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HomeMy WebLinkAboutProduct Approval (2) MIAMI-DADS FILE ,.AMI-DARE cou�rrY !R�1111'!11111 PROD T 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) RECFIVED w.miamidade.Eov/economy PGT Industries,Inc. 1070 Technology Drive SEP 2 0 2019 North Venice,FL 34275 LST. cie County, Permitting 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.c:.SerIJ APPROVAL DOCUMENT: Drawing No.AM-B 85510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18, dated 05/15/15,with revision B dated 03/27/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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 MIAMI•DADE COUNTY Expiration Date: September 24,2020 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. AM-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 repoits on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No.. FTL-8072, dated 02/03/15, signed and sealed by 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 act 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 (CONTMED) 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 Idahnis Ortega,P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under,NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M.Plasencia,P.E. Prpuct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FSC-5t11 Edition (2014) and FBC- 61h 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. roduct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 DESIGN PRESSURE RATING IMPACT RATING AR 2-5 ANCHORS,SEE VARIES PER REINFORCEMENT NOT RATED FOR L V L'7 1-114" SEE H TS CLUSTER DETAILS SHEET 5 12-314'MAX D.C. SEE SHEETS —LEVEL,SEE SHEETS IMPACTRE WMAX a.SEE MAX U.SEE -eA— I SISTANCE SHEET 3 0.13 9 'CHORS SEE SHEET4 CLU DETAILS SHEETS 15.85" 1894'MAXO.C. A, MAX. MAX.O.C. SEE SHEET3 BEEF— SHEET31 10'MAX. C.SEE[* SHE T- A EE$ IEl SEE S:: F EQUALLY MAX.D.C. 72* E SPACED MAX. MAX. ANCHORS PER _T SUCK SUCK EQUALLY 6 TABLES 1348 HEIGHT SPACED HEIGHT ANCHORSPER SUCK, SEE 9.13 TABLES 17-19 SHEETS -J Y, HEIGHT� 1567' 0 X 0 X MAX.O.C. SEE SILL S*MAX SEE SILL MAX 4'O.C.DETAILS. WEEPHOLE—) SEE SILL __B SHEET4 3'MAX.AX. DETAILS, BETWEEN _41 3*MAX. WEEPHOLE 4"O.C.BETWEEN EPHOtE EPHOLES DETAILS, WEEPHOLES 3. D SHEETS 75'MAX.BUCK W1DTH 75'MAX.BUCK WIDTH 140'MAX.BUCK WIDTH ELEVATION FOR TYP,EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL TION FOR TYP.FLANGE FRAM SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN—AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN —CODES-t STANDARDS USED: GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT HORIZONTAL ROLLER :2017 FLORIDA BUILDING CODE(FSC).6TH EDITION +2014 FLORIDA BUILDING CODE(FBC).STH EDITION 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 'ASTM E1200-09 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. -ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 3)FOR MASONRYAPPUCATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIO14S WERE SOUTHERN PINE,AMA C90 :ALUMINUM