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h
r �a Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
_ .;t` .. ";;`''•-=`sF:; FL# FL239-R24
Application Type Revision
Code Version 2014
Application Status Approved
r 1r r�N, y *Approved by DBPR.Approvals by QBPR shall be reviewed and ratified
^" ':`l�' •. „ 19 qy by the POC ands: mmission if necessary.
i 3 _' -
L;� J AIN 0 3 2Oi'l"I Dk
Archived
E yo ............^°Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext22318
druark@pgtindustries.corn
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email ti
Category Wino s
Subcategory Single Hung/
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 f 1994
Equivalence of Product Standards
CertiFled By
I
Product Approval Method Method 1 Option A File
C.
Date Submitted 08/22/2016
Date Validated 09/07/2016
Date Pending FBC Approval
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?parara wGEVXQwtDgUS1Bu8CAEm... 12n/2016
MIAM I-UADE
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMEWSTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control e to Section b used in Miami Dade Countyand other areas here allowed b Authority w y the Au ho ty
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.lieI Miami-Dadei 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 r licable Building code.
This product is approved as described herei has been designed to comp the Florida Building
Code, including the High Velocity Hurr' ne Zone.- ;I
DESCRIPTION: Series"SH 200" uminum Single Bung Window—N.I.
APPROVAL DOCUMENT: awing No.MD-SH2O0-01,titled"Sin g Window Installation"
sheets 1 through 8 of 8,dated 0 /11/11,with revision e-dat 6;prepared by manufacturer,signed
and sealed by Anthony Lynn er,P.E.,bearin the . Bede Eoanty Product Control Revision stamp
with the Notice of Acceptance number an 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 I Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising lite ture. 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#15-052812 and consists of this page I and evidence page E-1,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E. `
I
NOA No.16-0505.02
MIAMMADE cOIINTY Expiration Date: September 01,2021
�1oj / Approval Date: June 16,2016
l/ Page 1
I
Ct
GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
53-1I8-TIP-TO-TIP WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52.1/8'BUCK WIDTH 52-1/8"BUCK WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED MASONRY NO ANCHORS qg-1/8• 49-1/8"
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED IN VISIBLE LIGHT I VISIBLE LIGHT
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5 d 6.SHEET 4 d 5. FLANGE 8'(- MAX' _
/ FRAME HEAD _ 3'MAX. +•i r- f'-'D I
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5.SHEET 4.ALL WOOD BUCKS LESS THAN A ---
1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED j C J j
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.112'THICK OR GREATER.1X AND 2X BUCKS B'MAX FROM �- --!-•----- 35.1/2' {}
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESK CENTER OF i VISIBLE VISIBLE
L_ ,__.____ I 35-1YY
MEE
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ! 1 21" LIGHT 7'--�
1 T j 78 j
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF RAILING I i MAX.O.C. I TIP-TO 6"MAX.O.C. / I LIGHT
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALLI ) j ! -� j TIP j
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SE'AUNG/FLASH G _ --- ---LLL �,HEIGHT _ I
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE OPE A BUCK i C
OF THESE INSTRUCTIONS. ,
8'MAX.FROM 1 HEIGHT 77-
6)SHIMS ARE REQUIRED A7 EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF j L'-' /I L-- J BUCK
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUS BE MEETING I I HEIGHT
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL / 23"
7)DESIGN PRESSURES: I MAX•O.C. f
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PE S7M
E73DD.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE.FRAME 9' L.-'—S NO ANCHORS REQUIRED JTi L-'-+-D
ANALYSIS AND GLASS PERASTM E13DD. MAX. IN FLANGE FRAME SILL 3'MAX'
6'MAX.O.C.
