HomeMy WebLinkAboutAPPROVED AR7720A ARCHITECTURAL SERIES 18043005 M IAM I-�A�E MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy
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 "PW7720A"Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, 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.
TERIVIINATION 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 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. 18-0430.05
MIAMI•DAL COUNTY Expiration Date: February 19,2024
slow /_1- 13)18 Approval Date: August 23,2018
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-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.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal° spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629.14)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
Manuel Per z,ff.E.
Product Control Flxa ner
NOA No. 18- 30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E- 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 6th 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
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
1—liftwixi�
Manuel Pere , .E.
Product Control E a ner
NOA No. 18- 30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 5` Edition (2014) and FBC 6t` 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
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 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 D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
Manuel Pere ;
Product Control Ex er
NOA No. 18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 6th
Edition (2017), prepared by manufacturer, dated 04/19/18, 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. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® 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.
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=onl /1 and
expiring on 02/19/19.
Manuel Perez .E
Product Control Exa in
NOA No. 18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-4
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"TIP-TO-TIP WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48"BUCK WIDTH i 48"BUCK WIDTH 48"BUCK WIDTH
DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-1/4"VISIBLE
45-1H VISIBLE 45GH VISIBLE
LIGHT WIDTH i'�.£�OI✓ILT a'.r`9�ISF�7
IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED.
LIGHT WIDTH LIGHT WIDTH
:tsmpll,,a:-:iih Ee� ittrr€
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY 6-1/2"MAX. 6"MAX. F,SHEET 8 2"MAX. ;3wx din,-Code
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS B, SHEET 61 11 rl D, SHEET 7 H,SHEET 9 c-i-n�.l.
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 E.-Pi 4v11 h
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER
ANCHOR TYPE. I B;
I i I rvaEc`L li %'a"C%f,
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED A 96" C E, SHEET 8
1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 A BUCK SHEET 7 C G,SHEET 9 E'G JR-03/16/18- UPDATED
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ----- HEIGHT -_-- 96 ------ VALUES AND SIZES FOR
ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BUCK L
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. + I �— HEIGHT GLASS TYPES 5-8.
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF I 93-1/4" 93-1/4" SERIES NAME CHANGE TO
THE ENGINEER, (EOR)OR ARCHITECT OF RECORD,(AOR). 12"MAX. i / VISIBLE 12"MAX. / 93-1/4" / VISIBLE 7720A FROM 720.
O.C. LIGHT O.C. VISIBLE I LIGHT
HEIGHT LIGHT HEIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL i
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. ( / 97 / HEIGHT — /
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TIP-TO BUCK LU z j
FRAME. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL TIPI ( > vi N
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF
HEIGHT 510 AX HEIGHT Ofw o O
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE
>> ao Q
SCOPE OF THESE INSTRUCTIONS. I N Z W ° O O
1 O IT �w (n r-
6)MAX. 1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION I J CD� W f�
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS O E' O V) Z u�a
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY 6" Z O = J °
B—�� �~ 12"MAX.O.C. D�I �f- 12"MAX.O.C. F, H = 00 W
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-1/2"MAX. MAX. 2"MAX. C) c)) O O
IMPOSED ON THEM BY THE WINDOW. 5"MAX.O.C. W — oo
ON
TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME TYP. FIN FRAME o W ^ a O SM0
7)DESIGN PRESSURES: � > } Z Z
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST ELEVATION ELEVATION ELEVATION O Z $ O O
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. F- LL
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, J > O
STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS FIGURE 1: J W
PER ASTM El300. 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK Q 1 j
GUIDE TO SHEETS:
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. rn U) 06 }aays
GENERAL NOTES........................ 1 ANCHOR SPACING TO BE 6"MAX. FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ® m ZZ_
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS................................ 1 /, MEMBERS,SEE FIGURE 1,THIS SHEET. > UJ U)
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS....................... 2-5 O O Z
PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES..................2-5 12"O.C. - Z a oas
�---WIDTH 1 I— WIDTH �{ I_— WIDTH- 1 (�' WIDTH y{ Q
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION, FLANGE............. 6 MAX. I- - - - - - - - - - _ r - - Z J Q
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION, EQUAL-LEG.......7 } O Q
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION, INT. FIN A...........8 1 / ( 04
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION, INT.FIN B...........9 'I`Li / c� I I c9 I O �/ O �/ w W Z e
FOR CORROSION RESISTANCE. CORNER ASSEMBLY...................10 = = w w U X_ W j
EXTRUSION PROFILES................10 6 11 _j1 ( = ( F U d
9)REFERENCES:TEST REPORTS FTL-3835,3850,7212&18-7763; ELCO PARTS LIST...................................10 MAX. 1 1 J J_L — _ J owl sa° sauas
ULTRACON NOA; ELCO CRETEFLEX NOA;ANSI/AF&PA NDS
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE 1: (� WIDTH WIDTH WIDTH y{ WIDTH �-{ �``� Y LYN
10)THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. Type Description Sheet r I I '� �ICENS
� .
CODES/STANDARDS USED: # 7/16" Lami(3/16"An-.090"PVB-3/16"HS) 2 w w �j wU/"
w �/ No. 58705
•2017 FLORIDA BUILDING CODE(FBC), 6TH EDITION 2 7/16" Lami(3/16"HS-.090"PVB-3/16"HS)•ASTM E1300-093 1-1/16"Lami. IG(3/16"T-7/16"Air-3/16"An-.090"PVB-3/16"HS) 2 1 1 J_ !L J - _
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 4 1-1/16"Lami. IG(3/16"T-7/16"Air-3/16"HS-.090"PVB-3/16"HS) 3 ;
5 7/16" Lami(3/16"An-.090"SG-3/16"An) 4 {� WIDTH �) WIDTH { �� WIDTH -�{ �►- WIDTH ((/;
ALUMINUM DESIGN MANUAL,ADM-2015 _
- - - - - — ST kE717-4"
•AISI S100-12 6 7/16" Lami(3/16"HS-.090"SG-3/16"HS) 5 r —r \
7 1-1/16"Lami. IG 3/16"T-7116"Air-3/16"An-.090"SG-3/16"An 4 i ZORIDP.• ���
8 1-1/16"Lami. IG 3/16"T-7/1®"Air-3/16"HS-.090"SG-3/16"HS 5S/ !\�' �\
( ) C7 C9 / C7 LD // OVAL G \
THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT-LB "SG"_"KURARAY SENTRYGLAS INTERLAYER"BY KURARAY AMERICA,INC. _ I I Lu
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF "PVB"="KURARAY TROSIFOL® PVB INTERLAYER"BY KURARAY AMERICA, INC. 1 1 1
ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. _ _ _ _ A.LYNN MILLER,P.E.
