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HomeMy WebLinkAboutNotice of Acceptance (Revision) lj Rece 11/0 JAN1DUSSCSQ.' ® Per ' 101 r `- g Mitt% M IAM I DADS s SC,-u o O-Parte•• NII MIA -DADS COUNTY CPV.KX .. Qk'nt► nt 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 NO = • • ' CEPTANCE (NOA) www.miamidade.gov/economy 'GT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 • Sco• . 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, includingtheHurricane, High Velocity Hum ane Zone. I DESCRIPTION: Series "HR-5510"PVC Horizontal Rolling Window—L.M.I. I APPROVAL DOCUMENT: Drawing No.MD-HR5510-01 titled"Horizontal Roller-LM", sheets 1 through 18 of 18,dated 05/15/15,with revision B dated 03/27/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade Coun Product Control Section: IMISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.17 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0411108 MiAM•DADE COUNTY Expiration Date: September 24,2020 APPROVED "NJ.. I 3 11 Approval Date: August 31,2017 Page 1 r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MTD-HR5510-01 titled "Horizontal Roller -LM", sheets 1 through 181of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94, 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXTI`"I spacer system and XL Edger 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. (Submitted under previous NOA No. 16-0714.17) 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 series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalrnis Ortega, P.E. (Submitted under NOA No.15-0903.10) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94' 3) Water Resistance Test,per FBC,TAS 202-94 4)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 series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) Jorge M.Plasencia,P.E. Pr•duct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their ' "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated' 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M.Plasencia,P;.E. Pry uct Control Unit Supervisor NOA No. 17-0411:08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition(2014) and FBC J 6th Edition (2017), dated 08/02/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/31/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor,Product Control Section. (Submitted under NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17,issued to PGT Industries,Inc. for their Series "HR-5510"PVC Horizontal Rolling Window-L.M.I., approved on 09/01/17 and expiring on 09/24/20. Jorge M.Plasencia,P.E. • Product Control Unit Supervisor NOA No.17-0411i08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 2-5 ANCHORS,SEE - DESIGN PRESSURE RATINO IMPACT RATING CLUSTER DETAILS SHEET 512-314'MAX.O.C. VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT 6"MAX. -+i �- \ - r-�B,SEE 1-1/4' SEE SHEETS _-117-___77:7_17-17.___ -,_._2'711 `- MAX 9-16 _�D,SEE 2-5 ANCHORS,SEE CLUSTER 1585' -J — 18.34"MAX O.C. SHEET1. 3 I� - y� ,,,;� SHEET4 DETAILS SHEET5 1D MAX- P _ _ 8.MAX- �_ MAX.O.C. 1 r B,SEE A,SEE tr._ I, �e �_� ._. SHEET3 I III I S SHEET • -_��._ • _-....� SHEET -7-I, A 10 MAX I} I E,SEE r �, • ,I.I II it I' �I i I , C SHEET3� I_-- EQUALLY / __ a / I MAX.O.C. MAX Il SPACER - / / I I. BUCK l I / / MAX. -EQUALLY / / / 63' ANCHORS PER HEIGHT 1 BUCK .TABLES 17-22 I�I SPACED - i I / I M HEIGHT ANCHORSPER / * / 11 a / II { HEIGHT SEE T el TABLES 23-27 / / / SHEETS JJ 9-16 I I III 16.6T i . O II X I I { O_ I X �_ X O X MAx.D.C. • L_� .I L I B'MAX. , -• _—_=o_==—�e� BEE SILL I }] SEE SILL ----L • WEEPHOLE� '_{ WEEPHOLE '-- •- BEE SILL — '-..-g DETAILS, 4"O.C. 3"MAX. DETAILS 4.O.C. --- 3"MAX WEEPHOLE 4'O.C.BETWEEN 3.MAX SHEET 3 BETWEEN -� �-�- SHEET 4 BETWEEN L DETAILS, WEEPHOLES WEEPHOLES —'B WEEPHOLES D SHEET3 -r - - •. r. -- 7T MAX.BUCK WIDTH .- • 140'MAX.BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR XOX C FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION S— HOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(FEC),6TH EDITION GENERAL NOTES:SERIES 5610 IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FEC),5TH EDITION • •ASTM El 300-09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD UTE(CAP)MUST TEMPERED. •ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI S100-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. •AISC 360-10 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-10'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES 1 5)ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS 1 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, FRAME,GLASS&ANCHOR 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. OPTIONS 2 7)DESIGN PRESSURES: INSTALLATION,FLANGE 8 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. • EQUAL LEG/BOX 3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. &J.CHANNEL 4 B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-10%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS 5 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 WITH OTHER DISSIMILAR MATERIALS DESIGN PRESSURES 8.8 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ANCHOR QUANTITIES 9-16 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EXTRUSION PROFILES 8 BOM....17 10)REFERENCES:TEST REPORTS FTL-8072,8073 8 8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZE/LIGHTER ASSEMBLY 18 PRODUCT REVISED SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AFBPA NDS&ALUMINUM DESIGN MANUAL as complying with the Florida 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Building Code USER INSTRUCTIONS: NOA-No. 17-0411.08 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. \\�r111 I I II/t,,/, Revised By. Dote: Revision: Expiration Dote 09/24/2020 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1 AND \` NY LYN ri, UPDATED TO FBC 2017.AODEO ( ) ) �\0•,... N,�� JR 03/27/17 NOTETOANCHORQTY.TetB. By l REINFORCEMENT LEVEL,DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING . '� 'KENS'"••,�� Miami-D a Product Control TABLES 6-16(SHEETS 6.8).IT EXT EQUAL NRHEE 6 TO ELP FIND PRESSUREHAPI EREQUIREMENT FOR THE WINDOW OPENING Q•:' ;� ./1�1 :::::: Date: Revision: OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. N0.58705 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INSTALLATIONCONDITIONS.4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THE ANCHOR/SUBSTRATE WILL MEET : REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2OR3,AND THAT ALL MIN.REQUIREMENTS FROMTHISSHEET �A • 3 3J b •Q'� GENERAL NOTES&ELEVATION J ROSOWSKI SET ARE MET. %yq\•., �;'(V,� 1070 TECHNOLOGY DRIVE Title: Dote: USESTABLE 4 ON SHEET 2 FOR NDLTHE APPROPRIATEIDETAILS.TION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION.. moi''/sls•F�ORIDP,.•'G�,s (9411)-4N�1600 HORIZONTAL ROLLER-LM 05/15/15 �,,,�ONAL�IEN\\` COPYRIGHT 02011 POT INDUSTRIES,INC. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNI�MILL1 R P.E ALL RANTS RESERVED Series/Mode: 'Scale, Sheet: Drawing No. Rev: INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE B ON SHEET 2. P.E.B58706 CERT.OF AWN.629266 HR-5510 NTS 1 OF 18 MD-HR5510-01 B TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Frame Glass Description(Listed from Exterior to Interior) = Installation e S 'A"=ANNEALED Types Optionsns Substrate Option Detail Sheet - - -• - " = STRCConditions5 !B"Laminated I.G.:1/8"A Exterior Cap+7/18"Air pace+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer H°T TEMPHEATEREDENGTHENED (see Fig BJ (see Table 1) 6 7/8"Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer 'PVB"=.090"TROSIFOL®PVB r Through the ....Into 2XWood Frame/Buckslrip-street 4,option 5 t`71'8"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+5/16"Laminated;(2)Liles Of 1!8"A Glass with.090"PVB Interlayer BY KURARAY AMERICA.INC. J-Channel integral fin _into Metal-sheet 4,option a 8 7/8"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer "SG"=.090"SENTRYGIAS® (#1) 1 4 Through the frame..-Into 2X Wood Frameleuokelrip-sheet 4,option 6 INTERLAYER BY KURARAY of the window ....Into Metal-sheet 4,option 7 10 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Alr Space+5/16"Laminated;(2)Utes of 1/8"H Glass with.090"SG Interlayer AMERICA,INC. ....into 2XWood Frame/Buoketdp•sheet 3,option 1 11 718"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+5/16"Laminated;(2)-Lites of 1/8"H Glass with.090"SG Interlayer Flange 1-4 Through the frame ....Into Concrete/CMU-sheet 3,option 2 12 7/8"Laminated I.G.:3/16°T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lltes of 1/8"H Glass with.090"SG Interlayer _- 02) of the window .._through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 14 7/B"Laminated 1.G.:1/8"T Exterior Ca +5/16"Alr Space+7/16"Laminated;(2)Liles of 3/16"A Glass with.090'SG Interlayer II GLASS TYPES 5,7.11 815 ....Into Metal-sheet 3,option 4 Cap P y MAY NOT BE USED IN THE 15 7/8'Laminated I.G.:3/16"A Exterior Cap+1/4'Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"SG IntedayerHVH2 ABOVE 30'. Through the ....Into 2XWood Frame/Bucketdp-sheet 4,option 5 0 Integral Fin1 4 integral fin .,,.Into Metal-sheet 4,option B 16 7!8°Laminated I.G.:3/16"T Exterior Cap+1/4"Air Space+7/16'Laminated;(2)Utes of 3/16"A Glass with.090°SG Interlayer (#3) Through the trams -.Into 2XWood Freme/Buckstrip-sheet 4,option 6 SEE SHEET 6,TABLE 5 FOR GLAZING/DESIGN PRESSURE/ANCHORAGE INDEX. of the window ....Into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME - ....Into 2X Wood FrnmeBuckstrip-sheet 3,option 1 B0%/ Through the frame....Into Concrete/CMU-sheet 3,option 2 MID.Edge MM. •MIN.OF 3 Material Min.F MIn.F„ Equal-Leg 1-4 Group Anchor Substrate r Distance Embedment" THREADS (IM) of the window ....through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 BEYOND THE Steel Screw 92 ksi 120 ksi ....into Metal-sheet 3,option 4 #10 SMS P.1.Southern Pine(SG=0.55) 7/16' 1318" METAL 18-8 Screw 60 ksi 95 ksi • Steel,A36' 3/8" 0.050" - sussTRATE. 410 Screw 90 ksi 110 ksi (steel,18-8 S.S. Steel Stud,A653 Gr.33" 3/8" 0.0451'(18 Ga.) Elco Aggre-Gator® 57 ksl 96 Its! or 410 S.S.) •UNGROUTEDElco UkreCon® 155 ksi 177 kat FIGURE B:FRAME TYPES A Aluminum,6063-T5' 3!8" 0.050" - CMU"VALUES • P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" MAY BE USED 410 SB Eloo CretoFlex® 127.4 ksi 189.71W " 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/8" FOR GROUTED -6063-T5 Aluminum 16 ksi 22 ksi ...---- ungszl Ungraded CMU,(ASTM C-90) 2-1/2° 14/4" CMU A38 Sleet 36 tel 58 ksi APPLICATIONS. Gr.33 Steel Stud 33 ksi 45 ksi 0 I. 0 Ui' • #12SM5 P.T.Southam Pine(SG=0.55) 9/16" 13/8" Steel,A36" 3/8" 0.050' ■� BOX •I OR ft B (steel,18-8 S.S. i Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) FLANGE EQUAL- or 410 S.S.) INSTALLATION NOTES,SEE SHEETS 3 8,4 FOR ILLUSTRATIONS: • LEG Aluminum,6063-T5' 3/8" 0.063" IIP 1/4"steel Ultracon Concrete(min.2.85 kat) 1" 1-314" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES iC7o , o f "StCP I UItm k1i` Concrete(min.3.35 ksi) 1" 1-3/4" ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE 1/4"steel Ultrac0n Concrete(min.2.85 ksi) a 2-1/2" 1-3/4" ' WINDOW. F-----pa. sre i, 1/ steel URraccn P.T.Southern Pine(50=0.55) 1" 1-3/8" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, ( I 1/4"steel Cretefle% Concrete(min.3.35 ksi) 2-1/2" 1-3/4" THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE 0 3 �. //_�\ CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF 1 U e 1/4"steel Cretefle% Ungrouted CMU,(ASTM C-Ba) .2-1/2° 1-1/4" UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED ■r INTEGRAL ■r \\/, JCHANNEL _ P.T.SoUlttem Pine(SG=0.55) 1" 1318" AS 2X ARE 1-1/2"THICK OR GREATER.15 AND 2X BUCKS(WHEN USED) '�I FIN 114'steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1-3/8" SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE .'