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Prbduct Aourmal Menu>Product or Aoplicallon Search>Application List>Application Detail .
FI1 r
Application Type Revislon
Code Version 2017
Application Status Approved
ou
'"Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Uj
ArchivedLLJ 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 Represehtative Lynn Miller, P.E.
Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext 21142
Imiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
CategoryCL
Windows I 1'i
Subcategory SIP gleFNufigy,
0
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
LUValidated By Miami-Dade BCCO-VAL
J Referenced Standard and Year(of Standard) 9tanda1d Year
Ulm_-u TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/25/2018
Date Validated 10/15/2018
Date Pending FBC Approval
Date Approved 10/25/2018
Summary of Products
FL# Model,Number or Name Description
239.1 SH-200(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes fLaaL R2G t�,CAC 17Q,f3007_.I�cI
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/01/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance Fl_239 1126 II 17063001-.ildf
(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:
239.2 SH-600(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI-239 1241 C (:A _I7U 7.)f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/26/2021
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063Q0�)df
(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:
239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL231R2ti__4,_yAc�, 17��3y�9t3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/26/2021
Design Pressure:NIA Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL7.39 R26 11 1%06300F3JZSJF
(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:
239.4 SH-800(Large Missile Impact) Multl-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL239 &?_6 C CAC i7gfi�i 3 f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice.of Acceptance FL239 R26 II 17063QQ3,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:
239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL2aL_R2LL A 17 53_QQ4.,.I?d f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade,County Notice of Acceptance fl„2.3.9. R26 II 170 3004,ndf
(NOR)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:
239.6 SH-5400(Non-Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes I t 2 _i3�0 �_GgC t7 fiaao6.,>df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance Fl-_39 32.6 II 1,7063{) (i_,1,,) f
(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:
239.7 SH-5500(Large Missile Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes EL7.;zLB2fi c C Af 17ne3%ns.ofif
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance R.239 R26 TI 17063005.ndf
(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:
239.8 SH-7600A(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes E4? } R2(� C CAC $ 00.07.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/23/2023
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance EL219_. 2_6 I7 1_$-043.41..Q?,Wf
(NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information, Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
233'9 SH74
77Q`OA(I area MisSfle Itttpact) .`- .. rigie Hung iNind'ow t' >}:
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes ELZ_3q_R?fL_C .Cry l:$..9430 06.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/23/2023
Design Pressure:N/A Installation Instructions
Other:Please see Mlaml-Dade County Notice of Acceptance EL2-33 g�$ II 18 OQ_.L1 pd(
(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:
aacFr Next
y,Qntarl Ic::
2601 Blair Stone Road,Tatiahassnp Fi M99,Phone,650-467-1674
The State or Florida is an AA/EEO employer.Copyritt t 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 e
mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails
provided may be used for official communication with the licensee,However email addresses are public record,If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click AM.
Product Approval Accepts:
Credit Card
Sate .
I I
MMIAAMDAD1E MIAMI-DADS 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,miamidade.eovteconomv
PGT Industries,Inc.
1474 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-Jude County Product Control
Section(In Miami-.Dade County) and/or the A.HJ(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
Coda including the High Velocity Hurricane Zone.-
bESC ''TxON:.Series c<SH7'7OOA'�A4uminu'm, nglet Yin V4'tndoyy .;L 14 SI
f
APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)",
sheets I through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been .filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or :its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MIAMI UADE CQUNTY NOA No.18-0430.06
tt Expiration Date: August 23,2023
Approval Date: August 23,2018
fff Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets I
through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test, per FBC,TAS 202-94
4) 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 an aluminum single hung
window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7835.1, dated 04/03/18, 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 FBCJAS 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
window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.
FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated 04/23/18,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
Manuel-1 rez IMi.
Product ConutrIl—Exa iiner
NOA No. - 30.06
Expiration Date: August 23,2023
Approval Date: August 23,2018
E- I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: -EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"-Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808-02 issued to Kuraray America, Inc. for their
"SentryGlasg (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 61h Edition (2017), dated April 24, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 24, 2018,1issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez, PX
G. OTHERS
1. None.
Manuel r
M, Per
�ur F
Manue
C
Product control E a ner
er
N r4OA 0 0.
