HomeMy WebLinkAboutProduct Approval ` MIAM1•DADE MIAMI-DADE COUNTY
9 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE'R) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMI1gSTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.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 in
DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.I.
APPROVAL DO rawmg o. - t e um. Single Hung Window,Impact", sheets 1
through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with
the Notice o - County Product Control Section.
SILE IMPACT RATING:Large and Small Missile Impact Resistant.
LABELIN : ac manu acturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 16-0714.06 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 17-0630.08
MlAM1 DADE COUNTY ®� Expiration Date: March 26,2021
Approval Date: November 30,2017
E Page 1
PGT Industries,Inc.
NOTICE.OF ACCEPTANCE: EVIDENCE SUBMHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated 09/01/05, with revision G dated 06/06/17,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, 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. 16-0 714.06)
2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory,Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 07-0322.06)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
..2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Woad 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 ControEx iner
NOA No. -0630.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-1
PGT Industries,Inc.
a
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
B. TESTS (CONTWU D)
4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under 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 10/05/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
6. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading-per FBC TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
..4) Small Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame, prepared by Fenestration Testing Laboratory,Inc., Test
Reports No. FTL-4647 and FTL-4650, dated 08/11/05,both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NDA No. 05-1018.01)
7. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.FTL-4646 and 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 el ere P.E.
Product Contr 1 Exa iner
NOA No. 7- 30.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (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 CERTIFICATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA)
for their"Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
Trosifol®Ultraciear, Clear and Color PVB Glass Interlayers dated 01/19/1 7,
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 511 Edition (2014) and FBC
6th Edition (2017), dated June 22,2017,issued by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated June 22,2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Reports No. FTL-4957,FTL4958 and FTL-
5063,issued by Fenestration Testing Laboratory, Inc., dated 10/03/06,signed and
sealed by Edmuado Largaespada,P.E.
(Submitted under NOA No. 07-032.2.06)
4. Laboratory compliance letter for Test Reports No. FTL-4646,FTL-4647,FTL-4648,
FTL-4649,FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05,signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0714.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.06,issued to PGT Industries,Inc. for their Series
"SH-700"Aluminum Single Hung Window- L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
an r z,P.E.
Product Cotr ol E aminer
NOA -0630.08
Expiration Date: March 26,2021.
Approval Date: November 30,2017
E-3
GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES I STANDARDS USED:
:
20 17 FLORIDA BUILDING CODE(FBC).M EDITION
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) .2014 FLORIDA BUILDING CODE(FBC),STH EDITION
-ASTM E1300-04
*ANSI/AF&PA NDS-2016 FOR WOOD CONSTRUCTION
A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8-ANNEALED GLASS WITH A.090'KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.) -ALUMINUM DESIGN MANUAL,ADM-2015
OR.090"SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) -AISI SI00-12
S.5116"LAMI CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE OF 1/8-HEAT STRENGTHENED GLASS WITH A -RISC 360-10
.090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR,090"SAFLEX* PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.5116"LAMI CONSISTING OF(2)LITES OF 1/8-HEAT STRENGTHENED GLASS WITH A
.090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP
D.7116'LAM[CONSISTING OF(2)LITES OF 3116-ANNEALED GLASS WITH A,09D'KURARAY TROSIFOO PVB(BY KURARAY AMERICA,INC.) SHEET
OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERALNOTES 1
E.7116*LAM[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"SAFLEX' PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES- 3
F.7116"LAMI CONSISTING OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS WITH A.090-KURARAY TROSIFOL 0PVB(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 AIRSPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A HORIZ.SECTIONS............5
.090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST -.................6
H.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAW CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE EXTRUSIONS................ 7
OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL' PVB(BY KURARAY AMERICA,INC.) CORNER DETAIL,.............7
OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE ..........8-11
1.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS
WITH A.090"KURARAY TROSIFOLAVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A
.090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
K.13t16"LAMI IG.(1)LITE OF 1/8-TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE Material Min.Fy Min,Fu
OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL' PVB(BY KURARAY AMERICA,INC.) Steel Screw 92 ksi 120 ksi
OR.090"SAFLEX'PV13 INTERLAYER(By EASTMAN CHEMICAL COMPANY)
L.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS Elco UltraCon(111 155 ksi 177 ksi
WITH A.090"KURARAY TRCSIF01_PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 410 SS Elco CreteFtex(M 127.4 ksi 189.7 ksl
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 ksl 22 ksi
.090-KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.09G"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 36 ksi 58 ksl
2.CONFIGURATIONS:"OX"(1t1,VIEW AND RADIUS TOP,ALL W1 LOW OR HIGH SILL OPTION) Gr.33 Steel Stud 1 33 ksi 45 ksi 1
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,ASO.
4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5.SHUTTERS ARE NOT REQUIRED, PRODUCTREVISED
.camp4yillg with the Florida
E1.11di.g Cedc
A� 7,
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. =pIz - 0.0ig
inti Date
2D2.4
7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL4650,FTL4651,FTL-4723,FTL-4957,FTL-4958 AND FTIL-50621.
ANSI1AF&PA NDS FOR WOOD CONSTRUCTION By
It C'
MI-Dad.Product C,
'tV
ALUMINUM DESIGN MANUAL it'll,
8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. -i..L,f.I.V'V
9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY Z
HURRICANE ZONE(HVHZ). z No.58705
10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED.
1070 TECHNOLOGY DRIVE -T,
RZ
N.VENICE,FL 34276 GENERAL NOTES
6 [F
(941)480-IODO ONAL***
'j.q'1oam17 I G JUPDATELIANCHOI14 Ca
CERT.OF AUTH.#2929 ALUM.SINGLE HUNG WINDOW,IMPACT /"' sk�
GE TO POD 2017. 011111\
A.LYNN MILLER,P.E.
