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HomeMy WebLinkAboutNOASCANNED St. LuBY cie C aunty MIAMI ADE MLIOM-DARE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued tinder 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 Hayingl7urisdiption (AHJ), IIOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control tl SeCti4li (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right tQ;�iaue Shis product or mater1ail3ested for quality assurance purposes. If this product or material fails to perform the accepted manner the manufacturer will incur the expense of such testing and the AHJ may iT. medlately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER , ,a �;:; reserves the tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control h .:3 c"'t Section that this product or matcr)al fails to meet the requirements of the applicable building code. Tfiis"product is appr a d�scrbed herein, an as ed to comply wit the Florida Building Coda;'Including a High Velcr ity Hurricane Zone. DESCWTIO Series "SId •5500"PVC Single Hung Window — L.iiLI. •_ A� eri di 5 {1PPROVAL DOC : `),awing No. MD-SFI5500-01 titled "Single Hung W' ow Installation - LM',sheets'1 flirough 13 of 13 _date prepared by manufacturer, sip4 gd:and sealedby Anthony) you Miller, P.E. be Miami -Dade County Product Control Revision Staittp`iw)th the Notice of Acce ­P , um er and expiration date by t e z ade County Product IMPACT JN s4 Large. and Small Missile Impact Resistant C: Each unit A.0 err3+anr acmrers name or logo, city, state, s, and following sf cement: "Miami -Dade County Product Control Approved", unless otherwise AL of this NOA sha)l'be considered after a renewal application has been filed and there has been in the applicable bnBuing code negatively affecting the performance of this product. dATION of this NOA. will occur after the expiration date or if there has been a revision or change terials; use, and,'or inanufacture of the product or process. Misuse of this NOA as an endorsement iduct,'for-sales, adv&-Ring or any other purposes shall automatically terminate this NOA. Failure with `any' section of ti;is NOA shall be cause for termination and removal of NOA. PISEMENT: The 1:dA number preceded by the words Miami -Dade County, Florida, and by the expiration date'may be displayed in advertising literdture. If any portion of the NOA is then it shall be done in its entirety, r LION: A copy of tilis` entire NOA shall be provided to the user by the manufacturer or its rs and shall be available for inspection at the job site at the request of the Building Official. i revises NOA# M A 4.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as iocumentmentioned above. itted documentation a as reviewed by Manuel Perez, P.E. �1 NOA No.17-0630.05 Expiration Date: July 30, 2020 G:. J Approval Date: November 30, 2017 f/lli / Page 1 f tt . t- ' ? re l:; P6446dustrks'. Inc. 777, NOTICE 0E:ACCEPTANCF: EVIDENCE SUBMITTED -'-DRAWINGS "".1 Manufacturer's die drawings and sections. (Submitted unkrprevious NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LNr", sheets . 1 through 13,6f 13, dated 05115115, with revision B dated 06/06/17, prepared by ;1: manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B,7, V4 TSI- ,Test reports on: 4) 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 windowandun dun aluminum sliding glass.door, using: Kodispace 4SG TPS "to NXTTr I spacer system and XL system 1burascal' spacer system, Super Space 1 spacer p EdgeTNI spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 grid F -8970, dated 11116115, 06/07/16 and,06/02/16 respectively, all signed and sealed by Idalinis Ortega, P.E. (Submitted underprevious NOA No. 16-0714.03) -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 Water Resistance Test, per FBC, TAS 202-94 . 4 Forced Entry Test, per FBC 24113.2.1, and TAS 202-94 Large Missile Impact Test per FBC, TAS 201-94 61 Cyclic Wind Pressure Loading per FBC, TAS 203-94 L. along with marked -up drawings and installation diagram of aseries 5500 PVC single hung window,^bibpared by Fenestration Testing Laboratoy, Inc., Test NTo. FTL-7964, dated 11115114, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 1­3. Test reports ,on:.Il) 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 series 5500 PVC single hung window, prepared by Fenestration Testing Laboratbry, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted andd' NOA No. 15-0519.05) C.._ CALCULATIONS r I- Anchorverfleation calculations and naly$"18 , complying with FBC 51h Edition (2014),:dated 05/15/15 and 08/29/17, prepartcl by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underNOA No. 15-0519.05 'N Manuel rerezq P.E. Product Contro s finer 7., NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30,2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coiv1.1xuED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1: Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNrm-uED) -= 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 07/68/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ?° 3: Notice of Accep`ance No.'16-0712.03 issued to ENF;RGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4: Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their Bronze and Lighter Shades of Cap Coated White Rigid PVC t` Exterior Extrustions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions .USA, Inc. for their' P`etformance Core Rigid PVC Exterior Extrusions for Windows and Doors" dati 109/15/16, expiring on 04/16/20. F. STATEMENTS r :' Statement letterof conformance, complying with FBC 511 Edition (2014) and FBC 2 6' Edition (2 . /), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 1� " J 2. Statement letter`of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Proposal issued;py Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gaston; P'E. Supervisor, Product Control Section. (Submitted under NOA No.15-0519.05) 4. Proposal No. 16.,0125 issued by the Product ControhSection, dated March 09, 2016, signed by Ishaq'Chanda, P.E. A' (Submitted undgrpreviousNOA No. 16-0714.03).` h r: G. OTHERS f. 1. Notice of Acceptance No. 16-0714.03, issued to PCi I"Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approv_ed.on 08/18/16 and icing on 07/30/20_ - Man ere P.E. Product Coo ro[ miner NOA No.-0630.05 .. Expiration Date: July 30, 2620 t f+ Approval Date: November 30, 2017 E-2 e ANCHORAG T EXAMPLE -� 2&118 'MAX .10 C + fig '+ RADN OP '..HEAD ($IRA ` 12 M FROM A y ORAL. M4ND rrPEs) FRAME 'j g SEE S SHEETS -- Sf,/// "12 MAX, SHEETTE3! -SHEETS A, SEE SHEET 9i h II 12'MAX. EQUALLY EQUALLY SPACED / / 1]-LB"MAX. D.C. J_ SPACED ANCHORS MRTABLE TABLES SII NOHORSPER TPSLES fIfl G I 84' 0 X ^ 19. MAY 0 C HBU EIGH IJ 1- DUALLY / �IJQJ PIrY Q4 _ -[D CED SPAUALLYll� CX6 PF••�•CHPER _ +I _ TAB, 8-11 A TABLES&11 DESIGN PRESSURE RATING IMPACTRATNCLL� JARIESPERREINFORCEMENT L! LEVEL, SEE SHEETS&? LARGE B SMALL MISSILE''I IMPACTRESISTANT ANCHORAGEEXAMPE BUCK,WIDTH 'f:N a "MIL p C EO F_QRARCH TOP ��� AIrgE(j I51M F0B/U.L 30'm,= ]2 MA% tS1 WINDOWTYPES):.. 4X O C c` FRMAX FROM �12: •<- FRAME BEAM D.SEE d VISIBLE T a. •: - SHEETS T WIDTH .BEEr -_30'MAX.O.C.-�12'MAX O,SEE 3HEET3SHEEf4 FIXED / LIGHT -r AET31 - -' 1. 12'MA%., / LIGHT 9-]IB'MPX OC 3HEET3r HEIGHT J_ EQUALLY f MAX. .P_ I 17,T/8MA%. O. ACEDED MAX. ANCHORS PERT G BUCK TABLE34111 _ _r HEIGHT ... . 10'MPX O.C. 10"MBUCK A%IOG HEIGHT LJ 1 j 1�3 Max OC EQUALLY m CJ•_.JI- E, -('g 1 y .�9' i . SPA�s:l T "ANCXORER (( TABLE5411 Al � 9-10 MAX, \.I SEER WEEP B4'MAX. SUCH WIDTH �'I `NJ DETAILS, "- SASH VISIBLE �NOICH DF I-�— ~•'I 3 LIGHT WIDTH SHEETS LSH OR DUAL LE ME ELEVATION FOR TYP. FLANGE FRAME EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION X I Q I I B _J NOPNCHORSAT 561 EER A&S. 34" MA%RUCK WIDTH 13 ,r MAX. O.C. SEE SHEETS A 8&9 fl-11/T MAX 521/B' MAX. BUCK WIDTH SEE SHE BUCK HEIGHT AB SHOWN 4 `91.7W ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75• HEIGHT SEE TABLES 4.11 (SIMI-MANCHOR DIMENSIONS FOROTHERCONFIGURATIONS) ITT SHIUTTERS R HAS REQUIREi5E GNE08 TESTED AD -BORN DEBRIS REGIONS,WITH THE FOR ISOF ULATEFLORID BUILDING INSTALATIODE,INCLUDING THE HIGH, THE ITY OUTBOARRD LREICAP) MUSTTI GENERAL VATIONOTES..........................................._....1 3) FOR MARSARE NOT ICATIO SIN MIA USED INWINTY,USE L MIAMI-DADS FOR TYULATEDGLASS EDMASONRYANCHORONS A. MATE3T INRIALS USED FOR ANCHOREVNLUAT NSWEMUSTTEMPERm. ELEVATIONS ................_... ...................._......,......, 1 3)FORM0ONCRETE —APPLICATIONS UNITS AND CONCRETE USEONLYIMIAMPDAOECOUNTY APPROVED MASONRYANCHOR3. MATERIALSUSEDFOR ANCHOREVALUATIONSWERE SOUTHERN PINE, INSTALLATION, FANCHOR GE&QUALL9........_..._..3 ASTM WO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN, KSI PER ANCHORTYPE. INSTALIATION, FLANGE 8 EQUAL LEGIBOX.._. 3 4)ALL WOODBUCKS LESS 1-In' THICK 1K OR ARE TO BECONSIDERED 1X UNUSED) HALLBXWOODBUCNDAREOPTIONALIFUNRIS INSTALLED DIRECTLY TOSUBSTRATE.WOOD DUCKS II_AZINADETAI NTEGRAL FIN B..CHANNEL..4 DEPICTED THE RESPONSIBILITY GREATER. THE ENG3%ER.(EOLYHENUSHITECT FREDESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TOTHE STRUCNRE. WOOD BUCK DESIGN DESIGN PRESSURES ... ..................... ..... ..........._3 AND EMBEDMENT TT RESPONSIBILITY SHALL LL ENGINEER. WALL DRESSING OR STUCCO. USE (AOR). ANCHOR QUANTITIES ........................................... B-7 fiSHOULDREMBEDMENTERALL SALINOALSHALL BE STRATEGY WAIIER RESISTANCE F INSTALLATION SALL BE IONS BY LENGTH ACHIEVE ONDTREQUIRED COEMBEDMENT. EINSTRUCTION. ANCHORQVPROFIES..........:.................. ........... 11 8-10 SHOULD. SHIMS ME AT EACH SHING LOCATIYFOR MERE PRODUCT IS NOT TO 11H9HALLBEDE.USE SHIMS CAPABLE OF TRANSFERRING APPLIEDLAZ)S. INSTRUCTIONS. EXTRUSION PROFILES.:......... .... ....................... 12 8)1/4`MAX. SHIM. ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSHTOTHE SUBSTRATE. USE SHIMS CAPABLE OF TPANSFERRINGAPPLIED LOAD.. ASSEMBLY. PARTS LIST___. ............_:..._._12.13 7) DESIGN PRESSURES: ODESISTANDARDS USED.' A�NEGATIVE DESIGNLOADS BASED ON STRUCTURAL&CYCLE TEEMING AND GLASS PER MUM E1300 -, .-O L§:POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE; 9TRUCNRAL& CYCLE TESTING AND GLASSPER NEVA �1308'!' { B H'eGn'. -2017 FLORIDA BUILDING CODE (FBC)..THEDNION ..: O DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. MD. •201IM E130 FLORIDA BUILDING CODE (MC). STH EDITION 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE. THE 33W% STRESS INCREASE HAS NOTBEEN �ASTM 1300-09 USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORS VITOWOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER .ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDABUILDING CODE FOR CORROSION RESISTANCE -ALUMINUM DESIGN MANUPL,ADM-2015 PRGOOCFREVI9® 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTIE AUTHORITY HAVING JURISOICTON. -AISISI00­12 ° MnrewicYBs FMIidc 10)REFERENCES: TEST REPORTS FTL-79M & 79BE; ELCO ULTRACON NOA; ELM CRETEFLEX NOA ELCOAGGRE-GATOR NOA: ENERGI WINDGWAND DOOR PROFILES, LTD WAITER BRONZE&IGHTER FAISC360-10 Uui4m&�de 17-WF30.0�, SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NU38 ALUMINUMIDESIGNMAINIVAL - AwePimw�e_'] 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. NYY YLYN ]T� R° ,.: •e H '� USER INSTRUCTIONS: 1 `�aosE MQ'''', \TUPDATED TO FBC 2017. - JR -?)DETERMINE THE SRE SPECIFIC, WINDOWOPENING'SDESIGNPRE2OR3ACCORDINGTO EINSTCE7. `•p2)DETERMINE THE MOST SUITPBLE ANCHURGROUP FROM TABLE520R9ACLORDINGTO THE INSTAUATION 06/06/17 CONOITIONS. ]*� NO'SBi053I KNOWING YOUR GLAZING OPTION(TABLE I), WINDOW CONFIGURATION AND SUDE, DETERMINE YOUR. WINDOWS DESIGN C * DeaetlVtlon; Mamw PRESSURE FROM TABLES 4-B. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW =-0 a'� 10?OTECRNOLOGYDRNE GENERAL NOTES&ELEVATION JROSOWSKI OPENING OBTAINED IN STEP I, i-0 6� I�.]4/� N. MENICE, FL MIUS 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR O'. S TE 41 DOM YOUROPENING'S CONDITION FROMTABLESF OR3.ANDTHATXLMIN. REQUIREMENSFROMTHISSHEETSETARE MET. Y'+,!YORID�.� �: (941)aBP1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ' jSS/ Nv� W'Mp011Lo3NT NOTE:OESION PRESSURE RATING DETERMINATION ISTME SAME PROCESS FORALL FRAME TYPES (..-CHPNNEL,FLAIJGE, ']?7 �NA, 11YY IWFiNFmu51 B SOXw/MaEeP Sub: MO RAM doHrp Ne. Rer. ALYn?IL�P.P.E. SH-5500 NTS 1 OF-13 MD-SN`a500-01 - 8 INTEGRAL FIN OR EQUAL LEGIBOX). ^' `-' - ,,.: ''_ � P.Ep SB)OS CERT.OFAVTN. p2BYJ6 - . IDeacHptlon (Ugetl00mf3adPr101n1ehal TDabtle NPSM1endet -G i 716-Lamint dIG "1I8`A Exta orCep+ 71167 Ab Space+ WIStA vininstad 12J Llteeol 118 AGlaw wilM1-.09Y=PVBdnledayer. q,5 --. ,.-=6..• i.�'+- irLamGa7ed LG.,tlB'. T ExtaWYCapA 7/16'Air Space SlIVILem'nate_.(2)'Ules'of 11B'AGla.. War.097 FIVE, InterlI 4%-u-6':. *'i18'Y'dminitadlS.,/I'_RE4t9dor Cap'+3I6"A)r Spkte"4-516'ielnd hd:(21 Dted'd7J/e"A'Gld'4s'CWIn .OAWRVBJn{eh9�¢r_ 4,6 'C.6m( 'Bl^7/8"LemAreedLG:3/16'TExtotlarCap+318'AlrSMero 611Laminated; (2)Ulas of l/6' A Gone 0.ith 1OSY PVB Roadster. 4,6-'"`6�: 9 7/Y Laminated l.G.:11TAExtmor Cap +711V Air Space +&16'Landrand;(2) Ues of NY H Glass with .090'SG lmedayar 7 7 . 10 71WUrnlnabd l.G: 1/6'T Extador Cap+7/16-Air Spain.. 18'Leminaled;(2)Lima of IM' H Glass xith .MY SG Nledayor 7 ,7 11 TIT Laminated LG.iIII A Exteder Cap +WXAr Space+ Will' Lammatad:(2)"Law, of III H Glass with .W SG Inledayer 7 J 4^ T1B'Leminatod l.G.:3/16-TExterior Cap .&& Air Space +5H6•-Laminated;(2) Utes of INY H Glass with. MY SG heartens,7 7 13 7/6 leminoted l.0.: 11W A Exted., Cep +gll6'Air Space +7/Ir1-maineled;Q)Utea of 3l18'A pass with.090'SG IMedayer g I 14 )18'Leminmed LG.:118'TExtetlor Cep+W18'Air Spaceo711TLarminaled;(2)Uses 01118'AGlose wiN.O9Y SG Rmtleyer g ] 15 ]/B'Iemineted LG.: 311YAEMNdor Cep+1/4'Air Specs+7116'Laonated;(2)Ulea ol3116'A Glees with.0'a0'BG INetleyer 7 - T 1B 1/8'Lemireted LG:: 3/16'TExiedo•Cep+1/4'AJr Space +711VusMnated;(2)Lane of 116'AGlasa wilh.090'SG intetlayar 7 7 dP I 2 ALLOWABLE GrdupL.ayAllcl of e. s,, ..ubaSCTJ _ _ • Dlstanee_'" ; FmbgdmenY A p10 EMS (steel , iBe S.S. . or 1 S.S) P.T. Southem Pine (3-= .M) 7/t6" 1310• Steel, AM 3/8" 0.057 Shen Stud, A653 Gr. 33' 318' 0.0451' (te Ge.) Aluminum, 6063-TS' 318" 0.051Y 3/16- steel Ukes.. P.T. Southern Pine (SG::O 55) 7116, 1-3/8- Concretes (min. 2.85 Hsi) 1' 13/8• Ungrouled CMU,.(ASTM csO) 2-1/Y 1-114' B 412 EMS (steel, A"S.S. ar4t0 S.S.) P.T. Southern Pine (SG=0.55) W16' 13/B` Steel, A36' 3/8' a'MY Steel Stud. A653 Gr. 33• 3/8• 0.04S1' (18 Ga.) glUminum, 6083-T6' 3/8' 0.". 1/4- steel Ultracon P.T. Southern Pine (SG=(.55) 1' 1/4'steel Cmt.V.X P.T. Southern Pine (SG=0.55) 1' 1-3/8' 1/4- steel AggreGator P.T. Southern Pine (SG=0.55) 1' 13/8- C 1/4'steel Ullydean Concrete (min. 2.85 ksi) 1" 13/4• Ungrouled CMU, (ASTM C90) 2-11T 1.1/4- lie steel Creleflex Concrete (min. 3.35 Kai) 1" 13/4 iW a on Concrete (min. 2.85 kid) 2-1/7 1414 _q. 1 • steel Cute (•.- ., Concrete (min. 3.3y ksi) 2-11Z' t 3/4 Un11mtad C1AU;,(AS1M-G90) 2-f/2' -_7T/4 1/4'stee gm -Qatar Concrete min: 3:275 ksi t-1/2' 13I8 Grouted CMU, (ASTM CAD) 2' 4' GN., Amhor Substrate Min. Edge Distance Min, Embedment E 2-1127 x .131' Canmxl Neil P.T. Southem Pine (SG=.55) 31W 2-7/16' 2-112" Ri gehank Re rtlg Nwl P.T. SMlem Pine (sG=.55) 318, 2.7116' F 010TmsahexdEMS (steel, 1B4 S.G. ar 410 S.S.) P.T. Southem Pine (SG-.55) 112" Iae- - Alummm. 6069-TS' 318, 0.050' Steel Sled, Gr. 3Y 311. 0.0451- (18 Go.) Steel, A36' 3'8' 0.050' p12 SMS (steel, 1B8 S.S. or410 s.S.) P.T. Southern Piles (SG=.55) W16' 1318' Allniimmer, 6063-T5' 3/8' 0.063' Steel Stud Gr. 33' WB' 0.05T1' Steel, A36 .. 38' 0.1150' — Box I Equal " ...............a.a.,...,....r-aa.t...r..... ThmuW me EgRM) 5-1st OdeCPmdea Amh-TOPle Wthewlndow...........through lX Buckstdp into CercratdCMU- sheet 3, option (p4) BCodage Radius -Top ` ....Into Meta -sheet 3, option d Through the ....Into 2XWood FramellucketdP- Wheat 4, option JLTannel EquelUte, SquarolRecL, integral in...... ....Into Metal - sheet 4, option OdeCot... Aroh-Top6 ThroughthefreR ����into 2XWaotl Fmme/Buckstdp-aheel4,option6 B (Lnage Radius -Top fin 'imp ,_._..�___.e o am w..... ® GLASS TYPES 7.9.11.13 Through the ■ 81A MAY NOT BE USED IN 4, Equal4 a SquerelRect, Integral fin. ..., R TIfE XV A7T0u�y0 h'sInI F?a fl .fivr. �gex aAeeMiW-a� m hDue fzre .Padire . . of iha wiraow...... MIN. OF 3 THREADS rINn TMF Fall 1RF A' FRAME CONFIGURATIONS FIGURE B: FRAMETIPE9 METAL SUBSTRATE 'UNGROUTED CMU'VALUES MAY BE USED FORGROUTED CMU APPLICATIONS. EQUAL-Lf1E ORIEL COTTAGE FIGURE Ct FRAME SHAPES BUCK WIDTH Y{BUCK WIDTH+ -+{BUCK WIDTH ar or WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 610. -MIN. OF THREADS SEYONOTHE METAL SUBSTRATE. * N�o.588770055 CI't.1 1 V 3 ' J-CHANNEI: INTEGRAL FIN O ass&LIN O FLANGE BOX OR EOUAL-LEG Minimal MmI F, Min. F Steel Screw 92 kill 12D kid I"Screw BD ken 95ke 4105cmw BeII 1fOksl :'=to4091a[1atav STke E6kei Elan UlasCod) 410 SS Elea CmMFast) 155 ke I 127A on r1T)led, 189.7kei 6063TSAluminen 16kai 22 on AM Steel 36 Mi 68 ks1 Gr. M Steal Stud 33l ei 45 ksi 5 'A'=ANNEALED 'H'= HEAT STRENGTHENED T=TEMPERED PVB'=.090'TROSIFOL0PVB BY KURARAY AMERICA. INC. -SG-= .MY SENTRYGLASIR INTEIII BY KURARAY AMERICA. INC. PRODUCT REVISED ss analMytugwilbe)e Fioada - .. ANCHORS RE -GROUPED. 'rel' �N..atI'moodears B' - JR - 06/06/17 - ® _ e rNxdpum GLASS/ANCHORS/FRAME OPTIONS pvse BY1 J ROSOWSKI 10/oTECHNo OYORNE N. VENICE,R312]6 Tue. Deb: (B41}480-1800 SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 cmlgxtnroanT PpTla-----.xc. 5erhaSH- 5N '2' hpa�Mp xa 'MD-01 Rar. _ N.ar�wan SH-5500 NTS 2 0F43 B INSTALLATION DETAILS•FOR FLANGE &EQUAL-LEGIBOXFRAMES .. ,,. INSTALLAi10N OP716N 2 '•INSTALLATION OPTION 3 - �., 1 ANCHORED THROUGH PRAMB t - ANCHORED THROUGH FRAME AND IX ' INSTALLATIONS ;r. s° "'ti Y t," _ - DIRECTLYINTOQONCRETF,'CMU °�. 1.-° I BUCKSTRIRINTO COMCREfFJCMU ' OPTION-IM-S- EOGEDISTANCE �'%' F ) Y - S 'EMBEDMENT 'ANCHOREDTHROUGH — .-+ EMBEDMENT - - FjtAME1NT02%WCOD �" A •-� t f* __� 1lLMA%SNIMe i' r--- .{ - SEE NOTE 2 THIS R FPAl4EOR1111CKSTFIP. - '. _`.l - ..: ., 16 �' 44•�•(SHIM 1, ,y �... ` EENOTE SSHEET. ��" EMBEDMENL - -SASH VIS0 DTH DOE LIGHT WI015 CE FLANGE FRAME —I- U AN E' SHOWN • 44 BALANCE `114•MAX TYPEVARIES TYP. ANCHOR SHIM _ 1".. Oft TYPE. WITH SASH _ TYPE. EMB£ MENTAN•J - WEIvtil 54 - EMBEDMENT 1 TYP.ANCXORTYPE• 'cOGEEWE EMBEDMENTANDEDGE DIET CE PERa I III�L',[t� /I -- 30 31 / DISTANCE PER _ pIBTrWCE PER SUBSTRATE, J J EDG SUBSTRATE. SEE TABLE 2. SHEET2 SUSEE TABLE 2, SH 2. " • ExIERIOR / DIST £ SEE TABLE 2. LJ 18 - 87 SHEET2. 10 FIY.FO VISIBI E v - 4 I v v FIXED...•.. �.II}/41FTQPT SABH TOP ...,F ANGL- u v LICNi YADTH Y•''. FOUAL !2f1ABIJMRO IL .X -' RPf E \2� v. _ _ LEG LIGHTBLF I HEIGHT FORALL WINDOWS. NOTES Ol:CWN BU�.K WNTi FRAME ANCHOR END MOAT HORIZONTAL SECTION A•A s"owN - / FROMENDANDAT HSUBSTRATEAPPROPRIATE -T-T UI i 49 41 FOR O FOR WINDOWS ANCHORS LISTED ON EMBEDME2. NT OVER35•W,DE: SHEET 2. FOLLOW EMBEDMENTAND FSC ]2 0 O EDGE DISTANCE LIMITS. ANY DADE APPROVED MU OR HORIZONTAL. TAL. SEE TALURIINUMSTEPE TIES, TOOK SWD. SCREWSDIONAL INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL ORHOR¢ONTAL SEE SUBSTRATE PROPERTIES TABLE25HEET 2. 45 48 4] C SCREWS ®163IB- BE USED ON ANY SIDE OF THE 14 3$MOM END, yyNDOW. 114•MAX FOR WINDCYS WRH R BOTTOM LOCKS: SHIM 0100Rtl12 STEEL 114•MAX. BUCK 18 AOD AOOINONAL 2)MASON0.YANCHORS MAY BE SELF-0RILLWG SHIM HEIGHT SCRizws@ yB• USED INTO WOOD AS PERTABLE 2. SMSIGS),SEE 8$ T— FROM END. SHEET 2. ALL W000 BUCKS LESS TABLE2 0 30 THAN 1� RED 1XKARETOBE SHEET2. SASH CONSIDEREDIREOP IONNOIF EKTRIOR VISIBLE WOOD BUMSAREDPTIONALIF LIGHT UNIT ITRATE WO D BUCK LYTO HEIGHT SUBSTRATE. WOOD BUCKS 16 RGREATER. DEPICTED AS 2%ARE 2X BUCKS HICK OPT Be 14 USE LATCH R (MEN USED) HAND LBE DESIGN 65 LATCH OR (MENNUERLY TRANSFER EDESIGNED BOTTOM LOCK TO PROPERLY TRANSFER LOADS FLANGE EOVAL INTERIOR 81 31 30 TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME LEGIB X — SWEEP N.i '-'LOVU10N.85io• DESIGN AND IN52ALLATION IS THE - SHOWN NOTCHES AT. .60. .... o, "'•'FROM SASH ENO. - IiESPON5101LRyH)FTHE ENGINEER 5,�c.-SHONM'J EACH ENO. t •ORARCHf -CTOF RECORD. `� E%TEWOR 8 3) VISIBLE LIGHTWIDTH ORHEIGHT INSTALLATION fl INSTALLATION Be (ALSO REFERRED TOAS DAYLIGHT OPTION �/ OPTION PRODUCTRBVISeD 6] OPENING) IS MEASURED FROM veau'WNW wM11s FMYds 114•MAX SHIM BEAOINGTOBEADB4O. ANCHORED THROUGH ANCHORED THRWGH 9dIBme Cage �I EQUAL -LE r 11111I M I!FRAME INTO METAL FRAME INTO METAL Aw-pt?am Nv l7Wf ' f,�J 1 FRAME SHOWN ��- - F4, 'rM Du 44.". l �.,..... NS. 4fj Dy EEPHOLLE •, NO ANCHORS 1 uCENSF''. /-'ii Mirvn DaG PmEuu WEEPHOLE 7 REOUIPED IN VISIBLE LIGHT FORMULAS 'f'cY 2SrFR M 38 FLANGEOR ] * ( NB. 58]OS * a 2.BT FROM EQUAL -LEG WIDTH EACH MD. FRAME SILLS ®SASH: BUCK WIDTH-B-IIT -•D' Dea'p - dOm ®FDOED UTE:BUCKWIDTH-4 r -A s !