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Notice of Acceptance (2)
J M IAM I-RADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"9E[R-5510"PVC Horizontal Rolling Window—L.M.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 0 sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, LUmodel/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. 17-0411.08 Ma,MI-RADE catmTY Expiration Date: September 24,2020 L S 1 Approval Date: August 31,2017 Page 1 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. AID-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. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 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)Aix 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 FSC 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 Idalmis 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 uct 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 (cowuquED) 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.15-09 03.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 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. Prp uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FSC-5th Edition(2014) and FBC- 0 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. roduet Control Unit Supervisor NOA No.17-6411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 DESIGN PRESSURE RATING IMPACT RATING 2.5 ANCHORS,SEE CLUSTER DETAILS SHEET 6 —+{ 12-3/4"MAX,O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE S"MAX •—►•I I+�__.... —v S,SEE 1-1/4" SEE SHEETS LEVEL,SEE SHEETS 6� IMPACT RESISTANT SHEEP 3 �• — MAX' 9.16 D.SEE 2-6 ANCHORS,SEE CLUSTER 15 85' SHEET4 DETAILSSHEET5 18.94"MAX-O.C• ____ MAX O C B.SEE --_'--�-I-' 8'MAX I-+— SHEET3 A SEE'—' _ T-.- SHEET3�' 10'MAX C,SEE , HEf4 _._. } ,E _ _._. EET3 ` 19" 76" i E EQUALLY a I MAX.O.C. MAX 72' SPACED / / I T BUCK 1 MAX. EQUALLY ANCHOREI} HEIGHT 1 BUCK PACED A• TABLES 17-22 I HEIGHT ANCHORS PER BUCK SEE TABLES 23-27 / I HEIGHT SHEETS 15.67' 9-16 I O X O X 11_ X O X MAX.O.C. 8'MAX — — 8 MAX. SEE SILL SEE SILL SEE SILL WEEPHOLE LEFOLES WEEPHOLE 4.O.C. I 3"MAX DETAILS, C. 3°MAX. DETAILS, BETWEEN W DETAILS4.OWEEPOLES3"MAX. SHEET3NB6HEET4 W BETWEEN DHT 75"MAX.BUCK WIDTH 75"MAX.BUCK WIDTH 140'MAX BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYR FIN OR J-CHANNEL ELEVATION FOR FLANGE FRAME I SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC).STH EDITION •ASTM E13OMS 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE WIN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI SI00-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANCHORTYPE. •AISC 360-10 I 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX W000 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS I DEPICTED AS 2XARE 1-1P2'THICK OR GREATER.1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER 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 EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USEANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.................................1 SHOULD BE SEALED.OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 6)114"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& A.NEGATIVE DESIGN LOADS BASED ON STRU07URAL&CYCLE TESTING AND GLASS PER ASTM El 300. EQUAL LEGIBOX.............3 I 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 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS....-..................5 ' THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHCRS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS DESIGN PRESSURES........._.....6-8 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ANCHOR QUANTITIES.................8-18 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&BOM 17 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCOAGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER ASSEMBLY............... ..18 SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL """""-""' PRODUCT REVISED 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. as complying with the Florida Bulldtng Code NOA-No. 17-0471:08 USER INSTRUCTIONS: III n 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARDASCE 7. �� y LYIV ��� Rwl ad By: Dale: R-id m. Expiration D a 09/24/2020 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION OX,XO,XOX,SIZE,GLAZING OPTION FROM ABLE 1 AND �� N.......... UPDATED TO FS02117.ADDED REINFORCEMENT LEVEL,DETERMINE YOUR WINDOW'S DESIGN PRESSUREREQUIREMENT FOR THE WINDOW OPENING USING �� '��0 �� ��� JR 03/27/17 Wore ro ANDHDRa7Y.TBls. By TABLES 6.16(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING y10EN3F• r� MIam4D�a Product Contro � �' .(�J Ravlsad W. Date: Revhlon: OBTAINED INSTEP 1.USE INDEX TABLES ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. �. N0,b8705 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION _ CONDITIONS. — _ ® Dasaript'ron: Drown t7y: 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THE ANCHORISUBSTRATE WILLMEET ��'_ •k " _�' GENERAL NOTES&ELEVATION J ROSOWSKI REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIRE FROM THIS SHEET 3 TTT'EEE/ SET ARE MET.. �0T-'•, ;'/4�� 1070 TECHNOLOGY DRIVE 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL,FIWJ-CHANNEL INSTALLATION.• �i Ft ORIDP,. �_�� N.VENICE.FL 34275 USE TASLE40NSHEET 2T0 FIND THE APPROPRIATE DETAILS. A�s�O rN'AL11��GcoPrRISHTomlipaTlNDusrtues,wc. HORIZONTAL ROLLER-LM' 05/15!15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNN IWLI.ER PE 'W'�° O Series/NadeL• Scale: Sheet: Omwln9 No, Rar. INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE B ON SHEET 2. p.EiY58708 CERT.OF AUTH.$29288 HR-5510 NTS 1 OF 18 MD-HR5510-01 B L TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Frame Glass Description(Listed from Exterior to Interior) Installation Type 'A°=ANNEALED Types Options Substrate Option Detail Sheet 'H"=HEAT STRENGTHENED (see Fig B) (see Table 1) Conditions 5 718"Laminated I.G.:118"A Exterior Cap+71151 Air Space+5116'Laminated;(2)Lites of 1/8'A Glass with.090"PVB Interlayer 'T'=TEMPERED 6 718"Laminated I.G.:1/B"T Exterior Cap+7116"Air Space+5r16"Laminated;(2)Utes of 1/8"A Glass with.096"PVB Intedayer "PVB'=.090'TROSIFOLO PVB Through the into 2XWoad Frame/Suckstrip-sheet 4,option 5 7 7/8"Laminated LG.:3116"A Exterior Cap+3/8'Air Space+5116"Laminated;(2)Liles of 1/8°A Glass with.090"PVB Interlayer BY KURARAY AMERICA INC. ,yChar,l Integral tin...... ....into Metal-sheet 4,opgon8 8 7/8"Laminated I.G.:3116'T Exterior Cap+318"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with•090°PVB Interlayer "SG"=.090°SENTRYGLASO (#t) 1 4 .dough the frame •-•Into 2X Wood Frame/Bwksh p-sheet 4,option 6 INTERLAYER BY KURARAY of the window...... ,,,,into Metal-sheet 4,option 7 10 7/8'Laminated I.G.:118°T Exterior Cap+7116"Air Space+5116"Laminated;(2)Utes of 1/8"H Glass with.090"SG IMedayer AMERICA,INC. ....into 2X Woad Frame/Buokstrip-sheet 3,option 1 11 7/8°Laminated I.G.:31116"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Utes of 1/8"H Glass with.090"SG Interlayer Flange 11-4 Through the frame....into Concrete/CMU-sheet 3,option 2 12 7/8"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+5/16°Laminated;(2)Liles of 118"H Glass with.690°SG Interlayer (trt) of the window...... ,,,,thro qh IX Bucksttip Into Concrete/CMU-sheet 3,option 3 14 7/8"Laminated I.G.:1/8"T Exterior C +5/16"Air S +7/16"Laminated; 2 Lites of 3116"A Glass with.090"SG Interlayer GLASS TYPES 5,7,11 T 15 into Metal-sheet 3,option 4 Cap Space () y MAY NOT BE USED IN THE 15 7/8"Laminated I.G.:3116"A Exterior Cap+1/4'Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass with.C90"SG Interlayer WM ABOVE 30'. Through the We 2X Wood Frame/Buckstdp-sheet 4,option 5 Integral Fn 'integral 5n...... ....Into Metal•sheet 4,option 8 16 7/8°Laminated I.G.:3/161 T Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass with.090"SG Interlayer (43) 1.4 Through the frame ....Into 2X Wood Frame/Suckstdp-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 Box I ...into 2X Wood Freme/Buckstrip-sheet 3,option 1 Through the frame....Into Concrete/CMU-sheat 3,option 2 Min.Edge �dm •MIN.OF 3 Melenal Mn.F Min.Fu E at-Le 1-4 of the h the frame ....Into Co 1XtelCM -Into Co,credo 2 -sheet 3,option 3 GroupAnchor Substrate r qu g Distance ETHREADS Steel Screw 92 kst 120 ksi P.T.Soul em Pine SG=0.55) 716° BEYOND THE into Metal-sheet 3,option 4 #10 SMS ( METAL 18-8 Screw 60 ksi 95 ksi (steel,1B8 S.S. Steel,A36• We" 0.050" SUBSTRATE. 410 Screw 90 ksl 110 ksi Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) Elco Aggre-Gators 57 ksi 96 ksl A Or 410 S.S.) Aluminum,6063-T5` 3/8" 0.050" "UNGROUTED` 71161-31W MAY BE USED CMU*VALUES SG=O. Elco UnraCorM 155ksl 177 ksl FIGURE B:FRAME TYPES P.T.Southam Pirie( ' 410 SS Eloo CreteFlexO 127.4 ksl 189.7 ksi o 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/6" FOR GROUTED 6063.75 Aluminum Ie ksi 22 ksi 1771 Ungrouted CMU,(ASTM C-90) 2-1/2° 1-1/4° CMU 336 Steel 36 ksi 58 ksi 2 0 • P.T.Southern Pine(SG=0.55) 9/16" 1-No" APPLICATIONS. Gr.33 Steel Stud 33 ksi 45 ksi 2 �p�o 912SMS Steel,A36• 3/8° O.D50' u B (steel,IS-8 S.S. BOX L- Steel Stud,A653 Gr.33• 318" 0.0451°(18 Ga.) �� EgUAL- or410S.S.) Aluminum,6063-7M' 3/8" 0.063" INSTALLATION NOTES,SEE SHEETS 384FOR ILLUSTRATIONS: - LEG Concrete(min.2.85 ksi) 1" 13/4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES C 1/4°Steel Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" 14/4" 2 8 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. o 1/4'Steel CrelefleX Concrete(min.3.35 ksi) 1" 13(4" ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE 114'steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 13/4" VwNDOW. 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1316" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, Q� �� THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE (D-IF-11 ���// (�3}J/ 1/4"steel Cretellex Concrete(min.3.35 ksi) 2-1/2' 1314" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF �J `J U I i By Ungrouted CMU,(ASTM C 90) 2-1/2' 1-1/4" UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED INTEGRAL Lr(( D 114"steel Creteflex P.T.Southern Pine(SG=0.55) 1' 1318" AS 2XARE 1-112"THICK OR GREATER.IXAND 2X BUCKS(WHEN USED) J CHANNEL SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE FIN 114"steel Aggre-Gator Concrete(min.3.275 kal) 1-1/2" 1318" STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 114"steel Aggr&Gatc P.T.Southern Pine SG=0.55 1° 1 6" RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. Grouted CMU,(ASTM 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 a:ALLOWABLE ANCHORS OUGHTHE INTEGRAL FIN as complying with the Florida Min.Edge Min. 4)SEE SHEET 18 FOR OPTIOIJAL EGRESS LOCK DETAILS. Building Code Group Anchor Substrate Distance Frtlhedment° NOA-No. 17.0411.08 LlL Ir/ Rawsed fry. gate: Revlakn: Enptratlon Date 09/24/2020 i E 2-1/7 x.131°Common Nail P.T.Southern Pine(SG=0.55) We" 2-7/18' ��� y LYrd /�/ No CHANGES THIS SHEET. i % pN„ ,,,,N % JR 03/27/17 2.112"Ring-shank Roofing Nail P.T.Southam Pine(SG=0.55) 318" 2.7/16' \� '��.