HomeMy WebLinkAboutNotice of Acceptance (2) 21D3 C�i`Ilo
REVIEWED FOR
CODE COMPLIANCE
MIAMI•DADE ST. LUCIE COUNTY
� MIAMI--DARE COUNTY,FLORIDA
1aZA:A&1" ®CC PRODUCT CONTROL SECTION
�I 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida.33175-2474
NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/building
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275 Ffllo Copy
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."PW7620A"Aluminum Fixed Window-N.I.
APPROVAL DOCUMENT: Drawing No. MD-7620A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13,with revision E dated 03/11/20,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice ofAcceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 18-0430.04 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.20-0401.09
MIAMFDADE COUNTY Expiration Date: February 19,2024
1[ Approval Date:August 06,2020
T7/27/20 Page 1
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PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDEN
CE 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-7620A.1,titled"Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision D dated 03/16/18,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.04)
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, Duraseale 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 I l/16/15, 06/07/16
and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629.13)
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. 11-1114.17)
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
along with marked-up drawings and installation diagram of an aluminum fined
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Manuel PereP.E.Product Control ExNOANo.20-Expiration Date: February 1
Approval Date:August 06,2020
E-1
I ,
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
i
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
Edition (2017),prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.04)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. 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 H exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers -Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property- Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb./in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 611 Edition(2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.04)
2. Statement letter of no financial interest, dated April 20,2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.04)
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.
(Submitted under NOA No. 18-0430.04)
4. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, RE
(Submitted under NOA No. 18-0430.04)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under NOA No. 16-0629.13) '70mueom-o
Manuel Perez,P.E.
Product Control Ex in r
NOA No.20- 01.0
Expiration Date: February 19, 4
Approval Date:August 06,2020
E-2
i
I
PGT Industries,Inc.
I
I
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
it
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
F. STATEMENTS (CONTINUED)
6. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 114114.17)
7. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
G. OTHERS
1. Notice of Acceptance No. 17-0614.10, issued to PGT Industries, Inc. for their Series
"PW-701/620"Aluminum Fixed Window—N.I., approved on 10/12/17 and expiring on
02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7620A.1, titled"Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13,with revision E dated 03/11/20,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,per ASTM F588 and TAS 202-94
along with marked-up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsi1791 and Dowsi1983
silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)
FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal)
FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and
FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega,RE
Manuel Perez,P.E.
Product Control ExQ
NOANo.20-Expiration Date: February 1
Approval Date:August 06,2020
E-3
PGT Industries, Inc:
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6"
Edition (2017),prepared by manufacturer, dated 04/19/18 and revised and updated to
the FBC 7tb Edition(2020) on 03/19/20, signed and sealed by Anthony Lynn Miller,
P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 611 Edition (2017) and the
FBC 71 Edition (2020), dated March 10, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated March 10, 2018, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0430.09, issued to PGT Industries, Inc. for their Series
'PW7620X'Aluminum Fixed Window—N.I., approved on 08/23/18 and expiring on
02/19/24.
Manuel Perez,P.E.
Product Control Ex in r
NOA No.20- 01.09
Expiration Date: February 19, 4
Approval Date:August 06,2020
E-4
GENERAL NOTES: SERIES PW7620A
NON-IMPACT-RESISTANT FIXED WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 61"TIP-TO-TIP WIDTH
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
60"BUCK WIDTH 60"BUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS 57-1/4"VISIBLE
REGIONS. LIGHT WIDTH LIGHT WIDTH
SIBL 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE --►I 6-1/2"MAX. 6"MAX
ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. B,SHEET 5 D,SHEET 6
MATERIALS USED.FOR ANCHOR EVALUATIONS WERE SOUTHERN
P.-INE,.ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE ' ' - - ------- ------ -
-WITH-MIN. KSI PER ANCHOR TYPE. I I
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE A I A 120" C I
CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL SHEET 5 BUCK SHEET 6
- C
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS I ----- I -- 120
DEPICTED AS 2X ARE 1,1/2"THICK OR GREATER.IX AND 2X BUCKS � HEIGHT � BUC
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER r - HEIG
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 117-1/4" I
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) 12"MAX. / VISIBLE 12"MAX. / 117-1/4"
OR ARCHITECT OF RECORD,(AOR). O.C. I LIGHT O.C. I VISIBLE
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND HEIGHT 121" T_
LIGHT
HEIGHT
WALL DRESSING OR STUCCO,USE ANCHORS OF SUFFICIENT ' TIP-TO
EMBEDMENT.NARROW JOINT SEALANT IS USED ON ALL FOUR
CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE , TIP
HEIGHT
SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER I I
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS'AND IS i
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE 6-1/2" L B--►i �+-- 12"MAX.O.C. 6, LD 12"MAX,O.C.
SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS.WOOD MAX. MAX. �� �-
BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO
RESIST LOADS IMPOSED ON THEM BY THE WINDOW., TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME
7).DESIGN PRESSURES: ELEVATION ELEVATION
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1: SHAPES AS SHOWN BELOW OR SIMI
PER ASTM El300. GUIDE TO SHEETS: 12 SC• AND OBTAINING DESIGN PRESSURE
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS ANCHOR SPACING TO BE 6"MAX.FF
DESIGN,ASD. GENERAL NOTES........................ 1 MEMBERS,SEE FIGURE 1,THIS SHE[
ELEVATIONS................................ 1
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED GLAZING DETAILS....................... 2-6
TO RESIST THE WINDLOADS CORRESPONDING TO THE DESIGN PRESSURES.................. 2-6 12"O.0
AN O.C. I-----WIDTH -�
REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE INSTALLATION,FLANGE............. 7 MAX. / I- - - - - --
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE INSTALLATION,EQUAL-LEG.......8 I I F-
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION INSTALLATION,INT.FIN A...........9 =
OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO INSTALLATION,INT.FIN B...........10 / w ��
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET CORNER ASSEMBLY................... 11 6„ I
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR EXTRUSION PROFILES................11 MAX
CORROSION RESISTANCE. PARTS LIST.....................4.............11
TABLE 2:
Window Design Pressure (+/-, psf) for Glass Type 1
Long Side, Tip to Tip(in)
54-11/16 57 61 65 69 73 77 81 85 89 93 97
31 +/-58.4 +/-55.5 +/-51 +/-47.6 +/-44.4 +/-41.7 +/-40.1 +/-38.8 +/-37.6 +/-36.4 +/-35.5 +/-34.6
33 +/-56.9 +/-53.8 +/-49.6 +/-45.9 +/-42.1 +/-39.8 +/-37.8 +/-36 +/-34.4 +/-32.9
_ 35 +/-56 +/-52.7 +/-48.9 +/-44.9 +/-41.2 +/-.38.8 +/-36.4 +/-34.2 +/-32
37 +/-55.2 -- +/-52.2 +/-48.3 +/-44.5 +/-40.9 +/-38.3 +/-35.8 +/-33.1
i- 39 +/-54.1 +/-51.6 +/-47.9 +/-44.1 +/-40.7 +/-38.1
a
41 +/-53 +/-50.8 +/-47.4 +/-43.6 +/-40.5 +/-38
i' 43 +/-52 +/-49.9 +/-46.7 +/-43.3 +/-40.2
45 +/-51 +/-49.1 +/-45.7 +/-42.6
in
-C 47 +/-49.5 +/-47.9 +/-44.7
0
cf) 49 +/-48.1 +/-46.5 +/-43.7
51 +/-46.8 +/-45
53 +/-45.5
54-11/16 +/-44.3
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.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4 11
1-3
EXTERIOR
GLASS'
TABLE 3:
Window Design Pressure (+/-, psf) for Glass Type 2
Long Side, Tip To Tip(in)
85-7/8 89 93 97 101 105 109 113 117 121 125 129
31 +100/-145.8 +100/-144.7 +100/-141.9 +100/-138.4 +100/-135.4 +100/-132.8 +100/-130.5 +100/-128.6 +100/-126.8 +100/-125.4 +100/-124 +100/422
33 +100/-136.3 +100/-131.7 +100/-127.1 +100/-123.4 +100/-120.3 +100/-117.9 +100/-115.8 +100/-113.8 +1001-112 +100/-110.4 +1001-108.9 +100/-107
35 +100/-126.7 +100/-122.3 +100/-117.7 +100/-113.9 +100/-110.1 +100/-106.8 +1001-104.3 +100/-102.2 +100/-100.4 +/-99 +/-97.4 +/-96.2
