HomeMy WebLinkAboutProduct Approval MIAM I.MDADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOA-RD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.iniamidade.gov/economy
PGT Industries,Inc'
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 i
DESCRIPTION: Series"SH-700"Aluminum Single Hung Window-L.M.I.
APPROVALD
o d
de i
Series"1�511-7 Aluminum Single�Slngde Window�nd 'y L*M*I'
oric Hung 0'�g
DESCRIPTION:
rawm. �e
�A;PR . ingle Hung Window,Impact", sheets I
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., bearing the Miami-Dade County Product Control Revision stamp with
k
e Notice 0 County Product
the Notice 0 rif;"i0fl--d-sts-by County Product Control Section.
<: SILE IMPACT RATING:Large and Small Missile Impact Resistant.
L L
a,
_ u mann
acturer's name
AnLIIN : U in rer'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 purposesshallautomatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,. and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0714.06 and consists of this page I and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.17-0630.08
MIAMI-WIDE COUNTY Expiration Date: March 26,2021
og Approval Date: November 30,2017
Page 1
r -
PGT Industries,.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNQTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through
I 1 of 11, dated 09/01/05,with revision G dated 06/06/17,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal° spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 16-0714.06)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NDA No. 07-0322.06)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
..2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06,both signed and
sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No. 07-0322.06)
Manuelere P.E.
Product Contro Ex finer
NOA No. -0630.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (commuED)
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 fm frame,prepared by Fenestration Testing Laboratory,Inc., Test
Report No, FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 05-1018.01
. 5. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10105105 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
6. Test reports on. 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
A) 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 fm frame,prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4647 and FTL-4650, dated 08/11/05,both signed and sealed by
Edmundo Largaespada,P-E.
(Submitted under NOA Na, 05-1018.01)
7. Test reports on:.1) Uniform Static Aix 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 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)
Man e1,
ere P.E.
Y
Product Contr4l Exa finer
NOA No.U7- 30.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-2
PGT Industries,Inc,
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
C. CALCULATIONS
L Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014)and FBC 61h 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 (PER).
E. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 15-1201AI issued to Eastman Chemical Company(AIA)
for their"Saflex Clear and Color Glass Interlayers"dated 03/17/16, expiring on
05/21/21.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC
0 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.FT-L-4957,FrL4958 and FTL-
5063,issued by Fenestration Testing Laboratory,Inc., dated 10/03/06,signed and
sealed by Edmundo Largaespada.P.E.
(Submitted under NOA No. 07 43.22 06)
4. Laboratory compliance letter for Test Reports No. FTL-4646,FTL-4647,FTL-4648,
FTL-4649,FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-.1015.41)
5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0714.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.06,issued to PGT Industries, Inc, for their Series
"§1-1-700"Aluminum Single Hung Window- L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
upf-P6riz,P.E.
Product Cotrnl EAamine
NOA - -0630.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
B-3
I
GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED:!
•2017 FLORIDA BUILDING CODE(FBC),0TH EDITION
•2014 FLORIDA BUILDING CODE(FBC),STH EDRION
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) -ASTM E1300-04
•ANSIIAF&PA NDS-2016 FOR WOOD CONSTRUCTION
A.5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.) •ALUMINUM DESIGN MANUAL.ADM-2015
OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •AISI 60- 2
B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/6"HEAT STRENGTHENED GLASS WITH A •Also 3 360110
.090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLE)e PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) '
C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP
.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 3/16"ANNEALED GLASS WITH A.090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.) SHEET
OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1
E.7116"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A GLAZING DETAILS............2
.090"KURARAY TROSIFOL"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3
F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-KURARAY TROSIFOL 6PV13(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5
G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A HORIZ.SECTIONS............5
.090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST.......................6
H.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE EXTRUSIONS....................7
OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOIF PVB(BY KURARAY AMERICA,INC.) CORNER DETAIL,.............7
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE......:.............B-11
I.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS
WITH A.090"KURARAY TROSIFOOL PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
J.13118"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 311 6"ANNEALED GLASS WITH A
.090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
K.13/16"LAMI IG:(1)LITE OF 1/6"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE Material Min.Fy Min.F.
OF 3116"HEAT STRENGTHENED GLASS WITH A'.090"KURARAY TROSIFOL' PVB(BY KURARAY AMERICA,INC.) Steel Screw 92 ksi 120 ksi
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco UltrsCorg 155 ksl 177 ksi
L.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS
WITH A.090"KURARAY TROSIFOL-"PVB Y KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi
M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A 6063-T5 Aluminum 16 ksi 22 ksi
.090"KURARAY TROSIFOL OPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 38 ksi 58 ksl
Gr.33 Steel Stud 33 ksi 45 ksi
2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL Wl LOW OR HIGH SILL OPTION)
3.DESIGN PRESSURES:(SEE TABLES 1-3,SHEET 3)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD.
4.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
PRODUCT REVISED
5.SHUTTERS ARE NOT REQUIRED. a xcomplyimawilhtI=F1066
DuBdiog Cod.
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A �°�
iint �Date /4021
7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTI-4648,FTL-4649,FTL-4650,FTI-4651,FTL-0723,FTL-4957,FTL-4958 AND FTL-5063. By
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION i Ilam D de Product
ALUMINUM DESIGN MANUAL 'i LfIV/v
1111 I t r l r 7 7
B.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. �10ENgF'•.�(
9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ). =* Ne 58705
10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. VS.TA
`OF
1070 TECHNOLOGY DRIVE �� S,••.�1UR10?!.•'•G\=�
N.VENICE,FL 34276 GENERAL NOTES ...
(941)480-1000S7O1�
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JR 111100
08/06/17 G UPDATEDANCHORAGBTOFBC2017. CERT.OFAUTH.#29296 ALUM.SINGLE HUNG WINDOW,IMPACT
L-IOH-l' ms si.K ��- A.LYNN MILLER,P.E.
o,: tak a..a"ee oes: P�7wuustRIE-C. [�T-
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NT$ 1 d11 4040-ZO G FL P.E.#58705K 9/iR15 J.J. 223/07 u RIGHTSRESEavEo
Description Material
71 Kommeding 4SG TPS Spacer System See this
72 Quanex Super Spacer nXrvAth Hot Meft Butyl Sheet for
73 Quanex Duraseal Spacer Materials
41 112 NOM. 44 1/2'NOM. 74 Cardinal)(L Edge Spacer
GLASS BITE GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8958&8970
70 37 70
37
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116'PVBINTERLAYER
ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER �090
116"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
5/16"NOM. LAMINATED
5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85
NOTE:
LAMI IG OUTBOARD
71-74 71-74 <D EXTERIOR INTERIOR F-1115 LITE
MAYBE
(ALL SECTIONS) UPGRADED TO 3116"
(D--L n n WITH NO CHANGE IN
DESIGN PRESSURE.