- 4 '. STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE __ 1/4"steel Aggre-Gator P.T.Southam Pine(SG=0.55) 1" 13/8" RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. oo,�� �'� Grouted CMU,(ASIM C-90) 2" 2" 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN as complying with the Florida Min.Edge MM. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Building Code Group Anchor Substrate NOA-Na. 17-0411.08 Distance Embedment E 2-112"x.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2-7/16' ```1111 I r r I r I Nr"/ Revised JR Bl' 03/27/17oter CHANGES TIIISSHEEr. Expiration Onto 09/24/2020 9NY LYNN %, B 2-1/2"Ring-shank Roofing Nail P.T.Southern Pine(50=0.55) 3/8" 2.7/16" `.,.•,`�,. '.. y ..• 1.10ENSF'•.�, i r..._...., RavIced By: Dote: Revision: Miami-D o-D o Pro�uct Contra P.T.Southern Pine(SG=0.55) 1/2" 1-3/8" Q: If- #10 #10 Trusshead SMS '-� Aluminum,6063-75" 3/8" 0.050" �.;r No.58705 - (steel,18-8 S.S. Steel Stud,Or.33' 3/8" 0.0451'(18 Ge.) - *- ® Descnptton: Drawn BK or 410 S.S.) --O? c GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A3e" 3!8" 0.050' •MIN.OF 3 3 -y - P.T.Southern Pine(SG=0.55) 9/16" 1.3/8" THREADS =�'o.••, ST E! '�= /1/.` 1070 TECHNOLOGY DRIVE Tiffs: Date: #12 SMS Aluminum,6063-T5" 3/8" 0.083" BEYOND THE • F �/ N.VENICE,FL 34275 ty �ORIDP,.•' •�.,, (91)-480-1660 HORIZONTAL ROLLER-LM 05/15/15 (steel,18-8 S.S. METAL ' sG Sleet Stud,Gr.33" 3/8" 0.050" '106./0".. N COPYPIOnu waffle ESET mlEe,INC. or 410 S,E.) SUBSTRATE. / NAL E O�� Aly waffle RESET= Seetee/YodnI: Seale: Sheat Drawing No. Rev: Steel,A36" 3/8" 0.050" k Lyp. 658705,P.E. CERT. AVM#292911 HR-5510 NTS 2 OF 18 MD-HR5510-01 B P.EN 58706 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES . INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 OR22OR® ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE OPTION 4 . BUCKSTRIP INTO CONCRETE/CMU. DISTANCE PER SUBSTRATE, SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2. • OPTION 1 ANCHORED THROUGH TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE r-I SEE TABLE 2,SHEET 2. FRAME INTO METAL "XO"OR"OX"SASH 1/4•MAX SHIM -. I. FRAME INTO 2X WOOD I siMMIli EMBEDMENT FRAME OR BUCKSTRIP. 1`_ 1/4"MAX.SHIM 0 ®i 0 ®� ,7-,--7. -1 SEE NOTE 2,SHEET 2. �� 1 ///_/../1 13 �1a : EMBEDMENT • • /1 OPERABLE EDGE FLANGE • #10 OR 812 STEEL ' "]I r SASH DISTANCE FRAME _ _ P� f SMS(G5),SEE ]1 '— 37-39 ' ��^.' ��+`-+6 yy SHOWN { TABLE 2,SHEET 2. �(r,l � 1 li 1 i_ira �ssannno•' . a��I-1��Lli,ILJ 2 ,I�G. IIIR-772:.117-' � ' rA,\ •• TYP.ANCHOR TYPE, © -■ 1/4"MAX SHIM G ( . FIXED 0 ilik,,_, ��' �� 4 .•••• EMBEDMENT AND ® % • "r7 LITE °i;i _�I VISIBLE I _ Y EDGE DISTANCE PER !kill , 1 - 1LIGHT WIDTH Ilfr- " SUBSTRATE,SEE • �lr-' / ❑a i�lf��t—� 11' l, `,!-�.. TABLE 2,SHEET 2. 'VI Mr I tia 11 0 101 . . 4 DADE APPROVED MULLION, / [11111 ►o—�I— � =J-JIFBC COMPLIANT' O0VISIBLE I EXTERIOR ALUMINUM/STEEL FRAMING • FLANGE LIGHT WIDTH YYY En EQUAL OR STEEL STUD.MAY BE FRAME 24 OR 25 OR 20 m V 0 LEG (1)AT MID-SPAN OF INTERLOCK VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN FRAME (1)3-1/2'FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES. (SEE SHEETS 68)TYPICAL FOR ALL 43 HEIGHT TABLE 2.SHEET 2 "XO"OR"OX"FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILES/RAILS Ake HORIZONTAL SECTION A-A(OX) ®OR 23 BUCK 0 Q • 0 0 (SEE SHEETS 7-8)TYPICAL HEIGHT EXTERIOR 0� OPERABLE �1 ® OPERABLE 6 FOR ALL XOX"SASH OPERABLE SASH -�7 SASH I �r r_� fli � i_.. . SASHL. �Tom'VISIBLE Y-1 i-„,:����,_'i��1' AtiY _� lffi-i..• _21 OR 22 OR 23 LIGHTUMFM , f IVB II :, — •0 • SEE SHEETS 6-8) HEIGHT ►i Cam sai Ali 28 iiirr,,,...- S�_,TVPIca FOR • �� 111 41 II _ ALL SASH - 0 . I q��„-�;. FIXED • I I l ' ' i I '�� VISIBLE = 1rY:�'i=f� LITE /jt:. I VISIBLE Imo_ III 86 III • L.) 00 -^I LIGHT WIDTH lr-I ”" '� -. --~111 LIGHT WIDTH fffasrl�ll - FLANOE _,)' L.T.m• llllltl;I''`F1 i'� laWEEP Iwo■ I. Ie:-1T1 FRAME I' �_!-J,� I' ��® '��I "T:F I ® SHO=N gp i-� I I��� . NOTCHES ��' / � I+ ( P I VISIBLE I _ 0 EXTERIOR 0 1•1/4" 114" \ I 26 © (SEE SHEETS 6-8)TYPICAL — LIGHT WIDTH 72 0 V 4 • © ALL"XOX"FIXED MEETING RAIL v Illj NV �---16 �i 1/4MAX — BUCK WIDTH PRODUCT REVISED i SHIM EQUAL-LEG as complying with tho Florida �_ HORIZONTAL SECTION E E(XOX) FRAME BulldingCode WI� �'��I' ;n.�"'"'if', AS PER SECTION A-A ABOVE • SHOWN NOA-No. 17-0411.08 EQUAL LEG ,rll /// EXplratlon0 e0 /24/2020 FRAME SHOWN { " plY LYNn/ �",, Ravfeed By. Dote: Revision: Y, ••••''••- NO CHANGES THIS SHEET. EMBEDMENT '� . JR 03/27/17 INSTALLATION +..-•• UICENSF•.,(( By OPTION 2 $ N-. \•1"1. Irr•—...ir Revised By: Date: Revision: Mloml-0 e Product Control ANCHORED THROUGH '*: No.58705 - FRAME DIRECTLY INTO • " _ *- Drawn BY: CONCRETE/CMU. - EDGE ^'9 '. Z ® Deoer1Otton: DISTANCE VISIBLE LIGHT FORMULAS '7(1 ' 331 17— a= FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHOR TYPE, %O-•. 41 EMBEDMENT AND EDG' EQUAL-LITE,XO&OX) � '� STATE -.4,.- 1070 TECHNOLOGY DRIVE Dole: VERTICALetre: DISTANCE PER SUBSTRAT: •• ORIOp,. , N.VENICE,FL 34275 SEE TABLE 2,SHEET 2. SECTION B-B • WIDTH:BUCKWIDTH/2-4-1/4" ' S'S •••-••• G�` (()41}48o-1eoo HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-7.1/4' ��/�ONAL E,��‘` COPYRIGHT 02017 POTa:DV3TRIE9,INC. /1111111111 ALLROSEC RESERV® Series/Model: Soots, Sheet: Drawing No. Rev. A.LYNN MILLER,P.E. CERT.OF AUTH.1l2�298 HR-5510 NTS .3 OF 18 MD-HR5510-01 B • P.E.#56705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION • ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR 22 OR® WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET2 (SEE SHEETS 6-8) NOTE 2,SHEET 2. ANCHORED THROUGH • INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT I INTEGRAL FIN INTO 2X I-•- EMBEDMENT -► FIN/FLANOE REMOVED) 'XO"OR"OX"SASH q 1 I �. WOOD FRAME OR BUCK. STRIP.SEE NOTE 2, EDGE � 1/4"MAX.SHIM 0 0 0 _.-------7.---: DISTANCE i /// EDGE • SHEET 2. !�I ® 0 OPERABLE 1lI ----- :->�l VV�f 20 I ® `V/ DISTANCE J-CHANNEL _�� �'-' #10 OR#12 STEEL `J _S• _ SASH _r�w-- VV • FRAME SHOWN O - _ ( ) ns,1 �� T 37-39 ' -'+i __ SMS 05 SEE I�'-�'�' ' � 1 TABLE 2,SHEET 2. [` (� '14 • • 'luni 3 Pil.nd 1 r�: -�-��UOLJLY -7- ]_- el"i 25�_�•- . TYP.ANCHOR E, } O N. . - EMBEDMENT AND O EMBEDMENT AN PEDGE FLANGE MAY BE fj �I I• FIXED ��- �-tEE� � :I ■ EDGE DISTANCE PER .,-_nay id TYP. OR LXE s"� - i SUBSTRATE,9EE I'I^�I /L[ VISIBLE ..1 l'-,.III ( ) -� DISTANCE PER SUBSTRATE, REMOVED IN-FIELD ::;1' �� 11 _ 1 � LIGHT WIDTH J 'I'I,•111I TABLE 2,SHEET 2. 1/4'MAX SHIM / "'"" �.- ���� SCREW SHOWN I.1. 72 I SEE TABLE 3,SHEET 2. L� r 06�_..;_ I•-.4 FIN 111- � M , -1 L. FRAME ' 0 1:�_I �r ., ® """ tVISIBLE Qom--='I Mit SHOWN DADE APPROVED MULLION, EXTERIOR • FEC COMPLIANT LIGHT WIDTH �L ALUMINUPNSTEEL FRAMING ® • 24 OR 26 ORO v 0 OR STEEL STUD.MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6.8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL HEIGHT TABLES 2&3,SHEET 2. - BUCK WIDTH - INSTALLATION 1 HORIZONTAL SECTION C-C(OX) 22 •R 23 OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL y\\ ®j 18 ALL"XOX" / (FLANGE MAY BE REMOVED) • BUCK EXTERIOR �\ ® OPERABLE OPERABLE SASH / i 20 HEIGHT / SASH /_ SASH _ / #100R#12 STEEL • SEE SHEETS&8 • • ^:`F I, ' [ / SMS(G5),SEE i 21 OR 22 OR 23 LIGHT OPERABLEA �� J '=— = 1 &MI `,10I-„-,. '` -�. '1 '�•^ 0 TABLE 2,8!IEET 2. ^l/ O O VISIBLE li � 11 \/(`-' ) HEIGHT r 1' :._''r. "�i.i® 1�O (v��'LJ [ TYPICAL FOR 0 I�I a '.�, o'mintioNii�� -�11. V FIXED ' vd 1— I: % . ALL SASH- •. I I v_— LITE - - i t��� _` VISIBLE _ L�� l�\ �� VISIBLE I '' I 80 `:!%1 I ff� LIGHT WIDTH f� r-' .— LIGHT WIDTH iii"'^^^--- �f , , lares_ .... C-er: . FRAME .,.. _. o v�_ o NOTCHES 29 LJ� ' Engj SHOWN 0FIN � L-i- o IIIMPMEIIMIEMIIIMIM �I Fvd I 42 �00 3/4"X 1/4" I 25 ORO �I LIGHTIWIDTH ® • EXTERIOR Q J-FRAME L 1'1/4"X 1!4" © (SEE SHEETS 8-8)TYPICAL FOR - — CO ALL"XOX"FIXED MEETING RAIL SHOWN ® _ . BUCK WIDTH • 0 F-1/4"MAX HORIZONTAL SECTION C-C(XOX) asRomplying REVISED thee Florida Tip/--((� SHIM (1)AT MID-SPAN OF INTERLOCK Building Coda I - INSTALLATION AS PER SECTION D-D ABOVE FIN FRAME -I 43 (1)3-12'FROM EACH SASH .11!111 i1// NOA-No- 17-0411.08 SHOWN - _ CORNER AND(1)AT CENTER OF `�'7 h7�� Revised BY: Date:. Revision: Expiration Da 8/24(2020 TYP.ANCHOR TYPE, - _� SASH STILES/RAILS `s��9NY LYNN�� �'� • JR 03/27/17 NO CHANGES THIS SHEET. EMBEDMENT AND L,IGENSF •.C By 1 EDGE DISTANCE PER i EDGE DISTANCE Q=' •:��]�� �� Revised Bin Mei Revision:, Mlami-Da ro on Con rol ."1: SUBSTRATE,SEE SEE + I�-:' No.56705 :: TABLE 3,SHEET 2. -...I EMBEDMENT-�--' _-0 a� - Drown By: ® Description: VISIBLE LIGHT FORMULAS =7J '• 31111-1.:: J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE,XO&OX) �n'• A �V 1070 TECHNOLOGY DRIVE Date: ANCHORED THROUGH INTEGRAL FIN SECTION D-D Oc '••F<ORIDP,•' ".� N.VENICE,FL 34275 Title: INTO 2X WOOD FRAME OR BUCK- - WIDTH:BUCK WIDTH/2-4-114" '�SS7 •.....•••�G\� (941)4604600 HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-7-t14' �i O(1JAL�• 1' COPTRIGHT02017 ROT INDUSTRIES,NC. - STRIP.SEE NOTE 2,SHEET 2. �'M11111111\ ALL RIGHTS RESERVED SeIea/I/odoR Scale.• Sheet Drowing No. Rev. A.LYNN MILLER,P.E. CERT.OF AUTH.#29288 HR-5510 NTS 4 OF 18 MD-HR5510-01 B P.E#58705 • • .` IL,SILICONE STRUCTURAL i --17I8•NOM. I+ + —4-1— -+{ 7/8•NOM. �-+— —1 7/8"NOM. [ 718"NOM. r POLYISOBUTYLENE 1/4'NOM. WITH DESICCANT EXT.GLASS / 78 KODISPACE 5116"A!A PVB ;� 5/16"NA PVB III 5/16"A/A PVB E� 5116"A/A PVB II�4SGTPS 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE ' 3/8"AIR SPACE II ,� 1/8"A GLASS 1/8"T GLASS 3116"A GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR _ _INT.GLASS ' Iv- Ikall 78-79 ` HOT-MELT BUTYL ...mamma '� •�/ STRUCTURAL ♦ •SILICONE GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 FOAM 11110311,1(.......--3/18'NOM. , WITH OP •DESICCANTA SUPER .— 1 7/8"NOM. — { 718"NOM. —�{ 7/8"NOM. —1 7/8"NOM. EXT.GLASS 77 SPACER®NXT'" I I 5/18"H1H SG II 5/16"H/H SG •� 5/16"HAI SG 7/16"NA SG Ii'•7/16"AIR SPACE3/8"AIR SPACE 3/8"AIRSPACE 5116"AIRSPACE . INT.GLASS. 1/8" N' T GLASS 3/16"A GLASS 3/16"T GLASS 1 1/8"T GLASS ALUMINUM a EXTERIOR a DLTERIOR a EXTERIOR�� • a EXTERIOR • REINFORCEMENT • 4. 5/16.NOM. ® 'kill ® .D' X • CID all BUTYL 8 DESICCANT 11 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM EXT.GLASS 78 DURASEAL® . SPACER ® 111 D 1/2"NOM.GLASSB TE TYP. ► 718'NOM. I+- —1 78 NOM.i ., T1 7/16"A/A SG •� 7/16"A/A SG ' INT.GLASS 0 EXTERIOR kit GLASS TYPES 6,7,11 8 15 '• 1/4"AIR SPACE 1/4"AIR SPACE- MAY NOT BE USED IN THE 28 • HVHZ ABOVE 30'. POLYISO- DESICCANT FILL AREA G.. M IR" 3/16"A GLASS 3/16"T GLASS •BUT LENE SEAL rk ��1'� 5/16"NOM. 0r`I ��� •-� aEXTERIOR EXTERIOR GLASS TYPES 10-12814-16 - ! SILICONE SEAL 'MAY NOT BE USED WITHROLL-FORMED � 1 ® ' ® •J-CHANNEL OR INTEGRAL ' . STAINLESS STEE• C, FIN FRAMES XL EDGET"" ® r �A .� —' •• PRODUCTyyREVISED • EXT.GLASS (;)SPACER '.❑❑� GLASS TYPE 15 GLASS TYPE 16 Bu IdingtCodBwith the Florida A4II`I I NDA-No. 17-0411.08 1 0-__�,a'! \.„0,IV LYNN r�/'� Revised By: Dote: RevSelon: Expiration Ditto 09/24/2020 • INT.GLASS •" •" ,�.\?9..'''ENSF /�� ,� JR 03/27/17 NO CHANGES THIS SHEET. By �,-,0240-0*—_,y7� TYP.GLAZING"DETAIL - • ,' ,- l" RoHeed Dy Dote: Revision: Mlam ba/• 'roduct Control _*: No.58705 ' "A'=ANNEALED •'*_ - ® Description: • Dram By. Pert fl Description Matedal "T"=HEAT MPEREDSTRENGTHENED _-p ' ,�..•`C_ GLAZING DETAILS J ROSOWSKI _ _ _ "T'=TEMPERED �� 3� 78 Kommoeing 4SG TPS Spacer System • "PVB"=.090"TROSIFOLIO PVB BY KURARAY AMERICA,INC. %�.(••'. A O (V�� 1070 TECHNOLOGY DRIVE Dote, 77 080508 Super Spacer nXT WOE Hot Melt Bet See title ^SO"=.090'SENTRYOLAS®INTERLAYER BY KURARAY c<‘,0.•••:°(ORID?