HomeMy WebLinkAboutProduct Approval M IAM I•DADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy
PGT Industries,Inc.
1,070 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(AHD).
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 -
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 land 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.
CDADECOUNTY Expiration Date: February 19,2024 `
Approval Date: August 23,2018
g't, Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I. , EVIDENCE SUBNIITTED..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,
i a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasee'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 FSC,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 er z,Y.E.
Product Control aiqiner
NOA No.18- 30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-1
f .
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(1017), 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. MATE_RIAL 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
1 "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 II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers -Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property- Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Manuel Pere , .E.
Product Control E a ner
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.'i STATEMENTS
Statement letter of conformance to FBC Stn 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,RE
4. Proposal,No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda,P.E.
5. Laboratory compliance letter for Test ReportNo. 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.i 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 ExkmjAer
NOA No.18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-3
v
PGT Industries.Inca
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 FSC, 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)
& 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.
7/08/19:2. 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 FSC 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
Product Control Exa i
NOA No.18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-4
GENERAL NOTES:SERIES PW7720A '
IMPACT-RESISTANT FIXED WINDOW I DESIGN PRESSURE RATING IMPACT RATING
- ---"'"--- -- -'-`--------- - VARIES, - LARGE 8 SMALL MISSILE
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH SEE SHEETS 2-5 IMPACT RESISTANCE - - -THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE
HIGH VELOCITY HURRICANE ZONE(HVHZ). 49°TIP-TO-TIP WIDTH _
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48"BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH
DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-1/4"VISIBLE
IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH 45-1/4°VISIBLE 45-1/4°VISIBLE PRODUCC REVISED
LIGHT WH LI
IDTGHT WIDTH as complying with the Florida
3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY --� 6-1/2"MAX. � 6"MAX. F,SHEET B 2" Building Code ` C"
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS B,SHEETS D,SHEET7 - - H SHEET �' Aoceplance No
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 Expiration Do:c � .
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER All
By
ANCHOR TYPE. Miami ade Product Co
4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED A I 96' CE,E,SHEET 8 I EG
1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS . SHEETS A BUCK SHEET 7 96, G,SHEET 9 E. JR-03/16118-UPDATED
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X I HEIGHTI BUCK I .. VALUES AND SIZES FOR
ARE 1=112"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL _______ _ _______ ,`o_ GLASS TYPES 5$.
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. r HEIGHT
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 93-114° I 93-114° p SERIES NAME CHANGE TO
THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 12"MAX• / VISIBLE 12"MAX. / 93-114" / VISIBLE 7720A FROM 720.
O.C. LIGHT O.C. VISIBLE LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL i HEIGHT 97• i LIGHT HEIGHT i HEIGHT
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. gg^ z M Y p
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TIP-TO BUCK 7 z a to
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I TIP I 5"MAX. T I HEIGHT R 3:
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT O.C. p O
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE I I I } a1o0 O o
SCOPE OF THESE INSTRUCTIONS. 1 1 U' N z d' N
6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 1 I .1 ' I O o i< Z ? r
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS I fT I Z LL cc tt� J uoorp
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY L-� �� 12"MAX O C 6" J L-.D—^� f� 12•MAX.O.C. F,H =W W
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-172"MAK B MAX. 2"MAX. U U d 0¢
IMPOSED ON THEM BY THE WINDOW. 5°MAX'O.C. F_Z 'w p ON
7>DESIGN PRESSURES: TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME o LL,
Z Z oma
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLETEST ELEVATION ELEVATION ELEVATION no Z 0 O' O
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. c- LL
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,MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK F W
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ® f0 ea 1aa45
GENERAL NOTES........................1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ry z In
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. F Z
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS.......................2-5 O O
PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES..................2-5 12"O.C. If—WIDTH�I I--WIDTH-+i )WIDTH�j �WIDTH-�I Q Z Z atoa5
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,FLANGE.............6 MAX. / I——— ——-� T , T r -� -j-T- 1 O S Q
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION,EQUAL-LEG.......7 / I I r- I T I I � I . 0 p W n
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION,INT.FIN A...........B t' W Z
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION,INT.FIN B...........9 / �/ 0I. I w '�j w v LU W
FOR CORROSION RESISTANCE. CORNERASSEMBLY...................10 r
EXTRUSION PROFILES................I A x l I x1 I x`` I I x I I LL C7 d
9)REFERENCES:TEST REPORTS FTL-3835,3850,7212 8 18-7763;ELCO PARTS LIST...................................10 1 1 L J L— J a11,1asa0 saua5
ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AFBPA NDS
L
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. I'-----WIDTHS WIDTH•�{ I--WIDTH—I I--WIDTH+{ ��11
TABLE 1: — — �� NY LYNN
10)THE 7720A SERIES WAS FORMERLY CALLED THE 7201820 SERIES. T4Pe Descdptlon Sheet = =0-111 ���'�:•• VICENSF CODES!STANDARDS USED: 1 7116'Laml 18'An-.090'PVB-3118'HS 2 ww wGl No.58705•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 2 7/16"Laml 3116"HS-.09D"PVB-3116"HS 3- x3 1-1116'Laml.IG(3116"T-7116'Air-3116"An-.090"PVB-3116'HS 2 : L �L J
•ASTM E1300-09 -"fl=
•ANSIIAFBPA NDS-201ct
5 FOR WOOD CONSTRUCTION 4 1-1/16°Lams.IG 3118"T-7116'Air-3116"HS-.090'PVB-3116'HS 3 �, •:-4
•ALUMINUM DESIGN MANUAL,ADM-2015 5 7116'Laml 16"An-.090"SG-3118'An 4 �� WIDTH--�� WIDTH—{ WIDTH; WIDTH �0 .•..fTTE F ((/ ,
•ALU S100-12 8 7116'Lams 3116'HS-.090"SG-3116'HS 5 r ——— ——- �(' — T — r——— ;, '•.!D<ORIDP,.•'`\��
•AISC 360-10 7 1-1116"Lama.IG(3116"T-7/16"Air-3116"An-.090"SG-3116'An 4 I•� r- ��ss '••• `G�`
8 I-1118"Leml.IG 3/16"T-711®'Air-3118'HS-.090'SG-3118'HS 5 .d/ W I W I �� I �NALtE���`
THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT-LB "SG"_"KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA INC. x f/ = I Ei I I x
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF -PVB'_"KURARAY TROSIFOL®PVB INTERLAYER'BY KURARAY AMERICA,INC. L •1 1 A LYNN MILLER,RE
ANSI Z97.1 WHEN USING GLASS TYPES 6 OR B. i P.E.tt 56705
TABLE 2:
Window Design Pressure(+!-,psf)for Glass Type 1
Lon Bide,lip m 7i n 7116"LAMINATED
68-718 '73 77 81 85 89 93 97 101 105 110-1/2 GLASS STACK
31 +/-60 +/-80 +1-80 +/•80 +/-80 +/-80 +1-80 +/-80 +/-80 N-80 +/-80
33 +1-80 +/-80 - +1A0 +1-80 +/-80 +/-BO +1-80 +/-80 +/-80 +/-80 +/-80 .090"PVB INTERLAYER
35 +/_80 +/_80 +1-80 +1-80 +/-80 +1-80 +fAO +/-80 +1-80 +1-79.8 +/-79.4 3116"HEAT STRENGTHENED GLASS
37 +1-80 +1.80 +/-80 +/-80 +/•80 +/-80 +1-79.7 +/-77.2 +1-75.1 +1-73.4 +/-72.2 3116"ANNEALED GLASS
39 +1-80 +1-80 +!$0 +/-80 +/-80 +/-78.1 +/-75.2 +1.72.5 +1-70.3 +1-68.5 +1-66.3 PRODUCTR£VISED
41 +/-80 +1-80 +/50 0-79.8 +!•77.2 «l-74.3 +/-71.3 +1-67.9 +1-65.1 +1-63.4 +1-61.6 4 11 - B romplyi�Stith fhc Flmidn
-` 43 +1-80 +1.80 +1_80 +1-77.4 +1-74.3 +1-71.3 +/-68.2 +/-64.7 +151.6 sf-59.8 +1-58.2 Building Code
.05
45 +/-80 +1-80 +/-78.9 +1-75.4 +/-721 +/-68.9 +/-65.6 +/-62.2 +/59.7 +/-57.5 .4ccep'i No
F Expiretion DateMI-.'Di
,
$ 47 +1-80 +1-80 +/-77.2 +/•73.6 .+1-70.1 +/-66.8 +/-63.5 +1.60.3 +157.7 518" �- LONG SIDE
F 49 +1-80 P-P77.5
+/-75.6 +/-71.9 +158.3 +1-64.9 +/.61.5' +/58.2 GLASS BITE By
m 51 +/50 +/-74.1 +/-70.3 +/-66.7 +l-63.1 +/-59.7 13 :viiac�i e Pr
y 53 «!_79.1 +1-72.4 +l-68.8 +155.1 +l-61.5 �j .NO CHANGES THIS SHEET.