F.K 1°9111105 1' .117. �TS 11 4040-20 G FL P.E.#58705
Part# Description Material
TI n n r---) n 71 Kornmeding 4SG TPS Spacer Systemrl See this
72 Quanex Super Spacer nXrvAth Hot Matt Butyl Sheet for
Materials
73 Quanex Duraseal Spacer
1/2"NOM. 4 1/2"NO 74 Canal)(L Edge Spacer
41 GLASS GLASS SITE d
E REFERENCE TEST REPORTS;FFL-B717,8968&8970
--( UO A 37 3 7�
1/8-ANNEALED OR HEAT STRENGTHENE GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB,INTERLAYER
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
5/16"NOM, 7/16"LAMINATED
5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83
Hi85)
NOTE,
71-74 71-74 EXTERIOR INTERIOR LAMI IG OUTBOARD
LITES MAY BE
(ALL SECTIONS) UPGRADED TO 3116'
F1 n fl r---) WITH NO CHANGE IN
DESIGN PRESSURE.
KURARAY TROSIFOL'
1/2"NOM. 1/2"NOM. PVB INTERLAYER
46 GLASS SITE 46 GLASS SITE O
SAFLEXPVB INITERLAYER BY
1 EASTMAN CHEMICAL COMPANY
38
3870 UD
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER —090 PVB INTERLAYER
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
5/16"LAMINATED 7116"LAMINATED
AIR SPACE AIR SPACE
1/8"ANNEALED OR TEMPERED GLASS — 1/8"TEMPERED GLASS
13116"NOM.
13/16"LAMI IG GLASS W/5/16"LAW 86�7,88 or 92 13/16"LAW IG GLASS W/7/16"LAW 89,90 or 91
ALUMINUM
SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA
STRUCTURAL BUTYLENE 5/16'NOM. PRODUCT VLEVISED
SILICONE SEAL
STRUCTURAL <��j I F 3/16"NOK 113-N S n comnlyffigvich fl.Florida
114"NOM' DAM SUTYL& SILICONE SEAL B.Vdi�-g
POLYISOBUTYLENE— WITH 'y •
ROLL-FORMED
INT.GLASS
1\ LICEN�,'
Cage
CASTAINLESS STEEL—\ E.i.11.'D
WITH DESICCANT DESIC NT DESICCANT
% FOAM
EXT.GLASS EXT.GLASS EXT.GLASS 'BY
EXT_GLASSad.
INT.GLASS INT.GLASS INT.GLASS op
KODISPACE SUPER 8DURASEAL@ IsXLEDGE� No.587o5
4SG TPS SPACERDNXT'" SPACER SPACER
..30 6
1070 TECHNOLOGY DRIVE 7\\, 2TA�/
N.VENICE,F111111 GLAZING DETAILS OA
'�ONAL
CERT.OF AUTH.#29208 IUM.SINGLE HUNG WINDOW,IMPACT 11
JR 17 1—G INO CHANGES THIS SHEEL A.'AWVAUR%\P.E.
Dow nT.Quv1=1.. Ry. SH700 7111 2 404040 FL P.E.#58705
FJC w1m6 I JJ. Z23V7 I
i
/1 FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT "0"
'AWTH GLASS TYPE B " 66" 68" 70•' 72" 74" 76^ MEETING RAIL
48 A,B,M +80.0 -$0.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 HT.
50" A,B.M +80.0 -80.0 +60.0 -80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.D -80.0 +79.0 -79.0
52" A,B,M +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80,0 +78.6 -78,8 +77.3 -77.3 +75.9 -75.9 1 "X SA SH
63118" A,B,M +80.0 -80,0 +80.0 -80.0 +79.6 -79.6 +76.2 -78.2 +76,9 -76.9 +75.4 -76A +74.0 -74.0 _1L
UPTOS31/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -B0.0 +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 W1 HIGH SILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT "0"
WIDTH GLASS TYPE 38 3/8" 44" 60 S18" 63" 72" 74" 76"
MEETING RAIL
+8p.q -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. �T
60" A,B,M +80.0 -80.0 +80.0 -80,0 +80.0 -80.0 +79.9 -79,9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 X„ I H
62" A,B,M +80,0 -80.0 +80,0 -8D.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 -+68.8 -68.8 +67.6 67.6 �L
63 tt8" A,B,M +80.0 -80.0 +80.0 -80.0 +80,0 -60,0 +75.0 -75.0 +68.0 -68,0 +66.7 -68.7 +65.5 -65.5 j
UP TO 63 118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80,0 -80.0 +B0,0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.p -70.0
CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. �
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS w NT
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 76"INTEGRAL FIN) Oa MINUS i
WIDTH GLASS TYPE 17 118" 1 2211116" 1 28 3/16•' 1 333/4- 1 396116" 4413116" 60 318" 6516116" -' SASH
53 118" D,E,F,J,K,L4�1+80.0 -80,0 1+80,0 1 -80.0 1 +80.0 1 -80.0 1+80.0 1 -80.0 1+70,0 1 -70.0 1+70.0 -70.0 1 +70.0 1 -70.0 1+70.0 -70.0 HT. MEETING RAIL }
GLASS TYPES- TEST REPORTS TABLE 4. SAS}I H
A.6116"LAMI-(118"A„090,1/8"A) FTL-4647,4648,4723,4957 S
B.5/16"LAMI-(1/8"A,.090,1/8"HS) FTL-4647,4648
C.5/16"LAMI- 118"HS,.090,1/8"HS) FTL-0647,4646
D,7116"LAMI-(3116"A,.090,3/16"A) FTL-4645,4885
E.7/16"LAMI-(3/16"A„090,3/16"HS) FTL-4645
F.7/16"LAW-(3/16"HS„090,3/16"HS) FTL-4645
G.13116"LAMI 1G-1/8"T,AIR SPACE,5116"LAMI-(1/8"A,.090,118"A) FTL-4646,4723 PRODUC!'RE"36D
H.13116"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"A.090,1/6"HS) M-4646 as com6lyinswid�ctE6 i
Buildia6 CadO
I. 13/16"LAM[IG-1/B"T,AIR SPACE,5116"LAMI-(1/8"HS,.090,1/8"HS) FTL-4646 A, I-'- /D�1
Ex Ira' r J};dc
J.13/16'LAMI IG-US'T,AIR SPACE,7116"LAMI-(WITA„090,3/16"A) FTL4649,4650
K.13076"LAMI IG T,AIR SPACE,7/16"LAMI- 3/16"A,.090,3/16"HS FTL-4649,4650,4958
( ) .4ismi ada Product I
L.13/16"LAMI IG-1/8"T.AIR SPACE,7/16"LAMI-(3/16"HS,.09D,3/16-HS) FTL-4649,4650 1 y y y{I I J I
M.13/16"LAMI IG-1/8"A,AIR SPACE,5116"LAMI-(10A,.090,1/8"A) FTL-5063 .``NlxO,,....NN
LICENSE•.C�
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
PRESSURES ARE UNEFFECTED. =14; No.58705
2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. -
3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. _
_ 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY} ,46-7:
5.REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 'O� 7
tOiQ TECHNOLOGY O-VE SIGN PRESSURES ';�S''•F<oRIDA..•''�t' �
LIMITATIONS. N,VENICE,FL 3427s
41)480-160
ar^. CEAT90FAUTH 929298 ALUM.SINGLE HUNG WINDOW,IMPACT ONALI�NG���
JR OB✓O6/17 G NO CHANGES THIS SHEET. "„ �,,,,. G.^,,; G,,.n,w -a... A.LYNN M�LLER,P.E.
