HomeMy WebLinkAboutNOA#20-0401.10 Fix WindowsDEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
MIAMI-DADE COU NTY , FLORlDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami , Florida 33175-2474
www.miamidade.gov/buiiding
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted bas 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 th_e 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.
T · appro · · · om ly with the Florida Building Code,
mcluding the High Velocity Hurricane Zone.
DESCRIPTION: Series "PW7720A" Aluminum Fixed Window -L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.l, titled "Fixed Window stallation Guidelines",
s ee , epared 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 RA TING: 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.
RENEW AL 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.
atioo Date: February 1
pproval Date: August 0
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 , T AS 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
Edge™ 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 .
(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 a 07 /31 /03 respectively, · ned and
sealed by Joseph C . Chan, P .E.
(Submitted under NOA No. 03-1105.02)
E-1
Product Contro
NOA No.
Expiration Date: February
Approval Date: August 06, 2020
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 6th
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 glaz ing 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
E lastomers -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 6th 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. 18-0430.05)
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)
E-2
Product Contro
NOA No.
Expiration Date: February
Approval Date: August 06, 2020
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 POT 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 POT 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.:
E-3
Manuel
Product Contro
NOA No.
Expiration Date: February
Approval Date: August 06, 2020
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
B. TESTS (CONTINUED)
FTL-7897, POT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, POT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal)
FTL-20-2107.2, POT CA 740 Alum. Outswing Casement Window (unit 8 in proposal)
FTL-20-2107.3, POT PW7620A Aluminum Fixed Window (unit 9 in proposal) and
FTL-20-2107.4, POT PW7620A Aluminum Fixed Window (unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), prepared by manufacturer, dated 04/19/18 and revised and updated to
the FBC 7th 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 6th 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 POT Industries, Inc. for their Series
"PW7720A" Aluminum Fixed Window-L. .I., approved on 08/23/1 d expiring
on 02/19/24.
E-4
Product Cont
NOA No.
Expiration Date: February , 2
Approval Date: August 0 , 020
GENERAL NOTES: SERIES PW7720A IMPACT-RESISTANT FIXED WINDOW 1) THIS PROOUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). l 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WINO-BORNE DEBRIS REGIONS. FORINSULATEO GLASS INSTALLA TI. ONS ABOVE 30' IN THE HVHZ, lliE OUTBOARD LITE (CAP) MUST TEMPERED 3) FOR MASONRY APPLICATIONS IN MIAMI-OAOE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS ANO CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICKARETO BE CONSIDERED 1X INSTALLATIONS. 1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS A INSTALLED OIRECTL Y TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X SHEL=ET 61• ARE 1-1/2" THICK OR GREATER. 1X ANO 2X BUCKS (WHEN USED) SHALL -BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. ( L WOOD BUCK DESIGN ANO INSTALLATION IS THE RESPONSIBILITY .l_ 49"TIP.·TO-TIPWIOTH r 48" BUCK WIDTH ~ 45-114"VISIBLE ~ LIGHT WIOlli B SHEETel 5-ll2"MAX. , • I 96" BUCK HEIGHT OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12-MAX. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFACIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. o.c. i I/ 93-1/4" VISIBLE LIGHT HEIGHT 12"MAX. o.c. 6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION v.ttERE lliE PRODUCT IS NOT FLUSH TO lliE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, t ! /; I i 97"' TIP-TO TIP HEIGHT MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED B-1 f--12"MAX. O.C. 6" MAX. 1 J ON lliEM BY THE WINDOW. 6-112" MAX. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAIJCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8. POSmVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS ANO GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD. 8) THE ANCHORAGE ME'lliOOS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. lliE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. TYP. FLANGED FRAME ELEVATION GUIDE TO SHEETS: GENERAL NOTES.... .. .. ............ 1 ELEVATIONS... . .. 1 GLAZING DETAILS... . . .... 2-5 DESIGN PRESSURES .. .. .. ......... 2-5 12"0.C. INSTALLATION, FLANGE.... .. 6 MAX. INSTALLATION, EQUAL-LEG ...... 7 INSTALLATION, INT. FIN A ......... 