55 +/-77.4 +1-70.5 +1-67.3 +1.83.5 SHORT �/
57 +f-75.8 +f-68.6 +1-65.3 EXTERIOR 20 13SIDEii59 +f-74.2 +/56.861 +/-72.7 +/55 63 +/_71.21 GLASS TYPE 165 +/59.7 �~ LONG SIDE
67 +/-68.3 T
68-718 +157 ! 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 W 9 rq a
THE TABLE TO DETERMINE THE WINDOW SIZE. SIDE Y� > 'n
2)FOR SIZES NOT SHOWN,.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. w c O r
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS ❑to 1n Q
COMPLETELY FITWITHIN. 0
N z alo0 N
TABLE DIMENSIONS MAY BE OJ m W
TABLE 3: HORIZONTALLY AS SHOWN.ORIENTED VERTICALLY OR Z LL � uj
i J umo�0
Window Design Pressure(+/-,psf)for Glass Type 3 w U m ®j 0 oN
Lon Side,Ti to TI In Z v a '5 9M0
88.718 73 77 81 85 89 93 97 101 105 110-112 1-.1116"NOM. O
U.1
31 +l-80 +1-80 +15 &1 0 +l- +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +1.80 GLASS STACK 7116"LAMINATED �j n 0 O
GLASS STACK y/ Z 0 0
0
33 +1-80 +1-80 +150 +/-80 +1-80 +/-80 +/•60 +1-80 +1-80 4-80 +1.80LL
LU LL
3118"HEAT
35 +1-80 +1-80 +150 +/-80 +/-80 +/-g0 +/-50 +1-80 +1-80 +/-BO +/-80 STRENGTHENED GLASS m
37 H-80 +/-80 +1-80 +/-80 +/•80 +/-80 +/-80 +/-80 +/-80 +1-80 .+1-80 3116"TEMPERED GLASS Q ¢ N
39 +1-80 +/.80 +150 +/-80 +/-80 +/-80 +1-60 +/-60 +1-79.4 +r-76.4 +/-74.3 3116"ANNF1tLED GLASS
^ 7/16"AIR SPACE. SHORTLo
rn co W IaaVS
41 +/-80 +/-80 +/-00 +/-80 +1-80 +1-80 +Am +/-76.7 +/-73.5 +/-70.9 +f59 .090,PVB SIDE 43 +/-80 +/-80 +150 +1-80 +/80 +/-80 +/-77 +/-73.1 +159.6 +/-66.9 +/-65.2. INTERLAYER
45 +/-90 +1-80 +/-80 +1-80 +/.80 +f-77.8 r1-74.1 +/-70.3 +/57.5 +/-63.9 0 CD z
047 +/-80 +1-80 +/-80 +1-80 +1-79.2 +l-75.4 +1-71.7 +/58.1. +/-85.1 049 +/-80 +/-80 +1.80 +/-80 +1-77.2 +1-73.3 +159.5 +/-6$.8 5 QEf Z51 +/-60 +1-80 +/-80 +1-78.4 +1-75.3 +1-71.3 r/-67.5 GLASS BITE O y a Om 53 +/•B0 +1-80 +150 +1.77.7 +/-73.5 +1-69.555 +/_80 +/-80 +/-79.6 +/-76 +1-71.8 1-3 LONGK ❑ C7
+/-80 +/-80 +/-77.5 +/-73.8 SIDEU X_ co
w EXTERIOR
Sg +/-BO +1-79:4 +l-75.4 � ❑
61 +/-80 +1-77.6 +1-73.5 G] 754 21 13 aglasa0 saua5
63 +/-80 -/-75.8
67 «rae.z +/-7a GLASS TYPE 3 SHORT `�� Gp1Y1LYNN,4, '.
68.718 +1-74.9 SIDE 't�`.•'LtCEN$F'•.�(
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP•T0.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. =-U
:p��•.• ST /0lF ((/�Z
••.FCORIOP;.•'• >
�!'
ZONAL
'//lilt
1%%
A LYNN MILLER,RE
P.EK 58705
TABLE 4:
Window Design Pressure psf)for Glass Types 2&4
Lonn Side Tip to Ti (in).
68-7/8-1 73 77 81 85 89 93 97 101 105 110-1/2 113 117 . 121 125 129 - 133 137 141 145
31 +/.80 +1-80 +/-80 +1.80 +1-80 +/-80 +/-80 +/-80 +1-80 +/.80 +/-80 - +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80
33 +/-80 +/-BO +/-80 +1.80 +/-80 +/-80 +/-BO +/-BO +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-BO +/-80 +1-80 +/-80 +/-80 +1-80
35 +/-80 +1-80 +1-80 0-80 +1-80 +/-80 +/-80 +l-8D +/-80 +l-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1.80 PRODUCTREVISED
37 +/-80 +1.80 +/-80 +1.80 +/-80 +/.80 +/-8D +/-80 +0.80 +/-80 +1-80 +1-80 +/-80 +1.80 +1-80 +/-60 m cmnplyinacViM 0w Flmids
Baitai,:acnae 4b`8t°
39 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 +l-BD +l-80 +/-80 +1.80 +1-80 +/-80 +/-80� +/-80 Acceptance I•b 1 L�b
41 +/-80 +l-80 +/-80 +/-80 +1.80 +/-80 +/-80 41-80 +/.80 +1-80- +l-80 +1•80 pyation p.:te
43 +/-80 +I-BO +/-80 +1-80 +1-80 +/-80 0-80 +1-80 +/-BO +/-60 +/-80
F 45 +l-80 +/-80 +l-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 .+/-80
.
