HomeMy WebLinkAboutProduct Approval (3) MIAMI-D1ADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION: Series`TW7720A"Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10,dated 04/12/13,with revision D dated 03/16/18,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
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,
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
MIAMIOADE COUNTY Expiration Date: February 19,2024
Approval Date: August 23,2018
p J13 s Page I
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 a .E.
Product Control F4xanAner
NOA No.181-"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 61h 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 Per .E.
Product Control E a ner
NOA No.1 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 6th 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 ere .
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 61h
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
roduct Control Exa i
NOA No.18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-4 .
GENERAL NOTES:SERIES PWT720A
IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACTRATING
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH VARIES, LARGE&SMALL MISSILE
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE SEE SHEETS 2-5 IMPACT RESISTANCE
HIGH VELOCITY HURRICANE ZONE(HVHZ). 49"TIP-TO-TIP WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48"BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH
DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-1/4"VISIBLE
IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 45-1/4'VISIBLE 45-1/4'VISIBLE
LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCT REVISED
ua complying with the Florida
3)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY 6.12"MAX. 6°MAX. F,SHEET B 2"MAX. Building Code
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS B,SHEETS D,SHEET? H SHEETS Acceptance No�g'�'�•�
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 Expiration Dow
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER
ANCHOR TYPE. BY
Miami ade Prtxlnct Co
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED A I 96„ C I E,SHEET 8
1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEETS A BUCK SHEET 7 C 96• G,SHEET 9 E.G JR-03116118-UPDATED
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS ZX L I HEIGHT I I .. VALUES AND SIZES FOR
ARE 1-02"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BUCK
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. r HEIGHT -------- ° GLASS TYPES 5$.
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 93-1/4" i 93-1!4" 'S SERIES NAME CHANGE TO
THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 12"MAX. / VISIBLE 12"MAX. / 93-1/4° / VISIBLE 7720A FROM 720.
O.C. LIGHT O.C. VISIBLE / LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL i HEIGHT T i LIGHT i / HEIGHT
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. B7 IT HEIGHT
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TIP-TO SUCK W z `U) O
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I TIP I 5•MAX. J I HEIGHT > rn _a nay
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT O,C, 0
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE O
SCOPE OFTHESE INSTRUCTIONS. I I I N z alo0 0
1 i O 79 r-
6)MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION J 0 O LU W � r`
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS T} O LL
J oo n J c F00
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY t B�{ �— 12'MAX O.C. 6" 2D�{ �- 12'MAX.O.C. F,H =uj tD = 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. LU Z 00 a z
'cN
7)DESIGN PRESSURES: TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME > S2z DAIG
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST ELEVATION ELEVATION ELEVATION o a O O LL
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. z" c0i F H- LL
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, g j O
STRUCTURAU CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1: J LLI
PER ASTM E1300. GUIDE TO SHEETS: 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK JW
F¢-
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. -a laaVS
GENERAL NOTES........................1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12'O.C.MAX.FORALL CURVED FRAME ® N rn
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. LU H
RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS.......................2-5 z
PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES..................2-512"O.C. O O
�WIDTH� WIDTH I.--WIDTH{ I'-WIDTH �{ Q O z atw5 i
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,FLANGE.............6 MAX. / — — _ LL z J
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION,EQUAL-LEG.......7 / T(— T , f— T r , O Q Qo
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION,INT.FIN A..........8 r I I r I I I I I I W W z C-4
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION,INT.FIN 8...........9 / I I O I ,�
FOR CORROSION RESISTANCE. CORNERASSEMBLY...................10 = _ 'tu w cy X W
EXTRUSION PROFILES................10 A m I I =I I LL (7 d
9)REFERENCES:TEST REPORTS FTL-3835,3850,7212&18-7763;ELCO PARTS LIST...................................10 MAX' 1 1 L J L— J ant —.0 saua5
ULTRACON NOA;ELCO CRETEFLFX NOA;ANSIIAF&PA NDS
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL TABLE 1: T WIDTH WIDTH T�-WIDTH; T I--WIDTH; T I�WIDTH--I \ N.�LYNN/
10 THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. TS'PB Sheet
# Description # _ s I :� '� •''\,10ENse'•,
CODES/STANDARDS USED: 1 7/16'Lami 3/16'An-.090'PVB-3/18'HS 2 w w w r' 03 ••'� '
2 7/16'Lam]3/16'HS-.090'PVB-3'16'HS' 3 x No.58705
*=
X2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 3 1-1116Laml.IG 16'T-7116"Alr-3116"An-.090 PVB-3116"HS 2
nASTM E1300-09 1 1 1 L —J L L J — ct
-ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION 4 1-1/16'Lams.IG(3116"T-7116'Air-3116'HS-.090•PVB-3/16•H5 3 �v�
*ALUMINUM DESIGN MANUAL,ADM-2015 5 7/16'Lam1 3/16'An-.090•SG-3116'An 4 I~WIDTH --{ I—" WIDTH—I I-�WIDTH--{ WIDTH�{ SAO••• SIT F '•��
�AISI S100-12 6 7116'Lami 3116'HS-.090'SG•3116•HS s ——— r——— Ajr—
AISC 360-10 7 1-1/16'LamI.IG 16'T-7/16'Alr-3116'An-.090'SG-3116' TF TI TTr--- ��C�•••'F�ORIDP.••• \6 1.1J18Lam1.l0 16•T-7/1s•Alr-3/18'HS-.090'SG-3/16'HS s I y/�� 'sis� GTHIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT-LB "SG"_%URARAY SENTRYGLAS'INTERLAYERBY KURARAY AMERICA,INC. I KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF 'PVB'="KURARAY TROSIFOL'PVB INTERLAYER"BY KURARAY AMERICAINC. ii A LYNN MILLER,P.E.
ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. 1 p.E.#MILLER,
I
I
TABLE 2:
Window Design Pressure(+l-,pan for Glass Type 1
LonaSlde,11P b TI n) 7116"LAMINATED
68-716 73 T7 81 85 89 93 97 101 105 110-1/2 GLASS STACK
31 +/-80 +1.80 H-80 +1-80 +/•80 +/50 +/-80 +1-80 +/-80 +/$0 +150
33 +/-80 +/•80 +150 +/-60 +1.80 +/.80 +1.80 +/-80 +1-8D +1-80 +1504EXTERIOR
B INTERLAYER
35 +1-80 +150 +/-80 +150 +/50 +1.80 +/-80 +1-80 +/5D +/-79.8 +/-79.4EAT STRENGTHENED GLASS
37 +150 +150 +1-60 +1-80 +/-80 +1-80 +/-79.7 +1-772 +1_75.1 +/-73.4 +1-72.2 GLASS-_,,
39 +1-80 +1-80 +150 +/-80 +/-BO +/-78.1 +1-75.2 +1-72.5 +/-70.3 +158.5 +/-66.3PRODUCTREVISED
41 +1-80 +150 +150 +/-79.9 +1-77.2 +/-74.3 +1-71.3 +/-87.9 +155.1 +153.4 +/51.6 m cmnpiyi.Suith the Florida
43 +150 +150 +150 +1-77.4 +1-74.3 +/-71.3 +158.2 +/.64.7 +/51.6 +1-59.8 +1-58.2
Building Code
F 05
45 +/-80 +/-80 +/_78.9 +1-75.4 +1.721 +l-68.9 +155.6 +1522 +/59.7 +/-57.5 Acc;pt>mccNo D
.2 47 +/-80 +150 +/_77.2 +/-73.6 +1-70.1 +/-66.8 +153.5 +/-60.3 +157.7 8" Expitalion Des
I+- LONG SIDE
F 49 +/50 +/-79.3 +1-75.6 +/-71.9 +158.3 +/•64.9 +/51.5 +/-58.2 BITE BY
v 51 +1-80 +1-77.5 +1-74.1 +1-70.3 +156.7 +/-63.1 +/59.7 Miomi ode Product Camrol
rn 53 +/-79.1 +1-75.6 +/-72.4 +158.8 +155.1 +/51.5 SHORT
r 55 +1-77.4 +/_73.8 +1-70.5 +157.3 +153.5 NO CHANGES THIS SHEET.
