HomeMy WebLinkAboutProduct Approval 161.L P YRNP PKD�G 11"10M
REVIEWED 1131:
KECEI` 71 JUIN 2 4 ?O VE IVU) UY r�
a
�b!iI,ANSA1�Ilr
�LCQNO RtiSPECTION 5 WILL EE KADE.
MIAM I•DADE MIAMI-DADE COUNTY
IrZIMS PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) Nvww.mian►Idade.eov/economv
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:
one:DESCRIPTION:des '200'a Aluminum Singl`e�Ilung�Viiado :T
APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"Single Hung Window Installation"
sheets 1 through 8 of 8,dated 05/11/11,with revision B dated 05/20/15,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
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 NOA#11-1013.12 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 15-0528.22
MIAMI•DADE COUNTY '}J Expiration Date: September 01,2016
7� + Approval Date: August 06 2015
` Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underNOA No. 11-0614.01)
2. Drawing No. MD-SH200-01,titled"Single Hung Window Installation" sheets 1
through 8 of 8, dated 05111/11 with revision B dated 05/20/15,prepared by
manufacturer, signed and scaled 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 03/28111, signed and sealed by Marlin D.
Brinson,P.E.
(Submitted tinder NOA No. 11-0614.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5t'
Edition (2014),dated 05/22/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E,1300-04
1). QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May
21,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 21, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 11-1013.12,issued to PGT Industries for their Series"SH-
200"Aluminum Single Hung Window-N.I.,approved on 12/08/11 and expiring on
09/01/16.
LM in ue"ez,P.E.
Product Control-Examiner
NOA No.15-0528.22
Expiration Date: September 01,2016
Approval Date: August 062015
GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •- 63-1/8"TIP-TO-TIP WI52-118'DUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8'BUCK WIDTH 48-1/8•
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED MASONRY NO ANCHORS 48-1181 VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED W VISIBLE LIGHT ' "MAX.
-
FLANGE 3'MAX
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6,SHEET 4&6. FRAME HEAD
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A C
1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNITIS INSTALLED 35.112' 1T
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS B'MAX.FROM VISIBLE L.. ............ _ 35-112'
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF /T LIGHT _ tI VISIBLE
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING / 21' �
78' I LIGHT
RAIL MAX.O.C. TIP-TO 6'MAX.O.C. 1
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF TIP
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&8,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL _ HEIGHT
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL SEALING/FLASHING •• --' -"-- -- A 77' _ C
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE BUCK77,
OF THESE INSTRUCTIONS, _ / -- HEIGHT BUCK/
8'MAX.FROMHEIGHT
1 / -
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF_ —1
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING 11 /
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL I / 23'
1 MAX.O.C. I
7)DESIGN PRESSURES: --!-- -- -- -- _I+-.
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM — --- -- -
E1300. 'TT�
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9' J ---B NO ANCHORS REQUIRED W MAX. J
ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL I►-- 6'MAX.O.C.
THEREQUIREDDESIGNTP PRESSURE.THE 33 HAVE
TEBEEN INCREASE NOT EN US DIN THE DESIGN OF TO
HEBEEN DESIGNED TO TYP.FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (TESTED UNIT) (TESTED UNIT)
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9)REFERENCES:TEST REPORTS FTL-8479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSIIAF&PA NDS FOR -�
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
GUIDE TO SHEETS:
10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR
4001 SERIES(FIN FRAME). GENERAL NOTES........................1
ELEVATIONS................................1
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES............2&3
VARIES, NOT RATED FOR INSTALLATION,FLANGE.............4
9EE SHEETS 2 8 3 IMPACT RESISTANCE INSTALLATION,INTEGRAL FIN...S
WINDOW DETAILS.......................7
SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE ANCHOR TIES.................
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&.1. GLAZING DDETAIL7
CORNER ASSEMBLY...................7
EXTRUSION PROFILES................8
PARTS LIST...................................8
I+- WIDTH FF WIDTH
-- I-_----_,—.-____--- ........ PRODUCT REVISED
i as complyin8 with the IlOdd®
BuildlI�11.dat
N is-0528.2�
pudding d.
Revised By: Dale: RevtsioR:
B><.. 1rYNN/./j��7ji��� 10/10/11 2010 FBC NOTE ByHEIGHT - HEIGHT r�,.• OENSCrJJ Mi
tea•: �. i kMred By: Dato: RMdon:
N0.50705 ` SGC 05/20/15 5th ed. FBC REV oro�a Br
/ OeecriPUon:
GENERAL NOTES&ELEVATION J ROSOWSKI
--s-=-= -- -- - -- - -- --- A G OF j Datr.
