HomeMy WebLinkAboutSUBMITTED PAPERSPermit Number:
t Y - FY3�Yox18r`iK,ryT,�h :' . � 7 .t . I I U' (� •_ �V��
--'St. Lucie Count
Y
® SCANNED Building & Zoning Department
BY 2300 Virginia Avenue Cteit ' 22cs
t. Lucie County Fort Pierce, FL 34982
772-462-1553
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
SEE REVERSE SIDE FOR INSTRUCTIONS DATE:
I. LOCATIONISITE ADDRESS: __9.0 q 0- �Q-Ge 4\-2- t �,, z
2. PARCEL ID NUMBER: oa. -• Q0 k C)
SECT l I TWP I (ry I RNG ]� MAP ��I l ZNG C LU I )j 1 I INIT
',E4 iJG�
3. DESCRIPTION OF PROJECTOR WORK ACTIVIT
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER
5. OWNERS �IN�F�O/RMATION
Name: l 11.7 1ke �� ��2•� �J
City: C o��State: LOp,
-Vzok
Zip: Z Phone: —L � f- a
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #:. C Ti L Irj () � 3
County Cert #: C�11+01
Business Name: Ef 13�x l A , 1
7. VALUE OF CONSTRUCTION: $Q�s FEES DUE: IS Lk
RECEIPT: — —7 V
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 pplicable laws regulating construction and zoni
\Z O '
4
RIN QUALIFIERS! WNERS NAME SIGNATURE O LIFIE OWNER
STATE OF FLORIDA, COUNTY OF —,
ACKNOWLEDGED BEFORE ME THIT = DAY OF 20A-.--, BY _Q22(A-11 Sao U"WHO PERSONALLY KNOWN TOME R WHO
HAS PRODUCED AS IDENTIFICATION.
iA Q- &P eq-I j g U 'h"o
TYPE OR PRINTNAMHa NOTARY
L4A%%M10NA1�t333066 I COMMISSION NUMBER
EXPIRES: October 22, 2012
BmW ilea Notary Pugs Wdenvt M
M IAMPDiADE
1 I-DADE COUNTY, FLORIDA
T -DADE FLAGLER BUILDING
BUILDING CONE COMPLIAN OT LF C0140F AGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) ww-w miamidade goc/buldinzcode
Amarr Garage Doors. —
165 Carriage Court
Winston Salem, NC 27105
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and
accepted by the Board of Rules and Appeals (BORA) 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 Division
(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. BORA reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Division 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 Cbde,
including the High Velocity Hurricane Zone.
DESCRIPTION: Models 95016551000 & 2000 Steel Sectional Garage Door (16' Wide)
APPROVAL DOCITMENT: Drawing No. iRC-9516-169-26, titled "Model 950 Heritage, Model 655 Oak Summit,
(24 GA) 1000, 2000, Short, Long; Flush and Bead Panels", sheets Ithrough 3 of 3, prepared by Amarr Garage Doors,
Miami -
dated 03i12;03, with revision A dated 06/09108, signed and sealed by Tomas L. Shelmerdinc, 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 Division.
MISSILE IMPACT ILA,TING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise not$d 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.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels tinder
this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM
E-8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year,
the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected
from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only tails
with yield strength of 32,000 psi or more shall be used to make door panels for Dade County under this Notice of
Acceptance.
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 emireiv.
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 #f 08-0718,03 and consists of this page l and evidence page E-I, as well as approval document
mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
MIAMI•DAD15 COLD rr NOA No 09-06114.05
Expiration Date: September 4, 2013
Approval Date: July 15, 2009
i25Ic ",IPagc 1
l d 86E6-889-699 iu1Z0.I:d aeosp d90:Zl, 6l CO qe-I
Amarr Garaae Doors
NOTICE OF ACCEi PTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted underNOA # og-0718.03f'
1. Drawing No. IRC-•9516-169-26, titled "Model 950 Heritage, Model 655 Oak Summit
(24 GA) 1000, 2000, Short, .Long, Flush and Bead Panels", sheets lthrough 3 of 3,
prepared by Amarr Garage Doors, dated 03/12/03, with revision A dated 06/09108,
signed and sealed by Thomas L. Shelmerdine, P.E.
B. B. TESTS "Submitted under NOA # 08-0718.03"
1. Test reports an 1) Uniform Static Air Pressure Test; Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 16'x 7' Model 950D
Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American
Test Lab, Inc., Test Report No. ATL 031.1.01-03R, dated 06/22/06, signed and sealed
by David W. Johnson, P.E,
2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report
No. 3DM-297, dated 04/09/03, signed by Robert Kelly.
3. Test report on Salt Spray per ASTM B 117 of painted 040 galvanized coated panels,
prepared by ETC Laboratories, Test Report No. 47-816-20337.0, dated 03/24108,
signed by Joseph L. Doldan, P.E.
C. C. CALCULATIONS "Submitted under NOA # OS-0718.03"
I. Wood jamb attachment to structure calculations, prepared by Structural Solutions,
P.A., dated 06125108, signed and sealed by Thomas L. Shelmerdine, P.E.
D- QUALITY ASSURANCE
I. Miami Dade Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance with FBC 2007, issued by Structural
Solutions, P.A., dated 04/27/09, signed and sealed by Thomas L. Shelmerdine, P.E.
"Submitted under NOA # 08-0718.03"
2. Statement letter of code conformance and no financial interest, issued by Structural
Solutions, P.A., dated.06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E.
G. OTHER
1. Notice of Acceptance No. 08-0718.03, issued to Amarr Garage Doors, approved on
08/21 /08 and expiring on 09/04/ 13.
Carlos . Ut era, P.E.
Product Coatrol Examiner
NOA No 09-0604.05
Expiration Date: September 4, 2013
E-I Approval Date: July 15, 2009
z d 86e [-889- 6 99
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1TINJU YT TAPCRI 1/1' % 9-3/4' S7MIVIC a' FROM MMS. USE PAD.J OF
FASTEMS (3• APAA77 AT lfF O.C(1 1/4' EUB. NT)
%? G3 TR T BOLTS CM BE CWHTTRSU`M TO PRO OE A nbSN UOUNTVID SURFACE.
.pFW-ARM ICH OF TIOLV JAM BT OTw I
•WHVUU ANOM MOE 013TAmee S-S 4'
ANORA ALLO'AAtE LOAD HAS 710I i? WCRE •' @Y 337 oUl TO SHORT nYE
DVRAn LOAONO —
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MODRf, RDO METAOL 194 CA) 1e00, 2000
SHORT. WHO. FLAW, AND BBPAXALS
94 ORW DT U1 EX 4T/1!/Ol (R V9 NA0.
B o1DR91e 4 a[ DAR,w IRC-9516-16!
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TABLE 1
TABLE 3
INTERIOR OF CARAQE
AIAK WPM Ia'U'
OESI06 LOADSJTTTT'Tj jTj'"1� SPEC-FICATIONS AND NOTES
+785.4 l85/F/FT •-'-'-S-EE�RO-TES-2�� t �
®-3E4.4 L3S/F7 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VMTiCA_ TRACK,
TH�ORIZOf AITALKJAMMB LOAD
HEADER RECE#WSND POR17OtN OF NE LOAD
TRANSFERRED FROM THE DOOR.
2. EACH MYTICAL UAMOS RIECE14ES MAlOT4UM DESIGN LOADS DF;
+300.4 LBS/Fr a -394.4 LES/FT
3. DOOR AHD HAP,DWARE WdL BE DESIGNED, MANUFACTURED
AND INSTALLED NTTH STANDARDS AS SET FORM BY DASNA.
4. DOOR SECTIONS SRHl BE 24 GA. (.024J MPN, EXTERIOR SXIH
ROLLED FORMED, C-40 GALVANIZATION W/ 9AXED ON PrLw..5TER FINISH
S. DOORS ITPTO PO' HRif CC,"%'sT OF (4) SECTIONS AS SHOWN.
USE SECTION
PaQtnt ICT QR VI."EV 6. (ODRS OVER (4) SECTIONS ¶ONS REFER TO TABLES T AND 3
o mMpp.,"A � Q, M i& 0!f PACE 2
nwln�nut..A: 7• SUPPORTINO STRUCTURAL F'LixENTS SHALL BE DESIGNED
A«rPlurc µQ`I I[•0 s' BY A flECSTREO FRf7f1:5$IONAL EN g:,ES, FOR VAND LOADS
EAC�um �13 INDICATED ON 'MIS DRAWNC IN ADDtDEgNN OTHER LOADINGS.
®I _ ®B. ME METHOD OF TESTING WAS IN SUBSTANTIAL CONFORYANGE
f'n,W' c1CcRKO1 f0rh THE AND BURDI. 0 COOURES DEscRiE PADTD $AS ASTM E23 032. AQCE 2'05,
9.
COILS TM SEDTO FABRFCA�TERrS
D00R PpTHE �SFACOTU� ITS DIKE TESTING
ACCEPTANCE.
ALL
NCE.
pDOTR1L.TTtEY)IjF1l A MINIMUM CF 2 SFECIWENS SNLLL BE CUT ROU EACH COIL AND TENSILE
d pl womeFieft TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAST
Ao w d SELECTED AND PAD Rr ME NANUFA=RER. EVERY 3 MONTHS. 4 TIMES A
EPO THE ITH CON'MK' SHALL LAM TO THIS OFFICE A COPY OF THE TEST
��awa REP nRTS WITH CONFIRWngN THAT ME SPECIMEN, HERE SELECTED FROM
SSTTATEMENT FROM 'HE VMUF CTURDER THAT Q YR1611S WrtNA11Elp $'pER1GTH
TTY OF 32.000 PSI OR MODE SNAIL BE USED TO A+AIfC ODOR PANELSYIELD
FOR DNE
TABLE 2 Lnmd COUNT' UNDER THIS NOTICE CF ACCEPTANCE.
DOOR SEG110N HEIGHTS
HEIGHT Ban Q n #q 7:..
21" 21" 21"21" 21" 21" 21" 21"21" 21" 21" 21" 21" 18 iB' 21" 1$ 0' 21" 21" 21" 1S' 18' 18' 18' 21"
12' G' 21" 18 18' 18' 18 18 +ie.a PSI,
' 18' 21" -49.3 PST
21" 21" 21" 210 21" 18' 21-
11' 6' 21" 21" 21" 16' 18' 18' Tan
11' 0" 21" 18' 16 IT W 21" LARGE YKS.L \
1U 8 21" 21" 2i" 21" n/PACT 3
21" 21" I
10 U' 21" 21" 21" 1B' 16' 21" RESISTANCE
SB' 21" 18" l8' 1S' 18' 21"
of 0' le! i8" 1B' 18 18" 1S
8 5' 21" 21" 21" 18' 2karr
Dt w IN OJ W.a W IP Dust LAM
°E°ID� Ae aE rJMAT IRC-9516-169
t IMAS L XWW Ft Ic a, Tame Is , , ,
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Feb
a01 11 07,48a Oscar Frozini \ 561-688-13Q03, p,10
MI®DARE
NUEWING CODE COMPLIANCE OFFICE (RCCO}
PRODUCT CONTROL DIVISION
- CIDA01RFLAR
AGEBML
1AIRSUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375 2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE Q! OA) www•miamidade,eov/huildinecode
PGT Industries, Inc'
1070 Technology Drive
Nokomis, 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 by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and
other areas where allowed by the Authority Having Jurisdiction (AHI),
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control
Division (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 AW may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division 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 "AR-710" Aluminum Horizontal Roller Window — L.M.I.
APPROVAL DOCUMENT: Drawing No.4127,10, titled "Alum. Horizontal Roller Window, impact",
sheets 1 through I 1 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT
Industries, Inc., dated 0811012007, signed and sealed by Robert L. Clark, P-R, 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 Division.
MISSILE IMPACT RATING: Large MisAe and Small Missile Lnpact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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.
INSPECTIOiV: 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. 06-0405.06 and consists of this page 1 and evidence pages lf1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Manuel Pcrmz P.E.
NOA No 07-0815-09
Expiration Date: December 21, 2011
Approval Date: January 03, 2009
Page 1
Feb 01 11 07;48a Oscar Frozini 561-688-1 �'°� p.11
E
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through 11 of 11, dated 02/2812006 with the latest.revision "C" dated 04/1512007,
prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L.
Clark, P.E.
B. TESTS
1, 'Pest 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 07118/2007, signed and sealed by Carlos S. Rionda, P.E.
2, Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
Along with marked -up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858, dated 03/0812006, signed and sealed by Edmundo
Largaespada, P.E.
(Submitted under NOA# 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) rater Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
Along with marked -up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4859, dated 03108/2006, signed and sealed by Edmundo
Largaespada, P.E.
(Submitted under NOA# 06-0405.06)
ivianuel Pe
Product Control E M. r
NOA No U7.0 .09
Expiratiort Daie: December 21, 2011
Approval Date., January 03, 2008
E -1
Feb 01 11 07:49a Oscar Frozhi 561-688-1';oA p.12
PGT Industries, Inc,_
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor Calculations and structural analysis, complying with FBC-2004, prepared by
PGT Engineering, dated 10/26106, signed and sealed by Robert L. Clark, P.E.
Complies with ASTM E1300-98 and 02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont
Butacite PVB Interlayer" dated 01105/2006, expiring on 1211112010.
2. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for their' Saflex HP a
polyvinyl butryal interlayer for lamination of glass" dated 05122/2003, expiring on
0411412008.
F. STATEMENTS
1. Statement letter of compli ance, and no financial interest, dated 08110/2007, signed and
sealed by Robert L. Clark, P.E.
2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration
Testing Laboratory, Inc., dated 07118/2007, signed and sealed by Carlos S. Rionda,
P.E.
2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859,
issued by Fenestration Testing Laboratory, Inc., dated 03108/2006, signed and sealed
by Edmundo Largaespada, P.E.
(Submitted under NOA/f 06-0405.06)
G. OTHER
1. Notice of Acceptance No. 06-0405.09, issued to PGT Industries, Inc. for their Series
"A1urn. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on
12/2112011.
Manuel Perez, .. ,.
Product Control FxanAQW
NOA No 17-0815.09
Expiration Date: December 21, 2011
Approval Date: January 03, 2008
E -2
GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW
. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. 5/16" LAMI CONSISTING OF (2) LITES OF 118- ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV8 INTERLAYER.
B. 5^6" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENG T IiENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE
MAXIMUM PVB INTERLAYER.
C. 511W LAM[ CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXlKEEPSAFE MAXIMUM PVB INTERLAYER.
D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
E. 7ft' LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP
MAXIMUM PYS INTERI-AVER•
F.7118' LAM) CONSISTING OF (2) LITES OF 211E HEAT STRENGTHENED GLASS WITH AN ,090 DUPONT BUTACITE DR SAFLEXIKEEPSAFE MAXIMUM PVA INTERLAYER-
G. 13/16- LAM] IG: (1) LITE OF 1/6" OR 3116" ANNEALED (MIN,) GLASS, 5/16' OR 318' AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A
.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
H.13/16" LAMI IG: (1) LITE OF 1/8' OR 3116" ANNEALED (MIN.) GLASS, 6116" OR 3fB" AIR SPACE AND 5118" LAMI CONSIS71NO OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE
OF 1/8" HEAT STRENGTHENED GLASS WITH A ,090 DUPONT BUTACITE OR S-.FLEXIKEEPSAFE MAXIMUM PVB INTERLAYER,
1.13/16" LAMI IG: (1) LITE OF 1/8" OR 3116' ANNEALED (MIN.) GLASS, SM6" OR 318" AIR SPACE AND 6fl6' LAMI CONSISTING OF (2) LITES OF 110` HEAT STRENGTHENED GLASS
WITH AN .090 DUPONT BUTACITE ORSAFLEWKEEPSAFE MAXIMUM PV8 INTERLAYER.
J.13116" LAMI IG: (1) LITE OF 118' OR W16' ANNEALED (MIN.) GLASS, 3116' OR 114' AIR SPACE AND 7115" LAM) CONSISTING OF (2) LITES OF 311V ANNEALED GLASS WITH AN
.990 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV8 INTERLAYER.
K. 13/16' LAMI IG: (1) LITE OF 118' OR 3/1W ANNEALED (MIN.) GLASS, 3/16' OR i/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 311W ANNEALED GLASS AND (1) LITE
OF 3116' HEAT STRENGTHENED GLASS WITH AN .D90 DUPONT BUTACITE OR SAFLEXiKEEPSAFE MAXIMUM PVB INTERLAYER,
L.13116' LAMI IG: (i) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3116" OR 1/4' AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS
WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE 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 TABLFS ASTM E 1300-02,
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA:3LES ASTM E 1300.02.
4. ANCHORAGE: 7HE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED,
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKT_T.
