HomeMy WebLinkAboutProduct Approval q!ii QfSH,EY'#fl iii E,,,,, Sheet 1 of 1
DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT
TIME 04.44:44 SALES CONSULTANT KEVIN C WALSH SR ❑YES []NO AYES NO
DATE ORl7.'0017 ORDERED BY PGT USE
CSR&EXT []TOM V,x21326 ALICE W.x21343 ORDERED BY PHONE It S.O.#
DEALER If 12226 CITY,STATE SHIP DATE
CUSTOMER Elizabeth Tem SHIP TO# SHIP VIA
JOB# 10403892 MDI? Q YES E]NO LEAD TIME AUTH
PO# IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS
WINGUARD(IMPACT) [1ENERGYVUE(NON4MPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO YES C]NO
REMODEL V NEW CONSTRUCTION []WOOD OPENING ❑n#12 WOODSCREW r�
Q 1!4'SS TAPCON t1 1i4-SS4 CRETEFLEX LA CONCRETE OPENING
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SERIES# CODE- FRAME `INTERIOR EXTERIOR "t(In) •;..(In.)! UI # 4t STACK lViewed.frprnthe outside (f3H-cr-LH)_.:,. SCULPTURED(S) PATTERN wr ALL 4t=j vti 'BMuiis `->COOE.:`° : tin, _:;_in .;"�U1
1 LIV 5500 DH B WH az 37.00 62.00 99 Stand.ul SIH.
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2 LIV 5500 DH B WH az 37.00 62.00 99 Slanderd,Stenda
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3 HALL 5500 PW B WH Bz 31.00 61.00 112 Slon4.rd
4 SEDC 5500 OR B WH BZ 53.00 36.00 91 Slard.rd,SI-da
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Job L—I MISC(1):Englneaning end Permit
have reviewed and agreed with a#Job specifications and the Special Terms&Conditions on the back of the yellow(Customer)copy.
Customer Signature
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9/30/2016 Florida Building Code Online
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Product Approval Menu>Product or Aoolication Search>Application List>Application Detail
FL# FL14705-R4
i
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941) 486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Double Hung
Compliance Method Certification Mark or Listing
j Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/26/2016
Date Validated 09/22/2016
https:/tforidabuilding.org/pr/pr_app dUmpx?param=wGEVXQwtDqueufsxW4GVzd2DpSQYW5RI°/a2fFNNLhUriZp/e2f27WfVFJfwasg%3d°/aid 112
9/30d016 Florida Building Code Online
Date Pending FBC Approval
Date Approved 09/25/2016
Summary of Products
I
FL# Model,Number or Name Description
14705.1 DH-2760 Vinyl Double Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14705 R4 C CAC NCA 13-1125.02 Rev F.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2020
Design Pressure: +65.0/-80.0 Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL14705 R4 IT NOA 13-1125.02 Rev F.odf
(NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
14705.2 DH-5460 Vinyl Double Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ-Yes FL14705 R4 C CAC 16-0714.08.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/17/2020
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL14705 R4 II 16-0714.08.i)df
(NCA) for product performance information, anchorage Verified By: Miami-Dade BCCO-CER
details, and anchor type,size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
14705.3 DH-5560 Vinyl Double Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ-Yes FL14705 R4 C CAC 16-0714.09.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/17/2020
Design Pressure: N/A Installation Instructions
Other; Please see Miami-Dade County Notice of Acceptance FL14705 R4 II 16-0714.09.c)df
(NCA)for product performance information, anchorage Verified By: Miami-Dade BCCO- CER
details, and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone;850-487-182
The State of Florida is an AA/EEO employer.Copyright 2007.2013 State of Florida. :: Privacy Statement::Accessibility Statement Refund Statement
Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here
Product Approval Accepts:
on® xaFd
Credft Card
Safe
https:ltfloridabuilding.org/prlpr�_appjd.aspx?param=wGEVXQwtDqueufsxW4GVzd2DpSQYW5RI�/�2FNNLhUnZ%2f27WfVFJfwasgg/e3dn/�3d 212
MIAMI- MLAM-DADE COUNTY
omm PRODUCT CONTROL SECTION
DEPARTMENT OFREGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"DH-5560"PVC Double Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No.MD-DH5560-01 titled"Double Hung Window Installation-
LM", sheets I through 14 of 14, dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer,
signed and scaled by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NQA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-0812.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 16-0714.09
Expiration Date: September 17,2020
Approval Date: August 25,2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 15-0812.04)
2. Drawing No. MD-I)H5560-01 titled "Double Hung Window Installation LM",
sheets I through 14 of 14, dated 05/15/15,with revision A dated 05/05/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, DuTasealO spacer system, Super Spacer®NXIT14 spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC,TAS 201-94
6) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of series 5460 and series
5560 PVC double hung windows,prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 15-0812.04)
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 a series 5560 PVC double
hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.
Fn-8007, dated 04/28/15, signed and sealed by Idalmis Ortega, P.E_
(Submitted under previous NOA No. 15-0812.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 07/30/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0812.04)
Manel P z, E.
Product Contro Vxa er
NOA No - 4.0,
Expiration Date: September 1'7,2020
Approval Date- August 25,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (coNmmm)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
F. MATERIAL CERTIFICATIONS (CONTINUED)
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Butaciteg PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas@(Clear and White) Glass Interlayers" dated 06/25/15,expiring on
07/04/18.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13,expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20.
5. Notice of Acceptance No. 140529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 04/16/15, expiring on 04/16/20.
F. STATEMENTS
I. Statement letter of conformance, complying with FBC_5th Edition (2014), dated July
30, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0812.04)
2. Statement letter of no financial interest,.dated July 30 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0812.04)
3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14, signed by
Jaime Gascon,P.E. Supervisor, Product Control Section.
(Submitted under previous NOA No. 15-0812,04)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0812.04,issued to PGT Industries, Inc. for their Series
"DH-5560"PVC Double Hung Window- L.M.I." approved on 09/17/15 and expiring
on 09/17/20.
Ptoduct ConjolEx miner
NOA 1 714.09
Expiration Date: September 17,2020
Approval Date: August 25,2016
TABLE A:MAXIMUM D.C.SPACING DESIGN PRESSURE RATING IMPACT RATING
54'MAX.SUCK WIDTH VARIES PER REINFORCEMENT LARGE&SMALL MISSILE
Glass Types Abo.e Meeting Rall LEVEL,SEE SHEETS 6.7 IMPACT RESISTAINT
S 8,SEE 30'MAX.D.C. _12"MAX. 5-8 15.112*
54'MAX,SUCK WIDTH SHEET 3 9-16 12' 52-118"MAX.SUCK WIDTH
A,SEE I---- I �� SEE SHEETS 1-1/4'
H,SFE 30-MAX.,O.C. t2"MAX.
SHEETS ---4-1 12'MAX' SHEET"t T(P SASH VISIBLE 54'MAX.SUCK WIDTH D.SEE,.. &9
LIGHT WIDTH 66.338" HEET 4
MAX. SEE 30"MAX.D.C. 12"MAX,
SH �T S
3� 12"MAX. 0 SUCK SHEET 3 S C,a
T P SHEET 4' -
-!(—
EQUALLY BAIN
HEIGHT A.SEE r
y
EQUALLY SPACED VISIBLE 12'MAX.
SEE TABLE A ANCHORS LIGHT SEE TABLE A SHEET3t i
CFD PER TABLES HEIGHT EQUALLY SEE TABLE A
ANCHORSPER9_11 - - , SPACED
TABLES 9-11 x I ANCHORS PER B84'
84* TABLES 9-11 62" x UCK
_T7 MAX. -_T� MAx- HEIGHT
10"MAX.D.C. BUCK 10"MAX.D.C. BUCK
1_x
HEIGHT rxi X HEIGHT (86.338-
SHOWN
TQUO . MAX.)
EQUALLY 'SASH13.807"MAX.D.C.
D., L-------/�
SPACED ANCHORS VISIBLE y ORS PER
LIGHT SHEETS ANCHORS PER ER TABLE�s HEIGHT TABLES 9-11 A
3,807"MAX O.C� E13.807"MAX D.C.
ASPACrD NCH SPACED SH'SEE
--- ------ 1I
TABLES 9-11 9-11 ago
A
P
6-112*MAX. -16-ill'MAXlit
NOANCHORSATSILL NO ANCHORS AT SILL NO ANCHORS AT SILL
------- E SEE SILL%kEEP- SEE SILL WEEP- D—.-.--j 1-114" SEE SILL WEEP-
NOTCHSEE SILL WEEP- M SASH VISIBLE NOTCH DETAILS, NOTCH DETAILS, NOTCH DETAILS,
NOTCH DETAILS, BOTTOM T
S
HEET3 LIGHTWIDTH SHrET3 SHEET3 SHEET4
ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME
ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME
SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION
SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FINL
75"HEIGHT SEE TABLES 6-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
GENERAL NOTES:SERIES 5560 IMPACT RESISTANT DOUBLE HUNG WINDOW GENERAL NOTES _A
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.... 1
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST BE TEMPERED, FRAME.GLASS&ANCHOR
3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMLOADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS_........................2
CONCRETE-MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&
4)ALL WOOD BUCKS LESS THAN I-IiZ-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.iX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LrGfBOX.................3
DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL......................4
5)ANCHOR EMBEOMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT,INSTALLATION ANCHORS GLAZING DETAILS........................5
SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES.. .6-7
6)114 MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES....... B-11
7)DESIGN PRESSURES: EXTRUSION PROFILES. ..........12
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. I ASSEMBLY&PARTS LIST..........13-14
S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED:
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NO -2014 FLORIDA BUILDING CODE(FBC),STH EDITION
BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WIT -ASTM El 300-09
OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, -ANSIIAF&PA NOS-2012 FOR WOOD CONSTRUCTION
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT REVISED
`10)REFERENCES:TEST REPORTS FTL.8006&8007;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& -A1SI-8100-07182-2010 complying with ft fladds
uilding Cede
BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NON$:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AFAPA;NW&ALUMINUM DESIGN MANUAL Acceptenca No •"10
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
R.W..d By. Dote:
()5/05/16 A)ADDED SPA ERB
USER INSTRUCTIONS: JR
TO SHEET 6. Dy
ReWd By: Bat.:
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7.
2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS,
3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN
Brown 8y:
PRESSURE FROM TABLES 4 OR 5.IT MUSY EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW D.wfptlm
OPENING OBTAINED IN STEP 1. GENERAL NOTES&ELEVATION �SOWSKI
4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS 1 .
FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. 1070 TECHNOLOGY DRIVE litter
5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. N. VENICE, FL 34275 DOUBLE HUNG WINDOW INSTALLATION-LM 05115/15
(941)-480-16
00 Sheet NOTE;DEPIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNWk��,P.E. CERT. OF AUrH. #29296 560 NTS 101 5560-01
INTEGRAL FIN OR EQUAL LEG/SOX]L P N DH-5
EX 58705
TABLE I:ALLOWABLE GLASS TYPES Frame Glass Frame
Thea Design Description(Listed from Exterior to Interior) Two. Options Contigs. Installation Options that maybe used
5
ressure
Type Taableble#Pheet#
5 718"Laminated I.G.:1/e"A Extedor Cap+7/16'Air Space+6/16"Laminated;(2)Liles of 1/8"A Glass with.090"PVg Intedayer 4,5 6 (sea Fig B) (see Table 1) (see Fig A)
6 718'Laminated LG.:1/6"T Exterior Cap+)till'Air Space+6116"Lamfnated;(2)Utes of 118`A Glass with.090'PVB Intedayer 4,5 6 ....Into 2X Wood Frome/Buckstrip-sheet 3,option 1'
T 718"Laminated LG.:3116'A Exterior Cap+318'Air Space+5/18"Laminated;(2)Was x(118"A Glass with.090"PVB Intedayer 4,5 6 Flange Equal-Lite, Through the flame ....Into Conc rete/CMU-sheet 3,option 25-16
(#2) Ode Cottage
of the Window......
