HomeMy WebLinkAboutproduct approval (2) M IAM 1-DADE MIAMI-DARE 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
N CCEPTANCE (NOA), www.miamidadLgov/economy
GT Industries,Inc.
1070-Technology Drive
orth Venice,FL 3427
SCO
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,inc
SCRIPTION: Series"PW7720A"Aluminum Fixed Window—L.M.I.
APPROVAL . , e `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
Sectio
SIZE IMPACT RATING: Large and Small Missile Impact Resistant
c er'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 and renews NOA#17-0614.11 and consists of this page 1 and evidence pages E-1,E-2,
E73 and E4,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 18-0430.05
MIIAMI DARE couNTY Expiration Date: February 19,2024
Approval Date: August 23,2018
Pa
t�2
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 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 16-0629.14)
_ 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
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. 031105.01)
Manuel er z, .E.
Product Control F#arginer
NOA No. 18 30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-1
PGT Industries,Inca
'NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
CALCULATIONS
1. Anchor verification calculations and structuraLanalysis, mplying with FBC 5t"Edition(2014) and FBC 6th Edition (2017), 7,prepared byufacturer, signed and sealed by Anthony
2. Glazing comp es wi -
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'Specificatio n- 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.
Manuel Pere .E.
Product Control 4anfiner
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 51 Edition (2014) and FBC 66 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.
(-A
Manuel ere
Product Control Exknjifier
NOA No.18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-3
t
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 Idah- is Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6tn
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 61 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 bymanufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia,P.E.,Product Control Unit Supervisor.
G.� OTHERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries,Inc.for their Series
"PW-701/720/820"Aluminum Fixed Window—L.M.I., approved on 10/1 and
expiring on 02/19/19.
Manuel Perez E
5roduct Control Exa i
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
SEE SHEETS 2.5 IMPACT RESISTANCE
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE
HIGH VELOCITY HURRICANE ZONE(HVHZ).
49`TIP-TO-TIP WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48"BUCK WIDTH 48"BUCK.WIDTH 48"BUCK WIDTH
DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-114"VISIBLE
IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH 45-1/4"VISIBLE 45-1l4"VISIBLE PRODUCT REVISED
LIGHT WIDTH LIGHT WIDTH lam, as complying with the Florida
3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY -�-I 6-12"MAX. 6"MAX. F,SHEET 6 �I I 2 MAX' building Code
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS B,SHEET6 D,SHEET7 H SHEETS 1 A_PL'_No�g-o43
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 Expimticn Dntc
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER I I I B
Y
ANCHOR TYPE. Miami nde Produc4 Ca
4)ALL WOOD BUCKS LESS THAN 1-12"THICKARE TO BE CONSIDERED A I '96" C I E,SHEET 8
1X INSTALLATIONS.1X WOOD BUCKSARE OPTIONAL IF UNIT IS SHEETS A BUCK SHEET 7 C G,SHEET 9 E.G JR-03l16l18-UPDATED
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X I HEIGHT L I 96 I VALUES AND SIZES FOR
ARE 1-12"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BUCK ___ ___ o GLASS TYPES 5-B.
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. r HEIGHT
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 93-1/4" I / 93.114" SERIES NAME CHANGE TO
THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 12"MAX / VISIBLE 12"MAX. / 93-114" VISIBLE o: 7720A FROM 720.
O.C. I / LIGHT O.C. I / VISIBLE I / LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL HEIGHT LIGHT HEIGHT
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. I 97• I HEIGHT I / 96" ci th Y ❑
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TIP-TO BUCK W to =ay
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I TIP I I HEIGHT R rn a ?3
w_
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT 5"MAX.O.C. 0 o V O r
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE I I I (A Q
SCOPE OF THESE INSTRUCTIONS. C7 C4 i a1r,0 D N
6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION I I !L ' r
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS }T I Z IJi J u w0
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY B 12"MAX.O.C. 6" -1 �-+D 12"MAX.O.C. F.H 2 W E 9 W
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-12"MAX. MAX. 2"MAX.. U U
IMPOSED ON THEM BY THE WINDOW. +- 5"MAX.O.C. WF z-
a
v ¢ o
7)DESIGN PRESSURES: TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME I--
> �a (7 Z zO o
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST ELEVATION ELEVATION ELEVATION Z m O O
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. a-• F ¢ LL B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, O g W
STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1: -j
PER ASTM El300. GUIDE TO SHEETS: F 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK Q W
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THETABLES ON SHEETS 2-5. ® `8+ fp c8 IaayS
GENERAL NOTES........................1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FORALL CURVED FRAME N - N
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS................................1 /j �C MEMBERS,SEE FIGURE 1,THIS SHEET. F
o
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS.......................2-5 O ~O Z
PRESSURE.THE 33-1l3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES..................2-5 12"O.C. ❑ Z aloaS
F^--WIDTH �-•WIDTH-� I�WIDTH�{ FF'WIDTH�{ ¢ i
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,FLANGE.............6 MAX. / — u_ Z J
r-- r � r- �
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION,EQUAL-LEG.......7 T T T T 0 3 N
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION,INT.FIN A..........8 I / 1 I I 1 I I �x I I W Z n SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION,INT.FIN B...........9 I-�iL / O .� ��
FOR CORROSION RESISTANCE. CORNER ASSEMBLY...................10 = _ / w w v X LU 5e
EXTRUSION PROFILES................10 6 I _11 =( � 1 li- U D-
9)REFERENCES:TEST REPORTS FTL-3835,3850,7212&18-7763;ELCO PARTS LIST.......... �'X' _ 1 L J 1 L— —..1 aryl 'asap saua5
ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NDS
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE 1: T_ T F-----WIDTH{ T WIDTH; T0_ _
WIDTH-'-I T WIDTH
10)THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. TYPe Dascdptlon Sheet H F / QENCODES/STANDARDS USED: 1 6"Lami 16'An-.090'PVB-3116-HS) 2 i' ww �'_ = No.58705•2017 FLORIDA BUILDING CODE FBC,6TH EDITION 116'Laml 16"HS-.090"PVB-3116'HS 3 /;•2017FLASTM 300-09 ( ) 3 1-1l16'Lami.IG(3116"T-7116"Air-3116"An-.090"PVB-3116"HS) 2 1 1 L J - / / `1 =
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 4 1-1116"Lami.IG 3l16"T-7l16'Air-3116'HS-.090'PVB-3116"HS 3 _ .0 v t !Y
*ALUMINUM DESIGN MANUAL,ADM•2015 5 7/16"Lami(3116'An-.090"SG-3116"An) 4 WIDTH -{ f'� WIDTH-�{ WIDTH WIDTH� � E t+ •;�[(/`
6 7/16"Lami(3116"HS-.090"SG-3116"HS 5 —— ——— •' ST TE F
•AISC 360.10 7 1-1116'LamI.IG(3116"T-7116'Air-3116"An-.090'SG-3116"An 4
8 1-1l16'Lami.IG(3/16-T-7f16'Air-3/16'HS-.090'SG-3116'HS) 5 .6/ I O I �v I '��S70NALE?��
yi i
THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT-LB "SG"="KURARAY SENTRYGLAS®INTERLAYER"BY KURARAY AMERICA,INC. _ = I = I I = 1111111�
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF "PVB"="KURARAY TROSIFOL®PVB INTERLAYER"BY KURARAY AMERICA,INC. 1 1 1 1 A LVNN MILLER,P.E.
