HomeMy WebLinkAboutProduct Approval M1AM FILE COPY
MIA -b
MI ADE COUN'T'Y
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION RECEIVED 786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA www.miamidade.goy/economy
PGT Industries,Inc. APR 18 2019
1070 Technology Dave
North Venice,FL 34275
SCOPE: S7'. Lucie County, Permitting
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 regtihi6ments 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"SH-200"Aluminum Single Hung Window—N.Z.
APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"SH Window Installation"sheets 1
through 8 of 8,dated 05/11/11,with revision D dated 06/16/17,prepared by manufacturer,signed and sealed
by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None
LA13ELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement. "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0505.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
MIAMFDADE C(3tmTY NOA No.17-0630.02
... r o ` Expiration Date. September 01,2021
Approval Date. October 26 2017
FF J
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. ' Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0614.01)
2. Drawing No.MD-SH200-01,titled"SH Window Installation"sheets 1 through 8 of 8,
dated 05/11/11,with revision D dated 06/16/17,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of series SH-200 aluminum
single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report
No.FTL-6479,specimens 1 thru 26,dated 03/28/11, signed and sealed by Marlin D.
Brinson,P.E.
(Submitted under NOA No. 11-0614.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014)and FBC-61 Edition (2017)dated 10/12/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Anchor verification calculations and structural analysis, complying with FBC-511
Edition(2014),dated 05/22/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under NOA No. 15-0528.22)
3. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-511' Edition (2014) and FBC-61h Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
Jorge M.Plasencia,P.E.
Prodfict Control Unit Supervisor
NOA No.17-0630.02
Expiration Date: September 01,2021
Approval Date: October 26,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
G. OTHERS
1. Notice of Acceptance No. 16-0505.02,issued to PGT Industries,Inc. for their Series
"SH-200"Aluminum Single Hung Window-N.I.,approved on 06/16/16 and expiring
on 09/01/21.
Jorge M.Plasencia,P.E.
Prqduct Control Unit Supervisor
NOA No.17-0630.02
Expiration Date: September 01,2021
Approval Date: October 26,2017
E-2
GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW DESIGN PRESSURE RATING I IMPACTRATING'
VARIES, NOT RATED FOR
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 49.1/8' FOR ANCHORS IN SEE SHEETS 2 83 IMPACT RESISTANCE
CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). VISIBLE LIGHT CURVED HEAD,
SEE SHEETS. 52-1/8'BUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. _
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 4rVISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY REQUIRED IN �x uu� r 9°MAX
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5 86,SHEETS 485. STRAIGHT HEAD. B 3'MAX —D
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN 1-12-THICK A
ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO }L— _ _ 35,12•
SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.1/2'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE s-MAX.FROM VISIBLE 3
_
DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS THE CENTER OF —_
MEETING I 21- LIGHT -- VISIBLE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. RAIL i -� 7g•
MAX.O.C. / LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF j TIP-TO 6"MAX,O.C.
T
IP
SUFFICIENT LENGTH AS SPECIFIED ON TABLES 5 8 6,SHEETS 4 8 5.NARROW JOINT SEALANT IS USED ON ALL FOUR
CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR - - TA
77„HEIGHT
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND 1'HE SCOPE OF THESE BUCKINSTRUCTIONS. HEIGHT 77'e-MAX.FROM — BUCK
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH 70 THE SUBSTRATE.USE CENTER OF HEIGHTSHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO MEETINGRAILRESIST LOADS IMPOSED ON THEM BY THE WINDOW. 23'AX O.C. 1
7)DESIGN PRESSURES: B'MAX. I 1
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL.TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300.
S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND L---•—B NO ANCHORS _13
GLASS PER ASTM E1300.
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. REQUIRED IN SILL 3'MAX.
52-1/8'BUCK WIDTH 6'MAX.O.C.
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE 53-1/8•-T1P-TO-TIP WIDTM
REQUIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.
THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME TYP.FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (TESTED UNIT) (TESTED UNIT)
FOR CORROSION RESISTANCE.
9)REFERENCES:TEST REPORTS F L-6470;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAFBPA NOS FOR WOOD
CONSTRUCTION AND AOM ALUMINUM DESIGN MANUAL.
10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR 4001 GUIDE TO SHEETS:
SERIES(FIN FRAME). '
Material Min.F Min.Fu GENERAL NOTES........................1
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE Steel Screw 92 ksl 20 ksl ELEVATIONS........RES..................1
DESIGN PRESS
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 83. - ._...2&3
Elco UltraCorl® 155 ksl 177 ksi INSTALLATION,FLANGE
.............a PRODUCT REVISED
WIDTH —►{ 410 SS Elco CreteFlexl& 127.4 ksl 189,7 ksl INSTALLATION-INTEGRAL FIN...5 Building
with the Florida
�-- WIDTH +{ ANCHOR QUANTITIES.................6 Buil/dingding Coda
-- —
6063-T5 Aluminum 16 ksi 22 ksl Now No. 17-0630.02
GLAZING DETAILS.......................7
A36 Steel 36 ksl 56 ksl CORNER ASSEMBLY...................7 Expiration DaL.09/01/2021
Gr.33 Steel Stud 33 ksl 45 ksl EXTRUSION PROFILES................8
PARTS LIST_..._............................8 BY
- mjarm-Dn Product contro
HEIGHT HEIGHT
1\111111111j/
d'�tCENB\c'�4R 06/16/17-JR-UPDATED TO
FBC 2017.
EQUAL OfE PRQ0I 10WEL MCHTOP PROVIVWRIEL RAOIUSTOPEOUN.I *: No.687ml
CODES/STANDARDS USED; �� L �y .•*= Q Deaoiptivn: ONnn BY:
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION `T' �+z j .(V�\ 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION ��ip-'. ST ,!(- N.VENICE,FL 34275
-ASTM E1300-09 //x�'s`r�ONAI E��\?`` (�1)4�Q1600
Q�o T SH WINDOW INSTALLATION 05/11/11
•ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL,ADM-2015 / \ vQf IROusTRIEs.INC.
