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I'yfISS,[_Agyri12Yr71JYfy>EWALCt nr An r i'' n c
�'` h> List
APPlicatlo Detail
#
-pill
Application Type FL739 It2
Code Version Revision
Application Status / 2017
Appr ved
* proved by DBPR.Approvals by DBPR shall be reviewed and ratified
y the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email PGT Industries
1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature
Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative
Address/Phone/Email Jens Rosowski
1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski @pgtindustries.c
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory Windows 1 y YN
Single Hung V
Compliance Method
Certific r or Listing
Certification Agency
Validated By Miami-Dade BCCO-CER
Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard)
�ian�td
TAS 201, 202., 203 Year
1994
Equivalence of Product Standards
Certified By
Product Approval Method
Method 1 Option A
Date Submitted
Date Validated 12/08/2017
Date Pending FBC Approval 12/20/2017
https://www.floridabui]ding.org/pr/pr_app_dti.aspx?param=WGEVXQwtDquS 1 Bu8CAEm..
1/17/2018
M IAM I•DADE MIAMI-DADE COUNTY
man PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamiaade.zov/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,including the High Velocity Hurricane Zone:
DESCRIPTION. cries"SH-700"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1
through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
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 NOA#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.
Approval Date: November 30,2017
NOA No. 17-0630.08
MIAMI-DADE COUNTY �` Expiration Date: March 26,2021
No= low �1� 7
(( Page 1
GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED:
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •2014
AST FLORIDA BUILDING CODE(FBC).5TH EDITION
•ASTM E1300-04
•ANSI/AFBPA NDS-2015 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) •AIS)s100-12
B.5/16"LAM(CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A •AISC 360-10
.090'KURARAY TROSIFOL*PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX" PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"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.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.7/16"LAMI CONSISTING OF(1)LITE OF 3/16'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.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOL OPVB(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4
OR.D90"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.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI 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
I.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'HEAT STRENGTHENED GLASS
WITH A.090'KURARAY TROSIFOL 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 AIRSPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"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 1/8'TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE Materiel Min.Fy I Min.
OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL" PVB(BY KURARAY AMERICA,INC.) St 92 ksi
OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E4eo4,jtrffCZn9kill 177 ksi
L.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS.AN AIR SPACE AND 7/16"LAM]CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS
--t- 410 SS Elco CreteFlexO 127.4 list 189.7 ksi
WITH A.090"KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M.13/16'LAM(IG:(1)LITE OF 118"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A 6063-T5 Aluminum 16 ksi 22 ksi
.090"KURARAY TROSIFOL"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 36 ksi 58 ksi
Gr.33 Steal Stud 33 ksi 45 ksi
2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W/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 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. .R rA TREVISht
us c.mpiyirtg with the F10eide
Bm'idmg-oe Cotic
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Attcyt No'
'. .n Ihla ,'1p2a
7.REFERENCES:TEST REPORTS FTL4645,FTL4646,FTL4647,FTI-4648,FTL-4649,FTL-4650,FTL-4651,FTI-4723,FTL-4957,FTL4958 AND FTL-5063. sy
ANSI/AFB,PA NDS FOR WOOD CONSTRUCTION Mien Dade Product
ALUMINUM DESIGN MANUAL 1j1 t l t)I t/
8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. ;: �a�.•t d1%/! :�
9.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITYUM
`:• ••.�
HURRICANE ZONE(HVHZ). _*' �npNo' •:
10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED.
1070 TECHNOLOGY DRIVE
GENERAL NOTES '� �OfKD" �`�•
N.VENICE.R 3e213
(041)450-1600
a6y0817 -G I!P[I .A0VVRAGETVFHC2017 CERT.OF AUTH.829296 ALUM.SINGLE HUNG WINDOW,IMPACT /r,,lilt111
�,n„o,,,•m„ a r.r.1e r 0 .r ". A.LYNN MILLER,P.E.
FX A'1A5 J.J. 1/1307 .i°Teio Taco a/f700 NTS 1 + 11 404f7-20 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 9TING
WINDOW HEIGHT WIDTH GLASS TYPE 63" 86" 68" 70" 72' 74" 76" M46" A.B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .0 HT.