2 47 +/-80 +/-60 +/-80 +/-80 +/-80 +l-80 +1-80 +/-80 +/-80
49 +l-80 +1-80 +/-80 +/-80 +1.80 +1-80 +/-80 +/-80
m 51 +l-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80
y 53 +l-80 +/-80 +1-80 +/-80 +1-60 +l-79.1 NO CHANGES THIS SHEET.
55 +/-80 +/-90 +1-80 +1-80 +/-78.6 `
57 +l-80 +/-80 +/-80 +/-79.1
59 +/-80 +I-80 +1.80
61 +l-80 +/-80 +/-79.3
63 +/-80 +1-80 .
65 +/-BO +1-80
67 1 +/-80 mLU
Y ❑
6&718 1 +/-80 > ui a nay
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP.DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 0
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. .. ❑ 0
3)FOR ARCHITECTURAL WINDOWS- THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. >-N i =,., O O 4
_m U)LU
n
• O J Oa V J Z 8 ❑
Z W .-a �
= o� W u
Wed ®� ❑
• W- � �� ❑ --on
ma
1-1/16"NOM. TABLE DIMENSIONS MAY BE > Z 'o
GLASS STACK 7/16"LAMINATED ORIENTED VERTICALLY OR o 0. O N
7116"LAMINATED L� - .-Z o to
GLASS STACK I- GLASS STACK HORIZONTALLY AS SHOWN. u r J O
3/16'HEAT STRENGTHENED GLASS LONG S m
.090"PVB INTERLAYER 3116"TEMPERED GLASS SIDE
3116"HEAT 3116°HEAT STRENGTHENED GLASS �- LONG SIDE / W
3116°HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16°AIR SPACE-___* .090"PVB INTERLAYER ® a, 1aa45
4 11 11 SHORT to
0 W Z
SIDE UJ Z
5 y � SHORT Q Z (X.
L at<
518 518° J- SIDE Q a
GLASS BRE GLASS BITE ' moi Z
1� 1-3 W ❑ 0 e
X W 5
EXTERIOR EXTERIOR F� LONG SIDE -� - LL ❑ d
20 13 a s1e 21 13 "� 'uri •asa0 sauces
GLASS TYPE 2GLASS TYPE 4 SHORT _ LONG `\1111 111111
SIDE SIDE
ONy LYNN
........ 2j
.\.\CENSF'•�C� .
No.58705 '
® - SHORT I - _-
SIDE f �1 tO!F �
AT
.,�/,ZON1 AL S\\`�
A.LY111 UILLER`RE
REA 58705
TABLE 5:
-- - Window Design Pressure(41,psf)for Glass Type 5
Long Side,TI b'n in __7116"LAMINATED
68-7/8 73 77 7&3/4 81 85 89 83 97 101 105 109 110.112 GLASS STACK
37 +901-130 «90'-127.5 +901-123.5 +90/-121.7 +90/-119.8 +90/•118.5 +90/-113.5 +901-111 +901-108.5 +901-106.3 +80/-104.5 +90/404.5 +60/-104.5
39 +901-126.1 +901-120 +901-114.5 +901-1129 +901-111 +901-107.5 +90/-104.5 +901-101.7 +901-99.5 +901-97.7. +901-98.1 +90/44.8 +801.94.1 JG-S
NTERLAYER
41 +901.120.1 +90%113.5 +901-107.3 +901-105.2 +901-103 +90/-100.5 +901.97.8 +901-94.9 +90%92 +/-89.6 +1-88 +/-88.5 +/-88 '
43 +901-114.4 +90'-107.5 +901-1025 +901-100.7 +90x-98.8 +90/-85.2 +90/-922 +1-89.1 +/-85.8 +/-83 +1•81.4 H-80.4 +/-80.1 NNEALED GLASS
45 +W-106.7 +901-102.5'+90/-98.8 +801-97.1 +901.94.8 +901-91 +1-07.3 '+1-84.1 +1-81.7 +1-79.7 0-77.8 +1-78.1 +1-75.8 3/16"ANNEALE
47 +901-104.4 +901-99.8 +90%85.7 +901.93.9 +901-91.6 +1-87.5 +/-83.6 +1-81 +1-7609 +1-78.7 +/-74.7 +1-72.7 +/-72 PRS-T�S�
-�- 49 +901-101.1 +901-87 +90%92.8 +901-90.8 «/•88.5 +1-84.3 +/-81.2 H-79.5 +1-78.1 +/•73.9 +-71.7 +/-89.6 +/68.9 4 ns mnpi� hh��e
I -51 +901-98.1 +901.94.1 +901-90.1 +168.2 +1-85.7 +1-82 +/-79.1 +/-76.3 +/-73.8 +1-71.2 +1•88.9 +/-68.8 +/-85.9 Bedding��,49��39"^C
E 53 +BOI-85.3 +901-91.1 +/-87.4 +/-85.6 +1-83.3 +/.80 +/-77 +/-74.1 +1-71.3 +/66.7 +168.3 +/-64 +163.2 Aoccll✓or 110
55 +60/-82.5 +/-88.2 +/-84.3 «/-829 +/•81.4 +/-78.1 +1-74.9 +/-71.9 +168.1 +168.4 +163.9 +161.8 +161.2 ^ E%pk dm Dam
67 +1-89.8 +1-85.3 +/-81.8 «160.8 +1-79 +1.78.2 +f-73 +/-89.9 +168.9 +164.1 +161.9 +160.1 BITE -•f- LONG SIDEBX59 +167.1 +/-828 +1-79.7 +/-78.4 +1-76.8 H-74 +/-71.1 +/-67.9 +/-64.8 +/622 +1-80.3 y1 +164.6 +/-80.8 +1-77.6 +1.76.2 +1-74.6 +1-71.7 +/-69 +/-65.8 +/628 +1-60.81-2TMi edeP ct CmMt0
63' +/-82.5 +/•78.9 +/-74.8 +/-73.2 N-71A +/68.4 +/65.5 +1-82.9 +160.9 � }65 +/-80.7 +/-77 +/-73.6 +1-722 +1-70.4 +167.3 +/-84.4 +/-62 E7CTERIORSHORT67 +/-79 +/-75.3 +/-71.7 +1.70.2 +1,88.4 +/65.2 +1624 SIDE JR-03SAN -UPDATED
8&7/8 +/-77.3 +1-73.6 +/-70 +168.5 +!•66.6 +163.3 +161.1 VALUES AND SIZES.
73 +1-73.8 +/•70.2 +168.5 +/64.8 +1629 +/60.6
77 +/-70 +/6a.5 +1.63.2 +161.9GLASS TYPE 5
7&3/4 +/_88.5 H64.8 +/-81.9 +160.9 '
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 -+I
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 Y ❑
COMPLETELY FIT WITHIN. - SHORT ,f/ W ?
