HomeMy WebLinkAboutNotice of Acceptance (2) MIAMI-DADS MIAMI-DARE COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION RECEi Eb7 T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE O www.miamidade.gov/economy
PGT Industries,Inc. MAR ?�n
1070 Technology Drive
North Venice,FL 34275 ST. Lucie County, Permitting
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code..
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION: Series °°PW7720A"Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10,dated 04/12/13,with revision D dated 03/16/18,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
,j 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.
0 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
UJ 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
U. displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#17-0614.11 and consists of this page 1 and evidence pages E-1,E-2,
E-3 and E-4,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.18-0430.05
MIAMI-WOE CQUNTY= Expiration Date: February 19,2024
Approval Date: August 23,2018
),���8 Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,Durasealo spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629.14)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 13-0502.03)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850,dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
Manuel Per , .E.
Product Controla ner
NOA No.18- 30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 6th Edition (2017),dated 09/15/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E.' MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer"dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option H exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers -Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property- Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Manuel Pere , .E.
Product Control E a er
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 511 Edition (2014) and FBC 61h 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, P.E
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820"Aluminum Fixed Window—L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A.1,titled"Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13,with revision D dated 03/16/18,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
Manuel Pere ,
Product Control Ex er
NOA No.18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
7)Drop Load Test,per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-pound impact)
along with marked-up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test
Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition(2017),prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated April
20,2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia,P.E., Product Control Unit Supervisor.
G. OTHERS
1. Notice of Acceptance No. 17-0614.11,issued to PGT Industries, Inc. for their Series
"PW-701/720/820"Aluminum Fixed Window—L.M.I., approved on 10/1 and
expiring on 02/19/19.
Manuel Perez .E
roduct Control ExaiQLinaf
NOA No.18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-4
GENERAL NOTES:SERIES PV 7720A
IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING
VARIES, LARGE&SMALL MISSILE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH SEE SHE 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' 45-1/4"VISIBLE 45-114"VISIBLE 45-114"VISIBLE
IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCTREVISED
th T
as complying wish the Florida
3)FOR MASONRY APPLICATIONS IN MV\MI-DADE COUNTY,USE ONLY ---�-I 6-12"MAX. —�-I 6"MAX. F,SHEET 8 —~I 2"MAX. Building Code
MV{MI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS B,SHEEi6 D,SHEET7 H SHEET9 Accepmau:No�B-o43 0�
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 Expiradan Dot c 24
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER By
ANCHORTYPE. I I I Miami sde Product Cc
4)ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED A I 961• C I C E,SHEET 8. I E,G
1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET6 A SHEET7 G,SHEET 9. i JR-03116116-UPDATED
BUCK 96" ., VALUES AND SIZES FOR
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X HEIGHT 1} BUCK
ARE 1-112"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL L I L— _I_______ _—_—___— o GLASS TYPES 5-8.
r HEIGHT
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. I + r 93-1/4" SERIES NAME CHANGE TO
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF I 93-114" VISIBLE 7720A FROM 720.
THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 12"MAX. i VISIBLE 12"MAX. i 93-BL i LIGHT
O.C. LIGHT O.C. VISIBLE HEIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL HEIGHT LIGHT
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. T I / 97" I HEIGHT 96" a•) Y ❑
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TIP-TO BUCK > a to •"aa
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I TIP I 5"MAX. I HEIGHT w r
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT i O.C. i ❑ N o O
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE I } » al°0 p o
SCOPE OF THESE INSTRUCTIONS. 1 1 1 O z w co - 04
r
1 1 L r� Ir
6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION I I I O-1 o aw Z ,ca O
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS I Z LL 0 o. J u•M°�0
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY L2 B�{ �_ 12"MAX,O.C. 6" D�� f 12"MAX.O.C. F,H I I =L 0
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-12"MAX. MAX. 2'MAX. y-II IFS" O U o ®M,
IMPOSED ON THEM BY THE WINDOW. 5"MAX.O.C. H Z oo !E;
❑ '°N
7>DESIGN PRESSURES: TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME O j ^ w z z DA'G
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST ELEVATION ELEVATION ELEVATION r z a� L O O o
LL
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. cr ¢ O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, �
STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1: Q J
PER ASTM E1300. 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK I.-, W
GUIDE TO SHEETS: AND OBTAINING DESIfA a7 laays
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. MAX. GN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.
GENERAL NOTES........................1 ANCHOR SPACING TO BE 6"k=.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ® m z (n co
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. UJ RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS.......................2-5 S O O Z
PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES..................2-5 12"O.C. WIDTH WIDTH I---WIDTH WIDTH --{ ¢ ❑ Z
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,FLANGE.............6 MAX. —— ——— T' ——— — t, J
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION,EQUAL-LEG.......7 / T r T , T r' T r , O O
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION,INT.FIN A..........8 I / / t� �j _ /,/ _U/ 11
_ �j/ 10 Z04SHALL MEETTHE REQUIREMENTS OFTHE FLORIDA BUILDING CODE INSTALLATION,INT.FIN B...........9 '` _ II _ IwW Y' X_ WFOR CORROSION RESISTANCE. CORNER ASSEMBLY...................10EXTRUSION PROFILES................I M I = mII LL C09)REFERENCES:TESTREPORTS FTL-3835,3650,7212&16-7763;ELCO PARTS LIST...................................10 1 1 L L L— —J a#'1 -asap saua5
ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NDS "� WIDTH =j I�WIDTH—^I F-WIDTH--I F-WIDTH-1
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. Sheet i �— T T T `\ ��QNY LYNIV •,,�
TABLE 1: r— —1 r 1 ��
10)THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES.
Type Descdptlon I I y/L� �\,.• CICENgF'•.1��
# 7116"Lauri 3/16"An-.090'PVB-3/16'HS 2 w 'w c7 / t03
7 Q,
CODES/STANDARDS USED: w m No.58705 '•
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 2 7116'Laml 3/16'HS-.090-PVB-3116'HS 3 = _ =I _ -*
•ASTM E1300-09 3 1-1/16"Lami.IG 3116"T-7116"Air-3116°An-.090"PVB-3116"HS) 2 1 1L_ —J L J X
•ANSIlAF&PA NDS-2015 FOR WOOD CONSTRUCTION 4 1-1116"Lauri.IG(3116°T-7/16"Air-3116"HS-.090"PVB-3116"HS 3WIDTH ::44/•ALUMINUM DESIGN MANUAL,AOM-2015 5 7/16'Lami(3116"An-.090"SG-3/16"An) 4 I�—WIDTH�I WIDTH--{ WIDTH; Oma•• Si (V
•AISI S100-12 6 7116"Lami 3/16'HS-.090"SG-3/16"HS 5 T�--- ---� T T Tr--- ;,Ct '•.F[ORIOP,.•'
•AISC 360-10 7 1-1116'LamL IG(3116"T-7116°Air-3/16"An-.090'SG-3116"An 4 I I I �''!,1S1ONAL
8 1-1116'Lami.IG 3116"T-7/16"Alr-3/16"HS-.090-SG-3116"HS 5
�ANSI
SYSTEM HAS BEEN TESTED TO MEET THE 400 FT-LB "SG"="KURARAY SENTRYGLAS®INTERLAYER"BY KURARAY AMERICA,INC. _ = I �/ = I I = //I!I I I I 10
11
TIC ENERGY IMPACT LOADING REQUIREMENTS OF "PVB"_"KURARAY TROSIFOL®PVB INTERLAYER"BY KURARAY AMERICA,INC. + 1 A LYNN MILLER,P.E.