A7. REFERENCES: TEST REPORTS FTL"4WS. FTL-4859 AND FTL-5330.
ELCO TEXTRON NOA: 04-0721 01, 03-0225.05
ANSI/AFBPA NDS-2005 FOR WOOD CONSTRUCTION
ADM-9005 ALUMINUM DESIGN MANUAL
�8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CUf,F�ENT-EDI.TiON 1N0A UD1NG THE HIGH VELOCII Y
HURRICANE ZONE (HVHZ). 2
F77 i.7J0 TO NOTES I d GNG NOTE H TO CURR✓; NT EDIT.
1070 TEi,e-WJL03Y ORivE
YGE TOAST&V E 13R0.oz NOW: US, -i. 34215
AIR SPACE DIM. NOTE;. TECH. REF. NOTE: / e NOTP fi a.e 5t0% I'129
"---" Nl0'.V. 3 FL 34274
3ENER4L NOTES'
ILUM. HORIZONTAL ROLLER WINDOW, IMPACT
x ry q.Z.
SHEET
GENERAL NOTES .............
1
GLAZING DETAII.S............
2
DESIGN PRESSURES.......
3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS ............
5
PARTS LIST .......................
6
EXTRUSIONS-.. .......
7
CORNER DETAIL ..............
5
ANCHORAGE ....................
8-11 1
ITC—!;tJCT EiLVISED
t;ye,.q ME a the Flmda
A:.
L''.; iiti3;: Pak /
By
1diam' A ftdw Conti
Dici ,on
/ 1
Rc t L. (;lark, F.E.
PE A�,39712
Slruc:uml
O
lA
2
-TI
O
N.
a
w
1/2" NOM.
GLASS BITE
60,61,62
118" ANNEALED OR HEAT STRENGTHENED GLASS
.1190 SOLUTLA OR DUPONT PVB INTERLAYER
11B" ANNEALED OR HEAT STRENGTHENED GLASS
6/16" NOM.
6/16" LAMINATED GLASS
112" NOM.
GLASS SITEVt - - 7— {
66,67,68,69,70,71
118' ANNEALED OR HEAT STRENGTHENED CLASS
47.090
SOLUTIA OR DUPONT PVB INTERLAYER118"ANNEALED OR HEAT STRENGTHENED GLASS
5/16"LAMINATED
S1i6"OR 318' AIRSPACE
118" OR 3116"ANNEALED (MIN.) GLASS
13116" NOM.
13/16" LAMI IG GLASS WI 5/16" LAMI
c
2128106
-
-n
m
0-
0
50
�L
o
"
m
EXTERIOR INTERIOR
112' NOM. (ALL SECTIONS)
GLASS BITE
p
N
63,64.65
d
3116' ANNEALED OR HEAT STRENGTHENED GLASS
�.
090 50LUTIA OR DUPONT PVB INTERLAYER
3116' ANNEALED OR HEAT STRENGTHENED GLASS
I� 7116" LAMINATED
7116" LAMINATED GLASS
11E" NO{N.
GLASS RITE
I
f �---72;73,74,75,76,77
3110' ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
-- 3116' ANNEALED OR HEAT STRENGTHENED GLASS
7116' LAMINATED
3/16' OR 114" AIR SPACE
118' cr 3116' ANNEALED (MIN.) GLASS
13/18" NOM.
13/16" LAMI IG GLASS Wl7/16" LAMI
U. •
1U70TECH010LC II Flwz- GLAZING RETAILS
NOIcO;ArS. PL 34275
P.o sox lsza ALUM. HORIZONTAL ROLLER
NOM.ON5. FL 342/4 ll,--ably 13r1!cr +— aw+.w�..i :nua
rlR7ta `FUl1 2 x 11
'DOW, IMPACT
rrn
4727-10 _ C
hRODLS:T RT:VISt:D
o'1
B,:r.�-.,.
Accq!:.: •:: do 0 8 b
0)
CD
BY
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C q
R A L. Clzrl:, P.E.
PE .1,9712
Structural
TABLE 1.
FIN WINDOWS (FLANGED
SHOWN. FIN WINDOWS W1 SAME DLO ARE 1"
SMALLER)
XOX (114,112,114)
FLANGE
OR INTEGRAL
WINDOW
GLASS
WINDOW HEIGHT
60"
63"
WIDTH
TYPE
26"
36"
38 316"
48" 50 518"
$¢"
84"
A B,G,H
t60.0 -60.0
+6D.0 -60.0
+60.0 -60.0
+60,6 -60.0 +60.0 60.0
+60.0 60.0
+60.0 -60.0
+60.0
60.0
g6"
A,B,GH
+60.0 -60.0
+60.0 -60.0
+00,0 -60.0
+60.0 -60.0 +%0 -60.0
+60.0 -60.0
+68.8 -50.8
+56.2
-56.2
106318"
,
A,B,G,H
,
+60.D •6D,D
+60.0 -60.0
+60.0 _60.0
+60.0 -6D.0 +00.0 -60.0
+60.0 -50.0
+55.2 -56.2
+52.3
-52.3
108"
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
+54.6 54.6
+51.7
51.7
111
P+6-
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
+59.5 -59.6
+53.6 -53.6
+50.9
-50.9
-60.0
UP T0111"
Q I
UP TO 111" D,E,F,
J,K, L
+75.0 1 -75.0
TABLE 2.
:OX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER)
WINDOW GLASS WINDOW HEIGHT
ALL HEIGHTS UP TO 63"
WIDTH I TYPE
TO867116" GHi
TO967116"I
+60-0 1 -60.0
+75.0 1 -75.0
TABLE 3.
OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN.
FIN WINDOWS WI SAME DLO ARE 1" SMALLER)
WINDOW
GLASS
WINDOW HEIGHT
60"
-
63"
WIDTH
TYPE
26"
36"
38 31B"
48"
505181,
34"
60"
A,B,G,H
+76.0 -75.0
+75.0 -75,0
+75.D 1 -75.0
+75.0 -75.0
+75.0 -75.0
+75.0-75.0
+75.0 -75.0
+75.0 1 -75.0
66"
A,B,G,H
+75.0 -75.0
+75.0 -75.D
+75.0 75.0
+75.0 •7b.0
+75.0 -75. 0
+75.0 -75.0
+74.2 -74.2
+70,2 -55.2
TV
A,B,G,H
+75.0 -75.0
+75.0 -75.0
+75,0 -75.0
+75.0 -75.0
+75.0 -76.0
+75,0 -75.0
t69.6 -69.6
+05.2 •65.2
74"
A,B,G,H
+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 -63.6
+75.0
-75.0
1 UP TO74"
GLASS TYPES: TEST REPORT FTL-4858 (XOn, FTL-4859 (OX & XO) AND FTL-5330
A. 5/16" LAMI - (1/8" A, .090,118" A) G. 13116'LAMI IG-11W OR 3116"A. 5116" OR WF AIR SPACE, 5/16- LAMI - (118"A, .090,118"A)
B. 5116" LAMI - (118" A, .D90,118 HS) H. 13116" LAMI IG-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5116" LAMI - (1/8"A, .090,1/8"HS) L
C. 5/16" LAMI - (1/8" HS, .090,18" HS) I. 13/16' LAMI IG-118" OR 3/1VA, 5116' OR 3/8" AIR SPACE, 5116" LAMI - (118"HS, .090,1/8"HS)
D. 7/16" LAMI - (3/16" A, .090, 3/1G" A) J. 13116" LAMI IG-118" OR 3116"A, W%' OR 114" SPACE, 7/16" LAMI - (3/16"A, .090, 3116"A)
E. 7/16" LAMI - (31.16" A, .090, 3/16" HS) K. 13116" LAMI IG-1/8" OR 3116"A, 3116" OR IM' SPACE, 7116" LAMI - (3/16"A, ,090, 3/16"HS)
F. 7116' LAMI - (3116" HS, .090, 3/16" HS) L. 13116" LAMI IG-1/8" OR 3/16"A, 311W OR 1/4" SPACE, 7116' LAM] - (3/15"HS, .090, 3116'HS)
S UPDATEAST&I F- 1300.02 DPS 1070 TECriNOLOOY URA
N F_ 1300-0P NOW113. Fl. 74276
29
GLASS i YT ES G THRU L. P.o, o0x l 34
NOKO'R1-1. FL3i771i
)ESIGN PRESSURES
�LL1M. HORIZQNTAL ROLLER WINDOW, IM;
NR710 IVTS 3 It vano�u 027.10
O
w
w
0
N
co
fC iwf:RIliL:C JF�
QO
PT
J
hf' rvducl Ol
�
Air ion
I o
a
! Robed . Ctark. P.E.
4
PE 93911?
SVuclural
?!IA/06
27 318"
MAX. DLO -- 54 5116" MAX. DLO FIXED —
VENT
ILI
27 318• 27 31ir
�+- MAX .ULD MAX. DLO a
VENT FIXED D 0
I, f
�' , : I it I I x/
0
O II i x I If x
r.. - 110• MAX. WIDTH I.F. FRAME
-- — 111* MAX. WIDTH FLANGE FRAME III
DETAIL 8 - XOX (114-112AA)
A
57 3ra•
MAX.
DLO ALL l
FIXED II
LITES
33 9116' MAX.
DLO FIXED C-r
85 7/161 MAX. WIDTH I.F. F
�+ -�86 71'W MAX. WIDTH FLANGE FRAME
DETAIL C - XOX (1)3-113-113)
_NOTE:
33 9T16• h1AX. i. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS,
DLO VENT
63' MAX.
! FLANGE
A FRAME
ALL
CONFIG.
013
DLOALL
SL VE
sz•
MAX.
! I.F. FRAME
r
O j
I x
ALL
{ CONFIG.
Ili
I I�j
I�
G �-MAX.
+--• - - WIDTH I.F.l.F. FRAME
73'MAX.-
�.«
—�
74' MAX. WIDTH FLANGE FRAME
DETAIL A - OX OR XO
nvo u:A
D 1 TE 4AL Fl F {{E D1h1E StON AN CO?
d.
CONSTRl1CTfUNDFrAft FR-ASNr
10701EDIINO!OaYORIVE
19
NU CHANGE riUS SHEET
t1Ot:OtalS. FI. 04270
.• mo
A
HO CH4NCE THIS SHEET
P.O. eOX 152.
NOROVi5, FL 31I74
'u.cai
are:
SEALANT OR GASKET
AT HEAD AND SILL
J ^ 15 I.F. FRAME
13 FLANGE FRAME
VIEW D•D A�,
(FRAME CORDER CONSTRUCTION)
ELEVATIONS
M1.
ALUM, HORIZONTAL ROLLER WINDOW, IM
:,'.•titres Lr b• SS.S O'iMg..
HR710 NTS 4 a 11 4127-10
A"
U1
0)
- q
E :�u::a71c Zell
Co
BY
°�°
1Warm Made t0duct CouuO
-,-J
lli i on
p
D
YZ96L. k, F.E.
PE ,T39712
Structural
a
0)
— INTERIOR 37 fk 32 35 _ 22 A
MAX
HEIGHT
FLANGE
FF7AME MAX
VaNT
DLO
MAX
FIXED
DLt7
MAX. VENT DLO
EXTERIOR
--=—� ►---- MAX. FIxCD DLo ----I---
MAX. WIOTIA (FLANGE FRAME) AP
�s SECTION a-B '7
(HORIZONTAL SECTION, XOX SHOWN WITH FLANGE
FRAME)
MAX_ FIXED DLO -- I---- MAX, VENT DLO --I
1 MAX. WIDTH (I.F. FRAME)
EXTERIOR SECTION A A
(HORIZONTAL. SECTION - OX SHOWN WITH INTEGRAL F)h1 FRAME)
/S'i
QY SECTION C-C &
[`Wti�
� SILL
(VERTICAL SECTION, FLANGE FRAME)
SECTION, I.F. FRAME)&
_(VERTICAL
oys
VISO?ADO
INTEGRALANF"(E.l E6r,'4r, QM043AND VIEWS.
io;oTr clvlourGrnruvEI-
0NocNrLVGE7xrs3liEki.
327GNOCHANOV
r
tHIS SNI &TP.O,212VOG
,3r<�3/t1d
HEAD
(VERTICAL SECTION, I.F. FRAME),L
SECTIONS
r::
ALUM. HORIZON7AL ROLLER WINDOW IMP
Soip4,IfoWPw.M
r+A;to fHal! 5 If 4127-1D
MAX. VENT DLO
m
is
0
0
V
Ul
Iy
O
U7
0
0
N
2+F�i'r.•; +=nil}1121: Ilntita
V t7f1 0o
By
hlil", S& 1 u Ixt Cun
9iri on
.I
Rabert L. Cll,it P.F.
?E ?597 12
T1 D3YCJ DINCRIPTION MATT PGr# npi AWGw RL1' DFSCRIPTIO?t MAT'L YGI'# 0
47U1. A 4,1Gf PRRMRHLAD 61X33T6AL 6)7Y37 fi6 CAASS 13t1b"1ANllIG-]l8"A,318"AIRSPhCr,5116"IAMl(1/8"A,A90PVIl,I/8"A) o
! 4025 SASH STOP STD.) (ANTI LIFT C1;P) 6W3-TS AL 612244 67 13/1b" I A�iI IG 1/8"A, 3/8"AIR SPACF, 5/16" LAMI(Ii8" A, .090 }'V4 1!$"HS)
!
PAN HEAD 7834A
4 P}}, A b8 )3116" LAMI ICr11VA, 3/8" AIR SPACE, 5/16" LAMI (118" KS, -090 PVB, 1/$"HS)
1 4053 #IB X 3/SAS]} 4I'llER(SASIi STOP) 60b3=T5 AL 69 13/16" I4MI IG3/16"A, 5/16" AIR SPACF,5116" LAMI i/8"A„1)90 PVA, .11R".� CD
5 4136 FLANGE FRAME.9 6063-T6 AL 64136 70 " 13/16" IAMI 1( -3/16"A, 5/16" AIR SPACE, 5116" LANi1(118"A, .090 PVB, I18"HS) J
1 4137 SIly1lDApl'UR 6063-1•6AL (A137 71 11116" LAMI ICr3/lb"[1,5/l6" AIRSPAC!~5116" Is1MI(l/8"HS,.09UPVB, 1/K"IiS)
B 4131 ItOLLFRTRACF 606346 Al. 64131 72 13/lG" LAMI ICrl/8"!\, 114" AIR SPACE 7J16" LAM} (3116",4, ,090PVA, 3/16"A
0 ?l298 WFFP HOLGCOVisR POLYPROP. 71299 73 33/16" LAMI ICrl/8"A, 1/4'' AIR SPACE 7l1G" 1 AM1(3/16"A, .aJO PVB, 311E"HS
2 162E ADHESiVLOPENCEILFOAMPAD 7PAD1626 74 13116" LAMI QC 1/8"A, 1/4" AIRSPAC; T16" 1 A1vt1 3J16"1LS,.t)90P1B,5116}I5) 0
13 4002 A FLANGEPRAMEJAMB
6063=1'6 [1L 612225 75 13/ 16" LAMI ICr3/16"A, 3/ IV A IR SPACE, 7I16" LAMI (3/ Ili' :A, .090 PVB, 3/I6"A) ri
14 1 4134 Gt1Slti1XFOR MAIN FlQVvfHS1LL.Joir'R' 74134W/K 76 " 13/16"IAMiIG3116"A,3/16" AIR SPACE, 7/16'LAMI3/16"A,.090PVB, 3/1611461
15 l l55 I<fl X 1.000 QUAD PN. SMS 781PQA 77 13/ 16" LAMI IG3/16"A, 3/ 16" AIR SPACI; 7116" IAMI (3116"HS, -090 PV13, 3116"11S) T
1b 4110 G#81C GNffiOR 3145-1}14 AL6063-7'S A I , ti4110G tX1 1U14 SCREEN 1''tA4fE (1-;OR. &. N.
17 4054 BD RAIL 6063HD-T6 AL 64054A 91 1630 SCRM C'URNM KEY 1V/RINPOLYPRUP.i9 40b6 'Y-,.0, FIN SEAL 64066(i 92 1631 SCREEN CORNER KEY W /OUT RING'S POLYPROP.
21 4105 SASHTOP & L3U'1'1'0M RAIL 6063 T5 AL, 617240 93 1073 SCKFEN SPRINU ST.ST.