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING
THE REQUIRED DESIGN PRESSURE.THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP_FLANGE FRAME ELEVATI • TYP. INTEGRAL FIN FRAME ELEVATION
THIS ANCHORS THAT OMEUCT.THE 6NTO CONTACTWTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUN FACTOR WAS USED FOR THE EVALUATION OF ANCHORS IREMENTS TESTED UNIT
(TESTED UNIT)
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9)REFERENCES:TEST REPORTS FTL-6479;ELCO ULTRACON NOA:ELO CRETEFLEX NOA:ANSUAF&PA NOS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS:
4G01 SERIES(FIN FRAME). DESIGN PRESSURE RATING IMPACT RATING
VARIES, NOT RATED FOR GENERAL NOTES.......................1
SEE SHEE752 d 3 IMPACT RESISTANCE ELEVATIONS.............................1
DESIGN PRESSURES............2&3
_ INSTALLATION,FLANGE.............4
WINDOW SHAPES D SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE STANDARDS USED: INSTALLATION,INTEGRAL FIN...5
SHAPE IN A BLOCKl"OOBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 d 3. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION ANCHOR QUANTITIES................B
---- --— ---- -1 ASTM E1300-09- - _ GLAZING.DETAILS........._...........
•ANSI/AF&PA NLIS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY............_.....7
' •ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES...............a
It- WIDTH +� Fes- WIDTH --{ •AISI-SIOD-071S2-2010 PARTS LIST..._......__...................a
PRODUCTREVIJED
u,�mplyitg-ilhDtaFlorid-
D Idin6Code •65�
/ IlI ,.•. , _,r R-Ne-d Acceptance No 1 5.0 2
HEIGHT -- - I Irpp it HEIGHT :;\ ",,� '_ JR By_ Dato:_ ReviAsfo�nED IG SPACERS, -"� t D.I. _2)
{ �� 1'3� 04/22/16 ORRECTED SASH HEIGHTS Oy
I Revl-ed By. Dote: R-vlolon: Miy----
de Pmdoel Con
��2 ® D-eoApti— Drain try:
— 14
J ROSOWSKI
of GENERAL NOTES&ELEVATION
EQUAL VIE PROViEW IONEL ARCtI'OP PRDYIEW/ORIEL RADiUsrov Eouu UlE 1070 TECHNOLOGY DRIVE TfU-: Dafe:
N. BOX MICE, 1529 29 P.O. SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O.
.t NOKOMIS:FL 34274 S-rt-/odot Seal-; Sheet: D—bg No. Rer.
A L NEp158705 PE CERT. OF AUTH. #29296 SH-200 NTS 1 OF 8 MDSH2O0-01 C
TABLE 4: TABLE 2:
s Monolithic Glass Types�-
Maximum Design Pressure(Ibs/ft)for Glass pe B-J�Ui&Flange Frame PrcolYUCC REtnst r
Window Sash Heigh A I 1/8"Annealed u«otprri a wnn me FImad
(see Figure A.this sheet) M Window Bwiduie Coae
Height1 B its"Tempered ^.^«Ptadcd rao }t"o- ,off
19-1/8" 26-1/2" 33" 37 41" 45" 49' 53-1/8" ^plrotwaUto
C 3116"Annealed
23" 119/16"(Equal Lite) +55.0 90.0 +65.0 90.0 +55.01 90.0 +55.0 90.0 +55.0 -90.0 +65.0 90.0 +55.0 90.0 +55.0 -W.0
D 3116"Tempered :,sF,ani nde rraduct c f
under 189/18" +55.0 40.0 +55.0 90.0 +55.0 -00.0 +55.0 90.0 1+55.0 -90.0 +55.0 -84.3 +55.0 1 -78.0 +SEE -72.9 E 114"Annealed
