HomeMy WebLinkAboutSUBMITTED PAPERSDATE: n RECEIPT: PERMIT NUMBER:
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
- 2300 Virginia Avenue ,S
. 3 Fort Pierce, FL 34982 C 13Y
- (772) 462-1553
APPLICATION FOR REPLACEMENT OF St. �UCI@ count
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESSc4-12..CIIJ
2. PARCEL ID NUMBER:
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:
1�.�\e�C`�c�._JS C�1- �'C\^CY'j� \- ` 'C�(J�l �'C�c•(��L },
4. TYPE OF STRUCTURE: SF R MOBILE HOME OTHER
5. OWNERS INFORMATION
Name:�;c oN Qx- S \\o ��e'O'Nhe- 6.
Address:`d1ZCiCl-�-c \cN-c A
City: S ` State: V7 `1
Zip: �A �A 1Kto Phone: -V-1 loQ5 --,/ q 7
Email:
CONTRACTOR'S INFORMATION
County Cert #• d
;� 3s�—'[�
Business Name:�'w\�S�C�ea m Alum; CLM
Phone Number:ll'ci
Email
COMPONENT'ID. " "_.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS"\\\
SKYLIGHTS
\�
SLIDING GLASS DOOR
SWING DOOR
MULLIONS `
OVERHEAD GARAGE DOOR'
[] Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ FEES DUE:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regulating construction a d zoning.
o_
PRINT OWNER OR CONTRACTOR/QUALIFIER NAME NATURE OF'O ER OR CONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF �\ •LUG
ACKNOWLEDGED BEFORE ME THIS_ DAY OF 20BYYZI`c1c�
WHO ERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION.
X
J111S TURE O AR TYPE OR PRINT NAMMOF r4OTARY SEAL
TITLE: NOTARY PUBLIC COMMISSION NUMBER �—�—\ 35\ACi-
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT.
jeg ' %. Notary Public State of Florida
Karyn E Ridgely
c My Commission EE135494
9'�arIV Expires 10/03/2015
8/28/13
= ,
Property Appraiser - St.Lucie County, FL
-
PROPERTY RECORD CARD
Michael C.'ostAllo 1.0vsill; I of I
—Prev Nex.t>,; Spex.Asynmf
Taxes Exempti€:,ps PermitN Home Pant
propedy Identification
0
Site Address: 8720 Bally Bunion Rd
PanelID: 3334-600-0045-000-4 �61
ScclTown/Range: 34 :365 :39E
Account #: 144662
4t
Map ID:
Use Type: SF Res
'Zoning: PUD PUD
City/C;nry: Saint LucielCounty
Ownenhip :and Mailing
Legal Description
Owner. Michael Costello Jeanne Costello
POD 32 AT THE RESERVE PUD III SPYGLASS LOT 42 (OR 2380-1908)
Address: 8720 Bally Bunion Rd
Port St Lucie FL 34986
Sales Inf€w aaation
< mensment 2013
Toi;al Lind and Building
Date Price Code
Deed
Book/Page 2013 TRIM: 395600
Land Value: 60000 Acres: 0.23
9/29/2005 800000 00
WD
2380 / 1908 Assessed: , 395600
Building Value: 335600
1/30/2003 579700 00
SP
1901 / 1594 Ag.CrediC 0
Finished Area: 3375 SgFt
Exempt: 50000
Taxable: 345600
Taxes: 7180.64
a,
BUILDING UNIF 3R-NL 'I'10
IT
a s's
u
(f115) 62
] 10 iJ
II OPA4 ITI
GM
d19Ti
tenor I''t*dltures
View: -
RootCover: CT - Conc Tile
RooiStnact: HP - Hip
F.,xtType: HA - HA
YearBit:
2003
Frame: -
Grade: A - A
EI[YrBlt:
2003
Primelt/ail: BS - CB Stucco
StoryHght: 0010 - 1 Story
No.Units:
1
SccWall: -
laaterior Fe-,,ataares
BcdRooms: 4
Electric:
MX - MAXIMUM
PnnhitWall: DW - Drywall
FullBath: 4
HeatType:
FHA - FrcdHotAir
AvgHt/FL-
1/2Bath: 1
HeatFuel:
ELEC - Electric
Prm.Fiors: CT - Tile -Ceramic
%A/C: 100.
%Heated:
100
%Sprinkled: 0
Sp4viht FeaatureS and Yard Items:
Land Infaaa'anattion
Type Y/S Qty.
Units Qual. Cond. YrBit. No. Use Type
Type Measure Depth
ENC2 - POOL ENC-AVG Y 1
1927 AV
AV 2003 1 0100-SF Res
N -Flat 1
PA01 - POOL DK-AVG Y 1
1555 AV
AV 2003
PHTR - POOL HEATER Y 1
1 AV
AV 2003
SWAV - RES POOL AVG Y 1
336 AV
AV 2003
SPA - SPA -HOT TUB Y 1
36 AV
AV 2003
DWBP - Drive-BrkPav Y 1
1044 AV
AV 2003
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
www.pasic.org/paslc/prc.asp?prclid=3334600004550004 1/1
u►r....,�....; Ine...,�....., _c��s - Job- �ICOSTELLO- JEANNE & MICHAEL COSTELLO RE i
PGT Window: Single or Dou
Style _
Glass
_ — _ In Dim —� Out Dim
Model #:
SH2O0
Strength
PGT-Window: Single or Double Hung; FrMat: Alum -
SH2O0 Non -imp; FrColor: White; GIColor: Obscure ;
Dim (W x H): 37 x 50
Dimen: 37 x 50
Impact: Non -Impact
Color
Obscure
CO Style:
Frame AV: Alum
Frm Color: White
Options:
PGT Wi9 ndow: single or Dou
---- - -- -
Style
Glass
In Dim Out Dim
___.---L---
Model #:
HR710
Strength
PGT-Window: Single or Double Hung; FrMat: Alum -
HR710 Impact; FrColor: White; GlColor: Grey ;
Dim (W x H): 53 x 48
Dimen: 53 x 48
2
Impact: Impact
Color
Grey
CO Style:
Frame AV: Alum
Frm Color: White
Options:
PGT Radius To Window
_ . _ _......P - -
j
Style -�
Glass
In Dim Out Dim
-- - — - ---
_.._. . _ .._ ....t__
Model #:
AR701
Strength
PGT-Radius Top Window; FrMat: Alum -AR701
Impact; FrColor: White; GlColor: Grey ; Dimen: 53 x
Dim (W x H): 53 x 16
16
2.1
Impact: Impact
Color
Grey
CO Style:
Frame AV: Alum
Frm Color: White
Options:
Window Measure Sheet_ Job: :COSTELLO, JEANNE & MICHAEL COSTELLO Date ,
PGT Window: Single or D_o_ u
Style
Glass
— In Dim--- Out Dim
_ -
Model #:
SH2O0
Strength
PGT-Window: Single or Double Hung; FrMat: Alum -
SH2O0 Non -Imp; FrColor: White; GlColor. Obscure ;
Dim (W x H): 37 x 50
Dimen: 37 x 50
Impact: Non -impact
Color
Obscure
CO Style:
—
—
Frame AV: Alum
Frm Color: White
Options:
PGT�Window:_Single or Dou
Style
Glass
In Dim Out Dim
Model #:
HR710
Strength
PGT-Window: Single or Double Hung; FrMat: Alum -
HR710 Impact; FrColor: White; GlColor: Grey ;
Dim (W x H): 53 x 48
Dimen: 53 x 48 r
2
Impact: Impact
ColorGrey
CO Style:
Frame AV: Alum
Frm Color: White
Options:
PGT Radius Top Window
In Dim Dim
Style
Glass
Model #:
AR701
Strength
PGT-Radius Top Window; FrMat: Alum -AR701
Dim x H): 53 x 16
Impact; FrColor: White; GlColor: Grey ; Dimen:r9$k-.
16 =�
2.1
.(W
Impact: Impact
Color
Grey
a
r�
CO Style:
Alum
Frame AV:
Frm Color: White
C
Options:'
r A
�=
ALUMINUM & SHUTTER CORP.
Do It O,zce. Do It Right.
Since 1979
Special Instructions:
3001 S.E. Gran Park Way, Stuart, Florida 34997
(772) 287.6476 • (800) 244.4143
FAX (772) 287.9740
E-Mail: jobrien@gulfshutters.com
www.gulfshutters.com
Lic. #MC00231, SL -1211, PB# U-17051, CRC58017
LAYOUT SHEET
Page of
Key
Storm Panels - SP Rollups - RU
Accordions - AC Windows/Doors - WD
Bahamas - BA Retractable Awnings - RA
Colonials - CO Ultra Lattice - UL
Signature - Salesperson - -- - Date %G )
Bid Pro o$ a I Gulfstream Aluminum and Shutter Corp 3001
p SE Gran Park Way' Stuart, FL 34997
ALUMINUM 4 Sft1W COM Bid Date:8/21/2013 Phone: 772.287.6476 Fax: 772.287.9740
www.gulfshutters.com
Prepared For: ! Bid Information
------
Namel JEANNE & MICHAEL COSTELLO Bid Type HOME OWNER
SubdivisionlPGA VILLAGE , Job Name COSTELLO RES.
Job Address18720 BALLY BUNION ' Installed O
------------
!LOT 42 SPYGLASS Phones Home (772) 460-8404
City-State-Zip'PORT SAINT LUCIE, FL 34986
_ ...._....-._-- Cellular (772) 595-7923
Sales Person+DOUG GOETHEL !Work- (772) 461-4666
Fax1 (772) 464-3005
Opening
Finish
Sales
SgIFt
OPG # Type Style
Width
Height
Width Height Bid Item Description
Price
1 IWIN/ Window: Single 37 50 37 I 50 IPGT-Window: Single or Double Hung; FrM
0
$177.00 I
2 WIN/ !Window: Single 53 .48 53 48 1PGT-Window: Single or Double Hung; FrM
0
$644.00
2.1 (WIN/ Radius Top Wind 53 16 I 53 11 6 — PGT-Radius Top Window; FrMat: Alum -AR
�._..l.._..._..._._.______
0
$356.00
.............
Total Sq/Ft 0 SubTotal
__
$1,177.00
- - - - - --- — - -- -----....... -_
Custom Features
Qty Description
1
Misc-Permit
1
WIN/DR-Mullions (each)
1
WIN/DR-Install Replace Window (Impact or Reg) (2-Pane)
1
WIN/DR-Install Replace Window (Impact or Reg) (1-Pane)
_ _. _ _ _ . _.__.......
Total Bid Amount 1 $2,297.00
3001 S.E. GRAN PARK WAY . STUART, FL 34997 • Phone: 772-287-6476 " Fax: 772-287-9740 " e-mail: info@gulfshutters.com
M IAMI•DiADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
-DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY. 11805 SW, 26 Street, Room 208
AFFAIRS (PERA) • Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) „w,v.mismidade gov/pem/
PGT Industries
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 PERA -
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. PERA
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: Series " SH=2D0"'"Aluminum Siingle IungWindaw —> .I1
APPROVAL DOCUMENT: Drawing No. AID-SH2O0-01, -titled "Single Hung Window Installation"
sheets 1 through 8 of 8, dated 05/1 l /11 withrevision A dated 10/10/11, 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: None
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 ifthere 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-atiy 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 # 11-0614.01 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
CMIAMMIAMADMECOUNWMTY NOA No.11-1013.12
r Expiration Date: September 01, 2016
Approval Date: December 08, 2011
Page 1
A. DRAWINGS
1. .Manufacturer's die drawings and sections.
2.. Drawing No, MD-SH2O041, titled "Single Hung Window Installation" Sheets 1
through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of series SH-200 aluminum
single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D,
Brinson, P.E.
(Submitted under previous NOA #I1-0614.01)
C. CALCULATIONS:
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, dated 06/08/11 and updated on 10/07/11, prepared, signed and sealed
by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11,
signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony
Lynn Miller, P.E.•
3. Proposal No.104066 issued by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E.
G. OTHERS
1. Notice of Acceptance No.11-0614.01, issued to PGT Industries for their Series "SH-
200" Aluminum Single Hung Window — N.I., approved on 09/01/ d expiring on
09101116.
Man erez, P.E.
Product Cont Examfner
NOA No. 114013.12
Expiration Date: September 01, 2016
E-1 Approval Date: December 08, 2011
GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COD CONCRETE
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & S.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE S. SHEET 4. ALL WOOD BUCKS LESS THAN
1-1/2"THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS
OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & S. NARROW JOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE- THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NON A_ NSVAF&PA NDS-2005
FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM DESIGN MANUAL
10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
4001 SERIES (FIN FRAME).
WINDOWS ES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3.
WIDTH •-� �- WIDTH •-►I
HEIGHT HEIGHT
EOUALUTE PROVIEW10RIEL ARCHMP PROVIEW/CRIEL RADIUSTOPEGUALUTE
63-1/8"' TIP -TO -TIP WIDTH
52-1/8" BUCK WIDTH
NO ANCHORS 49.118"
REQUIRED IN VISIBLE LIGHTFLANGE 9" MAX
FRAME HEAD B
A I
B' MAX. FROM --� 35-1/2°
CENTER OF VISIBLE
MEETING 21" LIGHT
RAIL I / MAX O.C. 78'
TIP -TO
TIP
-- 77° HEIGHT
A BUCK
8" MAX FROM / HEIGHT
CENTER OF /
MEETING /
RAIL MAX.. O.C.
. Al
9" '-`�B NO ANCHORS REQUIRED
MA
X• IN FLANGE FRAME SILL
TYP. FLANGE FRAME ELEVATION
(TESTED UNIT)
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 2 & 3
NOT RATED FOR
IMPACT RESISTANCE
utlllfllff
� l
i .
.�`Z`�• JCENSE .''•�
is ((o.58T05
,,��� C u-
STAT OF
%0,<•'•.• pLORIOP,•'•G.1 1070 TECHNOLOGY DRIVE
C1 N. VENICE. FL 34275
;S&IONA�- - 11 P.O. BOX 1529
//ffltl 1110111
it L` NOKOMIS; FL 34274
A. LYNN MILLER, P.E.
P.E.068705 CERT. OF AUTH. 029296
W MAX.
6' MAX. O.C.
77°
BUCK
HEIGHT
—L
3" MAX
6" MAX O.C. ,
TYP. INTEGRAL FIN FRAME ELEVATION
(TESTED UNIT)
GENERAL NOTES.._......_._...._._ 1
ELEVATIONS .........................._._ 1
DESIGN PRESSURES ............ & 3
INSTALLATION, FLANGE....._..., 4
INSTALLATION, INTEGRAL FIN_ 5
ANCHOR QUANTITIES.................6
GLAZING DETAILS ....................... 7
CORNER ASSEMBLY_ ................. 7
EXTRUSION PROFILES................8
PARTS LIST ................. _....... ........ 8
raeo oy: UOM- Revlefon:
JJ 10/10/11 12010 FBC
PRODUCtREVISED
acwmplyitlgwiOTthaFIOtIQo •
Building Code - -
Aaeeptal" 1- D13.
Enpilnt(gn Data - IG,
By
�iNlcni DEdeProduct n
D"Cffp6om Drawn W.
