HomeMy WebLinkAboutProduct Approval Charles Grande #9680625
9950 S Ocean Dr. 705
Jensen Beach, FL 34957
Replacing 5 doors and 2 windows size for
size vkAminipmt. '
The cost of the job is 12.4%of the structures' >:
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9/30/2016 Florida Building Code Online
BCIS Home i Log In ( User Registration Hot Topics j Submit Surcharge Stats&Facts Publications ( FBC Staff BCIS Site Map Links Search i
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Product Approval Menu>Product or Application Search>Application List>Application Detail
'4 FL# FL251-R28
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 lens 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 Exterior Doors
Subcategory Sliding Exterior Door Assemblies
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 08/17/2016
Date Validated 08/26/2016
Date Pending FBC Approval
Date Approved 08/30/2016
https://floridabuilding.org/pr/pr_app dU.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrIFWoG42oojLRlp/o2bls`/o3d 1/4
9/30/2016 Florida Building Code Online
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.10.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.10.Ddf
(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:
251.8 SGD-2500 (Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0609.10 DR.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance . FL251 R28 II 15-0609.10 DR.pdf
(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:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0612.06 LM.Ddf
(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:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0612.07 SM.Ddf
(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:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.02.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-1210.02.Ddf
(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:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.0l.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-1210.01.Ddf
(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:
Back Neat
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
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MIAMI-DADS MIANII-DADS COUNTY
KAWAIAM PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries
1070 Technology Drive,
North Venice,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County 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 G°5470"Vinyl Sliding Glass Door(Reinforced)-N.I.
APPROVAL DOCUMENT:Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOR",sheets 1 through
19 of 19,prepared by manufacturer,dated 10/05/15, signed and sealed by Anthony L.Miller,P.E.,bearing the
Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by
the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None: Approved Hurricane Protection devices,complying w/FBC,as
applicable are required.
Limitations:
1. See table 1(sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes,
design pressures,reinforcements types, glass types,All riser(detail sheet 4)and anchor requirements.
2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid
PVC to be labeled per referenced NOA's requirements.
3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable.
4.. Pocket walls under separate approval,to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade County Product Control Approved",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 shalt 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#15-0409.04 and consists of this page 1,and evidence pages E-1.&E-2,as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No.15-1210.02
MIAMI•DADE COUNTY Expiration Date: Apri121,2021
' Approval Date: March 3,2016
L\ti Page I
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED -
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0107 09)
2. Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOA", sheets 1 through 19 of 19,
prepared by manufacturer, dated 10/05/15, signed and sealed by Anthony L. Miller,P.E.
B. TESTS
1. Test report on 1)Air Infiltration.Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Test,per FBC,TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc., Test Report No.FTL 6637(samples A-1 thru A-5),dated 11/19/10,
signed and sealed by Jorge A. Causo, P.E.
(Submitted under NOA No. 11-010 7.09)
2. Additional test report No.FTL 6638 (samples A-1 thru A-22)per TAS 201/203-94, issued by
Fenestration Testing Lab,Inc., dated 11/19/10, signed and sealed by Jorge A. Causo,P. E.
(Submitted under NOA No. 11-0107.04)
3. Additional test report No.FTL 8717,issued by Fenestration Testing Lab, Inc., dated 12/07/15,
revised on 02/15/16 and 02/24/16,signed and sealed by Idahnis Ortega,P.E.
(Submitted under NOA No. 15-1210.01)
4. Additional test report No.FTL 8546 issued by Fenestration Testing Lab, Inc.,dated 11/06/15,
revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 15-1210.01)
S. Additional test report No.FTL 8547 issued by Fenestration Testing Lab, Inc., dated 12/04/15,
revised on 02/15/16, signed and sealed by Idalmis Ortega,P. E.
(Submitted under NOA No. 15-1210.01)
6. Additional test report No.FTL 8548 issued by Fenestration Testing Lab,.Inc.,dated 12/04/15,
revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E.
(Submitted under NOA No. 151210.01)
7. Additional test report No.FTL 8549 issued by Fenestration Testing Lab,Inc., dated 12/04/15,
revised on 12/04/15 and 02/11/16,signed and sealed by Idalmis Ortega,P. E.
(Submitted under NOA No. 15-1210.01)
8. Additional test report No.FTL 8552 issued by Fenestration Testing Lab,Inc.,dated 12/04/15,
revised on 02/15/16, signed and sealed by Idalmis Ortega,P.E.
(Submitted render NOA No. 15-1210.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared
by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L.Miller,
P.E.
Jorge M.Plasencia,P.E.
Pr duct Control Unit Supervisor
NOA No.15-1210.02
Expiration Date: April 21,2021
Approval Date: March 3,2016
E-1
PGT Industries
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
C. CALCULATIONS (continued)
1. Glazing complies with ASTME-1300-02, -04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid
PVC",expiring on 09/30/19.
2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan
(Non-White)Rigid PVC",expiring on 12/29/16.
3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated
(Painted or Laminated)White Rigid PVC", expiring on 09/30/19.
4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929
and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material.
(Submitter)under NOA No. 11-0107.04)
F. STATEMENTS
1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5`"Edition) and"No
financial interest",prepared by PGT, signed&sealed by Lynn Miller,P.E.
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. Notice of Acceptance No. 15-0409.04,issued to PGT Industries,for their Series"5470"Vinyl
Sliding Glass Door (Reinforced)—N.I.", approved on 06/18/15 and expiring on 04/21/16.
Jorge M.Plasencia,P.E.
Z
ct Control Unit Supervisor
NOA No.15-1210.02
Expiration Date: April 21,2021
Approval Date: March 3,2016
E-2
SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:
GroUp - Anchor Substrate FramoMember Min.Edgo min. MIN.OF 3 THREADS
INCLUDING POCKETS &900!135° CORNERS DIsiance Embedment ;EYOND THE METAL-
P.T.Southern Pine-Ra�� smb SUBSTRATE.METAL
GENERAL NOTES: ($0-0.65) 9116- I_ww
*SEE GLAZING DETAILS ON SHEET 10. Aluminum,606346a HGOWS1111jamb V8. 118.
1)GLAZING TYPE OPTIONS. 11112'steel SMS SUBSTRATE TOWEET MIN,
2)DESIGN PRESSURES: shis, (112emin.thIcknees) P-hook 3181 118' STRENGTH AND THICKNESS
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM,E1300. Steel.A38' REQUIREMENTS PER
(Mtn.It it 0. HeadISINjorib 318" 0.000,
.�JL tbjok
A threadefin) 33' Head/811VJamb 3fe. 0.071'(140a.) CODE AND TO BE REVIEWED
8,POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E130D. 61Z _as) P4wok 3/0' - 0.067 CURRENT FLORIDA BUILDING
3)ANCHORAGE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS. �63•
Or. -
10.071"mh Nekoosa) _P-(ook 31a. 0.071'114 Ga.) BY THE AUTHORITY HAVING
INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1141 Etoo P.T.Southem Pine Jamb 1. I-Woo JURISDICTION.
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). uffeconI ---F4-mk 1. 11481
4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE.. lieo
Etc 410 P.T.Mlfte Head[SlIlMemb 1. 1.318' FOR STEEL STUDS,
6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. a.&CrsteFlex T.lo, 13,666k 1' 1-318, MIN.FU-45 KSI&
#12.elect wood p Pine Hea
0)REFERENCES ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NONS,VISION EXTRUSION;LTD. 0 d/SUVJomb 9116 I-W MIN.FY=33 KSI.
WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED - screw as ($0-045) P-hook 8116. 140'-
(PAINTED OR LAMINATED)WHITE RIGID PVC NOA conomle, P-hook 1. 1-318*
V41 Vice (min.2.85 kall Hes Jam f,_V1V I-TO' "UNGROUTED CMU"VALUES
REFERENCES(TEST REPORTS): TL-6337,6338,8646-8649,8652&8717*.EXOVA-10-002-792(A)&IO-006-10231; Ullracon Ungraded CMU, Jamb V 1 1-114* MAY BE USED FOR GROUTED
CAMBRIDGE SM76"0; (ASIM C-N) p1book 1. mw - CMU APPLICATIONS.,
7)THIS PRODUCT HAS BEEN DESIGNED TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE u;107t1_'=M3u_ Jamb 1.w'r 1-1w
HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION Y'r Woo 410 P-hook 1.3/4'
EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS,(COMPONENT REQUIREMENTS). C S.S.CreleFlex C=arole HeA0161111jamb 14116 --7 I-34_- IMPACT
RATING
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. (min.2L35kal) F-hook 1. 144' NOT RATED FOR MISSILE
0)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED, Concrete HeadISIP/Jamb 1.117 13187-
IMPACT RESISTANCE
10)THE 6470 SERIES SLIDING GLASS DOOR MAYALSO BE KNOWN At THE 470 SERIES. (min.2.22 kel) P-hook 14 1318' . I
121 I
114'Elco 10-0 Unorauted M, iamb 7 I_lw I
ANCHOR NOTES: S.S.Apore-Gator (ASTM C�pj P-hook 2' 1414- 1 DESIGN PRESSURE RATING
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY P.T.Southern Pine HeadfinfiRwnb, 1. 1-wr SEE TABLES 1.2&81,B2
P-hoult 1. 1-31W I ON SHEETS 7 R A
APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE Commm Head/810IJamb 2.-117 1316 I
REQUIREMENTS. 114"Elco jmtn.2.85 kal) 13-hook 21112, 1.316l
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON-THIS SHEET. uluacon Unprouted CMU, Jamb 2412' 1-1/4'
3)WOOD SUCKS DEPICTED AS IX ARE LESS THAN 14(r THICK,PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL (ASTM C-M)' P.hook 2.172,
1.114'
--5- PRODUCT RENEWED
Ha4dISIH/Jamb 112! I-aw
IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU,WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR 11"E140 410 (M=61) 17-h-ook 2-lir I-We, complying with the Florida
GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. .I.d ' 11
&TO BE S.SL C Vh-o dG
BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORDreleFf" Ungrot4od CMU, Jamb 2-lir NVA-Ho. 15-1210.02
REVIEWED BYTHE BUILDING OFFICIAL. ASTM 0.90) ok Expiration Date 04/2112021
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED By
BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES �-..Ra_..
ontroi
6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, EXAMPLE CONFIGS..........2
NON-METALLIC GROUT,MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE INSTALL DETAILS..............3.0
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF DP/ANCHOR TABLES 7-8
SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS EXAMPLE............................9
APPROVED BY THE AUTHORITY HAVING JURISDICTION. TAN ARDS US-ED., GLAZING DETAILS 10
ANCHOR LOCATIONS 11-16
2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES...................17
INSTRUCTIONS: ASTM E1300-09
EXTRUSIONS.....................18
1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE
ANCHOR REQUIREMENTS FOR ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................19
THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2, ALUMINUM DESIGN MANUAL,ADM-20`10 SCREEN DETAILS.............20 Afjj�
DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. 1\ I. ........
AIS"100-07IS2-2010 I PARTS LIST.............. 21 , C"\
el
AND THE 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT
NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED
WIDTH AND/ORHEIGHT. VINYL SLIDING GLASS DOOR NOA if 10/06116 56105
3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, GENERAL NOTES J ROSOWSKI
THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM
EDGE DISTANCE.
0
4)FROM THE DESIGN PRESSURE TABLES(TABLES I OR 2),VERIFY THAT THE OPENINGS REQUIRED CERT.OF AUTK#29296 o X"
.... ...
DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN,
.. .
6)INSTALL AS PER THE GUIDELINES OF THIS SHEEf-SET, 1070 TECHNOLOGY DRIVE
0)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. N.VENICE,FL 34275
SGD-5470111 NTS 11 1 OF 21 91 MD-54-10.0 A-LYNN MILLER,RE,
(941)-480-1600
MAX.UNIT WIDTH MAX.UNIT WIDTH — MAX.UNIT WIDTHMAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH— NOM.PANEL WIDTH NOM.PANEL WIDTH
PER TABLES I&2 PER TABLES i&2 PER TABLES I&2 PER TABLES I&2
MAX.UNIT
MAX,UNIT MAX,UNIT HEIGHT
HEIGHT HEIGHT HEIGHT PER h
PER TABLES 1 2 R PER TABLES I&2 PER TABLES i&2 /V h TABLES t&2 h
Poem
I -i -j i -N,-J
I-PAN 2-PANEL 3-PANEL CONFIGURATIONS IG rIONS
p I
_p�
EL CONFIGURATION,
j#A S
N
,_7
11 cjt4�
CONFIGURATIONS CONFIGURATIONS
MAX.UNIT WIDTH
MAX.UNIT WIDTH MAX,UNIT WIDTH NOM.PANEL WIDTH 4
NOW PANEL WIDTH NOM.PANEL WIDTH PER TA13LES I&27
PER TABLES I&2 PER TABLES 1&2
KrORNERTYP
MAX,UNIT 5
—T f I HEIGHT h 1/6 62'7'e
MAX UNIT PER MISS
MAX.UNIT 91 h SHut.
HEIGHT HEIGHT TABLES 1&2
PER TABLES I&2 PER TABLES I&2 h /I h
CORNER,TYP-
5-PANELqQh622R8jM i�t 6-PANEL CONFIGURATIONS OUTSIDE COMIEft WOM 11MMOOMER WILAR
PRODUCT RENEWED
MAX,UNIT WIDTH as.amptni with tris Florida
MAX.UNIT WIDTH Building 0 a
NOM.PANEL WIDTH NOA-Ho. 45-1210.02
NOM.PANEL WIDTH
PER TABLES I&2 PER TABLES i&2 -I Expiration onto 04/21/2021
Nr-
lam!:;g Product Control
MAXgY
UNIT
MAX.UNIT
HEIGHT HEIGHT
PER TABLES I&2 j l h h Ij f 1 PER TA13LF-8 I&2h h h /I h
,nit
7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES. ")V=OPERABLE PANEL OLD WIDTH NOM.PANEL WIDTH-8-9116"
"0— A lze
i}ACL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB INOPERABLE PANEL OLD HEIGHT=DOOR HEIGHT-11-1/16"
& .\314m......u....
LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(P)CONFIGURATION CAN BE pXXXXO,PXXXX OR XXXXp.OXXX IN =POCKET
PANEL HEIGHT=DOOR HEIGHT-2-112*
POCKET CONFIGURATION CAN BE OXXXP. it
VINYL SLIDING GLASS DOOR NOR WOW%
2)OV&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS.
EXAMPLE CONFIGURATIONS -mt J ROSOWSKI
N OTHERS AND 0
3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY 0 Sf e
REVIEWED BY THE AUTHOWTY HAVING JURISDICTION.
f--DETAIL LETTER .......
'STIONt
4)FOR N=PANEL WIDTH,SEE TABLES I&2. 1070 TECHNOLOGY R1 E
N.VENICE,FL 34276 A.LYNNIA(LLENP.E.
MAX.ALLOWABLE FRAME SQUARE FOOTAGE 472.056 FT" SHEET NUMBER (941)-480-1600 SGD-5470 NTS 2 OF 21 MD-5470.0' P."58705
METAL TYP�,SEE ANCHOR
DETAIL--Al DETAIL BI NOTE 4.SHEET 1;MIN.OF 3
THRUixwoon I ASTRAGAL DETAIL C11
DETAIL D1 I INTERLOCK INTO METAL THREADS BEYOND THE'
INTO MASONRY w METAL SUBSTRATE
CONCRETEICMU PER FRAME WIDTH ANCHOR REQUIREMENT REQUIRED IF MDR
V4"MAX. HEIGHT is OVER oWb* 21
EMBEDMENTAND 22 DISTANCE
TYP.ANCHOR TYPE, 94 MAX 2frO.C. at EDGE
n
EDGE DISTANCE PER 71
SUBSTRATE,SEE 50
TABLE A,SHEET I&
DAYLIGHT to mgMI 28
NOTE 3,BELOW
OPENING� 26
a ¢ WIDTH
EMBEDMENT
T _-`.::'..' \ x'11 t� �3 �+ EDGE
EDGEDISTANCE
at 02 EX ERI SEE NOTE 0,
DISTANCE r4S
a 25 27 20 THISSHEET
tW MAX.
SEE No a, 6,
THIS 8 E
IXOR2)� OD THIS
THISSHEET EMBEDMENT
BUCKSTRIP,SEE SEE NOTE 6 THIS SHEET 29 I NO X 314°SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE,
ANCHOR NOTE 4,SKEET I —————- o3 PER STILE,LOCATED AT CENTERLINE AND W, EMBEDMENTAND
PLATEAT HORIZONTAL SECTION(MX SHOWN) W,&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER
EVERY SUSSTRATESEE
ANCHOR DETAIL D2
DETAIL B2 TABLE A,SHEET I&
DETAIL LOCATION I DETAIL C21 ASTRAGAL NOTE 3,BELOW
I
INTERLOCK I SONRY I FACING W.
is RgQUREDIFOOOR EMBEDMENT ——————-
2X WOOD BUCKSTRIP OR 1-02XWOOD 00 DAYLIGHT 21 HEIGHTMOVERSW
FRAMING,SEEt�IH -- oll il*l MAX.
,gl PRODUCTRENEWED
NOTE 3; OPENING 2 1, EDGE as complsuttdtnaatu,wIth the Flovide
N*A-N- 15-1210.02
WIDTH DISTANCE a.
IYP.ANCHOR TYPE, E NOTE S,TMsSHEET Expl,.tI,,"Data 0412112021
26
b
EMBEDMENTAND -0 ISOR 25 TYP,ANCHOR TYPE, By
EDGE DISTANCE PER 93 EMBEDMENTAND mlam=rcodual control
SUBSTRATE,SEE a EDGE DISTANCE
TABLE A,SHEET I&
NOTE 3,BELOW PER SUBSTRATE,
SEE TABLE A,SHEET
EDGE 18 NOTE 3,BELOW I EXTERIOR
DISTANCE
L
PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE
114"MAX ANCHOR REQUIREMENT INSTALLED IN EITHER
EMBEDMENT HORIZONTAL�SEGTIQN(XO SHOWN) FIXED PANEL CLIP& INTERIOROR ow
,*k
EXTERIOR DIRECTION. 0
EE ..........
NOTES ANCHORS,S! 19 ALL PARTS IDENTICAL.
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 0,THIS SHEET DETAIL SHEET
9403
2)REFERTO ANCHOR NOTES,SHEET I. FORALLLOCKOTILZ go.u
3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGAL%Fl VINYL SLIDING GLASS DOOR NOA io/061116
AND
STILES
ANCHOR QUANTITIES,SEE TABLES I&2 HORIZONTAL RAILS INSTALLATION,HORIZONTAL X-SECT
ms ja� J ROSOWSKI
4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL INS
FRAME ANCHOR LOCATIONS.
6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. CERT.OFAUTH3129298 ......
0)SEE TABLES I INTER FOR lti1,0
&2 FOR REINFORCEMENT REQUIREMENTS ALL L.M. m
REINFORCEMENTS ARE APPROXIMATELY THE FULL LEW6i:�OF oNLY 1070 TECHNOLOGY DRIVE
THE EXTRUSION.REFERTO TEST REPORTS FOR EXACT DIMENSIONS, STANDARD HD N.VENICE,FL 34276 A.LYNK MILLER,P.E.
(941).480-1000
7)SEE SHEET 20 FOR SCREEN DETAILS. IFSGD-6470TIFNTS I 3OF211 1191 MD-5470.0 �kljF.E.a sagas
DETAIL El TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4
AND EDGE DISTANCE PER
INTO WOOD INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC
it TN.= I SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALLIMINUM/STEEL
I&NOTE 3.THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY
CONCRETEICMU EDGE FRAMING,SEE ANCHORAND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL.
NOTE 3,SHE BE VERTICAL
PERANCHOR I ET ANCHOR REQUIREMENT 8 ST
DISTANCE SUBSTRATE,SEE TABLE A,SHE REMENT SEE SUBSTRATE PROPERTIES,
SUBSTRATE
EDGE 1&NOTE 3,THIS SHEET EDGE TAS .8 1
REQUIREMENT TABLE A,SHEET 1
DISTANCE DISTANCEr 1)ST 'F
EDGE DISTANCE
EMBED-
MENT
EMBEDMENT
'EBEDMENT EMBEDMENT
1!4"MAX,114"MAX. X OR 2X WOOD -f�11'4'MAX.MAX.� /4" MAX.
1 WOOD
-BUCKSTRIP,SEE
ANCHOR NOTE 3, TYP.ANCHOR TYPE,EMBEDMENTD TTYRANCHOR TYPE,EMBEDMENT AND
P
03 7 SHEET EDGE DISTANCE PER SUBST E EDGE DISTANCE PER SUBSTRATE,SEE
33 TABLE A,SHEET I&NOTE 3,THIS SHEET TABLE A,SHEET I&NOTE 3,THIS SHEET
0 NOTES
LOCKSTI
FOR LES, 1)DETAILS,APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
ASTRAGALS, 2)REFER TO ANCHOR NOTES,SHEET 1.
FIXEDSTILES 3)SEE SHEETS 11&42 FOR ANCHOR LOCATION&SPACING,
HORIZON
AND TAL #0 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. OLD WIDTH=NOM.PANEL WIDTH-B-9118'
ANCHOR PLATE AT RAILS SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT OLD HEIGHT=DOOR HEIGHT-11-1/16"
EVERY ANCHOR CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT-DOOR HEIGHT-2-112"
LOCATION (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS.
6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.
DAYLIGHT PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL
OPENING FRAME SEE --z HEIGHT LENGTH OF THE EXTRUSION,REFER TO TEST REPORTS FOR
HEIGHT HEIGHT NOTE 6, SILL RISER EXACT DIMENSIONSPRODUCT RENEWED
.