197.1 WHEN USING GLASS TYPES 6 ORB. — P•E.#58705
TABLE 2:
Window Design Pressure(+/-,psf)for Glass Type 1
Lure Side,TID to Ti In 7/16"LAMINATED �J
68-7/8 73 77 81 85 89 93 97 101 105 110.1!2 GLASS STACK
31 +/-80 +1.80 +1-80 +1-80 +/-80 +1-BO +1-80 +1-80 +1-80 +/-80 +/-80
33 +1-80 +/.8D +/-80 +1-80 +1-80 +/-80 +/-80 +1.80 +/-80 +/-80 +/•80 .090"PVB INTERLAYER
35 +/-80 +!-8D +/-80 +1.80 +/-80 +/•80 +1.80 +1-80 +1-80 +/-79.8 +1-79.4 3/16"HEAT STRENGTHENED GLASS
37 +/-BO +I-80 +l-80 +1-80 +1.80 +!-BO +/.79.7 +1.77.2 +/-75.1 +1-73.4 +1-72.2 3116"ANNEALED GLASS
39 +/-80 +1-80 +/-80 +/-80 +1-80 +1-78.1 +1-75.2 +1-72.5 +/-70.3 +/-68.5 +1-66.3 -nplPRODUCTREViSED
41 +/.80 +1-80 +/$0 +1.79.8 +/-77.2 +1-74.3 +1-71.3 +1-67.9 +1-65.1 +1-63.4 +1-61.6 4 11 es Building
odwith the Florida
43 +/_80 +1-80 +1-80 +1.77.4 +1-74.3 +1.71.3 +/.68.2 +!•64.7 +!•61.6 +/-59.8 +1-58.2 Building Codc
Accep!snce No� D
F 45 +1-80 +1-80 +1.78.9 +/-75.4 +/-721 +/-66.9 +1-65.6 +1-62-2 +1-59.7 +1.57.5 e'rltiration Dela
47F+1-71.2
+1-80 +l-77.2 +/-73.6 +1-70.1 +1-66.8 +/-63.5 +1-60.3 +l-57.7 518" I-�-- LONG SIDE
n GLASS BITE
F 49 +1-79.3 +1-75.6 +/•71.9 +1-68.3 +1-64.9 +/.81.5 +J-58.2 131
51 +l-77.5 +1-74.1 +1-70.3 +/-66.7 +1-63.1 +1-59.7 1-3 .ifini ude Product CoxSrol
v
m 53 +1-75.6 +/-72.4 +1-68.8 +/-65.1 +/-61.5 - SHORT NO CHANGES THIS SHEET.
55 +1-73.8 +1.70.5 +/-67.3 +/•63.5 EXTERIOR SIDE
N 57 +1-72 +/-68.6 +/-65.3 20 13 i
59 +/-70.3 +/-66.8 1-
61 +/.68.7 +/-65 GLASS TYPE 1
63 +/-67.1
65 +/-69.7 +/-65,5 It- LONG SIDE --�I
67 +1-68.3
68-718 +1-67 ti Y O
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN SHORT /i/ U N U)
THE TABLE TO DETERMINE THE WINDOW SIZE. SIDE %/ Of
vi c- nay
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. y w r
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS ! to w O Q
Y
COMPLETELY FIT WITHIN. O N z y a1°D N O o
TABLE DIMENSIONS MAYBE j M a x WORIENTED VERTICALLY OR ti
TABLE 3: HORIZONTTALLY AS SHOWN. OZ LL I J ---,o
sI w
Window Design Pressure(+/_,psf)for Glass Type 3 LU U
Long Side,Ti to Ti in = 'eN
68-7/8 73 77 81 85 89 93 97 101 105 110.1/2 ~Z a 9M0
1-1116"NOM. o W z
GLASS STACK 7116"LAMINATED �� h d. a Z p
31 +/-80 +1-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +/-80 +1-80 GLASS STACK // Z, m o 0
33 +/-80 +/$0 +/-80 +/-80 +1-80 +1-80 +/•80 +1.130 +1-80 +/.80 +1-80 3116"HEAT U ~ W O
35 +1-80 +/•80 +1-80 +/-80 +/-80 +1-80 +l-80 +1-80 +1-80 +/-80 +/$0 STRENGTHENED GLASS m
37 +/_80 +1-80 +1-80 +l-80 */-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 3/16"TEMPERED GLASS a Q N
39 +1-80 +1-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-79.4 +1-76.4 +1-74.3 3116"ANNEALED GLASS I F
7116"AIR SPACE J SHORT ® rn Z W laayg
._ 41 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/.80 +1-76.7 +1-73.5 +/-70.9 +/-69 .090"PVB TI SIDE
c 43 +1-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-77 +/-73.1 +1-69.6 +1-66.9 +/-652 11 INTERLAYER
�. 45 +1-80 +/-80 +l-g0 +1-80 +/-80 +1-77.6 +1-74.1. +/-70.3 +1-67.5 +/-63.9 O rA Z
2 47 +/-80 +/-80 +1-80 +1-80 +1-79.2 +/-75.4 +/-71.7 +/-68.1 +1-65.1
Fn 49 +1-80 +1-80 +1-80 +1-80 +1-77.2 +1-73.3 +1.69.5 +1-65.6 5 Q 0- aioa5
y 518" LL 51 +1-80 +1-80 +1.80 +1-79.4 +/-75.3 +1-71.3 +1.67.5 Z d
gF5,7
+1-80 +1-80 +1-80 +1-77,7 +1-73.5 +1-69.5 GLASS BITE LONG OF c, Zc, 2 N
t +1-80 +1-80 +1-79.6 +/.76 +/-71.8 1-3 SIDE V Lu U) ~
+1-80 +1.80 +/-77.5 +1-73.8 EXTERIORX W+/-80 +1-79.4 +/-75.4 u-+/-80 +/-77.6 +1-73.5 75.7 21 13+/-80 +1-75.8
+/-78.8 +/-74 GLASS TYPE 3LYN+1-77.2 SHORT+/-74.9 'l SIDE 'T �\\'�O tOENS '
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. NO.58705 �,
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS -_ ( ;
COMPLETELY FIT WITHIN. ' 1 a�(j`/
ST TE
•••,FCORtOP•.•• \_�
1S10NAL W�
A LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
Window Design Pressure(+/.,psf)for Glass Types 2&4
Lona Side TiD to Ti in
68-718 73 77 81 85 89 93 97 101 1 105 110-112 1 113 117 121 125 129 133 137 141 145
31 +J-80 +/-80 +1-80 +/-80P+/-BO
+1.80 +/-80 +1-60 +/•80 +/-80 +/-80 +/•80 +/-80 +/-80 +l-80 +/-80 +/-80 +l-80 +1-80 +/-60
33 +/-80 +/-80 +/-80 +/-BO +/-80 +!-BO +1-60 +1-80 +1-80 +/-80 +/•80 +1-80 +1-80 +/-80 +/-80 +/-80 +!•80 +1-80 +1-80
35 +!•80 +1-80 +/-80 +/-BO +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 PRODUCT REVISED
37 +/•80 +/-80 +/-80 +/-BO +/-80 +/-BO +1-80 +/-80 +/-80 +/-80 +1.80 +/-80 +1.80 +l-BO +/-BO B cIding nB�vid�tha Florida
Duildi°g Codc
39 +1-80 +/-80 +/-80 +/-80 +/-80 +/•80 +1-80 +/•80 +/•80 +/-80 +1-80 +/•80 +/-80 lcccpt:utw 1301 O �1D�•.