g 57 +/-75.8 +/-72 +/•68.6 +755.3 SIDE
ii
59 +1_74.2 +/-70.3 +156.8
61 +/-727 +/58.7 +/55
13 +1.712 +/57,1 GLASS TYPE 1
65 +159.7 LONG SIDE
67 1 +158.3
68-718 +1-67 T-
1)
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN SHORT W ? Y
THE TABLE TO DETERMINE THE WINDOW SIZE. SIDE . a In
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ix a0
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS
COMPLETELY FIT WITHIN. N c aloO Q o
-° N m n
TABLE DIMENSIONS MAY BE O0 A � W - n
TABLE 3:
ORIENTED VERTICALLY OR O-j O
HORIZONTALLY AS SHOWN. Z u- COD g
Window Design Pressure(+/-,psf)for Glass Type 3 =W a Lu
Uvd ®J
Lon Side.Ti b 71 In F-Z V < O Onto ..
68-718 73 T7 81 85 89 93 97 101 105 110-112 1-1/18"NOM. O LU
GLASS STACK GLA LAMINATED `/ r .a Z � O
31 +1-BO +/-BO +1-80 +/-80 +/-80 +/-80 +/50 +150 +/-BO +/-80 +150 GLASS STACKMINAT f// Z R O_
33 +1-80 +150 +/50 +/-80 +/-BO +150 +/50 +1-80 +/-80 +/50 +150 3116"HEAT 0 F' W LL
35 +150 +150 +I50 +1-80 +/-80 +/-80 +150 +ISD +150 N50 +150g -1 O
37 +/-80 +/-80 +/50 +/-80 +/•80 +1_80 +/50 +1-80 +150 +/$0 +I50 3116"TEMPERED GLASS STRENGTHENED GLASS J Q N ;
39 +1-80 +1.80 +150 +1_80 +/-80 +/-80 +150 +/-80 +1-79.4 +/-76.4 +/-74.3 3116"ANNEALED GLASS a I-
41 +150 +1.80 +150 +1_80 +/50 +/-80 +150 +/-76.7 +/-73.5 +/-70.9 +159 7/16"AIR SPACE ,090"PVB SHORT IW /aay5 1
a 43 +/-g0 +/-BO +/-80 +/-80 +/-80 +/-80 +/-77 +/-73.1 +159.6 +158.9 +/-652 11 INTERLAYER SIDE ® m Z
cn
F 45 +/_80 +1-80 +150 +/-80 +/-80 +1-T7.8 +1-74.1 +1-70.3 +157.5 +/-83.90 N F
2 47 +/-80 +1-80 +150 N50 +1-79.2 +1-75.4 +1.71.7 +/-66.1' +155.1 W Z
Fn 49 +/-80 +/-80 +150 +/50 +/-77.2 +1-73.3 +/•69.5 +/-85.8 5 Q atoa5
51 +1-80 +1-80 +1-60 +1-79.4 +1-75.3 +/-71.3 +/-67.5 5/8, LL Z a Q
53 +/-60 +1.80 +1-80 +1-77.7 +1-73.5 +1.69.5 GLASS BITE 0 g
1-3
N $$ +150 ih
+l-80 +/-79.6 +/-76 -71.8 0 LONG Z n
57 +/-80 +1.80 +/-77.5 +/•73.8 SIDE O
0 LU co
59 +/-80 +1-79.4 +/-75.4 EXTERIOR LL O
61 +1-80 +1-77.6 +/-73.5 a �s7 21 13
63 +/-80 +/.75.8 1a/18 'asap saua8
65 +/-78.8 +1.74 1t I1/
67 +/-77.2 GLASS TYPE 3 LYNN
68.7/8 +/-74.8 J SHORT \�� �0
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO•TIP DIMENSION IN -1 SIDE _�,.• �1GENSF'•.,(�
THE TABLE TO DETERMINE THE WINDOW SIZE. Q: ••.F
2)FOR SIZES NOT SHOWN,ROUNDUP 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.
t 15K,
i'',S CONAL III%t
A LYNN MILLER,P.E.
P.E.#58706 I
TABLE 4:
window Design Pressure(+/-,psf)for Glass Types 2&4
Long Side TID Io Ti In
6&7/8 73 77 81 85 89 93 97 101 105 1 110.112 113 117 121 125 129 133 137 141 145
31 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1.80 +/-80 +1.80 +/-80 +1-80 +1-80 +1-80 +1-80 +1-80 +/-80 +/-80 +1-w +1-80 +1_80
33 +1.80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/•80 +1.80 +/-80 +/-80 +1-80 +/-BO +/-80 +1-80 +/-0 +/-80
35 +/-80 +/•80 +/-BO +1-80 +/-80 +/-SO +1-80 +1-80 +/-80 +/-BO +/-80 +/-80 +/-80 +/-80 +1-80 +/-BO +1-80 PRODUCT REVISED
37 +/-80 +1-80 +/-80 +1-80 +/-80 +/•80 +/-80 +/-SD +/-80 +1-80 +1-80 +1-BD +1-80 +/-80 +1-80 +1-80 a:cumplyi°8 with the Florida
39 +/-80 +1-80 +/-BO +/-BO +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1.80 +/-80 +/-80 �I is C TIo
41 +/-80 +/-80 +1-80 +/-80 +/-SO +/-80 +/-w +1-80 +/-80 +/-80 +1-80 +/-80 � �
43 +680 +/-80 +/-BO +/_80 +/-80 +/-80 +/-BO +/_80 +1-80 +1-80 +/-80
H 45 +/-80 +/-80 +/-80 +1-80 +/-BO +/-80 +1.60 +1-80 +/-80 +/-80 v �
o 47 +/-80 1 +/-80 +1-80 +/-SO +680 +/-80 +1-80 +/-80 +/-80 i
N 49 +/-80 +/-80 +1-80 +/-80 . +/-80 +/-80 +1-80 +1-80
m 51 +/-80 +/-80 +1-80 +1-80 +/-80 +/-8D +/.80 NO CHANGES THIS SHEET.