8 INSTALLATION, INT. FIN 8 .......... 9 CORNER ASSEMBLY ................. 10 EXTRUSION PROFILES..... . . 10 Li 6" MAX. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, n12 & 18-7763; ELCO UL TRACON NOA; OEWAL T UL TRAC ON + NOA; DEWAL TIELCO CRETEFLEX NOA; ANSUAF&PA NOS FOR WOOD CONSTRUCTION PARTS LIST.......... . .......... 10 T 11!!5!"5!!!5!!!!!!55!!!!!!!!!!!!!!!!f' AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLEO lliE 720/820 SERIES. CODES/ STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-09 • ANSI/AF&PA NOS-2016 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 • AISC 360-16 TABLE 1· Type Deaonpllon Sheet # # 1 7/18" laml 13/18" An -.090" PVB -3116" HSJ 2 2 7/1!l" Llml (3116" HS -.090' PVB • 3118" HS) 3 3 1-1/16" Lami. 1G 13118" T • 7118" Air -3118" An -.090' PVB • 3116" HS) 2 4 1-1/16" Laml. 1G 13116" T -7/16" Air -3118" HS· .090" PVB • 3116" HSJ 3 5 7118" Lllml 13/111" An -.090' SG -3118" Anl 4 6 71111" laml 13/111" HS -.090" SG -31111" HSJ 5 7 1-1/16" Laml. 1G (3116" T -7/16" Air· 3118" An· .090" SG • 3/111" An) 4 8 1-1/16" Lami. Kl (3116" T • 7118" Air-3.118" HS -.090" SG-3/16" HSl 5 48" BUCK WIO'lli 45-1/4"VISIBLE LIGHT WIDTH DESIGN PRESSURE RATING IMPACT RATING 6"MAX. 96" BUCK HEIGHT VARIES, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANCE 48" BUCK WIDTH ~ 45-1/4" VISIBLE LIGHTWIDTH F. SHEETS -I 1----H, SHEET9 I I E,G 2"MAX. I I/ ! /; 93-1/4" VISIBLE LIGHT HEIGHT 1 ! 93-114" VISIBLE LIGHT HEIGHT I 5"MAX _J i l o.c. 1 96" BUCK HEIGHT JJ L1o-t I-12"MAX.0.C 2"MAX. J F,H j L 5" MAX. o.c. TYP. EQUAL-LEG FRAME ELEVATION TYP. FIN FRAME l;_Ll:YATJON SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK ANO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE RGURE 1, THIS SHEET. f,---WIDTH--t I-WIDTH --I I-WIDTH-! I-WIDTH -J r~□---7 r□-7 r,01 r,□-7 [ill / I~ / lffi I 8 I :i: I :i: I :i: I I :i: I I 1------l lL -llL __ ..J f,---WIDTH--< f-WIDlli -I I-WIDTH -J I-WIDTH -I w:1::sr01~r~ 1 ... _______ 1 1U 1U 1--WIDlli----l I-WIDTH -I I-WIDTH -J I-WIDlli -J THIS SYSTEM HAS BEEN TESTED TO MEETTHE-400 FT-LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. "SG" • "KURARAY SENTRYGLAS.-INTERLAYER" BY KURARAY AMERICA, INC. "PVB" • "KURARAY TROSIFOL • PVB INTERLAYER" BY KURARAY AMERICA, INC. Tr~------7 T~ T~ rp:7 I I 11 I i1 I ' ~ I 1------l' 1' ' l PRODUCT REVISED ::::,::'t.::r. with -Florida NOA-Ho. 2~1.10 Ext!.'.~ Dat•~2119/2024 By: lt/a,w/4 -· t~ Mla"'tO_-Produc• . rol E) UPDATED TO FBC 2020, "I REVISED ANCHOR TYPE ·~ TABLE . .. & JR-03/11/20 ~ o.., 8~ ...J ...J s;! 0 IL CO z .... :cw Q @~~ 1-w ~ o>,.. ~ . ~ ... z -~ ffi ll: s:: i ~ !!I ~ Cl 0 ll! ~ u: z 0 ! w olJ (/) ~ z ...J ~ w z w C> w ON QMO ~ IL 0 I 8/lf,t__l.?!!!'.l_lS~/~~S! \\\\\llll/1111 ,, '/ LY,, '1 ,-'' a,0.. .... :.1.:tv Ii/•<-::.-:.:''~~---·\,\cENs'"?··<~<-(\.,.,...--:.. ~ 't : ·.',p .-:: :· N 5870c: ·. :::. I *; . 0. • ., >\-~ --o·O~~~--::-;) ·.. It O .: '-'-~--:. Q '.. St,TF O :· Iii~ -:;._,'},_· •.. ,c-l0·{1 ... I'-.··if,, .... ••'>'''5's ·· .... ,_.-: .. ··.~0 , ... '1,1/0NAL ~\,,'' 1111,111\\\\ A LYNN M1LLER, P.E. P.E.# 58705
TABI.E2· Window Design Pressure(+/., psi) for Glass Type 1 Lona Side 11D 1011D (in) ""-'~ 73 77_ 81 ._. 89 93 97 101 105 110-112 31 +/. +/-80 +J-80 +/-00 +/-00 , +l-80 +l-80 •/-80 +J-60 +/-00 +l-8/J +l-80 .,.,., +J-80 +-80 +l-80 +1-80 +l-80 +/-60 +l-80 +l-80 .. _ +. ~ +J-80 +/-80 +/.tJO +/-80 +/-80 +/-80 +/-80 +/.80 +/-79.8 +/-79.4 ,7 , +I-+/-80 +/-«J +/-80 +J-80 +/-80 +/-79.7 +l-77.2 +/-75.1 +/-73.4 +/-72.2 3Y -.,-. +l-80 +/-80 +/-«J +l-f!JJ +/-78.1 +/-75.2 +/-72.5 +/-70.3 +/-66.5 +/-66.3 41 +/-80 +/-80 +/-l!O +/-79.8 +1-77.2 +/-74.3 +/-71.3 +/--67.9 +/-65.1 +/-63.4 +/-61.6 ,g_ 43 +/-80 +/-00 +l-(!J) +J-n.4 +/-74.3 +/-71.3 +/-68.2 +/-64.7 +/-61.6 +/-59.8 +/-58.2 a. ,. +/-M +/-M +/-78.9 +1-754 + ·" +/--689 +1-65.6 +1-"2.2 +l-~.7 +/-57.5 F s 47 +1-80 +/-00 +/-77.2 +1-73.8 +/-70.1 +/-68.6 +/-63.5 •l~.3 +l-57.7 ~ 49 +1-80 +1-79.3 +/-75.6 +/-71.9 ··-· +1-84.9 +/-61.5 +/-58.2 -Ii 51 +l-60 +/-TT.5 +/-74.1 +1-70.3 +/-66.7 +/-63.1 +1-59.7 cil 53 +/-79.1 +/-75.6 +/-72.4 +l-68.8 +/-65.1 +/-61.5 I 55 +/•77.4 +/-73,8 +1-70.5 +/-67.3 +1-63.5 57 ♦/-75.8 +1-72 +/-68.6 +/-65.3 59 ♦/-74.2 +/.70.3 +/-66.8 81 +/-72.7 +/-68.7 +/-65 63 +/-71.2 +1-67.1 65 +/-69.7 +/-65.5 87 ♦/-68_3 68-718 +l-ffl 1) TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN ANO EQUAL LEG WINOOWS, SUBTRACT 1" FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND !£ TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FINO THE SMALLEST WINDOW SIZE IN THE TABI.E ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE3· Window Design Pressure(+/., psi) for Glass Type 3 •-Side Tlllollo/11) 66-7/8 73 77 81 85 89 93 97 101 105 110-112 31 +/-8() +/-80 +/-80 +/-80 +/-80 +/-11) +/.8() +/-00 +/-80 +/-Ill +/-Ill 33 +J-80 +/-80 •l-80 +/-80 ♦/-80 +/-00 •MJl +/-IJJ ♦/-fl> ♦/.WJ +/-IJJ 35 +/-80 +/-60 +/-80 +/-60 +/-80 +/-Ill +/-00 +/-IJJ +(-«) +/-Ill +/-11) 37 +l-80 +/-80 ♦/-8() ♦/-80 +f-80 +/-al +/./Yl +/-00 +/-Ill +(-«) +/-al 39 +/-60 +/-80 +/-00 +/-80 +/-80 +/-fJJ ♦/-fJJ +/-00 ♦/-79.4 +(-16-4 +/-74.3 ~ 41 ♦f-80 +l-80 +l-80 ♦/-80 +/-00 +/-8'.