•AISI 5100-12 11loil 1111\ ALLMGHMRESERVED Swiee/Madel: SeeN: Sheet D'Wng No. Rev:
•AISC 360-10 A.LYNN MILLER,P.E. CERT.OF AM.#29206 SH-200 NTS 1 OF8 MD-SH2O0-01 D
REJA 58706
TABLE I: TABLE 2: PRODUCT REVISED
(1eSl as con fyIng with tho Florida
Maximum Design Pressure(ibsMe)for Glass Type A, Fin&Flange Frame Monolithic Glass Types Dallaing Cede
Window Sash Height" A 1/e'Annealed NoA-No. 17.0630.02
Height' (see Figure A,this sheet) Maximum Window Width' B 1/8'Tempered Expiration Date 09/01/2021
19-1/8" 26-117 33• . 37" 41" 45' 49" 53-1/8" C 3116"Annealed ey
23" 11.9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 Mlam-D� a pro uct control
D 3116"Tempered
under 18-9/16' +55.0 90.0 +55.0 -90,0 +55.0 -75.2 +55.0 -65.5 +55.0 -57.3 +50.2 50,2 +44.8 -44.8 +39.9 -39.8 E 1/4"Annealed
37" 189/16'(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 84.2 +55.0 -74.5 +55.0 -66.5 +55.0 61.0 +55.01--5 .7 +55.0 -55.0 F 114"Tempered
ower 18.9/16" +55.0 90.0 +55.0 •90.0 +55.0 -75.2 +55.0 -55.5 +55.0 -57.3 +50.2 50.2 +44.8 -44.8 +39.9 -39.9
under15-7/8' +55.0 -90.D +55.0 -87.1 +55.0 -73.4 +55.0 53.8 +55.0 56.6 +50.0 50.0 +44,8 -44.8 +40,0 40.0
3&318" 15-718"thru 19216°3 +55.0 90.0 +55.0 -90.0 +55.0 -78.7 +55.0 -66.0 +55.0 58.5 +51.1 51.1 +45.9 -45.9 +41.3 41.3 TABLE 3:
19-1/4"(Equal Life) +55.0 -90.0 +55.0 90.0 +55.0 -82.7 +55.0 -72.6 +55.0 53.5 +55.0 S(.9 +54.2 -54.2 +51.5 51.5 Insulated Glass Types
over 19.1/4" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55.0 53.8 +55.0 -56.B +50.0 50.0 +44.8 -44.8 +40,0 •40.0 G 118"Annealed,114"Alispace,118"Annealed
under 19-9/16' +55-0 .81.5 +55.0 -72.3 +55.0 51.3 +55.0 55.3 +50.5 50.5 +45.8 -45.8 +42.0 X12.0 +38.7 •38.7 H 3115'Annealed,3/16"Airspace,1/8"Annealed :s
19.9116'thru 22-1/2'a +55.0 -90.0 +55.0 -87.9 +55.0 -74.0 +55.0 -64.3 +55.0 56.9 +50.1 -50.1 +44.8 •44.8 +40.0 -40.0 t 1/8"Tempered,1/4"Airspace,1/8"Tempered �
45'
229116"(Equal Lite) +55.0 90.0 +55.0 -90.0 +55.0 -78.8 +55.0 -68.1 +55.0 58,5 +51.1 51.1 +48.0 -46.0 +41.4 41.A J 3/18•Tempered,3118"Airspace,1/8"Tempered
over 22-9/16' +55.0 -81.5 +55.0 -72.3 +55.0 51.3 +55.0 55.3 +50.5 50.5 +45.8 45.8 +420 -42-0 +38.7 -38.7
under 20-118" +55,0 -71.6 +55.0 -62.8 +55.0 55.4 +50.3 50.3 +45.9 45.9 +41.7' -41.7 +38.91 38.9 +36.21 382
20.1/8"thru 24-1/7' +55.0 -90.0 +55.0 .82.5 +55.0' 59.5 +55.0 -61.6 +55.0 55.4 +49.3 -49.3 +44.6 44.6 +40,0 -40.0 p
49' FIOUREA:SASH K O O
249116'(Equal Lite) +55.0 -90.0 +55.0 90.0 +55.0 -76.4 +55.0 -66.5 +55.0 57.8 +50,4 50.4 +45.0 •45.0 +40.1 -40.1 C3 "� to �
CROSS SECTION ,o =? O U5 O
over 24-9/16• +55.0 Iffi
t 71.11 +55.0 •62.8 +55.0 55.4 +50.3 50.3 +45.9 45.9 +41.7 41.7 +38,9 38.9 +38.2 36.2 (WITH MONOLITHIC I ® °I°c ❑ N
under20-13116" +55.0 -67.8 +55.0 59.9 +53.3 53.3 +48.5 -48.5 +44.1 -44.1 +40.2 -40.2 +37.6 -37.6 +34.8 -34.8 GLASS) -01 A
0-0 cin N
20.13!16"thru 25516"3 +55.0 89.6 +55.0 -80.3 +55.0 97.7 +55.0 -60.6 +54.2 54.2 +49,0 149.0 +44,2 -44.2 +40.0 -40.0 Z L m �o. "MeQ o