DESIGN MANUAL,ADM-2015' CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, AISIS100-12 4)ALC WOOD SUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SUCKS -AISC 360-10 DEPICTED AS 2X ARE 1.112*THICK OR GREATER.1X AND 2X SUCKS(WHEN USED)SHALL HE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(ACR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OFSLIFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GENERAL NOTES.._.._._____.1 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ELEVATIONS.................................1 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. FRAME.GLASS&ANCHOR 7)DESIGN PRESSURES: OPTIONS.......„...,„......._.....2 X NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. INSTALLATION,FLANGE& S,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM ElaoO. EQUAL LEGIBOX,.......__3 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASO. , INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WfNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT SEEN USED IN &J-CHANNEL............__ 4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS........._...... 5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES----” 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REOU IRE M ENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................9-13 10)REFERENCES:TEST REPORTS FTL-8072;ELCO ULTRACON NOA;ELCO,CRETEFLEX NOA:ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD VMITE&BRONZOUGHTER SHADES OF CAP EXTRUSION PROFILES&BOM_14 COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL I I)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL ASSEMBLY.............................15 1 PRODUCT REVISED USER INSTRUCTIONS: as c(neing with the Florida Building Cod. 1)DETERMINE THE SITE SPECIFIC,WINDOW OPEN!NaS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. NOA-No. 17-0411.09 11 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),S IZE,GLAZING OPTION FROM(TABLE 1)AND Rvkim REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES 6-12(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REOVI REMENT FOR THE WINDOW OPENING JR `17 UPDATEDTO FBC 2DI7.ADOFD Expiration Date 09/2412020 03/27) 140TE TO ANCHOR OTY.TaLs' — OBTAINED IN STEP 1.USE INDEX TABLE 6 ON SHEET a TO HELP FIND THE APPROPRIATE TABLE. R.�Iwd Or. Daf�. R.vblow R.” hirnod.P1. Bet Contra 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 014 SHEET 2 ACCORDING TO THE INSTALLATION CONDITIONS. No. 87 . = E 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19(SHEETS 9-13).VERIFY THE ANCHOFVSUBSTRATE WILLMEET * = 0 If— D-W. REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROM THISGENERAL NOTES&ELEVATION SHEET-BETARE IFT. L 'Irz J ROSOWSKI 1070 TECHNOLOGY DRIVE S)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINIJ-CHANNEL INSTALLATION. E USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS, N.VENICE,FL 34276 rde' Data: (941}4801100 HORIZONTAL ROLLER-N! NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, NAL