} +/./JO +1-76_7 +/-73.5 +1-70.9 +/-00 43 +/-80 ♦/-80 •J-80 +J-60 +/-80 +/-00 •t-n ♦/-73.1 +l-69.6 +/-66.9 •l-65 2 ~ 45 ♦/-80 +l-80 ♦/-80 +/-00 +/-80 +/-77.6 +/-74.1 +/-70.3 +/-{!7.5 +/-63.9 g 47 +/-80 +/-80 +/-80 +/-80 +/-79.2 +/-75.4 +/-71.7 +/-68. 1 +/-65.1 ~ 49 ♦/-80 +/-80 ♦/-80 •J-80 •1-71.2 ♦/-73.3 +/-69.5 +/-65.8 -Ii 51 +/-60 +/-60 +/-60 +/-79.4 +/-75.3 •1-71.3 +1-67.5 cil 53 ♦/-80 ♦/-80 +/-80 +/-71-7 +/-73.5 +/-69.5 I 55 +/-60 +/-60 +/-79.6 ♦J-76 +/-71.8 57 +/-60 ♦/-80 +1-77.5 +1-73.8 59 +/-60 +/-79.4 ♦/-75.4 61 ♦/-80 +J-77.6 +/-73.5 63 +/-60 +/-75.8 65 +/-78.8 +/-74 67 •1-n.2 68--118 +/-74.9 1) TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINOOWS, SUBTRACT 1" FROM THE TIP-TO-TIP DIMENSION IN THE TABI.E TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINOOWS;-i'IND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED GLASS STACK SH!:~f--~LONGSIOE J SIDE / ,J_ f--LONG SIDE -j f□ TABLE DIMENSIONS MAY BE HORIZONTALLY AS SHOWN. 1-1/16"NOM. GLASS STACK ORIENTED VERTICALLY OR(~ -i_ 7116"LAMINATEO I I . GLASS STACK 3116" HEAT 3116" TEMPERED GLASS STRENGTHENED GLASS GLASS TYPE 3 -l SHORT I SIDE 1--I l LONG SIDE 1~11 -l SHORT I SIDE t--PRODUCT REVISED ::,r::&!:fe with the Florida NO-o. 20-0401.10 Expiration Date..02/19120~4 E) NO CHANGES TI-ilS SHEET. iLR · 03/11/20 : "' w w ~ > 'l\lillj 1i: ~ a st ~ >-"' <( (!) ::. a "' g;Ji ,.._ ,.._ 0 ...J § 0 z LL ~ :cw-u u o W -00 'ON 1-Z...,. 9MO 12 ~ ~ ~ a a-~ ~ ~z-(/) LL w ...J 0 a, "' <( I-I ii) w ~ 0:: ::, ~ (/) i 0 (/) a w 0:: z Q. c§ ~ z !!! a (!) ~ fil w cii ~ "' ~ w LL a Q. •m,L '?.!~ S~J~ \\\\111111,, ,,,, ,,'{ LYNtv 111,, ,,' -?,0'~---------.'11,,, 11, ,' §. .. · \,\CEN,S~ · .• _r(~ ,:_ ~ "<'/ ·._-,p ~ ~ * .: No. 58705 ·. 1 -:. ~~(_a_~1c. D );J --;:) . .:> l . ' -::. 0 ·.. S ATE F • .-///.:: ,,-.-.,"\ ·. . ~-...;: .... ',, ~'5' ·•-":lomo,:.-··0;;:-,' ',,, S10Np:1..· ~'r;!i, ',,,' l11 I/If 111 \ p\\\ A. LYNN MILLER, P.E. P.E.#58705
TABLE 4: L Window Design Pressure (+/., psf} for Glass Type■ 2 & 4 Long Side, Tu, lo TIO (inl 1 1 68-7/8 73 71 61 85 89 93 97 101 105 110-1/2 113 117 121 125 129 133 137 T 141 l" 145 31 33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 •1-80 +/-80 +/-80 I +1-80 I +/-80 I +/-80 I +/.00 +/-80 +f-80 +/-80 •1-80 +/-80 +/-80 ♦/-80 +/-80 •1-80 +/-80 +/-80 +/.00 +/-80 +/-80 +/-80 +/-80 I +l-80 I +/-80 I +1-80 I +/-80 ~ ♦/-60 +l-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-00 +/-80 +/-80 +/-80 ♦f.(k) •l-80 +1-80 +/-80 •1-80 I +/-80 E. +/-80 +l-80 +/-80 +/-80 •1-80 +J-80 +J-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-8() +/-80 +/-80 ♦/-80 +/-80 +/-80 +/-8() +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +J-80 +/-80 g +/-80 i-/-80 +/-80 +/-80 -•1-80 •1-80 +/-80 +/-80 +/-80 •1-80 •1-80 •1-80 +l-80 t/-80 •1-80 .. ,.ao •1-80 +/-80 ♦/-80 +/-80 •J-80 •J-80 +/-80 Q. i= +/-80 .. ,.eo +/-80 +/-80 +/-80 +/-80 +l-80 +/-80 +/-80 +l-80 Jl +/-80 +/-80 +/-80 +(-80 +/-80 +/-80 +/-80 +/-80 +/-80 Q. i= +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 ti il5 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-8C) +/-80 ♦/-80 +J-80 +J-80 •1-80 +/-79 1 2 w +/-80 ♦/-80 +/-80 +/-80 +/-78.6 +/-80 +l-80 +/-80 ♦/-791 +/-80 ♦/-80 +/-80 61 +/-80 +J-80 +/-79.3 63 +/-80 +l-80 65 +/-80 +J-80 67 +/-80 68-718 I •1-80 1) TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND !£ TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FITW1THIN. 7116" LAMINATED -I GLASS STACK I l-',--' :f:090" PVB INTERLAYER 3/16"HEAT 3116" HEAT STRENGTHENED GLASS ~ ~ STRENGTHENED GLASS 4h.~ ~ EXTE';;OR '\j ~ I ~---±. -BITE 3 20 GLA_$_$_ TYPE 2 1-1I16"NOM GLASS STACK 1 • ' f----1 7/16" LAMINATED ...._ I GLASS STACK 3/16" TEMPERED GLASS ~3116" HEAT STRENGTHENED GLASS ---r-1 1~3/16" HEAT STRENGTHENED GLASS 7116" AIR SPACE-, re 1---oso· PVB INTERLAYER 11 ~r111 ~_l. -BITE 3 1-3 EXTEB;;;;; ~ ¢i €,-/@-/' GLASSTYPE4 ITASLEDIMENSIONSMAYBEI ~ l ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN . LONG SIDE j f--LONG SIDE J / 1 -ITT~/ SIDE L -J s~~T I-f----~ ~ !tl l fc:J 11 -I SHORT I-SIDE PRODUCT REVISED :~i'i.i°i::'t"J. with the Florld■ NOA-Mo. 2Q-0401,10 Ex"'ratlon 0.~2/19/2024 By: ]tu • -JJ!,,;1 Ml■ffl~ -ProclUC,-GOlltrol E) NO CHANGES THIS SHEET JR -03/11/20 ~ ii: a.., >-.... C) ('I en o;,; w ..I ..I§ z 0 LL ::J z . w :r w ... a Uc..>~ 5 ON Wz <ot C) !)MQ 6~ ;::-z ('I 0 ... ::; ·~ 0 en LL ..-Z~ j:: w 0 :5 ..I ! (') ~d w 0:: ::> ~ ~ en I § en w 0:: Q. c§ !/2 ~ z ('I Cl 0 S2 ~ I(! w 13 ~ LL a Q. &f1!l "!>$9Q S9!JJ15 \1.\\1·,·,1,i'.i"1,,,,,,/ ,'-,,'{ Lr.~1,v, ✓,,. _}~~itv;, ,;. ,,;;;i'\i\ [~''.:u~;;j :;i -t.J~P-~--&.~ -:-,J~---_ l:_'.),:;;)t ::~d:/' ', -'5'/o,,/AL \::-' ,, .. ,,,1,,/11111\1'.\\ A. LYNN MILLER, P E P.E.#58705
