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Home My WebLink AboutProduct Approval MIAM17DE MIAMI-DADE COUNTY e . PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) AvN"v.miamidade. _ovteconomy PGT Industries,Inc. 1070 Techinology Drive North Venice,ISL 34275 SCOPE: i This NOAI is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(InlMiami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that:this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"5500"FVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Largeand Sir all 1llissrle I n zct Itesis � LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, modellseries; and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been . no change in'the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors acid shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#115-0519.05 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NC}A No t1;b 0714x03 MIAMEDADE COUNTY E�XpIX Mw� l :iii Suly 30,2MO fff , Approval Date: August 18,2016 7 Page 1 i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted wider previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation -LM", sheets I through 13 of 13, dated 05/15/15, with revision A dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. , Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using:Kodispace 4SG TPS spacer system,DurasealO spacer system, Super Spacer®NXTTK spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)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 Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitter)under previous NOA No. -15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 - 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.H. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5" Edition (2014),dated 05115/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitter)under previous NOA No. 15-0519-05) 11�h Manu&Ppf& PIE- Product Control txamo er NOA No.1 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2416 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i C. CALCULATIONS(CONTINUED) 2. 1 Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. I Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(CONTINUED) 1. I Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their i "ButaciteO PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 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. i Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows i and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. ; Statement letter of conformance,complying with FBC-2010 and FBC-5t'Edition (2014),dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn.Miller,P.E. (Submitted,under previous NOA No. IS-0519.05) 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted tinder previous NDA No.15-0519 05) 3. Proposal issued by Product Control,dated 6126/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. ! Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.1."approved on 07/30/15 and expiring on 07/30/20. If f! Manuel Perp,, Product Control E ai er NOA No.16- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 i ANCHORAGE ANCHORAGE EXAMPLE E RATING IMPACT RATING :1 EXAMPLE FOR 28-IJ8*MAX,010. SCMAX.BUCKWIDTH MAX O." FOR F 0 R ARCH-TOP (IM RADIUS-TOP 11\ -i �EADER ORALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 2�MAX.FROM LEVEL�SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL FRAME 30" 12"MAX. INDOWTYwii) WINDOW TYPES) B.SEE iMAX,O.C. 62-1/8'MAX.SUCK WIDTH SHEETS - -- kETS 10'MAX.FROM -Sgei 1.1/4' A.SEE 12'MAX. FRAME SEAM 0,SEE 8 4�9--- 77t!l S.SEE 3D"MAX.O.C. 12'MAX. SHEET3 FIXED VISIBLE SHEET 4 3 LIGHT WIDTH - - - - - - SHEET 8, SHEET SEE3j 12" FIXED SHEESTE 30"MAX. - -�12-MAX. CSEE4 -+ EQUALLY VISIBLE -T- SHA 12" J, EQUALLY 17-7/&'MAX 0 0 SPACED ANCHORSPER HEIGHT y SPACED TABLES 9-11 17.7/8"MAX,0.0, ANCHORS PER 01.78, LIGHT 17- MAX.O.C.MAX. NfrE3J� 0 0 EQUALLY SPACED TABLES 9-11 ANCHORS PER 0 0 BUCK TABLES 9-11 62' SUCK - 84" 1 - H91GHT MAX, HEIGHT MAX- SUCK 10"MAX O.C. BUCK ASSHOWNI HEIGHT x (0118" 10°MAX.O.C. 10"MAX.O.C. x HEIGHT x MAX.) IT j._.__. 13-3/4'MAX 0.0.1� '7' EQUALLY 13-3f4"MAX O�C. EQUALLY SASH EQUALLY SEE I SPACED "BIBLE 13.3!4L._._f._.___. 'MAX.D.C. SPACED SPACED LIGHT ANCHORS PER ANCHORS PER ANC14ORS PER )SHEETS i // I TABLES 9-11 HEIGHT TABLES 9-11 \Sag TABLES9-11 A A A 5-Ire MAX --H)6-il2*MAX. AT-. I # B NO ANCHORS 8—tfDANCHORSATUILL 8 1 NO ANFHURS AT kill. SASH MSIBLE -1 '-Nt SEE SILL WEEP- SEESILLWFEFL SEE SILL WEEP- SEE SILL WEEP- NOTCH DETAILS, 5411 MAX,BUCK WIDTH --[:�7644-M NO ANCHORS NOTCH DETAILS, NOTCH NOTCH DETAILS LIGHT WIDTH SHEFT4 SHEETS SHEST 3 SHEETS ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYR-FINbil X'CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAt:-EITE-CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 76"HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.-.................-..1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS..........................„.....1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAME,GLASS..ANCHOR OPTIONS.............................2 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE'COUNTY,USE ONLY miAmi-DADS COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM COO INSTALLATION,FLANGE& CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. EQUAL LEGIBOX................3 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE'TO BE CONSIDERED iX INSTALLATIONS,IX WOOD DUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN DEPICTED AS 2X ARE i-112”THICK OR GREATER,1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS To THE STRUCTURE.WOOD SUCK DESIGN &J-CHANNEL.�....................4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHrTECTOF RECORD.(AOR}. GLAZIN13 DETAILS.-.............. 5 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS DESIGN PRESSURES-- B-7 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES 8-10 6)1/4"MAX,SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, EXTRUSION PROFILES- 11 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST..... 12-131 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300, STANDARDS USED: S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. DING CODE(FBC),6TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WiNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 33-1/3%STRESS INCREASE HAS F-2014 FLORIDE1300-09 A BUIL NOT OGEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT :ASTM WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, ANSIlAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT R13VISED 9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. :=DESIGN MANUAL,ADM-2010 as c"Iplylas with do pmes 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ 7/S2-2010 Duitdiag Grde tr--^",A-Aoi LIGHTER SHADES OF CAP COATED PVC EXTRUSION NON$;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,AN VAF&PA NOS&ALUMINUM DESIGN MANUAL Accopratwco 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 00 RaWsed Dr. 04tv Rovoton: eralloirete 7 05/05/16 )ADDED RS By I....... JR USERINSTRUCTI 0 SHEET il. Miami ad,,p, Havleed By. Data: Revic(on., 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7, 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 013 3 ACCORDINGTO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1).WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN 9X7 PRESSURE FROM TABLES 4.8.rr MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW Ora &A-61** - 11 GENERAL NOTES 8,ELEVATION J ROSOWSKI lir 1*� IIYNN OPENING OBTAINED IN STEP 1, 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOWSUBSTRATE WILL MEET REQUIREMENTS FOR 1070 TECHNOLOGY DRIVE Two: v Date: -SET ARE MET. YOUR OPFNINVS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM, 6116/15 NTEGRAL FIN INSTALLATION. (941)-480-1600 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR I NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, SH-5500 SNT S I OF 13 MD-SH16500-01 INTEGRAL FIN OR EQUAL LEG/BOX). P.r.o 68705 cERT. or Aum. #29296 Sheat; TABLET ALLOWABLE GLASS TYPES Design ressure Frame Glass Frame From Glass Dowription Exterior to Interior) Types options Conflas, Shapes Installation Options that maybe used Type - - ", .,:. ." , Table# Shoot# 7 (see Fig 8) (see Table 1) (see Fig A) (see Fig C) '711 Air SOace:+511 Franne/Buckstrip-sheet 3,option I 7187,Laminated I a Liffilnotid;,(2)1.116sr'01Ll/Vt XGlabs,vAlh,'090".PVB!I I p+ Into 2X WOW Air Space+5116'Laminated;(2)Utes of 1/8"A Glass YAW Ow PVB Intedayer �4,6�—6— Equal-1.119, Square/Ract.,Through the frame ....Into Conorehr/CMU-sheet 3,option 2 7 7181 Laminated 1,G.:3/16*A Exterior Cap+31W Air Spaco+5116'Laminated;(2)Utes of I/V A Glass with-090"PVB Intodayer 46 6 Flange 5-16 Oriel/Proview Arch-Top& of the window...... .•••through IX Bucka(dp Into Concrele/CMU-sheet 3,option 3 8 7181 Laminated LG,;3116'T Exterior Cap+3181 Airspace+6/16"Laminated;(2)Liles of 1/8'A Glass with DOW PV8 Intedayer 4,6 6 (#2) &Cottage Radius Top ....Into Metal-she sheet 3,option 4 9 7/8'Laminated t.G.;1/61 A Exterior Cap+7116'Air Space+6110"Laminated;(2)Liles of 1/8'H Glass with.01301 SO Irdodayor 7 7 1 into 2X Wood Fmme/Buokfjtdp-sheet 3,.Opflon I 10 TW Laminated f.G.:Iff T Exterior Cap+7/1 S'Air Space+6116"Laminated;(2)Liles of 1/8'H Glass with OW SO Intodayer 7 7 Box/ Equal-Lite, Squaw/Root., 11 7/8'Laminatod I.e.:31161 A Exterior Cap+3/8'Air Space+6/16"Laminated;(2)Utes of 1/6"H Glass with.090r$0 Intodayor 7 7 Equal-Leg 5-16 Odel/Promew Amh-Tcp& Through the tam Into Concrete/CMU"sheet 3,option 2 _ 7 12 7/8'Laminated I.G.:3/18l T Exterior Cup+318'A&Space+6116'Laminated:(2)Lite$of 1/8'H Glass with.0917 SO Intorloyer R_, 7 (0) &Cottage Radius Top ofthe vAndmv..... ....through IX Buckstrip Into Concrete/CMU-sheet 3,option 3 —13 118'Laminated I.G.;11W A Exterior Cap+5116"Air Space+71161 Laminated;(2)Liles o(3110*A Glees with.090°80 Intedayer a 7 __Into Metal-sheet 3,option 4 14 7/8'Laminated LG.:116•T Exterior Cap+6/16'Air Space+7/16"Laminated;(2)Ursa of 3/161 A Glass with.090'SG Intedayer 8 7 Through the ....Into 2X Wood FramelBuckstrip-sheet 4.option 6 — Equal-Lite, Square/Rect.,Integral In...... ....Into Metal-sheet 4,option 7 16 WIT' LG.;Will"A Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Liles of 311(r A Glass with.090"SG latedayor 7 7 J-Channel 6-8 Odellpim4ow Amh-Top& is 7/8'Laminated I.G.:3/18"T Exterior Cup+1/4'Air Space+7/16"Laminated,(2)Liles of 3116'A Glass with.0907 SG Intodayer 7 7 (#1) &Cottage Radius-Top Through the frame Into 2X Wood Fmme/Buckstdp-sheet 4,option 6 I of the window...... •Into Metal-sheet 4,option 8 TABLE 2.ALLOWABLE ANCHORS THROUGHTHE FRAME GLASS TYPES 6,T.9,11,13 Through the Into 2X Wood Frame/Buckstrip-sheet 4,option 6 &16 MAY NOT BE USED IN Equal-Ute, Square/Rect.,Integral fin..... Into Metal-sheet 4,option 7 Group Anchor Substrate Min,Edge Min. THE HVHfA_9OVE 3W. integral Fin 5-8 Oriel/Preview Amh-Top& o 2)(Wood Frame/Bucksidp-sheet 4,option 6 Distance Embedment" • 03) &Cottage Radlus-Top Through the f1mmo 2� _Jyj�Sout ir-n PTn_eW--5_.5bT_796-Ir— ofthe Wndow.....[�.11;100-NMal sheet 4,option 8 #10 SMS Steel,A36* 3/8" 0.050" (steel,18.8 S.S. 'MIN.OF 3 THREADS Steel Stud,A653&r._33- 3/8" —0.0451-(18 Ga.) BEYOND THE METAL FIGURE A;FRAME CONFIGURATIONS FIGURE B;FRAME TYPES A or 410 S.S.) Aluminum,6083-751 3/8. 0.050" SUBSTRATE.FOR *A*-ANNEALED STEEL STUDS, . EAT STRENGTHENED P.T.—Southem Pine(813=0.55) 1-3/8" MIN.Fu-45 KSI&MIN.Fy=33 KSI. PvS`=.000*BUTACr1E0PVS'r-TEMPERED Concrete(min.2.85 kel) V. 1-318" 1 3116`1 steel U(tracon Lingrouted CMU,(ASTM 490) 2.112" 1-1/4- 4 BY KURARAY AMERICA,INC. P.T.Southem Pine(SG=0.55) 9/16, 1.318° 'UNGROU`I`ED CMU' BOXOR -SW- 090'SENTRYGLASO #12 SMS VALUES MAY BE INTERLAYER BY KURARAY Steel,A361 3/8" 0.059, USED FOR GROUTED FLANGE EQUAL. AMERICA,INC, B (steel,i"S.S. Steel Stud,A653 Gr.33- —3/8' '16.0451"—(1$Ga.) CMU APPLICATIONS. LEG or 410 S.S.) Aluminum,6063-T5- 3/jr 0.083, EQUAL-LITE I ORIEL I COTTAGE 1/4"steel Ultracon Concrete(min.2.65 ksl) 1. 1-3141 C Ungrouted CMU,(ASTM C-91)) 2-1/2' 1-114" FIGURE C:FRAME SHAPES 1/4"Steel Creterflex Concrete(min.3.35 KSI) _ _ ill 1-31*. -4 BUCK WIDTH 1�-4 BUCK WIDTH{+----i BUCK WIOTHt+ 114"steel Mr—scon Concrete(min.2.85 Kali 2-112, —Iwr )X OR TAL_ E. v 1/4"steel Uitracon P.T.Southam1.3/W 3 !H 8 1 T Concrete Pine(SGIo0jr -3XI 141 sleet Cretall—ex n.Wt. 3.35 Ral) 2-112- —1 S2 INTEGRAL Ungrouted CMU,(ASTM C-90) 2.1/2l 11-149 Lu T J-CHANNEL E_ IFIN 0 114"steel Cretelax _PT.Southam Pine(SG=0,55) ill 1318" ul cos In 114"steel Aggre-Gat Gator Concrete(min.3.276 kat) I-1/2 1-318", 1/4"steel Aggre - P.T.Southern /,e - f/J or L _1 " iLLL Grouted CMU,(ASTM 0-00) 21 RECTANGULAR RADIUS-TOP ARCH-TRP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED BLE-S:ALLOWABLE ANCHORS THROUGHTHE I GRAUFINz_' BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as Complying with the Flartris Min.Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Uulldtng Code Group Anchor Substrate Distance Embedment THE TABLES ON SHEETS 840. 4,=wnoom -0714.16 I lion Daus 71 k! Revi"d Date, g 7797 J_2_112_'x_131!'-Commorl,NaII- P.T.Southern Pine(S`G-7)' 3/6' 27116k. 2-112'Ang-shank.Rocifing Nall P.T.Southern Pine(SG=.65) 319, 2-7/116" vised Miami dePmfW or. P.T.Southern Pine(SG-.65) 112, 1-3/6" Recolor #10 Trusshead SMS Aluminum,6083-76* -318`1 - 0,060" (steel,18-8 S S $19, 0.0451"(18 Go.) cr41OS.S.' Steel Stud,Or.33' FTHREADS N tOF3 GLASSIANCHORS/FRAME OPTIONS )SOWSKI Steel,A361 3/a" 0.050" THREADSBEYOND J1, Dorm #12 SMS P.T.Southern Pine(SG-.55) 1-31F THE METAL 1070 TECHNOLOGY DRIVE 77114.1 Aluminum,6063-75' 3/8 O.Osr SUBSTRATE.FOR N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/16/15 -8S --6— (steel,18 .S. • -480-1600 • Steel Stud,Or.33- 316, OW STEEL STUDS, or 410 S.S.) MIN.Fu-46 KSI& (941) Stall: NO. Rer. I Steel,A36- 3/8" 0.050• MIN.Fyn33 KSL LyNq MrtyjR)�, SH-5500 NTS Sheet: TS 2OF 13 MD-SH5500-01 A P,F_4$0705 CERT. OF AUTH. #29296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION ANCHORODTHROUGHFRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETFtCMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION I • EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT V4'MAX$HIM FRAME INTO 2X WOOD 114'MAX SHIM 8--\ FRAME OR BUCKSTRIP. EMBEDMENT SASH VISIBLE 17 EDGE SEE NOTE 2,THIS SHEET. EDGE LIGHT WIDTH DISTANCE FLANGE FRAME DISTANCE SHO-1. .4 44 BALANCE TYPE VARIES T AN OR --LI/O MAX TYP,ANCHOR TYPE, 42 WITH SASH TYPE, SHIM EMBEDMENTAND, WEIGHT 64 EMBEDMENT TYP.ANCHOR TYPE, I "I i- ANDA NCE 31 DISTANCE PER I EMBEDMENT AND EDGE DISTANCE PER EDGE SUBSTRATE, 7� DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2,SHEET 2. DISTANCE SEE TABLE 2, 18 SEE TABLE 2,SHEET 2. EXTERIOR 87 .4 SHEET 2, FIXED VISIBLE 4 FIXED 19 20 OPT.SASH TOP FLANGE I LIGHT WIDTH AL LIFT RAIL 2 Eau 'VISIBLE FRAME LEGWX L NOTES: BUCK WIDTH FRAME HEIGHT FOR ALL WINDOWS — SHOWN IANCHOR@ 3.5&' HORIZONTAL SECTION A-A 48 FROM END AND AT 1)USE ONLY 21 CENTER SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2. OVER 36'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED mULLION,FED COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD- 72 0 ADD ADDITIONAL EDGE DISTANCE Lima.