8 718'Laminated 1.G.;3/18•T Exterior Cep+V8'Air Space+511@"Laminated:(2)Ulea 0118"A Glass with.000'PVB Intedayer 4,5 6 &Cottage ....through 1X BucKstdp into Concrete/CMU-sheet 3,op9on 3
9 718`Laminated I.G,:1/8'A Extedor Cap+7/18"Air Space+5/18'Laminated;(2)Utes of 118'H Glass with.090"BE Intedayer 6 7 ....Into Metal-sheet 3,option 4
10 718"Laminated LG.:118'T Exterior Cap+7116'Air Space+5118"Laminated;(2)Liles of 118'H Glass with,090"SG Intedayer 6 7 ....Into 2X Wood FramelSuckstdp-sheet 3,option 1
11 718"Laminated I.G.:3116"A Exterior Cap+318'AU Space+5116"Laminated;(2)Was or 1J8'H Glass with.09T SG Infodayer 6 7 Box/ Equal Its, Through the Game ....Into COncmiefCMU-sheet 3,option 2
Equal-Leg 5-16 Odel/Pmuew
12 7/8•Laminated I.G,:3118'T Extoror Cap+318'Air Space+5/18"Laminated;(2)Liles of 118'H Glass with.090"SG Intedayer 5 7 (#4) &Cottage of the window...,.. •...through 1X Suckstrip into Concrete/CMU-sheet 3,option 3
13 719"Laminated LG.:1/8'A Extedor Cap+5116"Air Space+7/16"Laminated;(2)Utes of 311 B"A Glass with.090"SG Intedayer 7 7 Into Metal-sheet 3,option 4
14 7!8'Laminated I.G.:118'T Exterior Cap+5116'Air Space+7/16"Laminated;(2)Utes of 3116•A Glass with.090"SG Intedayer 7 7 Through the ....Into 2X Wood Frame/Sucksldp-sheet 4,option 5
15 7/B"Laminated I.G,:3116'A Exterior Cap+114"Alf Space+711@"Laminated;(2)Utes of 3116"A Glass with.090"SG Intedayer 7 7 J-Channel Equal-Ute, Integral en...... ,.-,into Metal-sheet 4,option 7
16 718"Laminated I.G,:3116'T Exterior Ca +1/4'Air Space+711@"Laminated; 2 Lites of 3118"A Glass with.090'SG Intedayer 7 7 5-6 OrIeI/Pmt4ew
P P () y (01) &Cottage Through the home ....Into 2X Wood Frame/Suckstdp-sheet 4,option 6
or the window...... ,..,Into Metal-sheet 4,option 8
TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5.7,9,11.13 PThro-ugh
gh the ....Into 2X Wood FramelBuckstdp-sheet 4,option 6
Min.Edge Min. &15 MAY NOT BE USED IN Equal-Ute,
Group Anchor Substrata THE HVHZABOVE 30'. Integral Fin ral fin•••-•- ....Into Metal-sheet 4,option 7
Distance Embedment" • (#3) 6-e OdeVProNew the name ....Into2X Wood Frame/Suckstd sheet 4,o tion&CortegeP- P#10 SMS P.T.Southern Pine(SG=O. ) 7/i6` 1- 8" e window...... ,..,into Metal-sheet 4,option 6
Steel,A36` 3/8" 0.050"
(steel,18-8 S.S. 'MIN.OF 3THREADS
or 410 S.S.} Slee!Stud,A653 Gr.33' 3/8' 0.0451"(18 Go.) BEYOND THE METAL "N'=ANNEALED
A Aluminum,6063-T5' 3/8' 0.050" SUBSTRATE.FOR "H'-HEAT STRENGTHENED
P.T.Southern Pine(SG=0.55) 7/16" 1.•3(8" STEEL STUDS, FIGURE 0:FRAME TYPES "T"=TEMPERED
min.2.85 ksl) 1" 1-318" MIN,Fu=45 KSI 8 "PVB"v.090'BUTACITED PVB
3116"sleet Ultrac00 Concrete
( ) MIN.Fy=33 KSI. BY KURARAY AMERICA,INC.
Ungrouted CMU,(ASTM C-90) 2-112" 1-114"
"UNGROUTED CMU" 2 4
P.T.Southern Pine(BG=0.55) 9116" 1-316" 0 0 "SO"=.096"SENTRYGLASS
#12 SMS VALUES MAY BE INTERLAYER BY KURARAY
Steel,AW 318" 0.050" USED FOR GROUTED
8 (steel,18-8 S.S. q BOX OR AMERICA INC.
Or 410 S.S.} Steel Stud,A653 Gr.33' 318" 0.0451'(18 Ga.) CMU APPLICATIONS. FLANGE EQUAL-
Aluminum,6063-T5' V8" 0.063" FIGURE A:FRAME CONFIGURATIONS LEG
114"sleet Uttracon Concrete(min.2.85 ksl) 1" 1.314" °
C Ungrouted CMU,(ASTM C-90) 2-112" 1-114" / e
1/4"steel Creleflex Concrete(min.3.35 ksi) 1" 1-314"
114"steel Uttracon Concrete(min.2.85 ksl) 2-112" 1.31W'
1/4"steel Uttracon F.T.Southern Pine(SG=0.55) 1" 1"3!8"
114"steel Cretellex Concrete(min.3.35 ksl) 2-112" 1.314" /// %j 1 3 ti
Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" Y f
D iJ4`stet(C(e1eAeX J-CHANNEL INTEGRAL
P.T.Southern Pine(SG=0.55) 1" 1.318" EQUAL-LITEORIEL COTTAGE �1 FIN q
114"steel Aggre-Gator Concrete(min.3.275 ksl) 1-112" 1-3/B"
114'steel Aggre-Gator P.T.Southem Pine SG=0.55 1" 3 8"
Grouted CMU,(ASTM C-90) 2" 2" o
TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN PRODUCT REVISED
ss csmplyiug with @te Florida
Group Anchor Substrate Min.Edge Min. Daae.,Cody 1(p-O 0
On.
Embedment' .: is p q
ReWsed 9r: Dote: Ravkron: C-<imus.Data
E 2-1/2"x.131"Common Nail P.T.Southern Pine(SG-.55) 318" 2.7/16"
2-112"Ring-shank Roofing Nail F.T.Southern Pine(SG-.55) 318" 2-7/16" ,`�, ^r
r. *., Mi-sell ode Prodod on
P.T.Southam Pine(SG=.55) 1/2" 1-318" RsWead 8y: Dote: Rsvlatan:
#10 7ruaahesd SMS Aluminum,6063-T5' 318' 0.050"
(steel,18-8�d10 S.S.jS.
Steel Stud,Gr.33' ,_3/8" 0.0451"(16 Ga.) _ y '• }b •-!.v G OescrtpBon: Grown by:
MI"•oF3 ( r { ` GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKi
F Steel,A36` 3!@" 0.050' L,t, b 1 I
P.T.Soulhem Pire(SG 55) 9116" 1-3(B" THREADS BEYOND Jy ;'�:;'�'•�.
#t2 EMS THE METAL .,r 1070 TECHNOLOGY DRIVE Title: Oat::
(steel,to 6 ss. Aluminum,6D63-T5" 31@" 0.083' SUBSTRATE.FOR :(: {i ' N.VENICE, FL 34275 DOUBLE HUNG WiNDOW INSTALLATION-LM 05/15/15
Steel Stud,Gr.33' 3/8" 0.050' STEEL STUDS, ,�,rry ,.•„
or 410 S.S. MIN.Fu-45 KSI& ;, (941}-480-1600 5.,Wl,Nadat Scvle: Sheet Ormdnq hb. Rar.
Steel,A36' 318" 0.050" MIN.Fy=33 KSI A.'LYNA MId@Ed,P.E.
REA68705 CERT. OF AUTH. J29296 DH-5560 NTS 2 OF 14 MD-DH5560-01 A
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND iX
DIRECTLY INTO CONCRETE/CMU. SUCKSTRIP INTO CONCRETEICMU.
OPTION I EDGE DISTANCE SEE NOTE 2,THIS SHEET,
ANCHOREDTHROUGH t EMBEDMENT
FRAME INTO 2X WOOD EMBEDMENT /4*MAX SHIM
FRAME OR SUCKSTRIP. 16 114"MAXSHIM -T
SEE NOTE 2,THIS SHEET. C EMBEDMENT VISIBLE
EDGE 00 18 LIGHT WIDTH 17 EDGE
FLANGE FRAMEDISTANCE
SHOWN DISTANCE BALANCE
44 TYPE
BOTTOM
f BASH
114*MAX TYP,ANCHOR
SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPE,
2 TYP.ANCHOR TYPE, EMSEDMENTAND WEIGHT 54 30 EMBEDMENT
EDGE AND EDGE
EMBEDIVIENTANDEDGE DISTANCE PER 31 DISTANCE PER
DISTANCE PER SUBSTRATE,
SEE TABLE 2,SHEET 2. SUBSTRATE, EDGE SUBSTRATE,
18 SEE TABLE 2,SHEET 2. • TOP
D SASHDISTANCE SEE TABLE 2,
SHEET 2.
VISIBLE
ILII FLANGE LIGHTWIOTH ED
UAL
FRAME 10 12
n12 LEGIBOX
19 NOTES: SHOWN 87 FRAME EXTERIOR
20 OPT,SASH TOP SUCK WIDTH SHOWN
LIGHT VISIBLE LIFT RAIL 1)USE ONLY I'D
HEIGHT SUBSTRATE-APPROPRIATE HORIZONTAL SECTION A-A
ANCHORS LISTED ON TABLE 2,
SHEET 2,FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FSC COMPLIANT ALUMINUM/STEELFRAMING OR STEEL STUD.
49 21 FOR ALL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2.
22 WINDOWS:i INSTALLATION OPTION SHOWN MAY
ANCHOR @ BE USED ON ANY SIDE OF THE
3.55'FROM WINDOW. 114*MAX'
END AND AT SHIM #10 OR#12 STEEL
45 46 47 CENTER. 2)MASONRY ANCHORS MAY BE 1/4'MAX-
'
SELF-DRILLtNG
SUCK FOR USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE SHIM
HEIGHT WINDOWS SHEET 2,ALL WOOD SUCKS LESS TABLE2,
50 O ie OVER 36" THAN 1-1/2"THICK ARE TO BE SHEET2.
EXTERIOR WIDE:ADD CONSIDERED 1X INSTALLATIONS.IX
30ADDITIONAL WOOD BUCKS ARE OPTIONAL IF
T- SCREWS UNIT IS INSTALLED DIRECTLY TO
VISIBLE @16-310" SUBSTRATE.WOOD SUCKS
FROM END. DEPICTED AS 2X ARE 1-112'THICK
LIGHT OR GREATER.IX AND 2X SUCKS
HEIGHT (WHEN USED)SHALL BE DESIGNED
16 TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL
TESTED UNIT THE STRUCTURE.WOOD SUCK FRAME LEGtSOX
(2)1' 0 64 LOCATION:6-5/8" DESIGN AND INSTALLATION IS THE SHOWNFRAME
INTERIOR 63 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN
WEEP OR ARCHITECT OF RECORD. =r—jt IEXTERIOR
NOTCHES AT 31
EACH END. n3O 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION nn INSTALLATION
(ALSO REFERRED TO AS DAYLIGHT OPTION"'.. VOPTION 4
PRODUCT REVISED
OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH as-.p(yi"s with the Ftorml.
