HomeMy WebLinkAboutAPPROVED PW7620NOA MIAMI•DADE MIAMI-DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building
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 "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 of Acceptance 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.
f-I NOA No.20-0401.09
�H E OOu Expiration Date: February 19,2024
g �Vr Approval Date:August 06,2020
7/27/20 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-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, 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. 16-0629.13)
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 fixed
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)
'70ap,(:w
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- 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC Ern
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 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.
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)
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
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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. 11-1114.17)
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 Dowsil 791 and Dowsil 983
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 Ex in r
NOA No.20- 01.0
Expiration Date: February 19, 4
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 6tn
Edition (2017),prepared by manufacturer, dated 04/19/18 and revised and updated to
the FBC 7t' 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 6t'Edition (2017) and the
FBC 7t'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
"PW7620A"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- 01.0
Expiration Date: February 19, 4
Approval Date:August 06,2020
E-4
GENERAL NOTES: SERIES PW7620A
NON-IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING
VARIES, NOT RATED FOR IMPACT
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY SEE SHEETS 2-6 RESISTANCE
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 60"BUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS 57-1/4"VISIBLE
REGIONS. LIGHT WIDTH 57-1/4"VISIBLE 57-1/4"VISIBLE
LIGHT WIDTH LIGHT WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE -►I 6-1/2"MAX. 6"MAX. F,SHEET 7
ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. B,SHEET 5 D,SHEET 6 H,SHEET 8 '- 2"MAX.
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN ---
PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE
WITH MIN. KS PER ANCHOR TYPE. I I I
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE A 120"I C I E,SHEET 7
CONSIDERED iX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL SHEET 5 � A SHEET 6 � C G,SHEET 8 � E,H
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS BUCK 120" E)UPDATED TO FBC 2020,
—I ----- HEIGHT I BUCK I REVISED ANCHOR TYPE
DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS , , , c
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER r l r HEIGHT -------- O TABLE.
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND i 117-1/4" -�— I , 117-1/4"
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) 12"MAX• / VISIBLE 12"MAX. / 117-1/4" / VISIBLE JR-03/11/20
OR ARCHITECT OF RECORD,(AOR). O.C. I LIGHT O.C. I VISIBLE I LIGHT
HEIGHT ' LIGHT HEIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND I 121" I / HEIGHT I /
WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT 120" Y W
TIP-TO 5"MAX. W j •Aaa
EMBEDMENT.NARROW JOINT SEALANT IS USED ON ALL FOUR I Tip I O.C. I BUCK > N
CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE , , HEIGHT `-
HEIGHT SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER 0
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS , I I �- ti aaoa 0
BEYOND THE SCOPE OF THESE INSTRUCTIONS. O N N
O
O � � CO
M
6)MAX. 1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 0 J Z �e r'
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE Z U- (o J UMOJQ
6-1l2" g--►� ®- 12"MAX.O.C. 6, p--®� �~ 12"MAX.O.C. I F,H = w W
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD MAX MAX. 2"MAX. 0 U O p
BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO -i 5"MAX.O.C. W - 00 ON
RESIST LOADS IMPOSED ON THEM BY THE WINDOW. Z � C0 smo
TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME TYP. FIN FRAME ELEVATION o
z
7)DESIGN PRESSURES: ELEVATION ELEVATION o rn p 0
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST Z ~Q
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, W
STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1: SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK Q
W
PER ASTM E1300. GUIDE TO SHEETS: 12 O.C. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-6. co U j 06 Oays
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS MAX. ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ® rn Z
GENERAL NOTES........................ 1
DESIGN,ASD. MEMBERS,SEE FIGURE 1,THIS SHEET. W U)
ELEVATIONS................................ 1 Z �S I- Z
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED GLAZING DETAILS....................... 2-6 p O O
DESIGN PRESSURES.................. 2-6 12"O.C. (" WIDTH-{ I-�- WIDTH -� WIDTH�I �" WIDTH -�{ H 0 Z 5-/D s
TO RESIST THE WINDLOADS CORRESPONDING TO THE - - T - Z
REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE INSTALLATION,FLANGE............. 7 MAX. / r -1 I -1 r -I r 1 � Q Q
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE INSTALLATION,EQUAL-LEG....... 8 F I I u
IY N
INSTALLATION,INT.FIN A...........9 = _ _ = 0 0 W o
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION INSTALLATION, INT. FIN B...........10 / w w �� LLll Z
OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO w w X WCONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET CORNER ASSEMBLY................... 11 6„ _ = = I _1LL 0 aTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR EXTRUSION PROFILES................11 MAX � L- _J 1 al}L •asap sauas
CORROSION RESISTANCE. PARTS LIST..........................:........11
�-�--WIDTH WIDTH { WIDTH WIDTH
9)REFERENCES:TEST REPORTS FTL-3834,3847,3850,7212& T - - - - T - - T f— - 1 I- -I
18-7763; ELCO ULTRACON NOA;DEWALT ULTRACON+NOA; �` �}i ..••- F r
I .•
DEWALTIELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD TABLE 1: Lt �
CONSTRUCTION AND ALUMINUM DESIGN MANUAL.
Type Sheet w w w w
Description = _ _l _ tvo. 58705 -_
10)THE 7620A SERIES WAS FORMERLY CALLED THE 620 SERIES. # # l L L - - I L J
CODES/STANDARDS USED: 1 3/16"Annealed 2 `
• 2020 FLORIDA BUILDING CODE FBC),7TH EDITION 2 3/16"Tempered 3 �-- WIDTH- -I �- WIDTH �{ F-- WIDTH { -- WIDTH --{
• 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 3 1/4"Tempered 4 T r r (� Q�� . T F `
® ASTM E1300-09 4 13/16" IG 3/16"Annealed- 7/16"Air-3/16"Annealed 5 �'C� Ic��. '
• ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION „ „ _ �i�S
• 5 13/16 IG 3/16 Tempered-7/16 Air- 3/16 Tempered) 6 L ( �� �� �,� �S'f `�
ALUMINUM DESIGN MANUAL,ADM-2015 6 1-1/16" IG 1/4"Tempered-9/16"Air- 1/4"Tempered) 7 = _ �/ _ = f 1/ , 1L 0N��
• AISI S100-16 I I I A.LYNN MILLER,P.E.