•'LtCENgF ����: AeWsad By: Date: 8avfalon: miamr-D�a Product Control P.T.Southern Pine(SG 0.55) 112" 1310' #10 Trusshead SMSAluminum,e063 T5• 318" 0.050° y� No.50705 (steel,18.8 S.S. Steel Stud,Gr.33" 318" 0.0451'(18 Ga.) *- ® D-aptrca: Draaa Br, GralDs.s.) p i ( GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36' 318" 0.050° -MIN.OF 3 ?I �} 1070 TECHNOLOGY DRIVE P.T.Southern Pine(S(3=0.55) 9116' 1-318" THREADS 0�•., ST E O �� N VENICE,FL 34275 nDa' Gate: #12 SMS Aluminum,6063-T5' 318' 0.063" BEYOND THE x (steel,18-8 S.S. METAL ��S �OR..... ' \e\�: (9a,>..4ag-tfiog HORIZONTAL ROLLER-LM 05/15/15 or 410 S.S.) Steel Stud,Gr.33• 3/8" 0.050" SUBSTRATE. //S/O' EaG� COPncGRrownPoramaMESONo. /// NAL L ALL RIGH78 Haenarvso surfer ode!: scat. Sheat• Drawling No. Ren. Steel,A36• 3/8' 0.050" RJ LvNN W9L' ,P.E. CERT.OF AU71i.#29298 HR-5510 NTS 2 OF 18 MD-HR5510-01 B P.E.#58705 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 OROoR 23 ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE OPTIONQ BUCKSTRIP INTO,SHEETfE/C1AU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHOREDTHROUGH SEE INSTALLATION NOTES SHEET 2 (TYPICAL FOR ALL SEE NOTE 2,SHEET2. SEE TABLE 2,SHEET 2. ANCHOREDTHROUGH EDGE DISTANCE FRAME INTO METAL "XO"OR"OX"SASH 1/4"MAX SHIM FRAMEINT02XWOOD EMBEDMENT 1829 FRAME OR BUCKSTRIP. --�•{ �•�— 1!4°MAX.SHIM 19 16 30 ' SEE NOTE 2,SHEET 2. I 13 25 20 OPERABLE 43 EDGE FLANGE (EMBEDMENT #100R#12STEEL 40 SASH DISTANCE FRAME i i SMS(G5),SEE 37-39 SHOWN JJJ--ILL TABLE 2,SHEET 2. a 2 28 _.ANCHOR_E, 2 ❑❑ 1/4"MAXSIIIM ❑ FIXED 41 Io L 9 EMBE MENTAND 19 LITE o VISIBLE I _ ❑ EDGE DISTANCE PER ❑� �I �'1 LIGHT WIDTH ff""'." a SUBSTRATE,SEE TABLE 2,SHEET 2. O DADE APPROVED MULLION, J 85 87 ��D , ''.1• 29 FBCCOMPLIAM' O0 VISIBLE 42 EXTERIOR ,•.' ALUMINUM/STEEL FRAMING FLANGE LIGHT WIDTH III""���� EQUAL •e OR STEEL STUD.MAY BE FRAME 72 14 q VISIBLE VERTICAL OR HORIZONTAL. SHOWN 24 OR L 0 26 LEO (1)AT MID-SPAN EACH INTERLOCK LIGHT FIXED SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8)TYPICAL FOR ALL FRAME (1)3.1/2"FROM EACH SASH HEIGHT LITE TABLE 2,SHEET "XO"OR"OX"FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILESIMLS �29 \ HORIZONTAL SECTION A-A(OX) 22DRQ 28 BUCK 30 16 19 18 (SEE SHEETS 7-8)TYPICAL HEIGHT EXTERIOR 4 OPERABLE OPERABLE SASH FOR ALL7COX"SASH OPERABLE ^ o 20 _ 0 0 SASH 1�"— 39 VISIBLE 37- �'- 21 OR22 0R23 LIGHT (SEE SHEETS 6-8) HEIGHT •� Ij 28 I' TYPICAL FOR �'�� 41 LJ ALL SASH 18 FIXED VISIBLE o LITE o I VISIBLE 86 I _ 45 47 ❑� LIGHT WIDTH r- ~~"11 LIGHT WIDTH fff� 81 29 FLANGE B7 85 WEEP OPT. 29 15 SHOWN NOTCHES 80 =0 VISIBLE 42 EXTERIOR 3/4"X1/4" 25 R 28 1.1/4°X114" 4 LIGHTWIDTH 72 14 4 2 (SEE SHEETS 6.8)TYPICAL FOR ALL"XOX"FIXED MEETING RAIL BUCK WIDTH 33 1/4"MAx 1' EQUAL-LEG PRODUCT REVISED SHIM HORIZONTAL SECTION E-E(XOX) as complying with the Florida I FRAME Building Code i EQUALLED 11II ITel11L/ATIONASPERSECTIONA-AABOVE SHOWN NOA-No, 17-0419.08 i FRAME SHOWN • ••,•' <• -A TT `,\ QNY NN i�� Revlxd 6y; Dote: RovL9lon: Expiration D e0 /24/2020 •� EMBEDMENT ��, `�•'•�1C15 �Q '� JR 03/27/17 NOCHANGESTHISSHEET. INSTALLATION .• e'•;lam; By Redsed Dy. Data: Revision: Miami-0 a Product Control OPTION 2 ANCHOREDTHROUGH :7t; No.58705 FRAME DIRECTLY INTO •"• CONCREMCMU. EDGE ® D-.dptlen: Drawn DISTANCE VISIBLE LIGHT FORMULAS ��° MATEI � : �� FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHOR TYPE. EQUAL-LITE XO %O'n . Q/�� 1070 TECHNOLOGYDRNE EMBEDMENT1 EDGE VERTICAL' ( •.!`70RIOP••• N VENICE,FL34275 Tit/a: �e DISTANCE PER SUBSTRATE, HWIDTH:BUCK E GHT:B CK WIDTH GGHT 7-1/44" �� r/ONq�ENG� (941)-B 1600 HORIZONTAL ROLLER-LM 05/15/15 SEE TABLE 2,SHEET 2. SECTION B-B '111 t11110% cowruGA"FUG P MSERV rraEs'W_ Sanas/Model: 'N'T: Sh3eet: Dmwing No. Rer. A LYNN MILLER.P.E. CERT.OF AUTH.02MO HR-5510 NTS OF 18 MD-HR5510-01 B P.E.#58705 - J INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OROOR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET (SEE SHEETS 8-8) NOTE 2,SHEET2 ANCHORED THROUGH ` INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X �- EMBEDMENT FINIFLANGE REMOVED) 'XO"OR"OX"SASH WOOD FRAME OR BUCK- _..J_ O STRIP.SEE NOTE 2, HETE --� �+-- 1/41MAXSHIM 19 16 30 16 29 SHEET 2, NCE I 13 28 EDGE 2p 40 OPERABLE DISTANCE J-CHANNEL 910 OR#12 STEEL SASH FRAME SHOWN SMS(G5),SEE37-38 TABLE 2,SHEET 2. (o O 28 I TYP.ANCHOR TYPE, f I�❑ 1/4'MAX SHIM 1 FpED 41 0- I EDGED DISTANCE D 1 `` ..Jl IN LITE �^ SUBSTRATE,SEE�R TYP.ANCHORTYPE, FIN AND/OR ❑ �`� �- LIGHTIWIDTH u TABLE 2,SHEET 2. EMBEDMENT AND EDGE FLANGE MAYBE (SCREW SHOWN) DISTANCE PER SUBSTRATE, REMOVED IN-FIELD 72 O SEE TABLE 3,SHEET 2, a ° jl 65 87 FRFIN AME 13 3 -=-' DADE APPROVED MULLION, nVISIBLE 42 EXTERIOR 0 SHOWN 29 FBC COMPLIANT LIGHT WIDTH ALUMINUNVSTEEL FRAMING 72 24 VISIBLE OR 26 OR 26 14 3 OR STEEL STUD.MAY BE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6.8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL BUCK WIDTH INSTALLATION HEIGHT TABLES 2&3,SHEET z HORIZONTAL SECTION GC(OX) 22 R 23 OPTION 8 (SEE SHEETS 7.8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL 28 29 30 16 18 16 ALL"XOX" (FLANGE MAY BE REMOVED) EXTERIOR T OPERABIF 20 OPERABLE 43 SASH BUCKHEIGHT (� T Q SASH 40 - �H o 0100R#12STEEL VD VISIBLE 1F= 37.38 r� SMS(G5).SEE 21 OR 2 OR 23 LIGHT OPERABLE Q I (I II �` a TABLE 2,SHEET 2, SEE SHEETS 6-8) HEIGHT SASH F1 i �L 28 j Jl TYPICAL FOR ❑ 41 ALL SASH 15 I FIXED _I VISIBLE o LITEo , VISIBLE I_ 88 45 47 ❑� ""777 LIGHT WIDTH LIGHT WIDTH fff'"'��^ F—T] j 60 81 --- FIN 87 FRAME NWEEP CHES 29 29 SHOWN D C---- o 0 42 3/4'X 1/4" 25 0R 26 '1 LIGHTIWIDTH ^72 14TERIOR OO HANNEL I 1-114'X 114" 3 1 (SEE SHEETS 8.8)TYPICAL FOR FRAME f 16 ALL"XOX"FIXED MEETING RAIL SHOWN ILII 33 ❑ r BUCK WIDTH 3 1/4"Max HORIZONTAL SECTION C-C VOX) PRODUCT as REVISED I o f7 SHIM ((11)AT MID-SPAN OF INTERLOCK Building Cod With the Florida INSTALLATION AS PER SECTION D-D ABOVE17-0411.08 FIN FRAME 43 (1)3-1f2'FROM EACH SASH 11 I I I I ill NOA-No. T CORNER AND(1)AT CENTER OF Revined Dota:, ReWlon: SHOWN T SASH STILES/RAILS ,� Qp1`(LYNN �i�� JR Br 03/27/17 Rootw7oESTRIssl+er=r• Expiration D3"9/24/2020 ` /lf TYP.ANCHOR TYPE, ``�•t�. OCEN81':�C� : By EMBEDMENTAND Q: Ravk d W. DOw Revision: Miami-Da Product Con EDGE DISTANCE PER EDGE DISTANCE ••.'P itrol SUBSTRATE,SEE SEE *,' No.58705 TABLE 3,SHEET 2. �1 EMBEDMENTVISLGHT ,O C3fF prawnBy:® Description:INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE, o••QUALILITE,XO&OX)S mo: 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI ANCHORED THROUGH INTEORAL FIN SECTION D-D WIDTH:BUCK WIDTH/2-4-114' ��5 •'F��RIDP,.•'G\=`� N.VENICE,FL 34275 nom' Date' INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-1/4• .,5/ONgL ENS,` CCF IGMop°�w ® HORIZONTAL ROLLER-LM 05/15/15 STRIP.SEE NOTE 2,SHEET 2, v/// A\` RIG Ssrfes/Modaf. Saciae Sheet: Dntwing No. Rev. A LYNN MILLER,P.E. Q.OFAUTH#29298 HR-5510 NTS 4 OF 18 MD-HR5510-01 B REA58705 CE . 1 SILICONE STRUCTURAL �-I 7W NOM. --►{ 7B'NOM. 7/8'N M. —+•I 7/8'NOM. I+-- POLYISOBUTYLENE 114-NOM. WITH DESICCANT KODISPACE 5/16'AIA PVB 5/16"AIA PVB 5116'AIA PVB 5/16"A/A PVB EXT..GLA55 7/16"AIR SPACE 7/16"AIR SPACE 3/6"AIR SPACE 3/8"AIR SPACE TPS 76 4SG 1/8"A GLASS 1/8"T GLASS--\ LASS 3116"A GLASS 3116"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR INT.GLASS ' ' 76-79 76.79 78-79 76-78 4OA MELT BUM BTRS�ONE GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 ' NE 3/16"NOM. . DESICSUPER 718"NOM. �--• —�•I 7/6'NON, 7/8°NOM. �-{ 7V NOEXT.GLA7 SPACERSNXTI I5116"HUHSG 5/16"H/H SG 5/16"HMSG 7/16"A/ASG•7/16"AIR SPACE 3/8"AIRSPACE 318"AIR SPACE. 5116"AIRSPACE .GLASS. 1/8"T GLASS 3116,"A GLASS 3/16°T GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR ALUMINUM I REINFORCEMENT 76-79 76.79 7679 78.79 5116'NOM DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 Fe DURASEAL0EXT.GLASSPACER 12'NOM.GLASS718'NOM. +� 7/8•NOM.76-79 BTTETYP. I VILASS 72 74 7/16"A/ASG 7/16"AIA SG GLASS TYPES 5,7,11 815 ' EXTERIOR 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE ! HVHZABOVE POLYISO- DESICCANT FILL AREA 28 3116'A GLASS--\ 3116"T GLASS--\ BUTYLENE6/16°NOM. 29 76 a EXTERIOR a EXTERIOR GLASS TYPES 10-12 841 16 SEAL SILICONESEAL 29 MAY NOT USEDWITH ROLL-FORMED 1CHANNEL OR INTEGRAL STAINLESS STEE 7a7s T&� •FIN FRAMES ! T'� 33 ^�❑� PRODUCT REVISED U as comp ,n with the Florida EXT.GLASS 79 XL EDGE SPACER GLASS TYPE 15 GLASS TYPE 16 NBuilding Oa-Nome 17.0411.08 n,t Y LY77 RevLaed Br. Date: RoW bn: Expiration Date 09/24/2020 PPN � .. '1 i/ JR 03/27/17 NO CHANOE9 THI99HEET. INT.GLASS tL 'C1ceNSF•'• . BY TYP.GLAZING DETAIL Q: t'P I Roused Br: Date Revhton: Miami-0a roduetContro *.: No.58705 "A"=ANNEALED part& Dascrip9on 61at d.1 'H"=HEAT STRENGTHENED `� c;: ® GAZING DETAILS JJ ROSOWSKI 'P=TEMPERED �� ��.'(� 76 Komme9ing aSG TPS Spacer System "PVB'=.090"TROSIFOL®PVB BY KURARAY AMERICA, ��ip'•., A 0 w 1070 TECHNOLOGY DRIVE 77 Ouenex Supar SpecernXiwlln H9[Mett Butyl See this -SG"=.090'SENTRYGLAS®INTERLAYER BY KURARAY C� '•• ORID?.