-7-: r,"� Hm E DRIve FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EOUFLAJTE, (P '�,!YORIDP,. \�: (941)4BP1B00O1 VERTICAL SECTION B-B BUCK HEIGHT2-3.153.1511W is5/ NG SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 'ryIaNAL 01p`' ImY111WteielT lllllll11 V1B ® S41T7 /MOEvf Scab: Sleet: D1e�f�p Nw Rm. a LYBRLER, P.E SH-5500 NTS 3 OF 13 MD-SH5500-01 B P .. _ FJSaTBT CERT.OFP.UDLIA288: ` . SHOWN BUCK HEIGHT 50 85 T- 30 SASH EXTERIOR VISIBLI LIGHT HEIGH' OPT. (2)+•I B1 /L� v 31 INTERIOR -,II, AEEP NOTCHESAT-'��-gp' " EACH END. T INTEGRAL FIN FIRS SHOWN _� TEGRAL'FIN &J-CHANNELfF.RAMES -� .:y msTABI.ATIO4OPTION6;,,, ',dNSTALLATIONAPXIONB .,..- t..•.. ,� ., ' C-" �k O ANCHOREDCHORED TIiROUfiXfRAMEIM02X AN CHOREDTHROUGHINTEORALFW I RWOOD FRAME099U&STRIP SEE t JIUT02X �'JOOD FRAME OR / 1�-1 EOGSDISTANCE H EMBEAMEM NOTE THIS SHEET. BUCKSTRIP.SEENOTE2 TIISSHEEi - / I ...... ~t 4 MAXSHIM M1 t(-n I 1 S1 1/F � ` EOGEDISTANCE 15HI _ .. TYP % -' 3�.. SASH VISIBLE,,' tT `• 18 LIGHT WIDTH \ EMBEDMENT AND EDGE 11(—� DISTPNEPERSU TE. a .. ECNCHOPE, E TABLE 2. SHE 2. III (SCREW T{ SHOWN) I 44 BALANCE EMBEDMENT, `1/4•MAl(SXIM '" TYPE. D - - TYPE SASH - 42 WITNSPSH e� EDGE WE GHT 54 I I 30 DISTANCE / 1 EMBED EW EMBEDMENTANO EDGE 31 J DISTANCE PER SUBSTRATE, SEE TABLE 3. SHEET 2 16 (NAIL SHOWN) lRJ EXTERIOR BT INTEGRAL IYP. ANCHORTYPE, EMBEDMENT AND EDGE FIN DISTANEPER SUBS DSEE ISTANCE PER .H _ TOP O I FWED VISIBLE ��., LIGHT SIB- 3.'SHOWN- "'FRAME 2 ' 20 •OPi',SASH LIFT RAIL J-CHANNEL ;:. .,...m FRAME .("LSHOWN) FORALLWINDOWS: NOTES: SHOWN 6UCK W DTH I 1 ANCHOR® B55• 1 ✓'l^°/ FROM END AND AT +)Use ONLY HORIZONTAL SECTION C•C 21 CEMEP.. SUBSTRATE-APPROPRATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 253 OFSHEET21'OLLOWENBEOMENT DADE APPROVED MULLION, FEC COMPLIANT ALUMMUMSTEEL FRAMING OR STEEL MO. OVER36•WIDE: AODADDMONAL I/4-mAx AND EDGE DISTANCE LIMITS.ANY '' SHIM MAY BE VERTICAL OR HORIZOWAL SEE SUBSTRATE PROPERTIES.TABLES 263. SHEET2. SCREWS&o-w INSTALLATION OPTION SHOWN MAY 45 46 47 O 6 FROM ENO. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH BOTTOM LOGOS: WINDOW R10ORMSTEEL lie MAX. O 16 ADD ADDITIONAL 2)MASONRYANCHORSMAYBE SELF -DRILLING I SHIM SCREWS 0B3a• USED IMO WOOD AS PER TABLE 2. SMS(GS), SEE tIE3 FROM ENO. , SHEET2.ALLMCDMCKSLESS TABLES 2&3. THAN JAW THICK ME TO BE SHEET2. O CONSIDERED IX INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF USEEITHER UNIT IS INSTALLED DIRECTLY TO LATCH(SHOWN) SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE JAZTHICK 16 OR BOTTOM OR GREATER. IXAND M BUCKS LOCK (SHEET 3). 65 N USED FIN ANOIOR 63 TESTED UNIT LOCATION 6SI0'E.BUC TO PROPERLY TRANSFER LOIADSD FLANGE REMOVED FROM SASH END.. IN -FIELD TO THE SND -- IMST JATIONWOOSTH DESIGN PNOINSTALLATION IS THE INTEGRAL FIN. F�-=,. _ - - Ham+ -. .-• .. NO ANCHORS RESPONSIBILITYOF:JNB ENGINEER e �.-,= OR ARCHITECT OF RECORD FRAME SHOWN REQUIRED IN FRAME SILLS IF HORING 3)WSIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION FRAME. THROUGH FRAME. THROUGH (ALSO REFERRED TO AS DAYLIGHT OPTION? OPTION "RODUCTREVISm +14•MAX OPENING) 13 MEASURED FROM ANCHOREOTHROUGH ANCHORED THROUGH PRIME INTO METAL v<oP,plpngx-,0lbf4n}e BNICmg COEv �0 rSHIM BEADINGTOSEADING. FIN WTO M6TAL (INTEGRAL FlNIFLPNGE REMOVED) A<aDlmim No i%'�/p�•QG., - I\111111111/I<INTEGRAI TYP. ANCHOR TYPE. EDGEI EMBEDMENT AND EDGE ASTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. vl EMBEDMENT (SCREWSHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN IM02X WOOD FRAME OR SUCK - STRIP. SEE NOTE 2, THIS SHEET. - VISIBLE LIGHT FORMULAS _ #. i No. 56TD5 tu - - * 6o.a�HPIrFn:@FIXEDLIM:BUCKWIOTF �AD�LTATED I�,'���\ , - <d �S/OVAL ENG� A\ 0.LYNNMILLQR.PE PEk53)05 G V U ITANCE WIDTH dare• BUCK HEIGHT2-3151+6• • • J-CHANNEL & INTEGR rn B®SASH:BucicwloTH-a1rs• ROSOWSKIIZORION N.TVENICEFL84215 RNE �,�,a„f1 "FRAMES RHe:Oats SINGLE HUNG WINDO 05/16/15 mN:SH-5500 NTS5500-01 _ B - CERf OFAUTH PR2% I NOM-'�^'LS NOM ) �S 718 NO ;I� N. BB NOM _^.� 71 t .t �� ]iB�NDM ;.� PIA PVB is r 6l{8 °A/A PVB i x5/18dA/APVB , 3576' AIR SPACE I S v i 6f16E' LI(11 SG "\r "7f16°AIRSPACE I " t 7/16"i�YR�$PACE ! 3/8°'AIRSPACE 1- AIRSPACE . 1/8"A GLASS : 9/8"T GLASS 31i6"A GLASS 3/16"TGLASS' 1/8"A GLASS aEXTERIOR EXTERIOR I a EXTERIOR ` a EXEERIOR ti G7 EXTERIOR GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 5 MNO. . �_" 10 NON. _ 7/8' NUM. +{ 7/8' NOIL I 5/16" HM SG -- 5/16" H/H SG 5/16" H/H SG 7/16' A/A SG 7/18" A/A SG J 1116"AIRSPACE. 3/8"AIRSPACE I 3/8"-AIRSPACE 5/i6"AiR SPACE 6/16"AIRSPACE I/FTGLAS50R 3/1 3/7a LASS 1/6"EXTERIOR 1/a G�RIOR <DExTrRI EXTRIOR "- EXTERIOR . i610 ]6]e ]&N ]8-T9 6i0 GLASS TYPE 10 GLASS TYPE 11 10NOM.G1ASS GWSSTYPEBB THROUGH SITE TYP. 15 MAYNOT BE USED WITH J-EHANNELOR OINTEORAI:i1N FRAMES GLASS TYPES 6.7.9.11:13 615 MAY NOT BE USED IN ,' THE HVHZABOVE30'. / GLAZINO NOTES "A'=ANNEALED TYP. GLAZING DETAIL 'H•= HEAT STRENGTHENED 4'=TEMPERED RVS" =.09P TROSIPOL0 PVB BY KURARAY AMERICA. INC. "11'=.090-SENTRYG&Sa BY KURARAY AMERICA. INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1• SHEET 2, GLASS TYPE 12 'NO . F- 7/16'A/ASG 1/4' AIR SPACE 3/16 AGLASS� �T%GfiIUR ti - I9 Taro GLASS TYPE 15 /1111111/ LVNv No..58705 P GLASS TYPE 13 NO 7/16'A/A SG 1/4" AIR SPACE 3/16" T GLASSY GLASS TYPE 14 EXTERIOR_ _ I It• fr �OZ� lmmCHNOLOGYDRIVE N. VENICE, FL942T5 (9H}CB61500 ON \_ \\\\`` P.E fLRWOMOII1i PoT HPWfPE9. RIE. w.ngxlevrsDrroo CERT.OFAVIH. p29285 GLASS TYPE 16 IN20�DVCTREVISID irNmloa e"as i41DeF1fM° AacProvw: No/� 9.1, kn: � prnuan D+re _ Sy Mi i BaAe Podu0. 'HPHan: 0rom 0r: AZING DETAILS J ROSOWSKI 1GLE HUNG WINDOW INSTALLATION - LM 05/15/15 u/MaMC Swle: M1enC dvMn9 No. Rav: SH-5500 NTS 701713 5 OF 13 MD-SH5500-01 B f '"S. TABLE a D.'.py. D PeTxe a 6u11J i ,it T 0.41 4 �R T i; I f 'ii J i FNLL I J I .Y b5T T�' 1 SEE,TAQLE 9, SHEET B FOR w:. +I •_.�_, 'ANCHOR GROUP AND pUbNTITY.- rY" _if O I s: §E__ Y ON DETAIL FOR WINDOWS' WITH -"LEVEC..R'1REiNFORCEMENT&GLASSIT'PESS'67'&S --•- (REMFORCEMEMSSHOWNINFlGURESABOVE AP PLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESETABLES FOR ALL MNDOY45 INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2)FRAMEDIMENSIONSAREBUCK.SASHHEIGHTISASPMR EFIGURE. 3) FOR SDES NOT SHCWN.RMND UP TOTHE NEXT AVAILABLE WIDTH OR HEIGM DIMENSION ONTHETABLE. -' e 'wuMMl p � v.e'pmnw+ lVw�•]]IIbI Ilaf' I61vn swl1+@i; Pv^el W:1 1_: Mtgn P!.es.:.iym°IIFi BWUYNN' a0 `SLD9 a.5 ' EW 1Nt _ f&SO lOD BtU: ]aD Slvtlae G64P l61].ISem e a i0➢ rr0.4 EP.ulx I.sM:]ame i 1 M ao: ]ao sb .anolmi: n.m:n5@ e -m4 0: vno *bbb R$!r'�II� MSO .m0' •@.a -RO v.b.eulm. xi6se.ava ws4 .Ra w+.o -]aa @.vs Fnbl6x n.vl.RIIr wso .mP .m➢ .RS Srb.a Fio6v .usn-+rsla �o .mP w.o aao alw! um-uvfi .�5 .mo w4a mo Tb41 asn.v➢n woo .mo wso -mP o.mms¢e asn asw wz .me wso aao s�.,nem a asn-a3u .s4o .mo .mn aao u e...u. 1 Sa,msPiow.;:is�P.—sb 5—t nsn-asm wvo .me .mo .mo laa6.nsx •mo .ma .mD .m4 .eo -mo y o -wa .I�nwrnlax wu -mo wsD .RD "T. ww.v.au .s5o mo .,Ibdep 6(vp VU11 113@ •9}0 MSa ao 1 ' '. !Il 11� a➢te 1r3Mll 0a W9 •814 0.o IILO' I"3.0 ]0.0 1 mo WSD Y0.0 Obpn e¢ :SM Y 1 5 .65.0 fi1A growlL nor -us% w5s goo ws.o .Ro E ]ben vme-ns1 woo .mo .m ana svwaul.o. anr.van ws5 .mo .m.o am 9 swlb. asn.a.5v won .mo •wa mo nm aa..s¢. xim-asb woo -ma woo .mo smiweP.-,r Qsn.msx •ao -mo •esD aao 3 %!Il-n31 •an -Rn w5O ln5 OabeS¢. Q611-%Sx ffi0 RO .650 1a5 srwl n.m-Qsb wso -mP ws5 .mo TYb 8611-IiIW wG -Re w!D .m0 LytlbeG p ]1.51r-SSM •nln -Re wSn i0.P FpeIYY E511-SISb Kte An w50 ian 6•atlaaPmYv aSlr.Tidl6 .85.0 RS M5.0 .]ae @ OelmneL Ra11-a316 wiA -Rn wsD -]0.n o.mmaW nsn.xi3+e wv -ms w4D aa+ D.mm u. usn. nsm wi .rao a.o eel oemmso. non. usm w4a -Ro .®.o au ne%.age wso .Ra ws5 m4 nna Qsn.aSx woo .mo .M.o aaa pekmsb. v.5il-as+d w44 -ma Nf.o am Ea•wM xm.mex ws.oI aao Iw.o aoo a o.mmsW a.sn.asx wss .mo .mo -mo -.aD Svw gale asn m w.w EpJIL in 1 6Y Mo mn win VYa pelm4rt a51 YS% Rn w50 OI.S aum.eom,r ssele-ssve woo .me •me ms iYal --.IS% WSD An wSn WD iFt IA.i i --MIN.SASH * ND. 58705 1' - 'oM.r]g5 Ocayln P¢aSum. DDIDe � - - 1 IL .65➢I-]00� plot Ywl - " Ri Fye1MM and a�IWS ' + SEE TABLE 19,SNEET9 ANCHOR GROUP ANDOUANTITY. HEADER I �0*,R� EAI .AH HT SILL SECTION DETAIL FOR WINDOWS WITH I LEVEL R2 REINFORCEMENT-& GLASS TYPES S. U ^] & S (REINFORCEMENTS SHOWN IN FIGURES ABOVE - APPLYTOALLFAMETYPES& CONFIGURATIONS) RODUCT REVBHl —P'.'P Ri Ua Fiwi6E tD]D TECHNacor DRNE DESIGN PRESSURE TABLES J ROSOWSKI N. VENNF. FL 31218 (Befy�BD1800 TAb: 051 SINGLE HUNG WINDOW INSTALLATION -LM 05/15H5 POr MY8MF81�MF AUPKDRe B➢W'I® SH- SmlN Slwt 'MD Na. RDr. SH-5500 NTS 6 OF 13 'MD-01 B M nms Ea.. u. nall. m6a •mo .+m .ma -nm •mo -++on .mo nm➢ m.ve samnrim. +un-rzsle •mn .++m .ma n+oq •mo .um •mo nmq yv1® II.AI-M510 1•A➢ .ImO •RO -It0.O •RO .Mlq •TLO 100 ' nlul a.aq-r. TI .mo .naq .mq cea +mo .ma •mq mo msn.9.`A .Rq •m.O Aaq •mo .um .Rq -ilao 91MCEN4 ]]SIa-m5+e n.n'o •ron D •mo Amo •1M10 .t+a0 •mo mao aaem. mMTmsm •mA .moo •Iqs : •mo u aWaORVYv n5lnmsw .mo .l I o .Iloo •mo U. .um .ma a+qn 41. o.u�as. usn-vow .mq -noo •N.q .vaq •mo .wao •mo .vm abbC Mm-xsw •mo -1.0 .mo .rma .mo nm.o •m0 -+oxo + Tm xw.a➢++ .mo as .ma mo .mo .mq •Rq a.o enmmaaq. msn.alm •ma .im➢ •m.o nma •Ro nmo •Rq -Ima _ - _o,u: mmuae•e .Rq .nao .m.o .+mc .r� amc jp ewo -• n u a w n.an.m. to •mo'.{+aq .mq ntoo wm -noq •m0 as �•'m;_ H cZ,,, b ma11.3L110 •AA .ilm •AA -IRo •R.o -11a0 •RO -Itm I I as GUCKHEIGM-50.136 NOTES: 1) USE THESE TABLES FOR RLL'MNOOWS INSTALLED THROUGH THE FRAME. 2) PRIME DIMENSIONS ARE BULK SASH HEIGHT IS M PER THE FIGURE. 3)FORS2ESNOTSHOWN.ROUND UPTOTHENE AVAILABLEWIDTHORHEIGHTDIMMNVONSHOWN ON THE TABLE. tiNOHY LYNN�'''. S. * : N0. SB705 STA O /: (`�� N.VEMCE,FL3M6 %(CS•-.RoRION•.-G�?� (eat),180ti 3 '.11 S'QWALE?a`` w"tima,laIE �mmc MEETING RNL ' "a+�mA SIMN x + i5fh+'; L!•. 1,, ,. -.. .� ..'.='rife `:I-. SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT 25 & GLASS TYPES 9-16 (REINFORCE.MEMSSHOWN SILL �j1 IFIGURES ALLCONFIG BOtIEMPLY TOUMTIONS) c i 'GIASS TYPES B THROUGH 16 MAY NOT BE USED WITH J MNELOR IMEGRFL MODUI REVISED �FINFRAMES aeaomplging •NN he, Florida _ D+dldig3 C➢d< fynrabo0ac , BT Atinmi Wamml o-.md O.vm 6Y V PRESSURE TABLES J ROSOWSKI Oeb: HUNG WINDOW INSTALLATION - LM 05/15/15 SmW. 617 'D Nn 'B 5500 NTS 7 OF 13 MD-SH5500-01 In ®®® q ®HO RI H� "mRSD9'. 0 nuu ICJ HBO flnuiff"I lltl ®E9ma nnUmns n unn® ff9&A®®�nnuOnto m"®®®®©®®®FL®®®® ,. ..e?+ 0®n©nn©�t'a�"='=an0 ©:_1E1F�i_1n��E�ln����©0©©0©©n®BpJFiffmn�lnnnnnn©©©nnn©nnn .�os�os,asannnn niannsasanFfn •a5a m )J O6- . WO a v a- 51CS]E:l.'vM1 AS 3J10 _' ] 3 ] 1 ] ] P A J ] ] ) P ) _] 9 ] ] ) ] ] t III ] 3 1 ] d P S ) 2 ) ] S ] ] 3 ] ] 3 ] ] 1 l J 1 H ] 3 ) ) 3 ] J 3 ] ] 3 I.: tiie A513 8JR • f. 1: ]. f 1: ]'.S • ] S ♦ \ i S I 1 • ] '1 'l ] 1 ] i 3 1 • H 5. 2. ♦ 3 f • d ] 1 3 S • ] 1 t ] 3 • ] 3 - ^- _ '9YVISC... i5A10215M '1 ] 1 • ] I t ] P 1 3 1 • R 3 1I') ] 1 t S 1" ]'3 3 T. t':Y S 3 3.•,'.3 i 1 ]S •" 3 3 • ) 1 Fj �-.,,, ^ i EWS'Y• H91> NEM ]♦ 1] 1 1 ] 1 II] 1 3 H 3 ]� 1 •i ] ]]• 1] ] 1 3] •3 "J 1 3 Y 1 3] 1 S] 1 1] 1 1 ) 1 1 'i 'a ] 1 1 ] 1 1 ]• 3 & O... Il61 ]flfitB ♦] 1 1 3 1 1] 1 1] 1♦ 3 3 1] i ] ] 1 • J S J 3 ] 3 1 J S 1] Y H 1•) t 3 P♦ 3 ♦] P♦ 3 3•]] 9pnaSEFlMw 31.M0 HM ♦] 1 1 3 1• 3 3•] Y 1] 3♦]] ) 3 3 1 ] t l 3•] ] P♦] 3 I ] P S 1 1 ] t 3 R♦] P 1] 3• 3 Y• J S hA IYY! -atW t 1 ] 3 t 9 t 9 i 1 • Y Y 1 t P 1 1 1 ♦ P P i 3 t 'ROOUCTREVISEO 3EE TABLE 4, SHEETS FOR DESIGN PRESSURES WHEN USING THIS TABLE. • IdAgcA{ WP Fb10c •MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50,136 sm Lv6Code / nrrmw+oHNH i •45 , IYNry"'o� aa.lbnn: BTIS Dae UCENSp' ���` % S n Yrmivai' NOTES: '•1- No.58I05 1)USE THE MOW ANCHOR QUANTITIES REQUIRED..........' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. — dvYn By 2) USE THE ABOVE'MAX.. ANCHOR O.C. SPACING ........_' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. � ., ITf �� 1OTDTECNNOLOGYORIVE ANCHOR QUANTITY TABLE JROSOWSKI �V; N. VFNICE. FL 342T6 3)FRAME DIMENSIONS ARE BUCK. 'MR'=MEETING MIL tO�F ':FLORID?.'\��� I8" 1800 SINGLE HUNG WINDOW INSTALLATION -LM 6/15/15 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NE%TAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 'SS;ONAL �?G `` �SLRom' SeRn/YaEM ScaN: SMst 'MD Mrq Ne. RHv. 5)REFER TO TABLES 2&3, SHEET 2 FOR ANCHOR GROUPDESCRIPTIONS. ALYt11i IA ILLEIA, P.E. SH-5500 NTS 8OF 13 MD-SH5500-01 B PEa59ms CFAT.OFAUD1.029285 _. ®1I - O NMEN ro; llm�IC, log ISM p®pp ���16 �.�.i oso IN 6�® g�g oo R 0 go goo p�p ffiffic IBM NOWB�Bnumm"BoBonBBB©®oBBBBno©BBBBo®Zino®U13unn aoaaaaaaanaaaamnamaaanmaaannama[aaamma®aa®®nrtaaaoam®a®®a®aammama oBonn0000�©B000noo©Bnoo o©B�©aBBBoBaB©BBBB _oBno�oo©o®BBBB©BB�aB©000:0000000©oBBBBoBBOo �wrmmreoaaaaaoaaoaaoaooaaiu°BaoaaBBBoBB®BBoan©BBBB®o©ao°'BoBBaBBBBBBaBBBBBB o� � ��BBBBOB®®q© BBBBo�BEERogB©©©BBBB®oBB�400 00000�Oaano'Baa BBBBoQB©aaaaaBaoaaaaaB ""an no Bao°ei©BBBBooBB©�© aoa noun" a a�aaaBaasoBaoon a000a oREM IAMB oaaaio a oopapaB © B 13"BnoBo a©a� Bo a ® Zion Bo a © aaaaaaoaaaa at�iB BBBoaZia©BB�BKio©gBBB�o�©�©®© Bunn �oaaBoaa© aaaaaaana� �Boao�BBB©BaB©a®oBB©e© "Bonn flBailaaaaaaaaaaaaaa aEp}pg0000aoommoaa aaaaaBaaaBaaaaaaa Boas Noaaaaaaaaaa as aaaaaaa - .. aaaRlaa�l® @a®i�o8111A I oaaaaaaaa aaoomn oasla aaaaBa oaago/aa.lY?so®Epl©�aa OR me EQHumanan ©B aao ®�gyam BBFAa©a600 pao a aaaaaa a ooapp©0000 Bola m Boa a�Bs°1nwoon a s�aaaaaooaaoaoaaaoaaoBaoaooaaoagaoaaoaaoaaoaaoaaoaaoaaoaaoaaaaaoaa aa�a ®�aom000aoaaaaaoaaoaaoaaooaooaoaaoaaoaaoaaoaaooaoa000aoaaoaaooann wMMM000aooaoaaoaaoaooaaooaooaaoaBaaaa �moaaaaaaoaaaaaaaaaaaaaaaoaaa �oaooaaooaoaaaoaaaooaaUaooaooaaoaaoaaoaaoaa000aaooaooaaoaaooaoao B©oo°,nnoBgBBBBB©©0000©©n©©o©©Porno©®©BBB®©©on©o©©©©B©©©BBBB©©BI BE BBBnnooBB©BBBBnunBBBoBBaBBBBBBBB©BBoB�sB©B© BoaBBo©©©BBB©©©BB©©©BB©E©©no©o©©BBB©©BBBnB©©o©BBB©©BBB©©©©o©o®© ©ounamon BBnBBB"no©©BBBBBn©on© aaonaoaaanaaoaaaaoo Bann noIBB©oaoon R on�I1i©o©©aaaaaanon Inn ©muumuu=BB"Duan©anBoo©BBn®0000®oo©Ba©aB©B©B© aoaooaoo NUMooaaaaaoanoaaooaagaaoaoaa oB©o© HannonunQaa®�➢QoBoB�oaaa��0aBaa�� aaaaaaaaaaaoaaaoaaoaaaaaaaaaaaaaaa ,©©©© noaaoaaoaaoaaoaoaaoaaaoa000aoaonam Dun" oaaoaa00000aoaaoaaoaaaaaoa ©BB©BnoonBo©© B©BBBBBoBBBBBOBBB "us ©o�g aBaaaaaoaa BBn©BBo �oaooaooaaoaaaoaoaaoaao ma�0000aoonaooaooanoanna t•��•��aooaooaoaaaaaoaaooaaa000000aoaaoa�llaaaoaaoa a��F ��aaoaaooaaEl ��BBBOOUGHman©BBn®a©Ba�BB�BBBnBBBBBo"nor ®maoBanalinuomm oaaoaaaaaaaaaaa©aooaooaa Meaa©aaa�aao�a.aBaaaaaaaoa©oaaoaoaoaaoaaaaaaoaaooaaaa ingEoon�B nooaoaooaananoonnaooa oa°� ooaooaaaaaaaaoaaooaaa aaaaaa as Bo®®ap�aaaaBo ao©©oaaoaaaaaawoaaamaaaaaaoaan mmunBnngBunn©Bn©©Bn®o©Bono Buono aaaaaaaa©aaaaaaaaaoaa 0 oaoaaoaaoaaoaaoa © $®B�B a000aaoaaoaaoaaoaa Bna SEE TABLES 5&6, SHEE I ti ton Vwi�n rnwamrce vvnen wino �,���__. "MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 NOTES. 1)USE THE A80VE ANCHOR QUANTITIES REQUIRED.......... TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. ]) USE THE ABOW -A,", ANCHOR O.C. SPACING.......... TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. WR'=MEETING RNL. 4) FOR SIZES NOT SHOWN, ROUND UPTOTHENE AVAILABLEWIDTHORHEIGHTDIMENSIONSHOWNONTHETABLE. S) REFER TO TABLES Z & 3, SHEET 3 FORANCHOR GROUP DESCRIPTIONS. No. 68709 '•� =P. S I� n %O •. sr TEo ROTEDHNaoGY DRIVE ANCHOR QUANTITY TABLE JROSOWSKI . VENICE R W76 V1E180.1800 Rik Dah: e SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NL NOKI&IR9RrID Sabf/YAOeI: Scots: 97 BM"D No. Rx QERT oFADm 6zms& SH-5500 NTS 9 OF 13 MDSH5500-01 B c HEIGHT -WINDOW NOTES: 1) FRAME DIMENSIONS ARE SUCK, 'MR' = MEETING RAIL. -. P) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) REFER TO TABLES Y• SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. \\,a llllllll . ON1cEN NMI- �a * ; No. 58T05 * = — t OF Ifi: �(V� OTOTEOHNOLWYDK;VE �//: N.VENILF.RM75 1S7ONAt.aEN.` P.`'"xl���'PI� kLYNNMILLER, P.6 CERT.OFAUTH.� - W a , , a > .a , . , I � PRODUCT REVISED pplC. wiWJ FbMh alaNiwwnTb ! -0 O p ExPrslion Dme �. By Mti eCP I'NfiMI a�.P er R QUANTITY TABLE JROSOWSKI HUNG WINDOW INSTALLATION - LM 05/15/15 SmM: SNeC poNrN 500 1 NTS 1 10 OF 13 1 MD-SH5500-01.., I B 3500"'., '3500 3 00 ••. Y 1A83• 1A83 .G26' C5.OAMB FRAME HEAO „u OYIEAD/JPMB E 1.3]5' 3 HEAD/J�Mtl BfiY r ����,� 7� 2.444• 6.5 I GE T O FRAME SILL 1.8i2• � � 1.641' +� 1.215' 1.630" jI.-{(� 1.376' 1II Ofi5' I, 35S 1 1 .OyS' � _iii �FIXED 1• 1A00" .:BALANCE A60 ASH STOP 14 MEETING RAIL1 16 SASH RAIL 1] COVER 10� SCREWCOVER jj .316"­11 �-A .035' IIJ —+�.�Ntl� .025 __F_ CUDROLLED ) BEADING O SC SCREEN FRAME 81 SCREEN FRAME 3 483' 41 .— ;r• OFIN FRAME SILL L r:, OHEAOIJAMBE O EQUALLEGFRAS23 2`+ REINFORCEMENT REINFORCEMENT 070 -i�-�— 116z 3483' —� � 0 IS: ' L «LJJI z 4a• � z44n• .�I AND F� —� 1GM MEETING MEETINRO NDMEETINGRNL 1 Y8 MEETING R1 REINF00.CEMENT REINFORCEM'eN1 1 EQUAL LEG FRAME SILL �.Oi�2.1W' r 1472• 1.665• 0 0 .L7a �5(80 060J JJ- 590.LIFT RAIL'11FT RPIL BEVELED F:'r. a% BEVELED 18 INTERLOCK '20INTERLOCK COVER 31 INTERLOCK 22 INTERLOCK COVER •� PRODUCT REVISED ocIdl,Coil, lh¢Raid% wlaine caa� ""OH, nnxPva�ew lT•D Q§, FP RY_' No 58705 F 1 •'�� N. VENICE Fa3u15� WINDOW EXTRUSIONS J ROSOWSKI %t�`y1'•.f[GR1o1;..�G�c��: (eal?4ealsao nw: L ti�Y`` �,,,,�„,am„ SINGLE HUNG WINDOW INSTALLATION - LM 05 05/15115 '1/Jr 1I I11111Y` FmonLarNFs,lua se,w/Mnax: smrs ALYNNMILLERRE /4LnExmRESERIEo_ /S=500 NTS 71 OF 13 1 MDSH5500-01 B x PaFt# Description 76 Kommen(ng 4SGTPS Spacer System 77 quanex Super Spacer nX7 With Hot Melt Butyl IS.ttrhal 78 Quanex Dureseal Spacer 79 Cardinal )d Edge Spacer ncrcr<ence i ea i nvr�ni o. r i roc � �, oeoo a==� NOTES: 1) PVC BY ENERGI WINOOW AND DOOR PROFILES, LTD., TO @) ITEMS#413; 15, 24,?e, 29; 34, 39, 61, 62, 6&71, 613 ARE RELABELED FORAAMAEXTRUDERCODE. NOTUSEOANDARENOTPARTOFTHISAPPROVAL. IUIun ONY LYNN No.58705 •P �_ :*- 1 -r^ iC` 1D7a TECHnaoDYOw . �VI; `���. N. VENILE. FL3tlT5 ta41),4eo-1e99 CiG `� wmpoieomlr P.E. ALLR6HIBPFIfRVm SILICONE J'TH ELT BUTYL S FLO SILI @TRUGTt1RAL ' 314'NOM 31i6 NOM. POLYISOBUMENE ; t . 51CCANT L7ESICEXT. GLA55 EXT GLAINT. GLASSGLASS 6KODISPACE SUPER 4SG TPS O SPACER© NXT " ALUMINUM REINFORCEMENT POLYISOP DESICCANT FILL AP.FA- BUTYLENE 5/16 NOM BUTYLS ,SI18 SEAL r ".SIIMRESE DESICCANT ROLL -FORMED .FOAM STAINLESS STEE- EXT. GLASS W-/ `INT. GLASS v \-INT. GLASS IS DURASEAL& XL EDGE'"' SPACER SPACER .. "eouucrw:'vu6o ucmomgYnMwiN \N FIUMa temaCnae e ow< 20.E DY nm+mdr sac rtw„n M: MTn ay OF MATERIAL (BOM) J ROSOWSKI om.: -E HUNG WINDOW INSTALLATION - LM M15l15 H-N '6Nxe 'M"D Na Rx H-5500 TS 12 OF 13 MD-SH5500-01 B ml�Elllllhltlllli FRAME ASSEMBLY DETAILS EXTERIOR NOTES, 1) SOME PARTSOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) JCHANNEL FRAME SHOWN. PARTS N 185. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS 6 S T. a) USE EITHER SASH TOP LOOKS OR SASH BOTTOM LOCKS. OPT. PULL RA 19 IMERLOCKS COVER �o MITEREDFRAMEWITH 16 INTERIORANDEMERIOR F�RAME WELDS OPT.SWEEP LOCK OPT. PULL HANDLE WITH ATCH '0". FULL SASH ASSEMBLY DETAILS - b - EXTERIOR �; UCENyF•;�(�� i No. 58705 O p '.��,;•.a CNNOLOOY DRIVE 0.. 'T OF N.VENI N. VENICE, FLid2T5 �.COS':F�ORIDP,.:'Y���_ 1841NBD'1500 r'rS�OMAL ENG`� �i'xa OFT. BEVELED 21 IMERLO( b COVER K 82 ORO • BB I DETAILS MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS �VODUCT REVISED `I now,Mr+an �•Imma wonda, __ ! 3mldind Cade '� 1 AcccFlunm NO l�o,pd Exglentiao oau 2D2.,-, )ED ASSEMBLY J ROSOWSKI CaN: HUNG WINDOW INSTALLATION - LM 05/15/15 s�la.sever. mvinna No. Rav: 2 NTS 1:3 OF 13 MD-SH5500-01 B 4' MlAMhMADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY. AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 ROARD;AND CODE ADMINISTRATION DIVISION - T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.sov/eeanomy PGT Industries, Inc. 1070 Technology Drive Nortli'Venice, FL 34275 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 - Produet Control Section to be used in Miami Dade County and other, areas where allowed by the Authority ,viag,.jUrisdiotion (AILS. This.'shall not be valid after the expiration date stated below. The Miami —Dade County Product CbUt ol-Seetion (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve i ,:. ih6lxigh� to have this preducformaterial tested for quality assurance purposes. If this product or material 0 fails, to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM a _imnediatel revoke, modi'or suspend the use of such product or material within their jurisdiction. �, y Y fY, P P ltl reservesthe right to revoke this acceptance, if it is determined by Miami —Dade County Product Control .. . Sechon,that this product or mat ' _' o nee a requu a plicable building code. ThIs`prodnet is approv as described herein, and has been designed to co with the Florida Building Code including the 'gh Velocity Hurricane Zone. DESCRIPTION: eries "SH-00" Aluminum Single Hung Window''=L.M.L -.' < jIPPRO, ,AL DOCU11 • Drawing No. 4040-20, titled "Alum Single Hung Win ;-lmpaef', sheets 1 thraugll �11< of 11, dated, 09/01/05, wr re ' y manufacturer, signed and sealedby Anthony Lyliar e ami- a ou t Control Revision stamp with thdslQoi ce of. Acceptanexpiration date by the Miami -Dade ct Control Section. s MISSILE IMPACTrge and Small Missile Impact Resistant. I eBEI ING: Each ua permanent label with the manufacturer's aor logo, city, state, and follot: ' amr- ti ontroi Approved", unless otherwise A �.., b noted Herein. _ 11 O&AL of this NOA shall`1 a considered after a renewal application has been filed and there has been no change in the applicable bullging code negatively affecting the performance of this product. `GERMINATION of this NOA" -will occur after the expiration date or E,,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 ofaii Y'pr , oduct,'for sales, advertising or any other purposes shall autoalbkically terminate this NOA. Failure o cdmplywith,any section of this NOA shall be cause for termination and removal of NOA. "", i 3TSEMENT: The NOA number preceded by `the words, Miami -Dade County, Florida, and M'6;4-d by the expiration dat may be displayed in advertising literature. If any portion of the NOA is tsplayti°d; then it shall be done itsentirety. 