HomeMy WebLinkAboutNotice of Acceptance File Copy RECEIVED
MIAMI•DADE MAR 12 1011
MIAMI—DADE COUNTY,FLORIDA
mck ME Parmittir;g aaaartment PRODUCT CONTROL SECTION
�Z. L Y7I ® ,,�1 05 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOA ) �JJ Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) CODE COMP A, IMe.1Mmidade.gov/buildin¢
PGT Industries,Inc. ST. LUCIE COUNTY
1070 Technology Drive
North Venice,FL 34275 BOCC
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.
PP g
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"PW7720A"Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, dated 04/12/13,with revision E dated 03/11/20, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 18-0430.05 and consists of this page 1 and evidence pages E-1,E-2,E-3 and
E-4,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MIAMMOE00Ut�fV NOA No.20-0401.10
Expiration Date: February 19,2024
Approval Date:August 06,2020
T7/28120 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-7720A.1,titled"Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13,with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.05)
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, Duraseal®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 Idahnis Ortega,P.E.
(Submitted under NOA No. 16-0629.14)
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 an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
3. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test, per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5)Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 ah4 07/31/03 respectively,a ed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.02)
Manuel Perez,P.E.
Product Control Ex r
NOA No.20 0401.10
Expiration Date: February 4
Approval Date:August 06,2020
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 611
Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under NOA No. 18-0430.05)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc.for their
"Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.for their
"SentryGlas®(Clear and White)Glass Interlayer"dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers-Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property-Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb./in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.05)
2. Statement letter of no financial interest, dated April 20,2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under NOA No. I8-0430.05)
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia,P.E., Produ Control Unit Superviso .
(Submitted under NOA No. 18-0430.05)
Manuel Perez,P.E.
Product Control E i r
NOA No.20 0401.10
Expiration Date: February 4
Approval Date:August 06,2020
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
4. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez,P.E
(Submitted under NOA No. 17-0614.11)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda,P.E.
(Submitted under NOA No. 17-0614.11)
6. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D.Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
7. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/12/17 and
expiring on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.MD-7720A.1,titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13,with revision E dated 03/11/20,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 ASTM F588 and TAS 202-94
along with marked-up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983
silicones,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.:
Manuel Perez,P.E.
Product Control E er
NOA No.20 0401.10
Expiration Date: February 4
Approval Date:August 06,2020
E-3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
B. TESTS (CONTINUED)
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)
FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal)
FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and
FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idahnis Ortega,RE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 6tb
Edition (2017),prepared by manufacturer, dated 04/19/18 and revised and updated to
the FBC 711 Edition (2020)on 03/19/20, signed and sealed by Anthony Lynn Miller,
P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America,Inc. for their
"Kuraray SentryGlas®XtraTM(SGXTm) Clear Glass Interlayer"dated 05/23/19,
expiring on 05/23/24.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6"Edition (2017) and the
FBC 7th Edition (2020),dated March 10, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated March 10, 2018, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0430.05, issued to PGT Industries, Inc. for their Series
"PW7720A"Aluminum Fixed Window—1,441, approved on 08/23/1 d expiring
on 02/19/24.
Manuel Perez,P.E.
Product Control Ex r
NOA No.20 0401.10
Expiration Date: February ,2
Approval Date:August 0 ,2020
E-4
GENERAL NOTES:SERIES PW7720A
IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING
VARIES, LARGE S SMALL MISSILE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE _ SEE SHEETS 25 IMPACT RESISTANCE
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH
VELOCITY HURRICANE ZONE(HVFIZ). 49"TIP-TO-TIP WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 46"BUCK WIDTH 48"BUGK WIDTH 46"BUCK WIDTH
REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE W IN THE HVHZ, 45-1/4'VISIBLE 45-1/4'VISIBLE .45.1/4"VISIBLE PRODUCT REVISED
THE OUTBOARD LITE(CAP)MUSTTEMPERED. LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH as eom Wing with the Florida
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY --� 6-12°MAX. —� W MAX F,SHEET 8 2'MAX. Building Code
MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED B,SHEETS D,SHEET 7 H.SHEET 9 NOA-No. 20-0401.10
FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASI7JI C90 CONCRETE
Eu Iration Dale• 2/1912024
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE I I I By:
4)ALL WOOD BUCKS LESS THAN I-12"THICK ARE TO BE CONSIDERED Mlam ade Produ o trol
1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS A I C I E.SHEETS
INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X SHEET6 A BUCI( SHEET7 C �• G,SHEETS E.G E)UPDATED TO FBC 2020,
ARE 1.12•THICK OR GREATER.IX AND ZX BUCKS(WHEN USE SHALL I HEIGHT 4 I BUCK I o REVISED ANCHOR TYPE
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. I— HEIGHT --'----- •- TABLE
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY r 93-1�" r 93.1/4•
OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). 12"MAX. / VISIBLE IT MAX. / 93-1/4• / S BLE JR-03111/20
O.C. LIGHT O.C. VISIBLE
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL N BEYOND WALL T I / HEIGHT I / LIGHT 1 I U(FIT
HEIGHT
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. r -{{—
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE I I / 9r I I / HEIGHT I / 98" te1 Y W
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL TIP-TO BUCK LU a •n•a
SFALINGIFT.ASHING STRATEGY FOR WATER RESISTANCE OF I TIP I 5°MAX I HEIGHT r $
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE HEIGHT O.C. 0 40 �
OF THESE INSTRUCTIONS. I I I }n 7100 O Q
CON K N
6)MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE f 1 O LU
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE
OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS, I I z LL � --ci
MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED L�B—� �— 12'MAX.O.C. 6" (+D�{ �—12"MAX.O.C. F.H I =Li,�{ W g
ON THEM BY THE WINDOW. 6-1/2"MAX. MAX. r MAX. IT _ 5"NWC.O.C. F Z � j •oN
7)DESIGN PRESSURES: TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME o O Oz s>au
A PRESSURE
DESIGN LOADS BASED ON STRUCTURALlCYCLE LEST r 0 O
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. ELEVATION ELEVATION ELEVATION Z O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, Q ; 0
STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS
PER ASTM E1300. FIGURE 1: -1
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. GUIDE TO SHEETS: 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK F W
MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. ® Z ab 1•av9
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO GENERAL NOTES........._.............1 ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME D
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN ELEVATIONS................................i MEMBERS,SEE FIGURE 1,THIS SHEET. 3e" 3: LU F
PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS......................2-5 pZ 0 Z
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS DESIGN PRESSURES.................2-5 12'O.C. WIDTH -I F'-WIDTH--I I---•WIDTH----I I--WIDTH--I F O Z alnag
` USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT INSTALLATION,FLANGE.............6 MAX. I
Tr-- -- ---, r —L TSCOME INTO CONTACTWITH OTHER DISSIMILAR MATERIALS SHALL INSTALLATION,EQUAL-LEG.......7 MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR INSTALLATION,INT.FINA...........8 ICORROSION RESISTANCE INSTALLATION,ANT.FIN B........_.9 �I I I W Z
CORNERASSEMBLY...................10 p p m p X W
9)REFERENCES:TEST REPORTS FTL3835,3850,7212&1 B-7763;ELCO EXTRUSION PROFILES................10 A _ = I =I I =1 I 1 LL- (O d
ULTRACON NON DEWALT ULTRACON+�NOA;DEWALT/ELCo PARTS LIST...................................10 " 1 1 L J .L L— JL. •N1 0 seue5
CRETEFLEX NOA;ANSIMFBPA NDS FOR WOOD CONSTRUCTION WIDTH—�{ WIDTH�{ {+-WIDTH+{ It•WIDTH
AND ALUMINUM DESIGN MANUAL TABLE 1: f`_ —_ —_
10 THE 7720A SERIES WAS FORMERLY CALLED THE 720/820SERIES. Typo Desce Ion Sheet Tr T , TC— —)' T ;,�� 0�1Y•LY.Iv
CODES/STANDARDS USED: # 0 A/ �y ,/j QC1�? LICENSF
1 7/ir Lams 3/16"An-.090•PVB-3I18"HS) 2 p 1/" p i� pp 1� •,•1,1
•2020 FLORIDA BUILDING CODE(FBC),7TH EDITION 2 7/16'lamp(3/1B'HS-.090•PVB-3718"HS) 3 = _ _1 _ No.58705
•2017 FLORIDA BUILDING CODE(FBC),STH EDITION 3 1-1118'Lamp.K3 16"T-7l18'Alr-3116•An-.09T PVB-3116"HS 2 1 .l. L J '
•ASTM E1300-09 4 1-1/16'LemL IG(3/18"T-7116•Ah-3H6°HS-.09W PVB-3/16'HS) 3 --D ;
•ANSUAF&PANDS-2018FORWOODCONSTRUCTION 5 7N6'Laml /16"An-.090'SG-3/16'An 4 I�WIDTH �{ I— WIDTH ♦*WIDTH--► WIDTH
-•-I %� )°(
•ALUMINUM DESIGN MANUAL,ADM-2015 a 7118'Lamp iB"HS-.080'SG-3/16'HS 5 —— ——— r——— r— —1 —— Si TE 0
•AISI SIM16 Tr— T T Tr_ -'�'.. r'!V
7 1-v16"LemI.IG 3l16•T-7/16'Alr-3/18'An-.a90'SG-7118"An 4 I I y,(r I ' ''•:c10R101,,.•''
THIS SYSTEM HAS BEEN TESTED TO MEETTHE400 FT-LB "SG•=1'KURARAY SENTRYOLAS®IPTTERLAYER"BY KURARAYAMFJZICA,INC. "� I ,�(� III M
I I '��14/ONAL S \
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF "PVB"-'KURARAY TROSIFOL®PVB INTERLAYER'BY KURARAY AMERICA,INC. 1 ? I T I I x 1111 111 T T1
ANSI Z97.1 WHEN USING GLASS TYPES 60R 8. .L 1 1 A LYNN MILLER,P.E.