••'• N.VEMCE,FL 34275 78 Ooenez Dum9081 Spacer M�eAe�s AMERICA,INC, ',�7SS�O INAL��ENG�\` C0'Y=Wa02M7PW� Mt HORIZONTAL ROLLER WINDOW-LM 5115/15 79 Ce9linel XL Edge SDeCe( FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, A LYNNtEII:L P.EALL MGM FtESMWM Sertes/Modet Swb: Sheet Omwing No. Rev: REFERENCE TEST REPORTS:FTL-8717,696888970 SHEET2. P,E.fl6�705 CERT.OFAUTH.t2929B HR-5510 NTS 50F 18 MD-HR5510-01 B I r TABLE 6: Index to All Design Pressure and Anchor Quantity Tables Mex. Mex. Glass Reit. Design Pressure Anchor Duently TABLE 6: TABLE 7: COnfgI' Widh Heigld Type Leal Glass Types Design Pressure(lbslft2) Glass Types Design Pressure(Ibsife) 54 1 B 6 17 9 5-9 for XO or OX Windows 5"8 forXOorOXWmdows 64" 2 7 6 18 9 Relnf,Level R7 All Buck Heights up to 54' Relnf.Level R2 All Buck Heights up to 54' )a 76' 63, S"g 3 8 7 19 10 or (i3' 4 It 8 21 11 All up to 75' +50 f-50 All Buck 76' +651-70 OX 72' 6-8 4 10 6 20 10 up to 7b' up to 76' 76' 76' 10-12 4 1 12 8 22 11 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 14.16 4 12 8 22 11 5-8 3 9 7 23 12 120" e3' 5&0 4 13 1 8 24 13 XOX 78.8 4 74 8 25 14 1�, �„ 10-12 4 15 8 28 15 14-16 4 18 8 27 16 HEADER HEADER i —►� �-- 4-MAX.O.C. O SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH Q 21 FOR WINDOWS WITH 0 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH 7�ANCHOR HEIGHT IN FIGURES APPLY TO ALLIN FIGURES APPLY TD ALL HEIGHT STER DETAIL FRAME TYPES a FRAME TYPES& O O CONFIGURATIONS) Q 21 CONFIGURATIONS) 21 4"MAX.G.C. —►� r-- O Q 0 a �� SILL SILL i. 4-ANCHOR CLUSTER DETAIL SASH WIDTH SASH WIDTH 4'MAX O.C. (J o o MEETING RAIL O e o MEETING RAIL � 021 21 0 21 21 0 ( j JAMB E�um JAMB E OMOR ' T3-LAJNCHORPRODUCT REVISEDSTER DETAIL BBuildi g&1d with the Florida NOTES: NOA-No. 17.0411.08 1)USE THESETABLES FORALLWINDOWS 11111111/" INSTALLED THROUGH THE FRAME OR �� Y N // Revised Dy: Data ReWsiorn Expiration Date 09/24)2020 8'MAX.O.C. INTEGRAL FIN. ``,`��.•••"'•• 'ice CORRECTEDTABLE9. 4'MIN.O.C. 1 2)FRAME DIMENSIONS ARE BUCK WIDTH AND c1;•N ICENSF �� .I R 03!27/17 By BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS Z (� Ravired By. Dote: Ravfsion: Mia 1-0a Pro uct Control PER THE FIGURE _*:r No.58705 3)FOR SIZES NOT SHOWN.ROUND UP TO THE )Ir NEXT AVAILABLE WIDTH OR HEIGHTD � Drum By: DIMENSION SHOWN ON THE TABLE. escApBon: t �� 72-AINCHOR 4)•114-1/2•1/4^AND-1/3-1/3-113'INDICATE THAT -p . A D �u DES(GN PRESSURE TABLESJ ROSOWSKI THOSE STANDARD SASH CONFIGURATIONST �( � 1070 TECHNOLOGY DRIVESTER DETAIL FALL WITHIN THE SASH WIDTH RANGE IN THE 'i •'-ftoRIDP' ���� N VENICE,FL 34276 716a Oct... ADJACENT COLUMN.'CUSTOM'INDICATES ''i ss'/ NA (841)480-tLrbO HORIZONTAL ROLLER-LM 05/15/15 THAT NO STANDARD SASH CONFIGURATIONS 'III�NAL 1E t�� c�yR,c ..irT I sa lkc. Sodor/#odat Secw sheet: Drawing Na. fter. FALL WrrHIN THE RANGE. A.LYNNMILLER,P.E. CERT.OF ALUK#29296 HR-5510 NTS -6 OF 1S MD-HR5510-01 B P.EJI58705 TABLE B: Glees Types Design Pressure(lbrAf) 5•8 forXOorOXwndows Point Lawl R3 A5 Buck Heights up to 83' Ali Buck Widths ' HEADER up to 75' +501-50 SEE TABLE 19 FOR ANCHORAGE O TABLE 9: Glass Types Design Pressure(Ihs/it)for XOX 0 22 5.8 Sash Sash Rdff.LI1\el Con5Range Width lh Win BOWS (n) Window Buck Height . SASH R3 48' 64" BY. HEIGHT 11.391-11.391 +50.0 500 +50.0 •50.8 +50.0 -50.0 3B" '/x-'/i% 12.308-12308 +50.0 50.0 +60.0 50.0 +50.0 50.0 0 22 451/8' 34-x y4 11.391-13.39T +540 •500 +50,0 -50.0 +50.0 S0.D %-%-Y. 13.398-14.683 +50.0 -50.0 +50.0 -50.0 +50.0 SO,D 47.314" Y4-yx-4 11.391-12297 +50.0 50.0 +50.0 -50.0 +50.0 -50.0 %-X-y3 12298-15.558 +50.0 -50.0 +50,0 -50.0 +50.D 50.0 EXI'MOR Custom 11.391-12018 +58.0 50.0 +50.0 50.0 1+50.0 50.0 SILL (� 1� 52.118' X+-Xx-Y, 12017-13.397 +540 50.0 +%01511.0 +50.0 50.0 o %-%-% 13.398.17.018 +50.0 •50.0 +50.0 1 -50.0 +50.0 50.0 m' Custom 11.391-13.397 +50.0 •500 +50.0 50.0 +50.0 50.1) SASH WIDTH 60' Y%% 13.398-15.380 +50.0 •50.0 +50.0 50.0 +50.0 SO.D %-%-'/x 15.361-19.641 +5D.0 50.0 +60.0 50.0 +5D.D 50.0 Custom 11.391-13.397 +50.0 50.0 +50.0 -%0 +50.0 50.D I o MEETING RAIL 75" X.%-% 13.398-19.110 +50.0 500 +50.0 50.0 +50.0 50.11 26 '%--%-Xs 19.111•24.641 +50,0 -%0 +50.0 •58.0 +540 50.0 Custom 18.360-19.397 +50.0 1500 1+50.0 50.0 +49.1• 49.1- 22 22 0 98" y.-%-x 19.398-24.360 +5D.0 -50.0 +50.0 50.0 +50:0 50.0 JAMB ecre�nR Custom 24.361-30.360 +50.0 50.0 +50.0 50.8 +60.0 50.0 0 ' 120° %-h•X, -30.360 +50.0 500 +50.0 50.0 +d41' -09.1' '+50!50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE '•MIN.SASH SIZE=WINDOW WIDTH-5928 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN PRODUCT REVISED IN FIGURES APPLY TO ALL as complying with the Florida FRAME TYPES 8 soliciting Code CONFIGURATIONS) 1\\111 1 I i f l NOA-No. 17-0411.08 i fie ♦`♦�� vted By. Date:N xEx piration Date 09/24/2020 `4••"•" - ESTHISSHEET•CVCENJR 0327/17 NO CHANGE Ey • � ReHsed By: Date: Revtston: Miaml- ro oet G0131101- *7 No.58705 :* 0 / ye Dmorpum: are m Dr. NOTES: a 1� DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. % F '•w: N N. V TECHNOLOGY DRIVE 71tle: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SI2E IS AS PER THE FIGURE. �i�S �R�pP"•('j��� (0VENICE FL94276 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEK7 AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ,���S�ONAL���� ( a emDy wrtrdwsrtdralxG HORIZONTAL ROLLER-LM 05/15/15 4)'114-1@-114'AND'1/3-113-17d'INDIOATE THAT STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH /I I I i I I I t\\ /OimoHrsaEacnsm Seriw/Yeeat� Scc1e: Sheet DruMnp Na Rar: THERANGERA GE. ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER,P.E. CERT.OF AUIH.N29296 HR-5510 NTS 7 OF 18 MD-HR5510-01 B THE RANGE. P.EJI5870D i TABLE 11: TABLE 12: TABLE 13: Glass Types Design (Ibsfftz)for Glass Types Design Pressure bslft2 for Glass Types 9 6&6 sash Deslgn Pressure(Ihslti2)for XOX Windows TABLE 10: 5-8 XO or OX Windows 10.12&14-16 XO or OX Nfindows Sash Width 2 Reini.Ls1sJ Window BUCk Hegtlt Relnf.Level Window Buck Height Reim Level Ccadgumilm Range On) Window Buck Height Glase Types Design Pressure(Ibse) L 4e• 5a• s3" R4 5a" 63' 76• Ra 48° 50• 63• 8-6 forXOor OXWmdows Castam 11.391.13.397 +65.0 -70.0 +65.0 -70.0 +s5.0 -70.0 +65.0 .65.3 I 25-1/7' +850 -70.8 +65.0 -70.0 +65.0 -70.0 25.112' +65.0 -110.0 +65.0 -110.0 +85.0 -110.8 R.10..Level R4 All Buck Heights up to 72' tY-'Y-Y 13393-15.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 •70.0 28" +-6-ED-F--70.0 +85.0 •711.0 +85.0 •7002T +65.0 -110.0 +63,0 -110.0 +65.0 -110.0 fi0" All Buck Widths 36' +650 -70.0 +65.0 -70.0 +65.0 -70.0 x 3G +fi5.0 -110.0 +65.0 -110.0 +85.0 -170.0 v JCmtoma 15.361-19.647 +65.0 70.0 +65.0 -70.0 +85.0 -70.0 +65,0 •70.0 up to 75• +501-50 k 42" +650 -70.0 +65.0 .70.0 +85.0 .70.0 m 42' +850 -110.0 +65.0 -110.0 +65.0 410.0 �� 11.2.91-13397 +85.0 •70.0 +65.0 -79.9 +63.3 -M5 +53.2 33.2 48" +650 -70.0 +65.0 -70.0 a65.0 -70.0 48"' +650 -710.0 +85.0 -110.0 *85.8 -110.0 ' 75• Y-hY 13398-18.110 +65.0 -70.0 +65.0 -70.0 +65.0 36.5 +58.2 182 SEE TABLE 20 FOR ANCHORAGE % -Y 19.111-24641 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 +65.0 36.0 - W. +65.0 -70.0 +65.0 -700 +65.8 •70.0 g W. +650 -110.0 +65.0 -110.0 +85.0 -839 Custom 1&360-19.397 +65,0 -70.0 +59.8 38.8 +555 15.5 +49.1 X19.1 75° +650 •70.0 +65.0 -70.0 +64.3• •84.3• 75" +65.0 -110.0 +65.0 .103.5 +65.0 -800 •4651-70 FOR GLASS TYPES 68 SEE TABLE 22 FOR ANCHORAGE �• -y-Y 19'398-?4'360 +85.0 -70.0 +62.1 421 16.0 +50.3 -57.3 SEE TABLE 21 FOR ANCHORAGE Custom 24.381-30.360 +65.0 -70.0 +65.0 -70.0 +85,0 -67,3 +57.0 17.0 TABLE IS: O 128" Y-X-Y •` -30.360 +85.0 1-70.0 +59.8 39.9 1+55.5 35.5 1+49,1 -49.1 Glass Types Design Pressure(IbsIR2)for XOX HEADER ••MIN.SASH SIZE=WINDOW WIDTH-5938 SEE TABLE 24 FOR ANCHORAGE 10-12 Sash Width Windows TABLE 14: 2 ReinL Level Configuration Window Buck He ht Glass Types Range On) 7&8 Sash Design Pressure(lbs/fe)for XOX Windows R4 ,�. ru4. W. Sash Width dth Custom 17.391-13.397 +65.0 -110.0 +654 -110.0 +65.0 -110,0 Relnf.Level (in) Window Buck Violent 60' Y-Y,-Y 13.398-15.360 +85,0 -110.0 +85.0 -110.0 +65.0 -110.0 R430 48' 54• ex 15.361-19.841 +05,0 -110.0 +65.0 -110.0 +65.0 -110.0 O Custom 11.391-13397 -.65.0 -70.0 +85 0 70.0 +fi5.0 -70.0 +850 70.0 Custom 11.991-13.397 +65.0 -710.0 +05.0 -110.0 +85,0 -110.0 60' Y,-%-Y, 13.398-15.350 +65.0 -7D.0 .65.0 -70.0 +65.0 70.0 +65,0 -70.0 SASH 75' Y-Y-Y 13.398-19.110 +65.0 -110.0 +65.0 -110.0 +85.0 -110.0 HE HEIGHT $ /a-'�-f' 15'361-18.641 +65,0 -70.8 +65.0 70.0 +65.0 -70.0 +65.0 -10-0 Coelom 11.391-13.397 +65.0 70.0 +85.0 -70.0 +850 -70.0 +85.0 -70.0 19.111.24.641 *65.0 -110.0 +66.0 -110,0 +85.0 -110.0 y m Custom 17.841-19.397 +65.0 -110.0 +85.0 -170,0 +65.0• -104.6' O 7S Y+_'Y-% 13.M-119110 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 +65.0 -70,0 z3 Y-Y-Y 19.111-24.641 +65.0 -70.0 +65.0 -78.0 +65.0 -70.0 465.0 -70.0 96' Y+-Y-Y+' 19.398-24.3601+65.0 -110.0 +65.0 -110.0 +65.0• -709.5• Custom 18.360-19.397 +65,0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0• •67.Y Custom 24.361-31.641 +65.0 -110.0 +65.0 -110.0 +65.0 410.0 sfi Y_ Y 1s.ase-za.as0 +ss.a -70.0 +650 -70.0 +e5.7 70.0 +eS.D 3s.e• Y-Yr-Y 29.641-32,515 +65.0 -110.0 +65.0 -110.0 +85.0' -104.6' Custom 24.361-30.360 +65.0 -70.0 +65.0 -70.0 +fi5.0 70.0 +65.0 --70.0 120 Y%-Y 32.518-39.841 +65.0 -110.0 +65.0 •110.0 465.0 -170.0 120 •• -30.380 +65.0 -70.0 +65,0 T0.0 +65,0 70.0 +85.0• 37.2• • �� � SILL /s/a_Y 140• Custom •• -38.647 +65.0 -110.0 +65,0 -110.0 +65.0• -104.6• a •+65/-70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE •465f-110 FOR GLASS TYPE I I&12 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-69.28 WINDOW WIDTH-60.72 a "MIN.SASH SIZE= 2 ••MIN.BASH 52E 2 TABLE 16: Glass Types Design Pressure(Ibs/fe)for XOX SASH WIDTH 14-is sash Sash SECTION DETAIL ReiM,Leel Con§ Windowsgtsatlon Width Window Buck Haight o o MEETING RAIL FOR WINDOWS WITH R4 Ran9a M) 48 54• 1 63' LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +85.0 -110.0 +85.0 -118.() +&5.0 -710.0 - 26 (REINFORCEMENTS SHOWN 60• Y+_+hY 13.398-15.360 +65.0 -110.0 +85,0 -110.0 +65,0 -110.0 0 o IN FIGURES APPLYTO ALL 23 23 FRAME TYPES& Yy-Y-Y 15.381-19.641 +65.0 1.110.0 +65,0 1.110.0 +65.0 -110.0 JAMB O( n CONFIGURATIONS) ®GLASS TYPES 10-12&14-16 Custom 11.391-13.397 +65.0 -110.0 +65.0 -110.0 -65.0 -109.3 ®MAY NOT BE USED WITH PRODUCT REVISED 75' 13.398-19.110 +650 -110.0 +fi5.0 -110.0 *65.0 -702.0 o J-CHANNEL OR MTEGRAL as complying with the Florida Y-Y Y. a FIN FRAMES Y3-Ye=/a 19.111-24.641 +65.0 -110.0 +65.0 -110.0 +65.0 -1029 Building Code NOA No 17-0411.08 ce Custom 17.641-19.397 +65.0 -110.0 +65.0 -110.0 +65,0 -97.4 111117 66' Y-Y,% 19.398-24.360 +65.0 -110.0 +65,0 410.0 +65.0 -32.0 77�� R°��W. Dob: Revhlon: Expiration Dat 0912412020 € ��.• N•.2ii JR 03/27/17 NOCWWGESTHISSHEET. S Custom 24.361-31.841' +65.0 -110.0 +65,0 -110,0 +65,0 478.4 ;� GEN a� U SF-• : Mlaml-D o Product Contra 120° Y-h-Y 29.641-32.515 +65.8 -110,0 +65.0 -109.8 +65.0 -84.9 Q';' •'�'P Rev(sed By. Orate: Revlston: }§-% 32.518-39.641 *65.0 •110.0 +65.0 -705.0 ;+'F"', •8018 �. No.58705 140' Custom -39.641 +65.0 -110.0 +65.0 405.0 +65.0 -80.0 = * !SEE ® DeserrpOm. DroR Be. •• --° ` �STOr�--i"•�� DESIGN PRESSURE TABLES J ROSOWSKI NOTES: � , CI 1070 TECHNOLOGY DRIVE 608., Oste: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. "40RIDP. N.VENICE,FL 34275 3)FRSIZES DIMENSIONS R, BUCK WIOUND P OTHENFBUCK HEIXT GHT (SEE SHEETS WIDTH R EIGHTSASH SVESIONSSHO�ONTHRTABLE. ,���'SS�ONAL ENG\N\ (941HOO-1600 rm'e1DOsrwEaelc HORIZONTAL ROLLER-LM 05/15/15 4)'114-1/2-1/4-AND-1/3.113-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE a�y��l l `�R P E �n��® Serbs/Model• Scute: Sheet: Drmdnp Na. Re, IN THE ADJACENT COLUMN. INDICATESTHATNO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. p.EA 58705 CERT.OFAUTH.