KURARAYTROSIFOLO
I 1/2"Nom. 1/2"NOM. PVB INTERLAYER
/2'N,
46 GLASS 46 GLASS BITE
SAFLEXPVS INTERLAYER BY
Z��74
EASTMAN CHEMICAL COMPANY
38 70 38 it (70)
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
O'� I F 17�7
.090 PVB INTERLAYER 0 PVB INTERLAYER
11/8.
/8 ANNEALED OR HEAT STRENGTHENED GLASS 3f16'ANNEALED OR HEAT STRENGTHENED GLASS
5116"LAMINATED 7116"LAMINATED
AIR SPACE AIR SPACE
1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS
13116"NOM. 13116"NOM.
13/16"LAMI IG GLASS W/5/16"LAMI E;87,88 ar 92 13/16"LAMI IG GLASS W/7/16'LAMI 89,90 or 91
ALUMINUM
SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISC- DESICCANT FILLAREA
STRUCTURAL REINFORCEMENT BUTYLENE
STRUCTURAL R SILICONE " M, p 611frNOM. PRODUCT REVISED
POLY1 1/4'NOK FOAM 3116*NOM. 506"NOM, SEAL PS complyinswilb the Norma
SOBUTYLSNE— BUTYL SILICONE SEAL Building WITH DESICCANT WITH ROLL-FORMED
DESICCANT DESICCANT T E Acceptance W M i'�'. _t.
D FOAM STAINLESS EE
S
EXT.GLAS EXT.GLASS EXT.GLASS
EXT.GLASS lly
LY
INT.GLASS INT.GLASS INT.GLASS
INT.GLASS OCEN
KODISPACENo.5870,5
SUPER DURASEAL@ XLEDGET'
TS G T o 8
_PS SPACERWNXT— SPACER 8SPACER
1D7D TECHNOLOGY DRIVE S, • OF
N.VENICE,FL 342 GLAZING DETAILS
(941)480-1600 nr
JR'I'MW17 I_G INO CHANGES THIS SHEET, CERT,OF AUTH.n9296 ALUM.SINGLE HUNG WINDOW,IMPACT r�NL
COPYRIGHT020VR.P.E.
L RI(thTS�
s. I F.11 2 11 1"'4040-20 G FL P.E.#58705
III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT .0.
WIDTH GLASS TYPE 63" 1 66" 68" 70" 1 72" 74" 76" MEETING RAIL
48" A,B,M +80.0 -80.0 1+80.0 -B0.0 +B0.0 80.0 +80.0 -80.01+80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 HT.
50" A,B,M +B0.0 -80.0 +80.0 -B0.0 +80.0 80.0 +80.0 1-78d.2
+80.0 -80.0 +80.0 -80.0 +79.0 -79.0
^x" SASH
62" A,B,M +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 +78.6 -78.8 +77.3 -77.3 +75.9 -75.9
531/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +76.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0
UP TO 53118" C,D,E,F,G,H,I,J,K,L +80.080.0 +80.0 -80.0 +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 WI HIGH SILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT "0"
WIDTH GLASS TYPE 383/8" 44" 1 60 618" 63" 1 72" 74" 76 MEETING RAIL
49" 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 HT.
Sol, A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 5 SH
fit" A,B,M +80.0 -80.0 +80.0 -80.0 +B0.0 -80.0 +76.9 -76.9 +70.0 -70.1 +66.6 -68.8 +fi7.6 -67.6
53118" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +75.0 -75.0 +66.0 -68.0 +66,7 -66.7 +65.5 f5.5 I
UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +B0.0 -80.0 +60.0 -60.00 I
1
CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W�T.
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 76"INTEGRAL FIN) ^O" MINUS I
WIDTH GLASS TYPE 17118" 2211/16" 28 3116" 33 314" 39 6116" 4413116" 60 3/8" 5516/16"
SASH I
HT.
531/8" D,E,F,J,K.0 +80.0 -80.0 +gD.O -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70:0 HT. MEETING RAIL l -
GLASS TYPES: TEST REPORTS TABLE 4. H
A.5116"LAMI-(1/8"A,.090,1/8"A) FTL-4647,4648,4723,4957
B.5116"LAMI- 1/8"A,.090,1/8"HS) FTL-0647,4648
C.5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL-4647,4648
D.7116"LAMI-(3/16"A,.090,3116"A) FTL-4645,4885
E.7116"LAMI-(3116"A,.090,3/16"HS) FTL-4645
F.7116"LAM[- 3/16"HS,.090,3116"HS) FTL-4645
G.13116"LAMI IG-1/8"T,AIR SPACE,5116"LAMI-(118"A,.090,1/8"A) FTL-4S46,4723 mODUCTREVISM)
.cM)oyi rg wish the Nadu
H.13/16"LAMI IG-118"T,AIR SPACE,5116"LAM[- 1/WA,.090,1/8"HS) FTL-4646 Building CodeD.0
I. 13!16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(118"HS,.090,1/6"HS) FTL-4 6 Accepaucallo r 21
Ex ira rDDle
J.13116"LAMI IG-'118"T,AIR SPACE,7116"LAMI-(3116"A,.090,3116"A) FTL-4649,4650
By
K.13/16"LAMI IG-118"T,AIR SPACE,7/16"LAW-(3116"A,.090,3116"HS) FTL-4649,4650,4958 ?v7iami ada Product I
L.13!16"LAMI IG-1/8"T,AIR SPACE,7116"LAMI-(3116"HS,.090,3/16"HS) FTLA649,4650 771,'1 I I?I' i
"LAMIIG-1/8A,AIRS
" PACE,5116"LAM[-(1/8"A,.090,1/8"A .
FTL-5063 ``���••••'•••N
M.13116 .