P.E.#58705
TABLE 2:
Window Design Pressure(+/-, psf) for Glass Type 1
Long Side, Tip to Tip(in) 7/16"LAMINATED
68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 GLASS STACK
31 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 .090"PVB INTERLAYER
35 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-79.8 +/-79.4
-il
3/16"HEAT STRENGTHENED GLASS
37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.7 +/-77.2 +/-75.1 +/-73.4 +/-72.2 3/16"ANNEALED GLASS
39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-78.1 +/-75.2 +/-72.5 +/-70.3 +/-68.5 +/-66.3 P..€D'U!CT REEV1SED
41 +/-80 +/-80 +/-80 +/-79.8 +/-77.2 +/-74.3 +/-71.3 +/-67.9 +/-65.1 +/-63.4 +/-61.6 4 11 as ,.3.n' a vviJ-1£c.^Florida
43 +l-80 +/-80 +/-80 +l-77.4 +/-74.3 +/-71.3 +/-68.2 +/-64.7 +/-61.6 +/-59.8 +/-58.2 S'u'0ihng ca a
45 +/-80 +/-80 +/-78.9 +/-75.4 +/-72.1 +/-68.9 +/-65.6 +/-62.2 +/-59.7 +/-57.5
47 +/-80 +/-80 +/-77.2 +/-73.6 +/-70.1 +/-66.8 +/-63.5 +/-60.3 +/-57.7 5/8"
Imo- LONG SIDE
n +/-75.6 +/-71.9 +/-68.3 +/-64.9 +/-61.5 +/-58.2 GLASS BITE f „per
49 +/-80 +/-79.3
51 +/-80 +l-77.5 +/-74.1 +/-70.3 +/-66.7 +/-63.1 +/-59.7 1-3
53 +/-79.1 +/-75.6 +/-72.4 +/-68.8 +/-65.1 +/-61.5
SHORT
It +/-63.5 �- �/ NO CHANGES THIS SHEET.
55 +/-77.4 +l-73.8 +/-70.5 +/-67.3 EXTERIOR SIDE
57 +/-75.8 +/-72 +/68.6 +/65.3cf) 20 13
59 +/-74-2 +/-70.3 +/-66.8
V-
61 +/-72.7 +/-68.7 +/-65 GLASS TYPE 1
63 +/-71.2 +/-67.1
65 +/-69.7 +/-65.5
683 f LONG SIDE
67 +/- . --�I
68-7/8 +/-67 T _
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN SHORT W z Y
THE TABLE TO DETERMINE THE WINDOW SIZE. SIDE > ( N >U) nab
2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Of w
3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS cl �ow
COMPLETELY FIT WITHIN. N z W a op O O
N
TABLE DIMENSIONS MAY BE cYi � W ti
TABLE 3: ORIENTED VERTICALLY OR O o = J uMo
HORIZONTALLY AS SHOWN. Z CD
Window Design Pressure(+/_, psf) for Glass Type 3 = W - 2 W
Long Side, Tip to Tip(in) I.- Z - o Q N O(D S
68-7(8 73 77 81 85 89 93 97 101 105 110-1/2 1-1/16"NOM. _ W
GLASS STACK I� 7/16"LAMINATED 00 > } Z
/� O Z a O U O
31 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 GLASS STACK
33 +/-80 +/-80 +/-80 +/-80 +l-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 3/16"HEAT v 00 W LL
35 +/-80 +/-80 +/-80 +/-80 +/-80 +l-80 +/-80 +l-80 +/-80 +/-80 +/-80 Q J 0
STRENGTHENED GLASS
37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +l-80 +/-80 +/-80 +/-80 3/16"TEMPERED GLASS J Q N
39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.4 +/-76.4 +/-74.3 3/16"ANNEALED GLASS Q I-
41 +/-80 +/-80 +/-80 +/-80 +/-80 +l-80 +/-80 +/-76.7 +/-73.5 +/-70.9 +/-69 7/16"AIR SPACE 090"PVB 04- SHORT C� N U j W taayS
43 +/-80 +/-80 +/-80 +/-80 +/-80 +l-80 +/-77 +/-73.1 +/-69.6 +/-66.9 +/-65.2 11 INTERLAYER SIDE it ® rn Z
N
i� 45 +l-80 +/-80 +/-80 +/-80 +/-80 +/-77.8 +/-74.1 +/-70.3 +/-67.5 +/-63.9 U)
47 +/-80 +/-80 +/-80 +/-80 +/-79.2 +/-75A +/-71.7 +/-68.1 +/-65.1 (A Z
H 49 +/-80 +/-80 +/-80 +/-80 +/-77.2 +/-73.3 +/-69.5 +/-65.8 5 Q a oas
51 +/-80 +/-80 +/-80 +/-79.4 +/-75.3 +/-71.3 +/-67.5 5/8" Z_ a Q
53 +/-80 +/-80 +/-80 +/-77.7 +/-73.5 +/-69.5 GLASS BITE OLONG 1- > Z CVO
55 +/-80 +/-80 +/-79.6 +/-76 +/-71.8 1-3 SIDE w
o
� 57 +l-80 +/-80 +/-77.5 +/-73.8 U X W
59 +/-80 +/-79.4 +/-75.4 EXTERIOR
E c) d
61 +/-80 +/-77.6 +/-73.5 a 75-78 21 13 a Jl asaQ sauas
63 +/-80 +/-75.8
65 +/-78.8 +l-74 0 1 1111illIll
67 +/a7.2
GLASS TYPE 3 \ /V
�
68-7/8 +/-74.9 SHORT �� �Q LYN
1)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN SIDE ti °` ��GENSF
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 -
COMPLETELY FIT WITHIN. -_
'�(3 ST !7/01GC7��
i ORtDP.•'
i is •.. .. Cj ��
5/®NAL`E
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
Window Design Pressure (+/-, psf) for Glass Types 2 &4
Long Side, Tip to Ti in
68-7/8 73 77 81 85 89 93 97 101 105 1 110-1/2 113 117 121 125 129 133 137 141 145
31 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 12i ?JE e ?' tS
37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 c -mplyin'g av:Jr the Ft` ,Ea
w Co
39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 ' 'e
41 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 b "1Rd i gi
11 t1ot
43 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
F=
45 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 ,
47 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
i=°- 49 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
6 51 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 NO CHANGES THIS SHEET.