#29296. HR-5510 NTS 8 OF 18 MD-HR5510-01 B TABLE 17: Glass Types Anchor Quantities for XO orOX Windows Max.Anchor O.C. Anchor Anchor 5-8 Sash Spacing for"Integral. Group E Group F Width 30"Height 36°Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height Fin"Installation Head E Head £ Head E Head E Head E Head E Head E Head E 3.8° 4' Relnf.Lewes °) &SID 19 &Sill &Sill '° &SIII �° &Sill &Sill 0 &Sill ' &5111 '�° R1 Anchor Group A AnchorGroup C GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED 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 as BuildCOMPing la gewlth the Florida FOR OX WINDOWS(XO SIMILAR): aaDdln d 28" 13.397 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 ANCHOR QUANTITY Noa No. 17A411.08 36" 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 PER JAMB Expiration Date 09/24/2020 $ 42" 2D.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+C3+2 3 By m HEAD AND SILL ANCHOR QUANTITY: Miami a Product Control TION L 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+02+1 3 1+C2+1 3 (2)ANCHORS OF AT THE SCENT o +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 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 1-(2)ANCHORS ATTHE SASH m ADDED NOTE TO ANCHOR 75" 36.897 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 TOTAL OF7ANCHORS AT THE HEAD AND7ANCHORS AT THE SILL. ¢QTY TABLES. Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 _ 25-1R" 12.147 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 SEE ELEVATION,SHEET 1 d Y 06 28" 13.397 1+C2+1 2 1+C2+1 3 .1+C2+1 3 1+C2+1 31 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 — SEE CLUSTER DETAILS,SHEET a u1 c "aa 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 u, ip p o 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 — SEE ELEVATION, E N> 30 LO 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 SEE / X / SHEET1 }n ?v1, a� '2 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 ELEVATION, t9`t 0 SHEETI MEETING RAIL �Cl) Q. uReo = 75" 36.897 2+C2+2 2 2+132+2 3 2+C2+2T3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 LL o oC9 ❑ REPEAT ANCHOR PATTERN AT SILL Z [p N SEE TABLE 6 FOR DESIGN PRESSURE 2 Irj r aa TABLE IB: FOR XOX WINDOWS: II—Z q 0 J� " Glass Types Anchor Quantities for XO orOX Windows ANCHORQUANTITv C3>� Q J 00 5-8 Sash 30"Height 38"Height 48"Height 54'Height 30"Height 36"Height 48"Helght 54"Height PER JAMB Z Loi r � U_ Width Head 'O Head Head •� Head Head Head n Head n Head HEAD AND SILL ANCHOR QUANTITY': J O Reint Level C ) E E E E E E E E 1+133+2+133+1 4Al m &Sill &Sill & Sill &sill M &SIII ° &Sill &Sill &Sol —0 +ACL HTEROF(ESASH +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL R2 Anchor Group Anchor Group +(2)ANCHORS AT THE FIXED SECTION ® m Z � ta05 +A CLUSTER OF(3)ANCHORS CENTERED ATTHE MEETING RAIL Q J 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(I)ANCHORATTHE SASH z TOTAL OF 10 ANCHORS ATTHE HEAD AND 10 ANCHORS ATTHE SILL Of v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 < W Z 7"=s 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o O O o m 47' 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,sHEET1 r z N 48" 23.397 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION, EETtELEVATION,SHEET 1 Q OR r_ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 C � oe11 Iwo sauag 75" 38.897 2+132+2 2 2+C2+2 3 2+132+2 3 2+C2+2 3 SEE ELEVATION, . Y, Anchor Group B Anchor Group D X O X SHEET 1 �`` `(LYNAv 1/,,� 25.1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+132+1 3 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 ELEVATION .•'VQENSF' SHEETI SEECLUSTER \ ••� v 28" 13.397 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 37MEETING RAIL No,68705 DETAILS, * •:*' 38" 17.397 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 REPEAT ANCHOR PATTERN AT SILL SHEETS _ 42° 20.397 1+G2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+G2+1 3 1+C2+1 3 1+C2+1 3 O �srdiEol f �` m NOTES: 3 48" 23.397 1+C2+1 2 1+02+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHTSEE SHEETS 34). 60" 29.397 2+132+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+132+2 3 2+132+2 3 Max.Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES N / 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 for"Integral- Group F SHEETS B 8. 'err ONAL MINIMUM ANCHOR QUANTITIES SHOWN.,ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4" 2)FOR SIZES AVAILABLE WN,ROUND UP TO THE R SIZESHOTS WIDTH OR HEIGHT A.LYNN MILLER,RE COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE. P.E#58705 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.AnchorO.C. 5-8 Sash Spacing for"Integral- 30"Height 36"Helght 48"Helght 54"Height 63"Heigh1I+C2+1 eight 36"Height 48"Height 54'Height 63"Height Fin"Installation Width Head Head Head Head Headd Head O Head Head Head " Reinf.Level fin) E E E E E �E E Anchor Anchor &Silt 8,Sill &SIII &Sill &SIIIII &Sill &SIII &SIII &Sill Group E Group F R3 PRODUCT REVISED Ri Anchor Group A Anchor Group C 3.5 4" as eomplyIng with the Florida 25112" 12.147 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 4 euflding Code Non-No. 17-0411.013 28" 13.397 1+C2+1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+c2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Expiration Date 09/2412020 m .42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+G2+1 4 1+C2+1 +1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+102+1 4 BY m Mlamf-0 ProductContra48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+G2+1 +1 2 1+C2+1 3 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+02+2 2 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDED NOTE TO ANCHOR OTY.TABLES.REMOVED 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+03+2 2 2 2+C2+2 3 2+C2+2 4 2+102+2' 4 2+C2+2 4 GLASS 5 FROM TABLE 20. Anchor Group Is Anchor Group D 25-112" 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+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Lf) Y CO ed 28' 13.397 1+C2+1 2 1+C2+1 3 1+102+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 Cl) "^'a Y 36" 17.397 1+C2+1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+102+1 2 1+102+1 3 1+CZ+1 4 1+102+1 4 1+102+1 4 a o O o ca 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 t+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 o rc ala0 O 48" 23.397 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 y h y n= tlj 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+102+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Uo a a M 2 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+102+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+102+2 4 2+C2+2 4 _1 LL CD N o "k�0 p SEE TABLE 8 FOR DESIGN PRESSURE 2 LU 0 TABLE 20: C)U o' ~< U)wzv Xa W aN Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. r, a Q J '� 6.6LL Spacing for"Integral- o z m o F r Sash 30"Height 36"Height 48"Height 54"Helght. W'Helght 72"Height 30"Height 36"Height 48"Helght 54"Height 63"Helght 77'Height Fin"Installation f— W Width JJ O ead Head Head 'EHead Head nHeadaHead 'gHeadE Head oHead Head Anchor Anchor ReinfLevet ") Headffl HE p 11 &Sill &SRI _m &Sill I &Sill &Sill &Sill M &Sill ' &Sill m A W r &SIII -, &Sill &Slll &Sill Gro E Grou F z O R4 Anchor Group A Anchor Group C 3.7 4'F ® g Q 1a�s 25.112" 12.147 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+102+1 5 1+102+1 5 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 5 1+102+1 5 CY H Z v 28" 13,397 1+C2+1 2 1+102+1 3 f+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 21 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 5 1+C2+1 5 a W 36" 17,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+102+1 5 1+q+1 5 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 o p O o m 42" 20.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+102+1 4 1+q+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+102+1 4 1+102+1 4 1+103+1 5 1+103+1 5 U � Lb 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+q+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+103+1 4 1+q+1 5 1+03+1 5 Q O= IY 60" 29.397 2+C2+2 2 2+102+2 3 2+C2+2 4 2+C3+2 4 2+q+2 6 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+q+2 51 2+C4+2 5 NOTES: _ 1)FRAME DIMENSIONS en1 'asa0 saua 75" 36.897 2+C2+2 2 2+102+2 3 2+q+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+104+2 5 2+C4+2 5 ARE BUCK WIDTH AND 11 fill,/ Anchor Group B Anchor Group D BUCKHEIGHTSHEETS 3-4).SASH SIZE IS 25112" 12.147 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 511+C2+1 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+102+1 5 AS PER THE FIGURES ON _��' vICENSF•�!� 16 28' 13.397 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 6 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5SHEETSEB.36" 17.397 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 5 1+q+1 5 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 5 1+q+1 5 2)FOR sizes NOTNo.58705 SHOWN,ROUND LLP TO m42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 6 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+ 3+1THE NEXT AVAILABLE48" 23.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+103+15 wIOTH oR HEIGHr , saTE F �DIMENSION SHOWN ON .(� 4- 60" 29.397 2+C2+2' 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 THE TABLE.75" 38.897 2+102+2 2 2+102+2 3 2+103+2 4 2+103+2 4 2+104+2 5 2+C4+2 5 2+102+2 3 2+q+2 4 2+103+2 4 2+C4+2 5 2+104+2 5 3)SEE 'SS10IVALIE�G��` SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A.LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUSTALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. RE#58705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O,C. Anchor 6-8 Sash Spacing for"Integral- Group F 30"Height 38"Height 48"Height 54"Height 63"Height 30'Height 36"Height 48"Height 54"Height `63"Heighi Width Head E Head Head E Head Head E Head Head E Head E Head E Head Fin"Installation q" Reinf.Level (In) &SII &Sill - &Sill &Sill &Sill ' &Sill ' &Sill -- &Sul - &SII - &Sill �° R4 PRODUCT REVISED Anchor Group A Anchor Group C25 complying with the Florida Building Cade 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOA-Na. 17-0411.08 ftlN48- 13.397 1+C2+1 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 4 Expiration Date 09/24/2020 917.