HomeMy WebLinkAboutNotice of Acceptance MIAMf-QjADE
MIAMI-DADE 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) I 1www.miamidade.eov/ecoaom4
PGT Industries,Inc.
_1070 Technology Drive
North Venice,FL34275
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'.Itesting 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 byl Miami—Dade) County Product Control
Section that this product or material fail e reguirements,of the applicablel building code.
This product is approved escribed herein, and has been esrgn 1 with the Florida Building
Code, including the l i Velocity Hurricane Zone.-
DESCRIPTION: Se 'es 11SH-200"Aln ' m Single Hume Window—N.I.
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APPROVAL DOCUME o.MD-SH2O0-01,titled"SIingle Hung Window Installation"
sheets 1 through 8 of 8,dated 05111/11,with revision C dated 04/22/116,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 aut matically 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#15-052812 and consists of this page 1 and evil page E-1,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0505.02
MLFD4be Coll unrrY Expiration bate: September Ol,2021
Approl al Date: June 16,2016
(p f I Page 1
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' PGT Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0614.01)
• 2. Drawing No.MD-SH2O0-01,titled"Single Hung Window Installation"sheets 1
through 8 of 8, dated 05/11/11,with revision C dated 04/22/16,prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS I
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading'iper FBC,TAS 202-94
3)Water Resistance Test,per FB,C, TAS 202194
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 03/28J11, 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), dated 05/22/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0528.22)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with`FBC-5t'' Edition (2014), y
2, 2016,issued by manufacturer,signed and sealed dated May}by Anthony,Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0528.22,issued to PGT Industries, Inc.for their Series
"SH 200"Aluminum Single Hung Window-N.I., approved on 08/06/15 and expiring
on 09101116.
Manuel ez,P.E.
P loduct Contr Exa finer
NOA No. 6- 5.02
Expiration Date: September 01,2021
E-1 Approval Date: June 16,2016
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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), 53.1/8-TIP-TO-TIP WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-118'BUCK WIDTH 52-118'BUCK WIDTH
3)FOR MASONRY APPLICATIONS IN MUWJ-DADE COUNTY,USE ONLY MWMI-DARE COUNTY APPROVED MASONRY NO ANCHORS 49.1/8' 49.118'
ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED IN VISIBLE U HT VISIBLE
WITH UGHT
MASONRY UNITS AND CONCRETE TH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6,SHEET 4&5. FREE HEAD B I g.MAX 3'MAX f+— T-_•�D
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5.SHEET 4.ALL WOOD BUCKS LESS THAN A
