|
■�1
<br />L 1) N�ri 1rifftAb
<br />GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW
<br />1) THIS PRCDUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
<br />BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVI IZ), 53.118•" TIP-10=TIP WIDTH -
<br />62-1/6' BUCK WIDTH
<br />2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1l8" BUCK WIDTH -
<br />ae-ve^
<br />ANCHORS _ V SISLE LIGHT
<br />NO A g9.1/6" I
<br />9) FOR MASONRY MATERIALS
<br />USED
<br />FOR
<br />IN ANCHOR
<br />EVALUATIONS
<br />COUNTY, USE ONLY SOUTHERN
<br />PIE COUNTY APPROVED MASONRY REQUIRED IN VISIBLE LIGHT
<br />MANCHORASONRYS. UN 78 AND CONOREpE WITHHMM KSILPBRIAONCHORRTVPEUSEE TABLIEB 6& 8, SHEET 4NE, ASTM Coo 0& 6�ETE FLANGE �,e B MAX' 3" MAK,
<br />FRAME HEAD
<br />4) MASONRY ANCHORS MAY BE.USED INTO WOOD AS PER TABLE 6, SHEET a. ALL WOOD BUCKS LESS THAN A 0 r
<br />AL UNIT IS
<br />INSTALLED
<br />1
<br />RE OPTION IF
<br />DUCKS A 2"
<br />WOOD BU 3 1/
<br />INSTALLATIONS. 5
<br />1X NST
<br />THICK ARE TO BE CONSIDERED
<br />1-1l2" THtT
<br />-----
<br />DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED A$ 2X. ARE i•1/2" THICK OR GREATER. 1X AND 2X BUCKS e" MAX. FROM - --'- -'� � _ � VISIBLE L._ _ _._._-.- -
<br />(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN CENTER OF- 21^ LIGHT + VISIBLE
<br />RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, MEETING 78" LIONt
<br />AND INSTALLATION IS THE RESPO E - MAX. O.C. /
<br />RAIL _ TIP -TO e" MAX. O.C,
<br />6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL: Be SEYQND WALL DRESSING OR STUCCO. USE ANCHOR$ TIP
<br />OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 6 e, SHEET 4 & 6. NARROW JOINT SEALANT I$ USED ON ALL 77" HEIGHT -
<br />FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING - - Q
<br />STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BVCK ,I{ 71"
<br />HEI
<br />GHT
<br />BUCK
<br />OFTH
<br />ESE INSTRUCTIONS. l
<br />FROM 1j
<br />8"MAX ft I -.J
<br />HEIGHT
<br />6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF
<br />SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, WOOD BUCKS, BY OTHERS, MUST BE MEETING - - /
<br />E WINDOW. RAIL / 2,
<br />BY TH
<br />LOADS IMPOSED ON I
<br />SUFFICIENTLY ANCHORED TO RESIST $ 0 1 MAX. O,C, � -
<br />1 _
<br />DESIGN PRESSURES. A -
<br />A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
<br />E1300. B D
<br />3, POSITIVE DESIGN LOADS BASSO ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME MA JJJ IN ANCHORS REQUIRED 3" MAX, -
<br />ANALYSIS AND GLASS PER ASTM E1300. - IN FLANGE FRAME SILL 8" MAX, O.C.