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By B20.397 NotAilowed 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+7'-4 INiam ad roduc Control 023,387 1+C2+1. 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m ADDED NOTE TO ANCHOR29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 QTY.TABLES. 36.887 2+C2+2• 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D 25-112" 12,147 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2r1 4 1+C2+1 4 1+C2+1 2 1+C7+1 3 t+C2+1 4 1+C2+1 4 1+02+1 4 z r Y m 28" 13.397 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 0 ,r 36" 17.397 1+02+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+C2+1 4 1+C2+1 4 > N p O/ o m 42" 20.397 1+C2+1 2 1+C2+A13 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 11 W elea � � a 48" 23.397 1+C2+1 2 1+C2+ 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 -� �60' 29.397 2+C2+2 2 2+C2+ 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 -175" 36.897 2+C2+2 2 2+C2+ 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+132+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 41 2+C2+2 141 z LL 0 R L 0 SEE TABLE 11 FOR DESIGN PRESSURE ()(.)6 _ Lu < LU oN TABLE 22: GLASSF'-•Z (D J 'JMD O J Glass Types Anchor Quantfies for XO or OX Windows 10.12&&14-16 1416 MAY r`>� a_ LD co 10-12&14-16 Sash NOT BE USED z S t— u- Width 30"Height 35'Height 48"Height 54"Height 63"Heighl 76"Height 30"Height 36"Height 48'Helght 64'Height 63'Height 76'Height WITH J-CHANNEL } W Head Head Head E Head E Head E Head Head E Head E Head Head Head Head ' FRAMES I— J — Reint Level (in) FRAMES &Sill &Sill &SIII ' &Sig M &Sill M &Sill &Sill &SIII &SIII &Sill &SIII &Sill m Zof i v R4 Anchor Group A Anchor Group C ® � < J F 25-1/2' 12.147 _ 1+C2+1 121 1+C2+1 3 1+C2+1 41 1+C2+1 41 1+C2+1 5 1+C3+1 15, U+ F z 9 28" 13.397 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 '5 1+C3+1 5Q Z Y 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 5 0 m N 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 6 U0 Lo 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 Q y2 2 60" 29.397 2+02+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5NOTES:' eli'1 'asad seas 75' 36.897 2+C2+2 2 2+C2+2 131 2+C3+2 4 2+C4+2 4 2+C4+2 161 2+C4+2 5 1)FRAME DIMENSIONS v� ARE BUCK WIDTH AND �.`` NY LYIV Anchor Group B Anchor Group D BUCK HEIGHT(SEE .•• ••'••Ntil/ 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 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+G3+1 5'SHEETS 3 4).SASH SIZE Is �1�•' vSCENSF AS PER THE FIGURES ON _� Q, •%�� 28" 13,397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+.1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS6s. _ No,58705 _ Y 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 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT _-0 SHOWN,ROUND UP TO Q:= m 42" 20.397. 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+04+1 5 1+C2+1 2 1+C2+1 3W1+C3+l 1+C3+1 4 1+C3+1 5 1+04+1 THE NEXT AVAILABLE %048" 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+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 5 •1+C4+1 5 WIDTH OR HEIGHT60' 29.397 2+C2+2 2 2+C2+2 3 2+q+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+G2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 5 2+C4+2 5 THETABDIMENSIOE.SHOWNON %75' 36.897 2+C2+2 2 2+�+2 3 2+C3+2 q 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C4+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9FOR A iNA11E,vv` SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MILLER,P.E. I MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. P.E.N 5870.5 f I TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE KW.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities forXOX Windows 5-8 Sash 24-Height 30'Height 36•Height 48"height 54'Height 63'Height 24'Height 30•Haight 36•Height 48'Height 64"Heigh 63'Height Sash Wdth Configuration a a a a a a a a a a a Range(in) Head&Sill head 8 Sill Head&Sig Head&Sill E Head&SI9 E Flead 8 SII/ E Head&S01 E Head 8 Sill E Head 8 Sill E Head 8 SII/ Head&Siil E Head 8 Sill E Refnf.Letet ,arm ,gym •mom ' ' ' R3 Anchor Group A Anchoi Group C PRODUCT REVISED 35-1/4' -�-"/a 11.391-11.391 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+02+0+C1+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1tC2+0+C2+1 4 1tC2+6rC2+1 4 as complying with the Florida Butlding Code 38' Ya-)i--M 12308'-12308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 i+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+04C2+1 2 1+CL+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 NOA-No. 17-0411.08 451/8" Y-y-Y 11.391-13.397 4+C2+0+C2+1 2 1+C2+D+CZ+1 2 1+C2+0+CZ+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C240+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+q+1 4 1+C2+0+C2+1 4 1+q+O+C2+1 4 Expimtion Data 09/24/2020 1 -Yi-Ya 13.398-14.683 1+C2+0+C2+1 2 1+02+011;2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+4 4 1+02+0+02+1 4 1+C2+0+C2+1 4 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+C2+0+C2+1 4 1+02+0+C2+1 4 B Y4-%-y4 11.391-12297 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+14C2+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+C2+1+C2+1 4 y 47.114- Mlaml-Dade roduct Control Y.-'N-% 12298-15.558 i+C2+O+C2+1 2 1+C240+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+OtC2+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+C2+0+C2+1 4 1+C2+0+C2+1 4 I+C2+O+C2+1 4 Custom 11.391-12016 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+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+02+1+C2+1 4 52-1/B• y,-%-y4 12.017-13.397 1+C2+1+C2+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+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+C2+1+C2+1 4 m ADDED NOTE TO ANCHOR a QTY.TABLES. Y %-}3-% 13.398-17.016 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+02+0+(2+1 4 1+Cx+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+q+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C1+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 NC2+1+C2+1 4 to 60' %-%-Y+ 13.398-15.360 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+02+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+14C2+1 2 1+C2+14C2+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 c3z CQ . Y m Ya-'h-Ya 15.361-19.641 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 2 1+C2+D+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 vi � II Custom 11.391-13.397 1+02+3+C2+1 2 1+C2+3+12+1 2 i+C2+3+C2+1 3 1+C2+•3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2t3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 w o �p i v 75' '/a-YrY 13.398-19.110 1+12+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+CZ+2+C2+1 4 1+C2+2+C2+1 2 1+02+2+02+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C1+2+C2+1 4 1+C2+2+C2+1 4 0 O i -'�-}� 19.111-24.841 1402+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+02+1+C1r1 4 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1402+1+C2+1 4 }n z LID N a7e0 Custom 1&360-19.397 1+02+3+C2t1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+ +3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 14C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 0 v rc 7 [:12 Y,%-Y. 19.398-24.360 1+02+3+C2+1 2 i+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+CS+3+C3+1 4 1+C2+3+C2+12 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+34C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 co Custom 24.361-30.360 1+C242+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+121+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1402+2+C2+1 4 Z uJ-m No0 Y-Y.-Y. " -30.360 1+02+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+CS+3+C3+1 4 1+C2+34C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+02+1 4 1+02+9+C2+1 4 1+02+3+02+1 4 V V o ®W (� e I Anchor Group B Anchor Group D 1W-•Z (D¢ Jco D 35.1/4' %-%-Ya 11.391-11.391 1+C2+0+02+1 2 14C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+02+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 211+C2+0+(2+1 211+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C240+C2+1 4 0 i ¢ J 00 3W Y3-36-% 12308-1230B 1+C2+0+C1+1 2 1+C240+C2+1 2 1+C2+0+C2+1 3 1+CZ+D+Cx+1 4 1+C2+0+C2+1 4 1+C2+O+C1+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C1+0+C2+1 4 1+C2+0+C2+1 4 i4C2+0+C2+1 4 Z m V � � �- y%-Y, 11.391-13.397 1+02+0+C2+1 2 1402+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C1+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 W Q 45-1/8" J Yi-)�-Ya 13.398-14.683 1+C2+0+0241 2 1+C240+C2+1 21+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1402+0+C2+1 2 1+C2+0+C2+1 31+C2+0+C2+1 4 14C2+0+C2+1 4 1+C2+O+C2+1 4 O CV Y% 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 3 1+C2+1402+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+C2t1 3 1+G2+1+C2+1 4 1+02+1+02+1 4 1+C2+1+02+1 4 ® N Z laeys 47.9/4' -y 12298-15.558 1+C2+O+C1+1 2 1+C2401C2+1 2 1+C2+0+C1+1 3 1+C2+D+C241 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+G2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 14C2+O+C2+1 4 2 < J Custom 11.391-12.016 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 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 14C2+1+C2+1 4 CY Z 52-116• Y%-Y. 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 $1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+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 Z along Y3�Y 13.398-17.016 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+O+C2+1 4 1+C2+0+C2+1 4 1+CL+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 p = 0 � LO Custom 11.391-18.397 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+Y+CL+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2M 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 U Y/Yr% 13.398-15.350 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C•2+1 4 1+C2+1+CZ+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+14C2+1 4 1+C2+14C2+1 4 14C2+1+C2+1 4 Z O v "-% 15.381-19.641 1+C2+0+02+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+04C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1tC2+0+02+1 2 1+C2+D+02+1 2 1+C2+O+C2+1 311+C2+0+02+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 Q = Z Custom 11.391-13.397 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+C2+3+02+1 4 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+C2+3+C2+1 4 apt •asa0 seuas 75' YY,-Y, 13.398-19.110 1+G2+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 1+C2+2+C2+1 2 1+C2+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 %--%% 19.111-24.841 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+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+C2+1+CZ+1 3 1+C2+1+C2+1 4 1402+1+C2+1 4 1+C2+1+C2+1 4 `J,��Q.