GENERAL NOTES & ELEVATION J ROSOWSKI
NGLE HUNG WINDOW INSTALLATION 05/11/11
ieo/Modoh Seal.: I Sheet: I 0 awing Me, Mw
SH-200 NTS 1 OF 8 MD-SH2O0-01 A
TABLE 1:
Maximum
Window Sash Helghtz
Height' (see Figure A.
this sheet)
Design Pressure (lbs/ft2) for Glass Type A. Fin & Flange Frame.
Maximum Window Width'
33° 37" 41" 45" 49'I 53-1/B"
under 18-9116"
+55.0
-90.0
1 +55.0
-90.0
+55.0
-76.2
+65.0
3T'
18 9/18" (Equal Lite)
+55.0
-90.0
+55.0
-90.0
+55.0
-84.2
+55.0
otter 18.9/16"
under 15-7/8"
+55.0
+65.0
-90.0
+55.0
+55.0
-90.0
-87.1
+55.0
+55.0
-75.2
-73.4
+55.01
+55.01
38.318"
15-7/8" thru 19-3/18" s
+55.0
790.0
'155.0
-90.0
+55.0
-78.7
+55.0
19-1/4" (Equal Llte)
+55.0
-90.0
+55.0
, -90.0
+55.0
-82.7
+65.0 ,
over 19-1/4"
+55.0
-90:0
+55.0
-87.1
+55.01
-73.4
+55.0
under 18.9/16"
+55.0
-81.5
+55.0
-72.3
+55.0
-61.3
+55.0
46„
18-9/18" thru (Equal
22-9/16' (Equal Llte)
Ut"
+55.0
+55.0
-90.0
-90.0
+55.01
+55.0
-87.9
-90.0
+55.01
+55.0
-74.0
-78.8
+55.0 ,
o'er22-9/16"
+55.0
-81.5
+55.0I
.72.3
+55.0
-61.3
+55.0
49"
under 204/8"
20-1/8" thru 24-1/2" 3
+55.0
+55.0
f -71.6
90.0
+55.0
+55.0
I -62.8
82.5
+55.0
+55.0
f -55.4
•69.5
+50.31
+55.01
24-9116" (Equal Lite)
+55.0
-90.0
+56.0
-90.0
+55.0
-76.4
+55.0 r
over24-9/16"
+56.0�
-71.6
+55.0
-62.8
+55.0
-55.4
+50.3
under20.13l16"
+55.0
-67.8
+55.0
-59.9
+53.3
-53.3
+48.5'
505/8°
20-13116" thru 24-11/i6" 3
+65.01
89.6
+55.0'j
80.3
+55.0
87.7
+55.0
24�/4" (Equal Llte)
+55.01
-90.0
+55.0
I -90.0
+55.0
-75.4
+55.0
over 24-3/4"
+55.0 ,
-87.8
+55.0
-59.9
+53.3
63.3
+48-5
under 24-15/16"
+55.0
-56.0
+43.8
-43.8
+41.9
-41.9
61"
24-15116" thru 30-5/8" 3
+55.01
-75.0
+55.0
-W.0
+55.01
-67.4
+51.8
30-9116" (Equal Lite)
+55.0
-87.9
+55.0
.75.8
+55.0
-66.6
+55.01
over 30-9/16,
under 25 3/4"
+55.0
+64.7
-87.8
54.7
+55.0
+41.2
-59.9
41.2
+53.3
.53.3
+48.5
63"
25.9/4" thru 31-5/8"3
+55.0
.72.05.063.2.0+60.531-9116"
E+40.3,+37.8
(Equal Lite)
+55.0
-83.9
+55.01
-71.7
+55.01+55.0
over 31-9/16"
+55.01
.67.8
+55.01
-59.9
+53.3
-53.3
+48.51 -
under 29 3/4"
+53.3
-53.3
+39.7
-39.7
+39.1 ,
-39.1
+38.7 -
73„
29.3/4" thru 365/8" 3
+55.0
-61.0
+52.0 ,
.52.0
+48.2
-08.2
+44.0
38-9/16" (Equal Llte)
+55.0
-68.3
+55.0 i
56.3
+52.1 1
-52.1
+51.5 1 -
Over 36-9/1a'
+55.0
-67.8
+55.0
-56.3
+52.1
.52.1
+48.5 -
Under 31-3/4"
+53.3
-53.3
+39.7
-39.7
+39.1,
-39.1
+36.7 ,
78
31 314" thru 39" 3
+55.0,
-58.3
+48.0
-48.0
+45.2
-45.2
+41.2
39-1116" (Equal Llts) +55.0 82.5 +50.8 -50.8 +q6.3 48.3 +45.2'
Tip -to -tip dimensions for flange windows shown. For fin windows or buck dimensions, subtract 1".
Overall sash height. For clear daylight height, subtract 3-9/161.
Size range Includes the standard Pro -View (3-over--2 configurallon) for the given Window Height.
or overall sash width, subtract 2-15/16" from the buck dimension.
TABLE 2:
Monolithic Glass Types
A
1/8" Annealed
B
118" Tempered
C
3/16" Annealed
D
3/116" Tempered
E
1/4" Annealed
F
1/4" Tempered
m complying odth the Plodda .
BuildutS Code
Acceptance No
rmtion fMto Or(o
B
'I_ade Produet Co
• Y `- Q
T
TABLE 3:
O o 0
:r 6
Z N
pE p .•t
Q)
Z l - oD
Q fn LL
FIGURE A: SASH its Q -.
CROSS SECTION 0
GLASS) MONOLITHIC . Z L!J Q
a ZD7
�Z
C LLI Z
II a = O
I Z Jit
_
VISIBLE LIGHT �� SASH v co Ve OD
HEIGHT HEIGHT " i HEIGHT W
'�
SASH HEIT - 3.9116 II
® � n
ORR N
I =LJ
- � U
i
NOTES `��, •' • ..• � •.•' 2V,
1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 118' ,•' o s'•' Qua
ANNEALED GLASS (TYPE A). _ , ,„ �C CO.O �';
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH >- W o 4 • g
OR HEIGHT DIMENSION SHOWN ON THE TABLE. = ��, j 7- ////1r,,,,. uvv\\
Insulated Glass Types
G
I 1/8" Annealed, 114" Airspace, 1/8" Annealed
H
3l16" Annealed, 3/16"Airspace, 1/8 Annealed
I
1/8" Tempered, 1/4" Airspace, 1/8" Tempered
J
3/16 Tempered, 3116" Airspace, 118" Tempered
INSTALLATION DETAILS FOR FLANGE FRAMES
INSTALLATION
AL ADDON 13
OPTION 1
FLANGE
FLANGE @HEAD,
SILL 8 JAMBS
CURVED HEADER
INSTALLATION INTO WOOD
2X, SEE NOTE 2, THIS SHEET.
1 A65'
VISIBLE
LIGHT
HEIGHT
F�
BUCK EXTERIOR
HEIGHT
I a
EMBEDMENT
Et/4" MAX
1/ '
SHIM
MAX
TYP. ANCHOR TYPE,
SHIM
EMBEDMENTAND
I
EDGE DISTANCE
` 1
SEEEHiTABL55, s
INSTALLATION
SHEET.
OPTION 1
STRAIGHT HEADER
INSTALLATION ONTO
WOOD 2X. NO ANCHORS
/ ..
REQUIRED AT HEADER.
EMBEDMENT
EDGE
DISTANCE
4.
TYP. ANCHOR
TYPE,
EMBEDMENT
AND EDGE
DISTANCE PER
SUBSTRATE,
SEE TABLE 5,
THIS SHEET.
INSTALLATION
OPTION 2
INSTALLATION
ANCHORS DIRECTLY
INTO MASONRY.
#12 STEEL
SELF -DRILLING
SKIS (GS), SEE
7f4" MAX, SHIM
BDS
TABLE THIS
SHEET
USE EITHER
LATCH (# 29) OR
INSTALLATION
BOTTOM LOCK
OPTION 4
(#11).TESTED
UNIT LOCATION:
INSTALLATION
6518' FROM ANCHORS
J_ ! VENT END. DIRECTLY INTO
I 64 METAL.
VISIBLE 7 3
LIGHT
HEIGHT II II 34 DADE APPROVED MULLION,
I ALUMINUM, STEEL FRAMING OR EXTERIOR
I I 11 STEEL STUD. SEE SUBSTRATE
TdRI F r.-
CONCRETE/CMU CONCRETE/CMU
PER ANCHOR - PERANCHOR 'P
REQUIREMENT REQUIREMENT TYP. ANC HOR
3 TYPE,
1/4'MAX 41 EMBEDMENTAND
SHIM 27 EDGE DISTANCE
12 61 10 - PER SUBSTRATE,
'�, SEE TABLE 5,
THIS SHEET.
36 - EMBEDMENT
_ EDGE
24 DISTANCE
43 64 EXTERIOR INSTALLATION _
OPTION 3
VISIBLE LIGHT WIDTH INSTALLATION ANCH
BUCK WIDTH THROUGH 1XBUCKS,'
TIP -TO -TIP WIDTH INTO MASONRY.- -
HORIZONTAL SECTION A -A
Anchor
Group
Anchor
Su65trate
Min. Edga
Dn. Ede
Mln.
Embedment
A
1/4" A0 SS CreteFlex
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
B
912 Steel SMS
Screw (GS)
P.T. Southern Pine (SG = .55)
9/18'•
1318"
Aluminum, 6063-75 min.
31W
1/6"•
steel Stud, Gr. 33 min.
3/5"
0.0348 (20 Gar
A35 Steel
3/8"
1/8"•.
1/4" 410 SS CreteFlex
P.T. Southem Plne (SG = .55)
Concrete (min. 3.35 ksi)
Ungmuted CMU, (ASTM C-90)
13/4"
1-1/4"
C
' MIMIMUM
1W Steel Uitracon
P.T. Southern Pine (SG = .5
1"
1-3/8"
Concrete (min. 27 kel)
Ungrouted CMU, (ASTM C-90)
1"
I PROPERTIES, TABLE S. THIS SHEET. OF 3 THREADS BEYOND THEM SUBSTRATE.
NOTES
43 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION
31 40 '
2,254" SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW.
2X WOOD 2) MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLES, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2"THICKARETO BE CONSIDERED 1X INSTALLATIONS.
BUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 142" THICK OR GREATER. IX AND 2X BUCKS
SEE NOTE 2 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE ---
EGRESS FORMULAS
(EQUAL-LITE).
WIDTH: TIP -TO -TIP WIDTH.4'
HEIGHT: TIP -TO TIP WIDTHf2-6.5116"
VISIBLE LIGHT FORMULAS
(EQUAL-LITE)
WIDTH (SASH): TIP -TO -TIP WIDTH - 6.1116•
WIDTH (FIXED): TIP -TO -TIP WIDTH.'4-
HEIGHT: (TIP -TO -TIP HEIGHT- 7.1/16j2
CTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE PRODUCT REViSF.D
THIS SHEET. ENGINEER OR ARCHITECT OF RECORD. ns PRODUCT
REV tlroFTaftdu „,
1 t l l l l 111 f BuildBlg Code
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO ` / Aeeeptanea No I I-It7/ .'12
REFERRED TO AS DAYLIGHT OPENING) IS ``�� ONY LYNN ,y�� /// Revised W. Dote: Revision. -
MEASURED Er: irnlign Date (o
FROM BEADING TO BEADING. ���;••L�CENSg'!(' "' .1J 10/10/11 NO CHANGE By
1/4"MAX SHIM ?:'
*•;' Revfsed 8y: Dote: Revlslon: Miami adc Product F
NO ANCHORS " • _ No. 58705 -
REQUIRED IN
•�°'% _ CONCRETE PER — - '
FLANGE ' .a. • . ANCHOR - _
FRAME SILL •�'• ,•y •• • REQUIREMENT �` ® DesedpRon: - Dmwn
=� : ' 10 11 FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
4 : �� ' • °CORIOP.• ' ��� 1070 TECHNOLOGY DRIVE Tltie: Date
�''r`S�ON1A� E�G�N.
P.0,1 BOX 1529275 SINGLE HUNG WINDOW INSTALLATION _ 05/11/11
VERTICAL SECTION B-B `` NOKOMIS: FL 34274 sedeelMoaer. Seale: Sheet: D.owlp No. Rev
A LYNN MILLER, P.E.
.. P.EIASB705 CERT. OF AUTH. #29298 SH-200 NTS 4 OF 8 MD-SH900-01 A
I
INSTALLATION DETAILS FOR FIN FRAMES EDGE
EDGE DISTANCE EDGE DISTANCE -
EDGEDCTANCEHOR PERSBSTRATEEDMENT AND 1/4"MAXSHIM —►{ EDGE'
DISTANCE I DISTANCE
EDGE DISTANCE PER SUBSTRATE, SEE 1/4' MAX SHIM - TYP- ANCHOR TYPE,
TABLE 6, THIS MEET EMBEDMENT AND EDGE 2X WOOD,SEE
INSTALLATION IJWOOD, SEE NOTE 2, THIS SHEET 2X WOOD, DISTANCE PER SUBSTRATE, D NOTE 2, THIS
OPTION 5
1� — EMBEDMENT EMBEDMENT - SEE NOTE 2, SEE TABLE 6, THIS SHEET. - SHEET
THIS SHEET •
CURVED HEADER 2X WOOD, HORIZONTAL SECTION C-C - -
INSTALLATION EDGE EDGE 8 '
DISTANCE DISTANCE SEE NOTE $ '
ANCHOR (SCREW) THIS SHEET 26 41 27
THROUGH THE FIN EDGE I EDGE 12 61 10 .EMBEDMENT
DISTANCE y DISTANCE
1 EMBEDMENT -- - -
1/4' MAX SHI]7 1/4" MAX SHIM
6 TYP. ANCHOR TYPE, 3B
EMBEDMENTAND -
1.465" EDGE DISTANCE 4 TYP. ANCHOR TYPE, -
1 PER SUBSTRATE, - i EMBEDMENT AND EDGE -- _
..1L— SEE TABLE 6. THIS DISTANCE PER SUBSTRATE, INSTALLATION
SHEET. SEE TABLE 6, THIS SHEET.
INSTALLATION 24 OPTION 6
VISIBLE 36 INSTALLATION OPTION 5 32 B4 . " INSTALLATION ANCHOR /
LIGHT OPTION E INSTALLATION 43 - . EXTERIOR' - (HAIL) THROUGH THE FIN ..