THIS SHEET VARIES WITH as complz Ing with the Florida
Building ode
REQUIRED
EXTERIORNOA-No. 15-1210.02
POSITIVE
4 DESIGN .39D Pxplratfun D 91121/2021
82 PRESSURE, By phet'an D 'jo 41" '1
'"-D a . ...luct co'u.,
gy�
of 0 7&8. .3907----1
1-- mlam
250 Rj SEE SHEETS' .390 f Do 0 roduct control
114"MAX. 33 t� I—-390 1,793 2-370 2.947 4.041
0 42 B AffL— —1 2.887
3.484
GROUT '#43-454AUGHOOMET'-�823 7
NEEDED,SEE so 1.917
ANCHOR NOTE 13
5,SHEET 1 12 .060— .060 .060
MAX. 2-11Z'=TOTAL —A
CD IWSILL HEIGHT .000
(D SILL RISER Is(SILL RISER 44(4.1/10'
@ SILL RISER
1 2 -- `%t
% ter
Lai (i:1/2TOTAL 3-i/2"TOTAL 4-1/10"TOTAL (4-51W TOTAL g(LYNN 4f
......vie,
SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT)
EMBED- EDGE
EMBEDMENT DI
MENT 10105115
VINYL SLIDING GLASS DOOR NOA sT No.66705
EDGE' TYP.ANCHORTYPE, \\--ryp.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. cS J ROSOW-SKI �-10 t WE
DISTANCE EMBEDMENT AND ZX WOOD BUCKSTRIP OR EMBEDMENT AND
EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE LOntO
CONCRETEICMU PER SUBSTRATE, NOTE 3,SHEET I PER SUBSTRATE,
PER ANCHOR DETAIL F71 SEE TABLE A, DETAIL F21. SEE TABLE A, 1070 TECHNOLOGY DRIVE
REQUIREMENTINTO MASONRY SHEET I&NOTE 3. SHEET I&NOTE 3, N.VENICE,FL 34275
THIS SHEET THIS SHEET (941)480-1000 -�5470 NTS 4 OF 21 jb]7MD-5470.0 1;
111 A,LYNN MILLER,P.E.
J�� L
INT71
2OR 20 35 INTERIOR 28 so
26 37 &B MAX I&VO.C. 1 INTERIOR 19 MM3.6"O.C.
30 33 90 SEE SHEET is INURIOR DETAIL H2
i9 98 MAX
SEE SHEET is EWERIOR w
69
33
01139INTERIOR
'-8MAXISA-0.C.
EXTERIOREXT.
(11 37- B
k 97N
136* 'u, VIM r
DETAIL GI DETAIL H1
MAX18.6-0.0.(jD�' ❑0
tNSIOE CORNER IN910E CORNER d0
EXTERIOR
INTERIOR
111AX3. . is 60
SEESHErT19
PRODUCT RENEWED
as compIlln
With tho Florida
O Building o a
HOA-No. 15-1210.02
135, Expiration Da At 1/2021,
INTERIOR
Miami-Da rocluct control
O
2
on
NOTES
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
2)SEE SHEETS 14&16 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR
25 20 00 QUANTITIES,SEE TABLES I&2. it,
33 39 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, LYNN
35 DEPENDING ON CONFIGURATION. ..........
MAX 18.61 0..0o
DETAIL G2 EXTERIOR
135- MAX 3.6"0 C No.68105
,SEPSHFET'14'9 96 VINYL SLIDING GLASS DOOR NOA JA 10105115
OtlTSIPE CORNER 60
CORNER ASTRAGAL HORIZ.X-SECT,
R -c
1101 J ROSOWSKI
X%
ZORI
.........
• 1070 TECHNOLOGY DRIVE q..1QNN-
N.VENICE,FL 34275
SGD-6470111 NTS 111 6 OF 21 j1h0j MD-5470.0 Jill A.LYNN MILLER,P.E.
(941)-480-1600
OPTIONAL NON-
INTO MASONRY
STRUCTURAL
t•'
ANCHORS FOR � - EDGE CONGRETE(GMU -
INTERIOR POCKET INTERIOR 21 n TYP.ANCHOR TYPE,EMBEDMENT -pISTA E PER ANCHOR
JAMB.�• 33 ss 20 R 2T AND EDGE DISTANCE PER REQUIREMENT.
SEE FIG 1. SUBSTRATE,SEE TABLE A,
INTERIOR POCKETS MUST +• THIssHEEr 3' FIGURE 1,INTERLOCKSATPOCitETs:
oll
, SHEET 1&NOTE 3,BELOW -'. a
INCLUDE A NON-STRUCTURAL, .:�•
FRAME JAMB 70 REDUCE THE FOR DOOR HEIGHTS 96"AND LESS:
`;1H 1,• •'.'e ; OPT,
POSSIBILITY OF WATER 31 q
INFILTRATION. 1!4".MAX. 21 `� - ;,'' • .. . ''•,c': ANCHOR
t._`• 1s 17 OPT. EMBEDMENT '.':.:i a., i7 Pt
POCKET BY OTHERS,SEE *. :
NOTE 6 BELOW. exit RtCR d
` MEN7" _ :: � 1, ✓ EXTERIOR q o FOR DOOR HEIGHTS OVER 96"
(j EXTERIOR"i;" "' OPT. 114"MAX.
ANCHOR 10 07 MAX
CONCRETEICMU THIS
SHEET 31 d 30 q MAX O.C.
TYP.ANCHOR TYPE,EMBEDMENT EDGE PER ANCHOR THIS SHEET
AND EDGE DISTANCE PER • L � ze 27
SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT d
&NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22
O1
2i
TYP.ANCHOR TYPE,EMBEDMENT
METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER
4,SHEET 1•ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1
8E A MIN-OF 3 THREADS BEYOND &NOTE 3,BELO 2X WOOD BUCKSTRIP OR
PRODUCT RENEWED
THE METAL SUBSTRATE EDGE FRAMING,SEE ANCHOR as compsyIng with the Florida
EDGE DISTANCE NOTE 3,SHEET 1 6.11dal g Cod0
DISTANCE OPT.ANCHOR N01-No. 15.1210;02
DETAIL(3 OPT.ANCHOR Expiration nate 04121/2021
INTO METAL EMBEDMENT By
17 OPT. 47 DPT. Miami-Da Product Goatroi
EMBEDMENT e DETAIL 14
114"MAX. q MAX, i (}(�n`a 1HTO WOOD
EMMOR II
10 SEE FIG 1, 1Ci
SEE FIG 1. d THIS SHEET
THIS SHEET 30 22 &R 2T xTE to
21 91 v 28 01011tiltrr
EXTERIOR POCKET ``�.�a��y LYNN di111 %,,�
EXTERIOR POCKET ;z: er4sF''' ;p.
1)DETAILS APPLY TO 2;3 AND 4 TRACK CONFIGURATIONS. 1 r
NOTES gLUM1NUM SLIDING GLASS DOOR NOA 10105!15 ' !r�' Ida.0416'
2 REFER TO ANCHOR NOTES,SHEET 1. it
3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. P-HOOK EXAMPLES,HORIZ.X-SECT. 4 J ROSOWSKIt I u
4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ® a < %j)'• j{ fb ., `
5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. GERt OF RUTH.ff29288
6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DRIVE m �� �7SS10NAx•� �`
AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
N.VENICE,FL 34275 A.LYNN MILLER,P.E.
(041)•480-1600 SGD-5470 NTS 6 OF 21 MD-5470.0 REA 50706
TABLE 1:
Design Pressure(DP)and Anchor Quantities Required,
(far all approved configurations on Sheet 2)
Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A.
Astragal Reinforcement#29 80" 84" 96, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS.
Locksfile Reinforcement#25 or#26 68-151161 DLO Haight 72-16116"DLO Helghl 84.15116°DLO Helghl THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE
Std.Interlock Reinforcement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
A 1 13 =D A 1 13 1 C I D A 1 B 1 C 1 D CONSIDERED,SEE TABLE B1,THIS SHEET.
Design Pressure +127.1/-127.1 psf +1201-120psf +102.9/-102.9 psf #OF ANCHORS THROUGH THE HEAD&SILL,(EX:FOR C3+1,3 ANCHORS
18-118" Headislll C5+1 C3+1 C3+1 03+1 C5+1 C3+1 C3+1 03+1 C5+1 03+1 C3+1 C3+1 'CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT
24" DLO Jamb 6 5 8 6 5 5 8 6 5 6 6 5 MIDSPAN OF PANEL).
Width TOTAL#OF ANCHORS THROUGH THE JAMB.
P-hook 7 7 7 7 7 7 7 1 7 8 8 8 8
Design Pressure +108.3/406,3 psf +100,21.100.2 psi +85.3/-85.3 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK,
25418' Head/8111 C6+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 03+1 I C3+1 I C3+1 PERPENDICULAR TO THE GLASS.
30" DLO Jamb b 6 8 5 5 6 8 6 5 5 6 6
Width
P-hook 7 7 1 7 1 7 7 7 7 7' B 8 B 8
Design Pressure +82.81-92.9psf +B7.3/-87.3psf +73.81-73.8psf
31-118' Head/SIII C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 03+1 C3+1 C3+1
38" DLO Jamb 5 5 6 5 5 5 6 5 5 6 6 6
a Width
,6 P-hook 7 1 7 7 7 7 T 7 1 7 B B 8 B
ZDesign Pressure +78.4/-78.4psf +78.41-78.4ps! +658/-658psf
37-11B" Head/Sill C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 TABLE B1:
42° DLO Jamb 5 5 5 5 5 6 8 6 5 5 B 5 Wafar•Limlled
Width FIG 1:
P-hook 7 7 7 T 7 7 7 7 —8--r-8 8 8 (+)Deel9n Pressure OH LENGTH
Design Pressure +601-60psf +60/•60psf +601-60ps! :111 Nom.Sill Max.(+)DP
43.118° Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 03+1MR
TT3+1 Riser Height Allowed DOORASSEMBLIES
40" DLO Jamb 5 6 6 5 6 6 5 5 6 5 INSTALLED WHERE THE
Width None 1-11/18° SeeNote2 PRODUCT RENEWED
P-hook 7 7 7 7 7 7 7 7 8 B 1-.0
OVERHANG(OH)LENGTH IS osIngwrth tho Florida
42 2.112" +38.7 psf EQUAL TO OR GREATER THAN lldrng Cdo43 3.112" +80.0 psf THE OVERHANG HEIGHT IS NOA-No. 15-1210.02
USED IN EXAMPLE ON SHEET 0 q4 4-1116" +8D.0 psi EXEMPTED FROM WATER Expiration note 04/21/2021
45 4518" +100.0 psf INFILTRATION RESISTANCE. BY
M[05F- de Product Control
DLO WIDTH DLO HEIGHT NI 10"
DOOR ;��o�It04NI41j/
p
PANEL HEIGHT=DOOR HEIGHT-2-1/2" �Z,.•;OENS�';FP '�
TABLE NOTES:
VINYL SLIDING GLASS DOOR NOA IS1 10/05/15 = 140.68705
1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1
DP&ANCHOR QUANTITY TABLES J ROSOWSKI
AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. LU--
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® <
RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. cERr.of Aunl.ezezes �� �i PLORION. C5�
3)SEE SILL RISER TYPES ON SHEET 4. `
4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE ''���Sisi ONA� G?\.
5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 A.LYNN MILLER P.E.
0)SEE SHEETS 11-16 FORANCHOR LOCATION&SPACING (941)-480-1600 SGD-5470 1 NTS I 7 OF 21 MD-5470.0 �r4 P.E's5a7os
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,
(for GO approved configurations an Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A,
Astragal Reinforcement#29 00" 84' 961 108, 1201 SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS.
Lookettle Reinforcement#25 68106'DLO Height 72-15110-DLO Height W6f16'DLO Height 98-1511W DLO Height 10645116'DLO HeightTHE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE
HD Interlock Reinforcement 028 Anchor Group Anchor Group Anchor Group AnchorGroup Anchor Group X MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
A I B I C 1 0 A B C D A I B I C D A B C D A 8CONSIDERED.SEE TABLE B2,THIS SHEET.
1 1+169,4
Dee -- ANCHORS THROUGH THE HEAD&SILL,(FX:FOR C3+1,3 ANCHORS
Lg!Pressure ,1469.4 psf +1601-lWpst —+f37.1/-1S7._1p_s( +1201-1-Wrast +106,71415.6pst'
S
11
S;
'19-1161 He dj1 C5+1 C6+1 C5+1 C3+1 C54-1 CLUSTERED AT PANEL MEETING POINT AND(ANCHOR REQUIRED AT
14" DLO I IC6+1 C6+IIC3+i.C5+1 C5+iIC5+IIC3+i.c5+l C5+1jC5+1jC3+1 CS+i C5+j C6+1 03+1. MIDSPAN OF PANEL),
Width Jamb 5 5 5 . 7 6 1 6 5 7 5 0 1 a 8 1 8 6 1 6 1 8 1 6--TOTAL#OF ANCHORS THROUGH THE JAMB.
—P-h-k 7 7 7 7 7 1 7 7 7 8 1 8 1 a 81-9 1 9 9 1 a 10 1 101 10 1 10 THE If OF ANCHORS REQUIRED THROUGH THE P-HOOK,
Design Pmsalffe +14LB1441.8psf +133.01-133.6pst +113.81-113,8psf +99.11-107.4psf +87.81-95.1psf PERPENDICULAR TO THE GLASS.
25-118" Headislit C5+2 C5+1 C6+1 103+1 C5+ C5+IICB+iIC5+lIC3+1 C5+1lc5+1IC5+1 C3+1 C6+1 C5+1 C541 C3+1
so, DLO
width . Jamb 6 5 7 1 a f 7 5 a I a 1 6 6
I _f9F_
P-hook 7 7 7 1 7 1 7 1 7- 0 1 8 1 0 9 10 '10
31418' Design Pressrse +12391-123.9pst +116.41-116.4psf - +98,51-98.5psf +8531-92.4pst- +753/-8f.6psf FIG 1:
Ser DLO Head/Sill C5+2 C5+1 I CS+21 C3+1 C5+2 C6+21 C5+1 C5+1 C3+1 crw C5+1 06+1 C3+11 C5+1 C5+1 C6+1 C3+1 OH LENGTH
Jamb 5 5 5 7 6 6 6 8 6 0 6 8 6
+' C3+'
6 5
7=7
PH�LENOTH
Width 6 5 5 7
7 7 1 7 1 7 7 7 7 7 a a 8 8 9 9 9 1 9 io 10 to 10 DOOR ASSEMBLIES
Design pressure +104.51404.5psf +104.51-104.5pof +67.01-B7.8,psf +76.71-82pst -t66.51-12psf INSTALLED WHERE THE
T 37118' HeadfSlg C5+2 C3+2 C5*2 C3+1 C5+2 C5+2 C5+2 03+1 C5+2 C5+1 I C5+21 C3+1 G5+21 C6+1 I C5+2 C3+1 C5+1 C5+1 C5+1 C3+1 OVERHANG(OH)LENGTH IS
427 DLO —Jamb 5 6 7 5 5 5 7 6 5 6 1 7 1 6 8 6 8 6 6 1 8 a 6- EQUAL TO OR GREATER THAN
Width THE OVERHANG HEIGHT IS
PhDok 7 7 7 7 7 7 7 7 8 0
10
8 1 a I a -9 9 9 9 10 1 io ! 10 EXEMPTED FROM WATER
z Design Pressure +801-80psf +60/-Hopsr +601-sopst +601-65psf +801-65psf INFILTRATION RESISTANCE.
43-1/6" Head(slit C5+2 C3+2 C5+2 C3+1 05+2 C3+2 C5+2 03+1 C5+ C5+2 C5+2 C3+1 C5+2 C3+1 1 C5+2 +1 C5+2 C5+1 I C5+21 C3+1
48' DLO — — qC3 ---
Width Jamb 5 1 5 6 _5 5 6 5 5 a 1 5 6 6 7 6 6 6 1 8 6
8
P-hook --7-T 7 1 7 1 7 7 1 7 _ 7 1 7 6 6 BIT g 1 9 1 9 10 10 1 10 10 TABLE B2: PRODUCT RENEWED
Design Pms$Eff# +74.11-74.1 Wator-Limited in
.118. psf +74.11-74.lpst +03.81-63.8psf 36
U=%'ny With the F1011do
149 HeadiSlIt C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2jC3+2jC5+2jC3+1 Design Pressure NoA-No. 15-1210.02
DLO
Width Jamb 5 5 6 'S 5 5 6 5 5 1 a 6 1 5 Sill Nom.SRI Mat. up Expiration onto 04/2112021
P-hook 7 7 7 7 7 1 7 7 7 8 1 8 8 1 8 Rlser Height I Allowed
vesign Pressure +601.60psf +6p/-Apps/ +601-60psr Not available In these sizes,
65-1/w
None 1-11110' SaoNote2
60" DLO Head/SM 03+2 1 C3+2 C3+2 I C5+2j03+2jC3+2jC3+1r2jC3+2jC6Qj 42 2-11r +38.7 psf
F
Width Jamb 5 5 6 ; 1 6 43 3,11Z +80.0 psf I
P--hooh 7 7 7 7 7 1 7 7 7 8 0 8 0 44 4-1/161 +80,6 psf
45 4-51W +.100.0 psf
DLO WIDTH=NOW PANEL WIDTH-8-911VI
DLO HEIGHT=DOOR HEIGHT- LYNN 4,1
'Z'p�. ...... Ze.
PANEL HEIGHT-DOOR HEIGHT-2-11r
TABLE NOTES:
140'ri810rr
1)IF WATER.INFILTRATION RESISTANCE IS REQUIREDTHE LESSER VALUES OF EITHER TABLE 2 VINYL SLIDING GLASS DOOR NOA 1A 10/051151
III
AND TABLE B2 DETERMINES THE WATER LIMITED(+)DID. DP ANCHOR QUANTITY TABLES J ROSOWSKI
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL
RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. F K 0. S'j
3)SEE SILL RISER TYPES ON SHEET 4. CERT.0FAUTHA20286pt 0 rno P.--
OtONAl-
4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRIVE "'
5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL$4215
0)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING 1(941)-480-1600 SGD-5470111 NTS 111 8 OF 21 11 MD-5470.0 Jill I
EXAMPLE:
3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTER L_CENTERLINE CENTERLWESEE FIGURE BELOW FOR ADDITIONAL
INTERIOR MOUNT POCKET,48"X 84'NOM.PANELS, INTERIOR POCKETS OF INTERLOCK OF INTERLOCK V—ANCHOR INFORMATION
LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, CENTERLINE CENTERLINE CENTERLINE
PROJECT DESIGN PRESSURE REQUIRED:+48.21-68.6 PSF MAX. OFPANFI I OFPANEL2 OPPANE1.3
POCKET BY
OTHERS,SEE
NOTE 6.
SHEETS t
;2"WMAX�
ANCHOR ANCHORAGE.—/
6-MAX SHEET12 ,,CLUSTER, SHEET12 GE, •MAX.
RHBET19
OHEET12 S1 END ANCHORAGE EXTERIOR
SEE POCKET"B (MIN.I ANCHOR)
SPLICE NOTE: INSTALLATION ON' HEAD ANCHORAGE DETAILS
OPT.ANCHOR EXTERIOR NONSTRUCTURAL ANCHORS MAY SHEETS
TOAiDIN\ PXXX(3-TRACK).
ALIGNMENT BE ADDED INFIELD AS NEEDED TO
ALIGN THE HEAD OR SILL If!A
SPLICE OCCURS WITHIN A POCKET,
3 SPLICE INTERIOR CENTERLINE CENTERLINE
SEE FIGURE BELOW FOR ADDITIONAL
S' CENTERUme OF INTERLOCK CENTERLINE OFINTERLOCK ANCHOR INFORMATION.
MAX,
CENTERLINE
OFFANEL I OFFANE7 2 OF PANEL 3
POCKET BY 19
to IL r
EXTERIOR INTERIOR 011 BE.
NOTE S, to
SHEET 01
ANCHORAGE ANCHORAGE, +:r ANCHORAGE� MAX
SHEET CLUSTER, -or CLUSTER._/ SHEETI EXTERIOR
21.61 SHEET11 SHEET11 ENDANCHORAGE
IrMAX. F SEE POCKET JAMB (MIN.I ANCHOR) lul
MAX. 1.1A1.
O.C. 11 A A., NON SILL ANCHORAGE DETAILS
INlLkA1UKrUL;ft1U SHEETS PXXX(3 TRACK} PRODUCT RENEWED
1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 as comptiln:with the Florida
FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Bulldinip 0 0
+46.21-58.0 ATA NOM.PANEL SIZE OF 46"X 84'.FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-No. 15-1210.02
DESIGN PRESSURE IS+00/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NUT CLUSTER Expiration Date 04121/2021
'-AX
r-lu--
,7E
PRESSURE REQUIREMENTS. TO BE 26-318,O.C.OR LESS By
FORWOOD INSTALLATION USING ANY I Hee 8111 I C3-.-7-1 faml- rotluot contrat
ANCHOR IN GROUP A(SEE TABLE A),TABLE jamb
I SHOWS ANCHOR REQUIREMENTS OF:
2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON:
MAX.
WMAX HEAD(CLUSTER ANCHORS}:SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT —CENTFMWEOFENDFANEI
OPT.A1 . THE INTERLOCKIASTRAGAL. FOR SILL(SHOWN)AND HEAD.ANCHORS ATTHE
To HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE
ALIGNMENT MIDSPAN OF EACH PANEL D.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER \tl Ill
P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FORTHEC3'CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS
ANCHORAGE ANCHORAGE THE INTERLOCKJASTRAGAL PER THE FIGURE ABOVE:
00"'rE N S4k
,�
- SILL(INTERMEDIATE ANCHORS)�SHEET 11 FOR THE"+2 ANCHORS AT THE \,N
DETAILS DETAILS MIDSPAN OF EACH PANEL
48Mq!5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA 11 10105115 1.1..07051
FOR PRODUCT REFERENCES,ALSO SEE' P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL 4�1 J ROSOWSW
A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE
01s/ LII
LOCATIONS OF CROSS-SECTION DRAWINGS.
A
B)SHEET 10 FOR SPECIFIC GLAZING TYPES.