• AISC 360-16
P.E.#58705
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
Q
i= 39 +/-54.1 +/-51.6 +/-47.9 +/-44.1 +/-40.7 +/-38.1
�_
41 +/-53 +/-50.8 +/-47.4 +/-43.6 +/-40.5 +/-38
f- 43 +/-52 +/-49.9 +/-46.7 +/-43.3 +/-40.2 E) NO CHANGES THIS SHEET.
:a 45 +/-51 +/-49.1 +/-45.7 +/-42.6 2 JR-03/11/20
U)
C 47 +/-49.5 +/-47.9 +/-44.7
o
�
49 +/-48.1 +/-46.5 +/-43.7
51 +/-46.8 +/-45
53 +/-45.5 w w
(n nab{
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. 0 Q
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. N a}op 0 N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
O M W -, m
-i O z '(8
Z U- � J uMo�p
= w - W
UU o 0
W z dam- 'ON
O w 0MG
ti
O
W LL
3/16"ANNEALED GLASS J 03 O
Q Q fV H
4 11 ® (0z of }aa4S
5/8" ZZ 00 W Z
GLASS BITE H p W 0/0-IS1-3 � Z D-
Z O
EXTERIOR w (D �
20 13 x W
I1
GLASS TYPE 1 al}il 'asap sauaS
TABLE DIMENSIONS MAY BE
✓ s
ORIENTED VERTICALLY OR £_
HORIZONTALLY AS SHOWN. !J
o. 58705
LONG LONG
SIDE
- m
SIDE _
It- LONG SIDE -® (f- LONG SIDE --►� �r '. -T�T� d -`
SHORT I SHORT / � r� •:41'� tip .. 1a 4�
SIDE SIDE /�°i N
e
-I SHORT � � � SHORT � J J 11 I I ;I t
�I SIDE SIDE A.LYNN MILLER,P.E.
P.E.#58705
TABLE 3:
Window Design Pressure (+/-, psf) for Glass Type 2
Long Side, Tip To Tip(in)
85-7/8 89 93 97 101 105 109 113 117 121 125 129 133 137 141 145
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/-122.6 +100/-121.5 +100/-120.5 +100/-119.6 +100/-118.8
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 +100/-112 +100/-110.4 +100/-108.9 +100/-107.6 +100/-106.5 +100/-105.6 +100/-104.5 +100/-103.7
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 +/-95 +/-93.9 +/-93 +/-92.1
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 +/-85.2 +/-84 +/-83 +/-82
39 +100/-120.2 +100/-115.1 +100/-107.8 +100/-102.5 +/-98.4 +/-94.5 +/-91.2 +/-87.9 +/-85.2 +/-83 +/-81.4 +/-79.8 +/-78.4 +/-77.2 +/-76.2 +/-75.1
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 +/-73.4 +/-71.8 +/-70.3 +/-68.8
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 +/-69 +/-67 +/-65.2 +/-63.5
45 +100/-110.5 +100/-109.1 +100/-106.8 +100/-100.7 +/-95.4 +/-89.9 +/-84.1 +/-80.8 +/-77.6 +/-74.4 +/-71.6 +/-68.5 +/-65.9 +/-63.4 +/-61.8 +/-60.8 E) NO CHANGES THIS SHEET.
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 +/-63.9 +/-61.7 +/-60.4 +/-59
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 +/-63 +/-61.4 +/-59.6 +/-58 JR-03/11/20
c
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 +/-63.2 +/-61 +/-59.4 +/-57.8
53 +/-99.8 +/-98.3 +/-96.5 +/-94.9 +/-93.6 +/-92 +/-86.6 +/-82 +/-78.6 +/-75.3 +/-71.6 +/-67.8 +/-64 +/-61.4
Y
3 55 +/-97.8 +/-96.2 +/-94.4 +/-92.8 +/-91.3 +/-90 +/-87.2 +/-82.4 +/-78.8 +/-75.8 +/-72.2 +/-68.6 +/-64.8
m
ai 57 +/-95.9 +/-94.3 +/-92.4 +/-90.8 +/-89.3 +/-88 +/-86.8 +/-82.7 +/-79.2 +/-76 +/-72.8 +/-69.4 W cy) Y W
59 +/-94.3 +/-92.6 +/-90.6 +/-88.9 +/-87.4 +/-86.1 +/-84.9 +/-82.3 +/-79.3 +/-76 +/-72.8 > C14 nab
0
61 +/-92.8 +/-91 +/-89 +/-87.3 +/-85.7 +/-84.3 +/-83.1 +/-81.4 +/-78.7 +/-76 p �t O
LO
63 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +/-84.2 +/-82.7 +/-81.4 +/-80.3 +/-77.5 >- r- O C)
65 +/-90.3 +/-88.4 +/-86.3 +/-84.4 +/-82.7 +/-81.3 +/-79.9 +/-78.8 O ' N
O c,.) co
67 +/-89.3 +/-87.3 +/-85.1 +/-83.1 +/-81.4 +/-79.9 +/-78.5 -j C) Z Xg
ILL
69 +/-88.3 +/-86.3 +/-84 +/-82 +/-80.2 +/-78.7 = WW JMOJQ
71 +/-87.5 +/-85.4 +/-83 +/-80.9 +/-79.1 U C) o 0
73 +/-86.8 +/-84.6 +/-82.1 +/-80 +/-78.1 IW- W ON
75 +/-86.3 +/-83.9 +/-81.4 +/-79.2 r- > z �Ma
77 +/-85.8 +/-83.4 +/-80.7 Z C/)
79 +/-85 +/-82.4 +/-79.6 J m WO
81 +/-82.9 +/-80.8 Q Q co
83 +/-81.3 m � W ;aa45
85-7/8 +/-79.4 ® N Z_ 0=
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. z 3: W Z
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 Z 9103S
a
c~n Z N
w W U
CC X W
3/16"TEMPERED GLASS m p d
a�;il •�saQ saiJas
TABLE DIMENSIONS MAY BE
5/8'
ORIENTED VERTICALLY OR � �;'
HORIZONTALLY AS SHOWN. GLASS BITE -
1-3 N'0. 53705 y
LONG LONG
SIDE
SIDE
'-•- LONG SIDE I - LONG SIDE -�I / EXTERIOR 20 13
T / :£ STA L (3F p `
SHORT SHORT GLASS TYRE 2 'o a' �T. ` 'cj%
SIDE SIDE
SS HORDET � � -!I SHORT
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
Window Design Pressure (+/-, psf) for Glass Type 3
Long Side, Tip To Tip(in)
85-7/8 89 93 97 101 105 109 113 117 121 125 129 133 137 141 145
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 +100/-135.4 +100/-134.9 +100/-134.4 +100/-134
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/-128.6 +100/-128 +100/-127.5 +100/-127 +100/-126.6
35 +100/-132.4 +100/-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 +100/-121.5 +100/-121 +1001-120.5 +100/-120.1
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 +100/-117 +100/-116.4 +100/-115.8 +100/-115.3 +100/-114.8 +100/-114.3
39 +100/-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 +1001-111.3 +100/-110.7 +1001-110.1 +100/-108.8 +100/-107.6
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 +100/-102 +100/-100.6 +/-99.4 +/-98.2
43 +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/-103.5 +100/-100.9 +/-98.7 +/-96.6 +/-94.9 +/-93.2 +/-91.6 +/-90.1
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 +/-88.7 +/-86.5 +/-84.6 +/-83.2 E) NO CHANGES THIS SHEET.