53 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.1
0 55 +/-80 +/-80 +/-80 +/-80 +/-78.6 0
xz 57 +/-80 +/-80 +/-80 +/-79,1
59 +/-80 +/-80 +/-80
61 +/-80 +/-80 +/-79.3
63 +/-80 +/-80
65 +/-80 +/-80
67 +/-80 Wz co Y
68-7/8 +/-80 — � (A nab
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. w
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. p LO �O O
3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. } _> 0100 0 Q
CV Z w ry ON
M
C9 x LU
O _I O cn Z 49
Z u- = J unno
2 W C4 Q
U U O o�
W — ao _j
ON
~
1-1/16"NOM. TABLE DIMENSIONS MAY BE o Lu ^ ¢
7/16"LAMINATED GLASS STACK ORIENTED VERTICALLY OR z o z CV O
7/16"LAMINATED O O Q
GLASS STACK HORIZONTALLY AS SHOWN. v H U
GLASS STACK LONG J O
090"PVB INTERLAYER 3/16"TEMPERED GLASS 3l16"HEAT STRENGTHENED GLASS SIDE m M
3/16"HEAT 3/16"HEAT STRENGTHENED GLASS Imo— LONG SIDE / Q
STRENGTHENED GLASS 7/16"AIR SPACE rn U j W
3/16"HEAT STRENGTHENED GLASS .090"PVB INTERLAYER O C, aays
N z
4 11 SHORT Z
11 I SIDE I=—
r W
5 SHORT Q W a1°3S
5/8" 5/8" SIDE z d
GLASS BITE GLASS BITE Z Co
1-3 ki 1-3 w 0 �e
EXTERIOR EXTERIOR f — LONG SIDE �I U X W S
LL 0 IL
20 13 a �5as 21 13
a�!1osaQ saua5
GLASS TYPE 2 GLASS TYPE 4 SHORT LONG
SIDE /41 �/ SIDE
�_\CEYN
N�F
No. 58705
—I SHORT —
--I SIDE Q`\
®� SAT OF
A.LYNIJ MILLER,P.E.
P.E.#58705
TABLE 5:
Window Design Pressure(+l-, psf)for Glass Type 5
Long Side,Tip to Tip(in) 7/16"LAMINATED
68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 GLASS STACK
37 +90/-130 +90/-127.5 +90/-123.5 +90/-121.7 +90/-119.8 +90/-116.5 +90/-113.5 +90/-111 +90/-108.5 +90/-106.3 +90/-104.5 +90/-104.5 +90/-104.5
39 +90/-126.1 +90/-120 +90/-114.5 +90/-112.9 +90/-111 +90/-107.5 +90/-104.5 +90/-101.7 +90/-99.5 +90/-97.7 +90/-96.1 +90/-94.6 +90/-94.1 .090"SG INTERLAYER
41 +90/-120.1 +90/-113.5 +90/-107.3 +90/-105.2 +90/-103 +90/-100.5 +90/-97.8 +90/-94.9 +90/-92 +/-89.6 +/-88 +/-86.5 +/-86
43 +901-114.4 +90/-107.5 +90/-102.5 +90/-100.7 +90/-98.6 +90/-95.2 +90/-92.2 +/-89.1 +/-85.8 +/-83 +/-81.4 +/-80.4 +/-80.1 3/16"ANNEALED GLASS
45 +90/-108.7 +90/-102.5 +90/-98.8 +90/-97.1 +90/-94.9 +90/-91 +/-87.3 +/-84.1 +/-81.7 +/-79.7 +/-77.8 +/-76.1 +/-75.6 3/16"ANNEALED GLASS
DUCT RE-VISH0
47 +90/-104.4 +90/-99.8 +90/-95.7 +90/-93.9 +90/-91.6 +/-87.5 +/-83.6 +/-81 +/-78.9 +/-76.7 +/-74.7 +/-72.7 +/-72 PRO -
49 +90/-101.1 +90/-97 +90/-92.8 +90/-90.9 +/-88.5 +/-84.3 +/-81.2 +/-78.5 +/-76.1 +/-73.9 +/-71.7 +/-69.6 +/-68.9 4 11 wig
Q +90/-98.1 +90/-94.1 +90/-90.1 +/-88.2 +/-85.7 +/-82 +/-79.1 +/-76.3 +/-73.6 +/-71.2 +/-68.9 +/-66.8 +/-65.9 j 13ta�1i
51
i=
53 +90/-95.3 +90/-91.1 +/-87.4 +/-85.6 +/-83.3 +/-80 +/-77 +/-74.1 +/-71.3 +/-68.7 +/-66.3 +/-64 +/-63.2 Am�ptmol Ikl
F 55 +90/-92.5 +/-88.2 +/-84.3 +/-82.9 +/-81.4 +/-78.1 +/-74.9 +/-71.9 +/-69.1 +/-66.4 +/-63.9 +/-61.8 +/-6t2 5/8" x=`=Trli#• cmn "'fie
57 +/-89.8 +/-85.3 +/-81.8 +/-80.6 +/-79 +/-76.2 +/-73 +/-69.9 +/-66.9 +/-64.1 1 +/-61.9 +/-60.1 GLASS BITE I® LONG SIDE
59 +/-87.1 +/-82.8 +/-79.7 +/-78.4 +/-76.8 +/-74 +/-71.1 +/-67.9 +/-64.8 +/-62.2 +/-60.3y
61 +/-84.6 +/-80.8 +/-77.6 +/-76.2 +/-74.6 +/-71.7 +/-69 +/-65.9 +/-62.8 +/-60.8 1-2 Pr1i sx 85.1 $JC1111cs B J
� 63 +/-82.5 +/-78.9 +/-74.6 +/-73.2 +/-71.4 +/-68.4 +/-65.5 +/-62.9 +/-60.9
U) 65 +/-80.7 +/-77 +/-73.6 +/-72.2 +/-70.4 +/-67.3 +/-64.4 +1-62 EXTERIOR SHORT
67 +/-79 +/-75.3 +/-71.7 +/-70.2 +/-68.4 +/-65.2 +/-62.4 JR-03/16/18-UPDATED
68-7/8 +/-77.3 +/-73.6 +/-70 +/-68.5 +/-66.6 +/-63.3 +/-61.1 a 2� 13 SIDE �/ VALUES AND SIZES.
