The URL can be used to link to this page

Home My WebLink AboutNOASCANNED BY St. Lucie County MIAMI•DADE MIAMI-DADE COUNTY • u PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE aI ANR Arvin At i PRr1Pr1CFr_ig4�m'dade.¢ov/economy PGT Industries, Inc. REQU R DEBY FIIEEANY LD INSPECTORS THAT NorthTechnology Drive MAY BE NECESSARY IN ORDER TO North Venice, FL 34275 COMPLY WITH ALL APPLICABLE CODES. 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. CONCEALED FASTENERS ORATIACHMRM DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I. ARE THE RESPONSIBIUTYOFTHE CONTRACTOR OR RECORD APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT BATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement "Miami -Dada County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1; E-2 and E-3, as well approval document mentioned above. FILE "� T L E COPY The submitted docume hpa on was reviewed by Jorge M. Plasencia, P.E. 1 1 JLI/E Ae�p n4tarvA-�4-t.NOA No. 17-0614.11 iration Date: February 19,2019 ILDING DI ON �1 Date: October 12,2017 REVLIANCE�� Page 1 PLANS ANTS PERMIT MUST BE KE JOB SITE OR NO INSPECTION(S) WILPSE MADE PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MID-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0629.14) 2. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOANo. 13-0502.03) 3. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 11-lorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014) and FBC-611 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property --Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Jorge M. Plasencia, P.E. P uct Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51" Edition (2014) and FBC-6' Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.16-1372B issued by the Product Control Section, dated 11/09116, signed by Manuel Perez, P.E. 4. Proposal No.16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No.13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted underNOANo. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12, 2017 E-3 GENERAL NOTES: SERIES 7201820 IMPACT -RESISTANT FU(ED WINDOW 1)THISPRODUMHASBEENDESIGNEDAME MCOMPLYY THE REOUREMENTS OFTHE FLOWDABUODINGCOOE. WCLUDINOTHE HIGHVELOCITYHURRICANEZONE(HV ). 2) SHUTTERS PJU: NOT REOJRED WHEN USED W WIND4WRNE DEBRIS REGIONS. FOR INSULATED GIA591NSTAWTONO MDVE 3OINTHE HVHZ THE OUTBOMD L]TE (GP) bIUST TEMPERED. 0) FOR MAEONRYAPPUCATIONS W TDM40ME fQUN1Y. USE ONLY MIAMI-DAOE COUNTY APPROVED MASONRYMCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM OW) CONCRETE MASONRY UNITS AND CONCRETE WISH MIN KM PER ANCHORTYPE 4) ALL WOOD BUCKS LESS THAN I-1Q'THICK ME TO BE CONSIDERED 9HEE 1XINSTALLATIONS. IXWDODBUCKSAREOPTIONALIF UNIT IS *_ INSTALLED HICKORGRESUBSTRATE. W000 BUCKS E WCIE )S TX MEESIG THICK PR GREATER TRANSFER L LOADS ASHEN USED) SHALL BEOESIONED DESIGN AND PROPERLY AULATIC LOADS TO THE RESPONSIBILITY IMOOD OFTHE NGI OESIGNAlID IR ARCIIATION)SIREORD.(ASRILITY 1YM. OFTHEENGINEER,(EOR)OR MCNIIEC]OFRELOPD, (AOftI D.C. DRESSING RSTUC O. USE GASEMATEPF.111LLBEBEYONDWALL } DRESSINGORSIDCCA.USEANCHORS OFSIIFFICIEMRSOF EM. NARROWJOINTSF_AIAMIS USED H ALLFOURCORNERSOFIHE SSALIN WST HINGONANCHORS R WALD RIESIS ANCEOF INST TIONSNGSTRATEGYFORWATERRE ISVn, EOF OFTHESENN SHALL BE DONE BY OTHERS MID IS BEYONDTHE SCOPE OFIHEGE WST2UC110N5. e)MAXI/4'SHV45MEMOUREOATEACHMCHORLOCATMMW E THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OFTWWSFERRINGAPPLIED MMS.MM BUCKS, BYO]HERS. MIST BESUFFlCIENM1YMCHOREDMO SISTLOAOSMPOSEDONTHEMBY CRAP THE W WDOW. 7) DESIGN PRESSURES: A MDATIVE DESIGN LOADS BASED ONBTRUCRIMLGYCLETEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM EV W. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STINCTURAU CYCLE TEST PRESSURE, FRAME ANALYSISAND GLASS PMASTMEISW. C. DESIGN LOMS ME BASED ON ALLOWABLE STIESS DESIGN. ASO. B)THEMCHORAGE METHODS SHOWN HAVE BEEN DESIfiNE0T0 RESSSTNME WtNOLOMS CORRESPOERWGTOIHE BEWARED DESIGN P(tESSURE.lHE 31-1?A STRE55INCREASEHASNOT BEENUSED IN THE DESI[W OFTHIS PRODUCTTHE 1.8 LOTH DURATION FACTOR WAS USED FIXi TiE EVALUATION OFMCHORS INTO WOOD. ANCHORS THAT COME INTO CON]ACT NIRI OTHER DLRSIMILM IMlERWS SHALL MEET THE REOUREMENIB OFTHE FIDRNABUBOMG 000EFOR CORROSION RESISTMCE B) REFERENCES: TEST REPORTS FTLJBT5, B O&MIZ ROD 4VnP-TO-TIPWIDTH - 4PBUCKWIDTH UGH] WIDTH T MAIL 4W BUCK WIDTH 45.1/PVISIBLE UGHTWDTH IDESIGNPRESSURERNTNGI IMPACT RATING VARIES, RAZED FOR tAAGE SSMPIL SEESHEETS2-5 MISSILE IMPACT RESISTANCE 48' BUCK WI TH UE I- LIGH]WIOIH LIGHT.U. C NAX F.SHEETS 2'MPX SHEETS SHEET] SHEET] P G, SHEETS BULK I HEIGHT L BUOK _-_ �____--_ HEIGHT 51BL WIBLE 1T'MA% / B}pL / .LIGHT O.G I / WSIBEGHT I / HEIGHT T 1 / I / iGH HEIGHT MI' T TIPO I 6`MPX. J HEIGHT O.L. TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDETOGHEETS: GENERALNOTES.-...Y__ 1 ELEVATIONS-- ........ _......... .._- i GLAMG DETAILS..-.-- M DESIGN PRESSURES._-..._ 3-5 INSTALLATION. FLANGE.__._ S INSTALLATION. EOUALiEO-. T INSTALLATION.INT.FW/ ._-.S CORNS ASSEMBLY.... —... SSE IRA.FIN� ...e CORNER ASSENT FLY....__...-10 EXTRUSION PROFILER .............. f 1 PASTS UST__._ .............._ 11 ULTRACON NOq ELCO CAETERI NCA:ANSVMSPANDS MR ,,COO CONSTRUCTION MDALUMWUM DESIGNMANUAL TAELEI: 10) THE T20 SE W ES USES A P VB INTERLAYER, TH E S2D SERIFS USESMSGWTERIAYERTHE]20ANDW05ER MAYALSOBE CODES) STMDARM USED6 •201] FLORIDA BUT-DINGIDG COOE (FBCL BT]I EDITION •2014 FLORIDA BUIMING CODE (FBC). STH mRION •ASTM E10W0B •MSVMSPA NDS-2015 FOR WOOD CONSMUC ION-20 :ALUM•ALUMINUM DESIGN MANUAL. ADM15 INUM •AISCS to lAAX FIGURE 1: �NA)L1YO.G / 12'O.C. / MAX / MM. ryPo D®cAPtlon $Ilenl 0 I 7HWI-wM 1CHS-B PVB-Y16 HS1 T 2 IItO'LeM 1B'HB-.09P PVB-Yt0' D 0 1-1/1B'Leml.bryll6'T-]/16'AV-Sge'M-.030'PVB-916 H9 2 4 1-Vt6'IrNb 1CT-]I1CM-1tC HS-.09C PVB-Y1C H9 ] 5 iNB'lartl 1TAn•. aW BG-S'14M 4 B JIIC LAM 1C HG-.09C 6a-3/1C HS B ] I-1/1C lxN.b Y1B'T-]/tEAtr•Yt6M-.091Y B0-Y1C An 4 ! 1-1IIC IaN.b 16'T•T/1CAY-3I1C H5-.WCBO-3It8'HS B --I TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT •SG'-'IGIPFNAT SIliEHitiLN 1XIC�eM�tta el nunm��iun w..n.,.v. 'PVB'='KURARAY TROSIFOL® PVB INTERLAYER' BYKURARAYANERGA INC. T— 12'MAXOM 2-MAX J ----I I-- C MAX D.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) w BUCK SHAPES AS SHOWN BELOW ORSIMOAR, MAY BE USED BY INSCRIWNGTHESHAPE WARLOCK MDOBTAWNGDESIGNPRESSURESFORTNATBLOCKSDPFRMN TMLESONs EET524. MCHORSPACINGTOBEVMAILFROMCORNERSMD12'O.G.MV MRA CURVEDFRAME MEMBERS, SEE FIGURE f.T11S SHEET. 1-- WIDTH --I F..-WIDTH-i F- WIDTH --{ 1r� 1� 1IL i I I I I I I I I I I I I I L J L - J WMTNYMTH -i F WIDTH -i J- W OTH - III WIDT�H -{ I-^oGI --i I- WIDTH +'{ 11j JR-OBMW17-UPDATED --I TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT •SG'-'IGIPFNAT SIliEHitiLN 1XIC�eM�tta el nunm��iun w..n.,.v. 'PVB'='KURARAY TROSIFOL® PVB INTERLAYER' BYKURARAYANERGA INC. T— 12'MAXOM 2-MAX J ----I I-- C MAX D.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) w BUCK SHAPES AS SHOWN BELOW ORSIMOAR, MAY BE USED BY INSCRIWNGTHESHAPE WARLOCK MDOBTAWNGDESIGNPRESSURESFORTNATBLOCKSDPFRMN TMLESONs EET524. MCHORSPACINGTOBEVMAILFROMCORNERSMD12'O.G.MV MRA CURVEDFRAME MEMBERS, SEE FIGURE f.T11S SHEET. 1-- WIDTH --I F..-WIDTH-i F- WIDTH --{ 1r� 1� 1IL i I I I I I I I I I I I I I L J L - J WMTNYMTH -i F WIDTH -i J- W OTH - III WIDT�H -{ I-^oGI --i I- WIDTH +'{ 11j JR-OBMW17-UPDATED .. ANCHORAUETOFBC201T. S m x O D N rg� elM N (i N W 0m fQ� n S IL Z Z b i p uev0 tJ UU` a°a �w p va n > oz Z O j J LL O f W K 1wK z N W N F F 5 [1 2 Z q D Ne>5 w W LU n 1,0 as Nlu roee0 op5 1Mndow Deslgn Pressure (+/-, psi) for Wass TYPO T jov�(m) 418 1 72 1 76 1 BD 00 m 90 tro 104 109-@ 30 •IAO +IAO •IA0 +IA0 •1m +1A0 N� •140 •1L) NAD +I40 32 +ALD HAO NLO •I •180 •/A0 •IL3 •/AO +/AD NAO •LAD & •/.® •IAO •LO NAO •/EO NAD +I� •/EO •IA0 N-798 •I-794 90 •IAU +/EO NLO +IAO +Im N-00 +1493 N.A3 +1]St +1-T].4 +I.W i8 +I� NAO •/AD NAO H80 +liflt +FTS2 •1-R5 N193 NAe.S J�3 40 N4M +IAn +/A0 NARK +L .1- l N-71.3 NA1.9 ., Sl +/A34 .141.6 43 •1A0 *1All +fAO ICAO +l-A.3 N-019 eAB2 NLt] HA1.8 N5D8 +A 2 ll •ILO •IAO +A9B.9 +/254 •FMI 1-0 9 •I45.6 •le2z N597 HSLB 48 NLO +/A0 •I -AR +bn6 W7o.1 N-0fl6 •1L35 +1A63 •W.7 0 40 NA0 N-]93 0.95.8 N.]19 +lAfl9 +1819 +141. +l 2 m +IAO +l-T1.5 NR4.1 N-0 +E67 +/Lit .167 L L 52 +/-741 +AFie +1-724 NNL.6 NM1 NATS F' Sr •/.A4 N.nB •1-70.6 +14L3 +140.5 +/iSe •FT2 +IAB.B HLB] se u.T42 +l m2 NAfle DID N.rzT NAe.i Nas 64 Nivz .lAi.t 64 66 Afl] BbilB Window Design Pressure (+/T psf)forGlass Type 3 Lme m) A ro 60W*1�6 I1w tm 1e]]IB laNsA-O2 w •IL •140 +IAU +IU +140 •IAO •IA0 kN334u455B80831 NNNNN/L.AOBOOtT •IA0 NA0 +I NA0 ON +ILO 7m 77 +L .,AD •/d +I- +la N0 +O U+HLO NA +IAO +l +IA N494 0-MA N-74.3 40 +1A +/0 •/-7. +/n5 +l-m9 •149 •1.80 31 a..$ +L4z S •IL2 +AO N.8 .rA +rAB 9 N4 -T NA75 N419 b 4-so 4NAT91.T 1 N4&1 0 N -An oIM N.5 NSB Fe NA N4 .3 +W.S LL Nd 78 N-R.7 +N L N-T98 +76 60 .LAD +1.60 N-775 +I.nB E0 +fM +I-A4 •1.75+4 ® 040 N-A.B 82 M B ->fl .1 Ni4 80 N-iT.2 el-]IB N- A9 ]/1GL MNATED SSTACK GLA8G5]AGK ��`��77�� lm. PYD INIERNYER iiiiRRiiii .L1WHEATSTRENGIHENEGGLASS USEDATCURYED FSAMEMEMBEASOIIY ®11i18'O.C.N EXTERIOR a GLASS TYPE 1 1-11ITNOM. GLASSSTACK L16'TENYERED GLASS FLANGED WINDOWS. SUBTRACT V FROM THETP-TC rP DMENSIONTO OETCRMINETHE SUCKDBAENSICN. UP TO THE NEST AVAILABLE SH DRT CR LON G Uw1ENS ION ..THE SMADESTYAAGOW SIZE INTHE TABLEASOVEYA9tl1 THEOYERAL DUENSIONS COMPLETELY RrW . EXTERIOR a GLASS TYPE 3 LONGSDE SHORT SIDE L �- LONG SIDE T- SHCRT SIDE L 711EIAMINATED GLASS STACK SrHENGTHENED GLA55 3118'ANNEP1En OLPSS 618' GLASS SITE >WN. SHORT SIDE LONG SIDE SHORT SIOE PRODUCT� REVISED BuililnBlCoBB wRh I5N PTNd4a Now-xe.CoEa 17-0614.11 NO CHANGES THIS SHEET. N '•+a N N OJ . OJO� 2 Ad n UUm D< W 9 2 F>W �¢f ANO C'L W G p N g LL o Q F $g ®G Z 1.. 3 'm O m Q Zw a I s W O X W as LL CI ALYNNBUIIFF,PE Wmdow Design Pressure (N} psi) for Glass Types 2 & 4 Lpp em) BrdIS R 1 76 80 84 a 92 SB 1W IN msv2 112 lie 120 121 in in 131 1b 1M w .180 .183 .I80 .180 .IAo •180 •140 .,to •/d0 ./AD •LAD .IEO •180 NAO N80 .IE1 •!dl ./A1 N.® .IAI 32 NEO ./90 ./s0 N D N8D N811 .I80 .IEO NAO .110 N80 .180 •180 N80 .180 .IA1 ./s0 +/a N40 .1E0 W 080 .its .IBD .18D .180 Nso UAD. ,AD ./to N80 .140 7180 .IA Nto ./a .140 m .180 ./8D .140 ./80 N80 N8o /to N8U +/80 .180 080 7/80 •180 • ./80 •Ito N&x 38 N20 N80 .I40 •180 N ./80 ./80 .180 N80 .18D .1A0 •180 •180 HBO u) .I80 N80 .1s0 .180 .1 .180 HAD .180 N20 •140 also K2 HAD N8D ./s0 •/80 •Ito .18o .tat ./ ./8o H80 also u .I80 .180 •/80 .IRO .180 •/so .180 N.eo NAO .180 F- 16 NAO Ito •180 .I80 Ns0 N8o .f80 .LAD a/8p y • 8D .180 .18D • 8p H80 NAZI a/8D .180 rT 6D 80 .180 • 80 .1&r N80 .I80 .180 52 .Iso N80 Ne0 •/80 51 N8D N80 •-Do ./80 N.A.6 Be .I N80 .180 N-A.1 m .1Ao •/eo NAO N80 •8o 1 N-rR3 82 02 .I80 •180 64 N80 80 EB IdD W-18 .190 ON TES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WMoGM. SOSTFADT I-MOMTHETIP-T TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOTSHOVVN. ROUND UP TO THE NEKT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WNDOWS, MIND THE SMALLEST V AND0W SIZE IN THE TABLE ABOVE MUCH THE OVERALL DIMENSIONS COMPLETELY Y-InS,N0M TALE DIMENSIONS MAYBE TNB'IAWNATEO GLASS STACK I OFUEMED LLYAS SHOO. -+jl r-- VITIAMWATED H0IENTED Il.RTI 5 YWN. GLASS STACK GLASS STACK LON.OSO•PVB INTERLAYER 3/te-TEMPERED GLASS SIir HEATSTRENGTHENEDGU6S SIDE 61DE 3HWHEAT 311P XEAT STRENGTHENED GL494 I.n--- LONG SIDE f L16-MEAT S]RENGTHENED GLASS STRENGTHENED GLASS ]/t6'AIR6PAGE .090'PVB INTFTOAYER -r d 11 1 11 SHORT USED AT OURVEO _I. 6 610E -4 SHORT FRMIE MEMSERS0NLY 2B USEDATCIIRVED ®114XO.C.MA SS FRA all-rj ERSONLY 28 IS 610E GLASS SITE g11-]/B-O.C. MNIC GVS901TE iJ 3 E RIOR EXTERIOR �� LONGSIOE -+{ m 13 a s 21 13 T p GLASS TYPE GLASS TWE4 DE p LONG SIDE SIDE mE L 1 -a 6SIM I- $1DE PROOUryryCIITgREVISED 6u0E4g CoeaMtn tlm FIORda NOA-No. 17-0614.11 E.plmaon Dam O211912O19 rc 0 (BNV gy� wD 0 m W m p rj LSn or! Z tdr! LL £ $ w 2 W p UUd oyy W � sno IM [0 O oZUP 5 � N � a o 0 " e Zul Iw S i DO 0 Z D DO Q Z p D a X a6 W No. 5870S ALYNNMM1LER RE. P£R39]05 Window Design P7Daaum(+/.,psQfor Glas3 Type 5 n BT-]IB 1 73 1 76 m 00 Il IW 1W f04 1 IM2 W -t2Sa +9M•IM I +9a'-11B5 +0-1119 +0d-1W.5 +9M-1w -01045 r9M.1035 ♦W3-lU5 ♦9w- W.T aw's7.0 ]] ♦WI-tta9 +9D-11D0 +WI-1W3 • .10" + SEET +93-S.T +9MA23 -Mae .0-W3 "9.0 .189 34 +W.10&g •M.IM +9Mi88 •9MA5.1 +M.9" NA62 NAa.4 NA35 ,W..1 H-R8 .l-A4 36 +9M 1026 +9D-97t •WIA2B +IA99 NA55 r1A28 +F]B] N-11.2 7145.1 N-714 N-T1.2 30 .9w-W4 a9DA22 •IAST +F832 +/AD7 •I-IB1 N-752 •1-T15 ♦I-TB3 HbSS .1�m3 m .9M.94B +/A8.2 •IA28 N-RB N-T!] Ndl3 Nd1s Nbt9 Nf51 Nb34 •/bT.0 12 ♦Bw-91.9 +/-01. • 0. N-'T7A •-743 N-70 NA0.2 Nb4T +141.0 .Ib9.0 Oat 44 NA63 +IR.4 •/da9 N-]i4 N-721 •lAB9 N .1A 2 NSA7 NA7.5 E 4s .1 54 NA00 +I.77.2 +/-TSB N-70.1 8 .1 i5 •1403 •147.7 N40 71417 +/-79.3 •LTSB .1-71.8 N 3 77N9 NALS .1-512 m +7a9 N-II. •1- 4.1 N-Ns NAB] +/A31 ♦149.7 5 Y 52 •I-TSt •1. 5.5 .!