8 BEADING TO BEADING. FRAME TO METAL 'FRAME INTO METAL 8vildigCod. --071 �
A.�pt�--e rj�16 4 OT
Revised 9), D.I.: R-WwE .Data 7FWM,
EQUAL- IS X 114"MAXSHIM, re
FRAME SHOWN i By
VISIBLE LIGHT FORMULASR-1..d Hr. Dot. R.Osf—
mill, pl.d.4t,
.27'X
125"
WIDTH r
WFEPHOLE @SASH:SUCK WIDTH-6.112*
NO ANCHORS
REQUIRED IN Dr.
W/COVER @ @ FIXED LITE�BUCK WIDTH-7-1/2'
2.87'FROM
3 FLANGE OR FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI
E
EACH END. QUAL-LEG
• FRAME SILLS HEIGHT(EQUAL-LITE) r. 1070 TECHNOLOGY DRIVE ntl.�
BUCK HEIGHT/2-4-318" .......... N. VENICE, FL 34275
DOUBLE HUNG WINDOW INSTALLATION LM 05/15/15
(941)-480—1600
VERTICAL SECTION B-8 Sertm/Modet. smk sheat: R—
A.LYNN,MILLER,P.E. CERT. OF AUTH. #29296 DH-5560 NTS OF 147 M6-DH5560-01 A
RE#68705
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 6
ANCHORED THROUGH FRAME ANCHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR INTO ZX WOOD FRAME OR
INSTALLATION OPTION 5 EMBEDMENT -WI BUCKSTRIP.SEE NOTE 2,THIS BUCKSTRIP.SEE NOTE 2,THIS SHE EDGE DISTANCE
ANCHORED THROUGH INTEGRAL EMBEDMENT SHEET.
FIN INTO 2X WOOD FRAME OR — 1/4"MAX SHIM
BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE16 0 114"MAX SHIM
SHEET. TYP.ANCHOR TYPE, VISIBLE 17
J-CHANNEL EMBEDMENT AND EDGE 0 18 LIGHT WIDTH
FRAME DISTANCE PER SUBSTRATE,
SHOWN SEE TABLE 2,SHEET 2. D BALANCE
44 TYPE BOTTOM
VARIES SASH EMBEDMENT
L114 "MAXSHIM 42 WITH SASH
7 TYP.ANCHOR TYPE, EDGE WEIGHT 54DISTANCE 30
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, 31
SEE TABLE 3,SHEET 2. TOP
is (NAIL SHOWN) a SASHTYP,ANCHOR TYPE,
85 INTEGRAL EMBEDMENT AND EDGE
VISIBLE FIN DISTANCE PER SUBSTRATE,
J-CHANNELJ LIGHT WIDTH D FRAME SEE TABLE 3,SHEET 2,
FRAME 9 87 11 SHOWN (NAIL SHOWN)
72 19 NOTES: SHOWN EXTERIOR
VISIBLE 20 OPT.SASH TOP SUCK WIDTH
LIGHT LIFT RAIL 1)USE ONLY
HEIGHT SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2&3
li 49 48 OF SHEET 2.FOLLOW EMBEDMENT
21 FOR ALL AND EDGE STANCE LIMITS.ANY 114*MAX SHI� DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM STEEL FRAMING OR STEEL STUD.
22 WINDOWS INSTALLATID c MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3.SHEET 2.
01�OPTION SHOWN MAY
ANCHOR BE USED ON ANY SIDE OF THE15 —I
3.85'FROM WINDOW. 10 OR#12 STEEL 14*MAX.
END AND AT
45 46 7 CENTER. 2)MASONRY ANCHORS MAY BE SELF R
<.i SELF-DRILLING SHIM
BUCK FOR USED INTO WOOD AS PER TABLE 2. -0
HEIGHT WINDOWS SHEET 2.ALL WOOD SUCKS LESS SMS(G6).SEE
50 is OVER 36' THAN 1.112"THICK ARE TO BE 30 TABLES 2&3, 0
EXTERIOR
WIDE:ADD CONSIDERED I X INSTALLATIONS. SHEET2.
30 ADDITIONAL 1X WOOD SUCKS ARE OPTIONAL IF
SCREWS
OR
SELF_
SMS,
TABLES
SCR UNIT IS INSTALLED DIRECTLY TO
VISIBLE @16-318- SUBSTRATE.WOOD BUCKS
LIGHT FROM END. DEPICTED AS 2X ARE 1-112"THICK
HEIGHT OR GREATER.iX AND ZX BUCKS
N (WHEN USED)SHALL BE DESIGNED
(2)1- 16 J CJ
TO PROPERLY TRANSFER LOADS FIN AND/OR
INTERIOR TESTED UNIT TO THE STRUCTURE.WOOD BUCK FLANGE REMOVE
WEEP 64 LOCATION:6-5/6* DESIGN AND INSTALLATION IS THE 0 IN-FIELD 0
N( 63 FROM SASH END. RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN
NOTCHES AT" "ME INTEGRAL
EACH END. 1� 31 OR ARCHITECT OF RECORD. FRAME SHOWZNI
27'X 1.25' 7 30 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR I TAL TION
WEEPHOLE 38 (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION i— PRODUCT'REVISED
WICOVER @ TYP.ANCHOR TYPE,EMBEDMENT AND OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO dt complying with tho Flotide
2.87'FROM EDGE DISTANCE PER SUBSTRATE,SEE BEADING TO BEADING.
EACH END. INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) Building Cod.
TABLE 3,SHEET 2(SCREW SHOWN) AcceptanceNo(6-O '4
R-1-d er. Do(.: E."At' Dote
114"MAX RIst.n:
INTEGRAL FIN _1
I SHIM By'
FRAME i-,I dt Product LIGHT FORMULAS Nfi.ni dt Pr
SHOWN act
7��fs.d 6y., Dd., Ravkfan:
NO ANCHORS REQUIRED IN
FRAME SILL IF ANCHORING WIDTH
@SASH:BUCK WIDTH-6-1/2' WIG D..afptfn: Drawn
THROUGH THE FRAME. @ FIXED LITE:SUCK WIDTH-7-1/2' Ry
/- J-CHANNEL&INTEGRAL FIN FRAMES
EDGE DISTANCE
INSTALLATION OPTION 5 EQUAL-LITE] J ROSOWSKI
1070 TECHNOLOGY DRIVE
ANCHORED THROUGH MIGHT/2 4-3/9' • 17H..
N. VENICE, FL 34275
INTEGRAL FIN INTO ZX WOOD EMBEDMENT (941)-480-1600 DOUBLE HUNG WINDOW INSTALLATION
NOTE 2,THIS SHE NT 40F1
FRAME OR SUCK-$ :� "
;TR'P'SE'= VERTICAL SECTION D-D /&Ii�.M
FT. A. -h�P'E
REN 68705 CERT. OF AM. #29296 j DH-5660 S Isneer:
4 JDM�wDfn`lDNe.
5560-01, A
SILICONE TABLE 4: TABLE 5:
ols.Typex Design Pressure,lbsW GlanTypaw Design Pressure,lbshe
STRUCTURAL1/4"NOM. 5,0.7&0 -65.01-70.0
POLYISOBUTYLEN +50.0/-50.0
WITH DESICCANT Reinforcement Reinforcement
KODI SPACE Level:R1 For all window&dash 0—par Table 8 Level:R2 For all window&sash sPcos per Tanis 9
EXT.GLASS SEE TABLE 8,SHEET 8 FOR SEE TABLE 9,SHEET D FOR ,
4SG TPS ANCHOR GROUP AND QUANTITY. ANCHOR GROUP AND QUANTITY.
INT.GLASS
ALUMINUM
—REINFORCEMENT HEADER HEADER
116"NOM 23 23
BUTYL&
HEADER HEADER
13 VM
DESICCANT TOP TOP
SASH
EXT.GLASS
FOAM nDURASEAL@ SASH HEIGHT
HEIGHT NOTES:
SPACER 24 MEETING RAIL 7 25 A MEETING RAIL 1)USE THESE TABLES FOR ALL
WINDOWS INSTALLED THROUGH
THE FRAME OR INTEGRAL FIN.
INT.GLASS 2)FRAME DIMENSIONS ARE SUCK.
JAMS 23 24 JAMB 23 25 SASH HEIGHT IS AS PER THE
HOT-MELT BUTYL F)[----- FIGURE.
STRUCTURAL BOTTOM EXTERIOR BOTTOM
N
SILICONE SASH SASH 3)FOR SIZES NOT SHOWN,ROUND
FOAM 3/16,NOM 23 HEIGHT 23 HEIGHT UP TO THE NEXT AVAILABLE
WIDTH OR HEIGHT DIMENSION
WITH 23 23 SHOWN ON THE TABLE.
NT
DESICC#ANT
i. SUPER
EXT.GLASS
(")�i-PACER@NXTT" SILL SILL
EXTERWR
115
INT.
NT.GLASS
POLYISO- DESICCANT FILL AREA
BUTYLENE 5/16"NOM, SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH
SEAL SILICONE SEAL LEVEL R1 REINFORCEMENT&GLASS TYPES 5-8 LEVEL R2 REINFORCEMENT&GLASS TYPES 5-8
ROLL-FORMED (REINFORCEMENTS SHOWN IN FIGURES (REINFORCEMENTS SHOWN IN FIGURES
It'
STAINLESS STEF TM ABOVE APPLY TO ALL FRAME TYPES& ABOVE APPLY TO ALL FRAME TYPES&
XLEDGE CONFIGURATIONS) CONFIGURATIONS) PRODUCT REVISED
s79 as...plyipgwith the Find"
Exr.GLASS SPACER Bngamg cads
Acceptance No 16 40920
R vIsod By. Do(.: R-Wan: C.Piimicm Dd.=-,
SPACERS.t.N1 JR 05/05/16 A)ADDED SPAC
....... • By
INT.GLASS
Rvf—d 8), NW R-Iyon:
Part# Description Material
76 Kornmerling 4SG TPS Spacer System SPACERS&DESIGN PRESSURE TABLES J ROSOWSKI
See this
77 Quanex Super Spacer nXTwith Hot Melt Butyl Data:
Sheet for 1070 TECHNOLOGY DRIVE 776.:
78 Quanex Duraseal Spacer N,VENICE, FL 34275 DOUBLE HUNG WINDOW INSTALLATION-LIVI 05115/15
Materials (941)-480-1600
�D;7DI"q�Nl�
Shoot:
�4
D
Raw
REFERENCE TEST REPORTS:F7L-8717,8968&8970 P.E.#68705 CERT. OF AUTH. #29296 DH-556
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TABLE 12:
Hili of Material
# Part# Description Material {( 1e
1 620113 Frame Head-J-Channel PVC
2 620114 Frame Head-Flange PVC e
3 620115 Frame Head-Fin PVC
4 620116 Frame Head-Equal Leg/Box PVC 9
5 620105 Frame Sill-J-Channel PVC 1070 TECHNOLOGY DRIVE
1 N. VENICE, FL 34275
6 620106 Frame Sill-Flange PVC (941)-400-1600
7 620107 Frame Sill-Fin PVC
8 620106 Frame Sill-Equal Leg/Box PVC CERT. OF RUTH. 429296
9 620109 FrameJamb-,-Channel PVC 85
10 620110 Frame Jamb-Flange PVC
11 620111 Frame Jamb-Fin PVC82
`r ~i
12 620112 Frame Jamb-Equal Leg/Box PVC {r
14 620171 Top Sash Pull(opt•) PVC 86 II
15 620140 Keeper Rail PVC
INTERIOR AND
`'• MITERED FRAME WITH
16 620129 Sash Rail(Sides,Top&Bottom) PVC 87 FRAME WELDS EXTERIOR
17 620134 Balance Cover PVC J/(—
18 1 620133 Sash-Stop/Screw Cover PVC
40 OR 42 43 18
19 620156 Uft Rail Interlock 6005 T5 Al
20 620144 Uft Rail Interlock Cover PVC 81 OPT. 39 NIA FOR♦50l-50 DP UNITS I
21 620157 Beveled Interlock 6005 T5 Al (,
22 620145 Beveled interlock Cover PVC
23 620150 Ught Sash Reinforcement 6063 T6 Al 4a
24 620151 Standard Sash Reinforcement 6063 T6 Al 1g
25 620152 HO Sash Reinforcement 6063 T6 Al
30 61644 Weatherstrip,.18T'x.270"Fin Pile SPIRAL BALANCE 42 43
31 6Q300 Weatherstrip,A90"x.300"Foam Bulb � OR
32 61719 Weatherstrip,.18T'x.220"PolyPlle CONS7A BALANCE 40
33 61825 Weatherstrip Plug,.220"Finseai ao OR 42 43
35 78X1 MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) Ss 41 9
38 720210 Weep Hole Cover PVC
39 720185 Tilt Latch Reinforcement Clip PVC
40 720X 000( Constant Force Balance e0
41 78X34PPAX #6 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS
42 Spiral Balance ')
43 720205 Spiral Balance Shoe Nylon !