SIDE Y/ > N
U N o e 8180 W N
rA r.-
TABLE DIMENSIONS MAY BE t� w r
TABLE 6: J o y Z 3
ORIENTED VERTICALLY OR O o ^ uMea ❑
Window Design Pressure(+!•,psf)for Glass Type 7 HORIZONTALLY AS SHOWN. =LL_ro S W
Long Side in U U d gLU Go
O
68-7/8 73 T7 78-3/4 81 as a9 93 97 101 105 109 110-1/2 I-Z a eN
..
31 +901-130 +901-130 +90/-730 +901-130 +807-130 +901-130 +901-130 +00/-130 +901-130 +801.130 +901.130 +901-130 +901-130 1-1116"NOM. W0'010
STACK O
33 +901.130 +901-130 +90%130 +901-130 +801130 +901-130 +91-130 +901-130 +901-130 +801-130 +901.130 +90.130 +901-130 7/6AMIAEK
r,> W O M O
35 +901.130 +901.130 +801.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 GLASS STACK 9� -Z op x13
LL
37 +901-130 +901-130 +g01-130 +94-130 +801-130 +901-130 +801-128.3 +80%125.4 +90%1228 +901.120.1 +901-118.1 +90%118.1 +901.118.1 U ~ J ❑
39' +90/•130 +901-130 +901.129.4 +901.127.5 +90/•125.4 +901-121.5 +901-118.1 +901.114.9 +901-1126 +901-110.4 +901-108.6 +90/-108.9 +901-106.3 3/16"TEMPERED GLASS 3/16"ANNEALED GLASS m V
41 +901-130 +901-128.3 +801-121.2 +901-118.9 +801-116.4 +801-113.6 +901-110.5 +801-107.2 +90/•103.8 +901.101.3 +130/-g9A +901-87.7 +901.97.1 3/16"ANNEALED GLASS Q
43 «gp/-129.J +901-721.5 +901-115.8 «901-113.8 +801-111.4 +801.107.5 +901-104.2 +801100.8 +901-97 +801.93.8 +901.92 +901-80.11 +901-90.5 F f-
45 +901-122.9 +901-115.8 +901-111.8 +80/-109.7 +901-107.3 +901-102.8 +901-98.7 +901-95 +901-923 +901-90.1 +1.87.9 +801-05.9 +80165.4 7/16"AIRSPACE .090-SG INTERLAYER SHORT �i rA LU IaavS
47 +901-118 +9d-1127 +901-108.1 +801-106.1 +901-103.5 +801.88.8 «901-94.4 +901-915 +1-89.1 +168.7. +80/-84.4 +801-82.1 +80161.3 'I SIDE ® Z It
•' 49 +907-114.2 +901-109.8 +90/-104.8 +901-102.7 +90/-100 +901-95.3 +901-91.8 +/68.7 +/-86 +801.83.5 +801-81 +/-78.7 +/-77.8 11 co F
51 +90!•110.8 +90%108.3 +901-101.8 +901.99.8 +911/-98.9 +901-92.7 +/-89.3 +/-86.2 +80/63.2 +801-BD.5 +/-77.9 +/•75.4 +1-74.5 co Z
O 53 +901-107.7 +901-1029 +901-9B.7 +901-96.7- +801.94.1 +901.90.4 +/.87 +B01-&?.7 +80160.6 H-77.7 +1-74.8 +1.723 +1-71.4 ❑
LU
55 +901-104.5 +901-905 +901-95.3 +91V-917 +901-91.9 +/-88.3 +80/64.8 +801-81.3 +1-78.1 +/•75.1 +1-722 /69.8 +169.1 5 Q ❑ Ir
aloa5
,q 67 +901-101.5 +901-98.4 +901-925 +901-91 +1-89.3 +801.88.1 +80162.4 +1-78.9 +1.75.6 H-72.5 +169.9 +167.9 SS I>_ ? D. Q
59 +901-88.5 -+801-93.5 +f-90 +1•88.5 +801-88.8 +801.83.8 +801-80.3 +/-78.7 +/-73.3 +1-70.3 +/•88.2 GLASS BITE O ?y O
61 +80/-85.8 +80/•81.3 01.87.7 +80/•88.2 +80!•84.3' +80!•81 +l-77.9 +1-74.5 +/-71 .16e,7 LONG ~ Z
63 +90/-922 +1-88.1 +811/-84.3 +801.82.7 +801-80.7 +1-77.3 +/•74 +/.71 +/-68.8 1_2 SIDE uj W
65 +901-91.2 +/-137 +801-83.2 +8d-61.8 +/-78.8 +/-78.1 +/-72.8 1-70 O X W
67 +/69.3 +801.85 +1301-81 +1-79.4 +1-77.3 +1-73.7 +/.70.5 EXTERIOR LL ❑ a
6&718 +/-87.3 880/-832 +/-79.1 N-77.4 .H-75.2 «1-71.8 N-fig C I �rM
13 apt 'asa0 saua5
73 +801-83.2 +f-78.4 H-75.1 +/-73.2 +f-71 +/-68.4 v'
77 +1-79.1 +/_75.1 +1_71.4 +1-6909 GLASS TYPE 7
7&314 +1-77.4 +/-73.2 +1•88.8 +168.8 I I I I I I I I I1`11111111/!//,
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1FROM THE TIP-TO-TIP DIMENSION IN THE SHORT y
TABLE TO DETERMINE THE WINDOW SIZE. SIDE �� O,.•••••••LYN/V#'//
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ` '��;•''1,IGENSF'•
3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS Q-;• •.
COMPLETELY FIT WITHIN. Ne.58705
ORID
i n�'•.
S;ONAL11 EN
A LYNrJIALLER,P.E.
P.E./i 58705
I
i
TABLE 7'
Miss
__. _ - _-.__ _
Window Design Pressure +/-, -
9 ( psf)for Glass Types 6 8 8
Long Side,Tip to Tip(In)
613-718 73 77 78-314 81 85 89 93 97 101 105 109 110.1/2 113 117 121 125 129 137 145
31 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90%130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 1 +901-130 +901-130 +901-130 1 +901-130
33 +901-130 +9N-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901430 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +9D1-130 +901-130 +9d-130 +gp/-130
35 +901-130 +90/-130 +9N-130 +901-130 +901-130 +90%130 +901-130 +901-130 +901-130 +901-130 +901430 +901-130 +901-130 +90/-130 '+901-130 +901-130 +901-130 +901-130 +801-110 +BOI-110 PRODUCTREVISW
37 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-13D +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90%130 +901-130 +901-130 +90/-130 +901-13D +BO/-110 +801-110 as oomplyitg with the Florida
39 +90%130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90f-13D +901-130 +90%130 +901-130 +901-130 .+801-110 +801-110 +BOl-110 +801-110 Building Code
41 +90%130 +901-130 +90l-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +80/-110. +80/-110 +801-110 +801-110 +60l-110 +8Df-110 Aomptence No 18"
43 +901-130 +901-130 +901.130 +90%130 +901-130 +901-130 +901-130 '+901-130 +901-130 +901-130 +90/-130 +90'-130 +901-130 +80%110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80'-110 Expindion Drec
45 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +80/-110 +80%110 +801-110 +801-110 +801-110 +801-110 +801-110 +80%110
F 47 +90%130 +901-130 +901-130 +901-130 +901-130 +901-130 +90%130 +90/-130 +901-130 +901-130 +80%110 +801-110 +801-110 +801-110 +601-110 +801-110 +801A10 +801-110 BY
PwddIt
49 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90%130 +901-130 +901-130 +801-110 +801-110 +801-110 +80-110 +601-110 +801-110 +801-110 +801-110
51 +90-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 89.4/-128. +801-110. +801-110 +80%110 +80-110 +801-110 +80/-110 +801-110 +801-110
F 53 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 88.81-128.1 +80/-110 +801.110 +801-110 +80%110 +801-110 +80%110 +801-110 +801-110 JR-03/16/18-UPDATED
$' 55 +901-130 +901-130 +901-130 +901-130 +901-130 +88.81.128.1 +60%110 +801-110 +801-11D +80/-110 +801-110 +801-110 +801-110 +BOW-110 ., VALUES AND SIZES.