19§T V&iON:: A'copy of this; entire NOA shall be provided to'the user by the manufacturer or, its itlstrt806is and, shall be avallable;for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.06 and'consists of this page 1 and evidence pages E-1, E-2 and E-3, as wpll`as approval document mentioned above. submitted documentation was reviewed by Manuel Perez, P.E. it :. , 'MIAM4DADE COUNTY 1 + a� � ppG, i NOA No. 17-0630.08 Expiration Date: March 26, 2021 -Approval Date: November 30, 2017 Page 1 IG f. urn<r i::a.�3oe r..a NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED <v; A' ;DRAWINGS "1 Manufacturer's die drawings and sections. (Submitted underNOA No. 05-1018.01 and 07-0322.06) 2 .v Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. PESTS Y '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 x { along with marked -up drawings and installation diagram of a PVC sliding glass door, ' a PVC fixed wiidow and.an aluminum sliding glass+door, using: Kodispace 4SG TPS spacer system, Dbraseal® spacer system, Super Spacer® NXTTm spacer system and V_ EdgeTM spacer stem at insulated glass, prepared by Fenestration Testing Laboratory,- Inc.,' Test Re arts No. FTL-8717, FTL-8968 `and FTL-8970, dated 11/16/15, 06/07/1 6 and O6/b2/16 respectively, all signed and sealed by Idalinis Ortega, P.E., (Submitted under previous 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 i y ,. 3) Water Resistance Test, per FBC, TAS 202-94 Large Missile Impact Test per FBC, TAS 201-94 51 Cyclic Wind Pressure Loading per FBC, TAS 203-94 6j Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 x ,3 along with mark�'d-up drawings and installation diagram of an aluminum single hung window, with fid'&ame, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL='4957, dated 10/03106, signed and sealed by Edmundo Lazgaespada,` P.E. ,hey �.+ (Submitted unde)-NOA'No. 07-0322.06) 3 Test reports or Air Infiltration Test, per FBC, TAS 202-94 rtA 2) Large Missile Impact Test per FBG; 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'An 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 Edmu&o Largaespada, P.E. (Submitted underlYOANo. 074322.06) Mannel ere P.E. Product Contro ExMiner NO A No. -0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 '� E 1 PGT Industries. Inc. _ NOTICE OF ACCEPTANCE: EVIDENCE SUBA MTED B. TESTS (CONTINUED) 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. FTIi4645, 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 -1. along with marked -up drawings and installation diagram of analuminum single hung t window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test I': r Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively, t' both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on;`f) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test; f,oading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 1 4) 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 fid frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTEI-4647 and FTL-4650, dated 08/11%05, both signed and sealed by a Edmundo LargAspada, P.E. i (Submitted under NOA No. 05-1018.01) 7. Test reports on:.,l) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ,,,• :2} Large Missile Impact Test per FB0, TAS 201-94 3) Cyclic Wind Pressure Loading pei,TBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung „W- window, with fir•. 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 'u d r NOA No. 054018.01) F; Man el ere P.E. ' Product Contr IExa iner NOA No. 7- 30.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 r 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 60' Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Ngller, P.E. 2. Glazing complies with ASTM E1300-04 D. .. QUALITY ASSURANCE f_'-11, ' Miami=Dade Department of Regulatory and Economic Resources (RER). E. i MATERIAL CERTIFICATIONS - 1. Notice of Acceli e No..15-1201.11 issued to Eastman Chemical Company (MA) a for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on { 05/21/21. 1. 2: Notice of Accelitance No:16-1117.01 issued to Kuiaray America, Inc. for their "Trosifol® U1ti4clear, Clear and Color P-VB Glass Interlayers" dated 01/19/17, e expiring on 07/68/19. F. STATEMENTS 'Statement letterof conformance, complying with FRC 51 Edition (2014) and FBC l 61' Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony-LynnMiller, P.E. 2. Statement letteA—f no financial interest, dated June 22, 2017, issued by manufacturer,N t signed and seale'fl by Anthony Lynn Miller, P.E.• 3; Laboratory compliance letter for Test Reports No. FTL4957, FTL-4958 and FTL 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and I - seaied by Edmunuo Largaespada, P.E. ct (Submittedunde NOA No. 0 7- 0322.06) n 4. Laboratory compliance letter for Test Reports No. OL-4646, FTL-4647, FTL- 4648, r 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 undQr previous NOA No. 16-0714.06) ' G. OTHERS t`` 1. Notice of Acceptance No. 16-0714.06, issued to PG'T Industries, Inc. for their Series . "SH-700" Alurniium Single Hung Window - L.M.I:; approved on 08/18/16 and expiring on 03726721. an r , P.E. Product Co rol E aminer NOA-063008 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 In° Itv..,. .. _�f r _ •.,T GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL. FIN WINDOWS -. CODES I STANDARDS USED: •20 7 FLORIDA BUILDING CODE (FBC), 6TH EDITION 1 G SEE DETAILS ON$HEET 2) h I � � - + I -' ASTA Eo9ID�a4emLDwa CODE (r_C). STH EDITON I i f " >' " •ANSVAFBPA ND9-2015 FOR WOOD( ONSTRUCt10N It>cq�5/1fi LAMIG 71671NGAR'(2)'1JTE$DF 778"ANNEACEOhLASS-WITQ,A byO KURARAV TROSIFOL°PVB(BY KURARAYAMERICA,INCJ; tFyy I- I •ALUMINUM DESIGN MANUAL, ADW, ��*-WLFX VB INTERLAYER IBY EASTMAN CHEMICAL COMPANY) - _ .AISI a106t2 15TING 1 8.5116° LAMI CtlN9OF(1)LRE"OFH/e•ANNEALED GL'75S'ANO(1)LITE OF418"NEAT STRENGTHENED GLASS WITHA _ _ •AISC 360-10 L, 3�zXilm'KURM"VTROS1FtlL®PVB(BV KURARAY,AMERIOA,INC.j'OR'.09D"$AFLEX®,'PVB INTERLAYER (BV,EASTMAN CHEMICAL COMPANY) )T'C 51t6'LAMI CONSISTING Og(2)LITES OF'1/8"HEAT STRENGTHENED GLASS WITHA NOA DRAWING MAP .090°KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.)OR .090 SAFLE%° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 0.7/18" LAMI CONSISTING OF (2) LITES OF 3/16"ANNEALED GLASS WITHA .090' KURARAV TROSIFOL° FVB (BV KURARAV AMERICA, INC.) OR .-LA ICONS°PVB 3116- EASTMANCHEMICAL COMPANY) E. 7/16"LAMACONSISTINGOF(1)LITE KURARAY ANNEALED. IASS AND (7) LITE E 3/16•HEATSTRENGTHENEDGLASSWITHA . 116-KURARAN ISTINGOL (2) LIT Y F3/16-AMERICA, INC.)STRENGTHENED GLASS PVB INTERLAYER (BY EASTMAN-PVB (BY CALCOMPA ' F:7H6•UUAI CONSISTING-OF(2j LITES OF 3/16'HEAT STRENGTHENED GLASS WITH A.090'KURARAV TROSIFOL °PVB (eV KURARAY AMERICA,INC:) ' OR.090' SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13116" LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090' KURARAY TROSIFOL °PVB(BY _KURARAY AMERICA, INC.)OR.09D'SAFLE%°PVB INTERLAYER (By EASTMAN CHEMICAL COMPANY) H. 13116" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) LITE OF IW HEAT STRENGTHENED GLASS WITH A.090"KUMMYTROSIF06 PVB (BY KURARAY AMERICA, INC.) -. OR 0905AFLEX°PVB INTERIAVER(BV EASTMAN CHEMICAL COMPANY) _..L•i3M6 Ld:i11G'E7}ti1T£GF 118:TELPERED' GLASS, AN AIR SPACE AND S/7c LA'dI CON I T :09F("<'p_ITE30F ^. B'HEAT STRENGTHENED GLASS WITHAv090'+KURARAVTROSIFO' PVe (By KURARAV AMERICA'; INC) OR A90' SAFi.EX°•PVB INTERWYER (BY EASTMAN CHEMIGAC COMPANY) J: 13/16' LAMI IG: (1) LITE OF iB" By GlJ4S5, AN AIR SPACE ANO ]l18' LAMI CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH A .09D° KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLE%° PVB INTERLAYER (BY EASTMAN CHEMIGAL COMPANY) K. 13116- LAMI IG: (1),LREl OF 1/8" TEMPERED GLASS, AN AIR SPACE ANO T/1fi" LAMI CONSISTING OF (1J LITE OF 3/tfi' ANNEALED GLASB AND (1) LITE OF3/16" HEAT STRENGTHENED GLASS WITH A.090" KURAR.4YTROSIFOC PVB(SY KURARAV AMERICA. INC.) OR.D90" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) ' L. 13116- LAMI IS: (11 LITE OF iB' TEMPERED GLASS, AN AIR SPACE AND 7/16" 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) M. 13116" LAMI IS: (1) LITE OF iB' ANNEALED GLASS, AN AIRSPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF V8" ANNEALED GLASS WITH A .090' KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLER° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS:' 0X" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3) 1 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130D. SHEET GENERAL NOTES.............1 GLAZING DETAILS ....... ..:..2 DESIGN PRESSURES:...,..3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 NORM SECTIONS ........... . 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .......... ...... 8.11 Materiel Min. Fy Min. F„ Steel Screw 92 ksi 120 ksi Elm UtreCorG 155 ksi 177 ksi 410 SS Elm CleteFlwO 127.4 ksi 1B9.7 ksl 6063-75 Alurninum 16 ksi 22 kill A36 Steel 36 ksi 58 ksl Or, 33 Steel Stud 33 ksi 45 ksi B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300, C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, AGO. 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5:SHUTTERSARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. . 7. REFERENCES: TEST REPORTS FTL p645, FTI- 464F, FTL-4647, FTL4648, FTL4649, FTL4650, FTL-4651, FTL4723, FTL-4957, FTL 495E AND FTL-5063. ANSI/AFBPA KIDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL I B. 3EM ESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZL 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZABOVE 30 FT, ONLY GLAZING OPTIONS WITH'I-EMPERED CAPS (G-L)ARE ALLOWED. N.VENICEFLNPS (NI)4e01600 . . CERT.OFAUTH.p29A5 sroau'; I NTS I 1 +.11. 1 . 4040-20 tVDUCf R6VLSTD.' camdvlB�'+imlle qaN° •,t....= ..... dleine Cade I yew Na •D D.D �21 i Dne Inm Dadz Yra D 1 1lpunit I P p 1px f '� 1,1DEN8p'•�Ai * i Na. 68705 '•. ,tr V 7, if `. A.1rtONAL tEt1A A. LVNN MILLER, P.E. Part# - Description .Material. 1 r ' {` " 1 r r s J 71 KDmmelling 4SG TPfrSpacer System - " - r72,O0aGex. Super Spacer n)(ixlVl Hot Mett.Butyl See this Guznei Dumseal Spacer Shell for! 1 r P Materials 1 12 Vic SFL 74 Cardinal XLEdOSpacer:+ I r {xl ", G`uss'ei71='; ... _" 4 7,ee6a6e970 \mil REFERENCE TE6FREP REPORTS: FTL 70 37 I I I 70 �L.LLL- 1.11"ANNEALEDOATS NGTHENED GLASS +u�I:tL 3/16- ANNEALED OR HEAT STRENGTHENED GLASS PVB 11TERLAYR HEAT 090 PVB INTERLAYER --�1/8'ANNEALEO OR HEATS RENGTHENED GLASS 3/18'ANNEALED OR HEAT STRENGTHENED GLASS F-+— 5/16- NOM. — :!16" LAMINATED 5116" LAMINATED GLASS 80,8 or 82 7/16" LAMINATED GLASS 83,84 or 85 NOTE: OUTBOARD EXTERIOR INTERIOR LITES MAYBE .. 1 11,74 a.--�y _ v. v - ta.trax.,L]t.• IpP(ALL�SECTIONSj ., :.VPGRAGED; 00/16" `WITH NO CHANGE IN r•pyg^= DESIGNPRESSURE. j I KURARAV TROSIFOL 12-NOM. 12'NOM. PVBINTECRLAVER 16 GLASS SITE 46 GLASS SITE SAFLEX`PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/6" ANNEALED OR HEAT STRENGTHEN GLASS W16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAVER .OW PVB INTERLAVER 1/6" ANNEALED OR HEAT STRENGTHENEDGLASS WIG' ANNEALED OR HEAT STRENGTHENED GLASS 5/1V I-AMINATED ., 7116"LAMINATED AIR SPACE AIRSPACE 1/8'ANNEALED OR TEMPERED GLASS 1/0'TEMPERED GLASS 13116' NOM. 13/16" NOM. 13116" LAMI IG GLASS W/ 5N6" LAMI 86,87,88 or 92 13 LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 ALUMINUM SILICOI^IE ' .HUT-h ELT a'JTYI. REINFORCEM1 ENT PCLYW— DESICCANTRLLAREA - eTRUCTURAL - INITYLENE '-" 'Sq 6'NOM.- FRODUC REVISED - 'SILICONE •'£� ,:T' 5ltfi"NOM. SEAL I mPiy,ngwilh Um RvWa .:: Al"' 3�IVNOM. SILICONESEAL R'Ibi, CnJc STRUOTURAL c 1/4"NOM FOAM BUTYLB YISOBUTYLENE WITH ROLL{ORMED 1 qu:<a No 1 •�S I7H DESICCANT DESICCANT DESK �AMlA STNNLESS STEEL Lx ilai Use 1'jOZI EXT. GLASS EXT. GLASS EXT. GLPbS EXT. GLASS bGm i Wl Pradmt 111II Il r 'I Y LYN i INT. GLASS INT. GLASS INT.GUSS INT. GLASS :Q�, LICENgF •., (�F� P KODISPACE SUPER Ta DURASEAUD ve XL EDGE"' = TF :' No. M705 Tz f1 4SG TPS SPACERONXT"' SPACER SPACER =v CQ :O STA OF 1 1011 TECHNOLOGYRRNE MA '� •"�1ORIDP •' ��� N. is'i Ines ions GLAZING DETAILS .. ...,....' .. At�Et'1.G`"� CERT.OF PNTX: 1'II I C_—flI ••��••••�••• ••�•. w.rn,e.r rcron LI \ \� JI L{J •rsM.e w+' n.+m. .F A. LV L R, P.E. .oramu;rq';y.p_ e _ BHnM.. FLiI 2+'11 4040-20 G FL P.E.#58]05 - _ 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION 3A� ED QN'FLP, W9P. WjyDOW TIP-T -TIP ME DIMENSIONS Y r - WINDOW HEIGHT GLASS TO ! 63"` YP ' TABLE qp +W0 "�800 01 i80.0 +8d0� •800 +6001=80.0 +800 80.0 +800 -80,0 +BO.d 80.0. 4 C 1 0 A$ M n h +W 0:t80 0 +BO 0'+80 0 8q:0 +80 0 : 80.0 +79 0, . 79.0: ,14�6Y .L1: AB,M- t80:0 $00 +-800', '�80,0 +80.0' ADO +60.0 -80.0 +76.8 78:8 +77.3 •77.3 -5.9 631/8" A,B,M +800. A0.0 .80.0 80.0 +79.6 -79.8 +78.2 -78.2 +76.9 -76.9 +75,4 -75.4 +74.0 -7 0 UP TO 53118" C,D,E,F,G.H.I,J.K,L I +80.0 I 8a.0 1 +80.0 1 -W.0 1 +80.0 80.0 1 +80.0 80.0 +80.0 80.0 +60.0 80.0 +80.0 80. STANDARD -VIEW &'RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE M 3/8" m" W NB' 63" 72" 74" TABLE 2. ]6" 48 A B,M +80.0 80 0 +80.0 -80 0 +80.0 80 0 +80 0- 80.0 +70 0 70.0 +70.0 -70 0 W A B,M +B0.0 -60 0 *80.0 -80 0 +80.0 80 0 +79 8 -79.9 +70 0 -70.0 +70 0 -70.0 +70.0 -70.0 D2 ' .+� xlel AS,M i�ybl .B9fD '-'-se0 +60:0 -80.0 +aorol aaP 768! W 118" A,B,M +80.0 A0.0 +BD.O -B0.0 +B0:0 20.0 +76.0 75.0 +68.0 A8.0 +66.J -68.% +G5.6 b5.5 UP TOW 1/8" C, D,E, F,G,H,I,J,K,L +80.0 80.0 +80.0 80.0 +80.0 80.0 +80.O 80.0 +70.0 -70.0 +70.0 -70.0 +70,0 -70.0 ISTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TALEI ISED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS - WINDOW HEIGHT M INUS SAS H HEIGHT(MAX. WINDOW HT. W/ SASH =76"FLANGED AND 75"INTEGRAL FIN) WIDTH PE GLASS TYPE 17118" 1 .2211116' 1 283116" 333/4" 395116" 441L16" W318" 651511E W 118" D E F J K L° +80.0 80 01 +80.0 1 80.0 +80.0 1 810 1 +80.0 1 80:0 1 -70.0 1 -70.0 1 +70.D 1 -70.D 1 +70.0 1 -70.0 1 +70.0 1 -7 GLASS TYPES: TEST REPORTS TABLE 4. A. 91T LAMI-(1/8"A,.090,1/8-A) FTL4M7, 4648, 4723, 4957 B. 5/16" LAMI - 1/9"A..090,119'HS FTL4547, 4648 C. 5/16- LAMI- 118"H5,.0.90,1/B"HS FTL4647, 4648 D. 7/16" LAMI- 3/1WA,.09D, 3/16"A FTL4646, 4885 E. 7/16- LAW - (3116'A.09% 3/16"HS) FTL4045 F. 7H6"LAMI-(W16"HS,.090. 3/1WHS) � M4645 _ 0r12VIV L44I.IG-1/3'.T-AIR SPACE 5/161 LAME •(118'A,.040.i(2: :: -- FTL4648,4723 H. 13116-LAMI IG-1)B'T, AIR SPACE, 5/16"LAMI-(1/8-A,.090,1/6"HS) - FTL4646 I. 131I6" LAMI I0-1/8' T, AIR SPACE, 5/16- LAM]-(118"H5..090.118-HS) FJL4646 J. 13/16" LAMI IS -118' T, AIR SPACE, 7116' LAM] - (3H6'A.090, 3/16"A) FTL4649, 4650 K. 13/16"LAMI IG-1/8-T, AIR SPACE. 7116- LAMI -(3'16'A.090,3/i6-HS) FTL4649. 4650, 4958 L. 13/16' LAMI IG-1/8' T, AIR SPACE, 7/1V LAMI - 1S'HS,.090, 3/16'HS) FTL4649, 4650 M. 13116"LAMI IG-1/rA, AIR SPACE. 5/16"LAMI -(IIWA,.09D, 1/8"A) FTL-506 '.MEETING ISA H " _ - I]- TING RAIL -x" s O" MINUS SASH KT MEETING RAIL HT. .X. --_H NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN SURE OF+84.O PSF OR LOWERA HOWNIN THE TABLES. NEGATIVE DESIGN ? Q:' PRESSURES ARE UNEFFECTED. = #:. N°.58705 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES B EDUCTING I"FROM TH GED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125)8"MINIMUM TO 38- AKN.IU -�'•� 4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY _ S �'� 5. REFER TO ANCHOR OUANTITY TABLES 5.8 FOR ADDITIONAL DP "".tom O ' LIMITATIONS. 1010 TELHNOLOGYDRIVE;F( WQ N. V6NIOE,f131215 DESIGN PRESSURES %y+s •. uRIDF,. •G�a°, La111eo-Im9 :rr /pNALIEN1p JR a64Wn G Nd cx4r4cEsnnssx6Er. - _ DSt+r. aRAuOiisti9° ALUM. SINGLE HUNG WINDOW, IMPACT 'IIII11II " o5x Pt_ ° M"na " ® s.,.rne 77 u - A LYNN MILLER, P.E. sxi4D NTS "3 :• 11 404420 7G FL P.E.# 587D5 53IV MAX FLANGED WIDTH , 521/8-MAX.I.F.,WIDTH ,a.. . r U 495/8 MAX FIXED C� i - DLO (ALL) D i•. rx4 ]6 I 1 i. 41 I;5 I �A I-r 1, + SEE DLO 1 _ MAX:. : ` T5 MAX u .. LF')" 'A IF LE j D HE* HT SEE DLO HEI HT SEE DLO HE[ HT L TABLE O j TABLE O 76' M 78' MAX. I. L - 76• MAX FLANGE L FLANGED FLANGED HEI HT -- HEI HT ---_ HEIGHT . SEE DLO SB /i6 TABLE X / MAX' SEE DLO E SEE DLO �� 5 E (MAX-) I! / SASHT TABLE X NO d TABLE X �j NO E4 vENr DLo (ALL)' DETAIL B DETAIL C r VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1/1 B_ E--1 TS MAX. 1 75' MAX. 1 I.F. I.F. I HEI HT E� HEI HT SEE DLO TABLE SEE DLO O j _ MAX. TABLE O j I MAX. FLANGED IL FLLAANGE. HEI HT 1 HEI HT �1 20" // 20' SEE D407P8LE SE^" j SASH E: DLO TABL[ X /, SASH .. -. •d` HEIGHT' •:r ,d !. - HEIGHT -.- �. .•. PRUDUCTRDIDSFil-..- t ._ - <OmdnNar�Iuem 6lmfba . • DNlding Cwk n«wu�oa (- 63D. Dgg B gyim600 Dam 7G21 DETAIL D DETAIL E By VIEW (CUSTOM SA RADIUS TOP (CUSTOM SASH) mN' am 1�QDao r NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. r 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. __ *:' NO.58705 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS BBC) ARE BASED ON A THREE OVERTWO FORMAT. 1NO iEG1N000 DPNEi� NVENIM,rt 5 ELEVATIONS ' �NALIENO�N .n m CEPI.OFAUID.N]gR0 ALUM. SINGLE HUNG WINDOW, IMPACT JR S(LDN11 G NO CHANGESTNIS SHEEP. c m Banc s.ra.r em a.r m+ax-. wF A. LYNN MILLER, P.E. ® srow NTS 4 - + 11 + 4040-ZO _ . G FL P.E.p 58�a5 _ .. _ RK &1N5 J.J. �] -. � __ - - �wnaxewuru'_ _ _ _ , 71-1-11��11;--.T 0 MAX. L LiTE OUTSIDE T- MAX. VENT DAYLIGHT —MAX. FIXED LITE SILL 49 NIGH SILL 48 LOW SILL HEAD 68 28 53 z.91 6" 2.33T (HIGH SILL) 52 (LOW SILL) SEE NOTE ABOVE 54 0 ULTRALIFT GQ�-- 12 ONLY ULTRALIFT —@ ONLY SECTION B-13 (LOW SILL SHOWN) ALTERNATE HIGH SILL (H FM MCMOLOGY DME N. VONICE, IL�5 sFCl .ERLOFAUTI.� ALIJA OUTSIDE MIR) SECTION C-C RADIUSTOP BAD DETAIL - FLANGED VERSION) ING WINDOW, IMPACT o - 5 11 14040.720 NOTE: BALANCE PARTS USED' BASED ON SASH WEIGHT 9,10,11, 5,16 -1 N.. 58705 TEO 40R,DN "I"AL' w" A.1 NN LLER. P.E. FLP.E.# SB705 IN 1IEM DWG# I DESCRIPTION PGT# fi0 1635.. SCREEN SPLINE•.135 OLA HARD N 61635K 61 SCREEN CLOTH "' } ":'" -; - '"' 61516 - -.63 505,. GLAZIN G CHANNEL(686 X.500) "' 6533402:., 84 - 116T #fi x1:000 PH48UGLEETEK�r:^'` -706X1- '.67 -. GLAZINGSAPE171SX 12-7A6 LAMI 4 .. '- 62SVI610 G !68 4051A SASH BOTTOM PAL (HIGH BILL)'!. -'84051 �69 -. 405ON FLANGE FRAME SILL (HIGH SILL). - 64050 •'T- 70' SILICONE, DOW791,899,995 OR GE7700 80 A GLASS, 5/16' LAM. O VA.090 PVB,1/8"A) 81 iB. GLASS,5/16"LAMI, IIVA.090 PVB,116"HS) 82 C. GLASS, 5/1W LAA,(1/8'HS,090 PVB,1l8'HS) _ 83 D. GLASS, 7116" LAM, PAVA.090 PVTd,3/i6'A) 84 E. GLASS, 7116" LAM, (3/16"A.0913 PVD,3/16-HS) 85 _ F. GLASS. 7/16"LAMI, (311 G"HS,.090 PV2,3/16"HS) 86 G. GLASS, 13/16"LAMI IG; 1/8'T, AIR SPACE, 5/16"LAN,(t/B'A.090 PVB,1/8"A) 87 H.GLASS, 13116"LA"0IG;1/8'T,AIRSPACE, 51WLAMI,(1/8"A.090 PVB.1/6"HS) BB 1.GLAW.13/16"LAMIIGI/e'T, AR SPACE,51JG" LAM, O WHS,.090 PVB.l M-HS) 09 3 GLASS, 13/16 LAN IG: tN"T, NR SPACE, 7/1W LAN, 0/16'A.090 PVB;3/16"A) 90 KGLASSj13/16 LAMI iG;)1/B"T, AIRSPACE; 7/16 LAMI, 3/16"A.090 PVR3/16'HS 91 L.GLASS, 13M6 LAMI IG; lM'T, AR SPACE, 7/16" LAMI, (3/16'HS,.090 PVT4,3116"HS) 92 WGLASS, 13/16 LAM IG;118"A AR SPACE. 5/16"LAN',(IM"A.090 PV8,1/8" 3 .062 3,65 062 47 FRAME, I.F. HEAD #4071 A, 6063-T6 48 FRAME, I.F. LOW SILL #4072A, 6063-TB 2.908 — 2 374 0 - -. 1 ncnrplY✓�Bw:hlhc floMa _ _ -_ _._ 50 1 40748 FRAME,I.F.JAMB 64074 RWI 'C.& 52 4D09 ISILL LATCH EGRESS LOWSILL) 764009 .062 NOM AttcpitMaD 1-D"D-08 ) 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG THICKNESS 4 71 '• 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 2.714F BY 55 1014 SCREEN FRAME(HOR. B VER.) 61014 ,062 NOM L"'i'"6aae Pmdxt 55 1630 SCREEN CORNER KEYWRINGS 71630 THICKNESS 57 1631 SCREEN CORNER KEY VWOUT RINGS 71631 �.\`a0NY LY/vyv � 58 1073 SCREEN SPRING 7CASP �"�1'K;.'1.10ENSF 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K O FRAME, I.F. JAMB ?''•�,'p '_ 5() #4074B. 6063mT6 Z * Na. 58705 1M073A, 4UJ FRAME, I.F. HIGH SILL = *-. 8063-Tfi (USED AS RADIUS TOP HEAD) 1070l MNOLOGY OfUVE N. VENIGE.Rd12i6 PARTS LIST ' F wwwwrom,+ ORION. B GERT.OFAUN.. ALUM. SINGLEHUNGWIMPACT AoSC1ONA °JR roo NocuEsnssE'NNIWLNA, 1PoC.�E� .�� NTS"6 +14 4040-20 G _FL RE.