3)INSTALLATION DETAILS INTO WOOD CAN
C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON:
D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE QNAk
E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275
F)SHEET 21 FOR A BILL OF MATERIALS. SGD-5470111 NTS MD-6470.0 A.LYNN MILLER RE
P�HOOK SHE 6 (941)-480-1600 P.E.9 68706
SILICONE HOT-MELT BUTYL
STRUCTURAL
STRUCTURAL SILICONE
POLYISOBUTYLEN 114'NOM. FOAM 31io"NOM.
WITH DESICCANT WITH 1-1118'NOM.
DESICCANT
EXT.GLASS E)Cr.GLASS 3tiVTGLASS Te 7a
11116*AIRSPACE 77 78
3116"T SS--\ PAINTED/
INT. INT. 82 0 83 —LAMINATED
SURFACE
EXTERfQR
175 KODISPACE n7o SUPER <3
4SG TPS SPACER"NXT'm PRODUCT IS'EXTERID:,
GLAZFWIF#82-8318
TOWARDS THE EXTERIOR.
GLASS
BITE
<j INTRAIOR
PRODUCT IS INTERtOR-
GLAZED'IF 582-8315 10
ALUMINUM TOWARDS THE INTERIOR so
REINFORCEMENT PCILYISO- DESICCANT FILL AREA
REINFORCEMENT
BUTYLENE 511137NOM, PAIN
HAL
NE
RAL SILICONE
04 FOAM
'il NT WITH
l 4A AN,
AIN -D
P TED
///'''''''LAMINATED Tp T
INI INT.C �j--LAMINAT
SURFAC,
718 NOM.
�'Ss
BITE
'I.R-All
M
5116*NOM. BEAL
GLASS DETAIL
BUTYL& SILICONE SEAL
BUTYL
&
DESICCANT ROLL-FORMED
FOAM NOTES: as
STAINLESS STEEL PRODUCT RENEWED
EXT.GLASS it PIZOIng With the Florida
Do ng do
i)BACKSEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED, NOA-No. 15-1210.02
EXT.GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, Expiration Date 04121/2021
11 OLA. `P=TEMPERED 13y_.. -4ag. .�Cent .
1117.GLASS SILICONE
GLASS mfarnf!;:��Proau.1t rol
&DURASEALO XL EDGE'"'
SPACER Ti SPACER
N.
............
Z.
%
VINYL SLIDING GLASS DOOR NOA
10105115 NO.
GLAZING DETAILS J ROSOWSKI dl�m,ls 16 Lu
�,tl , 01
S-rA F
01.
CERT-OF AUTtL 1296 X' `- PLOR0
1070 TECHNOLOGY DRIVE /,,,0NN-1\\\\
N.VENICE,FL 34275 mlw%
SGD-5470111 NTS III 10OF21 L111 MD-6470.0 A.LYNN MILLER,P.E.
(941)-480-1600 - P.E.#59795
SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT;
ASTRAGALOR, ASTRAGAL OR PANE_
INTERLOCK— � 'INTERLOCK PANEL CENTERLINE W PANEL-
CENTERLINE 4. CENTERLINE 4" CENTERLINE ..- CENTERLINE
_4" �._ 4"
XT1 ERLQE EXTERIOR EXTERIOR
' EXTERIOR EXTERIOR
2-7RACK CLUSTERC32-TRACKCLUSTER"C5' .152.TRACKINTERMECIATE 2-TRACK INTERMEDIATE LOCATIONS ANCHORLOCATIONS Jj
27RACKINTERMEOIATE
+VANCHORLOCATION
'+2"ANCHOR LOCATIONS 'v3•ANCHOR LOCATIONS
ASTRAGAL OR ASTRAGALOR
CENTERLINE 4" CENERLOCK PANEL PANEL ERLIN 4" CENTERLINE CENT RUNE 4" PANE 4"
CENTERLINE �
0
EXTERIOR —+'t 322" EXTERIOR 3.22° 11 EXTERIOR EXTERIOR 3.22" EXTERIOR --4 3.22"
�J 3-TRACKCLUSTER C3' 3TRACKCLUSTER"C5• V 3-TRACK INTERMEDIATE 15 3.TRACKINTERMEDIATE 3TRACKINTERMEDIATE
ANCHOR LOCATIONS ANCHOR LOCATIONS "ti`ANCHOR LOCATION •+2'ANCHOR LOCATIONS 'r3•ANCHOR LOCATIONS
ASTRAGAL OR ASTRAGALOR pgNE4• PANEL PANEL_
INERLOGK- INTERLOCK CENTERLINE CENTERLINE CENTERLNE
CENTERLINE 4° CENERLINE 4��
4'
0
0
EXTERIOR 322" EXTERIOR
�I, 922' EXTERIOR EXTERIOR EXTERIOR 3.22n
V 'I-TRACKCLUSTEft 45 4TRACK CLUSTER 47RACK INTERMEDIATE V 4-TRACK INTERMEDIATE ID
4TRACKtHTERMEDV+TE
"G3'ANCHOR LOCATIONS •C5'ANCHOR LOCATIONS 'rt'ANCHOR LOCATION "-2 ANCHOR LOCATIONS Y3'ANCHOR LOCATIONS
NOTES:
NOTES;
FIGURESPERTAN707HEFOtLOWCtGSRL - 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
- INIERMEOIATEANCHOR LOCATIONS:
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. — 2)TRACK-TO-TRACK 2 375"
DISTANCE IS 2.376'
2)TRACK-TO-TRACK FOR ALL SILLS:
DISTANCE IS 2.375" 2.375"
FOR ALL SILLS:
PRODUCT RENEWEDas \T�tttllll/�tt
Jamb 6 1 Buicomplying
ding Codewith the Piorida `\\\1Ut11 LYNN/y/111i,�,
FIGURESPERTAINTOTHErOLLOYJINGSILL P-haGK 7 Non-No. 15.1210.02 •'•�F�
CLUSTERANCHORLOCATIONS:
Expiration oat 04/21/2021
TY;• No.54705
VINYL SLIDING GLASS DOOR NOA A 10/06115 By
Mtn t- o Product Control 0,
ANCHOR LOCATIONS A ja" J ROSOWSKILLJ—
HGRdlSIII p 1 CERT,OF AUTH.820296 i S, /�A)
.........LOR1
� _ "
1070 TECHNOLOGY DRIVE AA '�� t`
Jamb 6 rrTllluT�`
P•hook 7 N.VENICE,FL 34275
(941)-480-1800 SGD-5470 NTS 110E 219MD"5470.01 ALYNNMILLER.P.E;
P.EJ!53Tos
HEAD CLUSTER ANCHORS LAYOUT: HEAD INTERMEDIATE ANCHORS LAYOUT:
ASTRAGALOR ASTRAAIALOR PANEL..
INTERLOCK PANEL CENTERLINE_ 4" PANEL
4� INTERLOCK 4- 4'
CENTERLINE_ CENTERLINE
EXTERIOR EXTERIOR EXTER EXTERIOR
\1-1/ 2.TRAcKckvs7FR*d3 �1/ 2-TRACKCLUSTER*CF 2-TRACK INTERMEDIATE 10, 2-TRACK INTERMEDIATE 2-TRACKINtERMEDIATE
ANCHORLOCATIONS ANCHORLOCATIONS 1+11 ANCHOR LOCATION '+2ANCHOR LOCATIONS W ANCHOR LOCATIONS
ASTRAGAL OR ASTRAGALOR
INTERLOCK INTERLOCK- PANEL PANEL PANEL
CENTERUN-7 4" CENTERLINE CENTERLINE— CENTERLINE-1 r-4.75" CENTERLINE7 4"
999-BIOR 4 1—3.22' EXTERIOR 4 I_3.22" EXTERIOR EXTERIOR EXTERIOR 122"
3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE
3-TRACK CLUSTFRC3! 3-TRACKCLUSTER'cs* ID ANCHOR LOCATION LOCATIONS '+3ANCHOR LOCATIONS
ANCHOR LOCATIONS ANCHOR LOCATIONS
ASTRAGAL OR ASTRAGAL OR PANEL
INTERLOCK INTERLOCK— PANEL PANEL
CIENYERLIN CE 4' INTERLINEQ ERUNE CENTERLINE NE, I A I
4" NTERL C CENT CENT 4"
EXTERIOR E)XffFE R 1—3.22" OR EXTERIOR I EXTERIOR
I 4-TRACK INTERMEDIATE V 44RACKINTERMEDIATE- 4-TRACKINrERMEDIATE'+3'
4-7RACKCLUSTER \D 1-7RACK CLUSTER 45 -+VANCHORLOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS
*CTANCHOR LOCATIONS 'CS'ANCHORLOCATIONS
NOTES:
FIGUMSPERTAINT07HEFOLLOWNGHMO 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
NOTES: INT9RAMEOLANEANCHORU)CATIONS:
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK
DISTANCE IS 2.375" 2,375"
2)TRACK TO-TRACK FOR ALL HEADS:
DISTANCE IS 2.376" 1 W2 37V
FOR ALL HEADS:
PRODUCTRIENEWED 0%% LYNN 4j,1////
as complying with AWED
x
Q .....
liding Code
15-1210.02
IFIGURESPEWrAl I Jamb BU
N TOTHEPOLLOYMOHDO OA-Ma.
CLU"1511,ANCHOR LOCATIONS; P-1100H .7
Expiration Date 04/2112021 No.60705
VINYL SLIDING GLASS DOOR NOA 11 101051151 13Y
Min D Product Control
-11
ANCHOR LOCATIONS B0" ST
i�j J ROSOWSKI
CEM.OFAUTH.1129286
51 HeaS111 (03)0 IAI-
I Jamb 6 1 1070 TECHNOLOGY DRIVE t.
N.VENICE,FL 34275
(041)-480-1600 -5470 A A.
SGD-5470111 NTS 111 120E 21l MD LYNN MILLER,P.E.PXR 58705
P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW); FIGUpE9 PERTANTO THE FOLLOLNNO JAMBANCHOpI OCATIONS
2.376- 4.76" 4 7-121"
4 14 ;4 it
4
21.6" 21.6" 21.67
MAX. MAX. MAX.
D.C. D.C. O.C. EXTERIOR P-hook. I
TO AID IN
OPT.ANCHOR
\
ALIGNMENT
NOTES:
MAX. MAX, MAX. 1)STANDARD ANCHOR LOCATIONS SHOWN,
FOR 3 AND 4-TRACK JAMBS,
K FRAME f 3-TRACK FRAME 4-TRACK FRAME BE LOCATED IN ADJACENT TRACKS ANCHORS MAY
LAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (,SIMILAR TO THE 2-TRACK JAMB)AS
REQUIRED TO MEET MIN.EDGE DISTANCE
CONSTRAINTS.
MAX, JAMB JAMB JAMB
(3)WEEP NOTCHES
PER END @ 1"X.600" (4)WEEP NOTCHES (5)WEEP NOTCHES
PER END @ 1"X.500- PER END X.600-
SIL
SILL
EXTERIOR ILL
EXTERIOR
n EXTERIOR
(3)TRACK WEEP HOLESn
0 ANCHOR 6"MAX. EVERY 24"@ 1.126"X.1 0 (6)TRACK WEEP HOLE,! (10)TRACK WEEP HOLES
PT.T NC (1)WEEP NOTCH EVE EVERY 24"@ 1.125-X.190
0 AID IN ZV 0 (1)WEEP NOTCH EVERY EVERY 24-@ 1.126-X.1190
ALIGNMENT 24"@ 1.375'X.509- (1)WEEP NOTCH EVERY
2,V'@ 1.376-X.600"
NOTES:
11)SEE TABLES I&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3 4 TRACKS) PRODUCT RENEWED
OF ANCHORS REQUIRED IN THE P-HOOK. s complilni with the Florida
LYNN
ROtNiEB Betiding o e
go
No. 15-1
rp",O() 210.02
KIANCHORLOGhTIONS:
Expiration onto 04/2112021
-1No.60705
VINYL SLIDING GLASS DOOR NOA 1 101051151 Dy
Z
o
ANCHOR LOCATIONS C [14'1 J ROSOWSKI
HLOMSIII E3+1
CERT.OF AUTH.020298 .......
1
1070 TECHNOLOGY DRIVERl 101Al,111",
I P-hook. 1 .(7) N.VENICE,FL 34275 11 1 11
(941)-480-1600 SGD-5470111 NTS 111 13 OF 21 MD-5470.0 1911 A.LYNN MILLER,P.E.
REA 68705
HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FFIGURES PERTAIN TO THE
OLLOWINGOWCORNERSM"
ANCHOR LOCAPOW.
prim Irvi
4
4'
4- L4"
4 6.
Haag III I
EXTERIOR EXTERIOR 3.22- 3.22'
2-TRACKSWCORNER 7
2-TRACK 9
'W ANCHOR LOCATIONS 'Lor TIOMS 2-TRACKOO'CORNERMTE 2-TRACKSVCORNER EXTERIOR
(USE VA ICRE TV IS SPECIFIED) (USE WHERE'CW 19 SPECIFIED) 'C4"ANCHOR LOCATIONS I) 'CV ANGH01LA'1101,13��
(USE WHERE-CT 19 SPECIFIED) (USE WHERE C,1',-.SPE
C .
7
0
4�' PRODUCT RENEWED
as COMPIZIny
47' 1 with the Florida
Building a o
..A-No. 15-1210.02
/�9 9
Expiration pato O411211/2021
4" 4' 4- 4" v lk-
morn-ba"oe Product control
EXTERIOR 3.22" EXTERIOR
,di Lv=
3-TRACKOO•CORNER 3-TRACKfO*0ORNFR 3-TRACK 201 CORNER 3-TRACKGO"CORNEIR EXTERIOR
.C4'ANCHOR*LCCATIONS CS'ANCHOR LOCATIONS C4"ANCHOR LOCATIONS TV ANCHOR LOCATIONS
(USE WHERE'CV IS SPECIFIED) (USE WHERE-05`IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) (USE WHERE-G5'15 SPECIFIED)
"TIMM
4' 4" b4- ........ IS ,
A Nr
4"
4"- jAo-
v LU Z
LUZ:
7' JN6
FLOB\1D
1 3.22' 4- 3.22" ...........
EXTERIOR EXqERLO HER ""'S�sfotqp&�
EXTERIOR-TRACK W CORNER _ft -1K.0;r
4 4.TRACK 90*CORNER 4-TRACK601 CORNER
'001 ANCHOR LOCATIONS 4-TRACK OW CORN— I
W ANCHOR LOCATIONS ' 'OtW ANCHOR LOCATIONS
(USE WHERE-Cr IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) 'C4"ANCHOR LOCATIONS *
(USE WHERE'Cr IS SPECIFIED) SE WHERE'CS'IS SPECIFIED) A.LYNN MILLER,P.E.
NOTES: R9.0 wow
FIGURES PERTAIN TO THE FOLLOWMW CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
HEADARCHORLOCA71ONS; 61 VINYL SLIDING GLASS DOOR NOA 1A 10/051/6
go, 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE
SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D JROSOWSKI
C
ji.b J 6 3)TRACK-TO-TRACK CERr.OFAU1ntI29288
DISTANCE IS 2.375" W2.375- W2.3-76-
FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34276 1
(041)-480-1600 SGD
.5470111 NTS ill 14 OF 21 11 MD-5470.0 Jill I J
r
FIGURES PERTOUN TO INS
HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLLOVANG 13W CORNER BILL
ANGRORLOGAMOK'
A 36
4" 4
4' 4� "
(03F
FROWS111 I
MERE R 3.22" EXTERIOR EXTERIOR 4" OF r-PJ-ahm.*b E -7
2TRACK 135'CORNER `jlT 2-TRACK135'CORNER 6
2-TRACK 135'CORNER V 2-TPACK135CORMER
ICCANCHOR LOCATIONS '06'ANCHOR LOCATIONS 'C.4"ANCHOR LOCATIONS 'CG*ANCHOR LOCATIONS
{USE WHERE-CrISSPECIRED) {USE WHERVOS'IS SPECIFIED} (USE WHERE'CS'13 SPECIFIED) (USE WHERE'CS'TSSPECIFIED)
A
X/X A�
4' 4�' 4"
PRODUCT RENEWED
4r" dl�' as compizul with the Florida
B tiding 0
'Z..
NO -15-1210.02
e,--
.0,
tge I I Expiration note 0412112024
a/E)CrEFUOR �EXTTERIOR : TE I j4&r=XTEj3IOR
I I A I ff;__f�f 0 1 -
ID I ---I �--12Z'��16 4 13,22' 'V
3-TRACK 135'CORNER 3-TRACI(135•CORNER 3-TRACK 13V CORNER 3-TRACK 135*CORNER
'C4'ANCHOR LOCATIONS -CS'ANCHOR 'OrANCHORLOCATTONS 'WANCHOR LOCATIONS
(USE WHERE'CT IS SPECIFIED) (USE WHIERE'CS'IS SPECIFIED) (USS WHERECXIS SPECIFIED) (USEWHERE-CV IS SPECIFIED)
A-�
4" 4"
*y
..........
m
04" 1j3705 tt
4"
m
m 0
EXTERIOR EXTERIOR EXTERIOR PER 10 R E Q..
3.227-
7�_
44RACK135'CORNER 4-TRACK135'CORNER 4-TRACKIWCORNER A-TRACK 135*CORNER
*0VANCHOR LOCATIONS 'C6'ANCNOR LOCATIONS TVANCHORLOCATIONS 'C6`ANCHOR LOCATIONS ,1,NAk I
(USE WHIIIIETVIS SPECIFIED) (USE WHERE TV IS SPECIFIED) (USSWHEREC3'13 SPECIFIED) (USE WHERE'W IS SPECIFIED)
A.LYNN MILLER,P.E.
NOTES: P.EB58705
FIGURES PERTAINTO*MEFOLLOWNG 13S`COfwER 11)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
A�
4'
It
14FADMCHORLOCAIIONS: VINYL-SLIDING GLASS DOOR NOA 1A 10105/18
36 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE
SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 114.1 J kOSOWSI(I
AM.929,DS
Jamb 1 1 3)TRACK-TO-TRACK
DISTANCE IS 2.316" 2.375' @21.37, CFAT�OF 6" 1070 TECHNOLOGY DRIVE
FOR ALL HEADS AND SILLS: N.VENICE,Fl.34275
(941)-480.1600 111SGD-5470111 NTS�iSOF21 Jill MD-5470.0 [ill
FIGURES PERTAIN TO THE FOLLOWING
HEAD SPLICE ANCHORS LAYOUT(a?INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT Cal INTERLOCK OR ASTRAGAL: SPUCEOSILLAHCHORtOGATWNG:
SPLICE SPLICE
LOCATION 4n MICE LOCATION- SPLICE
LOCATION 4" 4„ LOCATION ,,.4"
EXTERIOR 322" EXTERIOR 3,22" EXTERIOR EXT'ERtOR
�J 2.7RACKSPLICE
,,FJ 2-TRACKSPLiCE 2TRACKSPLICE R, 2-TRACK SPLICE JS01b 6
."ANCHOR LICELOCATIONS 'CG'ANCHCKSPLIC IONS 'C4'ANCHOR LOCATIONS v `C6'ANCHOR LOCATIONS Pfi00k 7
{USE WHE'RETW IS SPECIFIED) (USE WHERE'CY IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'GY IS SPECIFIED)
SPLICESPL ICE_ LICE SPLICE
ON LOCA
LOCATIOTION 4" N LOCATIO4"
N ... 4.76" LOCATI+ ,� 4" .•i
0 0
PRODUCT RENEWED
as comPlytoH with the F7ortda
EXTERIOR 4" EXTERIOR "-3.22" EXTERIOR 3.22" EXTERIOR 4° Building Cade
3TRACKSPtICE 3-Tt7ACKSPLiCE �[[''J(�� 3-TRACKSPLICE 37RACKSPLICE OA-No. 15-1210.02
ANCHORLOCATIONS •CG•ANCHORLOCATIONS �J '04*ANCHORLOCA71ONS 'CG'ANCHOR LOCATIONS
(USE WHERE'CW IS SPECIFIED) (USE WHERE'C5'/S SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USEWNERE'CS'tSSPECIFIED) Expiration Date 64121)2029
By
Mlaml- Product Contra
SPLICF� 4.75" SPLICE SPLICE, SPLICE
LOCA710N LOCA710t9 4" LOCATION LOCATION 4„
0
o '
EXT(ERIOR 4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR —3.22" �t` (T1YNN&/14���ii�
tJ A•TRACKSPLICE 47lU1CK SPLICE �i 4TRACK SPL CE V A-TRACKSPLICE ��>\tt0•"GENS 'CFF
'C4'A-TRACK PUCE tN"u 'C8'ANCHCRLOCATtON3 '04'ANCHOR LOCATIONS 'CB•ANCHOR LOCATIONS ^. •�.� 6 i
VSE WHERE
(USE WHERETTIS SPECIFIED) (USE WHERE'CY IS SPECIFIED) ( 'L"3'IS SPECIFIED} {USEWHERE'CY IS SPECIFIED)
1t� IND.8$705
1i~
NOTES: %,.t .'.F......'
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ��`S5J Qfgl%k-
FIGURES PERTAINTO THE FOU.0"NG SPUCEO 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E.
HFADARCHORLOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. M0 W705
3)TRACK TO TRACKVINYL SLIDING GLASS DOOR NOA 10105115
DISTANCE IS 2.378" t2.376- t2-376'
FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F j' J ROSOWSKI
CERT.OF RUTH.#20288
y�&ys111 1 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED
jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE
jamb 7 N.VENICE,FL 34276
(941)-480-1800 1118GD-5470111 NTS 111 16 OF 21 19 MD-5470.0
PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES
PANEL —
DOUBLE
TYPES SINGLE SINGLE OUTSIDE 00 INSIDE90' OUTS14Et35° INSIDE 135• C ASTRAGAL
FIXED LOCKSPLE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK
INTERLOCK WTERLOCK STILE WI HANDLE BOXOUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER
INTERIOROR OUT IN tr—tt
EXTERIORGLAZED .M LOCKSTILE �pev.nnnvG� DOUBLE
INTERLOCK
INTERLOCK E. F PP K Lmoxom Lromm TD TA TV .TW J LOCKSTILE c ASTRAGAL
our
SINGLE B r( �'] A C C SC S SV SW SD INTERLOCK � INTERLOCK
INTERLOCK ( r /"1 V �(If
LU !N rtoxav<7 teoXRq
STI RR R S S F FD FV FW A INTERLOCK � �� LCKS7ILE
imam Teo")
°--t Wl HANDLE D ,M J J U ASTRAGAL ,,,,,.,.,,,.C! LOCKSTILE
I... (eoxm m NaXt'A
ASTRAGAL LR T UDV INTERL CK >=-''`^""""'� INDOUBLE TER
GLE
Box aur CK
NTRA � N 'T U
eoxw
� our.w ,
ZRECEIVER CT DS DF
ASTRAOAL
f" IN.So-
ASTRAGAL
�- RECEIVER AT AS DF
out t35• 1 1 PRODUCT RENEWER
ASTRAGAL
RECEIVER v JT V a7 fC� V 1–1C as comp(In with tho Florida
Building o e
IN t35• •Y V
/�/ /� NOA-No. 15-1210.02
T WS V it F Expiration Data 04/21/2021
ASTRAGAL
RECEIVER
Nltam- e Frodoct Control
LEFT RIGHT
PANEL PANEL
STILE STILE
PANEL TYPE"F"SHOWN.
PANEL NOTES: ILYNN
1)SEE DPIANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. �ti; �ycENss .F9
2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND AREVINYL SLIDING GLASS DOOR NOA 10/05/15 Yt' ND.60705
NOT AVAILABLE. -- — r
PANEL TYPES JI&I JROSOWSKI =o l n
3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 80". Q s; ISdF
4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT.OFAUTH.&28286 %�°(�s'F��RIUA.• \���
TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 'rtrrltls�I`��
(941)-480.1800 b SGD-5470 NTS 17 OF 21 p MD-5470.0 it A LYNN.Et, ER.P.E
1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD i
(4)ANCHOR
CLIP INTO INTO FRAME ATTACHMENT 84 HEADER ASSEMBLY
p I• TYPE.A USED PANEL d JAMB& . INSTALL ONE BLOCK AT BLOCK
5J IN INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK.
a TABLE A,SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL
o ONE BLOCK THAT o
(3)98 X I
°J 136# SMS 10 X / SPANS BOTH PANELS. I B0 1"SMS /
O �❑ o e � I I �
d FIXED PANEL CLIP \
FIXED INSTALL ONE CLIP AT THE 9s(2)1/4"
23 PANEL MIDSPAN OF EACH FIXED �X 2-1/4"SMS
CLIP PANEL-TO-FRAME JAMB LOCATION.
118X1"00 1
SMS / \ X24SM16 eo
21 BAR COVER
22 REINF.BAR
01 #8 X KEEPER 19
1-114"SMS \ 1
JAMB TO \— \ KEEPER TO JAMB
SILL ASSEMBLY o ATTACHMENT
\ \\ ( / LOCKING JAMB
PRODUCT RENEWED
d 110as comp%In with the Florida
REINFORCEMENT PLATE NOA-No. ePe 15.1210.02
ATTACH WITH 118 X 1-1/4" 4-PANEL,2-TRACK KEEPER t9 Expiration Date 04/2112021
@ 34-112"MAX O.C. OXXX SHOWN o �,
By_
mioml-D roduct Control
(4)#10X
2"SMS
INTERIOR
eo INTERLOCK
� CLIP COVER
\
EXTERIOR24 I INTERLOCK NOTES DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ``711 i i l i i 111j�
REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. �� 1YPIN
BOTTOM RAIL oa 1110 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.
SUPPORT 71 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM 178,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.
(2)1110 X V SMS VINYL SLIDING GLASS DOOR NOA jgj 10/05115 N..5
THROUGH SUPPORT,92 �'
INTO PANEL PANEL ACCESSORIES INSTALLATION 8 J ROSOWSKI =r) {
;. 5,16 �u,
0 X
Z1,711, ASSEMBLYINTERLOCK SILL RETAINER 2"SMS
ALL PANEL CORNERS CERT.OF RUTH,k9296
CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE
INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 A.LYNN MILLER P.E.
(941)-480-1600 Ie SGD-5470 NTS 19 OF 21 99 MD-6470.0 P.E.96970
BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: (Dof,&R o
0-0, 6 Won 7 126 121 123 129 Mu
i0a 102Ito
Iii itl8
HORIZONTAL SECTION EXAMPLE
HORIZONTAL SECTION
EXAMPLE 15
32 t31
102 ill 121
5
122
12,
Nt
1 3 A@is6 lie 1 HORIZONTAL SECTION—EXAMPLE
112
104HORIZONTAL SECTION1t7 1.081
102 EXAMPLE
1.778 1,778 935
.675 .875 1.020 0—.050 .045
@SCREREANIL, &CRREAEGNAOXP
FRAME
tea
RAIL LATCH ADAPTER
'SIDE ASTRAGAL PRODUCT RENEWED
SL
993 1.874'-0) 1.
.062 --�4—.062 as compighl
with the Florida
BOX REEN Building
&BOX SCREEN 0 IL 1 435 15-4210.02
TOP RAIL 91 BOTTOM RAIL 8BOIDEIRA 6
1-32 Expiration Date O_ /2021
127 .705 7@ .782
OR .040 K I
1693 ize .062
t13 1t� 1.020 I Z73 iz0 (3SCREEN VINYL FRAME SILL
SCREEN
101 063 2 ORG)OR@ ASTRAGAL
— '0' ADAPTER ADD-ON
1.C720 4_*055 F�T3 124107 _1
0 4 1--.372 r__1
r .082 r
c)BOX SCREEN
l SCREEN &SOXREEN 8P00XXO
INTERLOCK SNAP-ON ASTRAGAL
VERTICAL SECTION BUG FLAP ADAPTER VERTICAI-8150TION lilt
EXAMPLE NOTES.
EXAMPLE EXAMPLE
DIMENSIONS IN INCHES.
1$06 ---j 1.487 1 .587
055 Islip/06115
I;i.4187 VINYL SLIDING GLASS DOOR NOA
-v
060
SCREEN DETAILS jjh�j J ROSOWSK f
ro,60
0 za I-c I- zj,
HEAD
toe SCREEN (?OXSCREEN SCREENH
ADD-ON too JAMB ADD-ON
SILL CERT.OFAUTH.0292"
ASTRAGAL
ADAPTER
1070 TECH14OLOGY DRIVE
N.VENICE,FL 3427611 AAMMILLMRE
(941)
-480-1600 J118GD-54701 NTS I 20OF21 MD-64700
1
TABLE C: TABLE D:BOX SCREEN
# Part# Description Material # Pad# Description Materiel # Part# Description I. Materiai
1 19001 2-Tusk HoRiamb Rrgfid PVC 40 19081 JQX Comer Ashegat tap-Ext. Rigid PVC 100 12256 Box Screen Top Reft. 6063To AM
AI
10002 2-Track Sig Rigid PVC 41 19002 90'Comer Aelrmgal Cep-Int. Rigid PVC 101 12261 Box Screen Bottom Rall 8083 TS AI
3 10025 34mok HeadlJamb Rigid PVC 42 19085 sill Riser-(2-112°) 6063-TB Alum. 102 12268 Box Screen Side NO 8083 T6 At
4 19028 3-Track Sill Rigid PVC 43 1902ZA Sill blear-(3-112`) 6063-T6 Alum. 103 64428 Box Screen Interlock 8063 T8 Al
6 10027 4-Track Head/Jamb Rigid PVC 44 10023A 8111 Rlser-(4-1116') 003-T0 Alum. 104 17347A Box Screen Snapon Bug Flap WW'MAI
6 10028 4MackSOt Rigid PVC q6 19024A Sill Riser-(4.618') 6003-TO Alum. 105 64345 Box Screen OXOAstragallAdapter 8083TBA1
7 19009 Frame Screw Cover Rigid PVC 50 718609W .187'x.320'Fleece!(Sfile) 108 1 17349 18ox Screen Askagal Adapter 6063 T6 At
B 19D31 Anchor Plate 8083 T8 Alum, 61 71695K. 141T x 1'x 314`Fla Seat Dust Plug 107 19039 Box Screen Frame Sig Add•on 6063 TS At
0 19007 Track Insert 6003 T8 Alum. 52 71690 Dust Plug 108 11X)35 Box Screen Head+Jamb Add-on 6083 TB At
P12
19084 Interlock Cap-Extended Pocket Rigid PVC BD 419041 Interlock Clip Cover PVC 109 -120XiX #14.20 x V MS(�T Rall as
19030 Bottom Rail Support 8083 T8 Alum. 61 78163X Tandem Roller Assembly as 110 720X112X #1420 x 1-112'MS 0 Bottom Roll as
19006A Oater SM Cover 8063-T8 Aium• 62 78163N Tandem Rol Assembly Nylon 111 71793G Wsl,.270'x.160'-Fill Seal
10011 8111 Track Cover Rigid PVC 03 78X/5FPTX #8 x OW Ph.FH SMS 0 Roller a RaInt. SS 112 618MK Wetp,.1878 x.6W'(M Bug Flop
i9D32 P-Hook Adopter 8063-T0 Alum. 04 419042 Fmme Header Block Nylon 113 7SRAZ Standard Roller Nylon
19020 P-Hook 9083-Te Alum. r7i
48052 RollerAdj.Hole Plug PVC 114 78RAX HD Roller SS
19047M Extended Keeper 6011378 Alum. 44385 4 Hole Bumper Stop PVC 116 verlas Screen Lockin Herdrrara Steel
20 19029M Keeper 0063 TBAlum. 7OX114FPTX 98 x 1-114`Ph.FH SMS @BumporStop as 118 419053 Screen Keeper $teat
21 10014 Reinforcement Bar Cover Rigid PVC 716980 SIR Plug PVC 117 76X1PPA #8x 1'Ph,PH SMS Steel
22 19030 Reinforcement But 6005-T6 Alum, 76185X Gemini Mortise Look w/long Trim plate Steauss 118 169213`4 Semen Spline'•154 8.189' Vinyl
23 10037M Fixed Panel CRP 8083-76 Alum. 71032X1FPFX 1032 x 11 PhTH MS @ Look SS 110 1816020 Screen Qoth Fiberglass
24 10036M Reinforcement Plate 6003-70 Alum. vales Handle Kit Cast Ano TABLE E:STANDARD SCREEN
26 19017M Tap Rail,Bottom Rail and LDcka9to 6005-T6 Alum, 76 Kommarlfig 4SG TPS Spacer Systom # Part# Description Material
28 19046 Reinforcement Composite 76 Quanex Super Spacer nXr with Hot Melt Butyl See Sheet
27 19018M Intedock.300 Reinforcement,std• 600546 Alum. 77 Quanex Dumseal 10 for 120 12033 Screen Frame Reil 8063 T5 At
28 19013M Interlock.400 Reinforcement,HD 8005.76 Alum. 78 Cardinal k3.Edge Spacer Materials 121 12028A Screen Frame-Side Reil(Latch) 8083 T5 At
122 17383 Screen OXD Aefrgel Adapter• 8083 T8 At
123 48533 Screen Vinyl Ae aged
29 18019M Astragal Reinforcement 6005-To a
6 Alum. 70 Dow Coming 095 or GE-7700 Backbedding Silicone al Adaptec 008ld PVC
30 19083 Extended Pocket interlock Adaptor 6083 T8 Alum. 62 19M4 1-1118'Bawled Dead Rigid PVC 124 19D12B Frame 8111 Screen Add-on 8083 TO AI
31 10000 interlock Adaptor Reid PVC 63 19045 1-1116'Cps BDad Rigid PVC 125 19012B Bug a 61185 re 6 dura. Vinyl
32 10008 Astragal Add-on Rigid PVC BB 71720K Setting Block 1'x 41 x 1116',05+/-5 dura. Neoprene 125 78X11295K #8 x 1-1!28 Ph.P5 SMS(Assembly) SS
33 19004 Panel Stile,Top/Bottom Rail Rigid AVC 90 781P87X 08 x 1'Ph.PH SMS @ Frame Assembly SS 127 712027 Comer Key Wheat SMSAsse(Asbly embly(Standard) Ion
34 19040 IntedorJamb Cover 8063 TB Alum. 91 78Xl14PHPT410X #8 x 1.1/4'Ph.PH SMS @ Rolill Bar SS 126 77120273 Comer Key Wheel Assembly(HD) Slo
35 19078 136'CDmorAstmgai 6063-70 Alum. 92 71OXlPHPTiO.OX #10 x 1'Ph.PH SMS Cpq Reil Support SS 129 vada$ Screen locking Hardware Steel
38 19077 1351 ComerAstiagai Passhe Mount 6003-T6 Alum. 93 710X115PPX #10 x 1-1/2'Ph.PH SMS 0 Fxd.Pat,Clip SS 130 710)04PPSDAX #10 x 3W Ph.PH SMS a Screen Ast. SS
37 19070 135'ComerAstregel Cap-Ext. Rigid PVC 04 710X2.6PHPT188X #1D x 2.112'Ph.PH SMS®RoInL Plate/Act. as 131 7OX12PPSMSX #e x 1128 Ph.PH SMS @ DDorAsL as
36 19080 135.6)omerAettegal Cep-Int. Rigid PVC 05 71420X2.25FPFX #12 x 2.114'Ph.PH SMS @ Hdc Block as 132 1692/314 !Sur
spline-.iq5• Vinyl
39 19078 90'Comer Astragal 6083 T8 Atum. go 710X1.75PPX #10 x 1.314'Ph.FH SMS @ Keeper SS 133 1810020 18cfeenCloth Fiberglass
07 710)04PPX 010 x 314'Ph.PH SMS®Ext.Pkt.Int. SS
BRODOUCtlwENhWaD da ` {!LYNN y/j�rirr�
NOA-No. 15-1210.02 �c�`: yvccrrs�'••.61,
Expiration Dao 04121/2021 •16.' '•;ti
.2V No.58705
VINYL SLIDING GLASS DOOR NOA 10/05/15 By.
Mla indn �a
uct Control
FARTS LIST m` J ROSOWSKi
NOTES: CERT.OF AUTMtH.1070TECHNOLOGY DRIVEa +a '�tv``G��
1)ITEMS#14-16.46A9,53-59,72-74,80,81,84,85,e7-09,98&99 ARE NOT
USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34275(941).480.1600 SGD-6470 NTS 21 OF 21 MD-6470.0 A.LYNN RE,
P.E.M 6B7Da
9/30/2016 Florida Building Code Online
a a a
a a
h
e
BCIS Home Log In User Registration Hot TopicsSubmit Surcharge I Stats&Facts Publications FBC Staff BCIS Site Map I Links j Search j
Fl�l�tla
r
Product Approval
USER:Public User
.�s x'zszrxr�v.cn
Product Approval Menu>Product or Application Search>Application List>Application Detail
1777E
FL# FL243-1119
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
jrosowskl@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category 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
Date Pending FBC Approval
Date Approved 09/25/2016
https:/tfloridabuilding.org/pr/pr app dM.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2fPhNigzKSXghHT8p/o3d 1/4
9/30/2016 Florida Building Code Online
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.14.odf
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 16-0629.14.13df
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 PW-2720(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.Ddf
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.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:
243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.06 LM.odf
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 II 15-0609.06 LM.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:
243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.07 SM.odf
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 II 15-0609.07 SM.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:
243.11 PW-5420(Non-Impact) 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 II 16-0629.11.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:
243.12 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.odf
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 II 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:
243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.12.Ddf
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 II 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.
haps://foridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2fPhNigzKSXghHT8%3d 3/4
MIAM D:ADE MIAMI-DADE COUNTY
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.miamidadeov/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"PW-5420 Vinyl"PVC Fixed Window—N.I.
APPROVAL DOCUMENT: Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (NI)", sheets 1
through 9 of 9, 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 Section Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or 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#14-0930.24 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.16-062911
MIAMI•DADE COUNTY Expiration Date: Apri130,2020
ry f JJ�o Approval Date: August 04,2016
/ ! Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous.NOA No. 14-0930.24)
2. Drawing No.MD-5420.0 titled"Vinyl Fixed Window NOA(NI)", sheets 1 through 9
of 9, dated 09/09/14,with revision A dated 06/08/16,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, Duraseale 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 NDA No. 14-093 0.24)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
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. 14-0930.24)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
M nuel ez,P.E.
Product Cont, E aminer
NOA No.16-0629.11
Expiration Date: April 30,2020
Approval Date: August 04,2016
`E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. 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.
2. 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.
3. 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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 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. 14-0930.24)
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. 14-0930.24)
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. 14-0930.24)
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. 14-0930.24, issued to PGT Industries, Inc.for their Series
"PW-5420 Vinyl"PVC Fixed Window-N.I. approved on 04/30/15 and expiring on
04/30/20.
Manuel P ez, E.
Product Controlxam' er
NOA No.1 9.11
Expiration Date: April 30,2020
Approval Date: August 04,2016
E-2
GENERAL NOTES:SERIES 5420 IMPACT RATING DESIGN PRESSURE RATING
NON-IMPACT RESISTANT,VINYL FIXED WINDOW NOT RATED FOR VARIES PER GLASS TYPE.SEE
IMPACT RESISTANCE TABLES 49,SHEETS 6-8
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.BUCK WIDTH SEE TABLES 4-9
VELOCITY HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) MAX BUCK WIDTH
SEEONG SIDE)TABLES 49
LI�I MAX.O.C.SEE (SHORT OR1.25'MAX.
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B.SEE I I TABLES 49 6'MAX D,SEE E —.{ I.-- MAX.O.C.SEE TABLES 49 jr
SHEET 3�- tr SHEET I I L PRODUCT REVISED
3)FOR MASONRY APPLICATIONS IN MIAMI-0ADE COUNTY,USE ONLY MIAMI-RADE
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR I as compl3ing with dm Florida
EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS Ampuatt No)6">'6�4•
9 Code
AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. VISIBLE I VISIBLE ccepmr
LIGHT WIDTH MAX.BUCK LIGHT WIDTH
Explralinn Hare /AZO
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1XHEIGHT,SEE By
INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY r --- TABLES 49 __ -__ _
MI°t node Product
TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. I (LONG OR
IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFERSHORT SIDE)/ VISIBLE a JR-05/05/16-ADDED SPACERS
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE i I i i ! / VISIBLE i a°TO SHEET 9.
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). A I LIGHT A,SEE C I LIGHT C.SEE a
5)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING / HEIGHT SHEET 3 HEIGHT SHEET 4 '
/
OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. � MAX.BUCK n
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING HEIGHT,SEE a
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY I TABLES 49
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. MAX.O.C. (LONG OR :1 Q
6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE SEE T4-9 LES I MAX.O.C. SHORT SIDE) LUSEE
�_ w nea
PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF a
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE TABLES O rn N o
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE II 4'9
� . N O
WINDOW. 6-MAX. D _ 1.25-MAX. O v aN
N
7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL Z LL w LL 0 --n
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME FLANGE FRAME(90°CORNERS) FRAME(90°CORNERS) =w LL W
ANALYSIS AND GLASS PER ASTM E1300. U L) X— a
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE•STRUCTURAL (ANCHORED THROUGH NAIL FIN) W— O� '4N
TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM E1300. r 1'25'MAX' o W m Y J. ^ Z nM0
6'MAX --� LL n O
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE p O Obi Z O OI
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE Z d Z v O Q O
33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 6'MAX.
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF MAX Z W
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER MAX'O MAX.O.C.SEE O.C. 3 1 JI `-
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SEETABLES TABLES 4-9 SEE
BUILDING CODE FOR CORROSION RESISTANCE. / 49 TABLES ® 00 e8 7°o
\ 4F-
9 Z_ W H•
F-
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS MAX.O.C.
PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE / SEE TABLES / VISIBLE < W Z °reps
AUTHORITY HAVING JURISDICTION. VISIBLE 4-9 LIGHT X p
LIGHT
I
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO / HEIGHT HEIGHT F LL
CRETEFLEX NOA;ELCO AGGRE-GATOR NOA:ROYAL WINDOW AND DOOR MAX.BUCK w W
}
PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC / MAX.BUCK HEIGHT,SEE U Z W IL
EXTRUSION NOA•S;NATIONAL DESIGN SPECIFICATION FOR WOOD HEIGHT,SEE / TABLES R a
(D
CONSTRUCTION.ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL TABLES 49 LONG OR
( ana nse0 seueg
- VISIBLE (LONG OR VISIBLE SHORT SIDE)
LIGHT WIDTH SHORT SIDE) LIGHT WIDTH ` `III rrr�r
L .� ANY LYNN '�..
6'Mnx. _� �. .� �.•• .R!
`�P��,.• VtCENSF•.����i
GENERAL NOTES.........................I VISIBLE LIGHT FORMULAS T ••
ELEVATIONS.................................1 } I •}T I. I. I. —
FRAME,GLASS&ANCHOR WIDTH:BUCK WIDTH.4-3/16'-31I MAX.O.C. 6"MAX. 125' J �'1 1� MAX.O.C.SEE TABLES 49 —�{ 1.25'MAX. *: No.58705 '
HEIGHT:BUCK HEIGHT-4-3/16' t—'�T SEE TABLES 49 MAX. *—
OPTIONS.............................2 —
INSTALLATION,FLANGE& MAX.BUCK WIDTH SEE TABLES 49 MAX.BUCK WIDTH SEE TABLES 49 -
EQUAL LEG..........................3 STANDARDS USED: (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) r 6 •;�tt✓��
INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC),STH EDITION •••. STA F
J-CHANNEL..........................4 -ASTM E1300-09 TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL '40RIDP.•' ����
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED FRAME(CURVED OR ANGLED �ss
GLAZING DETAILS........................5 i Z
DESIGN PRESSURES...................6-8 -ALUMINUM DESIGN MANUAL,ADM-2010 OR ANGLED CORNERS) CORNERS) ''/7/ONAL ilill I�I``��
BOM&ASSEMBLY.......................9 •AISI-s10o-07/62-2010 (ANCHORED THROUGH NAIL FIN)
A.LYNN MILLER,P.E.