•,. �� N.VENICE,FL 34275 We:'r Sheet ler AMERICA, •INC. ��is "•"....,..P,,, (841) -1600 HORIZONTAL ROLLER WINDOW-LM 05/15/15 76 annex Dureseel spacer Meledals '7 NAL �` COPYRIGHT°2017 POT IIIDUSIRa;S,INC. - 79 Ce,dinal XL Edge Spacer 'lilOhI l 1R, AU RIGHTS RESER05) Sedes• Seale: Sheet: Drawing No. Rev: FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, ALV NN 9587 5 P.E. CERT.OF AUTH.428288 HR-5510 NTS 5 OF 18 MD-HR5510-01 B REFERENCE TEST REPORTS:FTL-8717,8968&8970 SHEET 2. PEA 69705 1 _ — TABLE 6: . Index to All Design Pressure end Anchor quantity Tables ^ Max. Max. Glass Rehr. Design Pressure Anchor Ouentty TABLE 6: TABL Cardig Widh HeIghI Type LeWGlass Typos Design Pressure(Ibslft2) Glass Types esign Pressure(lbs/ft') . R,-- -- ship I Shw4il 5-8 for XO or OXWindows 5"8 for XO or OX Windows • • 54" 6 6 17 9 _ 54" - 2 7 6 18 9 feint Level RI All Buck Heights up to 54' Reid Level R2 All Buck He hts to 54' • )0 75' 57 5.B 3 8 7 19 10 All Buck Width. All Buck Widths OT 63' 4 tt a 21 11 up to 7s0/-50• up to 76• +65/-70 - OX I\ 72' 5-B 4 10 a 20 10 10-12 4 12 8 22 11 SEE TABID 18 OH ANC ORAGE ---75' --._..7. 14-16 4 12 5 22 11 SEE TABLE 17 FOR ANCHORAGE 5-8 3 9 7 23 12 ___ _____ _ __ 120" 63 5&5 4 13 a 24 13 . XOX 7&8 4 14 B 25 14 10-12 4 15 a 26 15 _ No ND=II ifp= 140"• 63 • 14-78 4 16 B I 27 16 j[1U;U[JHEADER -.■aq HEADER1M II --...-1 _-am4MAX.O.C. - i11 41i ill I II fi__ j 0 '.—__— SECTION DETAIL sSECTION DETAIL '� 11141,5C- FOR WINDOWS WITH t I 21FOR WINDOWS WITH it B LEVEL R1 REINFORCEMENT "'14111 I LEVEL R2 REINFORCEMENTIIANCHOR (REINFORCEMENTSSHOWN SASH (REINFORCEMENTSSHOWN ISASHIN FIGURES APPLY TO ALL �(TYPES& HEIGHT IN FIGURES APPLY TO ALL )3j111 HEIGHT FLUSTER DETAIL CONFIGURATIONS) �I�'1lli 21 CONFFIGURATIONS)ME ONS) Oz1�Ir Y1p 4'MAX.O.C. r- ill ____qtr_ Ex1ERxM TIoa • r,, SILL __— u �.i SILL (� ■� �.�.i NI 4-ANCHOR �,� ■oma• ._-.r.� om• CLUSTER DETAIL SASH WIDTH SASH WIDTH `` 1 /1 (�. I 1'' I MEETING MIL I� !`ter r MEETING RAIL 4*MAX.O.C. —� B .�� _� � 24 13 B II ]� ��r��CM I — _s --�� 21 21 1'1 ` I..rn 0 ® Air--. t JAMB ExroReR JAMB EXTERgR W3-ANCHOR I,� _ ilM i�! PRODUCT REVISED CLUSTER DETAIL as complying with the Florida BuildingCode NOTES: NOA-No. 17-0411.08 •. 1 USE THESE TABLES FOR ALLWINDOWS 11111111/i INSTALLED THROUGH THE FRAME OR •.\ MO'LYAln, ''',. Revised By. Date Revision. Expiration Date 09/24/2020 INTEGRAL FIN. -•"""• CORRECTED TOOLS 5. B'MAX.D.D. I _1 ,`�= Mi % JR 03/27/17 By 4'MIN.O.C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND •_ •, • t"10ENgF'•C� BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS Q:' ';./5 opP . Revised By. Date: Revrslon: Min1-0 roduct Control 1111111111r_=11111111_ PER THE FIGURE. • .*:.• No.58705 — www. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE - *-_ NEXT AVAMBLE WIDTH OR HEIGHT 7.-:.:3-13.73 M _ ,® Descrip8on: Drawn• �' DIMENSION SHOWN ON THE TABLE. '.• 31 z� DESIGN PRESSURE TABLES J ROSOWSKI 2-ANCHOR 4)'714-1f2-1/4"AND"1/3-1/3-1/3"INDICATE THATy ' /1/� THOSE STANDARD SASH CONFIGURATIONS �'n A O 1070 TECHNOLOGY DRIVE Dote: 11 • CLUSTER DETAIL FALL WITHIN THE SASH WIDTH RANGE IN THE ���S+S'�./ORIDP..•'G"i N. 0��6ADJACHORIZONTAL ROLLER-LM 05/15/15 THAT NENT COLUMN.O STANDARD SASHTavr INDICATESCONFIGURA IONS ,�r'M111111 E �� COPYRIGHT02017PGT Ra)USTTUE5.INC. fin, �e. Scale: Sheet: Demvlag Na, Rer. FALL WRHIN THE RANGE. 11111111/ ALL RIGHTS REsniV® ALVP.ER58MILLER,P.E. CERT.OFAUTH.629298 HR-5510 NTS 6 OF 18 MD-HR5510-01 B P.E115870.�i —- _ _ ___ _— _ _ _ __ TABLE B: Glees Types Design Pressure(Ibe/ft2) • 5"e for XO or OX Windows Reint Level R3 All Buck Heights up to 83' • ow4MMtO111111i LIIIAll Buck Widths( +50/-50 ■.■I HEADER up to 75" -- -- --- . SEE TABLE 79 FOR ANCHORAGE TABLE _- _ _ _ _ _ • �'+1- :: ::- • sash 11111 li 0341111811011 Range(in) Window BuHeight SASHR3 a" 54 ". 1 HEIGHT 35-1/4^ '/4% 11.391-11.391 *50.0 500 +50.0 .50.0 .50.0 -50.0 38" %-%-/ii 12.309-12.308 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 4.111 I' © X-%i4 11.391-13.397 +50.0 -50.0 +50.0 -50.0 +50.0 SO.D 45-1/8• r %-ii 13.398-14.683 +50,0 -50.0 +50.0 -50.0 +50.0 -50.0 * I 47-314" 11.391-12.297 +50.0 -50.0 +50.0 -50.0 +50.0 .50.0 12.298-15.558 +50.0 -50.0 +50.0 .50.0 +50.0 -50.0 EX7ESIOR SILL Y4-% Custom 11.391-12.016 +50,0 50.0 .50.0 -50.0 +50.0 -50.0 a 52-1/8" -Y, 12.017-13.397 +50.0 550. 0.0 +50.0 -50.0 +50.0 0 •�_.•• %-Y3-% 13.398•17.010 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 • g Cuslom 11.391-13.397 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 SASH WIDTH € 90" %)4% 13.398-15.360 +50.0 -50.0 +50.0 50.0 +50.0 50.0 }- )i-)4-%r 15.361-19.641 +50.0 -50.0 +50.0 50.0 +50,0 -50.0 • • _ - Custom 11.391-13.397 *50.0 50.0 +50.0 -50.0 +50.0 50.0 lI . P I MEETING RAIL 75" +/ % 13.393-19.110 +50,0 -500 +60.0 50,0 +50.0 50.0 ■ J�` ����.1 %%-%s 19.111-24.841 +50,0 500 +50.0 -60.0 +50.0 50.0 , I ' --=• ,iI cco • Custom 18.360-19.397 +50.0 -50.0 *50.0 50.0 +451' -49.1' 1.1 ISI �( ® ® f 00" %-%i-% 19.398-24.350 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 '-' JAMB Ex100n10R Custom 24.361-30.360 +50.0 -50.0 +50.0 50.0 +50.0 50.0 V 4- 120" X-1,4-14 ^ -30.360 +50.0 -5110 +50.0 50.0 *49.1" .49.1' •+50/50 FOR GLASS TYPES 8-8 SEE TABLE 23 FOR ANCHORAGE "MIN.SASH SIZE=WINDOW WIDTH-5928 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT • (REINFORCEMENTS SHOWN 1 IN FIGURES APPLY TO ALL PRODUCT REVISED as in FRAME TYPES& Building lCodoWith the Florida CONFIGURATIONS) vv11111111/ 4 NOA-Ne. 17-0411.08 1, �\\` p1'(LYN v, Revised By: Dote: Revision. Expiration Date 09/24/2020 , Q !V JR 03/27/17 �� �/ NO CHANGES THIS SHEET. BY : 1•ICENyF•.•C,/ i �= •-.13 ��- Revised By. Date: Revision: Miam roduct Control I 4 .A.: No.58705 - D : a�-- - ® Description: Drown By: 'A VT-5....i cr DESIGN PRESSURE TABLES J ROSOWSKI NOTES: SrA7E 0. �: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. :":,C..)(‘ 1070 TECHNOLOGY DRNE • Dote: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE ...‘"..-$(‘,5,:,...-..-`:,.9.,!9.,...•.-„-•,;--„,.... N VENICE•FL 34275 n8°' 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. '/,,,/"11111111's ONAL E4 ‘‘ ((91 111300 POTI1raI51R1E8,lh'C. HORIZONTAL ROLLER-LM 05/15/15 4)'1/4-i12-1/4"AND"113-1l3-1/2"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SAS((WIDTH //i I I 1111 101ALI20HTSRE°ERVE0 S ries,Mede0 Scot.: Sheet: Drawing No. Rev. RANGE IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER,P.E. CERT.OF AUYH.939196 HR-5510 NTS 7 OF 18 MD-HR5510-01 B THE RANGE. P.EA 58705 • : TABLE 11: • TABLE 12: TABLE 13: Glass Types • Glass Typcs Design Pressure(Ibslit')for Glass Types Design Pressure°b e)for R')for XOX Windows TABLE IO: 5-8 • XO or OX Windows 1812&14-16 XO or OX Windows Width Width 2 Rein1.Level Window Buck Height Reinl.Level Window Buck Height Relnc Level Con10.313en Rarue On) Window Bunk Height Glass Types Design Pressure(Ibs/ft) R4 36• 48' I 64^ 63' R4 48' 54' 63" R4 54" 63' 76' 13-8 for XO Or OX Windows I - - - Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +85.0 -85.3 25-12' +650 -70.0 .65.0_-70.0 +65.0 -70.0 25.112" +85.0--110.0 +65.0 -110.0•+65.0 -110.0 Relnf.Level R4 At Buck Heights up to 72' c 60" ./-34-3413.398-15.360 +65.0 -70.0 +85.0 -70.0 +65.0 -70.0 +85.0 -70.0 fi 28" +856 -70.0 +55.0 -70.0 +65.0 .70.0 26" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 15.381-19.641 +85.0 -70.0 +85.0 -70.0 +65.0 -70.0 +65,0 -70.0 An Buck Widths 3B• +650 -70.0 +65.0 -70.0 +65.0 -70.0 36I. gg ' +65.0 -110.0 +65.0 -110.0 *65.0 -110.0 st 15-3/-34 up l0 75' +50/-50 .+ Custom 11.391-13.387 +65.0 -70.0 +65.0 •68.8 +83.3 -83.3 *03.2 332 m 42" +650 -70,0 +55.0 •70.0 +65.0 •700 42" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 48" +650 -70.0 +85,0 -70,0 +85.0 -70.0 48"' *65.0 -110.0 +65.0 -110.0 +65.0 -110.0 A 75' 14-)4-y 13.398-19.110 +85.0 -70.0 +85.0 -70.0 •+65.0 -66.5 +56.2 -582 _ -_ SEE TABLE 20 FOR ANCHORAGE Y.41-3i 19.111-24.641 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 +65.0 -86.0 • 60' +85.0 -70.0 +05.0 -70.0 +85,0 -70.0 E 60" +65.0 -110.0 +65.0 -110.0 +65.0 I -93.9 z - Custom 18.360-19.397 +65,0 -70.0 +59.8 39.9 +55.5 35.5_+49.1 _-49,1 75' +65.0 -70.0 +85.0 -70.0 +64.3'1-64.3' - 75' ]+650 -110.0 +55.0 -103.5 +55.0 1 400 '+65/-70 FOR GLASS TYPES 6-8 SEE TABLE 22 FOR ANCHORAGE �• y-y'y, 18'398-24.360 +65.0 -70.0 +62.1 -82.1 +58.0 38.0 +50.3 30.3 SEE TABLE 21 FOR ANCHORAGE Custom 24.381-30.360 +65.0 -70.0 +65.0 -70.0 +85.0 -87.3 +57.0 -57.0 TABLE 15: .r.ae ■ w■■ 12P 34-3i-x, •• -30.380 +65.0 -70.0 +59.9 -59.9 +55.5 39.5 +49.1 -49.1 Glass Types Sash Design Pressure(Ibsift')for XOX Id HEADER "MIN.SASH SIZE=WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE 10.12 Sash TABLE 14: ail 2 Width Windows Rehr..Level. ConSgumtlon •I Glass Types Range(In) Window Buck Height 7 s e sash Design Pressure(Ibs/Fta)for XOX Windows R4 46^ 5q• �• ��� Seeh Width Custom 11.391-13.397 +85.0 -110.0 +65.0 -110.0 +65.0 -110.0 I I �I ReinS level can59umtwn Range 6n) Window Buck Height 60' y-y;-% 13.398-15.380 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 i'I 0 R4 36' .48' • 54' 1 63' y-'''A-y 15.381-19.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 111 Custom 11.391-13.397 +65.0 -70.0 +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 Custom 11.391-13.397 +650 -110.0 +85,0 -110.0 +65.0 -110.0 60' '/4-y4-% 13,308-15.360 +65.0 -70.0 +65.0 -70.0 +85,0 -70.0 +655 -70.0 b SASH r N-31-',5 15.381-19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 40.0 • 75' y-y-y 13.398-19.110 +85,0 -1100 .65.0 -110.0 +85.0 -110.0 110100117 1 • y-y-y 19,111-24.641 *65.0 -110.0 +65.0 -110.0 +65.0 -110.0 1II II I ® g Custom 11.391-13.397 +55.0 -711.0 *65.0 -70.0 +65.0 -70.0 +85.0 -760 m Custom 17.841-19.397 +65.0 -110.0 +65.0 -110.0 +65.0' -104.6' I 70" '_)S_' 13.398-19.110 +65.0 -70.0 +65.0 -70.0 +65,0 -70.0 +65.0 -70.0 y.(4-% 10.111-24.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 0 98' . y-y-yi 19.388-24.360 +650 -110.0 +65.0 -110.0 +65.0' -109.5' v g Custom 24.361-31.641 +65.0 -110.0 +650 -110.0 +65.5 -110.0 I E Custom 18.360-19.397 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 165.0' -67.2' (I 7 flu 96' y_y,_,1 19.398-24.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +89.9' -68.8• y-y;% 29.641-32515 +65.0 -110.0 +KO -110.0 +66.0• -104.6' g 1217 1a-a 32.518-38.641 +86.0 -110.0 +66.0 -110.0 +85.0 -110.0 Custom 24.381-30.380 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 '-7D.D )'-�y 6Xi13110R , 120' 14-1A-1.4 •• -30.360 +65.0 -70.0 +65.0 70.0 +65.0 70.0 +65.0' 87.2' • 140' Cullom •• -39.641 +85.0 -110.0 *85.0 -110.0 +65.0• -104.6• SILL •+65/-TO FOR GLASS TYPE B SEE TABLE 25 FOR ANCHORAGE '+65f::110 FOR GLASS TYPES 11&12 SEE TABLE 26 FOR ANCHORAGE INC ,■ WINDOW WIDTH-58.28 '•MIN.SASH SIZE=WINDOW WIDTH-60.72 •ot�� "MIN.SASH SIZE= 2 TABLE 16: 2 Glass Types Design Pressure(Ibslft')for XOX SASH WIDTH 14-16 sash Sash . j� SECTION DETAIL Width Windows �- _ Rein1,Level Con50ureSon Range On) Window Buck Height i~_ s I , MEETING RAIL FOR WINDOWS WITH •R4 48• -54' �- 6s^ _,f 1+='`1'[� LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +65.0 -110.0 +850 -110,0 *65.0 -110.0 _, l-ti' lam, ''I (REINFORCEMENTS SHOWN • 60' 4-4-'/ 13.398-15.360 +65.0 -110.0 +85.0 -110.0 +85.0 -110.0 - 0 0 'p'-,-- ---r1=''' IN FIGURES APPLY TO ALL ,.- FRAME TYPES& y-y-y 15.381-19.841 +86,0 -110.0 +85,0 -110,0 +65.0 -110.0 CONFIGURATIONS) GLASS TYPES 10-12&14-16 Custom 11.391-13.397 +65.0 --110.0 +65.0 -110.0 +85.0 -109.3 MAY NOT BE USED WITH- JAMB EXruoiQo ' PRODUCT REVISED J-CHANNEL OR INTEGRAL as complying with the Florida g 75 y-y-y, 13.398-19.110 +65.0 -110.0 +65.0 -110.0 *65.0 -102.0 ✓ •FIN FRAMES p Code 1 34-ii-34 19.111-24.641 +65.0 -110.0 +135.0 -1106 +65.0 -102.9 OA-No o a NOA-No. 17-0411.08 m Custom 17.647-18.397 +85.0 -110.0 +65.0 -110.0 +85.0 -87.4 ```Wlllll till/ I� Revised Sr^oato: Revision: Expiration Dat•09/24/2020_ ▪ 96' 3444-IA 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0 -920 I s� Ny LYNN /, Coelom 24.361-31.641' +65.0 -110.0 +65,0 -110,0 +65,0 .88.4 s\'��Q'• CEN 4', '„ JR 03/27/17 NO CHANGES TMS SHEET. 