HomeMy WebLinkAboutRevisions (2) OFFICE USE ONLY: (�
DATE FILED: • o� 1 '� 1 PERMIT# 1811-0244#315
REVISION FEE: 00 RECEIPT# �T
PLANNING& DEVELOPMENT SERVICE
BUILDING&CODE REGULATION DIVISION' RECEIVE D
r 2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652 MAR 21 2019
(772)462-1553 FAX(772)462-1578
APPLICATION FOR BUILDING PERMIT ounty, Permitting
PROJECT INFORMATION
1. LOCATION/SI
ADDRESS: 51 Seagrape Drive
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Remove NOA 17-0630.05 from permit and replace it with NOA 17-0630..08
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CGC061641 LUC�E COUNTY CERT.#:
BUSINESS NAME: A�Tome ervlces
QUALIFIERS N ur W Francis
ADDRESS: 6500 NW 12 ve. ui e 11 U
FE 33309
CITY; Fort LauderdaleTA
TE: ZIP:
PHONE(DAYTIME): - Xt357 FAX;
4. OWNER/BUILDER INFORMATION:
NAME: Joan Lyons
ADDRESS: 5811 Seagrape Drive
CITY: r L. rlU ceSTATE: FL ZIP: 34982
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
Revised 07/22/2014
RECEIVED
M IAM I•DADE MAR 2 Z019 MIAMI-DADE COUNTY
- PRO DL T CONTROL SECTION
riEVjSj I(:
DEPARTMENT OF REGULATORY AND ECONOMIC RESG FIS c �R unty,perm�tt� 5 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadg.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275 FILE
COPY
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 .I.
APPROVAL DO rawmg o. - i e um. ingle Hung Window,Impact", sheets I
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 u manu acturees name or Iogo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with 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
&MIAMI&RADMECOMUNTY Expiration Date: March 26,2021
e ° Approval Date: November 30,2017
Page 1
4
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
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 FSC,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 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) _
Manuel er P.E.
Product CoutroEx iner
NOA No. -0630.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-1
v
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (cONTMUED)
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. 054018.01)
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 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 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 elere P.E.
Product ContrV7-
finer
NOA No0.08-'
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-2
c .
PGT Industries,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FSC 51
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 (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®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 5th Edition (2014) and FBC
61h Edition(2017),dated June 22, 2017,issued by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest,-dated June 22,2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Reports No. FTL-4957,YM 4958 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. 07-03.22.06)
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. 05-1018.01)
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.
im r ,P.E.
Product Co rol E aminer
NOA -0630.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-3
GENERAL NOTES;IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES I STANDARDS USED:
-2017 FLORIDA BUILDING CODE(FOO), THEDITIO
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •2014 FLORIDA BUILDING CODE(FBC),:TH EDITION
-ASTM E1300-04
:
A.6116"LAMI CONSISTING OF(2)LITES OF 11W ANNEALED GLASS WITH A.090-KURARAY TROSIFOL!PVB(BY KURARAY AMERICA,INC.) ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTIONALUMINUM DESIGN MANUAL.AOM-2015
OR.090"SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) -AISl 6100-12
S.6/16"LAMI CONSISTING OF(1)LITE OF 118-ANNEALED GLASS AND(1)LITE OF 1/8-HEAT STRENGTHENED GLASS WITH A -AISC360-10
.090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLE)e PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.6116"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A
.090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP
D.7116"LAMI CONSISTING OF(2)LITES OF 3/16-ANNEALED GLASS WITH A.099'KURARAY TROSIFOO PVB(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) SHEET
E.7/16"LAMI CONSISTING OF(1)LITE OF 3116-ANNEALED GLASS AND(1)LITE OF 3/16-HEAT STRENGTHENED GLASS WITH A GENERAL NOTES. I
GLAZING DETAILS............2�
.090"KURARAY TROSIFOL OPVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3
F.7116"LAMI CONSISTING OF(2)LITES OF 311e-HEAT STRENGTHENED GLASS WITH A.090-KURARAY TROSIFOL"PVB(BY KURARAY AMERICA,INC.)
OR.090-SAFLEx'PvB INTERLAYER* (BY EASTMAN CHEMICAL COMPANY) ELEVATIONS 4
G.13!16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5/16-LAMI CONSISTING OF(2)LITES OF VERT,SECTIONS 5
0 -- 1 1/8"ANNEALED GLASS WITH A
.0904KURARAYTROSIFOL PV6(BY KURARAY AMERICA,INC.)OR PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS,,,.........5
C PARTS LIST .6
H.13/16*LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE EXTRUSIONS ..........7
OF 118"HEAT STRENGTHENED GLASS WITH A-090"KURARAY TROSIFOL" PVB(BY KURARAY AMERICA,INC.)
OR.09D"SAFLEX'PVB INTERILAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL 7
1.13!16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"NEAT STRENGTHENED GLASS ANCHORAGE....................8-11
WITH A.090"KURARAY TROSIFOL-PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX!PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
J.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16-LAMI CONSISTING OF(2)LITES OF 3116"ANNEALEDGLASS WITH A
.090-KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX6 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) .
K.13116-LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16-ANNEALED GLASS AND(1)LITE Material Min.Fy Min.F
OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOI! PVB(BY KURARAY AMERICA,INC.) Steel Screw
OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 92 ksl 1 120 ksl
L,13116"LAM[IG;(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS Elco.UftreCorM - 165 ksi 177 ksl
WITH A.090"KURARAY TROSIFOL-PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 41OBSElco CretelIex0 127.4 ksi 189.7 iml
M.13/16"LAMI IG:(1)LITE OF 118"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAM]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.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 836 Steel 36 ksl 58 ksi
2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL Wt LOW OR HIGH SILL OPTION) Gr.33 Steel Stud 33 ksi 45 ksi
3.DESIGN PRESSURES:(SEE TABLES 1-3,SHEET 3)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
S.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 331/3°f STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
S.SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED
m cmr4ying with the Flo"
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Build ag code
7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,P7L-4651,FTL-4723,FTL-4957,FTL4958 AND FTL-5063.
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION By
ALUMINUM DESIGN MANUAL &liar.!Dade Product
8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. E* ij
*
9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE E REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ),
No.68705 ls
10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. = D t.
