HomeMy WebLinkAboutNotice of Acceptance , fixed window MIAMI-WE L�k W
COUNTY,
FLORIDA
L i `AE $,",'o Lj"qV CONTROL SECTION i 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC' 0 C Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) C41*qWw.miamidade.Lyov1bui14Lng
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform
in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the
right to revoke this acceptance if it is determined by Miami—Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series IIPW7720A"Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets I 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. i
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 I 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.
NOA No.20-040110
MtAM
CE ECOUNTY Expiration Date: February 19,2024
o
Approval Date:August 06,2020
T7/28/20 Page 1
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PGT Industries.1 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 l
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
Edg6m 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,
/18/03 a 07/31/03 respectively, ed and
FTL-3835 and FTL-3850, dated 07 p y,
sealed by Joseph C. Chan, P.E. 1
(Submitted under NOA No. 03-1105.02)
Manuel Perez,P.E.
Product Control E r
NOA No.20 0401.10
Expiration Date: February 4
Approval Date:August 06,2020
E-1
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FGT 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 6'h
Edition(2017),prepared by manufacturer, dated 04119118, 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 1431b./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. 18-0430.05) i
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. I8-0430.05)
Manuel Perez,,P.E.
Product Control E r
NOA No.20 0401.10
Expiration Date: February 4
Approval Date:August 06,2020
E-2
1�
I
PGT Industries,Inc.
i
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 ,I
silicones,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: ;I
I
I
Manuel Perez,P.M.
Product Control E er
NOA No.20 401.10
Expiration Date: February 4
Approval Date:August 06,2020
E-3 I
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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 SlidingGlass Door unit 7 inproposal)''
(
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 Idalmis Ortega,P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
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 PGT Industries, Inc. for their Series
"PW7720X'Aluminum Fixed Window—L. .I., approved on 08/23/1 d expmng
on 02/19/24.
I
Manuel Perez,P.E.
Product Control Ex r
NOA No.20 04011.10
Expiration Date: February 92
Approval Date:August 0 ,2020
E-4
GENERAL NOTES:SERIES PVV7720A
IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING
THIS PRODUCT HAS BEEN DESIGNED&TESTED T COMPLY HE VARIES, LARGE&SMALL MISSILE
R THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE, T
INCLUDING THE HIGH SEE SHEETS 2-5 IMPACT RESISTANCE
VELOCITY HURRICANE ZONE OMM. 49"TIP•TO-TIP WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 48"BUCK WIDTH 48"BUCK WIDTH 48'BUCK WIDTH
REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30•IN THE HVHZ, 45.1/4"VISIBLE 45.114'VISIBLE 45-1/4'VISIBLE THE OUTBOARD LIE(CAP)MUST TEMPERED. LIGHT WIDTH PRODUCT REVISED
,1 LIGHT WIDTH LIGHT WIDTH as comp with the Florida
3)FOR MASONRY APPLICATIONS IN MU1MI-0ADE COUNTY,USE ONLY B,SHEETS-, 6-12 MAX• --� S°MAX' F,SMEETB 2" Building Dode
MIRMI-DARE COUNTYAPPROVED MASONRYANCHORS.MATERIALS USED D,SH 7 H,SHEETS NOA-Io. 20-0401.10
MASOFOR NCHOREVANDCONS CONCREERE TE
MIN.N PINE,SIPERASTIM NCHOR000NCRETE IrollonDate• 2/19/2024
MASONRY UNITS AND CONCRETE WITH MIN.KSIPERANCHORTYPE I I I By: �
4)ALL WOOD BUCKS LESS THAN 1-12"THICKARETO BE CONSIDERED Mlam ado Produe trol
1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS A I C ' E,SHEET 8
INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTEDAS 2X SHEETS i A BUCK SHILT7 C G,SNEET9 E,G
96" i UPDATED TO FBC 2020,
ARE ES GNED OOR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL HEIGHT BUCK REVISED ANCHOR TYPE
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 1 � ' •°°- TABLE.
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY r 93-1/4" .L r------- HEIGHT -------- 93,1/4"
OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). / / E
12"MAX. VISIBLE 12°MAX. 93-1/4° VISIBLE
JR-03111/20
O.C. LIGHT O.C.
5)ANCHOR EMBEDMENT S BASE MATERIAL SHALL BE BEYOND WALL I I VISIBLE I / ucHr
DRESSING ORSTLX:CO.USE ANCHORS OFSUFFICIEN7EMBEOMENL HEIGHT i / i / HEIGHT
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OFTHEsr
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I TIP-TO BUCK LU m Y W
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF I TIP I 5"MAX. I >
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYONDTHE SCOPE ' HEIGHT 0 C HEIGHT Of �?
OF THESE INSTRUCTIONS. I I I ❑ 4 0 •-
1 I N Q
6)MAX.114•SHIMSARE REQUIRED ATEACH ANCHOR LOCATION WHERE ' J_ I N °I°a O
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OJ 3 W
OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS, I O-L ❑ Z
MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED B-�{ F�12"MAX.O.C. 6" D--i �+12'MAX.O.C. F.H Z lL m � uroa
ON THEM BY THE WINDOW. 6-12°MAX. MAX. 2-MAX U U o 0
7)DESIGN PRESSURES: 5"MAX•O.C. m � •°N
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST TYP,FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME 0 j- Z Z Dma
PRESSURE,FRAME ANALYSIS AND GLASS PERASTM E1300. ELEVATION ELEVATION ELEVATION O O O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, `-Z H,-, ♦- LL
STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS ¢ O
PERASTM E1300. FIGURE 1:
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. GUIDE TO SHEETS: 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK G 'J
MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. m ( 'lays
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO GENERAL NOTES...__.._._.._.__1 f ANCHOR SPACING TO BE 61 MAX FROM CORNERS AND 12.O.C.MAX.FOR ALL CURVED FRAME ® Z
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN ELEVATIONS............._........._...._1 MEMBERS,SEE FIGURE t,THIS SHEET. � - W 0)
PRESSURE THE 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS......................2-5 / F. H-
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS DESIGN PRESSURES........._......2-5 12"O.C. p O O Z
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT INSTALLATION,FLANGE............6 MAX. / ~—WIDTH f`WI�_� IF-WIOTH-+{ I�WIDTH•+I i= ❑ Z ol°as
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL INSTALLATION,EQUAL-LEG.......7 T f- T , T i-' -1 'j®r-- —_Jll Z JMEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR INSTALLATION,INT.FIN A._......8 I / I I F I 1I IIN
CORROSION RESISTANCE INSTALLATION,INT.FIN B..........9 ❑ WCORNERASSEMBLY.......___._...10S. Iw w nc W Z
9)REFERENCES:TESTREPORTS FTL-3835,3850,7212&18-7763:ELCO E T2USION PROFlLES......._..._.10 x I I = I x I I x mULTRACON NOA:DEWALT ULTRACON+NDA;DEWALT/ELCO PARTS LIST..................................10MAX 1 1 1L -..I °Il •�saa slues
CRETEFLEX NONANSVAF&PA NDS FOR WOOD CONSTRUCTION
AND ALUMINUM DESIGN MANUAL TABLET: I"—WIDTH WIDTH•-'I H WIDTH-►I I'�WIDTH+{ `71111111'I
10)THE 7720A SERES WAS FORMERLY CALLED THE 7201820 SERIES. ry� Mwfipl°n She 1 r—— —— � —— r —-I T f' D.,
��� Ow.Y LYNNq�•,,.