P.E.058705
TABLE 2:
Window Design Pressure(+/_psf)for Glass Type 1
Lona SIde,7I ton In 7116"LAMINATED
68.7/8 73 77 81 85 89 93 97 101 105 110.12 GLASS STACK
31 +1-B0 +/-80 +/.SD +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/.80 +!•80
33 +/-80 +/-80 +/-BD +/-SD +/-SD +/-80 +/-80 +1-110 +/-80 +/-80 +/.80 .090"PVB INTERLAYER
35 +/-80 +/-80 +I-so +/-so +/_80 +/-80 +/-80 +/-W -Am N-79.8 N-79.4
37 0-80 +/--80 +1.80 +/-80 +/-80 +/-80 +1-79.7 +1-77.2 +/-75.1 +/-73.4 N-722 3/16"ANNEALED GLASS 3M6"HEAT STRENGTHENED GLASS PRODUCT REVISED
39 +/-B0 +/-80 +/-90 +/-80 +/-So +i-7S1 M-75.2 +/-72.5 +/-70.3 +/$8.5 +146.3 as complying with the Florida
91 41 +/-80 +/-$0 +1-60 +/-70.8 1-77.2 N.74.3 +/-71.3 +1-67.9 +/-85.1 +/-63.4 +/.81.8 4 Building Coda
43 +/-80 +l--80 +A80 +1-77.4 +/.74.3 +/-71.3 1.68.2 +/-64.7 +/-61.6 +/-59.8 1-58.2 11 NOA-No. 20-0407.'10
K 45 +/-80 +/--80 +/-78.9 +1-75.4 +/-721 1.68.9 1.65.6 +1-622 +1�.7 +1-57.5 Ex Iratlon Dote• 2/'19/2024
F47 +1-80 +/-80 +/-77.2 +1-73.6 +/-70.1 1-86.8 HA3.5 41.60.3 +1-57.7 - 5B" I-- LONG SIDE
49 +/-60 +/--79.3 +/-75.6 +/71.9 -1-m3 1.64.9 +/-61.5 +/58.2 GLASS BITE
51 +/-SD +1-77.5 +1_74.1 +/-70.3 +/$8.7 1.63.1 H-59.7 1� Mlam ad®Product-6o trol
6f 53 +/-79.1 +/-75.6 +/-72.4 +/-68.8 +/.85.1 1.61.5 -
55 +1-77.4 +/-73.8 +/-70.5 +1-67.3 +/.83S SHORT
sT +/-75.e +/.72 +!Be.e +/Ssa TEXTERIOR SIDE y� E)NO CHANGES THIS SHEET.
59 +/-74.2 +/.70.3 +/46.8 Y" 20 13 JR-=11120
81 +/-72.7 +/-6&7 +/-65
83 1712 1.87.1 GLASS TYPE 1
65 +/59.7 +/.85.5
87 +/.68.3 LONG SIDE
88.7/8 1 +/-87
i)TIP.TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1 FROM THE TIP.TO:nP DIMENSION IN ,y °7 R W
THE TABLE TO DETERMINE THE WINDOW SIZE SHORT SIDEA LU a N -8
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. It r-
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS y �-
COMPLETELY FIT WITHIN. C7 cmaloe K N
TABLE DIMENSIONS MAY BE t� W - rz
TABLE 3: ORIENTED VERTICALLYOR p-1 Q Z Fe0 d
Window Design Pressure(+/.,psQ for Glass Type 3 HORIZONTALLY AS SHOWN. Z _X LU u"°
UUdLU
Lona Side.Tip to Ti N N
F-LLIZ °
B8.80 -8 77 81 85 89 93 97 1-8 105 1/-80 GLASS STACK G16"LAMINATED Z DM0
31 1.80 1-80 +/50 +/50 +/-60 +m +/-80 +/50 1-80 +/50 +/-60 GLASS STACK o L .- o
33 1-80 +/-80 1-60 +/.Sp +/.80 +1-9D +/-80 +/.Bp +/-80 +R80 +l-60 �Z f.. � LL
3/16'HEAT
35 H-SO 1-60 N50 +/50 +/-00 +/-80 1-80 +/� +!-!n H-gp �!-8D STRENGTHENED GLASS QQ
37- +/-80 1 +/..80 1-80 +/-80 +/-8p +/-e0 80 +/.80 +/Sp +/.80 +!-BD 3/76'7EMPERED GLASS J a 0
39 I50 /-so +/50 +/-80 +150 +1-6) M-80 +/-80 +/-79.4 +/-76.4 +1-74.3 3fifi"ANNEALED GLASS a ►-
S 41 +/-60 N$D 1-80 +1-80 +/-80 */-Bg +/-80 +1-76.7 1-73.5 r/-70.9 */� 7/16"AIRSPACE ,09D"� -`' SHORT ® y W Io°4S
43 +!•80 1-80 1-80 +1-80 1-80 +6BD +/-T7 +/-73.1 159.6 +/-66.9 +/-65.2 11 INTERLAYER �1 SIDE �+ Z ? o
0 45 +l-60 +/50 +/-80 +/-so +/-80 +1-77.8 +/-74.1 N-70.3 1-67.5 +/539
47 +1•80 1 I50 1-00 1 +1-80 1-792 1 +1-75.4 +/-77.7 1 1.68.1 +/•85.1 zz (A Z
49 1.80 1.80 1.80 +/-80 1-77.2 +/-73.3 1-89.5 +/55.8 5 F W
sle Z n�
$ 5T +/AO +/5 1 1 1
0 -80 -79.4 +/-75.3 r/_71.3 -87.5 Q
53 +/-80 +/50 1-80 1-77.7 +1-73.5 +/-69.5 GLASS SITE
55 +/-80 +P80 +1-79.8 +/_76 +/-71.B 1-3 ` LONG 0O CZ7
m 57 +1-80 +/-80 +F775 +/-73.8 �" SIDE �a W W
59 +/-80 1-79A */-75.4 EXTERIOR
61 1-80 +1-T7.8 1-73-9 LL ❑ O'
63 +1.60 +/75.8 ib 21 13 apl -°sa0 6a1!°S
85 +/78.8 +1-74
887J6 +l-749 GLASSTYPE3 I SHORT 'L1Nnl//�'�.;
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION IN -'{ SIDE �a'C�;.•''�ICEN�F��C��i
THE TABLE TO DETERMINE THE WINDOW SIZE
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. � No.58705
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS - 1L,=
COMPLETELY FIT WITHIN.