#58705 "" I� 2 784' i i_.• r 1. O FLANGE FRAME HEAD #4002A,6063-TB • IF FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 q- F. FRAME, 0 aff J� u 2.784 -� IF — I O FLANGE FRAME SILL (LOW) #4003C. 6063-T6 WELD \ (6or50 .738 I SEAAT HEAD AND SILL 2 710 .082 q90 040 _-.na2 ,. -,VIEVV-D-D. ,.. VIEWE E ,. (1/18VIEW HEAD 35 F." ADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FLANGE FRAME JAMB - O ASN026063DTS 17 SASH 830 PLOVER _ FRAME CORNER CONSTRUCTION _ 1.165 .050 .B]8 (USED AS RADIUS TOP HEAD) 1.342 T�349 1.096—� 2.32" z.z79--j .6sz41 GLAZING BEAD, 5/16" N4039B, 6083 T5 2155 1.919 .062 1.>io7 .06z SASH SIDE RAIL .ofiz 31 R4006.6063-T5 I1 21 FIXED MEETING RAIL P3 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) 6.78 #4054A, 8083HD-TB® #40060, 6063H5-T9 p4007. 6063T5 050 .0501�� 69 FLANGE FRAME SILL (HIGH) #4050A. 6003-T8 I 2.838 062 68 SASH BOTTOM RAIL (HIGH) 44051A, 6063-T5 78 .- 1 09S'-f"1-IT- - O GLAZING BEAD 7/16" 04222,6063-TS .678 050 45 GLAZING BEAD, 7/16- #985C, 6063-T5 (USED W/GRILL KIT) 1.090 1 42 GLAZING BEAD, 5/16" #40446, 6063-T5- - (USEDW/GRILLl4IT) rTRfDUCTREt1SED- - _ as '3m�lYing.NN,bet'IaHda Hn`eNo6 Co3c vevrco Nn -Obdo .0$ �?�LI .663 -- .05o h%54a L o T�--�1,097 a` GLAZING BEAD 13/16" IG Y LYN ' `�,�ON....... N4& ��?1i "ULENSF''•.(�F� Q' � O46 44067,6063-TS No. W70522- 4; FRAME CORNER DETAIL re� 7 d 11- 1 4040-20 1 G-1 FL [I ANCHORQUANTITIES FOR 111 FLANGED WINDOWS TABLE5, ANCHORAGE NOTES -'BS J. ANCHORTYPES: I-IWELCOULTRACONSOR#12 SCREWS IWO METAL WINDOW-fiElGHT �- �-,"-34.603: 1 �'546.603� :0�46.60GTj Ijj.­'6 58.603 So lt�,C28.603�i 2-1/4"ELCOSS4CRETE-FLEX ANCH , _ 3: 012 SCREWS I Do o Z3 01. 2!1", u N 0 z 0 z wwow Ro N' o 1�` C - 0 0 2. ANCHOR LOCATIONS ARE BASED ON THE DIMENSIONS, WIDTH FOLLOWING HEAD *181/2' MAX. FROMT6P CORNERS' JAMBS- 17 117' MAX. FROM TOP CORNERS �12'1 12 1 112 1 2 i�; 2:2 212 1 2 2 2;2 2'2 1 �12 211- 2 22 27; i 2,� 2 2�Z 2 2 2 3 2li iq 4 15- MAX. FROM BOTTOM CORNERS 19. 25 6 MAX. BELOW—MTG. RAIL I I I 1 1 1 1 1 1 1 - - -- -2 - 1-1 - -- -- ---- - - SILL - ANCHORS NOT REQUIRED f Z i lj,'�12'1-211ii 2'2 22 2�2 1 2 2 2: i i12 2 2 2'; 2 2,2 2.'2 2-,2 2.2 2 2232.23i3 ,1 3. INSTALL PER THE ADJACENT TABLE ANCHOR CRITERIA OF lI3 C. L' iil 21 2 1,21 2 2 2 11 2 2�2 il-Ii 1 2 1212 2 2 12 2 2 2 2. 2,2 213 iT2 -3 2. 3; -3 j"2 I 3 QUANTITIES USING THE DIMENSIONAL NOTE 2. 24.000 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGEDWINDOWS. INTEGRAL FIN DIMENSIONS ME 1- LESS. ABN 1112il, 1 21 1 2 Ili-21 11212' 1'2 1 j 22 1 I ��Z r 2 2 F2 12 -',-2 2',212, 2� 21 i z7 2 I'S '212 2 33121 2 3-3 C.D.E.FG,[Il 1 i 2 1 1 1 2 , 1 1 2 1 13-i 1 111 T212i"2, .-2,G 1 �2 12 21 3rl,:2, '2, -2 3 "M-2 ?t312,B �t:2 i: 31;i 2 E6315�4 S,7 3. 3.4 4' J4, RE LIMITATIONS: 1 S. DESIGN PRESSU I 32000 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOVE THEM, INDICATE A BOLD ITALICIZED VALUEABOVE MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN SOLD. OTHERWISE, THE "'m 1 2 1 2 2 1 213 , I 1!2 2 2 _3 21-2 iF j ' 2 2�2 213 L3 21i 3ji 3 4121�2 3 313'4 il'i f- 1 2 1 2 1 2 2 1 2 2 2 2 1 j �12 i'�3 2 Al 3 2'3 Z� 21!j -3 12�i �O ��S -,i_ 3 3' 14 lil_ , j3 3�4 1 316 31,11 i 1 � 14 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE 2 3 213 37 dDDO 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE 52 F12 _1'1 .2L,3 2 1 2 2 1 12 2 1 2 2 1 - 2 ABM 2 2:2 2L3 112 2i3 Z3 27 2 21 3 2 3 21 2.3 _ 2�3 2�3 213 3A 2,,,9 3: 3 I 314 3 3 3,4 3j6 3: - 4,4 REQUIREMENTS. F 79 79 C.D,E,F,G, 2 2 2 2 2 2 2 2 2 1313 2 -� 1 2 -i 112 2 , -- _ 2,142 - 2 " 2 - 40.000 K 1,J,I(.L 2 212: 1 2 ' . j2j2FJ3j2?2j!;3k% . - . 2:2 21312 3 2131213 2.4 2 i : ij 4 3 51 i2 3 3�4 . ;5 313 ; 44 2 2 AB,M 2 -T2 2 i'2 212122; 3 1 A 213 -253 2 2 21 2 1 13 3V3 2 2 3 3!3 314 K3 31'� Zlfi 3 3134 4;513'1314T4 TABLE KEY: M6X PSF PSF 79 79 44.000 (DP LIMITED)FTiij H 2 C,D,E,F,G, H,LJ,K,L 2 2 2 2 22 i 23 �jj 2il �%J_ 1 2,2 313 2 iF .4 4 4 2 2 31-313-41*2 2 2 2 3 3 3 2 2 213 2 3'14 2 315 2 3i3134 1 2 2 2 4j 2 dLf5l - 2 2 2 2 2, 2 2 2 2 2 2 2 2-. ? Z 2 1 2 JAMB ABOVE 2 4B tA I; 2 2. 2 2 '2Z'.1 -2 2r - -� �j 3: i 3�4-2i '-a, S� 3 2-3 SiI '; S14 im 5 i;3 I_i2 �4 415 3!4,4; MTG. RAIL' -R0DIJC79WW 2 2 PSF 79 '79 J-4 JANE BELOW J 48.000 MTG. RAIL (FULL OF) y C,D,E,F.G, H.LJ.KL 2 -2 F2 2 2 �2 1 2 2 2 72]-3 2�2 213 _JiLl 4 2 2 2 31� ji2 [3 132 5 2 -41 1 1 _132 2;3 141-21idi'313% 2 2 3 % 1 2 3.3 - 1�2 16� 2 - 21� 4 _2 5� 5 2 2 2 2 2 2 2 2 2 2 2 ji� 2 2 3. -i 2 2 3 2 _? H ARM ill Z _�_1�2 1 14 1�2 35 _2 ir� 3 rdl -3; -4 2 3-1, 4 3 3:4 3 3i3 4,5 4,6 3i4 5;5 r - 2F2 2 2 2,2 213 313 f- 1 1 JAIM ABOVE .......... PSF 72 9 79 79 T L M G RAI ,",j%Y LYNAf C,D,E,F,(3, H,LJ,K,L 2 1:2 2 2,2 2 212 213 "2 - 2 2 3 i�,, -4 . 2 . 3 -4 3-'j 2 2-;'3 2 3 -3�4 2 3-- 3 2 3,4 3 3! 2 2 4 4 4 6 314 3 4 5 3 - 4 6 .2 - 3,4 3 5 _6 A BE iCEN4--. e 1, j US LOW MTG. RAIL 53125 N 705 A'B'M 2 2 2 2Z 2 T221 2d 213 2 2_ 2 i�L '4 2_ I i%j 2314 4 2 2 3. 2 T 3.31� 2 3 jj5.313 2 2 4 3 2 Vl 2 A 3 2 -2 '1 - 4 SEE TABLE I FOR FULL DP 'ZNCHORAGE ZR� hou .="OL. CERT. � AM. I SPACING, 1/1 WINDOWS . ...... ...... ALUM. SINGLE HUNG WINDOW, IMPACT - 8 , 11 1'7' 404&20 1 G JR �'J FL F.E.# 58705 i�i SW� 2 1-7aM I JJ."I ANCHORAGE NOTES: 1 A NCHOR-OPES: 1-114-ELCOULTRACONSOR#12�, ANCHOR QUANTITIES FOR STANDARD,VIEW AND .RADIUS TOF.."NGED WINDOWS TABLE.S. WINDO HEIGHM". .,,' i SCREWS INTO METAL - '��C " 2.1WELCOSS46RETE-Alk. �.P 76.000`�'�' 2-55 '3-912SCREWS 0 ��z 4:00 410� 0 4z Z z 0 Z Z Z _0 0 IN Z 4:Z �O`N cN 'Z ANCHOR TYPE ANCHOR LOCATIONS RE BASED ON THE,,- W!NDOWj-,lG�M N C 'I 710 �e 'o _,L) :10 o N, 0 ,,-o FQ_LQ_Wll DIMENSIONS KEAD�_" �RS _. Y2 i�i 011i 'i-i itir 1 2 i 3 i 21i 3- 1 JAMBS- �7 T PCO ER S S' MAX. FROM BOTTOM CORNERS B.121 I 1 1 2 2 211 212 2, 2 2 1 Z 2 212 2 12121212 5 ­E_WMTG. RAIL '1 1 1 2 j211 1 62iF-2i i�2 1 211 21 f, 2121-2 2 li'ik% -I I 212 2 2 2�2 3 2 212 3,2 3. 2 n SILL -ANCHORS NOT REQUIRED 3, INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF. NOTE 2. PSF CAE.F.G. 71 1 1 'T �i� �. 24.000 H.1,J.K,L :Ej Lf 1 -2 212 2� 2� � 2 2�2 272 12 312 2�2 3�2 21 �3 3 4. TABLE WIDTH AND HEIGHT DIMENSION ME FOR FLANGED WINDOWS. INTEGRAI_ FIN DIMENSIONS AAM El j12 2 , 211 2ji 2 2f� 212 3: 3! 2 21 21 31 ME V LESS. I 5,� DESIGN PRESSURE LIMITATIONS: gl-ZE—BLdCKS—OFfREA—DJACFW�TABI.EWilKA- PSF 68 77 _�3 C.D.E.F.0, 11-1,177117711 1 i 1_11 ,,2- -"1 `A�rrr '.;tl� �1, 32.000 H,I,J,K,L 1 1 2, 212 21 i 2 i -2. 1�2 2 -2 2 3 3 313 2�� 3�3 j 4'3 BOLD ITALICIZED VALUE ABOVE THEM, 1NDICATE A 2 1 1 1 '4: N PRESSURE WITH THE QUANTITY MAXIMUM DESIGN AAM 21 2 213 21 32 3 3:2 3, 3 3�3 i�" -i ifi zdifi 2 3 OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. PSF '2101W, 67 79 CAE.F.G, 1 :�� �l 1 2 2. 1 _2 2 2 1 2 6. SEE NOTE 4. SHEET 11 FOR METAL SUBSTRATE H.IAK,L ill 2 2 2 2: 2 3 2 �-2 2 3 3' -j 3 1 1 213% 41 4 3�2 REQUIREMENTS. 37.000 1 2 I 1 1 Z Z , I , I . , I q L AAM I i iii6l 2 2 212 2 . . . 32 1 � � � PSF 54 79 62 79 2 2 2 2 1 2 2 2 2 2 40.000 C,D,E.r,G H,IWAL 2 I I 2 1 1 2 2. 2 2 2 2 2 ir 2 213 212 il 3_ i L22j 3 13 �'i 3T-3 Jj 3 A C4 =J3 423 4% 3!iij3 5;3 TABLE KEY: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AAM Y 3 33 2 lilY3 V-3 4'3 - i 3 3�3 413 4 �413� il i 3 1�4 LL MAX PSF 1 1 1 1 1 1 2 2 2_.3 2`2 43 PSF 49 79 66 79 79 — _F C,D.E,F,G, 2 2 2 2 2 2 2 2 2 2 2 23 2 _3 2 2 2 3 m 2 2 H.1,41K.L I 1 1 1 1 1 R2 - Li F2T K2 3 - 3- 3 3 4 213 3i3 3] 414 ji 3 J2 �74 3 C! 3 311 3 4Ti 14 4 31,3 6 4 1 JAMB ABOVE 3 3 44.000 7 1 1 _2k% 2T12 2 2�272' 2, 2 2 2rF3 2 ]E 2 2 3 7 1 3 ltl -371 2 T4 2- 1, i 2 4,3 2 W.. �4 2 3i'3 2 2F'3 4�_�V 2 3!3 � =3� 2 ? '3 43 2 4 14W 1 2 1 1 2 t5�� P�UCTREVISW -JANUS ELOW + MTG. RAIL . � A,D 7, FULL PSF 45 74 4 9 79 79 C,D,E,F,G, 2 2 2 _L 2 2 2 2 Miji =4,, -4 -3-374 �2 2_r_2__F2 4 4 33 _3 2 1 4 5 V5 3 4 2 4 3 2 5� 4 48.000 H.1,J.K,L 1 1 1 1 1 1 2 2 2, 2 2 2 j � 3 3 3 j 4 2 2 4 14 2 414 2 3 2 2 HEAD 2 2 2 2 2 2 2 2 21212 3 - _4 .2 43 JANB ABOVE 2' 2 A,B,M 1 1 1 1 f2 212 21 3 3 2-,2 33 ��4413!31313 3, 44 i 3 4. 4 5'4 MTG. RAIL��,,,cjtV .... NA(4f .... .. PSF 41 67 46 67 76 79 jZ.4313 CAE F.G 2 2 2 2 2 3 2T_22_ 3 2 3 3 2 3 3 41 4 2 3 3 2 1 3 5� 4 3 5'5 4% 3 5�4 5 <1 I MTG. RAdL 53.125 '� J�l Ll I El 2=2 2 2 R3� _2 �_4 4 3';i 4_4 1� 4 Y 3 4 4 3 3 4'4 5 5 413 2 F34 3 No. 5870 SEETAB 2FOR A,B,M 2 all: 2 Hl: 2 E2� 2 2 2 2 2 3 _3F3l3T._ii3'3 2 F 3 2 3 4�4 3 4.4 2 3 3 3 4 41114 3 -4 2 -3-1 3 2 474,5 342 4 4!3 4 3 3 _ 4 51 4 4, i FULL DP Gag <eo-leao ANCHORAGE SPACING, STANDARD VIEW CHOPA E SPACING, 0 C'X"�l Nlrlil LWP.E. AleY Ok FL P.E.# 58705 TALUM. SINGGLEHUNGGWINDOW, IMPACT UMS1 0 U N 1.9-,_11 TS 7- 1 0$020 F. __i4M7 -1 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAM BS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE7. ^' WINDOW HEIGHT N1NL155ASH HEIGHTFROMTABLEe _-- _ SUBST 17.125 r 22668 29.211 33.754 39296 44.839 50.382 -55925 AN TYPE WINDOW GLASS '-WIDTW' TSPE,75„y,-U,,.j ❑ NpOp U NrO • U :r OOI ❑ pOp U `�'O ^"U I U y❑NAp .,U ❑ 3v;y U `r'lO�OMp0p ❑ o. ❑ 3`+�}U !fJ N(O U y� cOi ❑ �❑`�O LU �:1U U ONp❑p°1:O U.S ❑ U €P„a? U ON ❑ gUg 5"„0 , U &'O ❑ �O o ❑ N,qOg -3 °' U �.O ::Uy0 U I.O ?19r12$,.rKL J 1• .•1 1 z'• 2 •2. 2' .2^- 25 Z .2• -2 2. •..2 2 J'3 t'2 i'3' ;3 '2 3. 24.000 D,E,F,J. Y.,L 1 � 1 1 1- 2 2 2. 2 2 2 2 2 3 3 2 3 3 2 3 3 1 3 1 3 1 3 1 3 1 4 32000 O,E,F,J, K.L7 1 1 t 1 1 2' 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3, 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 7 5• PSF 79 37.000 D,E,F,J, K,l 1 j 1 1 1 2 2 1 2 2 2 3 1 2 2 3 2 3 1 3 2- 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 6 2 5 1 2 4 5 2 PSF 79 79 79 1 79 40.000 D.E,F,J; f(•L 2 J 2 1 2 2 2 2' 2 R' 2 ^33 2 2 2 4 2 3 2 4 2 4 2 3 2 4'4-3 2 2 2 5 2 4 2 2 4 5 2 ,5_ 2 4 2 6 _--... 1 2 .3 ... PSF .79 .'. Q 1-26_ 79 .= 77 ' 79 79 '. - ,79 .. ,'�.,: : - - 44.000 ' D,E,F,J, K,L 2 1 2 t-' 2 2 2 2 2 2 2 2 �4 2 4 2 .2 4 .2 3 2 5 2 4 2 3 2 5 2 _ ..... 5 2 2 _. 4 5 2 5 2 4 2 8 1 2 ., 2,., 2 3 3-� 3 4 PSF 78 78 70 78 79 71 79 73 76 48.000 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 2 2 5 2 4 2 6 3 5 2 4 2 6 3 5 2 4 2 6 3 6 2 6 2 6 1 1 1 2 2 2 3 3 3 4 PSF 71 79 67 71 79 64 74 66 *77 69 6953.125 D,E,F,J, K,L1 2 2 2 2 2 2 3 2 3 2 3 3 54 2 3 5 3 fi 2 5 3 3 6 2 5 3 7 3 6 2 5 3 7 1 1 2 2 2 3 3 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING PAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 16.776 18.776 21.776 24.776 27.T76 30.776 31.106 ANCHOR TYPE. o O N D S 0 Z '" O U 0 2 u ❑ �'+O N❑ S5 D Z N O U o 2 U ❑ N$S 5 o N Z o Z - 4 ❑ �? Op N 5 S19.125 o N 2 cg8 u Z o N p O N 5 0 Z N H' 0❑ ZOOWWDOW UWIDTH o u D o ❑ 1 1 1 2 1: 2 2 1 2 2 2 2 j331J23 2 2 2 2 2 2 22 2 '2 - 2 2 2- 2- 2' 3 2 -- " 2' 3 2 2 32.000"' 2" i 2 2 2 2 3 2 1. 2-- 3' 2" 3 3 2 '3'-4 2%'3' 4 2 1 3 79 37.000 2 1 2 2 2 1 2 3 1 2 3 3 2 3 3 3 3 3 3 3 4T 3 1 3 4 1 3 1 4 74 40.000 2 2 2 2 F-2T-2-1 3 1 2 1 3 1 3 1 2 1 3 3 3 3 4 3 3 4 3 4 4 3 4 66 78 _ 44.000 2 1 2 1 2 2 1 2 2 3 2 3 3 3 L3 4 1 3 1 3 1 4 1 3 1 4 5 1 3 4 5 3 4 63 72 78 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 T 3 4 73 58 1 72 53.125 2 2 2 2 2 2 3 3 3 4 1 3 1 4 4 1 3 1 4 1 5 1 3 1 4 57-3-76775 3 5 CERT. OF AUM aaae 1, ANCHORTYPES: 1,.-. 2- M ,'PLEAD' 781/2 MAX FROM CORNERS ' I I u' Tv 't '' JAMB5''tT 1¢,MA% ,BOM;T H MEETING R 71 1? MAX.BELOW MTG. R MEETING RAIL 6" . BELOW MTG. RAIL 15'FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCORFROM TA QUALES 7. ITIESAND FOR CUSTOM VIEW WINNOWS FROM TABLES 7. AND 8. USINGTABLETHE 7. DIMENSIONAL HE MEE NG IA RAIL F NOTE 2.B USE TABLE T. FOR ABOVE THE MEETING RAIL AND TABLE 8.M FOR BELOW. 4. WINDOWS SASH HEIGHTS FOR CUSTOM VIEW WINDOWSARE N HEIGHT TOENMA%. S. TABLE WIDTH AND HEIGHT INTEGRAL FI DI ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE Y LESS, BdTESIGN PRESSURE THELIMITATIONS!' ADAN CET � - TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A ANCHORS DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN BOLD. OTHERWISE, THE DESIGN PRESSURE FOR THE RESPECTIVE SIZE 12E AND AND GLASS TYPE AVAILABLE. 7. SEE NOTE A SHEET ii FOR METAL SUBSTRATE REDS. TABLE 7. KEY: MAX PSF SEE TABLE 3 FOR (DP LNRTEO) 112 FULL DP HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD - 2 -JAMB ABOVE 4 MTG. RAIL TABLE S?KEY:" - Fsooun'a vise mmNying wiO IM Fuian MAX. PSF n°�laiva coax n�.ePuvw Noi-063bZ8 (DP LMIITED) 112 E.ry Du ,CA2I - JANB BELOW 2 sv MTG. RAIL nti Diner FULL DP '.................. 'cEN NMI'' JAMBBELOW e2 '�Fp MTG. RAIL No. 53705 = SEE TABLE 3 FOR - G FULL OP =p •. '�? jr, A LYNN MILLER. F 4040,20 1 G FL REM 58705 (�T NOTES 1 14.MIN EDGE "- \YE%TERIOR INTERIOR[ 1: FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY' _ `) - 'ALL HEAD AND BILL' IL �WOOO ANCHOR', a'APPROVED 1WELCOULTRACONSOR•1V4"SS4 CRETE.FLEX�. MINIMUM DISTANCE FROM (UI-tRACQN ANCHOR) ( ) (SE NOTE 263)'�. -CONCRETE t .-. 'ANCHOR TO EDGE IS'1'3/4" FOR ULTRACONS IMO CONC., 2.1@" E D FOR 2+112"MIN EOSaE RETEANCHOR 1:- •- 2x IPJOOD BUSK 'f ' " ULTRACONSAND CETEFLEX INTO CMU AND CRETEFLEX INTO CONC. TE 1 .} - + v ' , (CRETEFLEX.!)NOHOR) :� ,;(SEE+ ry {SEE NOTE 3) 1 MIN EDGE 2 FOR WOODAPPLICAAONS)N MIAMI-DADE„COUNTY,'USE 012 STEEL SCREWS . _ ,I = 114°S54 CRETE-FLEX FOR05TAILS'B,l4DOR0.131"Ox212 COMMON NAILS (F1657 NL CM ,3.35 KSI MIN • ' r. fF " '• 5-07 Z(6E))'BE PENNY SS•ZIKC COATEDCOMMON NAILS TYPE STYLE 10—FIN MOUNTED I t• .d r .y.,.' CONCRETE �'° I'' ONLY SEE DETAILS E, FAND GTHIS SHEET),.`. ^: �' •4 I _ ,�^— '.'3WOOD BUCKSDEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE 1313' OPTIONALI TOTAL THICKNESS IS LESS THAN 'It2. 1z WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE MIN. WOOD BUCK INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE - _ (SEE NOTE 3)—' 112'7HICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE - 1(q^ 1(4": ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. M i 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF IM S 6063•TS AND A MINIMUM OF 1I8"THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, _ SHIM D DETAILS THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OFAd5" v THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOODBUCK.S. THE ANCHOR. SHALL BE A#12 SHEET METAL SCREW LNITH FULL 7.1(A' .EDGE (CMU) _134"MIN. EDGE(ULTRACON INTO CONC.) • 212 MIN.EDGE(ULTJCRETEFLEX INTO CMU CRETEFLGXINTO CONC.) - ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN NOTREQURF�ATTHIF,SILLO.OFFUNGEDUNU-3 BEOSE D KF�DGF�(CONQ,)-: 1 ^s; �.: ;U0.L+ I-.• _:'S"ANCSORBAE 1/4 ' _ .. .SHIM— •. " 6. FLAT HEAJ%ANCHORi ,WHERE REQUIRED, MUST HAVE#12 TRIMFIT HE4D : MIN T.MATERIALS; INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME IWO 1f4'MAX.SHIM _ ' CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE - CONCRETE ANCHOR, 1 MINIEDGE FLORIDA BUILDING CODE, PH BELOW MEETING RAIL. (SEE NOTE 2) r�:) WOOD ANCHOR. , PH BELOW MEETING 3.35 KSI MIN. CONCRETE RAIL. (SEE NOTE 2) �— R1.5 KSI MIN. CMU INTERIOR (ALL JAMB DETAILS) lx BUCK IONAL WITH SOLID CONCRETE OR EXTERIOR BSTRATE (SEE NOTE 3) R DETAIL C DETAIL D V TYPICAL FLANGED JAMB ANCHORAGE lie 518"MIN. EDGE 2 if2 EMBEDMENT 1!4° SHIM MAX. WOOD FRAME WOOD FRAME _SHIM "•.`-.__ EDGE .• .. 'S�`7`�, .,° i-••T_ 131"DIA'MIN.', x21/2"NAIL,2-1/2'EM A — EDMENT AT CORNERS :..131"DIA. MIN.AN05'O.C. E'mx21/2^NAIL, F100DRAME • AT CORNERS Miami eadao AND 5" O.C. 5W MIN. EDGE L.131'DIA. MIN. sai ui ull 1f4 1 x 21M' NAIL, I O , `�,(,ONY... NN./ � MAX AT CORNERS �1:: VIGEN,, SHIM AND 5"O.C, 2.l Q-EMBEDMENT `� * NO. 58705 .P DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G (SILL) _ '• * _ TYPICAL INTEGRAL FIN ANCHORAGE ' N.EENIOE,OSYCRI ANCHORAGE DETAILS 'pFy+ •-�ORIDf.... 'G(Ul��p �NAL EN�xxx n tear. ov auw.xmm ALUM. SINGLE HUNG WINDOW, IMPACT G A. LVNFI IvI1LL�R, P.E. _ JR OSBS1] REYISEOTOMATp/NEWY01]FBCM'C/IORAOE. re m.r,ar x m." - ' .n° o�sa:•*: u Broaa HTS 11 > I1' 4040-20 G FL P.E.#58705 Fx Pf1N5 J.J, 2 w 1 ^. WW�� ram, DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. ,1070:Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. m iam idade.zov/economy 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 A shall not be valid after the expiration date stated below,. The Miami —Dade County Product lection (In Miami —Dade County) and/or the AHJ (in areas other, than Miami —Dade County) reserve to have this product oiimaterial tested for quality assurance, purposes- If this product or material :rform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ iediately revoke, modify, or suspend the use of such product or material within their jurisdiction. Ives the right to revoke this acceptance, if it is determined by Miami Dade County Product Control iat this product or material fails wineet the requirements of the applicable building code. tact is approved as described herein, and has been designed to comply with the Florida Building: luding the High VelocitEag;l' ane Zone. IFTION; Series "PW-720" Aluminum Fixed Wind''iT - L.M.I. u VAL DOCUMENT: Dso. MD-720-820.1, titled "Fixed Window Installation Guidelines", liroughil l of 11, dated 04/12113, with revision C dated 06/06.1 7, prepared by manufacturer, signed d by Anthony Lynn Muller, P.E. be Miami -Dade County Product Control Revision stamp Notice of Acc . .:number and expiration date by ade County Product Control 41` RATING:. Large and Small Missile Impact Resistant Each units ermanent label with acturer's name or logo, city, state, and following statement' "Miami -Dade County Product Control Approved", unless otherwise t,I, of this NOA shall ;be considered after a renewal application has been filed and there has been in the applicable building code negatively affecting the perforaance of this product. ATION of this NOA will occur after the expiration date or if'there has been a revision or change erials; use, and/or madufacture of the product or process. Misuse of this NOA as an endorsement duct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure with any section of thi' NOA shall be cause for termination and removal of NOA- TSEMENT: The 'NOA number preceded by the wordsi Miami -Dade County, Florida, and ay the expiration date�may be displayed in advertising literatiiie. If any portion of the NOA is then it shall be done i3. its entirety. 'ION: A copy of this entire NOA shall be provided to the. user by the manufacturer or its and shall be availab5 for inspection at the job site at the request of the Building Official. 'revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as Sroval document mentioned above. ed documentation wa- reviewed by Jorge M Plasencia, P E f a =Dae-,.F�b G!20 1 ,9, 7 age I l PGT Industries, Inc. NOTICE OFACCEPTANCE: EVIDENCESUBNUTTED DRAWINGS 1: Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2: ; Drawing No. NID-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. E STS 11 Test reports on:'l) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201'-94 `3) CyclicWind Pressure Loading per;FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, 'D a PVC fixed window and -an aluminum sliding glass'door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTT"I spacer system and XL E4ge7h1 spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 Wand FTL-8970, dated l l/16115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. " h' (Submitted und4b previous NOA No.16-0629.14) ' 2 Test reports on:.1) Air Infiltration Test, per-FBC, TAS 202-94 r 2) Uniform Static Air Pressure Test,.Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC,,T 202-94 4) Large Missile Impact Test per F86, TAS 201-94 5) Cyclic Wind Pressure Loading pet FBC, TAS 203-94 ''6) Forced Entry Test, per FBC 2411'.0.2.1, and TAS 202-94 along with marked -up drawings and installation diakram of an aluminum fixed " window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. e . FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) o.,3. Test reports on: °F) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,. Loading per FBC, TAS 202-94 Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC; TAS 201-94 S) Cyclic Wind Pressure Loading p_4,`FBC, TAS 203-94 along with marMd-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory; Inc., Test Reports No. FTL-3835 and kfL-3850, dated 07/18/03 and 07/31F03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Jorge M. Plasencia, P.E. -- Product Control Unit Supervisar NOA No. 17-0614.11 ?. "Expiration Date: February19, 2019 I Approval Date: October 12, 2017 E-1 'f PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014) and FBC-6th 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 T: Miami -Dade DePartment of Regulatory and Economic Resources (RER). E. MATERIAL CERTII+ICATIONS L . 1. 'Notice of Acceptance No.46-1117.01 issued to Kuraray America, Inc. for their h "Trosifol(V Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, ' g ' expiring on 07/08/19. 2., Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their SentryGlast (Clear and White) Glass Interlayes" dated 06/25/15, expiring on 07/04/18. " u 3: , TREMCO Part 14o. TR-14271E EPDM exterior glazing gasket complying wi&the following: `a) ASTM C80§pecificafion for Dense Elastomeric Compression Seal Gaskets, "-' Setting Blocks, and Spacers with Option U exe piions. b) ASTM 13412"Standard Test Methods for Vulcanized Rubber and Thermoplastic M .