A,B.M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 .0SASH
62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +BO.D X0.0 +78.6 -78.8 +77.3 -77.3 +75.9 -5.9 1
53118" A,B,M +80.0 -80.0 +80.0 $0.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 0
UPT053118" C.D,E,F,G,H,I,J,K,L +g0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0
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 "0"
IDTH GLASS TYPE 38 318" 44" 63" 72" 74" 76"
HT. MEETING RAIL
48"/ A,B,M +80.0 -80.0 +80.0 -80 +80.0 0.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 -------
50^ A,B,M +80.0 -80.0 +80.0 -80. 80.0 +79,9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 "x" SASH
62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6
63116" A,B,M +80.0 $O.D +g0.0 -80.0 +90.0 -80.0 +75.0 -75.0 +68.0 4i8.D +66.7 -66.7 +65.5 -65.5
UP TO W 1/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -00.0 +80.0 -80.0 +60.0 -00.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0
CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. -
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
W L
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W1 SASH=76"FLANGED AND 75"INTEGRAL FIN) MINUS
WIDTH GLASS TYPE 1 17118" 1 2211/16" 1 283116- 1 333/4- 1 39 6/16" 4413116" 1 503/8" 5515116" I SASH
53118" D,E,F,J,K,L4 +80.0 - 0 +80.0 0-80.D +80.0 -80. +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT.
60.
MEETING RAIL j
"S TYPES: TEST REPORTS TABLE 4. •x' -s�j1 H
A/5/16"LAMI-(118"A,.090,1/8"A) FTL4647,4648,4723,4957
.5/16"LAM[-(1/8"A,.090,1/8"HS) FTL-4647,4648
C.5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL-4647,4648
D.7/16"LAMI-(3/16"A,.090.3/16"A) FTL-4645,4885
E.7/16"LAMI-(3/16"A,.090,Y16-HS) FTL-4645
F.7/16"LAMI-(3/16"HS,.090,3/16"HS) FTL-4645
G.13116"LAMI IG-118"T,AIR SPACE,5116"LAMI-(118"A,.090,1/8"A) FTL-4646,4723 PRUMJCTREWMV
H.13/16"LAM]IG-1/8"T,AIR SPACE,5/16"LAM]-(1/8"A,.090,1/8"HS) FTL-4646 as Y�6wMOe FIvGh
$uiide�Cade
I. 13116"LAM]IG-118"T,AIR SPACE,5116"LAMI-(1/8"HS,.090,1/8"HS) FTL-4646 Aace,Yan I 'Of2 D- 21
J.13/16"LAMI IG-118"T,AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16"A FTL-4649,4650 c
Ry
K.13!16"LAMI IG-1/8"T,AIR SPACE,7116"LAMI-(3/16"A,.090,3116"HS) FTL-4649,4650,4958 p, ,
L.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) FTL4619,4650 �,i i i i i
LY
M.13/16"LAMI IG-i/8"A,AIR SPACE,5/16"LAMI-(1/8"&.090,118"A) FTL-5063 `�``�O•,.....,NZj''�
�ICENSF
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. * 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 p•, '}.���`
5.REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP ,ororECHHOLocr oR,vE
LIMITATIONS. N.vEHiCE.FL 34275 DESIGN PRESSURES '-�;cSs'?O�+Iop.•-'G��'��
(941)4eD-,eoo /ANAL
- CERT.OF AUTH.029298 ALUM.SINGLE HUNG WINDOW,IMPACT '���„ ,,,,�`� I
JR O6W7 G NO CHANGES THIS SHEET. aoPr +rexn a.`.r.� sir w.e fin. A� A.LY NN IN ILA'P.E.
°F. °ice -70 -2,2M7 P4TNOJ5TR16• ° SMPD NTS 3 11 4040-20 G FL P.E.#58705
F.K. BHAIS J.J. �w.naHrsAm��.Fo
53 1/8"MAX.FLANGED DTH
52 1/8'MAX.I.F.WIDTH
49 SM"MAX.FIXED C-�-�
I` DLO(ALL) D
1 75"MAX. 75'MAX. 1 75'MAX.
I.F. F — — A I.F. I.F.
SEE DLO O j D-!f HEIGHT SEE DLO HEIGHT SEE DLO C HEIGHT
TABLE / TABLE 0 j TABLE I O j
L _ _ 76"MAX. 76'MAX. - I 76"MAX.