EQUAL LRE PROVIEWIORIEL ARCHTOPPROVIEW/ORIEL RAOIUSTOP EQUAL 117 E '.O 1070 TECHNOLOGY DRIVE Rtie:
T� FLORIOA•'.,C9\`:� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
C �� P.O. BOX 1529
S/pNA� v NOKOMIS:FL 34274 SerwlModal: Scale: Sheat: Dradny No. Rev:
r rA.'eYANMILLkP.E. CERT. OF AUiH. Q29298 SH-200 NTS 1 OF 8 MD-SH2O0-01 B
P.EJI 58705
TABLE 1: TABLE 2;
z Monolithic Glass Types PRODUCT REVISED
Window Sash He1gM
Maximum Design Pressure(lbslft)for Glass Type A, Fin&Flange Frame ns complying wile the Florida
A !!8"Annealed Duiwiog code
Hei$htr (see Figure A,this sheet) Maximum Window Width' B 116"Tempered
Acptr<eptoncc No Q9 2
8 t.nDmc
19-118" 26-112" 33" 37" 41" 45" 49" 53-118" C 3116"Annealed
By
23" 11-9J18"{Equal Lite} +55.0 -9Q.0 +55.0 -90.0 +56.Q -90.0 +55.0 -90.0 +55.01 -90.0 +65,4 -90.0 +55.0 -94.0 +55,0 -90.0 p 3118"Tempered Miami ndaProduM
under 18-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -75.2 +65.0 -6,IT5 +55.0 -57.3 +50.2 -50.2 +44.8 -44.8 +39.9 -39.9 E 114"Annealed
37' 18-9/16"(Equal Lite) +56.0 -90.0 +65.0 -SQO +55.0 -84,2 +55.0 -7, +55.0 58.5 +55.0 131.0 +55.0 -67.7 +55.0 -55.0 F 1/4"Tempered
o'er 18.9116" +55.0 -90.0 +55.0 -90,0 +55.0 -76.2 +55.0 -85.6 +55.0 •57.3 +60.2 -50.2 +44.8 -44.8 +39.9 -39.9
under 15418" +55.0 -90,0 '55.0 87.1 +55.0 -73.4 +65.01 -63.8 +55.0 -58.8 +50.0 -50.0 +44,8 44.8 +40.0 40.0 (/? r
TABLE 3:
15-7/8"thru 19-3/16"3 +55.0 -90.0 +65.0 -90,0 +55.0 -78.7 +55.0 -68.0 +55.0 -58.5 +51.1 -51.1 +45.9 -45.9 +41,3 -41.3
30-3/8" 19-1/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -82.7 +55.0 -72.6 +55.0 -63.5 +55.0 -57.9 +64,2 -64.2 +51.5 -51.6 Insulated Glass Types (J) a 0o
o'er 19.1/4" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +65.0 -63.8 +55.0 -56.8 +50.0 50,0 +44.8 -44.8 +40.0 -40.0 G 1!8"Annealed,1/4"AilSpacB,1/8"Annealed C7 Z 04
under 19.9/18" +55.0 -81,6 +55.0 -72.3 +55.0 -61.3 +55.0 55.3 +60.5 -50.5 +46.8 45.8 +42.0 -42.0 +38.7 -38.7 H 3116"Annealed,3/16"Airspace,!/8"Annealed IXO
45" (Equal" - I 90.0 +55.0 79.8 +65.0+ 168.1 +55,0 56.5 +51,1 -51.1 +46,8 -44.6 +40.0 -00.0 i 1!8"Tampered,1/4"Airspace,118"Tempered d
22-9!6" Lite)/16"thru , +55.0 90.0 +55.0 -82.3 +55.0 51,3 +65,0 55.3 +50.5 50.5 ++6 -45.8 +42,0 -46.0 +41,4 -41.4 J 3/16"Tempered,3116"Airspace,118"Tempered LU LLI
oeer 22.9116 +56.0 -81,5 +55.0 - 0 -42.0 +3B,7 38.7 Z Z I- ao
under 20-118" +65.01 -71.8 +55.0 -62.8 +55.0 56.4 +50.3 -5013 +45.8 -05,9 +41,7 -41.7 +38,9 -38.9 +38.2 u
int S 2 O
20.1/8"thru 24-1/2"3 +56.0 -90.0 +55.0 02.5 +55,0 69.6 +55.0 61.6 +55,0 55.4 +49.3 49.3 +q4.6 44.8 +40,0 -00.0
4g• FIGURE A:SASH c sS
24-8116"(Equal Lite) +65.0 -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 CROSS SECTION 00 Q 0
(WITH MONOLITHIC Qy Z Z W 0 U)
owr24-9/18" +55.0 -71,6 +55.0 -62,8 +55.0 -55.4 +50.3 50.3 +45,0 -45.9 +41.7 41.7 +38.9 -38.9 +36.2 -36.2 GLASS) Q' Z F
under 2013118" +55.0 67,8 +55,0 -59.9 +53.3 -53,3 +48.5' -08.5 +44.1 41.1 +40,2 -40.2 +37,6 -37.6 +34.8 -34.6 r (1) Z
54 518"
20-1311Vthru 24.11/18"3 +55.0 -89.6 +65.01 -80.3 +55.0 -67.7 +55.0 -60.6 +64.2 54.2 +49.0 -49.0 +44.2 -44.2 +40.0 -40.0 'I O O W
CD
24-314"(Equal Lite) +55.0 -80,0 +55.0 -9D.0 +55.0 -75.4 +55.0 55.7 +55.0 -57.4 +50,3 -50.3 +44.91 -44.9 +39.9 -39.9 �i N X Z
o%er24-3/4" +56.0 -87.8 +55.0 -59.9 +53.3 53.3 +48.5 -08.6 +44.1 -44.1 +40.2 -40.2 137.6 -37.8 +34.8 -34,8 �I 9 - A O Z = -0
under 24-15/16" 155.0 -56.0 +43,8 43.8 +41.9 11.9 +39.1 -39.1 +36,0 -36.0 +32.6 -32.6 +30.0 30.0 +27.8N-27.6 it 0 J 2
24-15/16'thru 30-618'3 +55.0 -75.0 +55.01 -68.0 +55.0 57.4 +51.9 51.9 +47.4 -07.4 +43.2 •43.2 +39.9 -39.9 +37.3 VISIBLE LIGHT I SASH $$$-� (} (A Q) U?