P.E.#68705
TABLE 1:
Glean Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Description 'A'=ANNEALED
Type # -r=TEMPERED
1 7/8"I.G.:1/8'A Exterior Cap+5/8'Air Space+118"A 4
2 7/8"I.G.:1/8"T Exterior Cap+518"Air Space+1/8"T 5
3 7/8'I.G.:3/16"A Exterior Cap+1/2'Air Space+3/16°A 6 0� 0
4 7/8"I.G.:3/16"T Exterior Cap+1/2"Air Space+3/16'T 7 u BOX OR
5 1-I.G.:1/4•A Exterior Cap+1/2"Air Space+1/4"A 8 OQ EQUAL �Q
8 1"I.G.:1/4"T Exterior Cap+112"Air Space+114"T 9 FLANGE LEG n�
TABLE 2:ANCHORS INSTALLED THROUGH FRAME
Min.Edge Min. •MIN. T
Group Anchor Substrate BEYONDD THHEEMETAL
ETALAL
THREADS
Distance FmbedmenC SUBSTRATE.FOR
P.T.Southern Pine(SG--0.55) 7/16" 1318' STEEL STUDS,MIN
#10 SMS Fu-45 KSI.
(steel,18-8 S.S. Steel,A36• 318' 0.050" 0� 0
Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) 'UNGROUTED CMU"
or 410 S.S.)
A Aluminum,6063 T5' 318' 0.050° VALUES MAY BE J-CHANNEL �Q INTEGRAL Q
P.T.Southem Pine SG=0.55 " ' USED FOR GROUTED FIN
( ) 7/1613/8CMU APPLICATIONS.
3116"steel Ullraccn Concrete(min.2.85 ksi) 1°
Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4'
P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" o0 0
#, SMS Steel,A36• 318" 0.050"
B (steel, Steel Stud,A653 Gr.33' 3/B' 0.0451"(18 Ga.)
or 4100 SS..S.)S.S. Aluminum,6063-T5• 318" 0.063"
Concrete(min.2.85 ksi) 1' 13/4'
C 1/4'Steal Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4° ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INBLOCK(SEE EXAMPLES
BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 49,SHEETS 6-8.
1/4"steel Creteflex Concrete(min.3.35 ksl) 1" 13/4"
1/4'steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1318° (f LONG
IDE___=i Imo—SIDE--�I �-LONG SIDE SHORT
1/4"steel Creteflex Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4' T I I T —� T r
P.T.Southern Pine(SG=0.55) 1- 13/8" F F
114"steel P.T.Southern Pine(SG=0.55) 1" 13/8" 0 oo oo
D Aggre-Gator Grouted CMU,(ASTM C-90) 2" 2"
114"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 13/4• 1 _. _ PRODUCT REVISED
114'steel Creteflex Concrete min.3.35 ksi 2-112' 1 1-3/4' LONG LONG LONG LONG LONG1/ as cen'ptylR
"g with dm anda
1/4'steel Aggre-Gator 1 Concrete(min.3.275 ksi) 1-1/21 13/B• SIDE "I I" SIDE yl F� SIDE -I F' SIDE yl f SIDE �I z P Bu;ld;ng Code
r--- T r— .1TF--- r— q r Acceptance Nu)6- z •I J
y Ex ml;On Dalc �.�
OOI OOI q/ 00 OOU// 00 BY
xw =N P 24/ S1N =11!1 Miami ad2 PfOdnC[
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Min.Edge Min. I 1 I - I 1 .L L _J
Group Anchor Substrate Distance Ernbedmenr
E 2-112"x.131'Common Nail P.T.Southern Pine(SG=55) 3/8' 2-7116'
2-1/2'Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/16•
P.T.Southern Pine(SG=.55) 112" 1318'
#10 Trusehead SMSAluminum,6063-T5• 3/e" 0.050' = VINYL FIXED WINDOW NOA(NI) 0 919/14
(steel,18-8 S.S. Steel Stud,Gr.33• 3/8" 0.0451'(18 Ge.) o
«410 S.S.) Steel,A36• 3I8' 0.050" o GLASS/ANCHORS/FRAME OPTIONS J RIDS
tb "
F
P.T.Southern Pine(SG=.55) 9118" 1-318" •MIN.OF 3THREADS
#12 SMS Aluminum,6063-T5• 318" 0.063' BEYOND THE METAL CERT.OF AUTH.#29296
(steel,18.8 S.S. Steel Stud,Gr.33• 310• 0.050' SUBSTRATE.FOR
1070 TECHNOLOGY DRIVE '
or 410 S.S.) STEEL STUDS,MIN z f
Steel,A36• 318• 0.050' Fu=45 KSI N.VENICE,FL 34275 w d ;
(941)-480-1600 PW-5420 NTS N 2 OF 9 z MD-5420.0 z° A A LYNN E.#68705
P.E.
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU.
SEE NOTE 2,THIS SHEET.
OPTION 1 EMBEDMENT EMBEDMENT
ANCHORED THROUGH EDGE DISTANCE 114°MAX
FRAME INTO 2X WOOD 9D ,
1/4'MAX. •.
FRAME OR BUCKSTRIP. q SHIM
SEE NOTE 2,THIS SHEET. EDGE EDGE
D EMBEDMENT DISTANCE Q DISTANCE
FLANGE
FRAME
SHOWN � .
Q_\1
114"MAX' EMBEDMENT AND TYPE,
GE . 1"THICK I.O. TYP.ANCHOR,TYPE,
SHIM EMBEDMENTAND
TYP.ANCHOR TYPE, DISTANCE PER EDGE DISTANCE PER
EMBEDMENTAND SUBSTRATE, SUBSTRATE,SEE
6 EDGE DISTANCE PER SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2.
SABLE 2.TE,SEE
SHEET6 TABLE 2,SHEET 2. 7/8'THICK I.G.
FLANGE FRAME EXTERIOR VISIBLE LIGHT WIDTH 7 EQUAL-
FRAME
V LEGIBOX
7/8"THICK I.G. NOTES: SUCKWIDTH FRAME
SHOWN
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2.
VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 114"MAX,
BUCK LIGHT 1-1/2"THICK ARE TO BE CONSIDERED 1X SHIM
HEIGHT HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF #10 OR#12 STEEL —�{ 1/4'MAX.SHIM
UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD SMS(G5),SEE
BUCKS DEPICTED AS 2X ARE 1-12'THICK OR TABLE 2,SHEET 2.
GREATER.1X 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
1•THICK I.G. TO AS DAYLIGHT OPENING)IS MEASURED FROM
BEADING TO BEADING. FLANGE EQUAL PRODUCT REVISED
FRAME LEG/BOX as complying with the Florida
SHOWN FRAME Building Code
SHOWN A=Ptan-Nn
TYP.ANCHOR TYPE, Q Q 'mtiun Dam
EXTERIOR EMBEDMENT AND EDGE OD EXTERIOR O
DISTANCE PER SUBSTRATE, fl BY
a 4 LUUI SEE TABLE 2,SHEET 2. INSTALLATION v INSTALLATION
EQUAL- OPTION 4 OPTION 4
LEGBOX ANCHOREDTHROUGH ANCHORED THROUGH
FRAME �1/4'MAX.SHIM FRAME INTO METAL FRAME INTO METAL •�''
SHOWN
❑
VINYL FIXED WINDOW NOA(NI) 0 9/9/14
EMBEDMENT
e + VISIBLE LIGHT FORMULAS 2 FLANGE&EQUAL-LEG/BOX FRAMES om J ROSOWSKI 6 MI6
INSTALLATION WIDTH:BUCK
HEIGHT:BUCK HEIGHT-4.3116• •'
OPTION 2 . CERT.OF AUTH.#29296
ANCHORED THROUGH EDGE DISTANCE H .1.•,; _-_
FRAME DIRECTLY INTO VERTICAL SECTION B-B 1070 TECHNOLOGY DRIVE a ,:���; ` •
CONCRETE/CMU.LY IN N.VENICE,FL 34275 _ m „o ;
(941)-480-1600 PW-5420 NTS 3 OF 9 o z MD-5420.0 z A A.LYNN#MIS EOR P.E.
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
V4'MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH 1/4'MAX.SHIM
EMBEDMENT — FRAME INTO 2X WOOD INTEGRAL FIN INTO 2X WOOD I-+- EDGE DISTANCE
INSTALLATION OPTION 5 FRAME OR BUCKSTRIP.SEE FRAME OR BUCKSTRIP.SEE
ANCHOREDTHROUGH EMBEDMENT O NOTE 2,THIS SHEET. NOTE 2,THIS SHEET.
INTEGRAL FIN INTO 2X WOOD I
FRAME OR BUCKSTRIP.SEE EDGE 14I.G. 1
NOTE 2,THIS SHEET. EDGE DISTANCE DISTANCEJ-CHANNEL
FRAMEEc SHOWN o EMBEDMENT
� 1'THIC1!4'MAX.SHIM TYP.ANCHOR TYPE,EMBEDMENTAND
TYP.ANCHOR TYPE, EDGE DISTANCE PEREMBEDMENT AND EDGE SUBSTRATE,SEE TYP.ANCHOR TYPE,B SEE TABCLE 9,SHEET 2. (SCREW SHO) J-CHANNEL INTF NRA' EDMENT AND EDGE
DISTANCE PER SUBSTRATE,
5 (NAILSHOWN) FRAME OpER SUBSTRATE. TABLE 2.SHEET 2. FRAMESHOWN SHOWN SEE TABLE 3,SHEET 2.
EXTERIOR VISIBLELIGHTWIDTH (NAIL SHOWN)
NOTES: lu BUCK WIDTH
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION Ci—Ci
ANCHORS LISTED ON TABLES 2&3.SHEET 2.
718'THICK I.G. FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC 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&3 SHEET 2.
2)MASONRY ANCHORS MAYBE USED INTO WOOD
VISIBLE AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS
BUCK LIGHT THAN 1-12"THICK ARE TO BE CONSIDERED 1X
HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL #10 OR G5)STEEL
HEIGHT 1/4'MAIC SHIM SMS ES 2SEE SHIM MAX.
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. � � SHIM
WOOD BUCKS DEPICTED AS 2%ARE 1-12'THICK TABLES 2&3.
OR GREATER.I X AND 2X BUCKS(WHEN USED) ^ SHEET2.
SHALL BE DESIGNED TO PROPERLY TRANSFER f ]j==1 LOADS TO THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF O
1'THICK I.G. THE ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT G)IS �Q REFERRED TO AS DAYLIGHT OPENING ISMEASURED FROM BEADING TO BEADING. FIN ANDlORPRODUCT REVISED
FLANGE MAY BEBs complying with tha Florida
Build'otg Code
EMOVED IN-FIELD Acceptnneo No lrv-INTEGRALFIN EXTERIOR 'rnlioo Dn - ��
EXTERIOR O TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN D I—L ❑
3 AND EDGE DISTANCE PER V NE c product
SUBSTRATE,SEE TABLE 3,SHEET 2.
(SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8
INTEGRAL INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, -
FIN 1/4'MAX. INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2.
FRAME SHIM — -
SHOWN o
EDGE = VINYL FIXED WINDOW NOA(NI) $ 9/9/14
INSTALLATION DISTANCE
OPTION 5J-CHANNEL&INTEGRAL FIN FRAMES omr J ROSOWSKI
ANCHOREDTHROUGH
WIDTH:BUCK WIDTH-43116'
INTEGRAL FIN INTO 2X HEIGHT:BUCK HEIGHT-4.3116" -
WOOD FRAME OR EMBEDMENT CERT.OF AUTH.#28296
BUCKSTRIP.SEE NOTE 2, ''•i i,,,,,
THIS SHEET.VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE m
N.VENICE,FL 34275 _ ,
(941) NN
d d PW-5420 N NTS 40F9 z° MD-5420.0 rc? A ALYP E.#B06 P.E.
PRODUCT REVISED
.complying with the Florida
718'NOM. -►{ 7/8"NOM. 7/8'NOM. 718'NOM. Building cod.
A=pt.w No
'ration DateEtof ��
1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS By I r rr
Miami ads Product
5/8"AIR SPACE 5/8"AIRSPACE 1/2"AIR SPACE 1/2"AIR SPACE
1/8"A GLASS 1/8"T_GLASS " 3/16"A GLASS 3/16"T GLASS—\
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR
ry
' a
60-83 80.83 80.83 80-83 n
Y Q
co
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 > "aa
o w o
NI- slu° N
O t
I In J o e
Z t- "" (0 umo�0
UU 852 o
1"NOM. 1"NOM. EXTERIOR W M O ` OM°
I I ao> °p m ? Cb
12'NOM.GLASS Z 0_Z Q LL
1/4"A GLASS 1/4"T GLASS saes r BITE rvP' O O
to
1/2"AIRSPACE 1/2"AIR SPACE Z
M- V
31/4"A GLASS LA1/4"T GS oEXTERIOR EXTERIOR ZQ HiE Z
78 ¢ WON
❑ o=7� Z d
L) z a
GLASS TYPE 5 GLASS TYPE 6 ° >
TYP. GLAZING DETAIL
GLAZING NOTES:
"Ar=ANNEALED
'T'=TEMPERED
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
Window Design Pressure,(+/-psf) this ma°
fog Glass 1
1/8"A Cap-Airspace-1/8"A Type:
Window Long Side(n) TABLE DIMENSIONS MAY BE
Dimenslons 51.05 54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR
18 +801-93.7 +SOI-92.8 +801.91.9 +80/-91.3 +801-90.3 +801$9.8 +801-88.9 +80/-88.2 +80/57.5 +80/-86.9 +801-86.4 +801-86.1 HORIZONTALLY AS SHOWN.
20 +801438.4 +80/485.2 +8014)4.5 +80/483.5 +80/480.6 +/-79.4 +/-77 +/•75.2 +1-74 +/-73.1 +/-72.2 +1-71.5 LONG PRODUCTRHYLSED
SIDE acomplying with dx Flas3da
22 +801-80.3 +/-75.2 +/-73.3 +/-71.5 +/58.4 +/57 +/-64.4 +/-625 +/-60.7 +1-59,2 +/58 +/57.1 ��- LONG SIDE t u;Iding Code J
+ +/- +l-48.2 +/-07.3 Accaptancalloi(o-O(o
24 +1-75.6 +1-71.3 +188.2 +/55.7 /-60.7 58.5 +/55.3 +/-53.1 +/-51.1 +/-49.7 expimti m Data
26 +1-71.7 +/-70.2 +1487 +1-63.5 +/56.7 +/54.7 +/-50.9 +/A7.7 +1-05.5 +1-43.7 +/-42.3 +/-41.2 SHORT
28 +/-68.3 +157 +158.1 +/.63.5 +/-56.3 +/-54 +/-49.5 +/45.5 +/-02.8 +/-40.3 +/58 +/-37.1 SIDE Mia Dada Product Con
30 +/-65.6 +/54.1 +1-63.2 +/-82.4 +/58.9 +/_54.4 +/-09.7 +/-05.4 +/-42.1 +/58.9 +/58.4 SHORT
SIDE
0 32 +1$3.2 +/.81.7 +/50.8 +159.9 +/57.8 +/54.9 +1-50.2 +/A5.9 +/A2.5 +/-38.9 ;
03 34 +/•61.2 +/59.6 +/58.6 +/-57.8 +/56.3 +/55.1 +/-50.8 +/.46.4 +/-43.2
t 38 +/_59.8 +/_57.9 +/58.6 +/-55.9 +/54.4 +/53,7 +/-50.8 +/A6.6 LONG SIDE
38 +/-58.2 +/-56.4 +/55.3 +/-54.3 +/52.7 +/52 +/A9.5 n
40 +/-57,1 +155.1 +/_54 +/53 +/51.3 +150.5 SHORT j�
42 +/•58.2 +/54.1 +/529 +/-51.8 +/50 MAX,D.C.SPACING IF ANCHORING MAX.O.C.SPACING ANCHORING SIDE % LONG
THROUGH THEFRAME PER SHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SIDE Q
44 +/55.5 +/53.3 +/-52 +/50.8 W 'd•
APPU6 TL)A,8,CDR DANCHORS APPLIES TO EORFANCHORS ) � 'gag
(SEE TABLE 2) ISEETABLE 3)
46 +/54.9 +1526 +/-51.1 ❑ 8 o
48 +/-53.5 +/50.8 35" 4• } •t aLaG O o
51.05 +/-50.8 _ SHORT O m cq 04 - 19
'1 SIDE m o Ig O
Z_LL w))LL m
TABLE 5: 6
UU X2 o
Window Design Pressure,(+/-psf) Lb.
to°,a ~o W m p fi a
1/8"T Cap-Airspace-1/8"T ryP° 2 z Ca z °�) ? U) LL
yl/I�� Long Side Con) v QO LU O
Dimensions 60.926 64 66 as 70 74 77 80 84 87 92 97 99 Z Q co
32 +801-98.2 +801-96.6 +801-95.6 +80/-94.7 +80/-93.9 +801-924 +80%91.4 +801-90.5 +80/59.5 +801438.7 +801487,7 +80/416.7 +801.66.4 F-
34 +801-94.5 +60/-928 +80/-91.8 +801-90.9 +801-90 +001488.5 +80157.5 +80/486.6 +801485.5 +80/.84.7 +801-83.6 +80152.6 +80/482.3 ® m 0 w P-is
36 +80/-91.4 +801-89.6 +80/58.5 +80157.6 +80158.7 +80155.1 +80154 +80153.1 +80151.9 +80/51.2 +/480 +/-79 +/-78.7 ' Z
38 +80/58.6 +80/58.7 +80155.6 +80/54.6 +80153.7 +80152.1 +80151 +/50 +/-78.8 +/-78 -+/-76.9 +/-75.8 co
LU 0) z
40 +80/56.3 +801-84.3 +80153.1 +801521 +80/51.1 +/-79.4 +/-78.3 +/-77.3 +/-78 +/-75.2 +/-74 w Of
aI°as
LL X EL o
42 +80154.2 +801521 +80150.9 +/-79.8 +1-78.8 +/-77 +/_75.9 +/-74.8 +/-73.6 +/-72.7 O LL ZCD
N
c 44 +80152.4 +80/50.3 +/-79 +/-77.9 +/-76.8 +/-75 +1-73.7 +/-72.7 +/-71.4 w J I
v cwi Z W 3r
tD 48 +80150.9 +1-78.6 +/-77.3 +/-76.1 +/-75 +/_73.1 +1-71.8 +/-70.7 a
0 48 +/-79.7 +1-77.3 +/-75.9 +/-74.6 +1-73.5 +/-71.5 +/-70.1 at)f •asa0 sayo5
z
rn 50 +/_78.8 +/-78.1 +/-74.6 +/-73.3 +1-72.1 +/-70
52 +/-77.7 +/-75,1 +/-73.5 +/-722 +/-70.9 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING
54 +/.77,1 +1-74.2 +/-72.6 +/_71,2 THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 NOTES:
58 +/-76.8 +/_73.6 +/_71,g APPLIES TO B,C OR D ANCHORS APPLIES TO F ANCHORS 1)BUCK DIMENSIONS SHOWN,
(SEETABLE2) (SEETABLE3) - -
58 +/-76.3 +/-73.1 35,5" 4'• 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
60.828 +/-78.1 NEXT AVAILABLE SHORT OR LONG DIMENSION. K�
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN _
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL t "'"•'
WINDOW WILL COMPLETELY FIT WITHIN.
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 6:
Window Design Pressure,(+/-pSf) lbs mb TABLE DIMENSIONS MAY BE
for Gla-
$ ORIENTED VERTICALLY OR
3/16"A Cap-Airspace-3/16"A Type: HORIZONTALLY AS SHOWN.