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @16-318" INSTALLATION OPTION SHOWN MAY 45 46 47 (;P-,) FROM END. BE USED ON ANY SIDE OF THE k=) FOR WINDOWS WITH WINDOW. IW MAX BOTTOM LOCKS SHIM #lD OR#12 STEEL 1/4"MAX BUCK 16 2)MASONRY ANCHORS MAY BE D N ADD ADDITIONAL SELF-DRILLING SHIM HEI USED INTO WOOD AS PER TABLE 2, SIAS(G5),SEE SCREWS 0 S-W SHEET 2.ALL WOOD DUCKS LESS 85 FROM END. TABLE2, 30 T- THAN 1-1t2'THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS,iX &S9SAB SHEET H El EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE,WOOD BUCKS 16 DEPICTED AS 2X ARE 1-1/21 THICK 89 USE EITHER OR GREATER.IX AND 2X BUCKS OPT. 66 LATCH OR (WHEN USED)SHALL BE DESIGNED EQUAL� (2)1' 81 30 1 64 BOTTOM LOCK, TO PROPERLY TRANSFER LOADS TO FLANGE INTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX FRAME WEEP LOCATION:15.51S` DESIGN AND INSTALLATION IS THE SHOWN NOTCHESAT 60 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END, OR ARCHITECT OF RECORD. EXTERIOR 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION S 15 PRODUCrRAVISAD (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 67 0 complying with ft 7)(W* OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED Bonding 1/4'MAX SHIM BEADING TO SEARING. FRAME INTO METAL FRAME INTO METAL A.==p Cada EoUAL-LEGJB0X NJ",vol AID FRAME SHOtiilRffivad W �0. mi ado PC ,27'Xi.25" NO ANCHORS -ffoTe—: - Rowelon: IG WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS W OVER(M FLANGE OR 2,ST'FROM 38 -LEG WIDTH S:L EQUAL Doscription., EACH END. FRAME SILLS @SASH:BUCK WIDTH-8d2" @ FIXED LITE:BUCK WIDTH-4-3/8' FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWS KI j Date: HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE Iftle: VERTICAL SECTION B-B BUCK HEIGHT12-3-161`16" N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM05/15/15 (941)-480-1600 S. Sheat: Drawing No. rlsaltifodoh 3 OF 13 MD-SH5500-01 A -5500 NTST I I f'.6,410 CM. OF AM. #29296 SH INS"i'ALLATIOV DETAfiLS FOR INTEGRAL FIN&J'.CHANNEL Fi2/4fi1dES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION.5 WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR EDGE DISTANCE I EMBEDMENT F"-- ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT - _._._1! j� NOTE 2,THIS SHEET, BUCKSTRIP,SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR {1 1/4'MAX SHIM 1/4"MAX SHIM BUOK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE V 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENTANDEDGE G=am 18 LIGHTWIDTH FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. _ (SCREW SHOWN) 44 BALANCE ZNTEGRAL MBEDMENT TYPE VARIES �m -L114"MAX SHIM 42 WITH 64 O "" • EDGE TYP AN„CH4RTYPE;;;c^` DISTANCE Q 30 1 Ebfti7ENT AND EDGE ' 31 -1 NCE PER SUBSTRA7 -_ p)SEE7A'L'E fSHEE12:' EXTERIOR TYP.ANCHORTYPE, Ll 18 l(NAiL-SHOI�IN} 87 EMBEDMENT AND EDGE FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, SEE TABLE 3, FIXED 18 20�OPT.SASHTOP J•CHANNEI , 1 LIGHT WIDTH SHOWN (NAIL SHOWN)SHEET 2. VISIBLE LIFT RAIL FRAME HLIHTEIG HT JJJ!!! t FOR`ALIWINDOW3'.: NOTES: SHOWN t 1 ANCHORO3SS'.. BUCK WIDTH 6 49 48 FROFr1;•ENI�AND;AT 1)USEONLY 21 �.CEN-- '> °' SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C I 22 Fl7R\NINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36`WIDE; OF SHEET 2.FOLLOW EMBEDMENT 114”MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM(STEEL FRAMING OR STEEL STUD, 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS,ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. 46 46 47 SCREWS 8.318" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK 0 BOTTOM LOCKS: 1F10 OR 1112 STEEL 1/4'MAX. HEIGHT 60 t6 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-ORILUN0 SHIM SCREWS(03 8.31W USED INTO WOOD AS PER TABLE 2, SMS(G6),SEE 85 �— FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2&3, O 30 THAN 1.1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS, XTE ERIOR VISIBLE IX WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 R BOTTOM ODEPICTED AS 2X ARE A-112"THICK OR BOTTOM OR GREATER.IX AND 2X BUCKS OPT, LOOK(SHEET 3), � 85 TESTED UNIT (WHEN USED) T SHALL BE DESIGNED FIN AND10R (2)1' 81 30 83 TO PROPERLY TRANSFER LOADS K FLANGE REMOVED INTERIOR 31 FROM SAS&618" 74 THE STRUCTURE.WOOD SUCK WEEP FROM SASH END` DESIGN AND INSTALLATION 18 THE IN•FIELO NOTCHESAT 80 RESPONSIBILITY OFTHE ENGINEER INTEGRAL FIN o EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION 7 SILLS IF ANCHORING THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 l'ItODWGT REVISED RmIft OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL se`'°"141i111a8 With 1!4`MAX BEADING TO BEADING. Banding Code INTEGRAL FIN �SHIM INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) Acuptnneo tVtr -a FRAME SHOWN --�or.�.ir Hmtk Duce •��` •.,A 4,• �e;f Revived Syr Dote: Rerrotonr C .27"X i.25"WEE ? .;yT WICOVER@2,87" -+;.;:'•.';. Miemt nda rodact Con 38 FROM EACH END. VISIBLE LIGHT FORMULAS : R.vfeed 8y: Dotal --' Ru tatanr_ TYP.ANCHOR TYPE, -� EMBEOMENTAND EDGE •--•�"�— EDGE DISTANCE WIDTH •" •_� (�3ASH:BUCK WIDTH•8.112' ® Deonrlp8on: Drown 8y. DISTANCE PER SUBSTRATE, FIXED LITE:BUCK WIDTH-4.316^ J-CHANNEL&INTEGRAL FIN FRAMES d ROSOWSKI SEE TABLE 3,SHEET 2, -.-I EMBEDMENT t '� (SCREWSHOWN) i;,;;t)�' :•:'`f 1070 TECHNOLOGY DRIVE Ptter [Dow .— SEE IGHT12-LITE} INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHTI2-316»tr' r'r.r;;;}t d;,,,';;;,,;= N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM Q5115/15 ANCHORED THROUGH INTEGRAL IF ": .+,; �••.....•• ::., '"� ,.L•t•.,,, (841)-4BO-1600 i l- +��•:�` Sertaa/Ffadek Scate: S"46"0 roat: Droning No. Rev: INTO 2X WOOD FRAME OR BUCK- 1r t yr.. STRIP,SEE NOTE 2,THIS SHEET, A.'I:YtlM MILt6k;�.E CERT. OF AM. #29298 SH-5500 NTS 4 OF 13 MD-SH5500-01 A P.EN 66705 7W NOM. TV No 718"NOM, 71V NOM. 718"NO 5/16'A/A PVS 5/18"AIA PV8 5/16"A/A PVS- 5/16'AfAPVS-- 6116"H/H SG 711&'AIR SPACE-- 7/16"AIR SPACE--\ 318"AIR SPACE AIR SPACE 7/16"AIR SPACE IWA GLASS IN'T GLASS--\ 3116"AGLASS--\ 3/16"TGLA15" 1/8`6 GLASS <0 EX ID EXTERIOR Is <j EXTIEMOR <0 EXTIERIOR <3 EXTERIOR §�S=TYPE GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718P NOM. 716"NOM. 7B"NOM. ?w NOM. 718^NOM. 5/16"H/H SG Stier H/H SG 5/16"HIH SG I 7116"A/A SG 7116"AtA SG- 7/16"AIR SPACE 318"AIR SPACE--"" 3W AIR SPACE 5116"AIR SPACE 6116"AIR SPACE IWA GLASS 1VIGLASS IWT GLASS--� 3/16"A GLASS 31WTGLASS---� I - EXTERIOR a EXTERIOR '),% �EXTERIOR EXTERIOR EXTERIOR 78'79 7&79 ei:�u (E3— e— e--[�dj GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8"NOM 7/87 NOK 12"NOM GLASS THROUGH I ItV,AIR SPACE 1/4"AIR SPACE 7B 79 SITEY�. > —,\ 3/1&'A GLASS 3/16"T GLASS--- WITH J•CHANNEL OR 2 74 ES EXTERIOR EXTERIOR 1w Mill GLASS TYPES S,7,9,11.13 78.79 79 31 &18 MAY NOT BE USED IN PRODUCTRM. SED §aLFtL0R 7 THE HVHZ ABOVEI. 30'. GLASS TYPE 15 GLASS TYPE 16 as complying wilh do fludda A Q "D..4"o 38 30 Revised EII,- m Rovistom By mn Roviud Dr. Ode.'. R**foft.-- N p,!ir/o 1 t :a g! Deoar7Ptton: Drown FII6, TYP.GLAZING DETAIL 14" HEAT STRE NGTHENED GLAZING DETAILS J ROSOWSKI NG NOTES: i E YANNALMEP TEMPEK0 5/16 1070 TECHNOLOGY DRIVE 77fle., :PVB"-'090"BUTACITE PYS BY KURARAY AMERICA,INC. N.VNICE, FL 34275 SG'-.OGG'SENTRYGId BY KURARAY AMERICA,INC. SINGLE HUNG WINDOW INSTALLATION-LM Doter16 1 • (941)-480-1600 TR.—V FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. SartolUodell FDrawfal?NO. 'A.,L�ygvl' -5500 NTS 5 OF 13 H5500-01 A og I MD 4wCERT. OF AM. #29296 SH E5 TABLE A: cl.r BL 6• Dian typ.. Design Pressure,ibs7N1 �..�6�✓Y li..ul�m�gn n sun N.qm DealOn Pne6urc,ro61N° oI-2Typn Dealon Pressure,ibsttt< N.inE ani Rano @Whdaw Rwo On) TitZNnm arae +h 50.0 R2 Hwd$hm un to 40, 1 62.125 +06.01-70.0 ReintL+ni 234 11.944 -65.0 .70.0 -09.0 7o.p Relnt levo! R1 ForallvAda15 aneh 01x66 I siahbal dt.po 14.617.1&670 A05b^..20.0 +05.0 70Q R2 Ford window mid cath elz.. 2a, Eq.-mb ii.603-14.6161+010 70.0 -+WA;'740 SEE TABLE 0,SHEET B FOR ? SEE TABLE 10,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. s a d.WPtatax Hart-2&M 4d5A -700 '4654 780 ANCHOR GROUP AND QUANTITY. 7-eaei 2&612-26258 ,eta -7DA +954 a0.o St-M-W CM gc 20.050-21610 466,0., -,?OA !05,0__:7010. y37.975. EgtaNto 17.647.20.637 no •74.4 �i 6UmdtnifkoMru 14.617.17.616•+%A 144' 465.0"-•700 11.377.14.615 4060 -702 1.054 •704 741"1 1 27.003.31.911 165,0 •70.0 165.0 -700 0414m 0196 20617.VA2 4634-70A .660 70.4 SmM.W C411ap 23.617.28616 .660 -704 +0.1.0 70.0 HEADER 0,4 EPmnb 20,617.21516 1510 •70.00 -43.0 •70.0 HEADER G. WPmlrw 17517.2&015 -5&c •704 -GSA -780 23 antwnstm 14.517.11.510 -08.0 .70.0 .no •Tao 23 sht.1 11.77-14.616 4610 .70.0 465.0 .70.0 hied o 31.633.089it 8660 •70.0 165.0 •'Tap a.da'dc a.O. 25477.31.552 +660 •704 -69.0 1•lap Equ6iM 20.617.XSIO 465.0 .704 1-554 1•70.0 U MEETING RAIL 40 Smrd.WPcadew 17.617.28.516 4060 70.8 465.8 •70.0 O MEETING RAIL Ogstgnat. 14.517.17.515 -560 70A +654 -70.0 26 0 C.WmG" 12617-14.515 -660 -702 4654 -7aa 27 5 - _• Shu4Ul 11,377.12.516 406.4 702 415.0 -7aoEy E Ek10R p Most 33.299.37.636 456.0 -70.0 4$5.0 780 j� VR O lye suMtWCduos 2a517-33.207 -MA -704 4W.0 23 Eq.tW4. 23,5tr•2a616 +�,o -2040 +666 •rtla 23 JAMB4.5x5 out.. n 28617.23.510 +05.5 -70.0 .66.0 -704B JAM OmIW.WPralav 17,017.2a510 4680 -70.0 +56.0 .70.0 Rjog SASH E ERIOR SASH Cymmsf.. 14.017.17.616 4610 -70A 4510 •70.0 HEIGHT HEIGHT cud.msin 126S7.18a10 .664 -70.0 46&0 70.0 shawl 11477.12816 ,65.0 704 .65.0 70.0 h6t9 3&617.41.614 -G&0 .704 4&5.0 •70.0 Stmdmd Cdup. 3MT•3a510 -65.0 •704 +510 1•70.0 23 Equdi6. 29.617.31.510 +610 -7010 -65.0 1•780 23 StmdmdPled.w 21517-28616 .610 -70A -55.0 1 70.0 SILL 42 c thmatx. 20.517-23.616 +66.0 -70A 465.0 70.0 SILL (� C.atwn6lx. !7.617.20.316 466.0 •704 1+53.0 -70.0 41 cu-lgmske 14.617.17.616 -no -704 +664 m.1 0.0-ft. 11017.14610 4668 -7DA 466.0 47.3 6Mrleai 11.66/•11016 +650 -70.0 465,0 40.6 h6e.l 39.617.41.&4 465.0 40.0 469.6 70.0 Cnl.nl6in aa617.3911a -664 „:70,tl .sea 70.0 - Egu.H6. 35,611x0.610 .60.0 5;70.0- 146.0':=740_ re? cetl.msix. 32.5nx6a16 .$so -.70.0 .96.0 •70.0 SECTION DETAIL FOR WINDOWS WITH r_..y: SECTION DETAIL FOR WINDOWS WITH swwWP.51.w 29,avxa,ala .aso •70.0 .a10 a0.a LEVEL R1 REINFORCEMENT&GLASS TYPES 5,8,7&8 C11"six. 204»-Stam -65.0 •ro.o +e&o ar.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE shal..t 25410.26,616 -65.0 7DA Mao m.0, (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES8 Equ.Lii. saal7.at6u .est 704 .as,o .ma APPLY TO ALL FRAME TYPES& - CONFIGURATIONS) e4 CO.umffim s&617.35610 -no -ma a65.o ala CONFIGURATIONS) 6tmdaWPrvAaw33.015.36.616 465.0 •70.0 865,0 m.0, PROUWCTRBVISED et.7a Watt I 414x4 +6&0 •ra4 .652 m.s as c-09111 ng Wifb the Florida SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY, Dui plo CaNm da ••MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 COO Inc Date -0 111„ 1111, Revised Bye Date: Revieiom G pi 1M Dole ! By Minn.I)OdO PM uc Gonx a: 'tr•,i',t+i�; ','r:" R.vl6ed W. Data; NOTES: 1)USE THESE TABLES FORALLWINDOWS INSTALLED THROUGH THE FRAMEORINTEGRAI.FIN. S.0 6 J DESIGN PRESSURE TABLE 0,J ROSOWSKJ 1070 TECHNOLOGY DRIVE Wits N,VENICE,FL 34275 Oote: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. .~. t '' ,°t 1 ,1. .,444';4;`;` -LM SINGLE HUNG WINDOW INSTALLATION 05!15!15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN r;'� ;•.+•j"""•:•?' '•'" (941)-'180-1800 Settas/Madek Scott: Stento Omw7ng No. Rat.. ON THE TABLE. jd!tln 4{1"L`ER 1�E • of AUTH. X29296 SH-5500 NTS 6 OF 13 MD-SH5500-01 A Ptl bids TABLE 7: rA BL6 8: Olaa lypa 00!147068th 7 Massive. 13.11-3.1e0421S&/5 De aplaa to,ghta, oathwcea OeiigR Pressure,ibattt 13&14 D"I'leflonforOW Dose Wart D6eign Presouralbstft RoInti..v l Rangoaaftdow R.N.and adaw uak%M mIn 061171.1.41401 Range®Wlsom Ranco 00 WintloW BuckWlan g Watt Shown uptoes 49 S2125 54 3 Rdohi shown 18 E4 1 32 J@ 1 40 1 8 1 62126 169 23,8 Equs144a 11.394 -70.014 10.00.0-110.0 +70.0•110.0 +70.0•110.0 233 Equd4119 11.384 770.0-'170.0 40.0.110,0 +70.0-110.0 +70,01-110.01+10,01.11 +709•110.0•70.0•410.8 N_ -110.0 swal"Cottage f4.Dt?•15.070 470.0 .8 4100 +70,0 Also .70o-110.0 8lsadmocolreae 14,817.16.870 +70.0 4to,0+78.0-110,6 N •110.0 +70,0-110.0 +70.0 4140 •700-110.0 +70.0•110.11 +70,0.80,0 28 Equ154ttq it3"-14.111tl +76.0 0,0 410A •70.0•Bao +70.0 •110.0 28 Ega7ldue fbte3-14.616 +'70.0-!m.o 0.0.0-110.0 +70.0•110.0 +70,0•11170 +70.0 •110.0 +780•110.0 •70.0•110.0 +70.0 4/18.0 etendard Prvtaw 11.317.11.662 +780 .4 4100 +70,0•110.0 +70.0•1104 BteM9mPm4ew 11.377.11302 •10.0-110.0 •700-tfOA +70.0•770.0 +70.0 450o +Tag-110.0 •70.0 410.0 +70.8.110.0 •70.0 •110.0 HEADER Wool 23,111.26.264 +70.0 .0-1_0.0 +700 4180 +70.0 •110.0 TOIUM 22617.26,280 +70.0-104 0.0.0-110.0 +70.0 410.0 +70.0.110.0 +70.0 .110.0 +70.0.110.0 +70.0•110.0 •70,0 -410.0 SWndaaf Cofto90 20,060.23.510 +70.0 0.0•1100 470.0•/104 .70.o•110.0 Blanamdcologs 20,959-21416 00.0•10.0 +70,0.10.0 +7010.10.0 •70-•140 470..1-1100 •70.0 4186 470,0 4108 7770.0 •110.0 26 3737.1 Egnd42o 11.517.20.617 +104 0-110,0 4786-170.0 +70.6•logo 37.376 6quW-No 1LM7.2US) +7010.110.0 700 410.0 +70.0-110.0 +704.110.0 +0.0-110.0 470.0-110,0 +70,0.110.0 +70.0 -0080 6!677.1677.1 PRMow tA.61T•17.61@ +TOA .0•110,0 +ToO-110.0 4740-%led 9IQndV4Pral4W 14.517.1?,510 +70.0.110.0 700-4109 +704 4tax +70.0 ties +7&0 410.0 +TOA•itOA +70.0•lfo,o •70.0•17-0 SMdaat t1,71T•14318 +70.0.140.0 +704-ties -?so 407.9 LM•1020 8178.1841 11,377.14,015 +TOA.110.0 •>0.0.110.0 +70,0•110,0 470.0•1100 670,0•1140 +?0.0•10.0 +70.0•107,0 q0- •103.0 781708! 27.683-31.011 +704-110,0 +70,0 49,0 00.0 -820 +70,0 40,0 Taunt 27,683.36,011 +70.0•110.0 .7"•110..1 4100•1100 +?OA•1140 :70.8-1t&0 +7ao ABA +706 434 +70.0 90.0 U Cuttam 07t. Mot'1.27382 +70.0 440.0 470.0-7104+70,0 410,0 +180-110.0 C0dsm8ka 26617.27.302 +Tag 710.0 00.0 410.0 .7&o.110.8 +70.0.1las ?0-ties +10.0 410.0 +70,0 1140 7740-110,0 MEETING RAIL Slendard Canoe 23.617.28.618 470,0 410.0 +70,0•7WA •780-170.0 +700 7110.8 9Un0ud CatleOa 21.517.26.578 +780•110.0 +10.0•4140 .Taal-110.1 *70.9•41¢0 +Toa:tl0.0 *780•154.1 •70.0-15.0 •744•410.0 44 dauWtie 286!1.23618 170,0-110,0+70.4 410.4.700 410.0 +70,0-118.8 44 Equd4ne 20.