GOPYRIGXT0101t
taa,",ar:ar0. cn ixar PGTmo'JaTniE9,mG. SH70D NTS 3 1 f 4040-20 G FL P,E.#58705
F.K. 9/7/05 J.J. 223x07 A I-fffsfiFo -
53 118"MAX.FLANGED WIDTH
52118"MAX.I.F.WIDTH
49 5/8"MAX.FIXED c
OLD(ALL) 0
7ST'MAX. F 76"MAX.
I.F. A A LF� I.F.
SEE DLO C—i
TABLE D—J HEI HT SEE DLO HEIGHT 3HT SEE DLO HEIGHT
3HT
TABLE 0 A TABLE 0
L 76" 76"MAX. 76"' AX.
FLANGED L FLANGED L FLANGED
HEIGHT HEIGHT HEIGHT
T- --:i,6'j
SEE DLO MAX.
TABLE x SASH SEE DLO SEE SEE OLD x
(MAX.) HET HT TABLE x NO 4 TABLE
48 114-MI.
VENT DLI(AL�L DETAIL B DETAIL C
DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)
E
i.
75" 75�MAX.
HEI HT E—J HEIGHT
SEE DLO SEE DLO
TABLE -DLO
'BLE
L
:OLD S
TABLE _ENO
4""4"
ENT DLO'ALL
DETAIL
TA A
TABLE 0
761,
76"MAX. r2 �77AX.
FLANGED FLANGED
HEIGHT HEIGHT
L
T- 20 20.
SEE DLO TABLE SASH SEE DI-0 TABLE X SASH PRODUCTREVISFID
HEIGHT HEIGHT us complying witb It-Fbft
Building Code
DETAIL D DETAIL E
By
VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) Nlim'Dad.
NOTES:
1 SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2'SEE SHEET 7 FOR CORNER DETAIL VIEWS. NO.58705
s
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 Iz
OF
1070
TECHNOLOGYft
DRIVE OR[
N.VENICE,
R.34275 ELEVATIONS
,, IVAL
(941)48D-1 600 Fl-D 100",
n. CERT,OF AU TH.#29295 ALUM.SINGLE HUNG WINDOW,IMPACT I
JR — NG
066117 'G NO CHANGES THIS SHEEP, -PYRIGHT.m' LYNN MILLER,P.E.
ZT. SH700 NTS 4 4040-20 G FL P.El 58705
2123107 �RIGMM� ..........L
. e E
V
2.784 —1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR
I( OPTIONAL BOTTOM LOCKS,(1)6-FROM EACH SIDE OF SASH, 26 27 NOTE:BALANCE PARTS USED
INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
31 9,10,11,15,16
__--_------ — ---_---
MAX.
FIXED 2.710"
7,8 OR 17
---
LITE
DAYLIGHT 25 —
OPENING
I
25 MAX.FIXED LITE DAYLIGHT OPENING OUTSIDE
MAX.WIDTH
SECTION A-A 6
aurslDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE
23
47 50
MAX,
HEIGHT 8-- 2.946
( HIGH I
OUTSIDE ( SILL02.330MAX.
VENTDAYLIGHT HIGH SILL HEAD JAMB OUTSIDE
OPENING
68 2.710"
I.F.FRAME
28 53 1}
OUTSIDE I
PRODUCT REVISED
6 M complying with the F7ckein
iluiidiog Codm
53 Acccptnncm'No j "ob D.ofj
—T
2.946" Expiration Dnte
52 2.330" (HIGH SILL) 63 j
(LOW SILL) L By
rd,n nee tit fi 9"
SEE NOTE ABOVE 54 64
�()tAl LYIVN '.
67
3 30 ULTRALIFT
12 ONLYULTRALIFT Z>ti No.58705
12 ONLY SECTION C-C
SECTION B-B ALTERNATE HIGH SILL RADIUS TOP - 6 =
(LOW SILL SHOWN) (HEAD DETAIL-FLANGED VERSION) O , 1� Qr
s ATE o
1070N.VErIICETECHNOLFOGY 1)l34275NE SECTIONS ���`� •'F�aRtDR.•'•�C��
(941)480-1600 "— //'/�SAON -NG
n...a eY am: n.N'Gr' CERT.OF AUTH.429299 ALUM.SINGLE WINDOW,IMPACT rr, AtL1�,ti``
JR 08/06/17 G NOCNANGESTHISSHEET: corvworrrmaov s",wnuua: ud. en..e mw,.rm 4.< A.LYNN MILLER,P.E.