— Elastomers4`fension of 1600 PSI. c) ASTM D393B Test Methods for Rubber Property'- Compression Set for,22 HRS 158°E. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and 1 herni6pi,astic Elastomers of 143 lb/ in. i lt,. Sorge M. Plasencia, P.E. Prddnet Control Unit Supervisor / NOA No. 17-0614. L1 tkxpiration Date: February l9, 2019 Approval Date: October 12, 2017 `+1 E-2 i. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4 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. 161372B issued by the Product Conirol 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 3, 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. -1 s" ' (Submitted under previous NOA No. 13-0502.03) r 6: Laboratory compliance letter for Test Reports No'''FTL-3835 and FTL-3850, dated 07/18/03 and 07t31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.' (Submitted under NO.4 No. 03-1105.01) G. OTHERS' T. Notice of Acceptance No. 16=0629.14, issued to PGTtIndustries for their Series "PW- 701i720/820" Aluminum Fixed Window— L.M.L" approved on 08/04/16 and expiring 1. on 02/19/19. 8i . 7. Y i E-3 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12, 2017 L-REST TAN y :. m.lt IOMPLY WTI � - —. .. .:. I, INCLUDR THE l � � ,' //(, 48. TIP, -TO TIP WIDTH: qg"§UCKAMI ••• -..,......L...,,.x Ir`�41'bi1CKWIOTH=1 �. H2.THE OUTBOARD UTEIG )MUSTTEMPEREo FOR MASONRYAPPLICATIONS IN MIAMI-OAO-ECOUNTY.US ONLY FEN COUNTY APPROVED MASONRY AACHORS.MA IRIS EDFORANOHO(t EVALUATIONS WERE SOUTHERN PINE. mc.. INC RETE MASONRY UNITS AND CONCRETE WITH MIN. K51 ER ICHOR ME. AIL WOOD BUCKS LESS THAN 1-In' THICK ME TO BE CO SIDERED A INSTALLATIONS, 1X WOOD BUCKS ARE OFTONALIFUNR SHE1E STALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICT UA54X } IE1.1rz THICK OR GREATER. IX AND 2X BUCKS (WHEN US D)SHALL I DESIGNEDTOPROPERLVTRANSFERLOADSTOTHESIR LRE. OOD EL'CH CE9IGN AN,0.1U.4TALJATION I$TNE fZR'$PONEII THEENGINEER,(EOR10R4RCHITECTO�REOORO"(AOR}' pC, ANCHOREMBEDMENT TO BASE MATERIN. SHALL BE DEMO WN, ...........e �n,nrn.—a+Dunce bF Sl II PHI EMBED M. 44-1IVVISIBLE LIGHT WIDTH III 2" MAX O.C. T_ 96 TIP -TO 45-1/e VISIBLE _���III UGHT WIDTI DESIGN PRESSURE RATNO IMPACF RATING �'ANES�_ _'RATED FOflILPRGEBSMALL SEEEHEET525 HISSILE IMP ACT RESISTANCE v � i j�.F-e/4B HUCk WIDTHS,; I [{ III'_' 44-11e•V1sIBLE ��JIJf II LIGHTWIT8 -u R.11F 2• MAK C E,SHEET8 E,SHEETI SHEETT G, SHEET G, HEETO B6 i I - aucH L — - — HEIGHT T / VISIBLE B3-1/4" LIOHi - 1 LIGHT HEIGH HEIGHT V MAX. B HE O.G INSTALLATION SHALL BE DONE BYOINERS AND IS BEYOND THE PE OFTHESEINSTRUCTIONS. - I jl kill 6)MAlleSHIMSARERECUIREDATEACHANOHORLOOATON ERE THE PRODUCT'IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAP LE B- it ?2"MPX.OG yPT'� F,SHEET� 2,MAXH, SHEETS "'^B--I I--1 .00. OFTRANSFERRINGAPPLIEDLOADS.WOODBUCKS,BYOTHERS,M"T BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM Y VMAX. SHEETS5"MPX.O.C. MAX THE WINDOW. TVA. FLANGED F TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ])DESIGN PRESSURES: ELEVATION TES D UNITE ELEVATION (TESTED UNIT) (TESTED UNIT) A NEGATIVE DESIGN LOADS BASED ON STRUCRIRAUCYCLETEST PRESSURE, FRAME ANALYSIS AND GLASS PERASTM E13M. S. POSRIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, FR STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSISAND GLASS FIGURE 1: 12.00 SHAPES AS SHOWN BELOW ORSIMILAR, MAYBE USED BYINSCRIBMGTHE SHAPE INABLOCK PERASTME1300. C, DESIGN LOADS ARE BASED ON ALLOWABLE' STRESS DESIGNASO. B)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTY.E WINDLOAOS CORRESPONOINGTO THE REQUIRED DESIGN PRESSURE,THE33-ln%STRECHSIINCREASEH] NOT.BEENUSEDIN . THEdFORN-O?THIS ATIQU6T. NC18L090pURATX)NF HORS} A USED IW CGNTAWATION,OFANCHORSINTO WOOD:ASSHAUL MEET COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTNE FLORIOABVILDING CODE FOR CORROSION RESISTANCE. 0) REFERENCES: TEST REPORTS FTLJ035. 381 M12: ELCO MAK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROMTHETABLES ON SHEETS 25. ANCHOR SPACING TO BE V MAX FROM CORNERS AND 12" O,C. MAX FORALLCURVED FRAME /f MEMBERS; SEE FIGURE I,THIS 6HEET. Ir O.C. WIDTH F- WIDTH J-I [—WIDTH--{ F-- WIDTH MAX.- / - f"' — — 1 T , ' T— 'l T r -/�(�'c:- Ill ly� i.0y y a' =I � 111/� � MAX. L J L — — J 1� ULTRACON NOR: ELCOCRETEFLEXN0NANSOAF&PANDSFOR r - — WIDTH ---�'WIOTH—� i�'WIOTI+I F'�lM1'IOTI-'- WOODCONSTRUCRONANDPIUM1IIIJUMDESIONMANUAL TABLE I' 10) THE 720 SER15S USES A PVB INTERLAYER, THE 820 SERIES USES AN SG IMTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. CODES I STANDARDS USED: .A17 FLORIDA BUILDING CODE (FBC). 6TH EDITION .2014 FLORIDA BUILDING CODE(FBC), 5TH EORION .ASTM EIW OS .ANSIIAFSPA NDS2015 FOR WOOD CONSTRUCTION 1 wu_/ m 1 � 11L J H : WIDTH t WIDTH " -I F^ WIDTH +{ 'f'^ W!DTii � .ALUMINUM DESIGN MANUAL.ADM-20 5 ° w p I w 'SG•='KURARAY SROSIFOUu INTENAYER•BYKUR RMM' ERICAINC. I .AISI MMO e . RISC 3fiG10 'PVB'='KURARAY TROSIFOL PVB INTERLAYER'BY KURARAY AMEBIC. INC. rylK 11nc4P54n SMeI M 1 LAM WAc-ABPPVB-WTH9) 2 61am1 1E H9-.090'PVB-3'1B'HS) - S 0 1-1/10'LaIII. IGEVIVT-711VAT-3116'M-.090'PVB-Mib•HS 2 4 1-1118'LanLIG H9) 3 6 A.1 0-TSG-3-3118'HS-.D9b'PVB-311C 1119'LeM MI6•An•.09P SG•Y15M 8 ]I18'IaM 18'HS-:OfIM SO.9I16'HS S ] 1-1Ii8'LamLA I10 'T-T/16"All-YI6'M-.09Y SG-1116'An 3 4 B 1-tlifi'Lemi. A3 i6'T-]I16'AII-311T H5-.090'SG-?/16 HS S 1..1 ANCHORAGE TO FBC 2017, 1 I 5ti C1 y N K 0 c C7 N Q dlc0 X R N Z O `I (9 ` QJIn m -T 0 C, Z LL In o � V (wJ a W O_ uxoip pc�S y-E1 FZQ i3 C> 7 nN _ Z O H- J _t LL G W ® Z U) Veee N 0 Z iZ Z J �4 O X W ED a[ _ n V rr - i TPHLL Window Design Pressure(+!-, psif for_Glassrypet 617R lg 76 09 04 6E 92 - 96 11W ' TON. 1+1 3p (R9-f J80 .180E Iba :+fbD +l B] ',.. IRO .m .f I00 N9 -I "0. .140 HdD• ' :yea+, , um . Hdo HdJ Hbo ' . wao .140 - +Leo a-w • HRg _., . abo - ...,Lm. HR0 .Im .l.- 38 .1R0 +/b0 H.W .Ida +180 +fBO .f.79.7 H.77.2 .I-751 a14J4 'rf-Tt2 30 +!80 a180 NIw +180 - +18a +1-791 +1d5.2 H-]25 +I-703 +1455 f183 d0 .Id0 +IRO +180- H-]90' +I$2 .I- ( .LTL3 y61B 42 H80 +/RO H80 ' tl 4 +114.3' 1.7t9 a/Re.2 f& 7 *Ibt6 H590 -L58.2 44 +11 .180 •b)59 +/.75d '.I-T21 HbB9 +IR56 +/ 22 HeS] +15/5 c HRO a-n.z rtne a.ro.t .I.BSB .Ida+1R0.3 nb]] 48 +180 +/-]93 a45.6 H.719 +1833 a1849 .181. --I852 __- .1887 a)dit H.59.7 p 52 H.791 H-756 H-72.4 .1aA .,S 1 +I415 'A 54 +IR4 /T38 1-705 +L67.3 /d3.5 SO +'750 /-T2 1886 55 +l i! I-RL3 14W S _ S0 +n21 188.1 IAS rl Tl /L7.1 64 -- 6e 4853 - Bl-rle H-0] Wndow Design Pressure (+h psrQ for Glass Type 3 mgs n) 0]-716 72 T8 80 1 81 I 98 IRI S6 100 IN lmlT 30 .IEO .1d0 +IAO +1-00 ,IdS Hd0 .F97 alga ,a .IEO .Ibo 32 a78o +/80 .140 +/do .m 080 .1d0 +IRO ,180 .1Ao +f80 34 +l-00 +7w HRo +Lae . do +140 Hdo +/R0 +/da «140 Hb0 3a Hm 7d0 +/40 Hb0 HRa - afb0 alai .IRO +IR3 +Ida 7e0 30 +IRO +1.60 .140 ♦/b0 «IRO +f40 +1: alb0 +I +I-T0.4 +/d43 40 aIRO +180 a180 .180 H80 +ld0 +/a] +I-ldl 73 H-r35 +Fr0.9 H-09 42 +180 +Id0 1d0 ;/a le0 +/ ./- 17 11 HR96 rtreg H 2 44 080 HRO LLO 7780 /80 H778 I74.1 1-A09 14H5 1839 s N +Ib0 180 I-BO +180 l792 +175d lit.] 1-68,1 Ibs.t $ 40 .IRO Hd0 / H FP2 HY3J 1W5 1458 L7 SO HE0 . 180 +r.A4 1-758 +1 it0 I87.5 v . Y 52 .i :iN/RO y' 00. .. 71.P.7 '. /735..•«199 54 .r-00 IRO' 798 «-re-,-TIN 58 +180 1.8D I]r.5 H-aB _ 50 ./80 1-794 I75.4 00 7)80 1-17.6 .nay 02 +140 -1-75.8 84 .1-788 .1-76 88 T72 31416 .1449 � I cL_ Tit r I-AMINATEO PL f GLASS STACK 1 t ,,::i 'n: �D90rPUBlN �.. YER Ir.,..r�' • -YRVVVI as coryply Building C xpA-xo._ Evpintlen ey mlam4-0 USED ATCUfiVED -l- f, oEME49ERSONLY 29 5!8' LONGSIDE Qv 114I0' O.C. M/A/''IL�� - CIA. BITE `- `3% _ % SB ET NOCHANGE EXTERIOR 111 20 13 L -' GLASS TYPE 1 ° r---+... 61i .'.t-.LONQ 510E SHORT > 910E CON Q 6 TABLE DIMENSIONS MAY BE aIi E� ORIENTED VERTIC4LLY 0R OLLo HORaONTALLYASSHOWN. Z m oc UUd g° rzY 4: 1-1116•NOM, G EO In a 2 -ASS STACK Gi-ASS SSTACK p Z m 116•HEAT W16"TEMPERED CLASS 9DEENGTHENED GI ASS 116"ANNEALED GIA39 1116"FIR SPACE .090-PVB SHORT 11 INIERL YGR �'''1 USEDATCURVEO 'I�Y)1 RAMC YE\6EA5 ONLY m % MAX, OIA,r^,DFOrE LONG i.. .. 13 c :I 7 . s1GE EXTERIOR � C a R7 21 13 GLASS TYPE 3 P51p Y I SHORT SIDE THIS SHEET, #. n No. 55705 SI"NAL16�G�a SHOWN. FOR FI]WGED WINDOWS. SUBTRACT 1-FRONT THETIP-TOTIP DIMENSIONTO OETERMINETHE SUCKDIMENSION. AAN, ROUNO UP TO THE NEXTAVAIIABLE SHORT OR LONGDIMENSION. A. LYNN MILLER F.E. AL WINDOWS, FIND THE SMALLEST WINDOW SRE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, P.E4 SKIM PB LE4.. .. h e < = f 1'-^ Window0esi9n Pressure(tl/}psQkrGlass TyPes284 .e ... - 4M _a4.e. _B8__.-_.:92. 1,•. W *--'0`1MI .14 y110. ••,- 120 129-i 41Z0 d N-1>2 133:a ✓140 19iao.a0- i N"', .."Ito, ". }a0'Ji' .+90 I- ,:.re0 _.+150'+• v;.rb0 . ,rAo-P: o `•'Roo"a{D :. 1;.FOb ,, •,.Hao• ..80- ,Im X.SI } 32 a8Q' AO -. +/-0o +lao ry.00' H80' w1t0•• `rl80.' +180' +680,180 ::+150-. +I-90 HEO' +laD^--+6do-•& At0 +1.80 H.00 :+1t0 .lAo' +Ito fla0 M80 Oto +/.00+ItO .ItO +Ito Ht0 +lb) +1-80--1 36 +IRO "toa80 .180. .IaO >. +ItO r180 aao ./to , +1d0a80 +1a0 • +1a0 HE) a.Po3a +Iao ato +1a0 aao.. aao . I40 .1t0 .1.80 +lto +14D.1e0 +ra0 .lao+/to ,Leo .Ito .t0 .140 +lao - ..1.e0 .1.6a +leo.Iaoo +I4O +1to •Ito . .rao +/to .]to a +/to +Isoa80 NAa. .1E0. +Ito R.. +1.60 ./AO RtO H80 a.00 4a aao .1a0 .1t0 ato ;to +Ito +1-W '/to ,1t0 96 • t. +fa0 Ht0 +L00 .ItO Ht0 ./80' +/to at0 ,180 at0 +189 +I411 '140 +/ p. SZ aao aao +1t0 .Lao aao .L]9.1 54 -140 Hao Ht0 .It. +I-TG6 56.. at0 •/AO -fZ0 .1-79A at0 +140 ,ItO W + - R.Da 6a w R-80 -00 67-]IB +180 SHOWN. FOR FIANGEO )WN, ROUND UP TO THE AL WINDOWS. FIND THE Ato'IAMINATED GI»SS STACK 09, 3/16"HEAT STRENG ENED GLASS S A 11 USED AT CURVED FRAMEMEMBERSONLY 29 ` EXTERIOR a 20 13 GLASS TYPE 2 plyyw ih eacomM9 .the FI /tla 9ulltllRg CktlO, NOI4No [17A6,14 M iEwi-JU D is 02/79f2079 - �Mfam„ a Fo Yc(.Gonl N - NO CHANGES THIS SHEET. P N .ey A 3 RACTR ORL NGDIM NSIONOU.MNSION TO DETERMINE TIIE BUCK DIMENSION. +- ESHORTORLONOOIMENSION. Y^ C) ry OW SIZE IN THE TABLE ABOVE WHICH THE OVERALLOIMENVCNS COMPLETELY FIT WITHIN. �Op ' N K O 7 N O Z Fg r JW W z LL od 1U1uu U Wyd a y � 1-1116-NOM TABLEDIMENSIONS MAY BE n W �4 Z VkY 'ISS STACK VIFUMINATED ORIENTED VERTICALLY OR o m R N F GLASSGTAOK HORIZONTALLYASSHOWN. -zO " 3 0LONG - J O INTERIAYER 3/16"TEMPERED GIASS NIVIAEATISTRENOTHENEDGLASS SIDE J Q M AT k 31i6° HEAT STRENGRIENEO GLASS F— LONG SIDE b $ N W Iaa45 3THENED GLASS T/16'MRSPAGE .0SV'PVBINTERIAYER r 0 Z w J eHSIDE ORT 5 kkr Qom' N Z USEMBERS ONLY- SHORT d E C "FRAIytE MEMBERS ONLY 79 file° :. SIDE D 911E .. ..I -GL4659TE - $ �Z n< a(7 R 1t .. u w -w ni>i EXTERIOR Fes- LONG 610E -� LL ❑ D.R G st 21 13 0 GLASS TYPE 4 sSDsloe SIDE L 1 *.r No. E8705 --u : V• I1AJ� _ SHORT APO ST p •ru_- —I SIDE 17ONAL ALYNNPE P.E59]OS 953735 . Window Design Pressure(+p, ps(1fo�Giass TypaS -Lag 6Me n Of )2 . T 0 0d + EB 92"^' 88 - I. 104 09.U2 30 •`''+9W 1254 +90L1 W+W 1J-D.6 OAT:5-+9W-105+9J1IW +WI-t045 s9W.103.5 r9ry.1025 +901-0W]'15W.9T9 132�'.i •9W1169 9W.112,,11 !90110'.10ie 49W.9&T +�HW95] -1W/-923 ir9015DR-1-.1UU3 +Ib99 JE4 ' 34' " +WLWB9 !9W4 90 �95.t +9W.91.B -N.882 ""+I-84.4 = • +W 5 •1E01 +1.]9B- '�N-"N4 . JB +9W-1020 +90.97.1 +WI./a9 Nb55 +1$ 5 +1-79:7 V-T72 .1461 N-13.4 N.82 :3B +9W-90A •99.93.2 NbE32 +/bez. NAfl1 +LT52 NA25 •I]03 Nb0.5 +IS6.J 40 aWl-%S a/53.2 a1e1-]9.0 +l-77.2 '+47S3 +1-71.3 Nb7.9 r155.1 Nb3d NEL6 42 +W1.911 +/-6M1. •IE.1-W.4 -144.3 aLT13 +/E8.2 aJ8 7 +Ibi.6 .159.E NS82 44 +IA03 IJ 4 Nd-T5.d N-]2.1 -•/b&9 HE5.6 NE22 +/49.] +1 FS 46 +)E34 N20.8 N-l-D.8 +/.]0.1 N.BtiO +I535 •1b03 NST]]+I-193 +1-1+b]1.9 +/bB.3 +I549 +ISLS +L5&2 SO .ISn9 µTIS N-2+1-m.3 aIb6S +1431 +I59] 52 •1. 91 +l-]5.8 H.IEB.R •I&5.1N61. +/-P3.B +17+Ibi.3 0.63.5I T2 al-6NIc:3 " 50 BO +I-%d. •!-r2 +I-i0.3 +IS9.] Nb8.8 alE5 ' - :84..' 'LS NEfl3 _ 77-Tl8 +18T Wmdow Design Pressure (+I., pal) for Glass Type 7 M3 I 67a18 72 1 ]e 1 00 ea 08 93 96 IN 109-i12 30 a9W190 re0•-130 MW-f30 +9d-128 +9bAx2.8 +PoI-119.0 a9yq 10.1 «9y-11T �6 +9d-112T +p)/-109.9 32 «9N-130 9-WA 5.1 +EWAIB.9 + 114.9 +BW-111.5 +9 MBA +991dOC.3 a5ry-192P +M.101A +9W.99A 34 49p'-123.1 +96'.1164 +9W-IH] +W IMS W-103.0 r99h99.] +9016 ] a991B2.1 5 +/g9 +1-8&6 98 •9W-118 +9W-109.8 a9W404.6 +91Y-1W.5 +9W8B.0 +W -03.] a/yp +I47,3 +qQ.3 N612 39 +901-011.2 +9W-1W.2 ZW-9].9 +W19a +=41.1 +IA0.2 +i24.9 a(01.9 a/76A +1-)a.9 40 +9W-1W.9 +90'-09.R +SOY 4 a•AF90.1 +A022 +/E9 71 O.S +1-]8.7 +/-]0.9 +I,S9W-103.2 r9a'-95.1 •9p-012 +/A6.8 +/85.2+BW99.1 +%y03I +/E9.1 +/452 r141.4 Ins +l-0].0+9W.9B5 +W161.3 Tl 710 -1-TB2 Nd54 +/-01.7 NS81 ,S 46 +9WH15 NH96 +S9a r1d12 N-n2 U-]i9 +l&90 +/-b5B60 176A +9Wn14 +18T.8 a15;1] .+/]94 N-763 +/-T13 NETS 3E.'.+IW9 +120a./-n ]98 vldfi +1-11.0.. 56 +143.5 / / lb.4 ex +/-094 al. "al.ea rim 0-ma+/aa 88 N-n.2 1 TI16'LAMINATEO •„GW53 STACK 3116'ANNEALEO GLASS - ... a USED ATCURVE O FRA lER50NLY 29 o1i-SO.C.MAX GLASSBRL LONG 310E 2 EXTERIOR SHORT SLOE ]D `Y 13 GLASS TYPE 5 L I.;, - •F"-.iLONGSIDE---- -,.i SHORT SIDE TABLE DIMEN510NS MAY BE OR VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1fITNOM. GLASS STACK ITI- D GILA STACKCK STACK SAW TEMPERED GLA99 NIV ANNEALED G-SS • 3/18"ANNEALED GLASS SS 3PACE ,090' SG INTERLAYER SHORT 11 SLOE r- 5 USED AT CURVED AiL1ME fdEVEEYSEFS ONLY o 5/0' @N918. G.C.Iwt%, -„i 'GLASS ORE •:- p LONG - 14 - ' S1DE EK EPoOR a T 21 13 1 GLASS TYPE SHOR v 310E NOTES''' 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM THE TIP TO T.P DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NE AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURK WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABIFABOVE MICHTHE GOERALL DIMENSIONSCOMPLETELY FIT•WTHIN. 4) THIS SHEETAPPUES ONLY TO FLANGE AND EOVA4LEG WINDOWS. 00 NOT USE WITH FIN-FTUMEO WINOOMIS. , W n.a OIla r n .r9 p � M � W N QJ� w Z eg Z LL m t- W uncap 2 W � � UU$ ea ❑ J (7 'oN 0N0 gE ~ g W ¢ O v Q 8 h iX IaayS si ? iX N %H- Z _O A. � 51i +w as I1 '�' 0 aaue LYNV O •'��ON 10ENyp III.; No.58705 AOR� $ i SyNAL /T",... 11 Et1. A LYNN MILLER. R. - ,iABLEI� c c Lr 1 �f. S+Window Design Pressure j?r Qsi)for Glass JD 's 32" 190 43] +9N-i]D" *9W.130 +501130,.a 94 WIN /.IN :.:8 �58011]D .01.131) BO 9W 130+ 'a9014J0 80 1 - +9N430 •9W-t3J ._ 3 7 .+9N-13p -+9N4 96, - 901A� 901-1ffi .400 x+9 130' ioW 13D f 104 `.v '+9W 136', a901.131 10&42 ffiI T30 +90F13] 152: ..+9W-19 �'+901.130 H6 9W 13D a9W.1 ?120 *;+oN 13D 190 -134 ".90I-13D .9ry.iffi lm7Z777M77r7iSS., 901130' +9W-1S] 90(-q30 +9W-130 yY330 +9W 130v'.+90f-130 140 +90I-130 -'tN 90'1]D. +9W-130' 34 +9W-IN •501-IN .,,I0 a9N4J9 +9W-130 a9N.i3) +9N-130' '+901-IN +5W430 +gW-IW +9W+190 +9N-13] +90�-030 9 -130 a9N4 +9W-13] a901-130 _38. +901-t3'l. a9N-13D +901-139 +901-ip +9W-13u +9W-133. -130 •5W-130 +901.130 a9d430 +9W430 +90'4D1 +901.1,90 rw.Iw 52 .9W-t3] +AL-13] " 90 +90I430 •9W.130 +gN-t30 +90-130 +90-iffi. +9W130 +9N-150 +9W'-133 +901.133 +9W-130 a9N-130 +9N-13] .gp/429.2 •9W-12T.3 40 •9W.191 +W-1N +gW.iJO a5W-130 :'a901:1 +9N430 ��9N-130 +501-130 +9W-1ffi +9N-AI a9N-t2J.2 agN-1II 42 a9W-130 a9N-1 Ti +901130 a I-130 ". •9W430 +gpl-tb +9W-im .00139.3 +90.1232 +9D-119.T a9N�ii0.4 M +gN430 +901.130 7w I30 +90430. •90/A30 •9N430 +9W-iffi a9W-1245 +91.119.4 +9W-tt5 _ = 8 `-40 48 +5N-IN +9N.IM +9N-130 +9W430 +9N-IW +9W-130 •9N-1:-0 +BW-130 +901-1N +910-130 e9N.1M .59.12ST •90.1N.9 +9N-1D a9N-INN +90-116.5 +9N-115.3 ^� ___ _ _� _ x 5D "ayW-130 +9W-1'A +9W-130 +,,I +9N-1i1 •9N ffi3 +89,Y-119.. E 52 +9W-IN •901-13] +Samm Hew-Im +504130 HGw.l J m 54 a^,N-130 +901.1L . 01.t91 +90530 _ — - .� 9M.13'1 +501.130 a9D/-13S +3941.129 _ fiB 70-1ffi +901-130 1_ _ ;621 _.+901.Ib .9N.1 ,.�vj. 89 •9W-1s •9M.130 08 +mix BT.110 +9N-130 , NOTES'. 1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE PP -TO -TIP DIMENSION TODETERMINETHE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEST AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MICH THE OVEFALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND ED'JA_.LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS, 71IFLAMINATEO GLASS STACK 090-SO WTEF 3116' HEAT WIV HEAT STRENGTHENED GLASS STRENGTHE .: 4 ti 11 USM- ATCURWLD,.; FRAME MEMBERS 29 510' @it-T/e'O.C.MA% GLASS SITE 1.2 EKTERIOR 20 13 GLASS TYPE 6 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR 1.1/1W NOM. 1 HORIZONTAJ.YAS SHOWN. GLASS STACK T11W LAMINATED LONG j GLASS STACK SIDE R D/i6'TEMPEREO GLASS Nib -HEAT STRENGTHENED GLASS I'^- LONG BIDE —WIT HEAT STRENGTHENED GLASS T_ GLASS 7AWAIRSPACE .OSF SG INTERLAYER SHORT BIDE OR .. � .. i , ....�_ _ _ SHIDET USEJATCURNED :. -..G...- FRAME MEMBERS ONLY 2B . - �11-TR-O.C. MAK GVSBBiTE 1-2 f-•— LONG 310E E ERIOR T_ sao 21 13 SHORT LONG SIDE SIDE GLASS TYPE R L SHOR SIDE .PRODUCT REVISED j :as com,%In9 with the Flddda - :. SMIIdinB Cod. Bnplohen Dale.D2H9/Y019 - ,M m tl ucC� coal oT 1.1 NO CHANGES THIS SHEET. y n 7 H 0 L'J elo0 K °? W <N F� 0 � N O o Z W Z B v n I SU S¢ W 0 F w a 0 ria Z a F y LL � W m O � � Q H ]Z-. N of �m w 3 *_' Net 58705 014AL } , I ALYNNMILLER.F't PiH60)05 1 21rlRUGBUGKSE, INSTALLATION v INSTALL''AT(ON1 r` .EDGE ,..�}rf t GISTANCE OK FRAMING SEE _ . NOTE 2 TH SS ., E2 .S �._ 4 x t TYPE C .y K i s E L l� ,.Nr TY ,I I'll c ,INSTALLATION Sf - -„ - '+ t Y -, .. y_If �r+"C� r- "f-' - EMBEOMEM ' 1X WOODS TRIP r`SEE NDTE2, 1S9HEk�n>' '6'I as 1 TYPE A 1a,2 „A �: rk SHIM ,. " " H -I NCH RTYP TYPE, EMBEDMENT TAND . ANCHOR TY EDGE DI O DISTANCE PEER SUBSNTAN E BI ISEDGE _jL—yL EDGE S SEE TABLE 8, THIS SHEET -1 1 DIBTA E ^/4' MAX A TYP.ANCHORTYPE, T EMBEDME DEDGE DISTANCE PER SUBSTRATE, 1 S. THIS SHEET SEE TABLE S. THIS SHEEt H USED AT CURVED - FXTFRIOR ' P9 FRAMEMEMBERSONLY rc ., QI1 tX°O.0 WX CONCREN= YEIFMt,I } an• 11 1 _ . 4'_.... BL -j.,-• _ PEFI'A_ (E,w_,—'.. .. WIHDOIW BUCKSlI6HWIDTHT REQUIREMENT Y.3K 1 ill- 4YONTIP BUDKWIDTH LONORETEGMO W 3 L Y WINDOW EXTERIOR TIPd0.TlP lMNOOW WIDTH EOURE EN BE a N a BUCK REOUIREMEM K fu p HEIGHT 1/4•MAX.SHIM --{ I~ HORIZONTAL SECTION,A _A a ry a1,D 0 0 I i TIP.TC-TIP �% (� ///./1 0 X �rc W N WINDOW STEEL / v ///��� // \// O' 0 2 F6 � HEIGHT VISIBLE SELF-0RILUNGSMS TARLE B. V V =1�� LIGHT (G5),SEETABLEB,� HEIGHT= THISSHEET WINDOW BUCK HEIGHT- INSTALLATION s-ar4 METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING EXTERIOR MAMI-DADEAPPROVED MULLION 21 (SEE SEPERATE NOA), ALUMINUM, 6 STEEL FRAMING OR MEL STUD. SEESURSTHATEPROPERTES q..,. _ ` TABLE B:1NIss"SET MT.7_ _ _ 1 S �1IV MAX SHIM AncMf Show.Mm Ed, Dlete9w Mln. Embe4menl Max O.C. 6 wN9 VC*r#144105SScmw P.r. seNlem Pllb( c=n Iafw IT Bo m1n. AMmN55feUa51 A3 A3 w T IIT 65001,,tl G(.3f min. Y9. 2L: 0.043'(18 Ga' 1VOS• M2a1014 61eal samw (a'I P.T. 6M..v Pllre(SG=0.65) &t6' 1.T16° 1T IT mPi. AMminAw ]IS' D.a iT SIx1T5 A969 3!6" D. 1T r. 3 Steel SAP, O[33 m1p. 10' (16 O.C45'(180a)' 12 114.410 GS CxAxFkx IT Cmlcreta (min. ].]5 Rep 1' 13i4' -114"steel UlLaaon N ._M18'Steel 1iYl 1Y C° rek(.Ia2.6 tep _ 2-In Very NM CMJ,A...a` A6TM CB0 2-1/2 1.Y4' 1S Mmew C4ncret409k. 15 ko) 1-1/4' 14le 1T GmIAe4 CMµ ASTM GBO 2-V2 1d0 IT p G ozV p $ f g LL o m J y Z O F IwNs ®� z g F Z a z Z alox O..3- Ltl N Ca 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, •UNGROUTED CMU' VALUES MAY BE USED FORGROUTED CMU APPU INTIONS. SEE NOTE 2, THIS SHEET INSTALLATION NOTES: 1. USE ONLYANCHORS LISTED ON THIS SHEET FOLLOW EMBEOMENTANO EDGE CONCRETE PER DISTANCE LIMITS. ' EMBEDMENT ANCHOR REQUIRE 2. WOOD BUCKS DEPICTED ON THIS SHEET AS YX•, ARE BUCKS WHOSE TOTAL - " •' THICKNESS IS LESS THAN MIT. IN MOD BUCKS ARE OPTIONAL IF UNIT CAN BE .� .l• INSTALLEODIRECTLYTOSOLIOCONCRETE. WOODBUCKSDEPICIEDAS' AREIAW I • TYP. ANCHOR TYPE, EMBEDMENT THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE INSTALLATION F'^ DIS7 E ENGINEERED BY OTHERS ORPSAPPROVED BY AtJMORTM HAVING JURISDICTION. AND EDGE DISTANCE PER. TYPE SUBSTRATE, SEE TABLE B,THIS SHEET 3,FORATTACHMENTTOMETALt THESTRUCTURALMEMBERSH4LLBEOFASRETO \ICGTI(`A1 OcFr Ffnkl Y1_Q PPDRTTIITPFWINDOWFRAME MmMd MIa F, Nm. F, Sled S.rw 02tV Uakal alO Sorew tt041 Eko L44etu0• dkG 145ka1 to kal 4106S EwO SlFlu® MAIM de9Tbl Sa3-15A—. 1 a nkd IU6' ]6kal 99Rd _Gr.A6bL 51W iTkC 45kv 4. It APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA • APPLIESES TO TO WHOLESYSTEM ❑ �'S r� _ IS��N. .... .\�\ A LYNN MILLER PP, PF H59T09 V -- EDGE DISTANCE INSTALLATIONt TYPE E ewdbD eucKsrRR INSTALLATION R.FRAMING, SEE.'' _ TYPE G �"' •..Y s OTE 2, THIS SHEER - - - EMBECMENT k y ]� -� SHIM Y -T!P ANGHORTYPEIEIABEDM1 EMBEDMENT tEM PN EDGEDISTANCETABLE PERSSHETRPTE ET EDGE 6 SEE TABLE B,THIS SIIEET DISTANCE , ' l EMBED.AORTY CN TYPE, EMBEDMENT T E. ' 11 DI STANCE PER SUBSTRATE 11 SEE TABLE S. THIS SHEET UBEDATCURVED EXTERIOR 2B FRAME MEMBER.. ONLY• - . /L� 4]i.11'I,E'•C C.My4 "., CONCRCTE/061U I 'ERANCHOR REDVIREM'9MEN cYT �—• WINDOW BUCK HEIGHT 114-MM. SHIM STEEL' SELF -DRILLING EMS VISIBLE (GS), SEETABLE 9, LIGHT THIS SHEET HEIGHT= WINDOW BUCK HEIGHT- 2J14• INSTALLATION TYPE H EX ER OR MIAMI-DADE APPROVED MULLION 21 (SEE SEPERATE NOA), ALUMINUM, . . SBTEEL ING OR STEEL STUD. EE SUBSTRATE PROPERTIES. PRODUCT REVISED - INSTALLATIONS "� pp in wiq the FlaNEa I emo ,.