=�� '•. J ATE F
"",z0tVAI IENG��`
A LYNN MLLER,P.E.
P.E#ISMS
TABLE 4:
Window Design Pressure(+/-,pet)for Glass Types 2 3 4
Long Side,Ti to Ti in)
e8.7/8 1 73 77 81 85 89 93 97 101 105 110-1/2 113 117 121 1 125 129 133 137 141 145
31 +/-80 +/-80 +/-80 +/-00 +1$0 +1-80 +/-80 +/-s0 +/AO +1-80 +/-60 +/-W +/-W 41-80 +/-80 -/-80 +/-80 +/-80 +/-80 +1.80
33 +/-80 +/-80 +/-80 +/-80 +/-80 +/_80 +/-80 +/-80 +/-so H$0 +/-80 +/-00 +/-80 H-80 +/.NI +/-80 +/-80 +/-80 +/-80 +/-60
35 +/-80 M-80 +/-80 +Tvi +/-60 +/-80 +/-So y.80 +"0 +/-80 +/-80 +/-80 +/-80 +/-80 +/-0 +/-80 +/-80 PRODUCT REVISED
37 +/-80 N-80 +/-80 +/-80 N-80 +/-80 +/-80 +1-80 +/-80 +/i0 +/-80 +1-80 +/-80 +M0 +/-80 +/-80 as complying with the Florida
39 +/-80 +/-80 +1-80 +/-80 +/-80 */-60 +/-60 +/-80 +/-80 +Y80 +/-80 H-BO +/-80Building Code80 r/-80 NOA-No. 20-0401.10
41 +/-80 +/-80 +/-80 +/-80 +M0 +/-80 +/-80 H-80 +/-80 +/-80 +/-60 +/_80
43 +/-80 +/-80 +/-80 - +/-60 +/-80 +M0 +/-80 + +/.80 +/�80 -1-80 IratIon Date• 2/19/2024
F 45 +/-80 +/-80 +/-80 +F80 +/-80 +/-80 +/-so +/-80 +/-80 +/-80
47 +/-so +/-80 +/-80 +/-00 +/-80 1 +/-00 +/-80 + +/-80 By:
F 49 +/-80 +1--80 +1-80 +/$0 +/-80 +/-80 +/-80 +/40 Miam ade Produ o trol
v 51 +/-80 +/-80 +l-80 +/-80 +/-80 +1-80 +/-80 E)NO CHANGES THIS SHEET.
53 +/-80 +/-80 +/-80 +/-80 +P80 +/-79.1
t_ 55 +/-80 +/-80 +/-80 +/-80
v, 57 +/-80 +/-80 +/-80 +1-79.1 ,s JR-0311120
59 +/-W +/-80 +/-80
z
61 +7-80 +1-80 +1-79.3
63 +/-80 +/-80
65 1 +l-80 +1-80
67 +/-80 cn W
68-716 1 +1-80 a to 752,
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ?��
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FITWITHIN. �- slap O o
t9(V 2 A
o Lu
Oro z s p
Z LL (DLLF
J uww0
W U od0 ❑
7 'aN
t-1/16`NOM. TABLE DIMENSIONS MAY BE o C7
JM0
GLASS SMACK ORIENTED VERTICALLY OR Z CN
7/16'LAMINATED I� 7H6'LAMINATED o Z O
GLASS STACK I l GLASS STACK HORIZONTALLY AS SHOWN. FQ= W LL
.090"PV13 INTERLAYER 3/16•TEMPERED GLASS 3/18"HEAT STRENGTHENED GLASS �DE J m C)
3/16"HEAT 3116"HEAT STRENGTHENED GLASS LONG SIDE
3/16'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE ,090•pyg INTERLAYER ® W IaayS
4 11 SHORT R Z (_
11 SIDE p O fn
5/8° 5 518' L ,� SHORT I_ Z (L °was
GLASS BITE GLASS SITE SIDE f s Z o
1.3 1-3 w ❑ C7 N
z X W
EXTERIOR EXTERIOR �—LONG SIDE —� E ❑ D.
a20 13 a 5.7 21 13 epl nse0 seusg
GLASS TYPE 2 GLASSTYPE4 sLIORT Ei LONG
SIDE A' SIDE
*� No.58705 •��
SHORT - I^
SIDE 7 �f.LD .-����'•, TA E ORRkk"
Cis 'toRlOA,.•••
,TOI
NAL 0� `\�
A LYNN MILLER.P.E.
P.Ed 58705
TABLE 5:
Window Design Pressure(+l-,oaf)for Glass Type 5
LcrnigBkis'n bT n 7116"LAMINATED .�.I
6&718 73 77 MW4 81 85 89 93 97 101 106 109 110-1/2 GLASS STACK
37 +9W-130 +9W-127.6 +81Y-123.5 +W421.7 4W-119.8 +101-118.6 +W1-11&5 +80/•111 +W-108.5 +9N-106.3 +9W-104.5 +90IM06.5 +9N-104.5
39 +901-125.1 -gW-120 +W-114.6 +9M•1128 +901-111 4901.107,E +9Y-104.5 +8N-101.7 +9W.99.5 +901-97.7 +W.9&l +901A4.8 +9N•94.1 .090"SG INTERLAYER
41 +hid-120.1 48N-113A 4e&-107.3 4M-f05.2 +901-103 +801-100.6 +BM-07.8 410•94.9 490f-92 +1-0.6 N-88 +1-W.5 +/-06
43 +BO1-114.4 +80/-107.6 +9M-102.6 +9M-100,7 +9W-9&6 +BM-95.2 +9M-922 +/-89.1 N-85.8 +1-83 +1.81.4 +1-80.4 +1-80.1 3/18"ANNEALED GLASS
45 49M-1a8.7 +8M-1025 +9M-98.8 +901-97.1 490/-94.9 49M-91 0-87.3 +/-84.1 +/-81.7 +/-79.7 +177.8 +1-7&1 +lass 3H 6•ANNEALED GLASS PRODUCT REVISED
47 +BOW-104.4 +9W-BB.B +BM-95.7 +901•939 +9M-B1.8 4/-87.6 41-83.8 0-87 N-78.B +/-76.7 +/-74.7 +1-727 N-72 as complying with the Florida
49 +BW-101.1 +90f•87 49W-828 +BM-90.B. N-88.5 +/-84,3 N�12 N-7&5 +/•78.1 +/-73.8 N•71.7 +/•89.5 H-88.9 4 11 Building Code
F 61 +W-98.1 +BM-94.1 +BM-80.1 +/4&2 +/-8&7 +/-E2 +/-7&1 N-76.3 +1-73.6 N-71.2 +/-68.0 +/-88.8 N�5.11
a 63 49M-95.3 +BM•9/.1 +/-87A -1-Me N•83.3 +1-60 M77 N-74.1 +/•71.3 +/-W.7 N•88.3 +/-64 N-632 NOA-No- W-0401.10
IJ-68.6
W-925 -1-88.2 N-IA3 N-629 N-81.4 +/-78.1 +1-74.9 N•71.9 +I-09.1 +/A8.4 N-B3.B +1.61.8 H431.2 518" E iratine Date• 2/19/2024
/-69.6 +/-05.3 N-B7.8 N-60s N-78 +/-70.2 4/-73 N•B9.B +/•88.9 N$4.1 N-61.9 +/-80.1 GLASS BITE +- LONG SIDE•87A +/-e28 N-7B.7 N•7&4 N•78.8 +/-74 +A71.1 N-87.9 +/84.8 .+/-22 060.3 B-84.8 N-00.8 N-77.0 +l7&2 N•74.8 +/-71.7 +1-69 N�5.8 +/-as +/A0.8 1-2 ads Produc o lrol
-M6 +/-78A +F74.6 N-732 N•71A +1-68.4 •65.6 N•GLB N fflwe/-80.7 +/-77 +/-73.8 +/-72-2 0-70.4 W-87.3 4W.4 N•62 EXTERIOR SHORT
+/-70 41-75.3 N-71.7 +1-70.2 +1-68.4 +/-e6.2 4/-62.4 20 13 SIDEE)NO CHANGES THIS SHEET.
