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Regulation
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FL#
k _.y.,. 1435-R17
Application Type Revision
Code Version 2014
Application Status Approved
*Approved b BPR.Approvals by DBPR shall be reviewed and ratified
by the P an ommission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgt*industries.com
Authorized Signature Jens Rosowski-
jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category CindowsSubcategory g
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
q. Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
AAMA/WDMA/CSA 101/IS2/A440 2008
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2OD... 4/5/2016
GENERAL NOTES: ANCHOR LOCATIONS&SPACING
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH 53-1/8"MAX.TIP-TO-TIP
THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 52-IIW MAX.BUCK
2)WOOD BUCK$DEPICTED AS IX ARE LESS THAN 1-1r2-THICK IX WOOD BUCKS 52-1/8"MAX.BUCK 6"MAX 5"MAX
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD 11
BUCKS DEPICTED AS 2X ARE 1.112*THICK OR GREATER.ATTACHMENT METHOD OF 9'MAX.
WOOD BUCKS SHALL BE DONE BY OTHERS. T
3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO 75-
SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). I MAX.
I
4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE BUCK
SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
i 6"MAX
6)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR
SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS 17"MAX.
REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM I MAX.
DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. I BUCK
6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. 1 76"
OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF MAX.
INSTALLATION SHALL BE DONE BY OTHERS. TIP-TO-
I TIP
7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSII
CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. j I I
GLAZING COMPLIES WITH ASTM E1300. W MAX, 1 1
8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE ————————— 6'MAK
IX LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, FLANGE FRAME
FIN FRAME
9)EQUAL LITE SHOWN.ANCHOR QUANTITY AND SPACING APPLIES TO
ORIEL SASH UNITS AS WELL.PRODUCT MAY BE INSTALLED INTO STEEL 53-1/8"MAX.TIP-TO-TIP
OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. 52-1/8-MAX.BUCK
10)PASS-THRU PRODUCT HAS NOT BEEN CERTIFIED FOR WATER TABLE 3:FIN&FLANGE STANDARD WINDOWS 9.
INFILTRATION AND MUST BE LOCATED IN UNEXPOSED AREAS. Buck Size S n MPressure Certification
-I Sabi]Style e---f
11)THE 200 SERIES WAS FORMERLY KNOWN AS THE 400014001 SERIES. Width j Height I;)PSf H PSf Numbers
55 55 L90-478,479,
52-1/8" 75' Equal Lite 61-112'
55
Oriel 55 -- 493,494�
17- BUCK
TABLE 1:FLANGE WINDOWS(STANDARD AND PASS-THRU) MAX. 52;11MAX*BUCK
61
MAX.M
U
MGL
TABLE 4.FLANGE PASS-THRU WINDOW 52"
Anchor? Substrate Min.Edge Mh BuckSize Design Pressure Ce ifi::tjon MAX.
Dist mom T
It
r Width Hel t (+) sf -) sf TI
Wood(Southern Pine) 7/18' 1 Ir NtImt-ers TIP
#10 Steel SMS Steel Stud Gr 33 31W �0045 d('18 GA) 65 1 65 190-1002J
Alurnlrturn-�T5 3w Iff
Stee Concrete 1'
31W Ifir 8-1/2'MAX I
114'Masonry
An.ch Haa—w emu I 2-11r I I-1w FLANGE FRAME
PASS-THRU WINDOW
DTE' A ETAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MJN.3 THREADS —tit--11:11tNSIPE FACE CF MATERV.i. "
TABLE 2:FIN WINDOWS(STANDARD WINDOW) J.ROSOWSKI DBI 8/11 ALUMINUM T6
'UM'0"1
Anchor Type Substrate Min.Edge Min.
Dist. 7Embadnverft 10 AvrR,wrumourneuamev
—r—fa-7.=I -
Rooling Nall Wood(Southern Pine)
*12 Panhead
SMS Wood(Southern PIns) 0116, 11vw 1070 TECHNOLOGY DRIVE rm
NOKOMIS.
*10 Trusshead —i;6RI.OFAVTH.:2e2 NG INST.,STD,MEETING PAIL
7116" I-=*
Wood(Southern Pine)
screw
A.Lynn Miller.Pf
P.E.#587C5 SH-
00&200PT S t of 3 1032411JR
INSTALLATION WITH FLANGE FRAME
:$U_d'ST
EXTERIOR
S
IFU/s,"
Ix
zz WOOD
$HIM I SHIM
EDGE
1 NOt DISTANCE
ANCHORS NO
REQUIRED ANCHORS
EXTERIOR REQUIRED EXTERIOR EMBEDMENT
FLANGE FRAME,
JAMS INSTALLATION
FLANGE FRAME, (DIRECTLY TO SUBSTRATE)
HEAD INSTALLATION ahtjGE FRAMg.
(DIRECTLY TO SUBSTRATE) HEAD INSTALLATION
(USING IX BUCK$TRIP)
ISU TR
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
EDGE
NO NO DISTANCE
ANCHORS ANCHORS
REQUIRED REQUIRED SHIM
EMBEDMENT D _7 N--_ -7
FLANGE FRAME,
JAMB INSTALLATION
SHIM SHIM (USING 1X BUCKSTRIP)
BST TE Ix
FLANGE FRAME WOOD
PASS-THRU WINDOW_
SILL INSTALLATION
SU TR6T (DIRECTLY TO SUBSTRATE) s,-k—
FLANGE FRAME, SS E J.ROSOWSKI C'08108111 ALUMINUM 6063-T,
SILL INSTALLATION
EXTERIOR
'T
OcLt tri
,:e:ll, N
(DIRECTLY TO SUBSTRATE) FLANGE FRAME
INSTALLATION NOTES, SILL INSTALLATION
(USING IX BU K TRIP)
1)SEE SHEET I FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE
2)GLASS SHOWN AS EXAMPLE.MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. NOKOMIS.FL 34275
3)FOR SMOOTH SASH OPERATION.THE ANCHORS MUST BE FLATHEADS. FL CERT,OF AUTHL:29296
4)MAX.SHIM THICKNESS TO BE 114-. SINGLE HUNG INST.,STD.MEETING RAIL
5)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn Miller,P.E. 1-3.101 .
P�E'#11 6 =S200 200PT I NTS 2 of 3 1032411JR