. � t1,.• ,CEN@F•.���%�
NOTES: 1,WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN Q '
PRESSURES ARE UNEFFECTED. �'*; No•58705
LANGED TIP-TO TIP FRAME DIMENSIONS.
2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 11'FROM THE F
3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 516"MINIMUM TO 38"MAXIMUM.
4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY - �}Ta -Z
5.REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 7070 TECHNOLOGY ORIVE Oeie�°` �i`(� •'•.:°<ORIDP.•''
LIMITATIONS. N.VENICE,FL34275 DESIGN PRESSURES
rn^wDer am: c�mm�e osm:
(941)480-1600
4TU CZONgL
,Er
CERT.OF AUTH.429298 ALUM.SINGLE HUNG WINDOW,IMPACT
MILLER,P.F..RrOBB/17 G NO CHANGES THISSHEf. ALYNN
PGTNDUSTPIEIN. SH70o mNTS3 �
`
d 11 4040.20 G FL P.E.#58705
F.K. 8/!/05 J.J. 7123/07 nLRIGHTa RESERVED
� I
t-
53118"MAX.FLANGED WIDTH
521/8"MAX.I.F.WIDTH
49 5/8"MAX.FIXED
DLO(ALL) D C�I
75"MAX. 75"MAX. 75"MAX.
SEE DLTABLED a j p—J HEIFHT SEE DLOA A HEIGHT SEE I DLO C HEIGHT
TABLE Q j TABLE O j
76"1 AX. 76'1 AX, 76'f AX.
"FLANGEp FLANGED L FLANGED
HEIGHT � HEIGHT HEIGHT
SEE DLO 38 AX
TABLE X SA SEE DLO X SEE SEE DLO X
(MAX.) TABLE TABLE SEE
HEIGHT � NO E A ;/OfNO E4
L
48 114"MAX.
VENT DLO(ALL) DETAIL B DETAIL C
DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)_
I
8 E---)
75'MAX. I 75"MAX,
I I.F. I.F.
SEE DLO I HE! HT E--j HEIGHT
TABLE O SEE DLO TABLE O
76"MAX. 76 MAX.
FLANGED FLANGED
HEIGHT HEI 3HT
SEE DLO TABLE X f I SASH SEE DLO TABLE X SASH
1 HEIGHT HEIGHT PRODUCCRHVISFD
as WMPryiag With Um Florid.
Building Code
8— tDETAIL D DETAIL E exPlra-°a1e 7O2[
VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH)
MiemDadato�tffll jr .
NOTES: \' 0wl,.........M
1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 4�';'410ENS •;����!
2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. =s}.; No.58705
3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. /
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B$C)ARE BASED ON A THREE OVER TWO FORMAT. —"0;6 ?
. (7 STATE OF
tO70TVEHICE,FL$LOGY 4276 ELEVATIONS iS .•'• '':
_SINGLE WINDOW,IMPACT ��''i�NALIEN�•�`•
JR OB/0 (041)480-1600
6/17 G NO CHANGES THIS SNEE7. cEaCo RIGHT0.ornsseo �ALUI(4 $INS er�wo v..vw aM A.LYNN MILLER,P.E.
°pi sz w» PurwousR�S.wc � QO NTS 4 a 11 4040•,2'0 G FL P.E.#58705
F.K. 9/1105 J.J. 2/23107 ALLR—SRESUW10 .
2184'1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH, 26 27 NOTE:.BALANCE PARTS USED
It R r--k
INSIDE' INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
31 9,10,11,15,16
—— —————————— — ——————
—---————— --—
MAX.
FIXED 2.710"
LITE
DAYLIGHT 25
OPENING
25 MAX FIXED LITE DAYLIGHT OPENING OUTSIDE
-MAX.WIDTH
SECTION A-A
OUTSIDE A INSIDE
23 >
MAX. (D21
HEIGHT 2.946
HIGH
47 50
OUTSIDE SILL
LOW
r
MAX.
VENT
DAYLIGHT HIGH
SILL LOW SILL HEAD JAMB
2.330
LOW
— OUTSIDE
OPENING
68 .710
OUTSIDE
I.F.FRAME
II
28
PRODUCTIMVISED
3
6 as Complying with lim Florib
Duildirse.de
53 N1 -0 V0
6"
Exphmwn�' k)z
(L
62 2.330" (HIGH SILL) 63
OW SILL) L By
d
,
SEE NOTE ABOVE 54 Mia ad
otm
a A'f LY��V
3 30 ULTRALIFT 69 tr
12 ONLY ULTRALIFT No.58705
12 ONLY SECTION C-C
SECTION B-B RADIUS TOP Z
(LOW SILL SHOWN) - ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) 10D
S ATE
1070 TECHNOLOGY DRIVE
N.VENICE,FL 3427S SECTIONS
(941)480-1600 ,,7;'OAIAL SM\"'
JRA 06/OBM7 '3'—1 NO CHANGES THIS SHEET. CERT.OF AUTH.#2929s ;Lu SINGLE HUNG WINDOW,IMPACT '11111111o",
COPYRiGHTOWIT A.LYNN MILLER,P.E.