TABLE 5: ----~-39 41 43 .... .. ~ 51 Window Doaign Prnaure (+/•, pal) for Glaa Type 5 Long Side, Tip to Tip {In) .,,..,,a 1 ,a I n 1 78-314 1 s1 85 1 88 1 03 ., I 101 I 105 +90/-130 ! +90/.127,5 I +QOl-123 5 J +901-121,7 I +901~119.B I +t0'-116.5 I +90;'-113.5 +90/'-111 -t-QCY-128.1 +90M20 ...aot-114.5 +901-112.9 +9OM11-+QOl.:fot.5 ..goj.104.5 +QN-1O1.7 +901-120.1 +90M13.5 +OOl-107.3 +90/.105.2 +90l-103 +901-100.5 +901--97.8 +00'-94.9 +901.108.5 I +90'-106.3 I +901-104.5 +90/-995 +90,'-97.7 1'9(1-98.1 --92 +/-89.6 ., ... +gQ/"-114.4 +90/.107.5 +90M02.5 +901-1D0.7 +901-98.8 +DIY-Qe.2 +90'-92.2 +J-89.1 +l-858 I -+/•83 I ♦/--81.-4 -+90t'•108.7 ♦9Cli•102,5 ♦00,-98.8 +Q0/-97.1 +901.94 9 ♦OO(...Q1 +/-87.3 ♦/-84, 1 Tf-01.( 'Pl•/· f 'Pl•j ··n.e +9<.Y-104.4 +901..gg_9 +901-95.7 +901-93.9 +90{-91.8 +/-87.5 +/-83.8 ♦/--111 ~· ._" ii._., .,.,.7-4_7 +90M01.1 +IIOl-97 +90(-92.8 +QOi-90.9 +/-88.5 +/-84.3 +l--81.2 +/-78.5 l TI-IQ,I ?/•I~--.. , •• ··--....... . .... ,.7 +90f-98.1 +901-9-U +G0/-90.1 +/-88.2 +/-86.7 +/-82 +/-70.1 +/-78.3 +l-73.8 +1-71.2 +I-:. ---68.9 -~ ll •• ti. --·~ ~~~ +90i-91.1 ♦/-87.4 ♦/•85.8 +/~.3 ♦/-80 _ ♦f•T1 ♦/-741 J·• .LJ "74 "° _._J AD 'P I 55 I +90'·92-~-1-;+/-8aL +J:84.3 __ +/-82.ft_~~· _ ··-+/-78.1 _ •l-74.9 •l-71.9 -+/-89,8 +l-85.3 +/-81.8 +/·80.6 +/-79 +/-78.2 +/-73 +/-69.9 ..,.,.,,... ..., ........ , -.--.-815.3 +/-89.1 ! +/-88.-4 l +l-63.9 ·-~/-86.9 j : 65 67 ii=7ii 73 n +/-67.1 +/-82.8 +l-79.7 +/-78.4 +/-78.8 +/-74 +/-71.1 +/-87.9 +/-84.8 +/-80.B +l-n 6 +l-76.2 +l-74.6 +/-71 7 +/-99 +/-Ge'i.Q +l~fi,_ +J-78:.~ +/-74.6 -~f.:_n_~ ~h1J_,_4 :+l~.4 ~{-66.5 +1-62.9 +1 .. ec1_2 _ __l_______:!:ffi__J__ti:__n,_~ __ I +1-n.2 I ♦1-70.4 I +1-67.3 I +1-64.~_L_ +1-m +/-79 I +l-75._3 j ♦/-71.7 j ♦/~70 .. 2 l +/-68.4 I +/-65.2 I +/-e2.4 +1-n.3 I +t-73.Q._l __ +l-70 I ~~Ji -~-66.e +1-53.3 +1-e1.1 +m_,__e,_ L +1~1Q._2 I +1-es.s I +/-64.8 l ♦1-..~_8 _ ! _:!-l~f!0.5 +i-1Q___l__ +l-66 5_l_ __±t:!5_3_,_i_ j ♦/~1.9 78-314 I J +1;!8.5 ] -+{;-64 B J +l:61-9 I +/-6Q.9 +/-84.1 +/-flt.8 +/-64.8 +l.-82.2 +/-60.3 ~ l +/-60.8 +/~9 109 110-1/2 +90M04.5 +91'.Ji'-104.5 -+QY-94.8 +901-94.1 +l-88.5 +/-88 ♦l-80.4 +l-80.1 +/-78.1 +l-75.6 +1-n-1 ♦/-72 +1-ee.e +l--68.9 +/-88.8 +/-05.9 +/-&I +/-63.2 +/-61.8 +/-81.2 -~!::8,9,1 11 TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" 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. 3) FOR ARCHITECTURAL WINDOWS:i;iND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: Window lleelgn Prnaurw (+/., pof) for GIIIM Type 7 Long Side(in 68-7/8 73 77 ~ 81 85 8'I 93 'J7 101 105 109 110-112 31 +90'·130 +81'.Jf-130 +QOl-130 +90M30 +ecv-130 +lilDM30 +gQ/-130 +90/-130 +ID-130 +9CV'-130 +90'-130 +90/-130 +91'.Ji-130 33 +9C'.Y-130 +SfY-130 +VQl'-130 +90t'-130 +D'-130 +90/-130 +901-130 +tD/-130 +-80'-130 +901-130 +81'.J1-130 +QQ!-130 +90i-130 35 +90'-130 +91Y-130 +90/-130 +9tV-130 +90f-130 +90/-130 +901-130 +90/-130 +9(¥-130 +9Qf-130 +901-130 •9Clt'-130 +90/-130 :rt +90'-130 +9'Y-130 +eCY-130 +901-130 +f0-130 +901-130 +901-128.3 +90M25.4 +90'-122 6 +901-120.1 +91l'-118-1 +901-118.1 +iOt'-118.1 39 +90'-130 +QY-130 +91)'-121'-4 +901-127.5 +90'-125.4 +80'-1215 +90'-118.t +90'-114.9 +9011-112.5 +-80'-1104 +9CV'-108.6 +801-106,9 +Ql'.J,f-106.3 41 +SW-130 +OOi-128.3 +aot-121.2 +90{-118.0 +QOl-118.4 +EIW-113.6 +80'-110.15 +OCY-107 2 +90/-103.9 +OOl-101.3 +90'-99.4 +90/-ffl.7 +00/-97.1 43 +90/-129.3 +90'-121.5 +QCY-115 8 +lill'.Jf-113.8 +lil0'-111.4 +90i-107.5 +lilOl-104.2 +901-100.0 +eo,.97 +9Q!-93.8 +80,1-92 +8<W-lil0 Q +90/-lilO 5 ~fi +lil0'-122.9 +901'-115.8 +90r'-111.8 +901-1097 +lilOl-107,3 +90(-102.8 +90'-98.7 -+90'-95 +901-92.3 +90i-901 +l-87.lil +ID-85,9 +80/-85.4 47 +90'-118 +-80/-112.7 +81'.Jf-108.1 +lilCll-108.1 +90/-103.5 +00,-lilB.8 +901-94.4 +90'-91.5 +l-991 +/-86.7 +SY-84.4 +BOf-82.1 +801-813 Er 49 +90/-114_2 +90/-109.e +SNY-toc.e +80/-102.1 +90t'-too +SW-~3 +901-a1.a +1...e.1 +1-88 +80f•835 +IOI-at +1-1e.1 +1-n.8 jl 51 +SKY-110.9_ ~~ ~D9f-101.8 +80t'-9'1.8 +901-98.9 +90/,92,7 +f-89.3 +/-882 +801-83.2 +8tY•80.5 +l-719 +f-75.4 +l-74.5 iB 53 +tiKlf-107.7 +9()'-102.9 +SIOl-88.7 +901-96.7 +QO/-fM.1 +91)'-90.4 -+/...fJ7 +&IY-83.7 +80(-80.6 +/-77 7 +/-74.9 +l-72.3 +l-71.4 i I 55 +Q0f-104.5 +90f-90 6 +90/-05.3 +901-83.7 +tD/-91 9 +/-88.3 +801-84.6 +8CV-81 3 +/-78.1 +t-75.1 +1•72 2 +/-fllil.8 +/-fflJ.1 i 57 +80'-101.s +901-88.◄ +ecv-92.s ~--91 +1-88.3 +80'-BB.t +80/~4 +1-78.e +t-75.e +1-12.s +/-899 +1-61.e ~··· -.,.-,n11 ., __ ., 59 +90/-98.5 +90/-13.5 +1·90 +/-81l5 +80(-86.8 +80f-83,8 +eot-80.3 +H!.? I •!-?'! :! .. ~ -_ e1 +90t'-95.8 +91Y-lil13 +1-11.1 +801-88.2 +801-843 +e01..a1 +1-n.v ♦1-74 s +1-11 .J... .:'"~,7 63 ♦Q()'-92.2 +/-88.1 +BDl-84.3 +8Dl-82.7 +9Dl-80.7 +I-TT.3 +l-7◄ +/-71 I +/-688 e& +90.'-91.2 +1-87 +8G'-83.2 +801-&1.a +1.n.e +1-16.1 +f.7'2.8 +1-10 til +1•89.3 . +80(.85 +801-81 +l-79.◄ +1-n.3 ♦/-73.7 +/-70.5 68-7/8 +/-87.3 ♦80l'-83.2 ♦/-79.1 +/•77.◄ ♦/-75.2 ♦/-71.8 +/-89 73 +81)'-83.2 +/-79.4 ♦/-75.1 +/-73.2 +1•71 +/-88,4 n +l-7'1.1 +l-715.1 +/•71.4 +l-e&.9 14 +/ .. ff.4 +1----+/-899 +1..-a t -------------------11 TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS. SUBTRACT 1" 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. 