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 +/-83.7 +/-81.8 +/-80.2 +/-78.8
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 +/-80.8 +/-79 +/-77.1 +/-75.3 2 JR-03/11/20
51 +100/-102.1 +100/-100.6 +/-98.9 +/-97.4 +/-96 +/-94.8 +/-93.7 +/-92.7 +/-91.8 +/-88.7 +/-84 +/-81.6 +/-79.1 +/-76.7 +/-74.7 +/-72.5
c
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 +/-78.2 +/-75.6
55 +/-97.8 +/-96.2 +/-94.4 +/-92.8 +/-91.3 +/-90 +/-88.9 +/-87.8 +/-86.9 +/-86 +/-84.1 +/-80.8 +/-77.6
57 +/-95.9 +/-94.3 +/-92.4 +/-90.8 +/-89.3 +/-88 +/-86.8 +/-85.7 +/-84.7 +/-83.9 +/-83 +/-81.2 W � W
Y
F 59 +/-94.3 +/-92.6 +/-90.6 +/-88.9 +/-87.4 +/-86.1 +/-84.9 +/-83.8 +/-82.8 +/-81.8 +/-81 > 04 naa
0 61 +/-92.8 +/-91 +/-89 +/-87.3 +/-85.7 +/-84.3 +/-83.1 +/-82 +/-80.9 +/-80 p O
U 63 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +/-84.2 +/-82.7 +/-81.4 +/-80.3 +/-79.2 >- 1,- a�oo O Q
0
65 +/-90.3 +/-88.4 +/-86.3 +/-84.4 +/-82.7 +/-81.3 +/-79.9 +/-78.8 O to N
67 +/-89.3 +/-87.3 +/-85.1 +/-83.1 +/-81.4 +/-79.9 +/-78.5 0 -j O Z (a
69 +/-88.3 +/-86.3 +/-84 +/-82 +/-80.2 +/-78.7 = W CD W UMDJQ
71 +/-87.5 +/-85.4 +/-83 +/-80.9 +/-79.1 U U o c)
73 +/-86.8 +/-84.6 +/-82.1 +/-80 +/-78.1 W NT 'ON
75 +/-86.3 +/-83.9 +/-81.4 +/-79.2 tz-0 > Z N 9Ta
77 +/-85.8 +/-83.4 +/-80.7 Z cf)
79 +/-85.4 +/-82.9 +/-80.1 J O
81 +/-85.1 +/-82.5 Q Q d'
83 +/-84.9 I j 119a4s
Z Of
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. 3: U) �
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Z O U) Z
3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 W 1910as
f- z N
W W
� W
X W
IL � d
114"TEMPERED GLASS a�}il asap sauas
TABLE DIMENSIONS MAY BE '. ;'
ORIENTED VERTICALLY OR 5/8" 5
HORIZONTALLY AS SHOWN. GLASS BITE N10.
58,705
<Ak
LONG LONG
SIDE SIDE C�
Imo- LONG SIDE �-+- LONG SIDE -•-I EXTERIOR �� U :.
�] 20 13 TraTE CIF
SHORT SHORT GLASS TYPE 3
SIDE SIDE r! NA tt`
SHORT
� � � SHORT
� If��t1Ii411t�
A.LYNN MILLER,P.E.
P.E.#58705
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 13/16"NOM.
37 +/-69.7 +/-68.3 +/-64.4 +/-59.5 +/-55.5 +/-52.8 +/-50.3 +/-47.9 +/-47.2 GLASS STACK
39 +/-67.4 +/-65.9 +/-63.8 +/-58.9 +/-54.8 +/-51.8 +/-48.5 +/-46.1 +/-45.5
41 +/-65.3 +/-63.8 +/-62.5 +/-58.7 +/-54.6 +/-51.3 +/-48.1 +/-45.4 +/-44.6 3/16"ANNEALED GLASS
43 +/-63.5 +/-62 +/-60.6 +/-58.6 +/-54.6 +/-51.3 +/-47.8 +/-45.3 +/-44.5 7/16"AIR SPACE 3/16"ANNEALED GLASS E) NO CHANGES THIS SHEET.