$17-23618 +70.0•1!010 +7010.110.0 +70.0•110.0 +70.0•11go 40.0•110.0 .700-110,0 +70.0•110.0 +70.0 -110.0 27 SleMvd Prodaw 1X617.20.81@ 470.0•710.0 +req•110,0 •740•1100 470,0.110.0 OlandardPmlow 17,617.20318 +70.0 410.0 770.0-1140 +70.0•440.0 40.0.1100+70.0-10.0 -Tax•1ta.0 +700-11x.0 +Tu•1100 customsko 14.517.17,618 +704-110.0 770.0-110.0+Ta0 710.0 +7a0 4W.0 Custom8ha 14317-}7348 +70.a,iloo 470.0•110.0 +740•10.0 +70.0 41=0 +11A•10.0 +70.0 47x.0 +70,0-110,0 •70.0•110.0 gVEROR BMdeat t1.37J-14.810 +704 •110,0 +70.0•110.0 .raP•101.0 670.0•707.0 Bhod4.1 11,377.14.616 40.0•1100 +10.0.110.0 7700 410.0 +70.0-lite 000-710.0+7o0-110.0 -21:.- P •103.0 Wool 31.563.35,911 +700 4180 Hag -00.0 I+mtl .920 +70.0 •90.0 1 TOM 31.693.36.01 .70.0.10.0 •70.8 410.0 10.0•116.0 +70.0-110.0 N6,0-710.0 00.0 49.0 +770,0 8110 +70.0 40.0 Bonuses CoSsge 29517.31.662 +TDA 4100 +704•110.0 00,0.110.0 +700 4100 Olaodefd Cona00 26,617.31.682 +70.0 410.0 +70.0 410,0 10.0•110.0 +70,0-iT0,0 Nat-710.Q +7010•110.0 +lag•1101 +70.0 410- �AMg 26 Equet411a 4.0517.28.516 +704•1/80 +704•11010 +704 410.0+70,0.1100 Equd48a 20.617.203Ts +7a.0-TtOA+700-110.0 +70.4•118.6 «794•1140+10.0•110.0 +70.0•170.0 470.0 410,8 +7ao •710,0 48 5fandardJ?M&- 17.6tT-20.610 ODA 410.0 •700•410.0 +70.0-110.0 +70.0•110.0 48 Blenderd PrvAoW 17,617.20616 +70.0-10.0 +70.0-11010 •70.0•110.0 •70.0 Also 7760•110.0 100•170.0 10.0•110. •?as •1eA RICR SASH Custom sko /4517.i731a +70.0 410.0 +7ao•10.0 470.0.1%0 +Tag 410.0 Cue=Sake 14.61?-Mile +?0.0-114.0 470.0-10.0 Nog•118.0 +7ao.11170+70,0-110.0 =rat•iloC +70.0.10.0 .70.0 .ito.a �7 HEIGHT Cuatarn 3lm f261T•1a.578 +70.0 416.0 470.0•710,0 41x.0•110.0+70.0-110,0 curt4m Bke 12817.16618 +70.0-770.0 +70.0-10.0 .TOA•110.0 40.0 4%0 +70.0•110.0 +70.0•110.0 4700•110.0 40.0-10.0 $E{'iT){}N DETAit.FOR sMdml 11.377.12.516 +704-110.0 110.0-110.0 +7¢0-110.0 +70A•110A ^�+ Owed lix?./2615 +70.0•10.a 010 410.0+100•tia0 +!0.o Mko +Jaa-11Qa +T0.a-10.0 +70.0-1100 400-iio-o Tdtasi 33.200.37.636 +7gA 410+0 .70,0 %.a 770.0 -93.0 +70.0 -90.0 TAIasI 71.208.37,675 +70.0•110.0 40.0•11010 •10.0•110.0 +70.0•1100 +70.0•11=0 00.0 Oto •704 -0310 .70.8 40.0 WINDOWS WITH 61617.1706 Cogape 26617+15.207 +700 •110.0 NOA-110.4 +770.0 410.0 60.0 410.0 SlandoadCaeago 20.517.12207 +700-100 u0.a-15.0 .70.9-10.0 •700•1140 N0Q 470.0 +T&0 416,0 418.0 418,8 .770.0 410,4 ),E`/EL R3 REINFORCEMENT 26 Equet0le 23.117.20.018 470.0-}tae 470.0-110.0 770.0•110.0•10,8•t/00 +� Eque4ne 23617.26.015 40.a•110.0 -?.0 416.0 •780.10.0 40.0•11x0 7770.0-110.0 +700-110.0 .10,0•110.0 40.0•170.0 Cusrom stc. 20.617.23.610 +70A•110.0 +70A 410,0 arae•1100 *Me-110.0 m CUe0m8ks 20,617.23.0}6 40.0-110,0•70.0-4lQo .780-/t0.0 +7ao•1lao+mo-iio0 +704-11&0 •70.0-110.8 +7ao•tiae &GLASS TYPES 9-18 49426 seminalN.*W MIT•20AtO +704-104 +70.0 410.0.701.110,0 .me-1100 48016 Stenaanaft Sew 17,07.20,$16 +710-10.8 +70.0.1WO 770-1p.o =70.0•10.0 40.0•111.0 •70.0-1D.0 •iD.O 410.0 411.0 4tc,o (REINFORCEMENTS 911.1. ggtam Ske 14.617.17.816 +704 410.0 +TOA-110.0 10.0-110o +Me.110.0 Cuslom8ke 14,817.17.515 +70.0-170.0+70.0•1100 10.0-110.0 +70.0-Site+70.0-10.0 Na0-116.0 10,0&tae -70.0-180 FIGURES ABOVE APPLYTO Custambas !2817.14316 7700 410.0 +780-1140+700 44x0+700-ties c dem8ke 12.6}7-14.518 +JOB-110.0 +70.1)-110.0 +70.0-ilo.o 40D•110.0 .70.6-11D.0 +70.0-110.0 •70,0 7170.0 +70.0-110.0 FLANGE&BO)UEQUAL-LEG Shadsat 11.377.12.516 770.0 410.0 170,0.110.0 .70.0-110.0+rao•110.0 mate! 11.377-12316 70.0-110.0•70.0.110.0 •70.0•110.0 +70.0.110.0 .70.0-110.4-.no-110.0 470.4-110.0 •794-104 FRAM£TYPES ONLY.ALL 7811814 J8317.4tA4d +70.0./too +700-1180 4700-tt0.b+Me-180 Tassel 30.517-41144 •704-16.0 •70.0.110.0 •70.0•110.0 •70 -110.0 •70,0-11D.0 +70.0-110A +70,D 410.0 •70,0-]D6.7 CONRAME YPESAPPLICABLE,) SfaWmd Co909e 31.817.38.816 110.0 •170.0 10.0•110.0+70.8-110.0 +700•110.0 Olaalerd CotloOe 31.6}J-30.518 10.0•110.0 470.0-110.0 +10.0-110.0 4700-110.0 •70.0•110.0 +?0.0-110.0 470.0-1088 00.0 1738.0 Eq.M. 26517.31.816 -70,01-1104,770.0-41¢0+700-110.0+TQO-1180 Equa•Dta 21S17-37316 +700-010.0+7gA•110.0 +10.0•110.0 +70.0•110.0 •70.0-110.0 .70,0 i0l . 6.0-107,0 +70.0 -102.4 01617.1470 Prw4W 23.61T-20.610 •70.0•110.0 .70.01-110.01.70.0•110.0 .70.0-110.0 8tenM.1 aA.W 22617-26.618 +700-710.0 •70.0.110,0 •70.0-110.0 +100•110.0 •70.0-110.0 •?0.0 9.0•119.8 +70.0.•105.2 52 Cuomm eks 20.517.21.510 +70.0.110.0 670.0.1180 +70.0-710.0.7814-104 02 c.domelse 20617-23316 .7 0-les N&o-116.0 470,8-770.0 •mg-104 •70.0-110.(1 NO.P Q.D-170.0 •70.0-10X0 Oatomaho 17.017.25.818 470.0•110.0 +704-110.0 +70.0•180 +780-110.0 Cudameke 17.517.20.616 •10,0-110.0 •70.0-110,0 •70,0[-lima +70.0-11x0 +70.0-118.0 •7ao 0.0-110.0 •70.0 402.6 oalanska 14317.17.816 770.0•110.0 +70.0.110.0 +700 47!0.0 +70.0 410.0 CUSIM Bila 14.617-17.610 170.0-110.0 40.0 410.0 +Tao-11010 Moi-100.01-7010.142,6 +700 0.0 460.6 470.8 •1003 t nMmSW 13A11.fd fif8 470..1 4700 •70.0 450.0+70.0-110.0 +70,0 4!180 custom sea nationals 4o.o-lIO,O 40.0•110.0 •70,0•1002 •70,1•1001 •70.0 -87.1 -70.0 944 410.0 44.4 •144 444 GLASS TYPES B THROUGH shalaat II B64•is.One .70.0 410.0 +70.0.710.0 +70,0-110.0 470.0.110.0 BSOMa1 11,084.13.016 +700•110.8 •10.0.110.0 ?to•1026 N0.o 9X0 •704 433 +740 40,1 .70.8 40.0 NO,a 40.0 16 MAY NOT BE USED WITH 7001,11 60317.41.644 +70.8 416.0 +70,4 410.0 •70.8-t10.a 670,0•10o 700181 36.07.41.644 .70.0•lap «10,0-110,0 +Teo ilo.o •?ko•lino .70,0-110.0 tag•114.6 NaD-101.6 .to.o .1.1 10 MAY NOT BE USED WITH Cuerom s@2. 3@877•x,618 +70.0•110.0 +70.0-1110 40.0-180 +700•110.4 CUaomBke 32.617-39.615 •10,0-1108,7ao-110.0 410.0-0i0,o dos.10.0 +Tac-110,0+T4s 450,0•74o 40!.7 470.0 Baa •FIN FRAMES £61481440 J53R-3&bte 478.0•710.0 .7ao 4180+70,0 4184 4700.1]0.0 E4u541e 38.517.39610 10.0•1110 40.0-110.0 4010.114.0 +rep•lax .?601•110.0 +70.0.10,0 .740•100.4 Na.o 96.4 70 Cus4om Sae 0281)•3$,BIB +70,0 410.0 +10.0•110.0 40,0.180 •rail.10.0 701 cutiordsbq 32617.35616 +70.0-110,0 .7aq-710.0 -70.0-10.0 •700•it¢o Nac 4t00 7704-100 40.6 400,1 77700 45.2 OtandoNProloW 20,517.32.6te .70.0•11D.0 *70.0-10.0 +700.1MO .70.0-ties 6tanaardPtaA4w 29.61?-32816 +70.0-110.0 10.0-110.6 10.0-110,0 •70,8-110,0 +740•110.0 4780•109.8 77=0 •101.8 +70,0 98.1 Coelom Blta 20,617-20,616 +70,0•110.0 10.0.110.0 +70.0.110.0 +700•110.0 customaas 20.617.20.818 •70.0•110.0 •701-110.0 +70.0-107.9 .700-102.4+70,0 •990 +704 98.4 +70.0 46.4 +70.6 964' Bhatee! 25.610.28.814 •70,0•1100 41010.110.0 •700•1180 +744 4la0 9Mdot! 26518-2867 6 +70.0 410.6 170,0-110.0 .10,0•104.8 •70.0 49,1 +70,p 45.4 +70,0 424 •70.0 424 •70.0 92,4 EqualAt 90.017.41.044 .TOA•1100 !7"o.110.0 +70.0•110.0+70.0 410.0 Equate" 39.617.41.844 •70.0-110.0 •70.D•110 NO.a 410.0 10.0-110.0 +744•110.0 -109.@ +70.0 46.7 +700 -0t.i 64 N3Wm8u4 O6D}7.00.618 +700.1100 4780•110.0 40.0-ila8+704.110.0 % Custam9lm 3x51)-35318 +7ao-110.11•70.0 AM .70.0-187.8 +780-1029 •70.0 48.9 +70,0 454 +70,0 461 -Mo 41.8 tOMW6 P7A4W 31.618.0S.61B .70.0 4f0A 40.0•110-0PRODUCTPRODUCT REVISED +70.0•710.0 10.0 410.0 gLOrMard Pralew 33810.3D.616 7 10.0 0.0-110.D +70.0- •704-102.6 .70.6 9itl •70..0 •93.3 •70.0 .00.11-70.0 40,01+70.0 -00,9 91.78 760801 " .41,648 +704.1100 670.0•1160 NQA.114.0+7=0•11¢0 81.78 Toneat ++ -41.944 10.0-110,0•700-1186:711,0 4!028 170,0 4?,0 +78,0 •83.3 •70.6 90.1 +70,6 90.9 •70.0 40,0 115c0nlplyingWith the FlNida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY, Rultdtng Cade +'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-6D.136 ++MIN.SASH HEIGHT=WINDOW BUCK HEK Acceptance No I;I I l 1;;r f, Revised V' Bate.- RevtNon.. R ifut•a Data + t `_l i;x•• ' ReNaad Bj7 Bata: - RDY7atoM- - NlinntI Tall@878.11}81 NOTES: 401 Bevoripflon: Brown We 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. DESIGN PRESSURE TABLE J ROSOWSKI 14 irb , 2)FRAME DIMENSIONS ARE BUCK,SASH HEIGHT 19 AS PER THE FIGURE. •�" ') r� r�`��,� 1070 TECHNOLOGY DRIVE Ltle; t2.: N.vENICE,FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05!15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ''•'• •''••••.• (841)-460-1600 ON THE TABLE. •��:tY rN'tiAl{.l,'ER,lx.�,it 181166/Modatt Scale: Sheat: Drawing Na Rev; !�.tErgraa' CERT. 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Zyri t --------------------- cx�z0 a ii as awv .- N N N V A A 0 v O �Dfl on V ea— aaaaw - - Z W - o an caw - i ['! am." n _ < at M-M n an�an g +omt nNnnnnNN«nNNNnnNnN..«.,,«N�„NNa..NN..nNnnnnnN..nNa..NNN«Nn« aw-mN ea, — m F Hal." « w �i r g �leaav! ^ O 3 -0eat S m_w a o AODA1 O y �a aampa « z w NA nAronroAAdo�<vAro �o.e<..e 0 r ell—Mo aaaaw - - i Q� x N NFa a - r 6 4 a +Z a anwDke N n m V v Z nv®a n n n � ¢ a 9 anmpa « "rc rs O w ¢ aa+ww - <y� � z a w_ r Q - - „a z O aa�aw - -N--N N NNnN A�N A-NnAA .1..1. A g Ayoyzx Ea' � - ^^'sss="�a^Y� m w a - -� i�===i�i9 Fig� At3Rs^NCF alo Mille nl0�li�'�i':; g- �'a wg x tl's z x m E �g €�� - m849 3' wa Som € 5o�mWs-m� amol�4 r w 3 ffi a2 y a 8 $m m ®a $ � � aD w O d mF' Ai « � a® o o CAm I w [t W 6 g z r LL rl F « tWabniraDe�rourvr ills z n m ' 3,500' 3XOD, .062. .062, .002' .062" _7 T-T 1,483' 07(r 0" 1.483r' .0aw Il 1.184" rim 715' .070- .62&' 1.186" A50, .625' J-CHANINELFRAME FLANGE FRAME 76. FIN FRAME EQUAL LEG FRAME 177�� 1.376" HEADIJAMB HEADIJAM 1.3 HEADIJAMB HFADIJAMS LIGHT SASH HD SASH F REINFORCEMENT REINFORCEMENT i F i a 8 3.483' 3.48r 3.4121 071r 1.182' 3.483' i --TQA70' .791, 1.0361, 1.041' T4 2.444" 2A 2.444' 44' tj1.331' 2,444' 1.346" 28 STANDARD HD MEETING RAIL ="U REINTIF MORCEMENT EENG RAIL REINFORCEMENT 1 L .625" .626" OFLANGE FIN FRAME EQUAL LEG -F 1.37V /FRAMESILL T FRAME BILL 7 SILL FRAME SILL 1.872" -T 1.641' 1.216' 1.630* 1.37(r ;!.Ioo* - 1.472' 1.665- .065 1.376' 2.176' 471 ,974' .690" :1 r 03W .365 070' M=f.seol FIXED BALANCE SAS 8 Pf T -T 1.231. t0ow I- -T .080' .070 .050r 14 18 SASH RAIL 'CR r, 19 LIFT RAIL 20 LIFT RAIL 21 BEVELED BEVELED MEETING RAIL COVER F INTERLOCK INTERLOCK COVER INTERLOCK 02 INTERLOCK COVER PRODUCT REVISED M complying xvith d;D FMft 4110din6 code A -IltunwND16-0 14--(gr m. RoVised Or. Data; Ravmlom fIvillation.Dole 020 By ....... Minn) fide Pgbduwdj*Con 864' 1-- .175" Lf764" .764" RovIsed Sy. We: R.,ldon. -T T 0 Dascripffon: DmWn w 72 LAMI 10 et EXTRUDED 82 ROLLED WINDOW EXTRUSIONS J ROSOWSKI BEADING SCREEN FRAME SCREEN FRAME 1070 TECHNOLOGY DRIVE 1700, N.MICE, Fl.34275 (941)-480-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Sales/Model sheat. Drawing no. ftyp" P.E. P.EJF 68706 CERT.OF AUTH. #29296 SH-5500 NTS, 1 11 OF 13 1 MD-SH5500-01 A TABLE 12: TABLE 12,CONT,: SILICONE HOT-MELTBUTYL Bill of MDteriai BIII of Material,cont. STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL SILICONE 3118"NOM. POLYISOBUTYLEN 1/4"NOM, FOAM 1 62 Single ung rams ea am - , anne C 72N9 u o oc Mecha sm G S eel WITH DESICCANT WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto hock Cover Assembly Cast Tina EXT•GLASS EXT.GLASS a 620104 Single Hung Frame Head&Jambs-E ual Leg/Box PVC 48 7eX1180PTX #e x 1-1/8"Ph,FH SDS(Auto and Sweep Look Screw) 38 5 620105 SHiDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Look Keeper Cast Zinc s 620106 8H/DH Frame 9111-F arse PVC 50 7eX34PPA #e x 3/4"PH.PH SDS Kea er Screw} SS 7 620107 S DH Frame Sill-F n PVC 51 420181 UR Beveled lilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/Off-Frame SIR-Equal Leg/Box PVC 52 420182 LJR Pull Rail lilt LatchComer Key PVC 14 820131 Fixed Meeting Rail PTC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Reil(Sides,Top&Bottom) PVC 54 420163 Tilt Latch PVC ?e 4SG TPS 77 SPACERU NXT m 17 620134 Balance Cover PVC 55 420184 -nit Latch Retainer PVC 18 620133 Sash StoplScrew,Cover PVC 58 720207 1"Tilt Latch Spring SS 19 620156 Pull Reil Interlock 6005 T5 Al67 420186 Plastic Tilt Lata Finger Pull PVC ALUMINUM 20 620144 Pull Rail interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cas Zina REINFORCEMENT pOLYISo• DESICCANT FILL AREA BUTYLENE 21 620167 Bawled Interlock 6005 T6 At 69 420180 Plwt Bar Gomer Kay PVC -6118°NOM. 22 620145 Beveled Interlock Cover PVC 0 720206 Piot Bar SS 6/16"NOM, SEAL BUTYL& SILICONE SEAL 23 620150 IJght Sash Reinforcement 8063 T6 A] 63 720191 Sash Pull Handle Cast Inc DESICCANT ROLL-FORMED 25 620162 HD Sash Relnforoement 6063 T8 At 84 720194 Sash Pull Handle With Latch Assembly Cast Zina FOAM STAINLESS STEEL 28 620153 Standard Meeting Rail Reinforcement 6005 T6 AI 65 7834 PT #B x 3/4"Ph,FH SDS(Pull Handle Screw) SS EXT.GLASS 27 820154 HD Meeting Rail Relnforoement 6006 T5 Al 66 420188 Bottom Lata Strike Plate Cast Zino EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 78588 x 6/8"Ph.FH SMS Strike Plate Screw) SS 31 6Q300 Weatherstrip,.19D"x.300"Foam Bulb Flex PVC 72 720135 Lam]1.G.Bead PVC 32 1719 Weatherstrip,.167"x.220"PolyPlle 74 8ackbedding,GE 7700 or 791 Silicone INT.GLASS INT.GLASS 33 61825 WeetherstriPlug,,220"Finseal 75 71646N Setting Block(718"x 1"x 1/8"),85+/.5 duro. EPDM _ 35 78X1MTT7 #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum (7s DURASEALO fa XL EDGE' 36 7SX3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum ' 'SPACER Q SPACER 37 71669SP Meeting Rag Screw Support Plate 6063 T6 A] 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 36 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 40 720)0000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 It 314"IRK FH SMS(Cor,Force Balance Screw) SS 85 7CASPM Tenston Spring SS 42 Spiral Balance 68 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 67 61635!61614 .14 Screen Spline(Maohlne/Hand Rolled) vinyl 44 78X114FPAX#8 x 1.114"Ph,FH SMS(Spiral Balance Screw). 41055 Fart# Description Material 78 Komineding 4SG TPS Spacer System 11RODLICr nSVISED 77 Quanex Super SpacernXrwith Hot Melt Butyl See this 113mmplyieawith Rm plorlb Sheet for thalfts code t 78 Quanex Duraseal Spacer Materials tom�uD!��'6-o7tlt.Cyy20 79 Cardinal)0.,Edge Spacer ..... . %11 Rev/eed 6y: Doter Rrvlslon: REFERMCE TESTREPORTS:FTL-8717,B 68&8974 ` ry{�'* I'i 1�'/�L''." •r`%+ A)ADDED SPACERS aY f.l, JR 05/05/1 Min")adoft�t �•, Dote: --- -- Dosorlptrorr Drown Up BILL OF MATERIAL(BOM) J ROSOWSKI r'r 1070 TECHNOLOGY DRIVE rive: Dote: r NaTEs fZc,,•.;,;.. ;;: N.vENtce FL J4z75 SINGLE HUNG WiNDOW INSTALLATION-LM 05/15/15 'i',.;,,. •,,...,.. (841)-460-1fi00 �=,'1714; . sort-Imodeh Sea w Shoo Orawhtg Na. Raw, 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. •'X.LYN 'Mi41:ER.,P.E. 2)ITEMS 0 9-13,16,24.28.29.34.39,61,62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, P. d 0,108 CERT,OF AUfH. X29288 SH-55U0 NTS 12 OF 13 MD-SH5500-01 A :OPT.SWEEP LOOK Q d6 48 OPT.AUTO LOCK 20 47 57 )OR 68 48 85 .� 61 OR 62 45 OPT.PULL RAIL - tP 22 82 ORC 19 INTERLOCK& COVER 8B g 87 ~ .o Q � ,"�• t X35 � OPT. t BEVELED MITERED FRAME WITH ! 21 INTERLOCK INTERIOR AND EXTERIOR 16 p &COVER J FRAME WELDS C+ 18 f 72 X4 63 54 } i �'•��'•• ~'' 80 OR 81 •+ 14 _ t SCREEN d9 ~~�•' 60 OPT.PULL HANDLE ASSEMBLY f 64 WITH LATCH DETAILS 40 CONSTANT FORCE '-•� !65. 1682 OOR83 4141 BALANGE `'O; ly -00 0 A3 42 43 SPIRAL BALANCE HANDLE , �.