37 +100/-122 +100/-117.3 +100/-111.8 +100/-106.4 +100/-102.6 +/-99.7 +/-96.9 +/-94.4 +/-92.2 +/-90.1 +/-88 +/-86.6
- 39-- -+100/A20.2- -+100/-115.1 +100/-107.8 +100/-102.5 +/-98.4 +/-94..5 +/-91.2 +/-87,9 +/-85.2 +/-83 +/-81.4- -+/-79.8-_
41 +100/-117.8 +100/-113.9 +100/-106.8 +100/-100.8 +/-96.1 +/-91.6 +/-86.9 +/-83.4 +/-81.1 +/-78.9 +/-76.9 +/-75
43 +100/-113.9 +100/-112.6 +100/-106.2 +100/-100.6 +/-95.3 +/-89.9 +/-85 +/-81.4 +/-78.7 +/-76.1 +/-73.5 +/-71.2
45 +100/-110.5 +1001-109.1 +100%106.8 +100/-100.7 +/-95.4 +/-89.9 +/-84.1 +/-80.8 +/-77.6 +1-74.4 +/-71.6 +/-68.5
47 +100/-107.4 +100/-106 +100/-104.3 +100/-101.1 +/-95.7 +/-90.3 +/-84.6 +/-80.6 +/-77.4 +/-74 +/-70.3 +/-67.2
49 +100/-104,6 +100/-103.1 +100/-101.5 +/-100 +/-96.3 +/-90.8 +/-85.2 +/-81.1 +/-77.5 +/-74 +/-70.6 +/-66.6
51 +100/-102,1 +100/-100.6 +/-98.9 +/-97.4 +/-96 +/-91.4 +/-85.8 +/-81.6 +/-78.2 +/-74.6 +/-70.9 +/-67.3
c
�- 53 +/-99.8 +/-98.3 +/-96.5 +/-94.9 +/-93.6 +/-92 +/-86.6 +/-82 +/-78.6 +/-75.3 +/-71.6 +/-67.8
m 55 +/-97.8 +/-96.2 +/-94.4 +/-92.8 +/-91.3 +/-90 +/-87.2 +/-82.4 +/-78.8 +/-75.8 +/-72.2 +/-68.6
ai 57 +/-95.9 +/-94.3 +/-92.4 +/-90.8 +/-89.3 +/-88 +/-86.8 +/-82.7 +/-79.2 +/-76 +/-72.8 +/-69.4
vFn 59 +/-94.3 +/-92.6 +/-90.6 +/-88.9 +A87.4 +/-86.1 +/-84.9 +/-82.3 +/-79.3 +/-76 +/-72.8
- 61 +/-92.8 +/-91 +/-89 +/-87.3 +/-85.7 +/-84..3 +/-83.1 +/-81.4 +/-78.7 +/-76
cl) 63 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +/-84.2 +/-82.7 +/-81.4 +/-80.3 +/-77.5
65 +/-90.3 +/-88.4 +/-86.3 +/-84.4 +/-82.7 +/-81.3 +/-79.9 +/-78.8
67 +/-89.3 +/-87.3 +/-85.1 +/-83.1 +/-81.4 +/-79.9 +/-78.5
69 +/-88.3 +/-86.3 +/-84 +/-82 +/-80.2 +/-78.7
71 +/-87.5 +/-85.4 +/-83 +/-80.9 +/-79.1
73 +/-86.8 +/-84..6 +/-82.1 +/-80 +/-78.1
75 +/-86.3 +/-83.9 +/-81.4 +/-79.2
77 +/-85.8 +/-83.4 +/-80.7
79 +/-85 +/-82.4 +/-79.6
81 +/-82.9 +/-80.8
83 +/-81.3
85-7/8 +/-79.4
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.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
t4
TABLE 4:
Window Design Pressure (+/-, psf) for Glass Type 3
Long Side,Tip To Tip(in)
85-7/8 89 93 97 101 105 109 113 117 121 125 129
31 +100/-145.8 +100/-144.7 +100/-143.4 +100/-142.2 +100/-141.2 +100/-140.2 +100/-139.4 +100/-138.6 +100/-137.8 +100/-137.1 +100/-136.5 +100/-135.9
33 +100/-138.6 +100/-137.5 +100/-136.2 +100/-135 +1001-133.9 +100/-133 +100/-132.1 +100/-131.3 +100/-130.5 +100/-129.8 +100/-129.2 +100/-128.6
35 +100/-132.4 +1.00/-131.2 +100/-129.9 +100/-128.7 +100/-127.6 +100/-126.6 +100/-125.7 +100/-124.8 +100/-124.1 +100/-123.4 +100/-122.7 +100/-122.1
37 +100/-126.9 +100/-125.7 +100/-124.3 +1001-123.1 +100/-122 +1.00/-120.9 +1001-120 +100/-119.1 +100/-118.4 +100/-117.6 +1001-117 +100/-116.4
39-_ +100/-122.1 _±100/-m120.8 +100/-119.4 +100/-118.1 +100/-117 +100/-115.9- +100/-115 +100/-114.1 +100/-113.3 +100/-112.6 +100/-111.9- _+1.00%111.3-
41 +100-117.8 +100%-116.5 +100/-115 +100/-113.7 +100/-112.5 +100/-111.4 +100/-110.5 +100/-109.6 +100/-108.8 +100/-107.7 +100/-105:5 +100/-103.4