ANSI Z97.1 WHEN USING GLASS TYPES 6 OR S. 1
REA 56705
TABLE 2:
Window Design Pressure(+/-,psf)for Glass Type 1
Long Side,np ton n 7Ji6"LAMINATED
68.7/8 73 3 E 77 81 85 89 93 97 101 105 110-1/2 GLASS STACK
31 +/-80 +l-BO +/.80 +1-80 +1-80 +/-60 +/-80 +1-60 +/-80 +/-80 +/-80
TJ +/-80 +/•80 +/-80 +/-80 +/-80 +/-so +1-80 +/-80 +/-80 +1-80 .090"PVB INTERLAYER
+/-8D +1-80 +!•80 +/-80 +/-W +/•80 +1-80 +1-80 +/-79.8 +/-79.4 3/16"HEAT STRENGTHENED GLASS
37 +/-80 +/-80 +/ +l-80 +/-80 +/-W +1-79-7 +1-77.2 +/-75.1 +1-73.4 +/-72.2 3116"ANNEALED GLASS
39 +/•80 +1-80 +-80 +1-80 +/-80 +/-78,1 +1-75.2 +1-72.5 +1-70.3 +1-68.5 +/-66.3 PRODUCTREVISED
41 +/-80 +/-60 +/-80 +/-79.8 +/-77.2 +/-74.3 +1-71.3 0-67.9 +/-65.1 +/-63.4 +1-61.6 4 11 as:omplying,,rith the Florida
43 +1-80 +/-80 +1-60 +/-77.4 +/-74.3 +/-71.3 +/-68.2 +/•64.7 +/-61.6 +1-59.8 +/-582 Building Code
F 45 +1-80 +/-80 +/.78.9 +/.75.4 +!•72.1 +/-68,9 +/-65.6 +/-62.2 +1-59.7 +1-57.5 - Acwp'.auce Tb D.O5
3 47 +1-80 +1-80 +/•77.2 +1-73.6 +/-70.1 +/-66.8 +/•63.5 +l•60.3 +1-57.7 5B' Expiration Date
n f+- LONG SIDE
F 49 +l-BO +/-79.3 r/-75.8 +/-71.9 +1•68.3 +l-64.9 +1-61.5 +1•58.2 GLASS BITE By
ai 51 +l-80 +/-77.5 +/-74.1 +J-70.3 +/-66.7 +1-63:1 +/-59.7
Miami a'.Moduct Cunntrol
U5 63 +/-79.1 +/-75.6 +/-72.4 +1.68.8 +/-65.1 +/-61.5 13 SHORT
55 +/-77A +/-73.8 +/-70.5 +/-67.3 +1-63.5 NO CHANGES THIS SHEET.
EXTERIOR SIDE 9�
N 57 +/_75.8 +/_72 +/-68.6 +/-65.3 20 13 -
59 +/-74.2 +1-70.3 +/-66.8
61 +1-72.7
63 +l-71.2 +1-67.1 GLASS TYPE 1
65 *l-69.7 +l-65.5 �- LONG SIDE �1
67 +1-68.3
68-718 +1-67 _
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN SHORT �j� UJ ? Y
THE TABLE TO DETERMINE THE WINDOW SIZE. SIDE /' > vi a 'nay
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 `-
COMPLETELY FIT WITHIN. N z alo0 C N
N
TABLE DIMENSIONS MAYBE m W
TABLE 3: ORIENTED VERTICALLY OR O LL o i Z u Ice
HORIZONTALLY AS SHOWN. Z to
Window Design Pressure(+/-,psf)for Glass Type 3 =LL a LU
UUo ®�
Lon Ti Ti Side, to In H Z 'T 7 'oN
68-7/8 73 T7 81 85 89 93 97 101 105 110412 1-1/16"NOM. W < O JMO
y
31 +1-80 +/-60 +/-80 +1•60 +1-80 +/-80 +/-80 +/-BO +/-80 +/-80 +/-80 GLASS STACK 7116"LAMINATED n> Z - pGLASS STACK Z o O U) a-
33 +1-80 -Aso +1-80 +1-50 +/-60 +/-80 +/-80 +/-50 +Aso +/-80 +/.80 r 0 F.. LL
35 +1-80 +/•80 +/-80 +/•80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-8D +1-80 3116"HEAT J .O
3116"TEMPERED GLASS STRENGTHENED GLASS m N
37 +/-80 +/-60 +/-80 +l-80 +/-80 +/-80 +/-80 +/-60 +/-BD +/-60 +/$0 J
39 +1_80 +/780 +/-80 +1-60 +/-80 +/-80 +1-80 +1-80 +1-79.4 +/-76.4 +/-74.3 3116"ANNEALED GLASS ¢ H f
41 +/-80 +1.80 +/-80 +/-80 +/-60 +/-80 +1-80 +1-76.7 +/-73.5 +/-70.9 +/-89 7116"AIR SPACE _I SHORT I` rn rp W taa45
.090"PVB --1 f
0 43 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-77 +/-73.1 +/-69.6 +1-66.9 +/-65.2 11 INTERIAYER SIDE ® # Z
F 45 +1-80 +1-80 +/-80 +1-80 +/-80 +1-77.8 +1-74.1. +1-70.3 +/-67.5 +/-63.9 Z) U)
47 +1-60 +/-80 +1-80 +l-&1 +1-79.2 +1-75.4 +1-71.7 +1-68.1 +1-65.1 Q rn Z
1 49 +l-80 +/-80 +/-80 +/-80 +/-77.2 +/-73.3 +1-69.5 +/-65.8 5 Q atoa5
ai 51 +1-80 +l-BO +1.80 +/•79.4 +l-75.3 y-71.3 +1.67.5 518" ty Z a a
N 53 +l•80 +/-80 +/-80 +/-77.7 +/-73.5 +I-69.5 GLASS BITE LONG o 9 Z t�`1
t_ 55 +/-80 +J-80 +1-79.6 +1-76 +1-71.8 1-3 6/ 0 g t�
y 57 +1-80 +/-80 +1-77.5 +/•73.8 %� SIDE V X W
59 +/-80 +1-79.4 +1-75.4 EXTERIOR O
61 +/-80 +1-77.6 +l-73.5 _
63 65 +1-80 +1-75.8 75-7 21 13 aq!1 'osa0 saua5
67 +/-78.2 +laa GLASS TYPE 3 \\`111I1I tell////
68.7/8 +l-74.9 SHORT I` `���ONY L......
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN SIDE f `a'�•.•'V1GEN,gF •.,��
THE TABLE TO DETERMINE THE WINDOW SIZE. �-:• '.�
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. _*, No.58705 *l
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS -
COMPLETELY FIT WITHIN.