HEIGHT 61 30 STRAIGHT HEADER ANCHOR (SCREW) VISIBLE LIGHT WIDTH '
INSTALLATION ANCHOR THROUGH THE FIN � . w
29 (SCREW)THROUGH THE FIN BUCK WIDTH 'EGRESS FORMULAS '
(EQUAL -LIT
41 MULLION SECTION WIDTH: BUCK WIDTH 3
HEIGHT: BUCK HEIGHT/2 5-13116'
DADE APPROVED MULLION, MAY BE
EXTERIOR INSTALLATION VERTICAL OR HORIZONTAL. MAX SEE SUBSTRATE
2.VISIBLE LIGHT FORMULAS T51- a 1W SHI
OPTION 7 M. -
USE EITHER PROPERTIES, TABLE 6, THIS SHEET. (EQUAL-LITE) '
BUCK LATCH (# 29) OR INSTALLATION WIDTH (SASH): BUCK WIDTH -4-1/16"
HEIGHT 32 BOTTOM LOCK ANCHOR (SCREW) U4' MAX. SHIM - WIDTH (FIXED): BUCK WIDTH-. 3
U
35 (#11).TESTED THROUGH THE FFINEXTERIOR 6 -
NIT LOCATION: _ HEIGHT: (BUCK HEIGHT 8.1/18'/2
!� S-SVFROM -- 15 WITH FIN
1 64 VENT END. #1D STEEL REMOVED
SELF-DRILUNG TABLE 6• -
\nclQl C -
TYP. ANCHOR TYPE,
EMBEDMENTANDEDGE
DISTANCE PER SUBSTRATE, -
SEE TABLE S. THIS SHEET,
INSTALLATION
OPTION 6
INSTALLATION ANCHOR
(NAIL) THROUGH THE FIN
7 SMS (G5)
' 34
h ( 11 e
I EXTERIOR '
V
20 ALUMINUM/STEEL FRAMING OR STEEL
STUD. SEE SUBSTRATE PROPERTIES,
5
NOTES' TABLE 6, THIS SHEET.
. .
Anchor
Substrate .
Min.. Edge
Distance
. Min.
Embedment
2-1l2" x .113" Box Nall
P.T. Southem Pine (SG = .55)
V2"
2-7/16"-
2-1/2" x .131" Common Nall
P.T. Southem Pine (SO = .55)
BMW
2-7116'
2-1/2" x .146" Roofing Nall
P.T Southem Pine (SG = .55)
9/16"
2-7/1W
#10 Steel SMS Screw (G5)
P.T. Southem Pine (SG = .55)
3/4"
1.3/W
Aluminum, 606345.min.
3/8"
1/8"
Steel Stud, Or. 33 min.
3/8"
0.036
A36 Steel
31V
1/8"
1) USE ONLY SUBSTRATE IMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.. w P,Y g Wpm um
va" MAx SHIM 11 u I I I / nutlding Code 013.l2 -
APPROPRIATEANCHORSLISTED 1-Y N �� Revisedcepttmw No
ON TABLE 8 OF THIS SHEET. �� Nj tit/ �i Sr.BY: Dote: Revision:
_ FOLLOW EMBEDMENT AND EDGE ;.`a�••�CENS ��Fq''� , JJ 1.0/70/11 NO CHANGE IrelignDate
EDGE DISTANCE UMITS:ANY RSHssd - Mvlslon: Mlamt adePmdvelO�n
~ D�NCE INSTALLATION OPTION SHOWN 705 •' * Dy: Dote: BY
*' No.5B
Q - MAY BE USED ON ANY SIDE OF THE — -
EDGE WINDOW.
DISTANCE -O ; (,r, * _ ® Descrtp6on: Dmpn SY' -
2)2XWOOD FRAMING ORBUCK ; p •,, c� T (I:` 4 - FIN FRAME INSTALLATION DETAILS - J ROSOWSKI
— EMBEDMENT _ 1.1/YTHICKORGREATER. O STATE -
3 � '• ,FCORIDP.•' �?: t N�10E, TECHNOLOGY DRIVE ARo:
2xWOOD. SEE NOTE 2THIS SHFJ T )VISIBLELIGHTWIDTHORHEIGHT %,SS," ����� P.O. Box tsz9 SINGLE. HUNG WINDOW INSTALLATION 05/11/11
(ALSO REFERRED TO AS DAYLIGHT �irt��NA��\\\\ NOKOMIS, FL 529
OPENING) IS MEASURED FROM Se�feo/Nodel: Se01e: Sheet• - DrMwing No.
RTICAL SECTION D-D BEADING TO BEADING. "'L'P'E,ese oe I.E.
CERT. OF AUTH. #29296 SH-200 NTS 5 OF 8 MD-SH2O0-01.. A '
aV- t-;UK Vth
FRAME
ASSEMBLY
1" WEEP
NOTCH
EACH END
60 61 MITER!
en
WELDSAT
SCREW BOSSES
ASSEMBLY DETAILS FOR
FLANGE FRAME CORNERS
1B'ANNEALED OR
TEMPERED GLASS
3/8' NOM.
GLASS BITE
1/8" GLAZING DETAIL
GLASS TYPES A & B
TEE ANNEALED OR
TEMPERED GLASS
3/B" NOM.
GLASS BITE
ANGLED/CURVED
FRAME
ASSEMBLY
1• WEEP
NOTCH @
EACH END
1W ANNEALED OR
TEMPERED GLASS
31V NOM.
GLASS BITE
PRODUCT REVISED - - -
0 wmptying with the Fluddn
B.H nt-Oude - - •l4.
ANGLED/CURVED AGeCp1B1=No I(o
' ExPimtt°n"pata
FRAME
90° CORNER ASSEMBLY Miami"a-de-dud
FRAME
ASSEMBLY
GI-� Y a
(� — \GN t!�
Q
o
0
J Z N
8 60 51 Q O ;g Z-
W aa
W J ,, i
6 Z (1)
LL
61 FLANGE FRAME _ Z .0
MREWITHTH FRAME
FRAME SHOWN, FIN
." .ge V & "ea .,_�. A In
WELDSAT •�} Z }• O _
SCREW BOSSES . • & K m Z (n
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR Lu Z
FIN FRAME CORNERS FRAME TO MEETING RAIL c co
Q o
3/16" GLAZING DETAIL 1/4" GLAZING DETAIL
GLASS TYPES C & D GLASS TYPES E & F
WY o
LL1 N .
• Z
1.5
t•�� O u Z
1/Y NOM.
1/2" NOM. -
-
GLASS STACK GLASS STACK �..
1/4•AIRSPACE 3116"AIRSPACE ® �n It °f
1/8'ANNEALEDOR 311WANNEALEDOR ca a
TEMPERED GLASS 1/8"ANNEALED OR TEMPERED GLASS 1/8"ANNEALED OR
TEMPERED GLASS II TEMPERED GLASS X 4�
10
43 43 ea Zog
I � 4
3/8" NOM. ! I - 3/8" NOM. I o c
GLASS BITE I GLASS BITE I _
o=
36 36
83 32
1/2" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL { N 3 Y 4i ���
GLASS TYPES G & 1 GLASS TYPES H & J — Z ' 2 'r' : (� g
y "
-
0+
Item
#
PGT
Dwg. #
PGT Part#
Description
1
2703E
62703EW
ge Frame Head
2
2751B
62751BW
ge Frame Sill
3
2781
62781 W
ge Frame Jamb
4
2713
62713BW
ral Fin Frame Head
[Integral
5
2714E
62714EW
ral Fin Frame Sill
6
2782
62782W
Fin Frame Jamb
7
2706
62706DW
Sash Bottom Rail
8
2707
62707CW
Sash Top Rail
9
2739
62739W
Fixed Meeting Rail
10
2709
62709CW
Sash Side Rail
11
27408
742740AW
Sash Bottom Lock
12
2785
62785W
Sash Stop
13
134
66615
Addon Flange
20
1228
61228DW
Vinyl Bulb, Flex PVC 70
21
1662C
71662CW
Head/Sill Gasket, Polyethelyne
22
1270
7PAD118
Open Cell Foam Pad
23
2772
72772SHK
Fixed Meeting Rail Plug Gasket, Rigid PVC
24
4056
64066G
Wstp.,187 X.230 Fin Seal
25
2784
72784W
Sash Side Rail Gasket, Polyethelyne
26
1078
7121UM
Balance Takeout Clip
. "27
Varies per Size
Balance
28
2711
42800W
Sash Cam, Nylon
'29
1096
71096W
Sweep Latch, Zinc
30
1016
7858WW
#8 X.625 Ph. F. SMS Latch Screws
31
1267
71267N
Setting Block 1/8" x 1/2" x 1", EPDM
32
6DURAK316
Durasew - 3116"
33
6OURAK14
Duraseal -1/4"
34
Sash Bottom Lock Spring
35
Screen Cloth, Fiberglass
36
Dow Coming 899 Silicone Glazing Sealant
40
1625
61625E
Glass Bead (118" Glass)
41
2719
62719B
Glass Bead (3/16" Glass)
42
1263
61263E
Glass Bead (1/4" Glass)
43
1253
6VT48B
Glass Bead (L13.)
5o
781PQA
#8 X1" QUAD Pn SMS
51
781 PSTX
#8 X 1" Sq. Pn Twin Fast SMS - 410 S.S.
52
1184
781LHPQA
#8-15 x 1 LH Twinfast Screw Zinc
53
1186
781 LHPQX
#8-15 x 1 LH Twinfast Screw Zinc (S.S.)
54
78XIPFTFUA 1#8
XV Ph FI u/cut SMS
55
78X1 FPAX 1#8
X 1" Ph FI - Stainless Steel
60
118" Annealed or Tempered Glass
61
3/16" Annealed or Tempered Glass
62
1/4" Annealed or Tempered Glass
63
1/8"-1/4" Air -1/8" An. or Temp. I.G.
1/8% 3/16" Air - 3/16" An. or Temp. I.G.
�- 2.OD0"
.062' .500,
.869•
.062" .062" A
1 FLANGE FRAME HEAD
6063-T8 ALUMINUM
2.056• 3.225•
.05U'
1.121
2.056'
OINTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
--III- .062-
1.582•
.062"
-�-� tolo•
OFIXED MEETING RAIL
6063-T6 ALUMINUM
�-t
2.60D'
.500'
-1-- .050'
Ti 2.056'
OFLANGE FRAME SILL
6063-TB ALUMINUM
1
1.125' •� .050"
.062"
2.000" f
.050' 1
975'
.082'
.050-
OINTEGRAL FIN FRAME JAMB
6063-T6 ALUMINUM
.o6z•
1,187"
.oso•
- ►I .926" F
10 SASH SIDE RAIL
6063-T8 ALUMINUM
\11111111
v(N...A41iC�CR'ii�i
`* NJo.56705
it
��0'•• .., FLORIOP•'C1C0:
IONOi
��/fllI1tl\\\
A. LYNN MILLER, P.E.
REJI 68705
1
.238" .050"
.082'
2.000' 1
soo• �- T1j
.08, J
.050".
3 FLANGE FRAME JAMB
6063-TO ALUMINUM
F1.807"
1.229'
.082"
�{ 062-
926'
OSASH BOTTOM RAIL
6063-T6 ALUMINUM
-y .ess•
874"
.062° -�
11 SASH BOTTOM LOCK RAIL
6063-TO ALUMINUM
RevT"sled
® De�u1v
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.O. BOX 1529
NOKOMIS: FL 34274
CERT. OF AUTH. g29296
P
2.000'
.962" F
1.125'
.oso"
-'� . .062'
869"
.082" .0w 11
.062, -►�
OINTEGRAL FIN FRAME HEAD
6063-T5 ALUMINUM
oso^
1.898^ .
.062°
.050,ADDON T
13 GE
�T6�N NNUM
J300• H- .
OSASH TOP RAIL
6063-T6 ALUMINUM
.039• .826'
1.157•
8SASH STOP
12 6083-TSALUNNUM
10/10/11 1 NO CHANGE
& PART DETAILS
PRODUCI'REVISED
as complying with the Florida
Building Code '
Acceptance No / 0/3.
Exphatian Date/6
B
Mints adeProduct
J ROSOWSKI
HUNG WINDOW INSTALLATION 05/11/11,
Seale: Shut: - Orowlnp No. Rar.
00 NTS 8 OF 8 MD-SH2O0-01. I A
PGTIndustries
1070 Technology Drive
Nokomis,.F134275
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 PERA—
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. PERA
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: Series"PV_7ff'_' Aluminum Fixed Window L.M.I.
APPROVAL DOCUMENT: Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets I
through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, 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 No. 10-0504.05.and consists of this page 1, evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
MIAMI•DADE CQUNTY NOA No.11-1110.15
►(.cA/1 Expiration Date, February 19, 2014
Approval Date: February 02, 2012
`_I Z Page 1
A. DRA_ WINGS .
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 03-1105. 01)
2. Drawing No. 42594 titled "Aluminum'Picture Window, Impact", sheets 1 through 8. of
8; prepared by manufacturer, dated 07/14/03 with revision "D". dated 10/18/11, signed
and sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. 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
along with marked -up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and
FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E.
(Submitted under previous NOA No. 03-=1105.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, dated 08/19/16 complying with
FBC-2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E.
(Submitted under previous NOA N& 10-0504 05)
2. Glazing complies with ASTM E1300-02/ 04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.114325.05 issued to Solutia, Inc. for -their "Saflex -Clear or
colored Interlayer" dated 04/21/11, expiring on 04/21/16,
2. Notice of Acceptance No. 11-0624.01 issued to E. I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 69/08/11, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009
supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller,
P. E.
2: Statement letter of no financial interest and independence, dated 10/29/11., signed and
sealed by Anthony Lynn Miller, P. E.
�Jai�meD.G�ascon,� P. E.
Product Control Section Supervisor
NOA No.11-1110.15
Expiration Date: February 19, 2014
E-1 Approval Date: February 02, 2012
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
3. Letter of Adoption of as his, Own,. the, Work of, another Engineer, per Section
61G15-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn
,..Miller, P. E.
(Submitted under previous NOA No.10-0504.08)
4. Statement. letter of conformance and compliance with the Florida Building Code, dated
08/19/10 signed and sealed by Anthony Lynn Miller, P. E.
(Submitted under previous NOA No.10-0504.08)
5. Statement letter 'of no financial interest and 'independence, dated 08/19/10 signed and
sealed by Anthony Lynn Miller, P. E.
(Submitted under previous NOA No.10-0504.08)
.6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTIr3850, issued
by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C.
Chan, P. E.
(Submitted under previous NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 10-0504.05, issued to PGT Industries for their Series "PW-
701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14.
Jaime D. Gascon, . E.
Product Control Section Supervisor
NOA No.11-1110.15
Expiration Date: ]February 19, 2014
Approval Date: February 02, 2012
E-2
NOTES: SERIES 701 ALUMINUM FIXED WINDOW
1. DIRECTIONS FOR USE:
A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE
FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS
TYPE).
B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED
TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR
WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES.
SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET.
C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT,
REFERENCING NOTES FROM SHEETS 6 & 7.
2. DESIGN PRESSURE RATINGS:. NEGATIVE DESIGN LOADS BASED
ON TESTED PRESSURE AND ASTM E1300-02, 3-SECOND GUST.
POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND
ASTM E1300-02, 3-SECOND GUST.
3. ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN
USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING
BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD
DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY.
4. SHUTTER REQUIREMENT• MMIE R Q IRED
S. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN
PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH
MIN. KSI PER ANCHOR TYPE, SEE SHEET 7.
6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850, NOA-.
07-0425.01 (ULTRACON), 03-0225.05 (CRETE-FLEX),
ANSI/AF&?A NDS-2005 FOR WOOD CONSTRUCTION, ADM-2005
ALUMINUM DESIGN MANUAL.