22 I6$3 \YSTP.,,250 X .27013ACK, FiN SEAL 616R3G 94 i624 SCREEN SPLINE .135 DIA. FOAM E41 PVC
23 225.1 ROL- IJOUSTNCr & GUIllE 42112HD 95 1635 SCREEN SPLINE .135 DIA. HARD PVC'
24 226 BRASS ROLLER WHEELS BRASS 7BR3V1112 96 1 ISCRFEN Cum
29 4128 HORIZONTALROLLFRSAS H'I'OPGUME POLYPROP. 44128N
32 400E D SASH MFEI'ING RAIL 6063HS-T6 AL 6400E 2.710
33 1235 1 JWSTP.,.170X 270 BACK. PIN SEAL 67S16G
35 109E SWEEP LATCH DIE•CAS 1 7109E
36 101E 1 98 X .625 PH. FI, Slv}3 1959
37 4126 SASH SIDE RAIL 6063-T5 A L 64126 2.624
38 1683 WSTP,.250X 270 BACK, FI1�1 SEAI. _ 616M •082
39 7070 BL,'LB WEAITIFRS'fRV .187 X .275 67070K
40 LFrRAILCOVERCAP 74078"C"LGAR
41 4139 LF. MAME HEAD 6063-1'6 AL 64139 d I.F. i=RAA1fE HEAD
42 4140 I.F. FRAME SILL. 6063-TG AL 6"140 d 41li3e, 6083 rs
43 4141 I.F. FRAME JAMA 6063-T6.41- 64141 Q
50 C$AZINCi SILICONE, DOIV 899,995 ORE UIVA }NT
6TP2d7W1,K51 1224 VINYL U AZING BEAD BULB fHICK) � Iro.n
52 1225 V1NYLGAZINGSEA DBU1.9 MN) 2784 RLr dnct•�c,lr"+t•t. 'astu
�to
53 4039 B t,1,AZINGIIEAD-5/16" 6063=T5AL 640398 h
Acccpt�uccluo -
54 4044 B G`LAZ1NGBE4D-5/l6" W/GRILLKIT 6063-T5AL 644703
C)62 3.152 6.p'"ctw:,[hrc 2 / Za(/ r Oo
55 4222 A Ci-AZINGBEAD-7/16" 0063-TSA1, 64222 IIy
C3082 Mir-
59 Piuduu 'n D
56 985 C AZING BEAD - 7116" W/GRILL KIT 6063-T5 Al.,A6985 — i 568 L-4067 GI AZLIIG BI;1D - 13116" 60G3-1'S AL Cr1067
so c;[�s5, sn6" LAMI (1/8" A .490 rvB 1/$" A) 4g I.F. FRAME JAMB
61 " 91G" 1._ 0 #414I 6063 T4
62 5116" LAMI (1/8" HS, ,090 PVB,118" 11S)
63 7/16" LAMI (-,/I6" A. .090 PVB, 3/16" AL 2.710
64 7i I6" LAMI (3/16" A, .0401'VB, 3/16" IIS) 42 1.F. FRAME 51LL
65 7/I6" L4M1 t3116" HS, ,tJ90PVB, 3116" }•1S) ?14140, fi063T6
co
F.K. 41l5J07 C AOD1lERlSB7,42643 1C70rLCn'IiOt.cuYl3Rl•[E PARTS LIST
+���+r. One Fn,nvv P1oKOl,7;5,FL3J775
F IC rwllaw n NO CNANut THIS SHEET ALUM. HORIZON
TAL ROLLER WINDOW, IMPACT on I t . G1arh• P.E.
P a BOX 17a
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ANCHOR QUANTITIES, XQX (114-112-114) WINDOWS TABI.E 4
GLASS TYPES A.9,0,0,H,I GLASS TYPES D,E,F,J,K,L
ANCHOR TYPE 2,3, WOOD t, CONC 1 1, CONC 2,3, WOOD 2. CONC 1, CONC_
s SUBSTRAIS ZONES ZONES ZON S ZONES 7.Oh! ?ONES
Full
WINDOW SIZE HEAD & SILL J--�HEAD & SILL HEAD & SILL HEAD & S]LL N HEAD 8 SILL ' HEAD &SILL z
4 a
y� v H ¢ 5
a9.125x 33.375 1+C2t1tG2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2•+1 2 1+C2+itC2+1 2 1+C2+1+C2+1 2
48.0 0 V1 2+}+C2+1 3 1+C2+1+C2+1 3 1+C2+7+C2t1 3 1tC2+1+G2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1'2
50.W5 1+C2+1+C2+'1 3 1+1C2+1+C2+1 3 1+C2+ltC2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 A1CZ+1+C2t1
54.0W 1+C2+ltC2ti 3 1JC2+1+C2+1 3 1+C2+1+G2+1 3 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
GO.I100 1+G2+1+C2+1 3 1+C2+1+C2t1 3 1+C2+1+C7+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C24, +C'. 2+1
63tX1D 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1rC2+1+C2+} 3 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+p+1+C3+1
WD00x 3B.315 1+C2+1+C2+1 2 1+C'Z+1+C2+1 2 1+C2+1+C2+1"2 1+Cz+1+C2t} 2 li +-J+CZ+1 2}+C2+2+C2+1
48.000 1+C2+}+C2+1 3 1+C2+i+C2+} 3 1+C2r1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2tl 3 1+C2+2+C2+1
R0.625 1+G2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1tC2+1 3 itC2+1+C2+1 3 ItC2t14C2+1 3 1+C2+2+G2+i
54.WO 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+i 3 1tC2i2+c2+1
50,000 1+C2+1+02+1 3 1+G2+i+C2+1 3 1+C2+1+C2+1 3 1tC2+1+02t1 3 1+C2+itC2+1 3 1fC3+2+G3+i
63.WD 1+G2+1+02+i 3}+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+2+C3t1
74.000X 38.375 1+C2+2+C2+} 2 1+C2+ltC2+1 2 1+C2+2+C2+1 1 2 1+C2+2t= 2 1+C2+2+C2t1, 2 1+C2+2+C2+1
43.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+GZ+2+C2r1 3 1 tC2+2+CZ E1 3 1+C2+2a C2+1 3 1+C2+2+C2+1
50.625 1+C2+2+C2+1 3 1+C2tl+C2+1 3 i+C2+2+C2+1 3 1+C2+2+C2+1 3 i+C2+2+G2+1 3 1+C2+2+C2+1
54.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+21- 2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+-i
6o.006 ,02+2+C2+1 3 1+C2+1+C2.t1 3 1+CZ+2+C2+1 3 1+C2+2+C2+1 3 1+Ci+2+C2+1 3 1iC3+2+C3+1
63.WO 1+G2+2+C2+1 3 1402+1+C2+1 3 1+C3+2+C3+1 I 3 1+C3+2+C3+1 3 1+C2+2+C2+1j3 1+C3+2+C3+1
&1.000x 36.375 1+C2+2+C2+i 2 1+C2+2+C2+1 2 1+CZ+2+C2+12 irC2+2+( +1 2 1+C2+2+C2+1 2 1+C2+3+C2+1
0IA00 1rC2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 7+C2+2+C2+1 3 1+C?+2+C2r1 3 1+C3+3tC3t1
50.fi25 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2t1 3 1+C2+2+C2+1 3 ',+C2+2+C2+1 3 1+C3+3+03+1
54.000 7+5+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+C4+3tC4+*,
60.0W 1+C2+2+0211 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+'l 3 1+C2+2+C2+1 3 i+(A+3+C4+1
03.OW-C;2+9CZ+} 3 1+02+2+C2+1 3 1+C3-2+C3r1 3 1+C3+2+C3+1 3 1+02'2+C2+1 3 1+C4+3+C4+1I
105.375X36.376 1+62+2+(32+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+6+3+C2+1 2 1+C2+3+C2+1 2 i+C2+4+C2+1,
43.000 1+C2+3+C2+1 3 h+C2+2+C2+1 3 1+C3+3+03+1 3 11C3+3+C311 3 1+C2+3+C2+1 3}+C3+4+C3+1
50.625 1+C2+3+C2*1 3 1+C2+2+C2+1 3 i F+ +C3+1 3 1-C3+3+C3+1;3 }+C3+3+C3+1 3 1+C3+4+C3+}
M.000 1+C3+9+C3+1 3 1+C2+2+C2+1 3 t+C3+3+C3+1 3 1+C3+31M4 1 3 1+C3+3rC3+1 3 1+C4+4+C4+1
60.000 1+C3+3+0+1 3 1+C2+2+G2+i 3 1+C4+3+C4+1 3 1+04+3+C4+1 4 1+C3t3+C3kl 3 1+04+4+C4+1
63.00o l+Cara+C3r1 3 1+C2+2+C2+1 3 1+C4+3+Cq+1 3 1+G4+3+C4+1 4 1+C 4+3+C4+1 3 1+C5r4+C5+1
Ill-QWx 38,375 't+C2+3+C211 2 14C2+2+C2+1 2 i+C2+Wr,2+1 2 1+C2+3hC2+1 3 1+C2F3+G2r1 2 1+C2+4+C2+1
48.000 ltC2+3+C2+1 3 1+C2+2-+C2+1 3 1+C3+3+C3+1 3 1+c,3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1
50.625 1+C2+3+C2+1 3 1+C2+2+CZ*1 3 1+C3+3+C3+1 3 1+C,3+3+C3+1 3 1+C3+3+C3+iJ3 1+C3+4+C3+7
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+C3+3+C3+I 3 1+C4+-,+C4+1
50.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+i 3 1+C4+3+Cq+1 4 1rC3f3+C3+1 3 1+C4+4+Cart
63,000 'I+03t3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4*3+C4+} 4 1+C4+3+C4+1 3 1+C5ra+Cfi+1
F ".M.f na' AeNw+
F.K. 4/15/OT C 11Y11A7E TA91E 1.3ELFGT 1,1ALUeS OUF TO ANCHOR CAP. AOJ- tdTv'fEG,NOLOGv DRIVE
275
)W7106 9 REVISEANCHORAGEFUithT MT, HEAD d SILL allSTERS ,JOKCl415.FL 3-1:
F.K.
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5r13ri7G A ADD SPACE DIMENSIONS GLnsS TyP,ES G TI+RU L P.O. BOX 1.52r1fJOMOWS. FL :4414 V-wb4- D
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1. ANCHOR TYPES:
1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRFTE-FLEX 3 412 STEEL SCREWS (G5)
2. GLASS TYPES'
A. 5/ I6" LAMI - (1/8' A,.090, 1 /0' A)
B. 5!116" LAM[ - (118" A,.090, 1/8' HS)
C. 5116" LA411- (1/0" H5,.090, 118" HS)
D. 7MW LAW - (3116" A,.090, 3116' A)
E. 7/16" LAMI - (3/16" A,.090, 3110" KS)
F. 7116' LAMI - (3116" HS,.090, 3/16" HS)
Q. 13116" LAMI IG - 118" 0R 3/16- A, 5/16" OR 318" SPAGE, 5116" L NMI - (1i8' A,.090, 118- A)
H. 13/} 6" LAMI IG -118" OR 3116" A, 5116" OR 3/8' SPACE, 5118' LAMI - (1/8' A,.090, 1/B" HS)
1. 1 all6" LAM( IG - 1/8' OR 3116" A, 5116" OR SIB' SPACE, 6/16" 1AM1 • (ilB" HS„090,1IV, HS)
J. 13116"LANit IG -1/8" OR 3116" A, 3116" OR 1/4' SPACE, 7116- LAM] - (3116" A,.090, 3116- A)
K. 13/16" LAMI IG -118" OR 3N6" A. 3/16" OR 1/4' SPACE, 7116" LAMI - (3/16- A,.090, 3/15" HS)
L 13116' LAMI 1G -1/8' OR 3116" A, 3116" OR 114' SPACE, 7116" LAMI - (3116" HS,.090, 3116" HS)
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMEN51ONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABI.E.
HEAD & 611-L: 101t2" MAX. ON EACH SIDE OF 1AF-ETING RAIL CENTERLINE,
25 3/4' MAX. FROM CORNERS.
JAMBS: 9' MAX. FROM CORNERS AND 221C2" MAX. O.C.
TABLE KEY:
0 X
1+C3-+4+C3+1
3 —ANCFIOR QUANTITY PER JAMB
t
HEAD ANO SILL ANCHOR QUANTITY.
L�—
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)
_ r25 3/4" max.
-+{ 1--3' MIN.
9' REF. 1 t O
MTG- RAIL, TYP.
EXAMPLE CLUSTER W1 QTY. OF (M ANCHORS
(SHOWN IN TABLE KEY ABOVE)
r25 314' MAX.
1/2" TYP.
I —I•}I +3' MIN.
—y.
9' REF. , x t, O t X L
MTG. RAIL, TYP.
EXAMPLE CLUSTER W! QTY. OF (4)__ANCHORS
XOX (114-112-
ALUM. J40R1ZONTAL
HR710 1 1VTS 18 all 1 4127-10
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2,3, w0010 r 2. CONIC 1 1, CONC 1 2.3. WOOD I 2, _ONC L I. CONC
S SUBSTRATE
WINDOW SIZE HEAD 8. SILL 2 HEAD G SILL m 111EA138 SILL `�a HEAD & SILL HEAD 4 SILL k HEAD 8 SILL E
18.00Dx 38.376 1+C2+1+C2+1 2 1+C2+1+C241 2 1+C2+1+C2+1 2 1+C241+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2
48.000 1+C2+1+C2+1 3 1 1+C2+1402+1I3 1+G2+1+C2+1 3 1+C2+1+G2+1 3 1+C2ri+C2+t 3 1+C2+1+C2+1 3
50.625 1+C2+1+C2+13 i 2tt-+C2+1 3 1+C2+1+C2+1 3 1+C2+1+G2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3
54.WD i+C2+1+VZ+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1102+1+C2+i 9 1+C2+1+C2+1 3 1+C2+1+C2+1 3
MOOD 1+C2+1+02+1 3 1+C2+1+C2+i 3 1+G2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C241 3 1+C2+1+C2+i 3
63.OM 14C2+14C2+1 3 I 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 j1+C3+1+C3+1j 3
65.125x 38.375 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1'2 i+C2414C241 WC-2+i
+1 2 1+C2+1+C2+1 2
48.000 1tG2+1+C2+1 3 1:C2+1+C2+1 S 1+C2+1+C2+1 3 1+02t 1tC2+1 +1 3 1+C241+C2+1 3
50.62S 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+T4C7+1 3 1+C2+14C2+1 2+1 3 1+C2+1+C2+1 3
54.00D 1+C2+1+C2+i 3 1+C2+IiC2+1 3 1+C2+1+C2+1 3 1+C2+1tC2+1 2+1 3 1+C2+1+C2+1 3
MOW 1+C2+1+C2+1 3 1+C2+11C2+1 3 1+G2+1+C23 1+C2+1+G2+i2+1 3 1+C3+1a�+1 3s3.000 1+C241+C2+1 3 14C2+1tC2t1 3 S+C2+1+C2r1 3 1+C2+1+G2+tI2+i 3 HC3+1+G34 3
W.DDOx 36.375 1+C2+1+C2+1 2 14C2+1+02+1 2 S+C2+1+C2+1 2 1+C241+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2
48.D00 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 $ 1+C2+1+C2+1 3 14G2+1+C2+1 3
50.625 1+C211+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 14C2+1+C2+1 3 1+C2+1+C2+1 3
54.D00 1+C2+}+C2+1 3 1+C2+1+C2+1 3 1+Cz+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+03+1+C3+1 3
00,000 1+C2+1+C24.1 3 1+C2+1+C2+1 3 1+G2+1+C2*1 3 1+C2+1+G2+1 3 1+C2+1+C2+1 3 ifC3+1+C3+1 3
63.D00 1+C2+1+G2+1 3 1 1+C2+1+02+1 3 14C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+02+1 3 14C3+1+C3+1 3
66.000x 38.375 1+C2+1+C241 2 1+02+1+C2t1 2 1+C2+1+C2+1 2 1+02+1+G2+1 2 I+C2+i+C2+1 2 1+02+1+C2+1 2
43.000 1+G2+1+G2+i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1tC2tl+C2+1 3 1+C2+I+C2r1 3 1+02+1+C2+1 3
50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(_�+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
54.D00 1+C2+1+C2+1 3 1+C?+1+C2+1 3 14C2+1+C2+1 3 itC2+1+C2+1 3 1+C2+I+C2tl 3 1+C3+1+C3+1 3
00.000 1+02+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1tC3+1+C3+1 3
63,000 1+C2+1+02+1 3 1+C2+1+C2rt 3 1tC3+1+C3+1 3 1+00+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
74.000 x 36375 1+C20+02+1 2 1+C2+i+C2.+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 14-C2i1+C241 2 1+C2+1+C2+1 2
48.000 1+02+1+C2+1 3 1+C2+1+C2t1 3 1tC2+1+C2+1 3 1+C2►1+C2+1 3 1+C24i+C2+1 3 1+C3+1+G3+1 3
50.625 1+G2+1+CZ+ 1 3 1+C2+1+02+'1 3 1+C2+1+02+1 ff3F1:+:C:2+1+
+G2+13 1+C2+1+C2+1 3 1+C3+1+C3+1 3
54.000 1+C2+1+C2+1 3 i+C2+I+C2+1 3 14C2+1+C2+1C2+1+'2+1 3 1+C2+1+C2+1 3 1+041+0+1 3
60.000 }+02+1+C2+1 3 S+C2+1+C2+1 3 1+C3+14-03+1 3 StC3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C341 3
53.000 1+C241+02+1 3 1+C2+1+C2+1 3 1+C3+•1+G3+1 3 1+C3+1+C3+1 3 1+C2+I+C2+1 3 I+W+ I +G3+11 3
54. 000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+S 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+02+1 2 1+C2+1+C2+1 2
48.000 1+C2+1+C2+ 1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 14 C2+1 +C2+1 3 1+C2+1+C2+1 3 1+C3+ 1+C3+1 3
50625 1+C2+1+C2+1 3 1+C2+1+C241 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3
54.000 1+C2+1+C2+1 3 1+C2+1+C2ti 3 1+0+1rC3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
wow 1+C2+1+C2+1 3 1*C2+I+C2+1 3 1+C3+1+C3+1 3 1+G3+1+C3+1 4 1+C3+1+C3+1' 3 1+C3+1+C3+1 3
63.000 1+C3+1+0+1 3 1+C2+1+"2 111.3 1+C3+1+C3+13 1+C3+1+C341 4 1+G3+}+C3+1 3 1+C4+1+C4+1 4
66.437 x 38.375 1+02+1+C2+ 1 2 1+C2+1tC2+1 2 1 tG2+i tC2+1 2 1+M+1+C2+1 3 1+C2+I+C2+1 2 1+C2+1+C2+1 2
46.0D0 1+C2+14C2+1 3 1+C2+1+02+1;3 1+C2+i+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
50.625 1'172+1+02+1 3 1+C2+1tC2•N 3 1+C2+1+C2t1 3 1+02+1+C2+1 3 1+C2+}+C2+1 3 l"C3+}+C3+1 3
54.000 1+C2+1+C2+1 3 1+C1+1+02+13 1+C3.1+C3+1 3 1+C3+1+C3+1 3 t+C2r1+C2+1 3 1+C3+1+C3+1 3
60.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 1+G3+1+C3+1 4 1+C3+1tC3+i'3 1+C4+1+C4+i 4
83.OD0 T+G3+1+C3�1 3 1+C2+1+C2+113 'f+G3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+Si3 1+C4+S+C4+1 4
R-M y Da . Rv osn
F.K. 4/15107 C UPOATETAPLE5,SELECY4'ALIIESDUGTOANCHORCAP, ADJ.