73 +/-73.6 +/-70.2 +/-66.5 +/-64.8 +/-62.9 +/-60.5 i o
77 +/-70 +/-66.5 +/-63.2 +/-61.9 GLASS TYPE 5
78-3/4 +/-68.5 +/-64.8 +/-61.9 +/-60.9
1)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN THE
TABLE TO DETERMINE THE WINDOW SIZE. LONG SIDE �I
2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 1
3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS f co
COMPLETELY FIT WITHIN. SHORT W z Y
SIDE > w � > nab
i °
N o� a}oa O O
(V
co
TABLE DIMENSIONS MAY BE c W W
TABLE 6: ORIENTED VERTICALLY OR O -j o a V) Z �a p
HORIZONTALLY AS SHOWN. Z (D = J uA^aaa
Window Design Pressure(+/-, psf)for Glass Type 7 N
= U W
U U o (6 0
Long Side(in) W Z 00 Q :) 'ON
68-7/8 1 73 77 78-3/4 81 85 89 93 97 1 101 105 109 110-1/2 1-1/16"NOM. LLI = )MQ
31 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 O
33 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 GLASS STACK 7/16"LAMINATED �/ - n-
Z M O
35 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 GLASS STACK Z o OU O (n LL
37 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-128.3 +90/-125.4 +90/-122.6 +90/-120.1 +90/-118.1 +90/-118.1 +90/-118.1 Q � O
39 +90/-130 +90/-130 +90/-129.4 +90/-127.5 +90/-125.4 +90/-121.5 +90/-118.1 +90/-114.9 +90/-112.5 +90/-110.4 +90/-108.6 +90/-106.9 +90/-106.3 3/16"ANNEALED GLASS 0
41 +90/-130 +90/-128.3 +90/-121.2 +90l-118.9 +g0l-116.4 +90/-113.6 +g0/-110.5 +g0/-107.2 +90/-103.9 +g0/-101.3 +g0/-99.4 +90/-97.7 +g0/-97.1 3/16"TEMPERED GLASS J m
3/16"ANNEALED GLASS Q Q
43 +90/-129.3 +90/-121.5 +90/-115.8 +90/-113.8 +90/-111.4 +90/-107.5 +90/-104.2 +90/-100.6 +90/-97 +901-93.8 +90/-92 +90/-90.9 +90/-90.5 I-
45 +90/-122.9 +90/-115.8 +90/-111.6 +90/-109.7 +90/-107.3 +90/-102.8 +90/-98.7 +90/-95 +90/-92.3 +90/-90.1 +/-87.9 +80/-85.9 +80/-85.4 7/16"AIR SPACE .090"SG INTERLAYER SHORT I - U) W aaUS
47 +90/-118 +90/-112.7 +90/-108.1 +90/-106.1 +90/-103.5 +90/-98.8 +90/-94.4 +90/-91.5 +/-89.1 +/-86.7 +80/-84.4 +80/-82.1 +80/-81.3 SIDE I ® aNi _Z �
.0 49 +90/-114.2 +90/-109.6 +90/-104.8 +90/-102.7 +90/-100 +90/-95.3 +90/-91.8 +/-88.7 +/-86 +80/-83.5 +80/-81 +/-78.7 +/-77.8 11 \ U)
51 +90/-110.9 +90/-106.3 +901-101.8 +90/-99.6 +90/-96.9 +90/-92.7 +/-89.3 +/-86.2 +80/-83.2 +80/-80.5 +/-77.9 +/-75.4 +/-74.5 = �j Z
�n 53 +90/-107.7 +90/-102.9 +90/-98.7 +90/-96.7 +90/-94.1 +90/-90.4 +/-87 +80/-83.7 +80/-80.6 +/-77.7 +/-74.9 +/-72.3 +/-71.4 H
0 55 +90/-104.5 +90/-99.6 +90/-95.3 +90/-93.7 +90/-91.9 +/-88.3 +80/-84.6 +80/-81.3 +/-78.1 +/-75.1 +/-72.2 +/-69.8 +/-69.1 5 Q aloaS
57 +90/-101.5 +901-96.4 +90/-92.5 +90/-91 +/-89.3 +801-86.1 +80/-82.4 +/-78.9 +1-75.6 +/-72.5 +/-69.9 +1-67.9 5/8" U- Z d Q
59 +90/-98.5 +90/-93.5 +/-90 +/-88.5 +80/-86.8 +80/-83.6 +80/-80.3 +/-76.7 +/-73.3 +/-70.3 +/-68.2 GLASS BITE O
61 +90/-95.6 +90/-91.3 +/-87.7 +80/-86.2 +80/-84.3 +80/-81 +/-77.9 +/-74.5 +/-71 +/-68.7 LONG H Z OCV
63 +90/-92.2 +/-88.1 +80/-84.3 +80/-82.7 +80/-80.7 +/-77.3 +/-74 +/-71 +/-68.8 1-2 SIDE W W
65 +90/-91.2 +/-87 +80/-83.2 +80/-81.6 +/-79.6 +/-76.1 +/-72.8 +/-70 U LU
67 +/-89.3 +80/-85 +80/-81 +/-79.4 +/-77.3 +/-73.7 +/-70.5 EXTERIOR X LLl
68-7/8 +/-87.3 +80/-83.2 +/-79.1 +/-77.4 +/-75.2 +/-71.6 +/-69
75-78 21 13 a�}il asa� sauaS
73 +80/-83.2 +/-79.4 +/-75.1 +/-73.2 +/-71 +/-68.4
77 +/-79.1 +/-75.1 +/-71.4 +/-69.9 GLASS TYPE 7
78-3/4 +/-77.4 +/-73.2 +/-6-9 +/-68.8
1)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE SHORT I _ \��� �V LYNAI 7°r°`
TABLE TO DETERMINE THE WINDOW SIZE. SIDE
2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �� . �10ENSE `•, �� ��
3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS .`
COMPLETELY FIT WITHIN.
_ No. 58705
:a
l7 pg
®� TSV F
A.7LYNNI&LER 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 78-3/4 81 85 89 93 97 101 105 109 110-1/2 113 117 121 125 129 137 145
31 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130
33 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90l-130
35 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 PRODUCT REVISED
37 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +80/-110 +80/-110 as complymgwith the Florida
39 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 Building Code
41 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 A '
43 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 o e
45 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
47 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
.2 49 +90/-130 +90/-130 +90l-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80l-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
0
_a 51 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +89.4/-128. +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
F- 53 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +88.8/-128.1 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 JR-03/16/18- UPDATED
55 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +88.8/-128.1 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
a� 57 +90/-130 +90/-130 +90/-130 +90/-130 +89.4/-129 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 VALUES AND SIZES.