1-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED I __ C_ —
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE_L-12'THICK.OR.GREATFR-1X AND 2X-BUCKS- - L _ — -
8''MAX.FROM -.d--
- --(WHEN USED)SHALL BEDESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.W000 BUCK DESIGN CENTER OF ! T VISIBLE t __ I 35-W
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING I 21- LIGHT VISIBLE
VISIBLE
MAX.O.C. 78' /' I I
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,USE ANCHORS OF RAIL j TIP-TO 6 X,'MA O.C. LIGHT
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&8,SHEET 4&S.NARROW JOINT SEALANT IS USED ON ALL ! I TIP I j
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIFLASHING .. ..._ - n•HEIGHT
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE I I A BUCK I 1 C
OF THESE INSTRUCTIONS. I I HEIGHT _.77- --
8'MAX FROM _ I_ / _ _ __ _ _ -_----- — -/I I — —
6)SHIMSARE REOUIRED-AT_EACH:ANCHOR.LOCATION WHERE THE PRODUCT-IS NOT FLUSH TO THE-- -- - CENTER OF I / L.Z. I L_ BUCK
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING I I HEIGHT
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL I ! 23'
7)DESIGN PRESSURES: .j1 I MAX O.C. f
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM 1 ilL E1300. 1
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9' L-.--8 I �L--�D
NO ANCHORS REQUIRED ��11 --.-(I
ANALYSIS AND GLASS PER ASTM E 1300. MAX. IN FLANGE FRAME SILL 3'MAX 6'MAX.O,C,
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF 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
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS (TESTED UNIT)
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9)REFERENCES:TEST REPORTS FTL-0479;ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ANSVAF&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:
4DO1 SERIES(FIN FRAME). DESIGN PRESSURE RATING I IMPACT RATING
VARIES, NOT RATED FOR GENERAL NOTES__...................1
SEE SHEETS283 IMPACT RESISTANCE ELEVATIONS...„.„.....................-
DESIGN PRESSURES-„„._„2&3
INSTALLATION,FLANGE_.........4
STANDARDS USED: INSTALLATION,INTEGRAL FIN._5
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION ANCHOR QUANTITIES................6
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. -ASTM E1WOOS GLAZINO DETAILS......__.__--....7
•ANSUAF&PA NDS-2012 FORWOOD CONSTRUCTION CORNER ASSEMBLY................7
•ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES...._........B
I•-- vLnoTH WIDTH
•AISIS100-07IS2.2010 PARTS LIST..............._............„..8
1 i PRODUCI'REVISED
/ m emvlriAB with dw FbAda
/ DAwldmgCOd� 5 S.o2
" i;ftlN •�•.'ii 17eviaed Bl' D4Ec fbHa�oR: Dw 2)
HEIGHT HEIGHT . .•,,.,..�'�<<�A JR ADDED iG SPACERS,
•`,r..=^<F 04/22/16 �RRECTEDSASHHEIGHTS Dy
/ RaNid By. Oats P-VW-R: Mien Dale Roduct
® GENERAL NOTES&ELEVATION ROSOWSKI
E-OUALLTM PROVEW10114B ARCKTOPPROVEW10RFl RAUNVIWEOLIALUTE TE OF �• 1070 TECHNOLOGY DRIVE 718e:
•.-et.cP.tO:•'•�.� N.VENICE, FL 34275