<br />8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO TYP, INTEGRAL FIN FRAME ELEVATION
<br />THE REQUIRED DESIGN PRESSURE. THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP. FLANGE FRAME. ELEVATION
<br />THIS PRODUCT, THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (TESTED UNIT) TESTED UNIT)
<br />ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
<br />OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, -
<br />9) REFERENCES: TEST REPORTS PTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AFSPA NDS-2006
<br />FOR WOOD CONSTRVOTIQN AND ADM-2006 ALUMINUM DESIGN MANUAL,
<br />10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
<br />4001 SERIES (FIN FRAME). -
<br />DESIGN PRESSURE RATING IMPACT•RATING
<br />VARIES, NOT RATED FOR
<br />TA E
<br />PAC RES NC
<br />— B &3 IMPACT IS
<br />SEE Sf�ifiET 2
<br />INSCRIBING - _ -
<br />B USED SYINSCR HE
<br />BELOW OR SIMILAR MAY E
<br />CONFIGURATIONS SHOWN D 5......... _ 7
<br />A D SASH ONF A$ H AZI G T M. WINDOW SHAPES- N S C GL N E A
<br />SHAPE IN A BLOCK ANO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. CORNER ASSEMBLY..... .. 7
<br />EXTRUSION PROFILES.... ....$
<br />PARTS LIST ......................... .......8
<br />I--- WIDTH --r-1 �"e" WIDTH ---
<br />........ -- (______------ I'RODUCT ItEV1,SED
<br />I - wa onmptytng "I'm the F1a14E
<br />BaildingCo�""3
<br />AcocPlancoi�
<br />HEIGHT JJ 10/10/11 2010 FBC NOTEBy
<br />HEIGHT ~ •'\G C 4vllam Dada Produce Cant
<br />°t= -)( %• Revised By: Dote: Revtelom
<br />* ; No. 58705
<br />mt
<br />117.t w-= GEVs.crNERAL NOTES & ELEVATION J ROSOWSKI
<br />OF (' =w' 1070 TEChINOLOCY DRIVE IItle:
<br />EaunulrE PROVIEWIOreEL ARCIITOPPROVIEIV/ORIEL - RADNerOPEQUAL LIIE �O:C"�•• . FLORIOP''N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
<br />S �\ P,O. DOX i529
<br />SIONO-\o NOKOMIS, FL 34274 Senes/Model; Scak: 5 Oru.Ng No, Ravn,•
<br />MD-SH2O0-01
<br />A. LYNN MILLER, P.E. CERT. OF AUTH. 020295 SH-200 NTS ---�--
<br />P.E.d 50705 —
<br />INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE —
<br />EDGE DISTANCE 114• MAX SHIM EDGE
<br />TYP. ANCHOR TYPE, EMBEDMENT AND DISTANCE 1(4" MAX SHIM I DISTANCE
<br />T .ANCHOR TYPE
<br />E DISTANCE PER SUBSTRATE SE
<br />YP
<br />EDGE T ,
<br />TABLE 6, THIS SHEET EMBEDMENT AND EDGE 2X WOOD, SEE
<br />2X WOOD, DISTANCE PER SUBSTRATE, —� O NOTE 2, THIS
<br />2X WOQO, SEE NOTE 2THIS SHEET SEE NOTE SEE TABLE 6, THIS SHEET. SHEET
<br />INSTALLATION , EMBEDMENT --
<br />OPTION 6 L F' _EMBEDMENT �_ THIS SHEET HORIZONTAL SECTION C-C
<br />2X WOOD, 8
<br />CURVED HEADER EDGE ___,`_ EDGE - -
<br />INSTALLATION BI$TANCE - `.. �- ---- -•—DISTANCE SEE NOTE 2, 41 27
<br />-�..T� THIS SHEET 28
<br />ANCHOR (SCREW) ��J'� j�•--� T I 12 51 10 EMBEDMENT
<br />EDGE
<br />- 1 D
<br />THROUGH THE FIN EDGE yII I