6y - V Sp••. Mlaml-D,.a Produc Centro 1 ���► Revised Bo Date: Reielon: 120' y-34-� 29.641-32.515 +85.0 -110.0 +65.0 -100,8 *65.0 84.3 ;' •,���i y5-'/s-% 32.518-39.641 +66.0 -110,0 +65.0 -105.0 +85.0 -80.8 *:' NO.58705 140' Custom •• -39.641 +65.0 -110.0 +65.0 -105.0 +65.0 -80.0 = _-• -* SEE TABLE 27 FOR ANCHORAGE ® Description: • ��By: ^-D a 3 a� DESIGN PRESSURE TABLES J ROSOWSKI '� '• � `..tu; • NOTES: �,�-•, STA E O ✓,� 1070 TECHNOLOGY DRIVE Title: ) 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL PH AS AVOWED BY GLASS TYPE. '•. 4ORIDf`••••,_..a� N.VENICE,FL 34275 Date. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. '',-/SSAONAL�N \\ (cwrmOHi1800 TIx0UsmsEs,wc. HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ,i 11` 4)"1/4-1/2-1/4"AND"1/3-1/3-113•INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LAI IM �E�. R P.E ALL RIGHTS RESERVED Seaes/Modee Scale: Sheet: Drawing No. Rar. IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. p,E450705 CERT.OF AITTH.029296. HR-5510 NTS 8 O 18 MD-HR5510-01 B TABLE 17: —_ - Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-8 Sash Spacing for"Integral- Group E Group F 30"Height 36"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height WidthFin"Installation 3.8" 4" Head a Head E Head E Head E Head E Head E Head E Head E Reid Level On) . &SIB &Sill `_; &Sill 4 &5111 4 &Sill , &Sill g a Sill 7 &591 10 R1 - GUIDE TO USING ANCHOR QUANTITY TABLES Anchor Group A Anchor Group C PRODUCT REVISED s comp)y Ing with the Florida 25.1/2" 12.147 r1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 'FOR OX WINDOWS(XO SIMILAR): NOA No Code Non-No. 17-0411.08 t 28" 13.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCER HOR A'�� Explrouon Date 09!24!2020 x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1. 3 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+03+2 3 By —' HEAD AND SILL ANCHOR QUANTITY: Miami,/ e Product Control 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION v +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS AT THE SASH m ADDED NOTE TO ANCHOR TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. a QTY.TABLES. • 75" 36.897 2+C2+2 2 2+02+2 3 2+02+2 3 2+C2+2 3 2+02+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 _ 25-1/2•' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �{ -+--- SEE ELEVATION,SHEET I • Li/ `� ro It28" 13.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I SEE CLUSTER DETAILS,SHEET e w LO "aa 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 --"!-"="—!-7.--'1"- "'=!=-=!=-1----1+ SEE ELEVATION, C > o O 4 m iN O 0 48" 23.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 SEE r / O I1I X / 'Eff SHEET 1 0 h _ 'I'CI U) Z 60" 29.397 2+C2+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, 11� p csi a Y 5 SHEET 1 _o_ MEETING RAIL • J 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 or REPEAT ANCHOR PATTERN AT SILL z LL ro R 2 a SEE TABLE 6 FOR DESIGN PRESSURE I W.7 ®-, , TABLE 18: W Uw �� W ,,A1FOR XOX WINDOWS: i— 'T Ls -J n oma Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY o�d, ci. m_ 5-8 Sash 30"Height 38"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height PER JAMB z cb 8 }F- UJ Ll Width Head .n Head -2 Head .o Head -2 Head .o Head .o Head a Head '� HEAD AND SILL ANCHOR QUANTITY: F-, J 0 Rein.Level On) w ' ,E, ' ' ' 1+03+2+03+1 4 (1)ANCHOR AT THE SASH -I O) &Sill &Sill &Sill &Sill &Sill &Sill &SIll &S01 m z o • R2 +A CLUSTER OF(3)ANCHORS CENTERED AT TILE MEETING RAIL iaayS Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION 0 m QCO +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL • u D 26-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHORATTHE SASH z TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL 28" 13.397 1+C2+1 '2 1+C2+1 3 1+02+1 3 1+C2+1 3 _, ty 'Z elo�S • 38" 17.397 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 o =O , 42" 20.397 —� + SEE ELEVATION,SHEET I F To- j, Not Allowed 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 L rc z Io in SEE ELEVATION,SHEET I U Z O th 48" 23.397 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+02+1 3 SEE ELEVATION,SHEET 1 < i i 60" . 29.397 2+C2+2 2 2+C2+2 3 2+02+2 3 2+02+2 3 • 75" 36.897 2+C2+2 2 2+C2+2 J_2+C2+2 3 2+C2+2 3 I ; IL- fl-- I - SEE ELEVATION, .0,1uwr,�/, l 9 SHEET 1 �.` NY LYN/y '7�, Anchor Group B Anchor Group D� t_ �'I O X T----. `. Q...•••••.... .,,� ' SEE I.. / `\� t�.•'�OENS8, •.� i 25.112" 12.147 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, a= SHEET 1 h ,• ' SEE CLUSTER �: '• t 28" 13.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 MEETING RAIL N0.68705 • _ jIlI DETAILS, :*7 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEET 5 REPEAT ANCHOR PATTERN AT SILL .1:. ry �_ 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 33i IFT.:(V` m NOTES: i� • : a 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS AREBUCKWIDTH :O'n�•.:SCORIOP..•' \_�� g 60" 29.397 . 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEET-3-4). % S+ NG`�� 5 acln tOr"int@ rat- Group F SASH SIZE IIS AS PER THE FIGURES ON 'O,,,,/ONAL 1E 1.0 • 75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing 9 MINIMUM ANCHOR QUANTITIES SHOWN..ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fln"Installation 4" T)FOR SIZES NOT D,ROUND UP TO THE NEXT AVAILABLLEE WWIDTH OR HEIGHT A.LYNN MILLER.P.E. COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE. P,EA 58705 TABLE 19: _ ' Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Spacing for"integral- 5-8 Sash 30"Height 36"Height 48"Height 54'Height 63"Height 30"Height 36"Height • 48'Height 54"Height 63'Height Fin"Installation Width Head Head E Head E Head E Head E Head E Head E Head Head E Head E Anchor Anchor . Reiff.Level On) &Sill 4 &Sill . &Sill . &Sill &Sill 1 &Sinn ., &Sill ;. &Sill .i &Sill ,.i &sin .-10a Group E Group F R3 Anchor Group A Anchor Group C 3.5' • 4" PRODUCT REVISED ___ _ as complying with the Florida 25-1/2" 12.147 ! 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 NOA No. a 17-0411.08 g 28" 13.397 1+02+1 2 1+02+1 3 1+C2+1 4 1+02+1 4 1+02+1 4 1+02+1 2 1+C2+1 3 1+02+1 4 1+02+1 4 1+C2+1 4 Expiration Data 09/24/2020 36" 17.397 1+C2+1 2 1402+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 1+C2+1 2 1+-C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By .42" 20.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+ Mi 02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 m ami=Da Product Control g 48" 23.397 11+C2+1 2 1+02+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 1+C2+1 2 1+C2+13 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDED NOTE TO ANCHOR QTY.TABLES.REMOVED . 75" 36.897 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C2+2 14 2+C3+2 4 2+02+2 2 2+02+2 3 2+C2+2 4 2+C2+2' 4 2+C2+2 4 a GLASS 5FROM TABLE 20. . Anchor Group B Anchor Group 0 _ 25-1/2" 12.147 1 1+C2+.1 2 1+02+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+02+1 4 . Y to ti 28" 13.397 1+02+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 •4 1+C2+1 4 1+02+1 4 z ^aa v m 36" 17.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+02+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 o o 0 O m 42" 20.397 - 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 o re ai°a Q 48" 23.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 1+02+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 }tO z tu O' LO c' • O T � ix 4 ' 60" 29.397 2+02+2 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O m n m 1= 75" 36.897 1 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+02+2 4 2+C2+2 4 2+C2+2 2 2+02+2 3 2+C2+2 4 2+02+2 4 2+C2+2 4 0-° N li Y6�a a SEE TABLE 8 FOR DESIGN PRESSURE U rJ,- 0I' W M TABLE 20: i F Z Iii J SMO Glass es Anchor Quantities for XO or OX Windows Max.Anchor O.C. N.O m -� co 6 Bp Spacing for"Integral- F.'z v, 8 I- cc L� Sash 30"Height 38'Height 48"Height 54"Height 63"Height 72"Height 30"Height 36"Height 48"Height 54"Height 63"Height 72"Height Fin"Installation • 1-11 Width Head 'n Head a Head n Head 'a Head .n Head .n Head 'o Heed a Head a Head A Head O Head s J 0 Reid Level (in) m i E m Anchor Anchor J O R4 &Sill &SRI &S81 &S81 &SIII &Sill &Sill &Sill .-� &SIII &SIII &Sl(I &SIII Group E Group F m Z 0 laays Anchor Group A Anchor Group C _ 3.2' 4" 5 St Q CG 251/Z" 12.147 1+C2+1 2 1+02+1 3 1+02+1 4 1+02+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+02+1 5 �� FF a /- Z 28" 13.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+02+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+C2+1 5 Q ct Z "r°'s 38" 17,397 , 1+C2+1 2 1+02+1 3 1+02+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 L o O O o m 42" 20.397 1+02+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+03+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+03+1 5 1+C3+1 5 re 0 0: L9 i48" 23.397 1 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C3+1 4 1+C3+1 5 1+03+1 5 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+03+1 5 Z 0 _ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+03+2 5 2+04+2 5 2+C2+2 2 2+C2+2 3 2+02+2 4 2+03+2 4 2+03+2 5 2+04+2 5 NOTES: � "sap0 s=pas A 75" 38.897 1 2+C2+2 2 2+02+2 3 2+C3+2 4 2+03+2 4 2+04+2 5 2+04+2 5 2+C2+2 2 2+C2+2 3 2+03+2 4 2+C3+2 4 2+04+2 5 2+C4+2 5 FRAMEC DTSIONS muAREEBUCK WIDTH AND 00011+1/r,,, Anchor Group B Anchor Group D BUCK HEIGHT(SEE �N‘ Y LYNN ', SHEETS 3-4).SASH SIZE IS \" �ON•...,..,,4 �- 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+02+1 5 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON 0C—Ns SHEETS E8. ‘r,- P• 'stn ti 26" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+C2+1 5No.58705 .9 38" 17.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+03+1 5 2)FOR SIZES NOT _ * _ ^� oa SHOWN,ROUND UP TO m 42" 20.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+03+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+03+1 5 THE NEXTAVNLABLE —� ' �_ 49" 23.397 1+02+1 2 1+C2+1 3 1+02+1 4 1+03+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+03+1 5 1+C3+1 5 WIDTH ORHEIGHT ;� SATE F� o DIMENSION SHOWN ON ,90.-...• •�[!�� ' 60" 29.397 2+02+2 2 2+C2+2 3 2+02+2 4 2+C3+2 4 2+C3+2 5 2+04+2 5 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 THE TABLE. .Cls P<ORIDP•.•''G\?: i 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+02+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9 FOR A ",`,r/ONALIt-' s' SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A.LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. PEP 58705 TABLE2 1: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Spacing for"Integral- Group F . Sash 30'Height 36"Height 48"Height 54"Height 63"Height 30"Height 36"Height 48"Height 54'Height 63"Height Width Fin"Installation 4" Head •aHead a Head •aEHead -g Head aHead aHead a Head aHead a Head E•Rein.Level On) &Sill &Sill &Sill ' &Sill 4 &Sill &Sig - &Sill ' &Sill &Sit 4 &Sill -`; R4 PRODUCT REVISED Anchor Group A Anchor Group C asucoing mplyla e with the Florida Bild 25-1/2" 12.147 ' 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 NOA-No. 17.0411.08 • 11 --28" -13.397 ---- 1+02+1 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 4 Expiration Data 09/24/2020 ! 38" 17.397 • .1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+02+1 4 By DI 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+02+1 4 Miami-Dad :due Cantro DI 0 48" 23.397 1+C2+1. 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 • 1 60" 29.397 j 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDED NOTE TO ANCHOR 4 CITY.TABLES. • 75" 36.897 , 2+C2+2' 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 I Anchor Group B Anchor Group D • -m 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C7+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 z CO .,�"a • 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 w co in O 8 38" 17.