J%'S'•;; �t P.O.BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11
•• �,�' i '�• NCKOMIS;FL 34274 1 SMwlm d-B g+Scale eat pvakp No. Rer.
A LYY P.U( M�705
P.E. CERT.OF AUTH.129296 SH 200 NTS 1 OF 8 MDSH2O0-01 C
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TABLE 1: TABLE 2:
lrtmuimum Design Pressure ibs/ft2 for Glass Type A, Fin&Flange Frame Monolithic Glass Types
Sash Helght2 9 ) YP 9 PRODUCTREVISBD
Window A 1/6"Annealed =MrOya g with ew Fk"
HeigM1 (see Figure A,this sheet) Maximum Window Width' n�� lro 0�5
19 1/8' 26112" W. B 1/8'Tempered 37' 41' 4S 49" 53 t18• per«� Cke
C 3/16"Annealed �f0 Due 1
23• 113/16"(Equal Lice) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 30.0 +55.0 -W.0 +55.0 -K0 +55.0 J0.0 +55.01-90.0 ay
D 3f1fi Tempered M=.,,_l_��
under 1133/iS +55.0 -90.0 +55.0 -9D.0 +55.0 -752 + 65.5 +55.01, 57.3 +50.2 50.2 +44.8 44.8 +39.9 39.9 (rJ"
37' 18-9/16' ) E 1 'Annealed
(Equal Lile +55.0 30.0 +55.0 -90.0 +55.0 34. +55.0' -74.5 +55.0 -66.5 +55.0 -61.0 +55.0 5T.7 +55.0 55.0 F 1/4'Tempered
over 18-WI6' +55.0 -W.0 +65.0 -90.0 +55.0' -75.2 + .5 1+55.0 57.3 1+50.2 50.2 1+44.6 44.6 1+39.91 a.9
- _ udder 15 7/8' +55,0---0.0__+55.0 _87.1--+55.0 --73.4--+55.0 -53:8 -+55:0 -58:8 +50:0 50.0 +44:8`-44:8-+40:0-40.0 - Y ---r U --
- 38-6" 15-7/8•thru 193/16'3 +55.0 90.0 +55.0, -90.0 +65.0 -78.7 +55.0 -68.0 +55.01 •58.5 1+51.1, 51.1 1+45.9 45.9 1+41.3 41.3 TABLE 3: > ` &
191/4'(Equal Lite) +55.0 50.0 +55.0 -90.0 +55.0 52.7 +55.0 -72.6 +55.0 -63.5 +55.0 -57,g +54.2 54.2 +51.5 51.5 Insulated Glass Types O o O
Dyer 19.1/4• +55-0 -W +55.0 -87.1 +55.0 -73.4 +55.0 53.6 +55.0' S6.8 +5D,0 50.0 +44.8 44.8 +40,0' 40.0 N
G 1/8"Annealed,1/4'Airspace,IF Annealed �`O Z yo
under 19•9116" +55.0 81.5 +55.0 -T2.3 +55.0 .61.3 +55.0 S5.3 +60.5 50.5 +45.8 45.8 +42.0 420 +38.7 38.7
H 3/18"Annealed,3/1B'Airspace,1/6'Annealed O 2
193/16'thru 22-1,7 3 +55.0 -90.0 +55.01 -87.9 +55.0 -74.0 +55.0 -64.3 +55.0 58.9 1+50.1 50.1 1+44.81 44.8 +40.0 -40.0 �
45• -- I 1/8'Tempered,-1/4"Airspace,1/8"Tempered- - --- -- Q ---
_ 223r16'(Equal_Lite) -±55.0--90.0 -+55.0 -50.0 -+55.0---78.8 -+55:0 68:1 +55:0 -58.5 -+51.1 31.1-+48:0 -46.0+41- 41.4 x
-- J 3116"Tempered,3/16'Airspace,1/6"Tempered <w
Der 22-Wl W +55.0 •81.5 +55.0 -72.3 +55.0 .61.3 +55.0 j 55.3 +50.5 50.5 +45.8' -45.8 +42D 42.0 +38.7 38.7
under 20.1/8' ' +55.0 71.6 +55.0 -62.8 +55.0 55.4 +50.31 50.3 +45.9 -45.9 +41.7 -41.7 +38.9 38.9 +362 36.2 D )
LL
2D-1/B•thru 24-1/2' +55.0 -90.0 +55.0 -82.5 +55.0 -69.5 +55.0 -61.6 +55-0 55.4 +49.3 -49.3 +44.6 -44.6 +40.0 -0.0 c� Z O
243/1G(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 FIGURE A SASH _ N
GROSS SECTION
aKt 24 9/1E +55.0 -71.6 +55.0 62.8 +55.0 55.4 +60.3 50.3 +45.9 45.9 +41.7 41.7 +3t3,8 38.9 +36.2 38.2 (WITH MONOLITHIC W
under20-13116" +55.0 -67.8 +55.D -59.9 +53.3 53.3 +48.5 48.5 +44.1 44.1 1+40.2 40.2 +37.8 37.6 1+34-8 34.8 1 Gross) fff Z
2013/18'thru 25S/16'3 +55.0 -89.6 +55.0 -80.3 +55.0 .67.7 +55.01 -60.6 +54.2 -54.2 +49.0 49.0 +41.2 44-2 +40.0 40.0 �_ (/J Z