61" HEIGHT HEIGHT to W ZIf
30-9/i6"(Equal Lite) +55.0 -87.9 +55.0 -75.8 +55.0 -66,6 +55.01 -59.7 +53,5 -53.5 +48,7 -48.7 +43,9 43.9 +38.9 owr3Q 9116" +55.0 67.8 +65.0 59.9 +53.3 53.3 +48.6, -09.5 +44,1 44.1 +q0.2! 44.2 +37.6 -37.8 +34,8 SASH HEIGHT-3.9116' 11
under 25-314" +54.7 -54.? +41.2 •41,2 +40.3 -00.3 +37,8 -37.8 +34,6 -34.6 +31,3 -31.3 +28.9 -28.9 +26.5 -26.5 ( �� H n
63" 25-374"thru 31-518"3 +55.0 -72.0 +66.0 53.2 +55.0 55.7 +50.5 -50.5 +46.1 -46.1 +41.9 -41.9 +39.0 -39.0 +36.3_36.3 II N N
31-9116"(Equal Lite) +55.0 -83.9. +55.01 -71.7 +55.0 -64.8 +55.0 j 58.2 +52.4 -52.4 +47,9 47.9 +43,3 f -43.3 +39.7 -39.7
o'er31-9/16" +55.0 57.8 +55.0 -59.9 +53.3 -53.3 +48.6, 48.5 +44.1 -44.1 +40.2 40.2 +37.6 -37.6 +34.8 34.6 f
under 29-3/4" +53.3 -53.3 +39.7 -39,7 +39.1 -39,1 +38.7 -36.7 +33.4, -33.4 1+30.3 -30.3 +28.0 -28.0 +25.8 -25.8
d 0
]3" 29-314"thru 36-518"3_ +65.0 -61,0 +52.0 52.0 +48.2 48.2 +44.0 41.0 +40,1 -40.1 +37,0 -37.0 +34.1 -34.1 +31.4 -31.4
36-9116"(Equal Lite) +65.0 58.3 +55.0 56.3 +52.1 -62.1 +51.6` -51.6 +47,0 -47.0 +42.7 42.7 +39.6 -39.6 +320 -37.0
otier36-9116" +65.0 -67.8 +65,0 -56.3 +52.1
. . -52.1 +48.5 495 +4 ,1 44.1 +402 .2 +37.6 -37.6 +3 ,8 -334..8
under 313/4" +53.3 -53.3 + +391 -39.1 +36.7 6.7 +33.4 -33.4 +30.3 -30.3 +280 -28.0 +26.8 -25.8
78" 31-3/4"thru 39"3 +55.0 -58.3 +48,0 -48.0 +45.2 -05.2 +412 -41.2 +37,9 -37.9 +34,8 -34.8 +37 -31.7 +29,5 -29.69
rZ1
11"
NOTES
+ �39-1116"(Equal Lite) +55.0 -62.5 +50.6 50.8 +46.3 46. 5.2 +44,2 44.2 +40.3 44.3 +37.7 -37.7 +34.9
1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH I/a'
'Tip-to-tip dimensions for flange windows shown,Fortin windows or buck dimensions, V.
ANNEALED GLASS{TYPE Aj.
a Oterall sash height.For clear daylight height,subliecl 3.9/i8", :w Y o Rg3`l
3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH y m X cJ Lu
Size range includes the standard Pro-View(3 -2 configuration)for the given Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. -" z:Z
Far ovate'{sash width,subtract 2-16116"from the buck dimension. � ,fy• " �\
o' �. 4 .
TABLE 4: TABLE 2:
PRODucr REVISED
Monolithic Glass Types .. ^ply/^B,ruh the Florid.
Maximum 2 Design Pressure(lbstfe)for Glass Type B-J, Fin&Flange Frame [3"",B Code
Window Sash Height A 118"Annealed Aaeplm,cc No I 22
Height' (see Figure A,this sheet) Maximum Window Width' B 118"Tempered Expir^�'^^Dale
19-1/8" 26-112" 33" 37" 41" 45" 49" 53-1/8" 3116"Annealed L1y. .