- 4 •f S Nb5.1 HALS 54 N-T1.4 N-TAB •A70S Nb].3 +1A35 SEE N- 58 • 72 NABO Nb63 58 •bT .2 •F 0.3 •7ABB m M7 1 N.wJ .rEs 82 +FT13 4AT.1 w BTd -14IO •Ib1 Vlmdow Dosign Pressum (N-, pst) for Glass Typo 7 ro l 6/-7I8 1 73 1 ]e 1 m ei BB I 02 85 180 1Di I 10 3Y ♦BW-1}1 •Bp'-12D ♦81-130 r0M-14, •�'-1228 +W/-01eB •�'-118.1 ♦m'-11T aBY-1102 +aM Im •W-60.a 52 +W�-031 ♦BN-039d ♦aN-118.8 114.8 •W/-11111 ,9W-10B.1 •W'9N.] ,W/-1024 ♦aN-102 OM ♦WI-IB1A ♦W'-09.T 34 •W-1211 •BB'-118.4 +W-111.] •WIW5 •2W-18AB •W'd9.T •8wdi9 rW1A2.1 ♦8Mi83 +ISD •/2&B 29 ,B6'-118 ♦W-1W.B •9W-1D1.8 •W-1W.5 ♦ a 63] ♦•IABS N-m .hBT] NA4.9 +1a25 •/d13 38 +BM-111.2 +Bw-104.2 +eMAT.B +Wlil ♦W-B1.f ♦1-01.8 NA1.8 r/-]BA +/-]&4 Ip rpy.tm.i •BM-03.9 •3W63A +WI-W.1 •FBI.2 Nd• +FfiPS N.7fl N-n5 •-]O.B NJ8 Ni7A 1A4 NA0.6 +477 +1-711 +/ABA ♦IA68 .M5.2 a4 .DUYB.] sWHft NAB.1 +/46� •h91.4 ;71 . .1-74.1 +1413 WZ 4d5.1 +IEse ae +Bw-0B6 . its .A7. ./Ai1 .1-72.2 +7.73A +l-iv> .Id5.1 ns +Bw.93s ,IA46 , H1.4 .14U N-n.2 .N33 ./ S .F616 90 •BUitA N31.8 alHi.T H-0aA +F]0.3 N-TIJ N67.5 C Y 53 NAo.1 +%.5 NA1.0 H-71.] +l-]3.9 •/49.5 ♦1-]0s N-76 fb N$58. N81.4 ♦4As N-T16 U 1 ♦.71.6 @ +lADA •liAO 04 -]6.B N-34 m N-n2 6]-TIB +l-]4A OINENSIDNS SHOYM. T/16' WAINAT,I GLA55 STACK I A90'SGINTEF M15•ANNV Y16'ANNEALEO GLPSS 4 USEDATCURYED FMME MEMBERS ONLY 29 BIB' �11-t10'G.0 MAIL GV59 BfIE 1-2 FX FRION 20 13 GLASS TYPE 5 F` LONG SIDE SHOR SIDE L ' �-•- IANG SIDE -� SNORT SIDE TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLYMSHOWN. MAW NOW GtA353TACK � GlJ,tEAABNATED IW STARK T��iL-3116'ANNFAIED GTA55 USED AT OURIED FRAMEMEMSERS ONLY FRw3THIN. EnEMOR a GLASS TYPE 7 so GLASG nRE 0H 1-A SHORT SIDE Fes-}Ii- i TANG SIDE 1 E PRODUCT REVISED ewiaainap°.nm tin,F78NSa R0A-RB. 17-0614.11 BaBirBuon Dam 02119/2019 e NOCHANGESTHISSHEET. Y U J aT K W a 0 UO 5DG '1°D m ¢ m N u� o N QJQ Z B li N" xw UU_ a o o2ia F w u S WW O Q 6 ® Z m laey5 C y O z W W x+x O � W dLL Wmdo W Design Pressure (4. psQ forGlass Types 6 B 8 Le'® 67-l6 22 TO I s0 84 Btl 92 S6 1 100 1 104 10J.1R 112 110 in 124 Im 132 1i 140 im 3D 49W.130 aw.Iw • .130 .W.1w •W-130 -Im •90'-190 .90I.1m a9e1.130 aW.im am.130 *W.120 +W.110 *0.130 •9N.190 win •9014 aW.190 •9M-190 •W.130 32 .90t.IN .9W-IN .9W-130 -1 .9W-fb .90'-131 •9WAT .9M-130 .9U'-13p .90I-130 a9M-130 •9W.130 •9y-13D a9M.13p a9p�-I •9M-130 •9d.130 •9N.130 .9M-130 •9G'.1b 34 030 •9M-1b -W-130 .WAM -"-IN 00.120 .90.130 •9W-130 a9W.190 .SW.Im •9W-190 •9M.130 79W.130 .9M.1 -190 .9W-1w . m a0M-130 .9WA]0 •9W.190 •9IX-130 .901.130 •9W 130 -tWl a9W.101 a901-1b a9W.130 .9W-130 .9W 1m .9M-,m •9W-133 .9d.19f1 .9W.IN 93 •BOI-IN •BM.IW .9W.IX •9W.IM •90.IN 7W.IX -IW •M.IW .9W.IX aW.1W .9W-130 •9W�131 •9W-129.2 •9W.12T.3 4D .W-I. •.13) •9M-tb •BW.Im am-Im .9W4b .9M-131 .9W.Im NW-1>D •90'-126.9 a9W.1232 •9W-im 42 a90.130 .901.1m .9W.1 4W .9W.IN .OD1-IN .90-IN .90-129.3 • 1232 .90-1197 .90.116.4 41 a9W-13D •m.Ib •9W.131 a9W.f33 •9W-133 .9M.139 •9W-191 .90-124S . 0-119.4 .9W415 s q6 a0-133 •9W.im • .Im •90.Im •90-120 .0-130 aW.Ime .9W-120.6 .90-115.3 79MA30 .".1m .p1.Im •9W.Im .W-1S7 .9W.123 •9M-11S5 Ie 5D -130 .w.1m a9p1-190 a9W.IM a9W.130 .90 T62 B9,N-I19. y 52 •9MAN •901.IN aM.130 .M.130 • 11-131 .81111-123 w 54 .9M-130 a901.1b •9M-130 .90-t30 .ses-111.1 56 .".130 .9W-IYI .9W-191 +am -IN .9D'-131 . .9041E a0 .9Y.1.O W -Im- a9p1131 aIE.11.129. 62 .9W-130 1 gL aBOI-131 .w 9W-tm30 .7 .9W.1T 6I.710 .9a.19D FOR SIZES NOT SHOrVN.R0UN0 UPTOTHE NEMAVAIWBLE SHORT OR LONGOIMENSIONVw"V" V V �..,....... � �.� ✓•u'�V� FORARCHITEC URA. VANDDVIS, FIND THE SMAUFST WINDOW SIZE IN THE TABLEABOVEWHICH THE OVERALLDIMENSIONS COMPLETELYFR WITHIN THISSHEEFMPLIMONLYTOPLANGEANDEOUA-1 GW1NWM.DOWTUSEM FINRLWOWW AS. 1-1116-NOK 7nWLAMWATED GLASS STACK 7111FLAMINATED GLASSSTACK GLASS STAO( ABD-5001TERLAYER 311fi'TEN.PF3Tm GfA55 NSHEATSTRENGT 3I16'XEAT WIWHEATSTRENG SMW HEAT 3RiENGT1ENEO GLASS STRENOl11ENEDGIPSS VIVAIRSPACE .090'SGIMERLAY 6 11 6 USEDAT CURVED USED ATCURVEO FRAME MENIBE0.a 2B WS' FRAMEMEMBERSONLY 29 9� ®11-)AT O.C. MAK GLAS96IIE @11-700.G MNL GLASS BITE 1-2 1.2 EKTEmOR E%TENOR a 20 13 a file 21 13 GLASS TYPE 0 GLASS TYPE 8 TABLE DIMENSIONS MAYBE T ORIENTEDVERTICALLYOR HORIZONTALLYAS SHOWN. LONG sloe GLASS LONGSIDE d ) IRASS ,- IIrII 1 1 sSIDRT U 510E SHORT L SIDE LONGSIDE SHORT J LONG SIDE 510E L 1 SHORT I-__ SIDE PRODUCT NO CHANGES THIS SHEET. E a O v O O 0� rr � B LL o L� Z 4B ' n IW 6a U L) d o W 0 i m c I u�9 n > � �Z$ z a .- 8 3 0 IN m � 3 m Z SC 0 0 a 0 yroS a G 3 Z NN w ai N6.5BTD6 115, PRODUCT REVISED q in I.. gnaao 9aEEI.B 97 `" _1 EDGE 2x Fo BUCIVE IN0,9EE INSTALLATION INSTALLATION EMBEOME.YT No". 17-0614.11 'll DISTANCE WM2R N0TE 2, THIssnEEr T1PEC TYF Expimtbn DMO 02119/2019 INSTALLATION TYPE EMBEDMEM 1M•Mq% IXWOODBUCKSTRlp, 9EE NOTE 2. THIS SHEET —f BY Mla Vo Con 0 SHIM I 7 EMBEMENT T 11 WP.ANCHORTYPE,EMBEDNENTAND EDGE DISTANCE PER SUB9THATE. EDGE DISTANCE EDGE 6 SEETMLES,THISSHEET .�'• 1�DIBTNNC SHE ETTERIOR a wNOGw I ' HEIGHT MIELE GHT PERSIRA 1.IS 8.TUBSTRATE, SHEU S ONLY X. CONCRETE.CMU PFAMGgR REOVIREMENT 1/4• MA%6MN srE¢ INSTALLATION METHOD D MSTAUUARONANCHOR UNDERNEATITIE SENDING ffu [F17PIOR MIAMI-DAOEAPPROWOMULLION - TABLE STHIS SHEET 1 1X w000 SUCKSMP, SEEN0M2,TIISSHEET T 1 CONCRETEPER DMENT • •a ANCHOR REpUIREMEM INSTALLATION I'^ D6 ANCE TYPE 13 VERTICAL SECTION B-B q 11 VISIBLE MGHT WIDTH• S . . WINC0WBUCKWIOI WWpOW SUCKwIDTH Tw-ro-rw wlNDowwwID TH HORIZONTAL SECTION A -A _ Arc1pt Su0a9mn Miry Ea2o DNla. Wn Em4gmFnl M'O.C. Spat tll2arp16610003c1ew P7 6oWtlem PIP SG=O. 1-3/B• AMnlnpn BO6 0 12 091ee.1 —ww O•.O6T 12 sVeI StW Gr.9]mh we- 9a• O.ws(1SW W2at Wd Sbel Scmv(O6) P.T. SaRhm PIre16G=065) 6116• 1<4A IIr 12' T AWniIN111.8063T9m1rt LE• OL03'• 1R' A]691ee1 0.0(IS 1Y 61ee191W. Gr.'Y3 mY4 ve O.GS 16 Da)' 1Y W 410 DO Mp FkD U mmmW -1 2-1. 1- tY On .35 l) Cnrcmin (mht ],35 Aal) 1• 4- 15/d• tY Ild•slelUmrcm _ [bnc2b mh 265b1 1' t3V• 1Y fbrcntCMU-203b11tale tY UOOmuk-0 DMU, DISTM G00 2-1 t- lP 1Y GmWeE CMU, 1M GB0 Y-/1' 15Id• U. M1P 31eo1 UDaem �'cla (mh ].f by 1-1 a' 1 °Jd• 12' DmIIeJ CMU. STM Cp9 2-1/S hVC tY 'UNGROUtEO CMU' VALUE9 MAYBE USED FORGRWTEO CMU MPUCATON3. INSTALLATON NOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DWANCELIM66. 2. WOOD SUCKS DEPICTED ON THIS SHEET AS YX•, ME SUCFS WHOSETOTAL THICKNESS IS LESS THAN I.IM.1X MOD BUCKS ME OPROWL w UNIT CAN BE INSTALL DOIRECTLYTOSODUCONCRETE WOODBUCKSDENCTEDAS9 AREIAW R TLICKORGREATER.MSTALIATONT0THESUBSTPATEWF DBUC MBE ENGINEFAEDBYOTHERSORA VMOVEDBYAITIHORTI M MGJ MSDICTON. SHEET 3.FORATTACHMEMTOMlTAL:TIESTRUCURP MBER6HP11BEOFAS TO PRONDE FULL SUPFORTTOTHEwMDOW FRAL 4.IF MPUCABLE. LOWER DESIGN PRESSURE FROM ERHER WINDOW OR MUWON NOA APPLIES TO WHOLE SYSTEM WUW L Ft Mhp. 8 6erca BikJ 110tY NO Bam✓ 1- FIVLRmGrb 1ssYJ 10 mtJ 91089 FYO0@Ma.® 1$TA YJ 1®Ittl 6p61TbAYviwn 1 a 3]!el AMSIVI m.m ear sw ma lk. ...J am § NO CHANGES THIS SHEET. 9 EDGE DISTANCE INSTALLATION TYPE E EnERIOR a WRDOW BUCK HVGW VISIBLE LIGHT L EMBEDNENi �— EDGE DISTANCE �iH•MAX Z SHIM WP.ANCHORNPE, . EMBEOMENTANDEDOE K,/ •• DISTANCEPERSUBSIM SEETABLE9,THISSHEET )ATCURVED '> ME MEMBERS ONLY �• •: -TIB•O.C.M CONCRETEICMU PERANCHOR REDNPEWEMf 1N•MAK. SHIM I+— s EE BElNOBMS (G6), 5),SEE SEETABLE TMI59HEEI INSTALLATION TYPE G F- EMBEDMENT BE I� trd'MAX SHUA TYDGEDITANCE,RSUTSMOIE. EDGE DISTANCE PEA SUBSRTATE, SEETABLE B.THIS SHEET INSTALLATION TYPE H EXTEjjRIDR V MIAMI AOEAPPROVEDMUWON (SEE SEPERATE NOA), ALUMINUM, STEELFRAMINGORSTEELSTUD. SEE SUBSTRATE PROPERTIES, TABLC%THISSHEET PRODUIIyCy11TgqREVISED INSTALLATION eulia=p COdOMq l0e fIOMa TYPEF NoA-Na 17.0614A1 EMBEDMENT jEKTE�R�DR \ 6 V 11 1 VISIBLE LCXWDM - 1 6 wwDOweuCKWIOTR-3316�'1 MNoow9uncxmm HORIZONTAL SECTION C-C EDGEI DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT AmMr SWiNe m� Mh EmEMng6 SPa WorN16d10SSSnaa P.L soNMm Plto (sD•o. ) WtY 1- w IT PEb'bMm, EOe:T6 min. IT A555N% 18' O.OQ'• tY 51Ee1S(W G[YLm W8- 6015' 15 Ga lY P.L S.M. PLe(SG= M T5 mh 9Ir 15• 1.V8• OASY• IT IT tl1Zwtl1d 910N9[mv CGS)Akm ,6 Ab9Nel NV 0�• 1Y 91N 9M GA 93mIR 10' OdS 8Ge • 1Y tld' 6105E CmIeFka ftrv.d CMU, GIN C6a) 2-vY 1-W IT Q.w(m 3.55 kkN 1• izI IT 116'eleel NVkwn Gmcrtb (mh 265bB 1' I3e IT Calcnb (min ZBSb4 Z-11Z 1dr 1Y UrymNed CMU, (ASTM CBO) 3.1IZ 1-1H IY OmWeJ CMU D.1 CB0 2.11Y I.Y{' tY •J1C SI lUVacM GmMeO CMU. ASAA GOJ N/Z' 1y{' tY 11 INSTALLATION NOTES OOSTRIP, SEE THIS SHEEP SEE N N2. NOTE 2. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOU-M EMBEDMENT AND EDGE DISTANCE LIMITS. } .. ,. CONCRETE PER - 2. WOOD BUCKS DEPICTED 0NTHIS SHEET AS-W.AREBUCKBWHO.SETOTAL EMBEDMENT �:' ANCHOR THICKNESS IS LESS THAN I-12. V MOD BUCKS ARE OPTIONN- IF UNIT CAN BE '• REQUIREMENT INSTAL.ED DIRECTLYTO SOMCONCRETE. WOOD BUCKS DFPICTFBAS 4 ARE 1-VV 1•. THICKORGREATERINSTALNDONTOTHESUBSTRATEOFWOODBUCKSTOBE _ ENOINEERMBYOTHERSORASAPPROVEDBYAUIHOR"MMNGJURISDIUIION. INSTALLATIONI EDGE TYPEF T'� ,ANDEDCHDRTYPEEMEEDMEM PRO"DTTACHMPPORT lIRE NDOWLTURAL MEMBcR BMA11BE0FAS�TO DISTANCE ANO EDGE DISTANCE PIR PROVIDE NLLSUPPORTTOTHEwN00W FRAME VERTICAL SECTION D-D SUBSTRATE, EEE TPBIE B.THISSHEEi 41FAPPUCABLE.IAWEROESIGN PRE55UREFROM ERHEA W WOOWORMUWONNOA APFLESTO WHOLE SYSTE}l. Mrt Mh Fy I Mh P, S.ftw ... 1]II'W 41.9. 0'I ttl 110kY U.M0eGy0 ImW IPke d10S5Sko GtivFln® 10TAkY 109.Tktl FW A. 10kY 0ku py be 6 kY 6.96WSu d ISW NO CHANGE3 THIS SHEET. z PRODUCTREVISED 2XYAODBUCMSMIP INSTALLATION INSTALLATION 9npamglC#de IRA Mr. FkWd. TYP.ANCHORTYPE, ORFRAMING,SEE TYPE TYPE NOA-Na 174614.11 EMBEPERSUBTRNTE EMBEDMENT NOTE2.TMSSHEET OIEETABL510,, BSsNA MCE LI� 6EETADLEtO,TMS SHEET DISTANCE a--•'i t/a•MAX XAIIII expwibe Data Y/19l2019 EDGE I SHIM EDGE DISTANCE DY INSTALLATION p DISTANCE amoo 9ucIKSTRIP mmm ae reeYex nwI 2XWOODBUCKSTRM RfTtAAIeNGuSEE TYPE I CR FRAMING, SEE am WINDOW BUM HEIGHT MEME LIGIR INSTALLATION TYPE J J— IN-MAX.SHIM INSTALLATION TYPE L E DI3TANCE #10b EEL 6ELFOROIINO SM6 1G1ARE Tn IoL SEETABLE 10,THISSHEET F% ERIOR MSIBLE LIGHTW9TH= Y4VOOW SUCK W9M -3.TN' wrroow 6uamDTx HORIZONTAL SECTION E-E MCNv S NIB Min. Eq. CIsMnee Lt.. O.C. 2-1R'xA13-SmIM11 P.T.SvN Fn G=OS5 St1T T Common 2-1 P.T. SOWan Pbe G:DES T K.14 I 2•tl2x.t4T fl0o1 Nml P.T. Sm Pine SG=O.R WV T me x T Ewa &.(or P.T.SaMen P. (A0.56) w 12' T 0.03TAlunhvn. 60GiT9 mhx &IT T VITA26std NIT T OWT 80a Steel Stw, &.M w1w T EMBEDMENT 6 2XWOODSUMSTMP M.`y �� E%IERIOlk MIN. OF 3 THREADS BEYOND T METAL SUBSTRATE OR FRAMING, SEE NOTE 2, THISSHEET V r1M'MAXSHIM MWAI-0dOEMPRDVEDMUWON INSTALLATKINNOTES: (SEELFRAMITGORS LUMINUM, _!L STEELFRAMINGORRTEERnES. tUSE OM.YANCHORS USIED ON THIS SKEET. FOUO EMBEDMENT ' SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LRATS. TABLE t0,T1133HEET p WOOD BUMS DEPICTED ON THIS SHEBTAS'IX•. ARE BUCKS WHOSE MHF, p TOTAL IMCIO.E3S IS LESS THAN I -IX. 1XY=D SUCKS ARE OPTIONPL SieY suw B3W 1AId EMEDISTANCE IF UNIT CAN BE INSTALLED OIREC%Y TO SOLD OONCREIE. W)DO e[e316PauNnbn tell nla BUCK3DEPICIEO/5.1%' i-11STHICKORGREATEA.IN3TPlIATION I I.mle Tel TOTHESUBSTRATEOFWDODBUC"TOME NEEIKEOBYUTHMLS I Iold AS Id TYP. TYPE,EMB(:DMENi EMBEDMENT ORAS APPRDVEO BY AUDIORItt HAW1GJUMSDICIION. EDGE D' AND EDGE D13TANCE PER SURSTRATE, SEETABLEI0,TM9SHFET 3. FOR ATTACHMENTTO META)-, HE STRUMRAJ. MEMRERSHA BE OFA 312ETOPROVIDERU SUFPORTTO THE WNDOW FRAM°. VERTICAL. SECTION F-F 4.IFAPPLICABLE. LOVIERDESIGN FRESSUREFROMERHERWNOOWOR MU WON NOAAPPLIES TO WHOLE SYSTEM. U MCDBUCKSTRIP GRFRANIND.SEE OTEz,THISSNEET INSTALLATION TYPE MEMBEDMENT 9SEE �SHI SNIM 4TYPESU E SUESR+ATE,, THiSSHEEi EXTERIOR a Wa6DW BUCK HEIGHT msB za/a• INSTALLATION TYPE M I— EMBEDMENT 114. MAX SHI 1 SHIM INSTALLATION TYPE N 1X WOOD BUCKBTWP,SEE O ]%WOODBUC`O`7NE NOTE2,THISSHEET IMSEE NTE�O2,THSSHEE'T T .PNCHORTYPE,EMBEDMENTAND EDGE 019TANCE PER SUBSIMTE, (1 SEE TABLE II, THIS SHEET 4ED ONLY ERSM4X DI:%`CE um LONCRETEIC.HU PERANCHOR REOUREVIED3EMEM 1/PMAX9HIM —.-I I -- INSTALLATION TYPE O STEEL. SELF-0RIU.ING SMS (OSI. SEETABLE ll. THIS SISITT �,LJ NSIBLE UGVTNMTH= WINDOW BIIIX WIDTH-23H' WINDOW BUCK WIDTH HORIZONTAL SECTION G-G TIBI£u: EMBEOMEMAld1 EDGE � EXTERIOR DI6TMSTE, SEE�TASLE11,HISSHEET 1/d-MMSHW MIFNI-0AOE APPROVED LUWON (SEE 6ERAAQN OR ALUMIMI61, STEELFRAMWOE PRO T.6TW. SEE TABLE PROPERTIES INSTALLATION TPBLE II.THI96HEET - WIN. OF 3 THREADS BEYOND THE METAL SUBSTMTE TYPEN IXWOODBUCK6TRIP, LNGROI DC VALUESMAYBEUMDFORGROUTEDCMUAPPL1 MN3 SEE NOTE 2,THS SHEET EMBEOMEM I K L. i EDGE DISTANCE CONCRETEKIMO PERANCHOR ftEOUBtEAO:M EMER100. v Mha SM¢trYt¢ amW. EmMironlO. M' O.C.Mln. 012aP1441osss¢av P.T. 3=371—MiGG73mr WIS• 1 r 3. a"N^'m WS}Tsmm 3'T loar• A]SSMA 1B' a0 - 3.r Sleel9 p.93min. 3/84 0.04713G4 • ar S12ap14 Stxl3cnw� P.T 9ouN¢m Pl�la 3TYO.M W1S' ISr 3r AYNvn EOS3T9m01 3IB' aOST• 3.r A3 SMY YB' 106r• ar SM.1 SIA G1. 33 mM. 31B• 0.04 1SGe • 3.T W4106SCVNFNY U im dCM 1MC� 3-11Y 1-114• S.r COromle Fm 9.MW 1• 1J4' Sr 1/4-SWW Uft.. cacrere mn aes xa r 1av 9.r Caroreb.k Zmkei 2.117 1d6- SIX mW¢a W /STM CBO 2.vY I -I W fi.r L3oRd GATh1 N A6CB0 4-1/Y I.V4• O.T S16• Ebel UI6eCM aroaM m(A ]TM 1.1/4• w4• e.r Gnw1eS 0.1V A6T1 C80 R-1? 1d16' B.T / INSTALLATION NOTES: 3rTfT . 1. USE OKYANCHORS USTED ON THS SHEET. FOUOWEMEEDMEMAND EDGEORTANCE LIMITS. 2 WOOD BUCKS DEPICTED ONTHIS SHEETAS'1X', ME BUCKS MOSIETOTALTHICKNESSIS LESS IXMOD BUCKS AREOLI BE INSA IRECRY TOSOLOITE WCODGUCNSDEPICIFD /S� 1-1?TVRGRMR iNnATIONMHESUMTOF WDW=TO E NGIRED BYAORM APOVEDBYAUORRYHAMNGJUWSDICTDN. DEIIGE STANCE 3. FORATMCHMEMTO METAL:TVE STRUCTURAL MEMBER SNALL BE OFASIT£TO PROVIDE FULL9UPPORTTOTHE VERTICAL SECTION H-H WNDOWFRAME 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. Ypy�]I YK FY MF. F, &eM 0— Y]YY GO bI 4105— G]W HOLY EkeMM'aA 1MYJ 177W moss F1w PMM® 1b.I X9 1M.]Yd BOAiaurvNn IIW Ab EIeJ nkw ]BYtl MYY 3oq WIN, IIxtl uYtl PRODUCT REVISED e omPl�in WIff.mn" YunmRB Pd NDA-No. 17-0674.11 E plm6on Da1002/19/2019 JR-01Po 17-UPDATED ANCHORAGETOFEC2017. 5 L m a Y U m 3 O FqS v O (0 N $G eIM C Pi Om d N o O�$ 6@@ z ZLL p t W u• o� �Zm z O g o y 1NV5 o S z z a w z I R u x z D3 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE & EQUAL -LEG FRAMES FOR FIN FRAMES 1 ANGIED'CURVED ANGLEDrCURVEO FRAME ASSEMBLY FMMEASSEMBLY FRAMEASSEMELY FRAME ASSEMBLY 10 10 ALLCORNERSTO i AULCO-EIRS O USE GA510:Tuse ANONRSEAIANF I // / AMMR SEAL I EpUAL1EG FRAME A / FLANGE FRAME / EOUALIEG FRAIAE MRERED FRAME WITH IMERIOR I MRERED fAI� ANO EMFRDRFRM¢ YIFLOB =E I ORRR VEIWEMS AND EMENOR FRAME WELDS l FRAME (SHOWN)ORCORNERKEYSAT d (SHOWN)ORCORN£RIESAT SCREWBOSSES. SEALAN(ATALLCORNERS a SCREW BOSSES. SEALAM AT ALL CORNERS O fll Jll 30 klSll PRODUCT REVISED p In9 IN <Na FIOHEA BYIIEInD tlB NDA-No. 17-0610.71 Expl.6,. Dab 02 I912019 NG CHANGES THIS SHEET. MKCNG C+ twee POT Part# Description MataNal 1 4253C Flanged Fmme Alum 606 n 2 42M EquaHeg Frame Alum. 6003TB 3 4256 tMatiml Fin Finax, Alum. 6063-TS 4 4255 711V Iam Glass Beading Alum. 6003T5 6 4254 LO. Glass BeadkD Alum. 606&T5 6s 4270 autalla11on FestenerCoatr Alum. 66B3-T5 66 4224 Inntolatkln Fastener Comr Rigid PVC 10 705WC IG.kM(at 90.4cme, hints) Polyethylene 11 TP2477S Vinyl Bull, Weatherstrip Flex PVC, Outs. W-A1 13 Dow 791, 899 or GE T70D Sackbedding Slice. M 71652X So" Block, Motor. &16' x MV x 4- Neoprene, Dula. W •/-1 21 71mulAK So" Block, La WIV x 13 37 x T Neogene, Cum. 851M T9 #S x 1.114' FH SMS Stainless Steal 30 791PDX N. 1'Quad PH SMS Stainless Steel Ts KODISPACE 4SG TPS STRUMFM SIUCONE DESICCANT .OB4' 2v�Lr I1 LT4' car ars T ta0a• LLL 'r 300' �—e-I� ,06gaae OFLANGE FRAME #4253C, 6063-T5 SUPER ]a SPACER"'Wr'" Part# Description Material 75 Kommeirmg 4SG TPS Spacer System 76 OD9nex Super Spacer n)T with Hot Melt Butyl See this Sheet for 77 Ouanex D4mse2l Spacer Materials 78 Ceminal)L Edge Spacer HGYF3ftXl:t 1 tJl l(tYVXIJ: rIL-0/1 /i aYOa aOY IV am• T 711 V LAMI. OGLASS BEADING #4255, 6063-TS Lfsx 1,3]6'a1 0.9a 1 13T5''1 038' OEDUAL-LEG FRAME 2 #4265,6063-TS 3 FIN FRAME 94256. 