,K,L 1
1
1,i;1
1 ....___...__.._
1
1;1
1
2j2
1
,.__..._..._._
2;1
1
2?2
1
_.__...—_...
2:2
1
21
1
2 2
1
2 2
1
_._.
2 2
1
212
i
2;2
1
2 2
1
2!Z
1
2 Z
1
212
1
._.._
2.2
i
3 2
1
2°.2
_ 1
3!2
_ 1
312
_ t
Z12
t
_�_.
312
A,B,M _..t_....___
1
1
1
1
1i1
1
_..._...
1i1
1
_......
2.2
1
_.�
211
1
.__
2t2
1
�_
2 2
1
2;1
1
2,2
1
212
1
212
1
2!2
1
2;2
1
_. _._
2.2
1
._.__
2 2
1
----..._,__._
2 2
1
2:2
1
..._�._...
2 2
1
3p2
1
__.._.__
2 2
1
3.2
1
_ -
32
1
�_-_•
2*2
t
--_,_m
312
24.D00
PSF
79
C,D,E,F,G,
H,I,JK,L
1
1 1
1
1 1
1
-
1111212
1
- ---
1
1 1
1
-
212
1 ._..
V2
1
--
2;2
t
212
1
2:2
1
2�2
t
2`•2
1
2i2
1 _...
2;2
1
3 2
1
_
3'2
1
_ .._._
2;2
1
312
1 _
3;2
1
._.r ...
2{2
1
3i2
7
- --..
3 2
1
212
t
3 2
4, TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1'LESS.
A,B,M
1
1 1
1 __.__...._........_.,-_._.,..
1.1
1
1=1
1
?`2
1
1 1
1
—
212
1
.___.=-._.___
2:2
1
2:2
1
2:2
1
., ...
2'2
1
._,_....._..___-.._._...._,__._.__.._....._._.,-__
2!2
1
2's2
1
2�2
1
2:2
1
3:2
1
3;2
1
2 2
1
3 2
1
3�2
1
2 2
1
,_,
3 2
1
...,_..-..._._
3i2
1
2 2
1
..._;._
3i2
PSF
68
77
32.000
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITAUCIZEDVALUE ABOVE THEM. INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
C,D,E,F,G,
H,I,J,K,L
1
1
...,__
11
1
1'1
1
... _._.....r._
2!2
1
2;2
t
212
1
,_._
23
1
2;2
t
2;2
2
_......
3;3
1
.... ...
2!2
1
_......._...._-
3:3
2
3i3
1
--_-..
3:2
1
.._.._..
3,3
1
_.__:
313
1
_._._._...
2 2
1
_ ..__.
3i3
1
•..:.__
4!3
1
..._. _
3;2
1
__ �_-
4;3
t
._..._.
4!3
1
_...__
312
1
_�.
4;3
1 1
A,B,M
1
T
1
lit
1
1 1
1
2�2
1
2!2
1
2;2
1
2:3
1
2i2
1
2!2
2
3'3
1
2;2
1
3!3
2
3i3
1
3!2
.1
3 3
_i_
313
1
2 2
1
3:3
1
4;3
1
3!2
1
4+3
1
4'3
1
3:2
1
4 3
PSF
59
67
79
37.000
SIZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
C,D,E,F,G,
H,t,J,K,I
1
q 1
i
_... _
1 ':1
1
r
7 1
2
212
1
_--
2 2
1
. _ -.•
21, 2
2
2 3
1
2 2
_2
213
2
3.' 3
i
2' 2
2
3; 3
2
-
3 3
1
,._......,
3 3
2 _..
4' 3
2
__....•..._.
3 3
i
3 2
2
_...
3; 3
2
_ _, _ ....__
4: 3
1 .._..�
3: 2
2 _
4, 3
2
. ,_.
4 4
1
_..__.._.