45 +/-62 +/-60.3 +/-59 +/-57.8 +/-54.6 +/-51.4 +/-48.1 +/-45.3 +1-44.5 11 JR-03/11/20
0 47 +/-60.6 +/-58.9 +/-57.5 +/-56.2 +/-54.6 +/-51.5 +/-48.2 +/-45.5 +/-44.6 7
49 +/-59.4 +/-57.6 +/-56.1 +/-54.9 +/-53.8 +/-51.4 +/-48.2
1-- 1 5/8"
6 51 +/-58.4 +/-56.5 +/-54.9 +/-53.6 +/-52.5 +/-51.4 +/-48.2 GLASS BITE
Un 53 +/-57.5 +/-55.5 +/-53.9 +/-52.5 +/-51.3 +/-50.3 1-3 W co Y W
o�` 55 +/-56.7 +/-54.6 +/-52.9 +/-51.5 +/-50.3 EXTERIOR > N naa
It-
57 +/-56 +/-53.9 +/-52.1 +/-50.6 a 75-78 21 13 p 0
LO 59 +/-55.5 +/-53.2 +/-51.4 aloeGLASS TYPE 4 C W N
61 +/-55 +/-52.7 +/-50.8 UJ -' r,
J O Z fg
63 +/-54.7 +/-52.2 Z Ii- � J UMDJe �
= U r W
65 +/-54.5 U U o 0
00
67 +/-54.3 H W 'ON 9M0
68-7/8 +/-53.2 0 > z It N
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE `_ Z O W LL
TABLE TO DETERMINE THE WINDOW SIZE. J O
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. J m
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS Q �
COMPLETELY FIT WITHIN. g
Z � hays
m cli
- U)
0 o W z
F z W aloos
_Z d
~ Z ao
w W b C°
X W
� � tL
allll •Dsae sauas
51�1�11 (t1rl,
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR ``' a-` t" c °�
HORIZONTALLY AS SHOWN.
Ida 1`, 05
LONG ODE j '`° .�
SIDE
LONG SIDE (®- LONG SIDE --►Ion
I ( l44/
o T �.a=
SHORT SHORT ro c ' r t =_ -
`
SIDE as
SIDE `ss r 8 - 4tie
SHORT
� -1- � SHORT
� �r��ll �tiu
SDE SIDE 14t;��t
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 6:
Window Design Pressure (+/-, psf) for Glass Type 5 & 6
Long Side, Tip to Tip (in)
85-7/8 89 93 97 101 105 109 113 117 121 125 129 133 137 141 145
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 +100/-135.4 +100/-134.9 +100/-134.4 +100/-134
33 +100/-138.6 +100/-137.5 +100/-136.2 +100/-135 +100/-133.9 +100/-133 +100/-132.1 +100/-131.3 +100/-130.5 +100/-129.8 +100/-129.2 +100/-128.6 +100/-128 +100/-127.5 +100/-127 +100/-126.6
35 +100/-132.4 +100/-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 +100/-121.5 +100/-121 +100/-120.5 +100/-120.1
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 +100/-117 +100/-116.4 +100/-115.8 +100/-115.3 +100/-114.8 +100/-114.3
39 +100/-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/-111.3 +100/-110.7 +100/-110.1 +100/-109.6 +100/-109.1
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/-108 +100/-107.3 +100/-106.7 +100/-106.1 +100/-105.5 +100/-105 +100/-104.5
43 +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 +100/-103.2 +100/-102.5 +100/-101.9 +100/-101.4 +100/-100.8 +100/-100.3
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 +100/-101 +100/-100.2 +/-99.5 +/-98.8 +/-98.2 +/-97.6 +/-97.1 +/-96.6 E) NO CHANGES THIS SHEET.
47 +100/-107.4 +100/-106 +100/-104.3 +100/-102.9 +100/-101.6 +100/-100.5 +/-99.4 +/-98.5 +/-97.6 +/-96.8 +/-96.1 +/-95.4 +/-94.8 +/-94.2 +/-93.6 +/-93.1
_ 49 +100/-104.6 +100/-103.1 +100/-101.5 +/-100 +/-98.7 +/-97.5 +/-96.4 +/-95.5 +/-94.6 +/-93.8 +/-93 +/-92.3 +/-91.7 +/-91.1 +/-90.5 +/-90 JR-03/11/20
51 +100/-102.1 +100/-100.6 +/-98.9 +/-97.4 +/-96 +/-94.8 +/-93.7 +/-92.7 +/-91.8 +/-90.9 +/-90.2 +/-89.5 +/-88.8 +/-88.2 +/-87.7 +/-87.1
i
53 +/-99.8 +/-98.3 +/-96.5 +/-94.9 +/-93.6 +/-92.3 +/-91.2 +/-90.2 +/-89.2 +/-88.4 +/-87.6 +/-86.9 +/-86.2 +/-85.6
=
0 55 +/-97.8 +/-96.2 +/-94.4 +/-92.8 +/-91.3 +/-90 +/-88.9 +/-87.8 +/-86.9 +/-86 +/-85.2 +/-84.5 +/-83.8
0 57 +/-95.9 +/-94.3 +/-92.4 +/-90.8 +/-89.3 +/-88 +/-86.8 +/-85.7 +/-84.7 +/-83.9 +/-83 +/-82.3 � Y W
m 59 +/-94.3 +/-92.6 +/-90.6 +/-88.9 +/-87.4 +/-86.1 +/-84.9 +/-83.8 +/-82.8 +/-81.8 +/-81 > cv ^aa
61 +/-92.8 +/-91 +/-89 +/-87.3 +/-85.7 +/-84.3 +/-83.1 +/-82 +/-80.9 +/-80 O
63 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +/-84.2 +/-82.7 +/-81.4 +/-80.3 +/-79.2 >- LO a#°0 O 0 p
� 65 +/-90.3 +/-88.4 +/-86.3 +/-84.4 +/-82.7 +/-81.3 +/-79.9 +/-78.8 O N co
Ocf)
67 +/-89.3 +/-87.3 +/-85.1 +/-83.1 +/-81.4 +/-79.9 +/-78.5 M �
J o Z a
69 +/-88.3 +/-86.3 +/-84 +/-82 +/-80.2 +/-78.7 z W � 1MDJQ
Ld W
71 +/-87.5 +/-85.4 +/-83 +/-80.9 +/-79.1 U U r-o 0
73 +/-86.8 +/-84.6 +/-82.1 +/-80 +/-78.1 � Z 00 °N
75 +/-86.3 +/-83.9 +/-81.4 +/-79.2 0 W z DMa
77 +/-85.8 +/-83.4 +/-80.7 z rn O U
79 +/-85.4 +/-82.9 +/-80.1 0
81 +/-85.1 +/-82.5 Q Q co
83 +/-84.9 (0 U) W yS
as
85-7/8 +/-84.9 ® cq z_
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. � � U
2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. z0 O W Z
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 c)
#29 USED AT CURVED Q z d Q
FRAME MEMBERS ONLY
@ 11-7/8"O.C.MAX. C) C7 ccDN
13/16"NOM. 1-1/16"NOM. W
GLASS STACK GLASS STACK X W
� 0 �
3/16"TEMPERED GLASS 3/16" 1/4"TEMPERED GLASS 1/4" alp-L •°sa0 Isapasl
TEMPERED 9/16"AIR SPACE TEMPERED
7/16"AIR SPACE ,
GLASS GLASS
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR 7 5 :p¢
HORIZONTALLY AS SHOWN.