••• /(�� Custom 18.380-18.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 14C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 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+02+1N+1 1 4 `. P�;•• LICENSE••������ 98" Y44-%-% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 i+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 1 4 No.58705 •� = _ Custom 24.381-30.380 i+C2+2+02+1 2 1+C2+2+02+1 2 1+02+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+q+1 4 1+C2+2+C2+1 4 1+02+2+02+1 2 1+02+2+02+1 2 1+C2+2+C2+1 3 1+02+2+C2+1 4 1+C2+2+C2+1 1 4 - �q �{. •*' 120' %-Y-'/a -30.360 1+C2+3+C2+1 21+C2+3+C2+1 21tC2+3+C2+1 31+C2+3+C2+1 41+C2+3+C2+141+C2+3+C2+1 4 1+C2+3+02+121+C2+3402+121+02+3+C2+1 31+C2+3+02+141+02+3+02+1 4 p: 7AZ' F-y S tE-MIN.SASH SIZE=WINDOW WIDTH-592SEE TABLE 9 FOR DESIGN PRESSURE 8 NOTES: �T••. R Max.Anchor O.C. Anchor Anchor 2 SAF HSS ZE IS AS PIER THE FIGURE ONS SHEETS 6 8ONSARE BUCK WIDTH AND K HEIGHT(SEE SHEETS 3-0). �i�31S,.�OR. NG��� Spacing for"Integral- Group E Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 7/7jONA11110,1 Fin"Installation3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES, 2 8" 4" 4)'114.1/2-114"AND-1/3AM-113'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.#58765 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 -T- 5&6 Sash 24°Height SO•Height 36•Haight 48°Height 64"Height 83"Height 24"Haight 90°Height 36°Height 48•Height 54°Height B3"Height Sash Width Cordgura6en a a a a a a s a a a a a Remi level Rarea M) Head 8 Sill Heed 8 S01 Head 8 S91 Head 8 S01 Mead 8 Sill Head 8 SUI Head 8 SIII ' Heed 8 6i0 Heed 8 S81 Head 8 Sill Heed 8 Sill Head 8 Sill R4 P PRODUCT REVISED Anchor Group A Anchor Group C as complying with the Florida 36 114° 33-'%-Y3 11.391-11.391 1+C2+0+02+1 2 1+C2+0+C2+1 2E,4 2+0+C2+1 3 1+02+0+02+1 4 1+C2+0+02+1 4 1+C2+O+CL+1 4 Building Cade t 1+C2+O+C2+1 2 1+C2+0+C2+1 22+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 NOA�Io. 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AON SHEETS nchor ` MIN.SASH S¢E= 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCKHEIGHT(SEESHEETS3-4). :��s'.'ZORIO?-.•' CC��� Spacingfor"Integral. Group 2)FOR SIZES NOT SHOWN.ROUNSASH SIZE IS AS PER THE D UP TO THE EXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. '���s�ONAL 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. I//,,I 1 1111 Fin"Installation 4" 4)•1/4.1/2-1/4"AND°113.113.1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALLWITHIN THESASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN,"CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P EJI68705 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 Configuration Width Range(m) Heed&Sill E Head&Slll Head&SOI E Heed&Sill m Heed&SOI E Read Level Head&S91 Head&SRI E Head&SillE Heed&Sill Head&SBI Head&S01 Head&Sill ' �" R4 PRODUCT REVISED Anchor Group A Anchor Group C as eomping with the Florida 35-1/4' �%-Yt 11.391-11.391 1+CZ+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Building ode NOA-No. 17-0411.08 38° Y.-Y,-Ya 12.308-12.308 1+C2+O+C2+1 2 i+C2+0+C2+1 2 1+C2-0-C2+1 3 1+C2+0+C2+1 4 1+432+O+432+1 4 1+432+O+432+1 4 y_y_/+ 11.391-13.397 1+C2+0+C2+1 2 I-c2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 HC2+O+C2+1 4 Expiration Date 09(24/2020 45-118" 398-14.883 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+432+0+C2+13 1+C2+O+C2+1 4 1+432+0+C2+1 4 1+C2+0+C2+1 4 13. -y 11.391-12M7 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+i 3 1+C2+1+O2+1 4 1+C2+i+C2+1 4 1+C2c1+C2+1 4 Mlaml-oa Product Control 47-314' -35-h 12299-15.558 i+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+o+C2+1 4 1+C2+0+C2+i 4 JS Custom 111.391-12216 1+C2+1+C2+1 2 1+CZ+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 T ADDED NOTE TO ANCHOR s 52.1!8° Yz-y/+i_ 12.017-13.397 1+C2+1+C2+i 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 i+C2+1+C2+1 4 ' QTY.TABLES. 3J-A.% 113.398-17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Be Custom 11.391-13397 Not Allowed 1+C2+1+C2+1 21+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 U. LO m g 60" Y4-Yj-% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C241 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 z Z c + 15.361-19.641 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+O+C2+1 4 1+C2+0+C2+1 4 ILL) ` 35--/-Yi Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+G2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 N o O 0 0 + + 1+C2+2+C2+1 2 1+C2+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 I t 7s° /_y2_/+ 13.396-19.110 ❑ ow area O Lo JS-y 19.111-24.841 1+432+1+432+1 2 1+432+1+432+1 2 1+432+1+432N 3 1+432+1+432+1 4 1+432+1+432+1 4 1+432M+432+1 4 N r9U) custom 10.300-19.397 FI+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+C2+3+C2+i d98" Y4-yz-% 19.398-24.360 3+(x+1 2 1+C2+3+C2+i2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+34C2+1 4 1+q+3+C3+1 4 OLL00 c�Custom 24.301-30.380 2+432+1 2 1+432+2+432+1 2 1+L7+2+432+1 3 1+432+2+432+1 4 1+C2+2+C2+1 4 1+p+2+03+1 4 T m 120' Y-%-% " -30.380 3+432+1 2 1+432+3*432+1 2 1+C2+3+C2+13 1+C2+3+C2+1 4 1+432+3*G2+1 4 1+C3+3+433+1 4 U U6 WAnchor Group8 Anchor GroupDco 35-1/4' Ys-)9% 11.391-11.391 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+U+C2+1 40+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 ti .� < I 38" Y3-%-3j 12.308-12.308 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+O+G2+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+o+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 z v LL y,-Y,-Y, 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+G2+1 3 i+C2+4+C2+1 4 1+432+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+432+1 3 1+432+0+(2+1 4 1+432+0+432+1 4 1+432+0+432+1 4 J O j 45-118° -Y-, 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 31+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 2 1+432+0+432+1 2 1+432+0+432+1 3 1+432+0+432+1 4 1+432+D+432+1 4 1+432+0+432*1 4 i,,.° Q r Y_+Yi% 11.391-12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1402+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+C2+1+C2+1 4 0 z of laayg 47 3/4° 12.298-15.558 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+C2+DrC2+1 4 1+C2+0+432+1 4 i+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+o+c2+1 4 D Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+12 1+C2+1+C2+1 3 1+C2+1+C2+1 4,1+C2+1+C2-14 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C20-C2+1 3 1+C2+1+G2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 U' ia- Z t + 1 + + + 1 + + + ++ 4 + + + z elo0g i ..-. 4 52-118" Y+-Y.-/ 12.017-13.397 1+C2 HC2 1 2 1+C2+HC2+1 2 1+C2+1+C2+1 9 1+C2+1+C2+1 4 1+C2+1+C2 1 4 1+C2+1+C2+ 4 1+C2+1+C2+i 2 1+C2+1 C2+1 2 1+C2+1+C2 1 3 1 CZ 1 C2 1 4 1+C2+1 C2 1 4 1+C2 1+C2+1 4 %-%-A 113.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+432+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+O+CZ+1 4 O = O m Custom 111.391-13.397 1+432+1+432+1 2 1+C2+1+(32+1 2 1+432+1+C2+1 3 1rC2+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+432+1 4 1+C2+1+C2+1 4 60" Y-M-Y 113,398-15.360 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C2+HH C2+1 3 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+C2+1+C2+1 4 O z O Y3-Y% 15.361-19.641 1+C2+O+C2+1 2 1+C2+D+G2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C3+O+C3+1 4 1+02+0+,(`2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 ¢ _ Custom 11.391-13.397 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+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+34C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 HC2+3+C2+1 4 1+C2+3+432+7 4 a11u rosa0 sapa5 i 75' 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+G3*2+q+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+i 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Y,Y1-% 19.111-24.641 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+q+t+C3+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+C2+1+C2+1 4 ���� NY LYlyN• /.,� Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C2+3+C2+1 41+C2+3+C2+1 4 1+C3+3+C3+1 4 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+C2+3+C2+1 4 Pa.. UCEN3F•.�((�� 96' %_Yi.% 19.398.29,360 1+432+3+CZ+1 2 1+432+3+432+1 2 1+432+3+432+1 3 1*432+3+432+1 d 1+432+3+432+1 4 1+C3+3+q+1 4 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+C2+3+C2+1 4 No,5 •'� Custom 24.361-30.360 1+G2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2*432+1 311;H+2+432*1 4 1*432+2*432+1 4 1*433+2*q*1 4 1+432+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+.432+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+G2+1 4 *:• 8705 i ? 1 120' %-%-% -30.3e0 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+432+1 4 1*432+3+432+1 4 1+C3+3+q+1 4 1+C2+3+C2+1 2 1+432+3402+1 2 1+C2+3+432+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 6 1+CN3+432+1 4 - i SEE TABLE 14 FOR DESIGN PRESSURE •• SiA E' '� ;:��` I WINDOW WIDTH-5928 j MIN.SASH SIZE= NOTES: T F t 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE 'i(� 40 Max.Anchor O.C. Anchor S RIDP•, i Spacing for"Integral- Group 2)OR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.GURES ON SHEETS 68. '///S�ONALIENG`\��� Fin"Installation 3,7" 3)SEE SHEET 9FOR AGUIDE TOUSINGTHESE TABLES. 