44 78X114FPAX#8 x 1-1/4"'Ph.FH SMS(Spiral Balance Screw) Ss SCREEN !_
NOTES: ASSEMBLY
1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY.
2)J-CHANNEL FRAME SHOWN,PARTS#1,5 6 9,OTHER FRAME TYPES APPLY, DETAILSFRAME
3)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTO..TO BE LABELED FOR AAMA EXTRUDER CODE.
4)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 6&7. ASSEMBLY 5 ft
5)ITEMS#13.26-29,34,36,37,65-71,73&84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. DETAILS i
grit;t;j, EXTERIOR - _ ATTACHES 70 l
Ravhed W. Date: RerW= r t PIVOT BAR,#80
NEXT SHEET
Rovra.d BY: Dote: R.,4,1-: i
PROGUCTREVISED
Deacrrp#aa: Dnewn By: --r't---,.: t. ,L+<amplYing with U,o Clorlde I
r Building C4 de
BILL OF MATERIAL (BOM) J ROSOWSKI ;`:` Avcp+n+,�nrwt6 o t
E•spiretion Data Q
DOUBLE HUNG WINDOW INSTALLATION-t M 05/15/15 ` :: r
.�.'•- `�.` Miatrti ode Prtoduat
Serka/Aradel: Srole: Sheat: [Nawrna Na. Rer, f ; i
DH-5560
NTS 13 OF 14 MD-DH5560-01 A A•LvP.E.068705*
8705 P.E.
P.r=.a se7as I
|
! 50 76)C34PPTX #6 x 3/4'PH.PH SDS(Keeper Screw) SS 2 X4 (941)-480-1600
� 51 420181 UR B MITERED FRAME WITHeveled Tilt Latch Comer Key PVC ATTAC INTERIOR AND EXTERIOR CERr. OF AUTH. #29296
1013616 Florida Building Code Online
BUS Home I Log in User Registration I Ho[Topics Submit Surcharge I Stats&Facts PubliraUons FBC Staff ,BUS Site Map Links I~#Search
Nita
Product Approval
'USER:Public User�
Product Approval Menu>Product or Application Search>Application List>Application Detail
�-<« FL# V*Apved
Application Type
Code Version
Application Status
BPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
i
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO- CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201, 202, 203 1994
Equivalence,of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/07/2016
Date Validated 09/21/2016
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i
10/3616 Florida Building Code Online
Date Pending FBC Approval
Date Approved 09/25/2016
Summary of Products
FL# Model,Number or Name Description
243,1 CA-640 Fixed (Non-Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.20.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/11/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 Rig U 16-0629.20,pdf
Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.2 CA-740 Fixed (Large Missile Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 160629,22.od
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/11/2018
Design Pressure- N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 U 16-0629,22.pdf
Acceptance (NOA) for product performance information, Verified By: Miami-Dade BCCO- CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.3 PW- 220(Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C.CAC 16-0505.03.pd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant; No 08/18/2021
Design Pressure:N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 11 16-0505,03,odf
Acceptance (NOA) for product performance information, Verified By: Miami-Dade BCCO- CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.4 PW-520 (Large Missile Impact) T\ArnGuard Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0612.13.r)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 01/08/2019
Design Pressure: N/A installation instructions
Other!Please see the Miami-Dade County Notice of FL243 R19 11 15-0612.13.r)df
Acceptance (NOA) for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.5 PW-620(Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.13.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant; No 02/19/2019
Design Pressure:N/A Installation Instructions
Other; Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.13.pdf
Acceptance(NOA) for product performance Information, Verified By: Miami-Dade BCCO- CER
anchorage details, and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.6 PW-720(Large Missile Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC I6-062%14.pdf
Approved for use outside HVHZ-Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/19/2019
Design Pressure:N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 Rig 11 16-0629,14.ndf
Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size, and spacing Created by Independent Third Party:
information.
https:/Aw.vw.floridabuilding.org/pr/pr_app_.Od.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl�/`2fPhNiqzKSXghHT8*/`3d 24
1013/2016 Florida Building Code Online
Evaluation Reports
Created by Independent Third Party:
243.7 PW-820(Large Missile Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.14.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/19/2019
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0629,14.j)df
Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type, size, and spacing Created by Independent Third Party:
information, Evaluation Reports
Created by Independent Third Party:
243.8 1(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 13-1125.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/11/2020
Design Pressure-'N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II.13-1125.04.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO- CER
anchorage details, and anchor type, size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.9 0(Large Missile Impact) Architectural Systems Aluminum Fixed Wlindow
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 gig C CAC 15-0609.06 LM.od
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/16/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 11 15-0609,06 LM,pdf
Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO- CER
anchorage details, and anchor type, size, and spacing Created by Independent Third Party:
information, Evaluation Reports
Created by Independent Third Party:
243.10 1(Small Missile Impact) Architectural Systems Aluminum Fixed Wlindow
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.07 SM.r)d
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/17/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 IT 15-0609.07 SM.Qd
Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO- CER
anchorage details, and anchor type, size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.11 PW-5420(Non4mpact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629,11-odf
Approved for use outside HVHZ-.Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2020
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 11 16-0629,11.pdf
Acceptance(NOA)for product performance Information, Verified By: Miami-Dade BCCO- CER
anchorage details, and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R19 C CAC.16-0714.20.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/24/2020
Design Pressure, N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 11 .16-0714.20.odf
Acceptance,(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party.:
information. Evaluation Reports
Created by Independent Third Party:
-7
1.3 PW-5520(Large Missile Impact) Tyl Fixed Window
Limits of Use
Certification Agency Certificate
https:/Mrww.floridabuilding.org/pr/pr_app_od.aspx?param=wGEVXQwtDqu3mwFvZ35W3jztncl%2fPhNiqzKSXghHT8%3d 314
10/3/2016 Florida Building Code Online
Approved for use in HVHZ:Yes 8243 R19 C QAC 16-0629.12.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2020
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 11 16-0629,12,odf
Acceptance(NOA)for product performance Information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.14 PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R19 C CAC 16-0714.19.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/24/2020
Design Pressure;N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 RI9 II 16-0714,19,odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
Contact Us::2601 Stair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement Refund Statement
Under Florida law,email addresses are public records.if you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850,487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication With the licensee.However email addresses are public record,If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public,To determine if you are a licensee under Chapter
455,F.S.,please click here
Product Approval Accepts.
Credit Card
-safe
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MIAM MIAMI-DARE COUNTY
Ema PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.goyleconomy
PGT Industries,Inc'
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including,the High Velocity Hurricane Zone.
0
DESCRIPTION: Series'TW-5520 Vinyl" PVC Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets I through 11 of 11, dated 09/09/14,with revision A dated 06/08/16,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's -name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0930.25 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 Manuel Perez,P.E.
NOA No. 16-0629.12
i. Expiration Date: April 30,2020
l=ull"
4.7 �q 1 ApprovalDate: August04,2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 14-0930.25)
2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, prepared by
manufacturer, signed and scaled by Anthony Lynn Miller,P.E.
B. TESTS
L 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 a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,DuraseO spacer system, Super Spacer®NXTTm spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-7897, dated
08/01/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 14-0930.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-St"
Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0930.25)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources (RER).
Manuel Pe .E.
Product Controlxam' er
NOA No 1=9.12
Expiration Date: April 30,2020
Approval Date: August 04,2016
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc.
for their"DuPont Butaciteg PVB Interlayer"dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.T.DuPont DeNemours & Co., Inc.
'for their"DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20.
S. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15, expiring on 04/16/20.
E. ' STATEMENTS
L Statement letter of conformance, complying with FBC-2016 and FBC-5th Edition
(2014), dated September 27,2014,issued by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0930.25)
2. Statement letter of no financial interest, dated September 27, 2014,issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0930.25)
3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E.
Supervisor, Product Control Section.
(Submitted under previous NOA No. 14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0930.25, issued to PGT Industries, Inc. for their Series
"TW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 04/30/15 and expiring
on 04/30/20.
Manuel Pere
Product Control Exam
X Perez,
NOA No. 16-0629.12
Expiration Date: April 30,2020
Approval Date: August 04,2016
E-2
TABLE 1:
Type
Description Table
WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
YP
7 718"Laminated I.G.:118"A Exterior Cap+7116"Air Space+5116"Laminated;(2)Utes of 118"A Glass with.090"PVB Interlayer 4
"R"=ANNEALED E01
8 7/8"Laminated LG.:118"TExter or Cap+7716"Air Space+5116"Laminated;(2)Liles of 118"A Glass w th.090"PVB Interlayer 5 "H"=HEAT STRENGTHENED
9 716°Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with,090"PVB intedayer 6 "1"=TEMPERED"PVB"=.090"PVB INTERLAYER
10 718'Laminated I.G.:3/16"T Exterior Cap+318"Air Space+5/16"Laminated;(2)Liles of 118'A Glass with.D90"PVB Interlayer 6 "SG"=.090"SENTRYGLAS BOX OR
i 1 1"Laminated I.G.:118"T Exterior Cap+7116"Air Space+7116"Laminated;(2)Liles of3/16"A Glass with.090^PV8 Interlayer 7 INTERLAYER EQUAL12 1"Laminated I.G,:3116'A Exterior Cap+318"Air Space+7/16"Laminated;(2)Liles of3116"A Glass with.090"PV8 Interlayer 8 FLANGLE
13 1"Laminated LG.:3116"TExtertor Cap+3/8"Air Space+7116"Laminated;(2)Utes of3116"A Glass with,DgO'PVB Interlayer 9
14 1"Laminated I.G.:3116"A Exterior Cap+318"AirSpace+7116"Laminated;(2)Liles of3118"A Glass with.090"SG Interlayer 10
15 V laminated LG,:3116"T Exterior Cap+3r8"Air Space+7/16"Laminated;(2)Liles of 3116"A Glass Wth.090"SG Intedayer 1 i GLASS TYPES 14 THROUGH
16 V Laminated 1,G,:118"T Exterior Cap+7/16"Air Space+7116"Laminated;(2)Liles of 3116"H Glass with.090"SG Interlayer 12 17 MAY NOT BE USED WITH
17 1"Laminated I.G.:3116"T Exterior Ca +3/8"Air Space+7116"Laminated; 2 Liles of 3116"H Glass Wth.090"SG Inteda er 13 ••J-CHANNEL OR INTEGRAL
P P O Y FIN FRAMES.