y 53 +/•80 +/-80 +1-80 +/-80 +/-80 +/-79.1
55 +1-80 +/-80 +/-S0 +/-80 +1-78.6
w57 +/-80 +/-80 +/-80 +1.79.1
s
59 +/-80 +/-60 +/-80
61 +/-BO +1.80 +/-79.3 '
63 +680 +1.80
65 +/-BO +1-80
67 +/-80
0c Y "D
6&7/8 +1-80 j z a tq '„aa
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1°FROM THE TIP-TO-TIP DIMENSION IN THETABLE TO DETERMINE THE WINDOW SIZE. !Y O
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. p (r qq 'T
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT wr HIN. > n 5 at°0 O
0 cm z� N
OA �:� co LL
O0 LU
CD d Z 49
Z LL t�D
.0 W uwap .2
LU cwi d e
W
1-1/16"NOM. TABLE DIMENSIONS MAY BE ~o W �. C7 aMo I
7/16"LAMINATED GLASS STACK ORIENTED VERTICALLY OR n Z o. O
t� 7116°LAMINATED O
GLASS STACK I l GLASS STACK HORIZONTALLY AS SHOWN. a W 0 .
3116"HEAT STRENGTHENED GLASS LONG J m O I
4GLASSRE,
INTERLAYER 3/16"TEMPERED GLASS SIDE –! M {
EAT 3/16"HEAT STRENGTHENED GLASS �— LONG SIDE H F II
3/16"HEAT STRGTHENED GLASS 7/16°AIR SPACE .090"PVB INTERLAYER ® �' O Lu 1aa45
m Z D=
11 SHORT rn F
SIDE O Z t
5 y SHORT
" 5/B° J_ SIDE °- Z a
BITE GLASS SITE Z N
1� w XWEXTEXTERIOR mo--- LONGSIDE a 5-78 21 13 ons '°sao saua5 i
GLASS TYPE 2 GLASS TYPE 4 SHORT �/ LONG
SIDE !� SIDE gytLYNIV
'�'�.•'LICENSE•���
*: No.58705
SHORT
SIDE IT •,• '�j ::��`
�0,�.• T OF
s.••pZORIO?.••'GN
A.LYNN ma
+r�ILL,,11
ER,P.E.
P.E.N 58705
i
TABLE 5:
Window Design Pressure(+/-,psf)for Glass Type 5
LongtiIda.TIP ID TIP in 7/16"LAMINATED
88.718 73 1 77 78-34 81 as 89 93 97 lot 1 1D5 109 1 110.1/2 GLASS STACK
37 +9x-13D +901-127.5 +901-123.5 -901-121.7 +901-119.8 +901-118.5 +901-113.5 +901-111 +91Y•108.5 +901-108.3 +90/-104.5 +901-104.5 +90/-1045
39 +901-126.1 +801-120 +9x-114.5 +901-1129 +90/411 +901.107.5 -av-104.5 +801-101.7 +901-89.5 +90/-87.7 +901-96.1 +90/-94.8 +901-94.1 .090"SG INTERLAYER
41 +901-120.1 +901-113.5 +901-107.3 +901.105.2 +901.103 +11N-100.5 -901-97.8 +901-94.9 +90/-92 +/-89.6 H-88 +/-88.5 +1-86
43 +9x-114.4 +9x-107.5 +9x-1025 +9x-1D0.7 +901-88.6 +901-95.2 +901.922 +/•89.1 +/-85.8 4.83 +1.81A -1.60.4 +1-8F 3/16"ANNEALED GLASS
45 +901-108.7 +901.1025 +901-98.8 +901-97.1 +901-94.9 +901-91 H-87.3 +/-84.1 +/-81.7 +/-78.7 -/-77.8 +/-76.1 -/-75.8 3116"ANNEALED GLASS
-� 47 +901.104'1 +901-99.8 -901-95.7 +90-93.9 -901.81.6 +1.87.5 -/•83.6 +/-81 +/-78.8 -/-78.7 +1.74.7 +/-72.7 +1.72 PRODUCTRBVIST�
49 +901-101.1 +90/-117 +90!•928 +801-80.9 +1•88.5 0-114.3 +1-81.2 +/-7B.5 +/-78.1 +1•73.9 +1-71.7 +/-69.8 +1-68.9 4 11 as con plyi a w1h dM Flvida
F 51 +D01-98.1 +901-94.1 +9V-90.1 +1-88.2 +1.85.7 +1-82 +1-79.1 +1-78.3 +/-73.8 +/•71.2 +/-88.8 +1-68.8 -1-65.9 BuBdmg Cade "
E 53 +901.95.3 +901.91.1 +1-87.4 +1-85.8 +1-83.3 +/-80 H-77 +1-74.1 +1•71.3 HA8.7 +1-88.3 +rgp +1-63.2 A�ptrmOc AID ��,{
F, 55 +901-925 +1-88.2 +/-84.3 -1-82.8 +1-81.4 +1-78.1 +/•74.9 +/•71.9 +/-89.1 -1-68.4 +1-63.9 +1-61.8 +1-81.2 518" E%pfietien Date 1111•
m 67 +1-89.8 +/.85.3 +/-81.0 -1-80.8 11.79 +1.78.2 +1-73 +/-69.8 +1-66.9 +1-66,1 -1-81.8 +1-60.1 GLASS BITE h+-- LONG SIDE B
y 59 +1.67.1 +1-828 +/-78.7 +1.78.4 +1.76.8 +1.74 H-71.1 +1-87.9 +1-64.8 -/-622 +1-60.3 Y
T 61 +/-84.6 +/.80.8 +/-77.8 +1•78.2 +/-74.6 +/-71.7 H-69 N-65.9 +1-62.8 +/-80.8 1-2 Mi
0A 63 +1-82.5 +1.78.9 +1-74.8 +1-73.2 +1.71.4 H-68.4 +/-65.5 +1-629 +1.60.9
as +1-60.7 +1-TT -1-73.6 +/-722 +1-70.4 +1-67.3 +r-sa.a +/-s2 EXTERIOR SHORT JR-03116/18-UPDATED
67 -1.79 +/-75.3 H-71.7 +/_70.2 +1-68.4 +1-85.2 +/-82.4 SIDE
88.7/8 +/.77.3 +1-73.6 +1-70 +1-68.5 +1-88.6 +/-63.3 -/-81.1 20 13 + VALUES AND SIZES.