-77.3 +1-73s +r-70 +/-0e.6 +1 .8 -113.3 .1.1/.73.8 +1.70.2 +/•68.6 O-M.8 +/-829 +1.60.6 JR-03111/20
W-70 +1-68.5 41-63.2 +/411.9 GLASS TYPE 5
6 +l•64.8 1
h
1)TIP-TO•TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1•FROM THE TIP TG-TIP DIMENSION IN THE
TABLE TO DETERMINE THE WINDOW SIZE. �- LONG SIDE -�
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. T-
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS r1 Y W
COMPLETELY FIT WITHIN. SHORT �
SIDE 1
N
Na)a0 O Q
TABLE DIMENSIONS MAY j 4� W a
TABLE 6: ORIENTED VERTICALLY OR p-7 o Z e d
HORIZONTALLY AS SHOWN. Z e• to J Al
Window Design Pressure(41,pal)for Glass Type 7 =W W
Side in C.)U d O
08-7/8 73 77 7"41 81 85 89 93 97 101 105 log 110-12 F
1-1T16'NOM. W .� C7 Shia
31 +BW130 +901-130 49M-130 +9M•190 +9M•130 +9M-73D +BM-730 +9M-130 480/-130 49M-130 +9M-130 +BO/-13D +8M•130 G O
33 +9W-130 +9W-130 +eM-130 +9M•130 +9M•130 +W-130 +9M-13o +gamm +eM.130 +9M•130 +9W-130 +BM-130 +9M-130 GLASS STACK �.1 7116"LAMINATED p 1" 'O' Z f0 O
35 +9M-130 +9M-130 49M-130 +8M•130 +9M-130 +9W-130 +WI-130 +eM-130 +W-130 +9W130 +9W-130 +9M-130 +W-130 I GLASS STACK P ''-Z O tL
37 49W130 49W-130 +9W-130 +9W130 +9M.130 +BW-130 49M•12B.3 +BM-125.4 +901-122-6 +9M•120.1 +9W-1161 +BM•118.1 +9W-Ila! I F W O
39 !1=430 +9W-130 +9W-129.4 +9W-127.5 +9W-12&4 +9W-121.5 OW-11&1 +BW714.9 +9041125 +90%110.4 +9W-10&8 +BW-108.9 +BW108.s 311E°ANNEALED GLASS 0
3/18"TEMPERED GLASS m
41 49W-130 +W-12&3 +9W-121.2 +9W-118A +9W-116.4 +BM-113.6 49M•110.6 +9W-1072 +9W103.9 +9W CIIIA +9W99.4 +9W97.7 +9W-97.1 J
3/18"ANNFJLLED GLASS F
43 +9W-129.3 +8W121.6 +9M-11&5 48W1138 +9W111.4 +BW107.6 +9W104.2 +9W100.6 +8W-97 +BW-9&8 +9W02 +0W-90.B +BW90.5 1 a
45 +9M-1229 +90'-115.8 +9W-111.8 480/-109.7 49W107.3 +9W10ZB +9W9&7 49W-95 4BW-923 +9W90.1 W.9 +BW-85.9 +8W-95.4 7/16"AIRSPACE .090-SG INTERLAYER -I SHORT I_ ,o U) Lu )aa45
47 +9W-118 +9W-1127 +9W10&1 +901.108.1 +9W-103,5 +9W-08.8 +M.04.4 +BW-91.6 +/-88.1 +MR7 +BW-84A +8WB21 +801.81.3 "11 SIDE f" ® .� Z Ix
-' 49 +BM-114.2 +BW10B.8 +9W104.B +BW1027 +6W-100 +80'-&5.3 +9W-B7.8 N-88.7 +/-88 +BM-83.5 +9WA1 N-78.7 N-778 11 y fA
51 +9W-110.9 +W.10&3 +9M-lo1.8 +W-89.6 4B0%96.9 49W-92.7 +/•BB.3 4/-88.2 +8W-83.2 +SW-W.5 -1.77.0 +/-75.4 N-74.5 T ' 7 i-
53 +901-107.7 +BW102.9 +9W-98.7 +9W-98.7 49W.94.1 +9W-90A +/-87 +8WB3.7 +eW-80A +l•77.7 N-74.9 +1-723 N-71A T p .0 03 Z
55 +9W1045 4801.99.6 +9W-95.3 +BW93.7 48M-91.9 +/.88.3 +B0/•84s +13V-81.3 W-78.1 +/-75.1 +/•72.2 +1-69.8 +1-69.1 5 � I F Z � 91n25
57 +9W-101.5 +9W-86.4 +M-925 49W-91 4/A9.3 +8W-W.1 +=-SZ4 N-78.9 +/•7&8 +1•TL5 +/-69.0 NA7.9 a Q
59 +eW-88.8 +eW93.5 +/•90 +/-8.6 +BW-69.8 +8W-93.B +BW-80.3 N-7&7 +1-73.3 +1-7&3 088.2 GLASS SITE
61 +9W-95.6 +9W91.3 M-87.7 +80/-0&2 48W84.3 +8W-81 +1-77.9 +/-74.5 +1-71 N-60.7 1-2 LONG N
63 +BW922 +/-8&1 +BW-84.3 +=-M7 +801-80.7 +/-77.3 M-74 M-71 +/-6&8 SIDE u4 Isc�
es +9W91.2 +/-97 +8W-832 +=-BiA +1-79.6 N•76.1 N-728 V-70 K X Cl)
87 4/-M.3 +=-85 +MV-81 4/-79.4 +1-77.3 +1-73.7 +1-70.5 EXTERIOR LL � 0-
8&7/B +/-873 +801.0.2 N-79.1 +1.774 +/•75.2 +/-71.8 41-69 _ 6- 21 13 eaf •�saa saua
73 +80/-83.2 078.4 N-75.1 +/•73.2 +/•'/1 N-88.4
77 1 N-79.1 41.75.1 N71,4 NE9.9 GLASS TYPE 7 W 11 11 I I I I/
7"4 -1.77.4 4/-7.2 +/-89.9 1 N-88. `�1 !/7
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1•FROM THE TIP-TO-TIP DIMENSION IN THE J SHORT \\1 OpV LYAIN
TABLE TO DETERMINE THE WINDOW SIZE --t SIDE ` '���.•'����NS���/�
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Q� •,���
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS '•,�
No.SE705
COMPLETELY FIT WITHIN. yr;'
T••'•. A F
NgL IENG``�
A LYNN MILLER,P.E.P.E.058705
LE 7•
Window Design Pressure(+/-;psi)for Glass Types 6&8
Long Side,To to (in)
68.7/8 1 73 77 1 78.314 J 81 85 89 93 1 97 101 105 1 109 110-12 113 117 121 125 129 137 145
31 +901-130 +90/-130 +9W-130 +901-130 1 +901-130 +90/-130 +90/-130 +90I-130 +901.130 +90%130 +M-130 1 +901-130 +901-130 +901-130 +901-130 +901-130 +9N-130 +9W-130 +W-130 +90/-130