CODES/STANDARDS USED: O d O d 2020 FLORIDA BUILDING CODE FBC,7TH EDITION 1 7118lam' TB'An-.09('PVB-3116"HS) 2 p( ) 2 7118'L6ml 15'HS-.090FVB-3116"HS) 3 x x x x N0,58705AST FLORIDA BUILDING CODE(FBC),BTH EDITION �-
3 1-1/16°LamI.K3 16'T-7178Air-3N8'An-.09a'PVB-3fT8'HS) 2 1ASTM E1300-08 . — L =4 1-1l16"LemI.IG(31I8'T-7/16'AU-&16"HS-.090'PVB-3/18'HS) 3 (�( -
•ANSUAF&PA NDS-2018 FOR WOOD CONSTRUCTION =_-O -
•ALUMINUMDESIGNMANUAL,ADM-2D15 5 7N6'Laml t8'An-.09P SG-3l16•An 4 WIDTH +-I f'-' WIDTH+I WIDTH•�{ �—WDTH+{ ��:• )
•AISI S100-16 6 711V'WIN 11r HS-.090°SG-3/1s•Hls 5 Tr--- •� Tr--- TA— —
Tr--- �o�•.. ST TEO
1 1 � O
•AISC380.18 7 1-v1s"LamLIG 1s•T-711s•ao--&18'M-.osa•sG-311s•M a I % cCORIDh11T-7118°AIr-3/16°HS-.090•SG-3116'HS 5 �i ct I O ��s�, \THISSYSTE RGYI HAS PACT'L TED ADING EQUIMEE THENT FT-LB "SG'-KURARAY PVB'=°ILURARAYTROSIFO�SPVB NTERLAYLR•B'(UR�YAMLRIER'NC. fj" �I /��NALIEEN
KINETIC ENERGYIMPACT LOADING REQUIREMENTS OF CA INC. 1t1
ANSI Z97.1 WHEN USING GLASS TYPES 6ORB. A LYNN MILLER,RE
P.Eg58705
TABLE 2:
Window Design Pressure(+/-,pef)for GIa99 Type 1
Lo Side 11P ton 7116"LAMINATED
86.718 73 77 61 85 89 1 M+1_79.7 -i-77.2
97 tot 105 110-112 GLASS STACK
31 +l-80 +J-80 4RBD +/.80 +J +1.8D -Aso rJ.8D +1-80 +/-BD
33 +1--80 +1-80 N-80 +/-80 +/-8D +140 +680 +f-90 +ISO +/-80 .09W PVB INTERLAYER
35 +J-BD +PBD +/-80 +1-80 +/a +/-SD +J-80 +/-80 d-79.8 H-794 3/1 6"HEAT STRENGTHENED GLASS
37 +J-BO +/-80 +1_m +1_W +1.80 +l-8D -T7.2 +/-75.1 N-73A +h722 31WANNEALEDGLASS PRODUCT REVISED
39 +ASD +/-80 41-M +/.80 +/-80 +/-78.1 /-725 d-7Q3 +1.88.5 N-66.3 Bu ldingcomp ing with tho Florido
41 +/_W +/-80 +1-BD +/70.8 +1-77.2 N-74.3 1-67.9 +1.85.1 N-83.4 +/-Bt.8 4 t1 � NOA-No. .10
43 +/-80 +/-80 +1-80 +1.77A +1-74.3 N-71.3 /-64.7 481.E +/-59.8 *%2 NOp-No. 20A40 a45 +/.W +/-80 +/-78.9 +1.75.4 N-72.1 +l-6B9 /-622 459. +1.57.5 [radon Date• 2/19/2024
g 47 +/-BO +f-80 +1-71.2 +673.8 N-70.1 +/-66.8 +1S3S +/-6D.3 +JS7.7 5�' I+-LONG SIDE By;
F 49 +1-80 +/-79.3 +/.75.6 +/-71.9 +/56.3 +/.64.9 +/$1.5 +/S82 GLASS B�
51 +/-80 M77.5 H74.1 +/-7D.3 +J-68.7 +/-611 +/59.7 1-3 Miami ade Produeft:o trot
53 +1--791 M--76.6 N--72.4 +/-68.8 +1-65.1 N-Bi.S SHORT
55 M 77.q +173.9 +4-70.6 +1.87-3 N-63.5 mil"' SIDE � E)NO CHANGES THIS SHEET.
57 +1-738 +hT2 +Jfi8.6 +/-65.3 20 13 +
59 +t.74.2 +170.3 +f-f;8.8 .J_ „JR-03111/20
81 +/-727 +i.69.7 +/-Bs GLASS TYPE 1 �
L53 +1-712 41.67.1
65 +/4 7 +/.MS f�---LONG SIDE ---►{
87 +f-68.3 T
68.7/8 +Ag7 T
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO-TIP DIMENSION IN SHORT
THE TABLE TO DETERMINE THEWINDOWSIZE SIDE z �y
2)FOR SIZES NOT SHOWN,ROUND UP 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 J`.. [L V' O
COMPLETELY FITVMIN. �' °WO O
L7 N R N
TABLE DIMENSIONS MAY BE 0 W
ORIENTED VERTICALLY OR O-J Z �a
TABLES: HORIZONTALLY AS SHOWN. Z LL(o
Window Design Pressure(*I-,psi)for GMS Type 3 IU U m
LimaSid li taT n I-'W 9M0
68-718 73 77 81 85 TI 93 97 101 105 110.1/2 GLASS STACK
31 41-80 41-80 41-80 41-80 +/-80 +1-80 +f-80 +/-W %80 +/_m +/-80 3/6LASSASTACK Z 0 O
33 4/-80 +/-80 N-BO ¢ m N
35 +/-80 LL
N-80 N-80 4/S0 +/A0 +/-80 +1-80 +/-80 +/_80 +/-BD +JAD STRENGTHENED GLASS .3
37 41-80 41-80 N-8D +/-so +1-60 +11W +/-80 .140 4/480 +/_m +/_W 3fis,TEMPERED GLASS J
39 4/$0 4/-80 +/.80 +/SO +J$m +/-00 +f--BD +/-W H--79A +/--7B.4 +J--74.3 3/16"ANNEALED GLASS SHOIQ-. F
41 V-80 N-80 N-8D +1-80 41-SD +1-90 +I_m +1-787 H-73Z +17D9 +/S9 7116-AIRSPACE SPACE .090"PVB � StIDET ® m Z Lu te°45
of
43 W-80 H--� H-8D +Am 41-80 +/-BD +1-77 4h73.1 41-69.6 +/-66.9 +1.65.2 11 INTL32LAYER �'
F 45 4f$0 N-60 4l-80 4/SO +1-80 4/7r.8 +/-74.1 N 70.3 +1.6T.5 +1-63.9 c F
47 4AW N-80 N-80 +/-80 +1-79.2 +/-75.4 +141.7 Haaj Hl>5.1 p W Z
F 49 4/-80 N-80 N-00 +f-80 4l-772 4l-73.3 +/-89.5 +h85.8 5 5I8„ Z a
51 +G80 +/-8D 4160 +l-7BA -1-75.3 +1-71.3 H-BZ5 GLASS SITE Z p
OS 53 4/_80 +/SD +/-80 N-77.7 +/-73.5 4/59.5 LONG 10
55 +/-80 N-80 N-79.6 N-76 +/-71.8 1-3 ¢ SIDE
57 41-80 4/-80 +/-775 N-73.8 W
59 4480 +l-79.4 41-75.4 EXTERIOR I LL
X W
"61 +MO +1-77.6 H-735 a s 21 13 alit '�QO 6 a5
63 +1_80 +/-76.8
as +1-78e v74 GLASSTYPE3
B7 +l-772 '
s&7/8 *h74.9 SHORT
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROMTHETRTO-TP DIMENSION IN ODE LICENSE -'�'�F
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,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE NlNICH 7HE OVERALL DIMENSIONS
COMPLETELY FIT WITHIN. LC
O •. S A7E F - (7j
,On/AL LaG`�
A LYNN N9LLER,P.E.