+ -.TYPEIF,°-" -.i BCC '. ROA-Np -,'17.0614:11• EMBEDMENT COBUOKSTRIP i,'-pir"OORDate 0211912019 �'. 2,T EDGEDISTANCE I EXTERIOR - j V' VISIBI.EUGHTWIDTH= ,� 5 _ _ WINDOW BUCKWIDTN-2-Sv ' WINDOWBUCKWIDTH CONCRETYCMU HORIZONTAL SECTION C-C PER ANCHOR REQUIREMENT AncM1er Sllbsuaro Mln ECye Waianra - Min. EmteEmnt e D.0 Mix O.C. p12a1P14410SS5erew P,.S IumPMBG=0.55) 8/P 14'S' tY mm,, 6D53 min 3/B- O.IIW 13 A55Steel DIB• 0.053'• tY Btnal Sod GC 33 min Ta- 0015' 10 Ga • tY PI]er N14 S" S.. CBS) T. SIAM. Piet MSG-0.55) WIS. 13/S- TV Aluminlm.E003-T5 min. 3B' DA63"' 12- A3531eei LS' 0.0E3"• IY -SIea19CMU. SUM 3112 0.00.5• SGa' tY Il4- 410 SS CmmFlsN u CMU, NSTM C- z-0/T' 1-i/P 12- Mnme sl) OSnnxro(min.S.35kap 1' IGI4" 11C Steel Ukawn Ibnerek lmm. 2.09 hall i' 1314' IV iT 2b-1/7 11WN• 1I2z• UM 1/S -1 ' mNCMGAS 2-1/Y 1S'4- 13' Y1wot.1 UMncan CNmna Qnh 3.5 hap 1-114- 1.- fY PmMeE BMU,ASTMCW, 2-t12 1.Y4" 12• ' " _ O, - B rgq•MAX SHIM —TTTIj. TAIiC[9�lhBS SHEET Re,— 'UNDROOFUTT.ETD CMIJ- VAEYOSNDATY EMTUSEDSFUBRSTGkD CMU AFPUCATIONG. - ,- INSTALLATION NOTES: } IX WOOD BUCKSTRIP. SEE NOTE B. THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - CONCRETE PER 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"1V. ARE BUCKS WHOSE TOTAL ANCHOR THICKNESSISLESSTHAN I-iQ-.1XW000BUCKSAREOPRONN,IFUNRCANBE '- REQUIREMENT INSTALLEDDIRECTLYTOSOUDCONCRETE. WOOD BUCKS DEPILTEDAS-2RARE 1-1@' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE _ ENGINEERED BY OTHERS OR ASAPPROWD BYAURIORITY HAVING JURISDICTION. INSTALLATION I EDGE t'^ TYP, ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO TVPEF DISTANCE AND EDGE DISTANCE PER PROWDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE S. THIS SHEET MULLION VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR NOA - APPLIES TO WHOLE SYSTEM. (Y k 0 O J 0 O F O � laaVS S Z Q g 3 z N z O z_ as w Q 3 u - w *, No. 58705 iA()�•. S TE FT '2,1S,70NAL F 7YP,ANCGIORTYPE - i EMBEQMENT'ANUEVGE EMBED �OISTANCE PER SUBSTRATE 3 SEETABLE R)TWSSHEET 1NS7ALLATION- TYPEI I EXTERIOR . WINDOW BUCK HEIGHT BUCK (EIGHT. 23r6- INSTALLATION TYPE J 'xxwnCD abcxsTRIP''. OR FRAMINL$ SEE "'" - ,1 NOTE 2. TH SSHEET ;El Dls1a �" DISTANCE �_ Eh'BEUMENf i n�INSTALLATION r INStALLATION r' TYPEJ I TYPE K tJb MAX EOGEDISTANCE --=- SHIM q Y I i ' • I } lSlu 2XWOOD BUCKSTRIP OR FRAMING, BEE OR FRAMING, SEE NOTE 2. THIS SHEET NOTE 2 THIS SHEET TYDGEDI ANCHOR STANCE, RSUBSFMC, MO EDGEDISTANCEPER BU WEST E, I SEE TABLE IO, THIS SHEET 114-MM.SHIM INSTALLATION TYPE ECGE DISTANCE #10 STEEL SELF -DRILLING BOB (f..9. SEE TABLE I D.—� r1 4 _ NSIBLE LJGIff WIDTH= WINDOW BUCK WIDTH-2-014' — WINDOW3UCKWIDTH -- HORIZONTAL SECTION E-E -- Andlar SUMbete - Min Edge p6tance max. O.C. S c' 2-12' X .113' Sox NHL: RT. Soutllen PYIe G=0.fi5 SI1S 8' 2-12'd .131' Common Nail P.T seU n Pine G=0.55 3I9' 5' 24/Tt.MS Room Nell P.T. SoIMen Pina 0=0.68 B'S S Cox 1'S1eM St"(GS)' P.T. SowDeen Pine 5G=0.55 12' S O.OBi"A1MmVMm, WS}TS miM1 5I1S 6 1ri5'A36 shN 9IiS S 0,045 1B Ga Steel SNE G. 33 5I16' S g 2X WOOD BUCKSTRIP EXTERIOR - MIN. OF3 THREADS BEYOND THE METAL UUtl tMlt OR R. MING EF. HEET H , E2 THIS. i l I�IWMAXSHIM MIAMI4DADEAPPROVEDMLILLIDk INSTALLATION NOTES: (SEE FRAMING OR SAE MD. STEELSSUBSTRGORSTEERINES, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT ' SEE SUBSTRATE PROPERTIES, AYD EDGE OISTAICE LIMITS. TABLE I6,THIS SHEET 2. WOOD BUCK5 DEPICTED ON THIS SHEET AS`Ir. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1dR',1X WOOD BUCKS ARE OPTIONAL EDGEDISTANCE IF UNIT CAN HEINSTALLED DIRECTLY TO SOLID CONCRETE. WOCD BULKS DEPICTED AS -WARE 1-1n' THICKOR CHEATER.ID!STALLATION TO THE SUBSTRATE OFVIOOD BUCKS TOBE ENGINEERED BY OTHERS TYRANCHORTYPE,EMBEDMENT ORASAPPROEDBYAUTHORITYNAVINGJURISDICTION. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 10. THIS SHEET v' ' 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL DE ' OF A SIZE TO PROVIDE FILL SUPPORTTO THE VANDOW FRAME. VERTICAL SECTION F-F 4, IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOIF RYSTEM. rnuuucY eunain9lC NO[rNw_ BxPlmlion BY / ` �m�nmwae > � y - c9 K R o l p Z z m v'o xLdp ®� FZm h> p 9i Z S O 6 Ip z® Z Z g 3 o o g HN- z D Z G Q ~ Na a 0 x Z 6[ Z MetulY MIn F� NP. P� Stttl Svmv e2ttl I30 F51 Po5119Nwtinum 16 YU 4Ytl A]B Sled dettl mtsl p, 336�151W 3I Fd 0.56.e1 B >N+ '.INSTALLATION'v,' .TYPE M .... EKTERIOR a. WINDOW BUCK HEIGHT I VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 2-314- 2K WTIDO BIICKSTRIP R ; T-' +-.OR'E 21T SEE INSTP NO1E2 T}IIS �$HI MAX 3 SHIM, TYP.ANGHORTYPE. EMBEDMENT AND EDGE USED AT CURVED EDGE I 29 FRAME MEMBERS ONLY DISTANCE 11.7E p C M4X.. . t `CONCRETE/CMV PERANC REQUIREMENT OR REpUIREMENT 1l4'M1 SHIM - r— INSTALLATION TYPE O STEEL SELF -DRILLING SMS (CS), SEETABLE 11. THISSHEEF y I TYPE M e °7 - ' J w s i1 4,1 N,BEOMENT- SHIM MAT(: X-•r�y l..t - SHIM ,..:.v _ iX W000DUCK 2X WOOD BUCKSTRIP NOTE 2. .OR FRAMINO,SEE NOTE 2, IRIS SHEET TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEETABLEII,THISSHEET 1t 0-11 VISIBLE LICHT WIDTH = WNDOW BUCKWBDTH -23I4' WINDOW SUCK WIDTH HORIZONTAL SECTION G-G 21 rtr. 'nun "T E• EXTERIOR B EMBEDMENTANDEDGE U_RI �DISTPNCE PER SUBSTRATE A up TAnLE.I�,7111S,GJIEET... 114•MA%SHIM MIAMI-DADS PPPROVED MULl1Qjw (SEESEPERATENOA)ALUMIMUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES m EXTERIOR v AneM1or SdSSVaM Min. Edge OSWra Min. Embedment M., O.C. Sled tl12atl144fOSSEcrew P.T.Bwll'em Plne SG-11.55) 9116- 133- 3.T Numilwm 606}T°. Mn 316• BIXG-'. ." —Sr A965me1 3I0• 0.0B3••. Steel SNd GC 33 min: WB' D015 la Ge 3.T P.L SONM1em Plne G=0.55 911V 1-0w 37 PJUlmwm 6IMI min. 0.C63•• ].7' 02 w414 Steel SCmW(G6) A3b SmM .1 313' 0.C69" • 3.7' Steel stW Or. ]3 mm. 3I6' DOAA' 13 Ga ].T ill"410 SS OehReK —Nd CMU ASTM OLD 2-1/Y 1AM' :6.T Concrete pin.936 kel 1" 1Jl e.T - _ -`r 114'Slee(GBmcm "' Conerete mn ILE1,M) :L +, /Sl4' BT '- CAnCmte Wh 2nnn _21i U remed CMU ASTMO90' ?-2•ifY Gmldetl OA ASDA CdO 2-1IY f�14" fi.T' Mt6'Steel Mlreccn Cancrela min. J.S ks 1-114' idl4' 6.T GroMed UAU ASTM G90 2-11Y iSl4' fi.T INSTALLATION TABLEII,THISSHEET •MIN. OF 3 THREADS BEYOND THE METAL BUBSTRATE. TAPE N IX WOOD BUCKSTRIP. "UNGRO'JTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, Q SEE NOTE 2, THIS SHEET WSTALLATION NOTES: TENT . 1. USE OM.YANCHORS USTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -lr• ARE BUCKS: WHOSE TOTAL THICKNESS IS LESS THAN 41@. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEFICTEDAS'WARE A1R'THICK OR GREATER.INSTAUATON TO THE SUBSTRATE OFWOOD BUCKS TO BE ENGINEERED BY GTHERS OR AS �' EDGE APPROVEO BY AUTHORBY HAMS JURISDICTION. DISTANCE 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF SI2. TO PROVIDE FALL SUPPORT TO THE VERTICAL SECTION H-H WINDOWFRAME , 1IP APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLES TO WHOLE SYSTEM. M°Wlal Min. Fe MIn F• Glen 6vax VIM. 1. Fa 410Snmw 901W NOFeI Eto Umnand TIC SSEkohe' O 155MU 12).4 Mal 1P Mai RBTke .0 iTIAMnnmm 1.xn ]3 tN p]951ed aB Mn a9Msl D-. Si 91aI SiW 13MJ 46 Mil PRODUCT-REVISED, qYI B IH Una Florida , BNlldl 9ligd NOq-N �T7 CB74.7T Egpligtlqn D.t 21lSt2 Is MIgm4Da dual conWl�- JR-Ofi/OBl4-UPDATED .. ANCHIRAGETO FBC 207. L ILL Y 7 N tt0 ❑ ®z N O iv Q W al°0 K °'1 0 ro -iw 0 = w UUd ® w O hZa 0 �2 arY OZm ❑ O 5 0 m J°ey5 ® Z Z 0 O 5 F z 6 Z p Z' IS nm w O ❑ X Z da � z LL 1��NV LYNN,y.'•A *„ No. 56705 ' (D .� hpmon..NG��': 3 "'o/I�ONAL1E tr. A. LYNN N11LIER PC P ECYT05 oc - 'oma mH oo !I A \ T z mP D< � � O - m m>_ i D0� m ' h29f \ L) h to A LD omo M a mo �o p , < A m ` 2r _ T1 tiz3 N A Sao 1. f� WOAH ..� UmJ� > mF F s �� o o �c m if lllll l//I , Reru%on J`Oa d 4 �b� 1070TECHNOLOGY DRIVE S'm 'o omep ......... N. VENICE. FL 34275 0 C lGM.417 POT U..ES. M. _.r' CERT.OF Al11H.82G298 PI.L WOWS ftEOERVEO O v1 '+y2 4 FIXED WINDOW INSTALLATION GUIDELINES g 4/12/13 N m gH a BOM, EXTRUSIONS AND CORNERS ' J ROSOWSKI 1Rlln 11"-i." PW-720 N NTS IVI 100F11 oz MD-720.820I1 (' m .. e PW-820 � � -•. ..-.... _ _- ].... s:. f,r-�.gp ."•""e .o., s';; '. t PRODU6 C g 'ABLE 12 _ _ _ P]e4 ,. / "�-e0i^L— "i.]e4;.. mw ti- 140a � e I n x #m P6T.Part# (-OexiiPpoq + ,_'.Material 1 4263C Flanged Frame _Alurrh(K)SdU^-- 2 AM Eq..MgFrame - Alum. 6083-T6 . 3 42M Integral Fin Frame Alum. 6063-TS 4 4255 711F Leal. Glass Beading Alum.. 6063T6 S 4254 I.G. Glass Beading Alum, 6063-TS 6a 4270 Installation Fastener Corer Alum. 6063-T5 Ed 4224 Installation Fosterer Cmer Rigid PVC 10 705MC Gaske1t(3t90 calner)olnts) Polyettlylene Vlnyl Bulb Weatherstrip Flex PVO Gum 65 H4 Gay 791 899 or GE 77M Backbeck ing Setting Block Mono YWx7/16 x Bill... Faoprene 0iro-85'+/-1 M29#8 settling stock IG V1Wx 13/3Tx 4^ Neogene, Gum. a5+/-1 x 1-0/4' FH SMS Stalnl e. Steel #e x V Quart PH SIAS Stainless sl STRUCTURAL SMOONE FOAM WITH DESICG EXT. GLASS, 09! .. �p ra en Q74 019 ..; I ,. rrr--- 062 DY j , 3Ti 1 11:3't5 1T y M1am e7s - r 1r .0.00" T 50tl 436- T 500' <30" } .5n0' 1 : r—�1-- .066"noes � �.—.�� OSO•noo- � ! � � .056•uwoe 2T FLANGE FRAME D EQUAL -LEG FRAME 1= ,97r #4253C, 8063-T5 #4285, 6063-T5 O3 FIN FRAME #4256, 6063-T5 NO CHP 1.037- I� G SHEET. I .... TIC—.65tl' �..Y 7/16"LAM]. I.G..GGLASS .o5a INSTALLATION > - GLASS BEADING BEADING FASTENERCOVER - O#4255, 6063-T5 O #4254, 6063-T5 6B fl4270, 6063T5 A •au mO 4 " `IM: GLASS SUPER 79 SPACER0NXT- Part# Descrip8on Material 76 Komnreging 48G TPS Spacer System 76 Ouanex Super Spacer nXT with Hot MeH Butyl Sea this Sheet for 77 Quenex Duraseal Spacer Materials 78 Cardinal )L Edge Spacer 6U1VL& SOGANT FOAM <,/1L/ ' —]NT. GIPSB gULJRASEALOn 77 SPACER SEAL ROLL -FORMED_ STAINLESS STEEL ,< XL EUGET", r I SPACER almclr9 GLASS OOa Qw, ra Z o •aIc Zm 'z o ILI lci d m� 9 w o>a Z z •- Z g y O U ❑ � a IL O Va•IS .I I �i ® V Z 3 Vl OZ as Z O z N ald5 o � C.na .a. . [ae a ins \�nC1Y LYNN ''r, J CENSg'('C' ?*i No. SIMS 9: *_ ) ' 1,'01VAL E \1 fftl lllllll\\ A LYNN MILLER, P.E P.EC59]c5 It MIAMI•D E ME MIAMI-DADE COUNTY ® 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 (NOA) www.miamidade.¢ov/economy 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 ) nyyn%Jurisdiction (AHJ). 3 JusNOA'shall'not be valid after the expiration date stated below. The -Miami -Dade County Product Control &&tio;i (ln.; Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right ta.h4yg'this product or material tested for quality assurance purposes. If this product or material fails to perf�rin n;,the accepted manner, the manufacturer will incur the expense of such testing arrd the AHJ may anmediately revoke, modify, or suspend the use of such product or material within their jur sdiction. RER r`eseivestlie cght to revoke this acceptance, if it is determined by Miam —Dade County Product Control Sechor�that th s product or material faIls to meet the requirements of the applicable building code. Tlrs product is a as -scribe -rem, to comply witlrt3te Fletad�Bulding re High Velocity Hurricane Zone. : Series "PG.T'Y:Clipped Extruded Aluminum Tube Mullion — L.M.T. AL DO mum ube Mullions", through 25 of 25, prepared by manufacturer, dated 08/29/11, with •.revision C 9/17, signed and sealed by Anthony Lynn Miller, P.E., beatng the Miami -Dade County Product -vision stamp with toe Notice of Acceptance number and expiration date.by the Miami -Dade )duct Control Sections JG: Each unit shall Lear a permanent label with the manufacturefs name or logo, city; state, es, and following statement: "Miami -Dade County Product Control Approved", unless otherwise I ENE}FrAL of this NOA shall'hie considered after a renewal application has been filed and there has been doeh iige iri the applicable building code negatively affecting the performance of this product. TETtNITNATION of this NOAwgill occur after the expiration date or if,there has been a revision or change fii fl e;rhaterials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement o 'dfiyproduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to.acoInply with anysection of this:NOA shall be cause for termination a:tid removal of NOA. ADVERTISEMENT: The NOA number preceded by the words 1viiami-Dade County, Florida, and folio v %y the expiration date nay be displayed in advertising literat4e. If any portion of the NOA is ilispl2ye ;,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to tla user by the manufacturer or its drstr}l} i&.and shall be available" for inspection at the job site at the request of the Building Official. TliisN-OX'revises NOAH 16-0218.03 and consists of this page 1 and evidence pages E-I and E-2, as well as approyai document mentioned z}i9ve. The sub`Tilted documentation wig reviewed by Jorge M. Plasencia, P.E. 4i s' NOA No. 17-0636.01 MIAMWADE COUNTY /F i, s: Expiration Date: May 26, 2021 i'r7 (Approval Date: November 09, 2017 ?, i�t,i-, • .ti3-A Pa e•1 ;, •,:'':.,,:,cps y fie 3. ;I'fY'T'Yrl�dbstnes-Illc. ,:, NOTICE OF ACCEPTANCE: EVIDENCE" SUBMITTED A.', , ' DRAWINGS . Manufacturer's die drawings and sections. _- (Submitted under NOA No.10-0819.05) Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 ?; through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared, by ";,C manufacturer, signed and sealed by Anthony Lynn Miller, P.E. S; s x TESTS rv, Test reports on ;i) 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test' Report No. FTT,-6443 (samples A-1 tluu E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by 14ailin D. Brinson, P.E. s + (Submitted untfer NOA No. 10-0819.09) Cs , '." t-ALCULATIONS 3<` Anchor verification calculations and structural analysis, complying with FBC:. Sth Edition (2014)' and with FBC 6th Edition'(2017); !prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Mill6r; P.E. Dl ° QUALITY ASSURANCE Miami -Dade De0artrnent of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS .1. None. {" �t Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 •'_- _'': _ , 'Approval Date: November 09, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F: STATEMENTS I., Statement letter- of conformance to FBC-51 Edition (2014) and FBC-6t° Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2; Statement letter: of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G'=, ,'(THERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube MV llion — L.M.I., approved ' on 04/14/16 and expiring on 05/26/21. ±' ";' , a. T.. d fj I Jorge M. Plasencia, P.Y. P duct Control Unit Supervisor NOA No.17-0630.011 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 L f FIGURE MULTIPLE"s �G✓FNINO WIDTH FOR WRIICPL WILL MULL DNs /. 1 DIm DETNIs ,G,H; L /fIL IODETAM 1 �I 1 111 ATHRUG.. EETs P SM �A Ni. CCC13.!1Fh( y,. Y.. HER 0 juL pypl W HOAR( $EEDEfNLE, SHEET$ FENESTRLTION PRDvucrs MAv BEOFAM'TYPE. / III MAMIFACNRFD BYPGT. �SEEVETULs LHOnI]MITAL AL,OX: MJLL SHEEfSN LENGTN HONT.LN1<L MILL - LENGTi ADDITIONAL IXAMPLES OF MULL CONFIGUMTIO �OPEMNG WIDIH� _ y-IMU.U'GTH i— _ it E1.:3q:.. - ,; v RNc HFOR FCA ' GPENING y MULL I' `' NGRI]. HBGM / LDL / MALL SINGLEMUWON L SINGLE MULUON `I --�SEECORRESPONDINGDETAGB A `, FROMROUREIABOVE WOES/STANDARDS USED: .2017 FLORIDA BUILDING CODE r.MSVAF&PA LORIDA BUILDING CODE(FBC). STH EDITION NDS-2015 FOR WOOD CONSTRUCTION INUM DESIGN MANUAL AOM201510h12 36410 EUIN ELEV _.... ... MULL ytry NOT HAVEA GAPOFMORETHAN Il4' FROM THECLIP. M� ,3)THEANCH'ORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLDADS CORRESPONDING O THE REQUIRED TO DEFLECT NO MORE THANU180. WE 113 STRESS INCREASE WAS NOT USED u mALI DESIGN PRESSURE. MULLIONS ARE CALCULATED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION (ACTOR WAS USED FOR ❑iE EVALUATION OF WOOD SCREWS, Be 1. 4) PROPER SEALING OF ENTIREASSEMBLY I$ WERESMNStOILITYOFOTHERSANO 158EYONDTHESCOPEOFTHESE ix INSTRUCTIONS. 1X uREs AND INEO NLYX WZ FENE7ANDONPRODUQ3TODETERMINEPRESS _ IX ;ANLYTIRODJACENTUNOIMATATIMIONENUSIGTHESONTHI$SHEETANDSHEET24.FOETABILPIEUNRB,WNSIER ANCIA)NGE FO COFAMCR UI.IOOSEEEXTPLESON � R AND ANCHOMO E TABLES THE LD WEST DESIGN 'ONLYTWO ADJACENTUN SLID TIME WHENUSINGTHED SIbN PRE_SU E IX 12 PRER UPE OF MULTIPLE MULLIONS OR FENESTRATONPROCUC-'S SHALLAPPLV 12 1L0 H)WHEN FINOINO'YOt1ASIYE1N 1f iC MUL' ION TABUTr� ALWAYS ROUNOWOTHE N�/LT a(cESHOWN:INWETA3LE(fij_ �n 12 U2 L ])ANCHOR EMBEDMENTTO OMEMATEMI SHALLBESEYONDWA LOREBSNGORSNCW WOAD BUCX8 SYDTHERS. MUST RUCTURE.MCHOMSHALLBECOATEOORCORROSIONRESI TMT a 12 W BEANCHORMPROPERLYTOTMNSFERLOMSTOTME AS APPROPRIATE FOR SUSSTMTE MATERIAL DISSIMILAR MATERIALS SHALL BEPROTECTEDAS REQUIRED TO PREVENT �. REACTIONS. EX EX 8) REFERENCE: TEST REPORTS: FTL-8403; ELCO ULTRACONIAGGREGATOR NDA'S - „ - LB 9) MULLIONS AND a-IPS HAVB BEEN DESIGNED & TESTED TO COMPLY WITH THE WE FLORIDA LICATIONS. MULL OMAREONYF UILOMG AND NOWIMPACT APPLICATIONS. REQUIREMENTS TOBE WITH CODE. AND ARE APPROVED FORM ACT PGT-APPROVEO FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ, 11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMSLY IS UNLIMITED PROVIDED THAT WE SPAN AND OPENING ` ' WOTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. rl INSTRUCTIONS: 1) DETERMINETHE DESIGN PRESSURE REQUIREMENT (MS/FPFOR THE OPENING USING THE ASCEO STANDARD. --HOR¢ MULLLEIpTN-1 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPM. 1— Y 3) REFER TO SHEET 26 TO DETERMINE IF WE WIND LOADING IS-RECTANGULAV ORTRIANGULARRRAPEZDIDAP. f " FIND CHOSEN AIULLION9 MUl110NCnhfjjj�t�l(L95/FT�`FROM TABLES IATHFWGH I$0.0N SHEETS 6THROUGH ^.O RE$PECir IF1Y. USING T EMULLION TYPE LENGTH AND OPENING WIOTFiOR HEIGHT(DEPENDING IF THE MULLION IS SPANNING'VERTICALLY OR HORIZONTALLY). THE M LION CAPAC LBSIFT OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (I FOR THE OPENING OBTAINED IN EN iH 6) OM TFIESAME TABLE USED IN STEP 4) ABOVE , FIND THE VALUE IIJ THE NETI'WLUMN ANCHORCAPACITY REQVIREO(LBS).THIS VALUE RE RESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BEMETTOATTAJNTHE FULL MULLION CAPACITY. �F�E�pL 1 ' B) ROM THE ANCHOR GAPACRY(LBS)TABLE ON THE SAME SHEETMDUSING YOUR ACTUALSUBWRATE CONDITION (MULTIPLE ............ ...... .re,..,nUno-ry IPDAITPRN MAV APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR MULTIPLE MULLIONS OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE pRESSURE REQUIREMENT(IBSI FOR THE I CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWERANCHOR CAPACITY REQUIRED. WITH THIS PTION MAY BE SELECTED FOR THE SAME SUBSTRATE FORTHE FORTHEENTIRE 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT B PRODUCT REVISED s tempi ing WIN thA Rudd. Building do He".. 17 0630.01 B puguon Pero 05126/2021 ey MUm tlo Pw t Conho I I _ S DETAIL `: OR WOOD FRAMING � - � WOOD fil -(STANDf (OFFSET CLIP SHOWN) Servo ii SXEtT1 .- -- SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMSEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, P) QUAN DW OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT OUANTTTY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D. EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. 3) ANCIIOR HEAD TYPE MAY BE PANHEAD, HE#LEAD OR FLATHEAD. d) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET S. 5) FOR MASONRY APPLICATIONS IN MIAMI-UAUE WUNTY, USE ONLY MIAMI.OPDE COUNTY APPROVED EL00 ULTRACON OR ELCO IIP S.S. AGGREGATOR MASONRY ANCHORS. 1 ' EODE � SESEET 6EEEEETAELES 10.1>e SIDE VIEW RTX wcart i V,Y r1DE BE F F Oppa N W•.. N Q Y Y aL_ Z O O UJ 0 �8 gN PRODUCT REVISED BullEingiGdBWHh IA. FWnd. NO".. 17-0630.01 P pl-U.. Dab 0512612021 * / N. 5870S P.E. 'DETAIL C.- MULLIQN DIRECTLY ATTACHED TO. 'T MASONRY STRUCTURE r (STANDARDCUP'SHOWN) rtN A THE sMu AD OFFSET WU LuP Mar I:E INSTAUEDBY TxIS METHDD EXTERIOR ` wsw6E . .: •FORMISOVRY� MIN 2] hA CONLflEIE CR (N V FRONT VIEW - 1 , ' uuu.wn' j 1 Y e 1 TTP.c GR i--. —. - TOP VIEW b e THEOF16ET LIP IG Fo ^IXDO YS BHi MFY LSPBE V9EO F]R L a a ViXEZFNNIETYPES. b b Q .. TVP.MICXOR BULB IP -iPERbV&SIPAIE. GEETAB[E916198 FRONT VIEW I—i 1AN3.]NSILwLREIEGCMV SIDE VIEW INSTAUATION NOTES: 1) ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) D'UANTRY OF ANCHORS ANDMULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL MFRESENTAMN 'ONLY; BECAUSE TREANCHORCAPACfrvA3 BASED VAR) 'LY ON'YHEANi.=RTO ANCIJOR DISTANCE THE CORRECTOUMTTNAND"LOT.ATiONDFANCHORSMWTBEFOLLOWED,REFERTOTHERTML ONTHE FOLLOMIING SHEETS. FOR OETAILS A-0, ERHERTHE STANDARD OR OFFSETCLIP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. E) WOOD BUCKS ARE OPTIONAL SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMLDME COUNTY APPROVED ELCO ULTRACON OR ELCO 1W S.S. AGGREGATOR MASONRY ANCHORS, MULLION TO MULLION INTERSECTION NOTES �(ULLIP) INSTALLED IN TEE' OR CR( .2)Mfie. IN � L MAYBE NSTALLED HORIZOMASY (S M (SHOWN) OR VERTICPLLV. 