43 +100/-113,9 +100/-112.6 +100/-111.1 +100/-109.7 +100/-108.5 +1001-107.4 +100/-106.4 +100/-105.5 +100/-103.5 +100/-100.9 +/-98.7 +/-96.6
45 +100/-110.5 +100/-109.1 +100/-107.5 +100/-106.1 +100/-104.9 +100/-103.8 +100/-102.7 +100/-101.8 +/-99.2 +/-96.1 +/-93.6 +/-90.9
47 +100/-107:4 +100/-106 +100/-104.3 +100/-102.9 +100%101,6 +100/-100.5 +/-99.4 +/-98.5 +/-96 +/-92.5 +/-89.1 +/-86.3
49 +100/-104.6 +100/-103.1 +100/-101.5 +/-100 +/-98.7 +/-97.5 +/-96.4 +/-95.5 +/-94 +/-89.8 +/-86.2 +/-83
c
51 +100/=102.1 +100/-100.6 +/-98.9 +1-97.4 +/-96 +/-94.8 +1-93.7 +/-92.7 +/-91.8 +/-88.7 +/-84 +/-81.6
53 +/-99.8 +/-98.3 +/-96.5 +/-94.9 +/-93.6 +/-92.3 +/-91.2 +/-90.2 +/-89.2 +/--88.4 +/-83.8 +/-80.6
le
55 +/-97.8 +/-96.2 +/-94.4 +/-92.8 +/-91.3 +/-90 +/-88.9 +/-87.8 +/-86.9 +/-86 +/-84.1 +/-80.8
m 57 +/-95.9 +/-94.3' +/-92.4 +/-90.8 +/-89.3 +/-88 +/-86.8 +/-85.7 +/-84.7 +/-83.9 +/-83 +/-81.2
ai
co
59 +/794.3 +/-92.6 +/-90.6 +/-88.9 +/-87.4 +/-86.1 +/-84.9 +/-83.8 +/-82.8 +/-81.8 +/-81
0 61 +/-92.8 +/-91 +/-89 +/-87.3 +/-85.7 +/-84.3 +/-83.1 +/-82 +/-80.9 +/-80
U) 63 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +/-84.2 +/-82.7 +/-81.4 +/-80.3 +/-79.2
65 +/-90.3 +/-88.4 +/-86.3 +/-84.4 +/-82.7 +/-81.3 +/-79.9 +/-78.8
67 +/-89.3 +/-87.3 +/-85.1 +/-83.1 +/-81.4 +/-79.9 +/-78.5
69 +/-88.3 +/-86.3 +/-84 +/-82 +/-80.2 +/-78.7
71 +/-87.5 +/-85.4 +/-83 +/-80.9 +/-79.1
73 +/-86.8 +/-84.6 +/-82.1 +/-80 +/-78.1
75 +/-86.3 +/-83.9 +A81.4 +/-79.2
77 +/-85.8 +/-83.4 +/-80.7
79 +/-85.4 +/-82.9 +/-80.1
81 +/-85.1 +/-82.5
83 +/-84.9
85-7/8 1 +/-84.9
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.
3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
TABLE 5:
Window Design Pressure (+/-, psf) for Glass Type 4
Long Side, Tip to Tip(in)
68-7/8 73 77 81 85 89 93 97 98-1/2
31 +/-78.9 +/-75.1 +/-72.2 +/-69.8 +/-67.6 +/-65.6 +/-63.9 +/-62.3 +/-61.8
33 +/-75.4 +/-71.6 +/-68 +/-64.8 +/-61.9 +/-59.3 +/-57.2 +/-55.5 +/-55
35 +/-72.3 +/-69.9 +/-65.5 +/-61.5 +/-57.6 +/-55 +/-53 +/-51.3 +/-50.6 13
_. 37_._ _ +/-69.7 ±/-68.3 +/-64.4 +/-59.5 +/-55.5 +/-52.8 +/-50.3 +/-47.9 +/-47.2 GI-'°"
39 +/-67.4 - +/-65.9 +/-63.8 +/-58.9 +/-54.8 +/-51.8 +/-48.5 +/-46.1 +1-45.5 - --
41 +/-65.3 +/-63.8 +/-62.5 +/-58.7 +/-54.6 +/-51.3 +/-48,1 +/-45.4 +/-44.6 3/16"ANNEA
43 +/-63.5 +/-62 +/-60.6 +/-58.6 +/-54.6 +/-51.3 +/-47.8 +/-45.3 +/-44.5 7/1
a 45 +/-62 +/-60.3 +/-59 +/-57.8 +/-64.6 +/-51.4 +/-48.1 +/45.3 +/-44.5
8 47 +/-60.6 +/-58.9 +/-57.5 +/-56.2 +/-54.6 +/-51.5 +/-48.2 +/-45.5 +/-44.6 C
a 49 +/-59.4 +/-57.6 +/-56.1 +/-54.9 +/-53.8 +/-51.4 +/-48.2
P
51 +/-58.4 +/-56.5 +/-54.9 +/-53.6 +/-52.5 +/-51.4 +/-48.2
v
try 53 +/-57.5 +/-55.5 +/-53.9 +/-52.5 +/-51.3 +/-50.3 C
L 55 +/-56.7 +/-54.6 +/-52.9 +/-51.5 +/-50.3 EXTERIOF
57 +/-56 +/-53.9 +/-52.1 +/-50.6 a
59 +/-55.5 +/-53.2 +/-51.4
61 +/-55 +/-52.7 +/-50.8
63 +/-54.7 +/-52.2
65 +/-54.5
67 +/-54.3
1 . 68-7/8 +/-53.2
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..