. IS- 30.06
OA Na.O. IS
Expiration Date: August 23,2023
Approval Date: August 23,2418
SERIES SH77DOA IMPACT RESISTANT SINGLE HUNG VONDOW 17AW161 MAX.O.c DESIGN PRESSURE RATING IMPACT RATING
I)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WTTH THE REQUIREMENTS OF ra. VARIES PER GLASS TYPE. LARGE&SMALL MISSILE
THF-FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). SEESHEETS2-5 IMPACT RESISTANT
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR
INSULATED CLASS INSTALLATIONS ABOVE 30'!N THE HVHZ,THE OUTBOARD LITE(CAP)
MUST BE TEMPERED,USE ONLY GLASS TYPES S,7,12,113 OR 15.
17-314"MNK. 17,314- 52.118"MAX-SUCK WIDTH3)FOR MASONRY APPLICATIONS IN MLAM14)ADE COUNTY.USE ONLY MIAMI-DADE COUNTY (17-114'BUCK) Ham(, 4-11116"MAX.
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE B (9'MAX.BUCK).SEE D.C. D-SEE 5-101AX.041
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN,KSI SHEETS3&9 F SHEET 10
PER ANCHOR TYPEC.S EF
7
A,SEE iOAN
4)ALL WOOD SUCKS LESS THAN I-1, THICK ARE TO BE CONSIDERED IX INSTALLATIONS. SHEETS$ 711 SHEETID bli.*d Duk 1' o"
IX%,V-000 SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD
11 Ly
SUCKS DEPICTED AS 2X ARE I-li2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)
SPACED
SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
WOBEStell AND INSTALLATION IS THE RESPONMRrrY OF THE ENGINEER.(EOR) ANCHORS PER
TABLES 6 7 17-3A6"=.O.C.
OR ARCHITECT OF RECORD,(AOR).
0 01
MAX.
TERIAL SHALL BE BEYOND WALL DRESSING OR MAX.
5)ANCHOR EMBEDMENT TO BASE MA EMBEDMENT, TIP
83
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. 12-1'16-MAX-O-C TO SUCK
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY x j
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE By OTHERS AND IS BEYOND TIP HEIGHT
EQUALLY BARGED HEIGHT
THE SCOPE Of THESE INSTRUCTIONS- PER
MAX.0 C.
R
TABLES 6 9 7
-mAX HERE THE PRODUCT IS
6)ji4 SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION W
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING NO APPLIED LOADS. 9-11T MAX, LA- S'MAX. LU F
— 6
Of L. -
a �E- 9 co
7)OCSIGN PRESSURES: MAX.BUCK)--j o
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER
ASTM E1300. t 0 cv =ax 0
B POSITIVE CESIGN LOADS BASED ON WATER TEST PRESSURE STRUCTURAL0
9 CYCLE __j NO co Z
TESTING AND GLASS PER ASTME1300. f ()-i C3 z C'
ARE
— 53-lnr&W,'nPTO-nPVML)11--T-""_I-VVEEP-40TCH 4-11/16"MAX. LU CD
C.DESIGN LOAOS BASED ON ALLOWABLE STRESS DESIGN.ASO. EACHEND EACH END z LL'T
AT AT :r Ui 5 t-
45,,THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THOAINDLCADSELEVATION-FOWTYP-FLANGE FRAME ELEVATION FOR TYP-FIN FRAME SHOWN WTH W-0"6 R
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE STRESS INCREASE -J
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1,6 LOAD DURATION FACTOR Z ;Aso
SHOVVN,!-WIT.HElQUAL—LITE.,CONFIGURATION- CONFIGURATIONC)
EQUAL-LITE CONFIGURATION w <
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO >2 cc
0
OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE ;i a o z
CONTACT WITH TABLE 1:ALLOWABLE GLASS TYPES
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Glass DP USER INSTRUCTIONS: 0
Description(Listed from Exterior to Interior) Table 1)DETERMINE THE SITE SPECIFIC WINDOW OPENINGS DESIGN z
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Type PRESSURE REQUIREMENT FRO"ASCE7.