101a)1EC�N0GY DR:vE o�
wFKy f0117A7$ rn.B,... REVISER/YCHORAGEFOftd+A7HEAD &32LCLUSrERS r+otmku5.nA-1?7`
.ax e�, 1�'r. eamnr F'.0 DOX 1529
F.K. 5/13.VG A _ ADA SPACE DIMENSIONS GLASS TYFES G THRU L. nOxa`d18. FL 7a27E Ilirihly flru •r
NOTES:
1. ANCHOR TYPES:
1- 1/4" ELCO TAPCONS 2 -'114" ELCO SS4 CRETE-FLEX 3 - 912 STEEL SCREWS (G5)
2. GLASS TYPES:
A. 5118- LAMI - (118" A,.090,1/8" A)
B. 511$" LAMI - (VI3' A,.090, 1/8" HS)
C, 5/16- LAMI - (1/8" HS,.090,118" HS)
0.7116" LAMI - (3!16" A,.090, 3116" A)
E. 7/16" LAM] - (3116" A,.090, 3/16' HS)
F. 7116" LAMI - (3/16" HS,.090, 3116" HS)
G. 13116" LAMI IG - 118" OR 3116" A. 5/16" OR 316' SPACE, 5116' LAA11- (118' A,.090, 118" A)
H. '13J}6" LAMI IG - 11W OR 3116" A. 5116" OR 3/8" SPACE, 5116' LAMI - (1/8" A,.090, 118" HS)
1. 13110' LAMI IG_ 1/8' OR 3116" A, 5116" OR 318" SPACE, 5116" LAMI - (118' HS,.090, 118" HS)
J. 13116" LAMI IG - 1/8" OR 3116' A, 3116" OR 1/4- SPACE, 7/16" LAMI - (3116' A,.090, 3/16" A)
K. 13116" LAM( IG- 1118"OR 3116" A, 3116" OR 114" SPACE, WIT LAMI- (3116" A,.090, 3116' HS)
L. 13116' LAMI IG - V8" OR 3116" A. 3/16" OR 114' SPACE, 7116" LAMI - (3116' HS,.090, 3116' HS)
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NFXT LARGER WINDOW IN TABLE.
HEAD $ SILL: 10112' MAX, ON EACH SIDE OF MEETING RAIL CENTERLINE
25 3/4' MAX. FROM CORNERS
JAMBS: 9' MAX. FROM CORNERS AND 22 112" MAX. O.C.
TABLE KEY, O_ X_
S+C3+1+C3+1 13 -ANCHOR QUANTITY PER JAMB
HEAD AN6 SILL ANCHOR QUANTITIES
A CLUSTER OF (3) ANCHORS CI-NTERED
ON EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (1) ANCHORS AT FIXED SECTION.
(9) ANCHORS TOTAL AT HEAD AND SILL.
(3" MIN. O.C. ANCHOR SPACING)
25 WV IYIAX.
-•-{ 1-3' MIN.
W REF. X J 0 X
MTG. RAIL, TYP.
EXAMPLE CLUSTER W/ QTY. OF 3) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
25 314' MAX.
-►��-1 112"TYP.
1 -+{I (-+--3" MIN.
.I_ t._.. tip+' r..._�!f+._.�._...,
9" REF. f x I O II X
MTG. RAIL, TYP.
EXAMPLE CLUSTER W/ QTY, OF (4) ANCHORS
On. bm":
ANCHORAGESPACING, XOX 1/3-1/3-'
ALUM. HORIZONTAL ROLLER WINDOW
HRM I NT5 I 9 M 11
4127.10
IMPACT
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i
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it 2Aj2,-
oni
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PE 439712
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ANCHOR QUANTITIES, XO& OX WINDOWS IAWLG v
GLASS TYPES A,B,G,H GLASS -TYPES C,D,E,F,I,J,K, L
ANCHOR TYPEA 2,3, WOOD I 2, CONC I 1, CONC 12,3,WOQDI 2, CUNC I 1, CONC
& SUBSTRATE ZONES ZONES I ZONES I ZONES ZONES ZONES
WOIINDOW 1i
O J
_ 'd
m
¢
O_
='d
m
a
37.000 x 38.375
48.000
60.625
54,000
60.000
63,000
1+
1
1+C2+11
2
i+C2+1
3
1+C2+1
3
1+C2+1
3
1+02+1
3
1+C2+i
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1 +C2+1
3
48.000 x 38.376
48.000
50.625
54,0pp
60.ODD
63.000
1+C2+1
2
i+C2+1 j
2
1+02+1
3 1
i+c2+11
3
1+02+1
3 1
i+C20
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
53.125 x 38,375
48.OW
50.625
54,000
60.000
63,D00
1+CZ+1
2
1+02+1
2
1+C2+1
3
1+C2+1
3
1+C2+i
1+W+1
3
3
1+C2+1 j
1+C2+1
3
3
1 * C3+1
4
i+G2+11
3
1+C3+1
4
T+C3+11
3
60.000 x 38.375
48.OW
50.525
54,000
80'000
63.000
i+C2+1
3
14G2+11
2
1+C2+1
3
1+C2+1
3
1+03+1
3
1+C2+1
3
1+C3+1
4
1+C2+1
3
1+C3+1
4
1+03+1
3
1 +C3+1
4
1 +C3+1
3
66.000 x 38.375
48.000
50.625
54.0W
60.000
63,000
2+02+2
3
1+C2+i
1 2
2+C2+2
4
I+C;2-' 11
3
2+C3+2
4
1+C2+1
3
2+C3+2
h
i+02+1
3
2+C3+2
4
1+C3+1
3
1+C3+1
4
i+C3+1
3
74.D00 X 38.375
48.00D
50.625
64,000
60.000
53.000
.M1C ie DdM: Fe,Ya,c
e�
2+C2+2
3
2+C2+2
2
2+133+2
4
2+C2+2
3
2+C3+2
4
3
2+C3+2
4
+C3+2
3
2+C3+2
4
!2+CZ+Z
+C3+1
3
2+C3+2
r. cfea.rneLEa70s,RScLEI
4
+C3+1
3
F.X. 10(77/Ilo n
e•,i ter: a41a
Fu-'stfaLt6 A
L3 m in J I
X cd 4 otJ -5
<
1+C2+i 2 1+C2+$12
1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C2+
I+C3+11 3 1+a
1+02+1 2 1+C2+1
1+C2+13 i+C2+i
1+C3+1 3 1+C2+1
i+C3+1 3 1+C2+1
1+03+1 3 1+C3+1
1+C3+1 3 i+C3+i
1+C2+i Z 1+C2+1
1+C3+•1 3 1+132+1
= et} Q otl d
1+C2+1 2 i+C2+1 2
i+C2+1 3 1
1+CZ+1 3
1+C2+1 3 1+C2+1 3
1+c2+1 3 1+132+1
1+C2+i 3 1 1+C3+1
1+G2+i 3 i+C3+1
i+C2+1 2 1 1+C2+1
1+C2+1 3 1+c2+•1
1+C2+1 3 1+C3+1
1+C2+i 3 1+C3+1
1+C2+1 3 1+C3+1
1+C2+1 3 1+C3+1
1+G2+1 2 1+C2+1
1+C2+1 3 1+C3+1
1+C2+1 3 1+C3+1
1+G2+1 3 1+C3+1
1+C3+1 3 1+C3+1 4 1+C2+1 3 1 i+C3+1
1-1 C4+1 3 1+ C3+1 4 1+ C3+ 1 3 1 1+C4+ 1
2+02+2 2 1+CZ+1 1 3 1+02+12 2+C2+2
2+C3+2 3 1+C2+i 3 1+132+1 3 2+C3+2
2+C3+2 3 Ei+G3+1
1 3 i+C2+1 3 2+G3+2
2+C3+2 3 1 4 1+G2+1 3 2+C3+2
9+C4+2 4 4 1+C3+1 3 J 2+C4t2
2+C2+2
3
2+C2+2
3
1+C2+i
2+C3+2
3
2+02+2
4
1+C2+11
2+C3+2
3
2+C3+2
4
1+C2+1
2+C3+2
4
2+C3+2
4
1+C2+i
2+C4+2
4
2+C3+2
4
1+0+1
2+C4+2
4
2+C3+2
4
1+C3+1
2+C2+2
3
2+C2+2
3
2+C2+2
2+C3+2
4
2+C3+2
4
2+02+2
2+C3+2
2+C4+
2+C4+241
2+G3+2
4
Z+w+[
3
L+L,4
2+C4+22+C3+2
5
2+C3+2
3
2+G4
2+C4+22+C4+2
5
2+C3+2
4
2+C4
IrALUES DUE TO ANCHOR CAP. AD
•07D TECiNOLOGY DFV_
Jr, HEAL) a SILL CLUSTERS
[JOKOA115. FL 34275
GL45S TYPEa' G THRU L.
P.C. s;ox m2a
NOMADS. FL-4274
NOTES:
1. ANCHOR TYPES:
1 -114" ELCO TAPCON5 2 -1/4° ELCO SS4 CRETE-FLEX 3412 #12 STEEL SCREWS (G5)
2. GLASS TYPES:
A. 5h 6" LAM] - (118" A,.090,118' A)
8. 5/16" LAM] - (118' A,.090,118" HS)
C. 5116' LAM] " (118' HS,.090, 118' HS)
D. 7116" LAM] - (3/16' A,_090, 3116" A)
E. 7/16' LAMI - (3116" A,.090.3116" HS)
F. 7116" LAMI - (3/16" H$A90, 311W HS)
G, 13)16' LAMI IG -116' OR 3116" A. 5116" OR 318' SPACE, 5116" LAMI - (118" A.,090,118' A)
H. 13116' LAMI IG -1B' OR 3/16" A• 5116" OR 318' SPACE, 5116" LAMI - (118' A,.090,118' HS)
I, 13/16" LAMI IG -116' OR 3116" A, 5'16' OR 318" SPACE, 5il6" LAMI - (i1B' HS,.090. 11W HS)
J. 13116' LAMI IG - 118' OR 3116' A, VIV OR 114' SPACE. 7116" LAMI - (3116' A-090, 3116" A)
K. 13116" LAMI IG -1IW OR WIW A, 3116" OR IW SPACE, 7h6" LAMI - (3hW A..090, 3116" HS)
L. 13116, LAMI IG_ 118' OR 3115" A. 3116" OR 114' SPACE, 7/16" LAMI - (3116" HS,.090, 3116" 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: 10 11T MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE.
18 314' MAX. FROM CORNERS.
JAMBS: W MAX. FROM CORNERS AND 22 iW MAX. O.C.
TABLE KEY' O X.
2+C13+2 3 ANCHOR QUANTITY PER JAMB
I HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (3) ANCHORS
CENTERED ON THE MEETING RAIL
PLUS (2) ANCHORS AT OPERABLE
VENT AND FIXED S!_O i ION. (7 )
ANCHORS TOTAL AT HEAD AND SILL_
(3' MIN. O.C. ANCHOR SPACING)
i8 314" MAX.
---i t+-3" MIN,
1-1� t—f—•�—
S° REF. � X O 4
Flori
MTG. RAIL a;nr! r: :Tic t,;rla
F,XAMPLE CLUSTER WI CITY. OF 3 ANCHORS
�:piwii: t Dero � Tdlr
(SHOWN IN TABLE KEY ABOVE) 8Y
4 Mi . 1)adv Y odua n
1 B 314" MAX. Div iu:l
rt 1 112" TYP.
3 ! _ rF —3° MIN.
W REF. X 41 O
4 _ _.
4 �`1`
4 MTG. RAIL
5 EXAMPLE CLUSTER WI CITY. OF 4 ANCHORS
pe,ey�lur
ANCHORAGE SPACING, OX AND XO WINDOWS0111171
rrs
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT PObodL.Cla&PF.
s.•r,+sm y.° ,7x".r ,....r,.�n„ nn PE#39712
f y Better uaTso NTS 10 ] i 4127 10 C svuetutal
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CONCRE7E
1x WOOD
BUCK,
NOTE
CONCRETE
ANCHOR.
NOTE i
NOTES: I
1. FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY M1AM1 DAbE COUNTY APPROVED 114" l=LCO
1 318" fr� TAPCONS EMBEDED 1 3/8" MIN. OR 114" SS4 CRETE-FLEX EMBEDED 1 314" MIN.. MINIMUM DISTANCE FROM
,IIN. ANCHOR TO GONGRETE EDGE 131 W4'. FLATHEAD ANCHORS MUST BE 912 TRIMFIT HEAD.
�2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 412 STEEL SCREWS (G5) OR 114" S54 CRE:TE-FLEX 0TH
1 #12 TRIMFIT HEAD.
1 3. WOOD BUCKS DEPICTED IN THE 5EC LIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
1/4" THAN 1 112-. i x VVOOD BUCKS ARE OPTIONAL IF UNIT CAN 9E INSTAL LED DIRECTLY TO SOLIp CONCRETE.
MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 11? 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 55 A MINIMUM STRENGI H OF 6063-T5 AND A MINIMUM
OF 118' 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
i112 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED.
114' 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER
MAX. DISSIMILAR MATERIALS SHALL MEET THE REOUIREME:NTS OF FLORIDA BUILDING CODE. CURRENT EDITION,
SHIM _ {_I • 316" 414° MAX SIi1M 1 114" MIN.
- 1 314" MIN, E.D.TYP. 2x WOOD BUCK,
` NOTE 2
r' ••: NOTE11 Q
1147
j
MAX, - Jj
SHIM
WOOD
ANCHOR,
DETAIL A NOTE 2 [DETAIL B
TYPICAL FLANGE FRAME HEAD SECTIONS
MIN.
{ I i
(1.5 KSI CMU)
;ts:
9OR
PER NOTE i Q
` ,Itll i'
ll;01
3.4 KSI CONCRETE)
WOOD
�'- ;(/ I
CONCRETE
- -"
Ilk
j
ANCHOR, ''
NOTE 2
,r\; { '
I
ANCHOR,
NOTE 1
? I I '
�1,
1 314" EXTERIOR INTERIOR
; r•
. ,r
' "MIN. SILL DETAILS A, B, C. D, 1£ H)
I !, ,
E.0 (HEA &
BUCK, NOTE 3
SEE NAILING
7
2x WOOD SUCK, NOTE 3
1x WOOD
INTERIOR
DETAIL E
DETAIL_F
(.IAMB DETAILS E, F & I)
EXTERIOR `(
TYPICAL FLANGE FRAME JAMB SECTIONS
I
Q
CONCRETE WOOD
ANCHOR,
ANCHOR,
NOTEI (j % NOTE 2
114" / MAX.