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS
COMPLETELY FIT WITHIN.
TABLE 6:
Window Design Pressure (+/-, psf) for Glass Type 6 & 6
Long Side, Tip to Tip (in)
85-7/8 89 93 97 101 105 109 113 117 121 125 12!
31 +100/-145.8 +100/-144.7 +1001-143.4 +100/-142.2 +100/-141.2 +100/-140.2 +100/-139.4 +100/-138.6 +100/-137.8 +100/-137.1 +100/-136.5 +100/-'
33 +100/-138.6 +100/-137.5 +100/-136.2 +1001-135 +100/-133.9 +100/-133 +100/-132.1 +100/-131.3 +100/-130.5 +100/-129.8 +100/-129.2 +100%'
35 +100/-132.4 +100/-131.2 +100/-129.9 +100/-128.7 +100/-127.6 +1001-126.6 +100/-125.7 +100/-124.8 +1001-124.1. +100/-123.4 +100/-122.7 +100%'
37 +100/-126.9 +100/-125.7 +100/-124.3 +100/-123.1 +100/-122 +100/-120.9 +100/-120 +100/-119.1 +100/-118.4 +100/-117.6 +1001-117 +100/-'
---39--- +1001-122.1 +100/-120.8 +100/-119.4 +100/-118.1 +100/-117 +100/-115.9 +100/-115 +100/-114.1 +100/-113.3 +100/-112.6 -+100%111.9 +100/-
41 +100/-117.8 +100/-116.5 +100/-115 +100/-113.7 +100/-112.5 +100%111.4 +100/-110.5 +100/-109.6 +1001-108.8 +100/-108 +100/-107.3 +100/
4.3 +100/-113.9 +100/-112.6 +100/-111.1 +100/-109.7 +100/-108.5 +100/-107.4 +100/-106.4 +100/-105.5 +100/-104.7 +100/-103.9 +1001-103.2 +100%'
45 +100/-110.5 +100%-109.1 +100/-107.5 +100/-106.1 +100/-104.9 +100/-103.8 +100/-102.7 +1001-101.8 +100/=101 +100/-100.2 +/-99.5 +/-91
47 +100/-107.4 +100/-106 +100/-104.3 +100/-102.9 +100/-101.6 +1001-100.5 +/-99.4 +/-98.5 +/-97.6 +/-96.8 +/-96.1
_ 49 +100/-104.6 +100/-103.1 +1001-101.5 +/-100 +/-98.7 +/-97.5 +/-96.4 +/-95.5 +/-94.6 +/-93.8 +/-93 +/-9;
.o.ol 51 +100/-102.1 +100/-100.6 +/-98.9 +/-97.4 +/-96 +/-94.8 +/-93.7 +/-92.7 +/-91.8 +/-90.9 +/-90.2 +/-81
C- 53 +/-99.8 +/-98.3 +/-96.5 +/-94.9 +/-93.6 +/-92.3 +/-91.2 +/-90.2 +/-89.2 +/-88.4 +/-87.6 +/-81
i=
0 55 +/-97.8 +/-96.2 +/-94.4 +/-92.8 +/-91.3 +/-90 +/-88.9 +/-87.8 +/-86.9 +/-86 +/-85.2 +/-8,
°- 57 +/-95.9 +/-94.3 +/-92.4 +/-90.8 +/-89.3 +/-88 +/-86.8 +/-85.7 +/-84.7 +/-83.9 +/-83 +/-8,'
59 +/-94.3 +/-92.6 +/-90.6 +/-88.9 +/-87.4 +/-86.1 +/-84.9 +/-83.8 +/-82.8 +/-81.8 +/-81
05 a 61 +/-92.8 +/-91 +/-89 +/-87.3 +/-85.7 +/-84.3 +/-83.1 +/-82 +/-80.9 +/-80
0 63 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +/-84.2 +/-82.7 +/-81.4 +/-80.3 +/-79.2
U) 65 +/-90.3 +/-88.4 +/-86.3 +/-84.4 +/-82.7 +/-81.3 +/-79.9 +/-78.8
67 +/-89.3 +/-87.3 +/-85.1 +/-83.1 +/-81.4 +/-79.9 +/-78.5
69 +/-88.3 +/-86.3 +/-84 +/-82 +/-80.2 +/-78.7
71 +/-87.5 +/-85.4 +/-83 +/-80:9 +/-79.1
73 +/-86.8 +/-84.6 +/-82.1 +/-80 +/-78.1
75 +/-86.3 +/-83.9 +/-81.4 +/-79.2
77 +/-85.8 +/-83.4 +/-80.7
79 +/-85.4. +/-82.9 +/-80.1
81 +/-85.1 +/-82.5
83 +/-84.9
85-7/8 +/-84.9
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.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
#29 U;
FRAME
@ If-
13/16"NOM.