FLANGED FLANGED LSI FLANGED
11
HEIGHT HEIGHT HEIGHT
SEE DLO 38 MAX'
TABLE x 0 SASH SEE DLO SEE DLO X 0E
(MAX.) / HEI HT TABLE j x j NO E 4 TABS j NOTE 4
48 1/4'MAX.
VENT DLO(ALL) DETAIL B DETAIL C
DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)
1/1
6 E I
75"MAX. I 75"MAX.
I I.F. LF.
HEI HT E+•I HEIGHT
SEE DLO I SEE DLO
TABLE 0 TABLE O j
76"MAX. 76"MAX.
FLANGED I FLANGED
1 HEIGHT I HEIGHT
_1 —
SEE DLO T� 2( j SASH
SASH SEE DLO TABLE X 20'
1
HEIGHT f PRODUCT REVISED
HEIGHT
vs campNyillg with the Fk"
------ 8ui:ding Code
B nccepunceNOl -063a.Q
F..<pi-atKio Dote2�
DETAIL D DETAIL E
VIEW CUSTOM SASH RADIUS TOP(CUSTOM SASS °j
N4iam P,�
NOTES: ��,•' 1ICENS
1.SEE SHEET 5 FOR VER7ICAL AND HORIZONTAL SECTION DETAILS.
2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. =*;' No.58705 '
3.SEE SHEETS B THROUGH 11 FOR ANCHORAGE INFORMATION.
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. — Lil
1070 TECHNOLOGY DRIVEp'O %�51 '•:c(tNtIDP-,• �C14r/7`
N.VENICE,R ams ELEVATIONS - -•
iM41)480-1600 NAL
JR D6�ON17 G NO C1IAHGES TF#S SHEET. CERT.OF AUTH.WaM ALUM.SINGLE HUNG WINDOW,IMPACT r ', 11 1 1 1 111`1
catmranreyml st.ee+e ar twre n.roew A.LYNN MILLER,P.E.
F.K 6/1105 1-771 223877 „°GU R 84700 NTS 4 r 11 4040.20 G FL P.E.#58705
ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES:
WINDOW HT 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12
METAL
SUBSTRATE 28.603 34.603 40.603 46.603 52. 58.603 64.803 76.000 2 SCREWSI S�RETE-FLEX
ANCHOR TYPE: p U U i -
3-#12 SCREWS
qr ^ oZpZ ZoONZZ ZZ Z Z
iOZZZ
WINDOW GLASS O O c' 0NO O cfOO—O Y O�OmONO O ONO O NOOO'ToC4O 2.ANCHOR LOCATIONS ARE.BASED
ON THE
U U U U U U U U � U U U U U U U U FOLLOWING DIMENSIONS
WIDTTYPE
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 HEAD-18 11/2"MAX.FROM TOP CORNERS
T. _,. _ JAMBS-17 1/2'MAX.FROM TOP CORNERS
HAAK,L 1 2 1;1 1 11 1 1;2 1 1 1;2 2`2 1 12 212 2:2 212 2 2 2 2 2'2 2 2 2112 2;2 2 2 2;2 2'2 2'2 2:3 2 i 2 3'3 15"MAX.FROM BOTTOM CORNERS
19.125 6"MAX.BELOW MTG.RAIL
AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
—..,-- _ __._ ..__.. .._. ..-:-- --. ..._. ... _. _-.•- _,._ .___ .___.._._-- __-_...__... SILL-ANCHORS NOT REQUIRED
1:2 1 1 1 1 1 2 1 1 1;2 2,2 1 2 2 2 2::2 2.2 2`2 2 2 2;2 2.212;2 2;2 2'2 2 2 2'2 2112 2:3 2 2 3.3
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 T 1 1 , 1 i 1 1 1 1 1 ES USING THE DIMENSIONAL CRITERIA OF