50518" 253/8"(Equal Lite) +55.01 -90.0 +55.0 90.0 +55.0 -75.4 +55.0 -65.7 +55.0 57.4 +50.31 50.3 +44.9 -44.9 +39.9 -39.9 I W U o 8� a z 2
mer 25-3/8" +55.0 -67.8 +55.0 59.9 +53.3 53.3 +48.5 -48.5 +44.1 44.1 +40.2 -40.2 +37.6 37.6 +34.8 34.8 jl
I.-2q
ZZtL 0y�o
under 24-15/16" +55.0 56.0 +43.8 43.8 +41.9 -41.9 +39.1 39.1 +36.0 36.0 +32.6 32.6 +30.0 30.0 +27.6 -27.6 ! o>v ~ 00
rn
61° 34-15/16'thru 30-1/2"3 +55.0 -75.0 +55.0 -66.0 +55.0 57.4 +51.9 51.9 +47.4 -47.4 +43.2 -43.2 +39.9 39.9 +37.3 37.3 j Z" ¢ J LL
30-9116"(Equal Ute) +55.0 57.9 +55.0 75.8 +55.0 -66.6 +55.0 -59.7 +53.5 53.5 +48.7 -48.7 +43.9 -43.9 +39,9 39.9 VISIBLE LIGHT SASH Q Q
HEIGHT I HEIGHT CV
over 30-9/16" +55.0 •67.8 +55.0 59.9 +53.3 53.3 +48.5 48.6 +44.1 44.1 +40.2 -40.2 +37.6 37.6 +34.8 34.8 = II ® � � (/)
T..-
under 25-314* +54.7 -54.7 +41.2 41.2 +40.3 -40.3 +37.8 -37.8 +34.6 34.6 +31.3 31.3 +28.9 -28.9 +26.5 -26.5 SASHHEIGHT-3.9/16" _
25314"thru 31-1/2"3 +55.0 -72.0 +55.0 -63.2 +65.0 55.7 +50,5 -50.5 +46.1 -46.1 +41.9 141.9 +39.0 39.0 +36.3 -36.3 II a LLI Q Z
63" 31-9/16"(Equal Ute) +55.0 -83.9 +55.0 -71.7 +55.0 -64.8 +55.0 58.2 +52.4 52.4 +47.9 -47.9 +43.3 43.3 +39.7 39.7 I Z ❑
ower 3l-9/16" +55.0 -67.8 +65.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 -44.1 +40.2 40.2 +37.6 37,6 +34.8 34.8 I 0 Z O
under 29314" +53.3 53.3 +39.7 39.7 1+39.1 39.1 +36.7 36.7 +33.4 F33.4 +30.3 30.3 +28.0 -28.0 +25.8 -25.8 0 W N
j W 2 2
29314"thru 361/7 3 +55.0 61.0 +52.0 52.0 +48.2 48.2 +44.0 114.0 +40.1 40.1 +37.0 -37.0 +34,1 34.1 +31.4 31.4 ❑ (n co
73' 36.9116"(Equal Ute) +55.0 -68.3 +55.0 56.3 +52.1 -52.1 +51.5 -51.5 +47.0147.0 +42.7 -427 +39,61 39.6 +37.0 -37.0 elu •,rap salieq
aver 369/16" +55.0 -67.8 +55.0 56.3 +52.1 52.1 +48.5 -48.5 +44.1 -44.1 +40.2 40,2 +37.6 -37.6 +34,8 34.8 vv1v1 r/rr
Www �(LYNN ���,
under 313/4' +53,3 53.3 +39.7 -39.7 +39.1 -39.1 +36.7 36.7 +33.4 33.4 +30.3 30.3 +2B.0 -28.0 +25.8 -25.8 `.��Ql� ..ve, 1/�
78" 313/4'thru 39"3 +55.0 58.3 +48.0 48.0 +45.2 45.2 +41.2 41.2 +37.9 37.9 +34.8 -34.8 +31.7 -31.7 +29.5
39-1116"(Equal Lite) +55.0 62.5 +50.8 50.8 +46.3 46.3 +45.2 45.2 +44.2 44.2 +40.3 40.3 +37.7 -37.7 +34.9 34.9
NOTES No.58705
'Tip-to-tip dimensions for Range Windows shown.For fin Windows or buck dimensions,subtract 1'. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 119' 1
a Overail sash height.For olear dayilght height,Subtract 39/16'. ANNEALED GLASS(TYPE A). co !�,:LU-
3 Size range Includes the standard Pro-View(3 --2 configuration)for the iwen Window Height. p'•, ATE o
( 9 9 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NFJCT AVAILABLE WIDTH .t�
For overall sash Width,subtract 2-15/16"from the buck dimension. OR HEIGHT DIMENSION SHOWN ON THE TABLE. �� (�' •'••CORtO,. ('j\�
S10NAI E��•
A.LYNN MILLER,P.E.
WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53•. P,E.A 68709
TABLE 4: PRODUCT REVISED
TABLE 2SSa3"`cornPlying with the Florida
Maximum z beslgn pressure(ibslft)for Glass Type B-J, F!n&Flange Frame Monolithic Gla Types amlam9!:ado
Window Sash Height NIDA-Ho. 17.0630.02
A 1/8'Annealed --•--...�.