73 +/-73.8 +1-70.2 +/-611.5 +1-84.8 +/-82.9 +/-60.5 J_
n +1-70 -1-66.5 +/-e3.z +1.61.9 GLASS TYPE 5
7&314 +1-68.5 1 +1-64.8 1 +/-81.8 +1.80.9
C
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. �- LONG SIDE -�
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. T'
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS m p
COMPLETELY FITWTHIN. SHORT W ? Y
SIDE ff' > h a U)
O0 7 U
o
0 N i -7100 WN
N
TABLE DIMENSIONS MAY BE -1 oma '�5 W n
TABLE 6: ORIENTED VERTICALLY OR 0-1 o a w Z as
^ J -'0
HORIZONTALLY AS SHOWN. Z W ^x
Window Design Pressure(+!-,pet)for Glass Type 7 - =WS2 O_
Long Bide in Lu
U U d
68-7/6 73 77 78-314 81 85 89 93 97 101 105 109 110.1/2 1--Z
1-1/16"NOM. W '� (7 omo
31 +901-130 -801-130 +901-130 +9x-130 +901-130 +801.130 +9x-130 +9p1-130 *90/•130 +80/•130 +110'-130 +90/-130 -90/-130 ` O ¢
33 +901-130 +901-130 +801-130 +9x•130 +901.130 +Bx-130 +901-130 +901-130 +901-130 +901-130 +901.130 +90/•130 +901-130 GLASS STACK 7/16"LAMINATED p� n> a Z r�7
35 +901.130 +91Y-130 +901-130 +901-130 -9x•130 +901-130 +801-130 +ex-130 +9x-130 +901-130 +9x-130 +9x•130 +8x•130 GLASS STACK J Z 0 (n
37 1801-130 +BW-130 -9x-130 +9x•130 +9x-130 +Bx-130 +901-128.3 +901.125.4 +9x•1228 +901-120.1 +Bx-118.1 +90/-118.1 +9x-118.1 ~ J O
LIL
39 +9x•130 +ax-130 +901-129.4 +901-127.5 +901-125.4 -9x•121.5 +9x-118.1 +9x-114.8 -901-1125 +9x-110.4 +801-10ae +Bv-108.9 +9v1o8.3 3116"TEMPERED GLASS 3/18"ANNEALED GLASS : m 0
41 +9x-130 +901-126.3 1901-121.2 +901-118.9 +9x•118.4 +901-113.6 +901-110.5 -90-107.2 +901-103.9 +901-101.3 +901-99.4 +8x•97.7 +BOL97.1 3116"ANNEALED GLASS Q
43 +8x•129.3 +9x-121.5 -9x-115.8 +ex-113.8 -9x-111.4 +8x•107.5 +Bx-10-7.2 19x•100.8 +9x-117 -90/-93.8 +9x•82 +9x-90.9 19x-90.5 F H
45 «9x-1229 +901-119.9 1901-111.e .901.109.7 .9x-107.3 +9x-1029 +9x-a8.7 +ev-es +901-923 +90l-94.1 +/-e7.9 +ex-es.a +exas.a 7H6"AIR SPACE .090"SG INTERLAYER SHORT I_ W 1-7-7x9
47 +Bx-118 +801-112.7 +9x-108.1 +9x•106.1 +9x-103.5 +110!-BB.B +9x-94.4 +9x-81.5 H-68.1 +/-88.7 +801-84.4 +Bx-827 +Bx-81.3 SIDE f ® m Z_ D'
49 +901-114.2 +801-109.8 +Bx-104.8 r9x-102.7 +9x•100 +901-95.3 +9x-91.8 +/-88.7 N-88 +BO%83.5 +Bx-117 +1-78.7 +/-77.8 11 r
51 +901-110.9 -801-108.3 +901-101.8 +901.99.8 +801-98.9 +9x•92.7 +1.89.3 r/-86.2 +801-83.2 +BO%80.5 +/-77.9 +1-75.4 +1-74.5 0 U)W Z
1701 53 +901.107.7 +ex-102.8 +9x 9x
-88.7 + -86.7 +801 9x
-84.1 + •90.4 +/-87 +ex-83.7 -801-80.6 +1-77.7 +1-74.9 +1-723 +/-71.4
55 +901-104.5 -901-98.8 +99-85.3 +901-93.7 +901-91.8 -/-88.3 +801-84.8 +Bv-81.3 +1.78.1 0-75.1 H-722 +1-69.8 +1-69.1 5 Q z It aloes
57 +801.101.5 +901-98.4 +901-92.5 +901-91 +1-89.3 +Bx-B6.1 +801-824 -1-78.9 -1.75.8 +1-72.5 -/.69.9 +/-67.9 GLASS SITE w Z 0_
58 +901-98.5 +801-93.5 -/-80 +1.88.5 +80/-86,8 +801.83.6 +801.60.3 +1-78.7 -/-73.3 +1.70.3 +1-88.2
61 +901.95.6 +901-91.3 +1-87.7 +W.88.2 +Bx-84.3 -801-117 +/-77.9 +/-74.5 +/-71 +1-68.7 LONG H E N
63 +901-922 +1-88.1 -801-84.3 +8x•82.7 +801-80.7 -1•77.3 +1-74 +1-71 +1-88.8 1-2 SIDE W SSr
65 +901-91.2 -/-87 +801-83.2 +801-81.0 +1.78.8 .1-76.1 +1-728 +/-70 X W
67 +/-89.3 +80/45 +1101-111 +1-79.4 +/•77.3 +/-73.7 +/-70.5 EXTERIOR LL d
88.718 +/-87.3 1+801-63.2 +-79.1 -r-77.4 +/-75.7. +late +1-89 5.7 21 13 e�/n ...aa-.-s
73 +801-83.7. ./-79.4 +/-75.1 +/-73.2 -1-71 -/-68.4
77 +179.1 .1-75.1 +1.71.4 H-69.8 GLASS TYPE 7
78314 01.77.4 +1-73.2 +1-88.9 +1.68.8
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN EQUAL LEG
WINDOWS,SUBTRACT 1-FROM THETIP-TO-TIP DIMENSION IN THE ST
TABLE NETHETSIDE
2OR NOTSROUND UP O THE NF(TAVALABLE SHORTORONG DIMENSIONG NSE
3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS Q�: •:��
COMPLETELY FIT WITHIN. '
*: No.58705 '•, ,*_ i
%% .
L 1
A LVWAll I FR,P.E.