31 FOR ARCHITECTURAL WINDOWS.FINO THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7118" LAMINATED -I GLASS STACK I I-.090" SG INTERLAYER 3/16" ANNEALED GLASS J 1-LONG SIDE J GLASS TYPE~ -~ sr_~ 1-1/16"NOM. GLASS STACK I-LONG SIDE ---1 ~CJ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR;(~ HORIZONTALLY AS SHOIIIIN -l-==i--1 7/16"LAMINATED / I :-I r--GLASS STACK r--... ..,.,..__ 3/16" ANNEALED GLASS -l SHORT I SIOE t--I l LONG SIOE l'--'J 1 -l SHORT I SIDE t--PRODUCT REVISED ::.;::;:ra with the Florida N0-o. 20-0401.10 ~~2/19/2024 By: 1f/' :::'JW Mlamf:'>-PNMIUC\1-8cil,tral E) ND CHANGES THIS SHEET. JR· 03/11/20 ~ ls >-"' C) ~ g~ ~ ii 8 J: • co ow;;; w !:2 ii'i 1-Z v oW ~ ... >-~z e I I ~ z ~ 0 ~ LL .., Cl) ~ m ~ w Ir ::> Cl) ~ 8: z Cl iii w 0 w ON 2!Q ~ LL 0 • I IJl)!1J~!!QIH!J8 ,\1.\1_1_:_1:.,'1,;;,,,J,, ,~)•\, l .. r /\," I/• .,,, ,f~\:·:.~;1,: •·f<;\ ,"-!o '.~-',7£'.r, ·-,/6~· ..':~ -;, ·. /~ 0 : ~.: • 0 · 1 ~--r · ~' ~~:~-~:-,::~\)( .. rJ,~/ ,, .S.s-1 .. .. . :\-\: . ,, ,,_,1•0N1\\_ ,.,,,' -'11111111\\\ A LYNN MILLER, P.E P.E.#58705
IAffl.U; Window Design Pressure (+/-, psf) for Glass Types 6 & 8 Lona Skfe, 11p ID 11~ 68-7/8 I 73 I n I 711-314 I 81 I J!L l es I 93 I ~~--!21 I 105 I 1oe I 110-112 I 113 I 111 I 121 I 125 I 129 I J3J I 145 .'31 I +901-1:lQ ___ L +901,130. I +901-130 I •901-130 I +901-130 I +901-131lJ +901-1301 +9()/-130 1 +90l-13Q L•!llll-130 I +901-130 I +901-130 I +90/-130 \ +901-130 I +901-130 _L+901-13Q L +lllY-130 I +901-130 I ~131> I +901-130 33 I +901-130 I +901-130 I +901-130 I +901-131> I +901-130 I +901-130 J+9Cll-13ll I +901-130 T+]l(li-JW I +90/-130 I +901-130 I +901-1:lQ.l +9Cll-130 I +901-130 I +901-130 I +111.-.i30 J':ll(ll-130 I +901-130 I +901-130 l +901-130 35 •901-130 •901-130 +901-130 •901-130 +901-130 •901-130 •901-130 +901.130 +901-130 +901.130 +901-130 +901.130 +901.130 +901-130 +90/-130 +901.130 +ocv:130 -Hf·130 ~-110 +801•1-!!l 37 +!lQ/:-_1:30 +901-130 +!101:130 +901-130 +901-130_ +901-130 +901-1:30 _+901-13!) +901-130 _+901-130 _+901-1:lO _ +IIQ/_-130 +901-130 +901-130 _+@(¥-_130 +901-130 +901-130 +901-130 +801-110 +801-11!) 39 I •901-130_L+!!(ll,130 I +1191,130 1•11!¥-130 L+901~!30 J •901-130 I +901-130 I +901·130_L+901-130 I +901-130 I +9<ll-136 l +9<ll-130 l +901-130 L+901-130 l +901-130 I +901-130 I +801-110 I +801-110 I •801-110 I +801-110 •.LL+.901·130 I +901-130 I +901-130 I +90/:,30 I _+901-130 I +901-130 I +j()/-130 I +901-130 I +jl()l-1:ictL•!101·J30J +901-130 I +901-fJO I +!IOl-130 I +901.130 I +801-110· I +80/~HoT·+eor-110 I +801-110 I +801-110 _ L+.80l-110 43 L+JIOl-130 I +901.130·1 +901-130 I +Jl(ll-130 I +90/-130 I +!lQl,1:io l +l!Ol-1:iol +901.130 1•901-130 I +901-130 l +90/:130 T+90i-130 I +901-130 I +801-110 I +801-110 l +801,110 l +801-110 I +801-110 I +!l(),'-11J>.J +!IQl-110 :S 45 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-1101 +801-110 ';;: 47 +901-130 +90/-130 +901-130 +9111-130 +901-130 +90/-130 +901-130 +901-130 +90/•130 +901-130 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 ----F 49 +90/-130 +901-130 +901-130 +9111•130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 i 51 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +89.41-128.1 +80/-110 +80/-110 +8t\l-110 +80/•110 +801-110 +801-110 +801-110 +801-110 I I 11 i= 53 +901-130 +90/-130 +901-130 +90,1-130 +90/-130 +90/-130 ~88.81-128.1 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 I I 11 li 55 +90/-130 +901-130 +901-130 +901-130 +901-130 "'88.81-128.1 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 I 1 11 0 57 +90/-130 +90/-130 +90/-130 +901-130 +89.41-129 +801,110 _+80/-110 +80/-110 ·~,110 +80/-110 +80/-110 +80/-110 1s 59 +90/-130 +90/-130 +90/-130 +89,51:j29j +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 ti 61 +90/-130 +90/-130 .8/-129. +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 63 +90/-130 +901-130 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 85 +90/-130 +90/-13()_ +80/-110 ·~·.110 +80/-110 +80/-110 +80/-110 +80/-110 -------l!Z.. I +901-131> I +801-110 I +60/-11.Q_L:+§<ll-110 I +801-110 I +fl!M-11!JJ •~-110 68-7/BJ +90/-130 .. J ♦80/ _____ -110 I +60/-110 I +60/-110 u:-110 L ♦60/.·110 J +80/-110 73 I +8lll-11Jl l +80/-110 l +60/-110 +60/-110 +801-110 l +80/-110 77_ I •801-1101_ +801,110 I +80/-110 +80/-110 711-3/4 + ·110 +80/-110 +80/-110 +80/-1!0 1) TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN ANO EQUAL LEG WINDOWS. SUBTRACT 1" FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND !!f TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FINO THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WlilCH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/18" LAMINATED -I GLASS STACK I ' 3/18" HEAT STRENGTHENED GLASS '-ii 4h ~ .. 7 ~~~ EXTERIOR ( zo ¢i 1-1:090" SG INTERLAYER 3/16"HEAT ~ STRENGTHENED GLASS _l ~~~BITE 13 GLASSTYPE6 1-1116"NOM. GLASS STACK ~ 7118• LAMINATED I ::-1 r---GLASS STACK 3118" TEMPERED GLASS ~3/16" HEAT STRENGTHENED GLASS 7-1 ,~3/16" HEAT STRENGTHENED GLASS 7118" AIR SPACE -t--11 ~[j1 m 1-2 EXTER:;;; j1 ~ ,r ¢i ~~ i-+-"°·090" SG INTERLAYER _l ~ 518" I\ GLASS BITE '.!.\ t ~ GL.ASSTYPEB TABLE DIMENSIONS MAY BEl tJ l ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f I--LONGSIOE J / 1 -~ sL~ -J s~~T ~ ,c--=•-~ ~l ~CJ /j -l SHORT ~ SIDE PRODUCT REVISED ::.:::::i!!:'J. with the Florida NOA--No. ZG-0401.10 Ex~-Dale 2/19/202,4 .,, ;11ct,i .. -Ml■mf-}J■de Pn>duc~11'ol E) NO CHANGES THIS SHEET. ii JR· 03/11/20 .• :if <'l w w ~ 2!'. !s ~ >-"' 81::i "' -' .,, w 0-' § z zLL ::; :cw..-w ftl 2 ~ 0 5 'ON I-z '<I' C) ,JN,O OW~ t--> -z '<I' 5? 0 . cl; 0 -z -~ "' LL w 0 -' Ill "' -' ~ I ~ w ~ 0::: :::, ~ "' ~ 8 "' w ~ 0::: z ll. c!i ~ z 0 S:2 N &'l w "' i a:: 2S w LL 0 "11!1 ':lSO(/ uµa5 \\,_,1\\llf/(J// ,, \''{ I Y/l'r l1/ <~'.,:";:~,:'.""i;, 1~J: a~~: -µ·. fl .),ct:~ ~9'\ ?c ,E,F ,:41j~ ...... ,:, <.;,~···.~ORl'.-,: ...... ··-~ ,, .... '"/ :-s10",y~;·;.··r\.:.'-',,,' 11 r I I// I ;•I;\,\\\\ A LYNN MILLER, P.E. P.E.# 58705