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 > N 9 C (/) p 1-0 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 t W 'i"a ce ,, 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1- 4 1+C2+1 4 1+C2+1 4 1+02+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+02+1 4 •0 N r,01 _I -o it 2 . 60" 29.397, 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Si c o r "An = 75" 36.897 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+03+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z"coo r C 0 TABLE 22: SEE TABLE 11 FOR DESIGN PRESSURE 0 U_eo =a W '�N • GLASS TYPES I—z I N -J J oma Glass Types Anchor Quantities for XO or OX Windows 10-12814-16 MAY N- v o Q co 10-12&1416 Sash NOT BE USED o Z E 8 1— LL Width 30'Height 36"Height 48'Height 54"Height 63"Height 76"Height 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height WITH J-CHANNEL } W o in Head ' Head 2 Head E Head E Head E Head E Head E Head E Head E Head -2 Head E Head • ORINTEGRALFIN I— J r, Reinf.Level ) &Sill &Sill &Sill &Sill &Sill &Sill &Sill &Sill &Sill &Sill 5 &sil1 &Sill FRAMES m m m m m m m m m Z O i.— AnchorGroupA Anchor Group C R4 ® 81 25-1/2" 12.147 �u -_ 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+C3+1 5 ('1 Z g 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C3+1 '5 1+03+1 5 ¢ w Z alwS s 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 6 ° ON .� m 42° 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4. 1+C3+1 5 1+C4+1 5 - Z .O 48" 23.397 1+02+1 2 1+C2+1 3 1+C3+1 4 1+03+1 4 1+C4+1 5 1+C4+1 5 < 2 = ▪ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+0.4+2 5 2+04+2 5 "uu '."*CI""vrs NOTES: 75' 36.897 2+C2+2 2 2+C2+2 3 2+03+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS ��„milt,/i l i i)+i r - ARE BUCK WIDTH AND .‘s�ONY.�YNN �r'', Anchor Group B . Anchor Group D BUCK HEIGHT(SEE 49/ 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 11+C2+1 4 1+C2+1 6 SHEETS 3-4).SASH SIZE IS P��.' LicEN@e-..A. AS PER THE FIGURES ON ',� ✓ 28" 13.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+02+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 4 1+C2+1 5 SHEETS 6-9. _*r No.58705 t, • 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 6 1+C4+1 5 1+C2+1 4 1+03+1 5 2)FOR SIZES NOT =-D ; O 1' SHOWN,ROUND UP TO 7:.:.....%).......• �tij )2 4` m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+ 5 1+04+1 5 1+C2+1 4 1+C3+1 5 THE NEXT AVAILABLE kT g 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 -5 1+92+1 4 1+03+1 5 WIDTHORHEIGHT i�c.:(;'••:F<ORIDP,.•' ��� DIMENSION,SHOWN ON i .Ont G 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 4 2+C3+2 5 THETABLE. ;,,,..1,9, ,.'`s/O e,--, �,s� I 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+02+2 3 2+C3+2 4 2+C4+2 4 2LC4+2 5 2+C4+2 5 7111,NALlit �� I 3)SEE SHEET 9 FOR A SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER P.E. l MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.D.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. P.E.#56705 I TABLE 23: • MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. • Glass Type.. •-• - Anchor Quantities for XOX Windows 6-B Sash Sash 24'Height 30"Height 38'Haigh/ 48"Height64'Height 63'Height 24'Height 30'Height 36"Height 48'Height 54'Height 63'Height Nfidth Contguretion Range(n) Head&Sill E Head&Sill FA Head&Sill E Heed&Sill E Head&Sill E Head&Sill E Head&SIO E Head&Sill 1 Head&Sill 1 Head&Sill 1 Head&Sill E Head&Sill 1 ReiM.Letet m ' ' m `4 To R3 Anchor Group A Anchor Group C _ PRODUCT REVISED 35-1/4' Y-%-4 11.381-11.391 1+C2+0+C2+1 2 1+02+0+02+1 2 1+C2+O+C2+1 3 1+02+0+02+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+02+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 4 as complying with the Florida Building code 38' 34-34)4 12.308-12308 1+C2+O+C241 2 1+C2+O+C2+1 2 1+C2+04C2+1 3 1+02+0+C2+1 4 1402+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 4 NOA-No. 17-0411.08 45-1/8" -,Y:-.," 11.391-13.397 1+C2+0+C2+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+02+1 4 1+02+0+02+1'2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 Expiration Date 09/24/2020 - -Y 13.398-14.683 1+02+0+02+1 2 1+02+0+02+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 1+02+0+02+1 2"1+02+0+C2+1 2 1+02+0+02+1 3 1+02+0+02+1 4 14C2+0+C2+1 4 1+02+0+02+1 4 -- By - - -. 47314' X -Ya 11.391-12297 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+C2+1 3 1+C2+1+02+1 4 1+02+1+02+1 4 1+C2+1+02+1 4 1+C1+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+02+1+02+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 Miami-Dade roduct Control Y-Y-Y 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 1+02+0+02+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+02+0+02+1 2 1+C2+0+02+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1*C2+0+02+1 4 Custom 11.391-12.016 1+02+1+C2+1 2 1+C2+1+C2+11(211+C2+1+C2+1 311+C2+1+C2+11 4 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 m ADDED NOTE TO ANCHOR M 52-1/B' y,-,A4, 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+02+1 3 1+02+1+02+1 4 1+.02+1+C2+1 4 1*C2+1402+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+02+1+02+1 4 1+C2+1+C2+1 4 1+02+1+02+1 4QTY•TABLES. YeYa 13.398-17.016 1+02+0+02+1 2 1+02+0+C2+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+C2+0+02+1 4 1+02+0+02+1 4 1+02+0+02+1 2 1+C2*0+C2+1 2 1402+0+C2+1 3 1+C2*0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+C2+1 3 1+02+1+02+1 4 1+02+1+C2+1 4 1+02+1+C2+1 4 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 In "c.:',. I 60' %-Y-g 13.398-15.360 1+C2+1+02+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1402+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+02+1 4 1+02+1+02+1 4 . - Y m i %-34-% 15.381-19.841 1+C2+0+C2+1 2 1+040+C2+1 2 1+02+0+C2+1 3 1+02+0+02+1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0+0241 3 1+02+0+02+1 4 1+02+0+02+1 4 1+02+0+02+1 4 z 4) j "ea w , > - Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+02+1 3 1+02+3+02+1 4 1+02+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+02+1 4 1+C2+3+02+1 4 1+02+3+02+1 4 iµ117 a L(1 O O 75' 34-'4-3413.398-19.110 1+02+2+C2+1 2 1+02+2+02+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2*2+C2+1 4 1+C2+2+C2+1 4 1+02+2+02+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 4 t o 0 Y-Y-Y 19.111-24.641 1+C2+1+02+1 2 1+02+1+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1402+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1*C2+1+C2+1 4 0 n Cl N 01001 Q 14 Custom 18.360-19.397 1+02+3+02+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1+02+3+0241 4 1+02+3+0241 4 1*02+3+02+1 4 1+02+3+02+1 2 1+C2+3+C2+1 2 1+02+3+02+1 3 1+02+3+02+1 4 1+02+3+02+1 4 1+C2+3+C2+1 4 U' N 1 7 ct 96' %-Y-% 19.398-24.360 1+C2+3+C2+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1+02+3102+1 4 1+02+3+02+1 4 1+03+3+02+1 4 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+02+3402+1 4 1+02+3+02+1 4 1+02+3+02+1 4 OJ C 'm 19 Custom 24.361-30.360 1+02+2+C2+1 2 1+02+2+C2+1 2 1+02+2+02+1 3 1+C2+2+02+1 4 1+C2+2+02+1 4 1+03+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+02+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+02+2+02+1 4 Z LL N uMO*O 0 120" Ya-Y-y " -30.380 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+02+3+02+1 4 1+0+3+0+1 4 1+03+3+03+1 4 1+02+3+02+1 2 1+C2+3+02+1 2'1+02+3+02+1 3 1+02+3+02+1 4 1+02+3+02+1 4 1+C2+3+02+1 4 V u.° ®� (q Anchor Group B Anchor Group D F zco 6¢ W 'ON 35-114' Y-4-Y 11.391-11.391 1+C2+0+C2+1 2 1+62+0+02+1 2 1+02+0+02+1 3 1*C2+0+C2+1 411402+0+02+1 4 1+02+0+02+1 4 14C2+0+C2+1-2-1402+0+02+1 2 1+02+0+02+1 3 1402+0+02+1 4 1+02+0+02+1 4 1+02+0+02+1 4 n�•+. i 00 38' Y-)4-34 12.308-12.308 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2*1 3 1+02+0+02+1 4 1+02+0+02+1 4 1+02+0+01+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1402+0+C2+1 4 F Z a 8 I rl L.L. 45-118' y-y Ya 11.391-13.397 1+02+0+02+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+C2*0+C2+1 4 1+C2+0+C2*1 4 1+C2+0+C2+1 4 1402+0+02+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 J O Ya-Ya-Ya 13.398-14.683 1+C2+0+C2+1 2 1+02+0+02+1 2 1+02+0+C2+1 3 1+02+0+02+1 4 1+C2+0+02+1 4 1+C2+0+02+1 4 1*C2*0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O N 473/4' /n-Y-Y 11.391-12287 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1*02+1 4 1+02+1*02+1 4 �0 N Z Q' 401_°0 34-,A-3i 12.298-15.558 1+02+0+02+1 2 1+02+0+C2+1 2 1+02+0+02+1 3 1+02+0402+1 4 1+02+0+02+1 4 1+02+0+02+1 4 1+02+0+C2+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+C2+0-+C2+1 4 1+C2+0+01+1 4 1+02+0+02+1 4 M a Custom 11.391-12.018 1+02+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+02+1+02+1 4 1+02+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 2 1+C2+1+02+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+02+1 4 (j Z g 52-1/8' Y-Y-y 12,017-13.397 1+C2+1+02+1 2 1+02+1+02+1 2 14C2+1+C2+1 3 1+02+1+02+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+02+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1402+1 4 1+02+1+02+1 4 ¢ ce Z AI0's O 'O m 34-34-Ya 13.398-17.016 1+02+0+03+1 2 1+02+0+02+1 2 1402+0+02+1 3 1+02+0+02+1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 1+02+9+02+1 2 1+02+0+02+1 2 1+0240+02+1 3 1+02+0+02+1 4 1+02+0+02+1 4 1+0240+02+1 4 O N 1 Custom 11.391-13.397 1+02+1+02+1 2 1+C2+1+02+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+02+1+02+1 4 1+C2+1+02+1 2 1+02+1+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1+C2+1 4 L g U m g 60" %-Y-Ya 13.398-15.360 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+02+1+C2+1 4 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1402+1+C2+1 4 U Z O �' T Y-Y-Y 15.381-19.641 1+02+0+02+1 2 1+02+040241 2 1+02+0+02+1 3 1+02+0+02+1'4 1+02+0+02+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1*02+0+02+1 4 1+02+O+C2+1 4 1+02+0+02+1 4 Q = Z 1 mu 'os05 00:4+5 Custom 11.391-13.397 1+02+3+02+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1+02+3+C2+1.4 1+02+3+02+1 4 1+02+3+02+1 4 1+02+3+02+1 2 1+C2+3+02+1 2 1+02+3+02+1 3 1402+3+02+1 4 1+02+3+02+1 4 1+02+3+02+1 4 75' y-)4-% 13.398-19.110 1+02+2+C2+1 2 1+02+2+02+1 2 1+02+2+02+1 3 1+C2+2+C2+1 4 1+02+2+02+1 4 1+02+2+02+1 4 1+02+2+02+1 2 1+C2+2+02+1 2 1+02+2+C2+1 3 1+C2+2+02+1 4 1+02+2+02+1 4 1+02+2+C2+1 4 `�‘W1t 11Y ILY/V+///'/. %-Y-Y 19.111-24.641 1+0241+02+1 2 1+02+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+0241 4 1+C2+1+02+1 4 1+02+1+02+1 4 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+02+1+02+1 4 �,,,`�QN......-N� < . Custom 18.360-19.397 1+C2*3+C2+1 2 1+02+3+02+1 2 1402+3+02+1 3 1+02+3+02+1 4 1+C2+3+C2+1 4 1+02+3+02+1 4 1402+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+C2+34C2+1 4 1+C2+3+C2+1 4 `.��, ••'• WSGENs.•.��(�- 98' %Y-y 18.398-24.360 1+02+3+02+1 2 1+C2+3+02+1 2 1+02+3402+1 3 1+02+3+02+1 4 1+02+3+02+1 4 1+C2+3+C2+1 4 1402+3402+1 2 1+C2+3+C2+1 2 1+0243+02+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 'P - w• No.58705 Custom 24.381-30.360 1+02+2+02+1 2 1+C2+2+C2+1 2 1+02+2+02+1 3 1+02+2+02+1 4 1+02+2+02+1 4 1+C2+2+C2+1 4 1+02*2+02+1 2 1+02+2+03+1 2 1+02+2+02+1 3 1402+2+02+1 4 1+C2+2+02+1 4 1+0242402+1 4 - •� * 120' %-Y' " -30.360 1+C2+3+0241 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+02+1 4 1+C2*3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2*3+C2+1 3 1+02+3+02+1 4 1+02+3+02+1 4 1+02+3+C2+1 4 �� WINDOW WIDTH-60.28 NOTES: SEE TABLE 9 FOR DESIGN PRESSURE ;.Q�•� A F ::( '.7.- WINDOW 1 Max.Anchor O.C. Anchor Anchor MIN.SASH SIZE= 1) 1-31 ORIOI`..