h 57 +901-130 +901.130 +901-130 +901-130 +89,4/-129 +801-110 +801-110 +801-110 +801-110 +B01-110 +801-110 +801-110
m59 +gp1-130 +901-130 +9W-130 89.51-129.1 +801-110 +801-110 +801-110 +801-110 +601-110 +801-110 +8D/-110 -
61 +901-130 +901-130 89.61-129. +801410 +80%110 +801-110 +BOW-110 +801-110 +801-110 +80/-110
63 +901-130 +90/-130 +80'-110 +80/410 +801-110 +801-110 +801-110 +801-110 +801-110
65 +901-130 +90'-130 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110
67 +90/-130 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110
68.718 +90-130 +80-110 +801-110 +BO/-110 +80%110 +801-110 +BO)-110
73 +801-110 +80/-110 +80l-110 +80/-110 +801-110 1 +801-110 W ? Y
77 1 +801-110 1 +80/-110 +801-110 1 +801-110 1 1 _>
78.3/4 +801-110 1 +801-110 +801-110 1 +801-110 1 1 1 1 1 of w
? 0
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. - to Q
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. (}7 r- u°-1 aJa0 0 N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. .Q m a z W ' n
LU J O m Z g d
Z LL C) n J -.0
g S2 W
50 6 ®m 9
F Z Go !a Z) oN
MG
TABLE DIMENSIONS MAYBE ^> Z Oo
ORIENTED VERTICALLY OR
1-1116"NOM. HORIZONTALLY AS SHOWN. Z `� W LL
7116"LAMINATED GLASS STACK �J 7116"LAMINATED LONG m O t
GLASS STACK I GLASS STACK SIDE ¢ Q
3118'HEAT STRENGTHENED GLASS �'—
LONG SIDE ,�/ as F F- I
.090"SG INTERLAYER 3/16'TEMPERED GLASS f�/ m (n W laav5
3116"HEAT 3116"HEAT STRENGTHENED GLASS ® �' Z
STRENGTHENED GLASS 7116"AIRSPACE = to
3/16"HEAT STRENGTHENED GLASS .090"SG INTERLAYER SHORT 03 l-
0 SIDELu
4 11 11 + _ I SHORT < Zs IY IIIs
5 'l SIDE p ' Z Qo
518" 518" K O h
GLASS SITE GLASS BITE L T v X W SSSC
1-2 1-2 I` LONG SIDE �-� } LL a d
T-
20
I agll �sa0 saua5.
EXTERIOR � EXTERIOR !
20 13 a 5-78 21 13 SHORT LONG A````NY LYNN/'''',,
SIDE SIDE �,....YN
GLASS TYPE 6 GLASS TYPE 8 L �•'LICENSE'•.�(���
No.58705 *'
SHORT
SIDE %�0, S A OF. ;•((,�`
S'
��NAL I0N•`•
A.LYNN MILLER,P.E.P.E.#58705
TYP.ANCHORTYPE,
2X WOOD BUCKSTRIP EDGEEMBEDMENT AND EDGE INSTALLATION -- --" ---"' '--"- - - -- - INSTALLATION
OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE O TYPE B -' EMBEDMENT --' --- - ---
NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET
EMBEDMENT IX WOOD BUCKSTRIP,1/4� a
INSTALLATION SEE NOTE 2,THIS SHEET
SHIM
MAX
TYPE A EMBEDMENT T SHIM -
I 11 ° TY EDGE
DISTANCE
TYPE, R BEDMENT SUBSTRATE D EDGE
1J-1L EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCT REVISED
EDGE SEE TABLE 8,THIS SHEET as�,plyipe with tho Florida
DISTANCE 6 A�1aoa�tmc WbAS
1/4"MAX - Eapimh .
1 SHIM 1
By
12 USED FOR ALL ° NO CHANGES THIS SHEET.
SIDES OF •°
8 ARCHITECTURAL •• 11
SHAPES @ 11-7/8" EXTERIOR
29 O.C.MAX. °• ''
CONCRETE/CMU I '5 °
PERANCHOR VISIBLE LIGHT WIDTH= _ I
REQUIREMENT WINDOW BUCK WIDTH-2-314"
WINDOW BUCK WIDTH CONCRETE/CMU z
PERANCHOR � ,/ m^_NWINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH BUCK REQUIREMENT
`L
'^a21
HEIGHT 7 INSTALLATION HORIZONTAL SECTION A-A ^ ,oa o 0
TIP-TO-TIP METHOD D TABLE 8: O A W W a
WINDOW 1/4° Min.Edge Mau O.C. 'O o a m LU �e f'
HEIGHT VISIBLE MAX. Anchor Substrate Distance Min.Embedrrent S cin Z LL , a W a.o,0 2
LIGHT SHIM
HEIGHT= Southern Pine SG0.55 9116" 1-318" 12' 0 W
WINDOW #12 or#14410 SS Screw Aluminum fi063-T5 min. 3l8° 0.063"• 1ST W 2 00 ®�
BUCK A36 Steel 3I8" 0.063"• 12' H Z a a •eN
9 ca (9 om0
I S min 318" 0.045" 1B Ga 17' o rc Z o
HEIGHT• EXTERIOR Southern Pine SG=0.5 9/16" 1-3/B" 17' p m o p
2-314°
STEEL SELF-DRILLING #12 or#14 Steel Screw(G5) AWminu 6063.75 min. 3/B" 0.063"• 12" `-Z" F- LL
Y' A36 Steel 3/8" WWI • 12' g 0
MS(G5),SEE TABLE Steel Stud Gr.33 min. 318" 0.046'(18 Ga' 12' -0 Z
8,THIS SHEET Un routed CMU, ASTM G90 2-112' 1-1/4" 12'
114'410 SS CreteFlex `c F- taays
MIAMI-DADE APPROVED MULLION(SEE Concrete(min.3.35 ksi) 1" 1-3/4" 12" ® rn co
SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete ruin.2.85 ksi 1" 1-314'. 17, U)
OR STEEL STUD.SEE SUBSTRATE 1/4"Steel Ultracon Concrete min.2.85 ksi) 2-1/2" 1-318" 12". O
21 PROPERTIES,TABLE B,THIS SHEET r M ASTM G 2-1/2' 1-1/4" 12" Z
6 Concrete min.3.5 ksi) 1-1/4" 1-3/4• 12"
5/1(i Steel Ultrawn LL Z Z araa5 i
Grouted CMU ASTM G9D 2-112' 1-314" 12' O W o
5 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (� N
�1/4"MAX SHIM 'UNGROUTED CMU"VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS.. w W a C
ALL HEAD TYPES APPLICABLE. U X J 5
LL LL d
------{{{--- INSTALLATION NOTES: an!1 'asap sauag l
} 1X WOOD BUCKSTRIP,
I SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND
T CONCRETE PER EDGE DISTANCE LIMITS. LYNN��(
EMBEDMENT
ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEEP AS'1X",ARE BUCKS WHOSE TOTAL MaOdal Min.Fr Min.F. LICENSE (�
• M1 REQUIREMENT THICKNESS IS LESS THAN 1.112°.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Steel Screw 92 ksi 120 ksi No.58705
BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 410 Screw 90 ksi 110 ksi
"2X"
ARE 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OFt7co �� 155 ksi 177161 _ :W
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
INSTALLATION EDGE TYP.ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS ElcoCreteFla� 127.4 ksi189.7 ksip •,
DISTANCEAND EDGE DISTANCE PER 6083-75 Alurrunum 18 ksi 22 ksi 'tO•• ST TE •((/
T'
TYPE SUBSTRATE,SEETABLE 8,THISSHEET 3.FORATTACHMENTTO METAL:THE STRUCTURAL MEMBER SHALL BEOFA A38 Steel 36 ksi 58 ksi ' •.FCORtOP.•''G\?�
VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Gr.33 Steel Skirl
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E.