<br />DISTANCE 1 DISTANCE Ji
<br />EMBEDMENT
<br />` 114" MAX SN 1. 114" MAX SHI J _
<br />1 C8� TYP. ANCHOR TYPE, 38
<br />�-.- EMBED ISTANC D TYP. ANCHOR TYPE, _ _ _-_
<br />EDGE DISTANCE - • INSTALLATION
<br />6
<br />PER SUBSTRATE, EMBEOMENi'ANDEDGE _ 24 -
<br />SEE TABLE 6, THIS j DISTANCE PER SUBSTRATE. INSTALLATION =_-- = - OPTION B
<br />ANCHOR
<br />1 1 64 INSTALLATION
<br />SHEET. INSTALLATION SEE TABLE 6, THIS SHEET. OPTION 5 - 32 -
<br />-�� - (NAIL) THROUGH THE FIN
<br />VISIBLE 3- INSTALLATION 43 EXTERIOR
<br />LIGHT - OPTION E ANCHOR $CRE
<br />51) 30) STRAIGHT HEADER ( -- --- VISIBLE LIGHT WIDTH
<br />HEIGHT
<br />INSTALLATION ANCHOR THROUGH THE FIN BUCK WIDTH EGRESS FORMULAS
<br />2g (SCREW) THROUGH THE FIN (EQUAL-LITE)
<br />WIDTH: BUCK WIDTH .3"
<br />MULLION SECTION _ - HEIGHT: BUCK HEIGHT/2 -5-13/16"
<br />41 - DADE APPROVED MULLION, MAY BE
<br />J VERTICAL OR HORIZONTAL. MAX. - VLSI - LE LIGHT FORMULA
<br />EXTERIOR // L \ ION INSTALLATPF. $HIM. SEE SUBSTRATE (EQUAL-LITE)
<br />2.761" OPTION 7 PROPFRTIES, TABLE 8, THIS SHEET,
<br />USE EITHER INSTALLATION WIDTH (SASH): BUCK WIDTH - 4.1/16"
<br />BUCK LATCH 1# 29) OR ANCHOR SCREWWIDTH (FIXED): BUCK WIDTH - 3"
<br />HEIGHT- 32 BOTTOM LOCK ( ) �t-�14" MAX. SHIM HEIGHT:. BUCK HEIGHT-6-1/16") / 2
<br />(#11) TESTED THROUGH THE FIN EXTERIOR -
<br />35 I UNIT LOCATION• WITH FIN
<br />6-6/8" FROM REMOVED
<br />VENT END, 010 STEEL _
<br />III 1!__ SELF -DRILLING -� 1"ABLE e;
<br />VISIBLE
<br />LIGHT
<br />HEIGHT
<br />r ILA 11
<br />EXTERIOR
<br />V
<br />43 -Lill
<br />2 254" ALUMINUM/STEEL FRAMING OR STEEL
<br />31 i 20 STUD. SEE SUBSTRATE PROPERTIES,
<br />TABLE 6, THIS SHEET.
<br />NOTES
<br />Anchor
<br />Substrate
<br />Min. Edg e
<br />Distance
<br />MIn.
<br />Embedment
<br />i 3Box Nall
<br />FTSh 55)
<br />12
<br />2-7/16"
<br />.
<br />2-112"x131"Cmmon Nall
<br />P.T, Southern Pine (SG
<br />911T
<br />2.7/16'
<br />2.1/2" X .146" Roofing Nall
<br />P.S Ie Pine SG = .55
<br />.T ou h m ( )
<br />91 iB' _
<br />2-7/16"
<br />#10 Steel SMS Screw (G6)
<br />P T. Southern Pine (SG = .55)
<br />3/4"
<br />1.3/8"
<br />Aluminu m, 6083
<br />"Bel Slud, Gr. 33 min.
<br />3!8"
<br />0.038
<br />1
<br />A36 Steel
<br />3/8"
<br />1/8"
<br />PRODUM REVISED
<br />-
<br />ai canlpiyin with 11ro Florida
<br />/ 1) USE ONLY SUBSTRATE , I 1 I I MIMIMUM OF 3 THREADS BEY( THE METAL SUBSTRATE. Buildlhg Code
<br />r i/4" MAX SHIM 1 - AcevF�tee Nv /•�� 2
<br />1i- APPROPRIATE ANCHORS LISTEDON c'Aevleed By: pate: Revblon:
<br />LYNN i� F,� iratian Onto - OJ/p
<br />_ IF .-__ FOLLOWEBOFTHISSHNDT EDGE \'X� .N F % G"�7 `�J 10/10/11 NO CHANGE t'
<br />TYP. ANCHOR TYPE FOLLOW EMBEDMENT A E •,\GF Se .•'P BY=LC
<br />EMBEDMENT AND EDGE --_ EDGE DISTANCE LIMITS. ANY P *, Aevleed By: a e. Revlelon: Miam ado Produot Con