ST T F ,:•��L/
S�0NAL 10,0
A.LYNN MILLER,RE
P.E#58705
TABLE 4:
Window Design Pressure(+/-,ps1)for Glass Types 2&4
LonaSide.Ti to Ti in
68-7/8 1 73 77 81 85 89 93 97 101 105 11D-1/2 1 113 117 121 125 129 133 137 141 145
31 +1-80 +/-80 +/-80 +/-80 +/-80 +/.80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80
33 +1-80 +/-80 +/-80 +/-80 +1-80 +l-80 +1-80 +f-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80
35 +1-80 +/-BO +/-80 +A80 +1•80 +1-80 +I-80 +/-80 +/-80 +!•80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 PRO➢UCFREVISFD
37 +/-80 +1-80 +/-80 +/-80 +I-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +1.80 +1-80 +/-80 w complying with the Florida
39 +1-80 +/-80 +1-W +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/•80 +1_80 +/-80 Building Oode
Acc�'Ptance A10 1 6�1.
41 +/-BD +f-80 +1-80 +/-80 +!•80 +1-80 +/-80 +1-80 +1.80 +l-80 +/-80 +/-80 ,.��p� ��(}•
43 +/-80 +f-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +f-80 +/-80 +1_80
F 45 +/-80 +/-80 +I-80 +/-80 +l-80 +/-80 +I-80 +/-80 +1-80 +/-80
47 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 3'
F 49 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
a 51 +1-80 +/-BO +/-80 +/-80 +/_80 +/_80 +/_80 NO CHANGES THIS SHEET.
53 +1.80 +/-80 +/-80 +/_80 +Aso +1-79.1
0 55 +1-80 +/-80 +/•80 +/-80 +1-78.6
w 57 +1-80 +/-80 +1-80 +1-79.1
59 +/-80 +f-80 +/-80
0
61 +1-80 +l-80 +l-79.3
63 +/-80 +/-80
65 +/_gp +/-80
67 +l-80 ci m Y ❑
68-718 +!-BO j y N nay
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑ o d' 0
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N 'oco
aloD O o
Ix
m to n
a W n
O o u z �a
z LL= o2 W u
U 5 o 0, ❑
FW-Z co
1-1l16"NOM. TABLE DIMENSIONS MAY BE o f rc O smD
7/16"LAMINATED GLASS STACK ORIENTED VERTICALLY OR t- a. ZO N
7l16°LAMINATED � _
GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. Z `- c7 0 J O
3116"HEAT STRENGTHENED GLASS LONG g Q t+t
.090"PVB INTERLAYER 3l16"TEMPERED GLASS SIDE
3/16"HEAT 3116"HEAT STRENGTHENED GLASS F~ LONG SIDE �j/ ¢ ~
3116"HEAT STRENGTHENED GLASS .STRENGTHENED GLASS 7/16"AIR SPACE .090"PVB INTERLAYER -I--• ® Z taa45
4 11 11 SHORT
O to H
W Z
5 y SHORT ¢ ❑ K ajOJS
518" 518° ..L SIDE I` LL Z D• Q
GLASS BITE GLASS BITE Z N
1-3 1-3 W ❑ S2 U W ?
EXTERIOR EXTERIOR �— LONG SIDE —rl X W
u ❑ a
a20 13 a 5,79 21 13 agrl °saD saua5
GLASS TYPE 2 GLASS TYPE 4 %.1CRT // LONG
SIDE SIDE ��•�`�NY
No.58705 [
SHORT
- 0Y' *- 4
SIDE �� t-
�0 '. AtOF
ZONAL 00'
A LYNN MILLER`P.E
P.E.#58705
TABLE&
Window Design Pressure(+/.,psf)for Glass Type 5
Lorq Side,Tip b 71 in 7/16"LAMINATED
68-VII 73 1 77 7&314 81 85 89 93 1 97 101 105 109 110-1/2 GLASS STACK
37 +8WA30 aW-127.5 +901-123.5 +901.121.7 +90/-119.8 +90/•118.5 +90/-113.5 +9W.111 +901-108.5 +90/-106.3 +90/-7D4.5 +901-104.5 +90/-104.5
39 +901.126.1 +901-120 +90/-114.5 +90/-112.9 +901-111 +901-107.5 +901-104.5 +901-101.7 +901.99.5 +901-97.7 +901-96.1 +90/-94.6 +90/-94.1 .090"SG INTERLAYER
41 +901-120.1 +901-113.5 1+901-107.3 +90/-105.2 +90/-103 +9W-100.5 +90r-97.8 +901-94.9 +90/-92 +1-89.6 +1-88 +/-88.5 +1-86 3116"ANNEALED GLASS
43 +90/-114.4 +90/-107.5 +90/-102.5 +901-100.7 +W-98.6 +901-95.2 -901-92.2 +/-89.1 +1-85.8 +/-83 +/-81.4 N-80.4 +/-80.1 3116"ANNEALED GLASS
45 +DO/-108.7 +90/-1025 +901-98.8 +901-97.1 +901-94.9 a90/-91 +1-87.3 +/-84.1 +/-81.7 +149.7 H-77.8 +/-76.1 N-75.6 PRODULFRMSM
47 +90/-104.4 +901-99.8 1+901-95.7 +90/-93.9 +90/-91.8 +/-87.5 H-83.6 +1-81 +/-78.9 +1•78.7 +1-74.7 H-72.7 +/-72 _��ft F ,
�• 49 +90/.101.1 +901-97 +90/-92.8 +901.90.9 +148.5 +/-84.3 +/-81.2 +/-78.5 +1-78.1 H-73.9 +/-71.7 +/.69.8 +/-88.9 4 11 Bas diag e
F 51 +90/-88.1 +90/-94.1 +901-90.1 +1-88.2 +1-85.7 +1-82 +/-79.1 +/-76.3 +1-73.6 +l-71.2 +/-68.9 H-68.8 +/-65.9 A No 19-04SD•�
2 53 +901-95.3 +901-91.1 +/-97.4 H-85.6 +/-83.3 +/-80 +/-77 +/-74.1 H-71.3 N-88.7 N-66.3 +/-64 H-83.2
F 24-
55 +901.92*6 +/-88.2 +1-84.3 +1-62.9 H-81.4 +/-78.1 -1.74.9 +/-71.9 +/-69.1 +1-66.4 +/-63.9 +/-61.8 +1-61.2 6/8" Expiration Date
v 57 a/-89.8 +1-85.3 +/-81.B +1-80.8 +/-79 +1.76.2 +1-73 +1-69.9 +/.66.9 +144.1 +1-61.9 +/-60.1 GLASS BITE Imo- LONG SIDE B
59 +1-87.1 +/-82.8 +1-79.7 +1-7BA +1-76.8 +1-74 +/-71.1 +/-67.9 +/-64.8 H-82.2 +/-80.3 y
t 61 +/.84.6 +1-80.8 +/-77.8 +/-76.2 +1.74.6 +1.71.7 +/-69 +/-65.9 +/-62.8 +/-6D.8 1-2 T Aimo ade P+OdOCI CanfrO
rn fi3 +/-82.5 +08.g +1-74.6 +/-73.2 +1-71.4 +1-68.4 +/-65.5 +/-62.9 +/-60.9 1
55 +/-80.7 +1-77 +1-73.6 +/_72.2 +/-70.4 +1-87.3 +/-64.4 +/•62 EXTERIOR SHORT JR-03116118-UPDATED
87 +179 +/-75.3 +/-71.7 +/-70.2 N-fiB.4 +1-65.2 +1-62.4 SIDE 6&7/8 7.3 +l-73.8 +1.70 +1.68.5 +/-66.6 +/-63.3 +1-61.1 2D 13 VALUES AND SIZES.