1070 TECHNOLOGY DRIVE a OF
N.VENICE,FL 3427
5 ORION
(941)480-1600 GENERAL NOTES • ..........
JR 051178/170 UPDATEDANCHORAGETOF802017. CFRT.OF AUTH.#29 ALUM.SINGLE HUNG MNDOW,IMPACT 111111110 %
9- �MGW-1 LYNN MILLER,P.E.
*lv'* - 1772-116 mr�. s - - -
FK 0111125 7 ALL R*HT8'p='0R'v'EC'b st,- NTS I 1 F--4040-20 _IG FIL P.E.#58705
Part# Description Material
1 1 71 Kommeding 4SGTPS Spacer System
n. 72 Quanex Super Spacer nXI-with Hot Melt Butyl See this
Sheet for
73 Quanex Duraseal Spacer Materials
1/2"NOM. 1/2"NOM. 74 Cardinal XL Edge Spacer
41 GLASS BITE 44 GLASS BITE REFERENCE TEST REPORTS:FTL•8717,8968 8 8970
70 37 70
37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED Oft HEAT STRENGTHENED GLASS
Lt 090 PVB INTERLAYER 090 PVB INTERLAYER
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
5/16"NOM. 7116"LAMINATED
5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85
NOTE:
EXTERIOR_INTERIOR LAMI IG OUTBOARD
71_74 ^ 71-74 a v LITES MAY BE
1 ' 1 (ALL SECTIONS) UPGRADED TO 3116"
v WITH NO CHANGE IN
'PVB!= DESIGN PRESSURE.
KURARAY TROSIFOL
NOM. 1or
/2"NOM. PVB INTERLAYER
46 GLASS BITE 46 GLASS BITE o N
SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
38 70 38 70
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
5116"LAMINATED 7/16"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/5116"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91
ALUMINUM
SILICONE HOT•MELTBUTYL REINFORCEMENT POLYISO• rr
NT FILL AREA
STRUCTURAL BUTYLENE6116"NOM. FRODUCTREVISF.D
STRUCTURAL SILICONE 6116"NOM. SEAL u,w.plyingwith the Florida
3116 NOM.
POLYISOBUTYLENE 1!4"NOM. FOAM BUTYL g LICONE SEAL Building Colo
WITH DESICCANT ROLL-FORMED Acccptance N" / - •DS
WITH DESICCANT DESICCANT FOAM STAINLESS STEEL Ez iratl Dale /�fpQ)
EXT.GLASS EXT.GLASS EXT.GLASS- Dy
EXT.GLASS mina i e ProdtrA
' 11111111 1 '
INT.GLASS INT.GLASS INT.GLASS T.GLASS `Q�.•' �10ENSF•.,(//
71 KODISPACE Tx SUPER T3 DURASEAL@ 74 XL EDGE =*; No.58705• _�
4SG TPS SPACERWNXT'm SPACER SPACER
�'0p'• S6 OF
� /?...
107N.ENICELFCL34275E GWING DETAILS '1; jS+'••'�<ORION.' :\;Z��
(941)n80-1600 Tft '7i s/ .NG\``
rR ' oroa�r7 �O NOCNANGE3THISSHEET CERT.OFAUTH.#292D6 ALUM.SINGLE HUNG WINDOW,IMPACT 1�rNAL i�11��
COMIGHT— oe�ebo`t �c X11° wwr�� R... A.LYISNI t�llLl.�R,P.E.
a.."er.tree OYt MTNMSTnml.c. ® SH700 FUII 2 w 11 4040-20 G _ FL P.E.#58705
'F-IG BH/05 JJ. Y23N7 a MGHTS FtSSMa
1/1 FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH I GLASS TYPE 63.1 - -66" 68"- 7�0" 72" 74��-- -TO-
-- MEETING RAIL
48" A,B,M
+BO.O -80.0 +86.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -110.0 +80.0 -80.0 HT.
I)o
A,B,M +80.0 -80,0 +80.0 -BO.0 +oa.o--80-0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79,0 -79.0
sx, A,B,M +80.0 -80,0 +80.0 -8010 +80.0 -SOX +80�O -80�O +78.8 -78.8 +77.3 -77.3 +75.9 'X" S
TH
E'o
531!8" A,B,M +80.0 -80.0 +80.0 -110.0 +79.6 --:5.6 +78.2 t-778.2 +76.9 -76.9 +75A -75.4 +74,0
J "UP TO 63118" C.D,E.F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80 -80.0 +80.0 --80.0 +80.0 -80.0 +80.0
80.0 I
STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 3/8" 44" 66 W" 2.. 74" 76"
all A,B,M +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +800 -80.0 +70,0 1 -70.0 +70.0 -70.0 +70.0 1 70.0 1
HT. MEETING RAIL
60. A,B,M .80.0
-80.0 +80.(y
-80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 1
A,B,M +80.0 -80,0 +80.0 -80.0 +80-0. -80.0 +76.9 76.9 +70.0 -70.0 +688 -68,8 +67.6 -67.6 "XI, ASH
53116" ABM +80.0 -80.0 '+80.0 -80.0 +80.0 -80.0 -;75.0 -75.0 +68.0 '-68.0 +66.7 -66.7 +85.5 85.5
.UPT063118". C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80-0 -80.0 +80.0 -80.0 +80-0 -00.0 +70X -70.0 -M.0 -70.0 +70-.0-1--7-0.01
CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WIF HIGH SILL OPTION TABLE 3.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
MINUS
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH 76"FLANGED AND 75 INTEGRAL FIN) F W-L
WIDTH 7 GLASS TYPE 1 17-1/8" 2211116- 283116- 33314" F3-9 6:116" 4413116"-,T---60-318---T-5615116" 0 SASH
63118" j DE,F,jK,0&j+80.0 -80.0 +80.0 -80.0 +80.0 -80-0 +80,0 -80.0 1+70.0 1 -70.0 +70.0 1 -TOX +70.01 -70.0 1+7D.0 1 -70.0 HT. HT.
