HomeMy WebLinkAboutNotice of Acceptance ,fixed window 1
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MIAMPDADE MIAMI-DADE COUNTY
Of PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE!ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamida4t.gov/economl
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 re ' ccep if it is determined by Miami—Dade County Product Control
i Section that this pro ct material a' s to me t the requirements of the applicable building code.
This product is a ro ed as described herein, nd has been designed to comply with the Florida Building
Code,including ei High Velocity Hurricane Z ne.-
DESCRIPTION Series"PW7720A"Alu um Fixed Window—L.M.I.
APPROVAL DO NT: Drawin o. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 101 of 10, a e /12/13,with revision ed 03/ repared by manufacturer, signed
and sealed by Anthony Lynn Miller,P.�anexpiratii�/
g the Mia ade o Pro ct Control Revision stamp
with the Notice of Acceptance be date by the Miami- County Product Control
Section.
MISSILE IMPACT ING: Large and Small Missile Impact Resistant
LABELING: Each'unit all bear a permanent label with the manufac er's name or logo, city, state,
model/series, and following tement: "Miami-Dade County Prod ontrol Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety,
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#17-0614.11 and consists of this page 1 and evidence pag -1,E-2,
E-3 and E-4,as well;as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.
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NOA No. 18-0430.05
MIAMI•DADE COUNTY Expiration Date: February 19,2024
Approval Date: August 23,2018
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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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-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
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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
j EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc.; Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
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
1 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. Testireports 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 i
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTLL,3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively,all signed and .
sealed by Joseph C. Chan, P.E.
(Sub fitted under NOA No. 034105.01)
Manuel Per z, .E.
Product Control a ner
j NOA No. 18- 30.05
Expiration Date: February 19,2024
i E-1 Approval Date: August 23,2018
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PGT Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014)and FBC Wh Edition(2017), dated 09/15/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
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D. QUALITY ASSURANCE
1. Miairii-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas® (Clear and White) Glass Interlayer"dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers-Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property- Compression Set for 22 HRS,
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
And Thermoplastic Elastomers of 143 lb/in.
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Manuel Pere , .E.
Product Control E a er
NOA No. 18- 30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
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PGT Industries,Inc. f }
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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F. STATEMENTS
1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6" Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez,RE
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda,P.E.
5. 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)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS I ,
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/,720/820"Aluminum Fixed Window—L.M.I." approved on 08/04/16 and expiring
on I2/19/19.
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 D dated 03/16/18,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
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M-nuelFeiey"'NE.
Product Control Ex4aAer
NOA No. 18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018'
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
7)Drop Load Test,per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-pound impact)
along with marked-up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition(2017),prepared by manufacturer,dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERL4L CERTIFICATIONS
I. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their .
"Tr6sifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
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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.
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia,P.E., Product Control Unit Supervisor.
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 10/1 and
expiring on 02/19/19.
{ Manuel Perez .E
{ roduct Control Exa i
NOA No. 18-0430.05
1 Expiration Date: February 19,2024
Approval Date: August 23,2018
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GENERAL NOTES:SERIES PW7720A
IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH VARIES, LARGE&SMALL MISSILE
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE SEE SHEETS 2-5 IMPACT RESISTANCE
HIGH VELOCITY HURRICANE ZONE(HVHZ). 49"TI7114"VISIBLE
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48" 48"BUCK WIDTH 48"BUCK WIDTH
DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45
LI 45-114"VISIBLE IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 45-114"VISIBLE PRODUCT REVISED
LIGHT WIDTH LIGHT WIDTH es tt+m i �viM the Florida
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY 6-/2"MAX. 6"MAX. —�I F+-- 2"MAX. �}od
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS , D,SHEET 7-I F,SHEET 8 I I building Code
H.SHEET 9 Axcplance No 16'0 '
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 kN-1
tsCONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER 'ANCHOR TYPE- Cc
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICKARE TO BE CONSIDE D q I C I E,SHEET 8
1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEETS A 9 CK SHEET 7 C G,SHEET 9. E.C' JR-03/16/16-UPDATED
INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS DEPICTEOAS I H GHT I 96"
ARE 1-1/2"THICK OR GREATER.1X AND2X BUCKS(WHEN USED)SH L _ BUCK VALUES AND SIZES FOR
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTU HEIGHT -------- - GLASS TYPES 5-8.
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 0 93-1/4" 93-1/4" > SERIES NAME CHANGE TO
THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 12"MAX. I VISIBLE 12"MAX. i VISIBLE 93-114" i / VISIBLE 7720A FROM 720.
O.C. LIGHT O.C. LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND W L / IGHT LIGHT HEIGHT
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMEN I 97 I / HEIGHT
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE 96" b 07 Y O
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL - IP-TO BUCK T i W
TIP
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF I I 5"MAX. J HEIGHT
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE I EIGHT I O.C. i ix O
SCOPE OF THESE INSTRUCTIONS. I -
r }cq o alu0 O p
6)MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION I I I O rraj F w U) ti
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS =dd _j
J o a H W
6 r I 1T I �s
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY I--►B�� �� 12"M O.C. " Z
J I--.-D-�� +— 12"MAX.O.C. F.H O Z LL- rop o _j mo,°
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6.112' MAX. 2"MAX. � =W E ❑
IMPOSED ON THEM BY THE WINDOW. 5"MAX.O.C. W U
F Z CO a ❑ 'oN
7)DESIGN PRESSURES: TYP.FLANGED FRA TYP.EQUAL-LEG FRAME TYP.FIN FRAME o W ^ c)
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALlCYCLE TEST ELEVATION ELEVATION ELEVATION O z o p O o
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. F- S O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1:
J W r
PER ASTM El300. GUIDE TO SHEETS: 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. In -0 7aays
GENERAL NOTES........................1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ® rn Z
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. `"u W U)
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS.......................2-5 = H Z
PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES..................2-5 12"O.C. WIDTH� WIDTH ❑ Z loa
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,FLANGE.............6 MAX. / ___ ___ ___ [---WIDTH�� I'�WIDTH -�{ D Z a 5
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION,EQUAL-LEG.......7 T r T r f , a S Q Qo
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION,INT.FIN A...........8 I / r �/ _ _ un —
S❑ W 04
FOR CORROSION RESISTANCE.REQUIREMENTSSHALL MEET THE OF THE FLORIDA BUILDING CODE INSTALLATION,INT.CORNER ASSEMBLY,IN 8........_::90 "I 1 / W I �� I w N I W W v UJ
X W
EXTRUSION PROFILES................10 MAX _I m I = I I = LLO
9)REFERENCES:TEST REPORTS FTL-3835,3850,7212&18-7763;ELCO PARTS LIST...................................10 1 L J a17:1 'asap saua5
ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS _
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. T WIDTH 1--T'�+WIDTH--I �--WIDTH—� T�--WIDTH
LYAJAI
10)THE 7720A SERIES WAS FORMERLY CALLED THE 7201820 SERIES. TT PeE 1. Sheet I IT F I I r r , ��`\'t�0�C......