6063-T5 DURASEAL6 QSPACER L�-- .315 I.G. GLASS 5 BEAOING #4254, 6063-TS XL EDGE' a SPACER —I 1.03i' 050+ INSTALLATION 6a FASTENER COVER 44270, 6063.T5 PRODUYYCnTnS5REVISED ...EingleodPMth the Fla4de Ne4.ela. 1741614.11 NO CHANGES THIS SHEET. fi K ❑ q Om k� N d J 0 i Z Z a! U U_� ppc ❑ r� B� L n w ¢ o z $ o Ir 5 00 ®8 h y wvs 5 3 p Zsc ❑ N SZ = Mo Q O ? NN w i 33 S5 O as a- 0 ells '�M �P4 LYNIv \S?QN 4� :1- 'F*''.FSORIO� "7ITP.:G, ,ZONAL pPt 0. LYNNMalER,PE PFJ SBIaf SCANNED BY St. Lucie County MIAMFDADE M1AMI-DADECOUNTY o 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 (7W 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/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 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 AHD (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 bade 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- Series "PW-701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/I3, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -bade 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 NOAP 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well approval document mentioned above. FILE COPY The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MinnwaoecouNn r% NOANo.17-0614.11 Expiration Date: February 19, 2019 /o/of�i7 Approval Date: October 12, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, DurasealO spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idaimis Ortega, P.E. (Submitted under previous NOA No.16-0629.14) 2. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03121/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) urge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014) and FBC-6th Edition (2017), dated 09/15/17, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18, 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property ---Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Jorge M. Plasencia, P.E. P uct Control Unit Supervisor P� 7uct NOA No. 17-0614.11 Expiration Date: February19, 2019 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-6' Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No.13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window— L.M.L" approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 PRODUCT RS:VIseD GENERAL NOTES: SERIES 706 WIMPACT-RESISTAM OmwFREssIJRE wTNn vruT RArwa :gip°I aN Flu u. rm�m. FUIED WINDOW V:TF_q. rEnfOR VAGEGGVUL M04xu 174810.11 1,nllsaRaouCMlseEExoE61GNFDGlE51EGlO4W9Lv v11111 re� 6pmm�v .O1H 91Y019 TIEpEGUFENENRMTXEF1liYM WYO'uGGG0Ew1X1NIWGTXE ,J ��.. I.._ N VF1mT'MUWUW:E]PF_(nN1O4 nraCltnWID ��rNµ u'euO(WbM riWL �aM«�B SX.W. w�SMVrFEn90AENOTRfaIF¢-DVT91VemwN1MYNV66FNd9 L I_— O.YSFDR WGUTAiE94rM81 SS1ILLRItlR/90.E7oWf1c `^ Uf mm .UZ.. E VS MW.1xEM60MGUFEIFA°1XUSFTU'JFEPF➢. VDMrwGM UGIFNIDIM al vGRwwxm.,Fvur noFawwnnawE mwm.usEowT e.sxEEre { � sXEE*'I wunanE muNFr vrvnwm NV DN]I u,Muvs. wrERws useoroRewrx4flevuwFxwswERESIxJnamJ w.£.]511JBm I I! CNCRFE gp9nvNYuvxSlJmc CRTE WIMIdI xvFFn ! MpywttFE X G SMEEFB I E. SYEETe 1%NLNOm0Ug19 LE9911MN,-IPT6IXYaEro EEI�JsOEICO 9�ET6 SXEEre 4UCR sMEEF] RT U EErO JR.OSCdI]-N9fiTm STNUMNJ9.,XNOGGwlDN9NlennnLYY11F W0r9 �ALLm GIPFGRYro6weFPATE. VXX:D 6Ln9GEgCImATSt XUOR I I ap{ µ6XOxA4ETDFBCiD1]. .tIl1XICRnRGPFA]FJt1XNIDRBYCf.9 NMFH V6F➢19'/L. _ _ __ 1 L EIGNr fR BEGFaIGHmiDVRCPFALVTUNSFEPL0M4NiNE 51RVGNPE � � pi.IN' +— � yye� nvm w+cx GE61D.J.,.mwruurwarle RFs�Lsaulr trwX vrslYle ,: rxTa ulu• DFnKExGWEER,I£gVGRIA4NrK'r GFRELO(m.{10T, DL V NwYwoaoFalemwrtro6RSEwTEwvLswueeeETawwXu T w_ �GswG Ralucm.useµuwflaoFameemm Fiw.wna. n ro EX�r 9a6 y 0 Jaxr6Euavrls ussoaxw.wlwcwuansnrxE Yv � rlacx. J � xFJcrr � � a q "x i1NULI 3rOLlATONMK1100.99KUNPF /3m.VxEiW. NEXArt p y c' 46W/.IEGrFGRVM1GIff513]MI£OF ! I C1 ®® D = OFWx6XIJL0EDONe CDMRa NDtlBEYn'N TNE6WGE I� O� V W OFTX :ISIId41O19 1 1 O sl wx.lx•sxlus NXE RE4UIRmnr Eus rwamLGvraxWw+E r - �J8 FC 3 d mEwwaaaxoT RusxroTxeaesm+re.uwsrmwew]ne t vas N+x nO rmva� FsxEEre R �FTwxvn�wD �EpEommsv,0ooaols.9ramrna.wrr a a -I F-,rn^ILoe. � R I'^'r Mom° ,� � reweoe ResI6TEOmswwsEGanTrrJ69r rN+lc aae .N mewwmw. TYP. FLANGEDFNAME TYP.EOUAf.LEGFRAME TYP FlNFWUAE ELEVATION 0 p f DDE94NF1@9611RE£ ELEVATION (TESTED UNiTI ELEVATIONfTESTEO UNITI (TESTED UNDI �i$ O F A FJEwlI4E DELGxtwUSBA5mfN9rA1CNRM.CnEIFSF 0 O YIiEDWIPF.FNMENV1Y619Aw AA55 PCRA5rV Elyq. Jg j PWIWFGGGGNLIW!$BASFn IXI W.UERresrPM16aPe. F1pJRE,: ¢ GWI 91xYGM1m+IJCnE R9lPRESs11RE.FMtO: NJKYSISA•0m/S. ,SSG +gyQyM9elaN0fl W0LM. VAY REUSCGINwSGRiNOTE5iL4E W+MOn{ CGIbME1M. 4UIGETD SXE£IS: OBTMYFAGE61nHPRMSLxEsiDRnnT 91DGV6CFnQJRIETIBIE9 U'SNEEr5L6 N ea I'^T EL4ry LOMe ME&tSEG GNYJMYBLE51PF93GE51]V.KD. 4cFW1UL ID]F9 1 u µGNRSP.,GxOIOB OEEr AYfIWNmIWFn9M01SO.G Y.FW I1lnIRVFniPAx-c P N +naN6.-�__�.� / ` MEA�HFIi;aFEFIOME1,n69 FJ�F'ET, y j W MF UvnlEµMtliI4EFSnIGG55NawH X+w GEFNSW£9 TO OBEIMS. ]d t O 2 qZ R NiF MEN:NOLOMSKPAEFiR01N4rUn1flRW01E00EA(N ke�QyP�59MEL�Y< JSAG r—Wnm—" F'�wmll+ wGM-y I�wIDRI --I i n'N RETXEssIDzsRE93 wIFFwSEx vxvr�usmlx muaArmx.Dix�_e ruX---I F- z iesEMovmo Fm Une9sm 9uln.ra Faw<nwM+nITJ F]nw+roa �� 11 R$ m rxe EvuwnwwuJnoRsertDMWD.MGYASTMT��-e / I mvelNro6wxru+wTm o,laRoavwwfl wreJ+WsvuluEEr ��ywr.m s._„e mEumMENDas aFmeRnuenewnw4cmErw mRran]ssEveLr_lo x uri fan cURRD6I nV xE61sTNK£ E%IWRIDx1ADfaE9---n r / 1' i 1 IlL_� .1 Y,RFiEN6N4Es: TEGr RFroNrs Frtxv.aaaan,z Eua °"Rr6US'-----0 �" -- .L , vrR,mxx4A EVlnmcrtslelxosuw+FavA rmswR X.—wmlx-- F—w.mx— f—wmN— Ameoxs,RLlnlwu0uuraweeoeam+RwwL T+BIEe � _ _ -_ _ _i •`a,fiY LYNry/1" UMTNermsewFsusss+we IR,ERu1TR,TxEemswEs Smµ6G MFFJLLAYEArXe]IDMDeIDSFAlE91MYN5DBE a eRam rs Tneml sEnDs mCESlsrumMD='lam .g RGRD+eVGGA4ISDEtF96A orH mRIDN .M10 RoRm+GlmnwD 16xe pm, m1 mrtux .ASlYE1.9a® .uvsuuw+Nosm+s FOR �o wmnnsmlwTlw 4w e IN.1ryme Ir Yen r.,n.prwe.Ylrl¢ 1/Iruw nrylr� Yr . .VIrIwL H9..NW Pv6.LIr M9 01vw'�.1nC Yy +rcraxru.vs eme Wn lrxs. msG-NI m l.q6 oasD.anru i�inrlao ,rronru.v,r mrsR.vm Xs 1 I -fi WLee)05 ': k_ 1 y LL_ J 1L J 1—w+Grx--i F'- mN -i F^ xmnl -i I- Wmrx -i IVY 9 I'f'• m- Tr TIL—J Tr� T� ..WIVJx DELGNMWWL sG.T(101NUv sEMN IMEN+rFICE1 .1 uIFFFAIAC .uslsmn .p/6•.TlUyll+r mG6lrGPvw llifmuvER•GrXw]n+v uflwrw 0.c. 1 ZI 11 I aL v�V.va uamm 1 1 om��m�mcca�mm ��t.�ms:Fa®B�7�B0B�BCN:4®i'E1 o�esamm®®m�m®rza®�®® i l7B��l��®®cam®®t�i@R1im p p�mCpv'E1d•1t1�1�11 C�� ..amamacea�.a�ezvcsr. a�ce�acctoct�r.�� - E7 !)• O0®��LI�iC��C1i.1� ®ivy QTHI®Zf1�--------- euxovsNslw lnruwNaEo cuss srru a GI T 1 nPNW GL/555!/�gL L1 B'TFdPE11EO Ana GlA6G E3 rF BMOW NGE TIHLE OIMETSpNSLMY BE OPIEMEO VFfll'IG1LY d1 XWDZCMNLY AasgWN IfIC 1AM11111EG 61M9 TBCI XEAt '6lXENGMEl1E9 U.V9 -NFAWP/3®0.149 ypy Sim BIBG BITE LDND BIDE 1 BIYJT BIDE PROV D MM FINS NabNs 174614.11 B.wmm�D.e.oalsnws ro cwrvcEs mis sraEr. d � q 0 GO eZp J % a wrtowuar REWSEw w.rxxe. uprnaen D.p w]fr 91tw19 m. xO C1UNGE91H195rEEl. Y - o ,, �a�wWssxowTa Rw3EuxGeowemwwxWeruw+r6nox irwirvmwD6muoxm DE,v+Xea:rNs svawx6Ts�Dx � tl ? 3 '~ tr R61E6NOi6Xal�N.RW1O �: iOTXE M1£MAV.VV91F5XDR30RIA3GD�uEN3 Yl p[ N e 31waeRaTccNRu wwoow3. xxD1H6&MLPBT\Nr:pDW 5�WT1E iat/WJExnarrV=m'ElwiDu�vsorrsmwl£r¢rrrtmmm. O� ti •w 0 8 gs� o r-,nPRona re9LE ED9 rs YBe =• � D�0 rnCL.Suy6 vuasrral "� .n VMGM D oI 6nD YTrM1S 6XVM1K 9iW mPeu9wIflUADFA YIPT6nwflE➢EW9 I inr TT Ysm s tns�rr�,r u. YIPXPAT3}PEN4TIrfiED0.A 6Tr1ENDIMENCD (U.45 1xPYRGPp� .pppryg lMWIwEA � 1 0 � 2 y. n F 3 ff Y WEDPTWM/ED 6 SIDE ` 5 S uuii i0.YSMEVBFP3w6Y q rPOMc 3M�LYD o n.rrroawx wAu9re onnrcaG.wx ^•=omre ® 3 RR smRex > F'— WosaE —.{ LL a S ORi GlPSG TPER GVSS TYPE< SmE � rnxo P`GNY pNNy/"'. 'SSYONAL EY�. nrnnwa` A ImxMOIEyGE Lq2 '■�eut•E6-a�3-1•�•�rs:a�:aroomc�®mmmmmmmmm� pf�000000®®00iG•100®000i00 ©fcfJf�lOtc£1f�f0fcC:1i[.1•�'.7f�af�f�•�0tc0�@:•�f�.7_0�0@ice ©cGS�C:��0000®OiL:�f�f00�r"u - f��0 pf�Q�f�i•>1000f�!£?100f�714t@:100_f�____ fOf�i.�.1♦00i`1�.10®00000_0_______ ©tc!'ut.0�©t@•1.0�1�C�`L:•itmt�•�0_________ fL.�OmiC•Jf�.'.�Q'10i'CI'�4' .�f�L:'�iG'��J_________ ©t00�0�0�0tmt 00i1v�'i'1000@ilf� ommmr_mmm�r_mr_r_r_r_t_r_mr_r_r_ rsarcammmr_r_r_r_mr_r_r_r_mr_mr_r_r•�r_ �aamr_mm��r_mr_mr_r_mmmr_r_r_m snonuerx SEDD rne,asuro � xewa 1)-06tatt aass sr°cN � eumwxom svtsrssls .wesonnsmarm ov neANNFNIDhA55 nPNNWID°IA4 1t usm•rcwvEo s ®,� ocwi. s9 6uvems � osoe 1i r ar xocxum6srwss�r. GLgS5 TPE6 L k x r tfete mx6raswrvsusres oA axEx,6orFxncn.vaa o � � @ a d xowzoxraivassxoma zyw m �� a � U WMMMMMMM ■rtna�©��o00©0©�� t'.��9C3SL®CSCD® ^� �9�¢'CD�elxvrtvm ©63iltlr„ever QiZa��i'.LSIi.GJi1�b��resi� p��a�Csv��.tt1�.Zam@�]aiCr'Tl�+"IS>� 0 o�®smmsc�®®ttmea�� s©sc:��veaa�ecfAetf�emtt�stntt�st��stnt� os�tt�>•cs.eaem�� ■f�l➢F1©0000000�v�6'fl®�0®�E��':�OQ'�it:� semis PRooum EIEVISSEE bw GpinYan RYDiMB/10'IB IO Q{iNDP91M99XEET. C 118VCXDII6VSIDI i410 �F�Pf4NDE�0 MY1Wh5.5UBP7�1'M�DYiNET0.MN0p.1E+ESW T)OEIEIN�NETIP&IIXDIN0.FICN O � ? V �N ]IF9RSPE9NOf 9XpM� Up IERAV0.'WIZ WDO YLOIL y9 9)FDNMMRECMW'MNDON;FINOME6MLLIEEFWP'DOW BPEINTE TFBIEIeDKVMRIAPOrEW1DWEX91IX9C0rlRERIYHfN1MM �F i� Nm p .EX 0MI95XE£T.VFf65ONYTlENXDEINDEDWYlEOX1A9}.SDD Egi16E VRMF03F1YASDNMIVfi^ Opj [Cg iy -. dry TaxEwuG¢ioNswvaE � ?S"z � z •• OPIENIFD VERFIGILYDR �NVxOKKN. HDP20MALLYAS SHWIN. ^Z� Q 7n4 W01ATm �9'� MC VMWAIED LL1MJ J m O GW99TK%� � I I I 4W99iACM E .PP 6O WIFIMYFA LIPRNRIFI[L C9 'NCITAT 4IREWT��.'EOQASS r�IGXByDE w. 11PNGi NPXGT9fHFStlRWVDN55 r � A � 2 R �5 LICNG}SIITI!]McKL0G49 SFREXLMEIFDOW9 ]A6AW 4/� AY P3 WIEHAiFR 511pII / 1 � } p A 11 5 If L� 96p 1 F^ $ VI USED AitlPMD YPEDATNR`F� FIAN�ME9gE1S plY yT ®141.T D.C.1N1 G .aay1P FR/JE YEM14FTSIXlY R9 u O P9 Z°l �141T D.CNEC m.ev911E T � O LLE 1Q 13 F� LDND 90E —�{ 1 aRR m 19 a et 19 GI STYPEB GLASS TYPES Hu xTDB ':P' ' ��'' S��NAL EN.••• rwlwFnlE. f IU AN1 ixvn]DOEUDRmd INSTALLATION INSTALLATION EDDE OmRreFHu'iMi SFE =�_^ asrccs x,}xaaEEr TwEc MEe INSTP LAMN sYeEnw]rt +xnomeuxs]wq —{ i T 1PEA I... '•..v EEEt9lE2.T1195NEEf � I 9xU •. E4BED,RN! � TP. PNCNORiYPE. EMBEOIEM.Na �l EOEe asaNce vERsu4a]R.sre mDE o"iMCE sEEL.mE9.irW^s1EEr airP�r� B w.. � rvr.vlaoNTrvE t ;DYFxrsxmEDrf aEE nWemre e ns�E e.mR51EEI usm PTam,Tn 11 C :.'"•.: �= -`.-+•:�. 3e TRPIL ueueEas aar .. FEn AVarn ®n-rm a.c. urx covanRawP. Rev�]r WN ivxEmwYi OM �-{ 11 re1O^ +uuxsm}-j r— HORIZONTAL SECTION A -A INSTALLATION METHOD❑ RsnuA]w clam UNDF�AAIXIXE na nirn 31 YRMNDEMP➢VEDUII]AX 14E BEBE W R mPl MUENMIY, B mEamunRDmsaasvn sEEsussmwreRu.w]Rs E TA61F e.mR9XEET .-llt• WXY]N vYIN OF ] 1XflFADO BEYON D 1NE NETK 91EeT WlE KKpDYTcDW.I V.LLUES WYBEUBED f9fl GPW1E0ClL hYLGIr]N1 SEE Ig1E]�]�IIEE] ONl��FT SS 1 CDVP BG 1D�VEE DNEYN�DBS YBIEDaxNi3 aEET F01]OW EYemYIXTMW ECDE EA@E T DNNI! Nyap0. 6TM'BEIPATS .�•.• : :..•. '.••.� �••: PEPNFEI/FM }mmµyOp BDCNSDERCiEDW TNOaEEi0.9Y%•. PAP WEDS 4NIOSE TDIK "� .. . "• . •� EMRS96t£SSTIEW I.1?.ISNOOD WRV Aff fY1KKYPU.UT VNBE 1'.. ... .• .... :... a3]NLEDDIPFCII.Y TOSOIIOEDNUEIE V2DDD.IIXSDFYRRD/SAA'@I-1R• NSTPLIATION crv`r IYP. NYMORTPEELREDMNT IIMX O0.0NFAlE0. W5xPt1ATa TOTNEEI991MlEaYALb OKKS RI DE Diyi.WLE wDm ZDLttMMKR pIDDIEEND BY 01XEN90RK.NRtOUF➢BYN]IIIOMrMAYJD lJ6D'OMN TYPES esiMIESEET/,BIE4T16511FET xfa Fiiia.EMmuET/Ln1EE1RVE11WX YJ.RFASINLLPEOFAS�ro VERTICAL SECTION B-B vRance RRLWROMTa1NENWOWVFRN£ a PARIGBLE, ED W E0. DEarcsr aREssuRe FAOu EmsP vlEmm+' oR uwuev rau Mi11EBiDNNIXEbY01FLL Y � " o gggg a YDi d SW� N as o y �Y — i a] m 6 6 z 0 F z Na mm PRODUCTRIM 80 uvowsurxsxP MTA TON INSTA1 MN ' r` uEiNLe gLiP.ua¢SE¢ TYPEG TYPEF xO m f]y916ff M1OlE1lNLYEMF."F ENB6MEM GVOFme>.IFOPHW1418 ELmmwrt aEeiwlcxmsslF11dPt. INSTAATIGN nr qu TYPE � El®Ep+IDLf L `dwt M.PNGMMEF1emn£utM'° 1 � EOGE °LSfPxfE PEA 51B41MR. ' EL'.E J4_Jl- 6 SEE iMLEB.T1199R_Ff I iAHR 2r 1M'I.L•%SXW YLx°SENS � (°fF ixq�wm� E INSTALLATION TYPE H 4 u 11 � •' EaIERd �.__ x+sre�Euurtmorn. _,� s vnwoweuaLnvm.yw• � wwwwau«xmix -I wxrnEiewi HORIZONTAL SECTION C-C xEwwsmrt Nuwav jLuno+ceuvxow<s zEx sErzwrercwt.NNwwLL sreEvrawlnooasEri swo. vtwssixAEExagxmm, ns:E emmslaEr •wx wsixxFinsmrox°mFl�grusuesm.xiE. fwcaavlm oxr vuuEs Lur eEvsso swgronmcw�Fwuflo+.c TfXN900wO4'I0P' +.vseoN.vu+cnoas usrmoxmissxEscrounwEfine°nlExruo Pttf sEExoref.muwFEi °Isravre Lcns. � a o R G C Z�8 3@b o wxq�sre FFA f.wo°v xucxs°EwmmoxinssnEEiafur.u+�ewgLxwsEroiu ""v "a0r: -: :yr� E.nE°Emrt 1:' wwaa mlgaxwlswssinwx l-vr.axo°°gmongomnwusvmmcwaz ♦ 'iloexg;:G - aE.exr msrulEn°gernvfosgmcaxraEie. vomeoas°EanE°uvrr�l-in� = w.smas '. - • - .'xlccaaaanTEA.vrnxun°xfoinewsslAAieoFvac°eugnroee _'ki '.. � gXEFAEgerqwms°xwxFnmLovm°rumnamasnwsx+lwnrva =9 p INSTTYPE FON gEME VERTICAL SECTION 0.0 ,•M.M'ppLMs.EN1YIXR!! pFCfl.lirPLIPAEMi44eT.1LME3lAW'NIY11rLgEP fIWLBEK�6aYi0 %pQ gj jE I^ 9EM £ MD EweYY+/NCPPFR PPA°FFULEVPPGMTOTEYIP00NEMYE .L� ' 61.@31PAlE.EEEiI81E&1NI3511fff agrEPuueLE.LoIUEa°sa°xxxeswxErnul EnlcA wx°oxwwwaxrax 'n: r�ONA1. E�. 'rPwFa iovmaEsrsma L EMffDMFM MV0 ED6P �I EYBEOMEM 4fwQPFA EU941MR SFE iAP{E 10.TY5511FET INSTALLATION TYPEI ON Msla w�ix�wm eva n � z - 5 INSTALLATION T1PE J E06E P4iVICE PSFNCE 11 IN•Yxrz sxlu INSTALLATION TYPE L �-{ 6 olEru E Ic9. sEF ssxLsr�IP INSTALLATION INSTA TION TYPEJ TYPEK _ Imuex EDCti olsrucE �{�� SNM �_ NEIBLE1141RYrIDl11• mwowsNan+vmaa� womwsvavnmx HORIZONTAL SECTION E-E - 8 NORMS EMFxIce fVyyyggl -wx.valnuinsxLimo mm�x¢ruaumlvnrc L�S WY91W yl,U.ypSgygapTy xSi.UullwxmES: �1Y BiEELFpAVP9 m�91F£LMUP I.USE dILY ANb10x9L61F00NT119NEEf.EWLOV/PI�EYhNf ' 6FESUBSIRARPPmEAI�S. NIOEDEEOUTANCE IIYR iulElo.zrossxEET z.vwoswlscevlcRxmmis 4lFMAs'Uf.uaiul�9MMnss O TOi�1LTNIEIQlEss Is 1FS91WJ11A2.11INWUBUCY54@WIIP'NL EWEY6ThKE VUNRCµ BENL4iWlA9U�RECRV T096ID 01tlElE. NLCO J. ra nm�s T�xE us s�amAm m�Nc�eo�su •rosEErxa�wEE�xEoeo M .ucxmmE.EueELanFm mwsmPRamsrwlxownNAv o.NwsocmY FWSEOYFYf 9EMR OISiPxQPEA SY9S1PAlE 6EEi.VlE l0.Tu991P1i SFgtI.RN)WEMip1Ei/1ME91i111CNPN.MFdH-T 91N1BE OF/.SISiOfPOVIDENLLSIMORi Tp T1EMNNW f0.V@ VERTICAL SECTION F-F z.IF.LVFuuuE.LOWYROESGNPRESAPp FlipNp WINEOIVm W WONEd.NTLIE9RIFN01E5YSlELL W m m FRODMDTNEWSE1 o vRM aW%smv .I7 61111 o si"MDE NPRP+N IEEE INSTNLITION TYPEM INSTAWTION EemWNFM 1Td610.11 NOIEx'T4s5rE'Ef TTPEN Hvineeeo L18IxD18 INSTALLATION EYmmu�Rt D TWEM O YOn r' 6xW n �L Q ixnmoouc%amv la x�mE�imss�P�Et dIF0.V4ND5EE NDIEEn1651@ET �6rIaVI TlP.0.