I
MEETING
GLASS TYPES: TEST REPORTS TABLE 4. X. SH
A.6/16'LAMI-(1/8"A,090,1/9-A) FTLA647,4848,4723,4957 T
B.6116"LAMI-(1/6-A..090,I/V'HS)
FTLA647,4048
C.6/16-LAMI-(118-1-18,090,118-HS) FTL4647,4648
D.7116"LAMI-(3/16"A,.090,3/16"A) FTL-4645,4885
E.7116"LAMI.-(3116"A,090,3110'.HS) FTL-4645
F.7116-LAMI-(3/19-HS,.090,3116-HS) FTL-4645 -
G.13116!'LAMI IG-1/8"T,AIR SPACE,5116-LAMI-(1/8"A„090,1/8"A) FTLA646,4723 MODUC17 PJNIM
H.13/16"LAMI IG-1/8"T,AIR SPACE,6/16'LAMI-(1/8-A,.090,1/8"HS) FTL-4646 as cronfAying Witham Elms&
1. 13116"LAME IG-1/8"T,AIR SPACE,5/16"LAW-(1/a1HS,.cq0,j/B-,Hs) FTL-4646 Building Code
Actep'ance No No
•136 D.D.6
J.IWIS"LAMI_IG-118"T,AIR SPACE,711W LAMI-(3f16-A_oq0,3tie,,A) FTL-4649,4650 - EX inati, a
E
K.13116"LAMI IG-1/@"T,AIR SPACE,7/16-LAMI-(3/16"A,.090,3116"HS) FTL-46.49,4660,4958 13Y
11
Miami "Product
L.13/16"LAMI IG-1/8"T.AIR SPACE,W16-LAW-(311 -HS,090.3/16'HS) F
6 TL-4649.4650
M.13116"LAMI IG-1/8"A,AIR SPACE,5/16"LAMI-(1/5"A,090,1/WA) FTL-5063 /V"
. ..........v
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.
2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1**FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. No.S87()5
3:AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518"MINIMUM TO 38"MAXIMUM. 6
4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY
5.REFER TO ANCHOR QUANTITY TABLES 6-8 FOR ADDITIONAL DP
1070 TECHNOLOGY JAVE �00 4 vev
LIMITATIONS. 0
N.VENICE,FL 34275 DESIGN PRESSURES 1, *1-.40RIDP,.-".\,>,1
1041)480.1500 ez ....--- G
tam91VAL
JR owoaw 'G INO CHANGES MIS SHEET. CERT.OFA.UTH.1 ALUM.SINGLE HUNG WINDOW,IMPACT
co n,
-212"7 FSTINULAFFREMM ""ULER,P.E.
:kv A.LYNN
SH700 NTS 3 11 lu'""N'4040-20 G FL P.E.#,58705
531!8"MAX.FLANGED WIDTH
52118"MAX.I.F.WIDTH
49 51W MAX.FIXED
DLO(ALL) C
75- AX. F 75"MAX.
A A LK
SEE DLO 0 I.F. SE Ff C—i L.F.
TABLE — D-1 HEI HT E DLO HEIGHT SEE DLO HEIGHT
L 76"MAX. TABLE 0 76*MAX. TABLE 76"MAX.
F
75"JiMHEIGHT
FLANGEDFLANGED FLANGED
SEE DLO 38 7/16'
HSI I HT HEIGHT HEI 3HT
MAX
TABLE x SEE DLO SEE DLO S E
SASH• x% S x
(MAX.) H TABLE NO TABLE NOJE 4
L El T
� 48114'MAX,
—VENT DLO(ALL) DETAIL B DETAIL C
DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)
E
TMAX. I 76'TMAX.
I.F.
SEE DLO I HEI HT E HEIGHT
TABLE SEE DLO
0 TABLE 0
76"MAX. — 76"MAX.
FLANGED FLANGED
HEIGHT' HEI,3HT
L
2
SASH
HEIGHT
SEE DLJZABLE x SASH SEE OLD TABLE 20" T- 01
HEIGHT PRODUCr7 RpgvjsM)
us mo"pIyjngWith the Fbrida
9 ildi(A�g code
t Zmp-"� 7
X%1 -0('.31).D�R
P
,
DETAIL D DETAIL E Thil
VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM!SASH) By
L 17VV -1,
NOTES:
0
1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS,
2.SEE SHEET 7 FOR CORNER DETAIL MEWS.
3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. No.5a705
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT.
N
ST
'ATE 0
ATE 0
1070TECH OLOGYDRIVE
M.VENICE,FL 34275 ELEVATIONS
1941)480-1600 &
I 01VAL
JRA osroe�n Q NO GES THIS SHEET. CERT.OFAUTH.02MG ALUM.SINGLE HUNG WINDOW,'IMPACT /it I I I 1 11111
1
cmmaff.mll 1-�- A.LYNN MILLER,P.E.
PaT musTRES.Vx� Ry.
XLR—SRU�0 SH70p FS 4 11 400-20 G FL P.E.#58705
1
I---2.784"--^I 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
INSIDE MAX.VENT DAYLIGHT OPENING
BASED ON SASH WEIGHT
1 INSIDE 9,10,11,15,16
31
C --
MAX. 2.710"
FIXED
LITE 7,g OR 17
DAYLIGHT 25
OPENING
OUTSIDE
25 I�--MAX.FIXED LITE DAYLIGHT OPENING
MAX.WIDTH 6
SECTION A-A
OUTSIDE INTEGRAL FIN Q.F.)FRAME SECTIONS INSIDE
23
47 50
MAX
HEIGHT 21 2 946
HIGH
OUTSIDE I SILL 2.330
LOW
i
MAX.
DAYLIGHT 48
HT NT 49 HIGH SILL LOW SILL HEAD JAMB OUTSIDE
OPENING — — — — — — — — — —
r(HIG6HSILL
2.710"
I.F.FRAME
I 26 II
j63
TSIDE I
PRODUCYREVISED '
l3uildingYCodevitbtlm Ffnn7a
53 "
--ptrxe No 1 -0 P.
Expiration Dat2.330"(LOWSILL ny
52 )
SEE NOTE ABOVE 64 rn;a oa;e�ffS
OlAy•,.......N
67 a� 1.1cENSF �((
Q •'
3 30 12 ULTRALIFT 69 ONLY ULTRALIFT =* No.58705
ONLY 12 SECTION C-C
SECTION B-B RADIUS TOP Z
3
-Z
(Low SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION)
107N.VEMCELFL 34275OGY VE SECTIONS ..........•••'�[���
e,: omrs we.rroir•
CERT.1)A00-16029296 ALUM.SINGLE HUNG WINDOW,IMPACT ��''S,ONA,L,ENG���\
JR 06106/17 G NOCHMfGESTHISSHEET. 9.eswed: cm. Gro.e w..acw a..- A.LYNN ILLER,P.E.