# Description # t~=7 q/� �_•
CODES/STANDARDS USED: 1 7116"Lami 3/16"An-.090"PVB-3/16'HS 2 w r 'w w r' w '•�
2 7/16°Lami 3/16"HS-.090'PVB-3116"HS 3 m _ = x *; No.58705 *=
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION � _
•ASTM El 300-09 3 1-1l16'Lami.IG(311fi'T-7l16"AIr-3116"An-.090'PVB-3/16"HS) 2 L_ —J 1 L J - -
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 4 1-1116"Lami.IG(3/16'T-7116"AIr-3116"HS-.090"PVB-3/16"HS) 3 --0 :�
Of
•ALUMINUM DESIGN MANUAL,ADM-2015 5 7116"Lami(3/16"An-.090"SG-3116"An) 4 WIDTH WDTH-1 WIDTH WIDTH
•AISI S100.12 16`Lami(-11L HS-.D90°SG-3/16'H8 5 Tr--- ---', TI---- TI-- —1 ��---- i0T ST TE F ((/\
•AISC 360-10 1-1/16'Lami.IG(3/16'T-7/1fi"AIr-3/18"An-.090'SG-3/16°An 4 r r I I-I I r- �,�s.'•FZORIDP.••'G\?�
8 1-1/16-Lami.IG(3/16'T-7/16"AIr-3/16"HS-.090"SG-3116"'HS 5 // I O I / I O �'�S70NALE�\���
9 7 i
-- THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT-LB "SG"_"KURARAY SENTRYGLAB INTERLAYER"BY KURARAY AMERICA,INC. _ = I v = I I = r�1 r I t I I I 1\\\
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF "PVB"="KURARAY TROSIFOL®PVB INTERLAYER"BY KURARAY AMERICA,INC. 1 1 1 1
ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. J... .L .l L A LYNN MILLER,P.E.
P.E.#58705
TABLE 2:
Window Design Pressure(+/-,psf)for Glass Type 1
Long Side,Ti m Tip(in) 7/16"LAMINATED
6B-7/8 73 77 81 85 89 93 97 1-8 105 1 GLASS STACK
31 +/-80 +/•80 +1•80 +/-60 +/-80 +l-BO +/•80 +/-BO r/-80 +/•80 +1-80!-BO
33 +1.80 +1-80 +/-80 +!-80 :1-80 +/-80 +/-80 +/-80 +/•80 +/-80 +/-80 .090"PVB INTERLAYER
35 +/-80 +1-80 +/-80 +/-80 +1-80 +/_80 +1-8O +/-80 +I-BO +1-79.8 +1-79A
37 +/-80 +1•80 +/•8D +/-80 +/-80 +/•80 +1-79.7 +1-77.2 +/-75.1 +1-73.4 +1-72.2 3/16"ANNEALED GLASS 3/16"HEAT STRENGTHENED GLASS
39 +/-80 +1-80 +/-80 +f-80 +/-80 +/-78.1 +/-75.2 +/-72.5 +1-70.3 +/-68.5 +1-66.3 PRODUCT REVISED
41 +1-80 +/-80 +/•80 +/-79.8 +/-77.2 +/-74.3 +/-71.3 +f-67.9 +/-65.1 +1-63.4 +/-81.6 4 i t rs complyiuS n,ith the Florida
0 43 +1-80 +/-80 +1•80 +/-77,4 +/-74.3 +/-71.3 +/-68.2 +1•64.7 +/-61.6 +/-69.8 +/•58.2 Building Code
F 45 +/.80 +/-80 +1-78.9 +1-75.4 +1-72.1 +/-68.9 +/-65.6 +/-62.2 +/-59.7 +/-57.5 Atc:�auro No D,0j
3 47 +/•80 +1-80 +1-77.2 +1-73.6 +/•70.1 +/-66.6 +1-63.5 +1-60.3 +/-57.7 -_5/8" _ _ __-___.Epirnti.",n Datt
LONG SIDE
F- 49 +/-8�a1-79.3 +/-75.6 +/-71.9 +/-68.3 +/-64.9 +1-61.5 +/-58.2 _ � ------- -- ----- -- � �GLASS BITE - By
v 51 +/-80 +1-77.5 +1-74.1 +/-70.3 +/-66.7 +1-63.1 +1-59.7
rn 53 +l-79.1 +/-75.s +/-72A +/-68.8 +1-65.1 +/-6ts
1� iNli.mi edeProductCoxotol
65 +1-77.4 +1-73.8 +/-70.5 +/-67.3 +/-63.5 SHORT
57 +/-75.8 +/-72 +/-66.6 +/-85.3 EXT�EtR�I,OR SIDE NO CHANGES THIS SHEET.
59 +/-74.2 +/-70.3 +/.66.8 20 13
61 +/-72.7 +/-68.7 +1-65
+r•71.z +1-67.1 GLASS TYPE 1657 +I-65.567 +/-68.3 �- LONG SIDE�'63
718 T-
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN SHORT fL i M R
THE TABLE TO DETERMINE THE WINDOW SIZE. �j/
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE % > vi fV ^al/
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS 0 o �. 0
COMPLETELY FITWITHIN. N �u co
0 C'I r o a1oD 0 0
TABLE DIMENSIONS MAY BE 0 two w M �
TABLE 3: ORIENTED VERTICALLY OR •� o y LU Fa n
Window Design Pressure(+/ psf)for Glass Type 3 HORIZONTALLY AS SHOWN. =W _� o Lu
Lon Side,Ti b Tipin H Z i< -'ON
68-718 73 77 81 85 89 93 97 101 105 11U-1/2 1-1/16"NOM. W c� (7 0ma
GLASS STACK 7/16"LAMINATED
O
31 +1-80 +/--80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-8D +l-80 +/-BO +/-80 GLASS STACK o m p `o o
33 +1-80 +1-80 +/-BO y-8p +1-80 +1-80 +/�0 +l-BD +/-BO +/-gD +1.80 3116"HEAT �Z � -
35 +1-80 +/-80 +/-80 +1.80 +1-80 +l-80 +1-80 +1-80 +l-80 +/-80 +1-804GLANGTHENED GLASS U ~ W 0
LL
37 +1-80 +/-80 +1-80 +/-so +/-80 +/-80 +1-80 +1-80 +/-80 +/-BO +1-80 3116"TEMPE Q 0
39 +1-80 +/-80 +/.80 +l-80 +/-8D +/-80 +l-80 +1-80 +f-79.4 +/-76.4 +/-74.3 ANNEALED GLASS ¢ F
41 +/-80 +/-80 +/.80 +/-80 +/-80 +1-80 +1-80 +1-76.7 +/-73.5 +/-70.9 +1•69 711 SHORT ~
43 +1-80 +1-80 +!•80 +1-80 +/-80 +/-80 +/-77 +!- 0"PVB `N8, I, W iaay5
73.1 +l-69.5 +!_66.9 +1-65.2ERLAYER SIDE ® Z W
F 45 +/-80 +1-80 +/-BD +/-80 +/-80 +1-77.8 +/-74.1 +1.70.3 +1-67:5 +/-63.9 r F
8 47 +l-80 +/-80 +l-80 +/-80 +1-79.2 +/-75.4 +A71.7 +/-68.1 +/-65.1 j 3 W Z
n 49 +!-8D +l•80 +/-80 +/-80 +1-77.2 +/-73.3 +l•69.5 +/-85.8 51 +l•60 *I.80 +l-80 +l-79.4 *l-75.3 +/-71.3 rf-87.5 " Q � D= aio�s
53 +f•80 +1-80 +1-80 +1-77.7 +/-73.5 +l-69.5 BITE p a
55 +1-80 +1-80 +1-79.6 +1.76 +/•71.8 LONG � ZN57 +f-80 +1-80 +/JT5 +/-73.8 SIDE w00U W59 +/-80 +1-79A +1-75A EXTER X W1 +/-80 +/-77.6 +1-73.5 LL 0 d63 +1-10 +/-75.8 all!t "--a sauas
65 +1-78.6 +/-74
M7/9 +i-74.9 GLASS TYPE 3 I SHORT I LYAfAj
�t f-- 0,.......... 2ii
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN SIDE �'t�.• LICENSE'•.���
THE TABLE TO DETERMINE THE WINDOW SIZE.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. No.58705
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS =7✓r
COMPLETELY FIT WITHIN. _ v.TT!yVzjjyF?'