P.E.40705
TABLE 4:
Window Design Pressure(0,psf)for Glass Types 2 S 4
Long Side,Tip to TT in
M7/8 1 73 77 81 85 89 93 97 101 105 110412 1 113 117 121 125 129 133 137 141 145
31 41-W +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 y-g +1-80 +/-8D +/-BD +/-80 +/-so +/-80 +/-80 +m +/-80 +/-80 +1-80 +/-80
33 +/-80 +/-80 +/-W +/-80 +/.80 +/_80 +/-80 +/-80 +/-80 +/-BO +/-80 +/-BD -1-M +1.80 +/-80 +/-80 +/-80 -1-60 +689 +/.80
35 +/-BD +/-80 -1-80 +/-80 +/•80 +/-80 +/-80 +1-80 +/-80 +/-SD +hao +/.BD +/-80 +1-80 +/.8D +/-8D +/-SD PRODUCT REVISED
37 4/-80 .1-80 +/-80 +/-80 +/-BD +/-80 +/-80 41-80 +/-80 +/-80 +1.80 +/-80 +/-W +/•80 +/.80 +/$0 as complying with the Florida
39 +/•80 41-M +/.80 +/-80 +/.8D +/-8D W-80 +/-80 +/.BD +/-80 +/.80 +1,80 41.80 +/-80 Building Coda
41 +/-80 +1-80 +/-80 +1-80 y-00 +/-00 +/-80 +1-80 +/•60 +1_00 +/-80 +/.80 NOA-No. 2040401.10
43 +/-Be +/-00 +1-80 +1.8D +1.80 +/-8o +1-80 41-80 +/410 +/$0 +/-80 Ex Imtlon at'. 2 1912024 - -
F 45 +/-80 +/-80 +/.8D +/-80 +/-BD +"a +/-80 +/-80 +/-80 +/-80 � �/J,'p'�-
47 0-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-8D +1-80 By: aSNacdL7
F 49 +"D +/-80 N-80 +b80 +1-80 +/-80 +/-80 +/-80 dllam ado Prodse rol
m 51 +F80 +/-80 +/-B0 +/-8D +/-80 +"0 +/-80 E NO CHANGES THIS SHEET.
53 +h80 +/-80 +l-60 +1-w +/-80 +1-79.1 )
r 55 +/-80 +1-80 +/-80 +/460 +1-78.6 ..
w 57 +/-80 +/-DO +/-W +/-79.1 °JR-03111/20
59 W-80 +/-80 +/-80 .s
61 N�80 N-80 +1-79.3
63 +b80 +/-10
65 +/-80 1 +/-80
67 +/-80 1 1 1 1 1 1 Y W
68-7/8 +/-60 Ul 1p a
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT I"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW Ste.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NE XTAVAILABLE SHORT OR LONG DIMENSION, 0 V' O .-
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FiT WITHIN. }n alo0 O
0 M inQ N
ZLL Z a'laa 0
LU
V L) co O
I.—Z _ oN
14116"NOM. ��ll III! TABLE DIMENSIONS MAYBE W C9 Owl
7116"LAMINATED —I GLASS STACK I 1 GLASS
� �� ORIENTED VERTICALLY OR o Z t� o
GLASS STACK II I —�II HORIZONTALLY AS SHOWN. Z--LONGQLQ LD
w u
.090"PVB INTERLAYER 3/16"TEMPERED GLASS 3/16"HEAT STRENGTHENED GLASS SIDE J ED
3/16"HEAT STRENGTHENED GLASS Q
3l16'HEAT �— LONG SIDE H F
3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE .090'PVB INTERLAYER r ® � Z L11� J-4s
4 11 11 SHORT z 0 M Z
SIDyDE �� zo 0 Z
618" 6 6f8" L SHORT t- SZ lL aloo5
GLASS BITE GLASS BITE 9 Z 1N�
1� W O C
K w S
EXTERIOR EXTERIOR �— LONG SIDE --�� LL 0 D.
20 13 a s 21 13 T-
sp11 ysa0 sauces
`� GLASS TYPE 2 GLASS TYPE 4 SHORT y LONG
SIDE SIDE ,•� G"Y LYIUry�r''����.
ICL=N•. 7�
No 50705
SHORT -
SIDE %�O'• S7AE0� (V��
�T'•.
•AzORID.T..tiG�t,
'' TONAL�`,��••
A LYNN MILLER P.E.
PEfJ 58705 -
TABLES:
Window Design Pressure(+/•,pal)for Glace Type 6
Lwnv
sw4, bli 7/16"LAMINATED �1
68.718 73 1 77 1 78-X4 81 85 89 93 97 1 101 105 1D9 1161/2 GLASS STACK
37 +90'-130 +eN-127.6 I+90/-1236 49W-121.7 +BB'-119.8 W0'-116.6 +90/-113.5 +901-H7 +901-108.6 +0-105.3 +ea'-104.6 +901-1D4.5 +901-100.5
39 +01-128.1 +00/-120 +801-111.6 49N•1129 4001AI1 +W-107.6 +9N-104.6 +8d-101.7 +90I-99.6 +W-97.7 49N-961 +901.94.8 +0/•94.1 .090"SG INTERLAYER
41 4901-120.1 +80'-113.6 +BN-1(7.3 +BN-105.2 -r-1w +801.1DOS +901-97.6 +90!-849 4W-92 0-898 41-M 0-86.5 41-86
43 +9a•114.4 4BW-107.s +W-1026 49N-1m7 +90!•988 +W-952 +eN-922 H-89.1 H-eS8 +/•61 +R81A 41-BOA 41-00.1 3116'ANNEALED GLASS
45 +901.108.7 +9W-1026 4WI.988 +9W-97.1 +9d-84.9 +9N-01 +1-87.3 W-B4.1 H-81.7 +h79.7 H-77.8 +1-70A 4/-76.6 3/16•ANNEALED GLASS PRODUCT REVISED
47 +90r-W-4 +0N-89.13 1+BOF957 +W. B 4901.91A +/A7.5 +/•83B 41.81 H-78.9 +1-78.7 +/•74.7 4/J27 4/-72 as complying with the Florida49 +9N-101A 4991-97 +9N-928 +BN•9a8 41-WS 41-84.3 +/-812 41-78.6 41-78.1 N•73.9 41•71.7 +1A0.8• 41-68.9 4 11 Building Cods
F 61 +90E-98.1 +BNA4.1 +BN-90.1 +/-88 H 2 4857 +1-82 +/•78.1 H46.3 41•73.8 H-71.2 H4869 H•eB.B HfS.e N -04 OA-No. 2007.'IO
63 4901-95.3 +W-91.1 W-97A 0-Me +1-m.9 +I-= H-77 41•74.1 H-71.3 H4887 +/683 41-64 H-632
H 65 4BW62.5 4"8.2 j4f-S1m8 +1-8M6
41629 +/61.4 +1.76.1 +1.74.9 H-71.9 H6A1 +/684 0.611) +/61.8 41612 616' IrH1�oa D_Hte: 2119/2024_ __ -
S 67 +1.89.5 +165.3 H60.e H-78 +1.76.2 41-73 4169.9 H6B9 H64.1 +L64.9 08D.1 GLASS SITE �+- LONG SIDEw 59 +167.1 +6828 H-784 H-76.8 W-74 +1.71.1 +167.9 H64.8 H622 +160.3C81 H•84.6 H•80.8 H-782 H-744 P71.7 4169 +/.as H628 H60.8 1-2 MI.M HAB Pdu o trol
Bi3i63 H-B25 +/•7d9 +1-73.2 H-71A +168.4 +/65.6 4/629 H•®.9
65 +/60.7 +1-77 +/-722 H-70.4 +f67.3 +/-64.4 +162 D(TERIOR SHOR767 +r-79 +/-763 H-7B2 H-w +1.85.2 +h624 Z0 13 SIDE y E)NO CHANGES THIS SHEET.