3 2
2
___._
4: 3
ABM
1
1 1
1
111
1
1,1
z
2 2
1
22
1
2?2
2
213
1
212
2
2!3
2
3:3
1
212
2
313
2
3:3
1
313
2
4.3
2
3;3
1
3:2
2
3;3
2
43
1
312
2
4:3
2
414
1
32
2
4i3
PSF
54
79
62
79
4D.000
TABLE KEY:
MAX PSF
(DP LIMR'ED) 117
C,D,E,F,G,
H,I,J,K,L
2
1 1
2
1 1
2
11112121
2-
2
2:2
2
2'2
2
2i3
2
2 2
2
3i3
2
3 3
2
2:2
2
3j3
2
4 3
2
3 3
2
4 3
_2
3 3
2
3';3
2
4 3
"2
4 4
2
3:3
2
4'3
2
4:4
2
3 3
2
5:3
2
III
2
III
2
1 1
2
2;2
2
2s2I2:2
2
2
2;3
2
2 2
2
3 3
2
3'.3
2
2�2
2
3'3
2
43
2
3' 3
2
4 3
2
3 3
2
3`3
2
4°3
2
4°4
2
3!3
2
4 3
2
4:4
2
3 3
2
5!3
FSF
49
79
56
79
79
44.000
HEAD 3
JAMB ABOVE 3 3
C,D,E,F,G,
H,I,J,x,L
2
1 1
2
1 1
2
1i1
2
2 2
2
22
2
2 2
2
33
2
2 2
2
3T3
2
3:4
2
2 3
2
3'.3
2
4:4
2_ 2
3�3 4!3
2
4 4
2
313
2
4�3
2
4;4
2
3:3
2
4':3
2
4'4
2
33
2
5:4
48.000
53.125
MTG. RAIL yk_%r1jc_T"s
JAMB BELOW >, corp y�g �kTLx 17
MTG. RAIL 7cild�3Cude
F £:rsn. Cate s Z!
FULL DP s>;'�✓ `Lt
HEAD 2 !•4iom: ai Pmdvc: Ge,3un
_ _..
JAMB ABOVE 2.2
MTG. RAIL �`�aONY LYNAf
JAMB BELOW
M1-G•RAIL ;
SEE TABLE 2 FOR SB7 -
FULL DP _ NOS -
���tST, J 4e'
A,B,M
2
111
2
1i1
2
11112121
2
2
Ti
2
2 2
2
3!3
2
2i2
2
3:3
2
3 4
2
2'3
2
3.3
2
4'4
2 2
3`314 3
2
4 4
2
3;3
2
4,3
2
4;4
2
3i3
2
4'3
2
4T4
...2....2..
3!3
5'4
PSF
45
74
51
74
79
79
C,D,E,F,G,
H,I,J,K,L
2
1,1
2
t11
.2
1 1
2
2,2
2
2i2
2
212
2
3 3
2.-1-2..
2i2
3;3
2
3:4
2
3 3
2
3 3
3
4;4
2
3 3
2
4:4
2
4!4
2
3'3
2
4,4
3
4i4
2
4;3
2
5!4
3
4 4
2
4;3
2
5:4
A.B,M
2
4 1
2
1 i
2
1 1
2
212
2
2�
2
2i2
2
3 3
2
_._._....__
2 2
2
3 3
2
....
3;4
2
3'3
2
313
3
4'4
2
3,_
2
4 4
2
4 4
2
_..
3 3
2
. ,.....
4.4
3 _
4'4
2
._..-..
4'3
2
_
5:4
3
4.4
2
, ...._.
4;3
Z
514
PSF
41
67
1 46
1 67
76
79
1
C,D,E,F,G,
H,I,J,K,L
2
1 1
2
171
2
Ill
2
2 2
2
212
?
2,2
3
3;3
2
3.3
2
3I3
3
4'4
2
3'�3
3
4:4
3 Z
4'4 3 3
3
4 4
3
4°4
2
3 3
3
4_4
3
5-S
2
4:3
3
5`4
3
515
2
4 3
3
5'4
pgM_.._..
2
1,1
2
1.1
?
7s1
2
212
2
2.2
2
212
3
3 3
2
3'3
2
_...