�0 :(U�U��
TONAL I1 \\�`�
A LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
Window Design Pressure(+/_ psf)for Glass Types 2&4
Lona Side.TiP to Ti in
68-7/8 73 77 81 85 89 93 97 101 105 110.112 1 113 117 121 125 129 133 137 141 145
31 +/-80 +/-80 +/•80 +1-80 +480 +/-80 +/-80 +/-80 +1-80 +1-80 +1.80 1 ♦1-80 +1-80 +1-80 +1-80 +1_80 +1-80 +1-80 +/-80 +/-80
33 +/-80 H-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 1 +/-80 +/-80 +/-80 +/-80 +/-80 +1.80 +1-60 +1-80 +/-80
35 +/-80 +/-80 +1•80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/•80 1 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 PRO➢UCf REVISED
37 +/-80 +/-80 +/-80 +/•80 +/.BO +1-60 +/-80 +/•80 +1.80 +1-80 +/-80 1 +1-8D +1-80 +/-80 +/-80 +/•8D W wmplying wills the Flmid3
39 +/-80 +/-80 +1-80 +1-80 +1-80 +1.80 +1-80 +/-80 +Aso +)-80 +1.80 I +/-so 0-80 +/-80 [suildiag Coda ^C
41 +/-80 +/-80 +/-80 +/-80 +1-80 +1.80 +/-80 +/•80 +/-80 +1-80 +1-80 +/•BO AcwP'R°"o Not R.�c7sA
G oa Dstc IIILLL(((JJJ•••Lllrrr"'YYY
- 43 +/-80 +/-80 +/-80 +1-80 +!-BO +/-80 +1-80 +/-80 +1-80 +1-80 +/-80
a
45——+/-80—--+/" '---- -- - ---BD---—+l-80----+1-80——+1-80— --+/-80---—+/-80—--+/-80——+1-60----+l-BO---------- -
3 47. -+/.80 +1-60 - +/-80- I-.+/-80-- +1-80 1 +1-80 - +/-80 +1-80' '+1-80
F 49 +/•80 +1-80 +1•80 +/•80 +1-80 1 +1-80 +/-80 +/-80
ro 51 +1-80 +/-80 +/-80 +1-8D +/-80 +/-80 +1-80
72 rn NO CHANGES THIS SHEET.
53 +/-80 +/-80 +1-80 +1-80 +1-80 +/-79.1
0 55 +1-80 +1-80 +/-80 +1-80 +/-78.6
N 57 +/-80 +1-80 +1-80 +1-79.1
59 +1-80 +/-80 +1-80
63 +l-80 +/-80
65 +L60 +1-80
67 +/-80 _
68-7/8 +/-80 LU 3 r �' ❑
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 UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑ o V O
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. >-
n o asop O Q
00 a z w Of N
rw n
Z LLL �
LU a s Z .(g ❑
= c u.xou0
W ❑
LU ®�
F Z 00 s¢ _ 77
1.1/16"NOM. TABLE DIMENSIONS MAYBE W
(D 0M0
7116"LAMINATED L� GLASS STACK 7/16"LAMINATED ORIENTED VERTICALLY OR C3 o N O
GLASS STACK I_ GLASS STACK HORIZONTALLY AS SHOWN. Z `� H W W
090"PVB INTERLAYER 3116"TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS SIDE g m LONG _j O
3/16'HEAT 3/16"HEAT STRENGTHENED GLASS '�— LONG SIDE FQ--
3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE .090"PVB INTERLAYER / m fn W Iaa45
z of
4 11 11 SHORT
SIDE 0 CO Z
LU
518" 5uz� 5/8" SHORT ¢SIDE 0 IL
Z I ajOJS
Q
GLASS BITE GLASS BITE Z O
1-3 n
F_J(TERIOR f+-- LONG SIDE X W
EXTERIOR W ❑ d
(� nnF
20 13 a 5-78 21 13 au!t '�sa0 sauag
GLASS TYPE 2 GLASS TYPE 4 SHORT LONG
SIDE SIDE `\sL 11l II IlI1I11/
0CEN3'
* No.58705
SHORT
SIDE
SOT'. T OF ((/�`
'•.FCORIOP.•''
i S G �
iy ONAL
E��.�.
1
A,LYNIJ LLER,P.E.
P.E.#58705
TABLE 5:
Window Design Pressure(+/-,psf)for Glass Type 5
Long Side.'no bTi in 7116"LAMINATED
68.716 73 77 78-3/4 1 81 1 a5 BB 1 93 97 101 105 109 110-112 GLASS STACK
37 +901-130 +901-127.5 +901-123.5 -901.121.7 +90/-179.8 +90/•116.5 +901•113.5 +90/-111 +90/-108.5 +90t-106.3 +901-104.5 +s0/-104.5 +90/-104.5
39 +90/-126.1 +901.120 +90/-114.5 +90/-112.9 +9WA 11 +90/-107.5 +901.104.5 +901-701.7 +80/-99.5 +901-97.7 +90/-96.1 +90/.94.8 +90/-94.1 .090"SG INTERLAYER
41 +90/•120.1 +90%113.5 +901.107.3 +90/-105.2 +90/-103 +90/-100.5 +901-97.8 +9D/-94S +901-92 +l$9.5 +/-88 +/-86S +/-86
43 +901-114.4 +901-107.5 +90l-102.5 +90/-100.7 +90/-98.6 +90/-95.2 +90l-92.2 +/-89.1 +/-85.8 +/-B3 +1-81A +/•80A +1-80.1 3/1,ANNEALED GLA S
45 +901-1OB.7 +901.102.5 +90/-98.8 +901-97.1 +901-94.9 +90/-91 +!•87.3 +/•84.1 +/-81.7 +/-79.7 +1-77.8 +1-76.1 H-75.8 3116"ANNEALED GLASS
47 +901-104A +901.99.8 +901-95.7 +001-93.9 +90/-91.8 +/-97.5 +1-83.6 +/-81 +1-70.9 H-76.7 H•74.7 H•72.7 H•72 PRQD(1CT'jiFVI3FD
49 +90/-101.1 +901-97 +90.92.8 .90/-90.9 +/.a8.5 +/-84.3 +/-81.2 H•7a.5 +/-78.1 .1-73.9 +/-71.7 +1-69.6 ./•68.9 4 11 os cpmplybe veldt llN Flotlda
F 51 +901.98.1 ♦901-94.1 +90/•90.1 +/-88.2 +1-85.7 +/-82 +/-79.1 H•76.3 N-73.8 N-71.2 +/$8.9 +l-8B.8 +/•85.9 Building
3 53 +90/-95.3 +901-91.1 +/-87.4 +/-85.8 +/-83.3 +/-80 +/-77 N•74.1 H-71.3 N$8.7 +/$6.3 +1-64 0-63.2
F 55 +901-92.5 +/-88.2 +1-84.3 +/-82.9 4-81.4 +1-78.1 +/-74.8 +1-71.9 H-69.1 H$6.4 N$3.9 H$1.8 H$1.2 5/8" L•xpNalfon Date �..
y 57 ./-89.8 +/-85.3 +/-81.8 H-00.6 +/-79 +/-76.2 +1-73 +/$9.9 +1-68.9 +144.7 +!$1.9 H$0.1 -GLASS BITE__ -LONG SIDE-
v_ -59--'+/-87.1 +/$2.8- -it-79.7--H-7BA--H-76.8-- +/-74 - +/-71.1 -+/$7.8---/-64.8 *I$2.2-- a!$0.3 ----- - ------ ------ - - - -- - - - -
a-61- +/.64.6 --+/-80.8 -H-77.B -1.76.2- ./-74.6 .1.71.7 H-69- H$5.9 +/-62.8 +/$0.8- - 1-2 T jyi0m Q„p/o�0et GvAro
`m 63 +/-825 +/-78.9 +1-74.6 +/-73.2 +I-71A +/-68.4 +1-65.5 H$2.9 +/.60.9 1
65 +1-B0.7 +/-77 +/•73.6 +/-722 +I-70.4 +1-67.3 +/-64.4 +/$2 EXTERIOR SHORT
57 +/•79 +1.75.3 .1-71.7 +/-70.2 +1.68.4 +/-65.2 +/-62.4 SID f JR-03116/18-UPDATED
68.7/8 +I-T7.3 +/-73.6 H-70 +/.68.5 N-66.6 +/$3.3 +f$1.1 20 13 VALUES AND SIZES.