33 +90/-130 +90%130 +901-130 +90/-130 1 +901-130 +9W-130 +901-130 +901-130 +901-130 +901-130 +90/-130 1 +90/430 +901-130 +901-130 +9w-130 +91Y-130 +W-130 +901-130 +W-130 +9W-130
35 +901-130 +W-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +gW-130 +90/-130 I +9W-130 +901-130 +901-130 +901-130 +901-130 +W-130 +901-130 +8w-110 +BW-110 PRODUCT REVISED
37 +9W-130 +8N-130 +907-130 +9d-130 +90/-130 +9W-130 +9W.130 +901-130 +901-130 +901-130 +901-130 +90f-130 +901-130 +901-130 +9W-130 +901-130 +W-130 +901-130 +80/-110 +8W-110 as comp)ying with the Florida
39 +90/-130 +901-130 +BO%130 +9N-130 +g01_130 +g(V-130 +90%130 +901-130 +90/-130 +9W-130 +901-130 +901-130 +9N-130 +90/-130 +9W-130 +901.130 +BW-110 +BN-110 +B01-110 +BW-110 Butldin9 code
41 +901-130 +901-130 +901-130 +9W-130 +901-130 +901-130 +90/-130 +9W-130 +90/-130 +901-130 +90/-130 1 +901-130 +9W-130 +g0/-130 +80/-110 +801.110 +80/-110 +801-110 +1101-110 +801-110 NOA-No. 20-0401.10
." 43 +901-130 +9W-130 +9W-130 +9N-130 +901-130 +9N-130 +901-130 +901-130 +gW-130 +90/430 +901-130 +901-130 +9N-130 +801-110 +8W-110 +801-110 +601_110 +Bo/-110 +81Y_110 +BW_110 E. Irntion Date- 2/19/2024
c 45 +90/-130 +gW-130 +901-130 +90/-130 +9W-130 +901-130 +90f-130 +W-130 +9W-130 +90/430 +901-130 +801-110 +BW.110 +80P110 +8W.110 +8W_110 +801-110 +60/-110 +801-110
F 47 +W-130 +901-130 +9W130 +901-130 +9W-130 +90/-130 +90/-130 +901-130 +901-130 +9W-130 +80/-110 +80/-110 +801-110 +W-110 +801-110 +BY-110 +80/-110 I +BW-110 By;
E 49 +9W-130 1 +901-130 +901-.130 +901-130 +901-130 +9W-130 +901-130 +M-130 +9W-130 +BW-110 +80I-110 +801-110 +80/-110 +B(Y-110 +801.110 +801.110 +8W110 I I Mlam ade Produ o trot
F 51 +90/-130 +901-130 +9W-130 +W-130 +901-130 +9W-130 +80%130 +89.4/-128. +8W-110 +8W-110 +8W-110 +8W-110 +80/-110 W-110 +801-110 +8W-110
53 +9W.130 +9W-130 +gW.130 +901-130 +9W130 +9W-130 +88.81-128.1 +801-110 +BW-110 +801-110 +801-110 +80/-110 +BW-110 +BW-110 +801-110 E)NO CHANGES THIS SHEET.
$' 55 +901-130 +901-130 +W-130 +90/-130 +W-13088.81-128.1 +8W-110 +801-110 +8W110 +80/410 +8W-110 +801-110 +80/-110 +801-110
VJ 57 +90/-130 +90/-130 +gW-130 +901-130 +89.41.129 +8W-110 +8W-110 +801-110 +80f-110 +801-110 +8W-110 +80t-110 ••
59 +9W-130 +90/-130 +gW-130 89.51-129.1 +801-110 +81Y-110 +801-110 +BW110 +80f-110 +80/-110 +801-110 JR-03111120
61 +9W-130 +gW-130 69.61.129. +BW110 +801-110 +BW-110 +BW-110 +801-110 +81Y-110 +801-110
63 +9W-130 +gW-130 +BW-110 +8W.110 +BO/-110 +BW-110 +sw.ii0 +BW-110 +8W-110
65 +gW-130 +91Y-130 +8(V-110 +81y-110 +BW-110 +W-110 +BW-110 +8W-110
67 -130 +8W-110 +g --111100 +8/-110 +8W-110 +8W-110 +8W-110
68-7/8 +9W130 +8 -110 +W0 +W11110 +6 -110 +80/-110 Ma y •sW+ + +801-110 +80/-110 W
7737 W110 +810 +B .110 +8W-110 >
sa+6W110 +8W-110 y
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROMTHE TIP-TO-TIP DIMENSION It THE TABLE TO DETERMINE THE WINDOW SIZE
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. N woo O Q
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE A90VE WHICH THE OVERALL DIMENSIONS COMPLETELY FTT WITHIN. N
i Z ; d
Z LL C J ---
U V d O
�N
TABLE DIMENSIONS MAY BE p W� O 0Mo
ORIENTED VERTICALLY OR �> ZO d o
1-1/16"NOM. HORIZONTALLY AS SHOWN. Z F to
7l16"LAMINATED 1 GLASS STACK 7/18"LAMINATED LONG g O
GLASS STACK I GLASS STACK SIDE Q Q W
.090"SG INTERLAYER 3118"TEMPERED GLASS 3/16"HEAT STRENGTHENED GLASS �~ LONG SIDE W loa4s
3/16"HEAT 3118"HEAT STRENGTHENED GLASS � I H z
3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE .090"SG INTERLAYER SHORT 1
SIDE Z O in Z
q 11 11 L SHORT
z IL al9
g Q
5/8" 5 518, C3 (Z7 N
GLASS BITE GLASS SITE
W N
1-2 1-2 f-�--LONG SIDE —�-� T+I Lu
sI1 '�ss0 saua5
EXTERIOR DLTERIOR
C] 20 13 a s-7 21 13 SsoLONG
GLASS TYPE 6 GLASS TYPE 8 SIDE SIDE
1+II N0.58705 •�
SHORT
SDE t, UP
0�
70NAL I NG��\
A LYNN CALLER,P.E.