COPYRIGHT R"10"PORTEVS4"UMTEs, Ne. S-I.: Sh t. Drawing M S. INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE B ON SHEET 2, E. CERT,OFHATUTH,=9296 -5410 NTS I OF 15 P.E#5B HR MD-HR5410-0 B TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Frame Glass Description(Listed from Exterior to Interior) Installation Type Types Options9ubstrefe Option Detail Sheet 1 3/4'LG:1/B"A Exterior Cap+1!2"Air Space+t/8'A Exterior Ca GLASS TYPES 1 83 MAY Conditions P NOT BE USED IN THE (see rig B) (sae Table 1) 2 3!4"I.G:1/6'T Exterior Cap+112"Air Space t 1/8'T Extedor Cap ® HVHZ ABOVE 30'. Through the ....into 2XWood Frame/Buckstdp-sheet 4,option 5 3 314"I.G.:3/16'A Exterior Cap 3/8"Air Space+3116'A Extedor Cap J-Channel 1-4 integral tin...... ••,_into Metal-sheet 4,option 8 4 3/4"I.G.:3/16'T Exterior Cap+318"Air Space+3116'T Extedor Cap (e1) Through the fame ....into 2X Wood Frame/Buckstrip-sheet 4,option 6 SEE SHEET S.TATABLE6 FCR GLAZINGIDESIGN PRESSURFJANCHORAGE INDEX. Material Min.Fy Min.F„ offhe window...... ...into Metal-sheet 4,option 7 Steel Screw 92 list 120 ksi ....into 2XWood FremelBuckstrip-sheet 3,option 1 18-8 Screw 60 ksi 95 list Flange 1 4 Through the frame into Conereto/CMU-sheet 3,option 2 410 Screw 90 ksi --11-0_ksi (42) ofthe window...... ••••through IX Buckstrip into Concrete/CMU-sheet 3,option TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Elco Aggre-GelorO 57 ksi 96 ksl ....Into Metal-shoot 3,option 4 Elco UltraC nG 155 ksi 177 ksl Through the ....Into 2XWood Frame/Suckstrip-sheet 4,opliun 5 Group Anchor Substrate Min.Edge Min. 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksl Inlegrel Fin 1 4 Integral fin...... ....into Metal-sheet 4,option 8 Distance Embedment 6063 T5 Aluminum 15 ksl 22 ksi (fr3) Through the freme ....into 2XWood FramelBuckstdp-sheet 4,opl'on 6 P.T.Southern Pine(SG=0.55) 7116" 1-318" A30 Steel 38 ksi 58 ksi oflhe window...... ....Into Metal-sheet 4,option 7 #10 Sr'4S• Gr.33 Steel Stud 73list 45 ksi Steel,A3G 318" 0.050" ....info 2XWood Fmme/Buckstdp-sheet 3,option 1 (steel,18-8 S.S. Box/ or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) Through the fame ....info Concrele/CMU-sheet 3,option 2 A Aluminum,6063-T5' 3/8" 0.050' THREADS S EqueFLeg 1-4 ofthe window...... THREADS BEYOND ("q) ....through 1XBuckshlp into Conraete/CMU-sheet 3,notion 3 P.T.Southern Pine(SG=0.55) 7/16" 13/8' TME METAL ....into Molal-sheet 3.opllim 4 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/8' SUBSTRATE. Ungrouted CMU,(ASTM 690) 2-1/2" 1-114" SG=0.55) 9116" 1.3/8" •UNGROUTED P.T.Southern Pine( CMU"VALUES #12 SIAS B (Steel,18-6 S.S. Steel,A36' 318" 0.050" MAY BE USED FOR FIGURE B:FRAME TYPES Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) GROUTED CMU Or 410 S.S.) APPLICATIONS. Aluminum,6063-75' 3/6° 0.063" Q� Concrete(min.2.85 ksi) 1" 13/4" 114"steel Ultracon �� �0 C Ungrouted CMU,(ASTM 690) 2-1/2" 1-1/4" INSTALLATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS: 