M. _-= I Half 1—� - if In"
PO NOVSTA�.M
2WO7 ALLRIGMRU� 4040-20 FL P.E.#58705
. I d
X
ITEM DWG.# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT#
1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61636K
2 1155 #8 X 1.000 QUAD PN.SMS 781 POA 61 SCREEN CLOTH 61816
3 4003C FLANGE FRAME SILL(LOWSILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402
5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1
6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,Ill 6 X 1/2-7/16 LAM] 628VI510
7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051
8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050
9 4029 'SPIRAL BALANCE,3/8",5/8",OR 11116" 70 ISILICONE,DOW 791,899,995 OR GE 7700
10 1080 BALANCE COVER,318"OR S18" 6BALCVR916 80 A GLASS,5116"LAMI,(118"A.090 PV8,1/8"A)
11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5116"LAMI,(1/8"A,.090 PVB,1/8"HS)
12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5116"LAM],(118"HS,.090 PVB,1/8"HS)
13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7116"LPMI,(3t16"A.090 PVB,3tl6"A)
15 I#8Xl PHILLIPS FLATHEAD S.STL 76X1 FPAX 84 E.GLASS,7/16"LAMI, 3/1 WA•090 PVB,3116"HS)
16 1080-1 BALANCE COVER,11/i6" OBALCVR670 85 F.GLASS,7116"LAME, 3/16"HS,.090 PVB,3/16"HS)
17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAM!IG;1/8'T,AIR SPACE,5116"LAMI,018"AX90 PV8,11WA)
18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13116"LAM]IG;1/8"T.AIR SPACE,5/16"LAMI,(118"A.090 PVB,1/8"HS)
19 #8-32 X 112"LG.PH.FH,TYPE FS.STL 7832X12FPFX 88 I.GLASS,13/16"LAMI IG,1/8"i',AIR SPACE,5/16"LAM,(118"1`!S,.090 PVB;1/8"HS
21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAMI IG;1/87 AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3116"
23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;1187 AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"HS)
25 1235 WSTP.,_l70 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13116"LANA IG,i/8"T.AR SPACE,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS)
26 1096 SWEEP LATCH 71098 92 M.GLASS,13116"LAM]IG;1/8'A AIR SPACE,5/16"LAMI,(118"A.090 PVB,1/8"
27 1016 #8 X.625 PH.FL.SMS 7858 —2.878
28 4007 SASH BOTTOM RAIL(LOW SILL) 612230
30 1226 WSTP.,BULB VINYL STP249 2.784
31 4008 SASH SIDE RAIL 612231
34 1268 SASH FACE GUIDE42501 Lr
.062
55
35 1622 LAMISETTING BLOCK 3132"X25/64"X 1" 71622K 1-f 30
—L
3.
36 1052 LAM!IG SETTING BLOCK 1"X314"X 1116" 71052K
37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K .062-
38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K
41 40398 GLA7JNG BEAD,5/16 LAM.GLASS. 64039E FRAME,I.F.HEAD
42 4044B GLAZING BEAD,5116 LAMI W/GRILL KIT 644703 �7 #4071A,6063-T6
44 4222A GLAZING BEAD,7116"LAMI 64222 48 FRAME,
45 986C GLAZING BEAD,7116"LAMI W/GRILL KIT 6985 ,LOW
76
46 4067 GLAZING BEAD,13/16"LAM!I.G. 64067 #4D,).LFOW SILL
2.908
47 4071A FRAME,I.F.HEAD 64071
48 4072A FRAME,I.F.LOWSILL64072 .---2.374
49 4073A FRAME,I.F.HIGH SILL 64073 PRODUC7REVISFD
50 4074B FRAME,I.F.JAMB 64074 ml complying with the Florida
62 4009 SILL LATCH(EGRESS)(LOWSILL) 764009 .0 4. 71 2.71 62 NOM Hm]dag Cod.
53 1068 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS A m �r
/ !
54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 By
55 1014 SCREEN FRAME(NOR.&VER.) 61014 MJam Dade Product Cm
56 1630 SCREEN CORNER KEY W/RINGS 71630 L062 NOM THICKNESS
57 1631 SCREEN CORNERKEYW/OUTRINGS 71631 r
r
58 1073 SCREEN SPRING 7CASP `'N.'a.Y t-...
ti C1 -.41
59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME,I.F.JAMB
49 FRAME, I.F.HIGH SILL #4074B,6063-T6 =Tk. W58705,
#4073A,6063-T6 (USED AS RADIUS TOP HEAD) — n; Z
1070 TECHNOLOGY DRIVE Q11'O1'a
N.VENICE,FL aa2ts PARTSLIST .��,t.'•.• STA
!8411 nOd•ts0oi ••• ,�ORIDP••.
"°"""� CERT.OFAUTH.#29298 ALUM.SINGLE HUNG WINDOW,IMPACT 'rr,S'!0VA E�G`�`
JR 08/06/17 G Np CHANGES THIS SHEET. r NAL t�
m fly--v— 8 it{s Lop-GNt.-I TT u+"ft- ... r .. A.C'SNt111M�I1LEY�,P.E.
F.IG 9/1/05 J.J. 7/23/07 u°R"ro°04aREmm SNT00 NTS 8 11 4040-20 G FL P.E.#58705
� 1
i
I.F.FRAME SEALANT ALONG ENTIRE JOINT
I or 47 I.F.FRAME
z.7ea�
psz I II II
1.36
2.830 2.330 I
.062
6 or 54
FLANGE FRAME HEAD I
�./ #4002A,6063-T6 I•„--2.784—�-�
I ,
1 749 ( FLANGE FRAME SILL (LOW) WELD
#4003C,6063 76 ( 6 OrJ� ALONG
I` SCREW
SEALANT OR GASKET BOSS(2}
121.710
1 �-+'•1.513•x•{ 738 I AT HEAD AND SILL
.062 .062 .490 .040 I
VIEW D-D jVIEW E-E
(1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION
FLANGE FRAME JAMB 7 #4426,6063-T5 17 #4053,6063-T5 — — — — 0
J #4004,6063•T5 _1
(USED AS RADIUS TOP HEAD) -►� 1.166 678
I
1.342
I— —2.279—►l 062 1 3j49
1 �� GLAZING BEAD,5/16"
"�( #40396,6063-T5
I
•062 2.155 1.707 .062 1.979 SASH SIDE RAIL
062- - 8 #4008,6063-T5
Z1 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW)
#4054A,60631`113413Q- #4006C,6063HS-T6 #4007,6063-75 050 .050•--�g ••678
j 1.096-}-�-- -T
—.67L6 A2 #40446,6063-T5 GLAZING BEAD,5/16„
2.326-- 1.096 —-I (USED W!GRILL KIT) PRODUCT REOSED
.062 R tdingC gwith the Florma
2.946 q� GLAZING BEAD 7/16" a I •Olo3D.ag
3.446 #4222,6063-T5 rZb'l
2.638 .683
.050 Cu}`t� FktidulzT
062 (�J
_���1.097 i�tt
.050---��_sr$ 46 GLAZING BEAD,13116"IG `��•��Q�Y tYtVry�r�,�,.