Helghe (see Figure A,this sheet) Maximum Window Width' B 118"Tempered ExpirationDate09!01!2021
191!$" 261/2" 33" 37" 41" 45" 49" 53-1/9' C 3115 Annealed By
23" 11.9115"(Equal Ute) +55,0 •90.0 +55,0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 50.0 +65.0 -90,0 +55.0 50.D +55,0 -60.0 Miam4-Dad roduct contra
under18.9t16" +55.0 90.0 +55,0 90.0 +55,0 90.0 +55.0 90.4 +55,0 .90,0 +55,0 84,3 +550 78.4 1+550 72.9D 3116"Tempered
E 1/41 Annealed
37" 189/16"(Equal Lite) +55,0 •90.0' +55,0 -90.0 +55.0 .90.0 +55.0 -90,0 +55.0 •90.0 +55.0 .90.0 +55,0 -81,11455.0 73.4 F 114"Tempered
over 18-9116" +55,0 .90,0 +55,0 -90.0 +55,0 -00.0 +65.0 -90.0 +55,0 .90.0 +55,0 -64,3 +55,0 -78.0 +55.0 72.8
under 15-718" +55.0 30.0 +55,0 -90.0 +55,0 -900 +55.0 30.0 +55.0 38,5 +55.0 -81.8 +55,0 -75.0 +55.0 -%S
38318"
15 7!8"that 19-3115"' +55,0 -90.0 +55,0 .90.0 +55.0 -80.0 +55.0 50.0 +55.0 50.4 +55.0 -87.9 +559 -78.8 +55,0 -71.2 TABLES:
--
19.1/4"(Equal Ute) +55,0 -9D.0 +65,0 -90.0 +55,0 -90.0 +55.0 -90.0 +55,0 ,90,0 +55.0 -87.9 +55.0 78.8 +55.0 71.2 insulated Glass Types
over 19-114" +65.0 30.0 +55.0 30.0 +55,0 -94.0 +55,0 50.0 +55.0 -88.5 +5510 -81.8 +55.0 -75.0 +55.0 -88,5 G it8'Annealed,i14"Alm pace,918"Annealed
underl"/16' +55,0 30,0 +55.0 150.4 +55,0 1909 +55,0 86.5 +55.0 80.2 +85.4 73.2 +559 .96,3 +55.0 69.7 H 3116"Annealed,3116°Airspace,t18 Annealed
193!16"thru 22-1/2"' +55,0 30.0 +55,0 50.0 +55,0 30.0 +55.0 •90.0 +55.0 -89.1 +55.0 -78,5 +55.0 70.0 +55.0 -6:3.0 1 1/6"Tempered,114"Airspace,1/8"Tempered x
" 223/16"(Equal Lite) +55,0 30.0 +55,0 90.0 +55.0 30.0 +55,0 3p.0 +55,0 39.3 +55,0,.78.5 +55,0 70,0 +55.0 53,0 J 3/16"Tempered,3/16"Airspace,118"Tempered
over22016" +55,0 309 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55,0 -60.2 +55,0 73.2 +559 -86.3 +55.0 59.7
under 20-1/9' +55,0 .90.0 +55.0 50,0 +55,0 -86.0 +55.0 -81.8 +55.0 75.7 +65,0 -09.2 +560 -62.6 +55,0 57,7
co
20-1/8"thru 24-112"3 +55.0 .90.0 +55.0 30.0 +55.0 50.0 +55,0 -90.0 ;+55.0 54.8 +55,0 74.2 +55.0 .65.9 +35.0 -59.1 > p � +�
4g 248116"
(Equal Ute) +55.0 30.0 +55,0 50,0 +55,0 -90.0 +55,0 50.0 6.0 $2.8 +55.0 -74.2 +55.0 -65.9 +55.0 59,1 FIGURE A:SASH p Act Q
CROSS SECTION ,0 �3> Ca t!) G7
over 248/16" +55,0 -90.0 +55.0 -90.0 +55,0 -86.0 +55.0 51.$ +55,0 -75.7 +55.0 -69.2 +55,0 -62.8 +55.0 -57.7 (WITH I.G.GLASS) }^ U N
under 20-13/16" +55,0 .90.0 +55,0 .90.0 +55.0 -83.5 +=0 79.1 +55.0 74.0 +55,0 37.3 +55.0 -81,9 +55.0 58,8 Ochi 5R w
505/6" 20-13%8'thio 255115'3 +55.0 90.0 +55.0 30.0 +55.0 30.0 +55,0 .9p.0 +55,0 63.2 +559 72.7 +56.0 -64,5 +55.0 57.8 l 2 U-w r z m p
25318"(Equal Lite) +55,0 54.0 +55,0 .90.0 +55,0 30.0 155.0 90,0 +65,0 -83,2 +55.4 72,7 +55,0 -64,5 +559 57.8 I j ! U o 0�� �
over 25-318" +55,0 30.0 +55,0 -90,0 +55.0 -83.5 +65.0 79.1 +65.0 74.0 +55,0 57.3 +55.0 -61.9 +55.0 58.8 F z y`D °a p •cN
under 24-16116" +55.0 87.8 +55,0 "75.6 +55,0 55.7 +55A 62,3 1110
5 . +49.6 49.6
(
34-15/16'thru 30-112"a +55.0 -87-9 +55.0 75.8 +55,0 74.1 +65,0 74.1 +55A 74.t +55.0 �,5 +55,0 5t.5 +51.1 51,1 II II SASH T �' a
611. W LL
303/16"(Equal Lite) +55,0 -87.9 +55.0 75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 -65.5 +55.0 57.5 +51.1 •51.1 VISIBLE LIGHT I HEIGHT 0 0
over 30-9/16" +55.0 -87.9 +55,0 -75.8 +55.0 74.1 +55.0 74.1 +55,0 -74.0 +55.0 55.5 +55.0 -57,5 +51.1 51.1 HEIGHT !I �) S =)
co z IS
under253/4" +55,0 -83.9 +55.0 -71.7 +66,0 -620 +55.0 -59.9 +55.0 •57,8 +54.5 54.5 +51.3 51,3 +48,3 48.3 SASH HEIGHT-3-9116' l
63„ 25.3'4"thru 31-112"3 +55,0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 -69A +55,0 -69.4 +55.0 -64.5 +55,0 -56,5 +50.2 50,2 } W z
313/16"(Equal Ute) +55,0 53,9 +65.0 -71.7 +55,0 59.4 +55.0 -69.4 +55.0 59.4 +55.0 54.6 +55.0 56.5 +50.2 50.2 a� n- Q =Io=s
over3s-9/16" +55.0 -83.8 +65,0 -71.7 +55.0 59.4 +55.0 -69.4 +55,0 -69,4 +55.0 -64.5 +55,0 50,5 +50.2 50.2 it o tZ,} Z o
I i
under293J4 +55.4 5&3 +55.0 56.3 +52.1 52.1 +51.5 51.6 +61.5 51.5 +55.5 51.5 +50.0 50.0 +46.d 46.4 I U)
Uj
73" 293/4"thru 36-112"3 +55.0 -68.3 +55,0' •56.3 +62.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 -46,4
3&8118"(Equal Ute) +35.0 -68.3 +55.0 56.3 +52.1 52.1 +51,6 51.5 +51.5 51.5 +51.6 51.5 +51.5 51.5 +46.4 -06.4 =ne Mna"Sues
aver 36-9116" +55.0 •68.3 +55,0 56,3 +52.1 ,52.1 +61,5 51.5 +51,5 51.5 +51,5 51.5 +51,5 51.5 +46.4L-445.