`LMORTYPEF EOIE:iIOND 9 91M FWED141M'f£VFA 9J&YIMIE. e SEETIHIEII,TW 91EEf 1 TN. MIf:MR T'PE ' TMIYHT/.b EWE 'Ce PEa3LBS1PATE, JH.DSVJi E10.2 11 6EEn\YE u.TwsaNxT s � AuulovASETOTficxon: vsmaam6o EDGE zs PRanExur.=.. omancs D� eoDE on-rm ucswi Y � '. olsrMGE wrvc ETEvu n Ea w~iP a 11 caU:laTcwll 1� a q V N�wEtE41GMIMD111. RE p °� e REI Vr WY3NNYtiWMDM-a.Y.• ry INSTALLAA—t� O u •z vsmlE TYPEHORIZONTAL SECTION O-G w��mnx srm. s@ a nzlmrt. i6s3.sws%ir�iiel�i. big o Wiss:1EET Q a ®� Zy z � C O =xl TYP.MLNORIYPE, ; q G El3mNC'rt MDEWW O m. olnavcEPEnswmu+� $ sEETIReII.TMIa sxEET s 1-1/r W%9bJ (SEESEPFMLEI6\)MDNi L � � Z 66 1 sIEaPPwvxoaaer=Eisno. '� 3 BEETrePRacEm¢s n.mnsNEET INSTALLATION 'NIx.OPa MRGWe6ICNO TNe �ru.almamnre .0 r TYiEN 1%WJDD SDDNanLV. VN(AW}EDGdPVRWEskRYBE11sEDmRGRDNEDQW MRIGlIXY1 \\\\I /:IIP o sEExvI6aTNssxEer �.aONYLYNry. wsrawnax wlEs: 4/yEFtleE'*s ENDmLL`)rt �• I.YYEpILY M'G110a9 WIFJWn119 SMF£T. PDIISFID�DIE`R M9mLEmIM'CEIeM8 � �� •. •• •. •. -' TNS9NEEINIF.ME0VG3 VOIGET07 TRICIDE59BIE591H41aV1.1%nCQI - r -•� ] DVRY M19ECPI1dl4V10:rt CPH BE INSrt31FDDiRE{RYm6cIIDCW�}TE YM BIIO6DERDIEo0.9uPPE -9y'. �� 1T �y/ -IR'neIXMGRE�lFRE6TM3ADOHmiNE SYBDTUlE6NODDWV3m0EFN0WEFAEDBYDD@P90RM14 'I •DTAV2 .WIIWEDBYINIIOIOTIRI.\1W NIUSOCIOK �aC ••..RI%UD�.'�� ' i: \ araanrrxNsvxr TOIFi1liNe slRWluRU NEE2ERsxNt seoPaslumcRalnoErwslmvwrmn¢ 'eSS,�A�\��,\` VERTICAL SECTION H-H mxoorvPRAve \ a veavuGelE. WnmoesiaxrREssuae Paou Elmwvmloowa+unuwlm+er+uEsmvmassrsrEv rPwuum.vz P. .NA YI4bb mrvEG wE�xel 9 DG ax.maean.w nzvnanos.Rsu\. sr.ls ..s..>.wnwbvm PNurixm eMrrsla.M mo.0 sw um.Irsl W1Wm VYa10890xfW GIG yl � �'IX EP MM cmo pnza+m vreNe u.�.R Y13.6W ULsm GmMu. i� m ma �N 9 v £qlc g A; 2� r< Jim ig �yd Y ONNOLOOYDRIVE N.TE N. VENIGE FL 34YI3 o feel}aeo-tew s ��:o g5E _r: u 1FIXED WINDOW INSTAILAT10N GUIDELINES g M1RI13 P 'CAN `•..-��.` BOM. FXTftUSIONSANO GARNERS JROSOWSIU Fd e i PWARO � NTS � 100E if �; M0.)20AZ0.1 { O fa /\�/\2R\ ;|!!|\||||`!`!• !;|§]�I "§\|t ..� ! SCANNED BY St. Lucie County MIAMI•DADE MIAMI DADE COUNTY, FLORIDA • - 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) w .miamidade.eov/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 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 falls 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: Series "770-HP" Aluminum Sliding Glass Doors w / Reinforcements -L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD - L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 No. 16-0629.07 and consists of this page 1 and evidence pages E-1, E -2 and E-3, as well as approval document mentioned above. FI L The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0420.13 FllAMMADE COUNTY Expiration Date: March 24, 2020 ��IZ2I1? Approval Date: October 05, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD — L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.07) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7825, dated 06/10/2014, signed and sealed by Idalmis Ortega, P. E. (Submitted under previous NOA No.15 0106.08) 3. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by Martin D. Brinson, P. E. (Submitted under previous NOA No. 13 1009.07) Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No.17-0420.13 Expiration Date: March 24, 2020 Approval Date: October 05, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5998R, dated 12/29/09, revised, signed and sealed by Julio Gonzales, P. E. (Submitted tender previous NOA No. 09-0826.12) 5. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 5998, FTL--6005 and FTIr6012, dated 08/07/09, all signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.12) 6. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and FTL-5254. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5u' Edition (2014) and FBC 61 Edition (2017), prepared by manufacturer, dated 04/18/17 and revised 08/14/17, signed and sealed by Anthony Lynn Miller, P.E. 2. GIazing complies with ASTM E1300-04109 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). P.,,0"PJorge M. Ptasenefa, P. E. oduet Control Unit Supervisor NOA No. 17-0420.13 Expiration Date: March 24, 2020 Approval Date: October 05, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No.16-0152 dated 03/09/16 approved by RER 2. Statement letter of conformance to and complying with FBC 5th Edition (2014) and FBC 6" Edition (2017), issued by manufacturer, dated 08/14/17, signed and sealed by Anthony Lynn Miller, P. E. 3. Statement letter of no financial interests, issued by manufacturer, dated 04/18/17, signed and sealed by Anthony Lynn Miller, P. E. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. 5. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration Testing Laboratory, Inc., dated 06/10/14, signed and sealed by Idalmis Ortega, P. E. (Submitted under previous NOA No.15-0106.08) 6. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 01/13/14, signed by Manny Sanchez, CEO. (Submitted underprevious NOA No. 13 1009.07) 7. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E. (Submitted under previous NOA No. 13 1009.07) S. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No.13-1009.07) 9. Laboratory compliance letter for Test Reports No.'s FTL-5998, FTL-6005 and FTL-6012, all issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by Julio Gonzales, P. E. (Submitted underprevious NOA No. 09-0826.12) 10. Proposals No.'s 09-0177-A, dated 05105109, B, dated 05/27/09 and -C, dated 05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-0826.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.07, issued to PGT Industries, Inc: for their Series "770-1E[P Aluminum Sliding Glass Doors w / Reinforcements - L.nl.", approved on 08/04/16 and expiring on 03/24/20. Jorge M. Plasencia, P. E. Prolfict Control Unit Supervisor NOA No.17-0420.13 Expiration Date: March 24, 2020 Approval Date: October 05, 2017 E-3 BTRESS INCREAS'c RAS NOT BEEN USED W THE DESIGN OFTHIS PRODUCT. MATERAS. WCLUOWG BUT NOTLIMMED TO SIEELSCREWS, WI OTIER 0551MIUR MATERAS SIULL MEET THE REQUIREMENTS OF THE CURRENT RORIDA BURDMG CODE FORANCHORAGE IFf. I1081 HIGH WITH MA%PAUM] FF. NOMINA NOE DOORPPNELS. MAGMUM 0 PANELS. SEE 25T. O.LG. WIDRI=NOM.PANEVMOTH-T D.LO. HEIGHT=DOORUNITHEIGHT-10AM' PANELHEIGNT=OWRUNR HEIGHT-1E%' II FOR CONCRETFICMU SUBSTRATE A PUCATIONS W MAAH ADE OJUIM.USEOMYMNMI-0AOE COUMTAPPROVEDANCHORS.EEE TABLE A ON THS SHEET FOR EMBEDMENT. EGGS OISTANCEANO SUBSTRATE REQUIREMENTS. 2)MROTHERSUBSTRATEAPRICATIONSSEETABLEONT ISS15ET. 3)WOOD&ICI60EPICTEOABIXAREMSSN 1-1?TH[CK.1%WO]0 BUCKS ARE OPIIONA- IF U W T 51NSTALLED DIRECRY TO SOLID CONCRETE. WOOD BUCKS OEFICTEOAS DARE i-12-THIGH OR GR£41 ER 1 %PlID D(BUGKJ (W HEN USED) S W W. BE GES IGYED TO PROPERLYTRPNSFER LOAGSTO TNESIRUCNRE BUCK GE SIGN AK9 W Z!.ATKIN IS THE RESPONSSILT' OFTHE ENGINEER OR ARCHl1ECT OFRECORO. TABIEA uep NWrM1w eWaw I-n. M u Fplti,r,-rraw - Ro.ow v�r usaem RL.4 FrMw ewvrnm ixerl9u91m.f1 D nWv.Mn ewV-nucmt ry-le w.P.-Inm 0 rryMzv.�w vrlR��yeIF � b�•..urp PRODUCT REVISED b riBM a=]70B20.1] w.rae �r Fr A) METALGUBSTRATETOMEET MIN. JTRENGTHANDTHKMNESG UWHERESUBST nCONDRIONS REQUIRE ANCHOMGE MGM MORETHMI ONEOFTHE REOUIREMEMJ F£RCURRENTRORIOABUILOMGCOOEANDTOBE ANCHORGROUPSAB,CHOOSETHEANCHORGROUPOFTHELOWESTIETTERPoRALL rtr�lUU� " RENEWEDBTTHEAVMORI4YHAWNGNRIGOICTON_ TABlE51Y ThIIB APPROVAL 2) E5 5)IF0LL5TGSUBSAER DRONER MWTERUILINOT INFF KSI 3)FOR SMEOSTUDS.NIM.FU= KSL MIN FF REOUIRID.FUSED. NM6TAULICGOT.MXIN' ) FILLED BLOCK VALUES MAYIJOBEUSED IN HOLLOW PPNTgNO. THICK &9000 PIMW,(COMB BY OTHERS) MST FULLY SIFPRT`THE 5)ANCHORS MUST BEC`EUFlCIEMLENGTH SOHTAMUOMUMOFJTH➢B EXIEND :y; Nn SBA] EMIRELENOTIOFil5561TNAT5NDTTIGNTTOTHESUB]TMTE PNOTWPSF BEYONDMETPLBU&STMTE. _ - //�I ORE TICISO UlSTFATEIFGUBSTPATEISWDIP. WOFELT PAPEROR OR AS ISRCVEDBy THEW£ENTHE GROUFNN WOOD SUB3IRATE.ORA4APPROVEO DYTHEAIRHO�-—z � GENERAL NOTES ANG MAP �'�FS .'zO.!E°!"'��`` JUmwK MOH m '.S�ONAL 6lLC"` M HP. ALUMINUM SGG-LMI AT 04ONT c 16MTmmsecmlzr¢v. via sSERIES �noHP. ^` ,m NTS f •f0 WTiwol c �uP.L MAX. UNIT MAX. UNIT WIDTH 98' � I WIDTH 1466/16° MAX. MAX. DOOR a DOOR UNIT HEIGHT HEIGHT 10I8" 108' 1� x0, Ox, xx 0xx, xx0, Ox0 PRODMU.C.�aREVISSE bX" Xos-xa� 17-0 20.13 MAX. UNIT WIDTH 191 11 MAX. L' WVHSGUSs ON' 9G suCq.E .09T SG 116'HSGIPSS 118'HSGIAss %4 9r8•NRSPAGE T4 PmnSoeVMErE tp'NCIn' 11fi'TGLA55 yPn10ESvygNr 82ne•HOM. t'NOM. E%r.CdA63 O45GITPS CE ara•uoM. 83 9K•NOM GVSs GIASs 89 one T9 onE ` ixr.cuss 1H'HSGV s 09T SG IM HS GLASS 911PNGM. -+ V• MTEDINSULATING ` GLASSTYPESGB XWH5Gf S Aw SG ]H6'XSGU66 Y18'AIR SPAGE 1/a'TGW56 -1'NIXl 83 3W GI 79 o E mE.iw V I WATEO INSUwnNG GLASS TYPES G64 Parts Dearlptlan NaRrial 66 KomrmrS asGTPsr pm s1 MM aere[supxspazerNRrviN xd Mal eNrl sae Nlb sn.ettr 50 OuaieaO sal Speer M sale 59 CVCNeI#E63a SPo�er G—NGNOTES: Ku`•�'=a W-HEATBTRENGTHE.NED 1-TEMPERED 'SG•=.090'SEN GIPSBYMRPAAYAMEP xorr6v Drm srzaw�GPA1 - SNFaNPNCM FCrW wrm ceVCCwr SUPER �SPACERGNXT' M Tusa PRODUCT REVISED .LLUNPWN W=3 RDNFCRCJrE+R 1T-0430.19 SHPti1>LL a¢raYae 0///=1=��O3R4RO90 a fYEa „ DESICWar DO URASEAL® Ex.cuss °° SPACER M. GlAS4 PMYI56 CESNYAMfaIAFFA oVMpE bIPfAM. SnICCrE5F01 f.CLLiOPMEn srrwaEss XL EDGE'" ®SPACER "„Huvn,r,,, En. arse as?: xr.cuss ?s u>smn9 ._ 9_10 Deslgn Pmeaum (DP) and AnchorOuanMs Requllad licrml �waelCaJw k, sIW zD4C Ty .GMl3) OV M�RHmx6f ReNb�netlNNaW B'l 04' BP aY t IW' IbM'EctY Miregvl e1>90.0 ]3]IB'IXO ]&]9•IXA 0]-]IB'IXA 91.]/B'4810 0)-7/60.0 N.crydut)LWa MCIpmcW Arch Gap ArcOn GUP PmBmGm@ Mcb(wdq MLIIV Ciolq A B L D A 0 C D A B C D A a C D A a C D A B C O w PmewO ..NS .NS . a NUG •BY-1l0 .1.W •AY-Un 2C ir O Ib M GPIL5•2 CS•x C5•z CH2 0H• . CS•x .1.1.21. Cv✓1 GSa2 C3.z C3•z CS•z wz L 2 L 2 GS•z CS•z 5L UH2 Jm6 10 B B e t0 e 1 B 1 3 10 1 10 1 10 1 10 121 10 1 10 1 10 12 1 101 10 1 10 15 10 t0 t0 Osa4 Preface •aN-f 30 py-IA ..130 .�'-f 31 •SMf]] ralY.1A SP Db adsn c5.2 CS.J GS•2 CH2 CS.z (3•: CSrz LNz C z V• z C6.z wz Wrz 4bz CA2 w.z CB•z IE•z Cbz ®+$ C 2 Cd.2Ix 10 B a 12 10 B B 1R 10 t0 10 1. 1$ 10 f0 1. 12 t0 t0 10-no toL5.2 6.2 CYx C5•x W.2 CH2 CN2 C5.2 w.x C . 012 D3.2 Ci•: Q.z Wrz G.z CI•x c>•z C1.2 c].z Cr•$ 4y z12 f0 B B N tx B a 14 12 10 f0 +a 16 f0 10 1B14 1 13 10W-lx ew.NQ •w-lw1N.0CLD j..-2 H CB.2 CD•z CB.2 C0.2 W$ f C6•$ CB.2 C]•2 C].2 Cbz m x C]•z LNx CT.x C].2 CB•2 CG2 Cnz C]•2 C]•2 Cn214 12 6 0 10 1z 10 a 1a 14 10 10 1B 14 12 10 m 1fi 1z 10 1x mwL. .W'-TSxif0OLD Wq C W.3 CT.9 CIaB CO.d Ca•3 L1.3 CT.3 C/.] Ch3 Wr3 Wa] CA.3 W.] CG] W+3 C1.3 C] l . C]•z10 1R f0 B 18 N 10 B 1B 14 13 10 W 16 N 10 W 10 1x f0 Tx 10 NOTEIAMB ANCHORS ARE SPECIFIED PS THE TOTAL OUA .. DMDE BY 2FOR PA TO BE NSTNLED. O_ EXAMPLE ON SHEET BI 1.PoSRNEPRESSUREG W TABLEARE BASED ONRIf USEOFTHE9'bLLL R. WHENUEINGTHE2 S1.Sao a,PObRIVE 0P66B.9]PSFMAX AM]WrtHTNE3IH'bRL. U,G ITl PPESSURESS 60.0M MNC (10'.31E PMSSUAND4-RERUNGITSG SEETARIE+ATGRN bME ET- A THE I S1H'NN 4'OTAND WST ONLY NLTESTS DW ERE WATER RESISUWHEREAS m THE 1 IS' SILL ISNOTDESIGN DNLYBEUSHO WHERE WATER RYBE USED L4 NOT HFAWODUY BRAS PEOUWEU PORiSPR SIGNPRESSURES SHOWNINTABLEI WA USED HEAW CUIY STO.ES ROMM EMOBUIMNG ODE( SEE DBYAZMACNT DIAGINGCOMPLYWGWNH IS NOT TEED FLOWOAVRW WGLOGE(SEEA0.IACEIROWGRMIk THE CONORIONIS NOT RAIEO FOR WATER WF111 FCRN. 4.V SNEETbt,586 FTIRPNCHOMGESPAGNG, EDGE OISTANCEANDEAIBEOMENF nl WWRMAnon. 00 S.DOORSIZE TO WMPLYWRHFBC EGRESSPEOUIPEMENTG. ' D.LD. WIDTH-NOM. PANEL MOTH -]- D.LO. HEIGM=DOOR UNIT YEIGHF-10.126• PANEL HEIGHT=DOOR UN THEIGW-I.MV ALLMTERLOCKSTOBEREWFORCEO W NH THE M HEAW-00W RE W FORCEME WT HEAW-0U'SFRES ®rtawnnmv TPBIE IA SN Heightto Max. (•) DP M. NOlo-a5m Pm D s�B wdxepM 1•)D®41 P.ffieun. {Bt Flash-1.12 ero Ia3 Im'-R-1(I a4a_Bl Mum-3114• •gy0 soD SEENOTE513 ON LENGTH OLD RAn oHLENmx o ON HE OH HEIGHT GH EOUAL T01 Fi OR GFFATER SEE NOTE 3 PRODUCT RMSED Na Ga1 48' x 108' DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES C RGWOMRS TOTK 0 EACHHEAD664L 4WNOM.PMELWMTH 'ANCHORS PER PANEL' ME THOSE 21' (12) .0.0. MCHORS PER (SEE (SEE 6 FOR CFOR O.Q ER O.G 6PACWO) . + I. '� EPRODDryCT REVISED_ IL 11 RUIP4MuMgPCe�i]-DC20.tJ 1 •••e.Mnuw wbOYlCRD20 -j L 0'MA%. TP. I-•- •• ••V••. D.O•, �•� CL0.SIRXiRl • tr""^6 'f TlenBeT SEE 0.USIEROST., SW 6 }1?MA% INTER. _3.SMPX AS]MG4L INTERbR S'MfS. CEN E NE 0.4 CENTERLNE 2M' B. M1UVL� 2s'MA%O.C. LCENTFHOFPANEL EXTEflIOR ,0.5110'MA% ANCHORAGE REQUIREMENTS NOTES: 1. pPPR0VE0ANCHORTWSE SETABLE A.6HEET 1. 2 MCHORLO MONSPACINGFORANCHOROUAMINES SPEGIREDIN TABLE! ON SHEETO: WFROMFRAMECOTWERS.USESPECIFIEOCWSTER FROM TABLE DN SNEET4 ATEAWIMENL=MDXSTpMLOCATION. ;`a♦:''VGENip' FLUSSPECIFlEOOUA OFABBNIONALW WEDNT MCHOMPERPMN jMEWMMWPNERMN RSGWBEtN ME0} ADDRLONPLAHCHOR82x'MAXON CENIEft _�; N EVoE SEE E%NAPLE MCWRAGEMANSAB EANDE PLECLUSTERS ATASIRAO IlIFFERLOCILS ONSICET6. .IAMS4 ..._..._.8'8WL FROM BOTiOMANO21' MA`C0.G TPBIEO -TABL OOJAMBANCHORDUPMR�9 FROM N SHEET 4. NO S' 1. ALL OIMENSMS SHM-M ARE BASES ON MWMUMA=,NEO. z METALSUBSTRATESSIM6 TOW000 6UBSIPA ONGONPL, . O.C.IMENS PS • DIMENSION IS 0.051' M THE IEAD356L.8' INT1a=JAMB. 2111C_-Y�i aWOOOBUCKTW. P6TMAPL R 6 R P]iMGPI OR . INTERLOCK TNT. INTERLOCK mm RtIFALOLK r CEMERLM CENTEILLME CENTERLINE ].S r r tAS AAS 3.S 3y 3.5. I7W 35. r 20A• � sas • 2w' �zw• AA51• i5' EJ(T, I EMSFA. SEE 9PNCHORQUSTFR C6 L _ TABIEq SHEER MAIAL- i— LE - - EMBED..SEETABASHEET" SHM iN'MA%.SOA WOOOANCHORTTP..6EE tatNOCq SEE TA9tEA ANCHORNOTEZSHEETIBUCKTTP.. SHEET, DETPR0.HTMIXW/SCREEN iILVAE,EAU SEEANCHCR T WWOINBLgl1AT10N NOTES.EHEETI ' BgNCHOR LLIISIER-CBV V IM: r CONCRETE .-•••- ANCHORTYG. ECGEOIST., SEEANCHOR SEETABIEA 2'111 NOTE,. SHEETI SHEET, T..'