P.E.#58705
TYP.ANCHOR TYPE, INSTALLATION __ _ __ INSTALLATION _
EDGE EMBEDMENTAND EDGE ----------- -
2X WOOD BUCKSTRIP DISTANCE PER SUBSTRATE, TYPE G TYPE F EMBEDMENT
OR FRAMING,SEE DISTANCE SEE TABLE 9,THIS SHEET
NOTE 2,THIS SHEET 1X W E 2,THIS TRIP,
•" °
EMBEDMENT SEE NOTE 2,THIS SHEET
1/4°MAX
INSTALLATION ~I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
EMBEDMENT EDGE
TYPE E EDGENE PER SUBSTRATE, DISTANCE PRODUCT REVISED
SEE TA -
8 SEE TABLEE9,THIS SHEEP ny camplyicg with the Florida
EDGE pudding(:ede
DISTANCE
1/4"MAX 2 �� -
2 SHIM By
• Mia:ai Prafidct -
12 USED FOR ALL 11 NO CHANGES THIS SHEET.
SIDES OF •° EXTERIOR
8 ARCHITECTURAL
EXTERIOR SHAPES Q 11-7/8' e 4 11 H
29 O.C.MAX. CONCRETE/CMU �— VISIBLE LIGHT WIDTH- 5 °
PER ANCHOR I WINDOW BUCK WIDTH•2-314" •
REQUIREMENT f� WINDOW BUCK WIDTH
WINDOWHORIZONTAL SECTION C-C CONCREEPERANCHORU > a ^�
BUCK INSTALLATION REQUIREMENT w .—
HEIGHT TYPE Har 0
TABLE 9: �}ti o alo0 O O
1/4" Min.Edge Max O.C. 0(V z m N
MAX. Anchor Substrata Distance Min.Embedment cin m a13
W
SHIM
VISIBLE Soulhem Pine SG=0.55 9/16" 1-319' 12" O_j C) w Z 'Aa O
LIGHT #12 or#14 410 SS Screw Aluninum 606&I min. 3/6' 0.063"• 12" Z t0 ^E W u.o.p
HEIGHT= _ g A36 Steel 318" 0.063"• 12" =W `— 9 rc p
WINDOW Steel Stud tr.33 min. 318" 0.045" 18 Ga 12' W U Do
WZ, �< 7 aN
BUCK Southern Plne SC--0.55 9/16" 1-318" 12" F—W u C oma
HEIGHT- EXTERIOR #12 or#14 Steel Screw GS AWnin 606375 rtin. 3l9' 0.063"• 12" > y Z p
STEEL SELF-GRILLING ( ) A:,fi Steel y9. 0.0 .• 12" o rn $ O
2-3f4' SMS(G5),SEE TABLE Steel Stud Gr.33 min. 319' 0.045"(18 Ga' 12" Z u 1— Z LL
O
9,THIS SHEET muted CMU ASTM 690 2-12" 1-1/4" 12" g O 0
1/4"410 SS CreteFlex - —1 F
MRATE NDE APPROVED MULLION(SEE Concrete min.3.35 ksi 1" 1-3/4" 12"
SEPERATE NDA),ALUMINUM,STEEL FRAMING Concrete gin.2.85 ksi 1" 1-3/4" 12" N D 1aay5 I
OR STEEL STUD.SEE SUBSTRATE 114"Steel Utraaon Concrete nin.285 ksi 2-12" 1-3/8° 17' ® m
PROPERTIES,TABLE 9,THIS SHEET Z
ouled A 690 2-12" 1-114" 12" a
21 5119'Steel UQracon Concrete min.3.5 ksi 1-114 1-314 12" Z Z
6 Grouted CMU ASTM 690 2-12" 1-3/4" 12' G Op V, oloog I
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. uLij
-
"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. O � _ o
5 ALL HEAD TYPES APPLICABLE. J N
rZ, �1/4°MAX SHIM V X j
INSTALLATION NOTES:
u- w o_
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND aNu �sa0 saua5
S WOOD 2,THIS SH EDGE DISTANCE LIMITS. /
SEE NOTE 2,THIS SHEEP Materiel Min.Fy Nin.Fu ``�`,� NY LYNA/ ���,
2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Steel Screw 92 ksI 120 ksi `� ��•,.-•••••., !L�� '
CONCRETE PER THICKNESS IS LESS THAN 1.1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN 410 Screw 90 ksi 110 ksi �"�•.•' V\CENSE'•.•
EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS Elco UtraCon® 155 ksi 177 ksi Q: •'•�
REQUIREMENT "WARE 1-12'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OFz N0.58705
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY 410 SS Elco CreteFle)O 127.4 ksi 189.7 ksi
•
AUTHORITY HAVING JURISDICTION. 6063T5 Aluninum 18 ksi 22 ksi
INSTALLATION 638 Steel 38 ksi 58 ksi •� �f ��
EDGE •TYP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE (�,33 Steel Stud 33 ksl 45 ksi ��0'- ST TETE •lV��
TYPE F DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. T
SUBSTRATE,SEE TABLE 9,THIS SHEET i� s'•.;°IORIDP;.•'•U,\=�
VERTICAL SECTION D-D 4.IFAPPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR '�,,510NAL�N���
MULLION NOA APPLIES TO WHOLE SYSTEM. /it 11 1 1 1 11 t
A.LYNN MILLER,P.E.