3 3
3
_......
4 4
_..2
3i3
3 -....__......._.._.-.._..._.__.._.....__......._.
414
3 1 2
4'4 3 3
3
4'.4
3
4 4
2
3 3
2
4
3
_....,.....
4 5:4
2
4 3
3
5 4
3
_.....
5;4
2
4 3
3
--
5`4
16Ta TECKNOLOGY DRIVE
PL VEiJICE, Fl_34Z76[�T
CERT.OFAUTK'Y29296ALUM.
�apYWGH 020R�m°
PsT.N.I. c C.
/GLRIG%�AESERVED
PpP°m
ANCHORAGE SPACING, STANDARD VIEW
O� •.-E Ol •(��/`
•,•F�aRsaA,_•-
's`S�O - • • E�G���
A.�LY N1111iEYl� P.E
FL P.E„"r 58705
SINGLEHUNG WINDOW, IMPACT
Anwd BY.
JR
flab
0Bl06/T7
RMyb,K
G
NO CHMIGES 7H1S SNEE7
Si710
s""e
NTS
9 , i1
a..ny m
404020
x«
G
nm.m
F.K.
oem:
7129lOS
unamn
J.J"
aaa
Z23107
ANCHOR QUANTITIES
ABOVE MEETING RAIL(HEAD & JAMBS , CUSTOM FLANGED VUWNDOW HEIGHT MINUS SASH HEIGHT TABLE 7.
WINDOW HEIGHT
MINUS SASH HEIGHT FROMTABLE 8,
SUBSTRATE:
ANCHORTYPE:
17.125
22.668
28.211
33.754
39.296
44.839
50.382
55.925
a U
N O
U
U
`- O
U
❑
ci O
U
N O
U
U
'� O
U
❑
N ONO`-
U
U
U
O
U
o
NON
U
O
00
U
O"
o
O
U
N 0
U
U
0
U
❑
M' O
7,
a
N Z.
U
U
`- O
U
❑
N O
o
N O
U
U
O
U
n
a O
U
N O
U
n
T O
U
WINDOW
WIDTH
GLASS
TYPE
19.125
11
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
331
t---
1
1
1
2
1
2
1
___._..
2
1
2
1
2
1
2
1
2
1
2
1
3
1
3
1
2
1
332..
1
11124.000
.3....
._3..1
i
3
3
-.1
3
...3..32000
1
12111
t
2
2
�2
3
2
3
3
3
1
3
1•1
3
2
1
3
1
43
1
1
-4-.4
1
s 1
3
1
4
1
579
11
PSFI
37.000
D,H,F,J,
K,L
1 1
--....T
1 1
1
i
2
2
1
2
2
2
2
.:...
3,
1
_._ ..
.- 2
1 2
3
2
3
1.
3
2
4
2
3
1
3
2
3
2
_ _ .
4
._......__
3
4
__.... _..
4 4
-
5
--
5
..._. ..
4
_.
5
PSF
79
79
79
79
40.000
D,E,F,J,
K.L
2
...�.
2
1
2
2
2
2
2-
2
2
_.3_._3.
2
2
3
2
.4.....3...4.
2
2
2
4
2
3
2
.4.....4_........
2
2
2
6
2 2
4
2
._.5_
2
5
5
2
..4
2
6
1
2
PSF
79
76
79
77
79
79
79
44.000
D,E,F,J,
K,L
2
2
1
2
2
2
2
2
2
3
2
2
4
2
4
2
2
4
2
3
2
5
2
4
2
3
2
5
2
5
2
4-
2
5
2
5
2
4
2
5
i
1
2
2
2
3
3
4
PSF
78
79
70
79
79
71
79
73
76
45.000
D,E,F,J,
K,L
2
2
2
2
2
2
2
2
3
2
3
4
2
4
2
2
5
2
4
2
5
3
5
2
4
2
6
3
5
2
4
2
6
3
6
2
5
2
6
1
1
1
2
2
2
3
j 3
4
PSF
71
79
63
71
79
64
74
1 66
77
69
69
53.12E
D,E,F,J,
K,L
2
2
2
2
'2
2
3
2
3
1 2
..3
1 3
4
2
4
3
3
2
3
3
2
3
3
...s._...5...