GLASS STACK
3/16"TEMPERED GLASS
TFMPF
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE
2X WOOD BUCKST(21P EDGE DISTANCE PER SUBSTRATE, INSTALLATION
OR FRAMING,SEE DISTANCE SEE TABLE 7,THIS SHEET TYPE C
NOTE 2,THIS SHEET
INSTALLATION EMBEDMENT SE
1!4"MAX
TYPE A EMBEDMENT SHIM
TYP.ANCHOR TYPE,EMBEDMENT AND
.a EDGE DISTANCE PER SUBSTRATE, -
EDGE 6 SEE TABLE 7,THIS SHEET
� DISTANCE
1/4"MAX .• .: •Q.?.'••'• '4.
- -- - -- --- - 1 SHIM -- - - ------
.' d'•d
12 USED FOR ALL a'
SIDES OF d A.
8 ARCHITECTURAL
SHAPES @ 11-7/8" o_ EXTERIOR
29
O.C.MAX. .d•'
CONCRETE/CMU 4
PER ANCHOR VISIBLE LIGHT WIDTH=
REQUIREMENT WINDOW BUCK WIDTH-2-3/4"
WINDOW BUCK WIDTH —
WINDOW TIP-TO-TIP WINDOW WIDTH -
BUCK EXTERIOR
HEIGHT a HORIZONTAL SECTION
INSTALLATION TABLE 7:
TIP-TO-TIP METHOD D Anchor Substrate
WINDOW 1/4"
HEIGHT VISIBLE MAX. Southern Pine(SG=t
LIGHT SHIM #12 or#14 410 SS Screw Aluminum, 6063-T5 i
HEIGHT= A36 Steel
WINDOW Steel Stud, Gr. 33 r
BUCK 9 Southern Pine(SG=(
HEIGHT- Aluminum 6063451
2-3/4" EXTERIOR #12 or#14 Steel Screw(G5) A36 Steel
STEEL SELF-DRILLING Steel Stud, Gr. 33 r
SMS(G5),SEE TABLE Ungrouted CMU, (ASTA
7,THIS SHEET 114"410 SS CreteFlex Concrete(min. 3.35
MIAMI-DADE APPROVED MULLION(SEE Concrete(min. 2.85
SEPERATE NOA),ALUMINUM,STEEL FRAMING 1/4"Steel Ultracon Concrete(min. 2.85
OR STEEL STUD.SEE SUBSTRATE Ungrouted CMU, (ABTA
21 PROPERTIES,TABLE 7,THIS SHEET
6 14' Steel Ultracon+ Concrete(min. 3 k.
Ungrouted CMU, (ASTI1
. 7 � 5/16" Steel Ultracon Concrete(min.-3.5 I__1/4"MAX SHIM Grouted CMU, (ASTM
*MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE
"UNGROUTED CMU"VALUES MAY BE USED FOR GROV
1X WOOD BUCKSTRIP, ALL HEAD TYPES APPLICABLE.
l� l� c❑�nlnT�13 TUIQ QUFFT INSTALLATION NOTES:
TYP.ANCHOR TYPE, INSTALLATION
EDGE EMBEDMENT AND EDGE
2X WOOD DISTANCE DISTANCE PER SUBSTRATE, TYPE G
OR FRAMMINGIND,,SEEEE
NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET
EMBEDMENT SEE
1/4"MAX
INSTALLATION EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
TYPE E e , EDGE DISTANCE PER SUBSTRATE, -
EDGE .A ;*+ 6 SEE TABLE 8,THIS SHEET
DISTANCE
LI/4"MAX
--- 2 SHIM e , - - - -- -- --
of d e
.. 8
12 USED FOR ALL
,a a ar
SIDES OF •d ' .