Minim nde Product Cm,
23" 11-9118"(Equal Lite) +55.0 -80.0 +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 D 3/16"Tempered
under 18-8/16" +55.0 -00.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 E 1/4"Annealed
3T' 18.0116"(Equal Llle) +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 -81.1 +55.0 -73.4 F 1!4"Tempered
oler 18-9/16" +55.0 -90.0 +55.0 -80.0 +55.0 -90,0 +55.0 -90.0 +55.0 -90.0 +55.0 84.3 +55.0 -78.0 +55.0 -72.9 Y m
under 15-7/8" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 81.8 +55.0 -75.0 +55.0 66.5 TABLE 3:
38-318" 15-7/8"thru 19-3116"3 +55.0 -90.0 +55,0 -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 0 o 0
19-1/4"(Equal Lite) +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.8 +55.0 -78.8 +55.0 -71.2 G 116"Annealed,114"Airspace,1/8"Annealed O o
oter 19-114" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 58.5 +55.0 -81.8 +55.0 -75.0 +55.0 -66,5 0 Z CV
H 3/16"Annealed,3/18"Airspace,1/8"Annealed O X
under 19-9/16" +55.0( -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -68.5 +55.0 -60.2 +55.0 -73.2 +55.0 -66.3 +55.0 -59.7 ~
s 1 118"Tempered,1/4"Airspace,1/8"Tempered g g
19.9/18"thru 22.516" +55.0 -80.0 +55,0 -80.0 +55.0 -90.0 +55.0 -80.0 +55.0 89.1 +55.0 I -78.5 +55.0 -70.0 +55.0
45" J 3/16"Tempered,3/16"Airspace,118"Tempered W W J
22-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -00.0 +55.0 -90.0 +55.0 89.3 +55.0 -78.5 +55.0 -70.0 +55.0 -63.0 Q
o%er 22-9/16" +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -86.5 +55.0 50.2 +55.0 -73.2 +55.0 -66.3 +55.0 -59.7 ~
Q Q U) LL
under 20-118" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0 -62.8 +55.0 -57.7 2 2 Z 0
20-1/8"thru 24-112"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 -59.1 FIGURE A:SASH 0 0 � I co
49' CROSS SECTION 0 0 0
24-9118"(Equal Lite) +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +65.0 -65.9 +55.0 -59.1 (WITH I.G.GLASS) Z Z W 0
oeer 24-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0 -62.8 +55.0 -57.7 W Z s
D Z
under20-13/16" +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 51.9 +55.0 -56.8
CD
20-13/16"thin 24-11/19"3 +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 54.5 +55.0 -57.8 iii 1I 0 i U Z
505/8" III 11 a = o
24-3/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 83.2 +55.0 -72.7 +55.0 84.5 +55.0 57.8 II �i O o = o
over 24-3/4" +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 -81.9 +55.0, -56.8 II I Z lL N
under 24-15118" +55.0 87.9 +55.0 -75.6 +55.0 -85.7 +55.0 -62.3 +55.0 -60.0 +55.0 -58.5 +53.2 -53.2 +49.6 -09.6 11 II � WS J S
SA SH U II II
61" 24-15116"thru 30-5/6"3 +55.0 -87.9 +55.0 -75.6 +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 j� II HEIGHT � � Z
30-9116"(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 HEIGHT it o: (n
mer 30-9116' +55.0 -87.9 +55.0 -75.6 +55.0 -74.1 +55.0 -74.1 +55.0 -74.0 +55.0 -65.5 +55.0 57.5 +51.1 -51.1 SASH HEIGHT-3-9/16" jij II
under 25-3/4" +55.0 83.9 +55.0 -71.7 +55.0 82.0 +55.0 -59.9 +55.0 -57.0 +54.5 54.5 +51.3 -51.3 +48.3 -46.3 I� ® NON
63" 25 3!4"thru 31-5/8"3 +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 -69.4 +65.0 -69.4 +55.0 -64.5 +55.0 -56.5 +50.2 -50.2ANA
31-9/16"(Equal Lite) +55.0 83.9 +55.0 -71.7 +55.0 59.4 +55.0 59.4 +55.0 59.4 +55.0 -64.5 +55.0 -58.5 +50.2 -50.2 Ij II
oter 31-9116" +55.0 -83.8 +55.0 -71.7 +55.0 -69.4 +55.01 59.4 +55.0 59.4 +55.0 84.5 +55.0 4 -58.5 +50.2 -50.2 jij jl 'U o$ o
under 29-3W +55.0 -86.3 +55,0 56.3 +52.1 -52.1 +51.5 51.5 +51.5 -51.5 +51.5 51.5 +50.0 -50.0 +48.4 48.4 oa'�
nZ z
73" 29-3/N'thru 36-518"3 +55.0 $6.3 +55.0 -56.3 +52.1 -52.1 +51.5 -51.5 +51.5 51.5 +51.6 -51.5 +51.5 51.5 +46.4 -08,4 �
36-9116"(Equal Lite) +55.0 $8.3 +55.0 56.3 +52.1 -52.1 +51.5 -51.5 +51.5 51.5 +51.5 51.6 +51.5 -51.5 +46.4 -46.4
oeer389/16" +55.0 88.3 +55.0 -56.3 +52.1 -52.1 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +46.4 48.4 \\`\``tIIII�I� r
under 31-314" +55.0, -62.5 +50.8 50.8 +46.3 -06.3 +45.2 -05.2 +45.0 -45.0 +45.0 -45.0 +45.0 -05.0 +45.0 -45.0 `� 3t ,.......,!V/q
78" 31-3/4"thfU 39"3 +55.0 -62.5 +50.8 50.8 +48.3 -06.3 +45.2 -45.2 +45.0 -05.0 +45.0 45.0 +45.0 •45.0 +45.0145.0 NOTES ��<0,.' '•.�' ut
,d
38-1/16"(Equal Lite) +55.0 52.5 +50.8 50.8 +46.3 48.3 +q5.2 -05.2 +45.0 45.0 +45.0 45.0 +45.0 45.0 +45.0 45.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ y' `O o'.