0 59 +90/-130 +901-130 +90/-130 +89.5/-129.1 +80/-110 +80/-110 +80/-110 +80/ 110 +80/-110 +80/-110 +80/-110
can 61 +90/-130 +90/-130 +89.6/-129. +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
63 +90/-130 +90/-130 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
65 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
67 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
68-7/8 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
73 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 LU z Y
77 +801-110 +80/-110 +80/-110 +80/-110 > N N U) nab
78-3/4 +80/-110 +80/-110 +80/-110 +80/-110 L
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. LO ?> U) Q
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. N z w a}°Q 0 O
04
3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O ; -0 U)
J th LU
J O a cn Z_ Kg
umoic
= W NS2 W G
U U o o 0
W — ao _ °N
TABLE DIMENSIONS MAY BE O W ^ ¢
ORIENTED VERTICALLY OR o - a O
0
1-1/16"NOM. HORIZONTALLY AS SHOWN. Z .� o U)
GLASS STACK 7/16"LAMINATED Q J O
LL
7/16"LAMINATED LONG
GLASS STACK GLASS STACK SIDE JQ Q
090"SG INTERLAYER 3/16"TEMPERED GLASS 3/16"HEAT STRENGTHENED GLASS (�— LONG SIDE
3/16"HEAT STRENGTHENED GLASS O rn (j Waays
3/16"HEAT rn Z 0Y
3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE SHORT 090"SG INTERLAYER N
H O U) Z
11 SIDE LU
—
4 11 I y SHORT Q z a°a
r 1 S
5 SIDE O > Z ¢O
5/8" 5/8" W p (D 12-1
GLASS BITE GLASS BITE U LU W
1-2 1-2 Imo— LONG SIDE
^� al}il asa0 sauaS
EXTERIOR EXTERIOR
20 13 75-78 21 13 SHORT LONG LY1�
SIDE �� SIDE ��� ®�.•......��
GLASS TYPE 6 GLASS TYPE 8 i \ ��• 'oGENg�
No. 58705 '
SHORT WATO
1
SIDE O�. E��\
\�
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 TYPE BImo — EMBEDMENT
NOTE 2,THIS SHEET /—SEE TABLE 8,THIS SHEET
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP,
1/4"MAX SEE NOTE 2,THIS SHEET
TYPE A EMBEDMENT SHIM TYP.ANCHOR TYPE, EMBEDMENT AND
EDGE
EDGE DISTANCE PER SUBSTRATE, DISTANCE
i'RODUCr REVISED
EDGE 6 SEE TABLE 8,THIS SHEET as c4hnplyiRg with t1w Flarl
DISTANCE 8 a BLq1ding Code
1/4"MAX E-P*eni e
SHIM ly
L
12 USED FOR ALL NO CHANGES THIS SHEET.
SIDES OF
8 ARCHITECTURAL
SHAPES @ 11-7/8" EXTERIOR
O.C. MAX.
9 Z,
U cr
I
CONCRETE/CMU 4 IG
PER ANCHOR VISIBLE LIGHT WIDTH
REQUIREMENT WINDOW BUCK WIDTH-2-3/4"
WINDOW BUCK WIDTHCONCRETE/CMU b M
WINDOW EXTERIOR PER ANCHOR LU z
nay
BUCK TIP-TO-TIP WINDOW WIDTH > U)
REQUIREMENT
121-1
0 HEIGHT
U') U) U)
HORIZONTAL SECTION A-A
INSTALLATION >
o of 0 CD
(D c,4 W CK 04
U)TIP-TO-TIP METHOD D TABLE 8: 0 U)'q- LU ..)
WINDOW 1/4" Anchor Substrate Min. Edge Min. Embedment Max 0.C. _j M C9 Q� W
0 _j Q U) z
HEIGHT VISIBLE MAX. LL C)
LIGHT SHIM Distance Spacing_ z (D umoaj
X\ X\ Southern Pine(SG=0.55) 9/16" 1-3/8" 12" = - , -2 W
HEIGHT= — W c'j 0
Aluminum, 6063-T5 min. 3/8" 0.063"* 12" (-) @ —
WINDOW #12 or#14 410 SS Screw W 2 00 D ON
BUCK A36 Steel 3/8" 0.063"* 12" I-_ "T = < 0 9M G
9 Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga) 12" 1 0 Lu
f >HEIGHT- ,I- z C)
--- Southern Pine(SG=0.55) 9/16" 1-3/8" 12" C) . CL
2-3/4" Z 0') 0 0
EXTERIOR #12 or#14 Steel Screw(G5) Aluminum, 6063-T5 min. 3/8" 0.063"* 12" LL
STEEL SELF-DRILLING A36 Steel 3/8" 0.063"* 12" < 0
PSMS(G5),SEE TABLE Steel Stud, Gr. 33 min. 3/8" 12" _j (0
8,THIS SHEET _ 0.045"(18 Ga) _j z
Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" < 0
1/4"410 SS CreteFlex
ill M U) F—
co aaus
MIAMI-DADE APPROVED MULLION(SEE Concrete(min. 3.35 ksi) 1-3/4" 12"
SEPERATE NOA),ALUMINUM,STEEL FRAMING I., z <
Concrete(min.2.85 ksi) 1-3/4" 12" _j OR STEEL STUD. SEE SUBSTRATE 1/4"Steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-3/8" 12" J
U)
21 PROPERTIES,TABLE 8,THIS SHEET I Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" j 0 I-_ z
C) U)
6 5/16"Steel Ultracon Concrete(min. 3.5 ksi) 1-1/4" 1-3/4" 12" < z z �11113S
12"Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" U_
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 0 L—LI C<)
I—.