8 ARCHITECTURAL EXTERIOR
'ae
EXTERIOR SHAPES aQ 117/8" 4
29 O.C. a VISIBLE LIGHT WIDTH=
CONCRETE/CMU WINDOW BUCK WIDTH-2-3/4"
PER ANCHOR
REQUIREMENT WINDOW BUCK WIDTH
WINDOW HORIZONTAL SECTION
BUCK INSTALLATION
HEIGHT TYPE H
1/4" TABLE 8:
MAX. Anchor Substrate
SHIM
VISIBLE NX XXSouthern Pine(SG=1
LIGHT #12 or#14 410 SS Screw Aluminum, 6063-T5
HEIGHT= g A36 Steel
WINDOW Steel Stud, Gr. 33 r
BUCK EXTERIOR Southern Pine(SG,I
HEIGHT-
2-3/4" a STEEL SELF-DRILLING #12 or#14 Steel Screw(G5) AlurriinUm,6063=T5
SMS(05),SEE TABLE A36 Steel,
8,THIS SHEET Steel Stud, Gr. 33 r
MIAMI-DADE APPROVED MULLION(SEE 1/4"410 SS CreteFlex Ungrouted CMU, (AS-0
SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete(min. 3.35
OR STEEL STUD.SEE SUBSTRATE Concrete(min. 2.85
PROPERTIES,TABLE 8,THIS SHEET 1/4"Steel Ultracon Concrete(min.2.8$
21 Ungrouted CMU, (ASTD
6 1/4"Steel Ultracon+ Concrete(min. 3 k
Un routed CMU, (ASD
5/16"Steel Ultracon Concrete(min; 3;5
7 �1/4"MAX SHIM Grouted CMU, (ASTM
"MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE
--7- "UNGROUTED CMU"VALUES MAY BE USED FOR GROU'
\ ` 1 I WOOD BUCKSTRIP ALL HEAD TYPES APPLICABLE.
C LJ 1� 1`� CC Kln"M 1f -r J1C CCCT INSTALLATION NOTES:
F[
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION
DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET TYPE J
SEE TABLE 9,THIS SHEET _
EDGE EDGE
DISTANCE 1/4'MA(
INSTALLATION DISTANCE SHIM
TYPE I O
2X WOOD BUCKSTRIP 2X WC
OR FRAMING,SEE OF
NOTE 2,THIS SHEET NOTE
L,141'
MAX TYP.ANCHOR TYPE,EMBEDMENT AND
r8ARCHITECTURAL
SHIM EDGE DISTANCE PER SUBSTRATE,
6SEE TABLE 9,THIS SHEET
ALLEMBEDMENT
EXTERIOR11-7/8"
a 11
WINDOW INSTALLATION 4
BUCK TYPE L VISIBLE LIGHT WIDTH=
HEIGHT EXTERIOR WINDOW BUCK WIDTH-2-3/4"
1/4" WINDOW BUCK WIDTH
MAX.
SHIM HORIZONTAL SECTION E-E
VISIBLE
LIGHT
HEIGHT
WINDOW 9 STEEL SELF-DRILLING
BUCK SMS(G5),SEE TABLE
HEIGHT- 9,THIS SHEET
TABLE 9:
2-3/4"
MIAMI-DADE APPROVED MULLION(SEE Anchor
SEPERATE NOA),ALUMINUM,STEEL FRAMING 2-1/2"x .113" Box Nail South
OR STEEL STUD.SEE SUBSTRATE 2-1/2"X .131" Common Nail S0554
PROPERTIES,TABLE 9,THIS SHEET 2-112" x .145" Roofin Naii South(
Southi
21 0.093"Ali
g 2X WOOD BUCKSTRIP #10 x 1" Steel Screw"
OR FRAMING,SEE 1/
NOTE 2,THIS SHEET
7 *MIN.OF 3 THREADS BEYOND THE METAL SUBS
IX'MAX SHIM
INSTALLATION ALLATION IRICTAI 1 ATIl1R1 RIr1TFQ•
TYP.ANCHOR TYPE,
EDGE DISTANCE EMBEDMENT AND EDGE..
2X.WOOD BUCKSTRIP DISTANCE PER SUBSTRATE, INSTALLATION TYPE M
OR FRAMING,SEE SEE TABLE 7,THIS SHEET
NOTE 2,THIS SHEET EMBEDMENT
INSTALLATION SHIM
TYPE M { EMBEDMENT 1X WOOD BUG
2X WOOD BUCKSTRIP NOTE 2,
OR FRAMING,SEE
NOTE 2,THIS SHEET
_L1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AN_D
3 SHIM EDGE DISTANCE PER-SUBSTRATE, ---
-- - - --- --- 6 SEE TABLE 10.,THIS SHEET
12 USED FOR.ALL
SIDES OF EDGE
B ARCHITECTURAL DISTANCE
DISTANCE
EXTERIOR SHAPES @ 11-7/8 'n L
29 O.C.MAX.
11
INSTALLATION 4 C,
WINDOW TYPE O
SUCK VISIBLE LIGHT WIDTH=
HEIGHT EXTERIOR 1/4" WINDOW BUCK WIDTH•2-3/4"
MAX.SHIM WINDOW BUCK WIDTH
HORIZONTAL SECTION G-G
VISIBLE TABLE 10:
LIGHT STEEL SELF-DRILLING Anchor Substrate
HEIGHT= 9 SMS(G5),SEE TABLE
WINDOW SouthernPine(SG=0.55)
BUCK 10,THIS SHEET
#1
HEIGHT- 2 or#14 410 SS Screw Aluminum, 6063 T5 min.