73 +l-73.6 +1-70.2 +/-66.5 +/-64.8 +/-629 +1-60.5
77 +1-70 +/.66.5 +/-632 +1-61.9 GLASS TYPE 5
76.314 a/-68.5 +1-64.8 +/.81.9 +/A0.9
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. ham.-- LONG SIDE
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS ci cq Y
COMPLETELY FITWITHIN. SHORT /i/ j N N .�aa
SIDE N w
J� 1r1 0 Q
}^ z a1o0 Q O
Q rV
TABLE DIMENSIONS TABLE 6: ORIENTED VERTICALLY OR O o °�- Z e p
HORIZONTALLY AS SHOWN. Z D- 10 0 W emO.O
Window Design Pressure(+/-,psf)for Glass Type 7 2 L
Long Side in U C)
W- 00 oy
68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 NOM. W
H z 0 (D 9M0
31 +9W-73D +90/-130 +9W-130 +8W-130 +eW-730 +901-130 +901-130 a9fY-130 +90/-730 +80/-130 +80/-130 +90/-130 +�/-7 1-1/16"
30 C)� Z
// >' M o
33 +90/-730 +90/-130 +90/-130 +9W-130 +9W130 +9W GLASS STACK-130 +80/-,30 +90/-130 +901.130 +BO/-130 +80/-130 a90/-130 +90/.130 7/16'LAMINATED r-Y/ o_ �
35 +90/-130 +90/-130 +001.130 +901.130 +90/-130 +901-130 +90/-130 +901.130 +80/.130 +90/-130 +901-130 +901-130 +90r.130 I GLASS STACK r'Z U F LL
37 +901.130 +901-130 +90/-130 +901-130 +eW-130 +90/.130 +9W-128.3 +90/-125A +90/-122.6 +9W-120.1 +90/-118.1 +90r-118.1 +901-118.1 I W O
39 +9W-130 +9W-130 +001-129.4 +901-127.5 +90/-125.4 +9W-121.5 +9W-118.1 +9W-114.9 +901.11205 +901-110.4 +9W-108.8 +901-108.9 +901.106.3 3li6"ANNEALED GLASS
41 +901-130 +904128.3 +90/-121.2 +904118.8 +901-116.4 +901.113.6 +90/-110.5 +90/-107.2 +Oal-103.9 +90/-101.3 +901-99.4 +901-97.7 +901-97.1 3/16"TEMPERED GLASS J m
43 +90/•129.3 +904121.5 +90/-115.8 +901-113.8 +90/-111.4 +901.107.5 +90/-104.2 +901-100.6 +901-97 +901-93.8 +9W-92 +90/-90.9 +90/-90.5 3l16"ANNEALED GLASS I Q F
45 +901.122-9 +9W-115.8 +9W-111.8 +901-109.7 +9W-1D7.3 +90t-1028 +90/-98.7 +901-95 +901-92-3 +901-90.1 +1.87.9 +801-65.9 +801-85.4 7/16"AIR SPACE-_., .090"$G INTERLAYER -I SHORT r j W laaus
47 +901-118 +901-112.7 +901-108.1 +901-106.1 +901-103.5 +901-98.8 +901-94.4 +01-91.5 +/-89.1 +/-86.7 +80%81.4 +801-821 +801-BL3 ""111 SIDE ® Z Of
. 49 +901-114.2 +901-109.6 +90/-104.8 +901-1027 +901ADO +901-95.3 +901-91.8 +/-88.7 +/-86 +801-83.5 +801-81 +/-78.7 +1-77.8 11 Z:) U)
51 +901-110.9 +90/-106.3 +901-101.8 +901-99.6 +901-96.9 +901.9247 +/•B9.3 +/-86.2 +60/-63.2 +801-80.5 +1-77.9 +1-75.4 +1-74.5 to ~
) Z
rn 53 +901-107.7 +9W-102.9 +9W-98.7 +901-96.7 +90/-94.1 +9W-90.4 +/-87 +8W-83.7 +801-80.6 +1-77.7 +1-74.9 H-72.3 H-71.4 5 OO uJ aio
55 +9W-104.5 +901-99.6 +9W-95.3 +901-93.7 +901-91.9 +1-88.3 +BW-84.6 +001-81.3 W-78.1 +/-75.1 H-722 +/-69.8 +/-89.1 d" Z lir a5
y 57 +901A01.5 +90/-96.4 +901-92.5 +901-91 +1-69.3 +80/-86.1 +80/-82.4 +/-78.9 -1.75.6 +!•72.5 +/-69.9 +1-67.9 5/8 O ?_ ELQ
59 +901-98.5 +901-93.6 +1-90 +/-88.5 +801-86.8 +8W83.6 +8W-60.3 +1-76.7 +/-73.3 +/-70.3 +1-68.2 GLASS BITE LONG 0 > Z N
61 a9W-95.6 +9W-91.3 +1-87.7 +8W-88.2 +8W-84.3 +801-81 +/-77.9 +/-74.5 +/-71 +1-68.7 it2 N
63 +901-92.2 +1-88.1 +801.84.3 +8W-82.7 +80/-80.7 +1.77.3 +1-74 +/-71 +/-68.8 1_2 ` �0 SIDE U W r�
65 +801.91.2 +1.87 +801-83.2 +801-81.6 +/-79.6 +1-76.1 +/-72.8 +1-70 ��RRII I X Lu ?>
67 +/.89.3 +801-85 +801-81 H-79.4 +/-77.3 +1-33.7 +/-70.5 EXTERIOR
R LL 0 D-
6&7/8 +801-83.2 +r-79.1 +1-77.4 +1-752 +/-71.6 +/-69 S76 21 13 all!1 '�sa0 saua5
73 +801-83.2 +7-79.4 +/-75.1 +1-73.2 +1-71 +/-68.4
77 +l-79.1 aras., +la1.a ♦/-69.e. GLASS TYPE 7
7&3/4 +1-77.4 +1-73.2 +/-69.9 +1.68.8L FIN AN EQUAL J1 `7111 I l 1 11//l77
1)TIP-TO•TIP DIMENSIONS SHOWN.FOR INTEGRAD LEG WINDOWS,SUBTRACT V FROM THE T1P-TO-TIP DIMENSION IN THE '1 SS DET �.
TABLE TO DETERMINE THE WINDOW SIZE. ��\pNY LYNA/
.21/
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ` � ,. \,ICEN,9, •�(�
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS Q';' '•,'fy��
COMPLETELY FIT WITHIN. _ ,; No.58705
IzNAk-
l7/fl
I
A LYNN AlUER,P.E.