§k716 +1.77.3 H-73.6 H68.6 H666 +1633 H61.1
73 - 0 +a70.z +164.6 +r62e H6D.5 �JR-0311120
5 H61.9 GLASS TYPE 5
78ar4 +/686 4/64.8 +160.9 C
1)TIP-TO:nP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT I-FROM THE TIP-TO-TIP DIMENSION IN THE
LONG SIDE
TABLE TO DETERUANE THE WINDOW SIZE. �- ---►i
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FINDTHE SMALLEST WINDOW SIZE INTHETABLE ABOVE WHICH THE OVERALL DIMENSIONS r+7 Y W
COMPLETELYFITWITHIN. SHORT SIDE a .48a
O
C7 N sle0 Ir N
TABLE DIMENSIONS MAY BE m W
TABLE 6: ORIENTED VERTICALLY OR O LL o Z ao
Window Design Pressure(+1-,ps1)for Glass Type 7 =)HORIZONTALLY AS SHOWN. Z 4o W
L v d o
9tle W- 00 'aN
68-7/6 73 7r 78314 81 85 89 93 W 1D7 105 109 110-112 1-1/16'NOM. F-W :: 9Ma
31 +9N-130 +901-130 +90F130 4901-130 +9y130 +901-130 +901-130 +W-130 +OW-130 +9d-130 +901-130 +9N-130 +901-130 GLASS STACK � /(7 L�> - Z O
33 +9W-130 +801-130 +90%130 +901-130 4gN430 +9y-130 +801-130 +9a'-130 +M'130 +W-130 +9W-130 +=-ISO +90F130 ..��JJ 7/16"LAMINATED 9J p r�
35 a9W.130 40W-130 +90/-130 +W-130 +W-130 +9y-130 +901-130 +9a'-13o 4801-130 4W-130 +90h130 +9W-130 +&V-130 I GLASS STACK `"-Z CO) LL
37 +9W-130 +9W-13D +901-130 48W130 +9N-13D +901-130 +9d-12s.3 +901-125.4 4901-122.6 4901.120.1 +W-1181 +9W-N81 +90/-118.1 4G�
W39 +9W-130 49d-13D +=-1234 +901.127.6 4=-1264 4901.121.5 49d-116.1 +BW-114.9 4W-112b +90MI0.4 +9d-108.8 +W-IMD +801-108.3 3M6" 16'ANNEALED GLASS
m V41 +BW-130 +BW-128.3 +9W-1212 +8N-118.9 +901-1184 +BW-113.B 4901-110.5 +GWADT.2 4W-101.9 +0pi-101.3 -M-99.4 +9W-W.7 +90/-97-73/76'ANNEALEDGLASS a43 49W-128.3+9W-121.6 +9/-115.8 +901-113.8 +8W-111.4 49W-107.5 +9W-104.2 +9p1-10D.6 +8d-97 4W.93.8 +801-02 +90/-90.9 +90/•90.5 1 1 345 +9W-1229.20MI6.e +9W11t5 +BW-109.7 +9W107.3 49W1028 49W-937 +0W-95 +9W923 49W-90.1 4167.8 +BW-85.9 +8W65A .DSD-SG INTERLAYER SHORT I .a (n W 7°�47 +BW-118 +9W-1127 +9W-10&14BW-106.1 +9W7035 +9W-98.B49W64A +9WAt.6 H-89.1 H-88.7 +BW-B4A +BW621 +80/67.3S RZ49 +9W-1142+Wr-109.B +M-104.8 +9W-102.7 +90'-100 +WI-s5.3 +BW91.8 +/6B.7 +168 +8W835 +8014H H .51 +eW-110.9+9W-10B.3 +9W-101.8 +9W-99.8 +9W-9BB +OW-OZ7 +4893 4/.M2 +8W812 48W-60.5 +1.77.9 M-75.4 H-74.501 53 +9W.107.T +901-102.9 +9W-867 +9W-96.7 +9W-94.1 +W'-9a4 H67 +BW63.7 +6W6Q6 +1.77.7 +/44.9 +/-72-3 41-71A OQ) W Z
65 +9W-104.fi +9W99.8 49W-95.3 +BW-83.7 +W!•9f.8 Hffi3 iBW-84.8 r9W61.3 +/-761 H-75.1 +/-722 H68.B H•89.1 FW61 +9W-101.5 4BW-964 +90/-925 +9WA1 41-MS +80'68.1 +BW624 4/-789 +1-76.6 +/.72.5 H69.9 +/67.9 " Z LL58 +9W-BB.b aBOI-89.6 H•BO N•B8.5 ieW-88.8 +BW-83.6 4W/6D.3 4/-78.7 H-73.3 +F70.3 H6&2 ASS BfiE61 +9W-95.6 +80161.3 H-87.7 4BW-M.2 +001-K3 +W-si H-77.9 4/-74.6 H-71 H6B.7 ` LONG63 +901.= N68.1 +8W6(3 +8W627 +8W60.7 +1-77.3 +1.74 +1-71 Hffi8 TO/ SIDEW55 +SDI-91.2 M67 46W632 +BW81.B H-79.6 H-76.1 H-72.8 +1-70 X W
6T +/69,3 +8W-85 +8014H +/a9A H-77.3 H-737 H-70.5 687/B +167.3 +=-OtZ H-79.1 :%A H-75.2 .1 .8 +1 eli'1 '�SsO seuag
T3 +8Wffi2 +7-79.4 +F75,1 4/-732 +1-71 H684
77 0-79.1 +/-76.1 +1-71.4 4169.0 GLASS TYPE 7 111 a 111+r 7 7
78-914 +/-77.4 H-732 H69.B 4149LB - 7
i)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROMTHETIP•TO-TIP DIMENSION IN THE SHORT ♦``♦` .`... ...r�',\t\� . ..'U�.
TABLE TO DETERMINE THE WINDOW SIZE. SIDE �• .-' �ICEN„F'•�((%
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THETABLE ABOVE WHICH THE OVERALL DIMENSIONS �7 No.55705 �
COMPLETELY FIT WITHIN.