3.INSTALL PER THE ADJACENT TABLE ANCHOR
24.000 H,WAL 1 2 1 1 1 2 112 1;2 1!2 2!2 1 2 Z2 2,2,2:2 2,2 2.2 2j2 2112 2;3 2 2 2 2 2'3 2;2 2 3 3•:.3 2112 3 3 NOTE 2.
1 1 1 1 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
AB,M -
1 2 1;1 1!2 1;2 1.2 1;2 2 2 1 2 2 2 2 2 2 2 2;2 2 j 2 2 2 2;2 2'3 2 2 2 2 2;3 2 2 2 3 3'3 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 1' 2 2 2 j 3 1 2 2 2 2 3 1 2 2 i 3 2 3 2;2 2:3 2;31232,2:3 313 2112 3:3 3114 3;2 3.3 3'4 3 3 4 4 5.DESIGN PRESSURE LIMITATIONS:
32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CENT TABLE WITH A
SIZE BLOCKS OF THE ADJA
p16,M -._. . _ .-.- _ _. _._. .._.._..._._ 1- BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
1112 1-.2 2j 2!311.2 2i212,3 1,4 2:3 2i3 2,2 2.3 2 3 2[2 2 3 3 3 2;2 3 3 3`4 3,2 3 3 3;4 3;3 4114 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
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
H,I J,K,L 2112 1 2 2j 2 2�3 1 2 2:3 213 2;2 2;3 2;3 212 2113 2'3 2' 3114 2 3 313 3i4 313 314 315 3113 4114 SIZE AND GLASS TYPE IS AVAILABLE.
37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 2 2 1 2 2 1 2 2 1 2
ABM _ ..,. .,. ,.. _ 8. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE
2:2 12 22 2`3 1'2 2 3 2;3 2[2 2;3 23 2:2 2'3 2113 ;3 2 3 34 2;3 3.3 3;4 3'3 3 4 3;5 3:3 44 REQUIREMENTS.
PSF 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 2
40.000 H,IJ,K,L 2 2 1;2 2112 2.3 2 2 2:3 23 2,2 2j3 2 3 2'3 2;3 2'4 2`3 3113 3114 213 3 4 3115 311 3;4 45 3 3 4114
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
AB,M 212 1'2 2 2 2;3 2 2 2 3 2 3 2;2 2 3 2 3 2;312,312.4 2113 3`3 374 2'3 3:4 3:5 3,3 3 4 4115 3'3 4 4 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 2 2 2 2 2 2 Dp LMTED 118
44.000 H,I,J,K,L 2 2 2 2 2:2 2;3 2:2 2:3 2.3 2,2 3;3 Al2 42'3 3:3 314 213 313 314 2-::'3 3!413i5 13 3 4 4115 3:4 4;5 HEAD 2
ABM 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 2:2 2:i2 2;3 2,2.2 3 2;3,2;2 3,3 2;412'313;3 3,.4 2j3 3;3 3;4 2.3 3;4 375 3;3 3 4 4;5 3;4 4,5 VrG•�
JAMB BELOW PRODUCT Sim
P 79 79 �,a^d
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 MTG.RAIL plA3 0
48.000 HIJ,KL 2 2 2'2 272 2 3 2 2 2`3 3;4 2 3 3 3 3'4 2113 3'4 3 4 23 3'4 3 5 3'3 3'4 3'S 3,3 4 5 4 6 3 4 5 5 `"iiooaDei 7 21
2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 (FULL DP)
_ . .... ;_ ..._ .. HEAD 2
AB'M 2 2 2;2 212 21-3 2:2 2113 3114 2113 3'3 3114 2'3 3 4 3 4 2113 3 4 3 5 313 3 4 3115 3+3 4;5 4:6 3;4 5115 r
JAMB ABEL 2 3
PSF 72 79 79 VTG. ,%' Y LYIV*
C,D,E,F,G, 2 2 2 2 ±2"22:'3
2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3N-45
JANB BELOW ""'o�NKISF
_ _. ._._. _
53.125 H,4J,K,L 2 2 2 2 2 2 2 3 3 4 2 3 314 3 4 2'3 3;4 3 4 3 3 3 4 3 5 3;3 4;4 4.6 3 4 4.5 4 6 NRG 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 �46 SEE TABLE 1 FORAB,M . .2 2 2 2 2 2 2 3 3'4 2 3 3!4 3 4 2 3 3 4 3 4 3113 3 4 3'.5 3'3 4 4 di5 3;3 4 5 FULL DP = G
1070 TECHNOLOGY DRIVE °ice" •'•
O •. STATE
�_.�•.�'
N.VENICE,FL 34273 ANCHORAGE SPACING, 1/1 WINDOWS V/
(B4t)480.1800 ne �Fs''.;20RIDA•.•'\��
JR 0B98717 1 O I NO pfANGES THIS SHEET.