•' \rte` 2 FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). / IIII Group E Group F SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. ////S�ONAL�NG\\ Spacing for"Integral- p 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 11,11111W‘0/IIIIitt 1 tW Fin"Installation3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 2.9" 4° 4)'1/4-1/2-1/4"AND'1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. • IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.N 55705 . TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. • Glass Types Anchor Quantities for XOX Windows 6&6 Sash Sash 24"Height 30'Height 36"Height 48'Hefgh 54"Height 63'Height 24"Height 30'Height 36"Height 46"Height 54°Height 63"Height Configuration Width a a .0 a . a a a a a Reinf.Leael Range 88) Head&Sill E Heed&Sil i Head&S81 i Head&Sill g Head&Sill i Head&SIII d Head&Sill Heed&Sill. Head&Sill i Head&Sill i Head&SIII i Head&Sill is R4 Anchor Group A Anchor Group C PRODUCT REVISED as complyingg with the Florida 35-1/4' Ys-Ya-Ya 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 14-C2+01-C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2*1 4 1+C2+0+C2+1 4 Building Codo 39' Y-Y-Y 12.308-12.308 1+C2+0+C2+1 2 1+C2+0*C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1*C2+0+C2+1 4 1+C2+0+C2+1 4 NOA-No. 17-0411.08 45-118' N-14-y, 11.391-13.397- - 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0*C2+1 4 1+C2*0+C2+1 4 Expiration Date 09/24/2020)i-Y.-Y, 13.398 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+02+1 4 By -. 34-14-% 11.391-12.297 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+02+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 Miami- ad roduct Control 47-3/4' 34-Y-Y 12.298-15.558 1+02+0+C2+1 2 1+02+0+02+1 2 1+C2+0*C2+1 3 1+02+0+02+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 Custom 11.391-12.016 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 14C2+1+C2+1 4 1+C2+1+02+1\4 1+C2+1+C2+1 4 m .c 'L 52-118' 3O-)4-Y 12.017-13.397 1+02+1+C2+1 2 1+C2+1+C2+1 2 1402+1+02+1 3 1+02+1+02+1 4 1+C2+1+02+1 4 1+02+1+02+1 4 k Y 14-3-Y, 13.398-17.016 1+02+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+02+1 4 1+C2+0+C2+1 4 1+02+0+02+1 4 m Custom 11.381-13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+02+1+02+1 4 '0 80' 34-31-N 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y m I ! %-%-y., Z � co nee 15.361-18.841 1+C2+p+C2+1 2 1+02+0+02+1 2 1+02+0+C2+1 3 1+02+0+02+1 4 1*02+0+C2+1 4 1+C2+0+C2+1 4 W ,_ Custom 11.391-13.397 1+C2+3*02+1 2 1+C2+3+C2+1 2 1+C2+340211 3 1+C2+3+02+1 4 1+C2+3+C241 4 1+02+3+02+1 4 ru p 0 17 75" y,-14-y, 13.398-19.110 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 D' j> pO 0 ci% etea Y%-Y 18.111-24.841 • 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1*C2+1 4 1+C2+14-C2+1 4 1*C2+1+C2+1 4 ›•to Z. u- in Custom 16.360-18.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3*C2+1 3 1+02+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+0251 4 C7 DJ 6 n_- 98' Y-Ya-Y 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+02+3+02+1 3 1+C2+3+C2+1 4 14C2+3+C2+1 4 1+C2+3*C2+1 4 O"O N u.nw0 Custom 24.381-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z LL m r 0 ,„g S� 120" Y-3/i-Y -30.3801 1+C2+3*C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2t1 4 1502+3+02+1 4 1+C2+3+02+1 4 O O o =¢ ., 'oN Anchor Group B Anchor Group D F W _I 9M0 35-1/4' Y-Y-Y 11.391-11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+02+0+02+1 4 1+02+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1*C2+0+C2+1 4 1+02+0+C2+1 4 0 aa. CO co 38' °A-Ya-3'S 12.309-12.308 1+C2+0+C2+1 2 1+02+0+02+1 2 11C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1+C2+0+02+1 4 1+C2+0+02+1 4 1+02+0+02+1 4 o • Z O0 H f2L LL 45-1/8° y Y-Y 11.391-13.397 1+C2+0+02+1 2 1+C2+O+C2+1 2 1+C2*0*C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0*C2+1 4 1+C2+O+C2*1 2 1+02+0+C2+1 2 1+C240+C2+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+02+1 4 J }4-35-% 13.398-14.883 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+0240+02+1 4 1+C2+0+C2+1 4 1+02+9+02+1 2 1+02+0+C2+1 2 1+C2+0+C2*1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 4 F• 0 CO 47-314' X-31-Xi 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1*C2+1 4 1+0241+02+1 4 1+C2+1*C2+1 4 1+C2+14-C2+1 2 1+02+1*02+1 2 1+C2+1+C2+1 3 1+02+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® H�? Z (Z' 0.4s35-%-% 12.298-15.558 1+02+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+02+1 3 1+C2+0*C2+1 4 1+C2*0*C2+1 4 1+02+0+02+1 4 1+C2+0502+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+C2+0+02+1 4 1+C2+0+02+1 4Firoii. s • 3iJF. Custom 11.391-12.016 t+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+02+1+02+1 4 1+02+1+C2+1 4 1+02+1+02+1 2 14C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+02+1 4 (� 4 C'1 1- Z 42£ 52-1/8° YY-Y- 12.017-13.3971+C2+1+C2+1.2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14-C241 2 1+02+1+02+1 2 1+C2+1+02+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 a , Z aaU •- Y-Y-Ya 13.398-17.016 1+C2+9+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C24-0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0*C2+1 2 1+C2+0*C2+1 2 1*C2+0+C2+1 3 1+02+0+02+1 4 1*C2+0+02+1 4 1+02+0+02+1 4 ` O N e; Custom 11.391-13.397'1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2*1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2*1 2 1+C2+1+C2+1 3 1+C2+1*C2+1 4 1*C2+1+C2+1 4 1+0241+02+1 4 . 0 re Lo g 60" Y-Y-Y 13.398-15.360 r1+02+1+C2+1 2 1+C2*1+C2+1 2 1+C2+1+C2+1 3 1+02+1+02+1 4 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1*C2+1 3 1+C2+1+02+1 4 1+C2*1+C2+1 4 1+C2+1+C2+1 4 o Z 0 ' Y-YY+ 15.381-19.641 1+02+0+02+1 2 1+02+04-02+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+C2+0+C2+1 4 1+03+0+03+1 4 1+C2+01-C241 2 1+02+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+02+1 4 1+02+0+02+1 4 1+02+0+02+1 4 = elil 'asap..h8,5Custom 11.391-13.397 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+02+1 4 1+02+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+02+3+02+1 4 1+02+3+02+1 4 1+02+3+02+1 4 75' Y-Y-Y 13.398-19.110 1+C2+2+C2+1 2 1+02+2+02+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2*1 3 1+02+2+C2+1 4 1+C2+2+02.+1 4 1+C2+2+02+1 4 ��'�o�'LY(�N , %-1,4-Ya 19.111-24.641 1+C2+1+C2+1 2 1+02+1+03+1 2 1102+1+02+1 3 1+C2+1+0241 4 1+C2+1SC2+1 4 1+02+1+02+1 4 1+02+1+02+1 2 1+C241+02+1.2 1+02+1+02+1 3 1+02+1+02+1 4 1+C2+1*C2+1 4 1+02+1+02+1 4 i Custom 18.360-19.387 1+02+3+02+1 2 1+02+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2*1 4 1+02+3+02+1 4 1+02+3+02+1 4 1+02+3+02+1 2 1+C2+3+C241 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C251 4 1+02+3+02+1 4 Q. ..• LICENSE.....10.s. 98" y,-36-1: 19.398-24.360 1+02+3*C2+1 2 1+02+3+C2+1 2 1+02+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+02+3+02+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1*C2+3+02+1 4 1+C2+3*C2+1 4 1+02+3+C2+1 4 _ No.58705 .� "7E: Custom 24.301-30.360 1+C2+2+C2+1 2 1+024-2+02+1 2 1+C2+2+02+1 3 1*C2+2+02+1 4 1+C2+2*C2*1 4 1+02+2+02+1 4 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+02+2+02+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+02+2+02+1 4 t 1}- 120" Y-Y-Y .-30.360 1+C2+3+C2+1 2 1+02+3402+1 2 1402+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+C2*3+C2+1 4 1+02+3+02+1 2 1+C2+3+C2*1 2 1+C2+3+C2+1 3 1*C2+3*C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 ��ji 1� I ' :'�` M SEE TABLE 13 FOR DESIGN PRESSURE -O SJYt T}E L WINDOW WIDTH-59.28 NOTES: .n ; �.i.;- '" "'MIN.SASH S¢E= FRAME DIS AS PER THEARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). '''',749, R'(OR1Dp• � Max.Anchor O C. Anchor 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. S ,...e,`-'‘ Spacing for"Integral- Gmup F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. "i//OfVAL Ex.0\. 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. /l t I I I t 111 Fin"Installation 4^ 4)"1/4-1/2-1/4"AND"1/3-10-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WWT111N THE RANGE. p,E.9 68705 t . TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 7&8 Sash Sash 24"Height 30"Height 36'Height 48"Height 54"Height 83"Height 24"Height 30"Height 36"Height 48"Height 54"Height 63"Height • Width Configuletion a a a a n a a a o Retge 00) Heed&Sill E Heed&Sill Head&Sill m Heed&Sill E Head&Sill 1 Head&SIII Heed&Slit Heed&Sill m Heed&Sill m Heed&SE Head&Sill 1 Head&Sill m Rein(.Level -1 1 R4 ' ' PRODUCT REVISED • Anchor Group A Anchor Group C as eom In with tha Florida 35-1/4° 34%-Y 11.381-11.391 1.-C2...0-.C2...1 2 1*C2+0•C2+1 2 1+02+0+C2.1 3 1•C2+0+C2.1 4 1.C2+0*C2 1 4 1+C2*0*C2*1 4 Building Code NOA-No. 17-0411.08 38' %-}-)4 12.308-12.308. 1+C2+O.C2•1 2 1402+O*C2*1 2 1*C2*04C2+1 3 14C24-0.C24.1 4 1.C2.g*C2+1 4 1*Ct*0•C2+1 4 _-_ 11.391-13.397 1-eC2.O*C2e1 2 1*C2+0+C2+1 2 I.C2+O+C2*1 3 1+C2*O+C2+1 4 1*C2.O*C2+1 4 1*C2+0--C2+1 4 Expiration Date 09/24/2020 45-1/8" Y-'/e-5+ .,. .r--- --- ' -%?14 13.398-14.883 Y•C2*0+C2+1 2 1+C2*0402+1 2 1*C2+0.02*1 3 1+C2+0+024.1 4 1+C2+O+C2*1 4 1+02.0*C2*1 4 By ¢ --- -Y 11.351-12.297 1402*1*C2*1 2 1*C2+1+C2+1 2 1+C2+1*C2e1 3 1*C2*1*C2+1 4 1+C2*1+C2+1 4 1+C2e1*C2+1 4 Miami-Da Product Control 47-3/4' • -15 12.298-15.558 1+C2+0+02.12 1+C2+0+C2*1 2 1+0240+C2*1 3 1*02+0+C2+1 4 1+C2*0+C2+1 4 1*C2+0*C2*1 4 Custom 11.391-12.018 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2*1*C2e1 3 1+C2*1*C2+1 4 1+C2+1+02,1 4 1+C2*i+C2+1 4 m ADDED NOTE TO ANCHOR g 52-1/8° +-y0_14-y 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+02+1 2 1*C2+1*C2+1 3 1+C2+4402+1 4 1+C2+1+C2*1 4 1+C2+14C2*1 4 ' .2 QTY.TABLES. )S % 13.390-17.018 1+C2+0*C2+1 2 1+C2.0*C2*1 2 1*C2*0*C2*1 3 1+C2+O*C2*1 4 1*C7*O+C2*1 4 1*C2+O*C2*1 4 m Custom 11.391-13.397 Not Allowed 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2N+C2+1 3 1*C2*1+C2+1 4 1+C2+1•02+1 4 1+C2*1*C2+1 4 ti, 117 03 E 69" Y-Yy_% 13.398-15.360 i+C2*1*C2*1 2 1+C2+1*C2*1 2 1*C2+1+C2.1 3 1+C2+1+C2*1 4 1-C2+1*C2+1 4 1+C2*1+C2+1 4 5 b (.l) .,,ab ' 1' %--Ya-Ye 15.381-19.641 ' I+C2+0*02+1 2 1+C2.0-C2+1 2 1+C2+0*C241 3 1+C2+O+C2+1 4 1+C2*0*C2+1 4 1*C2*O-'C2+1 4 ff Custom 11.391-13.397 1*C2+3+C2+1 2 t•C2+3+0241 2 1+C2+3+C2*1 3 1+C2.-3.C2+1 4 1+C2+3+C2+1 4 1+C2+3*C2+1 4 j nO . 75" 3 13.398-19.110 1+C2+2+C2•1 2 1+C2+2*C2+1 2 I*C2*2+C2*1 3 1+C2*2+C2+1 4 1+C2*2*C2*1 4 1+C2+2+C2+1 4 E m ht to 0 /+- y,-� ci Ore ° 0 1-13 - t % 19.111-24.841 1*C2•1+C2+1 2 1.C2+1*C2*1 2 1+C2+1*C2*1 3 1*C2+1*C2+1 4 1+C2+1.C2*1 4 1+02+1+C2+1 4 >,.n z ur Et ID -Y•h Custom 18.300-19.397' 1*C2+3*02+1 2 1+C7.+3+C2.1 2 1*C2+3*C2+1 3 1.C2+3+C2+1 4 1*C2*3*C2+1 4 1+C2+3+C2*1 4 0 w6 it oA n� a8 98" y-%-% 19.398-24.360 1402+3+C2+I 2 1.C2+31-0241 2 1+C2+3*G2*1 3 1+C2+3+02+1 4 1402*3+C2+1 4 1*C3+3.03+1 4 J p = a w0 Custom 24.301-30.360 1+C2+2+C2*1 2 1*C2+2*C2+1 2 1+02+2+C2*1 3 1+C2*2+C2+1 4 1+C2*2+C2+1 4 1*C3+2*C3+1 4 Z LL to 59,(2 120" Y-y-% '• -30.360 1+C2+3*C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2*1 3 1+C2+34-C2•l 4 1+C2+3+C2+1 4 1+C3+3*C3+1 4 0 U o I Anchor Group B Anchor Group D ~ cZ1? 6 J 370 35-1/4' %'/ + 11.391-11.391 '1C2*OtC2+1 2 1+C2+0*C2+1 2 1+C2+0+C2*1 3 1.02.0...C2+1 4 1*C2+0*C2+1 4 1+C2+0+C2*1 4 1*C2+0*C2+1'2 1+C2*0-5C2+1 2 1*C2*0*C2+1 3 1+C2+0*C2*1 4 1+C2+O+C2*1 4 l+C2+0*M+1 4 r> 1 co � O 38" '-Y-Ys 12.308-12.308 1*C2.0+C2+1 2 1+C2*O+C2+1 2 1*C2+0*C2*1 3 1*C2+0-C2+1 4 1*C2+0*C2+1 4 1*C2+0*C2+1 4 1+C2*O+C2*1 2 1+C2+0*C2*1 2 14.02+04.C2-.1 3 1+C2+0--C2+1 4 1+C2+0•C2+1 4 1+C2+0+C2+1 4 Z a 8 F• IllLL y)4% 11.391-13.397 1.C2+0*C2+1 2 1+C2+0*C2+1 2 1•C2+0+C2*1 3 1*C2*0+C2+1 4 1+C2+0*C2+1 4 1+C2*0+C2+1 4 1+C2+0*C2-I 2 1+C2+0+02+1 2 1+C2*0*C2+1 3 1+C2+O•C2+i 4 1*C2+0*C2+1 4 1*C2*0+C2+1 4 . • J_I 0 45-116' 13.390-14.683;1+C2+0+C2+1 2 1*C2*0+C2+1 2 1*C2+0-'C2+1 3 1+C2+0*C2+1 4 1.-C240.C2.1 4 1+02+0*C2+1 4 1'02+O'C2,1 2 1+C2•0+C2+1 2 1+C2e0*C2+1 3 1+ +1 4 1*C2+0+C2+1 4 1+C2*0+C2+1 A C2+0*C2 473!4° %-'-)4 11.391-12.297:14-C241-1C2.1 2 1+C2+1+C2+1 2 1+C2+1+C2 1 3 1+C2+1*C2+1 4 I*C2*1+C2+1 4 1+C2+1*C2+1 4 1-+C2.-1+C2+1 2 1,C2+14-C2+1 2 1+C2+1+C2e1 3 1.-C2.1.02-.1 4 1+C2+1+C2+1 4 1.C2+1+C2+1 4 ® T 34%-% 12.298-15.55811*C2+0*C2+1Z Et 1..4.6'2 1+C2+0-'C2+1 2 1.-C2-..0.C2.1 3 1*C2•0+C2•1 4 1-.02.0..C2.1 4 1..C2.0.-C24-10+ 1 4 l*C2+0*C2*1 2 1*C2* C2.1 2 1...C2+0-.C2+1 3 1+C2*0+C2+1 4 1•C2*0+02.1 4 1+C2+0+C2+1 4 a. 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UGENyF �(�� P,. 96' % % 19.398-24.380 1+C2+3*C2+1 2 1+C2*3+C2+1 2 1+C2*3*C7.*1 3 1*C2*3+C2+1 4 1•C2*3•C2+1 4 I*C3+3+C3.1 4 1+C2+3*C2et 2 1*C2*3*C2*1 2 1*C2+3*C2+1 3 1+C2+3+C2*1 4 1+C2+3.C2+1 4 1*C2*3+C2+1 4 . 