41 +1-80 +/-80 +/-80 +/-80 +1-80 +!•60 +1.80 +/•80 +/-80 +/-80 +/-80 E..ptmtion
'-�-- 43 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
45 +1-80 +/-BO +/•80 +/-80 +1-80 +l-80 +/-80 +/-80 +/-80
E 47 +l-80 +/-BO +J-80 +/-80 +/-80 +1-60 +1-80 +/-8049 +l-60 +/-80 +l-80 +1-800 +1-80 +1-80 +J-BO
51 +/-80 +1-80 +J-80 +J-80 +/-80 +/-80 NO CHANGES THIS SHEET.
N 53 +/-80 +1-80 +/-80 +/-80 +1-80 +/-79.1
0 55 +l-80 +1-80 +/-80 +/-80 +/-78.6
in 57 +l-80 +/-80 +/-80 +/-79.1
59 +1•80 +1-80 +/-80
61 +1-60 +l-80 +/-79.3
63 +1-60 - +l-80
65 +/-80 +/-80
r1 Y ❑
67 +/-80 W z
68-718 +/-BO 41 r nay 1
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLETO DETERMINE THE WINDOW SIZE. Q o
O
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 TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. C}7 N z W a1°D O o i
Of INS
M 0 W
OJ o an Z AB p
Z LL 0 r i J um°,0 �
2 H W
U U_ o ®f ❑
Z T t< ❑ °N
CO
1-1116"NOM. TABLE DIMENSIONS MAY BE o> i Z N Do
GLASS STACKORIENTED VERTICALLY OR o $ O
7116"LAMINATED 7/16'LAMINATED HORIZONTALLY AS SHOWN. Z `"" F W tL
GLASS STACK GLASS STACK
LONG J O
.090"PVB INTERLAYER 3116 TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS SIDE J m m
3116"HEAT 3116"HEAT STRENGTHENED GLASS If— LONG SIDE �Q F¢•- LU
STRENGTHENED GLASS 7/16"AIR SPACE ,090"PVB INTERLAYER T ® z Of
z Of �aay5
3116"HEAT STRgNG-ENEDSS f
11 SHORT # 0 7 F-
LU F
SIDE � � 00 W Z
SHORT I— ¢ Z
5!8" 519, .1— SIDE IT 0 D' o
GLASS BITE GLASS BITE 0- e-
- DXWEXTEXTERIOR LONG SIDE ---► T lL ❑ n-0 13 a s!e 21 13 T " I a 1 °sa0 sauas
SHORT LONG 111!11
GLASS TYPE 2 GLASS TYPE 4 SIDE SIDE ,\\% NS(LYIV/v!!''�,
'\.%CENSE M��`
No.58705
`I SHORT -
'I SIDE 1r�((/��
� OT OF
10NAL
A.LYNN MER.RE
P.E.#58705
TABLE 5:
Window Design Pressure(+/.,psf)for Glass Type 6
7116"LAMINATED
Lon Side,Tip b 7i (in)
68.718 73 1 77 78-3/4 81 85 1 89 1 83 97 101 105 108 1 110.112 GLASS STACK
37 +901-130 +90/-127.5 +80%123.5 +901-121.7 +901-119.8 +901-116.5 +801-113.5 +901.111 +90/-108.5 +90/-106.3 +90/-104.5 +90/-104.5 +901-104.5
39 +901.126.1 +901-120 +901-114.5 +901-112.9 +901-111 +901-107.5 +901.104.5 +9W-101.7 +90/-99.5 +901-97.7 +90/-96.1 +901-94.6 +901-94.1 .090"SG INTERLAYER
41 +901-120.1 +901-113.5 +90/-107.3 +901.105.2 +901-103 +9W-100.5 +901-97.6 +901-94.9 +901.92 +1-89.6 +/-88 +/-86.5 +1-88 3/16"ANNEALED GLASS
43 +901-114.4 +901-107.5 +90/-102.5 +901.100.7 +901-98.6 +9W-95.2 +901-92.2 +1-89.1 +1-85.8 +/-83 +1.81.4 +l-80.4 +l-Bowl 3116"ANNEALED GLASS
45 +901-108.7 +901.102.5 +901-98.8 +901-97.1 +901-94.9 +901-91 +/-87.3 +/-8461 +1-81.7 +/-79.7 +1-77.8 +1-76.1 +1-75.8
-- 47 +901.104.4. +90/-99.8 +90/-95.7 +901-93.9 +90/-91.8 +1-87.5 +1.83.6 +/-81 +/•78.9 +1-76.7 +1.74.7 +1-72.7 +1-72 PRODUCERmthft
c 49 +901-101.1 +901-97 +9W-92.8 +901-90.9 +/.88.5 +/-04.3 +/-81.2 +1-70.5 +/-78.1 +l-73.9 +1.71.7 +l-69.8 +/-88.9 4 11 B9 Beading � 3'
F. 51 +90/-88.1 +901.94.1 +901-90.1 +/.88.2 +/-85.7 +/-82 +/-79.1 +/-76.3 +/-73.6 +1-71.2 +1.68.9 +/-88.8 +1-65.9 Aa1�=0014p 6a30'Orj
E 53 +901-95.3 +901-91.1 +1-87.4 +/•85.8 +/-83.3 +1-80 +/-77 +/-74.1 +1-71.3 +/-68.7 +/{6.3 +1-64 H-03.2
F 55 +901-92.6 +/-86.2 +/-84.3 +/•82.9 +l-81.4 +1-76.1 +/-74.8 +1.71.9 +1-68.1 +1.66.4 +1-63.9 +1-61,8 +1-61.2 518" Exp1m11ilDa�lm57 +1-89.B +1.85.3 +l-81.8 +/-80.8 +/-79 +l-76.2 +1.73 +/•69.9 +1-68.9 +/-84.1 +1.61.9 +/-60.1 GLASS BITE +- LONG SIDE:959 +/-67.1 +1-828 +/-79.7' +/-78.4 +1.768 +/-74 +/-71.1 +/-67.9 +/-64.61 +l-84.6 +/-80.8 N-77.8 +/-76.2 +l-74.8 +l-71.7 +/-69 +/-65.9 +l-62.8 +/-60.8 1-2 T Mi 3 OcS COnlro
in 63 +/-82.5 +1.78.9 +1-74.6 +1-73.2 +/_71.4 +1-88.4 +1-65.5 +1-62.9 +1-60.9 !