73 +1-73.6 +/-70.2 +/438.5 +1-64.8 +1-62.9 +/-60.5
77 +/-70 +/•66.5 +I-63.2 +1.61.9 GLASS TYPE 5
7&3/4 +l-66.5 +/$4.8 H-619 1 .1.60.9
x
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. �` LONG SIDE
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 _
COMPLETELY FIT WITHIN, SHORT W ? Y ❑
SIDE P > vi (�_ "aa
w
❑u) H o d' 0
Of C'j
TABLE 6: 0.TABLE DIMENSIONS MAY BE OJ aW r-
ORIENTED VERTICALLY OR p_j n c.. Z Fa
Window Design Pressure(+!-,psQ For Glass Type 7 HORIZONTALLY AS SHOWN. Z LL m o 0 W uMo"p
=W
Lon Side n) U 0(J d ®R
68-7/8 73 77 7&314 81 B5 BB 1 93 97 101 1D5 1D9 '110-112 Z •gyp i
31 .901-130 .90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/.130 +BOW-130 +90/-13D +901-730 +90/-130 +90/•130 +90/-730 1-1/16'NOM. W cT
33 +901-130 +90/-130 +901-130 +90/-130 +80/-130 +9D/•130 +901-130 +90l-130 +901-130 +00/-13D +90%130 a801-130 +901-130 GLASS STACK �.I 7116"LAMINATED v ^> y Z M O
35 +901-133 +9d-130 4901.130 +80/-130 +SO/-130 +901-130 +901-130 +901-130 .901.130 +9V-13D +901-130 +90/-130 +90/-13D I GLASS STACK Z m O O (n
c7 It 37 +901-130 +901-1 30 +901-130 .901-130 +90/-730 +90/-130 +901-128.3 490/-125.4 .BO/-122.6 +BO1-120.1 +901-11 B.1 +90/-110.1 +90/-118.1 F J O
39 +90l-130 +901-130 +901-129A +90/-12T5 +901-125.4 +90/•121.5 +901-118.1 +901-114.9 +90/-112.5 .901-110.4 +90/-108.6 +90l-106.9 +90/-108.3 3116"TEMPERED GLASS 3/16"ANNEALED GLASS g
41 +SO/-130 +90/-128.3 +90/-121.2 +WA18.9 +9D/-116.4 +96'-113.6 +9Dl-110.5 +901-107.2 +901-103.9 +901-101.3 +901-99.4 +90/-97.7 +90/.97.1 311fi"ANNEALED GLASS J Q ,
43 +90/-129.3 +90/-121.5 +901-115.8 +90/-113.8 +90/-111.4 +901-107.5 +9D/-104.2 +901.100.5 +901-97 +90f-93.8 +901-92 +901-90.9 +90/-90.5 Q
45 +901-122.9 +901-115a +901-111.6 +90/-109.7 +901-107.3 +901-1028 +90/-98.7 +901-95 +90/.92.3 +901-9D.1 +1-87.9 +801.85.9 +Ba-85.4 7116"AIR SPACE .090"SG INTERLAYER SHORT I- W 1aay5
47 ♦901-116 +90/-112.7 .901.108.1 +90/-106.1 +901-103.5 +901-98.8 +90/44.4 +90/-81.5 +1.89.1 +/-85.7 +80/-84.4 +80/-82.1 +BO/-81.3 'l ® m
49 +901-114.2 +90/-109.6 +90/-1D4.8 +90/-102.7 +901-100 +901-95.3 +90/-91.8 +/$8 SIDE.7 +/-88 +801-83.5 +80/-81 •I-TB.7 +1-77.8 11 N Z _X
51 +901-110.9 +90/-106.3 +901.101.8 +9a/.99.a +90/-96S +901-92.7 ./-99.3 +/-86.2 +801-83.2 +80/- F-
8.7 7777.9 N-75.4 +I-74.5 O to I-
y 53 +90I-107.7 ♦801-102.9 +90!•98.7 .90/-96.T +901-84.1 +9O!•90.4 ./-87 +90/-83.7 +BO/-80.6 H-77.7 H-74.9 H-723 N-77.4 CO Z
n 55 +90/-104S +901-99.6 .B0I.952 +90/-93.7 +901-91.9 +/46.3 +801-84.8 .801-81.3 ./-78.1 +f-75.1 0-72.2 +/-69.B H-69.1 5 ❑ LU a10
in 57 +901-101.6 +901-96.4 +901.92.5 +90/-91 +/-89.3 +801-96.1 +801-92.4 +/-78.9 +1-75.6 +/.72.5 +/-69.9 +/-67.9ipb 518" ¢ Z 2 a5
59 +90l-98.5 +901-93.5 +1-BD +f-88.5 +80f-86a 4801-03.6 +801-80.3 +/-76.7 +/-73.3 +140.3 +l-68.2 GLASS BITE-t j p Z 0
61 +801-95.6 +90'-91.3 +/-87.7 +80/•85.2 +801-84.3 +80/-81 +/-77.9 +1-74.5 +/-71 ./-68.7 1 Z LONG ❑63 ♦90/-92.2 0-88.1 +801-a4.3 +801.82.7 +801 H z
-77.3 +I-74 +1.71 +1-68.8 SIDE u1 W
65 +901.91.2 +/-87 +801-83.2 +W-81.6 +/-79.6 +/-76.1 +/•728 +/•70 U (n
67 +/-8S3 .80/-es .60/-81 +/-79.4 +f-77.3 +/-73.7 -1.70.5 EXTERIOR X W
6&7/8 +/-87.3 +801-83.2 +1-79.1 +/-77.4 +/-75.2 +/-71.8 +/$9 LL ❑ a
73 +80/-83.2 H-79.4 .l-75.1 +/-73.2 +1-71 +f-68.4 � 7&78 21 13 al1'1 'asa0 sa!�a5
77 +/-79.1 +/-75.1 .1-71.4 1 +1$9.9 GLASS TYPE 7
78-314 +I-T7.4 +1-73.2 +/$9.9 +/-68.8
T DIMENSIONS
THE SHOWN.
OR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION IN THE `I SHORT
TABLE O DETERMINE `,\\Q N.�ILYNN
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE `� ,,......,•. �i
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS �_• .• _10ENSF'•,
COMPLETELY FIT WITHIN.
*: No.58705 '
8$' ''��
=0 .' sMAi�dF
••.FGORIDP.••'•�_'�
A.LYN 1 1f�11�1 ER,P.E.