REA 58705
TABLE 7:
Window Design Pressure(+f-,psf)for Glass Types 6&8
Long Side,Tip to Tip(in)
68-718 1 73 77 78-314 81 85 89 93 97 101 105 109 110-1/2 113 117 121 125 129 137 145
31 +90/-130 I +90%130 +g1)/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90%130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130
33 +9D/-130 1 +90%130 +901-130 +901-130 +90%130 +901-130 +90/-130 +90%130 +901-130 +90%13D +90/430 +901430 +90%130 +90/_130 +901.130 +901-130 +901-130 +904130 +90%130 +90/-130
35 +90%130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +9D/-130 +901-130 +961-130. +901-130 +90/-130 +901-130 +901-130 +90/-130 +901.130 +gU-130 +90/-130 +901-130 +80/-110 +801-110pRODUCi'REVISED
37 +90l-130 +90/-130 +90%130 +91)7-130 +90%130 +901-130 +901-130 +90/-130 +961-130 +901-130 +904130 +901-130 +90/-130 +901-130 +901-130 +90%130 +901-130 +901-130 +801-110 +80%110 as complyi-8 with the Florida
39 +901-130 +901-130 +got-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +961-130 +901-130 +901_130 +90/-130 +901-130 +801-110 +80/-110 +8D/-110 +801-110 Bwldmg Code
41 +901-130 +901.130 +901-130 +901-130 +901-130 +91)1-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +801-110 +806110 +801-110 +80/-110 +80/-110 +60/-110 Aco*tmcc No .b�
43 +901-130 +901-130 +901-130 +901-130 +90%130 +90/-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +801-110 +861-110 +801-110 +801-110 +80/-110 +80/-110 +80%110 Expit0o.1» /
45 +901-13D +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 1 +901-130 +901-130 +901-130 +90/-130 +801-110 +801-110 +80/-110 +80/-11D +801-110 +801-110 +80%110 +80/-110
47 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +9p-130 +90/-130 1 +901-130 +80/-110 +801-110 +801-110 +B0/-110 +801-110 +804110 +801-110 +801-110 BY
c 49 q+8.nW'-110 +B.W-110
130 +901-130 +90/-130 +90-130 +90/-130 +90%130 +901-130 +901-130 +90/-130 +801-110 +801-110 +801-110 +801-110 +801-110 +901-110 +801-110 +BD/-110 pct
n 51 130 +901-130 +90-130 +901-130 +901-130 +901-130 +90%130 89.4/-128. +80%110 +80/-110 +801-110 +W-110 +80/-110 +130%110 +801-110 +80/-110
F 53 30 +gD1-130 +901-130 +90/-130 +90%130 +90%130 88.81-128.1 +801-110 +80/-110 +80-110 r801-110 +BN-110 +801-110 t801-110 +807-110
v 55 130 +901.130 +901-130 +9D/-130 +90%130 +88.61-128.1 +BO/-110 +801-110 +80/-110 +80/-110 +Bo/-110 +Bol-110 +801-110 +801-110 JR-03/16/18-UPDATED
rn 57 30 +90/-130 +91)1-130 +901-130 +89,4/-129 +BO/-110 +BO/-110 +801-110 +801-11D +BO/-110 +801-110 +801-110 .. VALUES AND SIZES.
0 59 30 +BO/-130 +901-130 89.5/-129.1 +80%110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +Bo%110 -
m 61 30 +961-130 89.61-129. +801.111) +801-110 +80/-110 +801-110 +801-110 +801-110 +80-110
63 30 +90-130 +80%110 +801-110 +901-110 +80%110 +801-110 +801-110 +80%110
65 30 +901-130 +801-110 +801-110 +801.110 +801-110 +80%110 +80/-110
67 30 +80/_111) +801-110 +80/-110 +B01-110 +801-110 +80/-110
68-71830 +801-110 +801-tto +801-110 +80%110 +807-110 +BO/-110 _
73 110 +BO-110 +801-110 +801-110 +801-110 +80/-111) W z Y ❑
77 1 +801-111) 1 +80/-111) 1 +Bol-110 1 +80/-110 >
78-3(4 +80%110 1 +B(Y-110 1 +80/-110 1 +801-11D 2
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1°FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ❑h o co .--
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �-r 'o al°0 OQ" N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FT7 WUHIN. 0 a F w TA t`
J m < W r
z� 9 A� Z ❑
S m —J uMo.O
= W
606 0" ❑
W Z co ¢ 'oN
TABLE DIMENSIONS MAYBE o W u C7 Olne
ORIENTED VERTICALLY OR no> a Z v o
1-1/16"NOM.
� Z O
GLASS STACK HORIZOu W
7/16"LAMINATED 7/16"LAMINATED LL
LONG
GLASS STACK I � GLASS STACK SIDE g a W
.090"SG INTERLAYER 3/16"TEMPERED GLASS 3118'HEAT STRENGTHENED GLASS LONG SIDE ,�� F W j
3/16"HEAT 3116"HEAT STRENGTHENED GLASS 3% ® Z T----,S I
m Lr
3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16°AIR SPACE .090"SG INTERLAYER SHORT # V1 F
SIDE tF O Z !
4 t1 11 L —I SHORT ¢ Z It EL alw8
5 'I SIDE O o i
5/8" 518" 0 04
GLASS BITE GLASS BITE v W in C i
1-2 1-2 �— LONG SIDE LLL Wp a
an!1 'asap saua5
EXTERIOR EXTERIOR
a 20 13 G] 5-7 21 13 SHORT .f/ LONG `` Y LYN
SI`E SIDE ``•� ON tCENs,4z �
GLASS TYPE 6 GLASS TYPE 8 J_
No.58705
SHORT Il_ `
SIDE I10 WAD I�
A LYNN MILLER,P.E.