LONG LONG 5/8' 5/8
s , S , 5
SIDE SIDE GLASS BITE GLASS BITE
f-�-- LONG SIDE LONG SIDE -®-� 1-3 1-3
Lj
EXTERIOR EXTERIOR T
SHORT SHORT 75-78 21 13 75-78 21
SIDE SIDE /
SHORT SHORT f�;� tt
GLASS TYPE 5 GLASS TYPE 6 1 1 1 1 ,E
SIDE SIDE
A.LYNN MILLER,P.E.
P.E.#58705
TYP.ANCHOR TYPE,
2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, INSTALLATION INSTALLATION EMBEDMENT
OR FRAMING,SEE DISTANCE SEE TABLE 7,THIS SHEET TYPE C TYPE B
NOTE 2,THIS SHEET
EMBEDMENT 1X WOOD BUCKSTRIP,
° Q
INSTALLATION _ � 1/4"MAX SEE NOTE 2,THIS SHEET
TYPE A C�� EMBEDMENT SHIM s
TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
.a ,, EDGE DISTANCE PER SUBSTRATE, a v DISTANCE
EDGE SEE TABLE 7,THIS SHEET
DISTANCE 6
1/4"MAX
1 SHIM 1
e
12 USED FOR ALL a E) REVISED ANCHOR TYPE
SIDES OF 11
8 ARCHITECTURAL o o TABLE, UPDATED MATERIAL
SHAPES @ 11-7/8" EXTERIOR h PROP.TABLE.
29 O.C.MAX. a 4 11 °
CONCRETE/CMU I °
PER ANCHOR VISIBLE LIGHT WIDTH= I � 7 JR-03/11/20
REQUIREMENT WINDOW BUCK WIDTH-2-3/4"
WINDOW BUCK WIDTH CONCRETE/CMU M Y W
WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR � N naa
BUCK REQUIREMENT
HEIGHT HORIZONTAL SECTION A-A o O
INSTALLATION TABLE 7: } r a}op O O
METHOD D Min. Edge Max O.C. (0 c-4 W N
TIP-TO-TIP Anchor Substrate Min. Embedment d (n
WINDOW 1/4" Distance Spacing , M W
HEIGHT VISIBLE MAX• Southern Pine(SG=0.55) 9/16" 1-3/8" 12" Z LL 0 J xe
LIGHT SHIM Aluminum, 6063-T5 min. 3/8" 0,063"* 12" UM-0
#12 or#14 410 SS Screw = LLI `— W
HEIGHT= A36 Steel 3/8" 0.063" * 12" V U p 0
WINDOW Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga)* 12" W z 00 Z ON
BUCK _
HEIGHT- 9 Southern Pine(SG=0.55) 9/16" 1-3/8" 12" a W ,� (0 _9MG
Aluminum, 6063-T5 min. 3/8" 0.063"* 12" C) Z
2-3/4" #12 or#14 Steel Screw(G5) Z O
EXTERIOR A36 Steel 3/8" 0.063"* 12"
STEEL SELF-DRILLING Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga)* 12" ~ LL
SMS(G5),SEE TABLE Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" Z I-
7,THIS SHEET 1/4"410 SS CreteFlex Q p
Concrete(min. 3.35 ksi) 1" 1-3/4" 12" I— }asys
MIAMI-DADE APPROVED MULLION(SEE Concrete(min. 2.85 ksi) 1" 1-3/4" 121, U) F-
SEPERATE NOA),ALUMINUM,STEEL FRAMING rn Z
1/4" Steel Ultracon Concrete(min. 2.85 ksi) 2-1/2" 1-3/8' 12' N 07
OR STEEL STUD.SEE SUBSTRATE �j Q I-
21 PROPERTIES,TABLE TTHIS SHEET Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" ZZ O Z
6 1/4" Steel Ultracon+ Concrete(min. 3 ksi) 1-3/16" 1-3/8" 12" p U) aloas
Ungrouted CMU, (ASTM C-90) 1-1/2" 1-1/4" 12" Z Z
Concrete(min. 3.5 ksi) 1-1/4" 1-3/4" 12" S W o
7 5/16" Steel Ultracon C0 c'4
�1/4"MAX SHIM Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" 12" W W Z
*MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. X `t
"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. LL D- 0-
1X WOOD BUCKSTRIP, INSTALLATION NOTES: ALL HEAD TYPES APPLICABLE. al}!1 •asap Isapas
SEE NOTE 2,THIS SHEET
dlf ( E ;[ f
. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE
° ,d CONCRETE PER DISTANCE LIMITS. Material Min. Fy Min. F„ ° '} ` , ° e,
EMBEDMENT ° a
• °4 ANCHOR Steel Screw 92 ksi 120 ksi
° • REQUIREMENT _
2 WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL 18-8 Screw 60 ksi 95 ksi
• THICKNESS IS LESS THAN 1 1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
No
• ° INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 410 Screw 90 ksi 110 ksi
° .% 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE Elco Ultracon® 155 ksi 177 ksi
EDGE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
INSTALLATION I—� TYP.ANCHOR TYPE
DISTANCE EMBEDMENT AND EDGE
TYPE B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO 410 SS Elco/Dewalt CreteFlex® 127.4 ksi 189.7 ksi u , f _ "
DISTANCE PER SUBSTRATE,
VERTICAL SECTION B-B PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 6063-T5 Aluminum 16 ksi 22 ksi
SEE TABLE 7,THIS SHEET
A36 Steel 36 ksi 58 ksi
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA Gr. 33 Steel Stud 33 ksi 45 ksir
APPLIES TO WHOLE SYSTEM.