\,` vt v It I t t i r 1j1!
under 31.3/4" +55,0 -62.5 +50.8 50.8 +46,3 46.3 +45,2 •45,2 +45.0 -45.0 +45.0 45.0 +45.0 -45.0 +45,0 % LYN 78" 31-3/4"thru 39'3 +55.0 •62.5 +50.8 50,8 +46,3 46.3 +45,2 -46,2 +45.0 45.0 +45.0 -45.0 +45.0 45,0 +45.0 39.1/18"(Equal Lite) +55,0 •625 +50.8 50.8 +46.3 -48.3 +45,2 -45.2 +45.0 •45,0 +45.p 45,0 +45.0 -050 +45.0 NOTES
*: No.58705
'Tip-to-tip dImenslons far flange xindaws shwas.For fin Windows or buck dimensions,subtract 1'. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS
2(herelI sash height.For clear daylight height,subtract 39/15'. TYPES B-J.NOT APPLICABLE WITH 116"ANNEALED GLASS(TYPE A), 0 ;
3 Size range includes the standard Pyo-View(3aeer-2 configuration)for the given Wind
ow Height. 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR �0 WATE ,`
For merall sash width,subtract 2-15!16"torn the buck dimension. HEIGHT DIMENSION SHOWN ON THE TABLE.' �5•.......... � �`
"7,,S/OVAL E�.``
,;It l i i 11%0%
WINDOW HEIGHT-SASH HEIGHT CANNOT EXCEED 53'. A LYNN MILLER,Re
P.E.#SS70S
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE/CMU CONCRETE/CMU
PERANCHOR PERANCHOR
OPTIONALADDON EMBEDMENT REQUIREMENT TYP,ANCHOR
FLANGE HEAD, 13 REQUIREMENT TYPE
INSTALLATION 3 • EMBEDMENTAND
OPTION 1 EDGE SILL 8 JAMBS a. 114°MAX 40 27 EDGE DISTANCE
CURVED HEADER DISTANCE EDGE SHIM 12 60 10 PER SUBSTRATE,
INSTALLATION INTO WOOD DISTANCE SEE TABLE 5,
THIS SHEET,
2X,SEE NOTE 2,THIS SHEET. Q •'•
d EMBEDMENT -
TYP.ANCHOR
38 EMBEDMENT
t/ EMBEOME T EDGE
114 MAX MAX JJ 'AND EDGE --- .'q;� • •DISTANCE
SHIM SHIM DISTANCE PER 24 -•?
3 TRATE
TYP.ANCHOR TYPE, III
SEEBTABLES,
EMSEDMENTAND
1.465' 1 THIS SHEEP. '32-35 ���•
EDGE DISTANCE INSTALLATION 43 s4 EXTERIOR INSTALLATION
PER SUBSTRATE, OPTION 7 OPTION 3
36 INSTALLATION
SEE TABLE 5,THIS VISIBLE LIGHT WIDTH
VISIBLE SHEET. STRAIGHT HEADER OPTION THROUGH
INSTALLATION ANCHORS
T
LIGHT INSTALLATION ONTO INSTALLATION BUCK WIDTH THROUGH 1K BUCKSTRIP
HEIGHT 60 WOOD 2X.NO ANCHORS - ANCHORS DIRECTLY TIP-TC-TIP WIDTH INTO MASONRY.
--77-- 30 REQUIRED AT HEADER. INTO MASONRY. HORIZONTAL SECTION A-A
} 2s
1/4°MAX.SHIM TABLE 5:
#12 STEEL Anchor Mln.Edge Min.
40 SELF-DRILUNG Group Anchor Substrate Distance Embedment EGRESS FORMULAS
SMS(05),SEE (EQUAL-LITE)
TABLE 6.THIS P.T.Southern Pine(SG=.55) 0116" - 1-316"
2.751• 8 SHEET #12 Steel SMS Aluminum,ED6&TS min. 3:B° 1/8' WIDTH:TIP-TO-TIP WIDTH-4°
BUCK EXTERIOR USE EITHER
-- A Screw(G5) Steel Stud,Gr.33 min. 3/8" 0.0348(20 Ge) HEIGHT:TIP-TO-TIP WIDTH2-85/16'
HEIGHT LATCH(#29)OR INSTALLATION - As6Steel 318' 0.0346(20 Ga)
a BOTTOM LOCK OPTION 4 ( VISIBLE LIGHT FORMULAS
P.T.Southam Pine SG=.55) 1" 13'8"
32.95
(411).TESTED INSTALLATION (EQUAL-LITE)
TIP-TO-TIP UNIT LOCATION: ANCHORS B 1/4'Steel Ultracon Concrete(m)n.2.0 ksi) 1' 1.316" WIDTH{(SASH):TIP-TO-TIP WIDTH•5-1118•
HEIGHT 37 f ! 6518"FROM DIRECTLYINTO Ungmuted CMU.(ASTM G90) 2-112" 1-114° WIDTH(FIXED):TIP-TO-TIP WIDTH-4"
L �I 64 VENT END. METAL, P.T.Southern Pine(SG=.55) 1" 1-y8• HEIGHT:MP-TO-TIP HEIGHT-7-1/16"y2
VISIBLE 1 3 C 114'410 SS CreleFlex Concrete(min.3.35 ksl) 1" 1:114"
II II 7
LIGHT 1-114'
HEIGHT li li 38 DADE APPROVED MULUON, Ungrouted CMU,(ASTM G90) 2.112'
ALUMINUM,STEEL FRAMING OR EXTERIOR 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS
STEEL STUD.SEE SUBSTRATE n ABOVE,CHOOSE THE ANCHOR GROUP OFTHE LOWEST LETTER FORALLTABLES INTHIS APPROVAL PRODUCT REVISED
PROPERTIES,TABLE 5,THIS SHEET. �J 2)ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. ac eompIIyI gwith the Florida
3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 K51. Bulldln8 III
NOTES NOA-No. 17-0630.02
43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. Expiration Dote 09/01/2021
2.254" 31 20
2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. By
BUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTEDAS 2XARE 1-12'THICK OR GREATER.1XAND 2X BUCKS Mlam-0a roduct Control
SEE NOTE 2, (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
THIS SHEET. ENGINEER OR ARCHITECT OF RECORD. .