A LYNN MILLER,RE
P.E#58705 _
LE 7•
Window Design Pressure(+/-,pal)for Glass Types 6&8
Lag Side,Tip to Tip in
68.7/8 73 77 78-8/4 81 85 89 93 97 101 105 1 109 1 11D-1/2 113 117 121 1 125 129 1 137 145
31 +9W-130 +SW-130 +9W-130 +901-130 +901-130 +901-130 +901-130 +W-130 +901-130 +SY-130 +901-130 1 +9W-130 +90/-130 +901-130 +9D1-130 +801-130 1 +901-130 +90/•130 1 +8D/-13D +8N-130
33 +90/430 +90/-130 +91Y-130 +90)130 +Sa/-130 +90/-130 +901.130 +901.130 +90/•130 +BOI-130 +901-130 1 +901-130 +9W-130 +9p/-130 +801-130 4901.131) +901-130 +801-130 +80/-130 +90%130
35 +DD/-130 +901-130 +9N-13D +91/-130 +80/•130 +901-130 +80/-130 +BW-030 +9N-130 4OW-130 +901-130 4901-130 +9111-130 +901-130 +90/-1m0 +901-130 +90/-130 +M.130 +801-110 +80/-110 PRODUCT REVISED
37 +90I-130 +901.130 +801-130 +Sa1-130 +901-130 +901-130 +901-130 +80/•130 +90/430 +8N-130 +DW-130 +91Y.130 +90/-130 +9W-30 +90/430 +901-130 +9W-130 +W-130 +8W-110 +80/-110 as PRODUCT
with the Florida
39 +BW-130 +9W-130 +90'-130 +9W-130 +SW-130 +9N-130 +901-130 +9111.130 +9W-13D +901-130 +96t130 +901-130 +90/-130 49W-130 +SW-130 4901-130 +BW.110 +8W-110 +8W-110 +80/-110 as complying
Code
41 +-9W-130 +80/-130 49W-130 +90I-130 t90/-130 +9D1-130 +8W-130 +8W-130 +80%130 +8W-130 +9W-130 +9W13D +9W-130 4901-130 +8W-110 410-110 +BW-110 +0/•110 +BW-11D +8D/-110 NDA-No.�FFvi43 +9D/.130 49W-13D +W.130 +90L130 +901-130 +0/-130 +9W.130
+9 -130 +901-130 +901-130 +BN-130 +9W-130 +W-130 48W-110 +801-110 +BW-110 +8 .110 48 -110 +801-110 +8 -110
Ngyia;
mI
20-0401.1 0
c 45 +90/-130 +W-130 +90�13D +9W-130 +901.130 +9W-13D +901-130 +9DF130 +8Y-13D +9431) +9W-130 4 +8 -11047 49W130 +9W13D +9W-130 t90/-130 +9 -130 -10 +8W-11D 8 -1108 ration Date• 2119/2024
0t / 1 +8W-110 +801-110 +801-110 +81Y-11D 480-110 +8W-110
E49 +9W-130 +SD-130 +9W-130 +SW-130 +M-130 +9D/-130 +9W-13D +8W13D +9W-130 +80/-110 +8W.110 +8W-110 +Bf/-110 45 -110 +80/-110 +8 -110 +W-110
51 +Wm30 +90-130 +9W-130 +OW-130 +901-130 +9W-130 +9W-130 89.4-128. +8W110 +8W110 +8W-110 +8W110 +W.110 +801-110 +8W710 48W110 ads Prodo rol
53 +9W-130 +9W-130 +8W13D +8W-130 +90/-130 +901-130 BI-128.1 +8W110 +8W110 48W-110 +SW-110 +8W-110 48W110 +8W110 +8-110
65 +901-130 +9W-130 +9W-13D +901-130 +901-130 +8881-128.1 +8W10 +801.110 48W-110 +W-110 +BW-110 +8W-11D +8W110 +801-110 E)NO CHANGES THIS SHEET.n5 +W-130 +8 -13D +9W-130 +9W-130 +89.41-129 +8W-110 +BDt-110 +0W-110 48W110 +BW110 +SW11D +8W-110
59 +9W-130 +9W130 +BW-130 +895-128.1 +8W710 +W-110 +8W.110 +8W110 W-110 +BW110 +6WN0 JR-031112
61 +BO%130 +90/_130 89.61-129. +8%110 +8W110 +BW-110 +8W.110 +801-110 +BW110 4W-110
63 4:5 + 130 +BW-110 +=-10 +8W-110 +W-110 +W110 +BW-110 4801-110
65 +90-130 +901-130 +801.110 +8W-110 - +BW-110 +8W-11D +BD/-110
67 +90/-130 +801-110 48W-110 INE +p-110 +8W-110
6-7l8 +901-130 +8W-110 +801-110 +8W-110 +SW110 +801-110 +8W-110
+8W110 +8W110 +W11p + 110 W
+80/-110 1 +8111-110 +804110 W
- -- --
]
7B-374 +BW-110 W7+BW-110 +810 +BW-110 > �?�
1)TIP-TOMP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THETIRTO•TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ❑
2)FOR SIZES NOT SHOWN,ROUND UPTO THE NEXTAVAILABLE SHORTOR LONG DIMENSION. }U) slop O Q
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FITWITHIN. (7 K C4
c+�
Z LL m J xas 13
=Ol e- W
w O ado ❑
—T 'on
TABLE DIMENSIONS MAY BE T ~w U -We
ORIENTED VERTICALLYOR I �> v Z o_
1-1/18"NOM. rn O
HORIZONTALLY AS SHOWN. Z
711 W LANNATED GLASS STACK 7/16"LAMINATED F• W LL
GLASS STACK GLASS STACK LONG 0
SIDE m Lo
3/16'HEAT STRENGTHENED GLASS
LONG SIDE
a
- .09D"SG INTERLAYgt 3/16"TEMPERED GLASS F W leayg
3116"HEAT 3/18"HEAT STRL7JGTf07dm GLASS ® N
STRENGTHENED GLASS 7/16"AIRSPACE .09D"SG INTERIAYER
z Of
3/16"HEAT STR4HENEOSS SHORTa' N F
11 'SIDE O W Z
SHORT F Z LU e1-S
5 SIDE S I Q
S Z o
�" 518' C711.1
NGLASS BITEGLASS BITE u 1-2LONG SIDE —►� WO.EXT EXTERIOR / '.sop seuaS
0 13 s 21 13 SHORT f7 LONG ttf tl t1117///1
GLASS TYPE 6 GLASS TYPE 8 SIDE SIDE �� taY LYg1,rv�/
j No.58705
SHORT f �•.� "/l :•
SIDE 3uj
F ;4
"',1"0NAL 1111 tENG``
A LYNN MILLER,P.E.
P.E868705_
TYR ANCHOR TYPE,
2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION
OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYpE C
NOTE 2,THIS SHEET SEE TABLE 6,THIS SHEET TYPE B E--MB--ED••M��ENT
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP,
TYpE A 114"MAX SEE NOTE 2,TOISSHEET
EMBEDMENT I SHIM
TYP.ANCHOR TYPE,EMBEDMENI'AND EDGE PRODUCT REVISED
;,'�. EDGE DISTANCE PER SUBSTRATE, DISTANCE is comp n with the Florida
SE
E EE TABLE B.THIS SHEET gg
Buildin ode
9
DISTANCE .•J B NOA-No. 20-0401.70
�114"MAX
1 SHIM Ex Ir" Date• 2/19/2024
1 ey G{ti
It Mlam-0ade Produe�-6o trot
12 USED FOR ALL P J
SIDES OF E)REVISED ANCHOR TYPE
8 ARCHITECTURAL 71 TABLE,UPDATED MATERIAL
SHAPES®11-71W EXTERIOR •� PROP.TABLE.
29 O.C.MAX. 4 V 71
CONCRETE/CMU �/ :'d'..•,
PER ANCHOR VISIBLE LIGFITWIDTH= JR-03/11/20
REQUIREMENT WINDOW BUCK WIDTH-2.3W
WPIDOW BUCK WIDTH
WINDOW CPER ANCHOR tq W
EI H EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR .,m8
HEIGHT C] REQUIREMENT .—
INSTALLATION HORIZONTAL SECTION A-A o 0
TIP-TO-TIP METHOD D AB 8• N e7Oc 0 1t0.�1
HEIGHT VISIBLE 1/4" Anchor Su�trale Min Edso Min.Em6edmeN Mdx O.C. 9 A W - 111�
LIGHT MAX. Sperin9 O LL O Z .(g L.1
SHIM SOrIItlern PllB(G0. ) sli6" 1.116" 2" uxola
HEIGHT= Atumfnxn.6063•TSmkt aW a 1r =LLI 6 W
WINDOW 612 or 0144105S Serew A38 Steel 31W 0.083•• 17BUCK
IUU—J'() d
9
HEIGHT- � scuthem Pke(SG-a.55) sits• 1-31ir tr O W^ CO sm0
23/4" Alumlmm,6053 Steel 5min, 3/s 0.063"• tr Z OZ o
EXTERIOR 072 orC14 Sleet Saew(GS) O
STEEL SELF-DRILLING A38 Steel wr 0.06T• tr F LL
O
MS(G5),SEE TABLE Un Steel Stud Gr.33 min. 3/8" 0.047(1811). 1r
1/4'410 SS CmteFlmc Taub CMU,ASTM C-0) 2-11r 1-tl4• 1r
8,THIS SHEET Concrete(min.3.35 ke1) 1" 1-W tr "'f O t0
MIAMI-DARE APPROVED MULLION(SEE Ca¢rete 8nia 285 k0i 7' 7.114• 1r m N F laaYS
SEPERATE NOA),ALUMINUM,STEEL FRAMING t/4"Steel Ultr con Conerole(min 285 ke8 2-7Yt 1315 tr eD
Un uled CIdU. S1M 2-12• 1-7l4' 12,OR STEEL STUD.SEE SUBSTRATE ry O
21 PROPERTIES,TABLE B,THIS SHEET v4•steel Utrecon Concrete min.3 keD 13l1s" 1.vs. 12, 3 Q F
6 Ungrouted Cr4U 0.5TM C•tb f-f2' 1.1l4" 12* p O ~ z
5116"Steel Ulecon Catemle(min,3.5 ksp 1.11'r 1314" 12- F ❑ W oleos
Grouted GMU,(ASTM C?IO 2-11r 12• sZ Z
5 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 7
N r1/4"MAX SHIM "UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. t7 ❑
1i. ALL HEAD TYPES APPLICABLE W Z E
T} LL LL LL
I 1X WOOD BUCKSTRIP, INSTALLATION NOTES: on'1 •ssea seueS
SEE NOTE 2,THIS SHEET
T --. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND Material Min.Fy MIrL F„ ``��11j1tL'r'ylllil��
EDGE DISTANCE LIMITS. Steel Screw 92 ksi 120 ksi `�� ti.....N���
• CONCRETE PER
EMBEDMENT +.. •• ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X",ARE BUCKS WHOSE TOTAL 410 Screw 90 ksi 110 ksl ,>�•.•' uC'cNSF'•.�CF`i
•+. �. •�• REQUIREMENT THICKNESS IS LESS THAN 1-l2%1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Elco UHraCanD 155 ksi 177 ksl •'.�
BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS No.58705
114"DaWalt UltraCon+G 148 ksi 164 ksi __ dr: _
.•; - WARE 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 SS ElcolDewait CreteFlex® 127.4 ksi 189.7 ksi WOOD BUCKS TO BE ENGINEERED BY OTHERS DRAB APPROVED BY
INSTALLATION EDGE TYP.ANCHOR TYPE.EMBEDMENT AUTHORITY HAVING JURISDICTION. 6D63-T5 AkanklUm 16 ksi 22 ks1
TYPE B DISTANCE AND EDGE DISTANCE PER A38 Steel 36 Its; 58 ksi '�0••' STATEFb
SUBSTRATE,SEE TABLE B.THIS SHEET 3.FOR ATTACHMENTTO METAL-THE STRUCTURAL MEMBER SHALL BE OFA GC 33 Steel Stud 33 k5i 45 ksi
VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME ��S ••.... C9
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR err ZONAL
MULLION NOA APPLIES TO WHOLE SYSTEM A LYNN MILLER,P.E.