.CRETE EXT EMBED.SE6 �+T OETAM1DS-TRACHFAAMEJAMS EDGE DIET., SMCRETE INSTALLATION SHEET, IH' r yWOOp SUCKTW., SEE UMOD MPX _ pNCHORNOMSSHEETI BUCKTVP.,�� SWM WOEDANCHORTWP SEE SEEANCHOR ANCHORNOTEz6HEET1 <3 T IOR TOR* NOTEB,SHEEE, OETAM1&ATRACXR+AME HEAD (AIIVERT. SECTON5) IM. WOOS INWALLATKIN ENBED.WE MAX TABLEASHEET I��-1 SHIM W000ANNIOR2. SHEET EETABLT., ANCHORNOTE S.SHEETt 1N•MAK EXN �-I II-� r6ESHEETIA r Y 6HEET, WOOD ANCHOR FXi, r TYP..SEE ONCXOR qT. NOTE25HEETI g W00RNOM SFEJEE 2-II16^ EOGEOIBT.. F� ANCHORNOIE], SHEET, GEETABIEA OETAMODINACKFRPMEJAMB CONCRETE OETARC.3-TRACKFPAMESILL SIEETI WOOD PATANATION SEEANCHOETE W WO WSTA-LAT'ON OETAM1 am.aumuiv BANCHOR=SMER CS RLiNE rl g6HE£Tt PR.OpUp11�C�44TppREVISEO ENSEo. e. .q CW WBroEM6� SEE no 1T-0130.1] TPHLEA SHEET, K AW Cf1L DNIE�m. M MA E 6N E NR�DDL L a� «K R L eftsUM[ �xaq °Uf NA9IMW. &&19E AmaR G` vxGLP armeML BiIERLP.]( P aM� R m �� LCOORE MERLN( TRMG� US b� qrt LLL 3'I8£ T A4lRMNL Q� iDFO 3}O 11 LLX]L9l&E SFDID �� APIP.1611 ®� LOR91iE OV! S iPID ASRNGLL N NOTE REWFOACEMENT(I1F M)REONPE°ATALLINTERLOCK& QINTERIDR P!( PPNELTTFESI y E%TERMJR G.LLO. WIDTH=NOM. PMMWDTH-T' D.LO. HEIGHL=GOOK UNIT XEIGM-10.115 PANEL HEIGHT=GCORUNRHEMHT-1.SW' 14 JPMO DETAL W OR V. NOTE SHT. & flANGWR 1. MAXIMUM NOMINPL DETA45 D'&'E'.SHT.6 MIEfYLOCK DETA6'J'. PPNMCON &M.& PANELCONFlGURATON$ GURAM EOW13 G0' ASTNAGALDETAILM.SM:6 HE MDETNLT.SHT.& EXTERIOR &ANCHORD XLS'WS'' &'F.SIR.6 TYP sEE FRAMEa 0XX0(2 TRACK) svlD LHv S& J PANELCORNER aMiWWRDETVIS'C& CONS UGTMN G', SM.a DuSELOW SILIPANE BYOTHERS Y6%1' (�* PMSMS 9". "... PH 6M5 PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES' ,.SEETHISSHEEFFORINDMOUALPPNELCONFIGUPATION& M ..NOMINAL PANEL WIDTH •4W.. SFE SHT. MR5ECRON OETALSPNDSHT5."FOR ANCNOMGE OEfaLs. Y. MAX (WIDTH561';MA%.OLGHEIOHT=BTTE MA%PANELHEIOHLM 19'. 3,(1)LO103)AT SME1 80)AT E4CH LOCNSTILE. LOCgNG WTO NffiER (rtEM 1031 AT FINMEJAMBORASTMGa_ 1911/!MA%ONrtWIO1H dP D.LO. NOMINAL o. Pam wIGTH �rwlmx PANEL TYPE PANE TTPE PANEL TYPE PA TYPE R ST 70 10 q 4 p y °ML°' S i 6 9 UN ftFlNF. SEE NOTE gEINF. ° P. xA. IN 1 T -10 PRODUOT MWMA �a�M gyum .;n e o �1T-0020.I31] e.w.e.. wsO3rzarzDaD xw 641p5 e nlm m m m ALL REINNRCED IMEP10C1! DETNLT I13 m m DEfAM. TISCREEN ATD (2TMC%SHOLNI9) PART ILLUSTRATIONS 14 (SEE SHEEP B MR MR WSTALL MOETNLS) ] m Im FUL1 LENGTH 14 or lAMe 9] xl-w• n9x tp s]a,x1. S'"MID5PPN ]W ]1>SPMI D AL1'STN .CUP W/RETNNEROIW ETNL w(FI%ED P m M 43 e y S' Q INTEROR "I (ALLHOmwmlON5) x MTNLWM' REEK aEMERIOR Imp FJf *R ATSILL (AILVERT.W=ONS) OETARPS EN (27RACKSHOWN) ATJAM9 (2-TRACKSHOLVN) SILL RISERS OPTIONS (SEE EESHELTBF0.6 MR I�ET4 INSTNIATION DEEMS) 11 19 EM. Ems• /' , S FLUSH BO%54l PISER LOWSOXSRLRISER (NOTVNLIDMR WATER V`) NRLTRMION RESISTANCE) B E%T. BT INOTIATS� WA (NOTVNID RMWATER I NFILTMT W N PESISTNiLE( -ur- a M 8.]a- MMWMMXEN RIMR HIOXBOX RILLPoSER a (4-) 40Y• LOW FIAT SM1LRISER MEDIWA RATSILL RISFA H4MRATSILLRLER (2-IM (}1(e) (41 ¢w. w.Vnx my M� FROOUOTRENIJEDe^e. Du9e wP� 1)-0630.1J fapleaYav Wb0](lYt0x0 Nu m]m �Ru1m0vCMeIE�ED�A Mob & 17-0 20.13 Bco=O= 03RQR030 Y6r 6IWu�[(1.a wr NOTES: tN..._tb/ 1)KLPIUMNUM=6lV3dB 2)MMS 03.(&10, 12,13.10.17. 2 9,W,81. 78."It IW22PRE NOT US MDME NOTPPATO TIIISA IV3V L y D� wx sm%sn]me PARTS LAST %,Fy;'!<om X:'�2p• womXW �ONAL EN�. SERIES 110 N.P. ALUMINUMSGO-WI 'L m DNw] D An GuxcEs ma6rEEr �wfxir4W PE .tm]mnrt NIS 9 =10 G p lBi2 ttem � / PGT/ Deeeelptl9n 1. Otl]m ?iMIXXFPD 3 Ilm] Btnm NPAIIs XHFADN'IIR 6CAEENMLL 6 In11 Btnl6 FPAYE fiG1TCW LAVER fi 1RI] 01n1] FlUNE HFM'YJJBXCOQY ] ITDI BInM 3-ilaIXsu e I791 elwm zmAusuwLmsaaEnwu 11 In'] OIR1, FMYE891 TMRN6ER1 11 IISfi BI IDS Sl1UIXNN0 Is 1nYL 01nIl 2TRASI{Y3IR Wm3sCREENR40 10 tTID 01n33 R1 R6ER 19 1w19 OIn19 SLLI6sER-IX%1[%V 20 Intt BIT!]I SLLI65ER-IMIFUT 21 Iflt] 6YLg5ER-LONIIXIGW 2z tnw el»v suRVER-Mm Pur 9 1]34 81i]31 64PbFA-MFDM%LPN N ti]S fi1Rll 6LLR6FR-MGHNm1xM' n Irm w]m su Rx;Gt-wcx Pur 31E1x9101t xPE 6 GEQ! PARry: w ate auae sG+EEnsys wE-IuxsmE %1 ]IGSXN'G6K 9QIEENLCQ]E] a aBle 6LREE4xEEPERSPXCFR BET a w4 sm!] sq£ENMEI4MXAN.PIEV %D! Bate 6cREweclmlEwrmxK a an Blum swEwroP RxX 9OIEFNBOTION PA4 e] we nMi 9TAICAIwRJLLER 6s 0m RiW{ 9TANWi036ILLFR-sL SR a4 01L1 9fPEENAs1R4dLL w 1]lL9 B11910 NL 6OIEENA6fiGGLLAO]PRR ]1 I[91 BiLs1 sSPEEX6PIME-.1BS 9 1]W O1W1 6SPEEHSPNYE-.15P w wuea9 scREExacix s] Im vrxr zvlrs6mw eLCIX 11 1RB 1'%r%1/IB'BETnXOSLDIX 01 IM0 M]Sts PAXELBI3E PE0W W1r1 W 1n21 01 ieT WIEnLG(XMPI¢i w 133e 6RSa VIWLBLrH VSR.-ll@iONiOE MERt4j N Im >IRs sLL E1w WFAT1EA91RP PA0 0.5 1198 01nn P'IE140Q(BIXflV aNF0. W t]N] slnle WIEf6pG(AWMREHF.IPAHEL-In M9m Dx,9T/ PGTO DBe011ptbn m 11Yf9 BIn9 1EAVY tl/IYABRV.GL W 1}Y< mnN IOPI BOTIGX PP6 w IlwO nnlB wEeil�2smP PAEN3wXP]6a_cmx ucicem II 1m5 i10M t-12X1'%YO'IClIFW 6GL WSTPLLG4 R WS1 R199{ iAXfEtl 6T SRRaLEflA55Y. n mw nlsw rAxDEU NiIDrIRmLERAsar. 1X 64Y.V1@ l:OV18A. W'/rpl Ofl GE-T/W ]! B10! nIBSI CEMW MORIX£SPLT LWILD'](WRONGTRM qA]E M 11wDIIFPi% OIB]3%I'R98.6CId=WW/IYPE'F'iIP R nwzW los stEELmw DNf( R IT 01]}9 PgOFAD W 1>.ti9 01 ]SV I/10-SE]D/FDF.DPAIELDID el tl>w mnW WI/eEw W 12L1 0N10M VNYLB1YBwELTMEPs1Pov w ena nw ww9 wc, Ixrzvle 6cL SWEAvx.IAPE. PDLTETu Im W153 XW52 RDIL£RxW IOIEPLVJ 101 ]A0] 1W00WPER Im 1We nWe IXWrPLW Iw '210p' 1'IQEPEfl IM fist ]6q(EEP 9GEEN ILO(KEEPER Im t>94 Bt ]!M N£DPMELGP-O'LONO 1m inl3 01na E%R�RRLFD PANF3flETA0ff R-016' IW Ins n]iB YMIXExrt-uTePY1fl RX6ED W1INT10J11e TB W1 Im nw nlw Iu1m1E Krt-PAe:ED Ex1E1mR1uNVE Iw Int ]0163sN RNME XR-18:¢.S[e MEPLRW]IHTWBrIIIM I10 ITSt ]w I0 IIXk'LE IV!-REf£96ED E%IEpJRPLL1 Ill ]IO%t1PP9M%NOXY6'PNPR IFIL-6.6. 111 1'6! 0]sle WSR..Z3P %.f]V-RIBELL 113 1]I] MOl6 .lil %.11P RL4FAL nwrlsrez n9suvr 119 IIdPPr AIU%1' 110 TIDXR XIN0X1'99. m TAAI$% mw9x1-IG/e. 1n 1]952 01]95i PU£DPpHELiCIMIER ]N' SCAWgED By MIAMI•DADE St. Lucie County MIAMI—DADECOUNTY, FLORIDA 0 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) www.miamidade.eovleeonomy 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. I2ER 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: Series "770-HP" Aluminum Sliding Glass Doors w / Reinforcements -L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD - L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and latest update 03/05/15, signed and scaled by Lynn A. Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance member and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been fled 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 renews NOA No.13-1009.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval documentmentioned above. FILE COPY The submitted documentation n was reviewed by Jaime D. Gascmr , P.E. NOA No.15-0106.08 MIAM4' A COUNTY ��(((: Expiration Date: March 24, 2020 Approval Date: March 12, 2015 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD — L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and latest update 03/05/15, signed and sealed by Lynn A. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAB 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7825, dated 06/1012014, signed and sealed by Idalmis Ortega, P. E. 2. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7468, dated 0911312013, signed and sealed by Martin D. Brinson, P. E. (Submitted wider previous NOA No.13-1009.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAB 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAB 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A 2, B-1, B-2 and C--1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1, TL-5998R, dated 12/29/09, revised, signed and sealed by Julio Gonzales, P. E. (Submitted render previous NOA No. 09-0826.12) Jaime D. G`c a P. E. Product Control Section Supervisor NOA No.15-0106.08 Expiration Date: March 24, 2020 Approval Date: March 12, 2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A 2, B-1, B 2 and Cl), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5998, FTL-6005 and FTL-6012, dated 08/10/09, all signed and sealed by Julio Gonzales, P. E. (Submitted raider previous NOA No. 09-0826.12) 5. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and FTL-5254. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5'h Addition (2014), prepared by manufachuer, dated 03/05/15, signed and sealed by Lynn A. Miller, P.E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Knraray PVB Glass Interlayer" dated 03/12/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"' Edition (2014), issued by manufacturer, dated 12/31114, signed and sealed by Lynn A. Miller, P. E. 2. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration Testing Laboratory, Inc., dated 06/10/14, signed and sealed by Idahnis Ortega, P. E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the Iaws of. the State of Florida, dated 01/27/15 and filed by the Secretary of State. 4. Statement letter of commitment, issued by manufacturer, dated 02120/14, signed and sealed by Lynn A. Miller, P. E. (SitbrnittedraiderprevioasNOANo.I31009.07) Jaime D. Gaseon, . E. Product Control Section Supervisor NOA No. 15-0106.08 Expiration Date: March 24, 2020 Approval Date: March 12, 2015 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTwuED) 5. Statement letter of conformance to and complying with FBC-2010, issued by manufacturer, dated 10104/13, signed and sealed by Lynn A. Miller, P. E. (Submitted rnrderprevions NOANo. 13 1009.07) 6. Statement letter of no financial interest, issued by manufacturer, dated 10/04/13, signed and sealed by Lynn A. Miller, P. E. (Submitted underprevious NOA No. 13 1009.07) 7. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 01/13/14, signed by Manny Sanchez, CEO. (Submitted under previous NOA No. 13 1009.07) 8. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E. (Srrbnritted under previous 1VOA 1Vo. 131009.07) 9. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 13 1009.07) 10. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15 27.001 of the Florida Administrative'Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by Lynn A. Miller, P. E. (Submitted under previous NOA No. 11 1018.16) 11. Laboratory compliance letter for Test Reports No.'s FTL-5998, FTL-6005 and FTL-6012, all issued by Fenestration Testing Laboratory, Inc., dated 08/10109, signed and sealed by Julio Gonzales, P. E. (Submitted iiiuler previous NOA No. 09-0826.12) 12. Proposals No.'s 09-0177-A, dated 05/05/09, B, dated 05/27/09 and -C, dated 05/27/09, all issued by the Product Control, signed by Ishaq Cbanda, P. E. (Sribirritted riurlerprevioiisNOANo. 09-0826.12) G. OTHERS 1. Notice of Acceptance No. 13-1009.07, issued to PGT Industries, Inc. for their Series "770-111? Aluminum Sliding Glass Doors w / Reinforcements - L.M.I.", approved on 02/28/14 and expiring on 03/24/15. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.15-0106.6 Expiration Date: March 24, 2020 Approval Date: March 12,2015 E-3 CdtNtKAL NU I tA5': StKItS !/U H.N. LMI SLIUINU GLASS UUUK WI I H KI--INFUKGtMtN I DESIGNP11E3SU11ERAnxc 1, 1MPACTRAnxc SEETABLESIAIAON I RATEDFOR URGE"MALL 1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET MISs1LE IMPACT RESISTANCE GLASS STRENGTHS .T-TEMPERED HS -HEAT STRENGTHEO INTERLAYER TYPES: SG = .090` DUPONT SENTRYGLAS G4 - 7/16" LAMINATED: (2) LITES OF 3/16- HS WITH .090• SG INTERLAYER. G4A -9/IW LAMINATED: (2) LITES OF 1/4' HS GLASS WITH.090" SG INTERLAYER. G6-1`LAMINATED INSULATING GLASS: 3/16' T EXT. CAP +318' AIR SPACE +7116• LAMINATED: (2) LITES OF 3118' HS GLASS WITH .090= SG INTERLAYER. GOA-1' LAMINATED INSULATING GLASS: 1/4-T EXT. CAP +6/16` AIR SPACE+ 7116" LAMINATED: (2) LITES OF 311W HS GLASS WITH .090' SG INTERLAYER. 2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUF NOT LIMBED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4-6. 4) SHUTTERS ARE NOT REQUIRED. 5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: TEST REPORTS FTL5998, FTL-6005, FTL-7468, FTL-6012 & FTL-7825. ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONE, ANSVAFBPA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7) THIS PRODUCT RAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 0) CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (108') HIGH WITH MAXIMUM 4 FT, NOMINAL WIDE DOOR PANELS, MAXIMUM 4 PANELS. SEE EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 8 7. D.L.O. WIDTH o NOM. PANEL WIDTH-7' D.LO. HEIGHT= DOOR UNIT HEIGHT - 10A25' PANEL HEIGHT - DOOR UNIT HEIGHT - 1.866" 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMMADE COUNTYAPPROVED ELCO ANCHORS. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1.1/2' THICK. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE I Air THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK. NON-METALLIC GROUT, MAX. 1/4' THICK 83400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ereep Anchor 9ub9mle Flemo Membr MIn. 1 1H'Dwlllmcm ugmulW CMU, (AS1M C80) JvnboNy 1.1M• 1W Ei 4108.92 U° WW CMU,(ASIM O90) Jambanly IW8' 141V Ile Oc. Vecw ....dsl1Jmb 1-114'012.1"s 0 S.S. Ems. (min. 1l Nmedalln) P.T. 5bulhem Plu(SG-0.55) H°adISIIVJamb I8w ANmleum.8 IS' Mw 511MMD 0.071•9 SMH, A38' 6W.1 SIW. AGO G, 3W Hee SIIU&m Haed19g9Jamb 318' 0AW O.0451' 114' Elc° 1888.8. g4pmAela Cmmmta(.h 3.275 kn1) HaemilitJem6 1-11Y law ft WW MU. (ASTM C00) J.0 °NV 2• 1414- Om CCMU(AS1MC ,min.2kel gmut) Jamb ONy 2• T P.T.Swth:pMe sG-0.55) Heed59VJamb 1' 1.3I8' 4 g12, 81re18M3 G5, (mh tt 0nadagn) P.T. SwUem PN°(SG=0.65) Hw svvemb N18' Idw Aluminum•0981TV HeeWSUV. b 3m• 0.071• swL A08' He =Womb &3' 0.050' 51W 51W A653 G, 33' HmdEWJamb 3R• 0.0151' - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. P.O sgxlw AtlX0749. R 3r374 1 u 10 1 POT00O4 NOA DRAWING MAP SHEET 3 DETAILS .......... _ 3 PRESSURES ....... 4 IONS ..... ............... 7 URATIONS........... 7 LYNN.It, 4 I •� y 1 { E VS.. T'•.• S iE F MAX. UNIT MAX. UNIT WIDTH 95" WIDTH 145 5/16" —] MAX. MAX. DOOR / / DOOR UNIT UNIT HEIGHT / / HEIGHT 1081, 1081, 1 XO, OX, XX OXX, XXO, OXO MAX. UNIT WIDTH 191 1/2" MAX. DOOR B'*g:rxermweo wmvb�i��arns cwaae UNIT ° swmNscex Bo av HEIGHT 108° o meAa.rcamoi nun OXXO D�V LYNN Af/( v6 APPROVED CONFIGURATIONS "u.E970' J.J. f0/fYff C NO CHANCE THIS SHEET r°lU 1FfJWIXWYOahE ELEVATIONS :'��.''