4)'1/4-1/2-1/4'AND"1/3-113.113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,PA- IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.H 68705 l TABLE 26: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Glass types Anchor Quantities forXOX Windows 10.12 Sash 24-Height I 30`Heigh 38"Height I 48"Heigh I 54'Height 63"Hefghl 24"Height I 30"Height I 36'HeI9h I 48"Height 1 54'Height W-Height Sash Width ReM Lml Contguration Range(in) Head&SIII JEj Head&SIII E Head&SIII ' Head&SBI Head&Sill Head&SBI ' Head 8 SRI ,� Head 8 SII Head&SII � Head&Sill E Head&SBI E Head&SBI R4 Anchor Group A Anchor Group C 95.7/4' Y-Y-Y 11.381-11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3MI+C2+O+C2+1 2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 PRODUCT REVISED 112.308-12.308 1+C240+C2+1 2 1+C2+0+C2+1 2 1+02+O+C2+1 3 +1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 as Building cod with the Florida Bunon9 Code -;5-% 11.391-13.397 1+C2+O+C2+1 2 1+02+0+(2+1 2 1+C2+O+C2+1 32+1 4 1+C2+0+02+1 4 1+C3+0+C3+1 4 NOA-No. 17.0411.08 45-118` a 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 +1 4 1+C2+O+C2+1 4 1+p+O+C3+1 4 fa-Y-/s 13.388-14.683 F�cplratlon Date 09124/2020 ''Y-Y-Y 11.391-12297 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 32+1 4 1+03+O+p+1 4 I+C3+O+c3+1 4 47 4' gat2+0+C2+1 2 1+02+0+02+1 2 11+(2+O+C2+1 3 , 4 t*03+03+03+1 4 1+p+0+q+1 4 DIf12298-15.558Miami--D Product Control Custom 11.391-12.016 1+C2+O+CZ+t 2 1+C2+O+C2+1 2 1+02+0}C2+1 3 +1 4 1403+0+C3+1 4 1+C3+O+C3+1 4 62-118' Y,%-%+ 12.017-13.397 1+C2+Dr C2+1 21+C2+0+C2+1 2 1+C2+O+CZ+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C3+0+03+1 4 Y3-M-% 13.398-17.018 i+C2+0+C2+1 2 1+(2+0+C 2+1 2 1+C2+D+C2+1 3 1+C2+O+C 2+1 4 1+03+0+C3+1 4 1+C3+D+C3+1 4 m ADDED NOTE TO ANCHOR 'S 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3EI+C,2+Z+C2+11+1 q 1+03+2+C3+1 4 t+C3+2+C3+1 4 z2 OTY•TABLES.Custom 11.391-13.39760' '/+-% 13.388-16.360 NOI AIIDWed 1+02+1aC2+1 2 1aq+2+C2+1 2 1+C2+2+C2+1 31 4 1+03+2+p+1 4 1+C3+2+C3+1 4Ys-%-% 16.361-19.641 1+C2+0+C2+1 2 1+C2+03+(2+1'2 1+C2+0+C 2+73 +11+p+0+C3+1 4 1+C4+0+Ci+1 4Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31 4 1+p+3+C3+1 4 1+C3+3+C3+1 4 Z1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1 4 1+03+3+03+1 4 1+C4+3+04+1 475" �-/a-/a 13.398-19.110 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+p.1 31 4 1+C4+0+CA+1 4 1+Cq+0+CA+1 4 0 O Y-Y 18.111-24.841 0stom7.64118.397 t+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 +1 4 Hp+4+03+1 4 1+C4+4+04+1 4 O =ioa U) r 96" y-'/r'/e 11.398-24.960 1+C2+3+(2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+4+C3+1 4 1+C3+4+03+1 4 1+C4+4+C4+1 4 }U) z y j i+C2+2+C2+1 2 2+02+2+02+2 2 2+C2+2+03+ 3 2+03+3+03+ 4 2+03+3+03+ 4 2+C4+3+C4+2 4 C9 CV F-w II -Y-Y124.361-31.041 C7 0: =/% 21.841-32515 2+03+3+C2+2 2 CL 2+02+3+(2+2 2 2+02+3+02+2 3 2+pa4+pi 4 2+03+4+03+2 4 2+C4+4*CA+2 4 0 1120" Y 32.516-39.641 2+C2+2+02+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+q+2 4 2+C4+3+CR+ 4 2+C4+3+G1+2 4 Z tai� N MO10 140" Custom -39.641 2+C2+3+C2+2 2 2+02+3+02+2 2 +p+3+C2+2 3 2+03+4+03+ 4 2+CA+4+C4+ 4 2+O4+4+C4+ 4 V LL o xco u t Anchor Group B Anchor Group D W Z co LU 'cN ? 35-1/4' Y-X-Y 11.391-11.391 1+C2+O+C2+1 2 1+C2+0+(2+1 2 1+C2+O+CZ+1 3 I+2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+02+1 4 1+C2+D+C2+1 2 1+02+0+02+1 2 t+C2+0+(2+1 3 1+(2+0+(2+1 4 1+02+WC1+1 4 1+(2+03+02+1 4 o W J J O� I 38' %-M-Y 12.308-12.308 1+C2+D+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+o(m+1 2 1+C2+W C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 0 7Z v n• r LL Y-Y-Y 11.391-13.397 1+C2+0+C2+1 2 1+02+O+C2+1 2 1+G2+D+C2-1 3 1+C2+0+C2+1 4 1+C3+0+03+1 4 1+03+0+03+1 4 1+C2+O+C2+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 ti LLL o 45-118" %-Y-% 13.398.14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 I+p+D+C3+1 4 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+LZ+D+C2+1 4 1+C2+0+C2+1 4 1+q+D+C3+1 4 J Y-Y-Y 11.391-12.297 1+C7+O+C2+1 2 1*C2+D+C2+1 2 1+C2+O+C2+i 3 t+C2+0+02+1 4 1+03+0+03+1 4 1+C3+D+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C2+D+C2+1 4 1+C3+D+C3+1 4 1+C3+D+C3+1 4 W F" r 47 /4" Z i==ns Y 12288-15.558 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C3+0+C3+1 4 1+03+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+t 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C3+Drp+1 4 1+03+O+C3+1 4 ® Q J U) Custom 11.391-12.016 7+02+O+C2+1 2 1+02+0+02+1 2 1+pr0+C2+1 3 1+p+03+03+1 4 1+03+O+p+1 4 1+03+03+03+1 4 1+C2+D+C2+1 2 1+02+0+02*7 2'HC2+O+p+1 3 1+q+0+q+1 4 1+q+WC3+1 4 1+p+Wq+1 4 52-1/8' %Y•Y 12.017.13 397 1+C2+0+C2+1 2 J+C2+0+02+1 2 1+C2+O+C2+1 3 t+C3+0+q+1 4 1+C3+0+C3+1 4 1+03+0+03+1 4 1+C2+0+p+1 2 I+C2+0+02+1 2 1+C2+p+C2+t 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 g Y-Y-Y 13.398-17.016 1+C2+0+C2+12 1+(2+0+1:2+1 2 1+02+0+(2+1 3 1+03+03+03+1 4 1+p+O+q+1 4 i+p+0+03+1 4 1+02+03+(2+1 2 1+C2+O+G2+1 2 1+G2+O+C2+1 3 1+(2+0+(2+i 4 1+p+O+p+1 4 1*03+0+03+1 4 ¢ z al=ag Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+i 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 1+C3+2+C3+1 4 1+03p+1 C2 03 p +2+ 4 1+C2+2+C2+1 2 1+C2+2+ +1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+ +1 4 1+ +2+03+1 4 0 O m 60" 7111-1413.388-15.360 1+C2+2+C2+t 2 1+C2+2+C2+7 2 1+C2+2+C2+1 3 1+q+2+C2+1 4 1+C3+2+03+1 4 1+p+2+030 A 1+02+1+C2+1 2 1+C2+1+p+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+03+1+p+1 4 1+03+t+C3+1 4 () W t� A-34-Y3 116.361-18.641 i+c240+c2+1 2 1+02+0+02+1 2 1+c2+0+c2+1 3 1+q+0+p+1 4 1+q+0+p+1 4 1+C4+O+C4+14 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 I.C3 O+C3+1 4 1+C3+0+03+1 4 1+C4+0+C4+i 4 v Z Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 J+p+3+03+1 4 1+03+3+03+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+4 3 1402+3+C2+1 4 1+03+3+C3+1 4 1+03+3+03+1 4 Q Z = 76' Y1Y-Y 13.398-19.110 i+C2+2+C1+1 2 t+C2+3+C 2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+03+3+C3+1 4 1+CA+3+CA+1 4 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+(2+1 3 t+C3+2+C3+1 4 1+p+2+03+1 4 1+C4+2+3A+1 4 anal O6Ja SD1°g Y-Y-Y 119.111-24.641 1+C2+0+02+1 2 1+C2+0+02+1 2 1+C3+0+C3+1 3 1+p+0+C3+1 a t+C4+0+C4+1 4 1+C4+0+C4+1 4 1+(2+1)+02+1 2 1+02+0+C2+1 2 1+q+0+C3+1 3 1+C340+p+7 4 1+N+D+G4+1 4 1+C4+0+C4+1 4 a 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 I+C3+4+03+1 4 1+(�+4+C3+1 411-0,1+4+C41 4 t+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+p+4+C3+142+C4+4+C4+2 C4+4+CA+1 4 ��a�NY•L...... 98' Y4-%-Y418.388-24.360 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+03+t 4 1+C4+4+CJ4+1 4 1+02+2+02+1 2 1+02+3+02+1 2 1402+3+02+1 3 1+C3+3rq+1 4 1+q+3+03+ C4+3+CA+1 4 \CENSE•.,��� 24.361-31.641 2+C2+2+C2+2 2 2+02+3+(2+ 2 2+02+3+C2+2 3 2+p+3+p+2 4 2+C3+3+C3+ 4 2+CA+3+C4+ 4 1+C2+2+C2+1 2 1+(2+2+(2+1 2 1+C2+2+C 2+1 3 1+C3+2+03+1 4 1+C3+2+C3+ CA+2+C4+1 4 29.641-32.515 +C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+03+4*p+2 4 2+03+4+p+ 4 2+C4+4+C4a2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+G2+3+02+2 3 2+03+4+03+2 4 2403+4+q+ C4+4+04+2 4 -7/C' Mo.5870120" CA32.616-39.841 2+(2+3+C2+2 2 2+02+3+02+ 2 2aC2+3+0x+2 3 2+03+4+p+ 4 2+C4+4+C4+2 4 2+C5+4+C5+2 4 2+C2+2+C2+2 2 2+02+3+(2+2 2 2+02+3t(2+ 3 2+q+3+03+2 4 2+CA+3+G4+ G}+3+CA+2 4140- -39,641 2+C Z+3+C2+2 2 2+02+3+C2+2 2 2+C2+4+C2+2 3 2+C3+4+03+ 4 2+C4a4+CA+ 4 2+C5+4+C5+2 4 2+(2+3+(2+ 912+C2-3+C2+91 2 2+C2+3+(2+2 3 2+C3a4+C3+2 4 2-C4+4+CA+ .4 ��O 3 ��` • NOTES: SEETABLE 15 FOR DESIGN PRESSURE I 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEESHEET83-0). %�Ql '•.�<ORIOP,.•• �� WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS M. S/ NG�� 1 GLASS TYPES 10-12 81416 "MIN.SASH SIZE 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ONAL 10111 MAY NOT BE USED WITH 3)SEE SHEET FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL. 4)"1/4-1/2-114-AND"113-113-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. •FIN FRAMES IN THE ADJACENTCOLUMN.'CUSTOM`INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.058705 i 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 forXOX Windows 14-16 Sash 24-Height 30"Height I 36'Height 48°He10M 54°Height 83 Height 24'Height 30'Height S6°Height 48"Heigh 54"Helght 63'Haight Sash Reint Leval Conlgum0on Width Range Cm) Head&Sill m Head&S61 r Head&591 ' Head&SIA Head&SIII Head&Sill m Head&SIII a Head&SIII Head&Sill Head&SIII ,� Head&Sill Head&SRI R4 Anchor Group A Anchor Group C 35=U4" y'/a-)5 11.991-11.391 1+C2+0+C2+1 2K1+C2+D+C2+1 2+1 2 1102+0+C2+1 3 1+C2+O+C2+1 4 S+C2+OtC2r1 4 7+C2+OtC2+1 4 PRODUCT REVISED 38' y--%-% 12.308-12.308 1+C2+0-C2+1 2 +1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C3'O+p+t 4 as complying with the Florida BuildingCode -y- 11.391-13.3971+C2+O+C2+1 22+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+D+C4+1 4 NOA-No. 17.0411.08 45-1/8' 1+C2+0+C2+1 22+1 2 1+C2+O+C2-1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+p+1 4 ''/a%-y 13908-14.683 Expiration Date 0912 4/20 20 Y- 11.391-12297 1+C2+0+C2+1 22+1 2 1+C2+0+C2+1 3 1+p+0+q+1 4 1+C3+O+C3+1 4 1+C4+O+C4+1 4 47314' 1-C2+0+C2+1 22+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+14 1+C3+p+q+1 4h-y 12299-15.s58Oistom11.391-12.016 1+C2+D+C2+1 22+1 2 1+C3r0+C3-1 3 1+q+0+C3+1 4 1+C4+0+C4+1 4 1+C4+D+CA+1 4 52-1/e° 7, -% 12017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3�+O+C3+1 3 1+C3+D+p+1 411+C4+0+04+1 4 1+C4+O+Ch+t 4 Y.-Y.-Y. 13.398-17.016 1+C2+0+C2+1 2 1-C2+0+C2+4 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 1+CA+D+C4+1 4 1+C4+0+G4+1 4 m ADDED NOTE TO ANCHOR Y Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+CS+2+p+1 4 I+C3+2-p-1 4 1+C4+2+C4+1 4 rr QTY,TABLES. m 60' y%-� 113.398-15.360 f40t AUOWsd 1+C2N+C2r1 21+02+2+02+1 21+02+2tC2r13 i+p+2+q+1 41+p+2+p+1 41+C4+2+C4+14 %-Y.-Y. 15.361-19.641 1+C2tD+C2+1 2 1+C2+0+C2+1 2 1+C3+0+p+1 3 1+C4+0+C4+1 4 1+04+0+04.1 4 1+C5+O+CS+1 4 Custom 11.391.13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 z (q .Aea 75° Cu;,om 13.398-19.110 1+C2r2+02+1 2 1+C2+2+02+1 2 1+C2+3+02tt 3 1*0313103+1 4 1+C4+3+04+1 4 1+C4+3+04+1 4 W ` � r Y.-Y.-Y. 19.111•24.041 1+C2+D+C2+1 2 t+p+0+C3+1 2 1+C3+0+03+1 3 1+C4+D+C4+1 4 1+C5+O+C5+1 4 1+C5+O+C5+1 4 W E LO 0 O Custom 17.641.19.397 1+02+3+02+1 2 1+C2+3+C2+1 2 1+02+3+02+1 3 11+C3-4+p+1 4 1+04+4+04+1 4 1+C4+4+04+1 4 of w W 0 Sr Y+-Y:-Y+ 19.398-24.360 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C414+04+1 4 I+C4+4+04+1 4 1+C4+3+04+1 4 ua z y cic0 LD 24.381.31.641 1+C2+2+C2+1 2 2+02+2tC2+2 2 2+C2+2+C2+ 3 2+C4+3+C4+ 4 2+C4+3+C4+2 4 1+C4+2+04+1 41 F6- -� ()f y-y-+/, 29.641.32.515 2+C2+3+C2+2 2 2+02-3102+2 2 2+02+3+C2+ 3 2+C4+4+C4+2 4 2+C4+4+04+2 4 2+C4+3+04+ 4 0 g X Te = 120 " 12+C2-2+C2+2 2 2+C2+3+C2t2 2 2+C2+3+C2+ 3 2rC4+3+04+2 4 2+C4+3+C4+ 4 2+04+3+C4+ 4 z LL r 0 -.10 ❑ Y.