A36 Steel
2-3/4" Steel Stud, Gr.33 min.
MIAMI-DADS APPROVED MULLION(SEE Southern Pine(SG=0.55)
SEPERATE NOA),ALUMINUM,STEEL FRAMING Aluminum, 6063-T5 min.
OR'STEEL STUD,SEE SUBSTRATE #12 or#14 Steel Screw(G5) A36 Steel
PROPERTIES,TABLE 10,THIS SHEET
Steel Stud, Gr.33 min.
1/4"410 SS CreteFlex Ungrouted CMU, (ASTM C-90)
21 TYP,ANCHOR TYPE, Concrete(min. 3.35 ksi)
6 EMBEDMENT AND EDGE Concrete(min. 2.85 ksi)
DISTANCE PER SUBSTRATE, 1/4"Steel Ultracon Concrete(min. 2.85 ksi)
SEE TABLE 10;THIS SHEET Ungrouted CMU, (ASTM
7 1/4"MAX SHIM Concrete(min. 3 ksi)
1/4"Steel Ultracon+ Ungrouted CMU, ASTM C 90
5/16"Steel Ultracon Concrete(min. 3.5 ksi)
Grouted CMU, (ASTM C-90)
INSTALLATION *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
TVDG ni f 1X WOOD BUCKSTRIP,
TABLE 11:
Item PGT Part# Description Material 2.784" 2.784"
# I I o94" —.4 Imo— .094" —•'a l o
1 4253C Flanged Frame Alum. 6063-T5 .074" 062" .074"
2 4285 Equal-leg Frame Alum. 6063-T5 1.375"
3 4256 Integral Fin Frame Alum. 6063-T5 1.875"
.500" .438"
4 4258 3/16" & 1/4" Glass Beading Alum. 6063-T5 1.000"
5 4254 1-16" I.G. Glass Beading Alum. 6063-T5 .500" --4— •owu*0.006" �—��-
6a 4270 Installation Fastener Cover Alum. 6063-T5 OFLANGE FRAME OEQUAL-LEG FRAM
6b 4224 Installation Fastener Cover Rigid PVC
--------------
— - -- —-4263 13/16" I.-G.-Glass Beading Alum. 6063-T5
-- - -
8 4280 3/16" & 1/4" Glass Beadling for Curves Alum. 6063-T5 1.23s (+ �— .s4s" 1.037"
9 4269 I.G. Beading for Curves Alum. 6063 T5 .875" s7s"
10 70589C Gasket(at 900 comer joints) Polyethylene .875
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 .050" I"— -050" .050" T_
12 61308K Foam Beading Tape O 3/16"&1/4" 1-1/16"I.G.GLASS O INSTALLATIO ON 1;
13 Dow 791, 899, 983, 995 or GE 7700 Backbedding Silicone 4 GLASS BEADING 5 BEADING 6a FASTENER COVER 7 B
20 71652K Setting Block, Mono. 3/16"x 7/16" x 4" Neoprene, Duro. 85 +/-1
21 71704AK Setting Block, I.G. 3/16"x 1-3/32" x 4" Neoprene, Duro. 85 +%-1 HOT-MELT ALUMI
29 76X1 14FPTX#6 x 1-1/4" FH SMS (Curled Beading) Stainless Steel SILICONE BUTYL REINFORCEN
STRUCTURAL
30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel POLYISO- 1/4"NOM. 3/16"NOM.
BUTYLENE WITH STRUCTURAL BUTYL!
75 Kommerling Kodispace 4SG TPS DESICCANT SILICONE DESICCAN-
76 Quanex Super Spacer nXT See this Sheet for FOAM WITH FOAD
77 Quanex Duraseal Spacer Materials EXT.GLASS DESICCANT EXT.GLASS-
EXT.GLASS
7$ Cardinal XL Edge Spacer INT.GLASS INT.GLASS
KODISPACE SUPER SPACER®
75 4SG TPS 76 NXT TM
ASSEMBLY DETAILS FOR ASSE
FLANGE & EQUAL-LEG FRAMES. FOF
ANGLED/CURVED
FRAME ASSEMBLY
6
I 90°CORNERIt 90"CORNER
I I FRAME ASSEMBLY FRAME ASSEMBLY
UI
Cb I