• 83 8a 1 16 7 MITERED FRAME WITH P SASH INTERIOR AND EXTERIOR 37 ASSEMBLY / FRAME WELDS DETAILS / 88 .. 63 EXTERIOR r 69 38 ; .............6 63 a �vs cnmply7n3 withit6s FInTIdn•i Yhdld)np Gbdn .....- -- Acceptance Nn Ifo^ t��t7� _......... Gcpitntim Dnte FRAME R"'•. ,�� - o:: mad :tryate. Revirron: — 0 D ASSEMBLY `�" *`` -- - ----- —•E•-. '�;lia;i •,:, Mtmn Tnde pYodunt' DETAILS Ravlead or. octet Ravhlon: - `'~'-•. fj .'.; .- oeaedptfonr Drown 8 EXTERIOR "` tr1J16 EXPLODED ASSEMBLY J ROSOWSKI NOTES: . 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY, 1070 TECHNOLOGY DRIVE Aita: i. •t,,r•;; •.',,e,iy:.;' N,VENICE.FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05115/15 2)J-CHANNEL FRAME SHOWN,PARTS#1&6.OTHER FRAME TYPES APPLY. '�`'r''s;';; ,�, (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 8&7. Serias/Modek Seato: sheat Orawtnp No. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS, d'HYNMMIIAEEt,R.E. CERT. OF AUTH. #29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 A P.E.#ti870.5 i I\ MIAMI• MIAMI RADE COUNTY =Nmu PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade go leconomy PGT Industries Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:DESCRIPTION:Series"SGD-2500"Aluminum Sliding Glass Doors w/wo Reinforcements—Nan-Impact APPROVALDOCUMENT:Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact", sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Moue A -`*' ppz ov de Hurricane Protec#ion deuces,comply�ng'w1 FBC;ash applicable are required. } Limitations: 1. Use of Table 1 requires No reinforcements. 2: Use of Tables 2 and 3 require full reinforcement per sheets 7&8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC,as applicable, 4. Max Y4"nominal air space is applicable for I.G.glazing with Truseal Duraseal spacer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMCNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0726.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chauda,P.E. KAMMDADE C0- Nt)A Ng=1:5 t16t}Q XO' , Expiration Dats: miy22,22©fo Approval Date: August 13,2015 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections(submitted under files below). 2. Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact",sheets I through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29115,signed and sealed by Lynn Miller,P.E. B. TESTS(submitted under files# 12-0726.031011-1018.11 08-0213.03) 1 Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Unifoirn Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Forced Entry,Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc.,Test Report No FTL-5095,dated 12-13- 016, signed and sealed by Edmundo Largaespada,P.E. 2. IAdditional test reports,Test report No.FTL-3102, FTL-3116,FTL-3117, FTL-3 596, FTL-4273,FTL-4275 and FTL-4277 per FBC,TAS 202-94(formally SFBC,PA 202- 94),issued by Fenestration Testing Laboratory,Inc. (Transferred from file#04- 1220.05/08-0213.03). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/29/15,complying with FBC-214(5th Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTMS-1300-02&-04. D. QUALITY ASSURANCE 1. I Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. I None. F. STATEMENTS 1. 1 Statement letter of conformance to FBC 2014(5'h edition) and letter of no financial i interest,prepared by PGT, dated 05129/15,signed and sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports, G. OTHER 1. This NOA revises NOA#12-0726.03,expiring May 22,2018. 2. Previous NOA associated files: 08-0213.03,#07-0309.09 and#04-1220.05 3. Test proposals No(s)07-2245 and#04-0404 approved by BCCO. Ishaq L Chanda,P.E. Product Control Examiner NOA No.15-0609.10 Expiration Date., May 22,2018 Approval Date: August 13,2015 E-1 COMPARATIVE ANALYSIS: TABLE i. COMPARATIVEANALYSIS: TARE 3. >EXTENDED SILL,21/2"HIGH INTERIOR >EXTENDED SILL,21/2"HIGH INTERIOR 46 >SINGLEISINGLE INTERLOCK S >SINGLEIDOUBLE INTERLOCK(OUTSIDE) >NO REINFORCEMENT(SEE SECTIONS ON SHEET 6) >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 8) 45 GLASS TYPES: GLASS TYPES: B.FTL-3117&FTLA277:3/16"OR 114"TEMPERED C.FTL-3102;1/4"TEMPERED D.FTI.4280&FTL.4285;5/81 TEMPERED I.G.(3/18IT,114"SPACE.3/16"T) D.FTL4273&MA2715;6/811 TEMPERED I.G.(3/18"T,114"SPACE,3116"T) NOM. OVER-ALL DOOR HEIGHT EXTERIOR ERIOR NOM. I OVER-ALL DOOR HEIGHT EXTERIOR PANEL SINGLEZSINGL PANEL --- WIDTH SW'(70) w(74) go.(8*) 60.(65 WIDTH 84"(70) Gtr(74) Or A IN INTERLOC Jj&LE 24" a +05.01 .98.6 +65.0 1 -70.0 +64.6 .84.6 +60.0 -,:io-.o AQ 24'(2� c +e5.01-127.1 +65.0 -120.0 +65.0 -110.8 +65-01-102.9 REINFORCE (20) D -+66.01-107.1 +65-01 -80.0 +65.0 --73.8 +65.0 75.6 REINFORCEME D +65.0 -130.0 +65.0 -130.0 +65.0 -120.6 +65.0 -111.4 30'(28) 8 +65.0 -82.7 +58.4 -50.4 +53.8 -53.6 +40.6 -49.8 30.(0) 0 +65.0 -106.3 +65,0 -100.2 +65.0 -92.2 +65.0 -85.3 D +85.0 -69.6 +135.0 -66.8 +61A -61.4 +56.0 -86.9 0 +66.0 -116.2 +05.0 -108.5 +65.0 -99.8 +65.0 4 1�__.te6.0_X72.3L_t50.9 .50.9 1+46.7 Ae.7 +431 -43.1 C +65.0 -92.9 +85.0 -87.3 +65.0 -80.0 +85.0 -73.8 (30)----- 36"(3) 0 4 S.�k.-+58:2� 14 7,:6 3. 492D +65.0 -100.e +86-01 .94.5 +e5.0 -88.7 +05.0 -80.0 %53 jF 42r" -+65:0--.es:li- -4f 7- __361 42"(9) 0 +65.0 -78.4 +65.0 -78.4 +65.0 .71.6 -65.8 D +66,0 -70.6 +62.2 -62.2 +47.7 -47.7 +43.9 A3.9 0 +65.0 -64.9 +85,0 -84.9 +65.0 -77.5 +65.0 -71.3 -�ot 1 48"(0) a +60.0 .60.0 +42.0 .42.0 +35.2 -38.2 +35.0 -35.0 46'(40) C +60.0 .60.0 *60.0 -0.0 +60.0 -60.0 +60.0 -60.0 D +65.0 -65.0 +46,0 48.0 +43.6 43,8 +Af%A D +85.01 -85.0 +65.0 -65.01 .0 •68.0 486.0 -86.0 pmucr wptsW 2, ilk tw rkdk 6 W=n N.t9-060940 =X7_-slmq a COMPARATIVE ANALYSIS: TABLE 2, tc >EXTENDED SILL,2112"HIGH INTERIOR 46 >SINGLFJSINGLE INTERLOCK >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 7) 46 GLASS TYPES! SEE NOTES 1&2 B.FTL-3116;3116"OR 114"TEMPERED POS. D.FTL-4341;&S"TEMPERED I.G.(3110"T,1/4'SPACE,3/16`T) SILL DESIGN NOM OVER-ALL DOOR HEIGHT EXTERIOR HEIGHT PRESS. (IN.) (PSF) PANEL 2112" 465.0 SILL HEIGHT HT (IN) WIDTH 0 ea,(61) W(7) 00-(70) 98"(80) IIITERLOCK 1314* +35.3 12!:o 13,0 +85.0 1.105.9 +65.0 -100.0 +65.0 -92.3 +65.0 -85.7 REINFORCE INTERIOR NOT 3U'(2 +66.0 -88.6 +65.0 -83.6 +65.0 -7CII +66.0 -71.1 NOTES: SILL RATED ") ,110 BS %It 3W(35_rD_ +65.0 -77.4 +65.0 -72.7 +65.0 -66.7 +81.6 -61.6 .0 +.S.. - - I i.POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 21/2"HIGH 42' BD +66.0 -65.3 +65,0 -66.3 +69.6 -69.0 +64.9 M's SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1314"SILL ......... e�p' +600 48"(40)'B,D +60,0 -60-0 +60,0 -50-0 + ----NEGATIVE PRESSURES ARE-UNCHANGED Na.68705 2,INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED,IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE SHOWN IN TABLES I THROUGH 3 FOR THE RESPECTIVE SIZE. ' o' M4F DESIGN PRESSURES,NO RK fa'AW7 J�L 6Stu lff.V84VPrA9L6 1010TECHNOLOSYDRA6 0� V. REINFORCEML 111,19/ONAL o' wZ7Ivivil 'm lw6wo THISSNEar NOWMA FL 3010 1 vow- ALUM.SLIDING GLASS DOOR.NON-IMPACT 11011110\ L.M. =80 INO CHANGE THO SHEEr 1--_- A.LYNN MILLER,P.E. 0- =. 757 N P.64$8705 KIKI Mamm 10 Mv m I -CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: 1,MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48"NOMINAL R.H. A INTERLOCK L`H. WIDTH PANEL TYPES IS 441!8 LOCKSTILE R COME&T I L E INTERLOCK - —_ 2.MAX.DLO,HEIGHT-913/4" R.H. R.H. FIXEDST NDARD B INTERLOCK INTERLOCK S LOCKSTILE ASTRAGAL 3,DOOR CONFIGURATIONS INCLUDE BY-PASS,POCKET AND ANY COMINATION THEREOF(LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE UP OF R.H. REVERSE RFIXED THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 C INTERLOCK ASTRAGAL T ARIURRAEL LOCKSTILE AND 12 OF THIS NOA, EXAMPLE MAXIMUM CONFIGURATIONS: DINTERLOCK REVERSA.EIGHT PANELS ON FOUR TRACKS(CENTER MEET) LOCKSTILE V R.H. u ASTRAGAL LOCKSTILE B.FIVE PANELS ON FIVE TRACKS(BY-PASS) L.H. R.H. FIXED FIXED TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL E INTERLOCK INTERLOCK v LOCKSTILE LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS, L.H. L.H, DOUBLE STANDARD W F INTERLOCK INTERLOCK INTERLOCK ASTRAGAL G LOCK-STILE DOUBLE FIXED DOUBLE INTERLOCK Y LOCKSTILE INTERLOCK H INTERLOCK INTERLOCK Z LocKSTILE LOCKSTILE FRODUMNVISRO lip ANWANn DOUBLE DOUBLE FIXED roondwealt DOUBLE I&- INTERLOCK INTERLOCK YR INTERLOCK LOCKSTILE .6 DBLE LOCKSTILE ATSATRADGARLD GR INOUTERLOCK LOCKSTILE L.H. LOCKSTILE REVERSE R.H. K INTERLOCK LR ASTRAGAL INTERLOCK LH. ASTANDRDOUBLE L INTERLOCK ASTRAGALD WR ARIATRARNRE' INTERLOCK M LOCKSTILE L,H RLOCK DS DOUBLE R.H. - INTEINTERLOCK INTERLOCK , STANDARD L.H.' L.H. DOUBLE {LYNN 41, N ASTRAGAL INTERLOCK SD INTERLOCK INTERLOCK R.H. FIXED ' No,58705 P INTERLOCK LOCK$TILE RK, IW2"7 L No CHANGE Tm sheEr MAKI %A117 r an PANEL TYPES IF070TECHNOLOSYDRW id, ETHISS ET 1=004 FL S4276 " No C'0" 'm ........... 5""j WCH"OETHISSWEr iot. '/t;S' 10� 0.sqx 16n NA�. LIK 7N FL$4214 ALUM.SLIDING GLASS DOOR,NON-IMPACT " 0 Batter - /41W� Vaib&He A. 1"k�§.E. F.K. 041MW SOD25DO NTS 3 16 757 N P.E.0$9705 441/8"MAX.DAYLIGHT OPENING FOR 48"NOMINAL,ALL CONFIGURATIONS r 763/4"X80" HA f MT. SQL j/ ff jJ DAYLIGHT MAX. 4 / a / OPENING HT. 48"NOM,MAX,PANEL WIDTH 48"NOM,MAX.PANEL WIDTH gXxD pXXXO or QXXXp NOTES; 1.SEE SHEET 3 FOR PANEL TYPES. --- 2.DLO WIDTH=NOMINAL WIDTH-3 7/8" 3.DLO HEIGHT=DOOR HEIGHT-41/4" DLO DLO WIDTH IAopUC f REVlBfL rcarptyin with the fUdb ewdu+e rAd. 48"NOM.MAX.PANEL WIDTH �not -r ---=i 48"NOM,MAX•PANEL WIDTH -} oxoQXXO or XXXX �� a 813/4" 88" // MAX. MAX. DAYLIGHT HT. OPENING " 98' 30" MAX. MAX. TYjP. HT. HT. L L L _ `��Ot\f LYNN 1//7 _48"NOM.MAX,PANEL.WIDTH _}——=�- 48"NOM,MAX.-PANEL:WIDTH- - +►j——-- ;•` �.''��cEtusE lFp OC pX OX or XO pXXXO or QXXXp No,58705 F.K. ranmm R i uacNANosmtasxEEr "`�" ;gyp''•, t r Wim: _ _ P T EXAMPLEELEVATIONS '•., C...... •'��,� 1070 rsCNNM0GVDR&V a J.J. 10M3//i M OCNANGE7NIS SNEET NOKOMt9;RNR7S '�` �� SS•••.•..•••'�. �� 4M. 6r18H6 N NOCHANGE THISSNEE7 paeoxrsza �- ALUM.SLIDING GLASS DOOR,NON-IMPA CT '�,,',�tt/ONAl- ��,0 F.K Ol7/0QA74 J.J OdN7 UB Na!(DMIS.RNY7J Vtr161y Better SGDT600 NTS 4 s 7B +b 757 A.LYP4 805`P.E. 2r2nF-1 F 7 r n io I Lj L n_ 212 Lj TRACK HEAD & SILL SHO 216 (5 (5 — TRACK HEAD 1 ;2;16 74 215 217 215 217 EXAMPLE MULTI—PART EXTERIOR FRAME EXAMPLE MULTI—PART INTERIOR FRAME ............ 71 71 71 7 76 6 EXT. INT. EXT. INT. EXT. INT. 941/4" rRoDucr"EvIsto MAX. MAX, mcmpb*whktwrkfw HEIGHT DLO j nooz.lo ALL ALL go#kWm D4ft__CoIUJA_ CONFIG. CONFIG. tk NOTE:ITEM 74, Awwa==a INTER OR SILL IS K NOTAPPROVED 77 WHERE WATER EXT IOR 70 EXTERIOR INFILTRATION ISREQUIRED. 77 70 —T 0' T 2 1/2' 0 A 77 1 3W 74 WHIFF \0 o LYNN 4,1 NOTE: ze" MAX.DP Wl 1314" (72) SILL-�356.3-PSF--VERTII AL-SECT. VERTICAL S ECT. 72 VERTICAL SECT, No.58105 STANDARD SILL EXTENDED SILL INTERIOR SILL RK 104z T7 L MOCHANGETMSS14EET VERTICAL SECTIONS S ATr jbwsy. ' - A9 J'A NOCPANWIVISSHEET ,%-- DOO ......... 7mv-dF.- ALUM.SLIDING GLASS R NON-IMPACT Lm. NOGROGEINWSHEEr a BOX I 9/ONA\, sg;rw— Dw MOKOW FL 3074 VWbly Better =D2W 112 1 5 - 16 757 J'N P.El 65705 SECT.A-A SECT.D-D SEM E-E INTERIOR 0 101 0 0 4 (ALL SECTIONS) 7 f EXTERIOR SECT,B-B J SECT,C-C SINGLE/SINGLE INTERLOCK EXAMPLE W1 NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) ss 24 OR 9 I OR JOJ x 6 1los * X OR 7OR PRODUCII'MM SECT. A—A OR 6 MOVABLE INTERLOCKSECT, C—C AT P—HOOK SECT. B—B LOCKSTILE AT ASTRAGAL MOVABLE SINGLE/SINGLE INTERLOCK O AND. B(.:77 6 OR 8 _,X OR Q 0 OR FR _ OR 0 0 101 AIR SPACER, TYP.ALL SECTIONS USED ONLY WITH x P FIXED PANEL, 78 73 fill LYNIV SECT. D—D FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E—E z No.59705 LOCKSTILE AT JAMB s C) F0 T AK IMM7 L NO CHANGE 7WISSNEE7 10701ECHNOLOOYMAN HORIZONTAL SECTIONS, TABLE I- LIPS 1j. Mai I'm NocHwaEmissneEr NOKOWS,FL 3#27& w. lknbk- ALUM.SLIDING GLASS DOOR,NON-IMPACT AL L.M. &205 1 N SHEfff - &.babft lftk ji V%i*Better P.E.9 68705 Mom J.J. m=' 1*8 - f6 7$7 A I � RE F.K. =L SECT.A-A SECT." SECT,E-E rue I INTERIOR 0 .0 0 {ALL SECTIONS} EXTERIOR SECT,F-F SECT.G-G SINGLEZSINGLE INTERLOCK EXAMPLE FULL REINFORCEMEN (TABLE 2, SHT. 2 DESIGN PRESSURES) 69 46 24 OR 46 1 OR OR " N OR 0 X- OR 0 x 670 R monuc r RVIso SECT. A-6 tosb.Mlogc:u 1, -P, car ./,o MOVABLE INTERLOCKOR 6 SECT. G—C AT P—HOOKSECT. F— -LOCKSTILE AT ASTRAGAL MOVABLE SINGLE/SINGLE INTERLOCK 76 AND 77 6 OR 106 X OR 0 OR 707 0 0 0 0 0 AIR SPACER, TYP.ALL SECTIONS USED ONLY WITH X FIXED PANEL, 73 78 46 irm."4' . SECT. H— og FIXED TO MOVABLE SINGLE/SINGLE INTERLOCKSECT. E— No 5370- LOCKSTILE AT JAMB -0 sl xr 0 AKI la=7 L NOCHMOEMISSWEr TWO 7UPWaLve ---NTAL SECTIONS, TABLE2-DPS 01, N0C~E7WI98HE9T NOKVO�"FnL CT NO CHANGE MIS SHEET P.asqxlm ALUM.SLIDING GLASS DO NON-/MPA &W- &VKOMIS,FL 34274 Visibty better 9".Wkt 6' 1p— 757 jw A.LYNN MILLER,P.E. F.K. SGD2600 112 7 16 IV 1-0z"'Ei" P.E.0 58705 SECT.A-A SECT..J-J SECT,E-E INTERIOR 0 0 (ALL SECTIONS) EXTERIOR SECT.1.1 J SECT.G-G SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) Ss 24 OR 46 6 OR8 8 x X 45 L 46 1 OR _X 6 POR8 x X OR Q, X SECT. A— 0 6"" MOVABLE INTERLOCK OR, 134 SECT, G—G 00 AT P—HOOKSECT. 1-1 LOCKSTILE AT ASTRAGAL MOVABLE SINGLE/DOUBLE INTERLOCK 76 AND 77 6 X OR 0 (D OR 4iJOR - (9 (31 a 46 - ONLY WITH 45 USED 0 JH x FIXED PANEL, 78 73 0". 134 OR vkc SECTJ—J SECT. E—E No.68705 " FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAMB "u s F.K. IG207 L NO CHANGE THIS SHEEr JbIwor. 10MMOMMMOOYDRIM 1p -1,TnO IZONTAL SECTIONS, TABLE 3 DIPS J.14 NOKOMIA a$075 m 08/OS/04 JJ, NMO7J00' IS" ALUM.SLIDING GLASS DOOR,NON-IMPACT till III NO CHANGE IWIS SHEEr P-ao . 1-'V- L.M. N01"Mq1L.WT4 Visib6lBoner 757 A.LYpf�MILLER,P.E. 0-of OWL. SW2500 1112 16 E.#58705 F.K. (1)FIXED PANEL CLIP(TOP)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD 2 FIXED PANE B 01 ( ) L RACKETS INSTALLED Q / ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB \ INSTALL W/#10x1"SMS(4) i 76 RE-INSTALL#10x 3/4" ° PANEL SCREWS(2) 78 831/4T `p 1 77 INSTALL W/ 32" , INSTALL W/#10x1"SMS(4) #10x1" SMS(2) / RE-INSTALL 1/4.20 \PANEL SCREW(1) r,v,) /, (1)FIXED PANEL CLIP(BOTTOM)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION \\ TO ATTACH FIXED PANEL TO FRAME SILL no� X tlr llwlr A{ Na�f L22Jl »�,» FIXED PANELS h�"w'"�a"_ 1 � r ad�cr Ca (1)TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO ITS RESPECTIVE SILL TRACK 66 o ° � 8 . 