05 120" %-14-% " -30.360 1+C2+3*C2+1 2 1*C2+3+C2+1 2 1+C2+3+C2*1 3 1*C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3*03+1 4 1+C2+3.02*1 2 1+C2+3+C2+1 2 1+C2+3+C2*1 3 1+C2+3+C2+1 4 1*C2+3+02+1 4 1+02+3*C2+1 4 7:_�:.Q 3�� - � SEE TABLE 14 FOR DESIGN PRESSURE 'O••. STATE F7 �/�Z ""MIN.SASH SIZE..WINDOW WIDTH-5928 NOTES: ,T 4,0 ff Max.Anchor O.C. Anchor • 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE %0S••-.°ORIDP_.-• ,'' FIGURES ON SHEETS 83. ,,S, ••-'- • G•�- Spacing for"Integral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. , �/,,0NAL i'N`‘•, • Fln"'Installation3)SEE SHEET 9 FOR AGUIDE TO USING THESE TABLES. 3.7" 4)'1/4-112.1/4"AND"113-113-113°INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.B. • IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. • P.E.1468705 TABLE 26: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX 0.0.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 10 129eah • Sash 24"Height 30'Height 98"Height 46"HeIgM 54'Height 63"Height 24"Height 30"Height 36'Height 48'Height 64"Height 6T Height Vil Conlgumllen e9�n) Head&S111 E Head 8 SIII E Head 8 SRI a• Head 8 Sill C Head&S61 E Head 8 Sill n Heed 8 SOI m Head 8 SN a Heed 8 Sill E Head 8 SW E Head 8 Sill E Head&Sill Relnf.Leal ' m ,� 1 4 4 R4 Anchor Group A - Anchor Group C 35-1/4' 34-Ys-Ys "11.391-11.391 1*412+O+C2+1 2 1*C2+0+C2*1 2 1+02+0+02*1 3 1+02*0+02+1 4 1•C2+6+C2+1 4 1*C2+0*C2+1 4 PRODUCT REVISED 38" %-Y-Ys 12.308-12.305 1+02*0+412+1 2 1+C2+0*C2+1 2 1*02+0+02+1 3 1+412*0+02*1 4 1+02+0+02+1 4 l*C2+0+C2+1 4 as complying with the Florida 11.391397 Building Code 45-118' %-'14-34, -13. 1402+0+02+1 2 1+412*0+02+1 2 1+C2+0*C2*1 3 1+02+6+02+1 4 1+C2+0+C2*1 4 1*C3+0+03+1 4 NOA-No. 17.0411.08 ----------Y-Y-Y 13.398-14.683 1+412*0+02+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1402+0+02+1 4 1+C2+0+C2+1 4 1+03+0+413+1 4 Expiration Dote 09/24/2020 47J14" Y-Ys-'/ 11.391-12.297 1+02+91-C2+1 2 1+02+0+02.1 2 1+412+0+02+1 3 1*02*0+02+1 4 1+03+9+03+1 4 1*03 03 +0+ +1 4 - --- - -- Y-34-Y 12.298-15.558 1+02+0+412+1 2 1+02+0+412+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+03+6103+1 4 1+03+0+C3+1 4+0+C3ey Miam Product Control Custom 11.391-12.016 1+02+0+03+1 2 1+02+0+02+1 2 1.02+0+02+1 3 1+03*9+03+1 4 1+413+0+03+1 4 1+03+0+03+1 4 52.1/8" Y-%% 12.017-13.397 1+02+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+03+0+03+1 4 1+C3+0+03+1 4 1+03+0+03+1 4 tm ADDED NOTE TO ANCHOR %-Y% 13.388-17.016 1+02+0+02+1 2 1+412+0+412+1 2 1402+0,02+1 3 1+02+9+02+1 4 1+03+0+03+1 4 1+03+0+03+1 4 Custom 11.391-13.397 1+02+2+02+1 2 1+02+2+02+1 2 1+C2+2*C2+1 3 1+02*2+412+1 4 1+03+2+C3+1 4 1+q+2+03*1 4 z°QTY.TABLES. m 60" N-Y-N 13.388-18.360 Not Allowed 1.02.1+02+1 2 1+C2*2+C2+1 2 1+C2+2+C2+1 3 1+02+2+02+1 4 1+C3*2*p+1 4 1+C3+2+C3+1 4 , Ya-34 15.381-19.641 1+412+0.02+1 2 1+412+0*02+1 2 1+C2+0+C2+1 3 1+1`3,+0+03+1 4 1+C3+0+03*1 4 1+04+0+04+1 4 55) Q m Custom 11.391-13.397 1+C2+2+-C2+1 2 1+02+3.02+1 2 1+02+3+02+1 3 1+02+3+02+1 4 1+q+3+03+1 4 t+c3a3*p*1 4 i LO •nae 76' 3441-1A 13.398-18.110 1+02+2+412+1 2 1*02+2+02+1 2 1+412+3+02+1 3 1*03+3+03+1 4 1*03+3+03+1 4 1*04+3+04+1 4 W r lc-34-3419.111-24.841 1+412+0*02+1 2 1+02+0+C2+1 2 1+03+0+03+1+0+ +1 3 1+C3+0+03+1 4 1+04+61-C4+1d <n C4+1 4 1+04+0+04*1 4 W ° C3 0 Custom 17.841-10.397 , 1+02+3+02+1 2 1*02+3+02+1 2 1.02+3+02+1 3 1+03+4+03+1 4 1+03+4+03+1 4 1+04+4+04+1 4 2 0 w O O 96' N-Y-N 19.398-24.300 1+02+3402+1 2 1+02+3+02+1 2 1+02+3+412+1 3 1+03+4+p+1 4 1+C3+4+03+1 4 1+414+4+61*1 4 o tn z y alo0 CC l0 '/a-Y-)6 24.361-31.641 1+02+2+02+1 2 2+C2+2+C2+2 2 2+C2*2+412+2 3 2+03+3+03+2 4 2+03+3+03+2 4 2+414+3*04+2 4 CO Cu c~7 K or 120" Y-Y,-N 29.641-32.515 2+02+3+02+2 2 2+02+3+02+2 2 2+02+3+C2+2 3 2+03+4+03+2 4 2+03+4+03*2 4 2+414+4+414+2 4 0 JA o n m s JO = + 2 2 2+412+3+02+2 3 2+C3+3+C3+2 4 2*04+3+64+2 4 2+04+3*04+2 4 0 LL g 8(0 *'o•0 0 Y-Y h 32.516-39.641 2 02+2+412+2 2 2+02+3+412+ 140" Custom .• -39.841 2+412*3+02+2 2 2+02+3*C2+2 2 2402*3+02*2 3 2+C3*4+03+2 4 2+04+4+04+2 4 2+04*4+61+2 4 V U a ® Anchor Group B Anchor Group D FW-Z v 1 J vim 35-1/4' 34'4-35 11.391-11.381 1+12+9+C2*1 2 1+412+0+02+1 2 1+C2*0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+02+0*02+1 4 1+C2+0+42+1-2 1+C2+0+C2+1 2 1+02*0+02+1 3-1+02+0+02+1 4 1+02+0+412+1 4 1+C2+0+62.1 4 0 CO J CO 38' Ya-%-)4 12.308-12.308 1+02+0+412+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+02*0*02+1 4 1+q+0+412*1 4 1+02+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+i 4 1+02+0+02+1 4 1+412+0+02+1 4 o Z a' 0. _ t' r . N-%-% 11.391-13.397 1+02+0+412*1 2 1+02+0+02+1 2 1+02+0+02+1 3 1*02+0+02+1 4 1+03+0+03+1 4 1+03+0+03+1 4 1+02+0+02+1 2 1+C2+0+02+1 2 1+02*0+02+1 3 1H:2.0+102+1 4 1+412+0+02+1 4 1+413*9.03+1 4 .- w O ss_ 1.1.11.,45-116' --I 34-%-% 13.398.14.683 1+02+0+412+1 2 1+02+0+412+1 2 1+412+0+412+1 3 1+02+0.0'2+1 4 1+412*0+412*1 4 1+p*0+C3+1 4 1+412*0+02+1 2 1+02+0+02+1 2 1+02+0+02*1 3 1+02*0*412+1 4 1+02*0*02+1 4 1+03+0+03+1 4 J 0 47.314' 34-31-34, 11.391-12287 1+412*0+02+1 2 1+C2+0.-C2+1 2 1+C2+0*C2+1 3 1+C2+0+02+1 4 1+03+0+03+1 4 1+413+0*03+1 4 1+02+0*C2+1 2 1+02+0+02+1 2 1+02+0+02*1 3 1+02+0*C2*1 4 1+03+0*03+1 4 1+03+9+03+1 4 F- 0 '" I. Y-M-Y 12.208-15.658 1+02+0+02+1 2 1+132+0+C2+1 2 1+02+0+02+1 3 1*02+0+02+1 4 1+1:3+0+C3+1 4 1+03+0+03+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+02*0+02+1 3 1+C2+0*C2+1 4 1+03+0+03.1 4 1+q+0+03+1 4 ® m Z I u) NI Custom 11.391-12016 1+412+0+02*1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+03+0+03+1 4 1+03+0+03+1 4 1+03+0+03+1 4 1+02+01-02+1 2 1*02*0+02+1 2 1*02+9+02+1 3 1+C3+0+03+1 4 1+C3+0+03+1 4 1+09+0+03+1 4 ... ab D Q Z 52-1/6' +-%-N 12.017-13.397 1+02+0+02+1 2 1+02+0+02+1 2 1+412+0+02+1 3 1+03+0+03+1 4 1+q+0+C3+1 4 1+03*0.03*1 4 1+02+0+02*1 2 1+02+0+02+1 2 1+02+0+C2+1 3 1+03+0+03+1 4 1+03+0+03+1 4 1+03+0+03+1 4 Z - fs 15-Y-''/a 13.398-17.016 1+412+0+02+1 2 1+412+0+02+1 2 1+02+0+02+1 3 1403+0+03+1 4 1+03+0+03+1 4 1*p+0+03+1 4 1+02+0+02+1 2 1*412+9+02+1 2 1+02+0.02+1 3 1+02+0+02+1 4 1+03+0+03+1 4 1+C3+0+03+1 4 ¢ d' a1oa5 Custom 11.391•13.397 1*C2+2*C2*1 2 1+02+2.02+1 2 1+02+2*412+1 3 1+02+2+02*1 4 1+03*2+03+1 4 1+C3+2+03+1 4 1+02+2+412+1 2 1+02+2+02*1 2 1+C2+2+C2+1 3 1+C2+2+03*1 4 1+03+2+03+1 4 1+03+2+03+1 4 o O O m 60' N-Y-Y4 13.358-15.360F*(2*2+c2 +1 2 1*02+2+412+1 2 1+C2+2+C2+1 3 1+412+2+C2*1 4 1+03+2+03+1 4 1+03*2+03+1 4 1+02+1+02+1 2 1+C2+1+02+1 2 1+412+1+02+1 3 1+02+1*02+1 4 1*03.1+03*1 4 1+03+1+03+1 4 0 Q-' tO Y- -''/, 16.361-19.641 +412+6+02+1 2 1+412+0+412+1 2 1+C2+0+.22+1 3 1+03+0+413+1 4 1+03+0+413+1 4 1+01+0 +1 4 1+412+0+02+1 2 1+C2a0+C2+1 2 1+412+0+02+1 3 1+C3+0+03+1 4 1+03+0.03+1 4 1+04+0+04+1 4 U fi Q o Custom 11.391•13.397 *412*3+412+1 2 1+02+3+02+1 2 1+02+3+C2+1 3 1*02+3+02+1 4 1+C3+3+C31 4 1+C3+3+03*1 4 1+02+2+02+1 2 1+02+2+412+1 2 1+C2*3+C2*1 3 1*C2*3*412+1 4 1+q+3+03+1 4 1+03+3+03+1 4 I 75' Y.-M-3413.398-19.110 +412+2+C2+1 2 1*02+3+02+1 2 1*02+3+02+1 3 1+03+3+03.1 4 1+03+3+03+1 4 1*414+3+04*1 4 1+02+2*02+1 2 I+02+2+C2+1 2 1+C2+2+C2+1 3 1+C3.2+C3*1 4 1+03+2+03+1 4 1404+2+C4+1 4 011,1 'FOG caua5 34-Y-Y 19.111-24.6411+02+0+C2+1 2 1+C2+0+412+1 2 1+03+0+03+1 3 1+03+0+03+1 4 1+C4+0+C4+1 4 1+04+0+04+1 4 1*C2.9+C2+1 2 1+02+0+02+1 2 1+C3*0+413+1 3 1+03*0+03+1 4 1+04+9.01+1 4 1.04*0+414+1 4 0,01,i,ti,, Custom 17.641-19.397'1+q+3+02+1 2 1+02+3+02+1 2 1*C2+4+C2+1 3 1+03.4+03+1 4 1+Ca+4+03.1 4 1+04.4+04+1 4 1+02+3+412+1 2 1+412+3*02+1-2 1+02+3.02+1 3 1+03+4.03+1 4 1+03+4+03+1 4 1+04+4+01+1 4 :�\.‘<‘1/419.•• LY/y7.4,�' ..-..... 98' N-Y-Y 19.388-24.350 i1+412+3+02+1 21+412+3'01+1 21+412+4+02+1 31+03+4+03.141.q*4*03+1 4 1*04*4+04*1 4 1+412+2+02+1 21+412+3*02+1 21+C2+3+C2+1 3 1.03+3+C3+1 41.03+3+C3+1 41*04+3.04+1 4 : . ..• LICEN,pF'.•-- Y%-Y 24.361-31.641!2+02+2+02+2 2 2+412*3+02+2 2 2+C2*3+C2+2 3 2+03+3+03+2 4 2+03+3+03+2 4 2+04+3*C4+2 4 1*412+2+412*1 2 1+02+2+02+1 2 1+412*2+02+1 3 1+03+2+03+1 4 1+03+2.03+1 4 1+04.2+04+1 4 Q 1�� 03+4+03+2 4 2+03+4+03.2 4 2+C4*4+414+2 4 2+02+3+02+2 2 2*C2+3+C2+2 2 2+412+3+02+2 3 2+03+4+03+2 4 2403+4+413+2 4 2+414+4+ +2 4 - 1/i'- N0.58705 - 120' Y Y-N 29.641-32.515 2*412+3+412+2 2 2+02+3+412+2 2 2+412+4.02+2 3 2+ p _ _ Y-Y-%5 32.516-39.641 2+412+3+02+2 2 2+02*3+02+2 2 2+02+3*02+2 3 2+03+4+03+2 4 2+04+4+414+2 4 2+05+4+415*2 4 2+02+2+02+2 2 2*C2+3*C2*2 2 2+02+3+02+2 3 2*03+3+03+2 4 2*04+3+04+2 4 2+414+3+04+2 4 - , 148- Custom "* -39.641(2+02+3+412+2 2 2+C2+3+02+2 2 2+02+4+412+2 3 2+0+4+03+2 4 2+61+4+414+2 4 2+C5*4+05+2 4 2+02+3+02+2 2 2+C2*3+412+2 2 2*02+3+02+2 3 2+03+4+03+2 4 2.04+4+414+2 4 2+414+4+04+2 4 -"O•.• I31 k7 ~��; • NOTES: SEE TABLE 15 FOR DESIGN PRESSURE ,'n p E �� 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). ���sS'O.ORID NG `` WINDOW WIDTH-60.72 SASH 512E IS AS PER THE FIGURES ON SHEETS 6-8. �/ NAL00\ IGLASS TYPES 10.12 814-16 "MIN.SASH SIZE_-- 2 2)FOR SIZES NOT SHOWN,ROUND LIP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. //!/I1 I I 1111 MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)'1/4-1/2-1/4'AND"1/3-113-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. •FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.9 56705 TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS, " , Glass Types Anchor Quantities for XOX Windows 14-16 Sash Id 30"Height 36"Hol46"01 Height 54"Height 63'Height 24"Height 30•Height 36"Height 48'Heigh( 54"Height 63'Height Width Sash 24"He Wi19 g99 e 9 g 8 8 Conlguratlan RAn a inEEEC E Heed&SOI E Heed 8 Sill E Head&Sill n Hood&SIII m Head&Sit g Head&Sill E Reid.Leel 9 () Head&Sill Head&5111 Head&Sill Head&SIO Head&Sill Bead&Sill ' ' -4 -4 -i R4 Anchor Group A Anchor Group C 35-1/4' %-14'/ 11.391-11.391 1+02+0+02*1 2 1+C2+O+C2*1 2 1*02+0`02+1 3 1+C2a0+C2+1 4 1+02+0+02+1 4 1+C2+0*C2+1 4 PRODUCT REVISED 38" %-N-Ys 12.308-12.309 1+02+0+02*1 2 1+C2*0+C2+1 2 1+C2+0+C2+1 3 1+C2+0*C2*1 4 1+02+0+02+1 4 1+C3+0+C3+1 4 as complying with the Florida Building Cade I3:44-34 11.391-13.397 1+02*0*C2+1 2 1+02*0*02*1 2 1*C2*9.C2+1 3 1+C3.0+031 03 . 4 1+C3+0+ 41 4 1+C4*8+C4+1 4 NOA-No. 17-0411.08 45-118• -34-%-y 13.398-14.683 -- 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+9+C2+1 3 1+03+0+03+1 4 1+03+0+03+1 4 1+03+0+03+1 4 Expiration Date 09/24/2020 Y.,-Y0-Y.,-Y0-34- -)4 11.391-12297 1+C3+0+03+11+02+0*C2+1 2 1+02+0+C2a1 2 1+C2+0*C2+1 3 1+ +0*C3+1 4 1+ +0+03*1 4 1+04+0*C4+1 4 47.3/4' By ''/s/s-Y 12.298-15.558 1+C2+0+C2*-1 2 1+C2+0+02+1 2 1*C2+O+C2+1 3 1+C3+0*03+1 4 1+03+0+C3+1 4 1*C3+0+C3+1 4 Miami-Dad roeuet Control Custom 11.391-12.018 1+02+0+C2+1 2 1+C2+0+02+1 2 1+C3.0+C3+1 3 1+03+0+03+1 4 1*04*0404+1 4 1+07+0+04+1 4 52-1/8' N-}X-Y. 12.017-13.397 1+02+0*C2+1 2 1*C2+0+C2+1 2 1*03+0+03+1 3 1+C3*8+0341 4 1aC4+0+C4*1 4 1.000+0+C4+1 4 • y-%-% 13.398•17.018 1+C2*0*C2+1 2 1.02+0+02+1 2 1+C3+0aq+1 3 1+03+0003+1 4 10C4*8+C4+1 4 1+04+0+04+1 4 m ADDED NOTE TO ANCHOR Custom 11,391-13.397 1+C2+2+C2a1 2 1+C2+2+02.1 2 1+C2+2+02+1 3 1+03+2+03+1 4 1*03+2*03+1 4 1+C4+2+-C4+1 4 a°CITY.TABLES. m 65" )4-14-y 13.398-18.360 Not Allowed 1+C2*1+C2+1 2 1+C2a2+02+1 2 1+C2+2+C2+1 3 1+0342+03+1 4 1+03*2+03+1 4 1+04+2*C4+1 4 '6 Ye-Ys-Ys 15.381•19.841 1+C2+0*C2+1 2 1+02+0+02+1 2 1003+0+C3+1 3 1+C4+0004+1 4 1+0I+8+04*1 4 1+C5+0*C5+1 4 U Y to 2 Custom 11.391-13.397 - 1+02+2+C2+1 2 1+02+3+C2*1 2 1.02+3+C2+1 3 1+C3+3+C3+1 4 1*C4+3*C4+1 4 14-04+3404+1 4 z `- 75" 101-341+ 13.398-19.110 1+C2+2*C2+1 2 1*02+2+02+1 2 1*C2*3*C2+1 3 03+3+03+1 4 1.01+3*04*1 4 1+C4+3+C4+1 4 w s- Aea r ''/r-Y-Y 19.111-24.641 1+C2+0*C2+1 2 1+03+0+03+1 2 1+03+0+03+1 3 1*C4a3+C1+1 4 1+C5+6+C5+1 4 1+C5*0*C5*14 � p O Custom 17.641-19.397 1+C2*3+C2*1 2 1+02a3-e02+1 2 1+C2+3+02*1 3 1+03+4*C3+1 4 1*C7+4*C4*1 4 1404*4+C4+1 4 d' j o C3 98• Y.