A.LYNN MILLER,P.E.
P.E.#58705
TYP.ANCHOR TYPE, INSTALLATION INSTALLATION
EDGE EMBEDMENT AND EDGE TYPE G TYPE F
OR FRAMING,SEE
2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE,
EMBEDMENT
NOTE 2,THIS SHEET —.--. SEE TABLE 8,THIS SHEET I WOOD BUCKSTRIP,
EMBEDMENT SEE NOTE 2,THIS SHEET r
1/4"MAX '
INSTALLATION EMBEDMENT �I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND 8
TYPE E — ° EDGE DISTANCE PER SUBSTRATE, ° EDGE
.n '. 6 SEE TABLE 8,THIS SHEET "a` DISTANCE
EDGE
DISTANCE <"
1/4"MAX 2
2 SHIM
a.
r c
e
ir�
SED FOR ALL a` 11 _ -__ E) REVISED ANCHOR TYPE
IDES OF TABLE, UPDATED MATERIAL
RCHITECTURAL EXTERIORaHAPES @ 11-7/8"EXTERIOR 4 :� PROP. TABLE.
.C.MAX. VISIBLE LIGHT WIDTH= 7 a
a CONCRETE/CMU WINDOW BUCK WIDTH-2-3/4" a
PER ANCHOR JR-03/11/20
REQUIREMENT f® WINDOW BUCK WIDTH
CONCRETE/CMU M Y LU
WINDOW HORIZONTAL SECTION C-C PER ANCHOR � NBUCK ^ay
HEIGHT TYPE H
INSTALLATION REQUIREMENT Q O
TABLE 8: } � aTDQ 0 CO Q
1/4" Min. Edge Max O.C. (0 CV W N
MAX. Anchor Substrate Min. Embedment d (�
SHIM Distance Spacing OJ M W —� CD
VISIBLE Southern Pine(SG=0.55) 9/16" 1-3/8"* 12" O _ J xea p
LIGHT Aluminum, 6063-T5 min. 3/8" 0.063" 12" UMDJ C
#12 or#14 410 SS Screw = LU T W G
HEIGHT= 4i;p
A36 Steel 3/8" 0.063"* 12" U U p 0
WINDOW Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga)* 12" W z CU � 'ON
BUCK EX Southern Pine(SG=0.55) 9/16" 1-3/8" 12" o LU _� t0 �Ma
HEIGHT- TEEL SELF-DRILLING Aluminum, 6063-T5 min. 3/8" 0.063"* 12" � Z
2-3/4" MS(G5),SEE TABLE #12 or#14 Steel Screw(G5) A36 Steel 3/8" 0.063"* 12" Z OT_
,THIS SHEET Steel Stud, Gr. 33 min. 3/8' 0.045" (18 Ga)* 12"
O O
MIAMI-DADE APPROVED MULLION(SEE Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" _j {— ao
1/4"410 SS CreteFlex Q Q
SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete(min. 3.35 ksi) 1" 1-3/4" 12" H J }aays
OR STEEL STUD.SEE SUBSTRATE Concrete(min. 2.85 ksi) 1" 1-3/4" 12" °' J
PROPERTIES,TABLE 8,THIS SHEET M Z Q
1/4" Steel Ultracon Concrete(min. 2.85 ksi) 2-1/2' 1-3/8" 12"
21 Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" Z 0 Z_ Z
6 Concrete(min. 3 ksi) 1-3/16" 1-3/8" 12" p aIDDS
TCT;u1/4' Steel Ultracon+ Z_ LU Q
Un routed CMU, (ASTM C-90) 1-1/2" 1-1/4" 12"
Concrete(min. 3.5 ksi) 1-1/4" 1-3/4" 12" S
7 5/16" Steel Ultracon N
�1/4"MAX SHIM Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" 12" w W
*MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. of X
"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. u- W a
1X WOOD BUCKSTRIP, INSTALLATION NOTES: ALL HEAD TYPES APPLICABLE. awl asap sauas
S�\
SEE NOTE 2,THIS SHEET
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE
° a ' DISTANCE LIMITS. Material Min. F Min. F„ °
CONCRETE PER y
EMBEDMENT ANCHOR Steel Screw 92 ksi 120 ksi
REQUIREMENT 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL 18-8 Screw 60 ksi 95 ksi
THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 410 Screw 90 ksi 110 ksi
1-1l2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
Elco UltraCon@ 155 ksi 177 ksi q
INSTALLATION II EDGE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
TYPE F f TYP.ANCHOR TYPE, 1/4" DeWalt UltraCon+@ 148 ksi 164 ksi 1z-
DISTANCE EMBEDMENT AND EDGE v,
DISTANCE PER SUBSTRATE, 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO 410 SS Elco/Dewalt CreteFlex@ 127.4 ksi 189.7 ksi
PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 6063-T5 Aluminum 16 ksi 22 ksi
VERTICAL SECTION D-D SEE TABLE 8,THIS SHEET
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA A36 Steel 36 ksi 58 ksiGr. 33 Steel Stud 33 ksi 45 ksi
APPLIES TO WHOLE SYSTEM.
A.LYNN MILLER,P.E.