37" 189/16"(Equal Lite) +55.0 90.0 +55.0 9D.0 +55.0 40.0 +55.0 9D.0 1+55.0 90.0 +55.0 90.0 +55.0 •61.1 1455.0 -73.4 F 114"Tempered
oter 1&9116' +55.0 -90.0 +65.0 -00.0 +55.0 -90.0 +55.0 -90.0 +55A 90.0 +55.0 -84.3 +55.0 78,0 +55.0 -72.9 r
underl5.7/8" +55.0 90.0 +55.0 -90.0 +55.01 .90.0 +55.0 90.0 +55.0 98.5 +55.0 -W.8 +55.0 -75.0 +55.0 58.5cn r �U
38 3/8" 16-718"thru 19�16's +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 7 �
8.8 +55.0 -71.2 TABLE : ` r
19if4"(Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 '90.0 +55.0 -90.0 +55.0 •67.9 +55.9 78.8 +55.0 71.2 Insulated Glass Types o 0
over 19-1/4" +55.0 90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -00.0 1+55.0 -88.6 +55.0 -81.8 +55.0 75.0 +55.0 •60.5 G 1/8"Annealed,114"Airspace,1/8"Annealed O Z N
under 199/18" +55.0 90.0 +55.0 90.0 +55.01 -9D.0 +55.0 58.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 -%.71 H 3118"Annealed,3/16"Airspace,1/8"Annealed a O �¢f2
45" 199/1("thru 22-1/2"g +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 80.0 +55.0, -89.1 +55.0 -78.5 +55.0 -70.0 +55.0 -W.0 1 1/8'Tempered,1/4"Airspace,118"Tempered Q
22.0116"(Equal Lke) +55.0 90.0 +55A 90.0 +55M 90.0 +55,0 M-0 +55.0 -89.3 +55.0 -78,5 +55.0 -70.0 +55.0 -63.0 J 3116"Tempered.3116"Airspace,IN'Tempered
oter229/18" +55,0 90.0 +55.0 90.0 +55.0 90.0 +55.0 88.5 +55.0 502 +55.0 -73.2 +55.0 58.3 +55.0 59.7co
under20-1/8" +55.0 -90.0 +55.0 -90.0 +55.0 -88.0 +55.0 -81.8 +55.0 75.7 +55.0 -09.2 +55.0 -82.11 +55.D -67.7 � z ii
204/6"thru 24-ifY's +55.0 -0.0 +55.0 90.0 +55.0 -40.0 +65.0 •90.0 +65.0 -84.8 +55.0 74.2 4.55.0 .86.9 +55.0 59.1 w O
49" FIGURE A:SASH _ M
249/16"(Equal Lite) +55.0 -80.0 +65.0 -00.0 +55.0 -00.0 +55.0 90.0 +55.0 $4.8 +55.0 -74.2 +55.0 .65.9 +55.0 59.1 CROSS SECTION S m 0
o%er248/18" +56.0 90.0 +55.0 90.0 +55.0 -86.0 +56.0 -81.8 +55.0 -75.7 +55.0 �.2 +55.0 42.8 +55.0 -67.7 (WITH I.G.CLASS) � Z �
under 20-13/16" +55.0 90.0 +55.0 90.0 +55.0 -83.5 +55 +55.0 -74.0 +55.0 -67.3 +55.0 -61.9 +55.0 56.8 h
Z
2f1-1311ti tha 255118"3 +55,0 90,0 +55_a 90.0 +65.0 90. +65.0 90.0 55,0 -812 +55.0 .72.7 +55,0 -64.5 +55.0 -57.8 1 I �
505/8" 2jtEr(EqualLite) +55.0f 90.0 +55.0, 90.0 +65.0 90.0 .0 +65.0 -83.2 +55.0 -72.7 +55.0 -e4.5 +55.0 57,8 �! i N W z
older 2538" +55.0 90.0 +55.0 90.0 +65.0 -83.5 +55.0, -79.1 +55.0 -74.0 +56.0 .67.3 +55.0 -81.9 +55.0 56.8 a o
a
under 24.15/16" +55.0 $7.9 +55.0 76.6 +65.0 -85.7 +55.0 -62.3 +55.0 -60.0 +55.0 58.5 +53.2 -63.2 +49.6 49,13 11 it Z CV
3445118"thru 30.1/2"3 +65.0 -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 lit it, SASH $� 0 O c
61" 309f18"(Equal Lite) +55.0 97.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 55.5 +55.0 57.5 +51.1 51.1 VISIBLE LIGHT ! Ij HEIGHT o $$LU a Z
II I d� RN
o%ar30-911W +55.0 -87.9 +55.0, 75.8 +55.0�-74,11 +55.0 74.1 +55.0 74.0 +55.0 -65.5 +55.0 57.5 +51.1 51.1 HEIGHT I!!