TABLE 2:ANCHORS INSTALLED T ROUGH FRAME
Min.Edge MinMIN,OF 3 THREADS
. ,
Group Anchor Substrate BEYOND THE METAL
Distance Embedmenr SUBSTRATE,FOR a
P.T.Southem Pine SG=0.55) 7 i6" 1_3(8^ STEEL STUDS,MIN
#10 SMSFu=45 KSI. J-CHANNEL INTLFIN
AL
(steel,1&8 S.S. Steel,A36' 318" 0,050" TI ,,
or410 S.S.) Steel Stud,A653 Gr,33' 318" 0.0451"(18 Ga.) 'UNGROUTED CMU" j
A Aluminum,6063-T5' 318'• 0.050" VALUES MAY BE
USED FOR GROUTED
P.T.Southern Pine(SG=0.55) 7/16" 1316" CMU APPLICATIONS, �O
3/19"steel Uttracon Concrete(min.2.85 ksl) 1" 1-318"
Ungrouled CMU,(ASTM C-90) 2-112' 1-114"
#12 SMS P.T.Southern Pine(SG=0.55) 9116" 1-3/8"
8 (steel,i&8 S.S. Steel,A36' _ 318" 0.050"
Steel Stud,A653 Gr,33' 318" 0.0451"(18 Ga)
of d10 5.S.} Aluminum,6063-T5" 318" 0.063" ALL ARCHITECTURAL WINDOW SHAPES EO,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INA BLOCK(SEE EXAMPLES
BELOW),AND OBTAIN DESIGN PRESSURESES FOR FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6.70.
Concrete(min.2,85 ksi) 1" 1-314"
114'steel Ullracon LONG LONG LONG SHORT
C Ungrouled CMU,(ASTM C-90) 2-112' 1-114" ! SIDE_-�--"�'� i-----SIDE--�----( I----• SIDE---�{ -.-( sloE
114"steel Creteflex Concrete(min.3.35 kst) 1" 13/4 r-- '1 i '� '�(--'-- D
"�„ } �"--��.a R� --�
1/4°steel Ullracon P.T.Southern Pine(SG=0.55) 1" 1-318"114"steel CreteflexUngrouled CMU,(ASTM C 90) 2112" i-114"P,T,Southem Pine(SG=0.55) 1" 1-318"steel P.T.Southem Pine(SG=0.55) 1" 1318" LD PRODU(ing Efl d.6
Aggro Gator Grouted CMU,(ASTM C-90) 2° 2" LONG LONG LOND LONG LONG O omptyiog wtU d e Blotdalam- SFOE "`I i"" SLOE -"1 I SIDE --i i- SIDE +I }-- SIDE ^^( zOaril pt Cu.k
"steel UI recon Conorote(min.2.85 ksi) 2112 1-314" r-"-- [ -' "-� •y-)- r- --11A«cpnmcn No IG"�o�lq•t2
114"steel Creteflex Concrete in.3.35ket 2-11Z 1314" �w� �u� aw prniNmOuts r�1 ;1 1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-112" i-3/8" �-
-L
roJuct
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN i' 1' ) L- -J L J
Group Anchor Substrate Min.Edge Min.
Distance Embedment
E 2-112'x.131"Common Nall P.T.Southern Pine(SG=.55) 318" 2-7116' -
2-1/2"MrWhank Roofng Nall P.T.Southam Plno(SG=.55) 3/8' 2.7116'
P.T.Southern Pine(SG=.55) 1/2" 1-318" "VINYL FIXED WINDOW NOA(LM&SM) $ 919114
#10 Trueshead SMS A}uminum,6063-TS" - .3t8' 0.050" r-
(steel,tQ�S'S. Steel Stud,Gr.33• 3/8^ 0.0461"(18 Ga.) 0 GLASS/ANCHORS/FRAME OPTIONS y 4` J ROSOWSKI
F Steel,A38' 318'
P.T.Southern Pine(SG=,55) 9116" 1-3/8" •MIN.OF 3 THREADS CERT.OF AUTH.H29296
#12 SMS Aluminum,6063.75' 318' 0.063" BEYOND THE METAL ^
(steel,18-8 S.S. SUBSTRATE.FOR 1070 TECHNOLOGY DRIVE >
or 410 S.S.) Steel Stud,Gr.33' 318" 0.050" STEEL STUDS,MIN N.VENICE,FL 34275 e
Steel.A36' 3/8' 0.050" Fu=45 KSL (941)-480-1600 PW-5520 r� NTS 2 O 11' Viz° MD-5520.0 a A A.L PEaI UER P.E.
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPT16N 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
INSTALLATION DIRECTLY INTO CONCRETEiCMU. BUCKSTRIP INTO CONCRETE/CMU,
OPTION 1EMBEDMENT SEE NOTE 2,THIS SHEET, EMBEDMENT
ANCHOREDTHROUGH EDGE DISTANCE 1/4-MAX.
FRAME INTO 2X WOOD 1/4"MAX
FRAME OR BUCKSTRIP, HIM
SEE NOTE 2.THIS SHEET. I -�2) , C" SHIM —T
EDGE
FLANGE 0:7, EDGE
1- EMBEDMENT DISTANCE DISTANCE
FRAME
SHOWN
o 114*MAX TYP.ANCHOR TYPE, I'THICK I.G.
SHIM EMBEDMENT AND EDGE • TYP.ANCHOR TYPE,
2 EMBEDMENT AND
TYP.ANCHOR TYPE, DISTANCE PER —EDGE DISTANCE PER
EMBEDMENTAND SUBSTRATE, SUBSTRATE,SEE
EDGE DISTANCE PER TABLE 2,SHEET 2.
SUBSTRATE,SEE SEE TABLE 2,SHEET 2.
TABLE 2,SHEET 2.
7/8'THICK I.G. a fill
FLAN EXTERIOR VISIBLE LIGHT WIDTH 7
FRAME EQUAL-
NOTES: SHO LEGIBOX
7/8*THICK I.G. L BUCK WIDTH FRAME'
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN
LISTED ON TABLE Z,SHEET 2,FOLLOW EMBEDMENT
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
HORIZONTAL SECTION A-A
OPTION SHOWN MAY BE USED ON ANY$105 OF THE
WINDOW.
DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD,
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 3,SHEET 2.
BUCK VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN — "I
1-1/2'THICK ARE TO BE CONSIDERED IX 114"MAX
HEIGHT LIGHT INSTALLATIONS.I X WOOD BUCKS ARE OPTIONAL IF SHIM
HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD #10 OR#12 STEEL 1/4'MAX.SHIM
BUCKS DEPICTED AS 2X ARE 1-112"THICK OR —SMS(GS).SEE
TABLE 2,SHEET 2.
GREATER.`IX AND 2X BUCKS(WHEN USED)SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE,WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED
To AS DAYLIGHT OPENING)IS MEASURED FROM
V THICK I.G. BEADING TO BEADING. FLANGE EQUAL PRODUCT REVISED
FRAME LFGIBOX s c—rAY4'g widi d.Fimm.
SHOWN
FRAME B41"ig cod.
TYP.ANCHOR TYPE, SHOWN A4 y+wncs
B
EXTERIOR EMSEDMENTAND EXTERIOR 0
(4 EDGE DISTANCE PER
SUBSTRATE,SEE INSTALLATION lht
EQUAL- TABLE 2,SHEET 2. INSTALLATION
�'A 0-�C
LEGIBOX OPTION 4 OPTION 4
ANCHORED THROUGH ANCHOREOTHROUGH
FRAME 1/4'MAX.SHIM FRAME INTO METAL FRAME INTO METAL
SHOWN nn
VINYL FIXED WINDOW NOA(LM&SM) 9/9/14
EMBEDMENT [All
FORMULAS FLANGE&EQUAL-LEG/BOX FRAM
INSTALLATION VISIBLE LIGHT
INSTALLATION
2
ANCHORED THROUGH EDGE DISTANCE CERT.OF
AUTH.fl29296
FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE
CONCRETE/CMU. VERTICAL SECTION B-B ... .. .
N,VENICE,FL 34275
A.LYNN MILLER,RE,
(941)-480-1600 PW-6520 NTS 30F 11 MD-5520,0 jc�',IJA P,EJ1 61IT05
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
I OPTION 6 OPTION 5
AMAX.ENT SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN 1/4'MAX.SHIM
INSTALLATION OPTION 5 EMBEDM
ANCHORED THROUGH FRAME INTO 2X WOOD INT6 2X WOOD FRAME OR BUCKSTRIP, EDGE DISTANCE
INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP,SEE SEE NOTE 2,THIS SHEET,
FRAME OR BUCKSTRIP,SEE EMBEDMENT NOTE 2,THIS SHEET.
NOTE 2,THIS SHEET. EDGE -
EDGE DISTANCE
DISTANCE 3
J-CHANNEL
FRAME - a�
SHOWN
i-THICKI.G.— EMBEDMENT
1114'MAX.SHIM TYP.ANCHOR TYPE,
L. J EMBEDMENT AND
Typ.ANCHOR TYPE, EDGE DISTANCE PER
EMBEDMENT AND EDGE SUBSTRA7E,SEE
6 DISTANCE PER SUBSTRATE. TABLE 2,SHEET 2,
SEE TABLE 3,SHEET 2. (SCREW SHOWN)
(NAIL SHOWN) INT FIN EMBEDMENT AND EDGE
718'THICK I.G. FRAME DISTANCE PER SUBSTRATE,
I-CHANNEL EXTERIOR -- SHOWN SEE TABLE 3,SHEET 2.
FRAME — --- VISIBLE LIGHT 7 (NAIL SHOWN)
718'THICK I.G. NOTES: SHOWN BUCK WIDTH
1)USE ONLY SUBSTRATE-APPROPRIATE
ANCHORS LISTED ON TABLES 2&3,S14EET 2. HORIZONTAL SECTION C-C
• FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,PBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&_A,SHEET 2.
2)MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS
BUCK VISIBLE THAN 1-112'THICK ARE TO BE CONSIDERED IX
HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL
HEIGHT IF UNIT 15 INSTALLED DIRECTLY TO SUBSTRATE. 1/4*MAX.SHIM #10 OR#12 STEEL t 114"MAX
WOOD BUCKS DEPICTED AS ZX ARE I-Itr THICK SMS(G5),SEE SHIM
OR GREATER.IX AND ZX BUCKS(WHEN USED) TABLES 2&3,
SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2,
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)IS
I'THICK I.G. MEASURED FROM BEADING TO BEADING.
FIN AND/OR
FLANGE MAYBEecoplyi.g with c>,a Fbirld.
REMOVED IN-FtEUD lyihfiag Ck 16-
1,41
INTEGRAL FIN L EXTERIORcc: ml
EXTERIOR SOVA
AND EDGE DISTANCE PER
TYP.ANCHOR TYPE,EMBEDMENT FR, f 0
(3 ID _7/_
<D SUBSTRATE,SEE TABLE 3,SHEET 2.