114"steel Geteflex Concrete(min.3.35 ksi) 1" 13/4" 1/4'steel Ultracon Concrete(min.285 ksi) 2-1/2" 13/4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON BOX OR 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1' 13/8" TABLES &3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE FLANGE EQUAL- 1/4" 1/4"steel Creteflex Concrete min.3.35 ksi 2-112° 13/4" DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE ( ) USED ON ANY SIDE OF THE WINDOW. D 1/4"steel Creteflex Ungmuted CMU,(ASTM 690) 2-1/2" 1-1/4" o P.T.Southern Pine(SG=0.55) 1" 13/8' 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 114'steel A gfe-Galef Concrete min.3.275 ksi 1-1/2' 1-318' 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO g ( ) BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE 414"steel Aggre-Gator P.T.Soufhem Pine(SG=0.55 1" -'•"/8' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOODIas � /Grouted CMU,(ASTM C-90) 2' 2' BUCKS DEPICTED AS 2X ARE 1.1/2"THICK OR GREATER.IX AND 2X 3(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN ANDINTEGRAL ff7 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR J-ARCHITECT OF RECORD. Ilpf FIN3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN ng with the Florida 4)SEE SHEET 15 FOR OPTIONAL EGRESS LOCK DETAILS. Buildinglding C Code Group Anchor Substrata Min.Edge Min. NOA-No. 17.0411.09 Distance Embedment tl 1 t t I r r r l Expiration Date 09/24/2020 E 2-112 x.131'Common Nail P.T.Southern Pine(SG=0.55) 3/8' 2-7/16' ����� Y N �i�i��' Rewsee W. Oct., ReNaran: p N.....!V No cwaloas Tt is sNaer. 2-112'Ring-shank Roofing Nail P.T.Southern Pine(SG=0.55) 318' 2-7f16" 11�,••' tIGENSF'-. JR 03/27 17 By P.T.Southern Pine(SG=0.55) 1/2' 1-3/8" Q: '•.� Revived B1: Data: Ravieon; Mlaml-Da roduct Contro #10 Trusshead SMS _ No.58705 (steel,18-8 S.S. Aluminum,6063-T5' 3/8' 0.050" Steel Stud,Gr.33' 318" 0.0451•(18 Ga.) - r - ® Desptron: Drown By: or 410 S.S.) �� F Steel,A36' 3/8• 0.050^ =A '•. tllE� J?: �, GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN.OF 3 O ((/ 1070 TECHNOLOGY DRIVE P.T.Southem Pine(SG=0.55) 9116" 1-318" THREADS ��'• '� Tilre: Dote: CORIDP'. \ N VENICE,FL 34275 #12 SMS Aluminum,6063-T5' 318' 0.063" BEYOND THE '.�SS.�'••••.•••• �C���� (941}480.1600 HORIZONTAL ROLLER-NI 05/15/15 (steel, S.)S ON Steel Slud,Gr.33• 3I8' 0.050" METAL I,'//''A. NMill 1E1. COPYnI6FIr AU.N0His E ED=112E,me. sanes/Alodah Scale: sheat Orawtng No. Raw Steel,A36° 3/8" 0.050" ALYNNMILLER,P.E CERT.OFAIJTH.#29298 HR-5410 NTS 2 OF 15 MD-HR5410-01 B P.E.M 50705 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 OR 22 ORSEE SHEET.23 ANCHORED THROUGH FRAME AND 1X INSTALLATION EMBEDMENT AND EDGE OPTION 4 SEE INSTALLATION NOTES SHEET 2 BUCKSTRIP OTENTO,SHEETTElCMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH (TYPICAL OR ALL SEE NOTE 2,SHEET 2. SEE TABLE 2,SHEET 2. ANCHORED THROUGH EDGE DISTANCE FRAME INTO METAL `XO"OR'OX'SASH 114'MAX SHIM EMBEDMENT FRAME INTO 2X WOOD 16 FRAME OR 2,SHEERIP. --.