SOS/8' 25-WB"(Equal Ltte) +55.0 I -%.0 +55.0 -9D.0 1+55.01 .75.4 +55.01 -65.7 +55.01 57.4 +50.3 50.3 1+44.9 44.9 1+39.9 39.9 jl N W (�
o%er254V +55.01-67.8 +55.0 -59.9 +53.3 53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 1+37.6 37.6 +34.8 34.8 1 0 p
urlder2415/16' +55,0 56.0 +438 43.8 +41.9 41.9 +39.1 39.1 +36.0 36.0 +32.6 32.6 +30.0I -W.0 +27.8 -27.6 ii Z ••N
61' 34-15/16'thru 30-1/2'1 +55.0 -75.0 +55.01 -66.0 +55.0 57.4 +51.91 -51.9 +47.41 47.4 +43.21 43.2 +39.9 -39.9 +37.3 37.3 11 O J T
30-Wie'(Equal Lite) +55.0 -87.9 +55.0 -75.3 +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 it HEIGHT
W Z HEIGHT to
over 3D-9/16' +55.0 .67.8 +55.D 59.9 +53.3 53.3 +48.5, 48.5 +44.1 44.1 +402, 40.2 +37.6 -37.6 +34.8, -34.8 1 ❑ i �t
t
under Z;i-3!4' +5q,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 -26.9 +26.5 SASH HEIGHT-3-9/16' It-28.5 I
253/4'thru 31-1/2`3 +55.0 72.0 +55.0 63.2 +55,0 55.7 +50.5' S0.5 +46.1 46.1 +41.9 41.9 +39.0 39.0 +36.3 36.3 n
315/16'(Equal Lite) +55.0 j 33.9 +55.0 -72.7 +55,0 64.8 +55.01 58.2 +52.41 52.4 +47.9 47.9 1+43.3 43.3 +39.71 -39.7
_n
then 31-9/16' +55.01 .67.8 +55.01 59.9 +53.3 53.3 +48.5 48.5 +4T.1 44,1 +40.2 40.2 +37.6 37.8 +34.8 34.8 4 Aug.under293/4" +53.3 53.3 +39.7 39.7 +39.1 39.1 +36.7 36.7 +33.4 33-4 +30.3 30.3 +28.0 -28.0 +25.8 -25.8 Ij g
2D.3/4-thru 36.1/2"3 +55.0 -61.0 +52.0 52.0 +482 48.2 +44.0 -44.0 +40.1; 40.1 +37.0 37.0 +34.1 34.1 +31.4 31.4 i a o 0
38-WIG'(Equal Lite) +55.0 -68.3 +55.0 56.3 +52.1 i 52.1 +51.51 51.5 +47.01 47.0 +427 1 42.7 +39.6' 39.6 +37.0 37.0
aer36-9/16' +55.0 -67.6 +55.0 56.3 +52.1&.2441.2.
48.5 +44.1 -44.1 +40.2 402 +37.6 37.6 +34.8 34.8 COI
under 313r4' +53.3 53.3 +39.-t -9.7 +39.1 .36.7 +33.4 33.4 +30.3, 30.3 +28.0 -28.0 +25.8 -25.8 r
78' 313/4'tflru 39'3 +56,0 58,3 +48.0 48,0 +45241.2 +3T.9 37.9 +34.8 34.8 +31.T 31.7 +29.5 -29.5 1z''••..•••..391/16 (Equal Lae) +55.0 52.5 +50.8 50.8 +46,345.2 +44.2 44.2 +40.3 40.3 +37.7 37.7 +34.9 34.9 NOTES Q�•
1 Tip to tip dimensions for fangs windows shown.For to Windows or buck dimensions,e0tract 1".
2 tTEf'dll sash height For clear daylight height,subtract 39/16'. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH Iff
ANNEALED GLASS(TYPE A}
3 Size range Includes the standard Pro-View(3.0%er-2 conlguratlon)for the given Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH " •�'/(v L
For merall each Width,sublinict 2-15/i6'from the buck dimensoon. OR HEIGHT DIMENSION SHOWN ON THE TABLE. S^'`"t
WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53•. A•LYNNnsILLER P.E.
P.E.e 58705
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INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETECMU CONCRETElCMU
PER ANCHOR PER ANCHOR
OPTIONAL ADDON EMBEDMENT TYP.ANCHOR
INSTALLATION FLANGE 0 HEAD, 13 REQUIREMENT PER
.• TYPE.
OPTION 1 SILLB.JAMBS 3 EMBEOMENTAND
1/4'MAX 41 27 EDGE DISTANCE
CURVED HEADER EDGE SHIM PER SUBSTRATE.