--r tx�. -S carvwotrtomn
F.K 9/f/05 J.J. ?/23/07 rG7wousmcs,Hc. Ry. SH7oo Half 5 a 11 4040-20 G FLP.E.#58705
AU RIGHTS RESFJiVm
ITEM DWG.# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT#
1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K
2 1155 #8 X1.000 QUAD PN.SMS 781PQA 61 SCREEN CLOTH 61816
3 4003C FLANGE FRAME SILL(LOW SILL) 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,1/16X1/2-7116LAM 62BV1510
7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051
B 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 1 4050A IFLANGE FRAME SILL(HIGH SILL) 64050
9 4029 SPIRAL BALANCE,3/8",5/8",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,5/16"LAM[,(1/8-A,.090 PVB,1/8"A)
11 #8 X.750 PH.PN.SMS 7834M 81 B.GLASS,5/16"LAMI,(1/8"A,.090 PVB,1/8"HS)
12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS)
3 108511086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(3/16"A.090 PVB,3/16"A)
.115 #8 X1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7M6"LAMI,(3116"A,.090 PVB,3/16"HS)
16 1080-1 BALANCE COVER.11116" SBPLCVR670 85 F.GLASS,7/16"LAMI,(3116"HS,.090 PVB,3/16"HS) -
17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,5116"LAMI,(1/8'A,.090 PVB,1/8"A)
18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/8'T,Alli SPACE,5/16"LAMI,(118'A,.090 PVB,1/8"HS)
19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16-LAMI IG;1/8'T,AIR SPACE,5116"LAMI,(1/8"HS,.090 PVB,1/8"HS)
21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAMI IG;1187,AIR SPACE,7/16"LAMI,(3/16"A,.090 PVB,3/16"A)
23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAM]IG;1/B"T,AIR SPACE,7/16"LAMI,(3/16"A,.090 PVB,3/16"HS)
25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7116"LAM[,(3/16"HS,.090 PVB,3/16"HS)
26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAMI IG;118"A,AIR SPACE,5/16"LANG,(1/8'A,.090 PVB,1/8"A)
27 1016 #8 X.625 PH.FL.SMS 7858 2.878
28 4007 jSASH BOTTOM RAIL(LOW SILL) 612230
2.784
30 1226 WSTP.,BULB VINYL 6TP249
31 4008 SASH SIDE RAIL 612231 .062
34 1268 SASH FACE GUIDE 42501 1. 30
35 1622 LAMISETTING BLOCK 3132"X25164"X1" 71622K 1,55
36 1052 LAMI IGSETTING BLOCK I"X3/4"X1/16" 71052K
37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062
38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K
41 40398 GLAZING BEAD,5/16 LAM.GLASS. 64039B 47 FRAME,I.F.HEAD
42 40448 GLAZING.BEAD,5116 LAM]W/GRILL KIT 644703 #4071A,6063-T6
44 4222A GLAZING BEAD,7/16"LAM] 64222 O FRAME,I.F.LOW SILL
45 985C GLAZING BEAD,7/16"LAMI W/GRILL KIT 6985 4$ #4072A,6063-TB
46 4067 GLAZING BEAD,13/16"LAMI I.G. 64067 2.908-
47
80847 4071A FRAME,I.F.HEAD 64071
48 4072A FRAME,I.F.LOW SILL 64072 f-2.374
49 4073A FRAME,I.F.HIGH SILL 64073 PRODUCT REVISFD
50 4074B FRAME,I.F.JAMB 64074 us complyirts with the Florida
Dllilding Code
52 4009 SILL LATCH(EGRESS) (LOW SILL) 764009 .062 NOM Acceptarool4ol Ub9D.0$
53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4 71ire'wDate 72021
54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2'71 E
55 1014 SCREEN FRAME(H OR.B VER.) 61014 .062 NOM NJaro Dade lkoduct
56 1630 SCREEN CORNER KEY WRINGS 71630 THICKNESS
57 1631 SCREEN CORNER KEYW/OUT RINGS 71631 `.��pN..LY....
58. 1073 SCREEN SPRING 7CASP
59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K OFRAME,I.F.JAMB ;
50 FRAME,I.F.HIGH SILL #407413,6063-T6 =* No.58705
49
#4073A,6063-T6 (USED AS RADIUS TOP HEAD) —_
1070 TECHNOLOGY DRNE °yelyaOP -��••'• STq Q / '••���
N.VENICE,FL 34276 PARTS LIST i�C� •'•:c�ORIDP•.•''��
(041)460.1600 i"e i S G
r+"aw."c CERT.OFAUTH.029296 ALUM.SINGLE HUNG WINDOW,IMPACT �'�/is�ONAL e 1%
JR 00/06/17 G NO CHANGES THIS SHEET. corr.wrcm eo>euwac ^ s"iiO --.c R"r. A.N"NIMIALLE'f�,P.E.