1111111
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO NY
REFERRED TO AS DAYLIGHT OPENING)IS LYN/
�� Q y R on:
Tj MEASURED FROM BEADING TO BEADING. `:�A ,:'VCENSF ••�✓ /� UPDATED TABLE 5.
114'MAX SHIM �-.. .,•�
^•*: No.58705
NO ANCHORS, CONCRETEPER - -
NOANCEDIN ANCHOR - /' - Wxriptlow Drrrn BJ'
FLANGE REQUIREMENT �� ' �� 10707ECHNOLOGVORIVE FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
REQUIRFRAME SILL •4,•• '` %���., S ATE J:•(L�� N.VENICE,FL342766
• �i,�• FLORID�°.•''G\�� (041)480-1600 TSG°
' ,/SSS•..... -�a``` COPYRIGwe mn SH WINDOW INSTALLATION 05/11/11
VERTICAL SECTION B-B • //„ NAL1�1�11�� serf"IMedt sc,w, sheep arMnO Nc. Rer.
A LYN4 MiLLER,F.E SH-200 NTS 4 OF 8 MD-SH2O0-01 I D
P.E.#58705 CERT.OF AUTH.029286
INSTALLATION DETAILS FOR FIN FRAMES EDGE
EDGE DISTANCE EDGE DISTANCE EDGE
TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE 114"MAX SHIM DISTANCE
A
E PER SUBSTRATE,SEE �-+-- 1/4"MAXSHIM TYP.ANCHORTYPE,
SHEET EMBEDMENT AND EDGE 2X WOOD,SEE
2X WOOD, DISTANCE PER SUBSTRATE, O NOTE 2,THIS
INSTALLATION WOOD,SEE NOTE 2,THIS SHEET J� MENT SEE NOTE 2, SEE TABLE 6,THIS SHEET. SHEET
OPTION 5 EMBEDMENTTHIS SHEET HORIZONTAL SECTION C-C
2X WOOD, 6
CURVED HEADER EDGE EDGESEE NOTE 2,
INSTALLATION DISTANCE DISTANCETHIS SHEET 26 40 27
TANCHCHROUGH
(SCREW) D 12 60 10
THROUGH THE FIN EDGE � ED � ----- -- EMBEDMENT
DISTANCE DIST
EMBEDMENT
11,V MAX SHIM 1/4"MAX SHIM L
6 TYP.ANCHOR TYPE, 36
EMBEOMENTAND TYP.ANCHOR TYPE,
EDGE DISTANCE =___— = INSTALLATION
1.465" EMBEDMENT AND EDGE 24
PER SUBSTRATE,
SEE TABLE 8,THIS DISTANCE PER SUBSTRATE, INSTALLATION — --_— OPTION 8
L �l SHEET. BEE TABLE e,THIS SHEEP. INSTOPTION 5 3235 (NAIL)THROUGH THE LATION PNION EXTERIOR
VISIBLE 3B INSTALLATION 43
OPTION E ANCHOR(SCREW)LIGHT I. VISIBLE LIGHT WIDTH
HEIGHT II 60 30 S INSTALLATION
ANC R THROUGH THE FIN
it INSTALLATION ANCHOR, DUCK WIDTH
I� 29 (NAIL)THROUGH THE FIN
MULLION SECTION ___ EGRESS FORMULAS
EDGE DISTANCE DADE APPROVED MULLION,MAY BE (EQUAL-LITE)
40 VERTICALM. EE SUBSTRATE
MAX. WIDTH:BUCK WIDTH-3"
6 1/4"SHIM.SEE SUBSTRATE HEIGHT:BUCK HEIGHT/2-513116"
EXTERIOR INSTALLATION PROPERTIES,TABLE 6,THIS SHEET.
2.751- a USE EITHER OPTION 7 VISIBLE LIGHT FORMULAS
BUCK LATCH(#29)OR INSTALLATION
BOTTOM LOCK ANCHOR(SCREW) EXTERIOR 6 (EQUAL-LITE)
HEIGHT 32-35 (#11).TESTED THROUGH THE FIN 1!4'MAX SHIM n
UNIT LOCATION: �J WITH FIN WIDTH(FIXED:B BUCK
WIDTH
16'
37 i I REMOVED WIDTH(FIXED):BUCK WIDTH-3'
4 VENT END. #10 STEELIS
_ -- TABLE 6: HEIGHT:(DUCK HEIGHT-&1/16")12
VISIBLE j / `.l 7 SELF-DRILLING Anchor Substrate Min.Edge Min.