I——2.784—moi 1.115
#4067,6063-TS P�;•' UCENS� •,C����
69 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" *i No 58705
#4050A,6063-T6 #4051 A,6063-T5 #985C,6063-T5 �1•
(USED W/GRILL KIT) v D t `
1070 TECHNOLOGY DRNE P0"�' �� ` 77-.':
N.VENICE,FL 34275 EXTRUSIONS&FRAME CORNER DETAIL i0'T '• TE �tT�"
(941)d80-1609 ,m.: i� •'•'`:L ORIOA,,•' \��\
JRA8/1T G NO CHANGES THIS3HEET. CERT.OFAUTH.g2929� ALUM.SINGLE HUNG WINDOW,IMPACT QC�G��
CO ,GRI 1017 �sm�*,wr —am. dn.,c w.»a- R.n A.Ctav' 5WO.E.
° � °ate �°�"4B PGTIRt"ISTR '.. SHT00 Il8/f 7 91 404020 G FL P.E.#56745
F.K 96/05 J.J. 223/07 ALL RiGMSRESERt'FD
ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES:
I
WINDOW HEIGHT 1. ANCHOR TYPES: 1-114-ELCOULTRACONSOR-412
SUBSTRATE: 8,603 1 SCREWS INTO METAL,
34.603 40.603 46.603 52.603 68.603 64.603 76,000 2-1/4"ELCO SS4 CRETE-FLEX
ANCHOR TYPE: - , I,"'j".1 , ,,'j", 0 0 0 co 0 a 0 '.) 0 . 3-02SCREWS
Z z c1l z-z Zc'ro Z_ c,z-z c) z z
0 0 o o c4 0 0,40 0 0 0 0 cqo C,0-0 2.ANCHOR LOCATIONS ARE BASED ON THE
0 () 0 0 0 0 0 0 5 0 0 0 FOLLOWING DIMENSIONS,
WINDOW GLASS mll'z z Z-Z cio m C-4 0 o cl
c,r R 0 0 Cf 0 z m
WIDTH TYPE 0 � I-
C,D,E,F,G, 1 1 1 1 1 1 1 1 HEAD-18 112"MAX.FROM TOP CORNERS
'; .i . l 1.1 1 .2 - JAMBS-171/2"MAX.FROM TOP CORNERS
"2' 2'1'2 2"i i� ' `
19.125 J,K,L i i i _k 212 212 2;2 2 3 212 313 16'MAX FROM BOTTOM CORNERS
1 2 2 2 2 2'2 f'2'
21 2
H,I
6"MAX.BELOW MTG.RAIL
AB,M SILL-ANCHORS NOT REQUIRED
2 212 2.2 2 2 2121212 21 12 2
1221 2h 1 ;2 3212
ii 11 112 2 ,3
C,D,E,F,G, INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
2 213 NOTE 2.
H,I,J,K,L 12 111 112 112 1!2 1 22 2,22'12 2 13,
24.000 -i'i7 12 ili-i-I 21
i ll,�2 212 21 - �i
f i2
4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
2 2- 2 2i-2 2;r2 2 2 212 2 2 213 213 2F2 2f 3T3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
1-2 1 2 2- _F il
AB,M 2' 1 1 1,211 211 212 .2 3i3
C,D,E,F,G, 1 1 1 1 1 2 2 1 1 ARE i"LESS.
'[3 5.DESIGN PRESSURE LIMITATIONS:
1;2 1 12[�_Ii i"2 ii i`4
i2
3
HJAKL '1 2,
32.000
AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A
2;2 21311121 2
f BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
!3 2�2 2j3 213 212 213 313 2 2 31 3i;i ill i iTi, iFl� 3,-!3 414
12 i I. I i MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
12 i3 2;
C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE
...j.3 -1--4- 3' 4- MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
i-1,2-iF 2!3 3� '3'T 31' 1*4
37.000 H,kJ,K,L 212 �i2 21'2'.ij'ij'l 213 T 5 3 4 SIZE AND GLASS TYPE IS AVAILABLE.
AB,M - 1 2 1 1 2 1 2 2 1 2 2 1 2� 2 1 2 2 1 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE
T- 1_2
2 2�3 2i3 3 4 2;f - REQUIREMENTS.
2�2 1'2 2'2 213 112 213 2A 22 213 2;3.2: -i iT 314 3:3 314 315 3:3 414
PSF 79
C,D,E,F,G, 2 2 2, 2 2 2 2 2 2 2 2 2 2
.2 2 2
1 7 13 f- li'i-i
13-12!3 2j412� 3
40.000 H,I,J,K.L 21-2 "1 2 2f2 213 '2'1'2 2j3 2i3 2!2 2 3 211312 i I . 213 314 3I5 313 314_j 4
_2 2 2 2 2 2 2 2 2 2 2 2 2 21 2 2 2 2 212
_M_i --i m.—.[* _�_j —- -
21 2!4 213 3,3 314 2:3 3 4 3 5 313 3,4 4
2113 2s 2, 313 314
— 2
2 2 12 2i2 213 2;2,2 F3' '2' !"3 2: 3 414 TABLE KEY:
PSF 79 1 MAX PSF
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2�222 2 2 2 2 2 (LIP LIMITED) 118
2;:.2-
i1i i7
000 2 F2 3 21'3 313 2�4
44. H,IJ,K,L 3 315 313 3 4 4!5 3'4 4151
I i i HEAD 2
2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 JAMB ABOVE 2 3
AB,M .1.) 111. f 3-"
i 2 - - I il-�
_T2 �% 22 213 2:2 � 21 12 313 :4 MTG.
2 i; l'i =J133%Z3��4 t; 3 13 3j4 4 5 3 4 4 5 RAIL
';'.' PRODucr RsvIsm
PSF 79 79 JAMB BELOW as
"'Y'ftIgQ wdthdwme4m
C,D,E,F,G, 2 2 2 , 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL
iF .........
-3 3i4= 3;5 14 3!5 3!3 41 4-6 )4
213 212 21 -3 J4 2!
2 22 3 3t4 2 3 314 3 Fi '3'
I T
48.000 H,IJ,K,L 2 2 �l 3124 3i 5
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 (F By
—- i_*- __'_T__ -__ ___ - - M,4, �del--
T --2-13 313 314 4 2;:3 314 3[5,�3,F3,3 -I
d2 2i2 2 2'01 212 213 f4 14 316 313 4 i'5 4-1-'6 1 F4 5-1-5 UILL Dp)
ABN — HEAD 2 Dade
2
JAMB ABOVE 3
PSF 72 79 79 -2 MTG.RAIL LY
C,D,E,F,G, 2 2 2 3 2 2 3 2 'W ...