P.E.it 58705
t
TABLE 7'
Window Design Pressure(+!-,psf)for Glass Types 6&8
Long Side,Ti to Tip(in)
68-7/8 1 73 77 78-3/4 1 81 85 89 93 97 101 105 109 1 110-1/2 113 117 121 125 129 137 145
31 +90/-130 1 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +9W-130 +90/-130 -+9W-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130
33 +901-130 +901-130 +901-130 +9W-130 +9W-130 +901-130 +90/-130 +gWF130 +9W-130 +M-130 +90/-130 w90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90%130
35 +901-130 +901-130 +901-130 +901-130 +901-130 +9W-130 +901-130 +90/-130 +901-130 +901-130 +9W-130 +90/-130 +901-130 +901-130 +901-130 +90/A30 +9W-130 +gW-130 +80/-110 +80/-110 PRODUCTREVISED
37 +901-130 +90/A30 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +9W-130 +901-130 +90/-130 +9W130 +901-130 +90/-130 +80/-110 +801-110 as complying wilh the Florida
39 +901-130 +901-130 +901.130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +9W-130 +90/-130 +90/-130 +901.130 +gW-130 +90/-130 +9W-130 +90/-130 +801-110 +8W-110 +801-110 +801-110 Bwldi gCode
41 +901-130 +901-130 +901-130 +901-130 +901-130 +9W-130 +9W-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +BO)-110 +80/-110 +801-110 +80/-110 +80/-110 +B0/-110 Awep=16- !b�
43 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +9W-130 +901-130 +91Y.130 +9114130 +90/-130 +901-130 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 Expir 1��.•
-. 45 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +9W-130 +90/-130 +901-130 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110
BY
n 47 +90/-130 +901-130 +901-130 1 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +801-110 +801-110 +801-110 +801-110 +801-110 +W-110 +801-110 +801-110 t
0
49 +90/-130 +90/-130 +901-130 +901.130 +W-130 +90/-130 +901-130 +901-130 +90/-130 +801-110 +8W-110 +801-110 +801-110 +80/410 +801-110 +801-110 +801-110
n 51 +90/-130 +g0%130 +90/-130 +90/-130 +gp/-130 +90/-130 +901-130 89.41-128. +80I-110 +80/-110 +80/•110 +80/-110 +80/-110 +80/-110 +80/-110 +80%110
K 53 +901-130 +901-130 +901-130 +901-130 +90%130 +901.130 +88,81-128.1 +80%110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 JR-03/16/18-UPDATED
m 55 +901-130 +SW-130 +901-130 +9W-130 +901-130 88.81-128.1 +801-110 +8W-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 ., VALUES AND SIZES.
v+ 57 +901-130 +901-130 +901-130 +90/-130 +89.41-129 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110
o 59 +901-130 +901-130 +901-130 +89.51.129.1 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 -
in 61 +901-130 +9W-130 +89.61-129. +80/-110 +8W-110 +801-110 +80/-110 +801-110 +801-110 +801-110
63 +90/-130 +90/-130 +BW-110 +801-110 +801-110 +601-110 +80/-110 +801-110 +80/-110
65 +901-130 +9W-130 +BW-110 +801-110 +8W-110 +801-110 +80/-110 +801-110
67 +90/-130 +B01-110 +BW-110 +801-110 30-110 +BW110 +801-110
68-7/8 +9W-130 +801-110 +801-110 +80/-110 +BW-110 +SW-110 +801-110 ly Y p
73 +8W-110 +8W-110 +BW-110 +801.110 +801-110 +801-110 w ? a y
77 1 +801-110 +8W-110 +801-110 +80/-110 1vi 2f ^aa
w
78-314 +80/-110 1 +801-110 +BW-110 1 +801-110 N o j. N
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 a1a0 O
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. (7 N z W N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O"r F f° rn , f`
LLJ� o a Z �e p
LL
s Sa W °
Umol
r) ®� 0
W— ao 7 oN
TABLE DIMENSIONS ORIENTED VERTICALLY OR Y BE p v o a p `1' 00
1-1/16"NOM. HORIZONTALLY AS SHOWN. Z LL
GLASS STACK 7/16"LAMINATED ~ J O
7116"LAMINATED LONG m L
GLASS STACK GLASS STACK SIDE Q Q
3/16"HEAT STRENGTHENED GLASS LONG SIDE
.090"SG INTERLAYER 3/16"TEMPERED GLASS Y' m U� W taays
3116"HEAT 3l16'HEAT STRENGTHENED GLASS ® c' Z Of
STRENGTHENED GLASS 7l16"AIR SPACE SHORT I 3/16"HEAT STRE4THENEDASS .090"SG INTERLAYER O W Z i
SIDE F5
1 � + _ I SHORTZSIDE O LLo518" 5 518" ¢ 9
GLASS BITE GLASS BITE ca X LLJ W 1-2 I` LONG SIDE ---y LL 0TEXT EXTERIOR F20 13 s7e 21 13 SHORT ` LONG ``�11YLYN a SIDE SIDE .....!Vtij�'�.�
GLASS TYPE 6 GLASS TYPE 8 `P�� .'�1cENsF'
*: No.58705 *'
O:�WAO
SHORT '(/SIDE Q •.
i
S 0NAI..IE�
A LYNN MILLER,RE
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 B EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET
INSTALLATION EMBEDMENT EMBEDMENT WOOD STRIP, a
TYPE A � � SHIMS SEEE THIS NOTE 2,THIS SHEET .
• n TYP.ANCHOR TYPE,EMBEOMENTAND EDGE
�
EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCT REVISED
EDGE 6 SEE TABLE 8,THIS SHEET es cenplyi28 with the PAmda
DISTANCE A�cildi.9 o
L1/4"MAX - Date
rARCHITECTURAL
SHIM -y
PM&.Ct
NO CHANGES THIS SHEET.