0--y-. 0— r„mmuR — ror WUU9TRIEe.M. 42T SH700 AVT$ 6 a 11 4040-20 G FL P.E.#58705
F.K. 911105 J.J. Z23M7 7LLRI011i6RESERVEU
1 or 47 I.F.FRAME SEALANT ALONG ENTIRE JOINT
I.F.FRAME
2.784
.062
1163. 2.830 2.390
— -062- 1 (6 or 50)
FLANGE FRAME HEAD
#4002A,6063-T6
—1.749— FLANGE FRAME SILL (LOW) WELD
#4003C,6063-T6 ALONG
SCREW
ALONG
SEALANT OR GASKET WELD
(2)
j'
121.710 f-1.513--I .738 AT HEAD AND SILL
-�062 .490 F�4j0
.062L
— VIEW VIEW E-E
(1/1&VIEWHEA &SILt RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH STOP SASH STOP 'OVER FRAME CORNER CONSTRUCTION
FLANGE FRAME JAMB l l #4025,6063-TS #4053,6063-T5 050
#4004,6063-T5 I
(USED AS RADIUS TOP HEAD) IA165 .678
1.342 2.279----� —2.326-----1 i X62—Ll--1,349 A GLAZING BEAD,5/16"
#40396,6063-T5
2.155 3 1.979
062 31 E
.062 1.707 .062 SASH SIDE RAIL
#4008,6063-T5
21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW)
#4054A,60631-113-T6A, #4006C,6063HS-T6 #4007,6063-T5 .050 -f
.678
050 1.096-1� ! ,
78 GLAZING BEAD,5/16"
—2.326-1 le @ #404413,6063-T5
1.096 (USED Wt GRILL KIT) PRODUCT REVISM
_mplyllis e wilh the plarma
.062 B.ildil's C.d
P�—
2.946 GLAZING BEAD 7116"
3.446 ----w #4222,6063-T5 lmfioaDMe
2.638 .683 050
062— 050 1
Lu I
678 1.097
.050 LY
GLAZING BEAD,13/16"IG
I -2.784 1.115 #4067,6063-TS
69 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45GLAZING BEAD,7/16" No.58
#4050A,6063-T6 #4051A,6063-T5 #985C,6063-T5
(USED W1 GRILL KIT)
107 N . 0-*�
=CH OLOGY DRIIE
0 Tr ;KV.
N.
VENICE,1 W75 FRAME CORNER DETAIL
(941)480.1600 n
CERT.OF AUTH.#=96 ALUM.SINGLEHUNG WINDOW,IMPACT 11,
JR 066117 'r, lNocHmGEsTHssHwT. �7_ fiR% E.
—7 11 4040-20 FL P.E.#58705
2"7 m alf
U 9/i/as I J71'21' RtGWS RES� RHalf L
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE S. ANCHORAGE NOTES:
WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12
28,603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 SCREWS INTO METAL
SUBSTRATE: 2-1/4"ELCO SS4 CRETE-FLEX
ANCHOR TYPE: p U U p U U p .U U p U 04 U U p U U p U U p U U 3-#12 SCREWS
rc-r
�NZ Zc70NZ z V) ZMONZ Zt?ONZ ZMONZ Z(7QNZ Zco z Z
WINDOW .GLASS O O cm O<O N O O N O O N O—O Ci O O N O O C O O 2.ANCHOR LOCATIONS ARE BASED ON THE
WIDTH TYPE U U 3 U c U U U U U U U U U U U U FOLLOWIING DIMENSIONS.
C,D,E,F,G,G, 1 1 1 1 1 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 TOP CORNERS
- _......,..._._......... -.
_ -._.-._-._. JAMBS-17 1!2"MAX.FROM TOP CORNERS
H,I,J,K,L 1i2 1 1 111 1 2 111 112 2 2 112 2 2 212 212 2(2 212 212 212 2 2 2;2 2;2 212 2,2 212 213 2j2 313 15"MAX.FROM BOTTOM CORNERS
19.125 6"MAX.BELOW MTG.RAIL
1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED
1i2 11 1,1 1AB,M12 1;1 1i2 2;2 1;2 2�2 2;2 2;2 2,2 22 22 22 2}2 2;2 22 212 2112 2;2 2 3 212 3{3
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 1 3.INSTALL PER THE ADJACENT TABLE ANCHOR
_ __._. r _.__._._._. QUANTITIES USING THE DIMENSIONAL CRITERIA OF
H,I,J,K,L 1 2 1;1 112 112 112 112 2 2 12 212 2.2 22 212 27i2 22 2,2 213 212 212 213 212 2I3 3,3 22 313 NOTE2.
24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
„II - _ -. _ - -_. _ _ __ ,. _.. 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
�g,M 1 r2 1 1 1 112 1 j2 1 12 112 212 1 j'2 2 2 2;2 2 2 212 212 2 2 212 213 2)2 212 21 3 212 213 313 2'2 3;3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
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.
- _ .
H,I,J,K,L 1[2 112 2T2 213 112 2;2 2 3 1;2 2 3 213 2I 2 213 2 3 2;2 213 313 2i 2 3 3 3.4 3 2 313 3 4 3;3 4 4 5.DESIGN PRESSURE LIMITATIONS:
32.000 KS OF THE ADJACENT TABLE
WITH
ATE
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AB,M ---. __. .__: ._,. _._ _..._...._. __.: ------ ._.__ . -.._._ _ ._:_ ..a._- _ -- .._._.__,...-._- -- - - --- ITALICIZED VALUE ABOVE THEM, A
SIZE BLOCKS
BOLD
112 1;2 2i2 2 3 1:2 212 2.3 12 2 3 2i3 2 2 213 213 2'2 213 3'3 2�2 313 34 3;2 313 314 3 3 4`4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
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
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
37.000 H,I,J,K,L 2 2 1 2 2 2 2I 3 112 213 213 2 2 2 3 213 212 2.3 2 3 21 3 2`3 3 4 2 3 3f3 3 4 313 314 315 313 4 J 4 SIZE AND GLASS TYPE IS AVAILABLE.
1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 8 SEE NOTE 4 SHEET 11 FOR METAL SUBSTRATE
AB,M r_ .. .-.. ._.... ......_. ......._.......... ....._.._...._ 1,_ .......... ....;..... ._.,.... ...I_. ... ._1..._............ ......_ .. ..., REQUIREMENTS.E
2 i 2 112 212 2 3 1 2 213 23 2'2 2 3 23 2,2 2:3 23 23 213 314,21f 3'3 314 313 314 3 5 33 414
PSF 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2A2 :
2 2 2 2 2 2
_...:.. _
40.000 H,I,J,K,L :21:2 1i2 212 2-13 212 213 213 212 2'3 213 213 213 214 213 3;3 3i4ll 315 3 3 3i4 415 3
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2
2 2 1i2 2;2 2�3 2 2 213 213 2'2 213 2':3 2i3 2�3 24 213 3�3 3143�5 3 3 314 415 313 414 TABLE KEY:
PSF 79 MAX,PSF
C,D,E,F,G, 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 (DP LIMITED) 118
44.000 H,I,J,K,L 2 2 212 2'2 21.3 212 213 2'3 2}2 3'3 2i4 2;3 313 34 2,3 3;3 314 2;3 34 315 3;3 3;4 4 5 3'4 4i5 HEAD 2
AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 JAMB ABOVE 2 3
2 2 212 212 213 2 2 2 3 213 212 313 214 23 3 3 34 213 313 3!4 213 3j4 3'5 313 314 4 5 314 415 WG.RAIL PRODUCT RBViSEU
PSF 79 7,9JAMB BELOW ii complying
s a�1�
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 MrG.RAIL AeG•Pt9Code l�0/a3 8
_..._ r _ ._i_. . .,.._, r..... t ...-.._.„-. .�_._._...— Ex imiiml Dewe O.�rlD2�
48.000 H,I,J,K,L 22212222;3222133142133i33i4233�4342;331431533 314 3"53345463,4515
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) ny pma
g M _-....-- -- —r_ ._ __ _ HEAD_2 4i m1 ade
A 2 2 212 2 2 213 212 2i3 314 213 3;3 3�4 2l3 3r4 314 2i3 314 3[5 3 3 3;4 315 3 3 415 4 6 344 515
PSF T2 79 79 JAMB ABOVE
MTG.RAIL �.�� NY LYNN
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„ J ;� l !1�/!