-%-% 32 516 140' Custom - .39.641 2tC2+3+C2+2 2 2+C2+3+C1+2 2 2+C2+3+C2+ g 2+C4+4+C4+2 4 2+C4+4+Gi+2 4 2+C4+3+C4+ 4 V Uj o ®Ir Anchor Group B AnchorGroupD W Zro c W '-u 35-U4' y-35-y 14.391-11.391 i+C2+OrC2t1 21+02+0+C2+1 2 -C2+ C2+1 3 1+C2+O+C2+1 4 1+02+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2r1 2 1+C2rO+C2+1 3 1+CZtO+C2+1 4 irC2+O+pr1 4 7+G2+0-02+1 4 o W v } m •-U 0ma 00 38' YS-Y3-Y312308.12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 411+02+0+02+114 1+C3+0+C3+1 4 1+02+0+C2+1 2 1+C2+O+C2+1 2 1+02+O+C2+1 3 1+C2+0+C2+1 4 1+G2+O+C2+1 4 1+C3+O+C3+1 4 Z 0 `-" Y4-y2-y4 11.391.13.397 1+C2+0+C2+1 2 1+C2+O+C2r1 2 1+C2+0+C2+1 3 1+C3+0+C3+i 4 1+C3+O+C3+1 4 1+04+0+04+1 4 1+C2+O+C2+1 2 14C2+0+C2+1 2 1+C2+o+C2+1 3 1rC3+0+p+1 4 1+C3+Wp+1 4 1+C4+0+04+1 4 O of L 45.1/8' 0 y-y-'% 13398.14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+p+O+C3+1 4 1+C3+O+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+CZ+O+C2+1 3 1+C3+o+C3+1 4 1+C3+O+C3+1 4 1+C3+0+p+1 4 _ J 47-314' Y4-%-y4 11.391-12297 1+C2+0+C2+1 2 1+02+0+02+1 2 1+C2+0+C2+4 3 1+C3+0+C3+1 4 1+03+0+C3+1 4 1+CI+0+04+1 4 1+C2+6++C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+p+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 F 0 y-y-� 12298-15.558 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1-C2 3 1+q+0+C3+1 4 1rC3+0+C3+1 4 1+p+0+C3+1 4 1+C2+O+CZ+1 2 t+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+Mp+1 4 1+q+0+p+1 4 1+C3+O+C3+1 4 rn Z iaa4s ® Q J (A Custom 11.391-12016 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+ga0+C3+1 3 t+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2-1 2 i+C3+0+C3+1 3 1rC3+0+C3+1 4 1+04+0+04+1 4 1+C4+0+C4+1 4 a (•- 52-1/8" Y-n 12017-13.397 1+C2+0+C2+1 2 1+CZ+O+C2+1 2 1+C3+O+p+1 3 1+q+0+03+1 4 1+C4+0+C4+1 4 1+C4+0+04-1 4 1+02-0+C2+1 2 14C2+0 +1 2 1+C3+0-p+1 3 1+C3+0+C3+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 0 F- Z a o0 -.. y-%-y 13.398•47.016 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 t+C3+Orq+t 4 1+C4+O+C4+1 4 1+C4+0+04+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+03+D+p+1 3 1+C3+O+C3+1 4 1+01+0+04+1 4 1+04+0+04+1 4 ¢ O O /� i Custom 11.391•13.397 1+C2+2+C2+1 2 ltC2+2+C2+1 2 1+02+2+C2+1 3 1+p+2+C3+1 4 1+q+2+C3+1 4 1+C4+2+04+1 4 1+C2r2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+p+1 4 1+C3+2+C3+1 4 1+C4r2+04+1 4 O = N m 6D' 34-%J% 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2rC2+1 3 1+C3+2+C3+1 4 1+q+2+p+1 4 1+D4+2+C4+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+q+1+C3+1 4 1+C3+1+C3+1 4 1+C4+1+C4+1 4 F (� (� U) g Y.-Y.-Y. 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+D+C4+1 4 1+C4+0+C4+1 4 1+05+O+C5+1 4 1+C2-0102+1 2 1+C2+D+C2+1 2 1+C3+D+C3+1 3 1+C4+O+C4+1 4 itC4+#C4N 4 1+CS+0+05+1 4 �U Z 0 � 5 Custcm 11.391-13.397 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+p+1 4 1+04+3+C4+1 4 1+C4+3+C4+1 4 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+q+3+C3+1 4 1tC4+3+04+1 4 1+C4+3+04+1 4 Q S = 75' %-y-Y+ 13398-19.110 1+C2+2+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C3+3+p+1 4 1+C4+3+C4+1 4 1+04+3+C4+1 4 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+03+2+C3+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 a0'1 '�ra0 saua5 %-Y.-Y. _19.111.24.841 1+C2+D+C2+1 2 1+C3+0+C3+1 2 1+p+D+C3+1 3 1+C4+O+C4+1 4 1+OS+D+CS+1 4 1+C5-O+C5+1 4 1-C2+0+C2+1 2 t+C3+0+03+1 2 1+q+O+C3+1 3 1+C4+O+C4+1 4 1+CS+O+C5+1 4 1+05+0+05+1 4 Custom 17.641-19.397 1102+3+C2r1 2 1+C2+3+C2+1 21+C2+4+02+1 3 1+C3+4+p+1 41+04+4+04+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 21+02+3+02+1 2 1+02+3+C2+1 3 1+ga4+C3+1 4 1+C4+q+C4+1 4 1+C4t3+Cq+1 4 'Y LY 96" y-y-y 19.398.24.360 1+C2+3+02+1 2 1+02+3+02+1 2 1+02+4+C2+1 3 1+Cq+4+C4+1 4 1+r,4+4+04+1 4 1+04+3+C4+1 4 1+C2+2+C2+1 2LI*r2IC2 2 1+C2+3+C2+1 3 1+C4+3+04+1 4 1+C4-3+Cq+1 4 1+C4+3+C4+1 4 y-y-y24.361-31.841 2+02-2+02+2 2 2+C2+3+C2+2 2 2-C2+3+C2+2 3 2+C4+3+C4+ 4 2+04-3+C4+ 4 itCgt2+Gi+1 4 1+C2+2+C2+1 2 2 i+C2+2+C2+1 3 1+C4+2+04+1 4 1+C4r2+C4*1 4 1+C4+2+C4+1 4 'X-y-% 29.841-92.515 2+C2+3+C2+2 2 2+G2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+04+2 4 2+C4+4+C4+2 4 2+04+4+C4+ 4 2+C2+3.02+2 2 2 2+C2+3+CZ+2 3 2+04+4+C4+2 42+C4+4+C4+2 4 2+C4+3+04+2 4No.58705 y-Yr-y16. 9.641 +C2+3+C2+2 2 2+02+3+C2+2 2 2rC2+3*C2+2 3 2+GI+4+C4+2 4 2+Cgr4rC4+2 42+04+3rC4+2 4 2+02+2+02+2 2 22+02+3+02+2 3 2+04+3+C4+ 4 2+04+3+04+2 4 2+CA+2+04+2 4Custom •30.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+CZ+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+04+3+04+2 4 2+C2+3+C2+ 2 2 2+C2+3+C2+2 3 2+C4+4+C4r2 4 2+C4+4+C1+2 4 2+C4+3+04+q 4 ,700••, ��TF NOTES: SEE TABLE 16 FOR DESIGN PRESSURE Kk. •• ATE :•��` 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). ���S1•':F4ORI01+_.•'SASH SIZE IS AS PER THE GLASS TYPE510.12$1416 " U. MIN.SASH SIZE=WINDOWWIDTH-60.72 2 FOR SIZES NOT SHOWN, OUNDS ON TO TEHESNEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �u/S,/ONAL E�G`��' MAY NOT BE USED WITH 2 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. r/r i f i l l 411 t t J-CHANNEL OR INTEGRAL 4)-1/4112-1/4'AND"1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,P.E i FIN FRAMES IN THE ADJACENT COLUMN.*CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.ES 58705 J 1 1 1 TABLE 28: Bill of Material # Part# Description Material 1 620121 Frame Head,SN and Jambs-J•Channel PVC 06T 062" 052" 062' a 0� aj� a 2 620122 Frame Head,Sill and Jambs-Flange PVC 3 620123 Frame Head,Sill and Jambs-Fin PVC 4 620124 Frame Head,SIII and Jambs-Equal Leg PVC 13 620172 Anti-Lift Insert/Trim Cover PVC 2.44s^ r(�I 2.005^ �❑ 0.445 �❑ r(� 2.445" 14 620131 Fixed Meeting Rail PVC ❑❑� P10:11E] I ❑❑❑� a❑�❑I j 15 820158 Track Insert 8083 TB Al 1 O o O �J o O o O U j 18 620129 Sash Rail(Sides,Top&Bottom) PVC k 1T 620188 Monorail 8063 78 AI •625' J CHANNEL 625 FLANGE FRAME FIN FRAME EOUAL LEG FRAME 19 620156 Pull Rall Interlock 6063 TB AI 1.375 O FRAME HEAD,SILL Ora HEAD,SILL& 1,37 O MBS AM SSILL& 4O HEAD, & 20 62OW Pull Rail Interlock Cover PVC F 1 21 620150 Light Sash Rentrcement 8083 78 AI 1 j 22 620151 Standard Sash Relntncement 6083 T6 Al 1,872° --.-+ 1.641• ` 23 620162 HD Sash Reintreement 6063 TO A] 24 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 1.507° ►{ 0 1.a3T 25 620154 HD Meeting Reil Reinforcement 6005 T5 AI I 63• �- 2'100°1-►{ 2176" , 28 620155 H.D.Hertz.Roller Meeting Rail Reinforcement 6005 75 Al •772° .066^ a 0 I 1.020" 1'37 S I 1 27 71OX114PPA #10 x 1-1/4°PH.PH SDS(Monorail Screw) 410 SS -11 I 11 .590° 071" i 28 61644 Weatherstrip,.187'x.270'Fin Pile •065° .060" {(+- y l 1.000• - T_•079" .050, 29 61719 Weatherstrip,.187'x.22D"Poly Pile 1231" l 30 #8 x 1°Ph.PH SDS(nteftck Mourdi Screw 410 SS 73 ANTI-LIFT INSERT 14 FIXED O TRACK O fog LIFT RAIL 20 LIFT RAIL &TRIM COVER MEETING RAIL 15 INSERT 16 SASH RAIL INTERLOCK INTERLOCK COVER- 31 78X312PPA #8 x 3.1/2'Ph.PH SMS(Fixed Meeting Rail Screw) 4108S 32 716698P Meeting Rail Screw Support Plate 6063 T5 AI 33 720210 Weep Hole Cover PVC �8^ 316 -�{ I+y �� .070`.060• 1 1 I 1.100° 34 720187 Installation Screw Hole Plug PVC �{ •moo° �r ,175 I I r/r �� IL-11 . .716* .715' 37 720197 Auto Lock C Steel 758' .764 L ►yrJ}7I Iu It r� U 1J 38 720199 Sweep Lack Cast Zinc T 39 720198 Auto Lock Cover Assembly Cast Tmc 025• -�-� 035 -►{+-} 1 1.185 .060° 40 #6 x 1-1/8'Ph.FH SDS(Auto and Sweep Lock Screw) as LAMI IG ROLLED EXTRUDED LIGHT SASH STANDARD i 41 720200 Auto and Sweep Lock Keeper Cast Zinc 72 BEADING 80 SCREEN FRAME 91 SCREEN FRAME 21 REINFORCEMENT O SASH J REINFORCEMENT 42 76X34PPA #B x 314^PH.PH SDS(Keeper Screw) 88 43 7612FPTX 08 x 1/2"FPH Tek(Reinforcement Screw) 8S 870" 1.182" f-�- 1.182• �+ •28D' 44 Leadstile Top Comer Key Nylon •070" 094" 45 Leadstile Bottom Comer Key Nylon 1.184^ 48 Lockstile Top Comer Key Nylon .070" .781" 1.D3s° 1041• 1041•�F(("���-���'(-7 .910" LF-----U- I I r 1.229' 47 Lockstlle Bottom Comer Key Nylon TTT 1 LLL)11 130" L LJ AL1'^- 1s4' L .074" 48 720204 Wheel Nylon . 158• -f�-i 1.331° jam-- 1.340° �-•+- 4 1.340" � IIIIII 72 620135 Lem].I.G.Bead PVC O HD SASH O STANDARD HD MEETING HO HR MEETING PRODUCT REVISED i 74 Backbaddng,GE 7700 or Dew 791 S]IicOne 23 REINFORCEMENT a4 MEETING RAIL O RAIL 28 RAIL 17 MONORAIL es complying with the Florida REINFORCEMENT REINFORCEMENT REINFORCEMENT Building Code I 75 71884/5 Seting Block(718'x Z x 1WI 85+/_5 dum. EPDM NOA-No. 17-0411.08 80 61011 RolKormedScreen Alum ``11 rRevised BY; Dotty Revrsrom ExplraD�91t2.W21120 I j 81 81012 Extruded Screen Frame Alum `���QNY LYNry4 No afArlceslRrssKsaT. 82 Extruded Screen Spreader Bar Alum ��•'�tCENSF•�l '�, JR 03/27/17 By Revb.d W. Dctr. RaHsron, Mlam 83 47D42W IScieen Comer Key with Pull Ring PVC Q, '•. 84 47041 W/CKGLB Screen Comer Key No Pull Rig PVC *: No.58705 85 7CASPM Tension Spring SS = *_ a Descnpucn: Drawn W. I Bs 6181ec48 screen Cloth Fiberglass :, '3 3l WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 61635161614' .140'Screen Spline(Machine/Hand Rolled Vinyl O TE ••�� 1070TECHNOLOGY DRIVE 'f ,c N.VENICE,FL 34275 • OR..... \� (941}418D-1600 HORIZONTAL ROLLER-LM 05/15/15 NOTES: '/'/1/01VAL�;`G � o 0t7 R�6arwee.wc.RVED sertes/luodek Score: sne.t: Ormdnp No. Rer. 1)REMS#5.12,18,36,36,49.71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A,i�M!♦+Atly�R,P.E. 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. PE958705 CERT.OFAtiT}1,#28298 HR-5510 NTS 17 OF 18 MD-HR5510-01 B r i 16 SASH TABLE 29: ASSEMBLY Egress Lock Bili of Material MITERED FRAME WITH 4.4 O # Pert# Description Material 1 INTERIOR AND EXTERIOR DETAILS FRAME WELDS 100 7MC7024 Multi-Point Lock Operator Cast Znc 16 42 105 0 101 73340 Operator mounting Plate Steel 31 102 72015 Multipoint Lock Keeper Aluminum ATTACHED To 103 720214 Multipoint Lock Guide Nylon F�CTERIOR 46 104 210217.221 Tie Bar(Length Varies) Stainless Steel g2 TE SASH RAIL 1 105 7102AX12HFX#10 x 11T HH MS Stainless Steel 1 72 x4 106 78X1FPAX #B x V Ph.FH SMS Stainless Steel 107 78X76FPTX #B x 314"Ph.FH SDS Stainless Steil � 19 17 ATTACHED TO 103 \� 30 FRAME JAMB 27 \� EGRESS LOCK 16 37 DETAILS 40 MOTTO SCALE i 39 86 83 OR 84 42 104 87 /+• `� :\ •� OPT.AUTO LOCK I «IYYY B5 PRODUCT REVISED I 45 ATTACHED TO as comp)yin9 with the Florida �tt • i FRAMEJAMS Bui/dine Code S 48 1 106 NOA-No. 17.0411.08 Expiration Date 09/24/2020 I 42 ` r 101 By 18 14 �\ ® 10 !vaam-M7product Control 82 OPT. 72 \ �`�'• 38 iD2 X4 41 �• 47 421 OPT.SWEEP LOCK FTTACHED TO B1 I 80 OR 15 ® 1070 TECHNOLOGY DRIVE MITERED FRAME WITH 1 1 4275 INTERIOR AND EXTERIOR O 11 N.VENICE, FL 3too (sat)—aeo—ls00 FRAME WELDS oo tl irllJl CERT-OF AUTH.#29296 SCREEN ���CNY LYNN 111 Revised 8' Dc' �D oCHANceaTNSSI ET. ASSEMBLYs�'if JR 03/27/17 DETAILS % — Q:' R-v.d Sr. Dat.: R.vW m. No•58705 : * Daxlipaan: Drmrn By: 63 OR 84 I O =7D . : �_ EXPLODED WINDOW VIEWJ ROSOWSKIEXTERIOR FRAMEASSEMBIS � 7TUM Dat.: �ORIOP,.• HORIZONTAL ROLLER-LM 05/15/15 1)CLNOTASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. DETAILS �. �,`! i�� NAL 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME*TYPESAPPLY. , IO r t\1 Serko/N�eL Scale: Sheet: Otawfng No. Rer. A.LYNr1MId�h,PJi HR-5510 NTS 1801.18 MD-HR5510-01 B 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 68. P.EU68705 f