°eP B p`' �° °0a F6 iNo09"'k 0 ® srn0a Half 6 x 11 4tW0-20 G FL P.E.#58705
F.IC 9/1/05 J.J. Z2"7 nLL pIOHTS PESEIiVED
ITEM DWGL# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT#
I 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K
2 1166 #8 X 1.000 QUADFN.SMS 781 POA 61 SCREEN CLOTH 61816
3 4003c FLANGE FRAME SILL(LOWSILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402
6 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706XI
6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LAA41 628VISIO
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,3/8,518",OR 11/16' 70 ISILICONE,DOW 791,899,995 OR GE 7700
10 1080—BALANCE COVER,3/8"OR 5/8'. 6BALCVR916— 80 A GLASS,5116"LAMI,(I/B'A,.090 PVB,118"A)
11 #8 X.750 PH.PN.SIMS 7B34AA 81 B.GLASS,5/16"LAMI.,(1/8-A,.090 PVB,1/8`HS)
12 BALANCE BOTTOM BRACKET 73ALTBKT 82 C.GLASS,5/16"LAM[,(I/8"HS,.090 PVB,118"HS)
13 1085M006 SASH TOP GUIDE 42504 83 D.GLASS,7/16'LAM[,(3[16'A.090 PVB,3116"A)
16 #8 X 1 PHILLIPS FLAT HEAD S.STL 78XIFPAX 84 E.GLASS,7/16-LAM,($116-A,.090 PVB,3/16-HS)
16 1080-1 1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7116"LAMI,(3/16"HS,.090 PVB,311 6-HS)
17 4053 SASH STOP COVER 64053 86 G.GLASS,13116"LAMI IG;1/87,AIR SPACE,5/16"LAMI,0/6'11,-090 PVB,118'N
18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAM]IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"A,.090 PVB,1/8"HS)
19 #8-32 X 112"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAMI IG;118"T,AIR SPACE,5116"LAMI,(1/6"HS,,090 PVB,I/B"HS)
21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13116"LAM IG;118-17,AIR SPACE,7/16"LAM,(3/16'A.090 PVB,3/16"A)
23 4006C SASH TOP RAIL 64006 90 K GLASS,13/16"LAM)IG;1/B'r,AIR SPACE,7/16"LAMI,(3/16"J's.090 PVB,3/16"HS)
26 1236 WSTP.,.1 70 X.270 BACK,FIN SEAL 67816G 91L 13116"LAMI IG;1187,AIR SPACE,7116"LAME,(3/16"HS,.090 PVB,3/16"HS)
26 1096 SWEEP LATCH 71096 92 M. i13/16"LAMI IG;1/8'A PAR SPACE,5/16"LAMI,(1/8'A.090 PVB.1/8"N
27 1016 #8 X.625 PH.FL.SMS 7858 2.878
28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 .784—
30 1220 WSTP.,BULB VINYL STP249
31 4008 SASH SIDE RAIL 612231 .062-
34 1268 SASH FACE GUIDE 42501 1.k 30
35 1622 LAMI SETTING BLOCK 3132"X 25/64"X V 71622K 1,55
`36 1062 LAMI IG SETTING BLOCK 1"X 314"X 1116" 71052K
37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247WK 062—+-
38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K
41 40398 GLAZING BEAD,5116 LAM.GLASS, 640398 47 FRAME,I.F.HEAD
42 40448 GLAZING,BEAD,5116 LAMI W/GRILL KIT 644703 #4071 A.6063-T6
44 4222A GLAZING BEAD,7/16"LAM 64222 FRAME, I.F.LOW SILL
46 985C GLAZING BEAD,7116"LAM W/GRiLL KIT 6985
46 4067 GLAZING'BEAD,13/16"LAMI I.G. 640672.908— #4072A.6063-T6
47 4071A FRAME,I.F.HEAD 64071
48 4072A FRAME,I.F.LOW SILL 64072 —2.374-
49 4073A FRAME,I.F.HIGH SILL 64073 PRODUCT RE19SFO
so 40748 FRAME,I.F.JAMB 64074 ug crmplyimwith the Florida
fmildiuSC.de
52 4009 SILL LATCH(EGRESS) (LOW SILL) 764009 .062 NOM Ac'pta—MTHICKNESS D'ao0
e ve
D.(
53 1088 SPRING,SILL LATCH(EGRESS) 78PRNG 4A71 2'71 :
54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 — By
55 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOM NOmr D.d.Product C
56 1630 SCREEN CORNER KEY WRINGS 71630 THICKNESS
67 1631 SCREEN CORNER KEYWrOUTRINGS 71631014y Ly
58. 1073 'A
SCREEN SPRING 7CASP -'—\I-C-E..
59 1624
SCREEN SPLINE-.136 DIA FOAM 61624K @)FRAME, I.F.JAMB
#4074B,6063-T6 No,5870$
49 FRAME, I.F.HIGH SILL
#4073A,6063-T6 (USED AS RADIUS TOP HEAD)
1070 TECHNOLOGY DRIVE SO%, STA O
N.VENICE,FL 34275 PARTS LIST
(941)480.1600
CERT.OF AUTH.#29296 ALUM.SINGLEHUNG WINDOW,IMPACT AL
NO CHANGES THIS SHEET. WiMOLL P.E.