2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPEA EDGE WINDOW BUCK HEIGHT ~ TIP-TO-TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT• WINDOW BUCK HEIGHT-2-3/4" .-EMBEDMENT INSTALLATION 1--TYPE B ¢ TYP. ANCHOR TYPE, EMBEDMENTANDEOGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET INSTALLATION TYPEC INSTALLATION TYPEB EMBEDMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET ··:·17 9 INSTALLATION METHODD t 1/4" MAX. SHIM STEEL SELF-DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MIAM~DADE APPROVED MUUION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 8, THIS SHEET ~ ,_ _____ -0_ VISIBLE LIGHT WIDTH= WINDOW BUCK WIDTH -2-3/4" WINDOW BUCK WIDTH TIP-TO-TIP WINDOW WIDTH HORIZONTAL SECTION A-A ........ LCID: Ancha Substrate Ml~ Edgo Di1tance ine #12 or#14 410 ss ScrllW Aluminum 60e3-lS min. 3111" A36~teel 3/tf' Steel Stud, Gr. 33 min 3/tf' Southem Pine ISG=0.55 9116'' #12ort14 Steel Sc19W(G5) Aluminum, 6083-15 min 3/tf' A36Sleol 3/tf' Steel Stud Gr. 33 min 3/tf' 114" 410 ss Oeteflex • -•od CMU, (ASlM C-90) 2-1/2" Concr9te (min. 3.35 kll} 1" Concrete (min. 2.85 kli 1· 114~ Steel Ultracon Concnrle min. 2 85 kai 2-1/2" CMU 1.L~lM 2-112" 114• Steel Utracon + Conctele (min. 3 kan 1-3116" a.1U IA$1M C-90 1-1/2" 5116" Steel Ullnlcon r-_-1min 3.5 kaO 1-1,~-Groulod CMU, (ASTM 2-112'' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Min. Embedment O= 0.063". 0045" 18Ga' 1""3/8g 0,063". 0.063". 0.°'45" 18 Ga • 1-114~ t-314" 1-314" 1-318" 1-1/,4" 1-3111" 1-11'" 1--31,. 1-314" CONCRETE/CMU PER ANCHOR REQUIREMENT MaxO.C. s-1nn ,, 12" 17' 12" 1:!" 1:!" IT 1:!" 1:!" 1:!" 1:!" 1:!" 1:!" 1:!" 1:!" 12" 1:!" "UN GROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 11X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, Material Min.F, Steel Screw 92 ksl 410 Screw 90ksi Elco UllraCon® 155ksl 1/4" OeWalt UltraCon+® 148 ksi 410 SS Elco/Dewalt CreteFlex® 127.4 ksl 6063-15 Aluminum 16kal A36 Steel 36ksl Gr. 33 Steel Stud 33ksi Min. Fu 120ksl 110 ksi 1nksl 164 ksi 189.7 ksl 22kal 58ksl 45ksi VERTICAL SECTION 8-8 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FUU SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED ;::.i"l:.;'t:.r. with the Flolicla NO-o. 2G-0401.10 Ex"ratlon D■t•'.'119/2024 By: 1t'aH-Wil_ I-Uc Ml■ffl~deProd-;;.trol E) REVISED ANCHOR TYPE I TABLE, UPDATED MATERIAL -a PROP. TABLE. 1l JR -03111/20 ~ l's >-.,, C) ~ g~ w 0--' s;! z IL <IS J: ui ~ ~~! 151 ~ R>~ z o -;t O ~ ,.....z_ :-u_ 0 Z I <D 0 ~ ~ z iii ~ C Cl I::: w z s: ~ ~ Q. •nu ·::,s•a u,ues, \\\11t111,,,,, .,_,,,, •\\ :.:, f.f;y ·,,//,I llf "9:: ::::,''\ 'i:i ·---o:[j·~~ ·o:-:.-:o··, '"311'1RD _.'u;': -;.'Q ·., STAT OF : 0::; .,::;(,.' . ~ ... ..... ,,. ~&· ... r:-lomo~ .. -·0-..:..,,, ,,,, S10·:;A~ -~":'-,,,' 11111 I ,1~ 1.11 \ \ \ \ \ \ A LYNN MILLER, P.E. P.E.# 58705
2X WOOD BUCKSTRIP OR FRAMING, see NOTE 2, THIS SHEET INSTALLATION TYPEE 51\TERIOR WINDOW BUCK HEIGHT ♦ EMBEDMENT INSTALLATION TYPEF VISIBlE LIGHT HEIGHT= WINDOW BUCK HEIGHT-2-314" I-¢:i INSTALLATION TYPE F TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9, THIS SHEET INSTALLATION TYPEG EMBEDMENT l ! EMBEDMENT L --J I-1/4"MAX 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND ··J7 EMBEDMENT EDGE DISTANCE I I SHIM .. CONCRET~MU ~ PER ANCHOR REQUIREMENT EDGE DISTANCE PER SUBSTRATE. ---------.. SEE TABLE 9, THIS SHEET EXTERIOR ._ _____ .a._ VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH -2-314" WINDOW BUCK WIDTH INSTALLATION TYPEH HORIZONTAL SECTION C-C CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM STEEL SELF-DRILLING SMS (G5). SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MUUION (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 9,THIS SHEET ·-~-~--Anchor Substrate Mn Edge Distance Pine ''°' .,,. #12 or#14 410 SS Screw Alanlnum 6063-TS min ,, ... A38 Steel 3/lr Steel Stud l".r. 33 min. 3/lr ScMhomPine(SG=Oll5) 9116" #12or#1-4 S1eef ScteW (GS} Alt.minum, 8063-T5 mkl. 3/lr "AU Steel 3/lr Steel Stud, Gr. 33 min 31~• 114" 410 SS CntteFJex LIMrouted CMU, (ASlM C-SO) 2·112" Concrete (min. 3.35 ksi) 1" Concrete (mm. 2.85 kaiJ ,. 1/4" Steel UHracon Concrete min. 2. 85 kli) 2-112" u CMU, tASlM C.IIOl 2-1/2" 1/4'" Stea Ult.