Window Long Side((n) LONG
Dimensions 69.65 71 73 75 78 80 85 86 89 92 96 99 SIDE
�- LONG SIDE
32 +/-76.9 +/-76.4 +/-74.3 +1-725 +/-70.6 +1-69.3 +/-66.2 +/-65.7 +/-64.1 +/-62.6 +1-60.8 +159.8 7- Y
34 +/-73.7 +/.73.3 +/.71.3 +/-69.7 +/-66.8 +155 +/-61 +/50.3 +/5B.1 +/-56.3 +/54.7 +/53.8 + PR omplyi RwVISED
SHORT as ildi.s C. with tha FYcrtda
36 +1.71 +/-70.5 +/$9.8 +157.9 +/-64.4 +152.5 +/57.2 +/-56.3 +/-54.7 +/52.9 +/50.9 +/�9.7 SIDE Duitding Code
38 +/.88.6 +/.60.1 +1.67.4 +/-66.8 +/-63.5 +/51 +/55.6 +/54.9 +/-52.7 +/50.6 4/.40.2 +/46.4 SHORT AcccptsncuNo I -b(o29.►I
40 +1-68.4 t/-65.9 +/-65.2 +/-64.6 +/-63.2 +1.60.7 +/-55.1 +/-54.2 +152 +/-49.7 +146.4 +145.2
-L- SIDE Expireli"n Date !��
By
42 +1.64.6 +/-64 +/-63.3 +/-m6 +/-61.7 +/-60.5 +/-55.1 +154.2 +/51.7 +/-49.1 +/46.3 +/-04.5 hiiwn a[RoA cC
44 +/52.9 +152.4 +/-61.6 +/-60.9 +150 +159.4 +/-55.1 +/54.2 +/51.8 +/49.1 +/-46.1 +/-04.5
46 +151.5 +/-60.9 +/-60.1 +/-59.4 +/-58.4 +157.8 +/55.1 +/54.2 +l-51.8 +/-49.3 +/46.3 +/.44.5 �-- LONG SIDE -� a
c 48 +150.2 +/59.6 +/-58.8 +/58 +157 +156.4 +/-55 +/-54.2 +/51.8 +/49.5 +/46.4 +1-04.6 T
N
$' 50 +/-59.1 +/58.5 +/-57.8 +/-56.8 +/55.8 +/55.1 +/-53.7 +153.4 +/57.8 +/49.5 +/46.6 SHORT / LONG '
in
SIDE A
+/52.5 +152.2 +151.5 +/-09.3 Q SIDE n
� 52 +/.58.1 +/5 +7.5 +/-56.6 +/55.8 +/.54.8 I-54
U) 54 +/.57.3 +/56.6 +/-55.7 +/54.8 +/-53.7 +/-53 +/51.4 +/51.1 +/-50.4
56 +/56.6 +/55.9 +/-54.9 +/-54 +/52.8 +/52 +/-50.4 +/50.2
57 +/58.3 +/55.5 +/-54.5 +/53.6 +152.4 +/-51.6 +/-50 NOTES: W U) Q
1)BUCK DIMENSIONS SHOWN. > U) =.a-
60 +155.5 +154.7 +1-53,6 +/.52.8 +151.3 +/-50.5 SHORT g
62 +/-55.1 +/54.2 +/-53.1 +/.52.1 +/-50.7 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCHORING 2)FOR SIZES NOT SHOWN,ROUND UP TO THE SIDE O U) O
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 NEXT AVAILABLE SHORT OR LONG DIMENSION. } slop O
64 +/-54.8 +/-53.9 +/52.7 +/-51.6 0 04 N
66 +/.54,5 +153.6 +/-52.4 APPLIES 70 A,B,CORDANCHORS APPLIES TO EORFANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), co m
(SEE TABLE 2) (SEETABLE 3) FIND THE SMALLEST SQUARE WINDOW SIZE IN O J co J p e O
68 +153.6 +153.1 15" 3"FOR E ANCHORS,4"FOR F ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL Z LL Lo IL to A1OJD
69.65 +/-52.6 WINDOW WILL COMPLETELY FIT WITHIN. U U X N 6ao
W m O � DMG
TABLE 7. Window Design Pressure,(+/-psf) Dee rola mbl. z a z °�' ? to 67
for Gbae 4 Q uJ LL
3/16"T Cap-Airspace-3/16"T 'Type: Z 0�q O
Window Long Side(1 n)
Dimensions 81.52 83 8s 87 89 92 94 97 99 103 107 110 113 118 122 126 132 138 144 0' ~
O W lacus
+ +80/-91.7 +801-91 +801-89.9 +80/-89.3 +80%68.4 +801.87.9 +801-86.8 +801-85.9 +80/-85.3 +801-84.7 +80!-83.8 +80/83.1 +80%82.5 +80151.7 +801-80.9 +80150.3 ® � z ? U)
46 +o/-91. +801-93.3 801-92.5 +80/-80.5 +/-79.9 +/-79 +178.3 CO) F-
+0(}/-89.3 +8p/-0B.5 +BO/-f17,5 +80/88.8 +80/-85.9 +B0/-85.3 +801-84.3 +801-83.3 +00/-82.7 +80%82.1 +80/-81.2
48 +80/-91.6 +00/-90,9 +B0%80.1 = co
50 +80/-89.5 +80/88.8 +80/-87.9 +801-87.1 +80/-86.3 +60/-85.2 +801-84.5 +80%83.6 +801-03 +80/-B2 +801-81 +80/80.3 +/-79.7 +/-78.7 +/-78.1 +/-77.4 +/-76.6 Q W LU ar�S
52 +801-B7.6 +80/56.9 +801-86 +80155.1 +80/-84.3 +801-83.2 +80/.82.5 +801-81.5 +80/-80.9 +/79.8 +/_78.8 +1.70.1 +/-77.5 +/.76.5 +/-75.8 +/-75.2 o X O-
0
54 +80/-65.9 +80/55.2 +801-84.2 +801-83.3 +80/-82.5 +80/-81.3 +80150.6 +/-79.6 +1.79 +1.77.9 +/.76.9 +1.76,2 +1.75.5 +1.74.5 +/-73.8
56 +80/-84.4 +80/-83.6 +80/-82.6 +801.81.7 +80/-80.8 +/-79.7 +/-78.9 +1-77.9 +1-77.3 +/-76.1 +/-75 +/-74.3 +1-73.7 +1-72.6 Z W ?�
58 +00/-83 +80/-82.2 +80/-81.2 +80/-80.2 +/.79.4 +/-78.1 +/-77.4 +/76.3 +/-75.7 +/-74.5 +/73.4 +/-72.7 +/-72 > O a
60 +801.81.0 +801-81 +/-79.9 +/-78.9 +/-78 +1.76.7 +/-76 +1-74.9 +1.74.2 +/-73 +/.71.9 +1.71.1 all! •asap sauaS
� 82 +80180.8 +/-79.9 +/-78.8 +/.77,8 +/-78.8 +/-75.5 +/_74.7 +/-73.6 +1-72.9 +/_71.6 +/.70.5
w 64 +/.79.8 +/-78.9 +1-77.8 +/.76.7 +/.75.7 +/-74.3 +/.73.5 +1.72.4 +1-71.6 +/.70.3
0 67 +/-70.6 +/77.7 +/-76.4 +1-75.3 +/-74.3 +/-72.8 +/-72 +/-70.7 +/-70 i'.i::+::.,> '•.
m 68 +/-78.3 +/-77.3 +1-76.1 +1.74.9 +/-73.8 +/-72.4 +/-71.5 +/-70.3
70 +/-77.7 +/-76.7 +/-75.4 +/-74.2 +/-73.1 1 +/-71.5 +/-70.6
72 +/-T7.2 +/-76.1 +/.74.8 +/-73.5 +/-72.4 +/-70.8 ^
74 +/.76.8 +/-75.7 +/-74.3 +J.73 +/-71.8 MAX.O.C.SPACING IF ANCHORING MAX.O.G SPAQNGIFANCHORING
THROUGH THE FRAMEPER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
76 +/-76.5 +/-75.3 +/-73.8 +1.72.5
APPDE5T0 B,CORDANCHORS APPLIES TO FANCHOlLS
78 +/-76.3 +/.75 +/-73.5
(SEE TABLE 2) (SEE TABLE 3) _
80 +/.78.2 +/-74.9
15.5" 3.3"
01.52 +/-76.1 A.LYNN MILLER,RE,
REX 68705
TABLE 8:
Window Design Pressure,(+/-psi Useth6 mbb TABLE DIMENSIONS MAYBE
ror Glass $ ORIENTED VERTICALLY OR
114"A Cap-Airspace-1/4"A Type: HORIZONTALLY AS SHOWN.
Window Long Side On) LONG
Dimensions 81.52 83 85 87 89 92 94 97 99 103 107 110 111 SIDE
I--+- LONG SIDE
46 +/57.1 +/-66.7 +/-66.1 +/.65.3 +/.632 +/-60.1 +/-58 +/-55.1 +/-53.6 +/-51.3 +148.8 +/-48.8 t/-48.4 7
oPRODUCT
hr8REVISED
48 t/-65.4 +1.65 +/.84.3 +1.83.8 +/52.8 +/-59.8 +/-57.6 +/-54.9 +/-53.5 +/-50,6 +/-07.9 +IA6.3 +/-05.7
the Flo[ide
+ +/-45,9 +1.45.4 SHORT Duilfts Code
50 +1-63.9 +/-63.4 +/-82.8 +/-822 +/+31.6 +/-59.4 +/57.2 /54.9 +/53.5 +1-50.6 +/-47.3 SIDE Amepl-No Irk .1)
52 +/-62,6 +/-62.1 +/51.4 +1-60.8 +/-60.2 +/-59.2 +/57.1 +/54.7 +/-53.5 +/-50,6 +147.5 +145.7 +/45.4 SHORT L`sp mti m Dace
54 +/-81.4 +/-80.8 +/50.2 +159.5 +/-58.9 +/-58.1 +/56.9 ' +/54.7 +/-53.3 +/-50.8 +/47.5 +/45.9 +145.4 SIDE
ay,
56 +/50.3 1 +/-59.7 +/-59 +/-58.4 +1-57.7 +/-56.9 +/58.4 +/-54.5 +/-53.3 +/50.4 +/47.5 +/45.9 +/-45.5 Nli Oodc.Produr
58 +1-59.3 +/58.7 +158 +157.3 +156.7 +/-55.8 +/55.3 +154.4 +/53.1 +/50,4 +1-47.7 +/45.9 +/-45.5
60 +/58.5 +/57.8 +/-57.1 +/-56.4 +155.7 +/-54.8 +/54.3 +/-53.5 +/52.7 +150.4 +/47.7 +145.9 �- LONG SIDE -� >
62 +/57.7 +/-57.1 +/56.3 +/-55.5 +154.9 +/-53.9 +/53.3 +/-525 +152 +/-09.9 +/47.7 LONG q
rn 84
+/57 +/-58.4 +/55.5 +/-54.8 +/-54.1 +/-53.1 +/52.5 +/-51.7 +/51.2 +/-49.3 SHORT SIDE >
67 +/58.2 +1-55.5 +/54.8 +/-53.8 +/-53 +/-52 +/-51.4 +/-50.5 +/50 SIDE
Q >
rn 68 +/55.9 +/55.2 +/-54.3 +/-53.5 +/-52.7 _ +/51.7 +151.1 +/-50.2 a
70 +155.5 +/54.8 +/53.8 +/53 +/-52.2 +/-51.1 +/-50.4
72 +/55.1 +/-54.4 +/53.4 +/52.5 +/-51.7 +/50.6 W rv,
NOTES: SHORT fp .,oa
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPAONGIFANCHORING �
74 +/-54,8 +/-54 +/53 +/-521 +/-51.3 1)BUCK DIMENSIONS SHOWN. SIDE rn 3
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 Of O °� � o
76 +/-54,6 +/-53.8 +/-52.7 +/-51.8 APPUE570A,B,CORDANCHORS APPUESTOEORFANCHOR5 2)FOR SIZES NOT SHOWN,ROUND UP TO THE }ti M c O
78 +/-53.8 +/-529 +/51.8 (SEE TABLE 2) (SEETABLE 3) NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 cV
N V
80 +/-52.6 +/-51.8 l5" 2,6 FOR EANO10R5,4"FOR F ANCHORS O3)FOR ARCHITERAL WINDOWS(SEE J MMJ M
81.52 +/51.5 FIND THE SMALLES QUARE WINDOW SIZE EINT 2) Z LL �LL CD
co
THE TABLE(S)ABOVE WHICH THEARCHITECTURAL S Ilj -
WINDOW WILL COMPLETELY FIT WITHIN. U U X N 6
wZ O� CD ON
TABLE 9: Use this[able
Mildow Design Pressure,(+l-psf) terG�� o m x -- 0
1/4"T Cap-Airs ace-1/4"T TWE S �z aC-'z °' co LL
Window Long Side pn) ¢O � O
Dimensions 84.85 86 90 92 94 97 100 1 102 1D5 109 112 116 120 124 12S 133 138 144 Z CO m
46 +801-96.2 +80185.7 +801-94.2 +801-93.5 +801.92.8 +80/-91.9 +801.91.1 +80%90.5 +BOf$9.8 +80/-88.9 +80/•88.2 +801-87.5 +801-86.7 +80!-96.1 +BO%86.6 +80/-84.8 +BOf-84.1 +80/-83.6 3
LU
48 +80/-93.7 +801-93,2 +801-91.6 +80/-90.9 +801-90.2 +80/-89.3 +1361.88.4 +80%87.9 +801.87.1 +80/86.2 +801-95.5 +801-84.7 +801.84 +801-93.3 +801-82.7 +801-82 +801-81.3 +80/-80.6 ® 0 IaayS
50 +80/•91.5 +801-91 +801-89.3 +801-88.6 +801.87.9 +801-86.9 +801-06 +801-85.5 +801.84.7 +801-83.7 +80/-83 +80/-82.2 +801.81.5 +80/-90.8 +80/40.2 +/-79.4 +/-78.8 +/•78.1 Z
52 +801-89.4 +801-98.9 +80/-87.2 +801.86.5 +8a'-85.7 +801-84.7 +801-03.8 +80%83.3 +SD1.82.4 +80%81.5 +80/-80.8 +/-80 +/-79.2 +/-78.5 +/•77.8 +/-77.1 +/-76.4 LU Z
54 +801-87.6 +801.87.1 +80%85.3 +80/-64.5 +801.83.8 +80!-828 +1N-81.8 +80%81.2 +801-90.4 +/-79.4 +1-78.7 +/-77.9 +177.1 +1-76.4 +1-75.7 +1-74.9 4 w O_ -1-SLL x o_ o
56 +80/-136 +801-95.4 +80/-83.6 +801-82.a +801-82 +80/-81 +/-80 +/-79.4 +/-78.5 +I-77,5 +1-76.8 +/-75.9 +/-75.1 +/•74.4 +1-73.7 � L>_ Z �
58 +80%84.5 +80/-83.9 +801-82.1 +80/-81,2 +801-80.4 +/-79.3 +1-78.3 +/•77.7 +/-76,8 +/-76.8 +/-76 +/-74.2 +/-73.3 +1-72,6 � �
185
+801-83.2 +801-92.6 +80/-80.6 +/-79.8 +1-79 +/-77.8 +/•76.8 +/•76.2 +/-75.3 +1.74.2 +173.4 +/-72.5 +1-71.7 O Z W
� o n-
+801.82 +80/-81.3 +1-79.4 +/-78.5 +/-77.6 +/-76.5 +1-75.4 +/-74.7 +/-73.8 +/-72.7 +/-71.9 +1-71, aqU -,sa°saEL
+80/-80.9 +801.80.3 +1-78.2 +1-77.3 +/-76.4 +1-762 +/-74.1 +/-73.4 +/-72.6 +/-71.3 +/-70.6
+/-80 +/-79.3 +1.77.2 +/-76.2 +/-75.3 +/-74.1 +1-72.9 +/•72.2 +/-71.3 +/-70.1+/-79.2 +/-78.6 +/-76.2 +/-75.2 +/-74.3 +/-73 +!•71.9 +/-71.2 +/-70.2+/-78.4 +l-77.7 +1-75.4 +1-74.4 +/-73.4 +/-72.1 +/-70.9 +/-70.2+/-77,8 +/-77.1 +1.74.7 +/-73,6 +1.72.6 +171.2 +1-70+/-77.3 +l-76,6 +f-74 +/-72.9 +f-71.9 +/-70.5 6i+/-76.9 +/-76 +/-73.6 +/-72.3 +f-71.2 MA%.O.C.SPACING IF ANCHORING MAX.O.0 SPACING IF ANCHORINGTHROUGH THE FRAME PERSHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET4+/•76.5 +1-75.7 +1-73 +/-71.6APPUFS TOB CORDANCHORS APPLIES TO FANCNORS+/-75.4 +/-726 (SEETABLE2) (SEE TABLE 3)+/-761 +1-75.115,5" 3.2"+/-76
A.LYNN MILLER,P.E.
P.E.#58705
1.376' 3.500"3.500I�' 3.500' 3.500• 3.500'
1 —SII_— .062' ' —�I•r— .062' -- +- .062' —�-I�--' .062'
7
—355•'
5 .060' 1
OANCHOR COVER 1.483' Iro IRE M 1.483" 1.483" 1.483'
664•r301•
8 .625' .625'' 7137S'
O J-CHANNEL FRAME O2 FLANGE FRAME 1.375• O INTEGRAL FIN FRAME 4O EQUAL LEG/BOX FRAME
:E LL
7,6� i
ALUMINUM
SILICONE HOT-MELT BUM *ANT
EMENT POLYISO- DESICCANT FILL AREA
,864• STRUCTURAL - BUTYLENE
,175" SILICONE SEALV"TSLASS
5/16'NOM.
STRUCTURAL 3/16"NOM.
1/4"NOM. FOAM BUTYL LICONE SEAL
POLYISOBUMEN WITHROLL-FORMED
oWITH DESICCANT DESICDESICCANT FSTAINLESS STEELO 1"BEAD EXT.GLASS EXT.GLASS EXT.GLASEXT.GLASS
INT.GLASS INT.GLASSS
MITEREO
CORNERS WITH KODISPACESUPER DURASEALO XL EDGET11
INTERIOR ANO
EXTERIOR 0 4SG TPS 6, SPACER®NXT rm e2 SPACER 83 SPACER
WELDS
TABLE 10:
# Part# Description Material
1 620117 1 J-channel Frame PVC
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC
5 620133 Anchor Cover PVC PRODUCTEVlSFD
R
5 6 720136 7!8'GlazUx...ing Bead PVC �complympw�th the Flmide
Cods
FRAME 7 720135 1"Glazing Bead PVC Am-Ptnmc rl�
ASSEMBLY DETAILS 7 74 Backbedding,GE 7700 or Dow 791 Silicone �t std
78 71646N Setting Block(718"X 1"X 1/8'),85+/-5 duro. EPDM }1y dep,oe dc�
M'
1
EXTERIOR
\ pNY....NN
t3 x.• til
' LICENSE•;�((��
*: No.59705
VINYL FIXED WINDOW NOA(NI) a 9/9/14 = p, *-
Part# Description Material NOTES: Im 1)SOME PARTS NOT SHOWN FOR CLARITY. 80M 8 ASSEMBLY m J ROSOWSKIO' r/4
����
80 Kommeding 4SG TPS Spacer System 2)J-CHANNEL FRAME SHOWN,PARTS 41.
81 Quanex Super Spacer r1XT with Hot Melt Butyl See this OTHER
FRAME
8.73,75-77,79 YPE PLY. ARE NOT ® JR-05105/16-ADDED SPACERS '��S . oR!.... `
82 Quanex Duraseal Spacer Sheet for USED AND ARE NOT PART OF THIS CERT.OF AUTH.7129296 ry ��,r r ANAL t
USED APPROVAL. 1070 TECHNOLOGY DRIVE '
83 Cardinal)L Edge Spacer 4)ROYAL PVC TO BE LABELED FOR AAMA N.VENICE,FL 34275 H v m .
EFERENCE TEST REPORTS:FTL-8717,8968 8 8970 EXTRUDER CODE. (941)-480-1600 d PW-5420 - NTS 9 OF 9 o i MD-5420.0 i A A.LYP E.0 SOS•P.E
9/30/2016 Florida Building Code Online
IM 777-77
� BCIS Home Log In ( User Registration I Hot Topics Submit SurchargeStats&Facts Publications ( FBC Staff BCIS Site Map Links Search
Hold
s Rproduct Approval
-- USER:Public User or
Product Approval Menu>Product or Application Search>Application List>Application Detail
t �
FL# FL243-R19
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 Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Hxed
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
Date Pending FBC Approval
Date Approved 09/25/2016
https:/tflcridabuilding.org/pr/pr app dd.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2fPhNigzKSXghHT8p/o3d 114
9/30/2016 Florida Building Code Online
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.14.odf
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.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:
243.8 PW-2720(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.odf
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.odf
Acceptance(NCA)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 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.06 LM.odf
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 II 15-0609.06 LM.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:
243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.07 SM.odf
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 II 15-0609.07 SM.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:
243.11 PW-5420(Non-Impact) 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 II 16-0629.11.odf
Acceptance(NCA)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.odf
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 II 16-0714.20.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. Evaluation Reports
Created by Independent Third Party:
243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 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 II 16-0629.12.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://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2fPhNigzKSXghHT8%3d 3/4
MIAMI•DADE MIAMI-DADS COUNTY
me i1no 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 MA) 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 "PW-5420 Vinyl"PVC Fixed Window—N.I.
APPROVAL DOCUMENT: Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (NI)", sheets 1
through 9 of 9, 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 Section Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or 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#14-0930.24 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. 16-0629.11
MIAMI•DADECOUNTY Expiration Date: April 30,2020
Approval Date: August 04,2016
// ! Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NDA No. 14-0930.24)
2. Drawing No. MD-5420.0 titled"Vinyl Fixed Window NOA(NI)", sheets 1 through 9
of 9, dated 09/09/14,with revision A dated 06/08/16,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, Duraseale 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 Aix 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. 14-0930.24)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
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 NDA No. 14-0930.24)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
M nuel ez,P.E.
Product Contr E aminer
NOA No. 16-0629.11
Expiration Date: April 30,2020
Approval Date: August 04,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. 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.
2. 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.
3. 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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-51h Edition
(2014),dated September 27,2014,issued by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0930.24)
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. 14-0930.24)
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. 14-0930.24)
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. 14-0930.24,issued to PGT Industries, Inc. for their Series
"PW-5420 Vinyl"PVC Fixed Window-N.I. approved on 04/30/15 and expiring on
04/30/20.
Manuel Pe E.
E.
Product Control xam' er
A
NONo.1 9.11
Expiration Date: April 30,2020
Approval Date: August 04,2016
E-2
GENERAL NOTES:SERIES 5420 IMPACT RATING DESIGN PRESSURE RATING
NON-IMPACT RESISTANT,VINYL FIXED WINDOW NOT RATED FOR VARIES PER GLASS TYPE.SEE
IMPACT RESISTANCE TABLES 49,SHEETS 6-8
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.BUCK WIDTH SEE TABLES 49 MAX.BUCK WIDTH SEE TABLES 49
VELOCITY HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) (SHORT OR LONG SIDE)
MAX.O.C.SEE r 1.25'MAX.
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B.SEE I TABLES 49 r 6'MAX. D,SEE_- _ —.I Fes-- M!U(.O.C.SEE TABLES 48 fL
SHEET 3� SHEET 4 I I PRODUCT REV/SED
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE :� m comFl34ng with die Florida
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR I Bu;ldiug Code
EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS VISIBLE VISIBLE Acccptuoro No I6"fl(oZ .)�
AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. LIGHT WIDTH MAX.BUCK LIGHT WIDTH c-xnirauwi nate �'lp
4)ALL WOOD BUCKS LESS THAN I-1/2'THICK ARE TO BE CONSIDERED IX r _ HEIGHT,SEE ________ __ ----
I
BY
INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY I (LONG DTABLES 4-9 - M1� 05/0
TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.
IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER / VISIBLE SHORT SIDE) a JR-05/05/18-ADDED SPACERS
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE i i ! / VISIBLE ' TO SHEET 9.
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). A I LIGHT A.SEE C I / LIGHT C.SEE
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING HEIGHT SHEET 3 / HEIGHT SHEET 4
OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I I MAX.BUCK
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING / HEIGHT,SEE !E
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY I TABLES 49
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. MAX.O.C. (LONG OR Y Q
SEE TABLES I SHORT SIDE) LU r W 7.6
6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 49 MAX'SEE
PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF T _ SEE W rn 0
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE I! TABLES O 0 O
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE 49 N r al op N
WINDOW. Bf--� 6•MAX. --� D�-- 1.25"MAX.•--�I+ O co
7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL z LL N-J m map
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME FLANGE FRAME(90"CORNERS) FRAME(90°CORNERS)
ANALYSIS AND GLASS PER ASTM E1300. U U X LD O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL (ANCHORED THROUGH NAIL FIN) W— 02 00
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. r 125'MAX H'�Zy in O JMO
6'MAX —� 1L > Y Z O Z O
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o O
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE Z Q.Z ~
33-1/3k STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 6'MAX MAX. v O W O
PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF MAX 0.. O.C. Z J
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER MAX.O.C.SEE , r SEE 3 W
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SEE TABLES TABLES 4-9 + TABLES ® `S' O •0 Iaa45
BUILDING CODE FOR CORROSION RESISTANCE. f 49 .L _
\ '1-9 � Z W !n
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS MAX.O.C. ~BEE TABLES z
/ < W O Z
PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE / VISIBLE ¢g VISIBLE Z +/oas
AUTHORITY HAVING JURISDICTION. LIGHT LIGHT 0 X
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO HEIGHT HEIGHT •LV
WLn
CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR I MAX.BUCK
PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC / MAX.BUCK / v Z W
Z
HEIGHT,SEE
HEIGHT,SEE TABLES
EXTRUSION NOBS;NATIONAL DESIGN SPECIFICATION FOR WOOD d
CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL TABLES (LONG OR egl 5: (q rosap saue5
VISIBLE (LONG OR
_ VISIBLE SHORT SIDE)
LIGHTWIDTH SHORT SIDE) 1 LIGHT WIDTH
1. .1.ILENSF
6"MAX.
GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS
ELEVATIONS.................................1 WIDTH:BUCK WIDTH-4-3116• --.-I 6°MAX 125° MAX.O.C.SEE TABLES 4B —►�4+- 1.25'MAX �.; NO.58705 '�
FRAME,GLASS&ANCHOR MAX.O.C.
HEIGHT:BUCK HEIGHT-4-3116' SEE TABLES 49 MAX. *-
OPTIONS.............................2 MAX.BUCK WIDTH SEE TABLES 49
INSTALLATION,FLANGE& MAX.BUCK WIDTH SEE TABLES 49 ;
STANDARDS USED: (SHORT OR LONG SIDE) -�' 6
EQUAL LEG..........................3 •2014 FLORIDA BUILDING CODE FBC 5TH EDITION (SHORT OR LONG SIDE] O,�•.. STA F
INSTALLATION,INTEGRAL FIN& ( ) TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL
J-CHANNEL..........................4 -ASTM E1300-09 i�s''•:ctOR1OP,.•'•
GLAZING DETAILS. ............5 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED FRAME(CURVED OR ANGLED
DESIGN PRESSURES..................6-8 -ALUMINUM DESIGN MANUAL,ADM-2010 OR ANGLED CORNERS) CORNERS)
BOM&ASSEMBLY.......................9 •AISI-Stop-07/S2-2010 (ANCHORED THROUGH NAIL FIN)
A.LYNN MILLER P.E.
P.E.g56705
TABLE 1:
Glass Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Description 'A'=ANNEALED
Type # -r TEMPERED
1 718"I.G.:1/8"A Exterior Cap+5/8"Air Space+1/8'A 4
2 7/8'I.G.:1/8"T Exterior Cap+518"Air Space+1/8'T 5
3 7/8'I.G.:3/16"A Exterior Cap+1/2'Air Space+3/16'A 6 p� D
LJ
4 718•I.G.:3/16'T Exterior Cap+112"Air Space+3116'T 7 BOX OR
5 1"I.G.:1/4'A Exterior Cap+1/2"Air Space+1/4'A 8 �Q EQUAL
6 1"I.G.:1/4'T Exterior Cap+112'Air Space+1/4"T 9 FLANGE LEG
oo� o
TABLE 2:ANCHORS INSTALLED THROUGH FRAME
Min.Edge Min. •MIN.OF 3 THREADS
Group Anchor Substrate BEYOND THE METAL
Distance Embedment SUBSTRATE.FOR
P.T.SouthernPine(SG=0.55) 7/16" 13/6` STEEL STUDS,MIN
MS Fu-46 KSI.
#10 S
(steel,18.8 S.S. Steel,A36' 3/B' 0.050" p� 0
Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) 'UNGROUTED CMU" r�
A or 410 S.S.) Aluminum,6063•T5' 3/8" 0.050" VALUES MAYBE J-CHANNEL LIQ INTEGRAL
P.T.Southern SG=0.55 Pine 7/16" 13/8" USED FOR GROUTED Q
( ) CMU APPLICATIONS.
3116"steel Ultracon Concrete(min.2.85 ksi) 11 1318'
Ungrouted CMU,(ASTM C-90) 2-1/2` 1-1/4'
00 0
#12 SMS P.T.Southern Pine(SG=0.55) 9/16" 13/8'
B (steel,18-8 S.S. Steel,A36• 3/8' 0.050"
or 1,1 S.S.) Steel Stud,A653 Gr.33' 318' 0.0451"(18 Ga.)
Aluminum,6063-T5' 3/8' 0.063"
Concrete(min.2.85 ksi) 1` 1-3/4'
C 1/4'steel Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4• ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INBLOCK(SEE EXAMPLES
BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 49,SHEETS
1/4"steel CreteAex Concrete(min.3.35 ksi) 1' 13/4'
1/4'steel Ultracon P.T.Southern Pine(SG=0.55) 1' 1316'' I-___SIDNE___-i LONG LSIIDE° SHORT
Imo__— __ �I Imo—_—__ _ `i �I _
1/4"steel CreteAex Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4• -�-r - T
P.T.Southern Pine(SG=0.55) 1" 1-318' �
D 1/4"steel P.T.Southern Pine(SG=0.55) 1" 13/8" oo oo �% 00
Aggre-Gator Grouted CMU,(ASTM C-90) 2" 2" NN mN N1N
1/4"steel Ultracon Concrete(min.2.85 ksi) 2-112" 13/4° 1 1 1 PRODUCTREVISED
1/4'steelCreteAex Concrete min.3.35 ksi 2-1/2` 1-314 LONG LONG LONG LONG LONG- nscomplyingwithdwFlorida
1/4'steel Aggre Gator Concrete(min.3.275 ksi) 1-1/2' 1318' I' SIDE "� (" SIDE "I SIDE -i i- SIDE i I� SIDE z nnilding Cods
r ——— r — r—---7;1 T r— — --i ° Acceptance No l6- 2 .t J
T I TT T G'ratan 14.)
atc �.�
0ODI OOI q/ 00 OB 00UI/
BYMw H/ 2y Y Rl SIN SIN Miafni odaTABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 1 L— —J i
Ii
Group Anchor Substrate Min.Edge Min.
Distance Embedment
E 2-1/2 x.131'Common Nag P.T.Southern Pine(SG=.55) 318' 2-7116`
2-112'Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 318' 2-7/16"
P.T.Southern Pine(SG=.55) 112" 13/8"
#10Trluahead SMS Aluminum,6063-T5• 318" 0.050• VINYL FIXED WINDOW NOA(NI) q 9/9/14
(steel,18-8 S.S. Steel Stud,Gr.33• 318" 0.0451'(18 Ga.) o
or 410 S.S.) " GLASS/ANCHORS/FRAME OPTIONS m J ROSOWSKI
F Steel,A36• 3/6' 0.050"
P.T.Southern Pine(SG=.55) 9/16" 1-3/8' •MIN.OF 3 THREADS ''-
#12 SMS Aluminum,6063-T5' 3I8- 0.063" BEYOND THE METAL CERT.OF RUTH.#2929fi �}
(steel,18$S.S. SUBSTRATE.FOR
Steel Stud,Gr.33• 318' O.osO" 1070 TECHNOLOGY DRIVE
or 410 S.S.) STEEL STUDS,MIN
Steel,A36' 3/8• 0.050' Fu=45 KSI. N.VENICE,FL 34275 " — c� A.LYNN MILLER,P.E.P.
(941)-480-1600 1 PW-5420 � NTS N 20F9 2z MD-5420.0 Wiiz° A p,E.1f 59705
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME ANDIX
DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
INSTALLATION SEE NOTE 2,THIS SHEET.
OPTION 1 EMBEDMENT EMBEDMENT
ANCHORED THROUGH EDGE DISTANCE 4'MAX 1/4'MAX.
FRAME INTO 2X WOOD SHI 2 4 SHIM +-
FRAME OR BUCKSTRIP.
SEE NOTE 2,THIS SHEET. EDGE EDGE
EMBEDMENT DISTANCE 5DISTANCE
FLANGE
FRAME "
SHOWN
TYP.ANCD I 1°THICK I.O. (`�J TYP.ANCHOR TYPE,
�1/4'MAX' EMBEDMENT AND EDGE EMBEDMENT AND
2 SHIM DISTANCE PER EDGE DISTANCE PER_ TYP.ANCHOR TYPE, SUBSTRATE, SUBSTRATE,SEE
TABLE 2,SHEET 2.
EMBEDMENT AND SEE TARE 2,SHEET 2.
5 a 5 TABLE 2EDGE DISTANCE EET 2.ER •6•OD� �.JD '
SUBSTRATE,SEE _
7/8'THICK I.G.
FLANGE EXTERIOR I 7
FRAME J1_ VISIBLE LIGHT WIDTH Y{ EQUAL-
SHOWN V LEGBOX
7/8"THICK I.G. NOTES: BUCK WIDTH FRAME
SHOWN
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2.
VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1/4'MAX,
BUCK LIGHT 1-1/2"THICK ARE TO BE CONSIDERED 1X SHIM
HEIGHT HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF #10 OR#12 STEEL 1/4•MAX.SHIM
_ UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD SMS(GS),SEE
BUCKS DEPICTED AS 2X ARE 1-12'THICK OR TABLE 2,SHEET 2.
GREATER.1X 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
1'THICK I.G. EQUAL PRODUCT REVISED
BEADING TO BEADING. FLANGE
FRAME LEG/BOX B Id4q—plyi.g wish the FloridA
SHOWN I���rJII FRAME BuilJing Code
TYP.ANCHOR TYPE, OOL-.�J � EXTERIOR SHOWN 0 � Aceepmnca No (o'O ��
'mtiun Datc
EXTERIOR EMBEDMENT AND EDGE
0 DISTANCE PER SUBSTRATE, By
a 4 SEE TABLE 2,SHEET 2. INSTALLATION INSTALLATION Mtn
EQUAL- OPTION 4OPTION 4
LEGBOX ANCHORED THROUGH ANCHOREDTHROUGH
FRAME 114"MAX.SHIM FRAME INTO METAL FRAME INTO METAL
SHOWN
0
VINYL FIXED WINDOW NOA(NI) 0 9/9/14
EMBEDMENT �.1r
• . VISIBLE LIGHT FORMULAS o FLANGE&EQUAL-LEG/BOX FRAMES om J ROSOWSKI
INSTALLATION WIDTH:BUCK WIDTH-4-3/16" a "
HEIGHT:BUCK HEIGHT-4-3/16' ® _
OPTION 2EDGE DISTANCE CERT.OF AUTH.#29296
ANCHORED THROUGH 1070 TECHNOLOGY DRIVE
FRAME-DIRECTLY INTO VERTICAL SECTION B-B N.VENICE,FL 34275 1.v -
CONCRETE/CMU. m A.LYNN MILLER,P.E.
(941)-480-1600 PW 5420 NTS 30F9 $z MD-5420.0 pz° A p,E.#58705
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
1/4°MAX,SHIM ANCHORED THROUGH ANCHORED THROUGH 1/4'MAX.SHIM
EMBEDMENT FRAME INTO 2X WOOD INTEGRAL FIN INTO 2X WOOD {f EDGE DISTANCE
INSTALLATION OPTION 5 FRAME OR BUCKSTRIP.SEE FRAME OR BUCKSTRIP.SEE
ANCHORED THROUGH r EMBEDMENT O NOTE 2,THIS SHEET. NOTE 2,THIS SHEET.
INTEGRAL FIN INTO 2X WOOD I
FRAME OR BUCKSTRIP.SEE EDGE 1 3
NOTE 2,THIS SHEEP. EDGE DISTANCE DISTANCE
J-CHANNEL
FRAME
SHOWN ...LLL EMBEDMENT
o L NP.ANCHOR TYPE, 1'THICK I.O.
1 1f4'MAX.SHIM
EMBEDMENT AND
NP.ANCHOR TYPE, EDGE DISTANCE PER
EMBEDMENT AND EDGE SUBSTRATE,SEE
g DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP,ANCHOR TYPE,
aSEE TABLE 3,SHEET 2. (SCREW SHOWN) J-CHANNEL o FIN EMBEDMENT AND EDGE
5 (NAILSHOWN) FRAME Op 7/8°THICK I.G. ❑ FRAME DISTANCE PER SUBSTRATE,
SHOWNEXTERIOR O SHOWN (NAIL SHOWN)EE TABLE 3, 2.
VISIBLE LIGHT WIDTH
NOTES: BUCK WIDTH
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2&3,SHEET 2.
7/8'THICK I.G. FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC 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&3 SHEET 2.
2)MASONRY ANCHORS MAY BE USED INTO WOOD
VISIBLE AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS
BUCK THAN 1-112'THICK ARE TO BE CONSIDERED 1X
LIGHT #10 OR#12 STEEL
HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL 1/4'MAX.SHIM 1/4'MAX.
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. SMS(GS).SEE
WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK TABLES 2&3, SHIM
OR GREATER.1XAND 2X BUCKS(WHEN USED) SHEET 2.
SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF
1'THICK I.G. THE ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)IS
MEASURED FROM BEADING TO BEADING. FIN ANDl'R PRODUCT REVISED
FLANGE MAYBE "s r .plying with the Florida
Building Code
REMOVED IN FIELD Acaplunco No}6"D6Z9.1)
INTEGRAL FIN EXTERIOR O E'.''mlion De 1,M
O TYP.ANCHOR TYPE,EMBEDMENT FRBy
AME SHOWN ❑ fl ❑
AND EDGE DISTANCE PER �7
3 Mi Product
EXTERIOR
SUBSTRATE.SEE TABLE 3.SHEET 2.
(SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8
INTEGRAL INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME,FIN
,
FRAME SHIM
INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2.
SHOWN o 0
INSTALLATION DISTANCE VINYL FIXED WINDOW NOA(NI) 4 9/9/14
OPTION 5 VISIBLE LIGHT FORMULAS o J-CHANNEL&INTEGRAL FIN FRAMES om J ROSOWSKI
CHORED THROUGH
'� WIDTH:BUCK WIDTH.4-3116-
INTEGRAL FIN INTO 2X HEIGHT:BUCK HEIGHT-4.3/16"
WOOD FRAME OR �— EMBEDMENT CERT,OF AUTH.#29298
BUCKSTRIP.SEE NOTE 2. 1070 TECHNOLOGY DRIVE
THIssHEET.VERTICAL SECTION D-DN.VENICE,FL 34275 v
� „ ,
(941)-480-1600 m PW-5420 NTS -m 4 OF 9 1P MD-5420.0 z° A A LYNN E.#58705 P E
PRODUCT REVISED
as complying with the Flod&
-+� 7/8'NOM. -+"{ 7/8"NOM. 718'NOM. 718'NOM. Otul tae
Cod
Aorepta C d. Ido' I�
'ration Datebn[�
1/8"A GLASS 1/8"T GLASS 3116"A GLASS 3/16"T GLASS 13y
_ Miami ade Product
5/8"AIR SPACE 5/8"AIRSPACE 1/2"AIR SPACE 1/2"AIR SPACE
1/8"A_GLASS 1/8"T GLASS 3116"A GLASS 3/16"T GLASS
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR i2
a
8683 80-83 80-83 BO-83 � n
e
Y Q
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 0 a .o
r r- ata0 N
O ti
O JJ p
e
Z Il' Lc)LL f0
L) X 9 m
1"NOM. +{ 1'NOM. +{ EXTERIOR W m O Dnta
aCb12"NOM.GLASS o Z n.Z Z
1/4"A GLASS 1/4"T GLASS LL
Ba&3 BITE TYP• O O
1/2"AIR SPACE 1/2"AIR SPACE Z
8 a 74
1/4"A GLASS 1/4"T GLASS--, ® N taays
G]EXTERIOR a EXTERIOR Z "t to
Q z
80-83 - 8683 78 < X -D eros
❑ o
O Z d
=�GLASSTYPE GLASS TYPE 6 >
TYP.GLAZING DETAIL elll -asap saves
GLAZING NOTES: -
'A'=ANNEALED
'P=TEMPERED
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
Window Design Pressure,(+l-psf) Usa Btis tatrla
for Glass 1
1/8"A Cap-Airspace-1/8"A Type:
Window Long Side(n) TABLE DIMENSIONS MAY BE
Dimensions 51.05 54 58 58 82 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
18 +601-93.7
+801-926 +80/-91.9 +80/-91.3 +801-90.3 +80/$9.8 +801-88.9 +801-88.2 +801-87.5 +801-86.9 +801-86A +801-86.1 LONG LW-ODUCf REVISED
20 +801.86.4 +801-85.2 +80%84.5 +801-83.5 +80/$0.6 +1-79.4 +/-77 +/-75.2 +1-74 +/-73.1 +/-72.2 +/-71.5 SIDE as4-0yins with the Florida
d.
22 +80/-80.3 +/-75.2 +1-73.3 +/-71.5 +/-68.4 +/-67 +/-64.4 +/-625 +/-60.7 +/-59.2 +/58 +/57.1 ��- LONG SIDE 2oilding.N
24 +1-75.6 +/-71.3 +1.68.2 +1-65.7 +150.7 +/-58.5 +155.3 +/-53.1 +/-51.1 +1-09.7 +/•48.2 +/-47.3 T Accapttim st.]JN (a -,k2O
Fapimtion Date
26 +/-71.7 +/-70.2 +/-67 +/-63.5 +/56.7 +/54.7 +/50.9 +/47.7 +/-45.5 +/43.7 +/-12.3 +/-41.2 SHORT
28 +/-68.3 467 +/58.1 +l-63.5 +1-56.3 +/-54 +/-49.5 +/-45.5 +/-028 +/-40.3 +138 +/-37.1 SIDE Mio Dade Product Con
30 +/-65.6
+/54.1 +/53.2 +152.4 +/56.9 +1-54.4 +/49.7 +145.4 1 +/42.1 +/-38.9 +136.4 SS DET
c� 32 +/-63.2 +/51.7 +/-59.9 +157.8 +/54.9 +/-50.2 +/-45.9 +1425 +/-38.9
a
>
rn
34 +/-61.2 +/-59.6 +/58.8 +/-57.8 +/56.3 +/55.1 +/-50.8 +/-46.4 +1-43.2 n
36 +/-59.6 +/-57.9 +/56.8 +/-55.9 +/-54.4 +/-53.7 +/-50.8 +/-46.6 LONG SIDE
U) 38 +/-58.2 +1-56.4 +/55.3 +/-54.3 +/-52.7 +1-52 +1-09.5 T rc
n
40 +/-57.1 +/-55.1 +/-54 +/53 +/-51.3 +1-50.5
O:C.SPACINGIF ANCHORING MAX.O.C. SHORT SPACING IF ANCHORING � LONG
42 +/-58.2 +/.54,1 +1-52.9 +/51.8 +/50 THROUGH THEFRAME PERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SIDE SIDE
44 +/55.5 +/53.3 +/-52 +/-50.8 Q
++ Y
AP PUESTOA,6,CORDANCHORS APPUESTO EORF ANCHORS J- >
46 +1-54,9 +1526 4/-51.1 (SEETABLE2) (SEETABLE3) d' -
48 +/-53.5 +1-50.8 ss° 4° } rn6 r- 0 co 00
.t a p
51.05 +/-50.6 04 04
_ I SHORT _ O
'I SIDE r` J J Cq L 0 8 ❑
Z LL to LL- (a uw°e0
=111 ' r
TABLES: V U X- o
Window Design Pressure,(+I-PSI) We t3bb W In O `r 92 00 .0
for Glass 2 0> Y ^
1/8"T Cap-Airspace-1/8"T Typo, z a z °��' ? co 01
Anda, Long Side(in) O � O
Dimensions 60.926 64 68 68 70 74 77 80 84 87 92 97 99 Z m¢ m
32 +80/-98.2 +801-96.6 +801-95.6 +801-94.7 +80/-93.9 +80/-924 +801-91.4 +801-9D.5 +80/-89.5 +80/-5B.7 +801-87.7 +801.86.7 +801-86.4 � f-
34 +80/-94.5 +80/-928 +60/-91.8
+80/-90.9 +801-90 +801.88.5 +801.87.5 +801-86.6 +80/-85.5 +80184.7 +801-83.6 +8D/-826 +80/-823 0 91 .Z WW I=�4s
36 +80/51.4 +80/-B9.6 +801-88.5 +801-57.6 +80/-86.7 *80185.1 +80/-84 +801.83.1 +80/-81.9 +801-51.2 +/50 +/-79 +/-78.7 ' U) F-
38 +BO/-58.6 +801-86.7 +a0/-85.6 +80134.6 +80/-83.7 +801-52.1 +80/-B1 +/-BO +/-78.8 +/-78 -+/-76.9 +1-75.8 D ❑ LU Z
Is
40 +80/-86.3 +801-84.3 +80/-83.1 +B01-82.1 +80/-81.1 +/-79.4 +/-78.3 +/-77.3 +/-76 +/-75.2 +/-74 a W 0- sl0
u- X D. o
42 +801-84.2 +801-821 +801-80.9 +/-79.8 +1-78.8 +/-77 +/-75.9 +1-74.8 +1-73.6 +1-72.7 O LL Z N
44 +80/-52.4 +80150.3 +/-79 +/-77.9 +/-76.8 +/-75 +/-73.7 +/-72.7 +/-71.4 u� Z a �
N 46 +801-50.9 +/-78.6 +/-77.3 +/-76.1 +/-75 +/-73.1 +/_71.8 */-70.7 a.