7/8" EXTERIOR
CONCRETEICMU 4V
PERANCHOR I..� VISIBLE LIGHT WIDTH= 5
REQUIREMENT WINDOW BUCK WIDTH-2-3W
WINDOW BUCK WIDTH CONCRETE/CMU w m `L O
WINDOW - PER ANCHOR �—
BUCK EXTERIOR TIP-TO-TIP WINDOW WIDTH >
REQUIREMENT m
HEIGHT HORIZONTAL SECTION A-A 4 0
INSTALLATION > r` ,IoD O o
METHOD D
N zw 0 N
J
TIP-TO-TIP 1/4" TABLE 8: O ca•7 t- w
WINDOW Anchor Substrate Min.Edge Min.Embedment Max O.C. O J o .oe,
Distance S acin Z rp x v a HEIGHT V - - IL o _
HEIGHT=LIGHT SHIM Southern Pine SG�.55 9116, 1-318" 12" 2 L t7 LU
WINDOW #12 or#14 410 SS Screw Alununum 6063-T5 min. 3/8" 0.063"• 12" U ¢ JM0
W— GO r� ON
9 A36 Steel 3/8" 0.063"' 12" Z v
BUCK_ Steel Shed Gr.33 min. 3l8" D.045 18 Ga 12" o� y Z
HEIGHT-
EXTERIOR Southern Pine SG=O. 9/16" 1-318" 12" p Z 0) o O o
STEEL SELF-DRILLING #12 or#14 Steel Screw(G5) Aluminum Steel S min. 318" 0.063"' 12" G F-. lL
A36 Steel - 318" 0.063" 12" g O
SMS(GS),SEE TABLE Z tO
SOeeI SNd Gr.33 min. 3/8" D.045" 18 Ga ' 12" J
B.THIS SHEET Q
lln routed CMU ASTM G90 2-117' 1-1/4" 12" O
MIAMI-DADE APPROVED MULLION(SEE 1/4"410 SS CreteFlex Conc 12" ® N U) F=- raa�s
SEPERATE NOA),ALUMINUM,STEEL FRAMING O min.285 ksi 1" 1-314" Z
OR STEEL STUD.SEE SUBSTRATE Conc - - J Z
1!4"Steel Ultracon reh3 min. 12" Q
21 Un rou CMU ASTM G9D 2-1/7' 1-1/4" 17'PROPERTIES,TABLE 8,THIS SHEEP O F
0 U)
6 Concmt min.3.5 ksi 1AXI 1-314" 12" ¢ Z Z atoos
5116"Steel Ultracon LL
Ground CMU ASTM G90 2-1/7' 1-3/4" 17 O 2: w o
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. N
5 �1/4"MAX SHIM "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. r
ALL HEAD TYPES APPLICABLE. O X
w
U. U. a
1X WOOD BUCKSTRIP, INSTALLATION NOTES: agil rosap saya5
SEE NOTE 2,THIS SHEET
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND - `
` NY LYN '
- EDGE DISTANCE LIMBS. �� NMY
• CONCRETE PER \� •t� 10ENS /(
EMBEDMENT ° ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'IX-,ARE BUCKS WHOSE TOTAL Material Ivan.Fy Min.F„ �,.'• F .(C�
REQUIREMENT THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNITCAN Steel Screw 92 ksi 120 ksi
BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS NO.58705
"2X"ARE 1-112"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 FJco UlraCorg) 155 ksi 177 ks — (•Ci c/
II EDGE TYP.ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Eko CreteFlea 127.4 ksi 199.7 ksi �'1
INSTALLATION DISTANCE
Yam— ' '
AND EDGE DISTANCE PER 6083-TS Aluminum 18 ksi 22 ksi
TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET SIZE TO PROVIDE FULL SUPPORT PORT HE THE WINDOW FRAME STRUCTURAL R SHALL BE OF A Gr.33 Stee SWd 33 ks 45 ks '� �5 -•F4ORIO?.•'G\?�
VERTICAL SECTION B-B �'//s/ONA1-E�
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR 7j/I III 1 I Ito
MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E. 58705
I
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 WOO,THIS S 1/4" SHEET
EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION �7 ►I SHIMS TYP.ANCHOR TYPE,EMBEDMENT AND
EDGE
TYPE E EMBEDMENT
I EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9,THIS SHEET DISTANCE PRODUCT REVISED
EDGE 6 w rumPtYaB with the Florida
_ DISTANCE Burldmg Cade��� 31J
Acocpt�cc 140
L114"MAX Z Eapxaoon Date
2 SHIM
•. SY
. Mraru Prodwxt
12 USED FOR ALL " . NO CHANGES THIS SHEET.
SIDES OF •° 11 '
8 ARCHITECTURAL EXTERIOR
EXTERIOR SHAPES Q 11-7/8" e 4
29 O.C.MAX. CONCRETElCMU I I VISIBLE LIGHT WIDTH= 5 '• p
PER ANCHOR WINDOW BUCK WIDTH-2.3/4" �I
REQUIREMENT f WINDOW BUCK WIDTH
WINDOW HORIZONTAL SECTION C-C CONCRETE/CMU LU =
PERANCHOR 9 H a 'naa
HEIGHT BUCK INSTALLATION REQUIREMENT R �. O r
TABLE 9: }to O aloe O
SW to Q
1/4" Min.Edge WaxO.C. O V z w OW ti
MAX. Anchor Substrate Distance hLn.Enbed..t $pacmacn F
VISIBLE SHIM Southern Pine SG=0.5 9116, 1-3/8" 1P" 0 J C3 a ai Z Tg 0
Aluminu 6063-T5 min. 3/8" 0.063"' 17' Z to M
LL r J umap
LIGHT #12 or#14 410 SS Screx S 2 �
HE A365teel 3/8" 0.063"' 17' =W
WINDOW 9 .. Steel Stud Gr.33 min. 318" 0.046" 18 Ga' 17, IULI U 000 ®J j cN
_ BUCK Southern Pine SG=0.55 9/16" 1-3/8" 17' ~W a 0 gxp
HEIGHT- EXTERIOR Aluninu 6063-T5 rrin. 318" 0.063"" iz,
2-3/4" STEEL SELF-DRILLING #12 or#14 Steel Screw(GS) A36 Steel yg" 0.063"• 12" r-> o O o
a SMS(G5),SEE TABLE Steel Stud Gr.33 min. 3/8" 0.045" 18 Ga ' 12" r Z " F— Z L 9,THIS SHEET routed CMU AS7M P90 2-112" 1-114" 12" g O
MIAMI-DADE APPROVED MULLION(SEE 1l4"410 SS CreteFlex Concrete min.3.35 ksi 1" 1-3/4" 12"
SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete Mn.2.85 ksi T. 1-3/4" 12" laays
OR STEEL STUD.SEE SUBSTRATE 1/4"Steel Ultracon Concrete rNn.28,5 ksi 2-1/2" 1-3r8" 12" ® Z Q
PROPERTIES,TABLE 9,THI5 SHEET N
LJn routed CMU ASTM G90 2-vr' 1-1/4" 12" � � � F
21 5/16"Steel Ultracon Concrete min.3.5 ksi 1-1/4" 1-3/4" 12" Z Z
6 Grouted CMU ASTM G90 2-117' 1-3/4" 12"
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Z U1 alws
"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. O -Ti Qo
5 ALL HEAD TYPES APPLICABLE. _I tV
�1/4"MAX SHIM w W D e
INSTALLATION NOTES: O LL W ID.
1X WOOD BUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND Lalt�l asap saua5
SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. Material Min.Fv Min.F. �7 rir
YNIv
2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Steel Screw 92 ksi 120 ksi \\����0� L......
CONCRETE PER THICKNESS IS LESS THAN 1-t12".1X WOOD BUCKS ARE OPTIONAL IF UNIT 410 Screw 90 ksi 110 ksi a'�.•' `tCENSF•.•(� �'
EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS FJCO UfraCOn® 155 k81 177 ksi
�:• •'.�
REQUIREMENT "2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 SS Elco CreteFle)M 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 I ESE ° A36 Steel 36 ksi 58 ksi 0 � �f
TYPE F I TYP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE C.33 Steal Sled 33 kSl 45 ksi
DISTANCE qND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �O�'.• ST TE F C(/
SUBSTRATE,SEE TABLE 9,THIS SHEET i��`s'•.FCOR%OPG\?�
VERTICAL SECTION D-D MULLION APPLE,
L LOWER DESIGN WHOLEPRESSURE FROM EITHER WINDOW OR ''�SYSTEM. ,STONALt0
A LYNN MILLER,P.E.