l
under253/4" +55,0 53.9 +55,0 -71.7 +55.020 +55.0 59.9 +55.0 57.8 ]+14.. 54.5 +51.3 51.3 +48.3 -08.3SASH HEIGHT-39H6 255/4"thru 31-1/2" +55.0 -83.9 +55.0 -71.7 +55.09.4 +55.0 -69A +55.0 -69.4 -64.5 +55.0 56.5 +50.2 50.2
�" 319116"(Equal Lite) +55.0 -83.9 +65.0 -71.7 +55.0 -69.4 +55.0 .69.4 +65.0 -89.4 &1.5 +55.0 56.5 +50.2 50.2 '--
- - --- over3l-9/18" +55.0 -83.9 +55.0 71.7 +65.0 •69.4 +55.0 -69.4 +55.0 •69.4 -64.5 +55.0 56.5 +50.2 50.2
ander29.314" +55.0 -88.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 -61.5 51.5 +5D.0 50.0 +46.4 48.429-Y4"thru 38-112"5 +55.0 •68.3 +55.0 56.3 +52A 52.1 +51.551.5 +51.5 -61.5 51.5 +51.5 51.5 +46.4 48.4 o 0
� n:8
�" 369/16"(EqualLite) +55.0 •883 +55.0 58.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 51.5 +51.5 51.5 +46.q -08.4 oxer3"Aff, +55.0 -88,3 +55.015&3 +521 52.1 +51-5 51.5 +51.5 -61.5 51.5 +51.5 51.5 +48A -46.4
under 31514" ±55.0 _625_ +50.8_ 50.8_±46.3.-46.3--145.2.-452__+45.0.--45.0_+45.0 -45.0--+45.0.-45.0--+45.0
- 78" 319/4"thru 39 ' +55.0 -625 +50.8 50.8 +46.3 -46.3 +45.2 45.2 +45.0 -45.0 +q5.0 -05,0 +45.0 -4&0 +45.0 45.0 [ 'f
394/16"(Equal Life) 1+55.0 -62.5 +50.8 50.8 +46.3 -46.3 +46.2 45.2 1+45.0 A5.0 +45.0 45.0 +45.0 45.0 +45.0 45.0 NOTES r
I Tip-to-tip dimensions br flange windows sham.For On windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS
20aerall sash height.For clear daylight height,subtract TYPES B-J.NOT APPLICABLE WITH 1/a'ANNEALED GLASS(TYPE A).
3 Size range Includes the standard Pro-View(U%er--2 Canflgrralion)far the given Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR
For owrail sash width,subtract 2-15/18"from the buck dimension. HEIGHT DIMENSION SHOWN ON THE TABLE.
A.LY MILLER.P.E.
WINDOW HEIG P.
SASH HEIGHT CAN NOT EXCEED 53-. .E E.q 58705'
t I
INSTALLATION DETAILS FOR FLANGE FRAMES OPTIO 113 •�_ ` Co c IT MUr
PERANCHOR PERANCH
NALADDON EMBEDMENT, REQUIREMENT REQUIRE I• —
i
TYP.ANCHOR
INSTALLATION FLANGE QHEAD. TYPE.
SILL&JAMBS 3 EMBEDMENTAND
OPTION 1 i'r ' - _ 1/4*MAX qt�- 27�� I / EDGE DISTANCE
CURVED HEADER F.� ---- _- (4 u
INSTALLATION INTO WOOD 4� _ _,�`-----� EDGE SHIM z 6�\ 10 \ I I I PER SUBSTRATE.
2X,SEE NOTE 2,THIS SHEET. _ DISTANCE ./ `� SEE TABLE 5,
THIS SHEET.