<br />DISTANCE PER SUBSTRATE,-�•'"" "`-• DISTANCE INSTALLATION OPTION SHOWN `1'tk / Nu. 50706
<br />SEE "FABLE $, THIS SHEET. U MAY Be USED ON ANY SIDE OF THE
<br />EDGE WINDOW, - Q if -- ® Osecsrption: Dwxn
<br />-, DISTANCE
<br />INSTALLATION — _- 2)zxWOOD FRAMING ORBVCK '`.�`• srAreoF (l,` wu, FIN FRAME INSTALLATION DETAILS J ROSOWSKI
<br />OPTION 6 - EMBEDMENT 1.1/2" THICK OR GREATER, p Z' 1070 TECHNOLOGY DRNE Rlfe: - Data:
<br />INSTALLATION ANCHOR — ', �(C •FLOR!oP' �\ N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
<br />2X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT :, tS'S E� �� P.O. BOX 1529
<br />(NAIL) THROUGH THE FIN (ALSO REFERRED TO AS DAYLIGHT TONAL -
<br />' ,+III ttr' NOKOMIS, FL 34274 Seriea/Model: Scare: Drawing No, Rev:
<br />OPENING) IS MEASURED FROM I' I t t SH-ZOO NTS MD-SH2O0-01 A
<br />A. LYNN MILLER, RE,
<br />VERTICAL SECTION D-D BEADING TO BEADING. CERT. OF AUTH. �i29298
<br />- P.E.t166705 - _
<br />INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE/CMU CONCRETE/CMU
<br />PERANCHOR PER ANCHOR TYP. ANCHOR
<br />OPTIONAL ADDON EMBEDMENT REQUIREMENT
<br />13 REQUIREMENT �� TYPE,
<br />INSTALLATION FLANGE @HEAD, (3 J-� - EMBEDMENT AND
<br />SILL &JAMBS \
<br />OPTION 1 T_ 1/4" MAX 41 - EDGE DISTANCE
<br />CURVED HEADER - SHIM 27
<br />IN91TCURV ON INTO WOOD EDGE/ PER TASUBSTRATE,,
<br />_ _ DI9 ANCE 12 \B1 1p SEE TABLE S,
<br />2X. SEE NOTE 2, THIS SHEET. `— --� �- i I THIS$HEET.
<br />EMBEDMENT -1—
<br />-- -- _ TYP, ANCHOR
<br />TYPE, _ .. •^ - 35 EMBEDMEN T
<br />1/4 EMBEDMENT .-. __- EDGE
<br />1/4"MAX MAX JJ - - DISTANCE
<br />SHIM AND EDGE
<br />TYP. ANCHOR TYPE, SHIM gISTANCE PER 24 q_ _
<br />3 SUBSTRATE, --
<br />- ---- EMBEDMENT AND SEE TABLE 5,
<br />EDGE DISTANCE 1 32
<br />1.4s6^ THIS SHEET.
<br />+ PER SUBSTRATE, 43 64 EXTERIOR INSTALLATION
<br />J SEE TABLE 5, THIS I INSTALLATION
<br />I 38 INSTALLATION I��Tl OPTION 3
<br />SHEET. OPTION t V
<br />VISIBLE STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
<br />LIGHT - INSTALLATION ONTO INSTALLATION BUCK WIDTH - - THROUGH 1X BUCKSTRIP
<br />HEIGHT 61 WOOD 2X. NO ANCHORS ANCHORS DIRECTLY TIP -TO -TIP WIDTH - INTO MASONRY,
<br />30 REQUIRED AT HEADER, INTO MASONRY.
<br />HORIZONTAL SECTION A -A
<br />T I / 20 EGRESS FORMULAS
<br />1/4" MAX. SHIM
<br />#12 STEEL I
<br />41 SELF-ORILL[NO
<br />SMS (05), SEE
<br />TABLE S.-THIS _
<br />SHEET (--`--r
<br />BUCK EX ERIOR USE EITHER -
<br />HEIGHT LATCH(#29)OR INSTALLATION
<br />BOTTOM LOCK OPTION 4
<br />TIP -TO -TIP 32 (#11), TESTED INSTALLATION
<br />HEIGHT I UNIT LOCATION: ANCHORS
<br />6-5/8" FROM DIRECTLY INTO
<br />\ 84 I VENT END. METAL.
<br />VISIBLE (3�
<br />LIGHT
<br />HEIGHT I I 34 DADE APPROVED MULLION,
<br />I III ALUMINUM, STEEL FRAMING OR EXTERIOR
<br />-- - - I 1 STEEL STUD. SEE SUBSTRATE
<br />Aluminum, 6063•T6
<br />Steel Stud, GL 33 min.