P.E.#58705
FIN FRAMES ARE ONLY TO BE USED
TYR ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 1A(PVB INSTALLATION
EMBEDMENT AND EDGE EMBEDMENT ►— OR FRAMING,SEE TYPE J INTERLAYER),NOT TO BE USED WITH TYPE K
NOTE 2,THIS SHEET GLASS TYPES 5-8,(SG INTERLAYER).
DISTANCE PER SUBSTRATE, EDGE
SEE TABLE 10,THIS SHEET DISTANCE 1/4"MAX EDGE DISTANCE
EDGE SHIM
INSTALLATION o DISTANCE 2X WOOD a 2X WOOD BUCKSTRIP O
TYPE I OR FRAMING SEE�IP
OR FRAMING,SEE
ED
NOTE 2,THIS SHEET NOTE 2,THIS SHEET as c mPl�gwiVWbe Ftmida
TYP.ANCHOR TYPE,EMBEDMENT AND Building Code
Aarylmca No L xs
1/4"MAX EDGE DISTANCE PER SUBSTRATE, pon part
3 SHIM 6 SEE TABLE 10,THIS SHEET
By
EMBEDMENT Miami ade Product
3 EMBEDMENT
12 USED FOR ALL NO CHANGES THIS SHEET.
SIDES OF
B ARCHITECTURAL L 7' E
EXTERIOR SHAPES @ 11-7l8• -
29 O.C.MAX. a:
EXTERIOR
4
VISIBLE LIGHT WIDTH= 5 LU ? Y
WINDOW INSTALLATION WINDOW BUCK WIDTH-2-3/4" >
HEIGHT TYPE L WINDOW BUCK WIDTH W w e Q
EXTERIOR 714.. 0 h w U) 2
a MAX. HORIZONTAL SECTION E-E o v tNt��
cn z W I�
VISIBLE O 1 o 'i Z Fop 0
LIGHT = m o W u
HEIGHT= m 0
WINDOW 9 STEEL SELF-DRILLING W U W BJ j -oN
BUCK SMS(G5),SEE TABLE TABLE 10: F-W ¢ (9 pM0
HEIGHT- 10,THIS SHEET Anchor Substrate Min.Edge Max O.C. o> ,� n O p
2-314" Distance S acin Z `✓ LL
2-1/2"x.113"Box Nail Southern Pine SG=0.55 5116" 5'
U ~ LL
O
MIRATE NDE,ALUMINUM,
MULLION(SEE
SEPERATE NOA),ALUMINUM,STEEL FRAMING 2-1/2"X.131"Common Nail Southern Pine SG=0.55 3/8" 5° � m
OR STEEL STUD.SEE SUBSTRATE 2-1/2°x.145"Roofing Nail Southern Pine SG=0.55 3/B" 5" ® N
PROPERTIES,TABLE IO,THIS SHEET Southern Pine SG=0.55 1/2" 5° "'ys
0.093"Aluminu 6063-T5 rrin. 5116" 5' Z O rn
#10 x 1"Steel Screw(G5)" �
1/16"A36 Steel 5/16" 5" _ 0 I— Z
21 0.045° 18 Ga Steel Stud Gr.33 5/16" 5" O g
6 2X WOOD BUCKSTRIP •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ¢ Z J aru�5
OR FRAMING,SEE LL Q
NOTE 2,THIS SHEET O rn N
5 �114"MAXSHIM W Z n
U W
X Z
INSTALLATION NOTES: LL LL d
�71L sap sauas
INSTALLATION 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW
TYPE J 0 EMBEOMENTAND EDGE DISTANCE LIMITS. Material Mn.F Mn.Fu �` N�LYNN/M
RM EDGE DISTANCE r
2.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL Steel Strew 92 ksi 120 ksi ��\.�`Z`�•'��CENSF•'
BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 6063-T5AIAm InLn 16 ksl 22 ksl '•,�
TYP.ANCHOR TYPE,EMBEDMENT 3.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER A36 Steel 36 ksl 58 ksl No.58705
EMBEDMENT AND EDGE DISTANCE PER -
SUBSTRATE,SEE TABLE 10.THIS SHEET WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Gr.33 Steel Stud 33 ksl 45 ksl
VERTICAL SECTION F-F sQPT .Fg'-
tOR%DP;. Gi\
A.LYNN MILLER,P.E.
P.E.#58706
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
INSTALLATION EMBEDMENT
TYPE M � EMBEDMENT �+ 1/4"MAX SHIM •
O 1X WOOD E 2,THIS S SEE PRODUCTS with it
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET as cemplyiog with Nta Flmida
OR FRAMING,SEE Buildios Cade
NOTE 2,THIS SHEET APo.o
-E1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND Epk4lm Date
3 SHIM EDGE DISTANCE PER SUBSTRATE, M!amip,&
B SEE TABLE II,THIS SHEET' ProdW CoMtO
12 USED FOR ALL NO CHANGES THIS SHEET.
SIDES OF EDGE 3 '
8 ARCHITECTURAL DISTANCE °
EXTERIOR SHAPES @ 11-718" O EDGE
29 O.C.MAX. " DISTANCE
INSTALLATION 4 CONCRETEICMU UJ z t' Y p
WINDOW 11 to
BUCK TYPED I VISIBLELIGHTWIDTH= 5 REQUIREMENT
HEIGHT EXTERIOR 114" It WINDOW BUCK WIDTH-2-3/4" p y0 0 r'
aSHIM WINDOW BUCK WIDTH EXTERIOR N i alao W N
VISIBLE -}�• HORIZONTAL SECTION G-G o� o z e o
LIGHT. 9 I Z LL c W .-Cl
HEIGHT= STEEL SELF-DRILLING TABLE 11: M W W
WINDOW SMS(G5),,SEE TABLE Mn-Edge MaX O.C. W U m ®: -oN
BUCK 11.THIS SHEET Anchor Substrate Distance Mn.Embedment Sac' LZt1 'V a U' 0M0
HEIGHT- Southern Pine SG=0.55 9116, 1-3/8" 62' r`> Z o
2-314^ Alumnum 6063-T5 rrin. 3/8" 0.063"• 6.2" Z o O
MIAMI-DADE APPROVED MULLION SEE #12 or#14 410 SS Screw o
( A36 Steel 3/8" 0.063"• 6.2" 0
SEPER R S NOA),ALUMINUM,STEEL FRAMING Steel Stud Gr.33 min. 318" 0.045" 18 Ga 6.2" rn
OR STEEL STUD.SEE SUBSTRATE Southern Pine SG=0.55 9116" 1-3/8" 6.2"
PROPERTIES,TABLE 11,THIS SHEET � •� l¢-
#12 or#14 Steel Screw(G5) Aluminum 6063-T5 min. 319' 0.063"• 6.2" ® Z Z raaus
A36 Steel 3/8" 0.013.• 6.2" 0 F
21 Steel Gr.33 min. 318" 0.049' 18 Ga ' 6.2" _ F- Z
routed CMU ASTM C-9D 2-1/2" 1-1/4" 11.6" 0 g
p aroos
Concrete min.3.35 ksi 11. 1-314' 11.6" LL Z ¢ ¢
Concrete min.2.85 ksi 1" 1-3/4" 11.6" o �:
5 r1l4"MAX SHIM 114"Steel Ultracon Concrete min.2.85 ksi 2-1/2" 1-3/8" 11.6" w w Z rr
Un routed CMU,(ASTM C-90 2-1l2" 1-1/4" 11.6" O OG Z
5116"Steel Ultracon CoetMmn.3.5 k 1U4 1-3/4" 116
u ' aa
C 1-3INSTALLATION U ASTM C-90 2-1/2" 14 . ua 5
I
1X WOOD BUCKSTRIP, "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
TYPE N SEE NOTE 2,THIS SHEET ALL HEAD
CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL
. HEADD TYPES APPLICABLE.