3) SEE U-0CUP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MUWON. _ W �..,1 . EXTERIOR st£ IHEE]1L1 HG3n FOR EDGE' DISTiNCE SEETIBIES 16190 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH STRUM. TW. xwa PFN9Ui=FATE. A' `�SEETIBlE01&+98 4 �wwc FGR STEEL SND9 TXIM1NFA 1 H4N FRONT VIEW +e vnAND caMPUANrwITn THEFL BI LWE.n3%w000BPbaGTusv PRRLNMEIi BYOTHEM.EPb. EXTERIOR uSEwaODAxwalsFFcs NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 540, FOR QUANTITY OF BCHE'NS. SIDE VIEW PRODUCT REVISED 6umplying vAM the Florida lieinB caE BOA -Bp. 17-0630.01 Eapl.11. Pat.05126/2021 * No. W?w rt_ TI'I DETAILF I- �I DETAIL G DETAIL F� ,.FIELD-MODIFIEDMUELION LIP 'AN GLEE MULLION WPI� ` BAY MULLION INSTALLAT101 (ANGLE CLIP) e ` _ '(ANGLECLIP) SEEpETAItSAD.� $HE£T62Po M03RINSTNIP.TCN w TOSiiCIFlCSIR8TM1E9. • XNWCN (1 1 O 0131 O O O O O _J ' SIDE VIEW TOP VIEW � I snavmwln rxrx.+zs•.. MULLMN I i I i IYP.ANCKM / � 88 PER SLHSRNTe. sEETAaLp Ia+ro INTO W0031 uut., STANCH..`P. BE µm C. OR WEONSV MOoIP. N`RP-o. TITFII. r^{ 1 NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FORTHE BAYOR JSV X SIT X.12s MULLION. 2) SEET0BLE51B-138 FOR ANCHOR QUHNTITIES AND SHEETS 21-M MR HOLE LOCATIONS. 3) THEW CLIP IS NOT SUITABLE FOR THIS APPLICATION. ANSILE 1. ANGLE ULU ETM 3PEtSRI-TfEo I VIDE OI NSTIUEO INSIDEOF MWL 174630.01 rc INrowWp, STEEL DN.CMU ORAMSONM 1 EWE OR 1 U ppTMCE 2 I rm ANawR vi h LYNly��%i� N0TES FOR INSTA TION OPTION IS3H'. O1) ICENSE L•(��� USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION. i O. -1 2)OETAIL G: SEE TABLESI&146 FO0.ANCH0R QUANTITIES AND SHEET52423 FOR HOLE 6 No. 5BTD5 _- - - LOCATIONS. AND SHEET 22 FOR HOLE- � �AQ�. �. 3)DETAIL H: SEE TABLES ISE OR 16B FOR ANCHOR QUANTITIES ® LOCATIONS. ATE T1 T'(v�� :-T •.Rn. _, .?�!/� A. Lff FL TABLEIA .. - - - _. .- .- ., _.. .._ HtlgM((orhollmGN3Damr®ue) _ ]` a ^_ .ry �Cpenln9 pVldEt(i#eeNeaPfWgmr9mnMBmlmOpmNB - _ ; WN FMmpmf TlapTleiq. BBF ifh[W9NY ^ TaDmlmp TOIn: PspmlWly ibP�6m& "'tt3am_ _ WF mtlm�+/ -9eamnB_ nePINuM 001 N a-L6a^B .'__ ilzp N.. Tnp/M®q T'lamm 910E PNmAuly 1®AbA TWnMA. IA90N9 T tl I6L P?I®WI .Ivb'aH F, .: Ta imlmn WEno _ i' { 1Pob McfmW1 y.,777777i, 14af(fAn9 IwBna WNaipM1V .. �1z2%.fie Mw Tube `: �^0' , Loedna _a loam. S L .lama L Lmin9 . S t" F °W60d S S [pNav_ S ew 9 S a.. -'. S' JFadnO' S S a_ v �5gg53. g �q5 �€ � ii asg a � h �gr� 35g fip�} �y5 �� s ° � a G� F& �a2 I:1 yp�p$8 s1. i@ 12 11-_�'@ gsp g$@ g 5sp Ea q3y 9�} �@ gg 5 YN 111.9 IW 1R9.6 3E 95.3 100 111.6 m 10.9 Im IO.8 W 699 IAe IDA1 319 ¢1 Ne 1WA ]I9 55.0 f0 IOiA T9 N.6 IBe 1W.0 ]10 SA9 108 101,0 ]19 no fW IW.B ]19 350 fist T2 )].f' R51 !1! ]11 m.0 3a8 N.0 311 W 2H 41.6 312 61.3 2N R.8 S1] M.0 ZY ]1.R ]12 W.0 RY 'A.0 ]@ %.0 2N I]l ]U mA 1N IBN )IA SU p}6 ')OB W.0 901 6f.6i YA I10 S51 SS) t21 3B.B M1 621 ]9 30.! i81 m.t Y!➢ ]1.9 3m f9] TB S.6 301 NS 210 =1 IDI 19.5 R1B no 391 I8.] 3i9 ft.0[BF Bi.9 3el I]1 L.9 2R IfD f95 143 N> 1W X.] 3RF21.1 19] 319 3R X1 ip 10.e ]A) ]0.1 1W 10A 3a ]61 19] Nln 526 Bli !Id 5R 1}9 Nl 19B :R 3).0 2O LLB 199 139A WF- ]a1 YY N3 !l0 320' AB SSA. 1W 9A S]0 ]IB 1W 240 i XB :W ]1? Dl 31.1 1% IU 2m 15i 16.0 3L9 Rio 1W g Wb". Al lal ]33 fY Z).p 1M ]3] OR 23i 191 R9 I1. A? 1m 21.1 ib I0.1 W1 Rp 1N 10.0 I01 fY 'R<.0 "I63 Al_ _UB ffi0 _I_m_ S}b_ 1M Ip.Q,-je.1W 21] I, RF 139 RS 1U Ina '19.8 119 li9 IM '1).S Nt9 )6N 1p.B 1M 151 iPo 1&] 10 I6.8 1% RN f]A ffe IL2 IN TAR] F tR atlaN[G 1M1 (a¢Me .Ty LIY FEOUtra[m �c15YtbN. iN'IXo1212m ytp'pco Nam Ye uY Wloe mu 11YSa Ebe 3'tp'Fao L1Y EYolapaw� 1N'FYOU@[tm AWreGeW M®u R"'Qd11 IM'39Eko ApReGtat PT'A!d N29 FI06IH1 FN gem(GS) 6nvv IGS) ]!W a12 bYu1 Boon'+!) AnUgr C6D Paeema EGP RaMce(F 1' EmtNneN 1d1' SM[Mn ®AIS 41n.O.G IgUMVOm OFYpIp 11b IC 9221ae d Anahn®I.IPNYL O.G I6YmxBImOF[OCIp6q. 24 NBIEa 4ArcNae 0YMn 0.0 /R)LSMAbtlWIffq. 33 ]m IM SA/YMn®LLd5'NVL 6G IpyptrID .ISYAIm.l6jiIC WA 9 M[W'a/F6pIFL. S/ 1990e 2AKIM®1.1SM9t OfJ FIYmRb B1 NOb 2'1? 13V' ]YI Me iWb ]802a WA f99Fe ]bb 1' Wd' dWb WA pepb WA '0b WA 3-1T 1.Yd' 6BOW WA 1`Rllb WA N9 Pe WA S11S T iLN ge WA 1BWb WA 2IDb WA I' 1-I/1' 210 b1 NN 11Bb WA U!b WA b1? 4V1' iW IEe 9W Rs NLb WA 1IOPe t90be t• I-tld' 9Hb WA WA WA 1RF[ WA 21? I-1M' id0lpo NIA TEObe WA T9W WA Y bt/1' ]Td lb WP TNb WA 1Hi lb WA YIIH 14/P 6At IEe WA 5600e rv4 9911G NA T T W91Ee WA 1bRW WA ITI Oa WA M1A' 1S'B' NIb 60db W2he WA IT Nlb BSt' 1ST M3M BBS6e W9m WA 4]3Y uM1 SW bt ttPB Le flAb T19W �W 9Wb Y21 Be NIRd 'AN FORMULATOOBTAN THE'ANCHOR REQUIRED' CORRESPONDING TOAN RFASORE REQUIREMENT FOR THE • FIGURE I: FIGURE2 TABLENOTES: I)SEE SII-1 i 6,-;YSrr' momS ON USINGTHE,iABLS AND BHE_R 2; FJP.INF(:IL•4Al'.ON ONLOAONG. SEESHEETS 2-a FFOR GENEFALINSrALIATIONMETHODS. �•'.. �~) ' ])LINE lR RPOLATIONBETW MULLLNGTHSANDIORO ENINGVADTHSISALLOWABLE FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACTOIMNSIONS, SEEGHEETS 2-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE81WCrIOIIBSH]WN ON SHEUS21-9.. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 2.0�' • . FIGUFE4: ANGLE CLIP MUST BE BGURES: USED N PAIRS. FIGURE& 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI WI SPECIFICATIONS. HOLLOW AND GROUr-FILL® CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTN OSO.'WOOD SHALL BE PRESSURE -TREATED YELLOWSOUTHE RNEWRHANSGOFO.M.ALUMNUMSHALLBE6p IGMDBEAMLNIMLM OFAI LHFAST.122YTTHICKANDA36.ALLANCHDRSMTOE META SBH TNDATGIEAST38C�FPN�THREADSBEYOND TEEL� BEATt•X2'%.12S THE MATERIAL. # O &M2 ANCHORS INTO WOOD MAY BESTEEL. IM S S.OR 41D S.5. L 25' MULLION NOn-xo. 17-OM-o1 GplmBgn D.12612021te 05 By mlum � e uq n ro A 'CpCENBF \Q .A... Nm 5870 FP TABLE2A Nil ' J�l S - ��'�.§@ Pn� Tt1018)}) m3419 1%A fiW 1182 Ito m.8 SP] 1m,] N3 .0 w 1W.B B 50) 63.8 'ffi] m9 m] 6b0) 60]aded32 4mW]AS 4z)9se lao433e11Na0 334192 IM 361Ed 1&t21 •4+f1&5 26B _ ] •iS6' �24f-+tee Yt6 lG 2E6M' ?WC ZS Y1.6 tm, 16o Zt5 'Ilt' leB 't6B IYSs nM1` t31,r '3]9 31.9 tffi RO •L's NZ'tot *7 �._. mn Ra iL y9-0 m 25s Sa .1 1. 21.9 xP3 9B 1>0 +B.x 3% re IT +2p a@ 1a] +65 +sv dC ied P +xe 2M 1B In 2B9 1@ E.0 Im 318 1@ 3.1 im M] 1@ Y20 %Q 17.1 t4 117 159 127 tB2 1&1 16) 1I2 1@ 140 �U 118 1@ 9 N 1&6 IN 110 126 t91 1M I., +ID J ' mN 152 t@ 15.8 Ita F. TABLE 20 - AncM1pr Ca ac Tabla ba - SIOaM® 219 (mnrtR 3.Sk Cme. xoIM LMII WU y1B•Elm 1l4'BB EIm a'IB'ENp W'88 slm ApelurTyle'. 116'FJao lMmm 1]d`Eno UOmw >'16'Ekc114ao 1N'E1so Ultraem A9Or<aWt UM1efim gyYpCjlq '. A II CipP T I L FIGURE3: 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE A: S: FIGURE • Ij IIFIGURE L1L� .�I 0 0 t ifiO F ¢m..BxiAaum ,hT ro.... +ss ms 33 azl � ms ra dW ata all 0.7 I[U ale ata m da5 "l-3 +9.5 3N 4e1 m iJ9 all CO 16. ]94 3M1< YJO 26e 97 Sm 149 1BB V? 29 ]1a S2 y1B0 10B 130 led: tVa fle 9S' 2@ iBE 1L4 t1e 143 -.1M i5B tep - 192 I41 iN 0.9 =ANCHOR CAP..m THE'ANCHOR P NOINGTOAN 1)SEESNEETI F(YR INSTRUCTIONS ON USING THETAHLES AND SHEET 25 FOR INFORMATION ON LOADING. 1�Q• �' SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS IOR OPENING WIDTHS 15 ALLOWABLE 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AD 3) MULLION AND MULLION OL1pS SHOWN ARE NOTTO SCALE.FORE%ACTDIMENSIONS.SEESHEETS2b23' 2,000" HOLES TD BE DRILLED DI THEFlELDFOLLOWINGDIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.2]. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Ll qSUBSTRATES: OONCRETMU CONFORRMTOA3U15PE.WooTION5. HOLLOWANDGROUT-RLL6O -� YELLOW SOUTHERN PINE WITH AN BE:ONFORMLU ALUMINUM SHALL BOOSHALLND RWSUBEA MINIMUM IMUM OLEO YELLOW SOUTHERN TO BE TH AN SG OF 0.D ALUMINUM SHALL BE5963•T5 AND RUCIU AL STEEL OF.TO 1' X 2'%.3i5' MULLDN THICK.STEEL STUDS TO BE AMINIMUMGRADE 33 AND.B9A-L CTENDA LE),STRUCTURALREADTOSEAT LEASMTERTHICXAND A38.ALL ANCHORS INTO MAYBESTE EXTEND. LEAST33CREW THREADS BEYOND THE MATERIAL #108#11 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S.OR AW S.S. J Z 2 0 0 0 InD �Z eO LO i n rn i�gn PRODUCT REVISED as comproln wl<M1 the Mrtd ...... taro 57-0630.01 NOIa-No. eaplrabon Date 0S12612021 D I Mlam o uct come t.. * No. 58705 t* - A LYNN MILLER, P.E. FL P.E.# 58705 Tuke jl"",M4M Melok 5gg 3. �[$ pp �[aid Tap BM 1IOo rM n9.B lam t]BY ABa ..+]B.B ... n.B 111G Imo o21 <e» BB ib oo.e !]0 noo 5A1 nB.a 9naB Pa+m0 1a] nan b'1 tSLa n39 118.8 m-IM Im0 0B0 no.0 rat tAxe 103! v0.0 Be+ 11g.0 toR ttR3 1]00j i+i ti00i%tot]Wi110.0'G91 1]]2 bi 1841 m0 1N.9 90i 16'6 T.YI ISi.5 BSI I4p iH!eo +1i9 m3 +30] 511 100.a j]5 118.0 99 gi] 3i 1093 f90 ]A+ ]a IDS j it1 11.6 090 1010 sm +I13 05] ]IO 0W HQ 5(i ]A3 � a01 N 6t.T bA A , ad9A.] l3P]rl ]9).61i1 590. p oaM0 910 M9 eB0 510 -m UO '+]A` 910 'StY tY19. iBN 69+ A5a Rg 188 5]8 tld 51.] ]91 ae ain H1 mA U+ f5B em ]eA faa M6 ]m RF 602 +M o1.0 bl 5].5 +19 SB.g AP f10 US 19.8 ]&l 10.1 1]S +ti YO 'JS] +35 +a9 ]45 AdN +LS !T +31 190 Mfl az] )C11 205 26.A ]h ]1B rao .1 ]2] 2A) VS 2]2 1V 253 91 ¢In ]LL 2g] 3!A Ml R.] mr RAI M :+.g -ivi5.0 we213 20 2].1 A[+ +St a8] 30B aM 10Ab 'N2 22] 21.] 15.1 180 File 111N Il] 315 II.l 1H 19.8 21: 19.1 101 TSB 215 I.- 1!a 1 Me Vz 1M 7. 1!7 IB BY#10067 da. - --- r RLad A . •••1®5r9 :NcMnPW L'[bV .IndnO'.. ! UP i .r ,�IamAN-. .1LwBnp Land � IUEriO 'i:. sha 11 1m.0 IA5 nae TI Igo, 6V a he I+A.I mA Pi.v r[I nJ9 lae2 tmu .a lon Axl E00 lx 51. IDA sr9 qe vol lag 102 +m0 17a0 ?to sl Bm 153' 1U.5 651 Rf Iml +U9 1W] No. Imo i7oa .21 ®] role 5 • I I� 1 -/ 1 /�� I Q + ✓W 1 '✓ I FOIUAULA: 11. one 66A P�.S Ie1A0 ]0]M+ ".A.G 11 ME HI mb YIA0 5l+ 19.a- 5M to'. eW no q+ A,r NA 21.0 go, +Sg HS To -N1 U.1 MO mR 41 all 'Ja0?)4M +1.0 MI r1r NI MO 151 .'80. 4a' XOf'.5+0'�L•.'e' 2!B Sb 1]A eN +N 1)9 gR 11. nW2 b2 N+ 262 51.9 M3 W .510 -1 M+ la A9. TJ.1 Z515 WI g10 BZ•I il+ 21.g it 11.A 150 +15 'AO Me ]® NI 21.] M1 Ib +]4 ffi3 590 No ]Z] 10.) 29l lal 11 1M 29 Ito eNrunR nnPACITY ADJUSTMENT TABLE 38 $Vrc1a1¢ 2A..K' b'- YiB'Eke Nm[w Eqp pmk¢ati r 21nr 'Ont t-1a• 6Y+' O.C194N2POarORal CtlpfflB It 9301b ]9p Ee IS MIrtOG/9.'nnOWCtlpiflon +will Il'OWA IDI'�SAmF Ckq/ffIa 9B iAp Be IWb i Plnksl FLppffb. 91: IW`b 109 Ra grean..1.15•NR O.WFLI.....6C 2fG3s 9i0'An _ _.._ .._�....�.....� ..re.,ne oeneou nun McaOr 111t.Nuaan 1 z-1 t.Y9' .Va f]p WJm[ wee- 1500Wr1gp6N9 WAWA R251N Noma WA WA eucHO0. VALUES Ca aci 3.RWn[. 5I16'Eyp VONom 5.vz 'L b WA B2E 0[ WA ASTHESTAMDARD Taek Ibg VICEk IA.lin r 2-Im rur ]-vf R.Io[ 2WW NA ]WIE[ Slab oblb WA WA IJ52s tI01b WA IWU CLIP. H[Iln Pll] 1/9"Ek[Wrdem 1• 2-urzMWpazl•ErCe FVr 1-11a' 9NIb IW IM WA WA N'A mplly M'A WA tiilW' J1p WB WA NIA � ;Y'�r\��or� F te}Ib WA - EI[[tla"69E[[ m "r IM A 10[ 'A >721ge WA 11-.g.V Apalare Wolb Wp P]W91 RI09Yd 9Piage"I wa Y128bB1 n.-Int) 1Y4.IS'MIr. Maki siI.Kin tl129MAll[M]CNPPatl¢ma Xtlb 4021b 590b W21M 8°w'IN 11MW[IArrtM®J'gLrtOC 1992 ib W21N 1It 11p WA li]tn Wp lip lb 3i WA 2111b ]15 E[ pWb m vei nrs eRF nI uSFD IN THE KA E%AMPLE ON SHEET EON 24 T24 FIGURE I: --_ FIGURE 2.' TABLE NOTES: (IJ� VOV I��-"I1.000•�-^ • 1) SEE SHEET I MR INSTRUCTIONS ON USING THE TABLES AND SHEET 0 FOR INFORMATION ON LOADING T o SEE SHEETS 24 FOR GENERA!. IN'STAU.ATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS, SEE SHEETS 21-M 2'T60" • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESMIC71ONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE FOLE LOCATIONS. ANGLE Hie MUST BE USED N PAIRS. 4) SUBSTRATES: CONCRETE SHALL COMM" TO AG 301 SPECIFICAPON3. HOLLOW MID GROUT -FILLED a37T FIGURE d'. FIOVPESx FIGURES: CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-90, WOOD SHPII BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE MINIMUM OF.135' Irj�'� • THICK. THICK AND AW AMINIMUOR$ INTO METAL SMU-IC ENDAVGE). SIISCTURPLGEPDSBBEAT t'X2.T4"%aTS'MULLKIN UEAI' II THICK. STEEL STUDS STABE ALL MINIMUM GFUND 33 ANDS THIOIGA LE) STRCTHRTHREADSOBFAT IUL�1L-�- .�I THE MATERNL#10&412 ANCHORS INTO WOOD MAYBE STEEL, IM S.S. OR410 SS. PRODUCT REVISED of Inv with the Florida B.II n0 �a4a NOLNO.17.0630.01 _ expiation Data US12612021 By Miam ropml Oontrol U lllllllt \1 58i05 A. 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ALL RIGHTS RESERVED ro°ImMPACT-RESISTANT ALUMINUM TUBE MULLIONS m 55 1 X 2.75 X MULL SPECS .550 Oft AHEETI,�C�T. 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La ]® 1I] 4M 21.2 1M B EO J1i laa 377 19.0 Ot0: .14A R1. 17.1 wl 2a" 11 04 Ill 9.4 E1 6Ub4etn 111lmxmtt L3A WIC. '•••"'••••'•• IN• BBE. SY3'Eleo .-.--- tA.9 /t091ce H26mel_ 9128htl MabTypi 8'16`EIeO Wnaan IN'Eeo Virtmm 118'IXo Yin•EkalMsm 1/4'Sho Vfncm AaPCfieln Van[on Aa'RGYor Boaw lGS) Eamw IG31 8[Ra(03] b111• Nam St13' I• I I�1? I I R-I? Y }tl6 Y aw• a..H• aAN' EQ7 W1aMaf! 1' 2-1R• __.. I• ..... ..... .. :w. �- 4w• t-1N• I-w 1-va• z _1.LP 139' nAea )TE: FOR THE OFFSET FSETCCLIP, USE THE SAAEANCHOP PATTERN AND ANCHOR VALUED ASTHE STANDARD CLIP. TABLE NOTES: FIGURE I: FIGURE2; FIGURE 3: FIGURE4; FIGURES: FIGURES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING SEE • • • SHEETS 24 FOR GENERAL INSTALLATION METHODS • POIL&TION BETWEEN MUI-1. LENGTHS ANDIOR OPENING WIDTHS IS A • • • • • • • • HFF CACTDET92EETS2HOLES NMSSHOWARE NOO SCALE. NDNTHE 3)BLLINA DIMENSIONAL RESTRICTIONS iOWNONSHFIGURES FOLLOWING - FICURE7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURES FIGURES: • • -4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Sol SPECIFICATIONS, HOLLOW AND GROW -FILLED SHALL CONFORM TOASTM600.WOOD SHA CONCRETE BLOCKUNITAN MINIMUM URETREATm YELLOW • • 1-1 �� A OF AND BE A MINIMUM O THICK STE12V ALUMINUM SHALL BE 6GE). SO SOUTHERN PINE WITH AN BG BEAT T AMINIMUM GRADE 33A S BEAT GAUGE). STRUCTURALSTEELBE MAST.125'THICK AND AWOBE LEAST3SCREW THREADS BEYOND THE MATERIAL iH08 ALSHALLETHEK AT O AND A36.ALL ANCHORS INTO METAL ANGLE CUP (FIGURES SW MUST BE USED IN PAIRS.' EELL8-8SZ. R M2 ANCHORS INTO WOOD MAY BE STEEL, 10d S.S.OR4l0 S.S. E.PIraUon Date OS/26/2O27 By Miam a P> on ro ; ,--j 1-000- r-- '1�� �.`o NY LYNN 7'>, �I Pc *: No: 58705 A. 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NIA Yea N1A Wgla - 111 6300JR sex 14 m 2 p6j 4N r3 0 90 rum �rmmc,owve ROSOWSKI BY DGe: R 08/29/11 C .. •) K,t{X.S[R,LiN ;:�laajaeo-lcro " CnMB/. u $ J C JR� WSKI n=Ofi/19' CHANGES THIS SHEET. r•R.cERr: Dr.ulx.Rzs>g 1 nLIDeUNT • OpflRIe4W�11M11611im6yLgBp316J11g mWoreJ arOP nM9 Hatgbt Lh lmr4 lteBysP IdN Jl4rs) � _ e.• M 10p 1T 1R0 1101 ' 6➢N ] 7PO a TOln: P 1: TrapTAEnO 9Ah D° 1 Au 'T PTd 0 i y I] N° N T prtd p Ren 9 T.gOT ap: W[16vW'a� i ylderq fl yd Tr pTdmgl W la pW rf T4Wr 9 L WnJ d,a i3 ga`epry ., iaeASA_ Tny3ltni Pp qW4 •. +mGtq.... T pT n4 [Inp. AJ iovfd0 •'ua v Lb.aSp] " L 0 A- s.toatiiq t MnO - ':'.t dFA .lae eA 1^ubop LoaJlnp L 6k9 vAq L JI A a 624 -.l0vdr.9,. .LO %e �- 3• S_ 'u� 2 8_ ' AI r11e s, a P ... 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RSOJ 1m.0 961 ml Im➢ 61R IMA 950 1]SO 691 iNA n0 CleI., I'll ".a W T'Se Ism 1'DO BS6 DSA 100 T0,0 RiR 1M,0 1vm Ufl] t163 110.0 tOm 1n.P Rifi] I10-0 10fi36JIn 6JIn nO.0 A63. 1:OD r01 110A 1063 1]OO 101 110A TAW I]@ IiO.A NS 110.0 NOB n6.0 Io16 fi0.v I6m 11J.6 '1018 110➢ 1100 11Ba R060 1190 1169 1345 ]WO +140 I111 115.] 2060 ImO 11)11N0 .' t140 93A f(1 1I0A IiOL :]d6 %-T9 110.0 1]C.L Itl6 1!tl' +TJA 1P..A 050 im t]JO ImA 19e1 nt➢ 1v03 1Me 1$B 1N.0 109G 110.p 1]93 1A.0j IIH n0.0 11,ao fi1O 4]0 1966 1]O.p ITr3 1324 IM6 1m.p IReB 10i1 49fi6, 1]0.00`AIA',iQO hll6 ]1a4 �>W 1]0y 1JD.11' lr]1 100 pi016A •�,6 13' 5 -,19N 63.1 -1131 -1601 135±.8'0]- 1TH 150 ] 1341A0 t]a0 Y9i118. N9fi 110.0 1961 aTO,D '�BT6! nO0]t>$ 1615 1. nAA 1M9 NII 1H6 165] m03 +J I.1 16t6 16L5 Rfie N).!''USN1.] Iv3 1666 +36.] 199 M2 1536 IPR] IR19 RT 1656 161] 116E 'DO n0➢ 9T' ImA il9e IRE 1060 ms 155.9 Hn ISIS 1R41 1]W NT] ISYO im i 191 1391 ilre R, QS5 Vll U]I ISIS 1160 R9 1IP 11" 1Ne 66R tep 1093 I+N Rln ImO 1151 n0.096T Imo 1301 inu B).6 PU r1.0 601 1 DO TI9 m1 SOI 11\0 65.0. ' Me 11f0 Q.l BI064in 0 116f1 998 I1pC 1110 IRl.9 A69 1013 111v tv1.9 961 ee9 11f0 9 3 936 ]69 1110 9T] 52] T)6 9e.6 4RRI BrI Bi5 91i f015 050 St.fi 9]] a .] N± DO. ... r0.5 m9 66.0 016 ITS 65A B 9M 5)E im110 If TO 9I6 t±03 519 661 151 1I1 190 19.A 0.9 Ii1 319 WI x9d JSA R1 151 T]1 '4.1 612 raT fits 'E1 T!1 fill 619 Y. T1 TJ0 "0 ]19 509 9.1 ll] H.5 SL11NIn 111 in 161 TJO 773 fill 6a1 mp B50 660 Sd.l PO B03 NO IT.] 130 19B 4]1 126 no d50 I 6R1 39p S4 3ll 6xd .M.] 6N ]]] fill ]SO 6N SI} 614 Rio 6N . SO9 1S] 6N RR.5 ml1.M 599 G61 61A 569 199 631 fill 560 13.e R4 43 653 315 :t3 ZSd ]95 R1.8 In R5R2A 2s 19] q] 390 <]] 111 3]B %i I3] ]5.1 d90 R19 FIGURE I: FIGURE2 • • • ` 0 FIGURES ANGLE I • USEDT E • • IN PAIRS FIGURED; FIGURE 5: FIGURE Noe I TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO]OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE .1,11111.23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55, ALUMINUM SHALL BE f SS-TSANDBEAMINIMUM OF.IOWTHICK.STEEL STUDSTOBEAMINIMUMGRADE53AND .04 THICK(18 GAUGE. STRUCTURAL STEEL TO BE AT LEAST-125' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT (FAST 3 SCREW TFREADS BEYOND THE MATERIAL 110 3 in ANCHORS INTO WOOD MAY BE STEEL,18-8 SS. OR 4105.S. MULUON um THE PRODUCTREVISED BuilLia, iH s.with Me Markle NOA,NP. ' 17-0630.01 BAPlmunn Date 05/26/2021 143 LYNA, •,,, * f NO.58705 •'. 1 ;A TABLE 12A l. (" L f - •- Mui6an Ca 0c TaOh - <.. _ _ r t "pyenlnDVlR6111(fOrux4lCetlY-9PRW9mm,Ur.)of OP10n9 N. 19M 1t lPGImfNOy-EpmWlt3 mu9are)• it r'•vHOM " 160N ] B:- IWI .. ilA Poh (. TallBl^R T :ReepR00i tmN T P'TNIIA '•y R--,uIs mm: TeMIIeIV f Fecle^@4r .6pF Yf" ttWllln9l "_ PBCY 1" @Jor 'Ryhnl�g_ N[Am@Wf lopMeM Pn'1sAuln Tlq Rer& Pe lanPly R4IDwR '.%1._ Ilmclmpul mi s:bbJVo1.17VIS�Ina: 1ZF 1R.0 6A 1]00 a]5 VaO 7. 1R.a In 110.0 186E 1111 606' InO BR 170.0 610 1m.0 1110 IntlIDY 1m.0 INO 1R.0 58 1RL tlm na.0 ]31 1m.0 fA9 V0.0 6}1 110.0 19m 9a.0 5x1 MF 1TFP ]m 1I0.0 SRI t]0.0 Ma Ina SM 1]0.0 89x 1RL no 1R.0 11]] 1R0 an 1100 I275 ISDA 07 Ina IN] VIA am 1]A.0 1]m ina an Ina 19W 170.0 Bm 170.0 TMI '"a MI Ra 1R.0 SPo IRA m IRO m1 1]OU IWA -Ina 'a84 Ina 1195. MI R3 1]00 1N6 Ina .1 InaIldl 1Ra )m 1la.a IIm 1]a.0 TSB 1m0 'Na2 Val)l58 1m.0 '1J91 35 9a.m9in IR.O ]{I T9]' I)a0 011 IRO 4A 1A.a PoI 1]0.a �111. Ina 7. M. 1Z/5 1100 Bm ita0 1111 IMO 831 VIX ISM I= 85a I a 191] 1mA mi IA.a =. Ina I- Ina =60 1}0.0 ®I min fA.O i}0.0 Ia1 1R.0 ImJ 1R.0 ]A' I]BA 1N0 Ina -m IRA 1117 1.. WI Ina I]M Ina m8 Ina IT/1 iHI0 103 1Ra 1115 1]a0 1m4 1]0.0 21iB 1ia.0 1m3 1W.B '3F9O Imo 1O6] BOp, 1lOB RB$ l44 1ML 1116 1IO.0 8m n0.0 1]m I1. 9W 1la1 UW +7.0 1015 InA ian 7.H ICA, taa inn I1a0 11II IR.O -I tiv4 11. 1W.] x55] iR0 I'll /19. 9'xMa Imo 1171 0]h 1)0.0 A'A iR.O 1100 f]& 1N0 m +ia0 i0H tna IOAS Imo nas naC u8 .a INB tm0 .1210 170.0 =M In. n>5 ALA 2a1 v0a Izea Iss.v NV va0 rzm 3 yPoOi'.1Ta0. • pp bfl m tR.O n0.o lW RO n00 IR] ne9 1214 1m0 TR.O em Si We flay •1/N ]�G0_ SIARO 1Ra dZ1' 1]a.v EIO Ina :s' IRO B V9A L,! I!" ]:[j ?n., HID 12}.a, 2IM Ina 1. IPJ2 AN- Im.O JSJ? RN'I g'.. .nan IR.a lab fmO IOm 1]0.0 'i5ia' _1}a0 OCO yil3a 12W {Ia,O tAI n0.a t93 10R/ IAm fn0 VI2I tA$1m0 IRL 'S]ai t3].0 1R0 181.8 1!b 105.4 {1A60 1M0 ITS 8L9 i 1521 15]1 iBM _ IRA na t]aa 1R.0 Aa] AI'. IID.O '1]At 1R.a 111E 1M.0 1811 IRO IAa 110.0 1012 1R.a 1368 1821 1061 1]a0'H]O 15]A 1®1 161 INC IUb I¢BI IAA 11A 992 1M1 1518 458 85.9 te91 nie IIU teM Poln 1]0.0 1]O.a 1151 15A IR.O 11- U9.1 1]9S 15aa RIB IAA 1391 n0.0 11. t11.B nm 121A 11. 99A 199R n43 1In 89.5 1990 101.0 IAT T45 n00 a..8 1OD P.9 ISAA mi. 1109 09 N99 La naa mF IRA I 12E 191.8 Ian 1E.9 IAA 1A.B 'MI 1059 MR 11f.2 1aB1 B2 12A 8&9 iWl B10 1x29 mA IOE 71.7 V B3A ImB 61A 1210 ]I.x Po3 R.] IA9 65A AI] A8.1 12A m.t m] BI1 }1.0 'Bit R.1 N9 M.} BBA ID 61.6 WI -61d RS 61.0 wL 56d 816 111 AIt ZD Aa ]].0 BI1 MO ]@ A21 VI III In Iwb 1WA f000 Bi] n1 1]I 00.0 A19 B0.T 101 1T.1 91A 510 }I1 99.1 A18 HA }66 M.1 AIA 103 1C AR 919 VA T]E BA. 9IB 1111n 031 BIB A1.1 09J 10.0 A19 BI.A 819' m.l 819 }0.8 058 fi20 /AI 51.a ]OS JIA N1 AE ]Po AA -9JI IX. n5 1m n0 71e RB ]m G.9 ]m m.A ]Po 5].B ®0 R2 IBB 18.1 BPo 11.9 mB N.4 BR JI.] Re 145 %0 lt} im N9 6A 21.0 INF U.T GO M2 691 .4 Sb ]Ta 19A ]12 61] ]La 1R1 Z1.1 WB 28.1 1R6 20.3 US M3 R9 31.8 510 }29 1]1 161 SIB 1A.6 K1 1S0 515 t1] tl5 1]] SL9 19H MB TABLE 12B &m08 2]4 (bRTe AndmrCspamy 15k C]'C. Tanta Obe e HrAw C91U NIMC., nN2 4L"BS E[C 516IX0 11faKIa. toLVFa1 fR GCf MRSixI 11R BIp A"`"i 19T" vlc u<ouvrcm v1.6EBur en U.. 0�m YIY Bminam I yr Dcaumxan AHPeaNar Ot m aA9rcBax xreP1Fa) sIrc:9B5) suw(DSJ Ancn0rc0p Pafmm• z.br r a\m s+re' 1- avz r z-vr z s1m' z o.u• a5r oszr rapeDmtte Od{ r r rve• 1-vC uvs• U1/a' nnP z iIM• 15C MC3 FAIhMmelln M1Y4• IS'a• idll• t mam 15UIm 9Cye 1m Ri 40 m405 u01m A41ov WaB 4461m allms 4RIm 5i01m zMtmnA9a]smin oGr6latle0oroP2[CYp (Flp /6R7. 9wmf lwm aV lOa K. m51M nrn am Rf WA 6RM e&Rlm 1120. IArcna. ®am'uN oclsIYTN NGbN1Cm lNA 3/ 7400V }am 6m 111 I+mb lw lm NIA :fA au WA tm11m \SAIm low So 6AttIM0\.7PMIIIQG IIWC.1N mG0[n COppIBR 6Mm 09 ]59 N9 1A46m [UA "'/A III N/A 1991m WA WA 1Rm 62.9 Omm itID e 4Arcron ®SMN.4C.I W]'bl AfgkGglpiP SF 7m Ql a6 Bm R9 15mm 1&6b IE �IA 16mb OArcron®YMN.OIlI(q 35ANbGl(al IP46T 11Rm 11Rm 1mO0e 23Rm MIDIa tWA WA OA 9ARMR®139'MIO. U.CIVL00. Mb,124NVM1 ff1677 NIA WA WA WA WA NIA WA WA WA NN WA WA NIA WA_ 11m6e 6ArtNAg061•min.O.CaUCW.InIoaY.'flum Fp t} 110. IWAe -WA. WA NIA NN WA W,N 3vVA NN HIA WA NIA YC IpI 60m �•RM[mR®26YMrtJCI.PCi pTY�.1nRl SRM 9L'10i ]43 N] ]RL1 ,,A _. _Zd]p'^ 111A :JBIm.. NIA I®Im IYA �41m, BIOm ' ] Mln'61HIH•MIn.nCIF81 YOp"N3C1. 