5 4"MAX SHIM "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. X 0 (zf)
ui LU
ALL HEAD TYPES APPLICABLE. X <
U_
1X WOOD BUCKSTRIP, INSTALLATION NOTES: 17sGc]
sauas
SEE NOTE 2,THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND
EDGE DISTANCE LIMITS. E.LYN/y
CONCRETE PER
EMBEDMENT ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"lk',ARE BUCKS WHOSE TOTAL Material Min. Fy Min. F,,
4 , lltz-
REQUIREMENT THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Steel Screw 92 ksi 120 ksi
BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS No. 58705
"2X"ARE 1-1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF 410 Screw 90 ksi 110 ksi
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY Elco UltraCon@ 155 ksi 177 ksi
EDGE TYP.ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Elco CreteFlex(D 127.4 ksi 189.7 ksi
INSTALLATION DISTANCE
\—AND EDGE DISTANCE PER 6063-T5 Aluminum 16 ksi 22 ksi r) %. S E
TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET 3. FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A A36 Steel 36 ksi 58 ksi
, ;�', '- 4 ORI
SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 45 ksi
VERTICAL SECTION B-B Gr.33 Steel Stud 33 ksi &/ON*A'L
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR /11111110\\
MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#58705
TYP.ANCHOR TYPE, INSTALLATION INSTALLATION
EDGE EMBEDMENT AND EDGE
2X WOOD BUCKSTRIP ®— DISTANCE DISTANCE PER SUBSTRATE, TYPE G TYPE F EMBEDMENT
OR FRAMING,SEE SEE TABLE 9,THIS SHEET
NOTE 2,THIS SHEET 1X WOODBUCKSTRIP,
►--�I-- EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION EMBEDMENT SHIM TYP.ANCHOR TYPE, EMBEDMENT AND
s °
TYPE E Q ° EDGE DISTANCE PER SUBSTRATE, EDGE
SEE TABLE 9,THIS SHEET ° °° DISTANCE I'IZt�L?iJC� REVISED
EDGE 6 =sss ply wilt.. Florida
DISTANCE Linilding
1/4"MAX 2 a
2 SHIM
e °
12 USED FOR ALL °° ° °
NO CHANGES THIS SHEET.
SIDES OF 11
8 ARCHITECTURAL EXTERIOR ° o
EXTERIOR SHAPES @ 11-7/8" a ° 4 11
29 O.C.MAX. t VISIBLE LIGHT WIDTH= 5 �
CONCRETE/CMU WINDOW BUCK WIDTH-2-3/4" �11
PER ANCHOR
REQUIREMENT I WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C CONCRETE/CMU W Z � p
WINDOW
oW INSTALLATION PERANCHOR > co N u>� nab
REQUIREMENT Ir- w
HEIGHT TYPE H p W o d- O
TABLE 9: y _> a o Q
MAX. Min. Edge Max 0.C. U cw Z w } oN
MA Anchor Substrate Min. Embedment —0 U)
SHIM Distance S acin O_ M 0 cc W
VISIBLE Southern Pine SG=0.55 9/16" 1-3/8" 12" O J o a v, Z �e
Aluminum 6063-T5 min. 3/8" 0.063"* 12" Z Li
LL o _ "D a p
LIGHT #12 or#14 410 SS Screw o W
HEIGHT= A36 Steel 3/8" 0.063"' 12" = W N p
WINDOW 9 Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga 12" W U 00 J
BUCK Southern Pine SG=0.55 9/16" 1-3/8" 12" f— W a 0 5Ma
HEIGHT- EXTERIOR Aluminum 6063-T5 min. 3/8" 0.063"* 12" >
STEEL SELF-DRILLING #12 or#14 Steel Screw(G5) z o
2-3/4" A36 Steel 3/8" 0.063"* 12" o rn O
SMS(G5),SEE TABLE z o
9,THIS SHEET Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga 12" 1— Z W
Un routed CMU, ASTM C-90 2-1/2" 1-1/4" 12" J O O
1/4"410 SS CreteFlex J r
MIAMI-DADE APPROVED MULLION(SEE Concrete(min. 3.35 ksi) ill1-3/4" 12"
1 " F- QSEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete min. 2.85 ksi 1-3/4 12"
f— _j aaus
OR STEEL STUD. SEE SUBSTRATE 1/4"Steel Ultracon Concrete min. 2.85 ksi 2-1/2" 1-3/8" 12" ® z Q
PROPERTIES,TABLE 9,THIS SHEET N —
Un routed CMU ASTM C-90 2-1/2" 1-1/4" 12" U)
21 Concrete min. 3.5 ksi 1-1/4" 1-3/4" 12" _ Z Z
5/16"Steel URracon F- O Z
6 Grouted CMU ASTM C-90 2-1/2" 1-3/4" 12" —
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Q Z U a oas
Z_
"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. O J C)
ALL HEAD TYPES APPLICABLE. w p Q ti
5 1/4"MAX SHIM
INSTALLATION NOTES: U Cy
1X WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND @W1 'asap sauas
SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. Material Min. Fy Min. F
2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Steel Screw 92 ksi 120 ksi \\� ®��( LYNiV�o
CONCRETE PER THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN 410 Screw 90 ksi 110 ksi
EMBEDMENT a ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS Elco UltraCon® 155 ksi 177 ksi �.'
REQUIREMENT "2X"ARE 1-1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi No. 58705
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY —
° AUTHORITY HAVING JURISDICTION. 6063-T5 Aluminum 16 ksi 22 ksi
INSTALLATION A36 Steel 36 ksi 58 ksi _
TYPE F �� EDGE 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 �
DISTANCE ® SiV EIF 1�
AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. °•,
i <OR6QP.•A� � �
SUBSTRATE,SEE TABLE 9,THIS SHEET VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM. 7//ONA1 1,"a\\\
10
A.LYNN MILLER,P.E.
P.E.#58705
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 INTERLAYER).