67 / 68 LYNN 4f/1'''i OPERABLE PANELS k'. No,50705 '�' G rs; F.K. 1G2R97 L CHANGE SNEET a 1oroTscHHaLoorf7111vE TRACK CLIP&FIXED CLIPS INSTALLATION '��'., s arE ��- J.J. iN13�i1 M CHANGE THI99HEET NOl(OM18,FL 31776 (C •'�;��OR{1)P,•'• \\,' L.At anryfa N NO CHANGE MS SHEET aCHNO'CGY ALUM.SLIDING GLASS DOOR,NON-IMPACT 'S s/ONAI_EY\wEr G�` er. owr arr tlOKAN76,FL 3974 Vlrlbly Better aw�c eow: — uMnx. m" A./LM MmuiA�Al.E. F.1G o8A7R D4 JJ 86DM 9GD7600 1/2 9 s 16 757 N P.Eff 88705 TTEM PART#DESCRIPTION PGT# HER JPART#DESCRIPTION PGI'# I 708 LOCKSTILE,MONOLITHIC 69362 62 522 COLONIAL INTERSECTION 41630 2 LATCH ASSEMBLY OCK MOCK 63 124 APPLIEDCOLONIALMUNTIN 66631 3 LATCH ASSEMBLY(DUMMY) 7DUMY 64 1240 1/16XIFLATBAR 68926T52 4 #10-32 X 1.25 PH,FL.MS(LATCH) 71114K 66 754 TRACK CLIP GUIDE 41754B/W 6 1705 INTERLOCK STD. MONOLITHIC 69409 67 756 TRACK CLIP COVER 6756WW 7 1119 #10 X.750PH.PN.SMS-S.S. 7S134X 68 #6 X 3/8 PP SMS 18.8 SS 76X38PPAX 8 1/4-20 X 1.125 PH.PN,MS 7142OX118PPMSX 69 740 HOOKSTRIP -HOOK 63913 9 1209 W STP,.187 X 320-PILE 6FELTK 70 722A HIGH-RISE TRACK ADAPTER 69371 11 706 TOP RAIL,MONOLITHIC 68172 71 702 2-TRACK HEAD 68179 12 1281 W STP,.187 X.290 FIN SEAL 61281W 72 703B 2-TRACK EXTERIOR SILL 6703B 13 725B TOPPANFLCUIDE 41801 73 704 2-TRACK JAMB 68180 15 707C BOTTOM RAIL,MONOLITHIC 68173 74 637 2-TRACK INTERIOR SILL 68275 17 726 BOTTOM PANEL GUIDE 41802 76 717 FIXED PANEL CLIP TOP 7LA 13A 18 661 SINGLE ROLLER ASSY 7SRAZ 77 717B FD=PANEL CLIP BOTTOM 7717FPCA 19 661 SINGLEROLLERASSY.-&S. 7SRAX 78 1646 FIXEDPANELBRACKET 41814 20 683 TANDEM ROLLER ASSY 7683Z 90 1136 #6 X 1/2 PP SMS 76X12A 22 683 ITANDEM ROLLER ASSY.-KS. 7683SS 101 736 LomsTnAliaGLASS 60392 23 1609 JASTRAGAL,MONOLITHIC 68315 106 735 INTERLOCK STD. I.G.GLASS 60393 24 1720 ASTRAGAL . MONOLITHIC 69492 ill 618 TOP RAIL LQ GLASS 69088 26 653 LATCHKEEPER 78DKEEP 115 619 BOTTOM RAIL I.G.GLASS 69089 27 653 LATCH KEEPER-S.S. 7SDKEEPX 121 737 ASTRAGAL I.G.GLASS 60394 28 #8 X.312 PH.TR.SMS 7SX56A 130 5/8"I.G.GLASS;3/16"TEMPERED 29 729 JAMB BUMPER 72087K 1/4"SPACE 3/16"TEMPERED **raw 30 #6X.375 PH.PN. SMS 76MBPPA 131 1006 GLAZINGVINYL-INSULATED GLASS 658GLK 31 663/664 BUMPERSHIM .0300R.060 41831 134 745 DOUBLEINTERLOCK(STD.),I.G GLAS 60551 33 1734 IDOUBLE INTERLOCK(STD.),MONO. 69494 201 629 1-TRACK HEAD POCKET DOOR 68176 36 11007 GL.AZTNGVINYL-3/16 6T304 202 628 1-TRACK JAMB POCKET DOOR 6628 37 GLAZING V[NYL-1/4 614GL..K 203 666 OPT,SCREEN RAIL POCKET DOOR 61394 39 3/16"TENRIE RED GLASS 204 627 1-TRACK SRL EXT.POCKET DOOR 68178M 40 1/4"TEMPERM GLASS 208 1631 3-TRACK HEAD 68182 42 645 ADD-ON STILE OXO ONLY) 69112 209 1632 3-TRACK JAMB 68183 45 755 1/2 X 15/$REIN.-ALUM 6755M 210 633 13-TRACK SILL,EXT.W/SCREEN RAIL 68184M 46 1214 1/2 X I 1/4REINF.-ALUM. 61214M 49 749 REINFORCEMENT SPRING CLIP 7BRKTM25 211 613 ADD-ON TRACK BEAD 68187 51 1040 MORTICELOCK FADLATCH 71044 212 614 ADD-ON TRACK FOR FRAMEHEAD 68185' 52 1040.2 MORTICELOCK. EAD LATCH)S.S. 71040X 213 617 2-TRACKFRAMEJAMB ADD-ON 68188 53 CYL NDER/HOUSINGASSY ORTI 70288K 214 615 3-TRACKS ADD-ON 68189M 54 1016 #8 X.625 PH.FL.SMS 7858ZA 215 616 ADD-ON TRACK W/SCREEN FOR SILL 68190M 55 1657 1BACKINGPLATE ORTIC 4183ON 216 1634 ADD-ON HEAD 68186 NIV 56 1045 MORTICEHANDLESET 71045 217 635 ADD-ON SILL 68191M `�`��p G .... 57 1 JCOVERPIATF. 7VT43 218 638 LOW-RISE2-TRACK S EXTERIOR 68952M s '•..F� 58 -1659----1MORTICELATCHKEEPER 73IISP5Xi 220 636 11-TRACKS INTERIOR 68274M No,58705 �+ 60 11239 3/16"APPLIEDMUNTIN 68421 222 671 LOW-RISE I-TRACK SILL,EXTERIOR 60803M 61 1665 1COLONIALENDPIECE 41628 225 732 HIGH-RISETRACKADAPTER 168313Mfa X700'•, $ '[ fc f�c� FrG"" qZ010,02". LM.ey u0Po!MRrc)2DIA f0Aa+QKEC0NtNtoo3V1OR4 N.a PARTS LISTS ,<+ oro J.t CMETt33MEET NAKOM .RSaJOVAL ' ASLIDING GLASS DOOR NON-IMPACT tE PE.5xaTVwbly Beter8lD2aNT1 l0 lB 76f N 59705FK �+ � �•: : - 2.437 --►�� }." 2.310 -►{ - 2.310 r- 2.310 1.032 1.45 --I .880 1- -.-I .890 1-- 062 �.093 IE 062 1.816 083 1.816 .093 i G LOCKSTILE 1 1.376 1.376 06g tOJ MAT'#736 3-T6 I.G. INTERLOCK ll ATL: 6063-T6 #735 -r{ 1'036 1-- -+ 5001-*- I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK 2,437 I.G. TOP RAIL TOP RAIL MATL:6063-T6 MAT'L: 6063-T6 t 1 t MAT'L: 66063-T5 MAT#L: 6063-T5 J34 #745 33 #734 os2 1.032 r-- 2.310#61 -»I STD. LOCKING STILE 1.462 MAT'L: 606,3-T6 708 .083 STD. INTERLOCK 1.036 1- -4490- MAT'L; 6063-T6 I+- 2.562 - -I +-- 2.662 --+-1 #705 .062 .082 2.436 2,438 1'088 1,575 1.098 1.575 890 1 2.845 2.845 F ODucrp$yJsm h" -y ,890 }+- .125 125 � W11>tYt I.G. BOTTOM RAIL BQTlOM RAIL 1 I - �._ I A"""" a •/a MAT'L: 6063-T6 MAT'L: 6063-T5 '��h� fC #619 r-� #707 I.G. ASTRAGAL H.D. ASTRAGAL { 1 J5 JS MAT'L: 6063-T6 MAT'L: 6063-T6 J21 #737 23 #720 - ►� .500 -►{500[- O O p0==0 O -Fn 00 1.611 1.250 .- 1.760 1.760 4 1 -►{1.000 +- 1- - --1 1.000 f 4 + 5 REINFORCEMENT 46 REINFORCEMENT r MAT'L; 6063-T6 MAT'L:1204O 3-T6 2 .000 1.750 126 .126 \.Ogj LYNN 41' OTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4" ------- - -- - ------ - - - 77 -FIXED-PANEL CUP MATT: 6063-T6 BOTTOM '{FIXED PANEL CLIP, TOP No.Ga705 #7178 76 MAT'L•76,07 6 ATC F.K. itV2kUT L NO CHANGE 7N133NEE7 - S r ""'•,FI,OR101.."\" • i070 TECHNOlOOYDRNE' , J.J. 1W134i M 0CHANWIMS 3HEEt NOKOMt$tt&278 P � / `� L.M. fam N NOCHANOE7H133HEET a>o.saxta2o "'�l ._ A SLIDING GLASS DOOR,NON-IMPACT �i,ll��l!1V1AI.-I\0 per; V.W NOKO;eft�,FL Si?74 Visibly BCtur ftftuwtA.LYNN Mlc W P.E. F.K. 03/00/04 J.J. 04i02Nq 16 757 N p,E.q 49706 .660 3.624 1.000 1.07 REF. 062 2.500 ANCHOR HOLES .082 2 - TRACK HEAD HI-RISE TRACK ADAPTER MAT'L: 6063-T6 G) MAT'L: 6063-T5 #702 #722A .3.600 .687 1.10021 2.370 T I V060 1.594 REF. F ANCHOR HOLES 1.010 73 2 TRACK JAMB HOOKSTRIP MAT'L: 6063-T6 88 MAT'L: 6063-T5 #704 #740 1.687 REF. ANCHOR 062 rRoDucrREV1390 HOLES ..olkswkkowmffw too"Cc& Fn U50 .600 .750 0 OPTIONAL SCREEN 4.576 L_2E_� RAIL, POCKET MAT'L-#6663-T5 72 666 2 - TRACK EXTERIOR SILL MAT'L: 6063-T6 #703B .550 -4 1-- 1.687 REF. ANCHOR HOLES 1.750 F .062 i 225 HI-RISE TRACK ADAPTER oW LYNAI 3.798 — MAT'L: 6063-T5 'N' . .......CENS.. V � #732 2---TRACK-INTERIOR-SILL NO-68705 MAT'U 6063-T6 #637 tl S AAT�e:t�F FX lm"r L REMOVSnEMS201.20242K f-MCKFRAME EXTRUSIONS,FRAME R.WW. 10707ECHNOLWYOR1W 'sl 4j, NO CHOSE THIS SHEET NOKONA FL 3075 '()NAL e"o P. #W"dbr n ALUM.SLIDING GLASS DOOR,NON-IMPACT-IMPACT /11" L.M. SHEET 0-2r. ow A1`= GTO NOK Wiribly Better F.K. SGD2W je`NkTSj&i.1w2 - 16 1" 757 J'N ADDED FRAME COMPONENTS 5.218 4,0163.002 1.800 n h I n 1.000 F�lso .950 .750 1.000 r_�� 1.000 .002 F .062 -T T - .062 .062 T ADD-ON TRACK, ADD-ON TRACK HEAD FOR L:FRAME 6063-T6 HEAD ADD-ON HD 3 - TRACK HEAD MATT: 6063-T6 8 MAT' , MAT'L: 6063EA-T6 MAT'L;#663063-T6 #613 614 #634 1 062 .062 . .440 687 .087 .062 3.187 187 n .626 --- 5.094 2 TRACK FRAME, 2.394 JAMADD-ON I -TRACK SILL, LOW 3 - TRACK JAMB MAT'LB: 6063-T6 EXTERIOR W/ ADD-ON-RISE MAT'L:#6063-T6 #617 632 MAT L: 676063-T6 # 1 rRonucraewsRp coil _T _T .440 kwdwi .062 002 62 &tc""" p f8 1.250 1.250 gsqpim� .602 9F-0 F_)l 3.988 T T _T 6,18-4 5M2 3 -TRACK SILL, EXTERIOR 214 3 TRACK ADD-ON SILL 2t8 2 -TRACK SILL, LOW -RISE 210 W/ SCREEN RAIL MAT'L: 6063-T6 EXTERIOR W1 ADD-ON MAT'L: 3-TB #615 MAVL063-T6 #663306638 .062 .062 062 .062 .662 a .562 662 662 2�446 LYN T T .......... 215 T 2.446 T 4 - :�� e 422041 �:1844 3.798 ADD-ON TRACK 2 -TRACK SILL I TRACK-SILL_ I rw^" qlR ADD ON SCREEN-FOR-FRAM MILL 2-17-1-�TRACK-ADD-ON-SILL -INTERIOR--W/--ADD_�'ON MAT'U,6063-T6 M�l E TL No.58705 MAVU,6063-T6 MAT'L.,6063-TB A '#6,&3-T6 637 r 616 635 FjKc qat"a IWIS 6NEE7 IONS,FRAME(CONTINUED) mr L No EXV? P-W 01- Tula TEPHIVOLVaraHaw J.J. alisit m NO CHANGE THIS SHEET W."m IL W. IWO .........ma....mom- """S'/0AIA m 16 N SHEET ALUM.SLIDING GLASS DOOR -IMPACT L Lm. Mo C144NOE I& ,NON ,o 34274 Vlslb6,Better P.E. P�ftr 0.6� 6, '.w N;= -ft - -"ft 1 J A., RK oplooM j*NTS 1 13 f 16 jr 757 of HEAD&SILL ANCHOR CLUSTERS-JAMS&P-HOOK ANCHOR QUANTITIES TABLE 4- NOTES: DP TABLE REF.> SHEET 2,YAKUT— SREET 2,TABLE 2. SHEET 3,TABLE 3. 1 rANCHQRYPa6S ,g GLASS TYPE> s BIG UK Ij B.0 OR D CORD 01'UFTRACON 2)1!4"ELCO SS4 CRETE-FLEX 3)#12 STEEL SCREW(G5) INTERLOCK 8;> aw GSA---- $OR 2.GLASS PES:~B-3/16"TEMPERED C-i/4"TEMPERED D-618"TEMPERED LG. REINFORCEMENT HEAD& HEAD& H D& ACOPESILL JAMB P-HOOK SILL JAMB P-HOOK SILL IAMB P-HOOK 3.INTERLOCK AND REINFORCEMENT KEY: &SUBSTRATE"\ CLUSTER CLUSTER CLUSTER SSN-SINGLE/SINGLE WITH NO REINFORCEMENT. a ap a d a 0 O o SSR-SINGLEISINGLE WITH FULL REINFORCEMENT. NOM, 0 SDR-SINGLE/DOUBLE WITH FULL REINFORCEMENT. PANEL UNIT § 4.ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: WIDTH x HT. �q (li cd 1 V4 ri �x eq 24.00D x CO C6 C61 8 18 8 6 514 C6[C8 C61 8 1 8 1 8 4 4 C81C8 C6 8 SIB 5 5 51 JAMBS AND P-HOOKS SPACING-8"MAX.FROM CORNERS AND 26"MAX.D.C. 84.$0.000 000 qq R�_qfl.8 8 8 4 co 6- .W. A..A 9!1 8 1 8 4 5 4 CM8'66 1" T-fd' �0.000 C6 Cq C41_6* ub HEAD AND SILL SPACING-S*MAX,FROM CORNERS AND 22 5116"MAX.D.C. 9 wo 96.ODMO 4 4 30.000 x 80.000 a 5 4 C6 C6 C6 6 8 6 6 4 C8 C8 ce 8 10 10 6 S 5. INSTALL PER ANCHOR QUANTITIES OF TABLE 4,USING THE DIMENSIONAL -T 84,000 e a' -IT 66 C$CB TK CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK 90.000 C98,000 O CO 04 SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, 136,000 x a 81 5 5- 06 co C6 a a a 5 6 ce 5 BILL AND JAMB TRACK SECTIONS. -100 X 8 w.. U." W.T-9. U&Ca "T"b""T-g-,--v. 90.000 "wr"T,IF-if"T"T ul 166 58-VT_T'"T-6, MIT a_16,16 15, Ww-9, 16.MAX. 9R-000 _rx 4"dt'"(59'66"fd'"T i" 'T"if g-1 ANCHOR "T'T-ir Ir 6 6 AVOOD x 80.000 C6 C6 C4 6 8 5 5 6- C8 C8 C4 a a a 5 5 4 C8 CIS C8 10 " '10 LOCATION, MAX. -a-ar -16.v .6 84.000 66 a 6 TYP. 4:'-4 .66, 44"w"Y U 66 a"id 90.000 _$....$....a.".i� K6,b6i" "dVid 9"T, i� 5 "4 accau 9&0=0 C4 4-T'T W41 .1 C4 ASTRAGAL OR pRODUCrREVOW IC6 0, 6 5 48.000 x 80.DDO IC4 000 'T" Tg" _f6 5 5 INTERLOCK,TYP. haklis 84. 10 10 g 6 (4)ANCHOR CLUSTER- A=N./_ C 6 B 66 "" C4 04 I!v 6 6 4 _66 ud bN4-Y"Y If'w da W,iiy 90.0DO C 5411111. .- a16 6 96.000 64 1 C4 1.04-IS _68 4 "68"-C-6 8 ANCHOR LOCATIONS, 161 MAX. m-.1�161 TYP.,(2)PER HEAD&SILL MAX. X. .—48"NOM —48"NOM. 48"NOM. —48"NOM. I 11116"MIN.D.C.TYP. ./-ANCHOR LOCATION, EXAMPLE SOLUTION (6)ANCHOR CLUSTER-M MIN.(2) ANCHOR 28"MAX. HEAD&SILL-6"MAX.FROM PER AT LOCATION, D.C. CORNERS,22 5116'MAX.D.C.AND C6 06" 2 2-TRACK cK TYP„(l)-- AT EACH ASTRAGAL OR INTERLOCK 16"MAX. MAX' e, JAMBS.SEE — 0 0 PER AT _T JAMBS&P-HOOKS-6"MAX.FROM 8" I BHT.16 FOR P-HOOK CORNERS AND 28"MAX.O.C. MAX. MULTI_ 0. TRACKS& TOTAL AT HEAD=30 ANCO RS r'r rt TOTAL AT SILL-30 ANCHORS .,Wlill.I APPLICATION TOTAL AT JAMB= 8 ANCHORS f1t TOTAL AT P-HOOK- 5 ANCHORS 3-MIN,---4 S"MAX (8)ANCHOR CLUSTER_9-�t—W--8"MAX - -22 6118"MAX:O;C. -HEAD/SILL-CLUSTER-LOCATION TYP. OM MAX.M;�. 48"NOM MAX. SEE C4,C6 OR 08 CLUSTER DETAILS lt_-n__ CLUSTER DETAILS FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE F.K. WE L ADOPWOOKMAX SPACW66AWsMfiVJA"?7-WACKN0M ANCHOR4GE SPACING 74;9� lomTE0h7l0L0GYDRftT ....... M No CfmGE THIS SHM7 mwomAn3ws '91ONA%- 0 r NON-IMPACT 1"", R.WMr POW—W;G-.W -Ac;y= ALUM.SLIDING GLASS DOOR,NOM 111110, p'=axl&v [gA;I— A.LYNN MILLER,P.E. Ow. 0m, N "AW.HOR TWR I TO ULMACON !•T. W74 --m- aw-m S I -- SGD2= T 14 f6 767 pamm VISA&Better NTS 13/8"MIN. CONCRETE ANCHOR 3.4 KSI MIN. CONC, 1'MIN.E,D.,TYP.(2) A (SEE NOTE 1) 1314-MIN.E,D.(21/©OR 1.687 2x WOOD 1*MIN.E.D..A CRETEFLEX),TYP.(2) 1 (EXTERIOR) D.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE APPLICABLE TO HEAD OR JAMBS WOOD ANCHOR TYP.(2) I, ,, NOTE 1. 1/8 AL.MIN. (SEE NOTE 1) 13/8 Ix WOOD SUCK MIN. (EXTERIOR) 8063 T5 (SEE NOTE 2) 2x WOOD (EXTERIOR) 1.687 1/4"MAX.SHIM 114"MAX.SHIM #12 SMS D.C. WOOD ANCHOR (SEE NOTE 2) DETAIL-C DETAIL-D (SEE NOTE 1) DETAIL-i IX'MAX.SHIM (EXTERIOR) NOTES: TYPICAL FRAME HEAD INSTALLATIONS T p y A V SEE NOTE 1. T O•GONCRETE EDGE is i'3/t(21/2"."FOR:CRETEFL'EX OR C C ORS EMBEDDED fl'.TMIN jy� 161C! -T 1.5 KSI MIN. CMU AN A C� LIN NL Y USE E R EN R F-A 0' 0 864 CRETE FL DETAIL-F 1.FOR E INSTALL A E D T T'ON OM I TA L 0 'C ET M' T - 14' 1 INIM CMU) E ED I MU St TIC S 0 1� �OR D I�NA LA USE 12 S REW ORE C 4 Woo _B D PI TH S CTI =77' OR 2. Ms E D�IN E 8 ONsON THIS PAMAS JX ARE SUCKS WHOSE TOTAL THICKNESS KSI MIN. CONC. DEPICTED AS 2x ARE 11/2"THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118"THICK. THE ALUMINUM 1 b94 STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS 8,D AND F ABOVE FOR 2x WOOD SUCKS.THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM(SEE DETAIL J). CONCRETE O.C. A IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN IN THIS NOA M)Y BE USED, ANCHORr JOUT 3/4'MIN.E.D. 4.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED,NON-SHRINK, (SEE NOTE i) WT (2 1/2'FOR NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, IxWOOD BUCK TYP.(2) 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY (SEE NOTESTHE AUTHORITY HAVING JURISDICTION. IW MAX. mwwcrREvam DETAIL-E "ftsPilut wirk ebt Fisew 1.687 04. (SEE NOTE 5) b-"m2co& TYPICAL FRAME JAMB INSTALLATION WOOD ANCHOR - A-W=DN. /a - (SEE NOTE 1) 3.4 KSI MIN, CONC. OD B EE NOTE 2) (EXTERIOR) 13/6"MIN. NOTE 1. 1318"MIN. I'MIN.E.D., NOTE 1. CONC.ANCHOR WOOD ANCHOR 2x WOOD (SEE NOTE 1) DETAIL-B (SEE NOTE 2) (SEE NOTE 1) 2x WOOD Ell il; I T�. CONC.ANCHOR (SEE NOTE 2) 1/4'MAX. (SEE NOTE 1)' 11/41, 1 1/1 V MIN, M"'. D. MIN. D. E.D. (SEE NOTE 4) I teu O,C.. IF (EXTERIOR) NOTEI. (SILL) I (I 1314"MIN.E.D.(21/2' t A CONCRETE ANCHOR FOR CRETEFLEX),TYP.(2) \\,. LYNN(SEE NOTE 1) 3.4 KSI MIN, CONC *'0 1 (EXTERIOR) (EXTERIOR) (EXTERIOR) ti. _____ --DET-AIL---G- - -----DETAIIz---H ---DETAIL:---I--- __DETAILrA__ TYPICAL POCKET P-HOOK INSTALLATION TYPICAL FRAME SILL INSTALLATIONS 3 No.68705 fy .ffKl L Nwo THISSNEET I MA_A"ff%Jf-%MA f-I WTATF , DETAILS Aj. 10/1301 m NocfmaE7wlssNeEr ......... FaL CR4NOEEDGr:DJSTAIVCEYMCRET67FLEXACMUMANG—E ALUM.SLIDING GLASS DOOR,NON-IMPACT Wi' N NT VLEpAcO14,App WOOD EDGE VISTA P.O.BaX 152MO I MOKOW,Ft 342T4 A.LvWQRVFLA'E. m. 0=11 LD250114 16 16 767 N REN 58705 JAMB INTERIOR 7 6 5 4 3 2 7 59 6 MIN.. ANCHOR LOCATION,TYP. O.C. 5 4 T-71 NOTES ON POTENTIAL ANCHOR LOCATIONS: m 2 1.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14,APPLIES AS THE MINIMUM REQUIREMENT FOR ALL =9 V TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL ANDIOR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON-CENTER DIMENSIONS FOR ANCHORS ARE 1.69"AT HEAD AND SILL AND FRODUCrAEVIStO n— Whb ow no" 1.59'FOR JAMBS. buldlas coft A-w—xaL&-g4,F 0 2.EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK 2 wmPkSOM EMIe- FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- TRACK SECTIONS. JAMB EXTERIOR 3 4 5 HEAD/SILL EXTERIOR -HEAD-/SILL INTERIOR I 1? 9 9 1? 