65 +/-8D.7 +1-77 +1-73.6 +1-722 +/-70.4 +/-67.3 +1-64.4 +/-62 IXTERIOR SHORT JR-03116118-UPDATED
67 +/-79 +/-75.3 +1-71.7 +/-702 +1-68.4' +/-65.2 +/•62.4 20 13 SIDE �O
VALUES AND SIZES.
68-718 +/•77.3 +1-73.8 +/-70 +/-68.5 +/-66.6 +1-83.3 +1-61.1
73 +/-73.6 +/-70.2 +l-66.5 +/-64.8 +/-62.8 +1-60.5 -
77 +1-70 +/-66.5 +/•63.2 +/-61.9 GLASS TYPE 5
13
78.314 +1-68.5 +1.84.8 N-61.9 +/-60.9
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN THE F� LONG SIDE -�
TABLE TO DETERMINE THE WINDOW SIZE.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE..SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS SHORT W i Y ❑
�j U)
COMPLETELY FIT WITHIN. SIDE Y > N �j gab
of w
❑ it o 'v O
} o al°o O o
Ovn c zy to .C-4
TABLE DIMENSIONS MAY BE OJ m �'� W r
TABLE 6: ORIENTED VERTICALLY OR O ISL o o. J u X010 ❑
Window Design Pressure(+l•,psf)for Glass ss Type 7 HORIZONTALLY AS SHOWN. Z ro S c0 W
= O
U o ®�
Lonq Side in W Z do ¢ °N
68-7/8 73 77 7&314 el 85 89 93 97 101 105 109 110-112 1-1116"NOM. W i-. O OMO
31 +901-130 +9W-130 +901-13D +9W-130 +901-130 +901-130 +901-130 +901-130 +90!•730 +901-130 +901.130 +901-130 +901-130 GLASS STACK
33 +901.130 +BW-130 +901-130 +901-130 +901.130 +801-130 +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 +9W-130 �..I 7116"LAMINATED 6� p Z o O O
35 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +9W-130 +901-130 +901-130 +901-130 I GLASSSTACK Y - V F- W LL
37 +901-130 +901-130 +901-130 +90/-130 +801-130 +90/-130 +90/-128.3 +901-125.4 +901-122.6 +901-120.1 +901-118.1 1+901-118.1 +901-118.1 I J O
3116"ANNEALED GLASS
39 +901-130 +90/•130 +901-729.4 +901-127.5 +901-125.4 +BW-121,5 +901-118.1 +801.114.9 +901-112.5 +901-110.4 +901-108.8 +901-IGS.9 +90/-106.3 3/16"TEMPERED GLASS m
16°ANNEALED GLASS J
41 +901-130 +9W-128.3 +801.121.2 +901-118.8 +901-116.4 +90/-113.8 +901-110.5 +901-107.2 +901-103.9 +901-101.3 +90/-99.4 +8W-97.7 +901-97.1 31a
43 +901-129.3 +9W-121.5 +BW-115.8 +B01-113.8 +B01-111.4 +901.107.5 +901-104.2 +901-100.6 +901-97 +901-93.8 +901-92 +801-80.9 +901-90.5 ¢ ~
45 +901-122.9 +90/-115.8 +901-111.8 +901-109.7 +901-107.3 +901-102.8 +901-98.7 +901-95 +90/-92.3 +90/-90.1 +/-87.9 +801-65.9 +801-85.4 7/16"AIR SPACE .090"SG INTERLAYER SHORT rn 111 I--4S
47 +901-118 +901-1127 +901-108.1 +901-106.1 +901-103.5 +901-98.8 +901-94.4 +901-91.5 +1-89.1 +/-86.7 +801-84.4 +801-821 +BD%81.3 '1 SIDE ® m z Of
49 +901-114.2 +901-109.6 +901-104.8 +901-1027 +901-100 +901.95.3 +901-91.8 +/-88.7 +1-88 +801-83.5 +801-B7 +1-78.7 +/-77.8 11 F-
51 +901.110.9 +901-106.3 +901-101.8 +901-99.6 +901-96.9 +901-92.7 +/-89.3 +/-86.2 +801-83.2 +801.80.5 +1-77,9 +1-75.4 +1-74.5 � 0 W Z
53 +90/•107.7 +901-102.9 +901-98.7 +801-98.7 *901-89.1 +901-90.4 +1-87 +BW-83.7 +801.80.8 +/-T7.7 +1-74.9 +/-723 +1-71.4 5 ❑
0 55 +90/-104.5 +90/-99.6 +901.95.3 +801-93.7 +901-91.9 +/-88.3 +BW-84.6 +801-81.3 +1-7B.1 +/-75.1 +1-72.2 +/-69.8 +/-69.1 alDJS
in 57 +901-101.5 +901-96.4 +901-925 +801-91 +1-89.3 +801-86.1 +801.82.4 +1.78.9 +1-75.0 +/-725 +1-69.9 +/-67.9 W-ZS
" tLZ dQ59 +901-98.5 +901.93.5 +l-90 +/-88.5 +801.66.8 +80/-83.8 +801-80.3 +/-76.7 +/•73.3 +/-70.3 +1.68.2 BITE O si +801-95.6 +80/-91.3 +l-87.7 +801-862 +801-84.3 +801-81 +/-77.9 +/-74.5 +/-71 +/-68.7 1-2 LONG (�63 +901-92.2 +1-88.1 +801-84.3 +801-82.7 +801-80.7 +/-77.3 +/-74 +/-71 +/-68.8 SIDE U W65 +901-91.2 +1-87 +801-83.2 +601-81.8 +1-79.6 +1-76.1 +1.72.8 +/-70 EXTERIOR X W87 +B01-81 +/-79.4 +/-7743 +/-73.7 +/-70.5 ❑ a+/-79-1 +1-75.2 +1716 +/-69 5-7 a111 '�sa0 sauas
73 +BO%83.2 +1-78.4
GLASS TYPE 7
78-374 +1.77.4 H-73.2 +/.69.9 +1-68.8 t t t{{1 1 1 111/!
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE SHORT I` \��� NY.LYNN
,..
TABLE TO DETERMINE THE WINDOW SIZE. SIDE IT `\ �O .....,•
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P�•.• V\CENSE'•.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS
COMPLETELY FITWITHIN. _ No.58705 �•
0 TSVIFr
XN
AL
A.
E�.•
A LYA'AhIWER,P.E.