P.Ep 58705
TYP.ANCHOR TYPE,
2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION
OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE C TYPE B EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET
INSTALLATION EMBEDMENT ix WOOD BUCKSTRIP,
TYPE A 1/4"MAX SEE NOTE 2,THIS SHEET
EMBEDMENT I SHIM
TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCT REVISED
EDGE DISTANCE PER SUBSTRATE, as complyingwith the Florida
•'« DISTANCE
EDGE SEE TABLE 8,THIS SHEET Building Code
DISTANCE '•+ B NOA-No. 20-0401.10
�1/4•MAX1. Iraelon Daeo• 2/19/2024
1 SHIM 1
BY:
Mlam ade Product-6o tral
12 USED FOR ALL
E)REVISED ANCHOR TYPE
SIDES E TABLE,UPDATED MATERIAL
8 ARCHITECTURAL a€ PROP.TABLE
SHAPES @ 11.7lB• IXTERIOR
29 O.C.MAX. '�• y' 4 V 11
CONCRETEICMU
PERANCHOR VISIBLE LIGHT WIDTH= 6 JR-03/1120
REQUIREMENT WINDOW BUCK WIDTH-2-3/4"
WINDOW WINDOW BUCK WIDTH I , . ed
CONCREIECMU ro Ill
BUCK EXTERIOR TIP-TO-TIPIMNDOWWIDTH PER ANCHOR
HEIGHT a REQUIREMENT .-
INSTALLATION HORIZONTAL SECTION A-A ca
Tip-TO-TIP METHOD D B ( va4 °� fAr��
WINDOW 1/4" Anchor Suhe08te Min.Edge Min Embedrnem Mex O.C. JO J LU 1�
HEIGHT VISIBLE MAX. Distenw Spacing O Z S d
LIGHT SHIM m me a 1s 1 a 17 S W W -wo
HEIGHT= A eintrn weu-75 min 0.0or 1
M2wA74410SSS— O() d O
WINDOW T A38 Steel 31W 0.067 1T LU— m : •em
BUCK 9 1 Steel Stud Gr.33 MIM aw 0.D45'18 Ga• 1T F••W Ve SMO
HEIGHT- Swthem Plea(SG-0.65) oils, I-wr IT f`LU Z
2-3/4• Alumlmml,6063•T5 rNn 31W a063•• IT Q O
EXTERIOR W12or414SteelS—(G5) Z O_
STEEL SELF-DRILLING A3e Stm ale• D.os3'• iT
Steel Stud Gr.33 min. 3IK 0.04ti 18 Ga• iT
~ O
LL
SINS(G5),SEE TABLE Urrgmuted CMU, f:•BO 2-1/Z^ f-tit^ 1T
1/4 410 SS QeleFIex J m
8,THIS SHEET Concrete(min 3.35 kep 1" 1-3w '1T Q 0
MIAMI-DADE APPROVED MULLION(SEE Concrete min.2.85 ks 1" 1-14' 12, F:Q- raey5
SEPERATE NOA),ALUMINUM,STEEL FRAMING 1/4•Steel UNreeon Concrete min 283 ksi) 241T I-M, IT ® Z J
OR STEEL STUD.SEE SUBSTRATE Ungrouted CMU TM ae0 2-112' 1.114• 12, W
Concrete(min.3 kep 13118" I-W 12" Z
21 PROPERTIES,TABLE B,THIS SHEET 1/4 Steel Nt awn u ed CIVIL,ASTM C-90 f-11T 1-14" IT o O k
6 5118°Steel tstrecmr Concrete min.3.S kep 1-114" 1-314• 12, F Z Z
GWad QdU, STM GB0 2-11T 1.314• 12" S
5 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LU N
1/4"MAX SHIM 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. w W (9
ALL HEAD TYPES APPLICABLE K Q
O-
} 1X WOOD BUCKSTRIP, INSTALLATION NOTES: apll •xa0 saue5
I SEE NOTE 2,THIS SHEET
T 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND Material Mln.F. Mln.F° `1t 11 t lllll/
} EDGE DISTANCE LIMITS. Steel Screw 82 ksi 120 kal `��� q1(LYNN
CONCRETE PER
.�,Q.••""'•-.M/�
EMBEDMENT ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AB"iX',ARE BUCKS WHOSET'OTAL 410 Screw 90 kep 110 ksi `,�•�•.•' 1,iCENSF ��
.. .- REQUIREMENT THICKNESS IS LESS THAN I-12".1X WOOD BUCKS ARE OPTIONAL IF UNIMCAN Elco UltraCorl® 155 ksi 177 ksi •-P
BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS No.587051/4"DoWait UltraCon+® 148 ksi 164 ksl'D("ARE I.12•THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 SS ElcoiVewalt CmteFlox® 127.4 kill 189.7 ke1 G. '
EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY L
INSTALLATION TYP.ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 6063 TS Aluminum 18 kal 22 ksi �_�
TYPE B DISTANCE r AND EDGE DISTANCE PER A38 Steel 38 ksi 58 Kai ��O AT OF •��:
SUBSTRATE,SEE TABLE 8,THIS SHEET 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A Gr.33 Steel Stud 33 Kali 45 ksi JCL ORIDP,.•' \�
VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
SZONAL ,,o
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR III I I I 11111 tit
MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E
P.E1158M
TYP.ANCHOR TYPE, INSTALLATION INSTALLATION
EDGE EMBEDMENT AND EDGE
2X WOOD BUCKSTRIP DISTTA CE DISTANCE PER SUBSTRATE, TYPE G TYPE F EMBEDMENT
OR FRAMING,SEE SEE TABLE 9,THIS SHEET
NOTE 2,THIS SHEET 1X WOODBUCKSTRIP,
h- EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION 1/4"MAX
I EMBEDMENT ~{ SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
TYPES ,.: EDGE DISTANCE PERSUBSTRATE, EDGE PRODUCT REVISED
SEE TABLE 9,THIS SHEET DISTANCE
EDGE "�: 6 as eomptyln0 with the Florida
DISTANCE Building Code
i •..' •� NOA-No. 20-0401.10
L1/4"MAX ', 2 '• E ImIlon Date• 2119/2024
2 SHIM
By
•r'' 71Mlam ads Producl•ea trol
i
12 USED FOR ALL '
sloes of 11 E)REVISED ANCHOR TYPE
8 ARCHITECTURAL EXTERIOR E TABLE,UPDATED MATERIAL
EXTERIOR SHAPES(�11-7/8" ! '. 4 J'� 11 ,£ PROP.TABLE
29 O.C.MAX. V VISIBLE LIGHT WIDTH= �,�JI 5
CONCRETEICMU f WWDOWBUCKWIDTH-2-3W 1 `•�p '
PER ANCHOR JR-03/11120
REQUIREMENT WINDOW BUCK WIV
WINDOW HORIZONTAL SECTION C-C coNCRETE/cMu Sc LU
BUCK INSTALLATION - PER ANCHOR � '�aa
HEIGHT TYPE H REQUIREMENT O .-
TABLE 8' ❑1D rA
114' Min.E02e Mex O.C. �"1- alca N
MAX. Anchor SubsWo Distance Min.Embedment Spacing C7 N
SHIM nil S .5 1 OLJ W I
VISIBLE Q12 or Q14410 SS Strew AlUfolman BOB3•TS fort 3r8" 0. O LL p Z ❑
LIGHT Aid Sleet 3rB' mou3'• 1T i U tp W un,oip
HEIGHT= 9 Sted S Gr.33 min. wr 0.045 1B Ga• 1T d ❑
WINDOW Southern Pirre(SG"D.55) vie, 13r9• 1T U,U a0
BUCK Ahm h m,6083-75 min. 3rB• 0.003•• 1T F Z 7 'aN
atz orsla stem stmw(GS) c w O sma
HEIGHT- EXTERIOR A383tem 31B' 0.0B3'• 1T
23/4" ff
EL SELF-GRILLING Stem Stud,Gr.33 rein. 3ra 0.047 to Oa• 12' O�
z CD
19S),SEE TABLE U muted CMU,ASTM C-90) 2.112• 1-114" 1T Z�''7115 SHEET 1/4.410 SS deteFlez QI- Z U-
ConGde(miR 3.36 ke8 1' 1314' 1T J O O
MIAMI-DADE APPROVED MULLION(SEE Concrete(mla 2.85 ksi 1' 1.Y4• 1T
SEPERATE NOA),ALUMINUM,STEEL FRAMING 114•Steei Ulmbon Concreta(mtrt 26.5 ksp 2-12• I-agr 1T H
OR STEEL STUD.SEE SUBSTRATE ungroutoci CMU. C90 2.11T 1-114" 12" to 1aav5
PROPERTIES,TABLE 9,THIS SHEET 1/4"Sted Uemcmr. Concrete(min 3 kap 1-VIS• 13rB• 1T ® Z Q
Ungrotited CMU,(ASTM C&0 1.11T 1-114• 1T 1 U3 07
21 5riB'Steel IAuacon Conuela(min.3.6 kill 1.114" 13r4 1T Z ? Z
6 Gtwed CM U. 7MC-90) 2.11T 13r4' 1T - F ❑ O alaa5
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE
•UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. J Q
.5 ALL HEAD TYPES APPLICABLE. _1 C-4
1/4'MAX SHIM w ❑ Q rs
INSTALLATION NOTES:
Ir d S
TT tL w D_
} 1X WOOD BUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTANO opt •xaa saua5
I SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS.