_ _ _,_ ., . ._,._ ._I _._... _. .__. AMB BELOW Q.ICENgF ';!
53.125 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 213 3i4 2;3 3i4 3'4 2 3 314 3,4 3:3 3 4 3;5 313 414 416 3 4 415 4,6 3i4 516 MfG.RAIL ��
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 = * 0.5870
5
AB,M
212 212 2F2 2 3 -2"-'2 213 3i4 2`3 31413.; 2 3 314 3;4 3 3 3i4 3::5 3;3 414 4 5 3,3 4;5 416.3;4,4151 FULL DP =�
1070 TECHNOLOGY DRNE �'°�"' �Q�•.• STATE _ (U
N.VENICE,FL34275 ANCHORAGE SPACING 1/1 WINDOWS 'c(ORIDA,.•'•
(941)480-1800 T®x
a� 'G' CERT.OFAUTH.#29298 ALUM.SINGLE HUNG WINDOW,IMPACT
JR 0&/06/17 G NO CHANGES THIS SHEET. COPm1GHTesnv F_� -- GNB —"v- rte.: A.LYNN I ft,1P��.
u.. er mn cn"eme,o.a
PGT INOGe-.WC. R1. SH700 NTS 8 m 11 4040-20 G FL P.E.#58705
F1G 7/28/05 J.J. 223/07 ALLRIGHISItESERYED
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6 ANCHORAGE NOTES:
WINDOW HEIGHT 1.ANCHOR TYPES: 1-1/4'ELCO ULTRACONS.011#12
SUBSTRATE: 29.655 1 37 SCREWS INTO METAL
.155 44.655 52.155 69.655 67,165 74.655 76,000 2-114"ELCO SS4 CRETE-FLEX
ANCHOR TYPE.-,. 13 ()1 0 UU
3-#12SCREWS
Mo z_z 0 Z Z V)0 u z m C, - 10 z z 0 z
WINDOW GLASS cq 0 cq 0 C11 cq z
0 0 0"9 0 o a o C4 0 0 0 0"Q 0 0 2.ANCHOR LOCATIONS ARE BASED ON THE
WIDTH TYPE 0 0 0 0 0 0 C) a 0 L) 0
z z z 01 �) 0
00 r z
1001- FOLLOWING DIMENSIONS:
C,D,E,F,G, I 1 . I 1 1 1 1 1 1 1 HEAD-18112"MAX•FROM TOP CORNERS
.i.
-i T5,!:�lc2.2 Ff Ti . .... i"i ii'i-F 2 2 "T 2 212 2jiliMili i�ak" 12 2,2 312
H,I,J,K,L -il- I-,-- JAMBS-17 112"MAX.FROM TOP CORNERS
19.125 J2 2I Fi 15"MAX.FROM BOTTOM CORNERS
I
6"MAX.BELOW MTG.RAIL
T , i _ T _ - ' _iSILL-ANCHORS NOT REQUIRED i1i 2 2 i W
1;1 111
PSF 79 1 1 3.INSTALL PER THE ADJACENT TABLE ANCHOR
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 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
24.000 -1 F1 j1j'i 1�_1 _2_1 2- 111 -ill'i-2-fi'i r2 i 212 3f NOTE 2.
11 2!2 i i2 2.2 22 2!21 12 312 2i:2
A,B,M . . IF 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
,TTfi. 1,1 2T2 2,2 272
221- 1 i.i il-2, -2 2
T
i j 312 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
PSF 68 77 ARE 1"LESS.
0,D,E,F,G, 1 1 1 1 URE LIMITATIONS:
5. DESIGN PRESS
$1 4,13 3�2 41
32.000 2 2�2 3i31212 313 3" 3
it I 1 41,3
H,I,J,K,L I FI:ja'TFI 212 2 2 Zj SIZE BLOCKS OF THE ADJACENT TABLE WITH A
CIZED VALUE ABOVE THEM,INDICATE A
BOLD ITALI
AISIM 1 1 1 2 1 1 2 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
2j2
OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE
-1 IT Tj 15121' ilikili ili-4aklli �wl
PSF 59 671 79 3 1 , 4i3 13 MAXIMUM DESIGN PRESSURE FORTHE RESPECTIVE
C,D,E,F,G, 1 1 2 1 1 1 2 2 2 1 2 2 1 2 SIZE AND GLASS TYPE IS AVAILABLE.
3' 311 6. SEEN
'i —JTi—i 2 213 21 OTE 4,SHEET 11 FOR METAL SUBSTRATE
37.WO H,I,J,K,L I -1 12 3
_13; I
2!3 31 413 REQUIREMENTS.