.I:jE.,KF,,LG. �22ji2 2 2 2 2 2 2
OW
T 416 *i'�4 516
�4 3;3 3j4 315 313 4 li 4 4116 31 JAMB BEL
53.125 21212 131 1 1 1 RAIL
3F�jil� 2"i �!*� 31
I MTG. No
212 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2
SEE TABLE'l FOR 58705
�2
2 2 2;2 212 2 3 2! 213 FULL DP
1070 TEMMOLOGY DRNc 0s-IATE
"'
N.VENICE,FL342 ANCHORAGE SPACING,1/1 WINDOWS
[�n I CN'
............
JRA 06/p6/17 G INO CHANGES THIS SHEET CERT.OF AUTH.#292M _1—Um.SINGLE HUNG WINDOW,IMPACT
/0
NTS siwc 404L A.LYNN VVW"P'�.
FGT.�Tpxs�w �%r 7_20 1 .
J.J.F.K. 7129/05 Z23/07 FLP.E.#58705
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES:
1.ANCHOR TYPES: I-1/4"ELCOULTRACONS OR#12
WINDOW HEIGHT SCREWS INTO METAL
SUBSTRATE-----_ 29.655 37.155 44.655 52.155 1 59.655 1 67.155 74.655 76.000 2-114"ELCO SS4 CRETE-FLEX
ANCHOR TYPE.---o u c)
WINDOW GLASS cq 0 0 11 3-#2 SCREWS
Z m 0
co 0 z Z!11�00,UZI_uz't 00 zo OZ z OZ no z q0 Z zm0 z z'j0"z_z
0 c 0 C\ 0 C4 0 0 C'I 0 0 q C"0 0 0 2,ANCHOR LOCATIONS ARE BASED ON THE
WIDTH TYPE 0 c U C.) 0 U 0 FOLLOWING DIMENSIONS:
C,D,E,F,G, I 1 1 1 1. 1 1 1 1 1 1 1 1
- JAMBS-17 112"MAX.FROM TOP CORNERS
H,I,J,K,L -j7..... Viill I '
;1 212 2i1 i 2 Yi 2 211 2',2 2:2 ............. 3'2 2!2 312
19.126 �2 21;2 2 21212 2,2 2,2 2;2 2 2 312
2!2 3i 16"MAX,FROM BOTTOM CORNERS
6"MAX.BELOW MTG.RAIL
A,B,M _T
SILL-ANCHORS NOT REQUIRED
2 12 21 12 Z2 2i2 i_12" 2F2 ii
1 212 211 2: 1 212 2
PSF 79 3.INSTALL PER THE ADJACENT TABLE ANCHOR
C,D,E,F,G, 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
3 j ±"23jI2 ;2 2 2 3i2
1 12 Ill 21212T 2!2 212121
- _j f lFj j�
24.000 H,IAK,L 'I F11 1 2 2112 312 12 12 332
-I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
--j--1 1'j -'-i il1. .
A,B,M 1 1, - ' *-f -_T_[ 2l2r2 ij_ 2 2'j jjfl FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
PSF 68 77 111,2j2 2!2 ili 2 12 2F 2 212 212 2,2 2, 3�2 31 �2 3 2 312 '2 3 1 ARE 1"LESS.
QD,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 i 1 5. DESIGN PRESSURE LIMITATIONS:
-IT,
4,
32.000 H.1,J,K,L I F1 212 2'12 2 12 3113 313 212 iii li iT i 4 3 4- SIZE BLOCKS OF THE ADJACENT TABLE WITH A
213 2 i;3 �12 313 313 3' SOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
ABM 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
._] YI.- �T
-x_f'_ ii.— - -.1i
-3,
1=1 213 212 2:21313'iTi 313 313 4' 3 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE
�,3 MUM DESIGN PRESSURE FOR THE RESPECTIVE
PSF 59 67 �9 1 - MAXIMUM
AND GLASS TYPE IS AVAILABLE,
C,D,E,F,G, 1 1 1 2 1 2 1 2 1 2 2
2 1 2 2 2 2. E NOTE 4.SHEET 11 FOR METAL SUBSTRATE
37.000 �11 _2T2 213 23 3,3 212 ifi '3'il .'3- 41' 6. SE
REQUIREMENTS.