<br />318"
<br />0,0348 (2D Ga)'
<br />A38 Steel
<br />31&'
<br />P T Southern Pine (SG
<br />, EQUAL-LITE)
<br />WIDTH: TIP -TO -TIP WIDTH - 4"
<br />HEIGHT: TIP -TO -TIP WIDTH/2, 6.5116"
<br />%I I IQIBL0 LIGHT FORMULAS
<br />.(EQUAL-LITE)
<br />WIDTH (SASH): TIP -TO -TIP WIDTH • 6.1116"
<br />WIDTH (FIXED); TIP -TO -TIP WIDTH - 4"
<br />HEIGHT: (TIP -TO -TIP HEIGHT- 7.1119")/2
<br />II
<br />PROPERTIES, TABLE 5, THIS SHEET. V
<br />�4 3)_-
<br />II
<br />NOTES
<br />1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION
<br />SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
<br />2.264" 31 ._
<br />,,
<br />20
<br />2) MASONRY ANCHORS MAY BE USED INTO W000 AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN 1.112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS,
<br />2X WOOD
<br />/
<br />-(,�
<br />IX WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS
<br />DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
<br />PRODUCTnVISED
<br />BUCKSTRIP,
<br />%
<br />(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK
<br />SEE NOTE 2,
<br />ENGINEER OR ARCHITECT OF RECORD.
<br />ss Ma plying Alh the Florida
<br />Gadding Coda
<br />THIS SHEET, .
<br />3) VISIBLE LIGHT WIDTH OR HEIGhIT (ALSO �-r� Revised By: Dote:
<br />Accaptan N. ll')O1
<br />ra
<br />—
<br />--
<br />— —
<br />REFERRED TO AS DAYLIGHT OPENING) IS
<br />`--Ts 4 LYNN /
<br />9!<< �'
<br />Revision:
<br />Bx nation Onto
<br />\
<br />MEASURED FROM BEADING TO BEADING.
<br />1/4'•MAX SHIM
<br />`�
<br />Pia VtCENSF ,.'
<br />JJ
<br />Rev7ead By:
<br />10/10/11
<br />Dole'
<br />NO CHANGE
<br />Revlston:
<br />uy
<br />Miami ndc Pradad Lon( ti
<br />* l
<br />NO ANCHORS
<br />REQUIRED IN
<br />CONCRETE PER
<br />ANCHOR
<br />- n '' '
<br />* =
<br />7 "D :
<br />®
<br />Deecriplion:
<br />Drcwn By:.
<br />FRFLANGE AME SILL
<br />REQUIREMENT
<br />1N
<br />��}'• (O foil (�
<br />'
<br />FLANGE FRAME INSTALLATION DETAILS
<br />J ROSOWSKI
<br />-
<br />O srAr �.
<br />1
<br />7111a:
<br />Dore:
<br />, !
<br />NOVENICE,OF�D34275DRIVE
<br />P.O. BOX . 34
<br />SINGLE HUNG WINDOW INSTALLATION
<br />05/11/11
<br />VERTICAL SECTION B-B
<br />v;
<br />S ONAIL11
<br />MILL
<br />NOKOMI9. FL J4274
<br />SedeoCf`dll: Seale:
<br />_
<br />ea MD No,
<br />R.
<br />A
<br />A LYNN E'R P.E
<br />CERT. OF AUTH, #29296
<br />ti 200
<br />NTS
<br />MD-SN200-01
<br />RE.#56705
<br />MIAMI.5ZE MIAMI-DADE COUNTY
<br />* MW`PRODUCT CONTROL. SECTION
<br />DEPARTMENT OF PERMITTING, ENVIRONMENT, Al"tD REGULATORY 11905 SW 26 Street, Room 208
<br />AFFAIRS (PERA) I Miami, Florida 33175-2474
<br />BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
<br />NOTICE OF ACCEPTANCE (NOA) w,f',r.miamldade.eov/poFa
<br />PGT Industries
<br />1070 Technology Drive
<br />North Venice, FL 34275
<br />SCOPE:
<br />This NOA is being issued under the applicable rules and regulations governing the use of construction
<br />materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
<br />Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
<br />Having Jurisdiction (AHJ).
<br />This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
<br />Section (hI Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
<br />to have this product or material tested for quality assurance purposes, If this product or material fails to
<br />perform in the accepted manner, the manufacturer wi11 incur the expense of such testing and the AHJ may
<br />immediately revoke, modify, or suspend the use iaf such product or material within their jurisdiction. PERA
<br />reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
<br />Section that this product or material fails to meet the requirements of the applicable building code.
<br />This product is approved as described herein, and has been designed to comply with the Florida Building
<br />Code, including the High Velocity Hurricane Zone.
<br />DESCRIPTION: Series "SH-200" Aluminum Si-agle Hung Window — N.I.