INTEGRAL /(SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8
FIN114*MAX. INSTALLATION THROUGH 7HE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME,
SHIM INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL.SEE TA13LE 2.SHEET Z
SHOWN ❑ 3r
INSTALLATION
OPTION 5 DISTANEDGECE
VINYL FIXED WINDOW NOA(LM&Sh
ANCHORED THROUGH
INTEGRAL FIN INTO ZX • -CHANNEL&INTEGRAL FIN FRAME
WOOD FRAME OR
VISIBLE LIGHT FORMULAS d C(o
SUCKSTRIP.SEE NOTE 2, 0
THIS SHEET. I---4— EMBEDMENT WIDTH:BUCK WIDTH-4-3116"
HEIGHT:BUCK HEIGHT-4-3/16" CERT.OF AUTH.*29296
1070 TECHNOLOGY DRIVE
VERTICAL SECTION D-D N.VENICE,FL 34275
I NT _
A.LYNN*MILLER.P.E.
(941)-480-1600 1 PW-5520 2 40FIl MD-5520,0 j,-_.!jAj
PJSA58705
TABLE 4:
Window Design Pressure,(+I-psf) =Use this le*
for Glass 7
1/8'A Cap-Airspace-5/16"A/A with PVB Type.
Window Long Side(in) TABLE DIMENSIONS MAY BE
Dimensions 51.05 64 1 56 58 62 64 1 68 72 76 80- 84 87 ORIENTED VERTICALLY OR
le +1-60 41-60 +1.50 4/-50 +1-60 +/-50 4/-50 +1.50 +1-50 +/-50 +/-50 +1.60 HORIZONTALLY AS SHOWN.
20 +/-50 +1.50 +1.50 +1.50 +l-60 +1-50 +/50 +/-50 +/-50 +f-5O +l-50 +1-50 LONG PRODUCTP,EVISSD
SIDE ac eemplyiag wlih m--FToddt
22 +1-50 +/-50 +/-50 +/-50 +/•60 +I-50 +/-60 +/-60 +1-60 +/-50 +/-50 +/-50 LONG SIDE L1uiWinB Cask
24 +/50 +1-60 +/-50 +1-50 +1.50 +1-50 0-60 +1.50 +/50 +/-50 +1.50 +/-50 Acxpt"nca 4,K ;1 Ezpirat Da26 +150 +/-50 +1-60 +/-50 +/-50 +/-50 41-50 +1-50 41-50 +ISO +1-50 +/-50 SHORTnyi28 +l-50 +1.50 +/-5D 4150 +/-50 +/-50 +150 +1.60 +1-50 +/-50 +1.34 +1-60 SIDE �' I„lia,,,{pale
.. 30 +150 +1.50 1 +/-60 +150 +1-60 +1.50 +/50 +1.50 +/-60 W-50 +1-50 \� _ SHORT (_
SIDE r--
a, 32 +1.60 +/-60 +1-60 +/-50 +/-50 +1-50 4/50 +150 4/50 +1.60 71
v 34 +I-50 +1-50 +1.60 +1-50 +/-50 +/.60 +/-50 +/50 4/50
36 +150 +1-50 +150 +1-50 +1.50 +1-50 +1-50 +1.50 f-+- LONG sloe --►{
38 +/-50 +/-50 +/50 +/50 +1-60 +1.50 +150 r
40 •+/-60 +150 +1-50 +/50 +/-50 .+/-50 '
42 +1-5D +1-50 +I-6D +150 +/•50 Mo.D.C.SPACING IF ANCHORING MAX.O.C.SPAONGIFANCHORING SHORT r¢ LONG a
THROUGHTNEFRAMEPERSHEET53&4 THROUGH THE INTEGRAL FIN PER SH
EET4 SIDE 1p SIDE
44 +/-50 +1-60 +150 +1-60 } <
APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS ..L. >
46 +/-60 +1- 60 +f.60 xa,`r-• 0) a
(SEE TAetE 2) (SEF TABLE 3) � rh `moi
48 +I-60 +150 LSA. de O iT a p
61.05 +150 N o/"G O N
SHORT Oj 7 Uv'j
SIDE -!J pl p p
z L- IN-J g umaO
TABLE 6: C.?0 x 0 d
Window Design Pressure,(+I-psfl UsetNsta5la F.W m p 2 aun
1/8"TCap-Airspace-5116"A/A with PVB (or Typa B o ZE CL z 10
- `C
Window Long Side On) Q w LL
Dinienelons 60.926 64 66 68 70 74 77 80 84 87 92 97 99 z CO
32 +/LO +150 +1-50 +/-50 +150 +1-50 +1-60 +/-5o +/•50 +1.50 +1-50 +1.60 +1-50 3: F-
34 +/-60 +/-50 4150 +/-50 +150 +1.50 +1-60 +150 +1.50 +1-50 +1•50 +147.3 +146.7 a CJ � laav;
36 4150 +/-50 +/50 +/-60 +/50 +/-50 +/-50 +1-60 +1-50 +/-50 +1-47,5 +i-05.4 +/-44.6
38 +150 +150 +/-50 +/-50 +/50 +/-50 +1-50 +/S0 +1.50 +119.7 +1.46.1 +/43.9 tx?- § C z
40 +150 +1-50 +/-60 +1-56 +/-50 +/-60 +/-60 41-60 +150 +1+18.2 +145.1 '^ LU Of f2
LL
_ 42 41-60 +I-50 41-50 +/-50 41-60 +/-50 +/-50 +/d0 +1.49.8 +/-47.4
a44 4/-60 +1-60 +1-50 +150 +/-60 +1.50 +/-50 +150 +748.9 �J..
LU
y 46 +150 +1-60 41.50 +/-50 W-60 +1.50 +1-50 4/-49.9 ° > d
48 +150 +l-50 +1-50 +150 +1-60 +150 .+/50 apg•�sa0 saliaS
rn .60 4150 +/50 +1.60 +1.60 +/-60 +160
MAX.O.C.SPACING If ANCHORING MAX. .C.SPACING If ANCHORING
62 +160 W-W +/-50 +1.50 +/50 .;�I;••
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET
64 +150 +1-60 +/-50 +1.50 NOTES:
+l-60 +/50
APPLIESTO A,B,COR DANCHORS APPLIES TO E OR F ANCHORS 1)BUCK DIMENSIONS SHOWN.
66 +/50 '
(SEf TA0LE 2) (SEF TA8LE 3) _
68 +150 4150 15" 3.5°FOREAN[HOR5,4"FOgFANCHORS 2)FOR SIZES NOT SHOWN,ROUND UPTOTHE ..
NEXT AVAILABLE SHORT OR LONG DIMENSION.
60.926 +/-60 (A ( `
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), �,
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN. '
A.LYNN MILLER,P.E.
P.E.e 58705
TABLES:
Window Design Pressure,(+/-pal) Use this IaNe
3/16"ACap-Airs ace-5116"A)Awith PVB for s 8810
3116"TCa -Airspace-5/16"A/A with PVB Tryepes=: —�
TABLE DIMENSIONS MAYBE
Window Long Side(in) ORIENTED VERTICALLY OR
Dimensions 60,925 64 66 68 70 74 77 60 84 87 92 97 99 HORIZONTALLY AS SHOWN.
32 +1.60 +1-50 +1.50 +1-50 +/.60 +1•60 +1_60 +/-50 +/-SO +/-60 +1-50 +1.50 +/-50 LONG HkOOUCTREViSED
34 +150 +1.50 +/-50 +1-60 +1-60 +!-W +150 +/-50 +1.60 +1•60 +/-50 +1•50 +1.50 SIDE as<cn'Pfyingwithd�Fhrh!>s
�— LONG SIDE — Budding 'Gado
Aw Plen<e Nb i(p-o )
36 +JSo +l.So +/•60 +/-W +/-So +1-50 +r5o +r-So +l-50 +r-so +1-50 +1-60
+l fio #— __�1 �'1�
Explrmiun Date
38 +150 +1-50 +/-50 +/-50 +/_50 +/.50 +150 +1-50 +J-50 +J-50 +/-50 +/,M
40 +150 +!-SO +J50 +1-50 +1-50 +1.50 +/50 +/-50 +1-50 +/-60 +/-50
SHORT `� By
SIDE ` Mi ri e P-dAt Ln
.,�.. 42 +/50 +/•50 +/-W +1-50 +1-50 +1-50 +150 +!-SQ +/•50 +/-50 SHORT
44 +150 +150 +/-50 +1-50 +/-50 +1.50 +/50 +1-50 +1-50 SIDE v
N46 +150 +1-60 +/-60 +/-50 +r-50 +/•50 +J50 +/-50
40 +150 +1-60 +1•60 H50 +(-50 +J-SD +150 1-�— LONG S10E
v1 50 +150 450 +1-50 +/-50 +1-60 +1.60 (— °
+750 +J-50 +!•SO +!•50 +/•50 MAC
X.O.C.SPACINGIFANCHORING MAX,O. SPAQNGIFANCHORING
52
64 +150 +/-50 +/-50 +/-50 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SWEET SHORT LONG a
Se +/60 +/-50 +J-5(i APPLIES TO A,B,C OR 0ANCHORS APPLIES TO EOR F ANCHORS SIDE SIDE
(SEE TABLE 2) ISEETABLE 3) _.�..__....____. 07 a
6$ +/50 +1-50 L5" 3.5"FOR E ANCHORS,4"FOR F ANCHORS
60.926 +/50 n t~ a 0 �
(D N
SHORT O VN tin
SIDE O
TABLE 7: Z a! uy LL ua+o�p
Window Design Prassuna,(+I-pst) U>a 4n1s Labe x _
for Glass 11 oL) x 10 6
oN
118"T Cap-Airspace-7116"A/A with PVB Tree: 10 COW
L
Window Long Side on) 0 LU 4
Co C
O m axo
Dimensions 60.926 64 66 66 70 74 77 80 84 87 92 97 99 2 .Z r
32 +J-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +r-70 +1-70 +1-70 +1-70 +1-70 +1-70 2
34 +170 +1-70 +1-70 +J-70 +)-70 +/-70 +170 +/-70 +1-70 +!•70 +1-70 +170 +l-70 Z In r
36 +1.70 +1-70 +1-70 +/-70 +1-70 +1-70 +1-70 +1-70 +J-70 +/-70 +/-70 +/-70 +(-70 O lU F»4S
38 +170 +1-70 +1--70 +/-70 +/-70 +1.70 +1-70 +1.70 +J-70 +1.70 +/-70 +1.70 ® N fLz��
40 +1-70 +J-70 +/-70 +/-70 +1-70 +1.70 +1-70 +/-70 +1-70 +1-70 +/-70 7 (0 Z
42 +1.70 +/-70 +J-70 +1-70 +1-70 +1-70 +/-70 +1.70 +1-70 +/•70LU
w 44 +170 +1-70 -fl-70 +f-70 +/-70 +1-70 +l-70 +1-70 +rao o x a-
Ln 46 +l-70 +1-70 +1-70 +1-70 +1-70 +1.70 +1-70 +1-70 LL ED N
rc J (7 tri
s 48 +l-70 +/-70 +1-70 +1-70 +l-70 +I-70 +1-70 _ v Z
._,_.._.,�. .—.. ..,. W
-70 -70 -70 -74 -70 50 +/70 +/ 1 1
O D-
62 +/-70 +170 +1-70 +1-70 +1-70 MAR.O.0 SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING a00 'asap saga$
64 +l-70 +1-70 +1.70 +1.70 THROUGHTHEFRAMEPERSHEEI53164 THROUGH THEINTEGLAL FIN PER SHEET4
56 +1-70 +l-70 +1-70 APPUESTO%CORDANCHORS APPLIES TO F ANCHORS '
6B +1.70 +1-70 (SEE TABLE 2) (SEE TABLE 3) NOTES'
15.5' 4" 1)BUCK DIMENSIONS SHOWN. '
60.925 +/-70 •
2)FOR SIZES NOT SHOWN,ROUND UP TO THE • " '
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLES)ABOVE WHICH THE ARCHITECTURAL
WINOOW WILL COMPLETELY FIT WITHIN.