CERT.OF AUTH-rmM ALUM.SINGLE HUNG WINDOW,IMPACT
a.rr,e IT
.e ar"tiw �,- A.L7MIIr ,1 P1 .
a..n uc a.r ream+e.�c
F.K. 7!1995 J-4 Y13'D7 .0 m,rs sEwvco SII70D NTS 8 11 4040-ZO G FL P.E.#587D5
NOTES:
EXT IDR INTERIOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
1-CO MIN.EDGE WOOD ANCHOR
(ULTRACON ANCHOR) (ALL HEAD ND SILL DETAILS) (SEE NOTE 2&3) APPROVED 1/4"ELCO ULTRACONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
2-12'MIN.EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4'FOR ULTRACONS INTO CONC.,2-12"E.D.FOR
(CRETEFLEX ANCHOR) (SEE NOTE 1&3) WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC.
SEE NOTE 3) 1"MIN.EDGE 2_FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(GS),
;3'35 KSI MIN. 1/4"SS4 CRETE-FLEX FOR DETAILS B&D OR 0.131"0 x 2-1r2"COMMON NAILS(F1667 NL CM
S-07 Z(8d))8d PENNY SS ZINC COATED COMMON NAILS.TYPE I,STYLE 10—FIN MOUNTEDCONCRETE
" 1 3!4"MIN. ONLY(SEE DETAILS E.F AND G THIS SHEET)
3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
OPTIONAL 1x 1 3/8" 12". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOOD BUCK 1 MIN. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3) 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
1/4" 1/4" ENGINEERED BY OTHERS ORAS 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 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 ANCH RAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
1-3/4"MIN.EDGE(ULTRACON I 0 CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL
1-1f4"MIN.EDGE(CMU) 2-1/2"MIN.EDGE(ULTJCRETEF 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----{ If 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.
1/4"MAX.SHIM --- 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO
tom' �•': ' CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
L CONCRETE ANCHOR, j IIJ� 1-MIN.EDGE FLORIDABUILDING CODE.
tIU FH BELOW MEETING l/ WOOD ANCHOR,
RAIL.(SEE NOTE 2) FH BELOW MEETING
R
3.35 KSI MIN.CONC �71AIL.(SEE NOTE 2)
OR 1.5 KSIMIN.C
INTERIOR
(ALL JAMB DETAILS)
1x BUCK OPTIONAL WITH SO CONCRET EXTERIOR
CMU SUBSTRATE(SEE NOT 3)
DETAIL C DETAIL D v
ED JAMB ANCHORAGE
114" 5/8"MIN.EDGE
2-12"EMBEDMENT MAX SHIM 1/4'
WOOD FRAME MAX.
WOOD FRAME _SHIM
0
{ 5/8'MIN.EDGE PRODUCT REVISED
.131"DIA.MIN. m complying with dee Ronde
(f x 2 12"NAIL. 7111malii
111Mf f 3uilding Code
2-12'EM EDMENT AT CORNERS Aeaptmoe Ho 1 -O(e O.08
.131'DIA.MIN. I L{iTeeiaa Due 4021
AND 5"O.C.
x 2 1/2"NAIL. I WOOD FRAME B
AT CORNERS hq;xei produce
AND 5"O.C. 5/8"MIN.EDGE
uiiuli
.131'DIA MIN.!a" x 2 12"NAIL �� �``-ONY YNN.�''
MAX. AT CORNERS ``�1�, �10ENgF••
SHIM AND 5'O.C. 2-12"EMBEDMENT
DETAIL F, (HEAD) DETAIL E,(JAMB) DETAIL G, (SILL) *' NO.587D5
TYPICAL INTEGRAL FIN ANCHORAGE �pO•. l
oF-
070 N TECHNOLOGY DRIVE
ANCHORAGE DETAILS '�Fs+' /aaD�..•'N
(941)480-lWO %40
xc Pi��:
CERT.OFAUTH.829296 AL UM.SINGLE HUNG WINDOW,IMPACT 'If,, AL``NEW2017 FVC ANCHORAGE �,,,r�, a"e. a+..e n.re,e Ire A.LYNN IvIE2 ,P.E.
+ 911700 NTS11 + 11 4040-20 G FL P.E.#SB705FJC SV1Al5 —amus ase