7 No.5870 t-- -1.88 N Oe E F.K. lam7 L REMOVE I-TRACKFRAME XMIF rommunivowaryRAlff FRAME,POTENTIAL ANCHOR LOCATIONS J.J. M NO MAWR THIS SHEET NWONS,FL W75 L.M. am6 N No CHANCE THIS SHEET ALUM.SLIDING GLASS DOOR,NON-IMPACT o' - w �vr j== 757 A.LYNN MILLER P.E. F.K. OWOM J.J. 1�114 11716 16 1 N PXX 58705 n M MAM 5UE MIAMI-DADS COUNTY rMEW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2509 NOTICE OF ACCEPTANCE "A) www.miamidade-"ov/economy Rollingshield,.Inc. 9875 N.W.79"Avenue Hialeah Gardens,Florida 33016 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shallnot be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the acceptedmaimer;the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code_ This product is approved as described herein,and has been designed to comply with�the High Velocity Hurricane Zone ofthe Florida Building Code. DESCRIPTION; "RS-X High Veli "ASI munaru Accordion ShutterSyste APPROVAL DOCUMENT: Drawing No.01-12(RSI-06),titled"RS-1 High Velocity Shutter System",sheets I through 9 of 9,&2A of 9,prepared by V.M.Engineering,last revision#5 dated April 22,2015,signed and sealed by Morgan Villanueva,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS201,TAS-202, and TAS-203,unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION,ofthis NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety_ INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#15-0505.01 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,E-4& E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. f �! l�i(}A Nold-0725 01 M#AMFDADE COUNT1f s •..., } xptraWAi Date: m4l202Z o /1 SA-C)/(�` Approval Date:09/15!2016 Page 1 A C i Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBWrTED UNDER PREVIOUS APPROVAL#06-0822.03 A. DRAWINGS I. Drawing No. 06-003RS1, titled "RS-1 High Velocity Shutter System '; sheets I through 9 of 9,prepared by V. M. Engineering, dated July 05, 2006, last revision #1 dated November 25,.2006, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. See Association's generic approval under 06-1826. C.. CALCULATIONS: 1. See Association's generic approval tinder 06-1826. D. QUALITY CONTROL 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-1826. F. STATEMENTS 1. Release letter issued by National Shutter Association, dated October 19, 2006, certifying this product to meet the criteria ofproduct tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami-Dade County Approval No. 06-1826, signed by Jose Delgado_ 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V. elf Engineering, dated October 19, 2006, cert�ng that the drawing(No. 06-003RS1)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 06-004RS1). 4. Acceptance Letter issued to Mr. Jose Delgado on December 10, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice ofAcceptance as submitted and reviewed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0206.03 A. DRAWINGS I. Drawing No. 06-003RS1, titled "RS-1 High Velocity Shutter System'; sheets I thru. 9 of 9, &2A of 9,prepared by V M. Engineering, dated 0710512006, last revision#2 dated 11/1012006, signed and sealed by Morgan Villanueva,P.E. on 02102107 elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/19/2022 Approval Date:09/1512016 E-1 RoUinzshield.Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 06-2372. C. CALCULATIONS: 1. See Association's generic approval under 06-2372. i D. QUALITY CONTROL 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-2372. F. STATEMENTS 1. Release letter issued by National Shutter Association, dated October 19, 2006, certifying this product to meet the criteria ofproduct tested and approved, and allowing Roll ingshield, Inc. to use the test results approved under Miami Dade County Approval No. 06-2372, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V..M. Engineering, dated October 19, 2006, certifying that the drawing(No. 06-003RS1)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 06-004RS1), revision#2. 4. Acceptance Letter issued to Mr. Jose Delgado on December 09, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice ofAcceptance as submitted and reviewed. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0604.13 A. DRAWINGS 1. Drawing No. 09-008M, titled "RS-1 High Velocity Shutter System". sheets 1 thru. 9 of 9, &2A of 9,prepared by V M Engineering, dated 0511412009, last i revision#3 dated 05114/2009, signed and sealed by Morgan Villanueva, P.E. on i 05127109. B. TESTS 1. See Association's generic approval under 09-0830. . C. CALCULATIONS: 1. i See Association's generic approval under 09-0830. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/19/2022 Approval Date:09/15/2016 E-2 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY CONTROL 1. ! By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See association's generic approval under 09-0830. F. STATEMENTS I. 'Release letter issued by National Shutter association, dated May 21, 2009, certifying this product to meet the criteria of product tested and approved, and allowing Rollingshield, Inc. to use the test results approved tinder Miami-Dade County approval No. 09-0830, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated May 21, 2009, signed by Mr. Jose Delgado, 3. Letter issued by V M. Engineering, dated May 21, 2009, certifying that the drawing (No. 09-008RS1)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter association generic drawing(No. 09-016RS1), dated May 29, 2009. i I 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-1227.04 A. DRAWINGS I. ! Drawing No. 12-2011(RSI-06), titled "RS-1 High Velocity Shutter System'; sheets I through 9 of 9, &2A of 9,prepared by V M Engineering, dated 1212612011, last revision#4 dated 1212612011, signed and sealed by Morgan Villanueva, F.E. B. TESTS I. See association's generic approval under 12-0074. C. CALI ATIONS: 1. See association's generic approval under 12-0074. i D. QUALITY CONTROL 1, By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATION: 1. 1 See association's generic approval under 12-0074. my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/19/2022 Approval Date:09/15/2016 E-3 i Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Release letter issued by National Shutter Association, dated January 13, 2012, certifying this product to meet the criteria of product tested and approved and allowing Rollingshield Inc. to use the test results approved under Miami-Dade County Approval No. 12-0074, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated Januwy 13, 2012, signed by Mr. ..Tose Delgado. 3. Letter issued by V M Engineering, dated January 13, 2012, certifying that the drawing(No. 12-2011(RSI-06)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-0505-01- A. DRAWINGS 1. Drawing No. 01-12 (RSI-06), titled "RS-] High Velocity Shutter System", sheets ! 1 through 9 of 9, &2A of 9,prepared by V M. Engineering, last revision 45 dated April 22, 2015, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 1. Florida Building Code, 2014 Edition; compliance letter,prepared by V. M. Engineering, dated May 12, 2015, signed and sealed by Morgan Villanueva, P.E. jpfi4y A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725-01 Expiration Date:01/19/2022 Approval Date:49/15/2016 E-4 Rollingshield,Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. i None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miar9ai Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION.- 1. 1 None. I F. OTHERS 1. Florida.Building Code, 2014 Edition, compliance letter,prepared by it M Engineering, dated July 19, 2016, signed and sealed by.Morgan Villanueva, P.E. II i II I I I elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 16-0725.01 Expiration Date;01/19/2022 09/15/2016 Approval Date. E-5 I GENERAL NOTES: 8 ¢$ t I.THIS.SHUTTER ACCORDION"RS-'1" HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1609 OF THE 7. CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WiLL 8E a " F4ORIDA BUILDING CODE EDITION 2014,'AS PER TAS 201-9b, TAS 202-94 &TAS 203-94 OF THE TT ST INSTALLED TO INSURE APPROPRIATE INSTALLATION. y PROTOCOLS FOR HIGH-VELOCITY HURRICANES.ZONES,AND AS PER AMERICAN TESTING LABORATORY WITH THE TEST NO,4986. CONTRACTOR SHALL BE RESPONSIBLE FOR: _ THE DESIGN LOADS COMPLY WITH SECTION 7820 OF THE FLORIDA BUILDING CODE EDITION 2014.THE WIND -VERIFY THE EXISTING CONDITIONS OF THE STRUCTURE WHERE SHUTTER WILL BE INSTALLED TO PREVENT z qq a ANY DAMAGE TO EXISTING STRUCTURE N g L2 E PRESSURES SHOWN IN THE TABLES ON SHEETS(8 OF 9)AND (7 OF 9) IN THIS DOCUMENTS ARE AS PER SEAL ALL SHUTTER TRACKS COMPONENTS ALL AROUND EDGES IN CONTACT WITH THE STRUCTURE TO g yg$$$ 4 R P PC 20,14 EDITION (ALLOWABLE SERVICE DESIGN),TO OBTAIN THE EQUIVALENT ULTIMATE WIND PRESSURES, PREVENT ANY UTTER DUE 70 WINO AND RAIN DIVIDE THE WIND PRESSURES(�B14OWN IN THE TABLES ON SHEETS (6 OF 9)AND (7 OF 9)OF THIS -SELECT THE PROPER TYPE OF INSTALLATION TO PROVIDE APPROPRIATE WORK INCLUDING LIFE SAFETY OF gg PRODUCT APPROVAL DCUMENT BY 0.6 OCUMENIS,AAS TESTED, WERE ACTOR NOT OVERSTRESSED,. IN ORDER TO RIFY AA 339tH INCREASE N T ANCHORS Ak THIS THIS PRODUCT. T 0 tl M STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS,AND IN THE LABORATORY THE TEST LOAD WAS I-if INMMEDDI ANY CASEATELY 70 ENGENGINEERINERACTOR NEEDSER OF REOORD B MADE ANY MODIFICATION HE/SHE SHOULD COMMUNICATE � o BEFORE ANY ACTION. 501:MORE OF DESIGN LOAMtin THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE 8.A LABEL SHALL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER AND SHALL BE EXPOSED ON Ii1/a RESISTANCE AS SHOWN IN THE TEST RESULTS FROM LABORATORY. -HE CENfERMATE,COMPONENT 2 OR 3. s AND LAST BUT NOT LESS,THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM MAY BE LABEL SHALL READ INSt'ALLEO AT HIGH VELOCITY HURRICANE ZONES(H.V.H.Z,)" RS-1 ALUMINUM ACCORDION, ROLL2.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH MIAMI, IAMI GSHIELD INC. , Fy �25.0 ksi MINIMUM(UNLESS OTHERWISE NOTED). MiA l-D FLORIDA6E DCOUNTY PRODUCT CONTROL APPROVED. 3. SCREWS SHALL BE: 9.THE INSTALLATION OF THIS RS-i ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY AISi SERIES 304 R 316 STAINLESS STEEL, Fy=35ks1 MIN. . WITH THE SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - CARBON STEEL CORROSION RESISTANT AS PER DIN 50018, Fy-SOksI. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 4, BOLTS SFWLL BE: 10. THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN IT MEETS THE FOLLOWING TERMS: -T4-2024 ALUMINUM ALLOY AND TEMPER, F= 18ksl MIN. -PLANS SHALL BE SIGNED&SFALED BY THE ENGINEER OF RECORD. ASTM A-307 GALVANIZED STEEL,Fyg bOkal -NO MODIFICATIONS AND/OR ALTERATIONS MAY BE MAGE BY ANY MEANS. -AISI SERIES 304 STAILESS STEEL, Fy=35ksl MIN, G�1 100, 11.THiS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SiTE. C�� S. ANCHORS TO WALL SMALL BE AS FOLLOWS: da" PRODUCT RENEWED a�•C A,.. (S.1 CoNutitivMAXI-SE1 as complying with the Ftarida 4-474" TAPGON ANCHORS AND 1/4'0 T TAPCON, ED MANUFACTURED BY I.T.W. RAMSET/RHEAD. BuildingLkNc ■ y '' AeaTtunce Ne 6_a725:o1 O C - EL.CO TEXTRON. Detc p - 1/4"0 x 7/8"CALK-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS NOTES: Ry• ��'` 5.1.1 MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4". 5 3 5 8 7 MswLD an C �'+•+Y//// S. MINIMUM EMBEDMENT OF 1/4"0 CALK-IN ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. `` • NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 114"0-20 S.S. -.MACHINE SCREW USED TOGETHER WITH 10 I2 15 17 19 FJ 7 OR N.T ` 1/4"0 CALK-IN ANCHORS. Y - {j 5.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER DE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES 5,1,1) h 5.1.2)ABOVE, ¢ OR 4 OR . (5,3) TO EXISTING CONCRETE BLOCK WALLI I TY 'f' - 1/4"0 TAPCON ANCHORS AND 1/4"0 MAXI-SET TAPCON,AS MANUFACTURED BY I.T.W. RAMSET/RED HEAD. o - 1/4"0 CRETE-FLEX SS4 ANCHORS.AS MANUFACTURED BY ELCO TEXTRON. I�• �� ~" - 1/4"6 x 7/8"CALK-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS AOC} A NOTES; 5,4.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON&WEDGE-BOLT ANCHORS, i5 i ij4". G E >'RODUCTREVISBD 0 8,4.7.) MINIMUM EMBEDMENT OF 1/4"0 CALK-IN ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. t,,• �COMPlyingw'ithftFlodda U NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"5-20 SS.MACHINE SCREW USED TOGETHER WITH = AcedltaeroNo W 1/4"0 CALK-14 ANCHORS. c0 r� D P -oma? 010 8,5) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON w D lion0ata lj THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND tit SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES 6.4.1) k 5.4.2)ABOVE In ) � F � ettbetral (5.6) ANCHORS SHALL 8E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF cv a THE ANCHOR'S MANUFACTURER, G (6.7) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EA.)VERSUS SPACING RELATIONSHIP FOR ANCHORS ON 4- 2^2015 --- SHEET 7 OF 9, _ - -- - - -- - - - %141 fi MOUNTING SECTIONS CAN BE COMBINED!N ANY WAY 70 SUR ANY INSTALLITON. {SEE ALTERNATNES NOTES2 4 8 9 20 OR "$ �" ) ON SHEET6 E 9). }' 0 '�" (High Velocity Hurricane Zona- FLOOR MOUNTING INSTALLATION SHALL BE REMOVABLE WHEN PERFORMEDAIJJACEN7 TO AN OPERABLE EXIT TYPICAL 1i is rs 1a 21 -I- OR OR ENTRANCE ,SHUTTER ELEVATION DWG No:01-12 (RS1-06) TYP TOP BOTTOM SHEET 1 OF 9 J r Soo=— -- 3 s• �tttnnn d^ lI III{ `� F9R � l'JQE@mAy-ammgmArr,aAar from CENTERMATE' BLADE { j80' ALE STARTER y N R Y b .0 5• 7 07 o J25, a 0T5' S75' w xfir— HEADER WA(�G�GUNT B.O. HERDER WALL MOUNT, CEILING MEAOEf�MOUNT. 8 L00 S L rn � 0 r'MlN. PR4Dt3Ct'R.6'NNED ne comPlyveS with d+t Plorido 5-W P17661 MAX Building mxxtRo/ .ot �t ,a4lLLAh��r 055"" UV" on IYete fe •b \4: a •' !! .089' y r Cr Curdto 11 STARTER ANGLE -2 ALUMINUM RA ANGLE 1tt11I11fl1~ nADJUSTABLE FLOOR SJL_L ADAPTOR THRESN01"D TRACK 14 ALUMINUM B.0 ANGLE PRODUCrRSVISRo i Mourn fg8xellh the Plerldo I DvlldiCDCode D93' flcplPU C�Con 3.7t .12tl" P277" yl9D } .078' 080' J• g ! 82' 72" n 1,00. S ic DATE: 4-22-2015 7• „-- F.B.C. - ___a.•i c^ 17 ADJUSTABLE FLOOR SILL u' (HIgh VelocRy Hurricane Zeno) 15 CEILINGEAGER 16 YLOOR SILL ADAPTOR W_/ LlP �� WALL H ADER DWG Not01-12 (RSI-06) SHEET 2 OF 9 @4 10 CLLR PA Et /r8=tS S.S,M.S (2)AMES FVR L I 3/16"POP RIVETS AS SHOWN a J/POP Rro-Ers r r@+ rn "35 a nLx c to t 1a' N 7 KNOB ��' • ('0 , � �� 8�. V 9 Y ------ t 8 P,9.STtC KNOB LOCK � !' fill ae b �x I zoop'nr4x I20 NICKEL PLATED PUSH ' PRE--HOLE tau'corm LOCK eaTrona t SEE N07E mor!' I I t 9 LOCKING P/N i 24'A&.WR GP 70 0'-0'SY/UR6n 8Ua£!