525m 9AM M. NIA N/A ]5]lW IW. ABIm NIA WA WA 6f1Ne MIN WHEN 73 N ye U � W f- ro Z J =ANCHOR CAP.,,, TO :DO... TO OBTAIN THE -ANCHOR PRODUCT REVISED s enraplyle wie the Florida mmm9 coop NaA-Ho. 17-0630.07 E%plmtlon Date 0612W2021 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHURVAWes Aa lnnnlwvuww wr. CIRCLED VALUES ARE USED IN THE EXAMPLEON SI-EET24. FIGURE I: FIGURE2: FIGURE3: FIGURE4: TABLE NOTES: • • 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR 2000- IIIIII 1 rm • • • • GENERAL INSTALLATION METHODS. FIGURE6: FIGURE6: 2) LINEAR INTERPOLATION BETWEEN MULL LF_NGTHS ANDMROPENING WIDTHS IS ALLOWASLE. 6OCO, Q! '•.f9 EA � r}05 • 3)MULLION AND MULLION CLIPS SHOWN ARENOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2143. HOLES TO BE DR&LED W THEFIELD AND DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-n FIGURES SHOW SUGGESTED, APPRO%IMATE HOLE 2W - .,.. • LOCAnONS. 'A �, ,' , ' TE o FIGURET: FIGURER: F(GUkE 9: FIGURE IO: ANGLE CUP 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3015PEGFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT CONFORM TO AST&I GBD.WOOD SHALL BE PRESSURE-TRE4TED YELLOW SOIRHERN PINE WITH AN SG OF DS5. ' F40RIDA CND` /'��S •"••....-%' V\ ` '']]]s/ONALgN�t�`� MUST BE USED F (FIGURES6&6) (CMUjSHALL ALUMINUMSHALLBE6aS1T6ANOBEAMiNIMUM OF.125'THIC%.STF_EL STUDS TO BEA MINIMUM GRADE 33 AND.%V THICK 118 GAUGE). STRUCTURAL STEEL TO BE AT LEAST 129 THICK AND A26. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW 2'X4'%25'MULLIDN Al LgNN MIULItP, P.E. W PAIRS. " THREADS BEYOND THE MATERM, 010 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1M S.S. OR 410 S.S, FL P.E.H M705 Y _ I r tesearums°iaabvj• '133N5 SIH153`JNtlH r+-;_ W94'�I I'1Y61 � �'• ` L6K L 3]RN:N'" x.y w AH ep)ryJ wm uoicrvaxv, um'. Z sus 21f0009 L „anr»=,o Sq�db r SNOIllnw aeni wP NIW(lly 1 ,Y T .o3/.a353a Sll101a'iN 'JNI"s3N151 i' I 1 eau u n i np DISMOSG�a�r olsMosomr o w$ a jai °'em ,rnia.sn 532i-lOVdWI S--L u �a. a a �w F,;.,ao n r;u � d C2 6PRO `v0 O° ° rc �o�sdr�x y oo e � W=LL�w�oE ] $W5�jY-Df°y faf�RW��JO a80 pp¢mid rc . } WW Hy O} ~007]�Z 2jx VF!) n��swmiLL3szd p¢p �� Hwdn+mPw fL ^ �F NpWep,^4atl i p N a, n. OR R R R S A m 6 Mw4Wtl $$$ m �. n E 9 Fg•iNp > N6wUoaors+a F ffi +�. R$ A A .. A A Fim.nna ry R R 7r ° 2 - m & C� 8 4 �NP nnmVwtl 9 X gd F its 73 .'�. � V� RIM C a�. E �828 . t' blm �gAean wganw £ R R R R R ciR. R R a R S� (wtlwRrt, p A R E'. g R A A A R .,��u- 5FK,amevmvev G - AM �' p ss g E NPeJgwOTN C � :- R F RP R E R R¢ R 3 g '�4,a Np an vn ' � 1 'ijp-e.ow�an,w C R g R �C �� m � 2 R R A R g 2,i, •'- R. 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R\ XB 3 Wln 42] 'b"1 d0.fi SO W'B �: ax 73 v.9 tw 10 n N.9 71 i0.4 7TT 22g 152 _57 m TAELF 14B Imx T°B tig.a IIB 110 gRg 1.0. dle .1 +"9 INS 4z1i119+w � 92119fB rzr0ZBxt 1 lid wzWW+ �& e;A1$o0..4.3g9 TW 90 W, R Bt.a ] 3 B] 0 6 214 Zu iE933]N 0403x3...fix We ieB T. 2ST S31rr09 zt m9ia>1 JM1e5.3B1 mMRWIB] fl! ]tg e H! 310 Ltl 356 Wg0 95 R® 89 d1 W .i T-�u 3lsM1(3B NO ^ N] 31e RW yR+1B 4WW5 Wr9t E1NB.1r, Rt• 9 250 M f0 R]9 30 21) Jii "0 -33SI1riA.Y0: 20.B 2A 1]W491 tB R1] ..afiR21' '°1W 109 n91T1]3: 01i"Ill. V1T692 '11r80 oo 1flB KK11 11LU713] 101 ] P�'NN ftxven9YV inn'TuryF. � kki a .�. a Z W i t3ea ett e5.I IN1 411 _� N 2W' ere aW Ws 2W m] am Ws 2W Xe 2I2 316 49.1 2M 21.2 318 411 NO D1 1].T a30 J22 2M 1OS 2W Y2 2B1 iW 10.3 25 245 V.19,G 9b a,9 ie'1 ZI 19,3 2 201_ 2 1f6 110 313 IIB iW - SUUVEe p([ap qpZ 2A Cmewv AnaborhPBCIH TAbb'ma 33 Ga[. IlYlmy f.01U 1/S SS EI[e A0P=HIV dlfi'EI[e BIPd 4t FPMCM1N Ve'SS EI[0 P�eG%ol PT Nvm a116trd flR3M1.el YTv (f5( 9[rtw iLS) MEa m2561 B[mv (OS) 916-fRONIISm 1/P E[OIW[am ytfi'EM Y16'EIL0UIBa[M 1/!'EMNM[m MEhot C/p Pabems Mam Dl? 1' 2' SLrc 2' BdY Bb' 0.92Q' E0}]N9'3rce{Bd 1' 2t2 t° ?iR SVg' T }Vd' .1V' tAIP- 1-tN" 7-1Ig- LllP T }YB' 139 sT1Cs EmM14C6 1$'1- 131d- 13'C liYf T 1-1/f WA >W 09 Tbltl WBIb 1�IB5 W2I]9 BW� 1d311C pI[Ivn ®S tin.OL.IW35AlyIk OlBv /(Fhl lk ]g01N iW Wv WOBe 'ID I05 15Wh 6908 n �AYG N Bao £o LU LU Nv, N 2 �ge� .tn N NgZ PRODUCT REVISED o..I'l, wIm Nn Fudda Bu D o e .044417.0630.01 DA Ne. B pi.DPn Deter 05/2612021 e TABLE NOTES: _ Mla of Pmtluc LPntrol 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET M FOR INFORMATION ON LOADING. _ Fi% 8EESH 4F04 GF^:ERAU'.STAll TIONHNR HODS. 2)LINEAR'INIERPOL'RN RT10 BEEENMULLLENGMSANDK)ROPEMNGWIDTT131t9 ALLOWABLE Iq- FIGURE t 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO 6CALE.FOR DIMENSIONS, SEE . ® ® HESHEETS 21-21,M. STRICTONS SHWN . FHOLESIGUR SSHOW DRILLED SUGG STHE D. FIELD FOLLOWING DIM EN910NAL RESTRICTIONS SHOWN ON SHEETS 2t-23. FIGURES SHOW 9UGGE8TED, PPPRO%IMATEHOIE LOCATDN9. 2,11G t25 I(III III�r ANGLE CLIP MUBT BE USED IN PAIRS. IS0I5PEOIWOOD0HA.L9EOWANO ILLED 1 \.g�O{dYL N/y� ERTREA CONCRETEDLO:CONCT ICMU) HALLCOOOSMTO RET CONFORM TO ANUM i O SHALL BODSHALLNE SEAM OFA PINE WITHIN 6G OF 0.CE55. P1 SHALL BE 8 YELLOW SOUTHER PINEITHANG YELLOW Q.; AND.04 (18 GAUOEND STRUCTURAL STEEL TO THST.12 THICK STOBE AMINIMUMGRADE33ETALSH'THIO MGTLEA T 3 SGRURALAD TO BEAT STEEL TUO THREADS BEYOND INTO MAYBESTEEL L(ITEGRW_ INMU_ULLION (INTEGRAL FIN MULUOM *: No. 58T06 *_ 18E0&S. R 410 S.S.GEW ME MA12AIAL 010& V2 A CHORS INTO THE MATERIAL d108#12 ANCHORS INTO WOOD MAYBE STEEL,1&S S.S.OR 4105. A. LYNNMILLER, P.E. FL P.E.#SW05 m c � m y. F. m m 0 z 2 N ims' �o� i�F6�m arc z mm � mm-wlm m$ Nei A ym Izp . a j ��SJOC L) CFI O Op P ZN ZZC OZ OOF � AZ i O?Ap y-O NN mw� o zfg A F nDacN m-m OF=Aas o mMRT"Htli yy AVZ 4 O?cog ?°, c €i.- w�CTO nr, 111N 202662 ro>>P.+ ,8 rm OO r ym <i230� {Qg;H 8. N ��8isy yo� 0 P ggo 0 0 X 11rpFpT LAMA In i PCCrm�= �m a o �N�Zr FVF rn � A m ywmp iw �n z wT oo y DygN o ico im � y foANm - T�$ m om vv Oy s m. m 'yin nni"� C E p m e "x yA s E Np��m�ml�v�bsa 'xE "a �o$�m"eEaaxew'aeam.t ;�:�' M q . q.alne Ml a S � IRI.f%INC. zmee i �Q eZn COPMGHT02017 e °ymy °s9 IMPACT-RES m 'm om s 30 DEOR u NIA u d J ROSOWSKI J ROSOWSKI � I v i g Lim Elm mm m 8 'z �yzopy ��"F x m g-lircmm pmg y y vioH Emo � 6� ym� mz 8e" =ic s 3 0 9�Z �oF s �� �- SG O Q 'gym o m59 g nFc� � obi � >v1 Z �x N �252 F8 oT0 Q �m Mq2 �O� 3 Z 1 GP�os aF� �R.- F 84oo 30 H v i x� n 0 °c o IQ mog oy g o N IJym95 xN (/! � j I'noa g e o c?co zm i 0 mn m iy3myo mi �n xo' m i - Po�r n p'm�NAO® oZy AM nwO s mun L.ngM s m 4.r �:. you I I � 4 S 5 S s s 4 4 s S 4 u'l S s 1.�c.., ..• b a [ f y m e e $e s o e P Human ca.ercl "b `: O�ea f l :I yig P.ylnela g u e e p m w 0 O o e o y 6 NwUanC O.mY QroItlA 'Yj.� }• � U$$& 6 9 g 8 2 n. q M aml rc 2 ; Mua GPeoIM1 'i S � 'f -n �MuI�CGgNb � 6 L r K $ E $ $$ t Ra—yw� P P E e RIM '. Y K e$ o F$ 31 7 m g g Pu•Upe(mvJ u1 a aq, �� MWon GPxl1Y 5 , I . v mmuvmc.v are S• n P' F. � � MNwC MCb � 1 ry ti � m u N a e b M9m GMNry E QLLN) i i`- EI F is ! u 0 S n g 4 S AUP+hed1 ) � t R S 1 (1 m S m g E v gGvvab $ I'S 8 MNRGP are e e Mo. G 1 r 9 n. M'Aac ptlry' 'm �p t et pee q u eSoownaGn.arr z M$ == e a 2 nabt 4 G.a s dA- 1, .M1 E E S e 9 C m G E PeWi.e apex :'w ® v u» 9 e e» e oMW''.aM1nIGP°NM a s=- .IF 21 s g g 2Fjfi e$ AnrMGp:ay. RaWMtleM) a s e a tl S- �n�€$Qo=� u � a MamrCWUNHm€ 17. PeWliee UM)'- -9 a:' o Ya C = MOM cfipdb. M Hue°dyno»» • e L m -mi F$ b L m e Nm a Mullls GpvLy .. e $ 0 d U" RI � Puiu4ne(ml i. ;�4 :3+ 1._ 47 1 e� W H a 9. 6 ?" 9 p e MUOSGpweb' 3. a� l- ON g �mmacg n o p p ca A e • (1F,n COPYPIOHTO R01] PGT INO ma ne H _ - a A IMPACT -RESISTANT m 4C Gmnolbn 45DEGREE M 0 ^v _ NIA sml. N/A rq'.+ o M. N $ i J ROSOWSKI 0829/ bSOWSKI 08/i8f • it 7 n r 1.000. +j10W' Ys ..y 'L� lfy. 'I 1 ai} 3 � ..+ •'I 6 �t 3125 125 J16B T ') I 5p I a I I ...fv .!27sD ns6 rzs .. ,^ - ' r, ' . I =r ,.. - { 2.11C a26' 20L012S 2.000" 12S � L •r.2fi5 1 r.1R6"L -3TF5' .3 i5' .1 , .-50F0' L 1r I I I .900' l 1'X 2'XAW MULLON 1'X2•XS7,'MULLON 1' X 276' X.3W MULLION FX275"X.65m MULLION 1'X3A2SX.WMVI-ICN 1.5X3.18A•X.365MULLION 1]TX2.11'X 125'MULLIOH 6mzHT6ALUM, MW6 ALUM. 6003TBALUM. 5X0 ECTOM. 6C8SECTIOM. BO-SECTON 60XSECTAA IONM XBEOTION X-SECTION %SECTION %SECT!ON X-SECTION -.125- T- I I >, STANDAADCLIP ( (!Y lW} C01P I- '¢C8}T6 ALUM 1 y... .J(.m Les... ..... r:. f., f 806STtlAlljmtµ ..-....'. >il 1 ... XSF:TION I 2"126" 2.000" %SECTION' Yilt UL1P I „ I 808}Tfi PLVM I 125' .125 1 %SECTION L 1 .125'-T Q J .740" L 5.500' CUT HERETO .3T0' .3)s" 3.12S-y _CRMOEFCLW, SEE MIN. �5.000'- MIN. DET0.1L F, 6HEET4 � 8]6'MIN. I-- .33&'MIN. i_______ I A A U-OLIP A 17 L______J am.T0 ALUM. 2XSANGLECLIP TOWIIEW 6063-T5ALUM. ovWEw 4` L STANDARD CLIP OENTER OF ANCHOR SEEHOLESHEETLIEVIn IN RTHE 600.140ALUM. DA6H6D BOUNDARY. SEE SHEETS I&IaAN ANCHOR CENTEROF ANCHOR NOIEMCST UE TOPVIEW CENTER OF ANCHOR ANCHOROC. DISTANCE. MAXIMUM ANCHOR M4TNINTHE DASHED BOUNDARY. SEE ...EMUST IS HOLE ONMETER: ANCHOR DIAMETER, Via. 1I1B'. .375• MIN. WITHIN THE DASHED BDUN WRY. SEE SHEETSSt]FORTHE TABLE ANCHOR O.C. DISTANCE MAXIMUM µ HOtE -j 'f3Tfi'T ET IN. B DIAMETER Hfl6'. I I I I I I ull lMmenNoa(SbeetiD it:• - PGT Part11 Mullion' S1d: Clip OQsat QIP ' U4:II0' ` An916 Clip 1"%2"X.126'(5) fiffi05 66SI13M ee01118M M5243M 665511M 1-X2'X.37S(6) 66600G W5114M 6661119M 668244M 568512M P'X2.75"X.375'(7)' 6SSD7 66fi116M 6i012010 668245M 666513M 1"X2.75"X.fiStl'(B) 66608 680118M 66611211A 666246M 6WS14M 1°X3A25'X.SXP(9) fi663]M 6861116M 6661114M W242M 66015M 1.2S X3.iB8`X.265'(12) 65841M 666111'7M fi681113M W6241M 6WS16M 11 X2.11'X. 125(1B) M70 WA WA WA 6WS17M OFFSET CLIP NOTE&: 6063.1RBALLM: TOPMIEW 1) ROLES TO DE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9. 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3)SEE SHEETS2-4FOR GENERAL INSTALLATION METHODS. �mon6lon VeluPydin( ,For Mullion A 1,B25 1'X2'X.125' Aluminum Tube Mullion B 2.650 C 0.895 D 0.740 A 1' X2° X.375' Aluminum Tube Mullion B C ❑ A 1' %27S" % ,375 AluminuC "Mullion❑ B 1O�490 A 1-X277X .am- Aluminum Tube Mullion B C ❑ , 0.me A 2000 1' X3.125" X E0V AWM Tow Mull B 2fi37 C'- 0.8E3 -• .. Y.13TT' A 2,B25 1.26-X3.IW X.285" Alum Tube Mull B C 3"' 0.Bfi2 D 1.702 A 1.613 1.26' X2.11' .121'Alum Tube MWI PRODUyCITngREVISED ...... d with the Ronda NDA-tto. d 77-0630.07 Explranoe Date 05Y26)2021 ey mmm:D rmauce cones J111 �pp1'L LYNty e:' p �.: No. 58705 dd ' �0c,'..F4ORIOP..'' \Z S C2 A. �Moi�j(�p' K E. IFFL P.E. 58705 1 34 3 t f v r S1 1� I L TCL f•Cw"C (y f 8 , 1�TSTANDPADCLO?' �I" I-XVX.121- 1'X4 X 3]6 1 %PX.3T6 f MULLION MULLION PMULUON eW9 TSALUM 606118 ALUM 6D83TOALU14 376 3.1 %SECTION %SECTION %SECTION MIN. 250 im 20]5" f 400` 3.94' t 3.25P 4.8w 00' 32sm100' .100` 624°624' ^I .020'CR 12W" -1 .020' 1^ IVRHIN THE OP 126X3.2SX.10T 12f7X12WX.624' L25'X3.94•XX24" 3HEETSINITI MULLION MULUON .MULLION DISTANCE. MA) 6W -T ALUM. 6005d5ALUM. 6005-T6ALUM. DIAMETER AYI X-SECTION X-SECTION X.SECTION 140 1 1.BTA MIN. Wa 1.3T]'� 125 i ALU 1 T 26• 1 / / :112G 46 2.250° 3.25D"q 6' TMULLION 3250 80-SECTION %SECTION %SECFMIN ''11 I II NOTES: 1) HOLES TO BE DR(LLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11. 1S-1 S. 19 & 20 FOR SUGGESTED, APPROXIMATE HOIE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, 40 i L L j-i 125 _( t ^-IY-125 hriel r I 2125 .[S� � F 2000 ylO ANGLECLiP t�{ , 0063346 ALUM •-6063•T6AlUM. { X�SECTION XSEORON Al CENTEROFANCHORHOLE MUSTLIEWITIIIN THE DASHEDBOUNOARY.SEESHEETS 10-20FORTHE ANCHOR O.C. CISTANCE. MAXIMUMANCHOR HOLE OIAMETERANCHOR DIAMETER+1Rfi . _CRE4TC-CUP,BEE I 3]5 I OETAdF 3HEET4 f 3]5' ifry I`I CENTER OF ANCE T UE ."IN MUST UE. THE DA9HEo i BOUNDARY. SEE F SHEETS 1617 --- f FOR THE F ANCHOR C. DISTANCE. MAXIMUM I ) ANCHOR HOLE I D __-____ L j ANCHOR STANDARD CLIP LCLIP DAMETER-Inn. f 605346 MM. 6W8 TIIALUM. !MUST r MUUARY.SEE LIE TOPVIEW TOPMEW �wm H I I I I I ` D OFFSET CLP 6063-TB ALUM. TOPVIEV/ TAR, C (` !`]1MT DlmenY6n Value (In) Far Nulllpn: Dlme,vlon Value Un) Poe Mulllon: F ] 1 ,12W5' ul lm Mu Tube M F O 1.936 .SW 1.25"X3,25' %.624• Alunlnun Tube Mulllon 0 H 1 1.000 2B03 3.000 H 1.43e 3.260 F J.iS] 1"%4" % . l AIl4nrum Tube S'T' F G 2.825 1.125 125.OXV 6 " X29 .6 Aluminum Tutie Mullion G H T' 4N 2.43D 3.000 H I 60 J.250 3,2 F 2.20 125'X3.W X.100' Alunirum Tube MuBbn 2.Si3:71 SV BaY Mull G H OTfiO 1.500 F 2ST5 45- BUY Mull 1 3.2N 2X5ANOLECLIP 606;.T6 ALUM. TOPVIEW $' PRODUCT REVISED pl Inje .10 U%. Fleeld. 6ullaine ioNOMNp. 17 D630.01 Eaplmfian Dale 05/26l2021 Mull Dimenebn - (Meeto) POTPBNp Mullion Std. Clip off-Icapi UZIIp JAnQll,cllp 1'X4•%.17(10) Emol 686111M 68 UNI 6OU41M E6651SM VXPX.375'(11) w610 US112M 6661123M 66S242M UM19M %.87S T (11) 1.26 X3,25'X.IDO'(13) 12Y%3.25•X.SU (14) EBU3 20I6020312 2U161=15 668112M 666112]M E651120M 8661123M E661124M BES112MA 060242M 6662410M 8652dfiM MU19M 6665115M 6fifi9116M 1,6 X&9V X.62P 115) 201Y 686111]M9FI 6120M 60241M 66651TM 30D (1919) 86819 WA WA WA 8685110M 45 DWme(20) 65650 WA WA WA 0865111M w \11111111 T(e ' * e No.5B703 '.. ���--`g BT TEO ' '02SrONAL 6�,,�• oA. LVNfJ b'tILLER, P.E. 0 FL P.E.M 58705 7A6LE E7 1, , I I ii��, Mull Di menyon (sheet B) _ . i . PGT PartC ; Mullion SW'Clip U-0IIP A &UP' 66SC2 666261M OM271M 6665112M T X6,X 2Y (17) ,S5604 1 Q66262M y6§6272(4' fi865113M NOTES: 1) HOLESTO BE DRILLED IN THE FIELO FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHC^` 2000" 4.000• 150' TX4'X.5 MUWON 6063.Ta ALUM' %SECTION r-2.OW--I ea EON" rx6'xv^ MULLION 'W,TBP1uM. X-SECTION £— �l 1 I �"> STANDARD CLIP • �.6W ECTIC"ULf1 200M 'I, r' %SECTION I-'12s-e 1 U CUP ` •). t.6%~ SECTION. I 125' .-1.460"-4 r .375 MIN. £ r.376" I .375 MIN. I STANOARDCLIP 006 TUALUM. TOP AM .375' I I' 8' I U.CLIP 606' PLUM. EE 11 EO FOR V X 5' MULGON SHT I7 TOPVIEN 1647 MSMIOLECUP 6WbT6MUM. TOPMEW I 6 o 0 2 Z Q T O I 1- Q Z❑ � N D ¢tl tiO xC ____j MIN. w 0_ Y S ® of J � 4 VsmCLECLIP a Q 0 C 6W3-T6 ALUM. C TOPtypp Z U VIE'N O y� 1 S� x0x 9= PRODUCT REVISED pl In with the FTorltla Building 11 NOA-No. 17-0630.01 Eapirotien Da S/2G12021 8y Miam evroeuct control E%AMPLF IlSINGLE VERTICAL MIJU." THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THEWINDOW FRAME DEPTH IS Lt/4•:T14E. OPENING REWIRES A DESIGN PRESSUREOF+E0.016D.0 PSF. 'c' •- ((- Y -+.^ ='1 - 1)INRIALC� SUMMGTHATA i{WOE Mt)tLIONI5.5VRA6LE THE MULLION LENGTH IS ANDTNEOPEFINGWIDTNIS 32'+32+1'eB6 REFERENCING' SHEET 25, THE COLUMN USING". -, I • NOAVDIORliR D.. -, H 3"L'RECTPNGUIMlOApkJG hlUSidEUSED SCANTHEMULLIONTABT£S FORA MULLIONTHATiEATLEASTTHEWINOOWMAMEDEPTH02-1I4 PNJYALI MEET OR E%CEEOTHEREWIRED DESIGN PREGSURE,OF,iw.01E0.O PSF. IF THE TA9LEbOE$ NOT SHOW THE D(ACT $12jIUSETHE NEXT LARGER SIMAVAILARM. �6EE' 4"" FRDMTABLE THEP� 2T5 X 376 MULLION (LENGTH '72,OPENINGWDTH= 76) MEETS THEOEP'H REQUIRED HOWEVERTHE DESIGN PPE$SVRE 15+1-58.3 PSFAND VJ9UlA -` 6 ¢B6 'TBHE$IRARG'+' DETNUI �• 1 3A:'S' U11'7 '- OTBESU TASLEFORTHISAPPLICATON - +•. ` . '+ 'S Li3 • PRODUCTS I-��aPjf{OYu"� SHEETS i¢' 4� yp tRQtI TRB(EIAA,SHEET B'.YHE 1'R'275%650'NULLION(LENOTH•TE',`OpENING WIDTH-70')HISADE$IQJ PRESSURE OF K72:1 PSFIM1MICH EXCEE06 THEREQUIREMENTSFORTHE-- ` OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHORCAPACRY REWIRED OF SW MS. LENGTH 2) USE TABLE AB TO FIND THEANCHOR TYPE, ANCHOR OUANIITYAND CLIP TYPE REQUIRED FORTHEWOOD SUBSTRATE. COTHTHE STANDARD CLIP WITH(4)d12ANC-IORSAND THE 23L5 ^ lJ ANGLECLIP$W (4)412M4C ORSHAWACAPAOT OFSBSLBS.THOUGHEIMERONECOUMBEUSEO,THESTANDAROWPISEIWERWiNSTPIL. SEE 3)VERIFYTHE DESIGN PRESSUREUFTHE FENESTRATION PRODUCTS USED WTHTHIS MULLION SYSTEM_ THE LOWER DESIGN PRESSURE, OF MULLIONS ORFENESTPATION PRODUCTS,WILL . UETNU% sHa ASTALLAION OVERAIi,,MSJIW FINALDESIGN PRETRATEREOUIRUUTIFITIO B FEtJESTRATMCNPRODVLTBE INSTALLED INACCORDANLENTH THE 1 `2¢ - RODUCTMUWCLLION, INSTALLATION SPEGFCATONS INTO RECPECTIVE SUBSITUTESANDFENESTRATION PRODUCTS TO MULLION. INTHISE%MULE,THEDEStg PRESEJPZREQUIYDWA9+/-OO.OPSF.THEOVERALLWLUCNSYSTEMWA DETERMINEDTGBER7P5F WTM ANANCHOR G5PPCItt OF B.TBI&S.ALTERNATNELY, NOMIDHaR9M WINarn:JLL _ THEANCHORCAPACITYADJUSTMENTFORMULACOLIDHAVEBEENUSEDTOCALCUL WT EANCHORCAPACRYPiQUIREOFORTHEEXALTDEUGNPRE MS OFWFSF; ]S t� :—•u"•ADTH (WPSF)%(8=�)E524.O L05 (MAY BE USED'fO Ql1ALIFV#tOSTEELSCREWSFROM TABLE 4B1 - DFEMNG WOTH 72.1 PSI' 6 MiHE OFLMN'. REQUIRES A i, MO fiE CM(fON'iHE'JAMBS AND USES NEADEfk'AA�uILt rI1E WINDOW ERMINE DFiTH 132- Pj. ------------------- DH51GNIPRE55URE OF�+60D550 PSF. E EXAMPLE 2: MULTIPLE MULLIONS FOR THE VERTICAL MULLION: Z v a Q Z 1) INITIALLY ASSUMING THAT A P WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 3TH211110S AND THE OPENING WIDTH IS 36•+36*+l'.73'. REFERENCING SHEET 26. FWJ.IE DEPTH OF 2-YS'PNOWILL opc THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SC THE WWON TABLES FOR.AMULLIONTHAT IS AT LFASTTHE WINDOW JN 8 �, MEET OR E7(CEED THE REQUIRED DESIGN PRESSURE OF+50.OA55.0 PEP, IF THE TABLE DOES NOT SHOW THEFXACF SIZE. USE THE NEXT IARGERSREAVAILABM. MOMTABM3ASHEET7,THE1•X2JMX.3WMUWON(IENGTHe106'.OPENINGWIDTH]601M ETSTHEDEPDIREQUIREO,HOW WRTHEDESIGNPRESSUREIS+F10APEP w O_ Y U AND WOULDNOTBESUTTABLEFORTHISAPPUCATICIN JJJCCC Q 3 3 FROM TABLE I7A SHEET 16.lNE2'%PX156'NNLLION(IfNGTH-IN'. OPENINGWIOTH=BOJ HASADESIGN PRESSUREOF4N1 PSF WINCH EXCEEDS THERMUIREMENTS a w Z. U �� FOR THE OPENING AND MAYBE USED IN TWS APPLICATION NOTE THEANCH.OR CAPACITY REQUIRED OF 971 LES. �_ o E R BEMISEITIS NOWMOWN THATTHE MULLION WILL ADO2•TO THE WIM OF THE MULLED UNTTHEADJUSTED OPENING WIDTH ISW.36-✓174•. NOTTTAS PREVIOUSLY JI 11p- ASSUMED.V UFYTHAT THEDESIGN PRESSURE 15 STLLAPPLICABLEFORTHEADJUSTED OPENING. ALTERNAMTLY,7HEWINDOWWMTHS MAYBE REMUCED TO MAINTAIN PRODUCT REVISED THE 73• DIMENSION(3112•+3512'+Y=731. a mplYYln9 Min 0. Florida Building Dade 2) USE TABLE I2B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE ASSUMETHEPOURED NDI 17-0630.01 CONCRETE HEADER AND SILL ARE 6' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE S•. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 311V ULTRACON ANCHORSAIM EDGE DISTANOEOF 2-1Q• DIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND O Expimdan Date OS/26/2021 THEREFORE SUITABLE, FORTHE REQUIRED ANCHOR CAPACITY OF 971 LBS. Lu D FORTHENORIZONTALMULLXINS: Is Mlam BECAUSE TIE VERTICAL 6IULLYJILL BEA 2'X4-X.250•MULLION. INTHIS EIUMPLE WE WILL MATCH THE HONZOWA MDVERTIGILMULLIONS,ALTERNATIVELY, ANOTHER In MULLION TYPE COULD RE CHOSEN. In t)T1E N1ULGdML`cTJGTIS�36'ANDTHE OPENING HEIGHTIS 32°i>2'+Y=fOG: REPEReJCMGSHEti2$:THE WLUIBNOSINGTFAPFIDNADIWANGULPR LOA,DPIG MAY BE a USED. MOM TABLEI2A. SHEET 16,71HE TX4'X.25P MUWON(0 LENGTH =sit, OPEN NEI EIGHT-120UHASADESIGN PRESSUREOF./-170.0 PEP WHICH EXCEEDST11E LBS. ' REQUIMMENTSFORTHEOPENINGMIDMAYBEUSEDWTHISAPPUCPON.NOME EANCHORCAPACITYREQUWEOOF6m 2) USETABLE 1MTO AND THE ANCHOR TYPE, ANCHOR ODUNTITYAMT CUPTYPE REQUIRED FORTHE CMUSUBSTRATE.INTHS EsINFIM,ASSUMETHECMU JAN.BSARE w 6 WIDE. IFTHE MULLION CUP WERETO BE CENTERED WITHIN THE 6. CARE MUST BETAXEN TO M WAINTHE FASTENERS EDGE DISTANCE USINGTHE 2X5ANGM CUPSWITH 111111II (4)31161 ULTRACONANCHORS ATM EDGE DISTANCE OF I' GWE6 AN ANCHOR CARACITYCF 510 LSSWHICH IS GREA,`ER, AND THEREFORE SUITABLE, FOR THE REQUIRED w `4 rc LYNIv ANCHORCAPAGTYOF521LBS HY `a •-�(!'i 4)FORTHE U-CLIF INTHE HORIZONTAL MULLION TO VERTICAL MJWON, USE THESAME ANCHORCAPI OF 521 MS.TABLE 1W FORTHE U-CLIP SHOWS THE ANCHOR \`�aSa0 L10EN,TF i ?i CAPACITY IS IW4 LBS WHEN USING 3 ANCHORS, WINCH IS GREATER,AND THEREFORE SUITABLE, FOR THE REQUIRED MCHCRCAPAGtt REQUIREMENT OF 01 LOS.THE .IS ANCHOR TYPE IS A 012 STEEL SCREWY. u O �.3 ND. 58706 T *_ FROM THE MOW. STEPS. OUR MULLION DESIGN PRESSURE IS: A ./-64.7 PSF FROM THE VERTICAL MJWON; c CL +1-170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PEP MOM THE 35•HORRONTALMULLION ATTACHING TO THEVERTCPL MULLION (INTERSECTION), MULLIONS..Fs.'•. %�0 ATE 0 �0 •. p�OR�DP •'G\?C THE LOWEST DESIGN PRESSURE IS+F64A PSF AND WOUIDAPPLY TO ALL OFTHE > ,S�ONAL ENO VERIFY THE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS,WLLAPPLYWO EOVEMLLASSEMBLY.FWALDESIGNPRESMUR QUIRESTHATTHEMTHTHEMIIWONANDTHEFENESTRATONPRODUCTBEINSTALLED IN ALNSMiRtA, PE, ACCORDANCEWITH THE INSTALLATION SPECIRCATONS INTO RESPEO:IVE SUBSTRATES AND FENESTRATION PRODUCTSTO MUWON. t4 FL P.E.#58705 gir. LOADING OF VERTICAL MU1110N LOADING OF VERTICAL MU WON WTH INTERSECTING 10112ONT& MULLIONS IMEAN, ! IF wplr4pA� Fj ,goo IN II SILLOPWINDOW NOTANCHORED LOADING OF %SMICAL MULLION PANEL OFHINGMDWRISNOT CAPTURED ORMCMORCO LOADING OFVERTICAL MUWON MUWON LOADING OF HORITONTA-MULUON 0 0 .0 0 'r OCT REVISED jvnvHh th. R.dd - i 7-OG30.01 OFHOMZCNTAL MULLION LOADINCOFHORIZONTAL M0YS-M$Ov2F!!mzZCuc�MUWON � NOTES: 1) DRAWINGSAFE RMESENTATIONSOFTYPlIOA- DONFIGUMMNS. CONFIGURATIONS NOT SHOWN MAYBEE%TRAPOILATEOFROMI THOSE SHOWN. 2) IF THE LOADING TOPE CANNOT BE DETERMINED, USE 11 RECTANGULAR LOAD NO. 3) SEE PRODUCTS-APPROV&FOR N. M705 AGTUALANIDHORUDCATIONS. TAT qNGOFHOIWONTAL ty IV, A. L-1 N Nljka�. P MULMON FL P.E.ft 58705