TYPES B-J.NOTAPPLICABLE WITH 118'ANNEALED GLASS(TYPEA). - or,� r 7
'Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract V. _y:< r, 0, a
O
2 Orerall sash height.For clear daylight helght,subtract 3.9/18". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR:7:: ,wj oZ �a n;r7 s
a
HEIGHT DIMENSION SHOWN ON THE TABLE.
3 Size range Includes the standard Pro-View(3-owr-2 configuration)for the given Window Height. -;rGO 44 1 d
For overall sash width,subtract 2-15/16"from the buck dimension.
: S(l'•••.... p�`���
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETEICMU
--- PER ANCHOR PER ANCHOR
OPTIONAL ADDON EMBEDMENT REQUIREMENT " TYP.ANCHOR
INSTALLATION - FLANGE @ HEAD• 13 I REQUIREMENT TYPE
OPTION i SILL JAMBS 3 EMBEDMENT AND
CURVED HEADER __ _ _ 1/4'MAX 41 27 • EDGE DISTANCE
INSTALLATION INTO WOOD EDGE SHIM 12 61 10 PER SUBSTRATE,
2X,SEE NOTE 2,THIS SHEET. --. ---�- DISTANCE SEE TABLE 5,
-„�•--- THIS SHEET.
_ EMBEDMENT
�---- TYP.ANCHOR
�• 38 — EMBEDMENT
TYPE. 1
�1fq'MAX 1/A"� EMBEDMENT EDGE
SHIM _ MAX AND EDGE --------- - " DISTANCE
TYP.ANCHOR TYPE, SHIM DISTANCE PER - _ _ _ 24 •+
�. EMBEDMENT AND O SUBSTRATE. ___ -
1.465" II EDGE DISTANCE II 1 SEE TABLE 5, 32
-- it PER SUBSTRATE, !j THIS SHEET.
II SEETABLES,THIS - II INSTALLATION 43 64 EXTERIOR INSTALLATION
11 36
SHEET. OPTION 1 INSTALLATION fVl OPTION 3
VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
VISIBLE II STRAIGHT HEADER OPTION 2 BUCK WIDTH THROUGH 1%BUCKSTRIP
LIGHT I INSTALLATION ONTO INSTALLATION
HEIGHT j1 81 INTO MASONRY.
I WOOD 2X•NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH -
_ REQUIRED AT HEADER, INTO MASONRY. HORIZONTAL SECTION A-A
_ 1
1f4'MAX.SHIM TABLE 6: EGRESS FORMULAS
R12 STEEL '-- Anchor MITI.Edge Min. iEQUAL-LITE}
4t SELF-DRILLING Group Anchor Substrate Distance Embedment WIDTH:TIP-TO-TIPWIDTH-4"
SMS(05),SEE-
2.751 9 r[t�) TABLE 5,THIS A 114'410 SS CroteFtax Ungrouled CMU,(ASTM C 00) 1314" 1.1/4" HEIGHT:TIP-TO-TIP W DTHf2-6 5/76'
/ SE-
P.T.Southern Pine(SG .55) 8118" 1.3/8"
BUDx VISIBLE LIGHT FORMULAHEIGHT EXTERIOR USE EITHER LATCH(4 28)OR INSTALLATION #12 Steel SMS Aluminum,6083-TS min. 3fir its"' (EQUAL-LITE)
BOTTOM LOCK" OPTION 4 Screw(G5) Steel Stud,Gr.33 min. 3/B' 0.0340(20 Gap WIDTH(SASH):TIP-TO-TIP WIDTH-5-1116'TIP-TO•TIP -32 (!!11).TESTED INSTALLATION B A38 Steel 318" 118"' WIDTH(FIXED}:TIP-TO-TIP WIDTH-,r
HEIGHT EI UNIT LOCATION: ANCHORS P.T.Southern Pine(SG=.55) 1" 1.3/8" HEIGHT:(TIP-TO•TIP HEIGHT-7-1/16")f2
6518'FROM
I VENT END. DIRECTLY UNTO 1/4"410 SS CreteFlex Concrete(min.3.35 ksl) 1" 1'
VISIBLE iI Ungrouled CMU,(ASTM C-90) 13t4' 1-1/4'
LIGHTI Ii 3 P.T.Southern Pine(SG-.55 1° 1.3/8"
HEIGHT !� ;I // 34 DADE APPROVED MULLION, C 1/4'Steel Utracon Concrete(min.2,9 kat) 1" 1-318"
ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4"
ji ij l- 11 PROPERTIES,STEEL STUD.SEE ES.TABLE S,BHI SHEET. MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
t NOTES
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.
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 1.112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.
BUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-12"THICK OR GREATER.1X AND 2X BUCKS PRODUCT RCVISED
SEE NOTE 2• (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOAD$TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE as complying tviihrho Florida
[iuildin Dodo
ENGINEER OR ARCHITECT OF REGORD. Acccpioncc No
THIS SHEET. -� - jr 05 'L
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO 11 t I I 1111 Rx(ration Da�Inll
}
--�- -•—_ --..__.. 0 LYNN ri Revised liy: DaG: Ravlslon:
REFERRED TO AS DAYLIGHTOPENINGj I$ �� �N'I dpj rr 0
MEASURED FROM BEADINGTOBEADING. `s��'�,��•.••ttCENSF'f�FPrr� JJ 10/10/11 2014UPDATE Mioml M&
114'MAX SHIM r r Revised 6y: Dale: Revlsron:
NO ANCHORS -• "• 7iC' No.58705 = SC 05!20!15 TABLE 5
REQUIRED IN . CONCRETE PER - r : w
FLANGE " ANCHOR -,t1 .' ._ ® Descdpllon: Oman BY:
FRAME SILL REQUIREMENT ,.� �'TED ( ::ww FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
R�°P 1070 VE 7111w DoW,
.VENICE. FL SINGLE HUNG WINDOW INSTALLATION 05/11/11
VERTICAL SECTION B-B
529
B
�/Il`IIjA1� NOK MISQFL1S4274
. ItAtLLER• 5odea/Madel: Scals: SAesl: Draaln9 No. r.
r Ra
P.E.N 58705 CERT, OF RUTH. #28286 SH-200 NTS 4 OF 8 MD-Sr 12(}0-01
LYHN
AP.E.
INSTALLATION DETAILS FOR FIN FRAMES EDGE
EDGE DISTANCE EDGEDISTANCE EDGE
TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE 1/4'MAXSHIM DISTANCE
EDGE DISTANCE PER SUBSTRATE,SEE 1/4'MAX SHIM TYP.ANCHOR TYPE,
TABLE 6,THIS SHEET EMBEDMENT AND EDGE 2X WOOD,SEE
WOOD,SEE NOTE 2X WOOD, DISTANCE PER SUBSTRATE, NOTE 2,THIS
INSTALLATION 2,
EMBEDMENT
SHEET EMBEDMENT SEE NOTE 2, SEE TABLE 8,THIS SHEET. SHEET
OPTION 5 THIS SHEET HORIZONTAL SECTION C-C
CURVED HEADER EDGE EDGE 2X WOOD,
INSTALLATION DISTANCE DISTANCE SEE NOTE 2, 6
ANCHOR(SCREW) THIS SHEET 26 41 27
THROUGH THE FIN EDGE -9
T--ail 12 61 10
OtSTI CE EDGE F EMBEDMENT
kN ---- DISTANCE EMBEDMENT
114'MAX SHIM
6 TYP.ANCHOR TYPE,
EMSEDMENTAND
1.465' EDGE DISTANCE TYP.ANCHOR TYPE, ---------
PER SUBSTRATE, EMBEDMENT AND EDGE (24)A INSTALLATION
SEE TABLE 6,THIS DISTANCE PER SUBSTRATE, INSTALLATIONOPTION 6
SHEET. SEE TABLE 6,THIS SHEET. 64 INSTALLATION ANCHOR
VISIBLE 1 36 INSTALLATION OPTION 5 32 (NAIL)THROUGH THE FIN
LIGHT —OPTION E INSTALLATION 43 EXTERIOR
HEIGHT 61 30 STRAIGHT HEADER ANCHOR(SCREW)
IN VISISL LIGHT WIDTH
STALLATION ANCHOR THROUGH THE FIN
/-9 (SCREW)THROUGH THE FIN SUCK WIDTH EGRESS FORMULAS
(EQUAL-LITE)
41 MULLION SECTION WIDTH:BUCK WIDTH-3'
HEIGHT:BUCK HEIGHT/2.6-13116"
EXTERIOR DADE APPROVED MULLION.MAYBE
INSTALLATION VERTICAL OR HORIZONTAL,MAX, VISIBLE LIGHT FORMULAS
2.751 USE EITHER OPTION 7 114*SHIM.SEE SUBSTRATE
PROPERTIES,TABLE 6,THIS SHEET. (EQUAL-LITE)
BUCK LATCH(M 29)OR INSTALLATION WIDTH(SASH).BUCK WIDTH-4-1116'
HEIGHT 301 BOTTOM LOCK ANCHOR(SCREW) WIDTH(FIXED):SUCK WIDTH-3"
(#11).TESTED THROUGH THE FIN — 114'MAX SHIM EXTERIOR 6
35 UNIT LOCATION: (_) HEIGHT:(SUCK HEIGHT-6.1116')12
1 WITH FIN
8.518'FROM \5
1 604 VENTEND. N`10 STEEL REMOVED
I SELF-DRILLING
VISIBLE I TABLE 6:
LIGHT 111 I 7 SMS(GS) fl
HEIGHT it 34 Anchor Substrate Min.Edge Min.
Distance Embedment
2-112"x.113"Box Nall P.T.Southern Pine(BG-.65) 112' 2-7116'
EXTERIOR 2-1/2"It.131"Common Nall P.T.Southern Pine(SG-.65) 9116° 2-7/16"
43 2-1/2'x.145"Roofing Nall P.T.Southern Pine(SG-.55) 9116" 2-7116'P.T.Southern Pine(SG-.55) 3/4"— I-W
2.254' 01 31 20 ALUMINUM/STEEL FRAMING OR STEEL Aluminum,606345 min. 3181, I/116"STUD.SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(G6) —
Steel Stud33 min
TABLE 6.THIS SHEET. ,Gr. , We" 0.036 PRODUCT REVISED
NOTES A38 Steel 3/8" '118" ..nplying with the Florida
I Building Cod-
114"MAX SHIM i)USE ONLY SUBSTRATE I i't"VIMUM,OF 3 READS BEYOND THE METAL SUBSTRATE. Acc,pWou No 1 '22
APPROPRIATE ANCHORS LISTED
(J�j R.Wead W, Dart. ux fration Date
ON TABLE 6 OF THIS SHEET.