• FLoa�OP;'U,\\:` JR CCI 3 C NO CHANGETHI3SHEET N°r(W08.R=75 a SERIES 770 H.P. ALUMINUM SGD - LMI —JaR 1A� am —CHANGE Tff15 SNEEi NO%Wi9.Rwvl ® o.�.yy, o.hr m ,a LYWIkILIEa.PE sconaxJ+. NTS 2 + 10 POT0004 E P.EC68M5 3116' HS GLASS DUPONT.090 SG 3/16' HS GLASS EXTERIOR 7/16'NOM. 82 314' NOM. GLASS 80 BITE 3/16' HS GLASS DUPONT.090 SG EXTERIOR 3/18' HS GLASS74 74 318 "AIR SPACE 3/16'TGLASS ---�L I S4 7/16" LAMINATED GLASS TYPES G4 1/4' HS GLASS DUPONT A90 SG - 114- HS GLASS EXTERIOR 9/16'NOM. — 82 81 1" LAMINATED INSULATING 55 GLASS TYPES G6 SG = DUPONT SENTRYGLAS 3/16- HS GLASS EXTERIOR DUPONT.090 SG 3/16' HS GLASS 74 5116" AIRSPACE 74 1/4' T GLASS 1' NOM. 33/�OM. 83 314' NOM. GLASS BITE 79 GLASS BITE -f 56 ' 54 9/16" LAMINATED GLASS TYPES G4A 1" LAMINATED INSULATING GLASS TYPES G6A BGBaC1. U ND%OMI$. H51S7� b0D)AHP. NT$ 3 s 10 -LMI No. 58705 P.E/ 58785 aLC l: Design Pressure (DP) and Anchor0uen119ea Required Forallapproved Con89uratlans,Sheet2 end Glees Types, Shoat 3) Oo4r UNI HY901 n) led4ck.AehegY B4TI0'(OLOI iS]/8'(OL0) T9-7/B'(OLO) BT-T/B'(OLO) 01-7/B'IOLO) O1-T/B (OLO)y Stiles AM,a Group Archer Group AMrrGmp Arcarc Gmup A rl p AWJVGmup1 2&4 3 t&2 3 4 1&2 3 4 1 2 3 4 1&2 34 1&2 3 4OP(Pe0 ,m.130 ,OW-130 m.130 .W.130 .801.130 Hea Sn Cfi+2 05-2 C5+2 C512 C5+2 Cfi+2 0fi+2 C8+2 Cfi+2 C512 C5+2 C542 T6+2 Cb+2 Lfi12 Cfi+2 Cfi+2 C8.2 C8+2 Jamb 10 10 10 1010 10 10 10 10 t0 10 12 12 12 12 12 12 OP tpeq .901430 10W-lw 10Y-130 18W.130 1w-ImHm S31 0 2 C5.2 0512 W.2 CG+2 C5.2 Cfi+2 0512 C5+2 C8+2 C0+2 0102 0.2 C842 C0+2 0e.2 C8.2 CT.2 CN2 I Jamb 10 10 10 10 10 10 10 12 10 10 t0 12 10 12 14 12 12 14 12 OP(Pe0 .90'-130 .90/-130 .m.130 .BWa30 1901-im 11e441SN 0512 Cfi12 Cfi+2 M2 C8+2 09.2 C8+2 Cfi+2 C012 C8+2 00+2 C742 CT.2 CT42 CT+2 C7.2 CI+2 CB.2 08+2 Jmeb 10 12 10 10 12 f0 10 14 to 10 10 14 to121B 12 E la 12 DP(pe0 49W-130 +90/.130 .96'-130 +90/430 +9W-130.Hmd310 C8.2 C8.2 CB12 08+2 C8+2 C8.2 C8+2 CT+2 C]+2 CT.2 CT+2 C0.2 C0+20T+2 Cg+2 M,2Jamb 10121010 14 10 10 141010 10 12 18 12 12 18 12DP(Pe0 .w-Im +BW-130 .9W-130 4w-130 .m.1185 .901 HeeN9111 C8.3 0813 �.3 C8.3 CI13 CIq C/+3 C7.3 CT.3 C0+3 CB.3 C0+3 C8.3 CT.3 CB.3 C8.3 C7+2 CB13 C0.3 Jamb 10 14 10 10 11 10 10 I 18 10 10 f0 78 12 12 18 12 t2 18 12 NOTE JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INS 1ALL U. O= EXAMPLE ON SHEET 1. POSITIVE PRESSURES W TABLE ARE BASED ON THE USE OF THE 4- SILL. 2. WHEN USING THE 21/2' SILL, POSITIVE DP IS 40.67 PSF MAX. AND WITH THE 31/4' SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA ON THIS SHEET. 3.2112', 31/4' AND 4-SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 11/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE I MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED OH FOR WATER INFILTRATION. HEIGHT 4. SEE SHEETS I.5& S FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT I INFORMATION. L 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. D.L.O. WIDTH =NOM. PANEL WIDTH -7' D.LO. HEIGHT= DOOR UNIT HEIGHT - 10.126' PANEL HEIGHT= DOOR UNIT HEIGHT -1.800' OH LENGTH H -- LTO OH LENGTH = OH RATIO OHHEIEQUALTOI R SEE NOTE 3 TABLE IA. 8111 Helphl to Max. (+) DP (Wale, Id c HIM Rating) (+)Oe31gn Pmseure, psi swmte3 ff + 46.67 +60.0 +90.0 SEE NOTES 1-3 P.0. aQx14re ILJ\ \ y0_1 4 m+aM+ rJoxo4uan.B12N m saonoHP. NTS 4 + f0 P0T0004 i No.58705 . OF HEAD & SILL ................ 8° MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE W FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24' MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL I INTERLOCKS ON SHEET 6. JAMBS ......................... 8' MAX FROM BOTTOM AND 17.126' MAX. O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. SEE -CB -CLUSTER INTERIOR '+3'ANCHORAGE I I DETAIL, SHT. B ASTRAGAL ANCHORS PER PANEL! ARE THOSE INTERLOCK 7°MAX. Imo— e'MAX. CAT THE HEAD AND SILL BETWEENLUSTERSS ORTHOSE BETWEENA 31f2° MAX CENTERLINE O.C. CENTERLINE CLUSTER AND A FRAME JAMB. — 2.04° 4.051PF I ' 24" MAX. O.C. 3.6' MAX. O.C. ' e��•E i-- CENTERLINE OFPANEL I h— CENTERLINE OF PANEL I --CENTERLINE OF PANEL (EXAMPLE OXX ANCHORAGE PLAN: C83 HEA08 SILL ANCHORAGEI3 PANEL 2-TRACKEXAMPLE SHOWN(=(26)ANCHORS TOTAL i L(3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4 EXTERIOR --------------------------------------------- C8+3= (36) ANCHORSTOTAL AT HEAD AND AT SILL 3 C8 3 C8 3 C8 3 108" MAX O.C. L� C.L.ASTRAGAL B' MAX., TYP. 24' 8° MAX 17.125- MAX O.C. TOTAL OF 12, (6 PAIRS) _T GROUP 4 ANCHORS PER 1 JAMB (SEE SHEET 8 FOR PAIR O.C. SPACING) 181 M"MAX. EXAMPLE OXXO ANCHORAGE PLAN: (4) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4 P,0.6onuaR.aan�QX,5" xox ti - ALYNNNBIER, 6 a 10 PGT0004 E PE050705 NOTES: T. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. METAL SUBSTRATES SIMILAR TO WOOD SUBSTRATES AS SHOWN. DIAGONAL, O.C. DIMENSION IS 4.051'. SEE CLUSTER DETAILS, (APPLIES TO ALL ANCHORS). 21/16'• 2x WOOD BUCK TYP., EDGE DIST.. SEEANCHORNOTE --�( SEE HART 3, SHT. SHT. i EXT. I EMBED.,SEE L CHART, SK7.1 1/4' EMBED., SEE CHART, SHT.1 MAX. SHIM 1/4'MAX. SHIM -• WOOD ANCHOR TYP., SEE IXWOOD ANCHOR NOTE 2, SHT. 1 SUCKTyp, DETAIL A. 2-TRACK W/ SCREEN FRAME HEAD SEEANCHOR WOOD INSTALLATION NOTE 3, SHT.1 CONCRETE ANCHORTYP., INT. ASTRAGAL OR INTERLOCK CENTERLINE 7' 7' 1.75' 4.061' 2.04' a p EDGE DIST., SEE CHART SHT.1 EDGE DIST., SEE ANCHOR SEE CHART k2.111 NOTE I, SHT.1SHT.1 EXT SEE EXT• DETAIL D.2-TRACK FF 7SHT.1 CONCRETE INSTAL 1/4' J2x WOOD BUCK TYP.. SEE MAX' ANCHOR NOTE 3, SHT. i SHIM WOOD ANCHORTYP.. SEE ANCHOR NOTE 2, SHT.1 G] EXTERIOR INTERIOR DET, 2-TRACKFRAMEHEAD (ALL VERT. SECTIONS) WOOD INSTALLATION EMBED., SEE CHART SHT 1 2-TRACK AbjR UAL IINICnLVI.n 6ANCHORCLUSTER-C6 ASTRAGAL OR LOCK ERLINE a4.05i" 03.5' 2 04' 2dIiHGK A51 RAIiPL/ m ¢nwcn =TE 7 ANCHOR CLUSTER -C7 EDGE DIST. -{-�� EMBED., T SEE CHAR ' I SEE SHT. 2-1/18'• CHART, " ' SHT.1 ixW000 f:...;:7 i'A':'o:S`•'_�:',-: %:�.X'. SEEANCLIUK EXT. NOTE 3. SHT.1 1/4' MAX SHIM WOOD ANCHOR TYP., SEE EDGE DIST., ANCHOR NOTE 2, SHT. 1 114'MAX SHIM +7 rSEE CHART —t SHT.1 SEE ANCHOR NOTE 1, SHT.1 DETAIL F. 2-TRACK FRAME HEAD 2x WOOD BUCK TYP.. SEE CONCRETE INSTALLATION 1/4' MAX. ANCHOR NOTE 3, SHT.1 (SEEANCHOR EMBED.. SEE 1/4'MAK •—_'— 2.1l18" NOTE S. SHT. 1) n CHART. SHT.1 2-1116' • (SEE ANCHOR WOOD ANCHOR NOTE 5, SHT. 1) EXT. I _ TYP., SEE ANCHOR EXT. NOTE 2, SHT.1 2x WOOD BUCKTYP., SEE 2-1/18'• EDGE DIST., EXT. ANCHOR NOTE 3, SHT. 1 �•;.`; SEE CHART DETAIL E. 2-TRACK FRAME JAMB CONCRETE ANCHOR TY DETAILC 2-TRACK FRAME SILL SHT'1 WOOD INSTALLATION SEE ANCHOR NOTE 1. SHI WOOD INSTALLATION DETAIL G.2-TRACK vaeaz/s» NONOMI$FL 91t)1 GROUTASREO. ''Bx CONCRETE Mfeml Do4e Bvd,al avLaf� 1111 :•�• • !1!.. ::'.Y'..{1! EMBED.,SEE p`Oaq IYNN M/( •.••, CHART, SHT.1 `: �d`,: VCENSE 4' : JI (EDGE DIST.. J _ i� r No. 56705 BILL SEE CHAR SHT. 1 � N {ni IS �� S EOF �'�.o''•., IMPLE CLUSTERS Ato0ro?:' C2�: �FSg/ONA�"a�� ILUMINUMSGD-LMIRL ifiam" 6 +10 P0T0004 E PEY 070i PANEL LETTER SINGLE K NTERLOCK LOCKSTILE AA SINGLE LOCKSnLE INTERLOCK D LOCKSTILE SINGLE /,YIERLOCK M LOCKSTILE IMmERLOLOCK LS ASI IE GLE O0T L LRAST. SINGLE (�aIRowINTERLOCK ORAGAL NASTRAGAL SINGLE 1N INIERLOCK C SINGLE ASTRAGAL IMERLOCK IN SINGLE FIXED P INTERLOCK LADKSTILE F1KEO SINGLE R LOCKSnLE INTERLOCK T �0w� FIXED LOLE T AST�CL11. �-f= FLIED LOCKSRLE teuTvo SFIXED ASTRAGAL LOCKSMLE 66 OM taara4n S FLXD � ASTRAGAL „ LOCKSTSE .LAB$ IN NOTE: REINFORCEMENT (REM 968) REQUIRED AT ALL INTERLOCKS. 'Q INTERIOR (ALLPANELTYPES) . L EXTERIOR D.L.O. WIDTH = NON. PANEL WIDTH- 7' D.L.O. HEIGHT = DOOR UNIT HEIGHT - 10.126' PANEL HEIGHT - DOOR UNIT HEIGHT-1.886' JAMB DETAIL'K' OR'L', NOTE: BHT. 8 & ANCHOR 1. MAXIMUM NOMINAL DETAILS'D'&'E', SHT.6 INTERLOCK DETAIL'J', PANEL WIDTH FOR ALL SHT.8 PANEL CONFIGURATIONS EQUALS 48' ASTRAGAL DETAIL'W, BHT HEADER DETAIL T, SHT. 8 EXTERIOR & ANCHOR DETAILS'A','W WE', SHT.6 / 1a11¢-M Urvu WIUIII 41' MAX. NOMINAL D.L.O. PANEL WIDTH I TWIDTH PANEL PANEL PANEL TYPE TYPE TYPE 1' 'D' 'P' ICE 077MA MA p DOC D. O. UNI HT. SEE HT TYPNOTE AL REINF. SEE FRAME & OXXO (2 TRACK) PANEL CORNER CONSTRUCTION DETAILS BELOW 50' R f ...LL VC IHR O,..1. ea ANCHOR DETAILS'C & 'G', SHT.8 BY OTHERS _08X1' PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: 1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH =48'. SEE SHT. 8 FOR SECTION DETAILS AND SHTS. 4.6 FOR ANCHORAGE DETAILS. 2. MAX. OLD WIDTH -41'; MAX. DLO HEIGHT c 87 718'. MAX PANEL HEIGHT =106 Its'. 3. (1) LOCK (ITEMS 76 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. P.D. 1 IM-1 NOKOMIS,7191114 7 a 10 I POT0004 >Y No. 58705 €OICi TY SILL RISERS OPTIONS (SEESEE HE TBABLE IA, SHEET4 FORFOR INSTALLATION DETAILS) iB EXT. 1d0T FLUSH BOX SILL RISER (NOT VALID FOR WATER INFILTRATION RESISTANCE) PART ILLUSTRATIONS (SEE SHEET FOR FOR INSTALLATION DETAILS) STANDARD CLIP OPTIONALCLIP W/RETAINER0106 WIRETAINERN123 DETAIL W (FIXED PANEL) DETAIL'O'SCREEN V EXTERIOR INTERIOR AT SILL (ALL VERT. SECTIONS) DETAILP'SCREEN (2-TRACK SHOWN) AT JAMB (2-TRACK SHOWN) LOW BOX SILL RISER (2-112') LOW FLAT SILL RISER (2-1YY) 23 EXT. 3.3W vi I MEDIUM BOX SILL RISER (3-114") 22 I EXT. 3.305' 1 MEDIUM FLAT SILL RISER (3-1/4') P.0.0=16" A'W[OMIS a'M 24 4.05V E%T. HIGH BOX SILL RISER zs (4') 4.0 V EXT. HIGH FLAT SILL RISER (4') 4 INTERIOR (ALL HOR17 SECTIONS) EXTERIOR MAX 100' 977W DOORI26T MAX DETAILT HEIGHT DLO WP. B e 10 DETAIL'H' ASTRAGAL DTAIL'M' N, 58705 --y 0.716° 1.050' 1.050° Imo- 1.0 0.325, 0.08O 0.811• O.OI�0.534' 0.280° 0.757' 1.36' INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEADC OLAZINO BEAD1 GLAZING BEAD (i°LG.1 FIXED PANEL CLIP (85) MATL•6083-TB 6) MATL: 8083-TB (80) MATL: 6063-T6 (81) MATL: 8083-TB (79)MAT'L: 6083-TB (105)MAT'L: 8083-T8 0.081' 0.062' 3.25' 8.198' 4.49' 0.0s2' 0.080, -� 1.162' 1.888° 1.304' 1.211' 1.505' 5.06 moo 1.739' 2-TRACK HEAD W/ SCREEN TRACK 2-TRACK SILL TOP/BOTTOM BOTTOM RAIL (2)MATL:6083-178 0'�2 (7I MATL: 6063-T8 INTERLOCKADAPTE (62)MATL: 8083-TO (69)MATL-6083-T6 3.079' 4• 1.48T 6221" 0.076" 0.082' -rll-- 1.606" 0.133' 18, 1.645. FLUSH FLAT SILL RISER (18) MATL• 6063-TB 0.080"2TRACK SILL W/SCREEN TRACK 1� A 3.125' 0.281' (e) MATL: 8083-TB HEAVY DUTYSTILEHEAVY DUTY ASTRAGAL 9' 0.83° 1 (81)MATL: 8083•TB (8B)MATL: 6063•T6 0.082° 6,069, 1 B54• 1SCR9EEN;ILEj 0.760. �O719-0.080.-(40)MATL: 6063-TO 0.080'I-'�0 �-( (�- 1.045" 0.080" I I I SILL TRACK 0.863 --- 1.211'0.080' L_J-J 1.254' 081' 2-TRACK HEAD 0.26T (1 MAT'L: 6063-T6 REINFORCEMENT 0.750' p81 MATL:6 663-TO (4 j� 0.750°(ANEL LENGTH -9. OBr 0.062- 00.760" 3.35° 4.055° 0.062' 1=L 2.555' 0.08 r (11)MATL:6003-TB 1.993' f 0.062° SCftIEEN TOP RAIL 0,876. 5) MATL:6063-T6 1 9 L o.asz^ SCREEN BIM. RAIL (46) MATL: 6083-T6 0.232 (may- 0.906' n�2.455' 1.6671 Il `. 0.062" �II= PAB fm NOttOML£FL.H174 IV R II SCREEN JAMB WIJIIIITRACKWJIjI. 2-TRACK JAMB SCREEN TRACK (14)MAT•L: 6063-T6 (15)MATL: 6063-TB 9' FIXED PANEL FIXED PANEL RETAINER, 7/8' RETAINER. SAW (123) MATL: 6003-TB (106) MATL: 6063-T6 F`- 0.232" 0.232' 3.955° 3.205° 1 0.062' 0.062, •--�i�- MED. FLAT SILL RISER HIGH FLAT SILL RISER (22)MATL: 0063-TB (25)MAT'L: 8063-T8 I SERIES 770 H.P. ALUMINUM SGD - LMI I NTS 1 10 d J�•`dONY LYNN rt7i p, dcF N.. 50705 •••% 1 : µ •: F�'.. SAE FS� '" use F(ORIDP.+.CeCn` SCANNED BY St. Lucie County MIAMI•DADE - MIAMI-DADE COUNTY a 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) www.mlamidade.Qov/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 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: Series "SH-700" Aluminum Single Hung Window —L.M.L APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06106/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. 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 NOAN 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well approval document mentioned above. FILE COPY The submitted documentation was reviewed by Manuel Perez, P.E. n NOA No.17-0630.08 MIAMFDADE C,OUN7Y �i7 Expiration Date: March 26,2021 Approval Date: November 30, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOANo. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09101 /05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasee spacer system, Super Spacer® NXTrM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No_ FTL-8717, FTL-8968_ and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. (Submitted underprevious NOA No. 16-0714.06) 2. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No. 07-0322.06) Manuel er P.E. Product Coatro Ex finer NOA No.-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTUiUD) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. 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 A) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 1 an iel ere P.E. Product Contr 1 Exa Hiner NOA No. 7- 30.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014) and FBC 6°i Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC Vh Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement Ietter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL4957, FTL4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.06) 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. aVrolE , P.E. Product Cominer NOA30.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE.HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116' LAMI CONSISTING OF (2) UTES OF 1/8'ANNEALED GLASS WITH A.W KURARAY TROSIFCL' PVB (BY KURARAY AMERICA INC.) OR DW SAFLEX1PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5116- LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 1/8'.HEAT STRENGTHENED GLASS WITH A .090- KURARAY TROSIFOL 'PVB(BY KURARAY AMERICA, INC.)ORAW SAFLEX° PV13 INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 6/16- LAMI CONSISTING OF (2) LITES OF 1/8- HEAT STRENGTHENED CLASS WITH A .090'KURARAY TROSIFOL*PVB (BY KURARAYAMERICA INC.) OR.090' SAFLEX° PVB INTERLAYER(SYEASTMAN CHEMICAL COMPANY) D. 7116' LAMI CONSISTING OF (2) UTES OF 3116' ANNEALED GLASS WITH A.090-KURARAY TROSIFOO PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7116• LAM] CONSISTING OF (1) LITE OF 3/I6'ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH A .D90' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA. INC.) OR.090' SAFIFX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 711G'.LAMI CONSISTING OF (2) LITES OF 3/16-HEAT STRENGTHENED GLASS WITH A.090- KURARAY TROSIFOL `PVB (BY KURARAY AMERICA INC.) OR.090-SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/18' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 6/16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A XW KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR A90' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS; AN AIR SPACE AND SMW LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH ADDY KURARAYTROSIFOL° PVB (BY KURARAYAMERICA, INC.) OR.W SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 1. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND Still' IAM] CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL�PVB (BY KURARAY AMERICA. INC.) OR.090- SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13116' LAND IG: (1) LITE OF tp- TEMPEREDGLASS. AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3116-ANNEALED GLASS WITH A .D90'KURARAYTROSIFOL PVB(BY KURARAYAMERICA INC.)OR.090-SAFLEX'PV13 INTERLAYER (BY EASTMAN CHEMICAL COMPANY). K. 13116' LAMI IG: (1) LITE OF 1R' TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF3116'HEAT STRENGTHENED GLASS WITH A.090'KURARAYTROSIFOC PVB(BYKURARAYAMERICA, INC.) OR.090-SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L 13116' LAM) IG: (1) LITE OF U8' TEMPERED GLASS, AN AIRSPACE AND 7118' LAMI CONSISTING OF (2) LITES OF 3116- HEAT STRENGTHENED GLASS WRHA.09('KURARAYTROSIFOL BY KURARAY AMERICA INC.)OR.090'SAFLEX'FVB)NTERLAYER(BY EASTMAN CHEMICAL COMPANY) M. 13/16' LAMI IM (1) LITE OF IV ANNEALED GLASS, AN AIR SPACE AND 5116-LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA. INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS:'OX- (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3. SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13D0. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 331I3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PROD S. SHUTTERS ARE NOT REQUIRED. CODES I STANDARDS USED. •2017 FLORIDA BUIU)INO CODE(FSD STH EORION •2p14 MDADUMINGOOOE(FBO STHEORKIN •ASH E130001 •AN$VAF4PA MX,2015 FOR WOOD CONSTRUCTION •ASISIN 1DES+GN MANUALADM2016 •NSI5100@ •usc 3ea10 NOA DRAWING MAP SHEET GENERAL NOTES......._... I GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ............ 5 'PARTS LIST ....................... 8 EXTRUSIONS..... ........ ..... 7 'CORNER DETAIL --------- 7 ANCHORAGE .................... 8-11 Metedal Min. Fr I Min. F. Steel Scam 92 ksl 12D ksl Elea UMBODrO 155 ksl 177 ksl 410 SS Eloo CmIeFI x4D 127.4 k81 189.7 k51 6D83-T5 Akmimm 16 ksl 22 ksl A36 Steel 36 ksl 58 ks1 Gr. 33 Steal Stud 33 ksl 45 kN THROUGH 11 FORANCHORAGE DETAILS. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4845. FTL 4646, FTL4647. P71. 484B, FTLd649, FTL4650, FTL4651, FTL4723, FTL-4957; FTL-49W AND FILE=. ANSVAFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL S. SERIES/MODEL DESIGNATION S14700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (11-0 ARE ALLOWED. VENI(E.RWIS IwO�,sm ;T*J. Nn 6E705 �9TA 2 ROIADI` IMPACT �SQAL+1? A. fill LYNN MILLER, i 4040-20 G FL P.E.a 55705 Part# Deaeription Material 71 KOmmeNlg 4SG TPS Spacer System 72 Oue,les SuperSPaser nXrMM Hat MeR BmA See this Sheet tdr 73 Ouanes Dumseai Spacer Materials 74 Cartlnai XL Edge Spacer GILASS BITE 11 44 I II] 1 I I ITS GILASS SITE F T RTS: 1.8T I 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 118-ANNEALED OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. """ LAMINATED 5/16' LAMINATED GLASS 80,81 or 62 7/16' LAMINATED GLASS 83,84 or 85 71-74 71-74 aEXTERIOR INTERIOR 'I' (ALLSECTIONS) �:l • KURARAY TROSIFOL 12'NOM. iQ'NOM.' PVBINTERLAYER GLA55 BITE 46 GLASS BITE a or SAFLEX PVB INTERLAYER BY EASITMN CHEMICPL COMPANY 70 38 70 1/8'ANNEALED OR HEAT STRENGTHENED GLASS' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER �$,31.1.6- 0PVBINTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3MS' ANNEALED OR HEAT STRENGTHENED GLASS 5MS' LAMINATED WIT LAMINATED AIRSPACE AIRSPACE 1/8'ANNEALED OR TEMPERED GLASS 1/8' TEMPERED GLASS 13%e' NOM. f 118' NDM. 13/16' LAMI IG GLASS W/ 5/16' LAMI 86,87;88 or 92 13/16' LAM] IG GLASS W/ 7/16' LAM( 89,90 or 91 KODISPACE 4SG TPS NOTE LAMI IG OUTBOARD LITES MAY BE UPGRADEDTO3/16' WITH NO CHANGE IN DESIGN PRESSURE. iTRULmIRAL $IDDDNE 4116NOM. FOAM L18'NOiL WnH DESICCMIT DESICO(J!T Fl]A11 (T.GL s EIT.GLA55 eU1YIFNE e116'NOM SEAL SUCONESEAL ROLL{ORhED. STNNLEGS STEEL EM.CIASS PRODWr0."sm aromWY�wiN,boflvHn eWNA'g Com Acagvc+No I •I1E Er ucl Onto ,� Oy�/ A1ian1 azW 1111111 , W.GLASS VIT.CLSS INT.MASS a JCEN@F •.•( �: SUPER n DURASEALO n XL EDGE"' = # Ne.58705 •• n �SPACER®NXT'" SPACER SPACER10. ,aN VEN"mme.`nii GLAZfNG DETAILS ',d`y,'•.RomOn::'`a4, ''„�NAL E,, ceaaoFAurx.msms ALUM. SINGLE HUNGW/NDOW IMPACT A. L1Tl�11fdii�R. P.E iel�T. mnea,nm n*�^'N�y o s.,e m.er SNRO FUII T -Jl 4W0,20 r G FL P.E.#58705 I BASED ON GLASSTYP.E 60" TABLE 1. .0. 76- MEETING RAIL B0.0 40.0 HT. 79.0 -79.0 75.9 -75.9 .K. SASH 74.0-74.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 3818- 44" 60 BIB' or 72' 74" TABLE 2. 76' M" AB.M 4BOD I 40.0 +80.0 1 40.0 +80.0 - 0.0 +BD.O -80.0 1 +70.0 1 -70.0 +70.0 -70.0 +70.0 •70.0 6(- A.B,M 480.0 .60.0 +80.0 •BO.O +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 BT A,B.M +80.0 , +B0.0 •80.0 +80.0 40.0 +7i9 -78.B +70.0 -70.0 +MS -68.8 +W.6 47.8 63118" A,B,M +80.0 40.0 '+80.0 4D.0 +80.0 40.0 +7i0 -76.0 +68.0 46.0 +66.7 45.7 +85.5 ml UPTO63118" C,D,E,F,G,H,I,J,K,L +80.0 40.0 +80.0 -80.0 +80.0 40.0 +BD.O -80.0 1 +70.0 1 -70.0 1 +70.0 -70.0 +70.0 1 -70.0 CUSTOM VIEWS RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWSW/ HIGH SILL OPTION TABLE 3, BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH MIGHT (M UL WINDOW HT. Wl SASH = TV FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS TYPE 7711E 221111E-2B31lr 33314- 39611V 441311V 6018' 651176' i7118' D.E.F,J,K,N +80.0 40.0 +80.0 4D.0 +80.0 -90.0, +BD.D 40.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 •70.0 70.0 GLASS TYPES: TEST REPORTS TABLE 4. A.611E LAM]- 11EA..090,11EA) FTL4647, 464L 4723, 4957 S. 5116-LAMI - 11WA.090,11THS) FTL4FA7, 4818 C. 511E LAMI- IIWHS,.090,71EHS) FTL4847, 4648 D. 7/1E LAMI -(11EA..090. 11Ea) FTL4645, 4885 E. NI V LAMI -.(311WA,.M. 3116'HS) FTL4645 F. 7118--LAMI - 1EHS,.090, 311EHS) FTL4645 G. 1311V LAMI I0-1IE T. AIR SPACE, 116- LAMI -(IIWA,.090,11WA) FTL46,16, 4723. K 111E LAM) IG-1IE T, AIR SPACE, 511E LAW -1IEA..090,1IEH3 FTL4616 L 1311E LAMI IG -1/9' T. AIRSPACE, 5116- LAM) - VEHS,.090.1/EHS FTL4846 J. 111E IAMI IG-1/E T AIR SPACE, 7116" LAMI- 1EA-090. 3flWA FTL4649, 4650 K. 1116- LAMI IG • Ile' T. AIR SPACE. 7116- LAM] - (31111"A..090. 116-HS) FTL4649, 4650, 4958 L. 111E LAMI IG-11E T, AIR SPACE, 771E LAMI-(17EHS,.090. 11EHS) FTL4649, 4650 M.13/1EIAMI IG-1/EA, AIR SPACE. 511E LAMI -(11EA,.090, 1/EA) FTL4W3 O' W H7, MEETING RAL - t x S:A,SH W F p• MINUS SASH HT. HT. MEETING RAIL x• t s H 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF 464.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SW MINIMUM TO 38' MMMUM. 4. GLASS TYPES C, G, H, AND 1 MAY BE USED IN SASH ONLY S. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 1muleewraxnoYOwvB spm. LIMITATIONS. 9.VF 14 R 1 Tl3 DESIGN PRESSURES 1 H4wtWo ce6coFAUTKm+oell II 1 �lil IAWM.SINGLEHUNGWINDOW,fMPADT * . _ M0.58705 A. LYNN MILLER P.E. FL REX 687D5 53lie MAX. FLANGED WIDTH 52 VS• MAX. I.F. WIDTH 49 5/8• MAX: FU(ED C� DL (ALL) D`j ST��F271 D.I HEIGHT SEESAf C) LF A H I.F. STABLLo E O C HEI�HT I I F. 38 THS X �e MAX SASH 48 9P MAX ✓ENT DLO (AL DETAIL A 1N B- 75•F7W I ) HE j I MAX DETAIL B VIEW (STANDARD SASH) 0 j SEEDLT SUE %( 41B SASH SEE DLO TABLE X SASH HEIGHT HEIGHT DETAIL DDETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 7, SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS S THROUGH I I FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 CI ARE BASED ON A THREE OVER TWO FORMAT. fFAT.OPAUiN.IIDAO DETAIL C RADIUS TOP (STANDARD SASH) *; No. 58705 STATE ym F ••."Y DHIDI.;. iLEVATIONS: '%"1,7 GI0NALIfiN".N ILUM:SINGLE HUNG W/NDOW,IMPACT _ mnn A. LYNN MILLER. P.E. 6/I1W NTS 4 -11 4044i0 7G FL P.E.95S705 I--2'7W--1 NOTE: MIN (1) SWEEP LATCH AT VENT CENTERUNE OR OPTIONAL BOTTOM LOCKS. (1)6- FROM EACH SIDE OF SASH. Pfi 27 NOTE: BALANCE PARTS USED 1 INSIDE INSIDE MAX VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 9,10,11.15,16 S1 MAX 2.71B' FIXED DA`UTE HT 7, 8 OR 17 25 _ OUTSIDE VENT DAYLIGHT SECTION B-B (LOW SILL SHOWN)' SEE NOTE ABOVE ULTRALIFT 12 ONLY I I I I oursloE MAX. FIXED UTE DAYLIGHT OPENING ——I r• MAX WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 50 2 SECTION C-C RADIus Top (HEAD DETAIL -FLANGED VERSION) # Na 58M5 1F - �T'•, SATE ;'��4� 1R oaan7 G �,� ceAcorAulHwmas ALUM.SINGLEHUNGWINDOW,IMPACT s ALvruiluijiLea.PF. efo� om m,e'a�is •� ••• a1.95 J1 T/1SD7 6M00 Hell 6' / 11 4040-20 . G FL P.E.P 5871/5 (TENT DWGJI DESCRIPTION PGT# 1 4002A FLANGEFRAMEHEAD 812225 _ 2 1165 #BX7.000 QUAD PN. SMS 781 POA 3 4003C FLANGE FRAME SILL LOW SILL) 012226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PADIS26 6 4004 FLANGEFRPMEJAMB 612227' 7 4026 SASH STOP S12244 8 4026 SASH STOP (EGRESS) 1.125 LONG 812244 9 4029 SPIRAL BALANCE, 3/8, 618'; OR 1111V 10 1080 BALANCE COVER, 3/8' OR 5/8' BBALCVR9IB II 1 198 X.760 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 78ALTBKT 13 108511086 SASH TOP GUIDE, 42504 15 08 XI PHILLIPS FLAT HEAD S. STL- - 78XIFPAX 16 108D-1 BALANCE COVER, 11116- 6BALCVR670 17 4053 SASH STOP COVER - U053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8412 XIWLG.PH. FH.TYPE FS.STL 7832XI2FPFX 21 40MC FDED MEEDNG RAIL 64054C 23 4006C SASHTOPRAIL 64006 25 1236 WSTP.,.170 X270 BACK, FIN SEAL 67SIOG 28 1 1096 ISVIVEEPLATCH 71096 27 1 1018 #8X.626PH.FL.SMS 28 4007 SASHBOTTOMRAIL(LOWSILL) 30 1228 VVSTP., BULB VINYL 31 4008 SASHSIDERAL - 34 126B SASH FACE GUIDE 351822 LAW SETTING BLOCK 9fJ2'X25�S4'X 1' R247 36 1052 LAM IG SETTING BLOCK I-X314'XlnG' 37 1224 VINYL GLA7 BEAD BULB (THICK) K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 41 4039B GLAZING BEAD, 5/16 LAM GLASS. 42 40448 GLAZING BEAD, S/16 LAMIWGRILL KIT 44 4222A GLAZING BEAD. 7116-LAMS 64222 I . 45 9850 GLAZING BEAD, 7/16' LA I WGRILL KIT 0986 46 4067 GLAZING BEAD, 13/15"LAMI I.G. 64067 47 4071A FRAME,I.F.HEAD 64071 48 4072A FRAME. N.F. LOWSILL 64072 49 073A FRAME,I.F. HIGH SILL 64073 50 4074B FRAME. I.F. JAMB 64074 52 '40M SILL LATCH EGRESS (LOWSILL) 784009 53 1088 SPRING SILL LATCH EGRESS 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 as 1014 SCREEN FRAME(NOR. BVER.) 61014 56 1630 SCREEN CORNER KEYWRUNGS 71630 57 1631 SCREEN CORNER KEYWOUT RINGS 71631 58 1073 SCREEN BPRWG 7CASP 69 1824 SCREEN SPLINE-.135 OR FOAM 61624K c .CFRMm IIE7A DWG# I DESCRIPTION PGI# 60 1636 SCREEN SPLINE-.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 '508 GLAZING CHANNEL(. BBB X.500 - 6533402 -• 64 1101 08 X 1.000 PH. BUGLE TEK 706XI 67 GLAZING TAPE, 1/16 X1R-7116 LAM 62BV1510 .68 4061A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 791, BBB, 995 OR GE 7700 80 AGLASS, 6N6' LAM,(1/S'A.090 PVIT,1/8WA 81 IS; GLASS, 5H W LAM.. 0 'A.090 PVB,Ils-HS) 82 IC. GLASS. SMS' LAMS, WHS..090 PVGI/8-HS 83 D.GLASS, 7116' LAM,(3/16'A.OSD PVB.3/16Yn B4 E.GLASS, 7116'LAM,(3/16A.090 PV9.3116'HS) 85 F. GLASS. 7118' LAM, 3/1 WHS,.090 PVB,3/lWHS) 88 G. GLASS, 13/16'LAID IG I/87, AIR SPACE. 5N6- LAM (1/8-A.090 PVB.118-A) 87 H. GLASS, 13/1 a- LAMI IG: 181'T. AIR SPACE, 5116'LAM, (1/8-A.090 PVB,1I6'HS). 88 I. CUSS, 13/16' LAM01G; 118'17, AIR SPACE. 5116' LAM. (1R'HS..090 PVB,I/B'HS) 89 J. GLASS, 13116' LAM IG: VST, AIR SPACE, 706" LAMS. 3/16'A.090 PVB,3/18' 90 KGLASS 13/16-LAM IQ 1/8T, AIR SPACE,7/16-LAVI,3/18'A.090 PIA.3/18'HS 91 L. GLASS. 13/16'.LA4110: il8'T, AIR SPACE, 7H6' LAM, 3MS6 5,.090 PVB,3116MS) 92 MGLASS,13/16"LAMI IG; IB'AAR SPACE, 5/16"LAN,(1R'A.090 PVB,IWA) �2.784 1. .062— 47 FRAME. I.F. HEAD #4071A. 8083-T6 46 FRAME, I.F. LOW SILL 04072A, 60W6 2.314—t 2 .082 NOM LTHICKNESS OFRAME, L063 J6 50 04074D, 6o63Te = 1t i No. se76s (USED AS RADIUS TOP HEAD) JR OBCINI7 G MIGNANG53IHLBSIff2� LJ\ wc� ILIM IALLEWPE. 0 6NA0 MS 8 a 11 4040-20 G FL P.E.#58705 er vn4es .�.1 am,Ps r� 1-2.784�{ .082 71 1.3 I I 2.830 2.330 I 062 ]III— O FLANGE FRAME HEAD 64002A. 6063-TG ♦^2.784—+I 17as O3 FLANGE FRAME SILL (LOM 64003C, 606376 2,710 1�-1.513+•{ .738 .= 496 040 .oez �1.4st—IT ASHSTP FLANGE FRAME JAMB O n4025,60eaTfi 17 'SAS#400 3,6083TS 0VER O44D04,6063T5' (USED AS RADIUS TOP HEAD) 1.342 � I�I^^z.32e---1 .062 (�— 1 T '.062 S n � osz 21 FIXED MEETING RAIL 23 SASH TOP RAIL 64054A. 6063H0.T6® R4006C. 6083H5-T6 I.F. FRAME - /I \'- . Or SEALANT ALONG ENTIRE WELD ALONG D or DL BOSS (2) SEALANT OR ( AT HEAD GASKET V I ND SILL VIEW'D-D VIEW E-E {7/18VIEW HEADB SILL. RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION _ 050 1.165 r"1� � 1.096-1�.178 I �— osz 1.349 1 GLAZING BEAD, 5/16' 1 41 6403BB, 6063-TS 28 SASH BOTTOM RAI .(LOW) 64007, 8063T6 OW ' 678 1.096 666666—IT O GLAZING BEAD 7/16" 94222,6063T5 (F-2.784 --+I OFLANGE FRAME SILL (HIGH) gg. SASH BOTTOM RAIL (HIGH) 69 k4050A, 6063-T6 64061A, 606345 MATWAUTKC103BB 31 SASH SIDE RAIL 64008,6063T5 .050 7 45 GLAZING BEAD, 7/16" 0985C, 6063T5 (USED W/ GRILLKIT) 050678 I 1.096T 42 GLAZING BEAD, 5/16' 64044B, 600375 (USED W/ GRILL KIT) I t, '. Data 7MI .683--I .050 3d:m 0"b r I—F�---�t-1.097 `gat ai�a GLAZING BEAD, 13N6" IG• �� t�ONY LY..... 64067, 6063-T6 `: e>�:' uCENgF •.! Q' NO, *: *_ swss I H6111 7 e 11 ANCHOR QUANTITIES FOR IN FLANGED WINDOWS TABLES. ANCHORAGE NOTES: SUBSTRATE: ANCHOR TYPE: 1. ANCHOR TYPES: 1-1/4- ELCO ULTRACONS OR #12 SCREWS INTO METAL 2-1/4'ELCO SS4 Cl 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HIED- 181/Y MAX FROM TOP CORNERS JAMBS -1712' MAX FROM TOP CORNERS 15'MAX. FROM BOTTOM CORNERS e' MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED WINDOW HEIGHT 28.803 34.603 40.603 46.603 52603 58,603 64.603 76.ODO p NOIVO`OC40g L) U U U p 11 U 7O`O U U U p NO�O`O U U U U p NO�O` U U U O U p NO"'O U U O `O U p NOg�O 5 U U U `O U p NOp 5 U WO`O U U U p NOS U O` U U O U WNDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,LJ,K,L 1 1i2 1 1i1 1 1{1 1 ..