SMS(G5) Distance Embedment
LIGHT I 1 I
HEIGHT 1 2-1/2"X.113"Box Nall P.T.Southem Pine(SG=.55) 112" 2-7116"
lil I 36 112"x,131"Common Neil P.T.Southern Pine(SG=.65) 9116" 2-7/16" PRODUCT REVISED
EXTERIOR2-1/2"x.145'RoOfln N211 P.T.Soulhem Plne SG=.5 9/16 2_7/16' as corn Iyyingg with the Florida
1 i 9 ( Building Coda
fl P.T.Southern Pine(SG=.55) 314" 1-3/6" NOA-No. 17-0630.02
43 V #10 Steel SMS Screw(G5) Aluminum,6063-T5 min. 3/B" 1/B" Expiration Dato 09101/2021
ALUMINUMISTEEL FRAMING OR STEEL Steel Stud,Gr.33 min. 318" 0.036 By
2.254" 31 20 STUD.SEE SUBSTRATE PROPERTIES,
TABLE 6.THIS SHEET. A36 Steel 316" 1/B" Nllamt-Bp roduct Control
5 NOTES 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
1)USE ONLY SUBSTRATE 2)FOR STEEL STUDS.MIN.FU=45 KSI,MIN FY=33 KSI. -
V4"MAXSHIM APPROPRIATE ANCHORS LISTED
ON TABLE 6 OF THIS SHEET. 1 I—,",
Rm(slon:
��`�ANY LYNN '�
TYP.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE '��( �1�
EDGE DISTANCE LIMITS ANY 1��; •ttCENSF'•.;c, '
EMBEDMENT AND EDGE DISTANCE INSTALLATION OPTION SHOWN
DISTANCE PER SUBSTRATE, MAY BE USED ON ANY SIDE OF THE No.5870.5
SEE TABLE 6,THIS SHEET. O -*7• �'= ® D=cHpWn: 11 n n BY+
EDGE WINDOW.
DISTANCE v' - FIN FRAME INSTALLATION DETAILS J ROSOWSKI
2)2X WOOD FRAMING OR BUCK, •1 7 Q;= 1070 TECHNOLOGY DRIVE
INSTALLATION %� r 'T. t1/� N.VENICE,FL 34275
OPTION 6 EMBEDMENT 1-I& OR GREATER. %��'•, STATE F �!/ n0ar Dote:
INSTALLATION ANCHOR I '%�`•'•• R40p;.•''G� (941)480-1600 SH WINDOW INSTALLATION 05/11/11
NAIL THROUGH THE FIN 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT i,ss •••• �� corrwcHro zatr
( ) (ALSO REFERRED TO AS DAYLIGHT '/11j,OrnJA ���` �RIGHHTS gR6EgV�FD Sort�od°F Scab: Sheet: Drawing No. Rev:
OPENING)IS MEASURED FROM q,LY IlI'S JL� 'Pr
SI-{-r1QQ NTS 5 OF 8 MD-SH2O0-01 D
VERTICAL SECTION D-D BEADING TO BEADING. p.E#56705 CERT.OF AUTH.#29296
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9Z`z:O> 0 n'•.yC ® COPYRIGHT02017 —I ° ° p-.Cci
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° ANCHOR SPACING 05/05/11 D o s�
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a
FRAME FRAME CA-M.. a17-0630.02
ASSEMBLY 90'CORNER ASSEMBLY Expiration Date.0910112021
90'CORNER FRAME Ely
FRAME ASSEMBLY
ASSEMBLY
21 21
1"WEEP 1"WEEP
NOTCH NOTCH
EACH END EACH Efil)
2
MITERED FRAME so 61 FLANGE FRAME
SHOWN,FIN
W"=F MITERED FRAMEFRAME SIMILAR
WELDSAT WITH FRAME
SCREW BOSSES
WDSAT U)
SCREW BOSSESU) Deb
m .a
ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL a > o 0 C) 9 8
112'NOM0 0
cq 01313 C-4
GLASS STACK GLASS STACK C 0) X
NEALED OR
118'ANNEALEDOR 114"AIRSFACE 3116"AIRSPACE 2 to a:2-
3/16'ANNEALED OR 19'ANNEALEDOR IIFAN SASIANNEALED OR 0 10
TEMPERED GLASS TEMPERED GLASS TEMPERED CLASS TEMPERED GLASS 1/8"ANNEALED OR TEMPERED GLASS IIII'ANNEALED OR T
TEMPERED GLASS L)
61 TEMPERED GLASS
42 43 ji 63 1=z <
If 43 64 ul.,
ru
40 Alf, 160 GO
3!8"NOM. I alfa"— 3/8"�4NOM. 3181NOM, I I z
GLASS BITE GLASS SITE S It 318*NOM.
GLASS SITE GLASS SITE GLASS BITS LL
fiA 38 38 (r) 0
38 38 38
32-35 32-35
7
.7
ad -� CD
m a
0 Z
0
m z
N 1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.b,GLAZING DETAIL 1/2"I.G.GLAZING DETAIL g 0 W N
GLASS TYPES A&S GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G 8 I GLASS TYPES H&j L) to_ i I
ALUMINUM 3t;jj C/3 I u)
SILICONE STRUCTURAL HOT-MELT BUTYL REINFORCEMENT BPOLYIS UTYLENE DESICCANT FILL AREA 73-370"FiP
STRUCTURAL SILICONE 5116"NOM S1161NOM,
FOAM 3116"NOM. SEAL
'URAL REINFORCEMENT
SILICONE
E Sl 6,NOM,
U FOAM
-AL
POLYISOBUTYLENE 11,47 NOM.