LYN
INSTALLATION NOTES:
EMBEDMENT ,° 1.USE ONLYANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. '•�
Nbbrial Mn.F„ Mm F. No.58705
° 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"lX",ARE BUCKS WHOSE TOTAL 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 Steel 410 Screw- 90 ksI 110 ksI
92 ksi 120 ksi
CONCRETE/CMU
PER ANCHOR EDGE Eto L@aCor� 155 MI 177 ksi
1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS _-U O
APPROVED BY AUTHORITY HAVING JURISDICTION. � S
REQUIREMENT DISTANCE ATE OF :•��C/`
410 SS Bco CreteFla>® 127.4 ksI 189.7 ksI � •
6063-T5Alurron- 16 ksi 22W ��•'•.'It.9 D-•'•G,\
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE Adel Sad s3 kI Saw
k� NAL E?
VERTICAL SECTION H-H WINDOW FRAME, r/111111tlltt
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,RE
P.E.#58705
TABLE 12:
Itam PGT Part# Description Material 2.784' 2.784" 2.784"
# .094' —�I lf� .094" ---I 1.—
1 4253C Flanged Frame Alum.6063T5
.074" (�' 062" .074' 062" .074" 062"
2 4285 EquaHeg Frame Alum.6063•T5 i 1.375^1 1 375•
3 4256 Integral Fin Frame Alum.6063-T5 1.875 1 L —
.438" 500" ,438" 500" 438" '
4 4255 7/16"Lami.Glass Beading Alum.6063T5 1•ocs"500" ��� _050'900fi � .050i1O00B �-- .050^�00° PRODUCT REVISED d�
5 4254 I.G.Glass Beading Alum.6063T5 Nri+s
1.125" .077" Building Code
6a 4270 Installation Fastener Cowr Alum.6063-T5 OFLANGE FRAME OEQUAL-LEG FRAME + Amep «'�3D•O�C
6b 4224 Installation Fastener Cover for Curves Rigid PVC J— O3 FIN FRAME EZO"- TA
8 4267 7/16'Lami.Glass Beading for Curves Alum.6063•T5 13Y
9 4269 I.G.Beading for Cures Alum.6063-T5 IIIIII 9���70"�LLL���� IIIIIIrrrLLL�4�4�4� ,346' 1.03T' IrI •9�70"L4a� IIrL��� 's4s" Mia a s�o3�ee
10 70589C Gasket(at 90°comerjoints) Polyethylene 875' .875" .875" II II .e75^ II 11 NO CHANGES THIS SHEET.
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 +1u u V
-�:4
12 61308K Foam Beading Tape t�-- .050" f II .050" .050 — .050" -I— .050.,
13 Dow 791,899,995 or GE 7700 Backbedding Silicone O 7/16"LAMI" O 1-1116"I.G.GLASS O INSTALLATION O 7/16"LAMI I.G.GLASS
4 GLASS BEADING 5 BEADING 6a FASTENER COVER 8 GLASS BEADING 9 BEADING
20 71652K Setting Block,Mono.3/16 x 7/16 x 4" Neoprene,Duro.85+/-1 FOR CURVES FORCURVES
21 71704AK Setting Block,I.G.3/16"x 1-3132"x 4" Neoprene,Duro.85+/-1
29 76X1 14FPD#6 X 1-1/4"FH SMS(Curled Beading) Stainless Steel HOT-MELT ALUMINUM f
ICANT FILL > K
SILICONE BUTYL POLYISOBUTYLE r. ?�
30 781PQX #8 x 1"Quad PH SMS(Assembly) Stainless Steel REINFORCEMENT S5l16'NOM. of ¢ O
STRUCTURAL
POLYISO- 1/4"NOM. 3/16"NOM. ILICONE en m 5 a Q
75 Kommeding Kodispace 4SG TPS 5/1s"NOM. I- a50 O o
BUTYL WITH STRUCTURAL BUTYL& SEAL U' N i W N
76 Quanex Super Spacer nXr See this Sheet for DESICCANT ROLL-FORMO f Q! W n
SILICONE DESICCANT
77 Quanex Duraseal Spacer Materials FOAM WITH FOAM STAINLESS STEO J o a m Z FB d
78 Cardinal XL Edge Spacer DfT.GLASS EXT.GLASS DESICCANT EXT.GLASS EXT.GLASS =W coo o W umo.p
NT.GLASS U() O
INT.GLASS INT.GLASS INT.GLASS h Cn
W 'd' �a CO W
KODISPACE SUPER SPACER® DURASFAO XL EDGETr> Z Z
o
75 4S6G TPS 76 NXT- O "^ o
SPACER 78 SPACER O •-
Z P 0 O LL
O O
ASSEMBLY DETAILS FOR it ASSEMBLY DETAILS ¢ z o
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES 1' ¢ Ia-s
® rnto
Z Z
P
LED/CURVED ANGLED/CURVED O CD Z
ME ASSEMBLY FRAMEASSEMBLY Q 0 Of a"oa5
GASKET
Z_ X
90000RNER 90°CORNER o W NN
FRAMEASSEMBLY I FRAMEASSEMBLY U W O
O3 O-
10 I I 10 I I a0r1 rosa0 saua5
m
ALL CORNERS TO j ALLCORNERSTO I `71111III1//7j
USE GASKET
USE GASKET Y
L.
AND/OR SEALANT // ANDlOR SEALANT \ N�CNSNEXTERIOREQUAL-LEG FRAME No.58705EXTERIORFLANGE FRAME EXTERIOR -'9 �
INTERIOR EXTERIOR MITERED FRAME WITH INTERIOR C)EQUAL-LEG FRAMEI ST TE OFRAME WELDS I AND EXTERIOR FRAME WELDS ' 'C ;�[ORIDP;.•�\�2�
O FLANGE FRAME (SHOWN)OR CORNER KEYS AT a (SHOWN)OR CORNER KEYS AT
30 SCREW BOSSES.SEALANTATALL CORNERS h SCREW BOSSES.SEALANT AT ALL CORNERS %NA1-
LfNWtkhl�h�,�\.E.
P.E.#58705