P.E.068705
TYP.ANCHOR TYPE, INSTALLATION
EDGE EMBEDMENTANDEDGE INSTALLATION
2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, TYPE G TYPE F
OR FRAMING,SEE SEE TABLE 9,THIS SHEET EMBEDMENT
NOTE 2,THS SHEET 1X WOODBUCKSTRIP,
EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION Iy IM Max
EMBEDMENT .-[� —� SHIM TYP.ANCHOR TYPE,EMBEDNENT'AND
TYPE E EDGE DISTANCE PER SUBSTRATE, EDGE PRODUCT REVISED
•'-e SEE TABLES,THIS SHEET DISTANCE
EDGE *' g as complying with the Florida
DISTANCE. '. NOA-No.IldingCode 20-0401.10
+'
�1/4"MAX 2
2 SHIM FiRtration Data•(2/19/2024 - ------
.;�•�•. By: � IC
Mlnm-code Produ"o ttaol
12 USEDFORALL
SIDES OF 11 E)REVISED ANCHOR TYPE
8 ARCHITECTURAL EXTERIOR E TABLE,UPDATED MATERIAL
EXTERIOR SHAPES911-7/8' :�••'•'.•.:`•.' 4 _(� a PROP.TAE.
29 O.C.MNC CONCRETE/CMUy VISIBLE LIGHT WIDTH 1� 5 z
BL
WINDOW BUCK WIDTH-2-W'
PERANCHOR I JR-03111/20
REQUIREMENT WINDOW BUCK WIDTH
WINDOW HORIZONTAL SECTION C-C CONCRETECMU �C w
BUCK INSTALLATION PERANCHOR j a '•tea
HEIGHT TYPE H REQUIREMENT o v
SLE 9:
1/4" A� SUMtmte Mr'Edge Min.Embedment max O.C. N ele0 0
MAX. Disumee spacing it CO)
IX l04
SHIMVISIBLE (S -e.55) snT tare 1r _j M LU
LIGHT 012 or 014410 SS Spew AlumNun 5083-T5 min 8• o.tw3' 12' 0 LL p Z urn ai0 O
A38 Steel 318' 0.083"• 1r Z LLl m J
HEIGHT= 9 Steel Stud.Gr.33 min. 31S 0.045 18 Ge 1r = W
I U L)o 0
BUCK Souttrem Pire ISG=0.55) 0118• lara• IT .aN
BUCK Akoninum,8o83-T5 mn 318' 0.083"• 1r Z'a' Oleo
HEIGHT- EXTERIOR 012 ar0145teel Sar�mx(G5) A36 Steel 3B• am.. tr 0
2-314" r STEEL SELF-DRILLING Steel Stud.Gr.33 min 318• 0.045 19 Gal• 12, Z O
SMS(G5),SEE TABLE
U ed CMU,(AS1M C90) 2-1/2' 1-1/4" 1r
9,THIS SHEET 1/4'410 SS GeteRex .-• F- Z LL
0
Caaerete(min.3.35 ke8 r 1-va• 1r g O O
MIAMI-DADE APPROVED MULLION(SEE concede(min.7.55 ksq t" ta/4• it
SEPERATE NOA),ALUMINUM,STEEL FRAMING 114"Steel Mtmeon Goxmte(min 285 k58 2-1/r Tvi IT Q
Urgmuted CMU.(ASTkt Gs0) 2-1? 1-1/4' 12 OR STEEL STUD.SEE SUBSTRATE m /j J leays
PROPERTIES,TABLE S.-THIS SHEET 1/4•Steel Ueraron+ C"Arete(min.3 ks7 tarts: tale• IT ® 2 Z Q
U uteri CMU slid Ceo 1-1rr 1-1/4• 1r N F- co 21 5r18•S1ee1 Mkecan Care(min.3.5 ksi) 1-1/4• tal4• tY Z O Z Z
g Grouted CMU.(ASTM CJJO 2-i/r1 tare I 1z' 1 O
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, F Z (9 ele-S
"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. S ,J pQ
5 ALL HEAD TYPES APPLICABLE. 7
�1/4"MAX SHIM Wol
INSTALLATION NOTES:
1X WOOD BUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THISSHEET.FOLLOW EMBEDMENTAND LL LL •x w I sauas
SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS.
-I— .- Materiel Min.Ft, Min.F. `t�1
T 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X•,ARE BUCKS WHOSE TOTAL
CONCRETE PER THICKNESS IS LESS THAN 1-1/Y.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Steel Screw 92 ksi 120 ksl \�`���1.G�`7,:.....i�
EMBEDMENT ,•Ia•� ;'', ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 410 Screw 90 ka1 110 ksi : �_.• t,7GEIV Ic
•' R QUIREMENT WARE 1412"THICK OR GREATER EATR INSTALLATION TO THE SUBSTRATE OF � Q,� •���
',:• •' •` •i" Elco UltraCong 155 ksl 1T7 ksf = No.58705 '
•, ; :•••` WOOD BUCKS TO BE ENGINEERED BY OTHERS OR ASAPPROVED BY 1/4"DeWelt UIflaCott+G 148 ksi 164 ksi - -!.•AUTHORITY HAVING JURISDICTION.INSTALLATION 1 EDGE a 410 SS Efco/Dewalt CretenexG 127.4 ksf 189.7 ksi =
TYPE pISTANCE TYP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENTTO METAL:THE STRUCTURAL MEMBER SHALL BE OFAS(ZE 8063-75 Aluminum 18 Its! 22 ksi ^� IT
� (� XAND EDGE DISTANCE PER TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. Q'• <CI
A38 Steel 36 ksi 58 kst .(�'•
SUBSTRATE,SEE TABLE 9,THIS SHEET Cc •-:c�ORIDP,.•'
VERTICAL SECTION D-D 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR Gr.33 Steel Stud 33 ksi 45 ksi % ,
MULLION NDA APPLIES To WHOLE SYSTEM �""S/ANAL
/fllill'O
A LYNN MILLER,P.E.