-{ 114•MAX.SHIM 19 16 29 30 —1- SEE NOTE 2,SHEET 2. I 13 28 + O EMBEDMENT 2040 OPERABLE 43 EDGE FLANGE �t #10 OR#12 STEEL SASH DISTANCE FRAME �� SMS(G5),SEE 37-39 - SNOWW TABLE 2,SHEET 2. I Li 2 28 &2 \, L1W MAX SHIM ❑ 41 Q `� �" ❑ Q - EMBEDMENT AND TYPE,Z. TYP.ANCHOR FIXED 13 LITEISIBLE EDGE DISTANCE PER ITE �❑ o r,_- H IIIA TABLE 2.SH,SEE LIGHT WIDT ❑a -�a❑ TABLE 2,SHEET 2. 73 aDADE APPROVED MULLION, VISIBLE 0 042 29 FBCCOMPLIANT —^1 EXTERIOR a ALUMINUM/STESTE EL FRAMING FLANGE ((''�� EQUAL 24 - OR STEEL STUD.MAYBE FRAME 73 OR 25LIGHT WIDTH OR 26 14 V 4 LEG VISIBLE FIXED VERTICAL OR HORIZONTAL SHOWN FRAME (1J AT MID-SPAN OF INTERLOCK LIGHT SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6.8)TYPICAL FOR ALL SHOWN 43 (1)3.1/2•FROM EACH SASH LITE TABLE 2,SHEET 2 'XO"OR"OX"FIXED MEETING RAIL CORNER AND(1)AT CENTER OF HEIGHT BUCK WIDTH SASH STILESIRAILS HORIZONTAL SECTION A-A(OX) 22 OR 23O BUCK 29 30 16 19 76 (SEE SHEETS 7-8)TYPICAL HEIGHT 26 OPERABLE q3 FORALL'XOX'SASH EXTERIOR T OPERABLE 20 T ` ^ SASH 40Q - o SASH o �I VISIBLE L—� Glr'Io - 3739 l_ I _l f -L❑—! 21 OROOR 23 LIGHT OPERABLE 1 (SEESHEETS6.6) HEIGHT SASH O� I] TYPICAL FOR 1 a ��J�� I Q��" 41 FIXED ALL SASH J—_ '16 I VISIBLELITE I VISIBLE L—J O45 47 ❑a ~~~111 LIGHT WIDTH _ir o oc__ r� �"'lll LIGHTWIDTH �❑ 28 FLANGE r 81 L_ FRAME 87 85 o o I O WEEP OPT. 29 15 SHOWN NOTCHES 0 3/4"X1/4" 80 00 250R 26 VISIBLE 42 EXTERIOR. 1-114"X1/4' 34 273 14 R 4 (SEE SHEETS 63)TYPICAL FOR L LIGHTWIDTH 4 V "XOX"FIXED MEETING RAIL BUCK WIDTH - PRODUCT REVISED 33 914"MAX r EQUAL-LEG as complying with the Florida SHIM HORIZONTAL SECTION E-E(XOX) FRAME Building Code 'o INSTALLATION AS PER SECTION A-A ABOVE SHOWN NOA-No. 17-0411.09 EQUAL LEL • 11IIII/f Expiration Date 09/24/2020 HO / ReWsed By: Gate: -/ Revision: �� ��Q' tCENS ��/: JR O3/2!/1� NO CHANGES THIS SHEEr. DY INSTALLATION EMBEDMENT 1, �:.•' P Miam- odq roduct Control OPTIQN 2 : Roviscd By: Dafe: Revision: / ANC OREDO7HROUGH - No.58705 FRAME DIRECTLY INTO �"• CONCRETE/CMU. •�� EDGE : -0 : M. Description: Drawn W. TYP,ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS =?3 J� ��` FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EQUAL-LITE XO&OX 0.(�'., S A7 OF !v 1070 TECHNOLOGY DRNE EMBEDMENT AND EDGE VERTICAL ( ) �` '•. .•'• �� N.VENICE,FL 34276 TB°' Date: DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH 12-4-114" �/ SY C�`,�` 9. eCE,FL HORIZONTAL ROLLER-NI 05/15/15 SEE TABLE 2,SHEET z. SECTION B-B HEIGHT:BUCK HEIGHT-7-1/4" ////s�ONAL�N ON ( � 1\ O0PYRIGHTO2017PGT1NCt'J6; G,INC. I f 1 11 11111 ALL MGMs REGERVEo Ser/as/Model: Scnlc _"30F15 hea6 Oiawfng No. Rav: A.LYNN MILL ER,P.E CERT.OF AM.#29296 HR-5410 NTS 3 OF 15 MD-HR5410-01 B P.E.d 58705 I. . I INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 21 OR 22 OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 SEE SHEETS 0 8) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FO RALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT - FIN/FLANGE REMOVED) "XO'OR"OX"SASH 6 2 �7' WOOD FRAME OR BUCK- - 1I L.r 19 STRIP.SEE NOTE 2, EDGE —►I I 1/4'MAK SHIM 19 16 30 2g O EDGE SHEEP 2. DISTANCE - 13 20 40 OPERABLE 43 DISTANCE J-CHANNEL #10 OR 912 STEEL SASH o - FRAME SHOWN 1 SMS(G5),SEE 37-39 .