I
WITH BUTYL& SILICONE SEAL
H ROLL-FORMED
WITH DESIC4CART r DESICCANT
I, DESICCANT FORM STAINLESS STEEL • S
S No.5B705
EXT.GLASS EXT.GLASS EXT.GLASS
EXT.GLASS
T., "r LS,
INT.GLASS INT.GLASS
INT.GLASS
INT.GLASS
as KODISPACE 4SG TPS QSUPER SPACEf;PNXT- DURASEA&SPACER QXL EDGETm SPACER L 100N
A.LYNN MILLER,P.E.
P.E.0 60706
Item PGT PGT Part# Description
# Dwg.#
1 2703E 62703EW Flange Frame Head z.000
2 2761B 627510W Flange Frame Sill 2.000" r
3 2781 62781W Flange Frame Jamb/Curved Header -_- .23a• .oso• i
4 2713 62713BW Integral Fin Frame Head °� 600^ .062" 1.125'
z.s0o^
5 2714E 62714EW Integra!Fin Frame S81 Z000' .050•
6 2782 62782W Integral Fin Frame Jamb/Cur.ed Header ZW
oso
7 2706 62706DW Sash Bottom Rail j -500 062"
6 2707 62707CW Sash Top Rail •062- .062" 1 •050^ .062" ,869"
9 2739 62739W Faced Meeting Rail 500 .050• ,062" .062• 1
10 2709 62709CW Sash Side Reil �FLANGEFRAMEHEAD 050° .�)
11 27408 74274DAW Sash Bottom Look G)6063-T6 ALUMINUM (""-- 2.056^
FLANGE FRAME SILL FLANGE FRAME JAMB/
2 O CURVED HEADER O 6083INTEGRAL ALUMINUM
FIN FRAME HEAR
12 2785 82765W Sash Stop 6063-T6 ALUMINUM CURVE6063-TALUMINUM
13 134 1 66615 Addon Flange
20 1226 61228DW Vinyl Bulb,Flex PVC 70
21 16620 71862CW Head/Sill Gasket,Polyethelyne j
22 1270 7PAD1 18 Open Ceti Foam Pad z.oss a225 + •676
23 2772 72772SH772SHK Fixed Maetittg Rall Plug Gasket"Rigid PVC .050" 1.125- -►� .050" I
24 4056 64006G Wstp.,187 X.230 Fn Seal asc
25 2784 72784W Sash Side Rail Gasket,Polyethelyna 1,807"
z.oaa 1as8
26 1078 7121UM Balance Take-out Clip 376„ 050 "-f 1229, 06z"
27 Varus per SizeBalance 1.125° �0 .062• i.sar
.976'
28 2711 4280GW Sash Cam,Nylon 062• 062"
29 1096 71096W Sweep Latch,21nc oso ! -..I 062'
30 1016 7856WW 1#8X.625 Ph.Fi.SMS Latch Screws 2.056• -�1 t "- j
31 1267 71267N Setting Block 118"x 1/2"x 1",EPDM INTEGRAL FIN FRAME SILL •060' INTEGRAL FIN FRAME JAMB/ .800• DME
6 6063-T6 ALUMINUM 6 CURVED HEADER O SASH BOTTOM RAIL O SASH TOP RAIL O FIXED MEETING M
32 See Kommer11ng 4SG TPS Spacer System 6083-T6ALUMINUM 6063-T6 ALUMINUM 8063 Tfi ALUMINUM 6063-TS ALUMINUM
33 Sheet Quenex Super Spacer nXrwith Hat Melt Butyl
34 7 for Quanex Duraseai
35 Materials Cardinal XL Edge Spacer
asz-
36 Sash Bottom Lock Spring 665•
37 Screen Cloth,Fiberglass .oso• Liar .039' .6- 1.197" PRODUCT with the Florida
38 Dow Coming 899 Silicone Glazing Sealant .e74 l .050^ No-No Codge 17-0630.02
40 1625 618250 Glass Bead(118"Glass) -L
41 2719 627198 Glass Bead(3/16"Glass) �{ '926• f'- .06r--o --t 1.157' o T Expiration Date 09/01/2021
42 1263 61283B Glass Bead(1/4`Glass) 10 SASH SIDE RAIL 11 SASH BOTTOM LOCK RAIL 12 SASH STOP 13 ADDON FLANGE Mam-Da product oolCntr
43 1253 GVT48B Glass Bead Q.G,) 6063.76 ALUMINUM 6063.76 ALUMINUM 6063-T5 ALUMINUM 6063-T6 ALUMINUM
50 781PQA #8 X 1"QUAD Pn SMS
51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. ` rr1/1
RevrMox:
52 1184 781LHPQA #8-15 x 1 LH TWInfast Screw 71nc ��1` tyt LYNN '1�,
53 1186 781LHPQX #8.15 x 1 LH Twinfast Screw 71nc(S.S.) ��Q'ytGENSF ��
54 78X1PFTFUA #8 X 1"Ph FI ulcut SMS Qp
55 78XIFPAX #8 X 1"Ph F!-Stainless Steel
* No.58705
60 118"Annealed or Tempered Glass = 1070 TECHNOLOGY DwvE Deacrrailona Dmxn eY
81 3116"Annealed or Tempered Glass / 1 �= BOM 8c PART DETAILS J ROSOWSKI
p :•�, p,s` t�•., ttr„ N.VENICE,FL 34276
62 114'Annealed Or Tempered Glass :O,�•, S ATE O :=/f/ti 19411 aso-iso0 nae; ote;
%, F':`toRi4?.'��: coPra,aaa 10, SH WINDOW INSTALLATION 05/11111
63 1/8'-1/4"Air-118"An.orTemp.I.G. ���r;SS'/ONpi ���`� PW'AU ," ssm sadea/ueaea sees: sn..e
64 31161-3116"Air-1/8"An.or Temp.I.G. A.tkNN MI So MMD-SHj9nn4-ni
Jim.
P.61#587 CERT.OFAL11.i719298 SH-200 NTS INSTALLATION 8 D