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING PVS,118"AN 2 LU
4 1 W .6
JURISDICTION 2 113/16"uG:118"AM CAP,ARS PACE,1/8"AN..090"PVB,118-AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),VANOOW
10)REFERENCES;-TEST REPORTS FrL 78-7835.1&7B-7835.2;ELCO ULTRACON NQk,ELCO 1 3 113116'UG:1/8'TP CAP,AIRSPACE,1/B'AN. 09T PVB,118"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR MNOOWS DESIGN
-P"'S'I/ — PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE Z F-
CRETEFLEX NDA:NATIONAL DESIGN SPECIFICATION FOR V40W CONSTRUCTION, 4 11w RS'.m- a,HS 4 REQUIREMENT FOR TI-IIE WINDOW OPENING z
DESIGN PRESSURE EQ
ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL 5 3.116-AN,.0"PVB,3116-AN 4 OBTAINED IN STEP I <
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 6 13116'In 3116-AN CAP,AIRSPACE,i;8"AN,-090`PIVIS.1/S'AN 4 0
�: Z w
7 13/16'UG:3JI6'TP CAP,AIRSPACE,118*AN,.090'PVB,119-AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7., cc ILI I--
8 3116'AN,.GgO*SG,3116*AN 5 =) Z 1:
FIGURE A:AL E SH CONFIGURATIONS D SHAPES 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEEP 8 -J LU U)
9 3116"HS..090"SI3.3t16'HS 5 FOR EQUAL LEG INSTALLATION OR SHEEP 9 FOR INTEGRAL FIN -<
WIDTH WIDTH WIDTH 10 13116'LIG:11WAN CAP,AIRSPACE,1/8*HS,GWSG,i/8"HS 5 INSTALLATION,
11 13116'LIG 118"AN CAP,AIRSPACE,W16"AN_090"SG.3/16AN 5
11 — NOTEDESIGN PRESSURE RATING DETERMINATION IS THE SAME
k --.2 lyl6-UG:1/91 TP CAP,AIRSPACE,US-HS.-09T SG.1/8-HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR LYNN
401 IT - EQ ir
13 UG,.IZ TP CAP,AIRSPACE,3116"ALV, SG,3116'AN UAL LEGISOX).
m S2 'ENS
-HS..090'SG, I s <(%
14 13/t6'LIG:3/lr AN CAP,AIRSPACE, 118
w = w 15 13116-UG-.3110TP CAP,AIRSPACE, IfS-HS..09T SG,118'HS _5 No.58705
ff
SG--KURARAY SEXMGLAS'INTERLAYERBY GENERAL NOTES.. ................................
KURARAY AMERICA,INC. ELEVATIONS �---I
CODES I STANDARDS USED., PVB-KURARAY TROSIFOL"PVB INTERLAYER BY S-P
DESIGN PRESSURES?GLAZING DETAILS. 2-4
RADIUS-TOP RECTANGULAR 0. ST,TE OF
WITH •CUSTOMFLORIDA BUILDING CODE(FBG).STH EDITION R%,
WITH PROVIEW KURARAY AMERICA INC. ANCHOR QUANTITIES--............................. -S-6
-2017 FLOR
ASTM E 1300-09
, i�"
SASH SASH AN ANNEALED INSTALLATION,FLANGE�.......... -7 S�
Sf
-ANStfAF&PA NDS-2015 FOR V40M CONSTRUCTION HS HEAT-STRENGTHENED INSTALLATION,EQUAL LEG-..........................._.8
ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES -ALUMINUM DESIGN MANUAL,AOM-2015 TP-TEMPERED INSTALLATION,INTEGRAL FIN-. 9
MAY Be USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING -AlSi S100-12 EXTRUSION PROFILES................... lo /J I1tli ttt ft
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE -AISC350-10 ASSEMBLY&PARTS LIST......................... 11 A,LYNN MILLER,P.E.
TABLES ON THE FOLLOWING SHEETS. PJE-058705
----
O a v s Tip l0 Tip Wight � .
AP
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