-L TABLE 2,SHEET 2. p 1 28 TYP.ANCHORTYPE, 41 I I� EMBEDMENTAND ) 1 ��❑ 1/4°MAX SHIM LITED - VISIBLE I EDGE DISTANCE PER TYP.ANCHORTYPE, FIN AND/OR o- ����""III LIGHT WIDTH III���� a❑ SUBSTRATE,SEE (J _i TABLE 2,SHEET 2. DISTANCE EDGE FLANGE MAYBE (SCREW SHOWN) DISTANCE PER SUBSTRATE, REMOVED IN FIELD �: 73 SEE TABLE 3,SHEET 2 JI 85 67 FRFIN AME DADE APPROVED MULLION, 0 VISIBLE _ 42 EXTERIOR SHOWN 0 . 29 FEC COMPLIAM 73 LIGHT WIDTH II--TT 14 ALUMINUM/STEEL FRAMING 24 R 25 OR 26 3 VISIBLEOR STEEL STUD.MAY BE SEE SHEETS 6-8)TYPICAL FOR ALL FIXED VERTICAL OR HORIZONTAL. 1 . LIGHT LITE SEE SUBSTRATE PROPERTIES, '7(O'OR"OX"FIXED MEETING RAIL HEIGHT TABLES 2 8 3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 2223 OPTION 8 S (SEE SHEETS 7-8) ANCHORED THROUGH 29 TYPICAL FOR FIN INTO METAL 28 30. 16 19 16 ALL'XOX" (FLANGE MAYBE REMOVED) BUCK EXTERIOR - OPERABLE 40 20 OPERABLE 43 SASH HEIGHT o SASH SASH o o #10OR#12STEEL VISIBLE A 'r=i, 37-39 SMS(G5),SEE 21 HEIGHT SASH OR OR 23 LIGHT OPERABLE (SSE22 O� f� i O TABLE 2,SHEET2 II � 28 II E SHEETS 6.8) TYPICAL FOR ❑ 41 ALL SASH � 16 FIXED ❑a VISIBLE I _ o LITE Q - VISIBLE I 86 45 47 LIGHT WIDTH fff"'^^^--- r r LIGHT WIDiH III"'FFF"' O OPT. 43 —�7 WEEP 80 81 -\_J L_ NOTCHES 29 p 29 SHOWN D --- Illi VISIBLE 42 EXTERIOR 3/4'X1/4' 73 25 OR 26 1-1/4'X 114' 3 LIGHT WIDTH 14 1 J-CHANNEL (SEE SHEETS 6-8)TYPICAL FOR ALL FRAME 15 °XOX"FIXED MEETING RAIL _ SHOWN 33 BUCK WIDTH 3 1/4'MAX aROmUCn with thEForida HORIZONTAL SECTION F-F(XOX) p o p SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE _ Building Code (1)3-1W FROM EACH SASH I I I I I 1/ NOA-No. 17-0411.09 FIN FRAME 43 1f1 / SHOWN T CORNER AND(1)"AT CENTER OF `� N v� Ravtsed 6y: Dote: Revbton: Expiration Date 09/24/2020 SASH STILESRtAILS ���;`.2,�?N.•• !y2jj � JR 03/27/17 NO CHANGES THISSHEEr. 1 TYP.ANCHOR TYPE, 0 ` L,IC SF'•.�( By EMBEOMENTAND •Cn MIam1-Dad roduct Can rol i EDGE DISTANCE PER EDGE DISTANCE '.• Revised By- !>ofe: Revision: SUBSTRATE,SEE SEE _y>- No.58705 *_ i TABLE 3,SHEET 2. —.-1 EMBEDMENT -O - ® pmoHPUon; Drown By: I VISIBLE LIGHT FORMULAS =�1 �3 ?' �_ J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI VERTICAL O ' sT 4 INSTALLATION OPTION 5 (EQUAL-LITE,XO&0)0 T'. 4 1070 TECHNOLOGY DRIVE ANCHORED THROUGH INTEGRAL FIN SECTION D-D �,� •••:C�ORIDP.•'• N VENICE,FL 34275 TTOe' Ddta: INTO 2X WOOD FRAME OR 2UCK- HE WIDTH:BUCK HEIGHT 7CK iia� '� S,�ONAL ENG�� (941480.1600„ IRousr a,s s,IHS HORIZONTAL ROLLER-NI 05/15/15 STRIP.SEE NOTE 2,SHEET 2. 111 I i I I 1 1 ALL MGHt6 Reseaveo Seriess/Medeh Seale: Sheat: Growing No. Ray. i A LYNN MILLER P.E. P.E#SB705 CERT.OF AUTH.