_41i 3li "
A,B,M 1 2 1 1 2 1 25 i 2 1 1 2 2 1 2 2 1 2
131, 'T :�IT3, 12 313 4 1 F_ F:-
1 HI 1 111 2F2212 2112 213 212,2i3 131 121313 1 :fl 3 f21413 4�4 3 2 4i3
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
40.000 2- 3-
H.1,J,K,L T2 _ - 11 1 F� 13
11-1 1 1 1 1 -2 212��'2 13�jj Y,3 iT i 4 3 4[4 4 l'i 414 i '6 1
2 2 2 2 2 2 2 2 2 2 2 212 2
71
9 62
2 2
ABM ........... 2 2 TABLE KEY:
i f-i Yl-i Y5 i'i'3" 3 3!3 3 4:4 3,3 4i3 4
_�_.1 2 2
212+3 141313 1914 MAX PSF
PSF 49 79 561 79 79 (DP LIMITED) 117
C,D,E,F,G, 2 2 _2_r 2 2 2 2 2
ji.i2 2 HEAD 3
rj_� 2 li2 2 1_�__� I �_14 .-T
44.000 H.1,J,K:L[171 71TI—11—1 M22 r2T2 i r __4 2
--i ; 3'14 k443 414 313 13 4 41-3'3 5'4
1 �! !4
2 2 313 3 1 1 i ; I JAIVIB ABOVE 3 3
A,B,M 2 2 2 2 2 2 2 2 2 1 2 2 [_2 2 2 2 2 1 2 2 2 MTG.RAIL
T �_1 42
_jj1_j_3Tj 7� - 313 ri __L IW PRODUCTRFVJSPD
2 2_i5 313 _3T4 3, 4',4 J5-i!4 JAMB BELOW ,,complyin with ow Fhvik
Illilli-IfIl -2 21 T 2 j T�j
PSF 45 1 74 51 1 74 79 79 VrG.RAIL A'Rding code
C,D,E,F,G, 2 2 ATcpt.".N.1
2 2 2 2 2 2 2 3 2 2 3 2 21 i.fi Dta wzI
.7-4 4 (FULL DP)
-4141 13 4� 414 4j3 514
48.000 H,I,J,K,L jEj_jTj_11-1-27-2 iTi�2T2_3F3-i%i 4 33 44 By
2 2 2 2 2 2 2 2 2 3 2 2 A.P ef Co
'43 -2 2 2 1 2 1_2 HEAD 2_1
E
Y:i 4 4 4 1'�i;3,4'4 414 41 .........
ABM _T2 73-i I i
-iT— 313
11, 1 F1 2 1 2 il 315 414;4 4 f 3 514 JAM ABOVE 2t2
i '51 4
UL
PSF 41 67 46 07 76 79 MTG'RAIL
CDEFG 2 2 2 2 2 2 3 2 2 LOW
3 3 3 2 3 2 3 3 3 JAMB BE
2
5
[3
.4 313 4;1"
3 3- �Ti i� RAIL
53.125 J,* L -1 j-I hI -1 17 T -2 72'1 21�21-3 F3 -4 6 5 413 6,4 6!-5 4:3 5'4 MTG.
N°"5870'
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 Z
�3. i 4.1- -
-i-1-3 4-
2 72 �a3 3;-3, .4 51;4 14 43 5'.4 FULL DP
1070 TECHNOLOGY DRIVE
N. FL 34275 • TSO�,o
VENICE
ANCHORAGE SPACING,STANDARD VIEW
(941)48D-1600
HUNG WINDOW, ""I'S. ......
JR 0=117 INO CHANGES THIS SHEET. CERT�OFAUTH.429296 ALUM.SINGLE IMPACT z , e\N
G fo
Hanscwm�.All I— 7_� AA/YN/N' kLEA"P.E.
I F2C MM105 1-741 7
NTS 1 9 11 1"4040-20 FL P.E•#58705
I
ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES:
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12
SUBSTRATE: 17.125 22.666 28.211 33.754 39.296 44.839 50.382 55.925 SCREWS INTO METAL
ANCHOR TYPE: ❑ U U ❑ U U ❑ U U ❑ U U ❑ V U ❑ U U. ❑ U U ❑ V V 2-112 E RE SS4 CRETE-FLEX
O z Z co O z z c�O z z �?O z_z M O z r z c'O z r z c O Z, z m 0 z r z 3-#12 SCREWS
WINDOW GLASS N O O� N O O C`+O N O O a O N O O of O`�O O N O�O O N O`�O O cti O N 0 O 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
WIDTH TYPE U U 4$ U U U U U U U U U U 3 V U 2 U U DIMENSIONS:
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 1 HEAD-18112"MAX.FROM CORNERS
19.125 K,L '....1... ..2.. Z 2 2 2 2 z 2. 2_..2 2 2.. 3 2 3 3 2 3 ..3 . ...3 3 JAMBS-17 1/2"MAX.FROM TOP CORNERS RAIL
24.000 D,E,F,J, 1 1 1 1 1 1 1 1 I. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG RAIL TING
K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 15"MAX.FROM BOTTOM CORNERS
L-ANCHORS NOT REQUIRED
I)E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1
32000; .. ............... ........... .......:.....__.: ...__........:_.._,..._.,......_... :._.. ......_.,....,.......................... ............__.... ........ ......... ..... .,..... ...,.... SIL
3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5
VIEW WINDOWS FROM TABLES 7.AND&USING THE
PSF 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR
37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW.
-K,L 1 1 •1 2 2 2 3 -2 3 3 3 �4 3 3 3 4 3 4 4 4 -5 5 4 5
4.AVAILABLE SASH HEIGHTS FOR CUSTOM
VIEW
WINDOWS ARE 12 5/8"MIN.TO 38"MAX.
PSF 79 79 79 79 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 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 1 LESS.
JJ2
76 79 77 79 79 79 6.DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
44.000 2 2 2 2 2 2 2 2 2 2 2 2 2 2 '2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM
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
8 79 70 79 79 71 79 73 76 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN
48.000 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
1 �2 2 2 3 3 3 4 4 4 5 4 b 5 4 6 5 4 6 6 5 6 7. SEENOTE4,SHEET 11 FOR METAL SUBSTRATE REQS.
1 79 63 71 79 64 7a 66 77 69 69 TABLE 7.KEY:
53.125 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3MAX.PSF 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 SEE TABLE 3 FOR
(DP LIMITED) 112 FULL DP
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2
TABLE 8. JAMB ABOVE 2
SASH HEIGHT MTG.RAIL
SUBSTRATE. 12.776 15.776 18.776 21.776 1 24.776 27.776 30.776 1 31.106
ANCHOR TYPE. o o o o vl'i o v o v o v FULL DP
M O N Z Z N O N Z Z I?O N Z Z I?O N Z Z , O N Z z CJ O N Z Z a'7 O N Z Z �'?O N Z Z
WINDOW vgg 0 '4g O 0N0g O - ONO O � ONgg OON OON O ONgg 0 HEAD 2
WIDTH S `� v 5 ❑ 3 v v v 5 v v v v v 3 ❑ JAMB ABOVE_...4.....