P.E.0 58705
TYP.ANCHOR TYPE,
2X WOOD BUCKSTRIP EDGEEMBEDMENT 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 1X WOOD BUCKSTRIP, • }
1/4"MAX SEE NOTE 2,THIS SHEET
TYPE A
EMBEDMENT T SHIM
I/ a TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCTREVISED,
EDGE SEE TABLE S.THIS SHEET asnplyiag with the Florida
DISTANCE B eBuilding Code
1/4"MAX Aoompsmu No
1 SHIM 1 FxAah Die
BY
• hfimd qe&Prodbd
12 USED FORALL • NO CHANGES THIS SHEET.
SIDES OF •° "
8 ARCHITECTURAL 11
SHAPES @ 11-7f8" EXTERIOR '
29 O.C.MAX. '^ �'"��
CONCRETE/CMU 4 V 11
PER ANCHOR VISIBLE LIGHT WIDTH- 5
REQUIREMENT WINDOW BUCK WIDTH-2-314"
WINDOW BUCK WIDTH CONCRETEICMU z �_ Y 0
WINDOW
BUCK EXTERIOR PER ANCHOR •nae
TIP-TO-TIP WINDOW WIDTH w a
REQUIREMENT
HEIGHT HORIZONTAL SECTION A-A En
0 a
INSTALLATION > n 7;37 O o
0
TIP-TO-TIP METHOD D TABLE B: p F w U) LL
N
WINDOW 114" Anchor Substrate Mn.Edge Min.Embednent Max O.C. JO_j o a ti Ill
e
HEIGHT VISIBLE MAX. Distance S ci Z LL 3 u a O
LIGHT SHIM Southern Pine SG=0HEIGHT .55 9116" 1-318" 12" S LLLf L W
WINDOW #12 or#14 410 SS Screw Akarinum 6063-T5 min. 318" 0.063"• 12' W U � ®� 0
BUCK A36 Steel 318" 0.063"' 17' F Z v
HEIGHT- 9 Steel Stud Gr.33 min. 318" 0.045" 18 Ga 17' o W a:
2-314" Southern Pine SG=0.55 9116" 1-318" 17' p rn a ZO O
El(TERIOR STEEL SELF-DRILLING #12 or#14 Steel Screw(G5) Alumin 6063-T5 inn' 318^ 0'063"• 17 ZLL
SMS(GS),SEE TABLE A36 SZ2.85ksil
3!8" 0.063"• 17' g O
Steel Stud G . 3/8" 0.045" 18 Ga 17' Z O
8,THIS SHEET Un routad CMU, 90 2-V7' 1-1/4" 12" ¢ O
1/4"410 SS CreteFlex 1O ~ raays
MIAMI-DADE APPROVED MULLION(SEE Concrete(rrii) 1" 1-314" 12" (a ¢F-
SEPERATE NDA),ALUMINUM,STEEL FRAMING Concrete nisi 1" 1-3/4" 12" j
OR STEEL STUD.SEE SUBSTRATE 1r4"Steel Ultraeon Concrete nisi 2-1/2" 1-318" 17' es21 PROPERTIES,TABLE 8,THIS SHEET U ted CMU -90 2-1/7' 1-114" 17' 0F Z
6 5/16"Steel Ultracon Concrete mii 1-1/4" 1-314" 17' a Z z aloes
M TM 2-1/7' 1-374" 17' 0 W o
5 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. L] V, n
114"MAX SHIM "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. lL
VI ALL HEAD TYPES APPLICABLE. U X41 g
lL LL d
1X WOOD BUCKSTRIP, INSTALLATION NOTES: - amt �esap sal�a5
SEE NOTE 2,THIS SHEET
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND \\\
�- EDGE DISTANCE LIMITS. ��\ NY LYNN4/�
CONCRETE PER �� �C.•.......... �:
EMBEDMENT ^t v\CENSE'•..�
ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Material Min.Fr Min.F" F
• t REQUIREMENT THICKNESS IS LESS THAN 1-12".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Seel Screw 92 ksi 120 ksi
BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS No.58705
"2X"ARE 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 Screw 90 ksi 110 ksi
°• WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY Elco UtraCorl® 155 ksl 1T7 Iw
EDGE TVP.ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Elco CretaFle� 127.4 ksi ksi
INSTALLATION DISTANCE %�0'•, ST TE
AND EDGE DISTANCE PER 6063-T5 Alur inum 16 ksi 22 ksi
TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A A36 Steel 38 ksi saw ���'•.,FLORID?.•''G\��
VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. I Gr.33 Stael Stud 1 33 ksi 45 ksi
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR / //01111 1 N\\\ 1
MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#58705 �
I
I
TYP.ANCHOR TYPE, INSTALLATION INSTALLATION
L� EDGE EMBEDMENT AND EDGE
2X WOOD BUCKSTRIP I - DISTANCE DISTANCE PER SUBSTRATE, TYPE G TYPE F EMBEDMENT
OR FRAMING,SEE I SEE TABLE 9,THIS SHEET
NOTE 2,THIS SHEET 1X WOODBUCKSTRIP, 7
EMBEDMENT SEE NOTE 2,0SHEU
INSTALLATION r- SHIM
� EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND •
TYPE E EDGE DISTANCE PER SUBSTRATE, EDGE
EDGE 8 BEE TABLE 9,THIS SHEET DISTANCE PRODUCT
YgwiLh�Florida
de
DISTANCE Ac �1�. 3u
�i/4'MAX 2AWN 0°
2 SHIM
BY
ProA0e1
12 USED FOR ALL
NO CHANGES THIS SHEET.
SIDES OF 11 "
8 ARCHITECTURAL EXTERIOR c
EXTERIOR SHAPES @ 11-7/8' ,• ' e 4 11
29 O.C.MAX.
CONCRETE/CMU �I� VISIBLE LIGHT WIDTH-
PER ANCHOR WINDOW BUCK WIDTH-2-314"
REQUIREMENT f WINDOW BUCK WIDTH
WINDOW HORIZONTAL SECTION C-C CONCRETE/CMUW t9 `L
BUCK INSTALLATION PERANCHOR > vi a rn '^a21
TYPE H REQUIREMENT03
HEIGHT a Q
TABLES: ^ o aloe
SMAX. Anchor Substrate Dim Min.Embedment N'�acinq O a W {z
Cl)
VISIBLE Soulhem Pine SG=O. 9/16" 1-3/9' 12' 0-1 o w Z
Aiumin 60E3-75 nin. 318" 0.063" 12" Z LL rs -i
HEIGHT=LIGHT #12 u#14 410 SS Suety A36 S 3/8" 0.063"' 12' 2 L W
WINDOW 9 Sbal Stud,Gr.33 3/8" 0.045' 18 Ge 12" W O
BUCK Boulhem Pine SG=0.55 9116" 1-3/8" 12" F-Z 'd' _� U pM0
HEIGHT- EXTERIOR Ahminum 6063-T5 nin. 3/8' 0.063"• 12"
2-3/4" STEEL SELF-DRILLING #12 or tk14 Steel Screw(GS) A36 Steel 3/B" 0.063"• 12" o> Z o
SMS(G5),SEE TABLE Sleet Stud Gr.33 318" 0.045" 18 Ga' 12" `-z O Z LL
O
B,THIS SHEET routed CMU ASTM C-90 2-112" 1-1/4" 12' g _O `
1J4"410 SS CreteFlex r
MIAMI-DADE APPROVED MULLION(SEE Concrete nin.3.35 kai 1" 1-3/4" 12' J �
1"SEPERATE NOA),ALUMINUM,STEEL FRAMING Concre� nin.2.85si 1-34" 12 Q I
m H Iaaus
OR STEEL STUD.SEE SUBSTRATE 1/4'Steel LkVacon Concrele nin.285 ksi 2-112" 1-3/8" 12" ® m Z Q I
PROPERTIES,TABLE 9,THIS SHEET r A 90 2-112" 1-114" 12' s 1.-
U)
21 5116"Steel Ultracon Co"cretE nin.3.5 ksi 1-1/4" 1-314" 12" O Z Z
2-12" 1-3/4" 17'
6 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ¢ Z W a /°J5
"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. O Qo
5ALL HEAD TYPES APPLICABLE. F J N k
yr1/4"MAX SHIM W j Iee�
1 INSTALLATION NOTES: U LL W a ,
1X WOOD BUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND an�1 •asap saua5 i
SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. I
Material Nin.Fy Nin.F„
2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Steel Screw 92 ksi 120 ksi ���\``jOC1Y LYN/I/4�
• CONCRETE PER THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN 410 Screw 90 ksi 110 ksi S�� •' VICENSF'•.
EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS Elco L1traConOl 155 ksi 177 ksi
`�: •.�
° ° ,• ° REQUIREMENT "2X'ARE 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 SS Elco CreteFle>� 127.4 k51 189.7 k51 NO.58705
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
• AUTHORITY HAVING JURISDICTION. 6063-T5 Aluninum 16 ksl 22 ksi -
INSTALLATION I EDGE A36 Seel 36 ksi 58 ksi '• X
TYPE F I TYP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE Gr,33 Steel Stud 33 ksi 45 ksi ST TE F
DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. i� •'•. ••��
SUBSTRATE,SEE TABLE 9,THIS SHEET !c<ORIDI`,
VERTICAL SECTION D-D 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW ORSSS/ �C�G
MULLION NOA APPLIES TO WHOLE SYSTEM. 1, NAL I x%%
A LYNN MILLER,RE
P.E.#58705
FIN FRAMES ARE ONLY TO BE USED
TYR ANCHOR TYPE, ZX WOOD SUCKSTRIP INSTALLATION WITH GLASS TYPES 1.4(PVB INSTALLATION
EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE TYPE INTERLAYER),NOTTO 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 114"MAX EDGE DISTANCE
EDGE ---•���111 SHIM
INSTALLATION 0 DISTANCEO 2X WOOD BUCKSTRIP a
TYPE 2X WOOD BUCKSTRIP
OR FRAMING,SEE OR FRAMING,SEE
NOTE 2,THIS SHEET NOTE 2,THIS SHEET PRODUCT'REVISED
as cemplyiag wilA t1w 1lanla
TYP.ANCHOR TYPE,EMBEDMENT AND Building Cale
1/4"MAX EDGE DISTANCE PER SUBSTRATE, Amcptmoe M 18�
3 SHIM 8
SEE TABLE 10,THIS SHEET Cm Date
EMBEDMENT By
Pmduet
g EMBEDMENT
12 USED FOR ALL NO CHANGES THIS SHEET.
SIDES OF
8 ARCHITECTURAL L
EXTERIOR SHAPES Q 11-7/8"
29 D.C.MAX.
11 EXTERIOR
I 11
I VISIBLE LIGHT WIDTH= O W z m Y
WINDOW INSTALLATION II~~ WINDOWBUCKWIDTH-2-3/4" � 1 a Baa
BUCK TYPE L 3
HEIGHT EXTERIOR WINDOW BUCK WIDTH O0 o R O
a
SHIMco
MAX.
HORIZONTAL SECTION E-E o"q �� a� 0 fN^.
VISIBLE O J O a Z 0 n
LIGHT Z u- cS W u.xwp
HEIGHT= B U W CS 0� O
W
WINDOW STEEL SELF-DRILLING 2 Co •oN
BUCK SMS(G5),SEE TABLE TABLE 10: F-W v a
HE �
IGHT- 10,THIS SHEET Min.Edge Max O.C. > r z
Anchor Substrate a
2-3/a" Distance S cin Z 'D LL
MIAMI-DADE APPROVED MULLION(SEE 2-1/2"x.113"Box Nail Southern Pine SG=0.55 O
5/16" 5" g
SEPERATE NOA),ALUMINUM,STEEL FRAMING 2-1/2"x.131"Common Nall Southern Pine(S(3--0.55) 316" 5" •� c0
OR STEEL STUD.SEE SUBSTRATE 2-1/2"x.145"Roofing Nail Southern Pine SCr0.55 318" 5"
PROPERTIES,TABLE 10,THIS SHEET Southern Pine SG=0.55 1/2" 5" ® cn raays
0.093"Aluminum 6063-T5 rrin. 5116" 5"
O_
#10 x 1"Steel Screw(G5)• x
21 1/16"A36 Steel 5116" 5" F O F Z
0.045' 18 Ga Steel Stud Gr.33 5116" 5"
6 2X WOOD BUCKSTRIP 2 Z J aloa5
FFILIOR FRAMING,SEE 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. a G 1
;4jNr�E.2,THIS SHEET O o f
5 1l4"MAXSHIM LU Z
INSTALLATION NOTES:INSTALLATION 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW
'TYPE J EMBEDMENT ANO EDGE DISTANCE LIMITS. Thal Mn.F Mn.F„ �� `(LYNIV4,j'GE IS
r
2.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL .Z,�,••'••••••••.
14
�(
Slael screw 92ksI 120 .t '•
BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. V 6'
\GENS F�
606375 AkninuM 16 ksl 22 ksi Qom;=
7YP.ANCHOR TYPE,EMBEDMENT 3.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER A36 Steal 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 SWd 33 kel 45 ksl
U
VERTICAL SECTION F-F gyp`. sFAIV-1
�.;
i T •.,RCORIDP.•'•G�
ONAL
A LYNN MILLER,RE
P.E.#58705 jI
}
EDGE DISTANCE TYP.ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED
2X WOOD BUCKSTRIP EMBEDMENT AND EDGE WITH GLASS TYPES 1.4(PVB
ORFRAMING,SEE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER),NOT TO BE USED WITH INSTALLATION EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE 11,THIS SHEET GLASS TYPES 5-8,(SG INTERLAYER). TYPE N
EMBEDMENT
INSTALLATION
TYPE M EMBEDMENT 114"MAX SHIM
.__!� /� 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED
U 2X WOOD BUCKSTRIP NOTE 2,THIS SHEETOs camptyus Wm an pyo
OR FRAMING,SEE IIuildmg C.de
NOTE 2,THIS SHEET� Ilb
A�Dam
LB' OTj 1/4*MAX TYP.ANCHOR TYPE,EMBEDMENT AND Q/�'•
3 SHIM EDGE DISTANCE PER SUBSTRATE, By
6 SEE TABLE 11,THIS SHEET Mimi ede Prvda"C.11ro
12 USED FOR ALL NO CHANGES THIS SHEET.
SIDISTANCE
DES OF EDGE 3
8 ARCHITECTURAL E
EXTERIOR SHAPES Q 11-7/8" O EDGE
29 O.C.MAX. DISTANCE
11
WINDOW INSTALLATION 4 11 CONCRETEICMU�L W i Y
BUCK
TY
BUCK VISIBLE LIGHT WIDTH= 5 PER ANCHOR >
IlffREQUIREMENT
HEIGHT EXTERIOR 1/4" WINDOW BUCK WIDTH-2-314" ~ O o
MAX• EXTERIOR L3 co
a SHIM WINDOW BUCK WIDTH o cm i m aloe of NI
HORIZONTAL SECTION G-13 ° a.
VISIBLE -{}- p LL o n. Z Re p
LIGHT 9 I Z rD c W
HEIGHT= STEEL SELF-DRILLING TABLE II: =W
WINDOW SMS(G5),SEE TABLEMn.Edge Max O.C. W U Co
11,THIS SHEET Anchor Substrate Mn.Embedment W Z Co x 5 .N
BUCK Distance S cin WV u 0 pxp
HEIGHT- Southern Pine SG=0.55 9/16" 1-318" 6.2" r-> a Z
0
2.3/4" 6.2" LL
Alurrinum 6063-T5 min. 318" O.W. 6.2" Z °.' O
MIAMI-DADE APPROVED MULLION(SEE #12 or#14 410 SS Screw A36 Steel 3/8" 0.063" v F O
'
SEPERATE NOA),ALUMINUM,STEEL FRAMING Steel Stud Gr.33 rrin. 3/B" 0.045' 18 Ga ' 6.2" g rn
OR STEEL STUD.SEE SUBSTRATE Southern Pine SG-0. 9/16" 1-3/8" 6.2" ¢
PROPERTIES,TABLE 11,THIS SHEET m H
Alurri 6063 T5 nun. 3/8" 0.063"• 6.2" 1aa45
#12 or#14 Steel Screw(G5) A36 Steel 318" 0.063"" 6.7' ® � Z Z
O F
21 Stud, 3/8" 0.045" 18 Ga ' 6.2" _ 0i H Z
Un Steel routed CMJ ASTM C•90 2-1/2" 1-V4" 11.6" O
6 1/4"410 SS CreteFlex a O g 11-sConcrete min.3.35 ksi 1" 1-314" 11.6" a Z ¢ ¢
Concrete min.2.85 ks) 1" 1-314" 11.6 o rp N
5
14'MAX SHIM 1/4"Steel LWacon Concrete min.2.85 ks) 2-112" 1-318" 11.6" w O Z n
Un routed CMU ASTM C-90 2-1/2" 1-1/4" 11.6" L) X Z
Concrete min.3.5 ksl 1-1/4" 1-314" 11.6" D
5116"Steel Utracon Grouted CMU ASTM C-90 2-112" 1-314" 11.6" 'ori a�ao"'vas
INSTALLATION
1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
TYPE N SEE NOTE 2,THIS SHEET "UNGROUTED C APPLICABLE.