MAX. J/ MAX.
�SH1M SHIM
SEE
• i NPTE 1 Q ." �_ t :1 318"IJIN. Q NAILING
MIN. 3.4 KS E.Q. 7YP.
CONCRETE 2x WOOD
DET_Ail._C BUCK, / DETAIL D
Q Q NOTE 3 _
TYPICAL FLANGE FRAME SILL SECTIONS
,e,R.:m�
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RN.r:t�
RE':Vr56 SiG2REGA�II� HI l I:EIBECMEM.
!
411&01
C
ADD I F. FRA6IF— CHG. NOTE 5 TO FgC 'CURRENT FOIT70W
.K.
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P.X.
7..
foil lioo
RiX.-:u:
B
'�
REVISEEDGEDIST , EMDEDMENTR SHT. RFFFR_ENCES
ADD NOTE 5.
im IEC
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F.K
511 al'O6
rt—
Rs A
F.K.
2126h16
J.J.
3l�3rU6
IN01.00Y ONYE
,115, FL 34215
BOX I5:9
116. FL 34274
DETAIL.H (HEAD
NAILING
.131 DIA. MIN. x 21/2' NAIL
AT CORNERS AND 5" O.C.
TYPICAL DETAILS G, H & I.
DETAIL G (SILL)Q
Q TYPICAL. INTEGRAL FIN FRAI
M..7..n
� AAMCFKOR2AGE DETAILS
SEE NAILING
DETAIL I
ALUM. NQRlZt7NTAL ROU.ER WINDOW.-
rn7ro Nalf )1 � 11 4127-10
h110i1 a� f rl
sy
Mi aLa Produaa on
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PE AL39712
C SumAurot —
Feb' 01 11 07:57a Oscar Frozini
561-688-1398- p.24
MIAMI�QADE
MIKEE
FIL
BUILDING CODE COMPIdANCE 0"Icif-OrME
PRODUCT CONTROL DIVISION
E COUNTY, FI.ORIDA
FLAGLER BUILDING
OfYAMI,
STREET, SUITE 1603
FLORIDA 33130-1563
(305) 375 2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA) www.buldinzcodeonfine.com
PGT Industries
1070 Technology Drive
Nokomis, 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 by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (A13J).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the ANJ (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. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division 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 SII 700 Aluminum Single Hung Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1
through 11 of 11, dated 911105, with revision B dated 11/13106, prepared by manufacturer, signed and sealed
by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice
of Acceptance number and approval date by the Miami -Dade County Product Control Division.
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 and
following statement: "Miarni-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.
TERM ATION 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 small 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 # 05-1018.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
werx as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOANa 07-0322.06
Expiration Date: March 23, 2011
Approval Date: June 07, 2007
PAPP i
Feb 01 11 07;58a Oscar Frozini 561-688-1-19R _ t � p.25
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 4040-20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window,
Impact", dated 911/05, with revision B dated 11113106, prepared by manufacturer,
signed and sealed by Robert L. Clark, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per FEC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC. TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
along with marked -up drawings and installation diagram of an Aluminum Single Hung
Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. )>'1'L4957, dated 10103106, signed and sealed by Edmundo Largaespada,
P.E.
2. Test reports on 1) Uniform Static Air Pressure Test, Loading per IBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an Aluminum Single Hung
Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4958, dated 30103/06, signed and sealed by Edmundo Largaespada,
P.E.
3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an Aluminwn Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5063, dated 11121/06, signed and sealed by Edniundo Largaespada, P.E.
4. Test reports on 1) Large Missile Impact Test per FBC. TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of Aluminum Single Hung
Window, impact, prepared by Fenestration Testing Laboratory, Test Report No. YFL-
4645, dated 08111./05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted antler previous NOA #05-1018.01)
Manuel Per P. .
Product Control er
NOA No. V-0322.06
Expiration Date: March 23, 2011
Approval Date: June 07, 2007
E-1
Feb 01 11 07;58a Oscar Frozini
561-688-1 IOR p.26
1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5, Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Tmpact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FB C, TAS 203-94
6) Forced .Entry Test, per FBC 3603.2 (b) and TAS 202-94
along with marked -up drawings and installation diagram of an Aluminum Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No-
FTL-4647, dated 08/11105, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under previous NOA #05.1018.01)
6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an Aluminum. Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No-
FTL-4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under previous NO.4 #05-1018.01)
7. 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 Aluminum. Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL-
4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under previous NOA #05-10.18.01)
8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Bntry Test, per FBC 36032 (b) and TAS 202-94
along with marked -up drawings and installation diagram of an Aluminum Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-4650, dated 08/11105, signed and sealed by Edmundo targaespada, P.E.
(Submitted under previous NOAL #0.5-1018..01)
9. Test reports on 1) Large Missile bnpact 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 Aluminum Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FFL-
4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P
(Submitted under previous NOA SOS-10A0.1)
MeoIIel Pe E.
Product Control E a or NOA No. 07 22.06
Expiration Date., March 23, 2011
Approval Date: June 07, 2007
E - 2
Feb 01 11 07;59a Oscar Frozini 561-688-4r ^r, p.27
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE'SUBMITTED
10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an Aluminum. Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-4646, dated 08/11105, signed and seated by Edmundo Largaespada, P.E.
(Submitted under previous NOA #05-1018.01)
11. 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 Aluminum Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL-
4723, dated 10105105, signed and sealed by Edmundo Largaespada, P.E.
(Submitted underprevious NOA #05-10.18.01)
C. CALCULATIONS
1. Anchor Calculations and structural analysis, complying with FBC-2004, dated
I2118106, prepared, signed and sealed by Robert L. Clark, P.E.
Complies with ASTM E1300-02
3). QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MAT.ERIAL CERTIFICATIONS
1. Notice of Acceptance No. 05-1208.02 issued to E.T. DuPont DeNernours for "DuPont
Butacite® PVB" dated 01/05106, expiring on 12/11/10.
2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for their "Solutia
Interlayer" dated 03104/04, expiring on 03104/09.
F. STATEMENTS
1. . Statement letter of conformance and no financial interest, dated 03/16107, signed and
sealed by Robert L. Clark, P.E.
2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L.
Clark, P.E.
G. OTHER
1. Notice of Acceptance No. 05-1018.01, issued to PGT Industries for their Series SK-
700 Aluminum Single Hung Window — L-M.I., approved on 03/23/06 and expiring on
03123111.
anuel P.E.
Product Contr I E ner
NOA No. - 22.06
Expiration Ante: March 23, 2011
Approval Date: June 07, 2007
E-3
,j� GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A, 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PUB 1NTERLAYER.
13. NIT LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE
MAXIMUM PVB INTERLAYER.
C. 5116" LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
D.7Ii8' LAMI CONSISTING OF (2) LITES OF 311W ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
E. 716' LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE
MAXIMUM PVB.
F. 711 B' LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
G. 1311&'LAMI IG: (1) LITE OF 116' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" ►AMt CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A NOA DRAWING MAP
.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER,
H.13116' LAMI 10: (1) LITE OF 118' HEAT STRENGTHENED GLASS. AN AIR SPACE AND 6161 LAMI CONSISTING OF (1) LITE OF 11WANNEALED GLASS AND (1) LITE SHEET
OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER,
I. 13/i6' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 11S" HEAT STRENGTHENED GLASS GENERAL NOTES ............. 1
GLAZING DETAILS ............ 2
WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
DESIGN PRESSURES
J 13116' LAMI IG: (1) LITE OF 116' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH A ....... 3
A
.000 DUPONT BUTACITE OR SAFLE)UKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS......._.............
VER
K. 13/16' LAMI IG:11) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3119 ANNEALED GLASS AND (1) LITE SECTIONS ............. S
OF 3116' HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PAL RI PARTS LIST SECTIONS.,.,.....,.. 5
L i3li6' LAMI IG: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) UTES OF 3118' HEAT STRENGTHENED GLASS EXTRUSIONS .................... 67
WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. CORNER DETAIL .............. 7
'&M.13116' LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 6I16' LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR ANCHORAGE:.. .... 8-11
SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
2. CONFIGURATIONS:'OX' (ill, VIEW AND RADIUS TOP, ALL Wl LOW OR HIGH SILL OPTION)
A3, DESIGN PRESSURES. (SEE TABLES, SHEETS 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 93W-02.
4. ANCHORAGE: THE 33113% STRESS IAICREASE HAS NOT BEEN USED IN THE DESIGN OF PHIS PRODUCT. SEE SHEETS 8 THROUGH 1 i FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
®7. REFERENCES: TEST REPORTS FTL-41345, FTL-4646, FTL-4047, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-0957, PTL-4958AND FTL-5063.
ANSI/AF$PA NDS•2001 FOR WOOD CONSTRUCTION
rAo»
ADM-2000 ALUMINUM DESIGN MANUAL .0
a c�w�iaIIw" wkY thltr FG►No
1osCadc
P. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TORS 5H701,
Awns ,D3 OW
F4atlanDate i2'.oll
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCWDING THE HIGH VELOCITY
L�1 HURRICANE ZONE (HVHZ). IhW�el
ollc!xotoarORrvE GENERAL NOTES
NOKOMI9. F .O
P.O. eox 15z ALUM. SINGLE HUNG WINDOW, IMPACT Roban L. 9-ark, P.E.
NOKOMIS, FL 31T7< Yiil7Ty BCtter •""u.`e w�. taMc e�vw nvc PE#39712
sKroo NTS I f d f 1 4040-210 g Swdurai
0
+z
0
0
v
01
Lv
01
rn
rn
Co
T
�W
or
K87,88 or 9:
11Y' NOM.
GLASS BITE
x
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
QOO SOLUTIA DR DUPONi PVB INTERLAYER
-+ VII' ANNEALED OR HEAT STRENGTHENED GLASS
6/18' NOM.
5/16" LAMINATED GLASS
1/2' NOM.
GLASS BITE
is
or
or 91
I1W ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOL" OR DUPONT PVB INTERLAYER
1/8' ANNEALED DR HEAT STRENGTHENED GLASS
5/1B" LAMINATED
AIR SPACE
1/8' ANNEALED OR HEAT STRENGTHENED GLASS®
13116' NOM.
13/16" LAMI IG GLASS W15/16" LAMI
1070 TECHNOLOGY IRWE
B2 TOSIIBLAWI.a MASSAAA)SLAUlIGNOTE NOKOMIS. FL 3W5
�ETH13 SHEET P.0- Box Imp
NOKOIAS, FL 34274
A NOTE:
LAMI IG OUTBOARD LITES MAY BE
UPGRADED TO 3116' WITH NO CHANGE
IN DESIGN PRESSURE.
1/2" NOM.
GLASS BITE
EXTERIOR INTERIOR [1
(ALL SECTIONS)
3116° ANNEALED OR HEAT 5TRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
3/1L3" ANNEALED OR HEAT STRENGTHENED GLASS
7/16" LAMINATED
7116" LAMINATED GLASS
1P2" NOM.
GLASS BrrE
VV
PRODUCT Arvo D
r eompbip w4tt Ike t1r{Ia
Idsldla[Code
Aa"rytaecon. - .0(0
Etpirat4w Drte �)�
n}
M de mdan
nni on
3116" ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOL.UTIA OR DUPONT PVB INTERLAYER
-� 3/16' ANNEALED OR HEAT STRENGTHENED GLASS
7/15" LAMINATED --
AIR SPACE
1/8" HEAT STRENGTHENED GLASS
13116" NOM.
13/16" LAM{ IG GLASS W/ 7/1G" LAM]
GLAZING DETAILS �� 0
-- ALUM. SINGLE HUNG WINDOW, IMPACT
M1Mist Qa1e swe
Vis7bly Ikirer StIADO FUII 2 x ii 4040,P0 9 SWaum?
III FLANGE OR INTEGRAL FIN WINDOWS W! HIGH SILL OPTION ®
TABLE 1,
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
wlNDow HEIGHT
^o"
WIDTH CLASS TYPE 63" 86" 68"
70"
72„
74"
761.
MEETING RAIL
HT. I -
I °}("
S�Si 1
48"
A,B,M
+80.0 -60.0
+8t1.4 -80.0
+80.0 -80.0
+60,01 800
+00.0
-80.0
+80.0
-80.0
+80.0
-80.0
SO"
A.B,M
+80.0 ' .80.0
+80.0 •80,0
+80.0 80.0
+80,0i--W.0
+80.0
60.0
+8E1.0
$0.0
+79.0
79.0
62"
A,B,M
+8D.0 ' -80.0
+80.0 ' -80.0
+00.0 -80.0
+80.0 -M.O
. +78.8
-78.8
+77.3
-77,3
+76.9
75.9
63118"
A,S,M
+80.0' -80.0
480.0 -80.0
+79.6 -79.6
+78.21 •78.2
+76.9
1 -76.9
+75.4
-75.4
+74.0
-74.0
UP TO 63118"
C,D.E,F,G,H,I,J,K,L
+S0.0-W,()
+80.0 1 -80.0
+80.0 ! -80.0
+80.0 i -W.0
+80.0
1 -W0 O
+80.0
-810
+130.0
-80.0
STANDARD VIEW S RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ®
BASED ON FLANGED WINDOW TIP 70-TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 3/8" 44" 50 618" 63" 72" 74"
TABLE 2.
78"
48"
A. B, M
+86.0 -80.0
+80.0 •80.0
+80.0
-80.0
+80'0 I -80.0
+70.0 { 70.0
+70.0
1 -70.0[465.5
70.0
-70.0
50"
A.8,M ®
+B D , -80.0
+80.0 , -80.0
+80.0
-80.0
+79,9 -79.9
+70.0 1 -70.0
+70.0
-70.070.0
•70.0
52"
A,B,M®
+80.0 -80.0
+80.0 I -80.0
+80.0
-80.0
+78.9 { -76.9
+70.0 -70.0
+60.0
-68.857.6
47.8
63118"
A,S,M
+80.0 .80.0
+80.0 ! -80.0
+80.0
-80.0
+75.0 1 -75.0
+68.0 48.0
+66.7
-66.7
-65.5
UP TO631t$
C,D,E,F.G,H,I,J,K,L
+80.0 { -80.0
+80-0 { -80.0
+H0.0
-80,0
+80.0 80.0
+7D.Q -70.0
+70.0
-70.070.0
-70.0
HT. MEETING RAIL
'xs Tsx
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION® TABLE 3. Al
BASED ON FLANGED WINDOW TIP 70-TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W1 SASH = 76" FLAWED AND 75" INTEGRAL FIN) � Q !MINUS
WIDTH GLASS TYPE 171/8" 221111W 28 3116" 33 3/4" 39 5/16" 44 13f16" 50 318" 5515/16" I SASH
63118" D,E,F,J,K,L +8D.0 - -80.0 +80.0 -60.0 +80.0 ! -80.0 +80.0 -80.0 +70.0 ! -70.0 +70.0 . -70.0 47D.0 -70.0 +70.0 -70.0 h1T, MEETING RAIL HT.
GLASS TYPES: TEST REPORTS TABLE 4. /"X" SASH
A, W6" LAMI - (1/8"A,.090,1/8"A) -� FTL-4647. 4648, 4723, 4957
B. 6ilW LAMI
-(i18"A,.090,1/8"HS} FTL4847, 4648
- _....------ .. ..__.._ ._..__._. ---- --- - - -------...-----
C_ 5116' LAMI_(1/8"HS_.090,118-HS) FTL4647, 4648
D. 7/18" LAMI - (3/18"A,.090, 3116%) FTL 4645, 4885
E. 7116" LAMI - (3116'A,.090, 9/10"HS) FTL-4545
FRQDvCTRLKVD
F.7/1W LAMI (3f18"HS„090, 3118"HS} FT'C,-4945 rco��iazwllYtyl'lteyy
-...-- ....- - ....---- --
G. 13116' LAMI Ki-1/8"HS, AIR SPACE, 5116" LAM I-(118"A,.090,1M"A) - - _-_ FTL-4846, 4723 - - -- - -- -- O(o
----- -- - --- -
H. 13l16" LAMI fG-1l8"HS. AIR SPACE. 5/16' LAMI • il8 A,.090,118"HS) FTL 4646 - �1no" � �ZN1
H. i311- -•_. -_. -. _ M_. t ._-- -FT
I. 13/18"LAMIIG-118-HS, AIR SPACE,5/16- LAMI -(1/S-HS,.090,11WHS) `-- - FTL4549 By
A 13118" LAM[ IG-118"HS, AIR SPACE,7/16" LAMI - (3116-A,.090, 3/i8"A) FTL 4648, 4650 ___
K. 13116' LAMI IG - 1/8"HS, AIR SPACE_7116^ LAMI -(3118"A...NO, 3/16'HS) - _--- FTL-4649, 4650, 4958 -- ---- - ---
L. 13116" LAMI IG - 1!8-HS, AIR SPACE. V16" LAMI - (3/19'HS_,090, 3/16"HS) FTL4_649, 4650
M. 13116" LAMI IG - 116'A, AIR SPACE, 5116" LAM1- (1/8"A,.090 1/8"A) -- -- - FTL5063
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED 70A POSITIVE DESIGN PRESSURE OF +04.0 PSF OR LOWER AS SHOWN IN THE TABLES, NEGATIVE DESIGN �•�
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL. FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING V FROM THE FLANGED IIP-TO-TIP FRAME DIMENSIONS. � r
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38, MAXIMUM.®
mow.