TYP.ANCHOR TYPE,
EM FOLLOW EMBEDMENT AND EDGE jj 10110/11 0 CHI
EMBEDMENT AND EDGE EDGE DISTANCE LIMITS.ANY NNGE Miaai'D.d. W c
DISTANCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN R.Wv.d ay.- Date: Ravi.lan:
SEE TABLE 6,THIS SHEET. No.50705
MAY BE USED ON ANY SIDE OF THE
EDGE WINDOW. SC 05/20/15 NO CHANGE
INSTALLATION Dvorlpffan:
DISTANCE Dy
2)2X WOOD FRAMING OR BUCK, aL
OPTION 6 I-Ir2"THICK OR GREATER -1A nERD�F
FIN FRAME INSTALLATION DETAILS 7ROSOWSKI
F
INSTALLATION ANCHOR EMBEDMENT 1070 TECHNOLOGY DRIVE 7111m Dara:
2X WOOD.SEE NOTE 2.7HIS SHEET N. VENICE, Fl.34275
(NAIL)THROUGH THE FIN 3)VISIBLE LIGHT WIDTH OR HEIGHT BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/1`1/11
P.O.
(ALSO REFERRED TO AS DAYLIGHT L NOKOMIS; Fl.34274 scale; Shdab Drawing ft. 18—
VERTICAL SECTION D-D OPENING)IS MEASURED FROM I II..... 9206 SH-200 NTS 5OF8 I B
BEADING To BEADING. CMT. OF AUTH. J2 MD-SH200-W
03cn O .1 x '- a
m
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ewm' o g _ _$ m N _ m is 5
N y i O rZii T O m fe.9u 27 '@ m
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rxft 2? O y r
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IF
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p D z N N N v N N N Below MR [f
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sm m m m N N N v BeIwv MR
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Na w N a w N a N Below MR
W w a v Abate MR
J
w N N a W N N Nu Below MR
wI- Above MR
3 w w N N w wNwww N w N w N N N w N N N u N NN BeImMR
a w N u aN Ab-.MR
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eMRw N Abov
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M-0
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mxZr
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N N N Below MR
w W N Above MR
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LYNA, i�i� JJ 10/10/11 NO CHANGE J ROSOWSKI -9 a_
sra. ICENSe ;F'P Revised W. Ooh' Revision: Drum Dote: o
r-5.n
• No.58705 7 SC 05/20/15 NO CHANGE 05/11/11 °;o�m
ANCHOR SPACING
c
�C STATE OF e1070 TECHNOLOGY DRIVE We:
' F N vET+icE FL 34275 SINGLE HUNG WINDOW INSTALLATION
:S
...... G P.O. BOX 1529 .� r
S��1VAl EN NOKows;FL 34274 series wase seofe: sneeb D a.l q ra. Re
A!LYN",MLLEh,P.E. CERT, OF At1TH. 829296 SH-200 NTS 6 OF 8 MD-SH2O0-01 B
P.E.N 58705
PRODUCT REVISED
th.Florida
Bui *'2,2
ing Cods
IC
ANGLED/CURVED ANGLEDICJRVED c:-
A"p N, 05
FRAME FRAME
ASSEMBLY 90°CORNER ASSEMBLY .4. ToduclCaue
90°CORNER FRAME
FRAM 3 ASSEMBLY
ASSEMBLY in
Dl
213
1'WEEP 1'WEEP 50 51
21
z 0
0
oC"
NOTCH®
EACH END
EACH END
2 Ld LU
0 (D ul
Z DO
< U-
60 51 MITEREDFRAME so 51 1/ FLANGE FRAME m :r Z 0
WITH
FRAME MITERED SHOWN,FIN
ELDSAT WITH FRAME RAMESINLAR
SCREW BOSSES o go 0
WELDS AT z z
SCREW aosses
- C13 z
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR LIJ
ASSEMBLY DETAILS FOR V) r
o 0
FLANGE FRAME CORNERS FIN FRAME CORNERS. FRAME TO MEETING RAIL z
m
'� W 7:
. C14
W LU
lz -j
co ,O
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1/2"NOM. 1/2'NOM.
GLASS STACK GLASS STACK
1/8*ANNEALED OR 3116'ANNEALED OR IW AIRSPACE 3/16'AIRSPACE
TEMPERED GLASS IWANNEALIED OR i/8'ANNEALED OR 3116'ANNEALED OR
TEMPERED GLASS TEMPERED CLASS I/8"ANNEALED OR TEMPE GLASS
TEMPERED GLASS
—1 TEMPERED GLASS RED 1/8'ANNEALED OR X, 41,.
TEMPERED GLASS
ZLJ
40 81 62 0
41 42 8-ji <
43 43
;1 64 CS L'
3'r NOM. 0
318,w NOM. 318*NOM. 31a,
GLASS BIT£ 318* NOM.