P.E.#58705
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE —►I EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET
SEE TABLE 9,THIS SHEET — _ TYPE J TYPE K
EDGE EDGE
INSTALLATION DISTANCE DISTANCE 1/4"MAXSHIM EDGE DISTANCE —'-�
TYPE
O 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP f
OR FRAMING,SEE OR FRAMING,SEE
NOTE 2,THIS SHEET NOTE 2,THIS SHEET
1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE,
EMBEDMENT
6 SEE TABLE 9,THIS SHEET
12 USED FOR ALL E) NO CHANGES THIS SHEET.
SIDES OF 3 EMBEDMENT
8 ARCHITECTURAL
EFEXTERIOR SHAPES @ 11-7/8" O JR-03/11/20
29 O.C.MAX.
'k..... 11 �
EXTERIOR
11 C'`) Y LU
WINDOW INSTALLATION 4 W N U) •naa
BUCK
HEIGHT TYPE L VISIBLE LIGHT WIDTH= I r r-
EXTERIOR WINDOW BUCK WIDTH-2-3/4" p fi O
MAX WINDOW BUCK WIDTH 0 N a}DD 19T IX N
SHIM HORIZONTAL SECTION E-E p M o z a F_
LI GHT Z VSIBLE LL I UMDJO
HEIGHT= U U p' p
WINDOW 9 STEEL SELF-DRILLING00
4rFBUCK SMS(G5),SEE TABLE o W C(D 'DN
9M0
HEIGHT- 9,THIS SHEET
TABLE 9: > IF Z
2-3/4" Min. Edge Max. O.C. z G) O
Anchor Substrate Distance Spacing Q LL
s
MIAMI-DADE APPROVED MULLION(SEE p g < O
SEPERATE NOA),ALUMINUM,STEEL FRAMING 2-1/2"x .113" BOX Nail Southern Pine (SG=0.55) 5/16" 5" Q o
OR STEEL STUD.SEE SUBSTRATE 2-1/2" x .131" Common Nail Southern Pine(SG=0.55) 3/8" 5" H }aays
PROPERTIES,TABLE 9,THIS SHEET co
2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" z z
Southern Pine(SG=0.55) 1/2" 5" * �
21 0.093" Aluminum, 6063-T5 min. 5/16" 5"
g 2X WOOD BUCKSTRIP #10 x 1" Steel Screw* p O
OR FRAMING,SEE
1/16"A36 Steel 5/16" 5" z Q 'I's
0.045" (18 Ga Q
NOTE 2,THIS SHEET ) Steel Stud, Gr. 33 5/16" 5 w W Z
�— 1/4"MAX SHIM *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. co
x z
LL LL a
al}il •�sa0 sauas
INSTTAYFE JION INSTALLATION NOTES:
EDGE DISTANCE 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS. .� a .° . 1f rF`•,4 <
•. pry,
2.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER i
TYP.ANCHOR TYPE,EMBEDMENT ` r 5 r,37 05
�-+-- EMBEDMENT AND EDGE DISTANCE PER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
SUBSTRATE,SEE TABLE 9,THIS SHEET WINDOW FRAME. Material Min. Fy Min. F,,
ksi
120 k 92 k Screw s s
3. IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER Steel
�r
VERTICAL SECTION F-F WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. 6063-T5 Aluminum 16 ksi 22 ksi
A36 Steel 36 ksi 58 ksi
Gr. 33 Steel Stud 33 ksi 45 ksi f`f jl`r AL
A.LYNN MILLER,P.E.
P.E.#58705
TYP.ANCHOR TYPE,
EDGE DISTANCE _EMBEDMENT AND EDGE
2X WOOD BUCKSTRIP DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INSTALLATION EMBEDMENT
OR FRAMING,SEE SEE TABLE 7,THIS SHEET TYPE N
NOTE 2,THIS SHEET —
EMBEDMENT
1/4"MAX
INSTALLATION ��
TYPE M EMBEDMENT SHIM $
__ O 1X WOOD BUCKSTRIP,SEE °
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET
OR FRAMING,SEE °
NOTE 2,THIS SHEET a
�1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE,
6 SEE TABLE 10,THIS SHEET '
' m a
12 USED FOR ALL
SIDES OF EDGE 3 E) REVISED ANCHOR TYPE
8 ARCHITECTURAL DISTANCE <° TABLE, UPDATED MATERIAL
EXTERIOR SHAPES @ 11-7/8" O °a EDGE 'y PROP.TABLE.
29 O.C.MAX. >
-7— DISTANCE
WINDOW INSTALLATION 4 11 CONCRETE/CMU cM Y W
BUCK TYPE O PER ANCHOR j N �aa
VISIBLE LIGHT WIDTH= 7
HEIGHT EXTERIOR 1/4" WINDOW BUCK WIDTH-2-3/4" REQUIREMENT f � 0
aS SHIM WINDOW BUCK WIDTH EXTERIOR >_ � a}op O Q
HORIZONTAL SECTION G-G o M w co
VISIBLE TABLE 10: O J O Z Xe '
LIGHT Min. O.C. Z D- � UMtlJp
HEIGHT= 9 STEEL SELF-DRILLING Anchor Substrate Edge Max Min. Embedment = W W
WINDOW SMS(G5),SEE TABLE Distance Spacing U U p 0
BUCK 10,THIS SHEET Southern Pine(SG=0.55) 9/16" 1-3/8" 4.9" W Z dam' Z) ON
HEIGHT- Aluminum, 6063-T5 min. 3/8" 0.063"* 4.9" W �• 0 9Mp
2-3/4" #12 or#14 410 SS Screw A36 Steel 3/8" 0.063"* 4.9" o Z rn ZO
MIAMI-DADE APPROVED MULLION(SEE
Steel Stud, Gr. 33 min. 3/8" 1 0.045" (18 Ga)* 4.9"
1— W
SEPERATE NOA),ALUMINUM,STEEL FRAMING Southern Pine(SG=0.55) 9/16" 1-3/8" 4.9" QJ O
OR STEEL STUD.SEE SUBSTRATE #12 or#14 Steel Screw(G5) Aluminum, 6063-T5 min. 3/8" 0.063"* 4.9" o
PROPERTIES,TABLE 10,THIS SHEET A36 Steel 3/8" 0.063"* 4.9" Q
~ as
Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga)* 4.9" ® °; Z Z } 4s
Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 9" —
1/4"410 SS CreteFlex N O to
21 TYP.ANCHOR TYPE, Concrete(min. 3.35 ksi) 1" 1-3/4" 9" z Q Z
0
6 EMBEDMENT AND EDGE Concrete(min. 2.85 ksi) 1" 1-3/4" 9" 0 J aloas
DISTANCE PER SUBSTRATE, 1/4"Steel Ultracon Concrete(min. 2.85 ksi) 2-112" 1-3/8" 9" Q Z J
SEE TABLE 10,THIS SHEET 1/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 9" N o
7 1/4"MAX SHIM Steel Ultracon+ —
Concrete(min. 3 ksi) 1" 1-3/8" 4.9" 0 W Z
Ungrouted CMU, (ASTM C-90) ill1-1/4" 4.9" X Z
5/16"Steel Ultracon Concrete(min. 3.5 ksi) 1-1/4" 1-3/4" 9" lL a
INSTALLATION Grouted CMU, (AS
TYPE NTM C-90) 2-1/2" 1-3/4" 9" a�}l asap swag
1X WOOD BUCKSTRIP, *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
C� SEE NOTE 2,THIS SHEET "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
INSTALLATION NOTES: s ,
Material Min. Fy Min. F
EMBEDMENT a ° 1. USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Steel Screw 92 ksi 120 ksi 'e 531705
" 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 18-8 Screw 60 ksi 95 ksi
` 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. 410 Screw 90 ksi 110 ksi
CONCRETE/CMU °e WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF `L -
PER ANCHOR EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. Elco UltraCor� 155 ksi 177 ksi ry� j� (�
1/4" DeWalt UltraCon+® 148 ksi 164 ksi p'.d " ` `�' <
REQUIREMENT DISTANCE
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL 410 SS Elco/Dewalt CreteFlex® 127.4 ksi 189.7 ksi =� � E. ••.. 33
SUPPORT TO THE WINDOW FRAME. 6063-T5 Aluminum 16 ksi 22 ksiOiN,
VERTICAL SECTION H-H 4. IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO A36 Steel 36 ksi 58 ksi
WHOLE SYSTEM. Gr. 33 Steel Stud 33 ksi 45 ksi A.LYNN MILLER,P.E.