P.E.#58705
TABLET
Window Design Pressure(+/.,psf)for Glass Types 6&8
Long Side,Ti to Tip(in)
68-718 1 73 77 78-314 81 B5 89 93 1 97 101 105 109 110-112 113 117 121 125 129 1 137 145
31 +901-130 1 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901.130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130
33 +901-130 1 +901-130 +901-130 +901.130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130
35 +901-130 +901-130 +90/-130 +901.130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +80/-110 +801-110 PRODUCTREVISPD
37 +90/-130 +90/-130 +901-130 +901-130 +901-130 +904130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +80/-110 +80/-110 s—plyicg with the Florida
39 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90%130 +901-130 +901-130 +90/-130 +901-130 +901-130 +80/-110 +80/-110 +801-110 +80/-110 Building Code
41 +901-130 +901.130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 Aru.•p..No
43 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +8D/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 E.l** ion Dam
45 +9D1-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901.130 +90/-130 +90/-130 +901-130 +901-130 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 B
47 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 y
49 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90(-130 +80/-110 +80%110 +801.110 +801-110 +801-110 +80/-110 +801-110 +801-110 1Mi i Prod£xe/Caedr
n 51 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +89.4/-128. +801-110 +801.110 +80%110 +g0/-110 +80/-110 +801-110 +80/-110 +80/-110
F 53 +901-130 1 +90/-130 +90/-130 +901-130 +9D/-130 +90/-130 +88.8/-128.1 +80/-110 +80/-110 +80%110 +801-110 +80/-110 +801-110 +801-110 +BOW-110 JR-03/16118-UPDATED
v 55 +901-130 +901-13D +901-130 +901-130 +9D1-130 +88.81-128.1 +801-110 +801-110 +B01-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 VALUES AND SIZES.
rn 57 +90/-130 +901-130 +901-130 +90/-130 +89.41-129 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801.110
L 59 +901-130 +901-130 +901-130 +89.51429.1 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80-110
rn 61 +901-130 +901-130 +89.61.129. +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110
63 +901-130 +901-130 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110
65 +90/-130 +901-130 +801-110 +801-110 +80/-110 +80/-110 +80/-110 1 +80/-110
67 +901.130 +801-101-110 +801-110 +80/-110 +80-1-11010 + +801-110 +80-110
m68-7/8 +901-130 +801-118
0/- BO1-10 10 � 1673 +80/-110 +g +80/-11D Y ❑
•nab
77 +880/-110 +801-110 w
7 /4 + -10 +81-110 +801-110Of
1 +80/-110 o O
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. >_to z alod 0 N
2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O w to_j LLI , �
Z Il- (p r J u.wa
'o LU
U U o ®� ❑
ToN
TABLE DIMENSIONS MAY BE ~o co
> - ¢ Z DMO
ORIENTED VERTICALLY OR p "r p d' o
1-1116"NOM. HORIZONTALLY AS SHOWN. `-'Z u I— W LL
7116"LAMINATED
GLASS STACK 7116"LAMINATED LONG g J O I
I� N
GLASS STACK I GLASS STACK SIDE m Q F
LONG SIDE laays
.090"SG INTERLAYER 3116"TEMPERED GLASS 3116°HEAT STRENGTHENED GLASS I' N c) W
3/16"HEAT 3/16"HEAT STRENGTHENED GLASS � I ® Z ? U)
STRENGTHENED GLASS 7116"AIRSPACE .090"SG INTERLAYER SHORT 1 � z
3/16"HEAT STRENGTHENED GLASS O73 C) W
SIDE
4 11 11 + Lz�!�� _I SHORT 1� w SoDs
Z a'<
J— 'I SIDE p > Z e0
5/8" 5 518" � 111 O S
GLASS BITE GLASS BITE T o X W
1-2 1-2 �- LONG SIDE —� } LL ❑ 0
all!1 'asap saua5
EXTERIOR EXTERIOR //�
20 13 s1e 21 13 SHORT
Y SIDE LONG \ NY•LYNNtijj
GLASS TYPE 6 GLASS TYPE 8 1 ` ��.•' 11GENSF'•.�(�
No.58705 ••: �
SHORT
-I SIDE O•• SAT OF
0 91
ONAL
A LYNN MILLER,P.E.