<br />APPROVAL DOCUMENT: Drawing No. MD-SW,00-01, titled "Single Hung Window Installation"
<br />sheets 1 through 8 of 8, dated 05/11/11 with revisits A dated 10/10/11, prepared by manufacturer, signed
<br />and seated by Anthony Lynn Miller, P,E„ bearing, the Miami -Dade County Product Control Revision stamp
<br />with the Notice of Acceptance number and expiration data by the Miami -Dade County Product Control
<br />Section,
<br />MISSILE IMPACT RATING: None
<br />LABELING: Each unit shall bear a permanent lalblel with the manufacturer's name or logo, city, state,
<br />g �'
<br />model/series, and following statement: "Miarni-Dade County Product Control Approved", unless otherwise
<br />noted herein,
<br />RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
<br />no change in the applicable building code negativel-,y affecting the perfonnance of this product,_
<br />TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
<br />in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement
<br />of any product, for sales, advertising or any other purposes shalt automatically terminate this NOA, Failure
<br />to comply with any section of this NOA shall be cause for termination and removal of NOA.
<br />ADVERTISEMENT: The NOA number preceded by the words Miami -bade County, Florida, and
<br />followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
<br />displayed, then it shall be done in its entirety,
<br />INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
<br />distributors and shall be available for inspection at the job site at the request of the Building Official.
<br />This NOA revises NOA # 11-0614.01 and consists of this page 1 and evidence page E-1, as well as
<br />approval document mentioned above.
<br />The submitted documentation was reviewed by NUmuel Perez, P.E.
<br />NOA No. 11-1013.12
<br />INIAMt•DADE COUFtT'Y
<br />Expiration Date: September 01, 2016
<br />Approval Date: December 08, 2011
<br />Page 1
<br />PGT Industries
<br />M
<br />NOTICE OF ACCE-PTANCE: EVIDENCE SUBMITTED
<br />UJ
<br />LU
<br />A.
<br />DRAWINGS
<br />1. Manufacturer's die drawings and sections,
<br />"Single
<br />2. Drawing No. MD-SH2O0-01, titled Hung Window Installation." Sheets 1'
<br />"•
<br />through 8 of 8, dated 0511 UI I with revision A dated 10/10/11, prepared by
<br />manufacturer, signed and waled by Anthony Lynn Miller, P.E.
<br />B.
<br />TESTS
<br />1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
<br />2) Uniform Sciatic Air Pressure Test, Loading per FBC TAS 202-94
<br />3) Water P esistance Test, per FBC, TAS 202-94
<br />4) Forced E,Iry Test, per FBC 2411 3,2,1, TAS 202-94
<br />along with marked -up dra ings and installation diagram of series SH-200 aluminum
<br />,
<br />single hung window, prepar-ed by Fenestration Testing Laboratory, Inc., Test Report
<br />No. FTL-6479, specimens I tlu"u 26, dated 03/28/11, sighed and sealed by Marlin D,
<br />Brinson, P.E.
<br />(Subiti,itted i,ttider,previousNOA #11-0614e01)
<br />C.
<br />CALCULATIONS:
<br />_
<br />1. Anchor verification calculaucrus and structural analysis, complying with FBC-2007
<br />and FBC-2010, dated 06/08/11 and updated on 10/07/11, prepared, signed and sealed
<br />by Anthony Lynn Miller, P',.E-
<br />2. Glazing complies with ASTM E1300-04
<br />D.
<br />QUALITY ASSURANCE
<br />1. Miami -Dade Department of Permitting, Envirorunent, and Regulatory Affairs (PERA).
<br />E.
<br />MATERIAL CERTIFICATIONS
<br />F.
<br />STATEMENTS
<br />1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11,
<br />signed and sealed by Alithia-ray Lynn Miller, P.E.
<br />2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony
<br />Lynn Miller, P.E.
<br />3. Proposal No. 10-1066 issutod by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E.
<br />G.
<br />OTHERS
<br />1. Notice.of Acceptance No. 1.1-0614.01, issued to PGT Industries for their Series "SH-
<br />200" Aluminum Single Hung Window — N.I., approved on 09I01/ d expiring on
<br />09/01/16.
<br />ManvfTerez, P.E.
<br />Product Cont Examiner
<br />NOA No. 11-1013.12
<br />Expiration Date: September 01, 2016
<br />Approval Bate: December 08, 2011
<br />E-1
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