E Ae �07o TECNNaoae oRlve DESIGN PRESSURES
FIC-F
N13118 B RLMSEDCLLSMfFG1RMATDP8.ADPIN7.FIN.UPa47ET8STN0S NOWNU ,r03�Yrs
'°"'" ALUM SINGLE HUNG WINDOW IMPACT
F,IG2UDB A ADD F7L�713 70 GLASS TYPE$Af WD G. P.O. aoX 1G9 ROCen L. Ciark. P.E.
orcNOKDMISFL3Q71 Visibly8erser '"'b01c°iH1P°e""'^"PE039712
F.K.f/as J1 7rXdv7 -�_ sx7oo NT$ 8 d ii 40dD20 8 stru Val
CD
c-
0
0
0
m
O
cn
m
T
0
N_
7
53 118' MAX, FLANGED WIDTH
---- 52 1IV MAX I.F. WIDTH
49 5/8' MAX. FIXED
DLO (ALL) D -7
f I .IiI
SEE75' A4AX
�DLO 175"I1 A I.F.F.
TABLE 0 . A / III D HEIGHT SEE DLO it t HE[ HT
® TABLE O 4//
= _ 76" AX.L 70' MAX.
FLAGED
HEN --.._:: .._ -- FLANGED
38 116' HEIGHT
SEE DLO I /� I' MAX. i.
TABLE '6VENT
I X � SASH SEE DLO �,� �I�
T S E
(MAX.) HEIGHT TABLE !� X / I NO 4
Lit -Lid
�---1 —
MAX.
O (ALL) D_EfAIL_B
DETAIL A VIEW _(STANDARD SASS
1/1
75' MAX. �� I 75' MAX
I ! I.F. L
SEE DLO HEI HT Ii E yV HT
TABLE ; SEE DLO76"MAX. TABLE FLANGED 76'MAXHEIGHT FLANGED
L- -
SEE DLO TABLE 1 is 'I 217 1" ,, f
/ SASH SEE DLO TABLE ! X / 2SASH
_ ((
HEIGHT
- -!� HEIGHT
B
DETAIL D DETAIL E
VIEW CUSTOM SASH) RADIUS TO (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HOR12ONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS B THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINOOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT.
tmo ltcr!HaLpov owve ��,.
,IV Nam ttOKdM9, FL ]4216
a,o.eoxtmu „�,
1fOKOhus,FL1127� Viift
:01
SEE DLO D
TABLE �� O
SEE DLO �� x y
TABLE
DETAIL C
RADIUS TOP (STANDARD
VERTICAL DAYLIGHT
OPENING
RETAIL
FIXED LITE
LOW
SILL
HIGH
SILL
A
34 1/2"
34 3116"
B
41 518"
G
41 114"
40718
D
1 52 518"
52 11116'
E
52 114"
52 5116"
SASH
DETAIL
LOW
SILL
HIGH
SILL
A
34 112"
34 8116"
B
27 7118`
27 1/8"
C
27 711B"
27 1/8"
D
16 3113"
15 3/4"
£
16 3/8"
15 3/4"
TABLE 5.
ALUM. SINGLE HUNG WI
sk�51471V N7S 4 d 11
404X20
75" MAX.
I.F.
HEIGHT
79'MAX.
FLANGED
HEIGHT
SEE
NOTE 4
PRODUCT REVLED
sc�Fly1.=wAi� k*Avb
cwk
AmptaeeM -
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NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOOKS, (1) 6^ FROM EACH SIDE OF SASH.
INSIDE MAX. VENT DAYLIGHT OPENING �`
I _ 1 1 -- —___ Y L
WNNNEollp�r
NOTE: BALANCE PARTS USED
® BASED ON SASH WEIGHT
9,10,11,16,16
Illl�� N —
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I OUTSIDE 1
MAX. FIXED LITE DAYLIGHT OPENING
MAX. WIDTH
SECTION A -A
INTEGRAL FIN (LF.) FRAME SECTIONS k, INSIDE
47
i
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I H1 I
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b (LOW SILL)
SEE NOTE ABOVE
ULTRONLY IFT
12 ONLY
LOW
T
l LOW SILL HEAD
68 2.710"
ALF. FRAMIr Ij
53 I(
OUTSIDE
(HIGH SILL)
54
ONLY IFT
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ALTERNATE HIGH SILL
SECTION C-C
RADIUS TOP
(HEAD DETAIL - FLANGED VERSION]
doFL34775 ALUM.
P.O. Hi7X 1528 SINGLE HUNG WINDOW, 1MPAC
WWFA$. FL 34274 Viribb &ffer sN7� Half 1 3 of 11 � 4040,20
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FLANGE. FRANEHEAD
612225
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781 PQA
3
4003C
FLANGE FRAME SILL (LOW SILL)
612226
5
1626
ADHESIVE OPEN CELL FOAM PAD
7PA01626
6
4004
FLANGE FRAME JAMB
812227
7
4025
SASH STOP
612244
8
4025
SASH STOP (I:GRESS)1.125 LONG
612244
9
4029
SPIRAL BALANCE, 316", 518', OR 11116"
10
1080
BALANCE CDVER, 318" OR 518"
6BALCVR916
11
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7834AA
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BALANCE BOTTOM BRACKET
7BALTBKT
13
108511088
SASH TOP GUIDE
42504
15
N8 X1 PHILLIPS FLAT HEAD S. STL
76X1FPAX
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BALANCE COWR I VIV'
6BALC1+R670
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17
4053
SASH STOP COVER
_—
84053
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7ULBRKT
19
_
40-32 X 12" LG. PH. FH. TYPE F 6. STL
7832X12FPI X
21
4054C
JFDED MEETING RAIL
640640
23
40060
SASH TOP RAIL
64006
25
1235
IWSTP...170 X.270 BACK. FIN SEAL
S7Si6G
4039B
53 1088
64 2740
55 1014
56 1630
57 1631
b8 1073
59 1 1624
SIDE RAIL
; BLOCK 1"X 314" X 1116"
ID BULB (THICK)
ID BULB (THIN)
5116 LAM GLASS.
5116 LAM W/GRILL KIT
7116" LAAM
7/16"LAMIW/GRILL KIT
13116" LAN91.G.
LOW SILL
HIGH SILL
JAMB
(EGRES;
.L LATCH
;HOR. 8 VER.)
R KEY W/RINGS
R KEY WIOUTRII
- .135 DIA FOAM
SHEET
6TP249
64222
64071
64072
64073
64074
764009
7SPRNG
ITEM
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DESGRIPTK)N
PGT#
60
1635
SCREEN SPLINE-.135 DIA HARD
61635K
61
SCREEN CLOTH
61816
63
505
GLUING CHANNEL (.688 X.500)
6533402
84
1161
#6 X 1.000 PH. BUGLE TEK
706X1
67
GLAZING TAPE, IA6X1/1.7116LAM
82BVI610
68
4051A
SASH BOTTOM RAIL (HIGH SILL)
640Si
69
4050A
FLANGE FRAME SILL (HIGH SILL)
64050
70
_
SILICONE, DOW 699.995 OR EQUIV.
80
A GLASS, 5116-LAM, 0/8"A.090 PV9,118"A)
81
B. GLASS, 5118" LAM, (1I8"A,090 PV%1/8'"S)
82
C. GLASS, 5/16" LAM. (118"HS,.090 PV8,118"HS)
83
D, GLASS, 7/16" LAM, (1/8"A.090 P1B.WA)
64
E. GLASS, 711T LAM, (118"A.090 P`/8,1 8" HS)
85
F, GLASS, 7116" LAM, (118"HS,.090 PVB,1 /8'11S)
86
G. GLASS, 13N6" LANtl IG;118"HS, AIR SPACE, 5116" LANE, (1/8"A.090 P%MjB'A)
87
H. GLASS, 13/16" LPMI IG;1/8"HS, AIR SPADE, 5116" LAM, (1/B A,.090 PVB,11B"HS)
88
1. GLASS, 13/16' LAMi IG;118"HS. A]R SPACE, 5/16" LAM, (1/8"HS,.090 PVB,118"HS)
69
J. GLASS, 13116" LAM IG 1B"HS, AR SPACE, 7116" LAM, (3116 A,090 PV8,3/18'A)
90
K. GLASS, 13116" LAM IG;1B"H3, AIR SPACE, 7116" LAM. (3116"A.090 PVB,3/16"HS)
GLASS,13116"LAM IG;1/8"HS, AIR SPACE, 7116" LAM, (3110 HS,.090 PVB,3/16"HS)
92
1&1 GLASS. 13/16" Dq IG;1B"A AIR SPACE, 5116-LAM. (118"A.090 PVB.116"A)
2.7
A62
1. 30
3. 5
.OS
�� FRAME, I.F. HEAD
44071A,6063-Ta
®8 FRAME, I.F. LOW SILL
#4072A, W83-TO
2
PA0bUGT R[VwA
2.374 lkidiftcoda
�cowp171atwll1,1lrFpeSM
1�.71„t nh $8J!
1.D62 NOM 6r
THICKNESS Al;ns ftic Fwd4n
4. 71 2.71MIA
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61624K FRAME, I.F. JAMB
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® 413 #4073A, W63-T6 (USED AS RADIUS TOP HEAD) �r
V TEC„NOW,.� � � PARTS UST ,��� �
NORMS,Fl 1127b m
vo, eOx 1629 ALUM SINGLE HUNG WINDOW, IMPACT 'zoem L. c,b k P.E
NOKOWS. FL 94274 r>ibly Beexer I �` �a.t �°NO �` PE 939712
9RA70 N 0 d Y1 dUiO.10 B Structural
21 FIXED MEETING RAIL 23 SASH TOP RAIL
#4054A, 0053HD TOLy$ #4006C, 6063HS-TO
9.446
i-2.784— +�
69 FLANGE FRAME SILL (HIGH)
#4050A,6063-T6
I.F. FRAME v- SEALANT ALONG ENTIRE JOINT
2.764 2 �-LF. FRAME&
k+--—�{
.062- I
2.830 2.330
:771 L m _D 8 or 50
FLANG4�ARAME 83-76 D
1.749 FLANGE FRAME SILL (LOW)
94003C, 0083.76
2.710 -1 I+ 1.513 738
.062— A62 .490 04p
}--1.4u1 •-{
SASH STOP SASH STOP COVER
FLANGE FRAME JAMB 7 04025, 6063-T6 i 7 44053, 8083-T5
04004, 6063 T5
(USED AS RADIUS TOP HEAD)
-� 1.342 2.326— 1
1.979
'082-- i 7 oaz SASH SIDE RAIL
1 .062 1,70— 31
28 MOB,
SASH BOTTOM RAIL (LD
#4007, 6053-T5
S68 BASH BOTTOM RAIL (HIGH)
#4051A, 6083-T5
NOMM6, FL 34VO9
NO
P.D. mx 15 axag, FL 3W4
6063 T5
w) I
050- .678
6' 060 ' 1.090-{�u�-I-T,678 42 GLAZING BEAD,.5116"
#4WB, 8063-755
(USED W/ GRILL KIT)
1.096-�--
4� GLAZING BEAD 7116"
#4222, 6003 T5
.05D^+'67B
4S GLAZING BEAD, 7116"
#985C,8063-T5
(USED W/ GRILL KIT)
_f
.683 '+--,050
46 GLAZING BEAD, 13116".IG
#4087,6063-T5
:XTRUS/ONS & FRAME CORNER DE )
ILUM. SINGLE HUNG WINDOW, IMPAC
�W+t +oic mrc o,.yvru
,Woo HBif 7 r 11 4040.20
SEALANT OR GASKET
AT HEAD AND SILL
BOSS (2)
VIEW D-D VIEW E-E
(1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION
A50 67 i
1.105 }+-
1 ATB
ae2 1.349 GLAZING BEAD 5/1$"
41 #4030.6053-T5
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Robert L. ClArk. P.E
PE #29712
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4� GLAZING BEAD 7116"
#4222, 6003 T5
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4S GLAZING BEAD, 7116"
#985C,8063-T5
(USED W/ GRILL KIT)
_f
.683 '+--,050
46 GLAZING BEAD, 13116".IG
#4087,6063-T5
:XTRUS/ONS & FRAME CORNER DE )
ILUM. SINGLE HUNG WINDOW, IMPAC
�W+t +oic mrc o,.yvru
,Woo HBif 7 r 11 4040.20
SEALANT OR GASKET
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BOSS (2)
VIEW D-D VIEW E-E
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FRAME CORNER CONSTRUCTION
A50 67 i
1.105 }+-
1 ATB
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kNCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE g ANCHORAGE NOTES;
WINDOW HEIGHT 1. ANC HORTYPES! 1-114"ELCOTAPCONS
>UBSIRATE: 28 603 34,603 40.603 46,803 52.fiO3 58.803 64.503 76.000 2 - 114" ELCO 334 CRETE-FLEX
3 - #12 SCREWS
WCHOR TYPE: o U U o U 0 U v 0 G U U
2 q
Z z cn Z z 2. ANCHOR LOCATIONS ARE BASED ON THE
IVINpOW GLASS N 0 C-4 O [v � r Zp N 0 00 0O N p� 0 0'ii 0 N 0. U " orq o n a O C4 y 0 O FDLLOWIING DIMENSIONS.nWIDTH TYPEUU U U SU CJ � U Uc t; U U U U U HEAD - 16 112" MAX. FROM TOP CORNERS
C,D,F,F,G, 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 } 1 1 } JAMBS -17112"MAX. FROM TOP CORNERS
1 V MAX. FROM BOTTOM CORNERS
19.125 H,I,J,K,L 1 2 1 1 1 1 1 2 1 1 1 2 2.2 1 21212 2 2 212 212 212 2 2 2 2 2 2 2 2 2 2 2 2 2� 2 2 2 2 3 2 2 3 3 8" MAX. BELOW MTG. RAIL
A, B.M
1 1 i i 1 } 1 } 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 SILL- ANCHORS NOT REQUIRED
1.2 1 1 1 1 1 2 1; 1 1 2 2.2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3. INSTALL PER THE ADJACENT TABLE ANCHOR
C,D,€,F,G, 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
H,I,J,K,L 1 2 1 1 1 2 1 211.2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 8 2 2 2 2.3 2.2 2 2 2 3 2 2 2$ 3 3 2 2 3 3 �NOTS2.
24.OD0 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
P48,M 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
1 2 1 111 211 2 1 2 1.2 2 2 1 2 2 2 2 2 2 2 2 2 2.2 2 2 2 2 2 3 2.2 2.2 2 3 2 2 2 3 3 3 2 2 3: 3 ARE i" LESS.
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 i 1 2 1 1 2 1 1
H,I,J,K,L 1 2 1 2 2 2 2 3 1 2 2 2 2: 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2. 3 3 3 2 2 3 3 3 4 3 2 3 3 3' 4 3 3 4 4 S.
SIZE BLOCKS OF THE PRESSURE ADJACENT TABLE WITH A
32.000 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
A,B,M 1 1 1 1 1 1 1 1 1 1 1n23
111 2 1 2 2 2 2 3 1 2 2 2 2,3 1 2 2 3 2 3 2 22.3 2 2 2 3 3 3 2 2 3 3 3 4 3, 2 3 3 3 4 3 3 d 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLO. OTHERWISE, THE
C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN
H,I,J,K,L 2, 2 1 2 2 2 2 3 1 .2 2 3 2 3 2 2 2. 3 2 3 2- 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 PRESSURE FORTH
37.000 RESPECTIVE SIZE
A,B M 1 1 12
i 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS
221222231 2232322232 2222323232.334233334333A3.53344 AVAtLAE3tE.