SEE TABLE 10,THIS SHEET DISTANCE —� �— 1/4"MAX
EDGE DISTANCE
EDGE SHIM —�I
INSTALLATION n DISTANCE I I 0 2X WOOD BUCKSTRIP 0
2X WOOD BUCKSTRIP
TYPE I OR FRAMING,SEE OR FRAMING,SEE
I P?onvfCr REVISFD
NOTE 2,THIS SHEET NOTE 2,THIS SHEET
TYP.ANCHOR TYPE, EMBEDMENT AND
�� i 1610
EDGE DISTANCE PER SUBSTRATE, I ,���� o�i�
1/4"MAX SEE TABLE 10,THIS SHEET E ? €�on m
3 SHIM 6
EMBEDMENT I I ��
'ih4c`IFY k. .i��E'Product
3 EMBEDMENT
12 USED FOR ALL II NO CHANGES THIS SHEET.
SIDES OF
8 ARCHITECTURAL I o
EXTERIOR IF
SHAPES @ 11-7/8"
29 O.C. MAX. �
11 �
EXTERIOR
4 11
VISIBLE LIGHT WIDTH= 5 b co
WINDOW INSTALLATION WINDOW BUCK WIDTH-2-3/4" > C6 N j nab
LU
HEIGHT TYPE L WINDOW BUCK WIDTH 0-1
EXTERIOR 1/4" NUj O
Q
Zia ° oa MAX. HORIZONTAL SECTION E-E 0 N�
_j co
VISIBLE O a`) Z _ e�
oa
LIGHT 9 W N= LLI
Z
LL O O
HEIGHT=
WINDOW STEEL SELF-DRILLING W _U O O_j
BUCK SMS(G5),SEE TABLE TABLE 10: F- Z � =¢ DMa
HEIGHT- 10,THIS SHEET
Min. Edge Max. O.C. o) > 0 z
AnchorT Substrate � � O
2-3/4" Distance S acin o Z o O
2-1/2"x .113" Box Nail Southern Pine SG=0.55) 5/16" 5" " ~
LL
MIAMI-DADE APPROVED MULLION(SEE 2-1/2"x .131" Common Nail Southern Pine SG=0.55 3/8" 5" O
0
SEPER NOA),ALUMINUM,STEEL FRAMING 2-1/2"x .145" Roofin Nail Southern Pine SG=0.55 3/8" 5"
00
ORR STEEL STUD.SEE SUBSTRATE Q
S
PROPERTIES,TABLE 10,THIS SHEET Southern Pine SG=0.55 1/2" 5" rn U j ways
0.093"Aluminum 6063-T5 min. 5/16" 5" ° N Z z
#10 x 1" Steel Screw(G5)* O U)
L1/16"A36 Steel 5/16" 5" _ H
21 0.045" 18 Ga Steel Stud Gr. 33 5/16" 5" F- O Q z
6 2X WOOD BUCKSTRIP Q 0 J a1o�s
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Z
OR FRAMING,SEE U_ _
NOTE 2,THIS SHEET 0 Q
O
1/4"MAX SHIM w _Z ti
0 x Z
INSTALLATION NOTES: LL
all!1 'asaQ sauas
INSTALLATION 1. USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW
TYPE J EMBEDMENT AND EDGE DISTANCE LIMITS. t v W t I I I t t/;i
EDGE DISTANCE Material Min. F,, Min. F. ���� LYNA/ frrr.
2. FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL Steel Screw 92 ksi 120 ksi \ `Z`� ' �l
BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. \�CENSF
6063 J5 Aluminum 16 ksi 22 ksi .'
TYP.ANCHOR TYPE, EMBEDMENT 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER A36 Steel 36 ksi 58 ksi No. 58705
EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE,SEE TABLE 10,THIS SHEET WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Gr,33 Steei Stud 33 ksi 45 ksi
SAT OF 4 -
VERTICAL SECTION F-F 0 FcoRtoP•°
1ilI I110\
A.LYNN MILLER,P.E.
P.E.#58705
EDGE DISTANCE TYP.ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED
2X WOOD BUCKSTRIP EMBEDMENT AND EDGE WITH GLASS TYPES 1-4(PVB
OR FRAMING,SEE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH INSTALLATION EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE 11,THIS SHEET GLASS TYPES 5-8, (SG INTERLAYER). TYPE N
EMBEDMENT
INSTALLATION 1/4"MAX SHIM
TYPE M EMBEDMENT IX WOOD BUCKSTRIP,SEE
0 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET --- PRODUCT REVISFA)
camplying A�Alh Ow Fkff Ma
OR FRAMING,SEE Building
NOTE 2,THIS SHEET A. .l - .0
1/4"MAX TYP.ANCHOR TYPE, EMBEDMENT AND E xx p te
3 SHIM EDGE DISTANCE PER SUBSTRATE, By
6 SEE TABLE 11,THIS SHEET Miami i ade Prod*ct
12 USED FOR ALL NO CHANGES THIS SHEET.
SIDES OF EDGE 3
8 ARCHITECTURAL
SHAPES @ 11-7/8" DEDGE
EXTERIOR 29 O.C. MAX. DISTANCE fnn7 DISTANCE
cl�
° °a °
11 ° j
WINDOW INSTALLATION 4 11 CONCRETE/CMU LU b co
PER U)
TYPE 0 > C\I
LU
nab
BUCK VISIBLE LIGHT WIDTH 5 REQUIREMENT
HEIGHT EXTERIOR 1/4" WINDOW BUCK WIDTH-2-3/4" 0
MAX. LO U)
EXTERIOR > -
WINDOW BUCK WIDTH Z)Of ?;0(7 0 8
0 LU
SHIM Q z
0 LU
i LL]
HORIZONTAL SECTION G-G C) z -78
VISIBLE A r) _j CL U)
u- C) D
9
LIGHT &iwz z umoij
HEIGHT STEEL SELF-DRILLING TABLE 11: = -0 W
Lu , "M 0
SMS(G5),SEE TABLE Min. Edge 0 0 0 @ -
WINDOW Anchor Substrate Min. EmbednientTMa)x O.C. W - 00 �--_i =) ON
BUCK 11,THIS SHEET Distance Spacing uJ =< CO 9M Cl
2
CD > 0-
HEIGHT- Southern Pine(SG=0.55) 9/16" 1-3/8" 6.2" 1'- q >_ z C)
2-3/4" C) z 0') a_ 0
Aluminum, 6063-T5 min. 3/8" 0.063"* 6.2" - 0
#12 or#14 410 SS Screw 0 F_ LL
MIAMI-DADE APPROVED MULLION(SEE A36 Steel 3/8" 0.063"* 6.2" < 0
SEPERATE NOA),ALUMINUM,STEEL FRAMING Steel Stud, Gr. 33 min. 3/8" 0.045" (118 Ga) 6.2" j 0)
OR STEEL STUD.SEE SUBSTRATE _j
Southern Pine(SG=0.55) 9/16" 1-3/8" 6.2" <
PROPERTIES,TABLE 1 1,THIS SHEET
#12 or#14 Steel Screw(G5)
Aluminum, 6063-T5 min. 3/8" 0.063"* 6.2" U) aaus
z
A36 Steel 3/8" 0.063"* 6.2" z
%.j U)
Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) 6.2" F-
21
Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 11.6" Z) 0 z
<_j -
6 1/4"410 SS CreteFlex ill < -1 0/0�ls
Concrete(min. 3.35 ksi) 1-3/4" 11.6" U_ z < <
Concrete(min. 2.85 ksi) ill 1-3/4" 11.6" 0 CD
F_� U)
5 r1/4"MAX SHIM cr_ 0 Z I-
1/4" Steel Ultracon Concrete(min. 2.8 ksi) 2-1/2" 1-3/8" 11.6" Uj LU -
Ungrouted CMU, (ASTM C-90) 2-1/2 1-1/4" 11.6" X Z
Concrete(min. 3.5 ksi) 1-1/ 1-3/4" 11.6"
INSTALLATION 5/16" Steel Ultracon Grouted CMU, (A TM C-90) -3/4" 11.6" DWI
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. LYN/v
% INSTALLATION NOTES: ALL HEAD TYPES APPLICABLE. kz
EN
EMBEDMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
Material Min.Fy Min.F. No. 58705
2.WOOD BUCKS DEPICTED ON THIS SHEET AS"'IX",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2" 1X WOOD
4 1 . 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 ksi ry Z7
CONCRETE/CMU 1-1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS Elco UltraCon@ 155 ksi 177 ksi
PER ANCHOR EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS Elco CreteFlex@ 127.4 ksi 189.7 ksi SATE OF
REQUIREMENT DISTANCE Z�� -
I 6063-T5 Aluminum 1 16 ksi 22 k N
3. FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE \_P
WINDOW FRAME. A36 Steel 36 k 58�s_:
Gr.33 Steel Stud 33 ksi 45 ksi NAL '��
VERTICAL SECTION H-H //111111110\
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A. LYNN MILLER,P.E.