7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS
-
CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY
OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS
IMPOSED ON THEM BY THE WINDOW.
9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF
THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED.
ADHESNE SEALANT SHA
44-1/4"
VISIBLE LIGHT
6" �12-7/8"
MAX. g MAX. O.C.
A I — A
92-1/4"
VISIBLE
\ LIGHT
\\ 96"
12-7/8" I FLANGE
MAX. TO
FLANGE
•
• 1 ,
6" 48' FLANGE
MAX. TO FLANGE
TYP. FLANGED FRAME ELEVATION
(TESTED UNIT)
45-1/4"
VISIBLE LIGHT
2" MAX.
5" MAX.
O.C. D
C
C
9B 1/4"
1
FlN TO
1
FIN
5"
D.C.
\
93-1 /4"
\
VISIBLE
96„
UGHT
NOA DRAWING TABLE OF CONTENTS
GENERAL NOTES........................I
ELEVATIONS, FLANGED...............1
ELEVATIONS, INTEGRAL FIN....... 1
GLAZING DETAILS ........................2.
DESIGN PRESSURES, FLANGED. 2
DESIGN PRESSURES, FINNED..., 2
INSTALLATION, INTEGRAL FIN,....3
CORNER ASS'Y, INTEGRAL FIN..3
INSTALLATION, FLANGED.............4
CORNER ASS'Y, FLANGED......... 4
INSTALLATION, MISC ................... 5
ANCHORAGE .......................:..i.... 6,7
EXTRUSION PROFILES................8
PARTS LIST................................8 -
2" MAX. 46"
50 1/4"
FlN TO FIN
TYP. INTEGRAL FIN FRAME ELEVATION
(TESTED UNIT
LL BE USED BETWEEN SUBSTRATE AND OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY
FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES
OTH WATER RESISTANCE OF INSTALLATION SHALL DE DONE BY
OTHERS. FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2.
1 f�— WIDTH WIDTH
WIDTH
~—
= WIDTH
-►I WIDTH If --•I WIDTH h- _ _
T
L
T
_ T I WIDTH —�{ fF WIDTH -�{ F- I-.- WIDTH -►{ IT � WIDTH ►{ I--WIDTH-I
�, r T T T
F-
C9 w w
L t,63
i 1 1 L- J i
i
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D 2010 FBC UPDATE w,mpuaz
e• aa.t.ionz E E RED D ORG IZAT ON 1070 TECHNOLOGY DRIVE ELEVATIONS AND NOTES
R. 3 37 70 C INFORMATION FOR LARGER WINDOWS. N. VENICE. FL 34275 rN.:
an,: c G. TE 2 '70 REF. AS IJUU-02 AND REVISE ALUMINUM PICTURE WINDOW, IMPACT
K. 4 4 07 e c ANCHORAGE NOTE 3. BOX 1529
Date: P.O.NOKOMIS. FL 34274 ® s.rr„ /uaeu: saab: sn,u:
?K 07/f4/03 c PW-70f NTS 7 m 8 o,�vNa4259-0 R
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Fin and
Flanged
Windows
Maximum Design
pressure(+/.psi I
7/16LMI:3/I64-.09OPV8.3/1GNS
7/16L-IIG:3/16RMP-7/16AIR-3/16A-.090PVB.3/l6H5
"A° or "B" Dimension
(In)
24
1 30
1 36
42
1 48
54
60
e7.876
36
80.0
80.0
80.0
80.0'
86.0
80.0
80.0
80.0
48
80.0
80.0
80.0
B0.0
80.0
80.0
80.0
60.0
60
80.0
80.0
80.0
80.0
80.0
71.1
71.1
64.0
67.875
80.0
80.0
80.0
80.0
80.0
71.1
64.0
62.1
72
80.0
80.0
86.0
80.0
79.3,
71.1
64.0
76.8
80.0
80.0
80.0
80.0
75.0
70.0
64.0
a
84
60.0
80.0
8D.0
74.3
68.3
63.6
85.3
c 80.0
80.0
80.0
73.6.
67.4
62.5
m
96
80.0
80.0
77.2
64.7
58.2
109.7
80.0
80.0
72.3
58.3
120
80.0
80.0
70.4
128
80.0
80.0
70.0
145 1
80.0
80.0
-Fin and
Flanged
Windows
examum Design
essure(+/-ps})
[;24r7--,35-7
7/16 L.@m1:3/16HS•.090PVa-3Affis
7/1613m116:3/16W-7/16NR-3/16H5-.090PVB•3A616
"A" or "B" Dimension
(In)
36
42
48
64
60
67.876
36
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
48
80.0
80.0
1 80.0
80.0
80.0
80.0
80.0
80.0
60
00.0
80.0
80.0
80.0
80.0
71.1
71.1
64.0
u
67.876
80.0
80.0
60.0
80.0
80.0
71.1
64.0
62.1
72
80.0
80.0
80.0
80.0
80.0
71.1
64.0
76.8
80.0
80.0
80.0
60.0
80.0
71.1
64.0
E
0
84
80.0
80.0
80.0
80.0
80.0
71.1
86.3
80.0
80.0
80.0
80.0
80.0
71.1
98
86.0
80.0
BD.0
80.0
80.0
109.7
80.0
80.0
80.0
BD.O
120
80.0
80.0
80.0
128
80.0
80.0
80.0
145
80.0
80.0
7/16- LAMI GLASS NOMINAL
3/16' ANNEALED OR HEAT
STRENGTHENED GLASS
I 12
i
.090' DUPONT 9arACITE OR
SAFLEX KEEPSAFE MAXGMUM
PVB NTERLAYER
3 nl6NEAT
ENGTHENID CLASS
11/16- NOM.
CLASS BRE
7/16" LAMI GLAZING DETAIL
FLANGED OR
INTEGRAL FIN FRAME
(FLANGE
FRAME SHOWN)
1-1/16' LAMI GLASS NOMNAL
7/16" LIMA CLASS NOMINAL
090' DUPONT 13UTACRE OR
SAFLEX KEEPSAFE MAXIMUM
7/16' AIR SPACE
PVe PITERLAYER
3/16' ANNEALED OR HEAT
STRENGTHENED G1A55
3/16' HEAT
3/16" TEMPERED CLASS _
A SINEMOTHENEO CLASS
11/16- NOLL
CLASS BITE
„A
'A' & "B" DIMENSIONS MAY DIM.
BE ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
r- 'B'. DIM. --ri
T \� "B" DIM.
DIM. \�
1-1 /16" LAMI I G GLAZING DETAIL
FLANGED OR INTEGRAL FIN FRAME
NOTES: (INTEGRAL FIN FRAME SHOWN)
1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT2.
2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION.
3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN.
4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET).
Bv.O y: RC"11�1*
NCED HS CAP TO TMP FOR JO' RULE
107D TECHNOLOGY DRIVE GLAZING DETAILS
J.R. 3131,110ORMATION FOR LARGER WINDOWS. N.VENICE, FL 34275F.Kr 414/0� BNO CHANGE THIS SHEET • P.O. BOX 1529 ALUMINUM PICTURE WINDOW, IMPACT
BX' D°Lc OK ... ee ae1a: N1- FL a 34274 S.n..M.em: swv sA..
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IIINSTALLATION DETAILS FOR FINNED FRAMES
2X WOOD BUCK OR FR
.131" (1/8") X 2-1/2"
NAIL, WITHIN 2" OP
CORNERS AND 5" O.C.
11
MAX.
WINDOW
HEIGHT
MAX.
VISIBLE
2X WOOD BUCK
OR FRAMING -if--- 1/4" MAX. SHIM
O
. ' 13 INTERIOR
375" MIN,
EDGE DISTANCE
,131" (1/8")
X 2-1/2" NAIL.
+,75" MIN. WITHIN 2" OF
EDGE DISTANCE CORNERS AND
5" O.C.
1/4" MAX, SHIM
SEE ANCHOR —..-12X WOOD BUCK OR FRAMING
I
GUIDELINES, ({
SHEET 6 n I/
11 18 OR 22 \ 17 oR 21 10
MAX. VISIBLE LIGHT OPENING
MAX. WINDOW HEIGHT
HORIZONTAL SECTION C-C
LIGHT INTERIOR
OPENING
SEE ANCHOR
GUIDELINES,
SHEET 6
13
10 1 1/4"
MAX.
SHIM
1 3/8" MIN.
EMBEDMENT o XTERI
.y.l SEE 2X WOOD BUCK
SHEET 6 OR FRAMING
VERTICAL SECTION D-D O
90' CORNER ASSEMBLY
NOTES
I. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND'EDGE DISTANCE LIMITS.
NO CHANGE THIS SHEET
070 TECHNOLOGY ORN
N. VENICE, FL 34275
P.O. BOX 1529
NOKOMIS,'FL 34274
EXTERIOR
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES
ANGLED CORNER ASSEMBLY
I...
4LUMINUM PICTURE WINDOW, IMPAC
n"./u"a.c s.a.: A..e omtnc Rn
PW70t NTS 3 w 8 4259.4
1-3/8" MIN.
EMBEDMENT
PRODUCTR.GVISM.
as complying wllh ilia Florida
Building Codc � I {O. J Apeeptunce No
o
ProduUConlro
1111
LYNN
No. 58705
STATE OF : • �[/
/SS/DNA` �� ,`
,
A. iyhhl MOAT, P.E.
P.Ej 58705
INSTALLATION DETAILS FOR FLANGED FRAMES
SEE ANCHOR
GUIDELINES,
1X WOOD BUCK
1/4" MAX. SHIM
SHEET 7
1/4" MAX. SHIM
SEE ANCHOR
MIN. CONCRETE . •
y 13
GUIDELINES,
SHEET 6
SEE ANCHOR
-
ANCHORSIPER TYPE. -
INTERIOR
13 2
GUIDELINES,
MIN. CONCRETE KSI
SEE SHEET 7.�ti.
SHEET 7
PER ANCHOR TYPE, SEE SHEET
OR 1.5 KSI
SEE ANCHOR
7 OR 1.5 K51 MIN. CMU
MIN. CMU
GUIDELINES,
J•'`'% •'. 1X WOOD BUCK
SHEET 7
••
.r'"
1/4" MAX. SHIM
11
SEE ANCHOR
GUIDELINES,
••'�
11 18 ORO 17 oR 21 10
�
SHEEP 7
13
MAX. WINDOW
HEIGHT
HORIZONTAL
SECTION A —
MAX.
,8 oRv
WIDOW
I
HEIGHT
MAX
17 oR 21
VISIBLE
LIGHT
INTERIOR
OPENING
SEE ANCHOR
IDELINES,
EET 6
2 1/4" MAX.
ALINES,
SHIM
SEE
GUIDSH
WOOD BUCK
OR FRAMING
VERTICAL ° SECTION
B-B
EXTERIOR
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES
90°CORNER ASSEMBLY ANGLED CORNER ASSEMBLY
NOTES
1. USE ONLY ANCHORS LISTED ON SHEETS.6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2 IX WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
OM: Re .I.ns: a..viDUmi 18 11 D NO CHANGE THIS SHEEF
10
a ewaiona: 1070 TECHNOLOGY DRNE INSTALLATION FLANGED FRAME' 3/J7/10 C INFORMATION FOR L4/iGER WINDOWS. N. VENICE, FL 34275 na.i
" R 29 ALUMINUM PICTURE WINDOW, IMPAt
P.O. DOX 1342
xM: cno"" aD�,: NOKOMIS,.� 34274 ® s•H••/LDae� s-NI s 7- 0-D Ra
7H4ro3 PW.Tar NTS 4 =1 a 4259-4
2X WOOD BUCK OR FRAMING
SEE ANCHOR
GUIDELINES,
SHEET 6
ilia Florida
01
LYNN
21
No.587D5 k
per•,' sTA EY C) 44f
A�ORIDP. G\?�
A YLIjlr�ii IFllilW P.E.
D P.E.# 58705
MISC INSTALLATION DETAILS
'
WITHSHEET
FIN FAOVED
SEE ANCHOR
GUIDELINES,
6
FIN FRAME WITH
SEE ANCHOR
GUIDELINES,
SEE ANCHOR
GUIDELINES,
FIN
FIN REMOVED
SHEET 7 FIN FRAME WITH
FIN REMOVED
-SHEET7
INTERIOR
NTERIO
INTERIOR
1/4"
1X WOOD BUCK
5M
SHIM M
SHIMSHIM1
3/
SEE ANCHOREMB
ANCHOR !.':•.'':
GUIDELINESSEE
SHEET 7 °
K OR FRAMING
GUIDEUNES,
SHEET 7
,MIN.
MIN. CONCRETE KSI
'
CONCRETE KSI PER ANCHOR TYPE,
SEE SHEET 7 OR 1.5 KSI MIN. CMU
PER ANCHOR, SEE SHEET 7
OR 1.5 KSI MIN. CMU
EQUAL
LEG FRAME
EQUAL
LEG FRAME EQUAL LEG FRAME
(OTHER
FRAMES SIM.)
(OTHER FRAMES SIM. (OTHER
FRAMES SIM
2X WOOD SUBSTRATE
1X
WOOD BUCKSTRIP DIRECTLY TO MASONRY
SEE ANCHOR
GUIDELINES,
SHEET 7
. INTERIOR
1/4" MAX.
SHIM
SEE ANCHOR
GUIDELINES,
SHEET 7
MIN. CONCRETE 'KSI
PER ANCHOR, SEE SHEET 7
OR 1.5 KSI MIN. CMU
FLANGE FRAME
PRECAST SLOPED SILL
—1 EMBEDMENT'
MAX. SHIM 1-3/8" MIN. 1/4" MAX. SHIM
EMBEDMENT' -�I �•�— 1/4" MAX. SHIM
�-- 1/8" NOM. MIN. IXCLUDING POINT 2X WOOD BACKER
jf72 STEEL STEEL 1/8" NOM. MIN.#12 STEEL 12 STEEL
'SELF —DRILLING— SELF—DRILUNG SELF —DRILLING F
SMS GSSELF—DRILLING
( ) SMS (G5) SMS (G5) SMS (G5)
USE SAME USE SAME USE SAME
ANCHOR ANCHOR ANCHOR USE SAME
QUANTITY S OUANTin & OUAHORNTITY. ANCHOR
SPACING AS SPACING AS SPACING &EDGE NG AS
0 QUANTITY &
�iSCREW STEEL #12 STEEL DISTANCE AS #1SPAPISTEEL
EXTERIOR SCREW EXTERIOR . #12 STEEL I R SCREW
(SHEET 6)ZOADE APPROVED MULLION (SHEET 6)ZTAL FRAMING SCREW FULL—LENGTH, WOOD (SHEET 6)EX RIOREE SEPERATE NOA) 6 STEEL: Fy=36 KSI MIN. (SHEET 6) BACKED STEEL STUD STEEL STUD
ALUMINUM: 6063—T6 MIN. .125" MIN. WALL THICKNESS ALL GAUGE THICKNESSES Fy=33 KSI MIN.
.125" MIN. WALL THICKNESS (ATTACHMENT BY OTHERS) 18 GA MIN.
FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME
(OTHER FRAMES SIM) (OTHER FRAMES SIM) (OTHER FRAMES SIM) (OTHER FRAMES SIM
ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD SUBSTRATE STEEL STUD SUBSTRATE
NOTES
1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". IX WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENTToMETAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
zev.d Br a, D'a vucdovm:
J.J. 10 � 18/i i ND CHANGE THIS SHEET
070 TECHNOLOGY DR INSTALLATION, FINNED FRAME
N. VENICE. FL 34275 ma:
P.O. BOX 1529 ALUMINUM PICTURE WINDOW, IMPAC
NOKOMIS, FL 3427d ®. sad°v/u"aa: "', sne"e pr" fib.
Pw-7ol NTS 5 a 8 4259-4
1111 NII
I.YNN
�.1C�,: '��CENSF'•;FOP i
k No. 58705
.' cam=
A. L Irlri Itrfiller, P.E.
P.E.# 58705
Head, Sill and Jamb Anchor Quantities into Wood or Metal (Anchor Types 1-4)
Anchor
"A"
ar "B"
Dimension
on)
Type
24
30
36
42
1
48
1 64
1 60
67.876
Anchor
Looatlon•
1
��4
J12
3
4
1
2
3
4
1
2
3
4
1
1213
4
1
2
3
4
1
2
3
4
1
2
3
4
38
Jamb
3
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3.
4
3
4
3
4
3
4
3
4
Head/Slll
2
2•
2
2
3
3
-3
3
4
3
4
3
5
4
5
4
6
5
5
5
8
5
6
5
6
8
3
48
Jamb
4
4
5
4
514
5
4
5
515
5
5
5
8
5
5
6
6
5
5
5
6
6
5
5
8
6
8
S
7
5
8
5
7
6
8
5
Head/Sill
2
2
2
2
3
3
3
3
4
3
4
3
5
4
5
4
5
5
8
5
.8
6
7
6
6
6
7
6
1 7$
7
60
Jamb
6
5
6
516
5
6
5
.8
6
.8
8
8
6
7
8
7
8
7.
6
7
6
7
6
7
6
7
HeadlS01
2
2
2
213
3
3
3
4
3
4
3
5
4
6
5
6
5
6
8
7
6
7
6
7 6
67.875
Jamb
6
6
7
6
7
8
7
6
7
6
7
8
7
7
8
f45
7
8
7
7
7
8
7
8
8
7
6
8 718
7
Head/S8i
2
2
2
2
3
3
3
3
4
3
4
3
5
4
5
6
6
7
8
7
8 7
8 7
72
Jamb
8
6
7
6
8
6
7
7
8
7
7
7
8
7
7
7
9
5
7
6
8
617
7
1
9
61
7
7
8
6
7
7
9
61
7
8 1 7 18,
7
V
Head/Sill
2
2
3
3.
3
3
4
3
4
3
5
4
5
4
5
5
8
5
6
617
6
7
6•
7
6
78.8
Jamb
$77
8
7
8
7
8
7
8
.7
8
7
8
8
8
8
6
8
9
8
8
8
9
8
9
8
9
8
Head/SBI
2
2
3
3
3
3
4
3
4
3
5
4
5
4
5
5
6 5 6 6 7 6 7 6
8
8
9
8
8
8
9
a
8
8108
7 6
9 8. 10 6
84
Jamb
9
7
8'
7
9
7
a
4
3
4
3
5
4
5
4
5
6
6 5 6 '6 7 6
Head/Slll
2
2
3
3
3
3
`a
8
8
9
8
8
8
9
6
8
8
9 8 ]0 8
10d-15
85.3
Jamb
7
7
9
7
8
7
9
7
Head/Sill
2
2
2
2
3
3
3
3
la
4
3
4
3
5
4
5
4
5
5
6 8 6 7 6
96
Jamb
8
8
10
6
9
8
10
8
9
9
10 9
9
9
10 9
9
9
11
HeadlStll
2
2
2
2
3
3
3
3
4
3
4
3
4
5
4
5
5 6
109.7 ,
Jamb"
9
9
12
9
10
9
129
10
10
12
10
�10
10
12
10HeadlSill
4
3
4
3
4
5
4
2
2
2
2
3
3
3.
3
120
Jamb
10
10
13
10
11
10
13
10
11 11 13 11
-
' Width and Height dimensions may be
Heed/Sill
2
2
2
2
3
3
3
3
4
3
4
3
reversed to locate anchor quantities on the
12 12 13 11
table. If so, the Head/Sill and Jamb rows
128
Jamb
11
11
13
11
12
11
13
11
4
3
4
3
must also be reversed so that the longer
Head/Sill
2
2
2
2
3
3
3
3
dimension gets the most anchors.
Jamb
12
12
15
12
13112115
12
145
Head/Sill
2
2
2
TT
3
3
3
NOTES:
1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32Fr.
2. FOR SIZES NOT SHOWN, ROUND UE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION.
3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL
WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN.
4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE
RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET).
5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE.
V. ftoneiens
10 18 11 O NO CHANGE THIS SHEET
fte"„ 1070 TECHNOLOGY ORNE J JIVI0 C INFORMATION FOR LARGER W/NDOWS. N. VENICE, t, 34275
414107 B NEW SHEET P.O. BOX 1529
ry oee": eeeed Erae .; NOKOMIS. 34274 0 7MQaM
Anchor
Type
Anchor Description
Substrate
Min.
Edge
Distance
Min.
. Embed -
. ment
#12. Steel screw (G5)
S. Pine
-0.864"
1.376"
1
_ #12, Steel screw (G5)
_ _
StL Stud, Gr 33
0.324"
_
.048"/180a
_112. Steel screw_(G5)
012. Steel screw (GS)
AIum_ 80B3 T80.324"
A36 Steel _
_0.324"
_0_.125°
0.125"
#14, Steel screw (G6)
S. Pine -
0.SWI
2
#14, Steel screw (135)
_
'Sit. Stud, Gr 33
0.3s1"
_1.375"
.048 JJ808
#14, Steel screw (G5)
_Alum. 6063-16
0.361"
0.125" .
#14, Steel screw (G5)
A36 Steel
0.361"
0.125"
3
1/4"_Steel Ultracon
Pine
1"
1.375"
i/4" 410 SS CreteFlex
S. Pine
- 1° -
71.375"
4
5118" Steel Ultracon
S. Pine 1
1,26" 1
-1.371
A"-& "B" DIMENSIONS MAY
BE ORIENTED VERTICALLY OR -
HORIZONTALLY AS SHOWN.
PRODUCTREVISBD
DIM. aseomplyingw(IhlheFlodde,
B Coda ��= lIC➢. teneallo ��yy
a alo oil
�- "B" DIM. -y \ Miami Dade Product Control•
T \\ DIM. toll 11r1
T \\
DIM. _ � P�� .•' \,\CENSg `• ;F'P i
` * No. 5B705.
44
4NCHORAGE, WOOD SUBSTRATEORI
U.
;0,� •. STA E �`
4LUM/NUM PICTURE WINDOW, IMPACT ����sS%NA1- , ``
I s.m� _ - ./ %hhl Mlhar, P.E.
PW-70! iVTS @ m 8 4259-4 D P.E.# 58705
(Anchor Types 5.7)
Anchor
Type
"A" or "B" Dimension
on)
30
36
42
49
64
60
87.876
Anchor
6
T24
7
6
8
7,b
6
7
5
6
7
5
8
758
7
58758
7on"�Jemb4
3
4
4
3
4
4
3
4
4
3
4
4
3
4
4
3
4
4
3
4
4
3
Heed/Sill
2
2
2
3
3
3
4
4
3
5
5
4
5
6
4
6
6
5
6
8
b
7
7
6
48
Jamb
5
4
4
4
6
5
4
8
5
5
8
5
5
8
5
6
8
5
516
6
5
Head/Sill
2
2
2
$33
3
4
4
3
6
5
4
8
5
5
7
8
8
7
8
6
8
7
7
80
Jamb
6
5
5
5
8
6
5
7
8
8
7
8
8
7
8
6
7
8
8
7
8
6
Hesd/SIII
2
2
2
3
4
4
3
5
77
6
5
5
7
6
6
7
8
8
8
7
7
87.875
Jamb
7
8
8
7
8
6
7
7.
6_
8
7
7
8
7
7
8
7
7
8
7
7
8
8
7
Head/Sill
2
2
2
3
3
3
4
4
3
5
6
4
8
6
6
7
8
8
716
8
8
8
7
72
Jamb
8
8
8
8
7
6
8
7
6
8
7
7
9
7
7
8
7
7
9
8
7
�-
c
—,�
E
HeadlSiil
2
2
2
3
3
3
4
4
3
5
5
4
8
5
5
7
8
8
7 8 8
9 8 8
7 8 8
78.8 .
Jamb
8
7
7
8
7
7
8
B
7
8
8
8
9
8
8
9
8
8
Head/Slll
2
2
2
3
3
3
4
4
3
5
5
4
8
5
5
7
8
8
�
Jamb
9
7
7
9
8
7
9
8
7
9
8
E
10
8
8
10
8
8
b
Q
`0
m
Head/Sill
2
2
2
3
3
3
4 4 3
9 8 7
4 4 3
10 9 81101
4 4 3
12 10 9
4 4 3
13 11 10
4 4 3
13 12 11
5 5 4
9 8 8
5 5 4
9 9
5 5 4
121101 10
5 5 4
8 5 5 7 8 8
10 8 8 10 8 8
6 5 6 7 6 8
11 9 9
8 6 b
� VVldth and Height dimensions may
be reversed to locate anchor
quantifies on the table. If so, the
Head/Sill and Jamb rows
86.3
Jamb
9
7
7
9
9
7
Head/SIII
2
2
2
3
3
3
96
Jamb
10
8
B
10
9
8
Head/Sill
2
2
2
3
3
3
109.7
Jamb
12
B
9
12
10
9
Heed/Sill
2
2
2
3
3
3
t20
Jamb
13
10
10
13
11
10
Head/Sill
2
2
2
3
3
3
128
Jamb
13
11
11
13
12
11
"A" & "B" DIMENSIONS MAY
BE ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
"A" PRODUCIrREVISED
NOTES: DIM. "I Bag83cewlih the Florida
. AceeptDneo No I •'��
I. ANY ONE SIDE CANNOT BE MORE THAN 145" Bxp aro
AND AREA OF MORE THAN 321r.
B
2. FOR SIZES NOT SHOWN, ROUND lLP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. I+-- "B" DIM. —ri " t4amilli 0P-daat CDnI11
3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL \� "B" DIM.
WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 1111
4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND "B� MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM.�� RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). `�; • 1,10ENSF •.•'
5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. * No.58705
=�7�
J.J. 10 18 11 n 0 NO CHANCE THIS SHEET D—ipU a: i •'.•
' Q •:•. STATE:(/
J.R. 3/31/10 wC1 FOR 710N FOR LARGER WINDOWSINCLUDE 1070 TECHNOLOGY DR- ANCHORAGE, MASONRY SUBSTRATE `-'�` •• FtoRIVP `• �_��\
N. VENICE, FL 34275 Tnrr
F.K. D4/4/07 " s NEW SHEET - ALUMINUM PICTURE WINDOW, IMPACT '�SS/O •• EC;�`�
G.
P.O. Box 1529 i//
Drawn BY Dale: GReaked le: NOKOMIS, FL 34274 ® s.rtnMaaeD S.I. snaee Drmlaa x°. htr. 0. iuhl Miil�? P.E.
F.K. 7/14/03 PW701 NTS 7 ar S 4259.4 b P.E. $8705.
Head, Silt and Jamb Anchor Quantities into Masonry
must -'also
Anchor
Min.
Min.
Type
Anchor Description
Substrate
Edge
Embed -
Distance
ment
Steel Ultmcon ���
'Hollow Block
1°
1.25^_.
1/4" Steel Ultlacon
2.7k Concrete
- 1° --
—1.375'
F1/4"
1/4° 410 SS CreteFlex
Hollow Block
1"
1 25•__
1/4" 410 SS CreteFlex
3.35k Concrete
_
1°
1" '
6/18"_Steel Uhracon_
Hollow Block
1.683°
1.26°
5I18" Steal UHracon
3.5k Concrete1""-�-
2.784"
.094"
2.500"
.062" —►� �+� .062"
.077"
1.125"
INTEGRAL FIN FRAME
O MAT'L: 6063—T5
DWG NO. 4256A
.094"
1.675"
.500" .062"
osz^
I 2.7sa^
FLANGED FRAME
Oz MAT'L: 6063—T5
DWG NO. 4253
NO CHANCE THIS
Imo--• .970"
I
.975"
.050" —i{ I+-
7/16" LAMI GLASS BEAD
�u MAT'L: 6063—T5
DWG NO. 4255
.346" —►{ �--
975"
.047"
1-1/16" LAMI I.G.GLASS BEAD INSTALL. FASTENER COVER
11 MAT'L: 6063—T5 13 MAT'L: 6063—T5
DWG NO. 4254 DWG NO. 4224
ITEM
DWG #
PART #
DESCRIPTION
1
1 4256A
1 64256
Integral fin frame head, sill & jamb
2
4253
64253
Flanged frame head, sill & jamb
7
1155
781 PQX
#8 x 1 Quad PH SMS stainless steel
8
Schnee -Morehead SM5504 acryl-r narrow joint sealant or
10
64255
7/16 lami glass bead
11
424255
54
64254
1-1116 lam! I.G_ glass bead
12
1224
6TP247
Vinyl bulb weatherstrip (thick)
13
4224
Installation fastener cover
14
Dow Coming 899 glazing sealant or equivalent
15
Dow Coming 995 silicone structural sealant, black
17
7116" laml glass: 3/16" annealed - .090 DuPont Butacite or
Saflex KeepSafe Maximum PVB interiayer-3/16' heat
strengthened
18
1-1/16" lama I.G. glass: 3/16" heat strengthened outboard -
7/16" airspace - 3116" annealed - .090 DuPont Butacite or
Saflex KeepSafe Maximum PVB interiayer- 3116" heat
strengthened
20
4262
64262
Architectural corner key
21
7116" lami glass, 3/16" heat strengthened - .090 DuPont
Butacite or Saflex KeepSafe Maximum PVB interiayer -
3/16" heat strengthened
22
1-1116" laml I.G. glass: 3/16" heat strengthened outboard -
7/16" airspace - 3116' heat strengthened - .090 DuPont
Butacite or Saflex KeepSafe Maximum PVB interiayer -
3/16" heat strengthened
PO TECHNOLOGY ORP
N. VENICE. FL 34275
P.O. BOX 1529
NOKOMIS.'FL 34274
PW-701
V PROFILES &
PICTURE WIA
Bolo: Sn,aG
MS 1 8 =l 8
4259.4
1YNN M""/
* No.56705
�o a"ro�q/l 416
-' � ••• STATE F
a f!7{d111 11 cr!\P.E.
P.E.J 58705
4
MIAMI�iAD
raw
'MIAMI-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING; ENVIRONMENT, AND REGULATORY- 11805 SW 26" Street, Room 208
AFFAIRS (PERA) Miami, Florida 331,75-2474
BOARD AND CODE ADMINISTRATION DIVISION ; T (786) 315-2590. F (786) 315 2559,
NOTICE OF ACCEPTANCE (NQA) www.miamldademov/sera/
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 PERA.