£NC7H5. II! Nm IM sat+6p % teNCAcs GR�}1JER iRW a=v' Mf;RWF LOMNO PINS LENW 6Y 2'fV SV?'6' N G lNCRFA5L'ON SNU7tER BUDES lsnw `" •y �° t ■ �'d�-A t EXISTING GLASS M84 salmlloN ro coos {sEE scwm,- ON SHEET 6 " 0 FAPCON ANCHORS W/ lj"MIN. EMBEDMENT INTO '°r• N�'•��'� CONCRETE a 4.5"O.C. �O� d MAX., 4'0 CRETE FLEX ANCHORS W/ 1}"MIN. NEW S"THICKNESS x 6" EMBEDMENT INTO CONCRETE CONT. (6063-T6 ALLOY& , '.. i sso• ZZ 0 6"O.C. MAX OR�" TEMPER)ALUM. PLATE ; �►• �, t 0 CALK-IN ANCHORS Wf J" MIN. EMBEDMENT INTO Spo' MALE/FEMALE BLADE"DETAIL OF CL AR P NEL LOCATION CONCRETE AT 4"D.C. MAX ,rrlrllll�r"�t z OR FRODUCPRavissA O ° a�eomplyingwllhlhePlatldr U MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTERo,� AccapG"mcoNo 05 aJo i MUST NOT EXCEEDED FOUR (4)PER ACCORDION AND Bx tenUnfa . I LOCATED TWO AT EACH SIDE OF THE CENTERNATES a a. .4 P 17d STARTED AT THIRD BLADE AFTER THE CENTERMATES "- •' ;°; a' 2560- ° 0, ODUCT MIMVED BY AND THE SECOND ONE FOURTH BLADE AFTER TYPICAL ° LOaLmWYtng i"ith lb{Flarida MfemlD et Con t S AT EACH SIDE OF THE SHUTTER. Building e N a 1/4 -20 5.5. AOaoPtunne Na -0 5,01 ..a 4 ° ° W/NUT& WASHER >s> Date 0Z2 a°� "O.C. 14X CLEAR PANEL SHALL BE LEXAN RESIN 103--112 __ _ POURED ---- - $' E9arS?F& 4'5"O.C. t43_ _duc�COUlm - --- ------- -------(UV-STABIL!ZED)-OR--EQUIVALENT COMPARABLE"TO -- ——- -- - CONCRETE —SLAB"IF------- G.E. LEXAN POLYMER SHEET 90-34, REQUIRED APPLICABLE F.B.C.y TNERMOPLAST/C POLYMER TE SILE STRENCTN (High Velocity Hurricane Zona) FY-8.9ks1, Fb=12.9ks1, E-328,7ksr TYPICAL CONNECTION WITH ALUMINUM PLATE owc No:01-12 (RSI-06) •(ONLY FOR WINDOW SILL} SHEET 2A of 9 POURED RETE POURED EDGE CF CONCRETE CONCRETE ANCHORS E Of EDGE OF CONCRETE CONCRETE ANCHORS n CONCRETE E REQUSlEO (SEE SCHEDIRE ON SHEET 7} CONCRETE IF •CONCRETE IF REQUIRED SEE SCHEDULE ON SHEET 7) Q MPUGiBLE APPLICABLE APPLICABLE ( Ti N r 4 w EDGE OF . d_ s k L EO..St SNFEY.7 ' 'E..SEE SHEEC 1"• • E`D'. ,4 AUeC !E j 4 : - 4•, • E4• Eb .r " a' EQ EQ -- �O, g ag �( >e E 7 WA till �Guss . �j GLASS 1 I SEPARATION SEPARATIONI miNi0CLAS (sSHEELI6) (SLE ON ETTa SHEET I . ! � I 1 CEILING HEADER MOUNTING C7 Q_S1NGT„ INSTALLATIONQ3 CF11 LNG HEAD R MOUNTING INSTALLe710N ■�� i MIN.SEPARATION , ! 1 (U NO To txAss , i �m Baa I �8� 111.�{N�i, MIN.SEPARATION TO GLASS GLASS ALTERNATE !!nl SON SHEET B) •+r'�A ON SCHEDULE �. +! AOR1, .! S I I �^ LOCATION �I` 16 ! I .r ..•� n 814 S.O.S. + POURED N POURED IB" 0 12 O.C. CONCRETE ! CONCRETE MIN. P REQUIRED 14x3/4'S•&S.D.B. \k CONCRETE o 12'Q.D. "a tv 17 FIN - ,... ' ° 4• ••1/2' pRODUCi'RtTVISED O ' E4 EE'SHEET 7 ° &D.SEE'SHI;ET 7 .O.SEE SHEET 7 piymB wilhlhoAlotddu U ! CO.'.SEE SHEET 7 as Com SLAB Y <, A ..+r ESO IF EDGE OF-/SLAB F .. ! —'• ., 4 m�OF OWIding COdO lil APPLICABLE AP UCASLE APPLICABLE ,r APPLICABLE AttcplanwNo)5 0 •OJp ~ s tan DOlo t7 4� ALTERNATE- .... CONCRETE ANCHORS CONCRETE ANCHORS 1 ANCHOR (SEE SCHEDULE ON 7)• (SEE SCHEDULE ON SHEET 7) LOCATLCN W&M D not control Q S L JUS FLOO U Sit ADJUSTABLE F OO MOUNTING INSTALLATION J - MMUC!'RE'NFiRW SCALL: _tscoWlyMS1-4ththo,Flotilla___- —DATE:— 4-22-2015 - -- -'--- --------- —'- --------- Suildiug Code F.B.C.jl Biyt bW0WL".. 022 (High Velcolty Hurricono Zone) MiomiD DWG No:01-12 (RSI—OB) SHEET 3 OF 9 t I CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 7) OR CONCRETE BLOCK POURED CONCRETE POURED CONCRETE .REQUIRED OR CONCRETE BLOCK OR CONCRETE BLOCK _ EQlMRl9 CONCRETE ANCHORS REQUIRED 1/4'0-20 S.S.M.S. g y" CONCRETE ANCHORS (SEE SCHEOULE ON SHEET 7) _ W/NUf&WASHER Z 'd (SEE SCHEDULE ON SHEET 7) '�• •4 \i O B"O.C.OR fl14a 3/4° �q1 Sd,tz 4 • , ,e S•S.S.OS.O 9"O.C. yl Y yy a� 12Y3 F° eL$ 4QaQaa •4 ,'� 5 ,a•, 6 •41 ,1 '+ 11 t .°II•"h°• .-•' 1 �' •.. °4 4 / +IIJ ILyj 4. 1 I I Q• : 11 1 d..';a y�d N f` 1 {�E°,• 1 Mi I II I I I W EXISTING I MIN.SEPARATION TAS TON i ! rc;cy I•EXI�S MIN. GLASS i ' I EXISTING MIN.SEPN7ATION I I N (ON SHEET 6) , + 10 (SEE SCHEDULE I I 1 Eo CU55- (SEE SCHEDULE I yy�p ON SHEET 6 I I CL'ii ON SHEET 6) I 1 I Q5 STALLATION © P.Q.—HEAD—ER WALL MOUNTING INSTALLATION 07 -3,0. CEILING HEADER MOUNTING INSTALLATION rn POURED CONCRETE J CONCRETE BLOCK RE REWIRED CONCRETE ANCHORS 1L1 t) (SEE SCHEDULE ON SHEET 7) IFN i I = E#STI I MIN.StPARATION I CLASSTO GLASSMIN.SEPARATION -1 m TO CUSS Zd (SEE SCHEDULE(SEE SCHEDULE ON6HEET 6)I• aON SHEET 6) T � �'� 1 Ii a v W�CRRETE : • n nI REQUIRED •i"1' .;d. I A'• { : ( a 1 °' s.,'y• I & e o d„u�,;• :d' Ati ANCHOR '''�� S •�•b 0 .°. EXISTING MIN.SEPARATION I ,'• If 1111 ,v 4°•' .°i. .. '• a 1 GLASS TO GLASS 1 s �•'a e•-f=v.- 9 •'•d :� •: ° ^°•••. °•• (SEE SCHEDULE I ��{ ON SHEET 6) w \3 EQ. E0. E.Q. EO PRODUCTREVISDD O ED S ET° E.D SFE aHE[T 7 I I as complying wKhlhoFlo)lda U 1 1/4°0-20 B.S.M.S, Dc"i, Godo 1 w ° • W/NUT 4 WASHER Aeecpfanco No O) - CONCRETE ANCHORS 4' O 9°O.C.OR @14X 3/4” Bapl IlenDato 17 O (SEE SCHEDULE ON SHEET 7) ORUCONCRETEC BLOCK Ss.B.Ds.O B'D.C. B I REQUIRED U uctConwl CONCRETE ANCHORS ® THRESHOLD FLOOR MOUNTING INSTALLATION WALL MOUNTING INSTALLATIOtrIODUCi'RENEWSI} (SEE SCHEDULE ON SKEET 7) SCALE: vm complying with the Fiw ie" DATE: 4-22-2015 naTTas�s .—_ — 8—0.0._SILL_& ADJUSTABLE —_ _ - _ E anLkve ZZ FLOOR MOUNTING INSTALLATION F.B.C. (High Velocity Hurricane Zone) ey bf1 duct oeo! OWG Nov 01-12 (RS1-06) SHEET 4 OF 9 t PONTRD WALL REZ%E1EUWREO CR CONCRETE BLOCK PoOPfO CONCRETE OR CONCRETE •CONCRETE ANCHORS O 12' 2k4'MX NOW SVCS •CONCRETE ANCHORS O IP'O.0 FDR BLOCK WALL R87mkm aC fDR J'NU!E0./a4 - . J'MIN.E0.PDR Y,E'a 2'USE 2J•DA P'USS CONCRETE (AS AEPLK/BtFJ CONCRETE ANCHORS AT -0.G F-----DAA IXIETBIC 6W9J PhD1MRS Ai B'0.G b y Z @ ! � g ® V00,R QQ ® cnNGeEre AHrar�Rs®rz � �este"�0 1 6 0� t 9, 0,1 8 t O.0 P"RJ ,•£D•ATR �j ¢ S &®t DC7 OR ss•oR z•w� cavcRETE � � 8®+ R ANLNRffiJ AT e•as lraxJ/4'stcs �® ----1 ------------ — ---------------------- -- -------------- -------- ----------------- --- - - -- --------- -------.._---- RR2i O 8'0.G S TYP 2 0 T m kJrAamw ca"ann'A�ort 3 1 ¢ ^g,: 2 PoR CQ�ivcRETCONeR� � >• � . BLOCK IWLL TIP, pEg1tRED pp 1/4"P L10/SCREWS®919.0. TOP&80TTOM 1 EMBil/rNT'TO Ew TING THREADED (SEL•-NOTES) f 2"MIN .SECTION A—A SECTION B - ----- £xlmNa cUus -END CLOSURE ALTERNATE - ---------- - ¢ -- ------------------------ -___—----------- -------- PRODUCTRENEVIBDi as complying with the Flo riM Building code f4 ®,m WOO Acceptance Nolte,-,072 •D� AQ vim PACT o n o c ■C ®+®, 0, 1 + Llan DO R b 1s &®+ oR 1s ---- ------------------------------- ----- ni 1 a dank ca0o-al SECTION . 2 2 r Pr)LCW BHW 1A1R 6490'BY I.I00•EM NR.ON OUTO[1RM No ,g OOR 1 OR© a1P1T/d'coir LD.MARYS Af IDP OF IJim F SLATS 5^ALEO EDPetLY,FASRNEO gRFI ALUM.YUaF ow rm.a er J•1aK NFMD R'N scREws. << t 4 1 ¢ AND SOMM OF EACH VMRM E0.490'AMM By Me'MMOMarl CE MM m7N ONE M 14 BBT•J' \``1',' Na��•' ''// 4 TYP HV(HFAD AN$CRSBR 9 3 3 TTP. 0.490.OIMPETER BY O.e2D'NaCN OIRO4 KM NO MRK$AT TOP AND � ,� �,• 21£1f/p'001/7 TDP&BOTTOM BOTTOM Of FA aI RAERMR EAT,FASTENED MM ONE NO.I4.BY J'HDf � ?? ALUM.TUB£ Trp. ,WED WN JCRE113 „� @-\ TOA BOTTOM rxrx:oaz' SECTION D CONE AUN. a&O'Ow Erm BY 24'LONG ALCAM"[xX PIAL AT IOP ANO BOf10tI awtc DF E+c r LoyD ro swr,FAsrFNED HDr oNE rD-as eY aao LaNc J/4'SS ¢ iHUNB NRN ECREKS ��, $ CR J/IB'I 4p, 1r41.1/4•Ss, -A-414,11 RG Mal � 0�•'��;• F�\�. s IPJ 1 OR / 1 OR©s as 11rnJ 1xrxDEa © 14A�" CONE ALUM �� 2194°M. MI WOOD SECT�O/V� SECTION E STUDS REDb. COLE SCREWS®B'o•c zyY1r/e•oR J7rJ1:090• EXISTwD GLASS-\ r LE TO THREUJm 0 BEDMEM TO EIiA WOOD, PRODU(TREVISBD O kum.MOE MUOY-TS&LOYt RTUPfRJ acmmplyrng wiUL the Florida . NOTES FOR LOCKING OF 2n&n m ———^ Banding Coda' W Acceptance!\b $-D5O q10 PUSH BOTTOM LOCK®MAY BE USED FOR wsrALrnnoas gx ¢ Bgp den DDLaO l70 �+ 21P11/BSNBE Ene ALUM, SECURED FROM C OODUT.,OR TSSlDE OF SHUTTER, 2 ANC(£S TaP/BDIn1M W/ WHEN lNSTALLIND OM 7Tl WTSIDE;A 7 8'B HOLE 1 ey I (4b1/._7&M 0%AMn POP RIVETS OR STWLL BE DILL TF(Jg)AND MUST BE R!V/E7FD FROM I/2 MI. Mi ed KCAnlrol �/�l4+J��/4•S.D•S��m NILE ANO THE•BACK OF it TO TTTE FRO W1(2)1/1ed ALUM.POP AHCHOR�E ENO r RNETS.A J/ 9 HOLE MUST THEN BE DRILLED AT©C ------ ALLOW FOR PI TO PASS 7HRU. WHEN WSf NC PROM 1HE RPS."®MUST BE RME7E0 --- f� TOP /( yf80 ALUM,POP ryETS J/ed HOLESCALE: 3377 1NEN BE DRILCfO iNRLP J�AND 2�ro ALLOW FOR 1 y DATE: 4-22-2015 _ X-n— EW PIN TO PASSTNRV. p OF MAY 5/16 k1'LOCK�B MAY BE USED A1.7MMATMLY TO LOCK — F.O e C. rf APPUGIeIE fOR INSTALLAITONS SECURED FROM THE OUTSIDE OR IOf (High Velocity_ OF SHUTTER.1(f�2)TNlS E,A 6/160 NDl.��2)SHALC BE N .,,, y Hurricane Zone) 2 a POST CONNECTION DHAP'ED To ACCEP �RDEADS PIER waf MACxKimc scREw. SECTlOIJG DWG No:01-12 (RS 1-06) DETASHEET 5 OF 9 ataxrMuu 017563N PRESSURE RATING 'Y (p s f,) AND DRRESPDNDriJG MAXI UM SPAN L" SCHEDULE a _ MAXIMUM ALLOWABLE DESIGN SPANS MINIMUM SEPAPoIQON " 9 g TD GLASS(Tn.) (7)L+:ALLOWABLE SPAN DUE TO POSRtYE DEM ta4 tW Islf jjy_xS r ALLOWABLE L-t ALLOWABLE SPAN DUE TO NErAnW DESIGN LOAD-W(Pot) Z^ Ep WLLOAD SEO7RhY5 8 TO 8 SEC17ONB 1,2&'9 SEGitONS J+D 4 SECtlON 1O atarr shvrmns S p q 9 DE57oN iY' WAtt NO rZ00RlCEit1NO MO FTAOR/CE7CIN0 MOUNRN WALL MOUNTING ersruus strenv nre ,ro+ "Ly �r{ (P,s.6) INSTALLA710N5 1 STAUIT4AONS INSTALLATIONS lNSTALfATYON mr tl tyrly, ( ;pO fIYELNLL6w( {)AND N OE04TM°LOM{h'-) L- � ..lODy11FY TYPE OF INSTAILABON(WALL MOflrIRXO FLOOR /w 30 t2'-4" J2-4" f2'-4" t2'-4" f2-4 t2-4" 12'-4" 12'-4 2 J 4" AMIMNO.-EM). 12'-4" 12i-4" 12'-4° 12'-4" 2 3 4" -DETERMINE VALUE OF L+AND L-FROM MOOR 40 t2=4` !2'-4" 12'-4" f2'-4" J2'-4" 72'-4" 12'-4" 124" 2 J/4" FINAL MAXr3tUM ALtaWMtE SPAN 517At1 8E EQUAt TO WE 45 I1'-10" i1'-10" 1t'-10" I1'-10 12'-4" T2'-4" f2'-1". 12'-3 " 2 3 4" 7wwLrwrofYAwEsaFL+ANDL- 50 t I'-3" I J-J" 7-t-' 5" 11=5" t2'-4" 12=4" 1 t'-J t" 72'-1 3" 2 3 4" (al t rKE uarNUM AU 5WABLE S a+Lrrs scMEDULr TABLE 55 t0'-8" 10'-6" . 11'-0" It'—O' 12'-4" 12'-4" 11'-8 12-0" 2 J 4" iD OBraN MAwMUM avatar sPADNO, 60 !0'^3" 10'-3" 70'-T" 70'-7" 12'-0` 72'-4° 11'-6" J t`-f0" 2 314 REMaIVER To SaEST ANDMaa sPADwO usAva N[r�mE aEsvcNE& 65 9'-t 0" 9-10" !0'-2" !0'-2" t 1'-6' t2=4" t J'-J" J J'-9" 2 J 4' Lao(w P,O 70 9'-6" 9'-6" 9'-9" 9'-9" 11'-J" —1-27--1'-f" 11'^6` 2 314 75 9'-2" 9'-2" 9-4 9'-4 10'-9' 12'-4" 10'-10' 11-4" 3" 2 J 4 80 8'-10" g'-10" 9'-4" 8'-4" JO'-5" 12;-4" TO'-8" 1 f'-2' 2 J 4" e DUAL NYLON WHEELS WITH 0,490'BY 1.100"LONG NYLON GUIDE', NO 85 8'-7" 8'-7` 9'-0" 9'-4" 10'-1" 12-4 14'-5" 17'-0 2 J14 Ld.MARKS,AT TOP OF 1NTERtOR SLATS SPACED EQUALLY,FAMED ON 90 8'-4" 8'-4" 8'-9" 9'-,7" 9'-10" 12'-4" 10'-3" f0'-10" 2 J 4 ONE N0. 14 8Y 3"NEX 14F FIN P!N SCREWS. 95 7'-8" 8=2" 8'-6" 9'-3" 9'-6 t2'-4" t0'-0" f0'-8" 2 3"4" 2 3 4" 0.4x0"OAMEM BY 0.590"NYLON CUID� wRH Nd t.d. MARtcs AT Top y 100 6'-10" 7'-I1' 8'-4". 9'-1'� 9'-4' 12'-4° 9'-10" 10-6" 2 J 4" 2 3/4" AND 807TO.M OF EACH EXtER/OR SUiT;FASTENED WITH ONE N0. 74 8Y J" # 305 6-3" T'-9" 8'-7" 8'-10" 8'-10" 12'-2" 9'-7" 10=5 2 3 4" 2 314 " HEX NERD PIN SCREfYS. Lo t 10 5'-6" 7'^7" 7'-9" 8'-8" 8'-6" f t'-1!" 9'-5" 10'-3" 2 J 4" 2 314 0,490"C UfErCR BY 0.820°NYLDN GUDE, WDH No MWS.AT TOP AND r �u 115 4'-10' 7'-5" 7'-3 6'-6" 8'-0" 11'-8" 9'-2" JO'-2" 2 3 4" 2 3 4 BOTTOM OF EACH INTERIOR SLAT,FASTENED W1TN ONE N0. 14 8Y 3"HEX 120 4'-2" T'-3" T'-2" 8'-3" 7'-7" 11'-5" 9'-0" 10'-1" 2 314' 2 314 AHED PIN SCREWS. 125 3'-6" 7-1" 7'^0" 8'-f" 7'-3" 11'-2" - 10'-0' 2 J 4" 2 314' [IH 50'OWMETER BY 24'LONG AWMINUM LOCK PIN,AT TOP AND BOTTOM 730 - 6'-J 7` - 7'-J 1" 7'-0` 10'-1 f" - 9'-t 0" Z 3 4" 2 3 4 EACH LCCKtNC SLAT;FASTENEd W1Rt ONE t d-24 8Y 0.430"LDNO - 6'-f0" - T-l0" 6'-9" 10'-9" - 9'-9" 2 3 4" 2 314- lis Mg TURN SCREW9. �4 •'Y T40 6'-8' - 7'-8" 6'-6" 2 145 ^ 6'-7" - 7=6" 6'-3" 10'-4" - 9'-7" 2 J 4" 2 J14 150 ^ 8'-6" 7'-1" 8'-0" 10'-2" - 9'-6" 2 J 4" 2 3/4" dtf1EK57r NOt ' L, 155 '"' 6'-4" - 6'-9" 5'-10" t0'-0" - 9'-5" 2 J 4" 2 J 4' A7 sEcnONS!1)to(2)O11 iItLSE GROUPS CAN BE COMBINED AND 160 ^ 6'-3" - 6`^5" 5'-8" 9'-f0" - 9'-4" 2314" 2 J 4" Masi BE TratE�N��TT �toW�ts+sent 165 - 6'-2" - 6'-d" 5_6" 9'-9" - 9'-4" 2 112 " 2 314' Tr4`iE(LOWesTT eRauPs cw BE cvnrewe0 AND I�r7'� 170 - 5`-11" S'_g" T. 5'-¢" 9'-7" - 9'-3" 2 112 2 3 4" } 175 - S'-6' 5_2" 9_5" - 9'-1" 2 1 2" 2 314" 1j1rIH�E1�� FL 180 - 5'^2' - 4'-1f" 5'-0" 9'-4" - 9'-0' 2 12" 2 314 185 - 4=10" - 4'-7' 4'-10" 9`»0" - 8'-11" 2 1/2- 23 4" PRODUCtRBVISED Q 190 4'-5" - 4'-2" 4'-9" 8'-f0" - g'-9' 2 J 2" 2 J 4" Atr r wNB nwe SORE mcom! o wlihtheFforldn U To ODTAAN ULTIMATE WIND PRESSURE=--Dh'0.,B BWldh�CDddc w 195 - 4'-1" - X-10" 4'-8" 8'-S" - 6=6" 2 f 2" 2 3 4" s�BiPtE: Z t lAttaW' AccepumcnNo 200 - 3'^6" ^ 3'-6" 4'-7•" 8'-0" - 8'-0" 2 1 2° 2314 " ULTIMATL�+ [�!m 1e7PN 6:Q3 11onDak � 0,6 l Qy MI t st tksnir t PRODUCT RLtNEVJED a complying with the Fl wM SCAT. Elvildiog Cock 0� ; 4-2Z-2015 -- -- enDaopJ 4 — — -- F B C Qy (High Velocity Hurricane Zone) 4 OWO Net 01-12 (RS1-06) S14 6 OF 9 { t MAXIMUM WIND LoAD D Sir.N pRFccuac 'kI"AND MAXIMUM WIND L DESI•N PRESSURE 'W" MAXIMUM WIND LOAD DESIGN PRESSURE 'W' MAXIMUM WIND LOAD DESIGN PRESSURE 'W'AND �.r CORRESPONDING MAXIMUM AN CHOR SPA.IND (in.) SCHED F, AND ORR SPONDIN• •A91Lt ni ANCHOR - AND CORRESPONDING MAXIMUM ANCHOR (•�1RRESPONDINO MAXIMUM ANCHOR SPACING Oy)SCHEDU F. E m 3 4 SPA CIN G an.)SCHEDULE, SPACING (L� SCHEDULE,, 7� 999 WALL MOUNTING WALL MOUNTING CEILING h FLOOR COL NO h FLOOR WALL MOUNTING WALL MOUNTING U7 R INSTALLATION AT OP INSTALLATION AT OP MOUNTING INSTALLATION MOUNTING INSTALLATION INSTALLATION AT TOP INSTALLATION AT TOP. MAXIMUM OR BOTTOM OR BOTTOM AT TOP OR BOTTOM AT TOP OR BOTTOM OR BOTTOM OR BOTTOM ` R R ALLOWABLE (SECTIONS S THRU B)SECTIONS 5 THRU 8) MAXIMUM SECTIONS 1,2 8:8 MAXIMUM MAXIMUM y Oo cONOREIEI 00 MQNRO ALLOWABLE ( ) ALLOWABLE (SECTIONS 3 4c 4) ALLOWABLE (SECTIONS S THRU B)SECTIONS 5 THRU 8) E DESIGN DESIGN D7 CONCREW DESIGN (To CONCRE eO DESIGN Oo mRu+erO (to r4sowcG CIS u LOAD'W SHUTTER SPAN SHUTTER SPAN LAAO'W SHUTTER SPAN LOAD W SHUTT SPAN LOAD'W' SHUTTER SPA SHUTTER SPAN-e'-o• a'-a• (P•e.f,) e.t.) (P.a.t,) 9 Y 7 oR LLTs '- 10 IMT.oR L65 ro m NUI, a'a• o'-o• e•-e• a•-o• e'-o• r_• T e'-e uld6m AyLORm OR uss O n H"M oR LOE& ro ro wu, OR 1E59 ro To IMx aR tns ro m Lux -II wo, 9 B 9 9• 9 D e B 9 D 9 B 9 9 ! m LESS THAN 30.D LESS THAN 30. LESS THAN J0.0 D 8 D LESS THAN 30.0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 7 9 9 7.5 6 9 9 6.5 9 9 9 9 7 JSFROM 8 9 FROM 9 9 9 FROM 9 9 .9 FROM 9 9 9 9 9 7.5 )30.0 O BOA B 7 >30.0 O 80.0 g 7,5 6 >30.0 O 80.0 9 9 6 >30.0 O 80.0 B 9 9 9 SS 4 9 6'.5 55 D 8 5.6 9 B 7 9 6 n/a FROM D 9 B B 8 8.6 FROM 9 B d FROM B 9 6 FROM B B 8 9 9 45 >6D.0 O 700 >60.0 TO 70,0 >60.0 O 70,0 >60.0 O 70.0 8 D 9 9 d B 9 6:d 8,5 8 6 S9 9 B d 9 9 3.5 1 & FROM 9 9 9 9 4 S5 9 AS s B 7 4.5 9 8 6 B 0.5 rt/a )70.0 O 80.0 9 9 6,5 B 8 7.5 >70A O 80.0 9 a 7.5 >70.0 0 60,0 9 B 7 >70.0 OFROM FROM M BOA 9 'B 7 D 9 J.d 9 9 9 8 C 5.5 9 515 S 9 7 AS 9 B 6 0 6,5 2d C FROM 6 B B 6 J.5 n/o 8,5 d 4s 9 9 4 9 8S 4 6 >50.0 O 90.0 9 8 n/o 9 B,5 n/o FROM FROM FROM C LS R9a t4 )80,0 0 80.0 0 7 6.S >80.0 O 00.0 9 9 6 >50.0 TO 90.0 9 9 6 9 5,5 0/0 •Cy p`O•• B 8 n/o 9 5 n/o B.d 5 A5 9 D 4 9 9 5 9 4 n/v a1 Z 11! FROM 9 9 "A 7 7.6 AS AS 9 SS J5 9 8 J.b 7.5 n/o rt/a d eo 33 r��ii )90.0 T4 100.0 9 6 FROM FROM FROM b F7 a 'A 9 6 n/a >90.0 TO 100.0 9 6,3 B >90.0 O 100.0 9 8 5.5 >90.0 O 100.0 9 6 5 B 4 "A IZ Cl^ 8 9 n/o B 4.5 n/o 6 4.5 CS 9 SS J.3 9 7 4 9 J n/a FROM 9 8 n/a 5.b n/a n/aFROM B.5 4 n/o FROM 8 4.5 35 FROM B 4 r/ 6 n/a ``�, '141•.A�•/%, )700,0 O 120.0 SS 4 n/o 9 5 n/4 >100.0 TO 120.0 9 S5 100.0 TO 120.0 9 6.5 6 >100.0 0 120.0 9 5 3.5 9 n/a a/a 7 9 n/o Zs J 1 n/o 6.5 d n/o L1 4.5 3.5 9 4.5 3 9 2.5 a/o \ f• •r FROM 9 7 V. 4 n/o % as J.5 n/o 6,5 4 3 '9 J n/a 4 n/a p/. O} � 120.0 0 140.0 8 JA FROM FROM FROM "� 9.5 4.9 n/a )720.0 O 140.0 8 9 n/o )720.0 O 140.0 B B 4.5 )720.0 TO 140.0 8 4 J 0 V. n/a 7 dn/o 55 J 0/0 5.5 as v/a 8.3 4 J 9 J.5 Z.5 5.5 FROM 9 6 n/o J n/o n/a 5 JS Vo 6 5.5 J 7 n/o n/a n/o n/o j•, )140.00160.0 8.5 3.5 n/o 64 0/0 >140.0 OM 160.0 7 5.0 n/o >140.0 TO 100.0 6.5 S 4.5 )140.0 TO 160.0 D J n/o 4.5 n/a n 6.8 7 n/v 4 J n/o 5 A,6 0/0 6.5 J.S J 8.5 2.5 V. JS n/o n/ � 7.5 5 0/0 V. n/a• Na FROM 4 J.5 n/a FROM 5 J n/o FROM 5 )1150.0 TO 18010 B J n/o s 4 "/v >100.0 O 180.0 6.d n/a >160.0 TO 180.0 7.5 A5 4 >160.0 O 180.0 7 0/4 n/a 1s d s n/o J.5 J n/o 4.5 n/° n/a 5 3 2.5 6 n/v n/ 25 n/° rt/a PRODUCT R8V16ED =OU FROM n/o 4 ft/. n/a 4.0 n/o n/a FRO4.5 J n/° 4 Na 0/0 n/a n/o n/o as comPlAng with the FiOddn 91000 TO 2000 8 n/a n/o J.5 n/o n/o )1600 FROM 200.0 BS n/o n o >160A TO 7 4 n/a )180.00 OFROM 200.0 B.5 n o n a polldu>g Code C3 / / / R/o n/o 'A Acmpmnro No O)t[ i 8 n/9 n/o 3.5 n/o n/a 4.5 n/v 4.d J n/° S n/a o/u n/v n/o SP1 Ifon Dale r �)70 MAXIMUM ANCHOR SPACINCS FOR TAPCON,Wia-SET B�yy f EDGETAPCDS OR F-FOR OWE-FLEX SS4 ARE LESAUD FOR 3 1/2- EDGE ;% act n 1/2.DISTANCE FOR EDGETNGBDISTANCE LETS THAN J 1/2•,REDUCE ANCHOR SPACING 81•MULTIPLYING &o mplyingwithlheFicrids FACTORS. GHEN ON SCHEDULE BY THE BELLOW 6uildio FACORS.THE MINIMUM EDGE DISTANCE FOR CALK-1Y gCndc SCOL ANCHORS 15 2 1/2•.THE MINIMUM ANCHOR 9PACMC Aocgsrmc.c Nai&. 