HJI 1 2,2 2t2 f i lj�L-4�1 j [j �T4 312 4131
ji
ABM 1 2 1 1 2 .1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2
i 4-
-11-1 -2 F2 213 212 12i313'3 212 313 31 313 iI2 Ji -1-33-F-2.4-1-3- [i
2. 1 13 313 4)4
'2 21i 414
PSF 54 1 79 62 79
C,D,E,F,G, 2 1 2 2 2 . 2 2 2 2 2 2 2 2 2
1 i,ji
H,I,J,K:L 7TU 7 11- 1 i I—- 1 1
--- "' -]- 13 5�!3
3 i T I : i
40.000 11-1 t 17-1 -2 F2 YI 2- 2! . , . 1 1 3!3 45 3, 4�3 13 �'1;3 414 3F3 4 3 44 3' TABLE KEY:
A,B,M 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
71 -1-1 Fl.-1 F1 -2 F2 _22.'jf� 2- 3 i�i'il'*_3 i� 1 MAX PSF
i 3 2.2 313 C3 3! JJ3 i:3 413 414'ii 4 �`
PSF 49 79 56 79 79 (DP LIMITED) 117
C,D,E,F,G, 2 2 2 2 2 2
2 2 2 2 2 1 2 2 2 2 2 2 HEAD I 3
T
Ill _i -2 F2 _4`� ;'3
44M0 H,I,J,K,L 2 2 ;2 3�3 212 3!14 j 313 41;4 3!'� 4' 3-i% 'i 47i 414 3 5'4 JAMB ABOVE J33
A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.PAL
W PRODUCT RFVISF6
- _T2 Yi 3 2
1 F1 2F21i[i12 :,2 31313F4 213 813 414 Fi Til 4;4.3,3.4•3 414 JAMB BELOW
ffilildi.q Code
PSF 45 74 51 74 1 1 79 79 1 MTG.RAIL
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 E. itat,n
3 2
48.000 - _T2 2--f-2- 2 2___311_3'iT� - -74' 4!"i 5'*�1'4 f-4 _4"; 6*f 4 (FULL DP)
H,I,J,K,L 1 F1 1TI I F1 2 3 :4 ij� 13 44 44 4;4 33 4 4j4
I i I I - Dy
ABM 2 2 2 2 2 2 2 2 '2 3 2 1 2 2 2 2 3 2 2 3 2 2 HEAD 2 Miani de Prodef 0jifto
Pm
-4—D'
_fFT-1 _T 1 2 2 2 2-373 21 313- T---- ---
.127�
41-4 4 414 4.3 5 i 4 JANE ABOVE I
F1 14 '3 i 3-1, 411�13 _14 C3 5!41
PSF 41 67 46 67 76 79 1
I MTG.RAIL QiAY LYN/v
C,D,E,F,G 2 2 2 2 3 2 " o 41
3 JAM BEL(
?W 2 3 1 2ij 53 1 2 3 )w
H.1,J,K,L i- 3 6""
53.126 1 IT, -27-2 3 3 ��._3313 e� ;3 414 4:4 3, .4-T' 4:�1 5- 4 G.RAIL
1 TI 1 12 21 . T 4 4 �6 54 .6'oi MT No.58705
2 2 2 2 1 2 1 2 3
A,B,M 2 3 2 3 3 2 2 2 2 3 SEE TABLE 2 FOR z
'414 3 614
1'� 14� 14
'4 3 3 C414413* 4114�
I FULL DIP
Ill Ill 111121212 2 3 33 4' d4 3;3� �j 53 14 316%
1070 TECHNOLOGY DRIVE
.VENICE.FL342 ANCHORAGE SPACING,STANDARD VIEW -T
(941)
INO CHANGES CERT.0
JR 061007 �`G ES THIS SHEET. I,::.:: ALUM.SINGLE HUNG WINDOW,IMPACT
Cop-Mcni? I - NN, L P.E.
�
F.K. 7129/05 J.J. 2/'13/07 nttwaNrs aas�xvm
vftINC, SH700 "ZTS FL P.E1 58705
ANCHOR QUANTITIES ABOVE MEETING RAIL(HEADS,JAMBSI,CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES:
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: I-114'ELCO ULTRACONS OR#12
SUBSTRATE: 17.125 22.668 28.211 1 33.754 39.296 44.839 50.382 55.925 SCREWS INTO METAL
ANCHOR�TYk&-�'-o L) 0 a (0) 0 0 a N 0 000 0 0 0 0 0 0 0 0 CN()I (-) no 0 2-1/4-ECO SS4CRETE-FLEX
-no z zcoo"z z 0 z z0 z-z 00 z z m 0 Z-Z(Iio z-z 0 z z 3-#12 SCREWS
WINDOW GLASS a c"o-o cq 0 0 c1l O 0 0 C'To(N o o o-o cl o 0 c'3 o o cl-0-0 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
9
Typ C) 0 0 0 0 0
WIDTH TYPE I I DIMENSIONS:
19.125 D,E,F,J. 1 1 1 1 1 1 .1 .1 1 1 1 1 1, 1. 1 1 1 1 1 1 1 1 1.. HEAD-18112"MAX.MAX FROM CORNERS
K,L 1 1 ..2.. .2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 -3 JAMBS-17 112.MAXFROM TOP CORNERS
t),E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MAX.ABOVE THE MEETING RAIL
24.000 -, - - 1 .1.11-1 11 1 .
-'f j'' - - 1. 1-1-1.1- -1-1 111- 1-111. . I . - -.1.1. 6"MAX.BELOW MTG.RAIL
K,L 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 15"MAX.FROM BOTTOM CORNERS
32.000 D,E,F,J, 1 11 1 1. 1 SILL-ANCHORS NOT REQUIRED
K,L 1 2 2 2 3 2 3 3 3 3 3 2 4 4 3 4 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
PSF 79 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR
37.000 D,E,F,J, I 1 1 2 1 2 2 1 2 2 1 2 2 1 2 22 2 1
2 1 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW.
K ' 3 - 4
-1.1 1 .. _,L 1 1 1 2 2 3 4 3 3 1 4� 1 4 5 4 5 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
PSF 79 79 79 79 WINDOWS ARE 12 5/8"MIN.TO 38"MAX. ,
5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
40.000 D,E.F.J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
K,L 2 2 2 3 3.
-3 3 4 3 4 4* "'-3-"'-6- -'4- 6 5 4 6
PSF 79 76 79 77 79 79 79 , 6.DESIGN PRESSURE LIMITATIONS:
-2 2 2 2 2 2 2 .2 2 2 2 SIZE BLOCKS OF THE ADJACENT TABLE WITH ABOLD
44.000 D,E,F,J. 2
_�_. - 1 2 2 ITALICIZED VALUE ABOVE THEM,'INDICATE A MAXIMUM
K,L 1 1 1 2 2 -2 3 3 -3 4 4 4 4 -3 5 4 3 5 5 4 5 5 4 6 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
PSF M 79 70 79 79 71 79 73 76 1 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN
48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
31
K,L -1 -j- j 6 TYPE IS AVAILABLE.
1 2 1 1 3 3 -4 44 -4- 6 4 5-" 4 6 5 4 6 6 7. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS:
3
PSF. 79 63 71 79 64 74 66 69 69
-- 77 TABLE 7.KEY:
53.125 D,E,F,J,l 2 2 2 ::2:p2 3 ,�2_ 2 3 2 -3 _2 3 --3-FF-2- 2 3
1 2 2
2 2 2 3 3 4 -4 MAX PSF SEE TABLE 3 FOR
(DP LJmrrED)Fll2j FULL DP
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEADABOVE2
�
2
TABLE 8. JAMB 2
SASH HEIGHT MTG.RAL
SUBSTRATE- 12*776 15.7u7 6 8.7u7 6 21.7u7 6 24,7u7 6 27.776 30.776 31.106
ANCHOR u cl� 0 0 0 L) 0 0 0 0 0 (FULL DP)l
WIND&W q 0 z z z ' 0 z z 0 0 z - z 0 z z 0 Z '�0 ' 0z _ u. vt ' 0 _ 0
cl 0 z z
ON 0 0 0 o ONO 0 o 00 00 0 0 0 � � HED 2
0 0
0 01 '
WID I- JAMBABOVEl 4
1925 1 1 2 1 2 2 1 1 -2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
9.1 MTG.RAIL
24.000 2-T-17 1 2 1 2 2 2 2 2 2 2 -2 2. 2 2 2 2 3 2 2 3 2 2
32,000 2 1 1 1 2 2 2 2 3 2 2 3 2 $ 3 2 3 3 2 3 4 2 3 4 2 3 TABLE 8.KEY- PRODUCTIMVISED
- 9-mf4yi-g with il"PIMA.