2
3
_. �._
3
..S.
2
.5
3
7
1
1
1
2
2
2
3
6
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE 8.
SASH HEIGHT
SUBSTRATE:
12.776
15.776
18.776
21.776
24.776
27,776
30.776
31.106
ANCHORTYPE.
n
co
o
Z
a
O
o
rONZ
'JIo
zrO
O O
_
o
2r
Z
p
L
7 O
Z
O
o
O
a
O
tv
Z
O
oa
Tz
O
q O
Z
O
ia
n
� Z
O
C9
0
O
0iWIDTH
Z
—0
O
WINDOW
19.12E
1
1
1
2
1
2
2
1 j 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
24.000
2
1
1
2
j 1
2
2
2 j 2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
32000
2
1
2
2
2
2
3
2 j 2
3
2
3
3
2
3
3
2
3
4
2
3
4
2
3
37.000
79
2 1 2
2
2 2
3 2 j 3
3 2 3
3 3 3
3 3 3
4 3 3
4 3 4
40.000
74
j
2 2 2
2
2
2
3 2 3
3 2 3
3 3 3
4 3 3
4 3 L 4
4 3 4
44.000
68
78
2 2 2
2
Z
2
3
Z 3
3 3 3
4 3 3
4 3 4
5 3 4
5 3 4
48.000
63
72
79
2
2 2
2
2
2
3
4 3 4.
4 34
5 3 453.125
73
58
66
722
mt�Q
2 2
2
2
2'
3
4 1 3 1 4 1
5 1 3 1 4 1
5 1 3 j 5
5 3 5
I JR I DWCV17 I G INO CHANGES TH73 SHEi= .. I
070 TECHNOLOGY DRIVE
N. VENICE. FL 34275
(9411480.1600
CERT. OFAUTH.#2MG
CCWYRWTo=?
Hc� wuos•rRo-s.rv�
ANCHORAGE NOTES:
1. ANCHOR TYFES: 1 -1/4" ELCO ULTRACONS OR #12
SCREWS INTO METAL
2 - 1/4" ELCO S84 CRETE-FLEX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
DIMENSIONS:
HEAD -18 1/2" MAX. FROM CORNERS
JAMBS-17112' MAX. FROM TOP CORNERS
11 112" MAX. ABOVE THE MEETING RAIL
6" MAX. BELOW MTG. RAIL
15" MAX FROM BOTTOM CORNERS
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 RAILAND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 5/8° MIN. TO 38" MAX
5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1' LESS.
6. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THEADJACENT TABLE WITH A SOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FORTHE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQS.
TABLE 7. KEY:
MAX. PSF SEE TABLE 3 FOR
(DP LIMITED) 1i2 FULL DP
- HEAD 2
JAMB ABOVE 2
MTG. RAIL
(FDIPI
ULL
HEAD EAD
_ 2-
JAMB ABOVE 4
MTG. ML
TABLE S. KEY: noDUCT REVISED
>5 cgSlci-v7P$ WiiI1 LLS :'{07:03
MAX PSF
A=�ept+�laNrotn"
(DP U ITED) 112 DatJAMB BELOW 2DITMTG.RAIL ,�
(FULL DP)
JAMB BELOW z
MTG. RAIL
SEE TABLE 3 FOR
FULL DP
CUSTOM VIEW
ALUM. SINGLE HUNG WINDOW, IMPACT
s.rx,.ve S..w mar ewcoee
st17uD NTS 10 11 404020
\\• N1 a 1yN •i��
,dap._,........
No- 58705
,O�
ONAL
S/it1 \
A. LYNN7M LhR,P,E``
FL P.E.# $6705
EDGE
EXTERIOR INTERIOR*
NOTES:
1-314" MIN.