Material MIn.F Mitt.F„ ``1111 l l 1 r 1 r 1j1
'. .• '',.'. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X•,ARE BUCKS WHOSE TOTAL
r ��t NY LYFdIy �'�
CONCRETE PER THICKNESS IS LESS THAN 142•.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Steel Screw 92 ksi 120 kill `��,`�0,.•••_•••. tij� '�i�
EMBEDMENT'. ••'•,•'• ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 410 Screw 90 ksi 110 k81 •� UC_NSF (�
. REQUIREMENT "2X•ARE 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF Elco UltraCOrl® 155 ksi 177 ksi �'• '��
" WOOD BUCKSTO BE ENGINEERED BY OTHERS ORAS APPROVED BY 1/4"DeWelt UltmCom® 148 kal 164 ksl 58705 ./.._
AUTHORITY HAVING JURISDICTION. _
INSTALLATION 410 SS ElcoMewalt CreteFlexO 127.4 ksl 189.7 ksl --0
EDGE /1"
TYPEF DISTANCE 1.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE 6083-T5 Aluminum 16 its[ 22 ksi
AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. A36 Steel 38 ksi 68 kill
SUBSTRATE,SEE TABLE 9,THIS SHEET Gr.335teel Stud 33 ks1 45ksi (C •'•FZ ORIDA,.•'• C��
VERTICAL SECTION D-D MULLION NOA APPLIE4.IF APPLICABLE, S TO WHOLE SYSTEM.
FROM EITHER WINDOW OR
111f 1111111\\1
A LYNN MILLER P.S.P.E.9 SM
FIN FRAMES ARE ONLY TO BE USED
TYP.ANCHOR TYPE, ZX WOOD BUCKSMIP INSTALLATION WITH GLASS TYPES 1-4(PVB INSTALLATION
EMBEDMENT AND EDGE --►I EMBEDMENT OR FRAMING,SEE TYPE J INTERLAYER),NOTTO BE USED WITH TYPE K
DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET EDGE GLASS TYPES 5•e,(SG INTERLAYER).
SEE TABLE IQ,THISSHEEf DISTANCE 1/4"MAX
EDGE SHIM EDGE DISTANCE --•►,
INSTALLATION Q DISTANCE 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP O
TYPE I OR FRAMING,SEE OR FRAMING,SEE PRODUCT REVISED
NOTE 2,THIS SHF_ET NOTE 2,THIS SHEET as complying with the Florida
Buliding Coda
TYP.ANCHOR TYPE,EMBEDMENT AND NOA-No. 20-0401.10
I/4"MAX EDGE DISTANCE PER SUBSTRATE, E: Irotien,Date• 2119/2024
3 SHIM 6 SEE TABLE 10.THIS SHEET
EMBEDMENT By:
Mlawl ad.Produe"o itrol
12 USEDFORALL
3 EMBEDMENT
SIDES OF E)NO CHANGES THIS SHEET.
8 ARCHITECTURAL ••
EXTERIOR SHAPES @ 11-7/8. n-,JR-03/11120,
29 O.C.MAX.
a „
EXTERIOR
4 11
WINDOW VISIBLE LIGHTWIDTH m 5 M W
BUCK INSTALLATION WINDOW BUCK WIDTH-2.3ty LU
HEIGHT EXTERIOR TYPE L WINDOW BUCK WIDTH x �-•
1/4" CO
C� sMAX.
HORIZONTAL SECTION E-E ED ol °� N
vlslsLE y
HEIGHT= 9 LIGHT =W pop LU xeip
WINDOW STEEL SELF-DRILLtNG
BUCK MS(G5),SEE TABLE TABLE 10: 1.-LU LU v
HEIGHT- 10,THISSHEET Mln.Edge Melt.O.C. p D,'_� 0 sMc
2�/q. Anchor Substrate Distance Spacing p o
2-1/2"x. 3" ox of out em Pine = .55) 5116" 5 Z H LL
MIAMI-DADS APPROVED MULLION(SEE 2-1/2"x.131"Common Nall Southern PIne G= .55) 370, O
SEPERATE NOA),ALUMINUM,STEEL FRAMING 2-1/2"x.145'Roofing Nall Southern Pine SG=O. 3/6" b" J o
OR STEEL STUD.SEE SUBSTRATE Q
PROPERTIES,TABLE 10,THIS SHEET Southern Pine(SG=0.55) V2" 6"
~ t°°4S
0.093"Aluminum•6063.15 min. 5116" 5^ ® � Z !2 to
#10 x 1"Steel ScretP SI
21 1/16"A36 Steel 5116" 5" F F
6 2X WOOD BUCKSTRIP 0.045" 18 Ge Steel Stud Gr.33 5/16" 6" p O Z
OR FRAMING,SEE 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. F O xl°=s
NOTE 2,THIS SHEET S a
6 �1/4'MAX SHIM W O Z
X Z
INSTALLATION NOTES: UL LL d
°n1 '�SgO seuas
INSTALLATION 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW
TYPE Q EMBEDMENT AND EDGE DISTANCE LIMITS. ����I
`(L
EDGE DISTANCE Ma18rial Min.Fy Min.F.
2.FOR ATTACHMENT TO METAL,THE STRUCTURAL MEMBER SHALL Steel Screw 1 92I¢I 1 120 kel ��a��• LICENSE••��� '�
BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 8063.75 Alurttnum 181�t 221—i •..��
�— EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT 3.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER A36 Steel 361®1 68 W 1t'; N°•58705 _
AND SUBSEDGETRATE.
DISTANCE PER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Gr:33 Steel SWd 33 ksi 45 kd
SUBSTRATE,SEE TABLE 10,THIS SHEET - •
VERTICAL SECTION F-F 3TTr_�
�O�C3;'•.�<ORIDf;,.•'•\`�.��
A LYNN MILLER,P.E.
P.E. 58705
EDGE DISTANCE TYP.ANCHORTYPE, FIN FRAMES ARE ONLY 1-REUSED
2X WOOD BUCKSTRIP EMBEDMENT AND EDGE WITH GLASS TYPES 14(PVB
DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER),NOT TO BE USED WITH EMBEDMENT
OR FRAMING,SEE SEE TABLE 11.THIS SHEET GLASS TYPES 5-8, SG INTERIAYER INSTALLATION
NOTE 2,THIS SHEET ( )' TYPE
INSTALLATION EMBEDMENT
a
TYPE M EMBEDMENT - va"Max SHIM
pfin
IX WOOD BUCKSTRIP,SEE PRODUCT REVISED
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET as complying with the Florida
OR FRAMING,SEE Building Code
NOTE 2,THIS SHEET NOA-No. 20-0401.10
—E1/4"MAX TYP.ANCHOR TYPE,EMBEDMENTAND _ Irotlon Date• 2/1 912 0 2 4
3 SHIM EDGE DISTANCE PER SUBSTRATE. By:
B SEE TABLE 11.THIS SHEET
i .. Mlam ode Producp•Co trot
12 USED FORALL 3 L-O3/11120
D ANCHOR TYPE
SIDESOFEDGE DATED MATERIAL
8 ARCHITECTURAL O SHAPES @ 11-TAr DISTANCE EDGE BLE
EXTERIOR 29 O.C,MAX. •' � DISTANCE
WINDOW INSTALLATION 4 11 CONCRETEfCMU W w W
eucK TYPE O F' PER ANCHOR a 'yea
VISIBLE UGHTWIDTH= 6 REQUIREMENT O
HEIGHT EXTERIOR 1!4' WINDOW BUCK WIDTH-2-M" O
(� SHIM WINDOW BUCK WIDTH EXTERIOR N alc0 0 N
VISIBLE 9 `r HORIZONTAL SECTION G-G I o Z u aIGHTT
HEIGHT- STEEL SELF-DRILLING TABLE II: =uj W
WINDOW SMS(G5),SEE TABLE Min.Edge Max O.C. Do d O
Anchor Substrate Min.Embedmerd W—atqp :3 •oN
BUCK 11,THIS SHEET Distance Spacing t-Z 7 O aN0
HEIGHT. out m Pine SG-0.55) /16" 1 8" 4. Z
z
2-3f4° Alumtnun 6083-T5 min. B' 0. 3"' p
R12 orS14 470 SS ScrewgO.D63"• 4.9' Q A36 Steel 318" 0.067• 4.9' '-• LL
MIRATE NDE APPROVED MULLION(SEE F
Steel Stud,Q.33 min. 318" 0.045 i8 Ge g'4. O
ORR STEEL STUD.SEE SUBSTRATE
ATE
SEPEOA),ALUMINUM, S FRAMING Southern Pine(SG=0.55) 9/16" 1J18" 4.9° � CD
S
PROPERTIES,TABLE 11,THIS SHEET 812 a Aluminum,6063-T5 min. 318'A14 Steel Screw(G5) A36 Steel 1 318" I M . 4.9" $ N 1104s
Steel Stud,Gr.33 min. W 0.0W 1S Ga. 4.9" ® m Z O N
21 1/4"410 SS CreteFlex ceded CMU,(ASTM C-N) 2-l1r 1-1/4" 9" Z r
Concrete(min.3.35 ksl) V 1-3w 9" pp O q~ Z
6 Concmte(min.2.85ksi) 1" 1-314" 9" ¢¢¢F 0 J >fc3s
1/4"Steel UBmeon Concrete min.2.85 ks 2-1IZ' 1.3/8" 9" sZs a Q
5 ed CMU STM C-90 2-12" 1-114" 9' S (j N
�tf4'MAX SHIM Concrete min.3 ke0 1" 1-318" 4.9" O .Z
1/4'Steel Uitmcon. w W
ed CMU,ASTM C.90 1" 1-1/4" 4.9"
5/16"Steel Ultraeon Commie(mtn.3.5 ksi 1-1/4" 1-/4" 9" IL lL 0_
INSTALLATION created CMu,(ASTM c 90) z-t/z' 1�fa° 9-
1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
TYPE N d SEE NOTE 2,THIS SHEET "UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ``1111 I I 1111 f f fr'
ALL HEAD TYPES APPLICABLE ��� ANY LYNN I/,
INSTALLATION NOTES: `����.•'�1GENgF/ry�((�
r
,��p'• °' `'•' Materiel. Min.Fy Min.Fe
EMBEDMENT •• .; 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMFMAND EDGE DISTANCE LIMITS. •.