6 11 FL P.E.#58705
Far MMMES.W. SH760 NTS 4040-20
-Al-RMHW�M_
I.F.FRAME SEALANT ALONG ENTIRE JOINT'
I or 47 I.F.FRAME
2
Z784--j 062—
I II n n r
2.830 2.330
1.363
.062—4— 6 or 60
FLANGE FRAME HEAD
#4002A,6063-T6 WELD
—1.749— FLANGE FRAME SILL (LOW) ALONG
#4003C,6063-T6 SCREW
L CA
BOSS(2}
S
GASKET
B
SEALANT OR GASKET
21.7 10 AT HEAL)AND SILL
.062 738
.'490 .040 TVIEW D-D . VIEW E-E
, (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH STOP 17 SASH STOP COVER FRAME CORNER CONSTRUCTION
FLANGE FRAME JAMB #4025,6063-T5 #4053,6063-T5 050
#4004,6063-T5
(USED AS RADIUS TOP HEAD) 1.165
—2.326------
1.342 2.279--� 2T1349
.062 GLAZING BEAD.6/16"
#40396,6063-T5
.062 2.155
1.707 062— 1.979
8 SASH SIDE RAIL
#4008,6063-T5
FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL(LOW)
#4054A.6063HO-T6 #4006C,6063HS-T6 #4007,6063-T5 050 .050-5L -678
1.696 1 - f
78 42 GLAZING BEAD,5/16"
—2.326-1 #40446,6063-T5 PRODUCTREVISED
1,096 (USED W/GRILL KIT) n aamplyiug'�ilh the Normn
,062 T — T R Alcung Cole
17 GLAZING BEAD 7/16" 17-ab08
2.946 #4222,6063-TS
0
3.446
2.638 .683 050 Ng I;pip.' L-prodbvf
.062-
678 1.097
\\'�A'(LYNAv
.050 GLAZING BEAD, 13/16"IG
r=r�l E '."\,%GEN&,`•Z
#4067,6063-T5
2.784----�
1.115
SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7/16" No.58705
fig FLANGE FRAME SILL(HIGH) #985C,6063-T5
#4050A,6063-T6 #4051A,6063-T5 (USED Wl GRILL KIT) Yt
s 01
1070TECHNOLOrY RIVE 6 TEO
N.VENICE,FL 340 EXTRUSIONS&FRAME CORNER DETAIL
07
(941)48D.160 xlK-
CeRT.OF AUTH.#29296 me
SINGLE HUNG WINDOW,IMPACT e'tv
'JR '066117 'G . NO CHANGES THIS SHEET A.
404 FL P.E.#58705
E.
F. 7 11
K .9/1105 212&V7
ANCHOR QUANTITIES FOR IM FLANGED WINDOWS TABLES,
I 7!�J_ES-E
G No __
1/4"ELCO ULTRACONS OR#12
WINDOWHEQW-.. ANCHOR 1 NOTES;
F
28,603 34.603 40.6W 46.603 �52.603 64.003 76.000 .SCREWS INTO METAL
SUBSTRATE:----- 58.603 2-1/4"ELCO SS4 CRETE-FLEX
ANCHOR'-YPE: L) cl� 0 . 0 u 0 0 0 0 0 3-#12 SCREWS
Z Z m z -1 Z Z m z Z z a z z m z z
WINDOW GLASS 0 0 0 C\ro C-4 0 ZO 0 -pNZ-0 cqo" - _0" -
5 011 0 0 0 0 2.ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS.
Z 0"Ol
WIDTH TYPE F-0-
C,D,E,F,G, HEAD-18112"MAX.AX'FROM TOP CORNERS
1 1 1 1 JAMBS-17 1/2'MFROM TOP CORNERS
LOO-0
2-[2-2'1 ;2 '21 3 MAX.FROM BOTTOM CORNERS
H,I,J,K,L -1'12--1 1 112 1,1 11 2j 1,2 2 2 2i2 Z12 :21 2;i 2 212 212 2f2
19.125 iT 6"MAX.BELOW MTG.RAIL
SILL-ANCHORS NOT REQUIRED
212 2'2 212 2,2 2-2 212 2_: 2��,*2'- 2;
2 il 1!� Y: �T_2 2;2 2-1_1�
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 3.INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
_�-j j___.._..r
2,i
ii 3
-2 212 V2 2 2 i I,
H,I,J,K,L .'i[2 TF - 12 27i 3 3,3 2!2 3 NOTE Z
24.000 [i72 2,1 3 2 3
1 1 1 1 1 1 14,TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
3 3 1'3 212 313 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
'1 12 1 2''fli 2 212 1 22 2 2, 2 2 2 2.3 2 2 - 2 2f
i*,2- -1
-1 1 2 i[2 2 F2 21 il 3 21-"
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 ARE 1'LESS.
'5 11 2 3 213 2.2 2 2 3 313 212
': I F" 5.DESIGN PRESSURE LIMITATIONS:
32.000 H,I,J,K,L lj2 2,3 112 212 2 3 2'3 21 i�� �i'� 114 33 4
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
SOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
ABM �12 2i3 12 213 2!!3 2j2 213 213 313 34 312 3�3 ,
2-f i 1' I I i I MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
171i i Fi
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 i2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE
MUM DESIGN PRESSURE FOR THE RESPECTIVE
T- 314' - MAXI
�3 213 22,2,LZ i7j, 2 2;3 2,3 2;3 2 [3 3 SIZE AND GLASS TYPE IS AVAILABLE.
112_ _�1*2 213 112 2, -T
71
QJH,kJ,K 21 1414
10 ABN I 1 1 1 2 1 1 2 1 2, 2 1 2 2 1 .2 2 1 2 2 1 1 2 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE
2i2 11-2 2i2 213 1 1::2' 2j3 213213 2;2 :'2 3 2j3 2 3 213 1314.213 313 314 3513j3j4j4 REQUIREMENTS.
PSF 79 1 -
C,D,E,F,G, 2 2 2 2 2 2
2 2 2 2 2 2 2 2-
2
4
1 3
I: _2i
2 F2 -ifi 13iil 4i5 3 3 4'4
H,I,J,K,L 21 i, 'i il i%l I_�_1 -133
40.000 H, 2 21*2 3 2i2 2 3 f3 2?14122i 13 314 213 314 35
2 2 2 2 2 2 _2 2 2 2 12i 2 2 2 21212 2 2 2
ABM 1'. 1-2 2 1 2 1 2
3 2 TABLE KEY:
2!3 2;2; 4:4 5 33 4'4
2T2 2,3 2 3 313 3;4 2:3 314 3 if
PSF 79 MAX.PSF
C,D,E,F,G, 2 2 2 2 2 2 2 1 2 2 2 2 P LIMTEDI) 118
(D
-13 1 1 1 1 11, 314
313 -4 415 314 415 HEAD 2
44.000 H,I,J,K,L 2 -132 4 21
ABM
2.ill 2 212 213 2;i
2 2 6211
2 2 2 2 2 2 2 2 2 2 2 2 2 —2 JAMB ABOVE 2 3
OV
-4
.213 2i3 2.12 31 314 1 i MTG RAIL
2 1�'3 2j2 i :3�4 2 i J33 3 '� 12�21 3j4 �l 4 415 TG�RAIL
2F2 2 2 3 4 5 3i'
PSF 79 79 JAMB BELOW PRODIJCT REVISis c-14yin wItb IIW
.fraesb
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 PAL ;car coa4
48.000 H,I,J,K,L 2 F2 2T2 213 3 314 4 2;3 3:4 3i5 3:3 314 3:6 3 415 4!-6 5�5
211" 1 (FULL DP)
1212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2
A,B,M '3 4 iS i.- 14' 5 5 HEAD 2
! _T- -- 1 -14 315 i S 3!