P.E.#58705
TABLE 12:
Item PGT Part# Description Material 2.784" 2.784" 2.784"
# I 1 1 .094" ----1 1f .094" 1 1-1 094'- --A ®,
1 4253C Flanged Frame Alum. 6063-T5 1 .074" .062" 074" .062" .074" 062"
2 4285 Equal-leg Frame Alum. 6063-T5 1.375" 1.3751,
3 4256 Integral Fin Frame Alum. 6063-T5 1.875" k;:4
fll��4 500" At38"
4 4255 7116' Lami. Glass Beading Alum. 6063-T5 1.000" 71,117
.438" 500" 4.438
±0,006"
.500" o50,±0.006" .050" PIRODUCT REVISED
5 4254 I.G. Glass Beading Alum. 6063-T5
as cmlplyi%,��Viih Lhe Florida
.077" Builffing Cc&
6a 4270 Installation Fastener Co\er Alum. 6063-T5 FLANGE FRAME EQUAL-LEG FRAME 1-�D le—134:51D.0
6b 4224 Installation Fastener Cover for Curves Rigid PVC (D FIN FRAME
8 4267 7/16" Lami. Glass Beading fir Curves Alum. 6063-T5 By
'y
.970"
.346" .970" If .316"
9 4269 I.G. Beading for Curves Alum. 6063-T5 1.037"
1
875" Fn p
10 70589C Gasket (at 90' comer joints) Polyethylene .875" .875" .875" NO CHANGES THIS SHEET.
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 F1 R _ F1
12 61308K Foam Beading Tape .050" - I~ .050" J .050,, .050"
.050
13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone O 7/16"LAMI 1-1/16"I.G.GLASS INSTALLATION 7/16"LAMI I.G.GLASS
5 GLASS BEADING BEADING
20 71652K Setting Block, Mono. 3/16" x 7/16" x 4" 'Neoprene, Duro. 85 +/-1 GLASS BEADING BEADING FASTENER COVER 0 FOR CURVES 0 FOR CURVES
21 71704AK Setting Block, I.G. 3/16" x 1-3/32" x 4!' Neoprene, Duro. 85 +/-1 b co
29 76X1 14FPTX#6 x 1-1/4" FH SMS (Culled Beading) Stainless Steel HOT-MELT w z :!z
SILICONE ALUMINUM POLYISOBUTYLENE DESICCANT FILL > nab
BUTYL REINFORCEMENT SEAL 5/16"NOM. 0�
Elf
30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel STRUCTURAL 0 �_ 0 0
75 Kommeding Kodispace 4SG TIPS POLYISO- 1/4"NOM. 3/16"NOM. SILICONE (0 Uj U)
5/16"NOM. =)>
BUTYLENE WITH ALUMINUM SEAL 0 0
UT F
BUTYL
STRUCTURAL Ut BUTYL&ENT C,4 U,
76 Quanex Super Spacer nXT See this Sheet for T ROLL-FORMED 0 q U) U)
DESICCANT SILICONE DESICCANT Uj r—
w
'M STAINLESS STEEL _j Of
77 lQuanex Duraseal Spacer Materials FOAM WITH FOAM n _j C) 0-U) Z Ke
DESICCANT
LL 0
DI NT z (D unnoaQ
Cardinal XL Edge Spacer EXT. = - -2 W F78 EXT.GLASS EXT. EXT.GLASS w 1 C,4 E
INT. GLASS 0 (-) 0 (9_j 0
INT. IN W 2 00 < U) 'ON
INT.GLASS INT. , ::) Ilf
7�
KODISPACE SUPER SPACERO DURASEALO XLEDGETM C) >w Of
(D LU
75 76TM r— >_ Z Z C)
4SG TPS NXT SPACER SPACER 0 0- 0 0Z G) 0 —
L) F_ 0 LL
< c) 0
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS z
FLANGE & EQUAL-LEG FRAMES FOR FIN FRAMES (0 <
U) U)
aays
C,j
Z Z
0 U)
ANGLED/CURVED ANGLED/CURVED 0 U) z
Z) C) ::) —
FRAME ASSEMBLY FRAME ASSEMBLY < 0� 01035
LL z 17-
0 >< <
C)
90'CORNER 90'CORNER F_w W 04
w 0
FRAME ASSEMBLY FRAME ASSEMBLY Uj w
0 x 0
r7/�71
10
P-1
ANGLED/CURVED ED R E�
L /CU V
M L
E ASSEMBLY
sad sauas
10
ALL CORNERS TO ALL CORNERS TO
USE GASKET USE GASKET
LYN/V,4,
AND/OR SEALANT AND/OR SEALANT
rJ�it
\,\CENS,c
EXTERIOR
%
EQUAL-LEG FRAME No. 58705
EXTERIOR
FLANGE FRAME
EXTERIOR
EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR I MITERED FRAME WITH INTERIOR S E OF 44,
AND EXTERIOR FRAME WELDS <2n I AND EXTERIOR FRAME WELDS
FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT
30 SCREW BOSSES. SEALANT AT ALL CORNERS
SCREW BOSSES.SEALANT AT ALL CORNERS ///&/ONAL
30 A.LAPWLILIE)I2�\E\
RE.#58705