P.E.#58705 {
f
TYP.ANCHOR TYPE,
ZX WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION
EMBEDMENT
OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE C TYPE B
NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET
EMBEDMENT IX WOOD BUCKSTRIP, o
INSTALLATION SEE NOTE 2,THIS SHEET
1/4"MAX
TYPE A EMBEDMENT T —~ SHIM
II tl TYP.ANCHOR TYPE,EMBEDMENTAND EDGE
EDGE DISTANCE PER SUBSTRATE, DISTANCE I'RODUCf'REVISFD
EDGE
SEE TABLE 8,THIS SHEET w.piyios with the Ftortd°
s Bu lamscoa°1 bt
DISTANCE + AacPtaoce 140
�1l4"MAX ° Expimn bate
1 SHIM 1
By
12 USED FOR ALL •, NO CHANGES THIS SHEET.
SIDES OF
8 ARCHITECTURAL 11
SHAPES @11 EXTERIOR
29 O.C.MAX. •n 4 1� "
CONCRETE/CMU �" VISIBLE LIGHT WIDTH= 5
PE REQUIREMENT
REQUIREMENT WINDOW BUCK WIDTH-2.314"
WINDOW BUCK WIDTH CONCRETE/CMU LLI i r Y O
WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR vi —al
REQUIREMENT W
HEIGHT a HORIZONTAL SECTION A-A U) y ; u
INSTALLATION }U r,C'jz w C) N
TIP-TO-TIP METHOD D TABLE B: 0 m W -1 r.-
WIN
WINDOW 114" Anchor Substrate Min.Edge Min.EmbedmentMax O'C' O LL oo ^ Z Mo 0
HEIGHT VISIBLE MAX. Distance S acin Z o o U.1
a 0
LIGHT SHIM Southern Pine SG-'0.55 9115' 1-318" 17' =LLO
HEIGHT= Aluminum 6063-T5 min. 318" 0.063"' 12' W
WINDOW #12 or#14 410 SS Screw A36 Steel 318" 0.063"' 17' F Z v < OMo
BUCK g Steel Stud Gr.33 min. 3/8" 0.045" 18 Ga ' 17' r j > Z o
HEIGHT- Southern Pine SG=0.55 9116" 1-318" 17' o O
2-314" EXTER16R Aluminum 6063-T5 min. 3/8" 0.063"' 12" Z �' 0 F-• ti
STEEL SELF-DRILLING #12 or#14 Steel Screw(GS) q Steel 318" 0.063"° 12" Q O
\I--' CD
SMS(G5),SEE TABLE Steel Stud Gr.33 min. 318" 0.045" 18 Ga " 17' J Z
8,THIS SHEET Un routed CMU, ASTM C-90 2-112" 1-114" 12"
114"410 55 CreteFlex Concrete min.3.35 ksi) 1" 1-3/4" 12" )aa45
MIAMI-DADE APPROVED MULLION(SEE ( ® rn Z J
SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete min.2.85 ksi 1" 1-314" 12" # J rp
OR STEEL STUD.SEE SUBSTRATE 1/4"Steel Ultracon Concrete min.2.85 ksi 2-117' 1.3/8" 12" O H 1--
21 PROPERTIES,TABLE 8,THIS SHEET Un routed CMU ASTM G-90 2-117' 1-1/4" 12" Z
6 Concrete min.3.5 ksi 1-1/4" 1-314" 17' < O Z
5116"Steel Ultracon Z
Grouted CMU ASTM C•90 2-177' 1-314" 12" O W o
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ti (D N
5 1/4"MAX SHIM "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. w W Z $er
ALL HEAD TYPES APPLICABLE. O X :5 a
Tap)1 '°sap saia9
} 1X WOOD BUCKSTRIP, INSTALLATION NOTES:
I SEE NOTE 2,THIS SHEET
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND
T EDGE DISTANCE LIMITS. �� �QN..•••••..,�LJ�� +�
T CONCRETE PER
EMBEDMENT ,° ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Material Mn.Fy Mn.F. �\N,•' tCP%
°' ,• ° REQUIREMENT THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Steel Screw 16i
120 ksi _*,: No.58705
•° BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 410 Screw 110 ksi _
• ,• "2X"ARE 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF Goo UltraConID 177 ksi
• WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY 1
INSTALLATION �-- EDGE 410 SS Elco CreteFlex® 189.7 ks v
TYP.ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION.DISTANCE AND EDGE DISTANCE PER 6063-TS Alurrvnum 22 ksi <(/
i T F
TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA A36 Steel 58 ksi ���(S , LORVOP.• \VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Gr.33 SteelShid 45 ksi + /ONAI-� \
1\
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR /"I"III111\
MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E
P.E#58705
TYP.ANCHOR TYPE, INSTALLATION INSTALLATION
EDGE EMBEDMENT AND EDGE
2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, TYPE G TYPE F EMBEDMENT
OR FRAMING,SEE SEE TABLE 9,THIS SHEET
1 X WOOD BUCK STRIP,
NOTE 2,THIS SHEET
��-I-- EMBEDMENT SEE NOTE 2,THIS SHEET •"
INSTALLATION 1 MAX
� SHI SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
EMBEDMENT EDGE DISTANCE PER SUBSTRATE, EDGE
TYPE E I DISTANCE =c0mpCTRwVISFD
6 SEE TABLE 9,THIS SHEET y complyicg with the Florida
EDGE Building code 1���'3ti
DISTANCE Acaptaoce No
2 Exphndoo I7atc
�1l4"MAX
2 SHIM }ly
• Miam PM&Ct
12 USED FOR ALL 11 ° NO CHANGES THIS SHEET.
SIDES OF •° EXTERIOR
8 ARCHITECTURAL q
EXTERIOR SHAPES @ 11-7/8" ,, °a 4 1�1 _
29 O.C.MAX. I VISIBLE LIGHT WIDTH= 5
CONCRETEICMU I Imo- WINDOW BUCK WIDTH-2-314"
PER ANCHOR
REQUIREMENT IIS WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C corlcRETEcmu w K °}
WINDOW PERANCHOR 7 16
BUCK INSTALLATION REQUIREMENT r
HEIGHT TYPE H w r
O ao O
TABLE 9: }r atop 0O Q
1/4" Min.Edge Max O.C. C7 N z w U N
MAX, Anchor Substrate Min.Embedment
SHIM Distance Spacing O t+�j r
VISIBLE Southern Pine SG=0.55 9116" 1-3/6" 12" 0 LL o a f2 Z xa p
LIGHT #12 or#14 410 SS Screw Aluminum 6063-TS min. 318" 0.0631' 17' Z tl oo ^= J uMo p
A36 Steel 318" 0.063"' 17' U W o ®j uJ
HEIGHT= 9 Steel Stud Gr.33 min. 3168 0.045'(l r). 17'
WINDOW Ill Z i¢ _ aN
BUCK Southern Pine SG=0.55 9/75' 1-318" 17' h Lu c� O nmp
HEIGHT- EXTERIOR Aluminum6063-TS min. 3/8" 0.063"' 12" r] i Z
STEEL SELF-DRILLING #12 or#14 Steel Screw(GS) A36 Steel 315, D 063"° 17' o Z m o O
2-314 SMB GS,SEE TABLE r Z LO
( ) Steel Stud Gr.33 min. 316" 0.045" 18 Ga ' 17' F
9,THIS SHEET U routed CMU ASTM C-90 2-12" 1-114" 17' � O -
M01MI-DADEAPPmOVED MULLION(SEE 114"410 SS CreteFlex -j 1-
Concrete(min.3.35 ksi 1" 1-3(4" 17' F
SEPERATE NDA),ALUMINUM,STEEL FRAMING Concrete min.2.85 ksi 1" 1-3/4° 17' hays
OR STEEL STUD.SEE SUBSTRATE 114"Steel Ultracon Concrete min.2.85 ksi 2-112" 1-318" 12"
Z
PROPERTIES,TABLE 9,THIS SHEEP Un routed CMU ASTM C-90 2-1l2" 1-114" 12" fn
Concrete "n.3.5 ksi 1-114" 1-314" 12" _ ?=1 Z
21 5116"Steel Ullracon Grouted CMU ASTM C-90 2-12" 1-314" 17 O
K alms
Z
6 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ¢ Lu
"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. O J o
0
5 ALL HEAD TYPES APPLICABLE.
x114"MAX SHIM v W j ~
_1L INSTALLATION NOTES:
LLw a
1XWOOD BUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND ants asap saua5
SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. I'/"
Material Min.FY Mn.F. �� y LYN /"
T Steel Screw 92 ksi 120 ksi `� ��............ Y,
} 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X°,ARE BUCKS WHOSE TOTAL
CONCRETE PER THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN 410 Screw 90 ksi 110 ksi ` � .-• �1GENS '•.•(� i
EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS Elco UltraCon@ 155 ksi 177 ksi �: '•�
REQUIREMENT 82X°ARE 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF No.58705
WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY 410 SS Elco CreteFlexfl 127.4 ksi 189.7 ksi *; •; y�•
• AUTHORITY HAVING JURISDICTION. 6063-T5 Aluminum 16 ksi 22 ksi
INSTALLATION ° A36 Steel 36 ksi 58 ksi �0.� �IF
��`
TYPE F I� EDGE ° TYP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE Gr.33 Steel Stu
33 ksi 45 ksi t TE
DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 'n p
VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 9,THIS SHEET 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR /�'cSSZONAI E�G��`
MULLION NOA APPLIES TO WHOLE SYSTEM. //!I i I t t t t t
A LYNN MILLER,P.E.
P.E.#58705
f
FIN FRAMES ARE ONLY TO BE USED
2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 1-4(PVB INSTALLATION
TYP.ANCHOR TYPE, OR FRAMING,SEE TYPE J INTERLAYER),NOT TO BE USED WITH TYPE K
EMBEDMENT AND EDGE --�I EMBEDMENT �— NOTE 2,THIS SHEET GLASS TYPES 5-8,(SG INTERLAYER).