P.E058705_- -- -_
FIN FRAMES ARE ONLY TO BE USED
zX WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 1-4(PVS INSTALLATION
TYP.ANCHOR TIDE, OR FRAMING,SEE INTERLAYER),NOTTO BE USED WITH TYPE K
EMBEDMENT AND EDGE -+I EMBEDMENT + TYPE J GLASS TYPES S-a,
NOTE 2,THIS SHEET (SG INTERIAYER).
DISTANCE PER SUBSTRATE, EDGE {�_
SEE TABLE 10.THIS SHEET DISTANCE I - ,r4°MAX EDGE DISTANCE —►�
EDGE —�1 SHIM
INSTALLATION 0 DISTANCE a 2X WOOD BUCKSTRIP a TYPE I 2X WOOD BG,SEE IP
OR FRAMING,SEE OR FRAMING,SEE PRODUCT REVISED
NOTE 2,THIS SHEET NOTE 2,THIS SHEET on complying with the Florida
Budding Eod0
TYR ANCHOR TYPE,EMBEDMENT AND NOA-No. 20-0401.10
1/4"MAX EDGE DISTANCE PER SUBSTRATE, Imtlon Data- 2119/2024
3 SHIM 6 SEE TABLE 10,THIS SHEET II
BII 'JA
EMBEDMENT
MI ade Product-G t I
3 EMBEDMENT
12 USED FOR ALL �SIDES OF E)NO CHANGES THIS SHEET.
8 ARCHITECTURAL •>' JR-03/11/20
EXTERIOR SHAPES @ 11-7r8°
O.C.MAX.
EXTERIOR
I VISIBLEUGHTWIDTH= 5 07 Y W
BUCK INSTALLATION II�� WINDOW BUCK WIDTH-z-3/a" j a •,tea
HEIGHT TYPE L WINDOW BUCK WIDTH K
EXTERIOR 1/4° 0 0
Q
a 6H HORIZONTAL SECTION E-E it N
VISIBLE 0_ o Z
LIGHT Z rD ,J °wwD
HEIGHT= B U U dUJ
WINDOW STEEL SELF-DRILLING Cc
BUCK SMS(GS),SEE TABLE TABLE ID: F-•W 0 ame
HEIGHT- 10,THISSHEET Min.Edge Max.O.C. o� .-
Anchor Substrata h Q Z c
23/4' 4 Distance Spacing o Z O
2-1/2"x.113"Box Nail So m Pine( -0.55) 51157 5' u-
MIAMI-DADEAPPROVED MULLION(SEE 2-1/T x.131"Common Nail Swthem P G=0.55) 3/8 5' g O
SEPERATE NOA),ALUMINUM,STEEL FRAMING 00
2-1/2"x.145°Roofin Nail Southern Pine(SG=0.55) 3/8" 5" Q
OR STEEL STUD.SEE SUBSTRATE Southern Pine(SG=0.55) 1/2° 5" Co W°Vs
PROPERTIES,TABLE 10,THIS SHEET m
#10 x 1"Steel Screw' O
0.093°Alluninum,6063-15 min. 5116, 5° ® z z
1/16"A38 Steel 5/16" 5" a F-
21 6 2X WOOD BUCKSTRIP 0.045"(18 Ga)Steel Stud,Gr.33 5116" 5" o O f2
~ Z
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE I
OR FRAMING,SEE Y--S
� Z Q
NOTE 2,THIS SHEET g a- o
5Eli /4°MAX SHIM a Z n
xz �
INSTALLATION NOTES: LL u- a
°lit •asap asmg
INSTALLATION 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW
TYPE J < d EMBEDMENT AND EDGE DISTANCE LIMITS. `\7111 v-flll�
EDGE DISTANCE Material N6n.Fr Min.Fu ��� QFS:(L /Ilp�
2.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL Steel Screw 92 Isi 1201si -�-� • yiCENSF•.!!���
-1 BE OFA SIZE TO PROVIDE FULL SUPPORTTO THE WINDOWFRAME.
6DB3-15AIwdnum 161sl 22161
�--EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT A36 Steel 36 Isl 58 ksi _ ;;• No,58705 -
AND EDGE DISTANCE PER 3.NDOWAPPLICABLE,MULLION
LOWER DESIGN PRESSURE FROM EITHER _ -„-
SUBS'TFtATE,SEE TABLE ID,THIS SHEET WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Gr.33 Steel Stud 33 kd 45 Isl _
VERTICAL SECTION F-F =U^.-'U Al'-f' a
�tltlF
ORIDII
A LYNN MILLER,P.E°
- P.Et<58705 - _
EDGE DISTANCE TYP.ANCHORTYPE, FIN FRAMES ARE ONLY TO BE USED
EMBEDMENT AND EDGE WITH GLASS TYPES 1-4(PVB
2X WOOD BUCKSTRIP DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERIAYER),NOT TO BE USED WITH INSTALLATION EMBEDMENT
OR FRAMING,SEE SEE TABLE 11,THIS SHEET GLASS TYPES 5-8,(SG INTERIAYFR).
NOTE 2,THIS SHEET TYPE N
EMBEDMENT
INSTALLATION va"MAX SHIM
TYPE M n EMBEDMENT IX WOOD BUCKSTRIP,SEE PRODUCT REVISED
a 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET as complying with the Florida
OR FRAMING,SEE BefldlnB Code
NOTE 2,THIS SHEET NOMto. 20.0401.10
�i/4'MA% TYP,ANCHOR TYPE,EMBEDME TTAND -
Exel-tIon Oate 211912024
3 SHIM EDGE DISTANCE PER SUBSTRATE, By. r2f
B SEE TABLE 11,THIS SHEET
Miam ade Producf-6o rtrol
12 USEDFORALL E�REVISED ANCHOR TYPE
SIDES OF EDGE 3 t TABLE,UPDATED MATERIAL
B ARCHITECTURAL DISTANCE EDGE •5 PROP.TABLE
EXTERIOR SHAPES®11-7/8 - DISTANCE
D.C.MINX.
JR-03111120
INSTALLATION 4 CONCRETFJCMU LU R LU
WINDOW t1 PERANCHOR > a ;
BUCK TYPE O VISIBLE LIGHT WIDTH= 6 REQUIREMENT R 5.