Y BE USED FOR GROUTED CMU APPLICATIONS. `\�0
ALL HEADNY LYNN/
T INSTALLATION NOTES: OcE••
EMBEDMENT " 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Z Q: p
• • .• , Melarlel Mn.Fi, Mn F. No.58705
_ 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD - * -
• BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'7X"ARE Stool Screw 82 ksi 120 ks1
CONCRETEICMU 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 410 Screw 90 kel 110 ksi
PERANCHOR EDGE• APPROVED BY AUTHORITY HAVING JURISDICTION. Err.UtreCoZ 155 kei 177 kat �A ATE
410 SS Ek:.Cml.Fhr0 127.4 W 189.7 W 0
REQUIREMENT DISTANCE 6083-75 Akrrdm 1814 22 ks1 i��` '••Ft OR1D?;.•'•�,\?�
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE A38 Sorel 36 W 58 ksl ��i`SS"•• N ���
VERTICAL SECTION H-H WINDOW�E Gr.33SI.eISbLd 33W 451x1 '7,, NAL0
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN 1�MILLER,P.E.
P.E.#58705
f
TABLE 12:
Item PGT Part# Description Material 2.78x• 2.784" z.78a^
# .osa° --I1--- .osa• ---4I��
1 4253C Flanged Frame Alum.6063-T5 074^ 062" .074^ 062° H.074" 062"
2 4285 Equai-leg Frame Alum.606&T5 1.375" 1.375°
3 4256 Integral Fin Frame Alum.6063•T5 1.875"4 4255 7/16'Lauri.Glass Beading Alum.6063-T5 1.000" .43TB" 500 .438" 500".500" ,050'•f0.w .050"30006 - --..--• ,0�'°00A• PRODUCT REVISED
5 4254 I.G.Glass Beading Alum.6063-T5 o" m caaplyiRg with Or Florida
6a 4270 Instaliatlon Fastener Cofer Alum.6063 TS 1'12507r' Build n9 caie
O FLANGE FRAME O EQUAL-LEG FRAME Acaptmce No 1$�O�'�D.
fib 4224 Installation Fastener Co%er for Curves Rigid PVC OFIN FRAME EaPkation D'd°
8 4267 7/16"LamL Glass Beading for Cures Alum.6083-T5sy
9 4269 I.G.Beading for Cures Alum.6063 T5 1I1I1111 .s�7��a"LLL�yyy�- IIIIIIrrrLLL���444� Sas^ 1.03r �IfI .s7�o^l4� I1I1II��LLyy� Sas' Mi®" °a`PfDdTt7
10 705890 Gasket(at 90°comer joints) Polyethylene 875' .875" ,875" II II .875" IIII 71 NO CHANGES THIS SHEET.
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 u V 1 IIII
12 61308K Foam Beading Tape f+— .0ii
50° t� •050' .050• .050^ f� •050^
13 DOW 791,899,995 or GE 7700 Backbedding Silicone O 7116"LAMI O 1-1/16"I.G.GLASS O INSTALLATION O 7116"LAMI I.EADIG. NG GLASS s`
4 5 6a 8
20 71652K Setting Block,Mono.3116"x 7/16'x 4" Neoprene,Duro.85+/-1 GLASS BEADING BEADING FASTENER COVER GLASS BEADING 9 BFOR CURVES FOR CURVES
21 71704AK Setting Block,I.G.3/16'x 1-3/32"x 4" Neoprene,Duro.85+/-1
ci M Y 17
29 76X114FP #6 x 1-1/4"FH SMS(Cured Beading) Stainless Steel HOT-MELT ALUMINUM DESICCANT FILL j
SILICONE BUTYL POLYISOBUTYLENE w
30 781PQX #8 x 1"Quad PH SMS(Assembly) Stainless Steel REINFORCEMENT
STRUCTURAL SEAL 5116'NOM. 0 o a O
75 Kommeding Kodispace 4SG TPS POLYISO- 1/4"NOM. 3ltfi"NOM. 5/16°NOM. SILK NE ) "� 5100 p
BUTYLENE WITH STRUCTURAL BUTYL& O a z�, N
76 Quanex Super Spacer nXr See this Sheet for DESICCANT SILICONE DESICCANT ROLL-FORMED O v F w rA
77 Quanex Duraseal Spacer Materials FOAM WITH FOAM STAINLESS STEEL coo orn Z a
78 Cardinal XL Edge Spacer EXT.GLASS DESICCANT EXT.GLASS EXT.GLASS =U c LU uxo.p
EXT.GLASS INT.GLASS U() o ®� O
INT.GLASS INT.GLASS
INT.GLASS W—Co j rq oN
KODISPACE SUPER SPACER® DURASEALO XL EDGE7m O U1 a O LU a�0
75 4SG TPS 76 NXT TM O78 SPACER SPACER o Z rn Q w- o—
U O Q o
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS -I
o
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMESm ¢ la=vs
® mN rn
Z
O
kFRAME
URVED ANGLED/CURVED O CO Z
EMBLY FRAME ASSEMBLY a 0 ei005
p S ~ e¢
90'CORNER 90'CORNER X 5
FRAME ASSEMBLY FRAMEASSEMBLY LU
LU r
LL co OL j
�10 , 10ALL CORNERS TO ALL CORNERS TOUSE GASKI-7USE GASKET
AND/OR SEALANT / ANDlOR SEALANT �� Q LYNN EXTERIOR =EQUAL-LEG FRAMEEXTERIOR : NO.58705
ANGE FRAMEEXTERIOR
EQUAL-LEG FRAME MITTERIOREXTERIOR I MITERED FRAME WRH INTERIOR �,A '. V
�ANELDS �`j I AND EXTERIOR FRAME WELDS .• OF •:��(/�
FLANGE FRAME (SHOWN)OR CORNER KEYS AT a (SHOWN)OR CORNER KEYSAT •'•.:c(OR10P.•�G�
30 SCREW BOSSES.SEALANT AT ALL CORNERS 1Nf 1Nl SCREW BOSSES.SEALANTATALL CORNERS �'�s`S�ONAt
LGN14Ih(Lt.
P.E.p 58705