P.E.#58705
TABLE 7'
Window Design Pressure psf)for Glass Types 6&8
Long Side,Tip to Tip(in)
68-7/8 73 77 r7-8-31481 85 89 93 97 01 1D5 109 11 -1/2 113 117 121 125 129 137 145
31 +90/•130 +901-130 *9/-130 +901-130 +901-130 +901-130 +90/- +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +9D/-130 +90/430 +901-130 +901-1 30
*9/-10 +90/-130 +9W-130 +901-130 +90/430 +901-130 +901430 +D/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +g0430 +901-130 +901.130 +90/-130
35 +901-130 +90/-130 +901-130 +9W-130 +90/-130 +90-130 +90/-130 +901-130 +90/-130 +901-130 -901.13D +90/•130 +90/-130 +90/-130 +90/430 +901-130 +901.130 +80/-110 +60/-110
PRODUCT
REVISED
+80/37 +901-130 +901.130 +90/-130 +90-130 +9W-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90%30 -110 +80/-110 cemply a with the F
loMm
39 +901-130 +901-130 +9W-130 +9W-130 +9W.130 +90/-130 +901-130 +901-130 +90/-130 +90-130 +901-130 +901-130 +901-130 +901-130 +9D7-130 +80/-110 +B .110 +801-110 +801.110 BaddigCde
41 +901-130 +901.130 +901-130 +901-130 +90f-130 +901-130 +901-130 +901-130 +901-130 +901A30 +901-13D +901-130 +90I-130 +801-110 +BDI-110 +801-110 +BW-110 +801-110 +801110 AcoeptzmwNo I& .C7C+43 +901.130 +901-130 +901-130 +90/-130 +901.130 +901-130 +901-13D +9W-130 +901-130 +901-130 +901-130 +90F130 +801-110 +801-110 +80/-110 +801.110 +mA10 +801-110 +801.110 F-19&6t1011Dc
E 45 +901.130 +90/43D +901-130
,
+90/•130 1 +901-130 +90/430 +901-130 +901.130 +901-130 +901-130 +601-110 +80/410 +501-110 +801-110 +801-110 +80/-110 +80/410 +804110 _ --- - --- - - --
BY
n 47 +9D1-130 +90/-130_ 190f-.130- +901430--+901.130- -+SO/-130--*901-130--+90f-130--+901-130--+90/-130- +BW-110--+801-110 +BWG110---+B01-110 +0410 +801-110 +80f-110 +801.110 - Fact
-- o 49 +901-130 1 +901-130 +901-130 -+901-130 +901-130- +9W-130 +9W-130 +90/-130 +90/430 +801-110 +601-110 +801-110 +BV-110 +801-110 +8W-110 +801-110 +80/-110
u 51 +90f-130 1 +90030 +901-130 +90/--130 +9W-130 +901-130 +90/-130 +89.41-128. +801-110 +BOW-110 +801-110 +BW-110 +801-110 +801-110 +801-110 +801-110
53 +901-130 1 +90/•130 +90/-130 +90/-130 +90%130 +90/-130 +B8.81-128.1 +801-110 +801-110 +801-110 +801-110 1001-110 +SW-110 +801-110 +80/-110
JR-03
55 +90/•130 '+90/•130 +9W-130 +9W-130 +9W130 88.81-128.1 +60/-110 +804110 +801-110 +80/_110 +BW-110 +SDI-110 +801.110 +801-110 -UPDATED
rn 57 +9W13p +901.130 +901-130 +901-130 +89.41-129 +801-110 +801-110 +801-110 +8W-110 +801-110 +8W110 +80I-110 .. VALUESS AND SIZES,
g 59 +901-130 1 +901.130 +901-130 +89.5/-129.1 +80/.110 +801-110 +8W-110 +804110 +801.110 1 +90/-110 +80l-110
1n 61 +90W/-130 I +9W.130 +89.61-129. +801-110 +BW-110 +801-110 +801-110 +801-110 +801-110 +80/-110 '
63 +g01-130 I +g0/•13D +801-110 +8W-110 +80/410 +8W-110 +801-110 +80/-110 +8W-110
65 +9W-130 +90/•130 +BW-110 +80/-110 +60/-110 +BW-110 +801-110 +8D/-110
67 +9W-130 +8W-110 +8W-110 +80/A10 +801-110 +8W-110 +8W-110
68-119 +901-130 +801-110 +BW-110 +B0L110 +B01.110 +8W-110 +801-110
73 +80/-110 +801.110 +801-110 +801-110 +80/-110 +801-110 LU ? Y O
77 +8W-110 +a0f-110 +801-110 +80l-110 � w a U) •naa
78.3/4 +8W-110 +80l-110 +801-110 +8W-110 �^. O
1)TIPJO-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. >-L0 a1o0 U N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O A t-w CO I--
J a¢ w 1
p J O � Z 78
Lj s0 w u
c=i L) d g
Lu Z co
S Q °N
TABLE DIMENSIONS MAY BE O w O smo
ORIENTED VERTICALLY OR o m °• O v
1-1116"NOM. HORIZONTALLY AS SHOWN. r Z c°a W LL
GLASS STACK 7116"LAMINATED LONG g J O
7/16"LAMINATED Q N
GLASS STACK GLASS STACK S1DE �J
.090"5G INTERLAYER 3116"TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS LONG SIDE j ' CO W laays
3116"HEAT 3116"HEAT STRENGTHENED GLASS '—
STRENGTHENED GLAS 7/16"AIR SPACE Z
.090"SG INTERLAYER SHORT # U) F
O to z
3/16"H AT STRENGTHENED GLASS SIDE
LU
4 11 11 _ I SHORT I- q z LL 5
SIDE f p Z D- Q
0
5/8, 5 5/8" Q C7 n
GLASS 817E GLASS BITE O JU X w
0)
1-2 1-2 �- LONG SIDE —+-I
� o o_
EXTERIOR EXTERIOR T- .LL 'a 3 sauas
20 13 �] 5.78 21 13 SHORT f� LONG �7...
SIDE SIDE .�• GN`l LYN1y� �.
GLASS TYPE 6 GLASS TYPE 8 L 1 ;���•' LICENSE'•��(�
SHORT -�••�WATO,SIDE :�0�•, ((/�;
i •'•,FCORIDA.••' S_
SZONAL 1 �0
A.LYNN MILLER,P.E.
P.E.#58705
TYP.ANCHOR TYPE,
2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION
OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE C EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET TYPE B I~`
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP,
TYPE A d 1/4"MAX SEE NOTE 2,THIS SHEEP "
EMBEDMENT I SHIM
TYDGEDI ANCHOR STANCE,EMBEDMENT AND
JL_iL EDGE DISTANCE PER SUBSTRATE, EDGE
EDGE B SEE TABLE B,THIS SHEET DISTANCE as wmplCT REVISED
ttu;
a:complying with tha Florida
DISTANCE Building Code
-L1/4"MAX Acceptance Nn l Q4$D.t
1 SHIM ° - - - -
--- ---- —-- -- - -- - - -- - - --- ---- -- - --------- -- - ----- __ bait
° BY
adc Prod&"