PSF 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ±22
2 2 2 2 2 2 2
40.000 H,I,J,K,L 221 2222322232322232323232.4233334353334453344
A'B M _.� 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 2 2 2 2 2 2
2212222322232.3222323232324233334353.334453344
PSF 79 A
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 TABLE KEY:
44.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 32 3 2 2'3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3'4 4 5 MAX•PSF
A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 [DP LIMITI`t3] !i8 pat uucr asYlsaeD
HEAD 2 F+complTG+p Wilk tNvmddk
2122222212232322332.4233334233334233436333445 3445 1wWiaec:ouk
PSF 79 79 JAMB ABOVE 2 3 At"lttauee
MTG. RAIL �' Iro4+a ,1411
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB (3ELOW uy
48.000 H,t,J,K,L 2 2 2 2 2;2 2 3 2:2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3.3 3:4 3 5 3 3 4.5 4 e 3 4 5.5 !°'"` �D
MTG. RAIL
_2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2
A B Pd 2' 2 2 2 2 2 2 3 2 2 2 3 3 4 2.3 3 3 3 d 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 613 4 5 5 (rULL DP)
PSF 72 79 79 HEAD 2
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 JAh� ABOVE 2 3
53.125 H,I,J,K.L 2 2 2 2 2 2 2 3 2 2 2 3 3-4 2:3 3 4 3 4 2 3 3 4 3'.4 3 3 3 4 3 5 3 3 4 4 4' 6 3' 4 4.5 4 6 3 416361 MTG, RAIL r
A,B,M -2 2_ R 2 2 2 2 2 2 2 y 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW
21 a 2 2 2' 2 2 3 2 2 2 3 3 4 2 3 3.4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 3, 3 4 4 4 5 3.3 4 5 4 6 3 4 4 5 MTG, RAIL
,aN tunTECHN%0GYlMVe ANCHORAGE SPACING, 1/1 WINDOWS
K. 1i/13'DB B DpA,lqX,}yNFt;l:,,((/Cypg0TVISRESMOTEDBY&ME NOKOMP, Fl. 342 +t.
t A No do
C~E TM$SHEET P.O, BOX tc29 ALUM. SINGLE HUNG WINDOW, IMPACT peen L. aex, P E.
0%-*w ar• Nq(OMLS, N� 3d274 Vttiblj Btxfn+ber mrc PE P.19T12
:K. msros fj. z73ror - �ltQ NTS 8 + 11 �rad040.20 S swewwi
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ANCHOR QUANTITIES FOR STANDARD -VIEW AND RADIUS TOP FLANGED WINDOWS TABLE G. ANCHORAGE NOTES: a
WINDOW HEIGHT 1. ANCHOR TYPES: 1-114" ELC0 TAPCONS
2 -114' ELCO 684 CRETE-FLEX
SUBSTRATE:- 29.655 37.155 4W22
2.155 59.655 67.155 74.665 7$.0t� 3 - #12 SCREWSANCHOR TYPEr_ cJ oU U U o U V oWINDOW GLASS N`"O'-�MO�O�OcvO�"QrOciONO�OciO"�O"O.SQON� zciQN.-z 2-ANCHORLOCATIONSAREBASEDONTNE Oro
O r 0 ri O FOLLOWING DIMENSIONB: ppWIDTH TYPE V v U v V t3 UV Vc)HEAD-18112"MAX. FROM TOP CORNERS
1 1 1 1 1 1 1 1 1 JAMES -17 i12" MAX. FROMTOP CORNERS
HjAK,L 1 1 1. i t 1 2 2 2 1 2 2 2. 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 15'MAX. FROM BOTTOM CORNERS
19.125 6"MAX, BELOW MTG. RAIL
A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1- 1 ® BILL - ANCHORS NOT REQUIRED O
1 1 1 1 1 12 2 2 1 2 2 2 2 2 2 2 2 2; 2 2 2 2 2 2 2 2. 2 2 2 3 2 2 2 3 2 3 2 2. 2 3 2 g_ INSTALL PER THE ADJACENT TABLE ANCHOR 09
PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 NOTE 2- -n
24.000 H,I,J,K,L 2 2 1 1 2 2 2 2 2 2 2.2 2 2 2.2 2 2 2.212 21312 3 2 2 2 3 2 3 2 2 2 3 2 3.2 2 213121
�} N
4. ABLE WIDTH AND HEIGHT DIMENSION ARE FOR
A, I'M !. 1 1 1 1 1 1 1 1 i 1 i 1 1 1 1 1 1- 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
PSF 6$ 1w1 77 22 1 1 2 2 2 2 2.2.2 2 2 2 2: 2 2 2 2 212 213 2 3 2 2; 2 3.2 3 2 2 2 3 2 3 2 2 2 3 2 ARE 1'LESS.
5. DESIGN PRESSURELiMilAT10NS:
C,D,E,F,G. 1 1 1 i 1 1 1 f 1 2 1 1 2 1 1 1 i 1 1 1 1 1 1 1 512(: BLOCKS OF THE ADJACENT TABLE WITH A
32.000 HJ,J,K,L 1! 1 1 1 1` 1 2 2 2 2 2.2 2 3 2 2 2 2 3 3 2: 2 3 3 3 3 3 2 3 3 3.3 2 2 3 3 4 3 3.2 4 3 d 3 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
1 1 1 1 1 f f 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY J
A,B,MOF ANCHORS SHOWN IN BOLD, OTHERWISE, THE t '
1 i f i 1�4 2:2 2 2 21212 2 312 212 2 3 3 2 2 3 3 3.3 3 2 3 3 3 3 2'2 3.3 41313 2 4 3 4 31312 4 3 MAXIMUM DESIGN
PSF $g 67 79 PRESSURE FORTH
C,D,E,F,t3, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 RESPECTIVE SIZE
AND GLASS TYPE 15
37•000 H,I,J,K,L 4i,
l 1 14 12' 2 2 2 2 2 2 3 2.2 2 3 3 3 2.2 3 3 3 33 34 3 33 3 z33 4 3 3 2 4 3 4 4 3 2 4 3 AVAILABLE.
A,B.M 12 1 1 2 1 2- 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2
1 1 1!1 2;2 2 2 2.2 2 3 2 2 2:3 3 3 2 2 3 3 3 3 3 3 d 3 3 3 3 2 3 3 d 3 312. 4 3 4 4 3 214 3
PSF 54 79 67 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2
40.000 H I,J,K.L i; i 1.1 1 1 2.2 2 2 2.2 2 3 2 2 3 3 3 3 2 2 3.3 4 3 3 3 4 3 3 3 3 3 d 3 4 4 3 3 4 3 4 4 3 3 5 3
A,BM 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
1{1 1�1 171 2�2 2 22 2 2 3 2 2 3 3 3 3 2.2 3 34.3 3.3 4 3 3 3 3 3 4 34 4 3 3 4 3 44 3 3-5 3 TABLE KEY:
PSF 49 79 56179 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX PSF
d4,0D0 H,LJ,K,t 1 I i i f i 1 1 2 2 2 2 2 j 2 3 3 2 2 3 3 3 4 2 3 3 3 4. 4 3 3 4. 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 (�P LIMED) 117 rioppp� Br,vmo
A.B,M Z 2 2 2 2 2 z 2 2 2 z, 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3 n ,�xrrici . m
IAMB ABOVE 3 3 AcKptam= me�Or j coh
1`1 711 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 a.a 3 3 43 4 4 3.3 4 3 4.4 3 3 4 3 4 4 3 3 5 4 o.a
Aw
PSF 45 74 81 74 79 79 MTG. RAIL
C,D,E,F,C3, 2 2 2 2 2 2 2 2 2 Z 2 2 3 2 2 2F
3 2 2 3 2 2 JAMB BELOW CO
EA et ; f a
48.400 H,6J,K,L �_ MTG. RAIL t 1j1 1;1 1i1 2!,2 2 2 2,2 313 2 2 3 3 3 4 3;3 3 3 4.4 3 3 4.4 4 44 4-d 4'3 5 4 4.4 4 3 5 a
A B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 3 2f{1 111 1'f 2 2 2 2 2{2 3 3 2 2 3 3 3 4 3:3 3 3 4:4 3 3 4 4 4 44 4:4 4 3 5 4 4 4 4 3 5.4 (FULL OP1
PSF 41 67 46 67 76 79 HEAD 2
ED;E,F,0 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 ?. 3 3 2 3 3 2 3 J/� ABOVF. 2 2
53,128 H,I,J,K,L 11 1 i122222'23{333.334.4334444334,4443344554354554354 G' L
2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAMB BELOW •!� /�
A,e,M MTG. RAIL �� f`
111 1I1 1!i 2T2 2 2 2`2 3I3 3 3 3 3 4 4 3:3 4.4 4.4 3 3 4 4 A 4 3.3 4-4 5.4 4 3 5 4 5 4 4.3 5 4
.r GJ
tyro 1ECHINMOGr nRrvE ANCHORAGE SPACING, STANDARD V1Ew
K itlf3 D11 B DA DP KN RE/WCHPAQTY L5 RESTR/GTE7 BY+Si7F NOKON IS, FL 3 ; P
K 1nIAB A WCI{UYGETHIS 5NEET PA.BtllS1E1? ALUM. SINGLE I+VfNDOW, IMPACT Ra�s<L•G,,k,P.E-
+s ore ewr - NQKOM6.FLS1774 YfrrblyEetteY �ed�' °"" '�` °af'� x�e: PEA39712
F.K 7l1EdUS J.J. ?/23M177 _ Sif/00_ NTS 9 + 94 4D40L.W 8 Sncwal
ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMSS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7_ ANCHORAGE NOTES; m
WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8. n; II
1. ANCHOR TYPE 1 - 1f4" ELCO TAPCONS c
SUBSTRATE: 17.125 22.668 28.Z17 33.754 39.298 44:L'
T();c
50.382 55.925 2 -1/4" ELCO SS4 CRETE-FLEX
ANCHOR TYPE ❑ ti U 0 U U ❑ V U ❑ U U ❑ U U o U U O T.-
3- 412 SCREWS
WINDOW GLASS N DN r N❑ N O Q N d N O O ni O N p r p ri 00 N z z [n O N Z ,,,, z M 0 2• ANCHQR LOCATIONS ARE EASED ON THE FOLLOWtING
WIDTH TYPE V v U U V U U U 5• , 1U �' N v U ®DIMENSIONS:
IEAO 51BN2• MAX. FROM CORNERS C
a
19.125 4,E,F,J, 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 JAMBS -17 1/2' MAX. FROM TOP CORNERS c
K.L y y y 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 1 1 1/2' MAX. ABOVE THE MEETING RAIL m
24.000
D,E,F,J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 y y 6' MAX. BELOW MTG. RAIL
K,L y 1 i 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 A SILL -A * MAX, FROM
NOT REQUIRED
CORNERS
32.000 D.E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM C
K,L y 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 ® VIEW WINDOWS FROM TABLES 7. AND 6. USING THE o
PSF 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR R
ABOVE THE MEETING RAIL AND TABLE B. FOR BELOW. T
37,000 D,E,F,J, Till
j 2 1 2 2 1 2 2 1 2 2 2 2 1 2 2 1 2 2 1 2 A. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 d 3 4 a 4 5 5 4 5 ® WINDOWS ARE 12 5/8° MIN, TO 38' MAX.
Lr),E�.F,J.
79 79 79 79 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR Z
40.000 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A- FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS ARE
V LESS.
1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 e. DESIGN PRESSURE LIMITATIONS:
PSF 79 76 79 77 79 79 79 1 E BLOCKS OF THE ADJACENT TABLE WITH A BOLD
a4.000 D,E.FA $ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
K,L y . 2. 2 2 S 3 3 4 4 4 4 3 5 4 3 5 5 4 S 5 d 6 SHOWN N BOLDDESIGN RO OTTH THE HERWISE, SE, THE TITY OF ANCHORS
MAXIMUM MAXIMUM DESIGN
PSF ?8 TB 70 79 79 71 79 73 78 PRESSURE FOR THE
48.000 D,E.F,J. 2 2 2 2 2 2 —2-2 _ 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND
KL q q- 1 2 ?' 2 .3 3 3 4 4 d 5 d GLASSTYPEIS
5 5 4 6 $ 4 s 6 5 6 AVAILABLE.
PSF 77 79 53 71 79 U 74 66 77 69 t33
TABLE 7. KEY:
53.425 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 3 2 3
K,L 1.- �. .. 2 ..2 2_. 9.. 3 3 -a_ 4 4 5 4 5 B 5 5 7 6 5 7 NWX. PSF
(DP UMITED) i12
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2
TABLE B. JAMB ABOVE 2 -
SASH HEIGW MTG. RAIL
SUBSTRATE: 12.778 1 15.77E 18.7-7 1 21.7 1 24.77E 27.776 30.77E 31.106
ANCHOR TYPE. p
z°0 o �ou U FULL DPoNzo O�ncO,W OrNrzo—u u U WWDO
WiDnHEAD
2
10.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JARS ABOVE 4 =cmp mwI&4k
MTG. RAIL j4Idkg C*4q M piwY�
24.009 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2.G'a4jr, p( ai
32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 18t�' , Zor) a,
J8 _ co
37,000 - TABLE 8. KEY:>'�+sysvn ro
2 1 2 2 4 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3' 3 4 3 a I;ti;- ;,,
40,000 - 74 MA?C PSF
Y. 2 2 2 2 3 2 3 2 3_ 2 3_ 3 3 __ 3 4_ 3 3 4 3 4 4 3 A DP LIMITED 112 co
44.000 _ 68 78 JAMB BELOW _
2-1-2 2 2 2 2 3 2 3 3 3 3 4 3 3 d 3 4 5 3 4 5 3 4 MfG. RAIL
48,000 72 78
2 2 2 2 2 2 J 2 1 3 4 3 3 4 3 d 4 3 4 5 3 4 5 3 a (FULL DP,)
53.125 78 66 72 _ JAM$ BELOW
2 2 2 2 2 2 3 3 3- 4 3 a 4 3 4 5 3 4 5 3 5 5 1 3 L5 MTQ. RAIL
V
> 107U IECHMLQGYDRIVE ANCHORAGE SPACING CUSTOM VIEW
K fTH3liMjANQc7nWTGSTHiss�HEEr
ANCFlPAQ7YtsRES7R/CTEDBY&!ZE NOKOWSFL34273 � A
lC
K r. Qoeox st4a '� ALUM. SINGLE HUNG WINDOW, IMPAC _Ro ct L cb�� p.E.
at Dk_ NOKOMIS. FL 34574 U-1.A. BetYtr '- '"" ^'� PE p3P712
Fx. T/1895 rso7 SHMO NTS 10 d 11 �404P-20 B sm,ct,rHI
_ 1 114"
1/4' MAX. SHIM ice._. I MIN.
EXTERIOR INTERIOR �%
(ALL HM AND SILL DETAILS}
As GONCRBTEANCHOR
3.35 KSI MIN. CONCRETE -(SEE NOTE 1 8 3) ® 2X WOOD BUCK
�ISEE NOTE 4)
:;, ;.,•;>. '.: ; .� 1 3/8'MIN., 114"TAPCON�
.13/4' MIN_, 1/4" CRETE-FLEX --
OPTIONAL ix _ —=
WOOD BUCTE K
(SEE NO4) -
1/4'
MAX.
$HIM
WOOD ANCHOR
(SEE NOTE 2 K 3),L
DETAIL A DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
® 1318"
114' MAX. SHIM
n"ImII CONCRETE ANCHOR,
- FH BELOW MEETING
RAIL. (SEE NOTE 1 & 3)A
3.35 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
1x BUCK OPTIONAL WITH SOLID CONCRETE
SUBSTRATE (SEE NOTE 4)A
MIN.
I�jVI(LL
�I�
(,.
,
,
2x WOOD BUCK
(SEE NOTE 4) A
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4"
,131" DIA. MIN.
x 21/2' NAIL,
AT CORNERS
AND 5" O.C.
1/44
MAX.
SHIM
DETAIL F, (HEAD)
MAx. �-•--
-SHIM
FRAME
.131' D1A. MIN.
x 2 lir NAIL,
AT CORNERS
AND 5" O.C.
1 318"
114"
MAX.-
SHIM
NOTES:
1, FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DARE COUNTY
APPROVED 1/4' ELCO TAPCONS OR 114' 664 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE. EDGE IS 1314".
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (05) OR
1/4' SS4 CRETE-FLEX.
3. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS,
4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 121 ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 i12"
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY ALITHORriY HAVING JURISDICTION-
S. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
6003-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL 13E
OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
5HOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET
METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IFTHESE CRITERIA ARE
MET, THE REUPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORTAPCONS
MAY BE USED. A FLANGED FRAME COMPONENT MAY SE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
MULL T HROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
0. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
7. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
EDITION, SECTION 2003.8.4 (SUPPLEMENT2005).