-�, 1 2 1 ._.... 1'1 1 _ 112 _ 1 212 1 _.. 1�2 1 2�2 1 . y.....__.. 2,2 1 212 1 _.. _ 2(2 1 2T2 1 272 1 2C2 1 2r2 1 2T2 2�2 212 �. 2,2 __._ 2!2 .. 2�3 ...T.... 212 _.� 3 3 qg (y1 1 _ ._ 1 .._._ 1 .... 1 _1_. 1 1 ..,_.. 1 _ .. 1 _., 1 ,... 1 _i__ 1 1 ..;_ 1 �.....:............._....r_ 1 1 1 1 1 1 1 1 1 _...T._ 1 1 1�2 111 1i1 1,2 11Y 1'2 2�2 112 2!2 212 2 2 2I2 212 212 21�2 2i2 2.2 212 212 2,2 2,2 2 3 212 3,3 3. INSTALL PERTHE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS ARE 1- LESS. fi. SDESIGN IZE BLOCKS OF THE ADJACEWf TABLE WITH BOLD ITALICIZED VALUE ABOVE THEM, INDICATE MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE SIZE IAND GLASS TYPE MUM DESIGN SS AVaSURE FOR�EHE RESPECTIVE MAXH,4J,K,L B. SEE NOTE 4, SHEET 71 FOR METAL SUBSTRATE REQUIREMENTS. 24.000 C,D,E,F,G, - H,1;J,KL 1 112 1 111 1 1i2 1 1T2 1 1'2 1 1I2 1 2 1 _ 1;2 1 2i2 1 2 2 7 212 1 2 2 1 2!2 1 2 2 1 2 2 1 213 1 212 1 2 2 1. 2�3 1 2t2 1 213 1 .__.._. 3�3 1 2I2 .. 1 313 ABM 1 - -- 1 2 1 -- 1�1 1 1 2'1�2 1 _^— 1 112 1 1 2 1 2f2 1 1�2 1 212 '1' 2,r2 1 2 2 1 -l-.-- 2T2 1' 2I2 1 - 2 2 _ 1 2�2 i _.. 2j3 1 2T2 1 .�. 2i2 _. 1 2(3 1 2�2 1 �_ 213 1 ._. ... 3j�3 1 272 1 .. 313 32000 C,D,E,F,G, H,LJ,KL 1 1 2 1 1 2 1 2T2 1 213 1 1 2 1 2,2 1 -3 1 1 2 1 213 1 2(3 1 212 1• 2 3 1 2i3 1 2i2 1� 2l3 2 3I3 1 2'2 1. 3 3 2 3j4 1 3 2 1 3i3 2 3'4 1 3�3 1 4 4 qB;M 1 112 1 1 2 1 2'2 1 2 3 1 1.2 1 2i2 _7 213 1 1'2 1 23 1 2'3 11 2'2 2 3 1 2 3 1 2 2 1 2i3 1 3 3 _1 2 2 1 3j3 1 3I4 1 3i2 1 3j3 1 3;4 1 3 3 1 4 4 37.ODO C,D,E,F,G, 1 2 2 1 1i2 1 2I2 1 2T3 1 ij2 1 2 3 2 2r3 1 2�2 1 2 3 2 213 1 2I2 2 2-F 2 2 3 1 2 3 2 2 3 2 3T4 1 2(3 2 3T3 2 3 4 1C 31a 2 3 4 2 316 1 313 2 4 4 qBM 1 .,., ,. 2i2 1 1.2 1 - 2!2 1 .. _,.., 23 1 112 1 _. 213 2 _,_._ 2 3 1 2I2 1 2I3 2 __. 2i3 1 212 2 213 2 2i3 1 2,3 2 ._.. 2 Ail- 2 ._,... 4 1 213 2 .. 3i3 2 _...... 3i4 1 3 3 2 ._._._ 314 2 3 5 1 3�3 2 4i4 SF 79 ,G, rK1AKL 2' 2 2 2 .T 1,2 2 2f2 2 ... _ 2 3 2 ... . 212 2 __......_ 2j3 2 2 3 2 2j2 2 213 2 ....... 2 3 2 2[3 2. 2j3 :2 ..,_.. 2i4 2 _..,.. 2i3 2 3 3 2 .... 3[4 2 2j3 2 ......_ 314 2' 3 5 2 313 2 .- 314 _2 __�...... 45 2 _. 3 3 2' _._. 4 40.OD0 2 2 2 2 1j2 .z. 2'2 2 2T3 2 2i2 2 213 2 ;'3 2 2i2 2 2T3 2 2(3 2 2I3 .2 2 3 2 2 4 2 213 2 3,3 2 3r4 2 2T3 2 3I4 2 3�5 2 3f3 2 3f4 2 475 . 2 3 3 2 414 TABLE KEY: MAX. PSF (DP LM ED) 118 MEAD 2 44,000 PmrzmSF 79 C,D,E,F,G, KI.J,KL 2 2 2 2 212 2 2 2 2 2T3 2 212 1 2 2 3 2 2;3 2 2i2 2 3 3 2 2 4 _2 2I3 2 3 3 2 3T4 2 2 3 2 3I3 2 314 2 2r3 2 314 _2 3j5 _2_ 3i3 2 3 4 2 4�5 2 3;4 2 4 5 JAMB ABOVE 2 3 MTG. RAL rrtoouCTRBVI3Fn JM/6 BELOW ��„plyv,av4mlLrPhA4A nu,N,eCCwM MTG. RAIL M.<P'++�W %F DG3 08 (FUJ.OP) nr laoaua JAMB ABOVE 2?3 MTG. RNL �oo11NY LY NI ��, JANB BELOW `��•�J.�`JCENF�(�, MfG. RNL _ - SEE TABLE 1 FOR- FULLDP 'O :�J(�/. I •. wrr ,w: A. Li'(JNSAIi1 R7F��. 404020 G FL P.E.#58705 qB,M - 2 2 2 2 2 2 2 2'2 2 213 2 2 2 2 2!3 2 213 2 2 2 2 3(3 2 2i4 2 213 2. 3I3 2 3 4 2 2i3 2 3.3 2 3i4 2 2 3 2 3i4 2 315 2 3I3 2 3j4 2 415 2 3I4 2 416 48.OW PSF 79 79 - C,D,E,F,G, H,LJ,KL 2 2 2 2 2�2 2 2 2 2 2i3 2 2,2 2 2�3 2 314 2 2 3 2 3�3 2 3;4 2 2 3 2 3I4 2 3.4 2 2 3 2 3 4 2 3 5 2 3 3 2 314 3 315 2 3f3 2 4 6 3 4)6 2 3j4 2 5.5 qB,M 2 2 2 2 2 2 2 2 2 2 . 2(3 .2 _ _ 212 2 213 2 _ _ 3�4 2 2_T3 2 3 3 2 3i4 .. 2 2(3 2 _,. 314 2 _.. 314 2 213 .._ 2 3(4 _2 315 2 3;3 _ 2 314 3 ..., _. 3i6 2 313 2 .__ 415 3 __ 4'8 2 .— 3j4 2 _,.._ 6!6 53.125 PSF 72 79 79 C,D,E,F,G, H,LJ,K,L 2 2 2 2 22 2 2 2 22 2 3 2 2 2 213 2 3'4 2 2 3 2 314 2 3r4 2 213 2 3�4 3 3r4 2 3 3 2 3 4 3 3;5 2 3 3 2 44 3 4'8 2, 3r4 3 4 6 3 4j8 2 3�4 „3 5(6 qB,M 2 2 2 2 2`2 2.• 2 2 2 2 3 2 2 2 22 2;3 3;4 2 2'3 2 314 7 3i4 _2 2 3 2 3�4 _3 3µ4 2 3T3 2 3i4 3 3T6 2 3I3 2 4i4 _3 4!5 2 3.3 2 4:6 3- 418 2 3�4 3 4P6 IororEClNocoGTlXuvc x.vEKlaS,amm dofCERT.WAViB.E9VAE covvxnxrx®n rerxxmiree,.c xaxanasvvarco IJ\ \��W� RCHOR4GESPACIN UM. SINGLE HUNGWINODW,IMPADT A 48 7 O NOGYANDE9TN/98NEET, r++eee Ar BI#ro NT8 8 + 11 ' a..m FX x+� 7lLR•D8 LA o-: Tlfs417 ANCHOR QUANTITIES FORSTANDARD VIEWAND RADIUS TOP FLANGED WWDOWS TABLE 6. ANCHORAGE NOTES: ACONSMETAL OR 412 1. ANCHOR TYPES: 1-SC ELCOWS ULTINTO WINDOW HEIGHT SUBSTRATE. ANCHOR TYPE. SCREWSIMO METAL j_ pg SCREW54 CRETE-FLEX 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD- 17 IM'l1r MAX. FROM TOP CORNERS CORNERS JAM86-1T 12'MAX. M BOTTOM 15'MAX. FROM BOTTOM CORNERS 29.655 37.155 44.655 1 52.155 69.655 1 67.155 74.655 1 76,000 o NOpNO�ONON 3 U U A U o $ U O`On U U U o QUQNO�ONU 3 U U U.o U U N O U U ` OnpUpNO'"Uti U o 3 U U U U o pU $ 0 N O U U. 8NQN o 5 U O� U U ONQN U o $ U OHO U U U WWDOW W®TH GLASS TYPE C,D.E,F,G, HJAK,L _ 1 1�1 1 _ 111 -_ 1 1�1 1 212 1 _ 2a1 1 2T2 1 ._r. 2;2 1 _r 2!1 1 _�_ 22 1 .T....._ 2 2 1 .. 2{2 1 _�....�_ 212 1 2;2 1 . _. 2I2 1 ._ .. 2I2 1 �_. 2{2 1 __�._ 212 1 _.r._ 2;2 i ....- 3�2 ._ 1 2�2 _ 1 312 1 �2 1 2�2 i -:- 3!2 19.125 6•MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3.INSTALL PER THE ADJACENT NSIONANCHOR ITE QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1•LE55. S. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE AD AGENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTHE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. SABLE KEY: MAX PSF (DP LINKED)' f17 HEAD 3 JAMB ABOVE 3 3 MTG RNL PROWL RBVIffU JAMB BELOW uco„gyfnswla,e.FloGt. MTG. RAIL 1"a1eae cO1l° ArccTaam Nol •D .O$ "' FU{ LLDP) 5] HEAD 2 M10""" JAMB ABOVE 2i2 ,,rr MTG. RAIL �. aONY LYNN,� •�� JA1uE BELOW•; • TICENSF �! MTG. RAIL No 56705 - SEE TABLE2FOR ='ti FULL DP - t'O �PO,c ., sT� ��'�4T�_ VIEW F •:FLDRIo!•: ' � G . IMPACT ''osf0AIq� ENo`� A. YNt/A1ILLkl3` PE 400620 - G FL P.E.S 59705 A,B,M 1 179 1 111 1 111 1 212 1 2!1 1 2T2 1 2 2 1 2I1 1 2 22 1 2F2 1 2 2 1 212 _1 2I2 1- 212 _1 212 1 2 22 T 2f2 1 r- 212 1 312 1 -r 212 1 3 2 1 3 2 1 i---^ 2.2 1 3i2 24.000 PSF 78 C,D.E,F.G. HJAK,L 1 171 1 1T7 1 111 1 212 1 -1 1 2T2 1 2i2 1 2!2 1 2 2 1 212 1 2 2 1 2i2 1 2j2 1 2;2 1 3i2 a 312 2 2 3i2 3�2 1 2 2 1 3f2 A,B,M . 1._ ._ ._ _ _ 1 1 11 1 2'T2 ._ 1 2T2 1 _;_ 2 2 1 ._I _ 2�2 1 _i_ 2 2 1 ... . 2�2 1 ___ 212 -. 1 212 1 _y, 212 1 _-i-. 3 2 1 ____ 3 2 1 212 1 .rT:._.__. 3,2 12 3 1 22 1 3 2 32.000 PSF eS 77 E,F,O, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2J2 1 212 1 72 1 2 3 1 1" 22 1 2 2 2 3 3 1 2 2 i- 3 3 2 313 1 "-f"-'-'�-- 3 2 T 3131313 1 1 �`- 2;2 1 -"T� 3:3 1 "� 4 3 1 ...1_. 3 2 -0 -'_ 4 3 1 4 3 1 312 .1 ^�^ 1T3 A,B,M 1 1 1 1. 7�1 1 1 1212 1 1 2 2 1 212 1 2T3 1 2T2 1 2 2 2 3i3 1 2 2 _1 3T3 2 3T3 1 3 2 1 3 3 1 3T3 1 212 1 3 3 1 4{3 1 3T2 1 bi3 1 4T3 1 3i2 1 413 370D0 PSF 59 07 79 O,D.E.F,G. H,I,J,K,L 1 1 1 1 t 7 '1 1 1 2 2 2 1 212 1 2�2 2 2!3 1 212 2 213 _2 3i3 1 22 2 3'3 2 3'3 1 3�3 2 4i3 2 3 3 1 3T2 2 3 3 2 4�.3 1 312 2 4;3 2 4!4 1 3`2 .2 4!3 A,B,M 1 1 1 1 1-T1 1 7 1 2 2 2 1 212 1 22 _2 2i3 1 212 213 3i3 1_ 2�2 2 313 2 3i3 1 313 2 4i.3 _2 - 313 _7_ 312 2 3 3 2 413 1 3 22 2 4 3 2 I14 1 3�2 2 4!S g6,06p PSF 54 79 02 78 C,D,E.F,G. H,LJ,KL 2 1 1 2 1 1 2 1111212 2 2 2.2 _2 2 2 2 2T3 2 2(2 2 313 2 3!3 2 2 2 2 3T3 2__2 4i3 3F 2 413 2 3!3 2 3j3 2. Z3 2- 4T4 2 3 3 _2 4(3 2 ai _2 3�3 2 5 E 2 1 1 2 1 1 2 1 1 2 2 2 2 2+2 2 2!2 2 2i3 2 2''2 2 3i3 2 3V3 2. 2�2 2 3?3 2 4i3 2 3r3 2 4;3 2 313 2 3i3 2 4+3 2 4:4 2 3T3 2 413 2 44 2 3�3 2 5:3 qb 666 PSF 49 79 56179 1 1 79 pD,E,F,G, H.I,J,K,L 2 1 1 2 1. 1 2 1.1[2 2 2 2 2i2 2 2 2 2 3!3 2 212 2 3 3 2 314 2 2�3 2 3�3 2 4�4 2 3 3 2 4i3 2 4�4 2 3!3 2._ 4�3 _ 2 4T4 2 3l3 2 413 2._, 4!4 _2 313 2 5 4 A,B.M 2 1 1 2 1 1 2 1 11212 2 2 2 2 2 2 2 2 3 3 2 2!2 2 -J 2 3I4 2 2T3 2. 3 2 4.44 2 3%3 2 Z3 2 4.4 _2 3T3 2 4T'3 2 4I4 2 3 3 _2 4;3 2 414 2 3i3 2 514 48.606 PSF 457/ bf 74 78 79 C,D,E,F,G, H,LJ,K.L 2 f 1 2 1 1 2 i 1 2 2 2212 2 2 2 2 2 3 3 2 2:2 2 3 3 2 1 2 3:.3 2 313 3 4%4 2 3'3 2 4 4 2 4;4 2 3 9 2 414 3 4i4 _2 bi3 2 5!4 3 4;4 2 4;3 2 5'4 A.B.M 2 1 1 2 1 1 2 1 1 2 2 2 2 i12.2121313 2 2 2 2+2 2 3i3 2 3i4 2 3�3 2 3r3 4T4 3�3 44 4i4 3i3 2 4(4 3. 4r4 2 4 3 2 5i4 3 4 4 2 4:3 2 5�4 53.125 PSF 4f 67. 40 67 76 78 C,D,E,F,G, H,LJ.KL 2 11111122222233333.34'4334.444334444331.4554,35f4 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 554.35'4 2 3 A,B,M 2 1 1 2 111 2 1 1 2 2 2 __.... 2 2 2+2 2 2 3 2 2 ....•..._ 3 3 3 3 3'3 3 4:4 2 3:3 . 3 4 4 3 _�-.. 4I4 2 3 3 3. ... 4.4 3 .. ,� 44 2 3.3 2& .. 44 5�4 2 4!3 3 ....... 54 3 2 3 ........ 5 4 43 5i4 SPACING STANDARD 1"aTEcIP+a4.WVMNE RVeNKe.Rmla ceBr.Oremx.®e eynunem� °'^^` ANCHORAGE ALUM.SINGLEHUNGWINDOW .. JR 0&96N7 O NO CILWDES T76SSNEEi. ...°< swaa N7S 9 f1 x J1 �221•m ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMES CUSTOM FLANGED WINDOW HEIGHT.NONUS SASH HEIGHT TABLE7. WINDOW HEDHI' MINUS BASH HEIGHT FROMTABLE 8. SUBSTRATE: 17.125 22.668 28.211 33.764 39. 1 44AGS 50.382 W.925 ANCHOR TYPE: o Np 3 U �0�O0 U U o K0 3 0 0"8a 0 O 0 3 O O-CNO U O V Q 3 U "o"O�rp"O"OCITz-o U U 0 p0 ri O V O U O S 0 C7 0 8143 XJ 0 3 0 o"O'J U 0.0 U 3 O NO 0 U '0 U WINDOW WIDTH GLASS TYPE 19.125 D,E.F,J, 1 1- 1 1 1 1 1 2 1 �2 1 2 1 12 2 2 2 1 2 1 2 1.__.._KJ• 2 3 2 3 3 2 3 3 3 3�,�, 1 1 1 222 22 J22 2 3 3 1 2 -t..K,L 3 3 2 3 3 3 33 3 4 ��OE,F,J, K.L 1 .�. 1 j 1 .1. 1 2_. 1 .. p. 1 .y. 2 •9.. 2 3 1 9.• 1 3 1 3 1 2 1 3 1 4...3 1 1. 4 1 4 1 3 7 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, K,L 1 ' 1� 1 j�� _1 1 2 � 2-� 1 2 2 2 2 - 3 1 2 2 3 2 3 1 3 2 4 2 31 1 3 2 3 2 4 1 3 1.2 4 2 4 1 4 2 5 2 5 1. 4 2 5 PSF 79[79 79 79 40.OD0 OE,F,J, KL 2 1 2 1 2 1' 2� 2 2 2 3 2 3 2 3 2_. 4 2;2 3 4 2 4 2 3 2 4 2. 2 4 3 2 6 2 4 2 4 2 5 2 5 2 4 2 B 2 PSF 79 78 77 79 79 78 44.000 D,E,F,J, N.l 2 1 2 ...1 2 2 2 2 2 2 2 2 2 4. 2 4 2 3 2 5 2 4 2 3 2 5.' 2 5 22 4 5 2 5 2 4 B 1..2.. 2 3 3 3-4.,4. PSF 78 78 7079 71 79 73 78 48.000 D,E.F,J. KL 2 2 2 2 2 2 2 2' 3 4 2 445 2 2 2 4 2 5 3 5 2 4 23 6 S 2 4 2 8 322 e 6 6 1 1 1 2 2 3 3 3 PSF 71 79 63 79 84 74 66 77 69 89 53125 DE,F,J. KL 2 2 2 2 2 3 2 2 3 2 4 3 3 2 3 3 2 9 3 2 3 3 2 3 1 1 1 2 2 2 3 3 3 4 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH WE TABLE 8. SASH HEIGHT SUBSTRATE. 127776 1 15.7778 1 18.776 21.776 24.7u776 27.7778 30.'n6 31.106 ANCHORTYPE. 0 " Z "8 2 ! n D I N 2 8 2 8"$ n O N 2 8 U( 2 8" O p, Z $ .- 8 D N 2 8 U 2 n Q F§ 8 8" 8 [,]] 8" O N R U(� Z 8 WINDOWWIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 - 2 2 3 2 2 32000 2 1 2 2 2 2 3 2 2 3 2' 3 3 2 3 .3..2 3 4 2 3 4 2 3 79 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 7/ 40.00 2 2 2' 2 2 2 3 2 3 3 2 1 3 3 1 3 1 3 14 3 3 4 3 4 4 3 4 .68 1 78 44.OD0 --2-1--2-7-2 2 2 1 2 3 2 3 3 1 3 1 3 1 4 1 3 1 3 1 4 1 3 1 4 1 5 1 3 1 4 5 3 4 WK22 72 78 48.000 2 2 2 22 3 2 3 4 3 3 4 3 4 4. 3 4 5 3 4 5 3 4 73 58 72 53.125 2 2 2 2 1 3 1 3 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5.1 3 1 4 1 5...3 5 5 3 5 sln I NTS1 10 +11 t. ANCHORTYPES: 1-1/4'ELCOULTRACONSOR#12 SCREWS INTO METAL 2-1/4' ELCO SS4 CRETE-FLEX 3-012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOMING DIMENSIONS: HEAD -1812- MAX FROM CORNERS JAMBS -1712' MAX. FROM TOP CORNERS 11 12' MAX ABOVE THE MEETING RAIL 6' MAX BELOW MTG. RAIL 15' MAX FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANIICOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND B. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE S. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM NEW WINDOWS ARE 12 5/B' MIN. TO 3V MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1'LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 1. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQS. TABLE 7. KEY: MAX PSF SEETABLE3FOR (DPLIh9TED) 112 FULLDP HEAD 2 JAMB ABOVE 2 MTG, RAIL F- F�H HEAD 2 JAMB ABOVE .4 MTG RAIL TABLE 8. KEY: MAX PSF (DP L9.8TED) 112 JAMB BEILOW1 2 MTG. RAIL (FULL DP) �alY;-'ucFirsF'�!!i�% JAMB BELOW 22 +- MTG. RAIL _ * : No. S67DsSEE - *: ?�17 FULL DPLE3FOR FULL DP :13 hl i K; A aEMERIOR INTERIOR ryult : 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MWMI-DADE COUNTY 1-314-MIN. EDGE (ULTRACON ANCHOR) D SILL DETAILS (ALL HEAD AN ) WOOD ANCHOR (SEE NOTE 2 S 3) APPROVED I/4' ELCO ULTRACONS OR I/4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314' FOR ULTRACONS INTO CONO, 2-12' E.D. FOR 2FLE MIN. EDGE CONCRETE ANCHOR 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONIC. (CRETEFLEX ANCHOR) (SEE NOTE 1 & 3) (SEE NOTE 3) V MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY. USE #12 STEEL SCREWS (G51, 1W SS4 CRETE-FLEX FOR DETAILS B & 0 OR 0.131'0 x 2.12' COMMON NAILS (F7887 NL CM 3.35 KSI MIN.�f 1I 5-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE'1. STYLE 10-FIN MOUNTED CONCRETE \ .. ONLY (SEE DETAILS E. F AND G THIS SHEET) 3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS'IKARE BUCKS WHOSE OPTIONAL Ix o MIN TOTAL THICKNESS IS LESS THAN 1112'. 1x WOOD BUCKS ARE OPNONAL IF UNIT CAN BE WOOD BUCK - INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS aARE (SEE NOTE 3), _ �_ 1 IW THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEER1M1 D BY OTHERS OR AS APPROVED BY AUTHORITY I NG JURISDICTION. TRENGTH ENTLSNDSM4FRATTAMENTTLUMIUMTEFINUMSBE STEEL OR FX ODUAOF OR SHIM SHIM ,DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1.1/4°MIN. Vix 4' MIN. EDGE(ULTRACON INTO CONC) 1.314° MIN. ED0 MIN. EDGE (ULTJCRETEFLEX INTO CMU S CRETEFLEX INTO CONIC.) 1/4'MAK SHIM Iaw MIN. 1/4' MAX. SHIM F� CONCRETEANCHOR, O 1'MIN.EDGE FH BELOW MEETING WOOD RAIL. (SEE NOTE 2) FH BEL, �713.35 KSI MIN. CONCRETE RAIL (S OR 1.5 KSI MIN. CMU NAL WITH SOLIDCONCRETEOR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' - 4 1-5WMIN.EDGE ,131-DIA x21ITl i/b° 1 MAX. SHIM DETAILF,(HEAD) FRAME 2.112' THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045- THICK THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 912 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 0. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR 15 x2112-NAIL AT CORNERS AND S' O.C. II- L,13P DIA MIN. 14 x21/2-NAIL, AT CORNERS AND 5' O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE C RT.OFA111H.x .DETAIL G, (SILL) sh= I SHIM EDGE VRODULTREVISED FWOODRAME By MLzc ade url /111111111 _ p��aONY.L N*', , ,: 1,lCENy4. •:�� 2'EMBEDMENTOF Qi No. 58 xi Ls 3 WINDOW, IMPACT V��NALG� 0. LYNN l�ILL�`R. P.E. FL P.E.#SB705 +11 a.xr 4040-20 G