0 48 +/-79.7 +/-77.3 +/-75.9 +/-74.6 +/-73.5 +/-71.5 +/-70.1 La111 •nss0 sauaS
y 50 +1-78.6 +1-76.1 +/-74.6 +1-73.3 +/-72.1 +/-70
52 +/-77.7 +/-75.1 +/-73.5 +/-722 +/-70.9 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPAO NG IF ANCHORING -
THROUGHTHEFRAME PER SHEEN 3&4 THROUGH THE INTEGRAL FIN PER SHEET NOTES:
54 +/-77,1 +/-74.2 +1-72.8 +/-71.2 APPUESTOB,CORDANCHORS APPLIES TO F ANCHORS 1)BUCK DIMENSIONS SHOWN. '
56 +1-76.6 +/-73.6 +/-71.9 (SEE TABLE 2) (SEETABLE3) ...-,•,-
58 +/-76.3 */-73.1 15.5' 4^ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE -
60.926 +/_76.1 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 THEARCHRECNRAL - ,"�':-•-
WINDOWWILL COMPLETELY FITWITHIN. -
A.LYNN MILLER,P.E.
P.E.0 58705
TABLE 6:
Window Design Pressure,(+/-psi Use this table TABLE DIMENSIONS MAYBE
for Glass $ ORIENTED VERTICALLY OR
3/16"A Cap-Airspace-3/16"A Type: HORIZONTALLY AS SHOWN.
Window Lon Side(In) LONG
SIDE
Dimensions 69.65 1 71 73 75 78 1 80 85 86 89 92 96 99
�- LONG SIDE
32 +/-76.9 +/76.4 +/-74.3 +1-725 +/-70.6 +1-69.3 +/-66.2 +1-65.7 +/-64.1 +/.62.6. +1.80.8 +/-59.8
34 +/-73.7 +/-73.3 +/-71.3 +1-69.7 +/-66.8 +1-65 +/-61 +/-60.3 +/-58.1 +/-56.3 +/-54.7 +/-53.8 PROmpCTRwVIS[D
SHORT ns complying with the Florida
36 +l-71 +/-70.5 +/89.8 +l 87.9 +/84,4 +/-62.5 +/-57.2 +/-56.3 +/-54.7 +/52.9 +/50.9 +/49.7 SIDE Building Code
+/.63.5 +/-61 +/55.6 +154.9 +/-527 +/50.6 +148.2 +/-06.4 SHORT ExpiraAmeption
Dat I -b(o24.11
38 +/•88.8 +/•88.1 +1-67.4 +/-66.8 � SIDE BxpimtienDate !��
40 +1-68.4 +/55.9 +155.2 +/-64.6 +/•83.2 +/-80.7 +/55.1 +/-54.2 +/52 +/-49.7 +/-06.4 +145.2
By
42 +154.6 +/•84 +1-63,3 +/-826 +/51.7 +/-60.5 +/-55.1 +/-54.2 +/-51.7 +/49.1 +146.3 +1-04.5 htiam eProAst
+1-62.9 +/-62.4 +/-61.6 +/-60.9 +/-60 +/-59.4 +/-55.1 +/-54.2 +/51.8 +149.1 +/46.1 +1.44.5 �- LONG SIDE -�{
44 ;
A52
+/-61.5 +/-60,9 +/-60.1 +/-59.4 +/-58.4 +/57.6 +/55.1 +/54.2 +1-51.8 +/49.3 +/46.3 +/44.5
+1-04.6
S-48 +/.60.2 +/59.6 +/58.8 +/-SB +/-57 +/56.4 +/55 +/54.2 +/-51.8 +/49.5 +/46.4 w
c
•°vl +/-59.1 +1-58.5 +/57.8 +/-56.0 +/55.8 +/55.1 +153.7 +153.4 +/51.8 +/-09.5 +/46.6 SHORT / LONG rc
n +/-58.1 +1-67.5 +1-56.6 +/-55.8 +/-54,6 +/-54 +/-52.5 +/52.2 +/51.5 +/49.3SIDE / / SIDEtN +/57.3 +/56.6 +/-55.7 +/54.8 +/-53.7 +/53 +/-51.4 +151.1 +/-50.4
+158.8 +/55.8 +/-54.9 +/54 +/52.8 +/52 +/50.2 _ Q
57 +/56.3 +/55.5 +/-54.5 +/-53,8 +/52.4 +/-51.6 +/-50 NOTES: Y
1)BUCK DIMENSIONS SHOWN. � � U)
60 +/55.5 +/-54.7 +1-53.6 +/-528 +/-51.3 +/50.5 SHORT m 3:
MAX.O.G SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 2 FOR SIZES NOT SHOWN,ROUND UP TO THE SIDE ❑ � O
62 +/55.1 +154.2 +/-53,1 +/521 +1-50.7THROUGHTHEFRAMEPERSWEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET NEXT AVAILABLE SHORT OR LONG DIMENSION. a ti n alo0 O N
64 +/-54.8 +/-53.9 +/-52.7 +/51.6 0 04 C"I W
66 +/54.5 +/53.6 +/-52.4 APPLIES TO A,B,C OR DANCHORS APPLIES TO EOR F ANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), -1 M 00
(SEE TABLE2) (SEETABLE 3) FIND THE SMALLEST SQUARE WINDOW SIZE IN O M J p 28 ❑
68 +153.6 +/53.1 Z u- to tL m -a 2
15" 3"FORE ANCHORS,4"FOR F ANCHORS THE TABLES)ABOVE WHICH THE ARCHITECTURAL
69,65 +/52.6 WINDOW WILL COMPLETELY FIT WITHIN. U U X Ln 6
o co -on
W m Y I DMa
TABLE 7. Window Design Pressure,(+/-psi Da"e1°table z n z °�' Z to orn
for Glace 4 Q V1 LL
3/16"T Cap-Airspace-3/16"T Typo: z p3 O
Window Long Side(11 3 F
Dimensions 81.52 ffi 85 87 89 92 94 97 99 103 107 110 113 118 122 126 132 138 144 ;, O LL Lays
48 +80/-94 +80/-93.3 +801-92.5 +801-91.7 +801-91 +801-89.9 +801-89.3 +80%88.4 +801-87.9 +801.86.8 +80/-85.9 +80/85.3 +80/-64.7 +801-83.8 +80/53.1 +80/52.5 +801-81.7 +801-80.9 +801-60.3 ® a Z 0=
� U)
48 +801-91.6 +80/-90.9 +801-90.1 +801-89.3 +80/-88.5 +801-87.6 +801-66.8 +80%85.9 +601-85.3 +801.84.3 +801-83.3 +80%82.7 +801-821 +80151.2 +80/50.5 +/_78.9 +/-79 +/-78.3 3C co Z
50 +801.89.5 +80/-88.8 +801-87.9 +80/-87.1 +801.88.3 +801-85.2 +80/-84.5 +801.83.8 +80/-83 +801.82 +801-81 +80/-80.3 +/-79.7 +/-78.7 +/-78.1 +/-77.4 +/_76.8 S< W W elms
52 +801.87.6 +80/-86.9 +801.88 +80155.1 +80/-84.3 +801-83.2 +80/-82.5 +801-81.5 +801-80.9 +/-79.8 +/-78.8 +/-78.1 +/-77.5 +/-76.5 +/-75.8 +/-75.2 o X a o
54 +80/-85.9 +801-85.2 +801-84.2 +801-83.3 +801-82.5 +801-81.3 +801.80.6 +/-79.6 +/-79 +/-77,9 +1-76.9 +/-76.2 LL Z
+/-75.5 +/-74.5 +/-73.8 � C7
58 +801-64.4 +80f-83.8 +801-82.6 +801-81.7 +80/-80.8 +/-79.7 +/-78.9 +/-77.9 +/-77.3 +/-76.1 +/-75 +/-74.3 +/-73.7 +1-72.6 w
O Z W d
5B +80153 +B0/-82.2 +80/-81.2 +801-80.2 +/-79.4 +/-78.1 +/-77.4 +/-76.3 +/-75.7 +/-74.5 +/-73.4 +/-727 +/-72 > ❑
60 +801.81.8 +80151 +/-79.9 +/-78.9 +/-78 +/-76.7 +1-76 +1-74.9 +/-74.2 +1-73 +/-71.9 +/-71.1 oLl!1 •'sac soueS
.m 62 +80150.8 +/-79.9 +/-78.8 +/-77.8 +1-76.8 +1-75.5 +/-74.7 +/-73.6 +/-72.9 +/-71.6 +/-70.5
N
64 +l-79.8 +/-78.9 +1-77.8 +/-76.7 +/_75.7 +/-74.3 +/-73.5 +1-72.4 +/-71.8 +/-70.3
0 67 +/-78.8 +/_77,7 +/-78.4 +/-75.3 +1-74.3 +/_72.8 +l-72 +/-70.7 +1-70
o
CD
+/-78.3 +/-77.3 +1-76.1 +/-74.9 +/-73.8 +/-72.4 +/-71.5 +/-70.3 „
+1-77.7 +1-78.7 +/-75.4 +/-74.2 +/-73.1 +/-71.5 +/-70.6
+/-77.2 +/-76.1 +/-74.8 +/-73.5 +/-724 +/-70.8+/-78.8 +/75.7 +/-74.3 +/-73 +/-71.8 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACINGIFANCHORINGTHROUGHTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
+/-76.5 +/-75.3 +/-73.8 +/-72.5APPUE5T0 B,COROANCHORS APPLIESTO FANCHORS+/-76.3 +/-75 +/-73.5 (SEE TABLE 2) (SEETABLE3)
+/-76.2 +/-74.9 15.5" 3.3"
+/-76.1 1 1A.LYNN MILLER,P.E.
P.E.H 68705
TABLE 8:
Window Design Pressure,(+/-psf) l sotable TABLE DIMENSIONS MAY BE
form Giese $ ORIENTED VERTICALLY OR
114"A Cap-Airspace-1/4"A typo: HORIZONTALLY AS SHOWN.
Window Long Side(in)
LONG
f46
81.52 83 85 87 89 92 94 97 99 103 107 110 111 SIDE
�- LONG SIDE
+/-67.1 +/-66.7 +1-66.1 +/-65.3 +/-63.2 +/-60.1 +/58 +/-55.1 +1-53.6 +/-51.3 +/48.8 +/46.8 +/46.4 P
+/-07.9 +/-48.3 +/-05.7 PRODUCT REVISED
+/65.4 +/65 +/.64.3 +/-63.8 +152.8 +/-59.8 +/57.6 +/-54.9 +/-53.5 +/-50.6 as Complying wish the Florida
+ +/-07.3 +/-05.9 +/-45.4 SHORT Building Code
+/-63.9 +1-63.4 +/-62.8 +/-622 +/61.6 +/-59.4 +/-57.2 +/54.9 153.5 +/-50.6 SIDE Aowpwmx N"1+/-62.6 +/-82.1 +/51.4 +l-60.8 +/60.2 +/-59.2 +/57.1 +/-54.7 +1-53.5 +/-50.6 +/-07.5 +/-05.7 +1-45.4 SHORT Lxpimlion a+161.4 +/-60.8 +/60.2 +/59.5 +/58.9 +/-58.1 +156.9 +1-54.7 +153.3 +/-50.6 +/-07.5 +1-05.9 +/-45.4 SIDEB1,+/60.3 +/-59.7 +/59 +/-58.4 +/57.7 +/-56.9 +156.4 +154.5 +/-53.3 +1-50.4 +/-07.5 +1-05.9 +/-45.5 Miun 0"da PtnJk v
+/-59.3 +/-58.7 +/58 +/-57.3 +/56.7 +/•55.8 +/55.3 +/54.4 +/53.1 +/-50.4 +/-07.7 +/•45.9 +/-05.5LONGSIDE+158.5 +157.8 +/-57.1 +/-56.4 +1-55.T +/-54.8 +/5q.3 +/53,5 +/52.7 +/-50.4 +J-07.7 +1-05.9- 62 +/57.7 +/-57.1 +/56.3 +1-55.5 +/54.9 +/-53.9 +/53.3 +/-525 +/-52 +/49.9 +/47.7 LONG N
64 +/57 +/-56.4 +/-55.5 +1.54.8 +1-54.1 +/-53.1 +/-52.5 +/-51.7 +/51.2 +/-49.3 SHORT / SIDE >
SIDE N
r 87 +/-56.2 +/-55.5 +/54.8 +1-53.8 +/-53 +/-52 +/-51.4 +/-50.5 +150 n
in 68 +/55.9 +/-55.2 +/54.3 +/-53.5 +/-527 +/51.7 +/51.1 +/-50.2
70 +/-55.5 +/-54.8 +/-53.8 +/53 +/-52.2 +/-51.1 +1-50.4
72 +/55.1 +/-54.4 +153.4 +/-52.5 +/-51.7 U) ¢
+/-50.6 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING NOTES: -I SHORT I_ ; 8 (: -�aa
74 +154,8 +/54 +/53 +l-521 +/-51.3 1)BUCK DIMENSIONS SHOWN. 'l SIDE F O a O o
THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SNEET4
76 +/-54,6 +/-53.8 +/52.7 +/51.8
APPDESTOA,B,CORDANCHORS APPLIESTO E OR F ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE >0 a al"O O O
78 +153.8 +/-52.9 +151.8 (SEE TABLE 2) (SEETABLE3) NEXT AVAILABLE SHORT OR LONG DIMENSION. O 1`
80 +152.6 +1-51.8 15" 2.6'FOR E ANCHORS,4"FOR FANCHORSJ M
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), J rn o e p
81.52 +/51.5 FIND THE SMALLEST SQUARE WINDOW SIZE IN Z LL Lo LL cD .".O
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL =L
WINDOW WILL COMPLETELY FITWITHIN. UU X -6
TABLE 9: Use thistable F-W m O OMa
Window Design Pressure,(+/-psf) torGmss g C5> p Y a
1/4"TCap-Airspace-1/4"T z °' ¢ c'
LL
Window Long Side(In) p _j O
Dimensions 64.85 86 90 92 94 97 100 102 1 105 109 112 116 120 124 128 133 138 144 Z co
46 +80/-96.2 +80/-95.7 +801-94.2 +g01-93.5 +gOf•92.g +801-91.9 +801-91.1 +801-90.5 +601.89.8 +801-88.9 +80/-88.2 +BOC-87.5 +801-86.7 +BOC-86.1 +g0%85.6 +80!•84.8 +80%84.1 +80/-83.6 O W laays
48 +80/-93.7 +801.93,2 +80%91.6 +80/-90.9 +601-90.2 +801-89.3 +Bd-88.4 +80%87.9 +80/•87.1 +801-66.2 +80/-05.5 +Bat-84.7 +801.84 +801.83.3 +80/-82.7 +80/-82 +BO!-81.3 +80/60.6 ® Z W
50 +80791.5 +801-91 +801-89.3 +801-98.6 +801-87.9 +80%86.9 +801-96 +80/-86.5 +80/$4.7 +801-83.7 +80/A3 +80t-82.2 +801-81.5 +80f-80.8 +801-80.2 +/-79.4 +/-78.8 +/-78.1
y
52 +80%89.4 ;80 B.9 +801-87.2 +00/•86.5 +801-85.7 +80%84.7 +801-93.8 +80%83.3 +80/$2.4 +801-81.5 +80/-80.8 +/-80 +/-79.2 +1-78.5 +/-77.8 +/-77.1 +/-76.4 O co Z
54 +80/-87.6 +80/•87.1 +801-85.3 +80/64.5 +801-83.8 +801-828 +80'-81.8 +801-81.2 +80/-90.4 +1-79.4 +178.7 +/-77.9 +177.1 +1-76.4 +1-75.7 +/-74.9 alaas
¢ W x
a X d O
56 +801-86 +801-95.4 +801-83.6 +801.82.8 +801-82 +801.81 +1-80 +1-79.4 +/-78.5 +/-77.5 +1-76.8 +/•75.9 +/•75.1 +/•74.4 +/-73.7 O ,u.-I Z t4
58 +80%84.5 +801.83.9 +80%82.1 +80/•81.2 +BN-80.4 +1-79.3 +/-78.3 +1-77.7 +/-76.8 +/-76.8 +/-76 +/•74.2 +/-73.3 +/-72.6 w r o
60 +80%83.2 +80/•82.6 +B0/-80.6 +1-79.8 +/-79 +/-77.8 +/•76.8 +1.76.2 +1-75.3 +1-74.2 +/-73.4 +/-72.5 +1-71.7 O Z W
j 0 a
62 +80/-82 +801-81.3 +/-79.4 +/-78.5 +/-77.6 +/-76.5 +/-75.4 +/-74.7 +/-73.8 +1-72.7 +1-71.9 +/-71, ogle -asap cauas
+8 64 +801-80.9 +80/-80.3 +/-78.2 +/-77.3 +1-76.4 +/-75.2 +1-74.1 +/-73.4 +02,5 +/-71.3 +/-70.6
rn 66 +/-g0 +/-79.3 +/-77.2 +/-76.2 +/-75.3 +1-74.1 +/-72.9 +/-72.2 +/-71.3 +/-70.1 1 t
N 68 +/-79.2 :+1-78.5 +/-76.2 +/-75.2 +/-74.3 +/-73 +/•71.9 +/-71.2 +1-70.2 ,
70 +1.78.4 +1-77.7 +1-75.4 +1-74.4 +/-73,4 +1-72.1 +/•70,9 +/-70.2
72 +/-77.8 +/-77,1 +/-74.7 +173.6 +/-72.6 +/-71.2 +/-70
74 +/-77.3 +/-76.5 +/•74 +/-72.9 +/-71.9 +1-70.5 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING �-
76 +/-76.9 +/-76 +/-73.6 +/-72.3 +/-71.2 THROUGHTHE FRAME PERSHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
78 +/-76.5 +1-75.7 +/-73 +/•71.8 .'
APPLIES TO B,COR DANCHORS APPLIES 7D FANCHORS
80 +/-76.3 +1-75.4 +/-72.6 (SEETABLE2) (SEETABLE3)
83 +/-76.1 +/-75.1 15.5" 3.2'
04.85 +/-76
A.LYNN MILLER P.E.
P.E.p 58705
1.376" 3.500. .500, 3.500' 3.500"
.062- X62- .062-
30
5 .06V
ANCHOR COVER 1.4..
1.4;3' 1.483" 1.483 1.483'
F-]
864' aor.�j .6
25.
625,
1.375" J--CHANNEL FE 2 FLANGE FRAME INTEGRAL FIN FRAME EQUAL LEC4BOX FRAME
.
T
ALUMINUM
.864* SILICONE STRUCTURAL HOT-MELT BUTYL REINFORCEMENT POLYISO6 DESICCANT FILL AREA
175" SILICONE REINFORCEMENT
BUIYLENS 5/16'NOK
STRUCTURAL_ 11,V'NOM. FOAM 3/18"NOM. 5/16"NOM. SEAL
POLYISOBUTYLEN WITH BUITYL& SILICONE SEAL
WITH DESICCANT % DESICCANT ROLL-FORMED
DESICCANT OZ STAINLESS STEEL
O 1" .—J EXT.GLASS$ EXT.GLASS EXT.GLASS E)Cr.GLASS
-a I T L
INT. —INT.GLASS INT.GLASS
MITERED INT.GLASS
CORNERS WITH
INTERIORAND en KODISPACE a SUPER &DURASEALO XL EDGETm
EXTERIOR 4SG TPS SPACERWNXT TM
WELDS SPACER s3SPACER
TABL 10:
Part# Description Material
—Iffo-7--fi--channel Frame PVC
117
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC
5 620133 Anchor Cow PVC PRODUCT RbvisED
5 6 720136 7/8'Glazing Bead PVC os'
FRAME Buili C.
ASSEMBLY DETAILS7 720135 1"Glazing Bead PVC Avccr
7 74 Backbedding,GE 7700 or Dow 791
I Silicone P,
1 78 1 71646N ISetting Block(7/8"x I"x 118'},86 5 duro. EPDM By
lyliam
EXTERIOR
L
..N'
E
No.58*05
VINYL FIXED WINDOW NOA(NI) gig/
14
11,
Part 9 Description Material NOTES: 20 0
1)SOME P '0
FITS NOT SHOWN FOR CLARITY. BOM&ASSEMBLY J ROSOWSKI '0'.
80 Kommerllng 4SG TPS Spacer System
See this 2)J-CHANNEL FRAME SHOWN,PARTS#1. F
81 Quanex Super Spacer nXr with Hot Melt Butyl OTHER FRAME TYPES APPLY.
Sheet for 3)ITEMS#B-73.7&77,79&84-89 ARE NOT a JR-05105/16-ADDED SPACERS
82 Quanex Duraseal Spacer USED AND ARE NOT PART OF THIS CERT.OF AUTH.#29296 70
'
83 Cardinal X Materials I Edge Spacer APPROVAL. 1070 TECHNOLOGY DRIVE
4)ROYAL PVC TO BE LABELED FOR AAMA
T—FER&CE TEST REPORTS:FTL-8717,8968&8970 EXTRUDERCODE. N.VENICE FL 34276
(941)-480-4 PW-5420 NTS 16 9 OF 9 io s MD-5420.0 a 4 A A.LYNN MILLER,P.E.