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.
PERA 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:riea�`I3R=7j0" Alumnum�Ho'rizontal"Sliding Window — L.IVI:l�.
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets i through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by
PGT Industries, Inc., dated 02/01/2012, 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 No:114630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as
well as approval document mentioned -above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
MIAMI•DADECOUNTY �'�NOA No.11-1114.04
• 2 g IZ Expiration Date: December 21, 2016
Approval
pp oval Date: February I6, 2012
Page 1
PGT Industries, Inc:
NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1.. Manufacturer's die drawings and sections.
(Submitted under NOA Is No.'s 07-0815. 09 and, 06-4405.06)
2... Drawing No. 4127-10, titled "Alum. Horizontal Roller' Window; Impact", sheets 1
through 11 of 11, dated 02/28/2006 with the latest revision "E", dated 10/17/2011,
prepared by POT Industries, Inc., dated 02/01 /2012, signed and sealed , by Anthony,
Lynn Miller, P. E.
B.
TESTS
1. 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 XOX aluminum
horizontal sliding. window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. - FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda
P. E.
(Submitted under NOA No. 07-0815.09)
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, Type "C" sliding window, Grade 10,
per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04
Along with marked -up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo
Largaespada, P. E.
(Submitted under NOA No. 06-0405.06)
3. 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, Type "C" sliding window, Grade 10,
per FBC 2411 3.2.1, TAS 202-94 .and -per ASTM F 842-04
Along with marked -up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL--4859, dated 03/08/2006, signed and sealed by, Edmundo
Largaespada, P. E.
(Submitted under NOA No. 06 0405.06)
Jaime D. Gasco , P. E.
Product Control Section Supervisor
NOA No.11-1114.04
Expiration Date: December 21, 2016
E-1 Approval Date: February 16, 2012
C. ' ° CALCULATIONS
1'. Anchor verification calculations and structural analysis, complying with FBC,
prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed .by Robert L.
Clark, P. E.
(Submitted under previous NOA No. 07-0815.09).
2. Complies with ASTM E1300-98/ 04
D. QUALITY ASSURANCE
I. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I..DuPont DeNemours & Co.,
Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on
. 12/11/16.
2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP
Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013.
F. STATEMENTS
1. Statement letter of conformance and compliance with the PBC-2007 (with the 2009
supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn
Miller, P.. E.
2. Statement letter of no financial interest and independence, dated 10/25/11, signed and
sealed by Anthony Lynn Miller, P. E.
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller, P. E.
4. Statement letter of no financial interest, conformance and compliance with the FBC-
2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E.
(Submitted under previous NOA No.11-0630.02)
5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda,
P.E.
(Submitted under previous NOA No. 07-0815.09)
Jaime D. Gascon, P.
Product Control Section Supervisor
NOA No.11-1114.04
Expiration Date: December 21, 2016.
E-2 Approval Date: February 16, 2012
PGT Industries,- Inc:
NOTICE -OF ACCEPTANCEc EVIDENCE SUBMITTED
F. STATEMENTS '(CONTINUED)
6. Laboratory. compliance letter for Test Reports ,No.'s FTL4858 and ; FTL-4859,
issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed
'by Edmundo Largaespada, P. E.
(Submitted under NOA No., 06-0405. 06)
G. OTHERS
I. Notice of Acceptance No. 114630.02, issued to PGT Industries, Inc. for their Series
"HR-710 Aluminum -Horizontal Roller Window — L.M.I.", approved onL 08/18/201.1
and expiring on 1.2/21/2016.
0
Jaime A Gascon, P. E.
Product Control Section Supervisor
NOA No.11-1114.04
Expiration Date: December 21, 2016
E-3 Approval.Date: February 16, 2012
GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW
I. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP.
A. 5/16"LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/6" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVB INTERLAYER.
C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
D. 7116" LAMI CONSISTING.OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
E. 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVB INTERLAYER.
NOA DRAWING MAP
F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
SHEET
GENERAL NOTES..........:..1
G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A
.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
GLAZING DETAILS.......:.... 2
DESIGN PRESSURES....... 3
ELEVATIONS ..................... 4
H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE
OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE
VERT. SECTIONS ............. 5
66
MAXIMUM PVB INTERLAYER.
PARTS LISTT,T.�ONS............
1.13/16" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS
WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
EXTRUSIONS AIL ............. 7
CORNER DETAIL.........
5 `
ANCHORAGE ..................... 8-11
J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.).GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN
.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
K. 13/16"LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE
OF 3/16" HEAT STRENGTHENED GLASS WITH AN DUPONT BUTACITE OR
.090 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
L.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS
WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
-
2. CONFIGURATIONS: OX XO XOX
3. DESIGN PRESSURES: (SEE TABLES, SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02.
4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED
5. SHUTTERS ARE NOT REQUIRED. �mP1Y ad wilh the Fiodda
Butldhlg Codo
Acxplaneo N. : ..'�
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Da (p
Ay
7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. Mieml aQo aConp,n- .
ELCO TEXTRON NOA: 04-0721.01, 03-0225.05
ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION 11 l 1 1 ADM-2005 ALUMINUM DESIGN MANUAL
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO�COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY �� '.�; \GENSF ' •, P
HURRICANE ZONE (HVHZ).
No. 5B705 _
9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. - Jy—z__ Ix
J. 10/17/11 E FBC201000DECHANGE ST
1070 TECHNOLOGY DRIVE GENERAL NOTES �10'•.. r of
R. �6/20H7 n D ADDED /OCAP TOBETEMPERED r30FTNOT6 NOKOMIS,FL34275 7ec �� FCOR�OP•'• C9 ��
_ �� i
K: yw v1s/o7 R C ADOF7L5330TONOTES:76CHG.NOTE6TOCt1RRENTED/T, P.OMI§,FL 42 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s`S/ONA%-��`'
-�' ° NOKOMIS, FL 34274 1,Wbly Better ' ada: 8n010 u>"hNa 77t!f� I 1\1\
•.K. V28106 J.J. 3/29/06 HR710 NTS 1 d 11 4127--10 ALYNNMIILJRP.E.
E P.EJI 58706
J GLASS
BITE
60,61,62
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
118" ANNEALED OR HEAT STRENGTHENED GLASS
6116" NOM.
LAMINATED GLASS
1/2" NOM. a EXTERIOR INTERIOR
GLASS BITE (ALL SECTIONS)
63,64,65
—u
21 50
1/2" NOM.
GLASS BITE
'STRENGTHENED GLASS
IT PVB INTERLAYER
'STRENGTHENED GLASS
OR TEMPERED GLASS QD
13/16" LAMI IG GLASS W/ 5/16" LAMI
3/16"ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
3/16° ANNEALED OR HEAT STRENGTHENED GLASS
7/18"LAMINATED
7/16" LAMINATED GLASS
72,73,74,75,76,77
3/16"ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
3/16" ANNEALED OR HEAT STRENGTHENED GLASS
7116" LAMINATED
3/16" OR 1/4" AIR SPACE
1/8" or 3/16" ANNEALED OR TEMPERED GLASS QD
13/16" NOM.
13/16" LAMI IG GLASS W/ 7/16" LAMI
QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED.
NOKOMIS, FL 34275
P.O. BQX 1628
NOKOMIS, FL 34274
HR710 Full I 2 a 19 I 4127-10
PRODUCE REVISED
as complying With tho Florida
BuildinP Ccdo
Acg aneoNo dk I_L�G4,
Dnto (
ly
MIam1 Dado Pmduct Con 1
utlr
LYNN
05
140-5
fly'•, S E 1F�
�.P '••. FCORIOP' �\:
1O1''
A. LYNNM P.E.
P.E858705
TABLE 1.
XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/
SAME DLO ARE V SMALLER)
WINDOW
GLASS
WINDOW HEIGHT
WIDTH
TYPE
26"
36"
38 3/8"
48"
605181,
54"
60"
63"
84"
A,B,G,H
+60.0
50.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0 �
+60.0
60.0
+60.0
60.0
+g0.0
60.0
+60.0
-60.0
96"
A,B,G,H
+60.0
-60.0
+60.0
-60.0
+60.0
60.0
+60.0
-60.0
+60.0
-66. 0
+ 60.0
-60.0
+58.8
58.8
+56.2
-56.2
D
108 3/8"
A,B,G,H
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
60.0
+60.0
60.0
+60.0
60.0
+552
55.2
+52.3
52.3
FOR INSTALLATION IN
1
A,B,G,H
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
-60.0
.+60.0
+54.6
-54.6
+51.7
51.7
THE HVHZ ABOVE 30
FT.GLASSTYPESG-
11111"
AL
,B,G,H
+60.0
50.0
+60.0
60.0
+60.0
-60.0
+50.0
-60.0
+60.0
'-60.0
+59.5
59.5
+53.6
-53.6
+50.9
-50.9
SHALL HAVE A.
TEM ER D I.G. LASS =
UP TO 111"
C,1
.
CAP. BOTH THE DP
UP iO 111"
D E F,
+60.0
•60.0
AND ANCHOR '
J'K'L
QUANTITY REMAIN
+75.0
-75.0
UNCHANGED. •
TABLE 2.
XOX-0/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME
DLOARE V SMALLER)
WINDOW
GLASS
WINDOW HEIGHT
WIDTH
TYPE
A,B,C,
ALL HEIGHTS UP TO
63"
TO 86 7/16"
G,H 1
TO 86 7/16"
D E F,
+60.0
60.0
J,K,L
+75.0
-75.0
TABLE 3.
OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME
DLO ARE V SMALLER)
WINDOW
GLASS
WINDOW HEIGHT
WIDTH
TYPE
26 1
36"
38 3/8" 1
48"
60 5/8"
64"
60"
63"
60..
A,B,G,H
+75.0
75.0 1
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0.
+75.0
-75.0
66"
A,B,G,H
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
72"
A,B,G,H
+75.0
-75.0
+75.0
-75.0
+75.0
75.0
+75,0-75.065.2
74"
A,B,G,H
C,D,E,F,
+75.0
-75.0
+75.0
-75.0
+75.0
75.0
+75.0
-75.0
+75.0
-75.0
+75.0
75.0
+68.1
68.1
+63.8
63.8
asRmm�yins vltheFlodda
UP TO 74"
I,J,K, L
+75.0
-75.0
IiwTdinscodo
Acce lance No
e 'P'o Da
ISO
GLASS TYPES: TEST REPORT FTL4858 (XOX), FTL=4859 (OX & XO) AND FTL-5330
A. 5/16" LAMI - (1/8" A, .090,1/8" A)
G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIRSPACE. 5/16" LAMI
Mlatai Dada WD as 0ontrol .
' s
B. 5/16" LAMI - (1/8" A, .090,1/8" HS)
- (1/87A, .090,1/8"A)
H. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI
"
C. 5/16" LAMI - (1/8" HS, .090,1/8" HS)
- (1/8"A, .090,1/8"HS)
I. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE; 5/16" LAMI
`� IYNN
D. 7116" LAMI - (3/16" A, .090, 3/16" A)
- (1/8"HS, .090,1/8"HS)
J. 13/1&' LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR IMP SPACE, 7/16" LAMI
�``�` ��
�` ' vcENSF • ; P*
E. 7/16" LAMI - (3/16" A, .090, 3/16" HS)
- (3116"A, .090, 3/16"A)
K. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 HS)
��: ;
r No• E>a705 t
F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS)
RenCB,: o.me aeWtaa:
L 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, ,090, 3/16"HS)
_�
,
J.J.
l0H7H1
E
NO CHANGE TH/38HEET
o
u
-p •': �12, W
J.R. �
B/20/f1 fAW
RED
ADDED IGCAP TOBETEMPERED r30FTNOTE
10707ECHNOLOGV DRNE
NOKOMI9,FL34275
�-
DESIGN PRESSURES
tme - _
;� '•. STATE OF-; _��
��.0•'•:,.F�OR\QA'' Cl�� -
Frc
4115M?
C
ADD INTEGRAL FIN OPTION
A UPDATEASTME 1300-02 DPe
P.O. eqx 1529
ALUM. HORIZONTAL ROLLER W/NDOW IMPACT
�?
a.nne,:
wts
NOKOMIS,FL94274
[I!y'1li1yBe
a ra4h4+t
Bmc srwr
,,,yq,�y '.
•�,S10NAL��0
F.K.
T/Z8/OS
J.J.
3/OS
,.
HR7fo
NTS
3 d 11
,
1L4K11110WE
4127--10
E
27 3/8"
MAX. DLO 54 5/16" MAX. DLO FIXED 27 318" 27 3/8"
VENT MAX. DLO MAX. DLO
VENT FIXED D D
1
'iM g moo
w
e-
B B
B
O X 0 fx
110" MAX. WIDTH I.F. FRAME ——�jl Ii' 85 7/15" MAX. WIDTH I.F. FRAME--+
111 MAX. WIDTH FLANGE FRAME P--88 7/16" MAX. WIDTH FLANGE FRAME
DETAIL B - XOX (114-1/2-1/4) DETAIL C - XOX (1/3-1/3-1/3)
NOTE:
33 MAX. 33 MAX 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
DLOLD FIXED C DLOLO V VENT
—i 63" MAX. SEALANT OR GASKET
FLANGE AT HEAD AND SILL
A I A FRAME
ALL 15
57 3/8" I 56" CONFIG.
MAX. / / MAX.
DLO ALL / DLO ALL — — 15 I.F. FRAME
FIXED VENTS PRODUCTRBVISL•D
LITES / / 6Z'MAX. --mplyinu with lheplotido
I.F. FRAME ' BuaAingcoda
X ALL Acccptea Dar — 1 O
CONFIG. '� o Dat .0+
Miantl ade Pro uct Control
1
13 FLANGE FRAME
C LYNN llj�l,'���i
I' 73"MAX
, WIDTH I.F. FRAME --+I ``a��`•.•' CENS '•.F'P
74" MAX. WIDTH FLANGE FRAME VIEW D-D
(FRAME CORNER CONSTRUCTION) ` * NO. 58705 ,
DETAIL A - OX OR XO
J.J. 10/17nt NOCHANOETHIS SHEET" oar _ •'. ' 11Z ��
J.R B/ZOHf O NO CHANOE7N/5'SHEE7 toroTECNNo�ocvotxlve �,. -�- ELEVATIONS �••.
NOKOMIS, FL 992)5 me FCORIOP.•' C,
F e ' w+5107 n C COON rn crroN A< o stir s. 1O ° No a w BOX
1529 �a Ae.4.,�M HOR�ONTAAL ROLLER WINDOW, IMPACT %c;SS/ONAL nr a a.J ar Yfslbly Bernrr u""vx• n r a �vNAIrAILIl k` P.E.