INSTALLATION INTO WOOD DISTANCE 12 61 1D SEE TABLE 5,
2X,SEE NOTE 2,THIS SHEET. NC •• THIS SHEET.
d EMBEDMENT _------ — l
TYP.ANCHOR
�[ TYPE 38 EMBEDMENT
1/4`MAX - - - —EMBEDMENT— - -- EDGE -
SHIM MAX JJJ AND EDGE .. --_______ •• DISTANCE
3 t TYP.ANCHOR TYPE. I SHIM DISTANCE PER 24
1 EMSEDMENTAND II SUBSTRATE,
J) 1 4g5• I EDGE DISTANCE j� 1 SEE TABLE 5, 32-35
Il PER SUBSTRATE, I' THIS SHEET.
II INSTALLATION ExERlog INSTALLATION
l SEE TABLE 5,THIS
II 36 SHEET. OPTION 1 INSTALLATION OPTION 3
I VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
1RSIl3LE 11 STRAIGHT HEADER OPTION 2 __ _____ _
LIGHT I _ __ -— - ----- --BUCK WIDTH THROUGH 1X 13UCKSTRIP
_ ��_ -- ----- —INSTALLATION --INS7ALI11TK)N-
HEIGHT I 61 WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH INTO MASONRY.
30
REQUIRED AT HEADER. INTO MASONRY.
HORIZONTAL SECTION A-A EGRESS FORMULAS
1/4•MAX.SHIM TABLE 5:
n12 STEEL I Attehor Min.Edge Min.
(EQUAL-LITE)
41 SELF-0RILUNG Groap Anchor SubstrateeDistance Embedment WIDTH:TIP-TO-TIP WIDTH-4'
SMS(GS),SEE
2 751' 9 a J TABLE 5,THIS A 1/4'410 SS CreteFlex Unpmuted CMU,(ASTM C-90) 1314• 1-1/4• HEIGHT:TIP-TO WADTH/t-�5/76'
/ SHEET P.T.Soulham Pine(SG=.55) 9/16" 1.3lB'
BUCK #12 Steel SMS Aluminum,60B3-T5 min. 3/B" I/BI•EXTERIOR USE EITHER VISIBLE LIGHT FORMULAS
HEIGHT LATCHOM LOCK OPTION 4 N29)OR INSTALLATION (EQUAL-LITE)
BOTTOM Screw(G� steel slue,Gr.33 min. 318" 0.0346(ZO Ga)• WIDTH(SASH):TIP-TO-11P WIDTH-5-•V16'
32.35 {EFtt).TESTED INSTALLATION B A36 Steel 3/9' 1/8'1 WIDTH(FIXED):TIP-TO-TIP WIDTH-4'
TIP-T071P I' UNIT LOCATION: EIGHT:(TIP-TO-TIP HEIGHT-7-1/16')I2
HEIGHT I ANCHORS P.T.P7 Southern Pine(SG=.55) 1" 1-3/B' m
37 1 I� II 6-516'FROM DIRECTLY INTO
g4 VENT END. META 1/4'410 SS CreteFlex Concrete(min.3.35 ksi) 1' 1"
U prouted CMU,(ASTM C90) 1-T4- 1-1l4'
VISIBLE
I� I 7 l 3 P.T.Southern Pine G=.55) 1" 1-""
HEIGHT j1 II 36 DADE APPROVED MULLION. L
IW Steel Utraeon Concrete(min.2.9 ksi) 1' 13/B'
ALUMINUM,STEEL FRAMING OR EXTERIOR UngWed CMU,(ASTM C-90) 2-1/2•
I� II 11 STEEL STUD.SEE SUBSTRATE n •NOTES PROPERTIES,TABLE S.THIS SHEET. MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
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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 OFTHE WINDOW.
2.64' 31 20
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEEP.ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.
2X WOOD 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE I-12•THICK OR GREATER.1X AND 2X BUCKS PRODUCT REVISED
BUCKSTRIP, (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE w mmplymgwiib the Florida
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