3 . 3;4 3.4 2i 3:4 315
2_ _f2 213 3 4 2 3 314 213
121212 2 F2]L'21 - 3- 3 3 3
PSF 72 79 79 JAMB ABOVE 3
.........
MTG.RAIL LY
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 1
_T 0
JAMB BEL W
i21t2l 3�!4 2�,3 314 314 2;3 3j4 34 3;3�3 4 15 313 4(4 4�6 314 4,6 4j6 16
53.125 H,I,J,K,L 212 212 2F2 21312j� t ; i i _L45. NmffT G..M L QF ,fid
2 2 2 2 1 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Z No.58705
AB,M -------y-------- -- 7---- SEE TABLE 1 FOR
13 314 2-3 314 34 2_3 FULL OP
I ii 314 313,3!4 3;5 313 4;4 4;5 3;3 4 5 416 34 4.5
212 2 2T2 2 3 ��d i :Z
1070 TECHNOLOGY DRIVE QSTA 44i
N.VENICE,FL34276 ANCHORAGE SPACING, 1/1 WINDOWS
(941)460-1600
'G IND CHANGES THIS 8HEET CERT,OF AUTH.#29296 ALUM.SINGLE HUNG WINDOW,IMPACT /0
JR O6N6/17 A I
C0PYI6GNT 0]017 [UT, FL P.E.#58705
F.K 729/05 77 7123/07 1- .20 1
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES. ANCHORAGE NOTES:
1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12
WINDOW HEIGHT SCREWS INTO METAL
SUBSTRATE 29,655 1 37.155 44.655 52.155 59.655 67.155 74,655 76.000 2-1/4"ELCO SS4 CRETE-FLEX
ANCHOR TYPE.-- 0 0 0 (.) 0 () 0 0 0 0 u 0 3-#12 SCREWS
Z Z 0 z 0 z z C, 0 z z V)0 z z c! -z z z
m 0 cq - q Nrz vi N - 1 c'l 0 Z 0 z 0"
WINDO"fl GLASS q 0 0 C.� 0 0 cli 0 0 cl C4 ocl 0 0 0 0 2.ANCHOR LOCATIONS ARE BASED ON THE
0 0 0 0 0 0 cq
0 0 0 L) 0 0 0 L) 0 0
WIDTH TYPE (0 FOLLOWING DIMENSIONS:
CH,D,I,,EJ,,KF,,LG, 1 1 1 1 fT
HEAD-18 1/2"MAX.FROM TO
CORNERS
dy _ JAMBS 17 1/2"MAXFROM TOP CORNERS
19.126 2I2 2;2 2!i Z i!2 Fi 2!2 212 J2i :2 2i 3diiki3'2 15"MAX.FROM BOTTOM CORNERS
6"MAX.BELOW MTG.RAIL
ABM SILL-ANCHORS NOT REQUIRED
2 i;2 2 jt2 12 2!213121
i Fi 5 T!"i i!"i i 'iTi'i�_li-i-5 1 iT_ _�.2 2 2 212 2,21 1 i �T2. i=
PSF 79 3.INSTALL PER THE ADJACENT TABLE ANCHOR
C,D,E,F,G, 1 . 1 1 kid !__L �!_ __I 1 1 1 1 1 1 1- 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIAOF
i�['� 3 NOTE
H,I,J,K,L 12 111 212 212 212 2 .2 [2 13i
24=0 -2-1 - i L: ki� -12'1 i-[2 --1 2
2.
1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
AAM
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
i2 ARE 1"LESS.21 212 2 2 2 2['i 2�2 3',� i'2 2 "1� �!
I F, T'i _1 2 it iri 21�1 31� 'i 2 312 3"[2 2,"2 312
PSF 68 77 1
C,D,E,F.G, 2 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 5. DESIGN PRESSURE LIMITATIONS:
TF, 4;3SIZE BLOCKS OF THE ADJACENT TABLE WITH A
H,I,J,K,L 1 HI 1 3BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
Il 2 iJil i k; 3;3 � ' 3`2 43 4i3
32.000 3 3 �1�1'ij3jifij ''i 31313;3 2 4i3
1 2 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
A,B,M T_T= _L i -l;- -1",.--
jj-'2'-jT
3!2 413, F
212 il'i i 5 2 i,_ j3 3:3 2i2.3 3 4'j 413 4!3
i rl 2 3Ti 3 3 i112 1 0 ANCHORS SHOWN IN BOLD.OTHERWISE,THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
PSF 59 67 79
I SIZE AND GLASS TYPE IS AVAILABLE.
C,D,E,F,G, I 1 1 2 1 1 2 2 1 2 2 lil 2 1 2..
1.� 2 lil 2 2 1 2 2 2_ 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE
H,I,J,K,L 2 3
37.000 171 11 i,171 3 3,3 2 2 3i3 4i3 312 4 3
1-2 3 3±3 REQUIREMENTS.