WOOD ANCHOR,
Eli BELOW MEETING
RAIL. (SEE NOTE 2 a 3)
INTERIOR
CALL JAMB DETAILS)
EXTERIOR
114"
IOOD FRAME
.131" DIA MIN.
X 2112" NAIL, k I }
AT CORNERS I{ I��I 1
AND 5' 0.0-
MAX.
SHIM
tll��
r jI I,1 WOOD FRAME
, r
FkBDUCTAC um
aiar►blisswi6 Asnow
bb
Fap�rotax ate �-W
i;'licrT u. MAc i'ndatl Cn
rr.: ne
DETAIL 4, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
P.O. BOX 1629
1,10KOMI9. FL 31774 Y&ibh iktler
DETAIL G, (SILL)
INCHORAG,E DETAILS
ILUM. SINGLE HUNG Wi
ShM NTS 1J1 d 11
4040,20
Rob@ 1.Oatl(. P.E.
PE $39712
Strudural
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Lo
Feb 01 11 07:46a Oscar Frozini 561-688-1398 p,2
J
MIAM
t M7AMI DADS COUNTY, FLORIDA
GI.ER BUII.DING
BUILDING CODE COMPLIANCE Oi'k7 {BC ' OF375-V
,S o 156PgODUCT CONTROL DI VISION ARIDA33l 3015b3
FAX (305) 375-2909
NOTICE OF ACCEPTANCE (NOA) www.6nildingcodeonline.com
PGT Industries
1070 Technology Drive
Nokomis, FL 3427
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami•Dade County and other auras where allowed by
the Authority Having Jurisdiction (AHI).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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: r" x Std. Wall -Aluminum Tube Clipped. Mullion-LALL
APPROVAL DOCUMENT: Drawing No. 6220, titled "I"'STD. Wall, Elevations Aluminum Tube Clipped
Mullion", sheets I through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated
04=/00, with last revision on 05130/06, bearing the Miami -Dade County Product Control Renewal Stamp with
last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
ML981M IMPACT RATING: Large and Small Missile Impact
LABELING. Each unit shall bear a permanent label with the rnanufacwrees name or Logo, city, state 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.
TERMYNAA'I ON 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 sball
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 and renews NOA # 04-052&04 and, consists of this page I and evidence pages E-1 and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. GuscoN P.E.
�eNOA No 06.01W.06
p car-- Ettpiratiun Date: June 28,2011
Z0. 0 Approval Date: July 20, 2006
Page 1
Feb 01 11 07,46a Oscar Frozini 561-688-1398 p.3
PGT Industries
NOTICE OF ACCEPTANCE: EVEDENCE SUBiY>IITZ'ED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 6220, Sheets 1 through 5 of 5, titled "C' STD. Fall, Elevations
Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04128/00,
with last revision on 05130106, signed and sealed by Robert L. Clark, P.E.
B. TESTS
1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test, FBC, TAS 201 94
3) Cyclic Loading Test, per FBC, TAS 203-94
along with installation diagram of a pair of fixed alum_ windows (00
configuration) 60" x 54" mulled together with a Ix 2 x std_ wall mullion, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2902, dated
01105/01, signed and sealed by Antonio Acevedo, Q.E.
"Submitted under NOA# 04-0528,04"
2- Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test, FBC, TAS 201-94
3) Cyclic Loading Test, per FBC, TAS 203-94
along with installation diagram of a pair of fixed alum. windows (00
configuration) S0" x 76" mulled together with a Ix 4 x std. wall mullion, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. F1'L-2903, dated
01105101, signed and sealed by Antonio Acevedo, P.E.
"Submitted under NOA# 04-0528.04"
3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile impact Test, FBC, TAS 201-94
3) Cyclic Loading Test; per FBC, TAS 203-94
along with installation diagram of a pair of fixed alum. windows with a transom
cite (0/00 configuration) mulled together with a 1x 2 x 3l" wall vertical mullion
and a 2 x 6" Y.1/4" wall horizontal mullion, prepared by Fenestration Testing
Laboratory, Inc.; Test Report No. FTL-2975, dated 01/23J01, signed and sealed
by Antonio Acevedo, P.E.
"Submitted under NOA# 04 0528-04"
C. CALCULATIONS
1. Revised Anchor Calculations and structnral analysis, complying with FBC-2004,
prepared by PGT Industries, dated 05130/06, signed and sealed by Robert L.
Clark, P.E.
Jaime D. Gou, P.E.
Chief, Product ContrelDivWon
NOA No 06-0125.06
Expiration Date: June 28, 2G11
Approval Date: July 20, 2006
ls'•1
Feb 01 11 V46a Oscar Fro2N 561-688-1398 p.4
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D_ QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 04-0721.01 issued to Elco Textron, Inc., for Tapcon
Concrete Anchor, dated 03/09106, expiring on 01108111. .
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated 01123106, signed
and sealed by Robert L. Clark, P.E.
G. OTHER
1. Notice of Acceptance No.04-0528.04. issued to PGT Industries for 1" x Std. Wall -
Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06128106.
�,D. Gaston, .F
Ciuer, Product Control Division
NOA No 06-0125 06
Expiration Date: ,Tune 28, 2011
Approval Date: July 20, 2006
E-2
ANCHORS DETAIL "B", ANCHORS DETAIL A
C" OR D" AT BOTH
ENDS AND AT BOTTOM
ANCHORS DETAIL A
ANCHORS DETAIL 8"
"C" OR "D" AT BOTH
ENDS AND AT BOTTOMS
A
V.
MULLIONS
r
w = w1 +W2
(2) WINDOWS MULLED TOGErNER
FOR DETERMINING MAY ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5
MAX OPENING - W OR w1+W2
MULL LENGTH = H
FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO
UNITS. I TO 8E
ELCO TEXTRON NOA: 04-0721.01, 03-0225.05
ANSI/AFJePA NDS-2001 FOR WOOD CONSTRUCTION
ADM-2000 ALUMINUM OESIGN MANUAL
5. THIS PRODUCT HAS BEEN DESIGNED cL TESTED TO COMPLY WITH THE REQUIRE—
fh MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY aE+
HURRICANE ZONE (HVHZ).
4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS
TO THE STRUCTURE. Row,t L. cva r, p r
PE J�9712
swoe,,.,i
[ND
7070 7ECNNaWY DRNE
NOKOhM A J4275
P.0- Gox 152.9
nomows, a 3127(
WITH POT INDUSTRIES
1 " STANDARD WALL
nw:
ALUMINUM TUBE CL
MOLLS t NTS 1 1 d 5
6
Moo
m
A,+W4w zsoG
owrr.
6220
m
cr
0
0
v
0)
rn
m
O
-n
0
N_
7
cn
rn
m
i
J
-o
PCT Ix MULLION-�
1.
-2" OR 4"-
J72 FH SMS
STAGGERED ON
-I' MULL=
OPPOSITE SIDES
PGT ix MULLION
MULLION CLIP. CUT
FLANGES OFF CLIP
MIN.—
AS NOT TO
/(SO
INTERFERE WITH
WOOD BUCK
TO FORMA ---,N
"U" CHANNEL AND
f
L
EACH OTHER)
SEE NOTE I
REMOVED TO
Clo?vq'CR4�
INSTALL AS SHOWN
,.)
PGI 7x MULLION—
'Lr
J72 SCREW,
SEE
SEE NOTE 3
NOTE
FOR I" MULL
'A"
alldL
-all
MULLION TO MULLION
INSTALLATION glll
. jQ
I
PGT Ix MULLION
SEE NOTES 2 & 3 21 MI
WOOD *Typ)
BUCK
ANCHOR EMBED.
SEE NOTE 2
OR 4'— f?2 FH SYS STAGGERED
ON OPPOSITE SIDES (SO
AS NOT TO INTERFERE
WITH EACH OTHER)
SEE NOTE 3
0 Imb SEE m0r6s 2 & 3
PGT Ix MULLION
TYPICAL MULLION TO STRUCTURE WITH
NO WOOQ_6VCK, DET AlL "B '
7. FOR CONCRETE APPLICATIONS IN A414MI-VADE COUNTY, USE ONLY MIAMI-DAVE
COUNTY APPROVED ELco 114' TAPCONS OR 114 - SS4 CRETE-FLEX MASONRY SEE
ANCHORS. MINIMUM DISTANCE FROM CENTER OFANCHORS TO CONCRETE EDGE NOTE
IS 2 1127. MIN, EMBEDMENT.• TAPCONS 1 1141 CRETE-FLEX 1 314-
2. FOR WOOD APPLICATIONS USE 112 SCREWS, ElC0 114- TAPCONS OR 114"
SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 7 112-
3. ANCHOR EMBEDMENT TO BASE YATER14L SHALL BE BEYOND WALL DRESSING OR
A STUCCO.
4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR
L,�,L2 ir
#12 FH SMS
2" OR 4"-
STAGGERED ON
OPPOSITE SIDES
-11-INTERFERE
(SO AS NOT TO
WOOD MIN.
WITH
EACH OTHER)
BUCK
SEE NOTE 3
2(TYP)=
ll(Typ
MASONRY ANCHOR
I -SEE NOTES I & .3
Ott f f .',. J : . -- , -
NOTE I
TmiCAL MULUON TO STRUCTLIRIF WITH iwop-.
RJJCK REMOVED,FROM CONC.. DETAIL-
-2" OR 4"- #12 FN SMS STAGGERED ON
OPPOSITE SIDES (SO AS NOT
TO INTERFERE WITH EACH OTHER)
MIN.- SEE NOTE 3
L
Typ) 'PI MASONRY ANCHOR, SEE NOTES I & 3
art,
SEE
dw rod^
NOTE 7
T-VIOOD SUCK
TMICA MULLION TO 5TR=WH_WlLbf
WOOD _811CK AND r.ONC_QETAIL =
LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL -TO -CUP
70 BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO -OPENING
(MINIMUM OF 2 SCREWS PER CLIP).
5. LREMIANT, QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL
REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO
CHARTS I AND 2 ON SHEET 5. 1710 THE APPLICABLE MULL SIZE AND
A PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATI014. ANCHORING OR LOADING
CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL.
ALL STEEL 114 CONTACT WITH ALUMINUM To BE PAINTED OR PLATED. Robert L bark, P.E.
_ --- — ____ ____ - _ K 039713
BE USED ONLY WITH PGT INDUSTRIES
_KK,__ 5JJ0j06 -MOWY N00 J & 5
F.X. .5,1'8106 C'= EM8E0. DETMS
NOUSATRES . On -POP,
I" STD, WALL, CLIP INSTALLATION DET
W, Trc,,wLoGr
WKOMIS� a J4207`5 ALUMINUM TUBE CLIPPED MULLION
P.O. BOX 1529 SWAVU06t
Imp. n 34274 MULLSNrs 2ol5 6220
Em
I MULL CLIP
(CLIP TO OPENING)
EJCf'RUSION DWG J 1099
® TWO (2) ANCHOR
LOCATQNS
14h
8MG
® FOUR (4-) ANCHOR
LOCATIONS
NOTES
I, 1MPOR7ANT: OUANTITY OF ANCHORS SHOWN ARE FOR
PICTORML REPRESENTA77ON ONLY. FOR CORRECT OUANTIT
OF ANCHORS, PLEASE REFER TO CHARTS i AND 2 ON
SHEET 5, FIND THE CORRECT MULL SIZE AND PRESSURE
REQUIRED FOR YOUR SPEC/FlC APPLICATION.
2. J/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION
SHOWN AS MAX.
3. REFERENCE TEST REPORTS: F71-3902, 290J AND 2975,
CUP LENGTH CHART
FOR ix ROLL
MULL SITE
A'
I x 2 x 1/9
1 11/16
77 d x 1/8
J it/1b
1" MULL CLIP
W/TABS REMOVFU
(CLIP TO MULL)
EXTRUSION DWG f11099
A/2
BMIN.� A�
Q ONE C12 ANCHOR
SON
BMIIV. TYP.
(A-J/4)/
� r
8MIN. L--A
O THREE Q) ANCHOR
LQCATIONS
TO BE USED O�Y WITH PGT INDUSTRIES PRODUCTS
"I.DZUSTRIES
Ile
i070 7£CNN0.0CY Q,4hE
+roxou>s rL srs7s
R9Gerl L Ckrt, P.E. P.O. 80X 1573
SINCuml PE /?WQU15 a 34274
URI
fmowmw
�iYa�,rYlErlFl.rii.
arrr.
1 - STD. WALL, ANCHOR LOCATIONS
bnc
ALUMINUM TUBE CLIPPED MULLION
Arft;/N,Oa soor.r sa..r p.Q„hp ffp,
MuLLs Nrs 3 d 5 6220
I
0
i
m
(T'p)
Ix STD. WALL MULLS
MAT'L: 6063-T6
a
1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975
PE 14712' P.E.
�71A'1/T
WITH PGT INDUSTRIES
STD. WAL1.
'n7D Rd'XH — PwME
,+DKws, FL 34273 ALUMINUM TUBE CLIPPECI MULLION
V.D. wx 7579 SnM�/YuMI' Soeti; SM <ka�inq'
KWS, FL JON MULLS 1 X 4 a 5 6220
r
0
0
zv
0
N
7
m
_9
E»
co
CHART 1.-ix2x.126
CITY. & TYp.
ANCHOR
OPENING
WIDTH IN
INCHES
50
60
70
80 1
90 1
100
110
F 120
130.
160
CLIP TO
OPENING
(2) A
(2) B
(2) A
(2) 8
(2) A
(2) B
(2) A
(2) B
(2) A
(2) B
(2) A
(2) B
(2) A
(2) B
(2) A
(2) B
(2) A
(2) B
(2) A
(2) B
CLIP TO
MULL
(1) a
(1} B
(1) B
(1) B
(1) B
(1) B
(1) B
(1) B
(1) B
(1) B
v!
X
t
42
48
50.625
54
60
63
66
129
115
107
104
103
103
103
103
103
103
83
73
67
63
61
61
61
61
61
81
70
61
55
52
50
49
49
49
49
49
57
49
44
41
1 39
1 38
38
38
.38
38
41
35
31
29
27
26
25
25
25
25
35
3D
27
24
23
22
21,
20
20
20
_30
26
23
21
19
18
18
17
17
17
5:
72
76
7a
23
20
17
i8
-
-
-
-
-
-
20
-
-
18
15
-
-
-
-
-
-
-
-
CHARY 2.-1x4x.126
CITY. 8 TYP.
ANCHOR
OPENING
WIDTH IN
INCHES
50
80
80
90
1100
110
10
130
160
CLIP TO
OPENING
(2) A
(4) B
(2) A
(4) 8
(2) A
(4) 8
(2) A
(4) B
(2) A
(4) B
(2) A
(4) 8
(2) A
(4) B
(2) A
(4) B
(2) A
(4) B
(2) A
(4) B
CLIP 7O
MULL
(3) S
(3) B
(3) 8
(3) B
(3) B
(3) B.
(3) B
(3) B
(3) B
(3)13
Multlpie Mulled Units
Vertical Mull Horizontal Mull I ��
I I marl
I length
71
ULM Dpening
Length Width
�OW:ding� � Mum
Width
Lee n t
NOTES,' w +fit
1. MAXIMUM ALLOWABLE PRESSURE 1N PSF•
2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS,
CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1.
7MAIr
J. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975
4. ANCHOR TYPES: A. ELCO 7/4' TAPCONS, EMBED. (1 7/4) OR
1/4' SS4 CRM—FLEX, EMBED. (1 3/4 )
B. Ip12 SCREWS
5. SEE ANCHOR SPACING DETAILS SHEET 3.
TO BE USED Y WITH POT INDUSTRIES PRODUCTS
72
76
78
84
90
96
108
111
144
142
120
1 105
95
1 87
1 81
77
124
72
1 71
0�
as P.E.
Pelsa��2
Strvehcmt
INDILISTMES
s
~ t
5�ao os
r
-No alc rNrs st+r
120
102
90
81
74
69
65
63
61
59
F.:
5 8/04
-ANexED CNI1tGE5
111
94
83
74
68
83
60
57
65
53
88
75
65
59
53
49
46
44
42
40!-
1',r.v
2s 00
72
60
53
47
43
39
97
35
33
31
1 STD. WALL PRESSURE .CHARTS ? &
59
5D
43
38
35
32
30
28
27
24
ic�o� o+
MKOUff. FL ,Hz75
„aia°rs�rX[�Ni)s
raw
ALUMINUM TUBE FLIPPED MULLION
41
3S
30
27
24
22
2O
19
18
16
38
32
28
24
22
20
19
17
16
-
s« ..Ne s.e scor
MULLS NTS
•=
5 e1 5
a�ww
6220
17
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_
_
me
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0
0
00 m
m
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0
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