WOOD ANCHOR
1. FOR CONCRETE APPLICATIONS IN MLAMI-DADS COUNTY, USE ONLY MIAMI-DADE COUNTY
(ULTRACON ANCHOR)
(ALL HEAD AND SILL DETAILS) (SEE NOTE 2 & 3)
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„ 2-112" E.D. FOR
(CRETEFLEX ANCHOR)
(SEE NOTE 1 & 3) 2x WOOD BUiw
ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC.
I (SEE NOTE. EDGE
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY. USE #'12 STEEL SCREWS (G5),
3.35 KSI MIN.
f
114' SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131"O x 2-10 COMMON NAILS (F1667 NL CM
CONCRETE
- }
S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE 1, STYLE 10—FIN MOUNTED
�': "'''• = ' 1 314" MIN.
ONLY (SEE DETAILS E, F AND G THIS SHEET)
' ' —' 8
3.WOOD BUCKS DE?ICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
OPTIONAL 1x
WOOD BUCK •
TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
�_ 1
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3)
1!4" }
1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
i/4"
MAX.
4.FORATTACHMENTTOALUMINUM,THEALUMINUMSHALLBEAMINIMUMSTRENGTHOF
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 M[NIMUM OF .045"
THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
1-114" MIN. EDGE (CMU)-
1-3l4" MIN. EDGE (CONC.)-
1/4"MAX.SHIM f --
I I r-�'
TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
1-3/4' MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS, THE ANCHOR SHALL BE An12 SHEET METAL SCREW W17H FULL
~ I r2.1/2" MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL, IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
CONCRETE ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2)
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE USED.
1 3I8" 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
MIN. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 912 TRIMFIT HEADS.
114' MAX SHIM ml F—_l--M—lNTEDGE 7. MATERIALS, INCLUDING BUT FLORC BUILDING ER DISS NOTLIMITED TO STEEL SCREWS, THAT COME INTO
1 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
• 0 3.36 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
L_lx BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1!4" MIN: EDGE
2-1/2" EMBEDMENT A1HI
SHIM
6;' �rj WOOD FRAME
WOOD ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
-01
Ile
FRAME r--•MAX,
1 SHIM
1\"/ I'I (I I I III: 111 s j• 7518"MIN.EDGE ?I(ODUCT P.SVISEO
I I r I 7 + I _ .131" DIA. MIN, t, ll11 r =s conplyim with dse 7106da
' /� I j x 21/2" NAIL I r1 ti J 1• ! f GxiIdinr Code
II ! 1 2-112" EM EDMENT ~ AT CORNERS '� ' Il l j c: cpuou lso l-0630.�$� I
131" DIA. M]N, J 11 y ` J ` a Ddm ar
x 2112" NAIL, I ��I / AND 5" O.C. j 1'\ / I I �1
AT CORNERS i l " I ���///� I r '\ —WOODFRAME
AND 5" O.C. I' I 5/8 MIN, EDGE
1 .131" DIA. MIN. t%�ll f I ri
x 2 112" NAIL, l ' ' • ' 1 �.` (,1Y LY111
I . 'AQ .......?4
SHIM AT CORNERS : �� • ' �tcENSF ?1j�!
AND 5' O.C. 2-112" EMBEDMENT
DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) = NO Sa7o5
TYPICAL INTEGRAL FIN ANCHORAGE6jEo «�
107DTECHNOLOGY ORNE
N,VENICE, FL34275 ANCHORAGE DETAILS %�s ••F�ORmP•.•`
Romer c.es RWiYanC I941I 460-1600 *� /'s�ONAL S,`G\`•
JR 0&�06/17 G REWSEOTOMATCHNEW2017F6CANCHORAG2, i CER1.0Fi Co NAUTKO29296 ALUM. SINGLE HUNG WINDOW, IMPACT A. LYNri Ii R, P.E.
aea,ear� v"m; vcrwcusrnm,ac. RT. SH700 NTS 11 0 11 404020 G FL P.E.# 58705
F.K. 91V05 J.J. 223/07—RIGHTSMSvwm