P.E#58705 (3
1
FIN FRAMES ARE ONLY TO BE USED
TYP.ANCHOR TYPE, -- -- -- -- - - - 2XWOODBUCKSTRIP INSTALLATION WITH GLASS TYPES I-4(PVB .INSTALLATION
EMBEDMENT AND EDGE EMBEDMENT f OR FRAMING,SEE TYPE J------" INTERLAYER),NOT TO BE USED WITH - - - TYPE K --'--- -
DISTANCE PER SUBSTR4"ON ?
NOTE 2,THIS SHEET EDGE GLASS TYPES 5-8,(SG INTERLAYER).
SEE TABLE 10,THIS SHDISTANCE 1/4"MAX EDGE DISTANCE —�-I
EDGE SHIM
INSTALLC DISTANCE k2D
2XWOODBUCKSTRIP2X WOOD TYPOR FRAMING,SEE PRODUCTREYISFD
Woo NOTE 2,THIS SHEET.ANCHOR TYPE,EMBEDMENTAND BmidmeCodeDGE DISTANCE PER SUBSTRATE, Acce atlm a SHIMAXSEE TABLE 10.THIS SHEET E anonDaJ,cSHIM8yEMBEDMENT Miami ndeProduet
3 EMBEDMENT
FOR ALL NO CHANGES THIS SHEET. i
OF
ITECTURALEXTES@11-7/B"
AX. z` ,
EXTERIOR
11 �J _
VISIBLE LIGHT WIDTH= 5 W z `U) ❑
WINDOW INSTALLATION WINDOW BUCK WIDTH-2-3/4" >BUCK y a
HEIGHT
TYPE L WINDOW BUCK WIDTH o v p ^tea
HEIGHT EXTERIOR 1/4" U Q
a MAX. HORIZONTAL SECTION E-E (9� F a °� N
VISIBLE SHIM to
0-1 o a Z .cg
0 0
UT
LIGHT = c W uMo�p
HEIGHT= 9 J U
WINDOW STEEL SELF-DRILLING W Z 5:
BUCK SMS(G5),SEE TABLE TABLE 10: I.-W 9ma
HEIGHT- 10,THIS SHEET Anchor Substrate Min•Edge Max O.C. ro> ,p Z p
2-314" Distance Spacing Z w c0i 0 O
2-1/2"x.1 13"Box Nall Southern Pine SG=0.55 5/16" 5"
MIAMI•DADE APPROVED MULLION(SEE
SEPERATE NOA),ALUMINUM,STEEL FRAMING 2-1/2"x.131"Comrnon Nail Southern Pine SG=0.55 318" 5" ,� 00
OR STEEL STUD.SEE SUBSTRATE 2-1/2"x.145"RooBn Nail Southern Pine SG=0.55 3/8" 5" F
PROPERTIES,TABLE 10,THIS SHEET Southern Pine SG=0.55 1/2" 5" ® Z Z IaaVs
#10 x 1"Steel Screw(G5)•
0.093°Alulninu 6063-75 m n. 5/16" 5° O
16"A36 Steel 5/16" 5° F Z
21 g 2X WOOD BUCKSTRIP
0.045"(111'Ga Steel Slud Gr.33 5/16" 5° 0
FFIOR FRAMINGSEE MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Z It"s
, u- Q
NOTE 2,THIS SHEET N
5
IN'MAX SHIM ❑ Z I-
L)O X LL LL 0-
Z
INSTALLATION NOTES: - � ap�l -asap sauas
INSTALLATION 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW
TYPE J Q EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE LIMITS. Materlal Mn.Fr Mn.F° �.�`�N{LYNN�t, '%,
2.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL
BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SC7a1 Screw 92 ksl 12014 \ :'�•,GENSF '•.(�
6063-75 Allminu n 16 Ike[ 22 ksi Qom; ''•,'Q
TYP.ANCHOR TYPE,EMBEDMENTA36 Steel 36 ksl 58 ksi
EMBEDMENT AND EDGE DISTANCE PER 3.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER. No.58705
SUBSTRATE,SEE TABLE 10,THIS SHEEP WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Gf.33 Steel Stud 33 ksi 45 k51
VERTICAL SECTION F-F ?p'., stAT ofLOW)
.,FSS/ONA�
A LYNN MILLER,P.E.
P.E.#5B705
EDGE DISTANCE - _ __,_,-TYP-ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED
2X WOOD BUCKSTRIP 1 EMBEDMENTAND EDGE - WITH GLASS TYPES 1.4(PVB
OR FRAMING,SEE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER),NOT TO BE USED WITH INSTALLATION _ EMBEDMENT---"-
NOTE 2,THIS SHEET SEE TABLE 11,THIS SHEET GLASS TYPES 5-8,(SG INTERLAYER). TYPE N
INSTALLATION EMBEDMENT ,
TYPE « EMBEDMENT �- 174"MAX SHIM "
2X WOOD BUCKSTRIP 1X WOOD
BUCKSTRIP,
SEE ET
PRODUCT REVISED
ND
4R FRAMING,SEE m cm*yiag WMLW FkTW
Ouitdvo8 Colla
NOTE 2,THIS SHEET Pti(�j+•
3 __L/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
SHIM EDGE DISTANCE PER SUBSTRATE, BY .
6 SEE TABLE 11,THIS SHEET Mia+m edo f',odect
12 USED FOR ALL Cmm m SIDES 4F NO CHANGES THIS SHEET.
3
6 ARCHITECTURAL EDGEDISTANCE (�
EXTERIOR SHAPES 11-718" IV! e
29 O.C.MAX.. ,• EDGE
DISTANCE
,. a
INSTALLATION
WINDOW 4 11 CPERANCHOR U j
BUCK TYPE O VISIBLE LIGHT WIDTH= 5 16 a
HEIGHT EXTERIOR 1/4" WINDOW BUCK WIDTH.2-314"
REQUIREMENT
w
SHIM WINDOW BUCK WIDTH EXTERIOR cwt N also Q�
V d Ma U.1
0 N a �+
VISIBLE- 9 HORIZONTAL SECTION G-G i,� o u,h z ,ra
LIGHT Z" C'� _j _'o
STEEL SELF-DRILLING TABLE 11: =W 82 W
WINDOW SMS(05).SEE TABLE Mn. 2 COE :3a .