DISTANCE PER SUBSTRATE, I EDGE
SEE TABLE 10,THIS SHEET DISTANCE ��- 1/4"MAX EDGE DISTANCE
EDGE SHIM
INSTALLATION DISTANCE O 2X WOOD BUCKSTRIP
2X WOOD TYPE I OR FRAMING,SEE OR FRAMING,SEE O PRODUCT REVISED
NOTE 2,THIS SHEET NOTE 2,THIS SHEET os cemPlYiRA ryith tho Ftalida
TYP.ANCHOR TYPE,EMBEDMENTAND L'uil plza.ig de
AccePtauca No 1
EDGE DISTANCE PER SUBSTRATE, E iration Uatc
1/4"MAX SEE TABLE 10,THIS SHEET
3 SHIM 6 BY
EMBEDMENT Miami ade Product Coatr
3 EMBEDMENT
12 USED FORALL NO CHANGES THIS SHEET.
SIDES OF
8 ARCHITECTURAL
EXTERIOR SHAPES @ 11-7/8"
29 O.C.MAX.
11 EXTERIOR
11 V
WINDOW VISIBLE LIGHT WIDTH= _ I 5 i � Y O
INSTALLATION WINDOW BUCK WIDTH-2-314" > y 04
BUCK TYPE L WINDOW BUCK WIDTH w
HEIGHT O� O `- I
EXTERIOR 1/q^ } o Z ale0 p o I
a
SHIM HORIZONTAL SECTION E-E 04 I
w
VISIBLE Z J IL p cW
oo ^N Z FO O
LLF
S a u.xor0
LIGHT 9 =
HEIGHT= U O o 0
WINDOW STEEL SELF-DRILLING F Z sr¢
BUCK SMS(G5),SEE TABLE TABLE 10: LU .-. 0 0 01A0
10,THIs SHEET Min.Edge Max.O.C. > i z o
HEIGHT- Anchor Substrate O_
2-3/4" Distance S acin Z
2-1/2"x.113"Box Nail Southern Pine SG=0.55 5116° 5"
U ~ O
MIAMI-DADE APPROVED MULLION(SEE 2-112"x.131"Common Nail Southern Pine SG=0.55 3/8" 5" 00
SEPERATE NOA),ALUMINUM,STEEL FRAMINGQ
2-1/2"%.145°Roofing Nail Southern Pine SG=0.55 3/8" 5"
OR STEEL STUD.SEE SUBSTRATE
PROPERTIES,TABLE 10,THIS SHEET Southern Pine SG--0.55 112" 5" ® Z Z hays
#10 x 1"Steel Screw(G5)' 0.093"Aluminu 6063-T5 rrn. 5116" 5" O
1/16"A36 Steel
21 2X WOOD BUCKSTRIP 0.045" 18 Ga Steel Stud Gr.33 5116" 5" p g
6 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Z ¢ aleJs
OR FRAMING,SEE 0 F- Q
NOTE 2,THIS SHEET O Z n
5 �1/4"MAX SHIM O XZ
EL- EZ O.
INSTALLATION NOTES: aqy asap sauce
INSTALLATION 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW
TYPE - � EMBEDMENT AND EDGE DISTANCE LIMITS. �`\L1IILYNtII!/7 i
EDGE DISTANCE
Material Mn.Fy Mn.F° � QNB N '
2.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL Steei Screw 92 ksl 120 ksl 1`A\ .-•�10ENSF M�`�
BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 6063•T5Aluminum 16 k5 22 ksl '••n1
TYP.ANCHOR TYPE,EMBEDMENT A36 Steel 36 kSl 58 ksl �. N0.58705
EMBEDMENT AND EDGE DISTANCE PER 3.N APPLICABLE,LOWER DESIGN PRESSURE FROM EITFIER Gr.33 Steel Stud 33 ksI 45 ksl -
SUBSTRATE,SEE TABLE 10,THIS SHEET WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
� . S
VERTICAL SECTION F-F ��T�'•. F OR1p P•. G=�1
A LYNN MILLER,RE
P.E.#58705
EDGE DISTANCE TYP.ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED
EMBEDMENT AND EDGE WITH GLASS TYPES 14(PVB
2X WOOD BUCKSTRIP U
OR FRAMING,SEE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER),NOT TO BE USED WITH INSTALLATION I EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE 11,THIS SHEET GLASS TYPES 5-8,(SG INTERLAYER). TYPE N
EMBEDMENT
INSTALLATION
TYPE M EMBEDMENT 114"MAX SHIM
OD1X WOOD BUCKSTRIP,SEE PRODUCT REVISE
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET as cmnplyi(g withtM Fkrida