A.LYNN MILLER,P.E.
P.E.N 60705
TABLE 8;
Window Design Pressure,(+/-pall) Use this tatle
for Ghas 12
3/16"A Cep-Airspace-7116"AIA with PVS Types: Al
Window Long Side(in) TABLE DIMENSIONS MAYBE
Dlmeneiona 69.649 71 73 75 78 80 85 86 89 92 96 - ORIENTED VERTICALLY OR
32 +/-70 +1-70 +1-To +/-70 41.70 +/-70 4/-70 +/-70 +/-70 +/-70 +/-70 +/-70 HORIZONTALLY AS SHOWN.
34 +1-70 +1.70 +1-70 +1-70 +t-70 +t-70 +1-70 4/40 +/-TO 4J-70 +1-70 +l-70 ` LONG PRODUCT REVISED
36 +670 +1-70 +1-70 +/-70 +1.70 +1.70 +1-70 +/-70 +/-70 +/-70 +/•70 +1-70 SIDE is mn�ptying with the Fi�rdt
LONG SIDE -- 0niId iag Cudc
'"".-__• Lcrr Imwt4n tfo-OCn 9.12
38 +1-70 +1.70 +/-70 +/-70 +1-70 +t-70 +1-74 +!•70 +!•70 +/-70 +/-70 +1-70 P
G.epim14m Dae
40 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-74 +1-70 +!-TO -�•., !�
42 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 4J-70 +!•70 +1.70 +/-70 +1-69.5 +t�6.7 SHORT ��� Ry
SIDE \ IIvlia+i ada
44 +1-70 +/-70 +1.70 +/-TO +1-70 +1-70 +!-TO +1-70 +/.70 +1•69.9 +/-66,4 +/-63.7 �\ _ J SHORT t_
46 +1-70 +1-70 +1-70 +1-70 W-70 +/-70 +/-70 +l-70 +l-ISRS +/-67.4 +1.63.9 +/-61.7 ^-1 SIDE r--
Y
48 t1-70 +/-70 +/-70 +/-70 +/-70 +t-70 +1-70 W-70 +/-67.8 +/-65.3 +/-61.9 +/59.7 a
g 50 +/-70 +/-70 +1.70 +/-70 t1-70 +1-70 +159.5 +1.68.5 +t-65.9 +/•63.4 +t-59.9 �T N
rn52 +/•70 +/-70 +1-70 +/-70 +1-70 +1-70 +/-67.8 +/-66.9 +/-64.2 +1-61.6 ��-- LONG SIDE
y 54 +1-70 +1.70 +/-70 +/-70 +/•70 +/-70 +1-66.2 +/-65.3 +/-62.8 T >
56 +/-TO +1-70 +t-70 +/-70 41-10 +/-69.2 +154.7 +/-63.8 SHORT LONG
57 +/-70 +/-70 +1-70 +t-70 +/-69.8 +1.68.1 +1-64 SIDE >� SIDE
-- -- W `n- r7 d
64 - +1-70 •+1-70 +/-70 +1-69.7 +7-6T +/-66.3 ?
62 +1-70 +1-70 +/$9.9 +/-67.9 +/-66.2 MAX.O.C.SPACING IF ANCHORING MAX,O.C.SPACING IF ANCHORING 1 1-Q o
64 +1-70 t1-70 +t-68.3 +165,3 714ROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 CD
ala) p
APPLIES TO B,C OR D ANCHORS APPUESTO F ANCHORS (!)C'4N D.
66 +/-69.9 +156.9 +1.66.7 (SEE TABLE 2) (SEETABLE3) SHORT O
Be +1-68-4 +1•67.4 }S5" 4' SIDE z L)W C) N-J u.4w0
69,649 +/-67.1LL _
xtN
TABLE 9: U U X- g
Window Design Pressure,(+1-psf) Usentstaba cLU
13 °�Y aAa
for Ghss O p v v ()
3116"T Cap-Airspace-7116"AIA with PV8 Typo: z C:z �' ro
Window Long Side(In) O -j U.
z to
Dimensions •69,649 71 73 75 78 BO 85 86 69 92 96 99
F �
32 +l-70 +/-70 +/-70 +1.70 +/-70 +/-70 +/-70 +J-70 +l-70 +1.70 +/-70 +/-70 p ,»,u
34 +/•70 +l-70 +1-70 +1-70 +1-70 +1-70 +1.70 +1-70 +1-70 +1-70 +/-70 +1.70
Q tL'
Z
36 +/-70 +t-70 +/-70 +1-70 +1-70 +1-70 4/-70 +1-70 +1-70 +t-70 W-70 +1.70 zC ?� c Z
38 +1-70 +1-70 +1-70 +t-70 +t-74 +(.70 +1.70 +1-70 +/-70 +1.70 +/-70 +/-70 q w W >f° 'S
40 +1-70 +/-70 +/-70 +/-70 +t-70 +t-70 +t-70 +/-70 +J-70 +1-70 +/-70 +1.70 0 X LL p
42 +1-70 +1-70 +/•70 +1-70 +/-70 +/-70 +/-TQ +/-70 +/-70 +1.70 +/-70 +/-700 to
44 +/-70 +/-70 +/-70 +/-70 +1-74 +1-70 +/-70 +/-70 41.70 +1.70 +1-70 +1.70 O z , �?
46 +1-70 +t-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1.70 +/-70 +/-68.6 > rL
a. 48 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 4/-70 4/-70 +1-70 •t1-70 +/-68,8 +1.66.3 aq/t -0 smpa5
0 60 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +1.70 +1-70 W-70 +/•70 +/-66.6 '
N 52 +/-70 +/-70 +1-70 +1.70 +1-70 +/-70 +1-70 +140 +1.70 +1-68.6
64 +/-70 +l-70 +l-70 +1.70 +J-70 +1-70 +J-70 M-70 +l-69.5 NOTES;
In 1)BUCK DIMENSIONS SHOWN.
56 +/-70 +/-70 +1-70 +/-70 +/-70 +1.70 +/-70 +/-7D
67 +/•70 11.70 +1-70 +(-TO +/-70 +1-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE ...,, .....,. '
NEXT AVAILABLE SHORT OR LONG(5ENSiON.
60 +f-70 +t•70 +/-70 +1.70 +/-70 +/-70
62 +1-70 +/-70 +/-70 +/-70 +!•70MAX.O.C.SPACING IF ANCHORING MAX.O.C.5PACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), /
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN 'i:....
64 +/-70 +1-70 +!-TO +/-70 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
APPLIES TOB,COR DANCHORS APPUESTO F ANCHORS WINDOW WILL COMPLETELY FIT WITHIN.
66 - +/-70 +/•70 +/-To (SEE TABLE 2) ISEE TABLE 3)
68 +/-70 +1-70
68.649 1 +/-70 A.LYNN MILLER,P.E.
P.EF 56705
r -_
TABLE 10:
Window Design Pressure,(+f-psf) Use this table
I..GUss 1a
3116"A Cap-Airspace-7116"A/A with SG Typ-
Window Long Side(in)
Dimensions 69,649 71 73 75 70 00 1 86 86 09 92 96 99 TABLE DIMENSIONS MAYBE T
ORIENTED VERTICALLY OR
32 +801-110 +801-110 +801-110 +80l-110 +801-110 1+80/-110 +801-110 +801-11D +80/-110 +80/410 +80/-110 +801-120 HORIZONTALLY AS SHOWN.
34 +80/-110 +801-110 +801-110 +801.110 +60/-110 +801410 +80/-120 +801-110 +80!410 +801-109.4 +801-108.3 +80/-107.6 LONG PRODUCT REVISED
36 +80l-110 +801-110 +801.110 +801.110 +BD/.109,6 +BOf-108.6 +BD/-106.8 +80/-106,6 +80%105.6 +80%104.7 +80/403,6 +801-102.9 SIDE a e.mP1p.8"ilh 1Fn ncwide
36 +801-109.7 +801-108.9 +80%107.6 +80/-106.8 +801-105,5 +80!•104.6 +801-102.7 +80/-102.4 +801-101.4 +80t-100.5 +BO/-99.4 +801.98.7 k"- LONG SIDE I'c'h tng Code �y
•-�- ACCditlaalY N\ 4A,
40 +80/-106.3 +801405,15 +801-104.4 +80/40.3,3 +80t-101.9 +801-101 +801-99.1 +801-98.7 +801-97,7 +801•96.8 +8p1-95.7 +B0/-95
42 +80)-1103.3 +801-102.5 +80/•101.3 +801-100.2 1 +BOI•SB.8 +801-97.9 +801-95.8 +801-95.5 +80/-94.5 +80t-93.5 +801-92.4 +601•90,7 SHORT By I
44 +801-100.7 +80%99.8 +801-98.6 +80l-97.5 +601.96 +B01-95 +80/92,9 +BO/-92.6 +80/-91.5 +801.90.4 +801-87.1 +80/-84.7 SIDE I tC.
_
46 +B0/-98.4 +801-97.5 +801-96.2 +80!-95 +801-93.4 +801-92.5SHORT
2.5 +801.40.3 +8111-69.9 +8111-80.1 +80/-86,6 +80/-63.11 +Sot_81.6 ..�._.�.__......__....._..__,v-.,_,._..� SIDE
c 4B +80/-96,3 +801-96.4 +801.94.1 +801-92,9 +807.91.2 +80/-90.2 +801-88 +8D/-87.6 +801-84.5 +801.826 +80/-80.2 +/-78.6 >
60 +801-94.6 +801-93.6 +801-922 +BO1-909 +80/-89.2 +801-80.2 +801-85.4 +801-64.5 +601-82,4 +80t-80.2 +/.77,6 _ h
52 +801-93 +801.92 +801-90.5 +801.89,2 +801.87.4 +80/-06,4 +801-83.3 +801-826 +80/-80.2 +t-78 - LONG SIDE -� L
N 64 +80t-91.7 +801-90.6 +801.89.1 +80/-87.7 +801.85.8 +861-84,7 +801-81,3 +80/-80.4 +l-78.1 4 a
L
56 +8111-90.6 +8111-69.4 +601-07.8 +807-86.4 +807.84.4 +EOt-83.2 +1-79.3 +2.78.6 SHORT LONG a
57 +801-90 +8111-B&B +801-67.2 +60/•85.8 +001.83.4 +801-82 +1-78.4 SIDE SIDE
SC Q
60 +801-87.2 +80/-86 +801-84 +S01-825 +8o!-e0.i +1.78.6 t ? r CO .eDa
SPACING IF ANC
C
O
MAX, .. IIORING MAX.D.C.