_1-4 3
-272 T
1 1 2 1 1 2 1 2 2 1 _2 2 2 2 1 2 -.2
1 1 1_.I- T-2 iFjil 1 5 1 i--,' 2113 3 13 2,2 -3 f_3. 3 1 3 2
2-
A,B,M
I I Fl 2 F2 3 F3-4 1 3 13 i 313 431312 413 414 312 413
PSF 54 79 62 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
;4 5!31
H,I,J.K,L �j -171-1 Tj -2 F2 '2-1-2 iTj 2 2i3 2 2 3131313 3 413 313 4 3 T3 3113141;3 4'4 313 -
40,000 �,3 4' TABLE KEY:
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _.2. 2
2 i74 4i - 'i 4;3 4!'4 3!3 4:4 MAX PSF
5 i"
4 3
I Fl.TF1 -I F1 2 2_02 2 '2:i'i", I 1 61
PSF 49 79 56 79 79 1 (DP LIMITED) 1171
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ..2 4;4 3;3
2,1 HEAD 3
111 2 T;
F _T2 313 3!4 213 31314�4 3,3 4'314;4 31 414 313 4!3
H,I,J,K,L F1 'i;4 JAMB
ABOVE 313
44.000 _?J_ 12 2 1 1 : 1 1
A.81M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 MTG.RAIL W PRODUCTRFVISED
_iTi T3 3-F3*�73_ �'_ " "'- ' - -i'l�* �"cv.plyi�s.1th tithe--Ti 3 4 T- V�'l :4 313 4:i 4!4 5 5�4
1711 1 Fl _2M2 il 2F2 3T3 F2 ilF_ JAMB BELOW
PSF 45 74 51 74 1 79 79 MTG,RAIL )Oitai.8 Cute
a« wRcflrao 'D 8
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 Wmi'.ti. c
2 2 2' _3 .2 "t,
48.000 Y' F21_3 -i;--'i f� ii"3 4;�
I F3'irli' 94 'i 3'!3 4 4 4;'4 ;314 4 4;3 5
H,I,JKL 711-hi -i -1F, -2T2 l� I 1 .4 4i4 4; 5�44 (FULL DP)
2 2 2 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 HEAD 2
2;2 3:3 3;4 3!3 313 -4 F4 3*-'3. 4 414i4 3i3,414 414 4:13 5:4 1
A.B,M -111-1 Fl-11-11-2 F2 2 i-2- 21313 d3 JAMB ABOVE 212 -
PSF 41 67 46 1 67 76 79 MTG.RAIL L
IW
�CEN �,/
' `-.
C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB BELOW
5�'4
4; 4 3 3 4:4 5 4'3 5 4 5 413
5 MTG.RAIL
53.125 1 1 2 2 2 ZT2 35 3A 3 314:4 13 4�4 4:4 4
7 No.58705
ABM 2 2 2 2 2 2 3 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 SEE TABLE 2 FOR
— FULL DP
3 4 4 4:413�314`4 4,4.313.41415; 4!3,5;415;4413
I ITI 2T2 ;3 ��!4
I070 TgCHN •46
OLOGY ORNE s Eo
N.vENIcE.FL 34275 ANCHORAGE SPACING,STANDARD VIEW
(941)48D
-16GD
-r CERT.OF AUTH.429226 ALUM.SINGLE HUNG WINDOW,IMPACT % N
JR O&V61117 I'G INO CHANGES THIS SHEET. A.'L NNIMI4dE12,P.E.
vcTPiNOUSTRiES MC. Sk7W
7.2 1'7129ID5 1-7711607 RIGH MvM) 4040-20 G FL P.E.#58705
ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JAMB$),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET ANCHORAGE NOTES:
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-114"ELCO ULTRACONS OR#12
SUBSTRATE: 17.125 22.668 26.211 33.754 39.296 44.839 50,382 55.925 SCREWS INTO METAL
ANCHOR TYPE: 2-114"ELCO SS4 CRETE-FLEX
01"ul- u #
_n'001' 0 cli cli c"I 0 C,z- 0 z-zcqo z z
WINDOWIGLASS cq Z_zrlo z z VLo no z-z m z'q 3- 12 SCREWS
01 0 � o o C'�� o 0-� a 0 cq 0 N 0 0 ANCHOR LOCATIONS
0 0 0 0 c 0
0 0 � 0 0 0 0 0 2 ARE BASED ON THE FOLLOWING
WIDTH TYPE 1 0 1 .1 0 0 DIMENSIONS:
D.E,F J, 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD-18 1/2"MAX.FROM CORNERS
19,125 'K,L2 *2 2 2 'i Y i 2 2 2 3 2 3 3 2 •21 -3 3 j'• JAMBS-17 112"MAX.FROM TOP CORNERS
D,E,F,J. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1/2"MAX.ABOVE THE MEETING RAIL
24.000 ...i.-i' i .... , , ... ' -1 1. .-1._..'- _..' -Ii. .1.1 1_1.. '.I ' 6"MAX,BELOW MTG.RAIL
K.L .-� --j i 1 2 2 3 3 2 3 3 3 1 3 3 3±31 15"MAX.FROM BOTTOM CORNERS
32000 D,E,FA 1 1 1 .2 1 1. SILL-ANCHORS NOT REQUIRED
K,L 3 1 2 3 2 3 4 3 4 4 3 4 5 3 8, 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
— VIEW WINDOWS FROM TABLES 7.AND 8.USING THE
PSF, 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR
37.000 D,E.F,J,I. 2 1 2 _1 2 2 12 21 2
. 2 1 2 ABOVE THE MEETING RAIL AND TABLE 8-FOR BELOW.
1 .
K,L 2 32 -3 313 4 3 3 3 4 1.. 3 4
1 4 4 5 54 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=0 D,E E.F.J. 2 2 2 2 2 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
K i .1..F — —_ 2 4 4'
2
2 2 2 3 4 1'LESS.
PSF 79 76 79 77_ 79 79 79 6.DESIGN PRESSURE LIMITATIONS:
44.000 2 2 2 2 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
D,E,FA 2 2_ 2 2 2 .2._2_.' 2 2 2j 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 78 79 70 79 79 71 7.9 73 76 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN
48.000 D,E,F J 2 2 2 2 2 2 2 2 2 FIR RE FOR THE RESPECTIVE SIZE AND GLASS
— 3 2 2 TYPE IS AVAILABLE.
K,� 1 1 2 2 2 3 Y_13 4 5 4 5 5 4 6 5 4 6 6 5 6 7, SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS.