12 USED FOR ALL SIDES OF NO CHANGES THIS SHEET.
•• •• '
8 ARCHITECTURAL 11
SHAPES @ 11.7/8" EXTERIOR
29 O.C.MAX. °• 'a
CONCRETE/CMU 4
PERANCHOR I.,� VISIBLE LIGHT WIDTH= 5
REQUIREMENT WINDOW BUCK WIDTH-2-31W'
WINDOW WINDOW BUCK WIDTH CONCRETEICMU 6 P7 Y ❑
EXTERIOR
BUCK HEIGHT a TIP-TO-TIP WINDOW WIDTH REQUIREMENT w N ^att
INSTALLATION HORIZONTAL SECTION A-A ❑ °,
TIP-TO-TIP
IP-ow METHOD D TABLE B: 00 v ? atop 0WIN r
HEIGHT VISIBLE 17MAX. Anchor Substrate Min.Edge Mr.Embedment Max O.C. OJ_j O o.m Z r
LIGHT SHIM Distance Spacing Z IL C' ^s J —'r; ❑
HEIGHT= Southern Pine SG=0-55 9/16" 1-3/8" 12' 2 pj'- W -
Aluminum 6063-T5 min. 3/8" 0.063"• 0 U o o O
WINDOW #12 or#14 410 SS Screw W-ao
BUCK 9 A36 Sleel 318" 0.063"• l-.Z a �¢ O pM0
HEIGHT- Steel Stud Gr.33 min. 3/8" 0.045" 18 12" W ^
2-3/4' EXTERIOR u ern me 9116" 1-3/ 12" p v a OZ o
STEEL SELF-DRILLING #12 or#14 Steel Screw Aluminum 606- 3I8" 0.063"• 12" Z H LL
BMS(G5),SEE TABLE AnSteel 3/8" 0.063"• Q O
8,THIS SHEET Steel Stud Gn 33 min. 318" 0.045' 18 Gal' 12" .-I] Z (D
1!4.410 SS CreteFlax Un routed CMU, ASTM G90 2-1/2" 1-1/4" 12" ¢ O
MIAMI-DADE APPROVED MULLION(SEE Concrete(min.3.35 ksi) 1" 1-314" 17' m CD F�- hays
SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete min.2.85 ksi V. 1-314" 12" ® Z
OR STEEL STUD.SEE SUBSTRATE 1/4"Steel Ultracon Concrete min.2.85 ksi 2-1/7' 1-318" 12" •�-I co
21 PROPERTIES,TABLE B,THIS SHEET Un routed CMU ASTM C-90 2-1/7' 1-1/4" 12" Q H Z
6 Concrete min.3.5 ksi 1-1l4" 1-314" 17' Z Z aioag
5116"Steel Ultracon <Grouted CMU(A TM G90 2.117' 1-3J4" 17' -
5 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
O
�114"MAX SHIM "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ❑ O r
w
ALL HEAD TYPES APPLICABLE. LU Z
r/-/�� v X
TT
} 1X WOOD BUCKSTRIP, INSTALLATION NOTES: `� au•J asap saua5
I SEE NOTE 2,THIS SHEET
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMEr1TAND�—
CONCRETE PER \`\EDGE DISTANCE LIMITS. LYN/v
• `(
EMBEDMENT ,° ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Material Min.F, Min.Fu ��,•'' \GENSF'•.C��
• REQUIREMENT THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Q'; '•,�
Steel Screw 92 ksi ksi
BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 410 Screw 90 ksi 11D120 ksi _yi•: No.58705 *`
. °• "2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF _
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY Eloo UtraCon® 155 ksi 177 ksi -
II EDGE TYP.ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Eloo CreteRex® 127.4 ksi 199.7 ksi ` '�
INSTALLATION t� DISTANCE AND EDGE DISTANCE PER 6063-T5Aluminum 16ksi 22ksi ��'. ((/��
SUBSTRATE,SEE TABLE 8,THIS SHEET 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A A36 Steal 36 ksi 58 ksi ' 'n
VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Gr.33 Steel Stud 33 ksi 45 ksi �s ''•ZORIDP.•' \\�
�S
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR 1ONAL
MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#58705
TYP.ANCHOR TYPE, INSTALLATION
EDGE EMBEDMENT AND EDGE INSTALLATION
2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, TYPE G TYPE F
OR FRAMING,SEE SEE TABLE 9,THIS SHEET EMBEDMENT
NOTE 2,THIS SHEET 1X WOODBUCKSTRIP,
EMBEDMENT SEE NOTE 2,THIS SHEET '•
INSTALLATION + I� 1/4"k=
TYPES �I EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
1 EDGE DISTANCE PER SUBSTRATE, EDGE
PRODUCT REVISED
EDGE 8 SEE TABLE 9,THIS SHEET DISTANCE a.mPlyi gr idrth.Florida
DISTANCE Building Cod.
Aoe.Ptance No1$'OA•30
�1/4"MAX 2 ExpRation Dote
2 _SHIM__- _
12 USED FOR ALL 11 NO CHANGES THIS SHEET.
SIDES OF
8 ARCHITECTURAL EXTERIOR
EXTERIOR SHAPES Q 11.7/8' °• 4
29 O.C.MAX.a _ v VISIBLE LIGHT WIDTH
W = 5 a CONCRETE/CMU �f INDOW BUCK WIDTH-2-3/4'
PERANCHOR
REQUIREMENT WINDOW BUCK WIDTH
WINDOW HORIZONTAL SECTION C-C CONCRETE/CMU W i v) Y
BUCK INSTALLATION PER ANCHOR > a •°ab
HEIGHT �.pE H REQUIREMENT K w •'•
TABLE 9: O O `-
MA . Anchor Substrate Min.Edge Un.Embednent Max O.C. ((D N al°o U N
SHIM Distance S ci O m w to r-
VISIBLE Southern Pine SG=0.5 9/16" 1-3I8" 12" J o a y LU ,r n
LIGHT #12 or#14 410 SS Screw Ahzninu 6063-TS min. 3rB' 0.063"• 12" Z (0 o. _J °mo a
HEIGHT= 9 A365leel 3/9' 0.063"• 12" 2 LLr C W
WINDOW Steel Stud Gr.33 min. 3/8" 0.045" 18 Get12, U U o� ®�
BUCK Southern Pine SG=0.55 9/16" 1-3/B" IT F Z v a
HEIGHT- EXTERIOR Aluminum 6063-TS min. 3/8" 0.063"• 17' O W E O OMO
2-914" STEEL SELF-DRILLING #12 or#14 Steel Screw(GS) r•> �. a Z O
A36 Steel 3/8" 0.063"' 1P" O
SMS(G5),SEE TABLE Steel Stud r.33 min. 3/8" 0.045" 18 Gal 17' F Z m O_ .-
9.THIS SHEET F- Z LLO
MIA U routed CMU, ASTM C-90 2-1/2" 1-14' 12" O MI-DACE APPROVED MULLION SEE 1/4"410 SS CreteFlex � r-
( Concrete nin.3.35 ksi) 1" 1-3/4" 12, Q QH
SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete nun.2.85 ksi 1" 1-3/4"
OR STEEL STUD.SEE SUBSTRATE 1/4"Steel U racon Concrete nun.2.85 ksi 2-1/2" 1-3/8" 12" ® N rA .J taau5
PROPERTIES,TABLE 9,THIS SHEET # Z
Un routed CMU.(ASTM C-90 2-1/2" 1-1/4" 1T
21 5116"Steel Utracon Concrete min.3.5 ksi 1-1/4" 1-3/4" 12" p _Z Z
6 Grouted CMU A C-90 2-tY1" 1-3/4" 1T :3
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. < Z
/ "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. u- W o
(5?� ALL HEAD TYPES APPLICABLE. >
`l �1/4"MAX SHIM w W a e
w 55
INSTALLATION NOTES: c7 X O
li W d
1X WOOD BUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND Ial!!1 '°sa0 saua5
SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. Material Min.Fr Min.Fu `71 rrr
2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Steel Screw 92 ksi 120 ksi ���� Op1..L....