0 DATE: 4-22-2015 SS4 19 3--:.,ry-AND TET TAa0pN9 OR CRFIF'�- EYE inn D$Le D//9'-FOR'nt N'_IN ANf!NORA ____-_--___ ____ -_ _ _ _ -___ _ _ _ _ _ _ ___ __ - 62(,-__ ANCHOR LEGEND •q1. F.B.C. EXISRRC E D. FACTOR TAPCON OR r ruct Coo.'ra. (High Velocity Hurricone Zone) J• ,80 CRETE-nMC SSl 2 r/s• 75 CALK-IN DWG No:01-72 (RSI-06) a 50 SHEET 7 OF 9 NOTE: ALLWOODMEMBERS Sfi�CURRIW-T WITH RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS, NATIONAL DESIGN SOECINA71ONAN. EESIGMEpw2000 pet PECI STOCCO STOCCO STOCCO {�,{A WS a 'tf40 TAG SCAEW5 2C. 11/4'0 LAO SCREWS @ 6'O.C. i if4'0 tAti SCREWS 0 B'O.C. z �>: R r Q 7�c }<:rw/-"f•t/2 MW THA i';; W/ 1 1/2`MIN.7NR[ApED .','.y W/1 12'10:THREAD SEDNTO EMBEDMENT 1n E)GSTINC WO om TO E%ISTWO WOOD s EMBED EXISTING w00D KApER• Rp Qg i7 s.-.IIEfDER t7� HE '. 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I ( 01 ,� •• y I SEE SCHEDULE ON SHEET 6 ( ! 1 t (SEE SCHEDULE ON GLASS I I S g I — I I I IXISTMG 1 8 1ii '§ GtasslA h i i l 318' �II� III IT, g� U MIN. IIIt II t WALL 61 till 16Tfn===F WALL WALL r Q ` r:FFINISH16FINISHII IIII 9 fINLSN II I�I��I1I ( FINISH a'ANCNOA � ^ n_-�-'�tilt iX ..•y, 7 ` ...L+ . \ 'dYr' (tet �I V ly'.rji.. -.h; LOCATION � u ';,:a• 9 f�llll01llltlli�� 11 5 6 OR 21 UDplyiREVhsoV -2D SS.MS ae� nefF7eft SuUdina Code W Rt ''T a"r, Wj NUT h WASHER 1/4'0 LNG"SCREWS a 6'O.C. 1/4"0 LAG SCREWS 0 S'O.C. a B"O.C.OR#14x 3/4' AXeptwe No/!2-0 "01 d s WJJ T 1J2 MLN.TNREbD£0 F* Wj 2 t MIN.THREADED ,� S.S.S.O.S.0 D'O.C. txpt on DaSaB )'q :"•• Fd1BEDMENT TO EXISTING WOOD „� EMBEDMENT TD EXISTING WOOD =` SND. `•i: STUD. PRODUXCTRHNh1WXD 1/4'o LAG SCREWS 0 s'Q.G, a+onmplyfng with the Florida '71`,,,• w/1 1j2'MIN.THREADED rt u Cam I _ 2; a y3 $oBdlaB t EM. TO EXISTING WOOD ZZIX1Aoaepteno,No� Z%v ode STUD. 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(6087- AU."W/(2 1 Oro 0 8"D.C.MAX (6983-76 ALLOY)Wf{z T 4.0 i LAG SCREWS TO EACH OR ' \ TRUSS.LOCATE LOW SCREWS AT TRUSS.LOCATE LAC SCREWS AT j M10WIDTH OF EXISTING WOOD MIDWIDTH OF EXISTING WOOD I i i ! I MEMBER, 2'MIn.NOhINAt. i iltl MEMBER(2'Min.NOMINAL i EXISTING I I L WIDTH))W�2"Min.PENETRATION EXSTING WIDTH W 2'Mln.PENE77tATI0N CLASS } OF TNRFADFO MEA.THIS CLASS 11 11111 IL STAL(AR TK7NIA ONLY VALID FOR 1 I F R 1 INSTALLAMOR IS ONLY VALID FOR 1 1 1 1 W000.W/ IN.SPECIFIC GRAVITY i MIN, 0SEPARATION 1111 jllj WOOD W MIN.SPECIFIC GRANtt IMIN,SEPARATION IL, 11 OF 0,54, OF '' TO GLASS . (SEE SCHEDULE (SE6 SCHEPUIF ON SHEET 8) i t I i i rg o DUCT 8 iLh 1$11 F ■C OA mmplYiDA uriEh Lhr FTalno t��T gg miss l i ' i 8 d1dWR 5,o f C R 9 trace Nn Nooep' bale 1 02 " i y 10 HOLLOW CEILING MOUNTING INSTALLATION 12 HOLLOW CEILING MOUNTING INSTALLATION �IILLA&if�,ii�� Tom— • �e••� I I I I I�— $ I MIN.SEPARATION I ! i ! ! 4 I S `~ai • ' ( M GLASS 1 I 1 i (SEE SCHEDULE I I i 4 i it ON SKEET 8 i I •1 II MI. CLASS SEPAF SIGN 1 I g Exisma 4 i I L I i t q i I I I i � • , i(sEE SCHmuLE 11 i''I i i i I a MIN.SEPARATION . I ON SHEET 8 E $ E 1 l i!1 F? 1;i 1 - TO GLASS i /J�l/F •`•. I ,T 8" i i' ~' I L III (SEE SCNmULE / 1 ON SHEET 6) I'µ ' MIN. L '- I L i 11 1D �I I tigNttiitl W000 DECK W/ RM WOOD DECK W/CIFIC 4x3 4 SS >< WONdiON.SPEGiF3C i MIN.SPECIFIC I __~---- MIN. f 0.$51 /8^ 1 / ORANTY OF 0.55. j.� 74x3 4"S.S.S.DS^ GRAVITY OF 0.55, MIN. 5,0.5,4Y 9 O.C. GRAVITY OF 0.55. I I 7R000CI'RT3VISED UU EDGE OF ^-��,J 0 9"O.C. EDGE OF I EDGE OF I DECK IF DECK IF L '( DECK iF i LoeoalPlyfngwiihlhuFTGxidn/\yEDGE OF Acm ISO LI.i APtK.iCABL APPLICABLE APPLICABLE Bulldibg Code DECK IT Inua bAta "D I� 9 APPLICABLE I 1 \/ b Ini CanRai EGOS OF DECK EDGE OF IFDESLAB IF 2`MIN E D APPLICABLE SME-- AL y ARCy4g S 4"q LAO SCREWS Pt 6"O.G.W T !j2' ALTERNATE IOATE: 4-22-2015 J ) ANCHOR tl4'W IAC SCREWS 0 e"O.C.W 1 T/2" T 4'4 RAG SCttE5Y5®9^O.G.Wj t i jY LOCATION MIN.THREADED EMBEDMENT TO EXISTING __LOCN71ON__ ' MIN.THREADED EMSEDMENT_70..EXISTING __ WN.7HRFADED_EM6EDMENLTO.EIfISONO_ F.B.C. T+ pp /� - - --WOOD DECK -. -—_ 1'.D.L. WOOD OEOK. • t 9 (High Velocity Hurricane zone) SILL_ & ADJUSTARLE FLOOR �4 SILL & ADJUSTABLE FLOOR T MOUNTING INSTALLATION MOUNTIN,O_INSTALLATION THRESHOLD FL��MOUNTING INSTALLATION., OWc No:01-12 (RSI-06) SHEET 9 OF 9 i } ;{`4;J5 �'v l`,rxF`;-b's Tp.�;�.F7 F +�'.£i �'m3;77'G"n" :t�` j-(i 77 F•*: 'c3''{vet:•^i+i t9' '.:g. .. 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BCIS Home Log In • Luer Pegtstratlon Hat Topics submit Surdlarge Stats!x Fats ; Publiwtlons FBC Staff BCIS Slte Map Unks j Search fii)I;t:u �u"ora i Product Approval „q USER:Public User pl ct al M u>Pr act or Aoollcatlon Search>Application List R x ffi I Y�!\ a"" $efl earch Search Criteria t v 4 sir a.t ... _.. .., .. .: - Code Version 2014 FL# 5891.2 ten ; �'� L x'+ ' Application Type ALL Product Manufacturer ALL IT tizf { P s f CategoryALL Subcategory ALL 3tyta{ Application Status ALL Compliance Method ALL s X wtr< ;L Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL { x , s �$s J,p' impact esistantrALL Design Pressure ALL "r,arftty : Other ALL 19�,ZF`�� :;��#�� 5e3arch Results Applications t ,rte *S ` ;t� � —��-_ MnulFactnrer _' M. X�lisd "tom sv stmt£ 4^ a l FL5691- Revision Thermo Tru Corporation Ryan J.King, Approved L�xtfts� r ' FL#:FL5$91.2 P.E. 4r`?��f fry �ir �ljstory Model:b."SmoothStar” 1(813)767- 1 Description:618"Impact"Opaque Fiberglass Single Door(X)Inswing or 16555 y �3' Outswing Configuration Category:Exterior Doors Subcategory:Swinging Exterior Door Assemblies l 0 . �M__.... -Y._.�_.t.._.� ,. _.....- .-..d._..f..____... .,.._. ._.._ ._.._..»-._....�__.__........._..-,.__-.,4- .._...«..--.._�.... 1 &1 it r ik S r yt Approved by DBPR.Approvals by DBPR shall be reviewed and ratNled by the POC and/or the Commission if necessary. Y ;Vrb W,j Contact Us;:�60�gi81r Stone qua.Tallahassee FL,32.399 Phone,850-48L1824 The State of Florida is an AA(EEO employer.Copyright 2007-20Y3 State of Florida,::Privacy Statement::Accessibility StO,[ettent::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubitc-records request,do not send electronic eta i o f4 mail to this entity.instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to section sikx�'ctc '' f�.1 d55,ZT5 31,Florida statutes,effective acrobat 2,2012,!!censers licensed under Chapter 455,F.s,must provide the Department with an email address f they have l,�+g`5° .c� one.The emalls provided may be used for oglcial communication with the Iloensee.However email addresses are pubilc record.If you do not wish to supply a personal ri✓ t '�} T-�.. rfl5-} address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter-455,F.S., s , }Z please dldc e e. °'1eFk z, C s t product Approval Accepts:- s d •. c A 2 s ® N'hck tt,�fi Yet Via,[�nrss rLf�,{�P�; - �.•. f"` sxkk{ SecurityMetrics Credit Card Safe' t ;s`a \xk�y rot b t�' ...... ... . .. .. . .._..... . tj:'1.YPti�G.xG iafll,S:{tint;all.':I Citl hS}ij$if j.C'f Ft;if f._2tJy: t }g2yk• %'01. THERMANTRU 37.54•MAX,O.A. FRAME WIDTH THERMA TRU L7OORS >'• ......... •'` A~ tm y. "oin 1 18 INDUSTRIAL OR., EDGERTON, 0H 43$17 PANEL WIDTH ,'jf��tttt utss� �``` J p o� 3'01r X 6'8" 9 s O "SMOOTH STAR" LLJ $_ as FIBERGLASS SINGLE DOOR INSWING/OUTSWING �Q z IMPAC C5 4 W D GENERAL NOTES IS6p 1, This product has been evaluated and is In compliance with the 5th Edition(2014)Florida Building I a Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). w a a 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base N material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 3 1609,1.2 of the FBC and does not require on Impact resistant covering.This product meets missile N level"D"and excludes Wind Zone 4 as defined In ASTM E1996 and Section 1609.1.2.2 of the FBC. N p 0 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x N buck masonry construction. o 0 or 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TAME OF CON1ENiSz s SHEET# DESCRIPTION .—. N---1 Typical elevations,design pressures a general notes OVERALL;': OE3lGfY PRESSURE(P3J]'2 Door pones deta B ; 3 Horizontal cross sectionsDIME DALE: 4/23/0S i 4 Vertical Voss sections INSWING,... 87.54"x 82.T4"' +67:Q - •67:0 swE: N.T.S. 9 5 Buck--and anchoring-2X tuck masonry corutruction DwG,er: AL m' 2 A Fran's an.^hon-ng-iX butk,TiGivriy CJruiiilCiiOn n CNK.BY. Z_FS 3 r CrUrSWfNG 87.54"x84.69 +b7,0 .67,E € 7 &A a1 Materials 8 Components DRAWING NO.: FL-5897.2 c 10 R.1CTients\Thesma Tm PERMANENTUIarida Pia6urttApgml*s\FL-5891\Dmd ing%\Cmer M-5891dwg,22 I d 0 m o Qz m W 1.54"�� —�0.81' N 0 �. L 3121 z a �A rn 0 0. N RA IFf i sn L54' Off 1 . �OBBCl }� - d i — A A P N N X A P d H ' y r^ 00 Z A No.43f09 =irs`' 7k 37k P PRODUCT: voeumenseP� BY• ; ii78>QQ THERNA—TRU Lynda" F. 5chmtdt i �••'�- `ti: j � o f18ER01ASi DOOR P.E. No. 43409 ( r, y W 2 1 28 75 UPDATE TO 5114 ED, 2014 F'8c LFS PART OR ASSEMBLY: �jt`j!FFULLDING CC1NStlliAN1'S Imo' iv in p� t. 8 It 12 REv1SED TO 2010 FEFC JK DOOR PANE(, DETAILS YP % Sax 230,val.Fca, FL 33593 NO DATE BY Phone No,:813.859.9197 REVISIONS FSPE C.A No. 9et3 020OR R.W.U-Lo,Na C—A.—A—f— R1CIientAThmw7m PERMANENnfloOda RoduaA P-IIIA L'59911Orewings\Cm mtFL-5891.dwg.3.2 v m a' a v ac n 0, V F 3n sd t2I w~ V id CD V D m m a 4* b m ! L::j LA D EK- ILA N l w w �22 x � N X' �-• 4D V CY n $ W n 7O 0. C'f z _ m a 711 717 v; wN O � A p _ rn N` Q n� � 7S t1) V C p n C 4 7 Q I to [n C. a , 4a v m e 4 n J _ ``, NO.*43408 I o n Q PRODUCT; D -In n P�P�u Or � •t_ fimE� THER#AA-7RU Lyndon F. Sehmld! IW FIBERGLASS DOOR RE No. 43409 to tt IR m �,. .i W 2 1 28 15 UPDATE Ta STH E0. 2014 FBC LFS PART OR ASSEMDLY; BUILDING CONSULTANTS, '''1 v1 p 1 6 11 12 REVISEO 70 2010 'BC JK P.O. Box 230,Votrfeo. FL 33393 N m NO GATE BY HORIZONTAL Phono Na, 811839.9197 R SIONS GROSS SEGRON FSPE CA. No. 9813 0 2909 R.W.BUILa1NO coos r—"ANO. ' ^ a ' ^ � � ' rW1 .. "."• $W SM I J SMS D gE z0v MASONRY TYP.HEAD& MASONRY $ 3 OPENING JAMBS OPENING �x ° � a �z FRAME _ N2 TYP.HEAD S, JAMBS a d w y o o zO oro �a 2X SUCK =O 2XBUCK- r m Z CJ 0 • � 0 5m >m O N V SLICK ANCHOWNG STRIKE JAMB FRAME ANCHORING HINGEJAMB n o " M=ruy 2X buck construction c Ln CONCRETE ANCHOR NOTES: ' Y 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. fu 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to $� maintain the min,edge distance to mortariolnts,additional concrete anchors c z may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. N N K 3.Concrete anchor table ANCFIOR ANCHOk MIM M►N CLEARANCE .MIN CLEARANC9 K o 70 MASONRY TO A!)JACEM'. ; tYAE SIRE EMBEAMENT EL5GE .., y DATE, 4/23/08. K ! Oz TAPCON® 1J4" t•t/4"- -2"- ---4"— — - — --- - - - - - I L I — — I -- ;Js. - i tC0 ,rE. !•!,ti" i" 4.' II ! 1R ! ---1 �� owc eer: AL m' Ii1LfRACON I ` � r � � LFS 3 WOOD SCREW INSTALLATION NOTES: OnA+wc,m: a 1.Maintain a minimum 5/8"edge distance,I"end distance,S,i"o.c.spacing HINGE DETAIL LATCH d DEADBOLTDE7AIL FL-5891.2 0 of wood screws to prevent the splitting of wood. c sic 5 OF 7 is iiilll boil lit m • • {�' Y l a C M MASONRY 4 a OPENING ?JAMBS FRAMETAD& 'r 0 zo i s i sn ?z 11 OR m IrU 1X BUCK is 's LATCH&DEADACILT DETAIL o o o � a � u •Q a a 9 IF u N U STRIKE JAMS FRAMEAMCHORtNG HINGEJAMBT z MosonryIXbuck construction o N CONCRETE ANCHOR NOTES: 1,Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar(oints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 6 p maintain the min.edge distance to mortcr joints,additional concrete anchors F �i may be required to ensure the MAX.ON CENTER dimension are not exceeded. g S Concrete anchor table 10 N a ANCNt?R ANCNt?R MIM MIN.CCE/kRANCE, MIN:CIEARANGE iQ ;1YPE SlIE11�8E!?MENi T[}MASONRY TCi aDJACElVT .; a u EDtrE. . ANCHOR' 3 F i Date: 4f23 QE TA OM® 114" 1.1/4" 2" 4" � sus: N.T.S. 9 a owc.Err: AL m HINGE DETAIL MK.eY: LFS 3 W000 SCREW INSTALLATION NOTES: owmxc«o.. t. aintain o minimum 518" distance,I"end distance,&i"o.c.spacing fL-5891.2 °o M of wood screws to prevent the splitting of wooda SHEET E Or T O r. m i Bill OF MATERIALS ITEM I DESCRIPTION MATERIAL A I I X BUCK SG-0.55 WOOD N 8 2X BUCK SG—0.55 WOOD Y ........ C MAX,1/4"SHIM SPACE WOOD *. .". 13 t D 114'X 2-3/4!'PFH ELCO OR ITW CONCRETE SCREW STEEL i E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 89,04 301 OR HOLLOW BLOCK CONFORMING TO ASTM,C90 31)6"X3-1/4'PFH ITW CONCRETE SCREW STEEL c; G E H 114'x 3-1/4"PFH ITW CONCRETE SCREW STEEL J 114'X 3-3/4'PFH ITW CONCRETE SCREW STEEL HEAD SIN STEEL Jomb SN 19 20 jg� K #8 X 2-1/2PFH WOOD SCREW b L #10 X 2"PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 VX 4'HINGE.097"THK. STEEL 10 #10 X 3/4"PFH WOOD SCREW STEEL 17KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD 2.2(r 119 WOOD 9 HEADER JAMB(PINE,S.G>=0.42) 20 SIDE JAMB(PINE,S.G.>=0.42) WOOD IRS 02 z cc 21 KWIKSET SIGNATURE SERIES(780)DEADBOLT STEEL401 0 m STEEL 0 27 LATCH STRIKE PLATE 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC m 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. f 8 COW PROFILE OUiSWiNG BUMP FACE 40 FIBERGLASS DOOR PANEL-SMOOTH STAR .4 SS DOOR SKIN.071Y'WN.THK.FIBERGLASS BY smc 41 THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)-6,000 PSI EE 42 TOP RAIL COMPOSITE a 43 .LATCH STILE LVL WOOD —4-4 THINGE STILE WOOD 45 BOTTOM RAIL COMPOSITE 0 COMPOSITE POLYURETHANE FOAM CORE-1.9 LBS,DENSITY FOAM 47 LOCK BLOCK REINFORCEMENT WOOD-j NOTE:WOODAVL COMPONENTS(PINE,SG>=0.42) S 0 13 T z ¢ 3333 �FADIU rl�DDIEW�111HQID lcATE; 4123108Az z 5mr- N.T.S. ows,Ey. AL P CHK.By. LFS k DPAMUC NO.! FL-5891.2 13 o — sHEEr 7 OF 7