37.000 79 MAX PSF .
�L=2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 3 3 A=pmawlNol
4 (OP LIMITED) 112
40.000 74 JAMB BELOW 2 13y
3 2 3 4 3 4 3 4
2 2 2 2 2 2 3 2 3 Mi 1- --1- 1 1
68 78 1 MTG.RAIL
44.000 2 3 2 3 -4-T-3-T-3
2 2 2 2 2 3 3 3 (FULL DP)
63 72 79
48.000 JNA3 BELOW
- 2 2 2 2 2 2 3 2 3 4 3 1 3 4 3 4 4 1 3 4-1 5 3 4 ,-5 1 3 4 Ml G.RAIL Na,58705
53.125
2
73 58 66T7
-- SEE TABLE 3 FOR
2 2 2 2 2 2 3 3 3 1 4 1 3 1 4_14 1 3 1 4 1 5 1 3 1 4 1 6 1 3 1 5 1 5 3 5 FULL DP
1070TECH OLOGYDRIVS C) S ATE 0
N.VENICE,FL 342 ANCHORAGE SPACING,CUSTOM VIEW
75
(941)480-1600 "',NN
J'-JR'Jl66117 I'G'JIVO CHANGES THIS SHEET. CERT.OF AUTH.029296 ALUM.SINGLE HUNG WINDOW,IMPACT ONAL
juT A.LYNN P.E.
'0 mst�m e
607 swoo FL P.El 5870'5
<,A EXTERIOR INTERIOR F NOTES:
1-3/4"MIN.EDGE _> 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
ULT TAILS) (SEE NOTE 2&3) APPROVED 114"ELCO ULTRACONS OR 1/4"S$4 CRETE-FLEX. MINIMUM DISTANCE FROM
BACON ANCHOR) (ALL HEAD AND SILL DE WOOD ANCHOR
2-1/2"MIN.EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 134"FOR ULTRACONS INTO CONC.,2-t/2"E.D.FOR
(CRETEFLEX ANCHOR)— (SEE NOTE I&3) 2x0
IOD BYEC'K ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC.
IE
(s NOTE —I'MIN.EDGE 2,FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(Gs),
3.35 KSI MIN. 1/4"S64 CRETE-FLEX FOR DETAILS B&D OR 0.131"0x 2-1/2"COMMON NAILS(F1667 NL CM
CONCRETE N S-07 Z(8d))8d PENNY Ss ZINC COATED COMMON NAILS,TYPE 1,STYLE 10—FIN MOUNTED
13/4"MIN. ONLY(SEE DETAILS E,F AND G THIS SHEET)
OPTIONAL lx
3.WOOD DUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE
WOOD SUCK c MIN. TOTAL THICKNESS IS LESS THAN 1 112". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE
(SEE NOTE 3) _r t I 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
1/4' ENGINEERED BY OTHERS,OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
MAX.J 1:14"T
4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM SHIM 6063-T5 AND A MINIMUM OF 1/8"THICK.FOR ATTACHMENT TO STEEL OR STEEL STUDS'
DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045"
THICK.THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
1-1/4"MIN,EDGE(CMU) 1-3/4'MIN.EDGE(ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL
2-112"MIN.EDGE(ULTJCRETEFLEX INTO CMU&CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN
1-3/4'MIN.EDGE(CONC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
1/4"MAX.SHIM 1 3/8" 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS,
MIN- 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS.
1/4"MAX.SHIM 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CONCRETE ANCHOR, I'MIN,EDGE FLORIDA BUILDING CODE.
FH BELOW MEETING WOOD ANCHOR,
RAIL.(SEE NOTE 2)
FH BELOW MEETING
RAIL.(SEE NOTE 2)
3.35 KSI MIN.CONCRETE
OR 1.5 KSI MIN.CMU
INTERIOR
IIIRAIL.
BUCK OPTIONAL WITH SOLID CONCRETE OR (ALL JAMB DETAILS)
CMU SUBSTRATE(SEE NOTE 3) EXTERIOR
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
11,4r" 5/6"MIN.EDGE
2-1/2"EMBEDMENT MAX.. 1/4"
SHIM —WOOD FRAME MAX.
I L
O
_t
—WOOD FRAME SHIM
.131"DIA MIN--] EDGE PRODUCT REVISED
ling
as wl.plyfid with the rforw
poddingx2l/2"NAIL, oding Code
.131"DIA.MIN. 2-1/2'E AT CORN.— A—Ptmwt4ol -063'0.0$x 21/2"NAIL AND 5"O.C. —WOOD FRAME MOOD Date
RAND
ply
AND 5"O.C. 5/8'MIN.EDGE Miami adepirodmt
131"DIA.MIN, riJ
114x2l/2"NAIL. JAY LYNIv 1/,
MAX,MAXAT CORNERS
SHIM AND 5*O.C. 2-1/2"EMBEDMENT
DETAIL F,(HEAD) DETAIL q,(JAMB) DETAIL G, (SILL) N°'s6765 s
TYPICAL INTEGRAL FIN ANCHORAGE
T,
1070TECHNOLOGY DRIVE 0.00. A EDP 4-
N NJ ANCHORAGE DETAILS
,VE VENICE,
(941)490-1600 st. ..... ...* C,
Z, -
CERT.OF AUTH.#2 ALUM.SINGLE HUNG WINDOW,IMPACT OtVAL
JR OB/0$/fT G REVISED TO NEW2017 FBO ANCHORAGE. A.LYN R,P.E..
Gheekad BY Halo PGTINQUSTR ,w - Ry. - R�
F.K.11111105 1 J.J. SH7017 4�0-20 G FLiliE.#58705