F.K. 2/18/06 J.J. 9/23/06 HR7t0 NTS 4 a 11 4127-10 E P.ErAlL 5
I M/
HEii
FLAT
FR<
U SECTION C-C
(VERTICAL SECTION, FLANGE FRAME)
INTERIOR
J
MAX. VENT DLO ml, . I-- MAX, FIXED DLO MAX-.VEXTDLO
MAX. WIDTH (FLANGE FRAME)
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME)
I` MAX. FIXED DLO MAX. VENT DLO
MAX. WIDTH (I.F. FRAME)
EXTERIOR SECTION A A
(HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME)
III INTERIOR
SILL
SECTION, I.F. FRAME)
TECHNOLOGYNOKOMIS.FL 34275
P.O. BOX 1529
NOKOMIS. FL 34274 Visibly Bdte
.IYNN
�'C.; ��OENSF •'•.'P
HEAD ' * ' NO.58705
(VERTICAL SECTION, I.F. FRAME) '
SECTIONStomv
STA E OF
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '�iS,S/O/NAL,� `\\ .
H81f 5 a 11 4727-10 R. ALYN-I Iaw P.E,
--
I
2
1 4102
4025
A
vma,nrrirVlV
FLANGE FRAME HEAD
SASH STOP STD. ANTI LIFT CLIP
07AT'L
6063-T6AL
G063-TS AL
PGT#
612237'
612244
ITEM
66
67
68
69
70
71
DWGI
GLASS
REVI DESCRIPTION MAT'L . pGn
13/16"LAMIIG•i/8"A IN.,3/8"AIRSPACF,5/16"LAMI 1/8"A,.090PVB,1/8° A)
131W LAMI IGI/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI 1/8°A, .090 PVB 1/8"HS
13/16'LAMIIGI/8"A(MIN.,3l8"AIRSPACE,5/16"LAMI I/8"HS,.090PVB 1/8"HS
I3/16" LAMI IG3/16"A (MIN.), 5/16' AIR SPACE, 5/16" LAMI 1/8"A, .090 PVB,1/8"A
l3/16" LAMIIG3/I6"A(MIN.),5/16" AIltSPAC$5/16° LAMI I/8"A .090PVB 1/8"HS
13/16"LAMIIG3/16"A IN.,5/16"AIRSPACK51WLAMI (]/8"HS,.090PVB,1/8"H
3
#8X3/4PH.PANHEAD
7834AA
4
4053
SASH STOP COVER SASH STOP
6063-T5AL
G
4136
FLANGEFRAMESILL
6063-TEAL
64136
7
4137
SILLADAPTOR
6063-TEAL
64137
8
4131
ROLLERTRACK
6063-TEAL
64131
72
"
13/16" LAMI IGl/8"A (MIN.), 1/4" AIRSPAC 7/16" LAM1(3/16"A .090PVB 3/16'A
10
12
71298
1626
WEEPHOLECOVER
ADHESIVE OPEN CELL FOAM PAD
POLYPROP.
71298
7PAD1626
73
13/16" LAMI IGI/8"A (MIN.), U4" AIRSPACE 7/16" LAMI (3/16"A .090PVB 3/16"HS
74
75
76
77
90
"
"
1014
13/16" LAM11G1/8"A (MIN.), 1/4' AIRSPACE, 7116" LAMI /16'HS .090PVB, 3/16"H
13/16" LAMIIG3/16"A IN. ,3/16" AIRSPAC$?/16" LAMI /16"A,.0%PVA3/16"j
13/16" LAMIIG3/16"A IN.), 3/16" AIRSPAC$ 7/16" LAMI 3/16"A,.090PVB, 3116"1
13/16" LAMI IG3/16"A IN.), 3/16" AIR SPAC 7/16" LAMI /16"HS .090PVB, 3116"
SCREEN FRAME (HOR &VEIL) 3105-H14 AL
13
4002
A
FLANGE FRAME JAMB
6063-T6AL
61Z225
14
4134
GASKET FORMAIN FRAME SILL JOINT
74134W/K
15
1155
98X 1.000 QUADPN. SMS
781P A
16
4110
G
SCREEN ADAPTOR
6063-TS AL
64] 10G.
17
4054
B
FIXEDMEEIINGRAIL
6063HI)-T6AL
64054A
91
1630
SCREENCORNERKEYW/RINGS
POLYPROP,
19
21
4066
4105
W STP.,.187 X .230, FIN SEAL
SASH TOP & BOTTOM RAIL
6063-T5 AL
64066G
612240
92
1631
SCREENCORNERKEYW/OUT RINGS
POLYPROP.
93
]073
SCREENSPRING
ST.ST.
22 1683 W STP.,.250 X .270 BACK, FIN SEAL 61683G 95 16394 165 SCREEN SPLINE- .135 DIA. FOAM EM PVC
SCREEN SPLINE-.135 DIA. HARD EM PVC
23 225-1 ROLLERHOUSING&GUIDE 42112HD 96 SCREEN
24 226 BRASS ROLLER W HEELS BRASS 7BRWHL2 CLOTH
29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N
32 4006 D SASHMEEITNGRAIL 6063HS-T6AL 64006
33 1235 WSTP.,.170 X.270 BACK, FIN SEAL 672.710
35 1096 SWEEP LATCH DIE-CAST 71096
1096
36 1016 #8 X .625 PH FL, SMS 7858
37 4126 SASHSIDERAIL 6063-T5AL 64126
38 1683 W STP.,.250 X 270 BACK, FIN SEAL 61683G 2.624
39 7070 BULB WEATHERSTRIP.187X.275 67070K .062
40 LIFT RAIL COVER CAP 74078"C" L OR R
41 4139 I.F. FRAME HEAD 6063-T6 AL 64139
42 4140 I.F.FRAMESILL 6063-T6AL 64140 41 I.F. FRAME HEAD
43 4141 i.F. FRAME JAMB 6063-T6 AL 64141 #4139, s063 T6
50 GLAZING SPCONE, DOW 899, 995 OREQUIVALENT
51 1224 VINYL GLAZINGBEADBULB (THICK) 6TP247WK
52 1225 VINYLG1AZINGBEADBULB (THIN) 6•TP248K PRODUCTREVISED
2.784 m complying with the Florida
53 4039 B GLAZINGBEAD-5116" 6063-T5AL 6403913 Bundingc°do
54 4044 B GLAZINGBEAD-5/16" W/GRH,LKIT 6063-T5AL 644703A�GmnwNo—
D.Lt.062 55 4222 A GCAZINGBEAD-7/16" 6063-T5AL 642225256 995 C GLAZINGBEAD-7/16" W/GRILLKIT 6063-T5AL 6985 .062 M
59 4067 GLAZINGBEAD- 13/16" 6063-T5 AL 64067
60 GLASS 5/16" LAMI 1/8" A, .090 PVB,1/8" A 4g I.F. FRAME JAMB
6l 5/16" LAMI 1/8" A,.090PVB,1/8" HS #4141, 6063-T6 ���ON] IYNN �
62 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS)•''`�DENS�c''ze, •�
63 7/16" LAMI 3/16" A,.090 PVB, 3l16" A
64 7/16" LAMI 3/16" A,.090 PVB, 3/16" HS 2 .710_= No. 58705
65 7/16" LAMI 3/16" HS, .090 PVB. 3/16" HSl 42 I.F. FRAME SILL =_
#4140, 6063-T6 b lr =
a '� ' S7AT 0�
'NOKOMI . FL34 DRIVE PARTS LIST ' �,�'•. � .
NOPO BIOXF1629 a �— ALUM. HORIZONTAL ROLLER WINDOW, IMPACT is`S'/OoR,L
NOKOMI8, R. 34274 Vktbl Bem-r s"fi1b°� sate: a..e o, ,ry R.r ///1 NA1'' 00
Y HR7f0 NT3 6 ii 4127-10 hLYN�IAlI1LIA P.E
E REX68705
.062
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L—Ih—.062
A90
O T—
2 SASH STOP
#4025,6063-T5
062
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L.349--
21 SASH TOP & BOTTOM RAIL
#4133,6053-T5
.
678
.050-+ '
1.098-}�---. I
54 GLAZING BEAD, 5/16"
#40448 6063-T5 5(USED W% GRILL KIT)
1.E
+ .710---►1
O FLANGE FRAME SILL
44136,6063-T6
j
081
437
I
OHORIZ. ROLLER TRACK
#4131, 6063-T6
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� 1.87
1 1.0.81
32 SASH MTG. RAIL
#4006D,6083HS-T6
oso
eI
1.096-Imo---� T
55 GLAZING BEAD 7/16"
#4222A,6063-TS
--�{ 1.187 r-
52
.062-13.(90
O FRAME SILL ADAPTER
#4137, 6063-T6
� � ,062
�1.403�
17 FIXED MEETING RAIL
#4054B,6063HD-T6
2. 26
�9
.062
37 SASH SIDE RAIL
#4126, 6063-T5
678
1.115-
56 GLAZING BEAD, 7/16"
#985C, 6063-T5
(USED W1 GRILL KIT)
1--1.513-+11
.738 O SASH STOP COVER
#4053,6063-T5
I--2.784�j
1.363
.062
13 FLANGE FRAME JAMB
#4002A,6063-T6 -
050
.878
1.096 1 -
53 GLAZING BEAD, 5/16"
#4039B,6063-TS
'683 .050
1.097
59 GLAZING BEAD, 13/16"
#4067,6063-T5
'0 TECHNOLOGY DRIVE CA I KVJ/ VIYS
NOKOMIS. FL 34278 nk
P.0. BOX 1979 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
NOKOMIS, FL 34274 Vcstbly Better cwx BwA RrI Ha1f s 7 e xa-
11 4127-10 E
PRODUCT RGVISED'
as eomplyinE %ith Uw Florida
Building Code
tmpNo 1, - 1
o jado ro ueteontra
M,
��P���''�\CENSF''•,,,.P
STATE OF
ZORIOP
%sS�ONAL E�.��•
A. LYNN MILLER. P.E.
P.E.068705
arvanvK QUANTITIES, XOX (1144/2414) WINDOWS TABL
GLASS TYPES A,B,C,G,H,I GLASS TYPES D E F J K L
ANCHOR TYPE 2,3, WOOD I 2, CONC I 1, CONC 2,3. WOOD 1 2, CONC 1, CONC
WINDOW SIZE HEAD & SILL 'D HEAD & SILL M I HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL
V H ->
53.125x 38.375 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 #321C2
2+1+C2+1 2
48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2r1+C2r1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 C2+1 3
50.625 1+C2+1+C2+•1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 +1 3
54.00D 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
60.000 1+1+C2+14C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+
C2+1 3 1+C2+1+C2+1 3
63.DD0 [1+C�2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2r1+C2+1 3 1+p+1+p+1 3
60.000 x 38.375 1+C2+1+C2+1 2 1+(:2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2
48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3
50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+p+1 3
59.000 1+C2r 1+C2+1 3 1+C2+1+Cy+1 3EI+C2+2+C2+1
3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3
60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+2+p+1 3
63.000 1+C2+1+Cp+1 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+2+C3+1 3
74.000 x 38.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2
48.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 3 1+C2+2+C2+1 3 1+C2+2+C2r1 3 1+C2+2+C2+1 3
50.625 1+C2+2rC2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3
54.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2r2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 31 1+C3+2+C3+1 3
60.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3
83.D00 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+p+2+p+1 3 1+p+2+C3+1 3 1+C2+2+C2+1 3 1 1+C3+2+p+1 3
84.000x3B.375 1+C2+2+C2+1 2 1+CZ+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2
48.00D 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3
1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 i+C3+3+C3+1 3
50,625 1+C2+2+C2+1 3 1+C2+2+C2+1 3
1+ 1+C2+2+C2+1 3
64.ODD 1+C2+2+C2+1 3C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3
60.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+pr2+p+1 3 1rC3+2+p+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3
63.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+p+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3
106.375x 39.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2
48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 EI+C3+3+C3+1
C3+3+p+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3
80.625 C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3++1 3 1+p 3 1+p+3+p+1 3 I 1+p+4+p+1 3
54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+p+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 31+C4+4+C4+1 3
80.000 1+pr3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+p+3+C3+1 3 1+C4+4+C4+1 3
63,000 1+C3+3+p+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+Cq+3+C4+1 3 1+C5+4+C5+1 3
I11.000x 38.375 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C243+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2
48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+p+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3
50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+p+1 3 1+p+3+C3+1 3 1+C3+4+C3+1 3
54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+p+3+C3+1 3 1+C4+4+C4+1 3
80.OW 1+p+3+p+1 3 1 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+p+3+C3+1 3 1+C4+4+C4+1 3
_63.000 1+¢3+3+pr1 3 1+C2+2+C2+1 3 1+C4+3+C4r1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 4
'O TECHNOLOGY DRNEI
R
u=
NOKOMIS,
P.O. BOX 1529
NOKOMIS, FL 34274 V[r/bly Bgff r
NOTES:
I. ANCHOR TYPES:
1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - 412 STEEL SCREWS (G5)
2. GLASS TYPES: QD
A 5/16" LAMI - (1/8" A,.090,1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30
B. 5/16" LAMI - (1/8" A,.09o,1/8•' HS) FT, GLASS TYPES G - L SHALL HAVE A
C. 5/16" LAMI - (1/8" HS,.090,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND
D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. .
E. 7/16" LAMI - (3/16" A,.090, 3/16° HS)
F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS)
G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 31W SPACE, 5/16" LAMI - (1/8° A,.090,1/8" A)
H.13/18" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS)
I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.09D,1/8" HS)
J.13/16' LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090, 3/16" A)
K. 13/16" LAMI IG -118" OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16- HS)
L 13/16" LAMI IG -1/8° OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS)
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE.
25 3/4" MAX, FROM CORNERS.
JAMBS: 9' MAX. FROM CORNERS AND 221/2" MAX. O.C.
TABLE KEY:
X O X
1+C3+4+C3+1 .3 -ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITY.
A CLUSTER OF -(3) ANCHORS CENTERED
AT EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (4) ANCHORS AT FIXED SECTION.
(12) ANCHORS TOTAL AT HEAD AND SILL.
(3" MIN. O.C. ANCHOR SPACING)
26 3/4" max.
--�{ [---3° MIN.
9" REF. X 0 X
PRODUCE rLEVISED
MTG. RAIL, TYP. as-- yingWithIlmFlorida
Building Codo
EXAMPLE CLUSTER W/ QTY.OF (3) ANCHORS Acmpto"o - ,�q.
(SHOWN IN TABLE KEY ABOVE) la Da 7
Y
.vtiatnl Dado Product Contra
25 3/4" MAX.
I1 1/2" TYP.
h-3" MIN. 111 t 11117
9" REF. X O X ��pN4 LYNN
No.56705
MTG. RAIL, TYP. - -
EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS
" _
A f1
T
0 STA E F
ANCHORAGE SPACING XOX 114-112--114 '� FCORI it,...•.
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 1/ �0NAI1- E�G` `
--ft b eonc awe 0. LYNN MILLER P.E.
rin7lo NTS 8 a 11 4127-10 E P,E46875
ANCHOR QUANTITIES
XOX
1/3-1/3-1/3
WINDOWS
TABLE
5
I NOTES:
1. ANCHOR TYPES:
1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREWS (G5) .