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 j
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: r[toDucT'rzevtsED
AS CgIIl,llj'IIl$WiV1 t].F1ariJe
37.000 79 MAX.PSF °i'1d1° �OtlC
2 1 2 2 2 2 3 2 3 3T2 3 3 3 3 3 3 3 4 3 3 4 3 4 Aoce"�"`°N.I �Ow3aU8
(DP LIMITED) 112 e�I,A' o-nq ,�Zl
40.000 74 JAMB BELOWIT °y
2 2 2 2 2 2 3 2 3- 3 2 3 3-[-3 3 4 3 3 4 3 4 4 3 4 MTG RAIL
44.000 2 2 2 2 2 Y 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 B �•�\loN NM��',�
FULL DP ��;.•''VIGENS�c'.�(
48.000 63 72 79' Q
JAMB BELOW51
2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 MTG.RAIL =*; ND,58705
73 58 66 72 SEE TABLE 3 FOR
53.125 2 2 2 2 2 2 3 3 3 74-F-3 4 4 3 4 5 3 4 5 3 5 5 3 5 FULL DP = z2 I t
O • SATEO �:�
1070 TECHNOLOGY DRIVE �� •'••:��ORIDP,•''••
N.(EnN;�E5,0FL 34 75 ANCHORAGE SPACING,CUSTOM VIEW �''�,SS�ONAL ANG\
#Y ' 'G' CERT.OFAUTH.#292W ALUM.SINGLE HUNG WINDOW,IMPACT
'JR 08/06/17 G NO CHANGES THIS SHEET: s.n aa. sem,; - ow"nmrau. R.✓. A.LYNN MIL���2,P.E.
pawn By. 11 B DaR G INDUSTI G,I1NC.1
F.K. 7129105 J.J. 2123707 Alt RIGM9RESERVEO ® 6!!700 NTS 10 11 4040-20 G FL P.E.#58705
EXTERIOR INTERIOR NOTES:
1-314"MIN,EDGE 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
(ULTRACON ANCHOR)— (ALL HEAD AND SILL DETAILS) WOOD ANCHOR
(SEE NOTE 2&3) APPROVED 114"ELCO ULTRACONS OR 1/4"SS4 CkETE-FLEX. MINIMUM DISTANCE FROM
2-112"MIN.EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 13/4'FOR ULTRACONS INTO CONC.,2-1/2"E.D.FOR
(CRETEFLEX ANCHOR)— (SEE NOTE 1&3) 2x WOOD S K ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC.
{SEE N I'MIN.EDGE 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(GS),
(S EIE OITYEC"3)
3.35 KSI MIN. 1/4"SS4 CRETE-FLEX FOR DETAILS 8&D OR 0.131"0 x 2-112"COMMON NAILS(F1667 NL CM
CONCRETE S-07 Z(8d))8d PENNY SS ZINC COATED COMMON NAILS,TYPE 1,STYLE 10—FIN MOU14TED
1314"MIN. ONLY(SEE DETAILS E,F AND G THIS SHEET)
OPTIONAL 1x 13118" 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
WOOD BUCK— MINTOTAL THICKNESS IS LESS THAN 1 1/2". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
(SEE NOTE 3) t INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
---------- 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO 13E
/4-j ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
A>C 1/4
MAX 4.4 FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM SHIM 6063-TS 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)— 1-314-MIN.EDGE(ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL
2-1/2"MIN.EDGE(ULTJCRETEFLEX INTO CMU,&CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET,THERESPECTIVE DESIGN
1-3/4-MIN.EDGE(CONC.)— PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
114"MAX.SHIM 13/8* S.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
MIN. G.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
1cm
I
-_1__�
ItAmmil'! CONCRETE ANCHOR, *DGE FLORIDA BUILDING CODE.
FH BELOW MEETING
1"MIN.E
RAIL.(SEE NOTE 2) WOOD ANCHOR,
FH BELOW MEETING
3.35 KSI MIN.CONCRETE RAIL.(SEE NOTE 2)
OR 1.5 KSI MIN.CMU
INTERIOR
11x BUCK OPTIONAL WITH SOLID CONCRETE OR (ALL JAMB DETAILS)
CMU SUBSTRATE(SEE NOTE 3) EXTERIOR
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
5/8"MIN.EDGE
2-112"EMBEDMENT— MAX.— -
SHIM 1/4"
WOOD FRAME MAX.
—WOOD FRAME SHIM
.131"DIA.MIN. 5/8"MIN.EDGE PR ODUCTREVIS131)
ns—TAyig with the Florid.
2-1/2"EM EDMENT' x 2 1/2"NAIL, B.ildirig Code
.131"DIA.MIN. AT CORNERS Ac"ptabea No Galo
f `1D21
od-Qd.
x2l/2"NAIL, AND 5"O,C. —WOOD FRAME Im aDate
AT CORNERS 8Z
5/8"MIR &limmni ado rod
SM- ......r,
AND 5"O.C. EDGE �[T�131"DIXMIN. .71"'Ifit/1 ,
1 1 x 21/2"NAIL, otky LYN*
F_ M
AT CORNERS
SHIMAND 6*O,C. 2 1 12"EMBEDMENT
DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) log,
TYPICAL INTEGRAL FIN ANCHORAGE
IVE i2
1070 TECHNOLOGY DR S ZE'Re—
N.VENICE,FL3 ANCHORAGE DETAILS
..........
(941)480-1600 :\-v
/14"'01VAL E 0
—JR15MSED TOA14TCHNEW2017FBOANMORAGE. I
JR 0&06117 'G CERT.OF AUTK#2920 ALUM.SINGLE HUNG MNDOW,IMPACT
comIGHY-17 jur 1�- I— I—". -
F2 MM 404L A.LY R.P.E.
�MTKI "_207
Ic w �RIGMRESM� SH700 NTS G�_ FL P.E.#58705