EMBEDMENT
TYP.ANCHOR -
TYPE•,.-° 38 —I�i(
EMBEDMENT
�114'MAX 1/4a EMBEDMENT _ EDGE
SHIM JJJJJ AND EDGE :• .. --------- I DISTANCE
(^3} I TYP.ANCHOR TYPE, S Im DISTANCE PER i° 24 I ('
I EMBEDMENTAND jl SUBSTRATE, -
1,q�• 1 `EDGE DISTANCE 11 1 SEE TABLE 5, 3235
II PER SUBSTRATE, I THIS SHEET. —'--'--
I 36 SEE TABLE 5.THIS II INSTALLATION `13 --/64 fERIOR INSTALLATION
SHEET. OPTION 1 INSTALLATION `� OPTION 3
VISIBLE II STRAIGHTHEADER OPTION 2 �— VISIBLE LIGHT WID INSTALLATION ANCHORS
LIGHT 11 INSTALLATION ONTO INSTALLATION -— BU THROUGH 1X BUCKSTRIP
HEIGHT I� 61 WOOD 2X.NOANCHORS AN RS DIRECTLY -0-TIP WID INTO MASONRY.
__ II 3D REQUIRED AT HEADER. INTO RY.
!i zs ORIZ ECTION A-A
II —►1 r-- 114"MAX.SHIM TABLE 5: EGRESS FORMULAS
#12 STEEL Anchor Min.Edge Min. (EQUAL-LITE)
SELF-DRILLING Anchor Substrate
41 Group Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4'
SMS(GS),SEE
1 TABLES,THIS I A 1/4'410 SS CreteFlex C-90) 1-3/4" 1_1/q° HEIGHT:TP-TO-TIP WIDTHM.65/16"
2.751-(9) �( LJ ` SHEET II
BUQK I . outhem Pine( -. VISIBLE LIGHT FORMULAS
HEIGHT EXTERIOR USE EITHER I #12 Slael SMS Aluminum,8083-T5 min. B° 1/8"
/. LATCH(429)OR INSTALLATION (EQUAL-LITE)
C� BOTTOM LOCK OPTION 4 Screw(35) D• e)� WIDTH(SASH):TIP-TO-TIP WIDTH-5-1116'
•32-35 (911).TESTED INSTALLATION B A36 Steel 3/8" 1/8"' WIDTH(FIXED TIP-TO-TIP WIDTH-4'
TIP-TO-TIP ) UNIT LOCATION: )•
HEIGHT I I' I ANCHORS e - 1• 1318° HEIGHT: HEIGHT-7-1116')12
37 II 6-518•FROM DIRECTLY INTO
1" 1"
jl ,I 64 VENT END. METAL.
VISIBLE 11 ( I Ung )
LIGHT II 'j �l P.T.SoDlhem Pine(SG c.55) 1" 1-3/8"
HEIGHT I' ii 36 DADE APPROVED MULLION, C 114"Steel Uttacon Concrete(min.2.9 ksl) 1" I-We"
[j tl ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114"
T II II STEEL STUD.SEE SUBSTRATE
PROPERTIES,TABLE 6,THIS SHEET. 'MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
NOTES
—- II— 43- - - - -i- 1)•USE ONL-Y-SUBSTRATE-APPROPRIATE ANCHORS-USTEDON-TABLE-5.OF-THIS-SHEETFOLLOV/EMBEDMENT�AND£DGE-DISTANCE-IJMITS.-ANY-INSTAl1ATI0N-OPTION- ----
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
i 2.25a^ 31 � I 20
2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 5.THIS SHEET.ALL WOOD BUCKS LESS THAN 1-il2"THICK ARE TO BE CONSIDERED IX INSTALLATIONS.
BUC2x w000 2 , 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS PRODUCTltEViSED
SEE
STRIP, I /; (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE .mm r
SEE NOTE 2. li�I ENGINEER OR ARCHITECT OF RECORD. Building code
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THIS SHEET _J ! Zc ptenm No !G-O p21
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