1/4' WINDOW BUCK WIDTH-2-3W O
HEIGHT EXTERIOR to N Q
aSHIM WINDOWBUCKWIDTH EXTERIOR >_N etos 0 N
HORIZONTAL SECTION G-G a-1 o z d
VISItE 9 ux0r0
LLo
LIGHT of-) o LU
HEIGFIT= STEEL SELF-DRIL NG TABLE ti:
SINS(G5),sEETABLE Anchor Substrate Min.Edge Min.Embedment MaX O.C. Ui Z$ 7 'ON
WINDOW Distance Spacing I-_
BUCK i1,THIS SHEET Soul P{re(SCr0,55) 9l1G' 1310° 4.9" r=' Z 9/AO
HEIGHT- Aluminum 6061•T5 min 6" 0. 4.9" o
2-3W 012 ar#14 410 SS Screw
A36 Steel 316" 0.063'' 4.9" t= LL
MIAMI-DADE APPROVED MULLION(SEE Sleet Stud,Gr.33 ntirt 3/6' 0.045'18 Gal' 4.9° 5 0)
SEPERATE NOA),ALUMINUM,STEEL FRAMING Southern Pine(SG 1111) 9116" 13/8" 4.9' -j w
OR STEEL STUD.SEE SUBSTRATE Aluminum,6063-15 min. wr 0.063"• 4.9" Q
PROPERTIES,TABLE 11,THIS SHEET #12 or#14 Steel Screw(G5) m ~ laay5
A36 Steel 3/6' 0.063'° 4.9' ® ❑
Steel Stul Gu 33 mtn. 318' 01145"18 Ga• 4.9` $'
Urgiouted CMU,(ASTM C-90) 2-110 14/4" 91 2r F i�-
1f4'410 SS Cre2eFlax Z Z
in.21 Concrete(m 3.35 ksl 1' 13/4" 9' o ❑ DIDaS
6 CDncrete(min.285 kel 1" 13/4" 6'
1W Steel Ulkacon Concrete(min.2.65 ksl 2-112' 1316' 9" F o
Ungmuted CMU, ASTM C-90 2.1/2 14/4" 8" CO cV
5 �1/4"MAX SHIM Catrcrete(min.3 ksp 1" 13f9' 4.9' w ILU
❑ Z (SCE
114"Steel UltracoM Ix
muted CMU,AUlmU90 1` 1-114' 4.9" < Z
511G Steal llitracon Conereta(mm.3.5 k8l Il. tLL ILGmu2ad CMU.(ASTM C•90) 2-1T2' I 134' 9' en1 'Os�sauas
INSTALLATION 1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE
TYPE N 0 SEE NOTE 2,THIS SHEET 'UNGROUTED CMU"VALUES MAY BE USED FORGROUTED CMU APPLICATIONS.EA
ALL HD TYPES APPLICABLE ;�� �,o�•........ & ",1
INSTALLATION NOTES: yIGENSC-'• ,!
'• �•r;. :'." Material Min.F min.FD
EMBEDMENT .•.' ,'•• ,r•,� 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE OMITS. r
Steel Screw 02 ksi 12D ksi `.(.: No.58706
2.WOOD BUCKS DEPICTED ON THIS SHEETAS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 410 Strew go ksi 1'10 ksi �- -�-
1-1127.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE "O
CONCRETE/CMU •''• Elco UltraConD 155 ksi 177 ksi ZO ::•�
WOOD BUCKS DEPICTED AS"2X'ARE 1-12`THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF
PER ANCHOR EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. iW DeWalt UtmCon+® 148 ksl 164 ksi O ST TE F ,
REQUIREMENT DISTANCE 410 SS Elrw/Dawalt CmteFIaX® 127.4 ksi 189.7 ksl ���(+ -.FL ORIOP '•��`�
3.FOR ATTAC14MENT 70 METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL 6063-T5Alrsnkwm 16ks1' 22ks1 ��SS'Z
SUPPORTTO THE WINDOW FRAME A36 Steel 36 ksi 68 ksl '��/ANAL E�y.�
VERTICAL SECTION H-H Gr.33 steal stud 33 ksl 45 ksi f'f N I tl
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM ERHFR WINDOW OR MULLION NOAAPPIJES TO A LYNN MILLER,P.E,
WHOLESYSTEM. P.E.#5970.5 --
�I
TAB
[IBM
PGTPaRp Description Materiel 2.784- 2784• 2.784°
.094• —�-i 1 .094" .094' i+-
1 42MC Flanged Frame Alum.6063 T5 .074 082, .074 .0fir q074' I .Os
2 4285 Equal-leg Frame Alum.6083-T5 1.375• 1.375• L
3 4260 Integral Fin Frame Alum.6063-T5 1.875, 4W 500• .438- sas•4 4255 7116•Laml.Glass Beading Alum.6063T5 1.�0^ PRODUCT REVISED
5 4254 I.G.Glass Beading Alum.W63-T5 '� ��—•gyp � -'e'er as comp,y,ngg with the Florida
1.125° A77° Buliffing @ode
Be 4270 InstailffiIonFastener Cover AIum.8063•TS 10FLANGEFRAME 02 EQUAL-LEG FRAME i NOA-No. 20-0401.10
6b 4224 Installation Fastener Cover Rigid PVC �-- OFINFWIME ration Date 2 11 912 0 2 4Date 2 11 912 0 2 4_
8 4287 7/16°Lam,Glass Beading for Curves Alum.6063•T5 .s7o• f-- `r—.34V Byt�
9 4269 I.G.Beading for Curves - __ Alum.6063-T5 1.o3r .sro^ � � '3�• M,am ado erroau o trot
10 70589C Gasket(at 90°comer Johns) Polyethylene 6 .875, F1 875• 875" 875' 11 ll E)ADDED BACK9EDDING
11 TP247/8 Vinyl Bum Weatherstrip Flex PVC,Duro.85+/-1 r==,
u
12 61308K Foam Beading Tape �-y{�+ -,e5c^ t--lip- •o5e p5p, T �•��•..••- .059" T-7 O58' JR-03/11/20
"s
13 Dow 791,899,983,995 w GE 7700 Backbedding Silicone O 7/18"LAMI O 1-1116'I.G.GLASS O INSTALLATION O 7H6°LAMI O I.G.GLASS
4 GLASS BEADING 5 BEADING FASTENER COVER 8 GLASS BEADING 9 BEADING
20 T1652K Setting Block,Mono.3/16"x 7119'x 4" Neoprene,Duro.85+/-1 FORCURVES FOR CURVES
21 71704OLK Setting Block,I.G.3/16"x 1-3/3r x 4" Neoprene,Duro.85+/-1 co Y U1
29 176XI14FP #B X 1-1/4"FH SMS(Curved Beading) Stainless Steel S9 ICONE HOT-MELT ALUMINUM pOLyISOBUTYLENE DESICCANT FILL
30 781PDX #11 x V Quad PH SMS(Assembly) Stainless Steel STRUCTURAL BLttYI REINFORCEMENT
g 511WNCIA M 0
3/16'NOM. SILICONE O ul rn
POLYISO- 19'NOM. SM6'NOM. >-ti amo O o
75 Kommeriing Kodispace 4SG TPS SEAL
SUTYLENE WnH STRUCTURAL BUTYL_a (9 C4 It N
76 QUeneX Super Spacer nXr See this Sheet for DESICCANT SILICONE DESICCANT STAINIf OJ A, w
77 Quanex Duraseal Spacer Materials FOAM WITH FOAM O J o z 79 p
EXT.GLASS DESICCANT �.GLASS z LL� W
78 Candhral X.Edge Spacer EKT.GLASS w va
EXTS GLASS U U w O
NT.GLASS NT.GLASS NT.GLASS Z OD 0 of y1r0
75 KODISPACE 76 SUPER SPACERS OOURASEALe XL EDGEn" O I� Z W
4SG TPS NxT 77 SPACER 78 SPACER Z O w
~ ULL
O
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS ¢ Z o
FLANGE 8 EQUAL-LEG FRAMES FOR FIN FRAMES y y Paz® z Z re
ANGLEDICURVEDANGL
I FRAMANG
EOASSEMB Y FRAME ASSEMBLY F Q al"aS
z F-
FRAMEASSEMBLY FRAME ASSEMBLY W g c"I
m I LL m a
d ` ann > fl say
I r 10
10
ALL CORNERS TO ALL CORNERS ToUSE GASKET
I / USE GASKET n �U,••..• •. 1j7 �i
AND/OR SEALANT AND/OR SEALANT I :���•' LICEIySF•:��(���
I I / Q• •try
+ PFL�ANGE
EXTERIOR ECUAL•LEG FRAME�IORFLANGE FRAME EXTERIOR EXTERIOR f� MITERED FRAME WITH INTERIOR "` '•EOFRAME ANDEXTERH)RFRAMETHIWELOSMITERED FRAME NTH R 1 ANDEX7ERIORFRAkEVIlELDSiMAE (SHOWN)OR CORNER KEYS AT d (SHOWN)OR CORNER KEYS AT
O SCREW BOSSES.SEALANTATALL CORNERS jJ'�J .SCREW BOSSES.S[7UANTATALL CORNERS /r/7jjjjjj1vvl
i I O A LYNN MUM;4 Pz
Q� P. 59705