P.E.#58705
TABLE 11:
Item PGT Part# Description Material 2.784" 2.784" 2.784"
# I I 1 .094" .094" ---1 .094" I�-
1 4253C Flanged Frame Alum. 6063-T5 P74" 062" 074" 062" 074° os2°
2 4285 Equal-leg Frame Alum. 6063-T5 1.375" 1.375"
3 4256 Integral Fin Frame Alum. 6063-T5 1.875"
.438" *0.000 438"
500" .438"4 4258 3/16" & 1/4" Glass Beading Alum. 6063-T5 1.000" — III— � " T5 4254 1-16" LG. Glass Beading Alum. 6063-T5 500" OFLANGE FRAME—4 .050"t0.00a" EQUAL-LEG FRAME .050"
1.125° .050�� "0s•
6a 4270 Installation Fastener Coker Alum. 6063-T5 O �—
.077
6b 4224 Installation Fastener Corer Rigid PVC 0FIN FRAME
7 4263 13/16" I.G. Glass Beading Alum. 6063-T5
1.236" I®-- .346" .622"I�— 1.206" �-- .346
8 4280 3/16" & 1/4" Glass Beadling for Curves Alum. 6063-T5 � 1.037"
9 4269 I.G. Beading for Curves Alum. 6063-T5 875" 875" .875" 875" E)ADDED BACKBEDDING.
10 70589C Gasket (at 900 comerjoints) Polyethylene F�l875
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 �-.— .050" I-'— -050" .050" f� .050" i�
.050" I-®-- .050" �R-03/11/20
12 61308K Foam Beading Tape 3/16"&1/4" 1-1/16"I.G.GLASS INSTALLATION 13/16"I.G.GLASS 3/16"&1/4" I.G.GLASS
O GLASS BEADING O BEADING 6a FASTENER COVER D7 BEADING O GLASS BEADING O BEADING
13 Dow 791, 899, 983, 995 or GE 7700 Backbedding Silicone FOR CURVES FOR CURVES
20 71652K Setting Block, Mono. 3/16" x 7/16" x 4" Neoprene, Duro. 85 +/-1 co Y W
21 71704AK Setting Block, I.G. 3/16" x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 HOT-MELT ALUMINUM DESICCANT FILL W N ^aa
SILICONE BUTYL REINFORCEMENT POLYISOBUTYLENE `
29 76X114FP #6 x 1-1/4 FH SMS (Curved Beading) Stainless Steel STRUCTURAL SEAL 5/16"NOM. o O
30 781 PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel POLYISO- 1/4"NOM. 3/16"NOM. SILICONE ,,n Q
5/16"NOM. SEAL r`- a�°Q O O
BUTYLENE WITH STRUCTURAL BUTYL& U N W CN
75 Kommeding Kodispace 4SG TPS DESICCANT SILICONE DESICCANT ROLL-FORMED O M U co
STAINLESS STEEL —� W
76 Quanex Super Spacer nXT See this Sheet for FOAM WITH FOAM O _j O z 7e p2
77 Quanex Duraseal Spacer Materials EXT.GLASS DESICCANT
Z LL t J um"JQ
EXT.GLASS EXT.GLASS EXT.GLASS TZ INT.GLASS U (Wj O �
78 Cardinal XL Edge Spacer INT.GLASS W — 00 f0 -ON
INT.GLASS INT.GLASS F_ Z rt
KODISPACE SUPER SPACER DURASEAL® XL EDGET"" O O W 9M0
75 4SG TIPS NXT TM 77 SPACER 78 SPACER O ZIt
O W
O
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS _j o
FLANGE & EQUAL-LEG FRAMES FOR FIN FRAMES F- Q }as 4s
07
® N Z Z
o �
ANGLED/CURVED ANGLED/CURVED ZO O Z
FRAME ASSEMBLY FRAME ASSEMBLY I— 0 Z_ aloIS
�' N
I 90°CORNER 90°CORNER W L 0 O
FRAME ASSEMBLY I FRAME ASSEMBLY w� W 5
u- m d
a11f1 •osa4 sauas
10 I I 10
ALL CORNERS TO j ALL CORNERS TO
USE GASKET 1 / USE GASKET '
AND/OR SEALANT � / AND/OR SEALANT
ch I / / ♦ EXTERIOR t
EQUAL-LEG FRAME
I // EXTERIOR �7>
/ FLANGE FRAME _ a 1) D r
/ EXTERIOR te; ( J'/
EXTERIOR MITERED FRAME WITH INTERIOR { F
EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I r
AND EXTERIOR FRAME WELDS <n 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
30 A.LYNN MILLER,P.E.
P.E.#58705