PCING IF ANCHORING
62 +00/-04.6 +8111-83,6 +801.82.1 +80/-80.d +!•78 Ir � s>
64 +80/•829 +BO!-82 +801-80.1 +1-70.4 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 O as p o
APP UES TO B.C OR U ANCHORS C\1 si"0 N
66 +801-81.1 +80/-80.1 +l-78.3 C7 N
68 +I-T9.3 +t-78.4 (SEF TABLE 2) NOT APPLICABLE SHORT _ J�+ �
GLA65 TYPES 14 THROUGH O[9 4
13,2" 17 MAY NOT BE USED WITH SIDE O rn J o 0 p
69.649 +1-77.7 d-CHANNEL OR INTEGRAL Z a- Lo LL t�D v+co
TABLE 11: f/
FIN FRAMES, Uj
U j
X- o
Window Design Pressure,(+!-psf) usa0rislame tw-LU z mY Ohio
3/16"T Cap-Airspace-7116"A1Awith SG IdFryPe 15 0 o O a p
za �'
Window Long Side¢n) zIn x ut LL
Dimensions 77,76 79 81 83 86 07 / 91 94 96 99 104 107 111 Z _j p
36 +801-110 +80/•110 +80/•110 +bot-110 +BOAllo +801-110 +80t-110 +80!•110 +801.110 +80/-110 +eW-110 +801-110 +=-I lo ALLOWABLE MAX.O.C.SPACING IF
AO +8pt-110 +801-110 +801-110 +8(Y-110 +80/-110 +801-109,9 +801.106.5 +801-107.5 +801.1069 +80t-106.1 +801-104.8 +801.104.1 +6d-103.3 ANCHORGROUPS ANCHORING THROUGH N O LU
PERSHEET2THE FRAME PER SHEETS a p of42 +W-110 +801-109.8 +801-108.8 +802.107.9 +BOr-1O8.T +801-108.3 +80-104.8 +80+-103.8 +80(-1032 +801-100.8 +B0/-97.7 +601-96.4 +B01.9d,B z p u2
, s rn F
44 +801-107.3 +801-106.7 +80/•105.7 +80-104.7 +801-103.4 +601.103 +601.101.4 +801.98,6 +801-96,7 +801.94,1 +802-914 +801.90,3 +801.89,2 Bc o6 D 33.2" vS Z
48 +801-102 +e0'-101.3 +801.100,3 +001.99,2 +801.97,3 +601.96.2 +80'•925 +60/•90,4 +8W-89.2 +80/•873 +8111-84.4 +80-827 +801.80.5 < W Of
o x a o
s0 +80%99.8 +801-99,1 +86-98 +W-96.9 +601-93.9 +601-93.1 +Ba•89.s +801.877 +801.86,2 +eO/-64,3 +601-81.1 +-79.3 +1.77 E Z cv
51 +BW-98.8 +801.96 +801-96.9 +8W-95.8 +801.928 +601-92 +801.88.7 +801-86,4 +801.85 +80/-826 +/-79.6 +1.77,7 +/-76.3 w C0 'n
64
54 +801-96.1 +80195.3 +60.94 +80/•92,1 +801.89.4 +601-88.5 +801.85.1 +801.82.7 +601.81.1 +1-78.9 +1-75.3 +t-73.2 +/-70.6 O O a
56 +801.94 +801.93,2 +801-91.6 +801.90.1 +801-87.2 82
7.2 +801-86.3 +80'- B +801.80,2 +1.78,6 +I-763 +/-72.5 +/-70.6 - > •osa0 salsas
9 69 +801.91.4 +80180,6 +8(Y-89 +80!•87.5 +801.85,1 +801-84.2 +801-80.6 +1-78 +1.76.3 •+l-718 +/-70.2 i
N
o 61 +80/-87.8 +802-87 +80f-85.3 +801.83.8 +801.81.2 +801.80,5 +1-77,3 +1-74.6 +1-728 +/-70,4 -
N 63 +801-86,5 +801.84.6 +801.82.8 +80181.1 +1.78.8 +/-7B +1-74.8 +t-723 +1.70,8 NOTES:
64 +801-84,4 +60!•83.5 +801-81.7 +1-80 +/-77.5 +1-7@8 +/-73.6 +01.2 1)BUICK DIMENSIONS SHOWN. •.
68 +801-822 +801.81,2 +/-79.4 +1-77.6 +/-76 +1.74.2 +1.71 1 2)FOR SIZES NOT SHOWN,ROUND UP TO THE "+•
NEXT AVAILABLE SHORT OR LONG 61MENSION.
68 +2.80 +l-79.1 +/-77.2 +!•75.4 +/-727 +/-71.9 -•-�,:
MAX.O.C.SPACING IF ANCHORING MAX,O.C.SPACINSWANCHORiNG j
70 +1-78 +1-77.1 +1-75 t/-73,2 +/-70.6 3j FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
THROUGHTHE FRAME PER SHEETS 3&-0 THROUGH THE INTEGRAL FIN PER SHEET
72 +1.76 +t-76 +-73 +/-71.1 FIND THE SMALLEST SQUARE WINDOW SIZE IN
7A [�M/.70,5
+-73 +/-71 APPU ES TO B,C OR 0 ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
iSFE TABLE 2) NOTAPPLICABLE WINDOW WILL COMPLETELY FIT WITHIN.
78 +1-71.1
77.76
A.LYNN MILLER,P.E. j
P.E.0 68705
TABLE 12:
Window Design Pressure,(+j-0617 Use ma sable TABLE DIMENSIONS MAYBE
ror Wass 16 ORIENTED VERTICALLY OR
1/8"TCap-Airspace-7/16"i'VHwith SG Type; HORIZONTALLY AS SHOWN.
Window Long Side(in) LONG
Dimensions 60.926 64 66 68 70 74 T7 8D 84 87 92 97 99 SIDE
�^+••--• LONG SLOE
32 +8D/•110 +801-i 10 +801-110 +1101-110 +801-110 +80/-110 +80/-710 +801-110 +001-110 +801-110 +801-110 +001-110 +801-110 -1-
34 +801-110 +801-110 +801.110 +801-110 +801-150 +80/-110 +801-110 +801.110 +001-110 +801-110 +80/•110 +80/-110 +801-110 + PRODULtT REVISED
w(dn e,e Florida
36 +80!-710 +801-110 +$0/-110 +861-110 +801-110 +00J-110 +80/-110 +80/-1 10 +801•110 +801-110 +801-770 +801.110 as•comply ng
+801-110 SHORT �,\ Building '.
SIDE j$° Aaopinmu M. -OGo�X.Q.12
38 +801-110 +e0!-110 +$0/-170 +80/-110 +801.110 +801-110 +801-110 +801-110 +801.150 +86/-150 +801-110 +801•110 y �TM SHORT !'a�piryi In
40 +801-110 +801-170 +601-150 +BO/-110 +801-110 +801.110 +BO/-110 +8[Y-170 +001-110 +801-110 +BOi-110 J- SIDE
42 +BO/-11q +801-110 +801.110 180/-110 +807-ti0 160/-110 +801-110 +801-110 +80/-110 +80/-110
Uy
i= F'Itami xde P-dm(Comms
c 44 +801•110 +80/-110 +BOf-170 +801-110 +801-110 +80/-110 +80/-110 +80'-110 +80/-710
a
N 46 +001-150 +801-110 +80/-110 +801-114 +801-110 +801.110 +BOf-110 +8W-110 -1---�•�-- LONG SIDE --�••� }
48 +801-110 +801.110 +8014 10 +801-110 +801-110 +801-110 +@Of-710
N N
60 +80/-110 +801-110 +801.110 +861-710 +801-110 +601.116 SHORT LONG
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPAONG IFANCHORING SIDE SIDE a
62 +BOf-710 +801-110 +801-150 +801-110 +601-110 y
64 +801-110 +80/-110 +80%110 +BOf-110 THROUGH THE FRAME PER SHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
I 66 +801.110 +801-110 +$01-110 AP PLIES TO 8,C ORD AN
(SEETABIE 2) NOTAPPLICABLE _ ty� <
68 +BOf410 +80%110 yi,g^ GLASS TYPES 14 THROUGH > r '^au
60.926 +80l-t f0 77 MAY NOT 8E USED WITH SHORT W
J-CHANNEL OR INTEOfiAl- SIDE 0 � G C]
FIN FRAMES. N ••t a1o0 06
TABLE 13:
Ix LO
WlndowDesign Pressure,(+/.pst) 1'0) �, o oCn
d
3116"TCap-Airspace-7/16"HIM With SG Tyv�s 17 z LL cq u- 0
=u1 T
Window Long Side(In) U U X t2 CI?
Dimensions 77,76 79 81 83 86 87 91 94 96 1 99 104 507111 its 120 125 136 144 !W-•W 03 Q. `� 01+1co 0
36 +801.116 +8Of-516 +801-110 +80/-170 +801-110 +00/.110 +861-110 +801-110 +804110 +801410 +801.710 1 +801--110 +80/-110 +80F110 +80t-110 +801-110 +80/-110 +8d-110 > d 0- W.
40 +801.110 +80/-710 +801.110 +801-110 +801-510 +$04110 +80t-110 +8111-170 +801.150 +80/-110 +861.110 +001.110 +801-111) +801.110 +BO/-110 +801.110 +801.110 +80f-110 2+ 0-Z vy `-
42 +804110 +BDI.110 +841-110 +801-110 +001-510 +Bot-510 +807-110 +80/•110 +$01•!50 +801-110 +80f-110 +SOH to +80f-150 +80!-110 +801-110 +801-110 +801.110 +801-110 Ct .W.1 O
44 +801-510 +801-110 +801-110 +801-110 +801.11D +801.110 +80/-110 +601-110 +00f-110 +80f-110 +001.110 +801-110 +BOi-110 +601-110 +801-110 +801-114 +801-110 Z M
48 +801-110 +801-110 +001-510 +801-110 +80/-110 +801-110 +801-110 +80/-510 +804110 +801-110 +801.110 +801-110 +BD/-110 +801.110 +80l-710 +801-110 $ 3- Iy7 !sans
60 +BO/-110 +801-110 +801-11D +801410 +801-110 +801-116 1 +801-110 +801-510 +801-110 +8O/-170 +801.110 +801-110 +801-110 +801.110 +801-110 Z
Z
51 +801.110 +BD/-110 +801-110 +B01-110 +90t-110 +BOf-170 +801.710 +801-110 +801410 +801-110 +801-110 +601-514 +801-110 +801-110
54 +80/•110 +801-110 +801-110 +801-116 +801-510 +801.150 +801.110 +801-110 +801410 +801-110 +801.110 +801-110 +80[.110 ULu a7o35
c 66 +@0/•SSD +801-510 +801-150, +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +601-110 +80/-110 +80/-110 X C- o
68 +801-110 +8DJ-110 +80/-110 +8d-110 +801-110 +801-110 +80/-110 +601-110 +80!410 +801-110 +B(Y-110 U- Z N
U)
61 +80!-110 +BOf-710 +BD/-110 +Bd-110 +801-110 +80f•1t0 +80/-110 +801-110 +801-110 +80/-110 W " '0
In 63 +801.110 +80l-110 480!-150 +80.110 +801-110 +B0/-110 +80/-110 +80t-110 +801-110 O } p 0
64 +80t-110 +801-110 +GomlO +801-110 +BO/-110 1 +801-110 +601.110 +801-150 ally •asap soul
66 +80/-110 +80/-110 +801-110 +BD(-1tO +801.110 +801-110 +80/-110 .
68 +804110 +80/-110 +80/-110 +801.110 +801-110 +801•110
70 +801-110 +801-110 +801-110 +801.110 +801-110
72 +BOt-110 +801-110 +801-110 +861-1 t0
74 +80f-170 +80f-550 +801-110 ,
76 +801-110 +B0%110 }
77.76 +801-110
NOTES: _ 1
1)BUCK DIMENSIONS SHOWN,
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN, A.LYNN M6.LER,P.E. I
P.E.N 60705
i