Steel Screw 92 ksl 120 kal *• No.58705
• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"IX",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 410 Screw 90 ksi 110 k51 G_ _
1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE EIGO UlreCorl® 155 kai 177 k1
CONCRETE/CMU WOOD BUCKS DEPICTED AS"2X"ARE 1-12'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF 6 '. �j /�(.ZO O:
PER ANCHOR �. ,EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. 1/4'DeWeR UltraCon+9 148 kal 164 ksiTE
REQUIREMENT DISTANCE 410 SS ElcolDawalt CreteFlexN9 t27.4 kal 189.7 k9i �„ F<oRIOA,.••' ��
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL gp53-TS Aluminum 16 kei 22 kal pis ••""' C����
BUPPORT TO THE WINDOW FRAME A39 Steel 38 kal 68 kai S/ NAL
VERTICAL SECTION H-H G.
33 steel stud 33 kal
45 kai //lO 11 I r jj111
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO A LYNN MILLER,P.E.WHOLE SYSTEM.
P.E.#58705
BLE 2'.
Item PCiT Part# Description Material 2.784^.—�{ 2.784• � z.784^
# .o9a• .--�•II�— I .o9a•�t�— .094' �II-�
1 4253C Flanged Frame Alum.6063-T5 ma` osz• ma•
2 4285 Equal-leg Flame Alum.6063•TS 7.375• 1.37&,
3 4256 integral Fin Frame Alum.6063-75 1.875°
o7a^ osz•
.438' 500" .438' 500" 438"
4 4255 7116"LamL Glass Beading Alum.6063-T5 1.000• wuor —� r PRODUCT REVISED
5 4254 I.G.Glass Beading Alum.6063-T5 •oso �- - •os0' •D50 as complying with the Florida
1.125° .0n•. Building Code
Be 4224 Installation Fastener Cover Alum.BOt T5 1 FLANGE FRAME OEQUAL-LEG FRAME + NOA-No. 20-0401.10
6b 4224 Installation Fastener Cover Rigid PVC J— FIN FRAME E Iration Dote• 2/19/2024
8 4267 7/16"Lam 1.Glass Beading for Curves Alum-6083-T5 I i� 1 1 I�
9 4269 I.G.Beading for Cunes Alum.6063-T5 970� I I
•348" _`' 1037" (� J 970• �— L ,,I-- •348' Mlmn Dade Prod.5!:!! tml
10 70589C Gasket(at 90^comer joints) Polyethylene 675^ F1 875` �II I 875 875' �I�1 E)ADDED BACKBEDDING.
11 TP'247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 u �J u u
12 81308K Foam Beading Tape T T�{r .050' 050. ���E+—•cso^ �—�II� .0501.2'1JR-03/11J20
I
13 Dow 791,899,983,995 or GE 7700 Backbedding Silicone 7/16"LAMI 1-1/16•I.G.GLASS O INSTALLATION O 7118•LAW O I.G.GLASS
20 71852K Setting Block,Mono.3/18"x 7/18"x 4" N a 5 sa 8 GLASS BEADING 9 BEADING
Neoprene,Duro.85+/-1 GLASS BEADING BEADING FASTENER COVER
FOR CURVES FOR CURVES
21 71704AK Setting Block,I.G.3116"x 1.9/32'x 4' Neoprene,Duro.85+/-1
29 76X114FP #6 x 1-114'FH SMS(Curved Beading) Stainless Steel HOT-MELT w
SILICONE ALUMINUM DESICCANYFILL •�°M
BUrYL POLYISOBUMENE L1
30 781PQX #8 x 1"Quad PH SMS(Assembly) Stainless Steel STRUCTURAL RE]NFORCEMEN7 SEAL 5It6'NOM. IY
75 Kommeding Kodispace 4SG TPS POLYISO• 1/4"NOM. 3116'NOM. SILICONE ❑ 4 0
BUTYLENE WITH 6/1e•NOM. SEAL �-t` 1,50 O
STRUCTURAL BUTYL& (7 N
78 Quanex Super Spacer nXr See this Sheet for DESICCANT ROLL FORMED tV
77 Quanex Duraseal Spacer Materials FOSAMCWRH DESICCC O chi C LU
STAINLESS STEEL J W
78 Cardinal XL Edge Spacer EXT.GLASS DESICCANFOAM
T GUtSS Z LL 0 J -IV
l7(T.GLASS EXT.GLASS 2 W W
INT,GLASS INT.GLASS INT.GLASS INT•GLASS F Z 00Ix
'oN
SAO
KODISPACE SUPER SPACER° DURASEAL® XLEDGET�^ C w W
75 45G TPS 78 NXT� O 78SPACER SPACER Z m 0 M
H
U.
O
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS g ❑
FLANGE 6 EQUAL-LEG FRAMES FOR FIN FRAMES F < Iaovs
9 z o m
ANGLED/CURVED ANGLED/CURVED = 0O to
FRAME ASSEMBLY FRAME ASSEMBLY F ❑ ofc°g
ga
90•CORNER 9U•CORNER N
FRAMEASSEMBLY FRAME ASSEMBLY ❑ C
W � }�
f LL m O_
I I e61 •°s°O seu�
10 I � 10 I �
ALL CORNERS TO j ALL CORNERS TO j �7111111f1/��
USE GASKET I / USE GASKET vvv`v�pD1Y LYNA,
AND/OR SEALANT i I // AND/OR SEALANT I ,`a•�.••�10ElYs.!I1jll�
EQUAL-LEG FRAME d EXTERIOR 1�; No.58705
EXTERIOR
FLANGE FRAME
EXTERIOR O•'• �°� 0 Q;1 An EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR I MITERED FRAME WITH INTERIOR : '•. AT 1 F
J L AND EXTERIOR FRAME WELDS f� I AND EXTERIOR FRAME WELDS %�S''•.<OfjnpA•,•••
OFLANGE FRAME (SHOWN)OR CORNER KEYS AT fL (SHOWN)OR CORNER KEYS AT �/;"y NAL E�G`��
30 SCREW BOSSES.SEALANT AT ALL CORNERS fJ�1971 SCREW BOSSES.SEAIANTATALL CORNERS "O flirt r t ,
30 A LYNN MILLER,P.E.
P.EN58705