GLASS BITE G . GLASS BITE GLASS BITE
Z;2� z
36 36 v
36 ---(36 38
33 32
7
......4v
G A�j
V\�
O_
GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL
GLASS TYPES A&B GLASS TYPES C a L) GLASS TYPES E&F —GLASS—TYPES d-&—I GLASS TYPES H&J 7-•7- 6 C13
7J Oma) -1
0
Qq„``.,
Item PGT PGT Part# Description
# Dwg.# 1 - 2.000•
1 2703E 62703EW Flange Frame Head
2.000' .862"
2 27518 62751BW Flange Frame SIII f238 .oso•
3 2781 62781W Flange Frame Jamb 062• 082' 1.125"
so0•
4 2713 62713BW Integral Fin Frame Head 2.600
2.000• � � .oso•
5 2714E 62714EW Integral Fin Frame Sill 1� .050•
6 2782 62782W Integral Fin Frame Jamb v_-J�- �- 500•�- .062"
I� 050 .062• T .869'
7 2706 62706DW Sash Bottom Rail 062• �IL ,062 L °62 1
8 2707 02707CW Sash Top Rail 71 .062•
.050' .062' --��-
9 2739 62739W Fixed Meeting Rail O FLANGE FRAME HEAD Imo.- oso
10 2709 62709CW Sash Side Rail 1 8083-TB ALUMINUM 2.056'
FLANGE FRAME SILL FLANGE FRAME JAMB INTEGRAL FIN FRAME HEAD
11 27408 742740AW Sash Bottom Lock 0 6063-TB ALUMINUM 3 6063-T6 ALUMINUM 4 6063-T5 ALUMINUM
12 2785 62785W Sash Stop
13 134 66615 Addon Flange
20 1226 61226DW Vinyl Bulb,Flex PVC 70
21 1662C 71662CW Head/Sill Gasket,PDlyethelyne 2'058" --- 3.225' TT .676 ►I
22 1270 7PA0118 Open Call Foam Pad oso 1.125" -I .05°" J I� 1'187 {
aso•
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC .062' T
T '1.807' 1.888•
24 4066 64086G Wstp.,187 X.230 Fin Seal 2.°00" I .062
25 2784 72784W Sash Side Rall Gasket,Polyelhelyne - •g7y 050 1.229' 050•
26 1078 7121 UM Balance Takeout Clip 1.12x" 976'5 o6z" n 13
J ADDON FLANGE
27 Varies per Size Balance 1 .062' J O 6063-T6 ALUMINUM
28 2711 4260OW Sash Cam,Nylon 050 1
082'
926•
29 1096 71096W Sweep Latch,Zinc 2.o5s• .oso• •800• F-
30 FIN FRAME SILL INTEGRAL FIN FRAME JAMB SASH BOTTOM RAIL SASH TOP RAIL
30 1016 71267N S X.gB Blh.ock
1/l.SMSLatch Screws 5 6063.76 ALUMINUM 08083-TB ALUMINUM 7 6063-T6ALUMINUM 06063-T6 ALUMINUM
31 1267 71267N Setting Block 1/8"x 1/2"x 1",EPDM
32 6DURAK316 Duraseal-3/16" rl+ .062'
33 6DURAK14 Duraseal-1/4" 1.682'
34 Sash Bottom Lock Spring 062'
35 Screen Cloth,Fiberglass mar 665•
36 Dow Coming 899 Silicone Glazing Sealant °82" .oso• _% o3s• A.826'
874'
40 1625 616258 Glass Bead(1/8"Glass)
41 2719 627198 Glass Bead(3/16"Glass) -�'0"
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--'1 .010•
42 1263 612638 Glass Bead(1/4"Glass) 9 FIXED MEETING RAIL /10 SASH SIDE RAILSASH BOTTOM LOCK RAIL 12 SASH STOP PRODUCT REVISGD
43 1253 6VT48B Glass Bead(I.G.) O6063-T6 ALUMINUM J6063-TOALUMINUM 06063-T6 ALUMINUM 08063-T5 ALUMINUM az complying wilh the Florida
Building Code
50 781 PQA #8 X 1"QUAD Pn SMS Accepinnce No I -CO
51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. III III 1! aapiraticmDale. /jptG
52 1184 781LHPQA #8-15 x 1 LH Twinfast Screw ZJnc \���p��V LYNN ' Ravlaed By: Dote: Revleion: qy
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53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc(S.S.) , Q; * Ravlaed By: Dole: Ravrafon:
54 78X1PFTFUA #8 X1"Ph FI u/cut SMS _ No.56705 SC 05/20/15 NO CHANGE
55 78X1FPAX #8 X 1"Ph FI-Stainless Steel =
60 1/8"Annealed or Tempered Glass •.�(•3;i-�I�,��` ® 0eac7p1ton Drawn ey
p � a�7 : w_ BOM&PART DETAILS J ROSOWSKI
61 3/16"Annealed or Tempered Glass O •• TE 1070 TECHNOLOGY DRIVE Titre: Dole:
62 1/4"Annealed or Tempered Glass .,r FtoR1oP.• C�� N.VENICE, FL 34275
63 1/8"-114"Air-1/8"An.or Temp.I.G. ONA�1 NOK MISOX 152974 SINGLE HUNG WsINDOWhINSTALLATI�ON9Re 05/11811
64 1/8"-3/16"Air-3/16"An.Or Temp.I.G. A.LYMVaw
IhIII�ER,P.E. CERT. OF AUTH. #29296 SH-200 NTS 8OF8 MD-SH2O0-01 B
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