-.::on + Conci9te(mln3k1l) 1-3118" u ed CMU, tASlM C-SO 1-112" 5116· Steel Ul1racon Concrete {min. 3.5 kli) Ml"" Gn>uted CMU, (A C.00) 2-1/2" MIN. OF 3 THREADS BEYOND THE METAL SUIISIRAte. Min Embedment MaxO.C. Spac'1g ,_ ... ,, O.uo., • 12" 0.0&3". 12" 0.045" !18 Gal• 12" 1-3/lr 12" 0.063'' • 12" 0.063""' 12"' 0.045" 18 Ge • 12" 1.,, .. ~ 12" 1-314" 12" 1-3t'4'" 12" 1-3/lr 12" ,.,, ... 12' 1-3/lr 12" 1-114'" 12" 1--314" 12" 1-314'" 12" "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS ALL HEAD TYPES APPI.ICABLE. 11X WOOD BUCKSTRIP, see NOTE 2. THIS SHEET CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9. THIS SHEET INSTALlATION NOTES: 1. use ONLY ANCHORS LISTED ON THIS SHEET. FOllOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTAU..ATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Material Steel Screw 410 Screw Elco UltraCon® 1/4" DeWalt UltraCon+e 410 SS Elco/Dewalt CntteFiex® 8063-15 Aluminum A36 Steel Min. F, 92ksi 90ksi 155ksi 148ksi 127.4 ks) 18ksl 36ksi Min. Fu 120 ksl 110ksi 1TTksl 164ksl 189.7 kai 22 ksi 58ksi VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EllHER WINDOW OR MULLION NOA APPLIES TO WHOI.E SYSTEM. Gr. 33 Steel Stud 33kai 45kai PRODUCT REVISED =•=-~ with the Florida NO 10 l!xl!_I 24 •r-.L'.j.='.!::!:!e~d.L~c----M I E} REVISED ANCHOR lYPE 01 TABLE. UPDATED MATERIAL -~ PROP. TABLE. • i& JR -03/11/20 ~ 2s >-"' C> ~ g~ 0-' So! z LL cfi :c u.i -Ou~ W-I-z R ~ ;:-~ z e I I ~ z ~ 0 w X ii: z 0 ~ ~ ?; C> ~ ~ w w 'ON ~ 0 LL 0 ,.. I •fJ[lf!)HC'.J IS.t/J9$ , \ \ \ \ •.\1, I : ,:,(•/· ~ ~ 1 I,_,/ ' O'°"" I l., 1,,./ I ,,,.. ./~it .'•, ,;_ ;:",// '::\; \ f: /a~No. -~d70~ °); ~ :: -;Q •. 1 I'\ 0 .· 1.tJ :: ~Ck\ ST, TE •• ··1-v~ ......... ..,,. ~--:· ·. ~(.?.~~~~---~0''-.. , .. .,... '11/'10NAL '°-~·-'' 11,,1,1111\\ "-LYNN MILLER, P.E. P.E.#58705
TYP. ANCHOR TYPE, EMBEDMENT ANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPEI WINDOW BUCK HEIGHT EX¢K>R VISIBLE LIGHT HEIGHT= WINDOW BUCK Hl;IGHT-2-314" INSTALLATION TYPEJ EMBEDMENT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET 1/4"MAX SHIM INSTALLATION TYPEJ EDGE j f-1/4"MAX DISTA~Ei ik;;;~LI-SHIM FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTER LA YER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE INSTALLATION TYPEK ,--------EDGE DISTANCE PER SUBSTRATE. ----------.. SEE TABLE 10. THIS SHEET L EMBEDMENT _J EXTERIOR INSTALLATION TYPEL t 1/4" MAX. SHIM STEEL SELF-DRILLING SMS (G5), SEE TABLE 10. THIS SHEET MIAM~DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD SEE SUBSTRATE PROPERTIES. TABLE 10,THIS SHEET TYP. ANCHOR TYPE. EMBEDMENT ANO EDGE DISTANCE PER SUBSTRATE. SEE TABLE 10, THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH. 2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E ···---.. Anchor Substrate 2-1/2'" x .113" Box Nall Southern Pine 1<:>u=0.55) 2-1/2" x .131" Common Nall :,outhem Pine 1:,u=0.001 2-1/2" x .145" Rootlno Nall Southern Pine ISG=0.551 Southern Pine (SG=0.55) Min. Edge Distance 5/111"" JIB 318" 1/2" #10 x 1" Steel Screw" 0.093" Aluminum, 6063-15 min. 5/16" 1/16" A36 Steel 5/16" 0.045" !18 Gal Steel Stud Gr. 33 5/16" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENT ANO EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Mllllrial Steel Screw 6063--1'5 Ahminum A38 Sloel Gr. 33 SIN! Stud {!, Max. O.C. Spacing 5" 5" 5" 5" 5" 5" 5" II/In. F, Mn.Fu 92 ksi 120 Ioli 18kai 22ksi 36 ksi 58ksi 33 ksi 45ksi VERTICAL SECTION F-F PRODUCT REVISED ::=:::r.--Flortda NO-... 2CMl401.10 Ex~tlon -l-Q;t/19/2024 1r1,,, .11 , By: J;:._-.UW. _-:JJW.,, Mlam ± ProclUcj~I E) NO CHANGES THIS SHEET. JR • 03111/20 Mlv!W ,~ w ~ 21 >-ie (!)"' 1/) g~ w 0 ..Jg z z LL :::; :c u.i ..... w uuo C ~z~ 5 'ON ~g;!;::-(!) DMO z ~ 0 . .1; 0 .,...z_ I= LL :5 0 ..J co < I-! 1/) z ~ ~ ~ Q I-~ :5 g ..J z ~ ~ !!I ;: 1/) "' ~ C ~ ~ w X u: 0.. l~~;~]!,::,'.'.X;~; t~(t1~ _:'fl_ ~ t \ i7M~ u__.#,:--:.. ....-\~ ·· .. ,.:-lo;w....,,:.•· 0"' ,, .... .,.. (,_'-~ ·· ........ !"".\~ ,, f-✓✓~.S1ot\JAL \\,,, 11,,,,11111\ A LYNN MILLER, p E · P.E.# 58705
EDGE DISTANCE 2X WOOO BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPEM EXTERIOR TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET EMBEDMENT J_j_ INSTALLATION TYPE M i------EMBEDMENT FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). INSTALLATION TYPEN Ir--------TY:o~~~7~~~P~~~:e;;:,m ________ , SEE TABLE 11, THIS SHEET ,_ __ _,__ EMBEDMENT EDGE DISTANCE ¢i ~_J WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT• WINDOW BUCK HEIGHT-2-314" INSTALLATION TYPEO t 1/4" MAX. SHIM STEEL SELF-DRILLING ·SMS (GS), SEE TABLE 11, THIS SHEET MIAM~DADE APPROVED MUUION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET __[1/4" MAX SHIM 1X WOOD BUCKSTRIP. VISIBLE LIGHT WIDTH • WINDOW BUCK WIDTH -2-314" i-----------WINDOW BUCK WIDTH HORIZONTAL SECTION G-G TABLE 11-Anchor Subslrale Min. Edge Dlsiante ~-•I 1'"'9 (~u~.55) .. ,. 