2. GLASS TYPES: D - -
a A. 5/16- LAMI - (1/8" A,.090,1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30
B. 5/16" LAMI - (1/8" A,.090,118° HS) FT, GLASS TYPES G - L SHALL HAVE A
21 C. 5/16" LAMI - (1/8" HS,.090, 1/8"HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND
3 D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED.
3 E.7/16"LAMI -(3/16"A,.090,3/16"HS)
F. 7/16' LAMI - (3/16" HS,.09D, 3/16" HS)
3 G.13118° LAMI IG -1l8' OR 3/18" A (MIN.), 5116° OR 3/8"SPACE, 5116° LAMI - (1/8° A,.090,1/8" A)
3 H.13/16" LAMI IG -118" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16"LAMI - (11W A,.090,1/8" HS)
3 I. 13/18" LAMI IG -1/8" OR 3/16" A (MIN.), 5/18" OR 3/8"SPACE, 5/16" LAMI - (1/8" HS,.090,1/8" HS)
2 J.13/16 LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI = (3/16" A,.090, 3/16" A)
K.13/18" LAMI IG -1/8" OR 3/18" A (MIN.), 3/16" OR 1/4"SPACE, 7l16"LAMI - (3/16" A,.090, 3/16" HS)
3 L. 13/16" LAMI IG -1/8° OR 3/16" A (MIN.), 3/16' OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3116. HS)
3
3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING -
3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE -
2 253W MAX. FROM CORNERS
3 JAMBS: 9' MAX. FROM CORNERS AND 221/2" MAX. O.C.
3 TABLE KEY:
X O X
3 1+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB
3
3 HEAD AND SILLANCHOR QUANTITIES
2 A CLUSTER OF (3) ANCHORS CENTERED
3 ON EACH MEETING RAIL PLUS(1)
3 ANCHOR AT EACH OPERABLE VENT
PLUS C ANCHORS AT FIXED SECTION.
3 � (9) ANCHORS TOTAL AT HEAD AND SILL.
3
3 (3" MIN. O.C. ANCHOR SPACING)
2 [--�}-25 314" MAX.
3 1 I Il'-3" MIN. '
3
3 9"REF' X O X
3 II
3 - PRODUCPREVISED
2 MTG. RAIL, TYP. a scomplyingurllhiI.FI-dda
Building Code
3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Acceplance No. - �44
3 SHOWN IN TABLE KEY ABOVE) ° ale
3 MI ado Plod ct` ntro '
3 25 3/4" MAX.
4 1 1/2" TYP
2 I--WMIN. Illllrlif
3 9" REF. LYNN
3 X O X `� �.•�'1,1GENgF'•. �ccly ii
3 _` / NO.58705 *'
4 MTG. RAIL, TYP.
4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS =-O . - -I' 1
z
o'-°'"
ANCHORAGE SPACING XOX 1/3-1/3-1/3 ��OP,[[��''• F[oa1D
not .�S1s ..,,,,,, •�G```�
ALUM HORIZONTAL ROLLER WINDOW IMPACT;O NAL
eigt ea,�s °•°°°�' o+"+ax".1111 1111
HR7f0 NTS 9 a 11 4127-10 E A. L p Eff 6euEBRS P'E'
ANCHOR TYPE
& SUBSTRATE
GLASS TYPES A,B,G,H
GLASS
TYPES C,D,E,F,I,J,K,
L
2.3. WOOD
2, CONC
1, CONC
2,3, WOOD
2, CONC
1, CONC
ZONES
ZONES
LANES
ZONES
ZONES
ZONES
WINDOW SIZE
W v H
HEAD & SILL
m HEAD'& SILL
.a,
mm HEAD & SILL
<
'm HEAD & SILL
'
HEAD & SILL
'
HEAD & SILL
'
48.000x 38.375
48.000
50.625
54.000
60.000
63.000
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+02+1
2 1+C2+1+02+1
2 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+02+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 7+C2+1+C2+1
3 1+C2+1+C2+1
1+C2+1+C2+1
3 l+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
53:125 x 38.375
48.000
50.625
54.000
60.000
63.ODO
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+t
2 1+C2+1+C2+1
2 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+G3+1
1+C2+1+CZ+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+02+1+C2+1
3 1+q+1+C3+1
60.000x 38.375
48.000
50.625
54.000
60.000
63.000
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1'3
1+C2+1+C2+1
1+02+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+t+C2+1
3 1+C3+1+q+1
3 1+C2+i+C2+1
3 1+C3+1+q+1
66.000 x 38.375
48.000
50.625
54.000
60.ODO
63.00D
1+C2+1+CZ+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+t+C2+1
1+C2+1+C2+1
3 1+C2+1+C2r1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+02+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+q+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+02+1
3 1rC2+1+C2+1
3 1+C2+1+C2+t
3 1+q+1+qr1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+t
3 1+C2+1+C2+1
3 1+q+1+q+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+q+1+C3+1
3 1+C3+1+C3+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
74.000 x 38.375
48.0.
50.625
54.000
60.000
63.000
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+0`2+1+C2+1
2 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+02+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C3+1+C3+1
3 11+C2+1+C2+1
3 1+q+1+C3+1
1+G2+1+C2+1
3 1+C2+1+C2+1
3 11+C3+1+C3+1
3 1+C3+1+C3+1
3 1 1+C2+1+C2+1
3 1+C3+1+C3+1
84.000 x 38.375
48.000
50.625
54.000
60.000
63.000
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1'3
1+C2+1+C2+1
2 1+C2+1+C2+1
1+C2+1+02+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+t+C2+1
3 1+C2+1+C2+1
3 1+C2+t+C2+1
3 1+q+1+C3+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C3+1+C3+1
3 1+C2+1+C2+1
3 1+q+1+q+1
i+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C3+1+C3+1
4 1+C3+1+q+1
3 1+q+1+C3+1
1+q+1+q+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+q+1+C3+1
4 1+q+1+q+1
3 1+C4+1+C4+1
86.437 x 38.375
48.000
50:625
54.000
60.000
63.000
H°rWey. Ms:
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1 1+C2+1+C2+1
2 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2r1
3 1+C2+1+C2+1
3 1+q+1+C3+1
1+C2+1+C2+1
3 7+C2+1+C2+1
3 1+C2+1+C2+1
3 14C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+q+1+C3+1
3 I+C2+1+C2+1
3 1+q+1+C3+1
31�'Sq
3 1+C2+1+C2+1
3 1+C3+1+q+1
3 1+C3+1+C3+1
4 1+C3+1+C3+1
3 1+C4+1+C4+1
+3
FmtSbIC
1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C3+1+C3+1
4 1+q+1+C3+1
3 1+C4+1+C4+1
J.J.
10/!7/11
E
NO CHANGETH/S
SHEET
tm0lEcnNOI ocrOrtivE
NOKOMIS, FL 34275
P.O. BOX152s
NOKOMIS. Fl.34274
�-
J.R.
R.
F.K.
S/ZO/1!
oar
4/f5/07
D
F°
C
ADDED
UPDATE
f6 CAP TO BETEMPFJ7ED
TABLES SELECT
+30FTNOTE
VALUES DUE
aiw
F.IG
M4
Y/2&V6
Gh dW •
J.J.
3/23105
lrts/b! Better
9
J
AML,MUK WUANTITIES,
XO & OX WINDOWS
TABLE 6
GLASS TYPES A,B,G,H
GLASS TYPES C,D,E,F,I,J,K, L
NOTES:
ANCHOR TYPE
2,3, WOOD
2, CONC
1, CONC
2,3, WOOD
2, CONC
1, CONC
1. ANCHOR TYPES:
& SUBSTRATE
ZONES
ZONES
ZONES
ZONES
ZONES
ZONES
1 -1/4° ELCO TAPCONS 2 -1/4• ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (GS)
WINDOW SIZE
o_j
rn
0)
2
p
�
m
2
p
6 55
(1)
2
❑
¢ 1
w
2
,j
O w
m
ca
(o
m
m
2. GLASS TYPES:
A. 5/16" LAMI - (1/8"A,.080,116°A) FOR INSTALLATION
V
W H
x oa
Q
,
x a1
Q
,
x olS
Q
'
ul co
x ,�
'
x ca
B. 5/16" LAMI - (1/8° A,.090,1/8" HS)
IN THE HVHZABOVE 30
FT, GLASS TYPES G - L SHALL HAVE A
37.000 x 38.375
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
C. 5/16" LAMI - (1/8" HS,.090,1/6" HS)
D. 7/16" LAMI - (3/16" A,.090, 3H6" A)
TEMPERED I.G. GLASS CAP. BOTH THE DP AND
48.000
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
E. 7l16" LAMI - (3/16" A,.090, 3/16" HS)
ANCHOR QUANTITY REMAIN UNCHANGED.
50.625
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
3
1+C2+1
1+C2+1
3
3
F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS)
G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16° OR 31W SPACE, 5/16" LAMI - (1/8" A,.090,1/8°
54.000
1+32+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
A)
H. 13/16" LAMI IG- 1/8-OR 3/16" A (MIN.), 6/16° OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" HS)
60,000
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
I. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5116" OR 3/8" SPACE, 5/18• LAMI.- (1/8" HS,.090,1/8" HS)
J. 13/16" LAMI IG -118- OR 3116-A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" 3/16"
63.000
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
A.090, A)
K. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/167 OR 1/4" SPACE, 7/10"LAMI - (3/16" A,.090, 3/16" HS)
48.000 x 38.375
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS)
48.000
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
2
3
1+C2+1
1+C2+1
2
3
3• WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
50.625
1+C2+1
3
1 +C2+1
3
1+C3+1
3
1+C2+1
3
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
1 +C2+1
3
1+C3+1
3
54.000
1+C2+1
3
l+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE.
60.000
1+63+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
JAMBS: 9" MAX. FROM C RNERSEAND 221/2" MAX. O.C.
63.000
1+C3+1
3
1+C2+1
3
1+q+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
TABLE KEY:
53.125 x 38.375
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
- X
48.000
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
2+C3+2 3 -ANCHOR QUANTITY PER JAMB
50.625
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
HEAD AND SILL ANCHOR QUANTITIES
69,000
1+C3+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
A CLUSTER OF (3) ANCHORS
60.000
1+C3+1
4
1+C2+1
3
1+C3+1
3
1+C3+1
4
1 +C2+1
3
1+C3+1
3
CENTERED ON THE, MEETING RAIL
63.000
1+C3+1
4
1+C3+1
3
1+C4+1
3
1+C3+1
4
1+C3+1
3
1+C4+1
3
PLUS (2) ANCHORS AT OPERABLE
VENT AND FIXED SECTION. (7)
60.000 x 338.375
1+C2+1
3
1+C2+1
2
2+C2+2
2
1+C2+1
3
1+C2+1
2
2+C2+2
2
ANCHORS TOTAL AT HEAD AND SILL.
48.000
1+C2+1
3
1+C2+1
3
2+C3+2
3
1+C2+1
3
1+C2+1
3
2+C3+2
3
(3" MIN. O.C. ANCHOR SPACING)
50-625
1+C3+1
3
1+C2+1
3
2+C3+2
3
1+C3+1
3
1+C2+1
3
2+C3+2
3
54.000
60.000
1+C3+1
1+C3+1
4
1+C2+1
3
2+C3+2
3
1+C3+1
4
1+C2+1
3
2+C3+2
3
rT
16 314" MAX.
-�{ {- -3"MIN.
4
1+C3+1
3
2+Ca+2
4
1+C3+1
4
1+C3+1
3
2+C4+2
4
63.000
1+C3+1
4
1+C3+1
3
2+C4+2
4
1+C3+1
4
1+C3+1
3
2+Cq+2
q
9"BETE.
X
O
66.000 x 38.375
2+C2+2
3
.1+C2+1
2
2+C2+2
3
2+C2+2
3
1+C2+1
2
2+C2+2
3
I
48.000
2+C2+2
4
1+C2+1
3
2+C3+2
3
2+C2+2
4
1+C2+1
9
2+C3+2
3
MTG. RAIL
onuC7'RwVISCD
50.625
2+C3+2
4
1+C2+1
3
2+C3+2
'3
2+C3+2
4
1+C2+1
3
2+C3+2
3
EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS
as
ffi wmplymg with Wel:loride
A�ceplm-No
54.000
60.000
2+03+2
4
1+C2+1
3
2+C3+2
4
2+C3+2
4
1+C2+1
3
2+C3+2
4
(SHOWN IN TABLE KEY ABOVE)
D81Q
2+C3+2
4
1+0+1
3
2+C4+2
4
2+C3+2
4
1+C3+1
3
2+C4+2
4
63.000
1+C3+1
4
1+C3+1
3
2+C4+2
a
2+C3+2
4
1+C3+1
3
2+C4+2
4
183/4°MAX.
Miami Dnde Pro uct Centro
74.000 x 38.375
48.000
2+C2+2
2+C3+2
3
2+C2+2
2
2+C2+2
3
2+C2+2
3
2+C2+2
2
2+C2+2
3
rT
01 1/2" TYP.
-3"MIN.
4
2+C2+2
3
2+C3+2
4
2+C3+2
4
2+C2+2
3
2+C3+2
4Er
(t 1 I I r 1
50.625
2+C3+2
4
2+C2+2
3
2+C3+2
4
2+C3+2
4
2+C2+2
3
2+C3+2
4
9° REF.
•� F.
X
O
���� N� LYNN
�� q10..........
54.000
2+C3+2
4
2+C3+2
3
2+C4+2
4
2+C3+2
4
2+C3+2
3
2+C4+2
-4'
1��GENSF''•.
60.000
2+C3+2
4
1+C3+1
3
2+(5 +2
4
2+C3+2
5
2+C3+2
3
2+C4+2
4
MTG. RAIL
* No. 56705
63.000
2+C3+2
a
1+c3+1
3
2+C4+z
a
z+c4+2
5
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4
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NOTES
MAX. JJJJJJ
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DETAIL A NOTE 2 DETAIL. B
TYPICAL FLANGE FRAME HEAD SECTIONS
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO
1 TAPCONS EMBEDED 1 3f8"MIN. OR 1/4" SS4 CRETE-FLEX EMBEDED 1 314" MIN.. MINIMUM DISTANCE FROM
MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD.
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX WITH
1 #12 TRIMFIT HEAD.
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
114 THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.
MAX. JJJJJ WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD
SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM
OF 1167 THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A
#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE
RESPECTIVE DESIGN PRESSURES AND
1 f4" ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED.
MAX. �--
SHIM 1 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER
MIN. N. 1/4" MAX. SHIM —j I� 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
I I I (1.5 KSI CMU)
^° OR
PER NOTE 1
O ' ` (3.4 KSI CONCRETE)
WOOD CONCRETE
ANCHOR, ANCHOR,
NOTE2 NOTE 1 1 3/4" a EXTERIOR' INTERIOR �%
4 •MIN. E.D (HEAb & SILL DETAILS A B, C, D, G 8 H)
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2x WOOD BUCK, NOTE 3 lx WOOD BUCK, NOTE.3 SEE NAIUNI
DETAIL E DETAIL F INTERIOR
(JAMB DETAILS E, F & 1)
TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR
CONCRETE
ANCHOR,
NOTE 1
WOOD
ANCHOR,
NOTE
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DETAIL C BUCK, DETAIL D
NOTE 3
TYPICAL FLANGE FRAME SILL SECTIONS
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