CONCRETE PER THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN
EMBEDMENT •' 410 Screw 90 ksi 110 ksi ` ��•'•�10ENSF'•!C��
° ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS Elco UtraCon® 155 ksi 177 ksi �-, '•• _
• t • REQUIREMENT "2X'ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 SS Boo CreteFle)O 127.4 ksi 189.7 ksi No.58705
° WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY y}
AUTHORITY HAVING JURISDICTION. 6063-T5Aluninum 16 ksi 22 ksi /n{ -
INSTALLATION PF
EDGE ° A36 Steel 36 ksi 58 ksi "G '•v"t
c}/
TYPE F _ pIEDGE TYP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE Gr.33 Steel Stud 33 ksi 45 ksi %gyp
AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. •, F <C/
SUBSTRATE,SEE TABLE 9,THIS SHEET % '•.,<ORtoP,.•'•
VERTICAL SECTION D-D 4.IFAPPLICABLE,
L WERDES TO I NPRESSURE FROM EITHER WINDOWOR ��'SSE SYSTEM.
�ONALIE�G�%
MULLIOA.LYNN MILLER,P.E.
P.E.#53705
FIN FRAMES ARE ONLY TO BE USED
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 1-4(PVB INSTALLATION
EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE TYPE J INTERLAYER),NOT TO BE USED WITH TYPE K
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET EDGE GLASS TYPES 5-8,(SG INERLAYER).
SEE TABLE 10,THIS SHEET DISTANCE 114 MAX EDGE DISTANCE
EDGE M
INSTALLATION O DISTANCE 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP
TYPE I OR FRAMING,SEE OR NOTE 2.THIS SHEET O PRODUCEREVISED
MING,SEE
NOTE 2,THIS SHEET m—NYiaB n�tM FlbrWa
TYP.ANCHOR TYPE,EMBEDMENT AND Bmldi gCode
EDGE DISTANCE PER SUBSTRATE, Aanpleuce
1/4'MAX Expeation Date
3 SHIM _ 6 _- SEE TABLE 10,THIS SHEET ___ _ - - - - -- -
_ EMBEDMENT BY
Mimi edr Product
3 EMBEDMENT
12 USED FOR ALL � NO CHANGES THIS SHEET.
SIDEB OF
8 ARCHITECTURAL L
EXTERIOR F1
SHAPES @ 11-7/8"
29 D.C.MAX.
EXTERIOR
11
WINDOW INSTALLATION �— VISIBLE LIGHT WIDTH- 5 LU i a Y ^O
BUCK WINDOW BUCK WIDTH-2-314' 7 rq a
HEIGHT E L WINDOW BUCK WIDTH W w a'
E
XTERIOR 114" 0 JE o 4 CO0
s m HORIZONTAL SECTION E-E O N w "'.° °� NM 1nVISIBLEO LL O o., Z ,(g o
LIGHT Z LL J umoj0
HEIGHT=
UUo ®� O
WINDOW STEEL SELF-DRILLING � aN
BUCK SMS(G5).SEE TABLE TABLE 10: �Z 7M0
HEIGHT- 10,THIS SHEET Min.Edge Max.O.C, o^j Z
'2_3/4" Anchor Substrate v o
Distance Spacing Z m $ O
2-1/2'x.113"Box Nail Southern Pine SG=0.55 5/16" 5" " g LL
MIAMI-DADE APPROVED MULLION(SEE 2-1/2"%.131"Common Nail Southern Pine SG=0.55 3/8" 5" O
SEPERATE NOA),ALUMINUM,STEEL FRAMING •� m
OR STEEL STUD.SEE SUBSTRATE 2-1/2"x.145"Roofing Nall Southern Pine SG=0.55 3/8" 5"
PROPERTIES,TABLE 10,THIS SHEET Southern Pine SG=0.55 1/2" 5" `� Iaa4S
0.093"Alum nu 6063-TS m n. 5/16" 5" ® m Z Z
#10 x 1"Steel Screw(GS)' O to
21 1/16"A36 Steel 5/16" 5" � F- H
6 2X WOOD BUCKSTRIP 0.045" 18 Ga Steel Stud Gr.33 5/16" 5" � O a Z
OR FRAMING,SEE 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Q Z J aloa5 '
NOTE 2,THIS SHEET p S ~ Q
5 �1/4"MAX SHIM S r-
w W Z n
U x Z
INSTALLATION NOES: LL EL D-
aI1rL asa°saua5 ,
INSTALLATION __ 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW
TYPE J Q EMBEDMENT AND EDGE DISTANCE LIMITS.
EDGE DISTANCE Material Min.Fr Mn.F"
2.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL SMeI Screw 92 ksi 120 ksl ;�,� ONY�YNNMz�',,,
.�L. BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 606345 ANminum 16 k51 22 ksl ` _'� �1cENSF •,(�P
Q-: _
I+— EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT 3.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER A36 Steel 36 k51 58 ksl ,I
AND EDGE DISTANCE PER . Gr.33 Steel Stud 33 ksl 45 ksl N0.56705
WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM
SUBSTRATE,SEE TABLE 10,THIS SHEET
VERTICAL SECTION F-F s AT of
:
A-
A.
A.LYNN MILLER,P.E.
P.E.#58705 I
EDGE DISTANCE TYP.ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED
EMBEDMENT AND EDGE WITH GLASS TYPES 1-4(PVB EMBEDMENT
2X WOOD BUCKSTRIP DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER),NOT TO BE USED WITH INSTALLATION
OR FRAMING,SEE SEE TABLE 11.THIS SHEET GLASS TYPES 5-8,(SG INTERLAYER). TYPE N
NOTE 2,THIS SHEET
EMBEDMENT
INSTALLATION 114"MAX SHIM
TYPE M EMBEDMENT
O 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET ns cem ish pl}�cg w tha Florida
OR FRAMING,SEE Buitdieg Code
NOTE 2,THIS SHEET Ac pt..a N.la' .