-Y,-y4 19.398-24.360 1+C2*3+C2+1 2 1+02+9+02+1 2 1*C2+3+02+1 3 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+01+3+04+1 4 } a cc 01>0 Q' 341-34-% 24.381-31.641 1+0202*02+1 2 2+C2*2+02+2 2 2+02+2+C2*2 3 2*04+3+04+2 4 2+04*3.04+2 4 1+C4+2*C4+1 4 (7 N h' 1 120' %-}''A 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+02+2 2 2+C2+3+C2*2 3 2+C4+4*C4*2 4 2*C4+4+C4+2 4 2+04+3+04+2 4 91 A n 4B h-)4-Y. 32.516•39.641 2+C2*2aC2*2 2 2+C2+3+02+2 2 2+C2.3cC2a2 3 2+04+3+C4*2 4 2*04+3+04+2 4 2+C4+3+04*2 4 Z LL ca N 04.11110.40 as 140' Custom "' -39.641 2*02+3+02+2 2 2*C2+3*C2+2 2 2+02+3+02+2 3 2*C4*4+C4+2 4 2+C1*4*C4+2 4 2+01+3+04+2 4 2 U117" CO"- Anchor Group B Anchor Group D W-coo x a W cd -,N4I-Z35-1/4" )4-%%-y 11.391-11.391 1+C2+8+02+1 2 1+C2*0+C2*1 2 1+02+0+02+1 3 1+C2+0+02+1 4 1+C2*0+02.1 4 1*C2+0+C2+1 4 1+C2+O+C2+1 2 1+6+0+C2+1 2 1+02.0+02+1 3 1aC2+8*C2*1 4 1+C2*0+C2+1 4 1+C2*0*62*1 4 O W v CO --i 00 38" 3;-Y-Y 12.308-12308 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+02+0402+1 3 1+C2+0002+1 4 1*C2+0*C2+1 4 1+03+0*C3*1 4 1+02+0+02+1 2 1*C2*0+C2+1 2 1+C2+0+C2*1 3 1*C2+0+02+1 4 1+C2+0+02+1 4 1.03+0*C3+1 4 1.-- !TrZ v a. H ' t--- 0 Y.-34-% 11.391•13.397 1+02+0+C2+1 2 1+01+0*02+1 2 1+C2+0+02+1 3 1+03+0*03+1 4 1*C3+0+C3a1 4 1+04+0+04+1 4 1+C2+0+C2+1 2 1+C2+0+C2*1 2 1+C2+0+02*1 3 1.03+0+03*1 4 1+C3+0+C3+1 4.1+C4+0*C4+1 4 U W LL' 45-1/8' --1 O 34-Ya-Y413398-14.683 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+03+0+03+1 4 1+03+0+03+1 4 1+03+0+03+1 4 1+C2+0rC2+1 2 1+02+0+02+1 2 1+C2+0+02+1 3 1+03+0+03+1 4 1+03+0+C3+1 4 1+03+0+03+1 4 J CO 47.314° Y-344-% 11.391-12297 1+C2+0*02+1 21+02+0*02+1 21+02*0*02+1 3 1+03*0+03+1 41*C3*0+C3*1 4 1+04+0+04+1 4 1+02+0+C2*1 21*C2+0402*1 21+02+0+02+1 3 1+03.0*C3*1 4 1+03+0+03+1 4 1+C4+0+0701 4 F-• r %-34-Ya 12298-15.558 1+02*0+02+1 21+C2*0002+1 2 1*C2a0*C2a1 3 1+03+0+C3+1 4 1*03+0+03+1 4 1+03+0+03+1 4 1+02+O4C2+1 2 1+C2a0+02+1 2 1*C2+0+02+1 3 1*C3+0+C3+1 4 1+03+8+q*1 4 1+C3+0+0341 4 ® rn Z tOO Q J Custom 11.391-12018 1+C2+0+C2+1 2 1+C2a0aC2+1 2 1+03+0+03+1 3 1+03+0+q+1 41+047+0.04*1 4 1+C4+0+C4*1 4 1aC2+0+C2+1 2 1+C2+0+C2+1 2 1+03+0+03+1 3 1+q*0403+1 4 1+C4*OaC1*1 4 1+C1+0*C4a1 4 -" Q ' -- 52-1/6" %-}i-y 12017-13.307 1+C2+0402*1 2 1+C2+0+02+1 2 1.03+0+03+1 3 1+C3+0*C+1 4 1+04+0+04+1 4 1+C4+0*C4+1 4 1+C2a0+C2*1 2 1+C2+0+02+1 2 1*q*0*q+1 3 1+03+0+03*1 4 1+07*0+04+1 4 1.04+0+07+1 4 (� C� f- fi Y-Y-Y 13.308-17.016 1+C2a0+C2+1 2 1*C2*0*C2+1 21+03+0+03*1 3 1+03+0+03*1 4 1*04+0+04+1 4 1.04+0+01+1 4 1+C2*0+02+1 21+02+0+02+1 2 1+C3+0*C3*1 3 1+03+0+C3r1 4 1+01*0+07+1 41*04+0+04+1 4 ¢ O Z 01000 Cullom 11.387-13.397 1+C2*2*02*1 2 1+02+2+02+1 2 1+C2+2+02*1 3 1r03a2e03+1 4 1+03+2+03+1 4 1+041+2+047+1 4 l*C2*2*C2*1 2 1*C2+2+C2*1 2 1+02+2+02+7 3 1+C3+2+03+1 4 l+03.2+03+1 4 1+04+2+08+1 4 O O O = N m 60' }4-h-1/. 13.358-15.360 1+02+2+C2+1 2 1402+2*C2+1 2 1+02+2+02+1 3 1+0+2+0+1 4 1+03.2+03+1 4 1+01+2+04+1 4 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 3 1+03+1+C3+1 4 1+03+1+03+1 4 1+C4+1+C4+1 4 to O Q' LOZ '/a-'}-Y 15.361-19.641 1+C2+0*C2+1 2 1+02+0+02+1 2 1+03+0+03+1 3 1+07+0+CA+1 4 1*C4+0*C4+1 4 1*C5+0+05+1 4 1*02+0+02*1 2 1+02*0*C2*1 2 1*03*0*03a1 3 1*C4+0*C4*1 4 1+01+0+01+1 4 1+C5+0+C5*1 4 U Z 0 cE 5$ Custom 11.391-13.397 1*C2*3+02+1 2 1+C2+3*C2+1 2 1+02+3+C2a1 3 1+C3+3.03+1 4 1*07+3+01*1 4 1+C1*3*07+1 4 1+C2+2aC2+1 2 1*C2+2+C2+1 2 1+C2*3+02+1 3 1+03+3+C3*1 4 1+01+3+01+1 4 1+04+3*C4+1 4 < _ _s75' N-y-Y. 13,308-19.110 1+02+2+02+1 2 1+02*3.02+7 2 1.C2+3+C2r1 3 1*q*3+03+1 4 1+4+3.04+1 4 1+C1*3*C4+1 4 1+02+2+02+1 2 1*02.2+C2+1 2 1+02+2+02+1 3 1+03+2+C3+1 4 1+C1*2+07+1 4 1+04+2+04+1 44171 '>sc0sausgY-Y-''/. 19.111-24.641 1+03*0+02.1 2 1+03+0+03+1 2 1+03*0+03.1 3 1+04+0+04*1 4 1+05+0+05+1 4 1*C5*0+C5+1 4 1+02+0+02+1 2 1+03+0*03+1 2 1+C3*0+03+1 3 1007+0+04+1 4 1*C5+0+C6+1 4 1+05+0+05+1 4 \111I'111*I117/�Custom 17.641-19.397 1+02+3+02*1 2 1+C2+3*C2+1 2 1*C2+4*C2+1 3 1+03+4+03.1 4 1.04+4.04+1 4 1+C1*4+04+1 4 1+C2*3*C2+1 2 1*[203+C2*1 2 1+C2+3+C2+1 3 1+03*4+C3+1 4 1+C4*4+C4*1 4 1+C4+3+04+1 4 `\\\\' Q Y.LYN4/4,"o96" y4% 19.398-24.360 1+02+3+02+1 2 1.02*3+C2+1 2 1+C2+4*C2*1 3 1+04+4+01*1 4 1+07*4.04+1 4 1+07*3+01+1 4 1*C2*2402+1 2 1*02*3*C2*1 2 1+C2a3+02+1 3 1+C4+3+04+1 4 1+04+3.04+1 4 1+04+3+04+1 4 LIGEl'.7:6‘.10:51:1 ,p •.�.(.. !-Y-Y 24.361-31.641 2+C2*2+02+2 2 2+02+3+02+2 2 2*C2+3+C2*2 3 2+C4+3+04+2 4 2.01*3+01*2 4 1*01+2+04+1 4 1+C2*2*C2+1 2 1*02+2+C2+1 2 1*02*2*C2*1 3 1+C4*2+04+1 4 1*07+2+04+1 4 1(C4+2+04+1 4T� '..�.Iy%-. 29.641-32.515 2*C2*3+C2+2 2 2+02+3*C2+2 2 2+C2+4+02+2 3 2*C4*4*C4+2 4 2+C4+4+CM2 4 2004+4+C4+2 4 2*C2*3*C2+2 2 2+02.3+C2*2 2 2.02+3+C2+2 3 2+01+4+04+2 4 2*C4+4+04*2 4 2+04+3.07*2 4 *. NO.58705 j120' - j.,*- Y-Y-Y 32.516-39.641 2+02+3+02+2 2 2+C2+3+C2+2 2 2+02+3+02+2 3 2404+4+C7*2 4 2+04+4+04+2 4 2+04+3+C4+2 4 2+C2+2+C2+2 2 2+02+3+02+2 2 2+02+3+C2+2 3 2+C4+3+C1+2 4 2+C1+3+01+2 4 2404+2+C1+2 4 -:lii D • Ul J _ I 140" Custom '" -38.641 12.C2+3*C2+2 2 2+02*3+C2*2 2 2+02+4.02+2 3 2+0444+04+2 4 2*04+4+04*2 4 2*04+3*C4+2 4 2*C2+3*C2+2 2 2+02+3*02+2 2 2*C2*3+02+2 3 2+C4+MC4+2 4 2+C4a4*C4+2 4 2+04+3+04+2 4 D 3 �t I�• �` NOTES: SEE TABLE 16 FOR DESIGN PRESSURE �.(1 a ATE F .'hi.: 1) 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). •"��o '•. ORIDN-. �_� _WINDOW WIDTH-60,72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. '''''9/0." ..\‘. 'GLASS TYPES 10-12$1416 "MIN.SASH SIZE- 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /7NAL I�1\`` MAY NOT BE USED WITH 2 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL : 4)"1/4-1/2-1/4•AND'1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,P.E. ,•FIN FRAMES IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.S 58705 1 TABLE 28: . Bill of Material - ' 3 5W" 062" 1 3.505' 1 - 3.500' 062" 1 3.500" �2• ' # Part# DescrtptJ-Ch I Material 7.-11--.- �H_ I �� �� . ri 1 , _ .062" __f f 21 1 1 6201212 Frame Head,Sill and Jambs-Flange PVC �U 2 20122 Frame Head,Sill and Jambs-Flange PVC 3 620123 Frame Head,Sill and Jambs-Fin PVC I 7 •4 620124 Frame Head,Sill end Jambs-Equal Leg PVC z 445" 2.446" 2.445' 2.445' ill 13 820172 Anti Lift Insert/Trim Cover PVC �, ,_, �❑ 14 820131 Fixed Meeting Rail PVC P1111:[-I �� t] ��15 820158 Track Insert 6063 T6 AI lI16 620129 Sash Reil(Sides,Top&Bottom) PVC 1 01 .,__Lt---.-----,- (-1-IfZ I 17 620166 Moreton 8063 T6 Al .625' 9 J-CHANNEL _625• 9 FLANGE FRAME FIN FRAME EQUAL LEG FRAME I 19 620156 Pull Rall Interlock 6063 T6 Al 1.375 O FRAME HEAD.SILL O HEAD,SILL& 1.375' O HEAD,SILL& O HEAD,SILL& 20 820144 Pull Rail Intedook Cover PVC &RAJAMB5 JAMBS JAMBS JAMBS 21 , 620150 Light Sash Reinforcement 6063 T6 AI •' 22 620151 . Standard Sash Reinforcement 6063 TS Al 1.872' --I 1.841" -r-{ 23 620152 HD Sash Reinforcement 6063 TO Al 24 820153 Standard Meeting Rail Reinforcement 6005 T5 Al 1 es- 1.507* 1 o Ir LL -�•{1'437' 1-�- 26 620154 HD Meeting Rall Reinforcement 6005 T5 Al ,630• L I -r 1...._ 2.100° IT 2.176" i 28 620155 H.D.Heft.Roller Meeting Rall Reinforcement 600515 Al .772" 0 .066" 0 0il 1.020' 1'375 I 27 710X114PPA #10 x 1-1/4"PH.PH SOS(Monorail Screw) 410 SS J 1 .590"11-1-11-41""''' 1-1� .471" 28 61644 Weatherstrip,.18T x.270'Fin Pile f .085' .060" -►{( - 070" - .050" _.....1 1231" I-+- --.--1 Loom )-+- -T 29 61718 Weatherstrip,.187"x.220"Poly Pile LIFT RAIL LIFT RAIL 30 #8 x 1'Ph.PH SOS(Interlock MountingScrew 410 SS 13 ANTI-LIFT INSERT 14 FIXED ,5 TRACK 16 SASH RAIL ) &TRIM COVER MEETING RAIL INSERT 19 INTERLOCK 20 INTERLOCK COVER• 31 78K312PPA #8 x 3-1/2"Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS • 32 71669SP Meeting Rail Screw Support Plate 8063 T5 Al I 33 720210 Weep Hole Corer PVC .300" 1 .316- --«-( -may- 070" �I 1.100" • 34 720187 Installation Screw Hole Plug PVC -►{ .864" ,175 J I 1L Ili 1�J� Os0' I(C/��{L���J�� 37 720197 Auto Lock C Steel .750' .754" L�--71} '715' Ir-r-,r.715" • 38 720199 Sweep Lock Cast Zinc �� T �Tr- IU ><LI 0 Jt 1JT 39 720196 Auto Lock Cover Assembly Cast The ;' .025' - l -+ .035" -�-} �'1 1.185' .000" T 40 #8 x 1-1/8"Ph.FM SOS(Auto and Sweep Lock Screw) SS LAMA IG ROLLED I EXTRUDED I LIGHT SASH STANDARD 41 720200 Auto and Sweep Lock Keeper Cast Zinc \7J BEADING 80 SCREEN FRAME B1 SCREEN FRAME 71 REINFORCEMENT 22 SASH REINFORCEMENT 42 76)04PPA #8 x 3/4"PH.PH SDS(Keeper Screw) SS 43 7812FPTX #6 x 1/2"FPH Tek(Reinforeereent Screw) S5 -280• 44 Leadstile Top Corner Key Nylon 170• �� I 1.182• F-�- 070. -�{ 1.162" �--- 45 Leadstile Bottom Comer Key Nylon lj 1'184" f If I •094" 46 Lockstile Top Corner Key Nylon U .070' ,791" 1.036" ,,041^I 1.041 1.220 47 Lockstlle Bottom Comer Key Nylon "810" ''''TTTT'''' 1.1. _'_ .130" .164' _t_ 074" 48 720204 Wheel Nylon .150" -}`{ 1.331" i.- 1.340" F - -- + 'H 1.340" (-- 72 620135 Lem).I.G.Bead PVC HD SASH I STANDARD HD MEETING HD HR MEETING PRODUCT REVISED 74 Beckbedding,GE 7700 or Dow 791 Silicone 23 REINFORCEMENT Betiding 24 25 28 17 MEETING RAIL RAIL RAIL MONORAIL complying with the Florida REINFORCEMENT REINFORCEMENT REINFORCEMENT NOA-No. Code 17-0411.08 76 71684/5 Setting Block(T/8"x 2'x 1/8"Z 85+1-5 dum. EPOM 80 61011 Roll-formed Screen Alum v,01'rirorlrt, Revised By: Date: ReHaleer Expiration Date 9/24/2020 -61 61012 Extruded Screen Frame Alum �\\NONY LYNN 1,,,,' • JR 03/27/17 NO CHANGES THIS SHEET. ey 82 Extruded Screen Spreader Bar Alum ��1:••'•L,CENgF `LT r,, Mlam a roduet Con ro Revived By: Dote: Revaren: 83 47042W Screen Comer Key with Pull Ring PVC • •. 84 47041W/CKGLB Screen Comer Key No Pull Ring PVC _*/ No.58705 85 7CASPM -Tension Spring SS _ • • *_ e Deeerip5on: Drown Ely: 88 61816C48 Screen Cloth Fiberglass WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 61635/61614- .140"Semen Spline(Machine/Hand Roiled) Vinyl - ,0• 3 31 �•��7�� 1070 TECHNOLOGY DRIVE Dater dK -• (C`s ••�tORIOP..•'G��; N. ai60o3°275 HORIZONTAL ROLLER-LM 05/15/15 NOTES: '''�s�OALE'V COPYRIGHT ft ee,wa.&W o Sedas/Medeh. Score- Shoat: Dowsing No. Rev. . 1)ITEMS 5 5-12.18.35,36,49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. X.t4M4 IAikga.P.E. 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMAEXTRUDER CODE. P,E.B6e705 CERT.OF AMR(128298 HR-5510 NTS 17 OF 18 M D=H R5510-01 B �• `'\\ TABLE29: ' , 1 ' SASH MI Egress Lock Bili of Material ASSEMBLY 1 MITERED FRAME WITH © C) yF Part# DBExflpaon t Meterlal 1 INTERIOR AND EXTERIOR DETAILS •`�� FRAME WELDS 100 7MC7024 IMultl-Print Lack Operetw Cast Zlnc ® iD1 73340 Operator mounting Plate Steel ® - I ^�� 102 72015 Multipdnt Lock Keeper Aluninum � ATTACHED TO I^I 103 720214 Mullipdnt Lock bide Nylon \ ® FJRERIOR SASH RAIL Ik 104 710217.221 Ile Bar(Length Varies) Stainless Steel Y 105 71024X12HFX#10 x 117'HH MS Stainless Steel ® ,\`\' '�- �� 108 78X1FPAX #8 x 1"Ph,FH SMS Stainless Steel • \ \` 0 X i I 107 78X75FPTX #8x3!4"Ph.FH SDS Stainless Steel • �,� '� � ATTACHED TO 0 r \\ „,` 30 FRAME JAMB ® i.kk ® \ EGRESS LOCK • '):�ntA' \�' 111 -, sle • r., ® DETAILS i '��'`Zx�2 \\ I ��,\ JNOT TO SCALE " LT0Lo;K TO t,i• �• ` ., ;� o I f �•\ PRODUCT REVISED I CD .`-•, -- •��f 20 ED TO as comp)ymg with the Florldo r •'1�' i O FRAME JAMB Building Code I' ® NOA-No, 17-0411.08 y \ I ® F�cplrauon Oats 09/24/2020 Moma roduct Control OPT. ` �r, \ :k r. r °>_1141 I . XM1 ® 1` ® ` ATTACHED TO ill Ipar \\ O JLSWEEPLOCK ' FRAME JAMB BD OR 91 \ 1070 TECHNOLOGY 3 DRIVE 275 . \ MITERED FRAME WITH N.VENICE, FL 34275 OINTERIOR AND EXTERIOR 111 I I (941)-4430-1600 FRAME WELDS .1---''''''''- ,�tII II IIIr,� CERT.OF AIfLH.X29298 ASSEMBLY I \ `.\.�.\\\ANY LYN,yfi Re JR 03/27/17 Revision: NOCHANGES THIS SHEET- DETAILS !� Q:' :�`� Revised by Date: Revision: i�` �` \ •' /;.Nyo.58705 Ci) I =1-.1 (/t G • - Description: Drown B�- B3 OR 84 EXTERIOR FRAME \•\ • "p ,i lam•;'ct; EXPLODED WINDOW VIEW J ROSOWSKI ASSEMBLY -.4„,4,\� 4',•(\_. FATE 4� nee: Dere: �`. ' . ' s (.....' G` HORIZONTAL ROLLER-LM 05/15/15 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. DETAILS �. '` "�,, I ''.1/',NAL1EN��` 2)J-CHANNEL FRAME SHOWN.PART#1.OTHER FRAME TYPES APPLY. A.LYNN MId�1 W.P.E Series/Model: ScoIo Sheet Drawing No. Rein HR-5510 NTS 18 OF 18 MD-HR5510-01 B 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 6-8. P.E.115e705