112 0<#14 410 ss s~ Allnllnum, .... H .. T5 min. 318" A36 Slee! 318" Sloel Stud, Gr. 33 min. 3/8" SOUlhem Pine (SG-0.55) 9116" #12 or #14 Steel Screw (GS) Aluminum, 8063-T5 min. 3/6" A36 Steel 3/8" Sloel Stud Gr. 33 min. 3/8" 114" 410 SS C19teFlex lJmmlJtea CMU, (ASTM C-90) 2-112" Conawto (min. 3.35 kll) 1· Concnlto (min. 2.85 ksl) 1" 1/4" Sleet Ut,acon Concnlto !min. 2.85 ksl) 2-1/2" ,~■-CMU, IASTM C-90) 2-1/2" 1/4" Stoel Utracon-t \.Aaaonne (min. 3 ksi) 1" • -•od CMU, (ASTM C-90) 1" 5118" Sleet Utracon Concn,to (min. 3.5 kll) 1-1/4" Groutod CMU, (ASTM C-90) 2-112" • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Min.Embedment 1..,,. O.ua, 0063"" 0.045" (18 Ga)• 1-3/6" 0.083"" 0.083". 0.045" (18 Ga)• 1-1/4" 1-3/4" 1-3/4" 1-3/8" 1-1/4" 1-3/6" 1-1/4" 1-3/4" 1-3/4" CONCRETEICMU PER ANCHOR REQUIREMENT ~ {!, Max O.C. Spacing 4 . .--4.9" 4.9" 4.9" 4.9" 4.9" 4.9" 4.9" 9" 9" 9" 9" 9" 4.9" 4.9" 9" 9" TYPE N ~ SEE NOTE 2, THIS SHEET INSTALlATION ~1 -.--f . • . • . . • I INSTALLATION NOTES: "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. ' • .. f • • •• • • • • -• 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENT AND EDGE DISTANCE LIMITS. EMBEDMENT CONCRETEICMU PER ANCHOR I REQUIREMENT I-EDGE DISTANCE VERTICAL SECTION H-H 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FUU SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUUION NOA APPLIES TO WHOLE SYSTEM. Material Min. F, Steel Screw 92ksi 410 Screw 90 ksl Elco UltraCon® 155ksi 1/4" DeWalt UltraCon+® 148ksi 410 SS Elca.'Dewalt Cf81eflex® 127.4 ksl 6063-1'5 Aluminum 16ksi A38 Steel 38ksl Gr. 33 Steel Stud 33ksl Min. Fu 120ksl 110 ksi 177 ksi 164 ksi 189.7 ksi 22ksi 58 ksi 45 ksi PRODUCT REVISED ~°::'!!2 with the Florida NO-o. 2G-0401.10 Ex~ D■t■;.112/19/2024 By:. t1/!!«di-:hw. Mlam _ • PNNluc, ....... ttol E) REVISED ANCHOR TYPE I TABLE. UPDATED MATERIAL PROP. TABLE. JR -03/11120 ~ n: o.,, >-... 8~ 6~~ z --5~g ~~! o>-~ -~ -z-i!l a, ll: z Q g !/l fil a: ~ z 0 ~ ~ 8 z _, ;: ~ (/) 0 z w -X z ;:;: ;:;: 9/1!1 '::JSD(J \\\\\\\.ill~/ I I/ j I I I w "ON 2!!Q S1 u. 0 a, is N ~ Q. r:s.uas ·,' r-l\{ ... :N,\1;, /// ,, '(\\.J\.•·· ·: -.. ,v,,;'l .... ..,. .::,' .;{. -· \_\CU,~('···-'.(..<\'-;. ... .....,.. . . '--fl ,,,,. ~ .J.,. / N~ .5{~705 ·. , :_ ~(Ci·ttJSP] . .i.o ,.i;j "'µ ·. I\ : l.!j-.. ~0'\· .. ST TE r .·· f!,;~ ,,,.""'-~ •• /.'J ' •• ~' ....... .,. '&~--:-.~~~:?.'~---,0°" ,,' ,,,,.,,~;(OlVAL '2--~~, ,, 'il///l!i\\\ A. LYNN MILLER, P E. P.E.#58705
1 2 3 4 5 6a 6b 8 9 10 11 12 13 20 21 29 30 75 76 77 78 PGT Part# Deacriplion Material 4253C Flanged Frame Alum. EI06J. T5 4285 Equal~eg Frame Alum. EI06J.T5 4256 Integral Fin Frame Alum. EI06J. T5 4255 7/16' Laini. Glass Beading Alum. EI06J.T5 4254 I.G. Glass Beading Alum. 6063-T5 4270 Installation Fastener Cowr Alum. 6063-T5 4224 Installation Fastener Cowr Rigid PVC 4267 7/16" Laml. Glass Beading for CuMS Alum. 6063-TS 4269 1.G. Beading for Curves Alum. 6063-T5 70589C Gasket (at 90" comer Joints) Polyethylene TP247/8 Vinyl Bulb Weatherslrl> Flex PVC, Duro. 65 +/-1 61308K Foam Beading Tape Dow 791, 899, 983, 995 or GE 7700 Backbedding SHlcone 71652K Setting Block, Mono. 3/16" x 7/16' x 4" Neoprene, Duro. 85 +/-1 71704AK Setting Block, I.G. 3/16' x 1-3132'' x 4" Neoprene, Duro. 85 +/-1 76X114FPT) #6 x 1-1/4" FH SMS (CuMd Beading) Stainless Steel 2.784" t l I ~-~~ .06 2.784" :7 ~ 2.784" ~~ .094·~~ 1.375" 1.375" 1.875" ~ ~nnnl=l= 1.000" .500" .062" I 1 ~074" _[ .062" 1 .074" ~ 438• e~14 t f -II--.oso""'"'. t ' 11 t--ll--oso·"'"". 1.125" 0FLANGEFRAME 0EQUAL-LEG FRAME j__ .077" 0FINFRAME i -j .970" 1-.875" n t -0-.050" 0 7/16"LAMI GLASS BEADING 8 I-346--i 1 037" i--875" ~ LU 1-11--050" 050~ 01-1/16" 1.G. GLASS t;;;;\ INSTALLATION BEADING l::::J FASTENER COVER i -1 .970" I-i -I I-346" .875" n 875" n t -II-.050" t --11--050" 0 7/16" LAMI 0 I.G. GI.ASS GI.ASS BEADING 9 BEADING FOR CURVES FOR CURVES PRODUCT REVISED ::;:::."'l!::I'. with the Florida NOA-Ho. ZG-0401.10 ~tlonDat~ ay, /1/a+uai:, __ Jtw Mlamfoacl• Produc~trol E) ADDED BACKBEDDING. JR -03/11/20 ~ w 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 5/16"NOM. 11 2i I§ • Kommerling Kodispace 4SG TPS Quanex Super Spacer nXT l Quanex Duraseal Spacer I Cardinal )(I_ Edge Spacer See this Sheet for Materials EXT. GLASS (.;";\KOOISPACE \.'..::'.)4SGTPS ASSEMBLY DETAILS FOR FLANGE & 1:Qll_AL-LEG FRAMES 90"CORNER FRAME ASSEMBLY UAL-LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT EXTERIOR ~ SCREW BOSSES. SEALANT AT ALL CORNERS ~SUPER SPACER9 ~NXTTM 90"CORNER FRAME ASSEMBLY ~DURASEAL8 ~SPACER (.;";\XL EDGE™ ~SPACER ANGLED/CURVED FRAME ASSEMBLY ill§lliIB. ~ MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME VELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS >-"' gt:. en J~ w QJO z z u. g :::; :cw-T""' w 0 u u 6 w -co 1--Z 'It ow-r--> ~ 5 C) Cl) I ON 0:: t.= w z S! :i; 0 ~ :'.5 ~ I en ~ s: z 8 Q i z ~ " 0 ll! w >< U:: ~ 0 z < en ~ en :::> ~ ~ 0 ~ u. 0 0 ~ I im1 ·=>s_!Q___{!~,:1a~ \\\\\111:,,,11 ,,,''ot\'{ LYN/v 1, ✓_,/ ,, :<-,'<'.····:::···._1~1/, ,, ..._'-,~ •·• \,H..,d~,Y·c · •• (( .,.,,. ~.._ ~,'• I r. \~~ :: ,',; :· fl.o. :J870~ ·.. : = : /4. '? : ,t = :=-O: ? : -::t··. ). ,, 0 :,(]::: -::. .,.,,.., ·.. ..,T ffE F" _:/'"ft: .. : ..-,,, (,'. p .·~V,' ... .,,,..<si.s··. -'.?f:~:?:~·-·~·~0' ,<·· 1"1110tvAL €:.', ,\,, 1 I I I// 111 \ \ \' • A LYNN MILLER, PE PE#58705