BUCK 11,THIS SHEET Anchor Substrate' Edge Mn.EmbedmMaxX D.C.pEmbedment Max 'au
HEIGHT- Distance S ci W coq (0 Oma
2.314" Southern Pine SG=D.65 9/16" 1-315" 6.2" > z o
Aluminum 6083 T5 min. 3/8" 0.083"* 6.2" 0� o O
MIAMI-RADE APPROVED MULLION(SEE #12 or#14 414 SS Screw ct 0 IL
SEPER STEEL STUD.SEE SUBSTRATE NDA),ALUMINUM,STEEL FRAMING min. 3/8" 0.045" 18 Ga 'A36 Steel 318" 0.063"* 6.2
ORR S 6.2" _j 0)
PROPERTIES,TABLE 11,THIS SHEET Southern Pine SG=0.5 9116,- 1-318" 6.2"
#12 or#14 Steel Screw(G5) Aluminum 6063-T5 rrn. 318" 0.063"• 6.2"
A36 Steei318 0.063"* 1 6.2"
21 tud n. 319' 0.046'(18 Ga 6.2" Z
6 114"410 SS CreteFle cLftrouted CMU ASTM G90 2-1/T 1-114" 11.6'• < O :5 :l
Concrete min.3.35 ks9 1"' 1-3W 11.6" u z x
5 Concrete min.2.85 ksi 1" 1.314" 11.8" O 'S
�1/a"MNC sHIM 1/4"SSI tfltracGn Concrete nrin.2.85 ksi 2-1/7' 1-3t8" 11-S" W 0 Z 1-
Un routed CMU ASTM G9D 2-1/2" 1-1/4" 11.6" U X z
5/16"Steel Ultrecon' Concrete rrin.3.5 ksi 1-1/4 1-314
INSTALLATION Grouted C S G90 2-112" 1-3/4" 11.6" an'i 'o5ao 5a:,as I
TYPE N 1X WOOD BUCKSTRIP, `MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. E
SEE NOTE 2,THIS SHEET MIN.
CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ,,\\\\a�
• ALL HEAD TYPES APPLICABLE.
INSTALLATION NOTES: . Y` ' '.L N
.YNAI
\�'t \GENS
EMBEDMENT
• < 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. t2�•' �� '�
• ` Mabdal m;Fy Me.F" No.58705
• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".1X WOOD *.
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLIO'CONCRETE.WOOD BUCKS DEPICTED AS"W ARE Sbat screw 82 W 120 W
CONCRET HOR I i-12"THICK 4R GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS 4t0 Screw 901¢1 110 ksi'
PERANCHOR 1'- EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. Elco LtraC.,M 155 Its! 177 k51 �� '• SqT t�Cr/tj/l
REQUIREMENT DISTANCE 410 SS EIco CmtoFb)0 127.4 ks1 189.7 W �0� S =ti
WINDOWFRAME. 9orA36Steel 36W 558ksl
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE i
VERTICAL SECTION H-H Gr.33St551Sbe 33W 4515t
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, A LYNN MILLER,RE
RE.A 58705
TABLE 12;
Ite#m PGT Part# Descriptlon Material 2.784^ 2.784" 2.784"
.094' -+I I-•- .094" --4 -.094"--+I 1--
1 4253C Flanged Frame Alum.6063-75 .074• 062" 074^ os2^ 074" osz
2 4285 Equal-leg Frame Alum.6063•TS' �. 1.375" 1.375•
3 4256 Integral Fin Frame Alum.6063-75 t e75"
4 4255 7/16"Laml.Glass Beading Alum.6063-T5 1.000"
��4f38' Soo" .438" 5olr 438"
5 4254 I.G.Glass Beading Alum.6063-T5 500" ,050•o°°s ��'� .850�"°" T 650„„°x. PRODUCT ithOne
n
6a 4270 Installation Fastener Coker Alum,6063-T5 III 1.125° �"` A5OO1"gCode as
�- .077• Building Code
ORANGE FRAME OEgUAL-LEG FRAME
6b 4224 Installation Fastener Cover for Curves Rigid PVC OFIN FRAME *o "
8 4267 7/16"LamL Glass Beading for Curves Alum.6063-T5 I I B
.970" f-+- ,346' .970" �- 1 y„�._ yam. M mni Pm7dtt
9 4269 I.G.Beading for Canes Alum.6063-T5 � —►{ t.asr (+- ,-(, II��q
10 70589C Gasket(at 90°comer joints) Polyethylene 875 875• I I .875" 875•' i '{ NO CHANGES THIS SHEET.
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 IIII11II II IOi c
12 61308K Foam Beading Tape f-.--� .050" T 1- -.050" o5ti" f+- .050" Ilii•- -050-
13 Dow 791,699,995 or GE 7700 Backbedding Silicone O 7116•LAMI 7-1116"I.G.GLASS 68 INSTALLATION 7116"LAMI I.G.GLASS a
4 5 6a OGLASS BEADING Q BEADING
20 71652K Setting Block,Mono.3/16'x 7116"x 4" Neoprene,Duro.85+/-1 GLASS BEADING BEADING FASTENER COVER FOR CURVES FOR CURVES
Date
21 71704AK Setting Block,I.G.3116"x 1-3132"x 4" Neoprene,Duro,85+1-1
29 76X1 14FPD#6 x 1-1/4"FH SMS(Curved Beading) Stainless Steel
HOT-MELT w O
SILICONE ALUMINUM DESICCANT FILL > to Aett
30 781PCX #8 X 1"Quad PH SMS(Assembly) Stainless Steel BUTYL REINFORCEMENT POLYISOBUTYLENE w
STRUCTURAL SEAL 5116"NOM. O-' �e
SILICO
75 Kommirling Kodispace 4SG TPS
POLY
114"NOM. ins"NOM. 5/16"NOM. SILICONE }to = w Q
BUTYLENE WITH STRUCTURAL BUTYLS SEAL h o awn O o
76 Quanex Super Spacer nXr Sea this Sheet for D N
77 Cuanex Duraseal Spacer Materials DESICCANT FOAM WITH NE DESICCANT STAINLESSOSTEEL O M W rz
J O 4^va z —7a-
78 Cardinal XL Edge Spacer EXT.GLASS Q GLIA3CS NT EXT.GLASS EXT.GLASS z LL H Q van 0
INT.GLASS 0o o ®a
INT GLASS INT.GLASS INT.GLASS w^no 5o
t0 •ak
KODISPACE ® ® is p w _ �, w
SUPER SPACER ODURASEAL .OXL EDGE
75 4$G TPS 76 NXT n^ 77 SPACER 78 SPACER o z o 0 � �
v O O
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS g z o
FLANGE UAL-LEG FRAMES11� FOR FIN FRAMES h 4 1aa�5
z z
ANGLEDtCURVED 6
O
ANGLEASSEM L
I FRAME ASSEMBLY FRAMEASEMBLY < Z h
aleJs
90'CORNER I 90'CORNER w. N
I I FRAME ASSEMBLY FRAME ASSEMBLY w W :
! I o X O
t
I ( I w m a. 1
10 i 7 10 1 I all!1 '�sa0 sa,�a5 I
ALL CORNERS TO j J ALL CORNERS TO j
USE GASKET I �. USE GASKET i t`t111111111171
ANDIORSEALANT I I I t� LYN j7
1 / AND/OR SEALANT Y Ill
EXTERIOR
r„ EQUAL-LEG FRAME _ No.58705
EXTERIOR \—FLANGE FRAME - '1
/ EXTERIOR
EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR i � MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS T TE OF Ufa
FLANGE FRAME SHOWN OR CORNER KEYS AT i AND EXTERIOR FRAME WELDS %aT a P '+
(SHOWN) (SHOWN)OR CORNER KEYS AT / ..OR.. (:3Z
30 SCREW BOSSES.SEALANTATALL CORNERS () SCREW BOSSES.SEALANT AT ALL CORNERS �"',,3 0NA1- ,,�`
JC,�JL �
30 A.L'AMAIIIAM� E.
RE,#58705