PSF 71 79 63 71 79 64 74 66 77 69 - 69 TABLE 7.KEY:
53.125 D,E,F,j, 2 2 2 2 2 2 3 2 2 3 2333_1 2 3 -3 2 3 3 2 3
K,L I 1 1 2 2 2 4i 3 3 1 4 41 6 1'4 6 '6 5 6 6 6 7 6 5 7 MAX PSF
SEE TABLE 3 FOR
(DP LIMITEQ� 112 FULL DP
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2
TABLE 8. JAMB ABOVEI 2
SASH HEIGHT MTG.RAIL
SUBSTRATE—, -.\ 12.776 1 15.776 18.776 1 21.776 24.776 1 27.776 30.776 31.106
ANCHOR TYPE-,'n
ol� 0 _ULL DP)
'1- 1) a 0 - u .1 0 0 0 1 . 0 L) 0 0 0 L) 0 C) 0 ff
WINDOW z C, z z - z Q 0 , - '1 0 � - N
z 0 z z z z
� N 0 0 0 0 0 0 0 0 Ni 0 0 0 0 fitAul z
0 Qu 00 00 00 ou 00
WIDTH JAMB ABOVE
19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL
24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 —2
32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 TABLE 8.KEY: PRODUCTUVISED
i9i ng
Mth tlw
3T000 ---F__T__ 79 MAX.PSF complyiC
2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 u I 3 4 3 3 4 3 4 IDP LIMITED) 1121 .v
40.000 74 JAMB BELOW 2 sy
-2 F2T2 2 2 2 3 2 1 3 3 2 3 3 3 3 4 3 3 4 3 4 4 T_3-T 4- MTG RAIL Mim IIadeF odd
68 78
44.000
--F-27-2 2 2 2 3 2 1 3 3
2 4 3 3 4 3 4 5 3 4 5 3 4aNY
(FULL DP)
63 72
79
JAMB BELOW
8"00 2 2 2 2 3 2 3 1 3 4-f 3-1 4 1 MTG.RAIL ND.58705 5 �35 FULL DP
73 58 66 72
11 IE25 I SEE TABLE 3 FOR
2 1 2 1 2 2 , 2 2 3_��33 4 3 1 4 1 5 3 4 5 3 5 �5
0`
1070 TECHNOLOGY 6ATECV7 *:*
OLOGY DRIVE
N.
FL VENIC ANCHORAGE SPACING,CUSTOM VIEW
E' —
(941)400-1600
NO CHANGES 7WIS$HEET, CERT.OF AUTH.#29296 ALUM.SINGLE HUNG WINDOW,IMPACT
I 1�- A.LYNN'UtL
N P.E.
F.K. 729/05 J.J. 223/07 .1Ll RIGFRS RIESERVEG
4040-20 FL P.E.#5870'5
NTS
<'I EXTERIOR INTERIOR F"> NOTES:
1-314"MIN.E E_ \r— v WOOD ANCHOR 1,FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
(ULTRA DIN A C OR (ALL HEAD AND SILL DETAILS) (SEE NOTE 2&3) APPROVED 114"ELCO ULTRACONS OR 1/4"SS4 CRETE-FLEX, MINIMUM DISTANCE FROM
2 w- ?N EDGE CONCRETE HOR
Z)
ANCHOR TO CONCRETE EDGE IS 1 3/4"FOR ULTRACONS INTO CONC.,2-1/2**
E.D.FOR
(CRETE, R (SEE NOTE 1&3 2x W(DO BUCK
K ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC.
NOTE,IT2) 1*MIN.EDGE G
(SEE N 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS( 5)
,rl KSI ANCHOR)
1/4"SS4 CRETE-FLEX FOR DETAILS 8&D 0110.131"Ox2-112"COMMON NAILS(F1667 NL CM
CONCRETE 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)
3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE
PTIONAL lx c 1 3/8" TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
ODD BUCK MIN. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
E NOTE 3) 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
114" ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
MAX. 4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM SHIM 6063-T5 AND A MINIMUM OF 1/8"THICK.FOR ATTACHMENT TO STEEL OR STEEL STUDS,
DETAIL A DETAIL 8 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- NGED 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
EDGE ;1/2"MIN.EDGE(ULTJCRETEFLEX INTO CMU&CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN
1-314"MIN.
E {CONC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
1/4-MAX. fflM 13/8" 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
MIN. 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS.
—14 —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
ft"M " CONCR TEANCHOR, U 1"MIN.EDGE FLORIDA BUILDING CODE.
FH BELO MEETING WOOD ANCHOR,
RAIL.(SE NOTE 2)
PH BELOW MEETING
3.35 KSI MI CONCRETE RAIL.(SEE NOTE 2)
OR 1.5 KSI IN.CMU
INTERIOR
ix BUCK OPTIONAL WI SOLID CONCRETE OR (ALL JAMS DETAILS)
EXTERIOR
DETAIL U SUBSTRATE(S NOTE 3) DETAIL b
LFLANGED JAMB ANCHORAGE
lw 5/8'MIN.EDGE
2-1/2"EMBEDMENT— MAX..
SHIM 114"
—WOOD FRAME MAX.
u —WOOD FRAME SHIM
cm,
—WOOD FRA 5/8"MIN.EDGE PRODUCTREVISED
IN
.131"DIA.MIN. "—plying with the Florida
x 2 112"NAIL, building Cd',
U"_H0,
2-1/2"EM EllEjw�(10 AT CORNERS
M
.131"DIA.MIN.
x 2 1/2'NAIL, MI AND 5"O,C. —WOOD FRAME
AT CORNERS MIN,EDGE
Hy
AND 5'O.C. 5/8
T 131'DIA.MIN. llliitlljr
114" LYIV/V
MAX. X 2 1121 NAIL,
AX. AT CORNERS
SHIMAND 5'O.C. 2-112"EMBEDMENT
DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) No.58705
TYPICAL INTEGRAL FIN ANCHORAGE v`NOLOGY DRIVE
1070 TECH 0 STA E OtF
N.VENICE,FL 34276ANCHORA GEDETAILS
(941)480-IBD0
/'//,ONAL -\4
ja CERT�OFAUTR#20296 M.SINGLE HUNG WINDOW,IMPACT
d.,r. ---Tift—�-
061MV17 G REVISED TO MATCH NEW2017 FEIC ANCHORAGE. A.LYNHMU�R,P.E.
oaan
W ° ...T •.� I"�
4040-20 G FL P.E.#58705