OR FRAMING,SEE Building Cede tO' 3b.0
NOTE 2,THIS SHEET AcoepLwce T'In
�1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND Ers
�px¢>taa Date
SHIM EDGE DISTANCE PER SUBSTRATE, By
6 SEE TABLE II,THIS SHEET Miami PmaSeCOmNu
12 USED FOR ALL NO CHANGES THIS SHEET.
SIDES OF EDGE 3
8 ARCHITECTURAL DISTANCE O 'H
EXTERIOR 29 SHAPES @ 11-718" EDGE
- DISTANCE
D.D.MAX. � °
CONCRETE/CMU M Y p
INSTALLATION 4 11 w U) •naN
WINDOW I PERANCHOR > a
w
TYPE O
BUCK I VISIBLE LIGHT WIDTH= I 5 REQUIREMENT
HEIGHT EXTERIOR 114" IfWINDOW BUCK WIDTH-2-314" �___"'lll p N o gyp' .-•
MAX' WINDOW BUCK WIDTH EXTERIOR }n o atop O O
SHIM _I-I_ O 3y W
HORIZONTAL SECTION G-GZ bg
V
VISIBLE U LL C) a
LIGHT 9 Z LL c W uwo"0
= STEELSELF-DRILLING TABLE II: p
WINDOW SMS(G5),SEE TABLEHEIGHTco
Mn.M n.Edge Max O.C. w- m VN
11,THIS SHEET Anchor Substrate Distance Min.Embedment
BUCK Spacing ~w u O OMo
HEIGHT- Southern Pine SG=0.55 9/16" 1-3/8" 6.2" �> a a Z o
2-3/4" Alum num 6063-T5 Mn. 3/8" 0.063"• 6.2" Z °' S O
#12 or#14 410 SS Screw QIL
MIAMI-DADE APPROVED MULLION(SEE A36 Steel 3/8" 0.063"' 6.2" J O
SEPERATE NOA),ALUMINUM,STEEL FRAMING Steel Stud Gr.33 min. 3/9" 0.046'(18 Ga ' 6.2" J rn
OR STEEL STUD.SEE SUBSTRATE F
PROPERTIES,TABLE 11,THIS SHEET Scothern Pine SG=0.55 9116" 1-3/8" 6.2" m
#12 or#14 Steel Screw(G5) Aluminum 6063-T5 min. 3/8" 0.063"' 6.2" as"s
A36 Steel 3/6" 0.063'• 6.2" Z p
Steel Stud Gr.33 min. 3/8" 0.045" 18 Ga ' 6.2" _ k- Z
6 114"410 SS CreteFlex Un routed CMU ASTM C-90 2-112" 1-1/4" 11.6" a p
21 aw,5
Concrete min.3.35 ksi 1" 1-314" 11.6" LL Z ¢ ¢
Concrete min.2.85 ksi 1" 1-314" 11.6" m r-
5 r1/4"MAX SHIM 1/4"Steel Ultracon Concrete(Mn.2.85 ksi 2-1/2" 1-318" 11.6" w p Z
11 Un routed CMU ASTM G90 2-112" 1 1-114" 11.6" D X Z_ j
Concrete(Mn.3.5 its!) 1-1/4" 1-3/4" 11.6" LL LL a
5/16"Steel Uhracon aill aeao sat,as
INSTALLATION Grouted CMU ASTM G90 2-112" 1-314" 11.6"
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
TYPE N 1X WOOD BUCKSTRIP, "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
SEE NOTE 2,THIS SHEET
ALL HEAD TYPES APPLICABLE. � ,Z,O• .M� �
INSTALLATION NOTES: �� .•'LICENSE '/��
EMBEDMENT1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
y ^• ," .• ••• Material Mm F, Mn F„ _*: N..58705 •�
1 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'IX",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD Steel Screw 92 ksi IE ksi
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID'CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 410 Screw 90 ksl 110 ksi -0 S( I 1 CY
CONCRETEICMU 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS Eko UtreCou(9 155 ksi 177 ksi v
PER ANCHOR EDGE• APPROVED BY AUTHORITY HAVING JURISDICTION. SATE OF C(1
410 SS Elco CreteFk>® 127.4 ksl 189.7 ksi i O�••. R P
REQUIREMENT I� DISTANCE 6063-TS Akmunum 16 w22 ksi %(C` •,,CORID.,.• N��
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE A36 Steel 36 ksi 58 kst
VERTICAL SECTION H-H WINDOW FRAME. Gr.33 steel5tud 33 45 W X77 ONAt Ilk
rrnnn111
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E.
P.E.R 58705
TABLE 12:
Item PGT Part# Description Material 2.794" 2.764" 2'784"
# .094" I I�� .094" --tea�� .094" --�I I.-
1
+
1 4253C Flanged Frame Alum.6063-T5 .074" r os2" 074" osz" o7a^ 062"
2 4285 Equal-leg Frame Alum.6063-T5 + i 1.375"1 1.375
3 4256 Integral Fin Frame Alum.6063-T5 1.975" JJJ 5001 a39" 500' T.077"
4 4255 7/16"Lami.Glass Beading Alum.6063-T5 1.poo^ 050v1e0°� — — . .050"'D.00� PRODUCT'REVISF.D
5 4254 I.G.Glass Beading Alum.6063-T5 � 1 125" B ilding;de Ole Fbrida
y Building Code
6a 4270 Installation Fastener Cover Alum.6063-T5 OFLANGE FRAME EQUAL-LEG FRAME I Acaepreocc Tao�g-''�'3D'O�
6b 4224 Installation Fastener Cover for Curies Rigid PVC @FIN FRAME
8 4267 7/16"Lami.Glass Beading for Curves Alum.6063 T5 1 970^ I� 346' 970" L� 346" Min; edoPmadcr
9' 4269 I.G.Beading for Curves Alum.6063-T5 J I Imo~ 1.037" L:j
10 70589C Gasket(at 90°comerjoints) Polyethylene 675 8751 .975" 975^ II�I NO CHANGES THIS SHEET.
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 u u u u
12 61308K Foam Beading Tape ♦r— .050" IIS •050" .050" If•050.. fes- 050^ h
13 Dow 791,899,995 or GE 7700 Backbedding SIIICOne O 7115"LAMI 01-1/16'I.G.GLASS O INSTALLATION O GLA S BE O I.G.GLASS
q 5 6a 8 GLASS BEADING 9 BEADING
20 71652K Setting Block,Mono.3/16"x 7/16'x 4" Neoprene,Duro.85+/-1 GLASS BEADING BEADING FASTENER COVER FOR CURVES FOR CURVES
21 71704AK Setting Block,I.G.3/16"x 1-3/32"x 4" Neoprene,Duro.85+/-1 M_ ❑
Y
29 76Xll4FP #6 x 1-1/4"FH SMS(Curved Beading) Stainless Steel HOT-MELT ALUMINUM DESICCANTFILL j
SILICONE BUTYL POLYISOBUTYLENE m
30 781PQX #8 x 1"Quad PH SMS(Assembly) Stainless Steel REINFORCEMENT SEAL 5116"NOM. Df r
( y) STRUCTURAL O o O
POLYISO- 114"NOM. 3/16"NOM. SILICONE to j a 0 a
75 Kommeding Kodispace 4SG TPS 5116"NOM. SEAL r o lop O o
BUTYLENE WITH STRUCTURAL BUTYL& O N z w a: N
76 Quanex Super Spacer nXi See this Sheet for DESICCANT SILICONE DESICCANT STAINLESSSTEELROLL-FORMEM z W n
77 Quanex Duraseal Spacer Materials FOAM WITH FOAM O LL C3 a Z �9 ❑
DESICCANT Z co c ::i
aM°'a
78 Cardinal XL Edge Spacer EXT'GLASS EXT.GLASS EXT.GLASS EXT,GLASS =LL ❑
iE
INT.GLASS U U O 8
INT.GLASS INT.GLASS INT.GLASS F-W 'T a W SMO
75 4SGKODITPS CE SUPER 76 NXT TI^SPACER® DURASEA77 SPACER L® 76 SPACER o CD Z m o p w o .
F- O LL
g U O
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS Q z o
FLANGE&EQIAL-LEG FRAMESI FOR FIN FRAMES m U .In haws
® m z z
OCO
ANGLEDICURVED ANGLED/CURVED O Z
FRAMEASSEMBLY ¢ ❑
FRAME ASSEMBLY u Z r 'I°J5
O X Q
90*CORNER 90"CORNER p W N
FRAME ASSEMBLY FRAME ASSEMBLY I+I W :
U X
IFL a-
� � � all!1 asap raua5
I
10
JA ,EQUAL-LEG
ALL CORNERS ALLCORNERSTOUSE GASKET \ LYN
ANDIORSEEALAj // AND OR SEALANTLGENSF��EXTERIORNo.58705EQUAL-LEG FRAMEEXTERIOR FLANGEFRAME
EXTERIOMRERED FRAME WITH INTERIOR EXTERIOR I MITERED FRAME WITH INTERIOR � • ST TE/F :(U�FRAME OAND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS .FNGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT .....SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS , S/�ONAL `30 A.LANIMILt.E�, ..E.
P.E.#58705