�1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND ExpeWlon lOa�
3 SHIM _.-EDGE.DISTANCE-PER SUBSTRATE------ --- -� -- -- Ma�1i ede Prodder
i__-----------'--
_- SEE TABLE 11,THIS SHEET
12 USED FOR ALL 3 NO CHANGES THIS SHEET.
SIDES OF EDGE n `
8 ARCHITECTURAL DISTANCE I I EDGE
EXTERIOR SHAPES @ 11-718" lll/// DISTANCE
29 O.C.MAX.
}I 11
INSTALLATION q CONCRETE/CMU uJ L5 4
WINDOW t 1 PER ANCHOR � y ^ob
BUCK TYPED I(� VISIBLE LIGHT WIDTH= 5 REQUIREMENT Ir w
1l4" f WINDOW BUCK WIDTH-2-314" O w O
HEIGHT EXTERIOR MAX EXTERIOR }^ atop p
G] SHIM WINDOW BUCK WIDTH (.0 N =� D' N
Om w rn
HORIZONTAL SECTION G-G _J� C> a" z Ke o
VISIBLE 9 Z x J umoip
LIGHT STEEL SELF-DRILLING TABLE 11:. c e 0
HEIGHT= Ul 2 o O-4
WINDOW 5MS(GS),SEE TABLE Anchor Substrate Min.Edge Min.Embedment Max O.C. Z ,ma, 0 R (=0 9M0
BUCK 11,THIS SHEET DIS1anCe S aCln W
HEIGHT- 0 Southern SG 0.55 9116" 1-3(6" 6.2" Q i Z o
2-3/a #12 or#14 410 SS Screw Aluminum,6063-TS min. 3!8" 0.063"` 6.2" Z o�% O LL
MIAMI-DADE APPROVED MULLION(SEE A36 Steel 1 318" 0.063"` 6.2" O
SEPERATE NOA),ALUMINUM,STEEL FRAMING Steel Stud Gr.33 min. 318" 0.045' 18 Ga ` 6.2" Ja m
OR STEEL STUD.SEE SUBSTRATE Southern Pine SG=0.55 9/16" 1-318" 6.2"
PROPERTIES,TABLE 11,THIS SHEET m CD
CD 1ae45
#12 or#14 Steel Screw(G5) Aluminum 6063-T5 min. 3/8" 0.063"` 6.2"
Z Z
A36 Steel 3!6" 0.063"` 6.2" O F
Steel Stud Gr,33 min. 3/6" 0.045" 18 Ga 6.2" i F_ Z
21
g 1/4"410 SS CreteFlex Un routed CMU, ASTMI C•91) 2-112' 1.14' 11.91 a p g 7o,5
Concrete min.3.36 ksi) 1" 1-3/4" 11.6" o Z F
Concrete min.2.85 ksi 1" 1-3/4" 11.6" C,
�1/4"MAX SHIM 1/4"Steel URracon Concrete min.2.85 ksi 2-1/2" 1-3l8" 11.6" w UJ Z
Un routed CMU ASTM C-90 2-1/2" 1.1/4" 11.6" X Z
Concrete ruin.3.5 ks( 1-1/4" 1-3/4" 11.6" UL LL D.
1T 5/15'Steel Ultracon Grouted CMU ASTM C-90 2-1/2" 1.3/4" 11.6" ap!1 'osap sauaS
INSTALLATION 1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
TYPE N SEE NOTE 2,THIS SHEET UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 11 {{(LYN/V r r/11,�
N.......
ALL HEAD TYPES APPLICABLE. �� Q .. /�J�
T- INSTALLATION NOTES: '��'•h,%CENSF '•����
EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.587015
y .' Material Mn Fr Mr.F.
=�.
1 .• ,a s 2.WOOD BUCKS DEPICTED ON'THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11T.1X WOOD Steel Screw 92 ksi 120 ksi = -
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X"ARE 410 Screw 90 ksi 110 ksl
CONCRETE1CMU 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS FJco UBracordd 155 ksi 177 ksi %A••, ; �
EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. 410 S5 Eleo CreteFlex® 127.4 ks1 189.7 ksI SATE OF
PEUIREMER I-
REQUIREMENT DISTANCE 6Mo3-75 AYnrdnum 16 ks{ 22 ksi �(C`''•.FLOR19f;.•_\G�=�
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE• A36 Steel 38 ksi 58 ksi �ss�
WINDOW FRAME. Gr.33 Steel SWd 33 W 45 W /'910 VAL
VERTICAL SECTION H-H
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
.#58705 P.E
TABLE 12:
Item PGTPart# Description Material 2.76a 2.r8a"
# .094" ^+•I I-� .094" �•I {�-
1 4253C Flanged Frame Alum.6063-T5 074° (� 062" .074" I 062" 074" 062"
2 4285 Equal�eg Frame Alum.6063-T5 1.375"
3 4256 Integral Fin Frame Alum.6063-T5 1.875" + .500 .438" 500" 438"
.43g" 1
4 4255 711E'Lami.Glass Beading Alum.6063-T5 1,000, oom• PRODUCT REVISED
5 4254 I.G.Glass Beading Alum.6063-T5 .SDo" .o50.0`06' � �-��- .050axO006 �+- .Dso°° u c ,plYicg Olh the Florida
1.12Y .077• Buildiag Code G
6a 4270 Installation Fastener Cover Alum.6063-T5 1O FLANGE FRAME O2 EQUAL•LEG FRAME p'.cP D is
6b 4224 Installation Fastener Cover for Curves Rigid PVC 9OFIN FRAME - P an°°Ee !�
_—____—__
_8^_- 4267 _7116''Lami.Glass Bead —-Alum.6063 T5_--_ - „y; sdo PmAxt
.970• f►— �—.,.I .346' - .970" I-+-- 1 �+— ,345^ M
9 4269 I.G.-Beading for Curves- Alum.6063-TS 1.03T' Ir�Lay J�1I�LN
10 70589C Gasket(at 90°comerjoints) Polyethylene B75.. g75 a75' I II ers" I II NO CHANGES THIS SHEET.
11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+1-1
o Beadin Ta e .050° 050 —�+-��-°�-- .050" �il� oso
12 61308K F am g p '
MI
13 Dow 791,899,995 or GE 7700 Backbedding Silicone O 7/16"LAMI 5 1-1116"I.G.GLASS Sa INSTALLATION O GLASS
BE O LG.GLASS
4 GLASS BEADING 5 BEADING 6a FASTENER COVER 8 GLASS BEADING 9 BEADING
20 71652K Setting Block,Mono.3116"X 7116"x 4" Neoprene,Duro.85+/-1 FOR CURVES FOR CURVES
21 1 71704AK ISetting Block,I.G.3116"x 1-3132"x 4" Neoprene,Duro.85+1-1 1j th Y O
r76
76X114FP #6 X 1-1/4"FH SMS(Curved Beading) Stainless Steel HOT-MELT ALUMINUM DESICCANT FILL >
SILICONE BUTYL POLYIS08UTYLENE ?�
781PQX #8 x 1"Quad PH SMS(Assembly) Stainless Steel STRUCTURAL REINFORCEMENT S 5/16"NOM. W O
POLYISO- 114"NOM. 3116"NOM. SILICONE rD j c Q
Kommelling Kodispace 4SG TPS 5116"NOM. SEAL N = alas 0 N
BUTYLENE WITH STRUCTURAL BUTYL�7-
ROLL-FORMED rAOf n
Quanex Super Spacer nXr See this Sheet for DESICCANT SILICQNE DESICCANSTAINLESS STEEL j M Quanex Duraseal Spacer Materials FOAM WITH FOA Z, , ,t2 Z /BDESICCANT oWu"a Cardinal XL Edge Spacer EXT.GLASS EXT.GLASS EXT.GLASSEXT.GLASS =W
INT.GLASS U U o ®� 0
INT.GLASS INT.GLASS -GLASS F W IT 2a O W 0 a
75 KODITPSSPACE
7g NXTEWRSPACER° 77 SPACER o XL 79 SPACERTu O.Z W L O x
U ~ O LL
U O
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS g C) o
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES ¢ laays
® m Z Z
ANGLEDICURVED ANGLEDICURVED j Q U) Z
FRAME ASSEMBLY FRAME ASSEMBLY LL Z Of al>>s
` O S X Q
9 CORNER FRAME SSEMBLY LU 2O
FRAME ASSEMBLY
� I n li 0
aZ '> sauas
10 i 10
I ALL CORNERS TO I 111 1 l 1 1 11!
ALLCORNERS TO I j USE GSKET I ��� LYNN
ANDlOR
USE GASKET 1 / SEALANT
��N•,...•..,•/bJ�
/
AND/OR SEALANT I / I . � .••�10ENSF •,(�
EXTERIOR Q�•,•
EQUAL-LEG FRAME No.58705
EXTERIOR FLANGE FRAME
1 // EXTERIOR --0
EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR I L]` MITERED FRAME WITH INTERIOR %�Q••.V.TOF e.Z'
AND EXTERIOR FRAME WELDS S_1 1 AND EXTERIOR FRAME WELDS ,(�
FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT /i� '•.FCORrOP••'•\G�\:
3a
SCREW BOSSES.SEALANT AT ALL CORNERS 1, SCREW BOSSES.SEALANT AT ALL CORNERS
A.
L ONAL .E
30 A.L�AWNIILL��,�.E.
P.E.#58705