#29206 HR-5410 NTS 4 OF 15 MD-HR5410-01 B D5 ! i � SILICONE STRUCTURAL 114"NOM. POLYISOBUTYLENE WITH DESICCANT KOD(SPACE EXT.GLASS 70 4SG TPS 3/4"NOM. 314"NOM. �+— .OLASS BIT 76.79- BITE TYPTYP. INT.GLASS 1/8"A GLASS 1/8"T GLASS 73 a 74 112-AIRSPACE--\ 1/2"AIR SPACE EXTERIOR 118"A GLASS 1/8"T GLASS a 26 HOT-MELT Bl1M STRUCTURAL GI EXTERIOR a EXTERIOR SILICONE 2g , 75 FOAM 3118'NOM. WITH 29 DESICCANT SUPER EXT.GLASS SPACER®NXT'm a3 ��❑� GLASS TYPE 1 GLASS TYPE 2 0 INT.GLASS TYP.GLAZING DETAIL ALUMINUM REINFORCEMENT 3!4'NOM. �-+— � 3/4"NOM. 5116^NOM. BUTYL& 3/16"A GLASS 3/16'T GLASS DESICCANT FOAM 78 DURASEAL� 3!8"AIR SPACE 3/8"AIR SPACE EXT.GLASS SPACER 3/16"AGLASS _ � 3/16"T GLASS c]EXTERIOR a EXTERIOR INT.GLASS 7e-7s 7s-7s _ POLYISO- DESICCANT FILL AREA ' BUTYSEALEa 5116^NOM. GLASS TYPE 3 GLASS TYPE 4 SILICONE SEAL ROLL-FORMED - STAINLESS STEEL TM PRODUCT REVISED XL EDGE GLAZING NOTES: as complying with the Florida 79 "A"=ANNEALED Building Code EXT.GLASS SPACER 'I'=TEMPERED NOA-No. 17-0411.09 14�i U u l r!7 Expiration Date 09/2412020 e `��`,QN......(V/I'�i,. Revfsed By: Data R No CHANGES THIS SHEET. �<`.`• 44CENSF'••(� JR 03/27/17 By INT.GLASS Raisad By. Date: Revialon: Miami-Oadey roducl Cantrol No,58705 / Part# Description Material --p �+C '�-"•-"�_ ® Deswiption: Drain Oj: 76 Kommeding 4SG TPS Spacer System =�0 '. STATE i F '' ��' GLAZING DETAILS J ROSOWSKI See this 77 Quanex Super Spacer nM with Hot Melt Butyl ' �` a �lr 1070 TECHNOLOGY DRIVE 111/, Oafe: Shee4 for FS'•. 7RIDA.•'X�� N VENICE,F134275 78 Quanex Duraseal Spacer Materials �'''S,70NAt E\,%C � oa aMo�D7Iror xouGrn�a w� HORIZONTAL ROLLER WINDOW-NI 05/15/15 79 Cardinal XL Edge Spacer rt I I I I I I t ' Ml RIGHTS REBETIVEG cede/Maddc scale: Sheat Dmetng No. R—.. REFERENCE TEST REPORTS:FTL-8717.8960&8970 A.LYNN MILLER,P.E. CERT.OF AUTH.1129296 HR-5410 NTS 5 OF 15 MD-HR5410-01 B P.E858705 TABLE 5: TABLES: TABLE 7: Index to All Design Pressure and Anchor Quantity Tables 7 Glase Types Glas'4pP9 Design Pressure(Ibs/ft2)forXO or OX Windows 1.4 Design Pressure(Ibslft�)for XO or OX Windows Mac. Max. Glass RelnC lhsfgn pm. Anchor Quantity Rent L-wl Window Buck Height Reint Leel Window Buck Height Contig. Width R1 30' 36' 48' __ 54" R2 3T 36' 48' S4' dth Helght Type Leel 25.1(2• +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65,0 -100.0 25-1/27 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 1-130.0 Table# Page# Table# Page# £ S 5a` 1 6 6 13 9 28' +65.0 -100.0 +65.0 -100.0 +65,0 -.100.0 +65,0 -100.0 28• +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 75" 54' 1 2 7 6 14 9 36" +65.0 -100.0 +65.0 -100.0 +65,0 -94.2 +65.0 -81.6 36' .65.0 -130.0 +55,0 -130.0 +65.0 -118.5 *65.0 -109.5 yp 63' 3 70 7 15 10 m q2• +65.0 -100.0 +65.0 -100.0 +65.0 -83.9 +65.0 -72.4 m 42' +65.0 -130.0 +65.0 -130.0 +65.0 •91.7 +65.0 -82.4 or 54" 1 6 6 13 9 q8' +65.0 -100.0 +E5.0 -100.0 t+65.0 -76.5 +fi5.0 -65,8 48' +65.0 -130.0 +65.0 -129.4 +85.0 -85.8 +65,0 -72.6 OX 7S, 54" 2 4 2 7 6 14 9 tip• +65.0 -100.0 +65.0 -100.0 -66.8 +58.5 -56.5 60` +65.0 -130.0 +65.0 -114.8 +65.0 -83.5 +65.0, -71.8 83' 3 10 7 15 10 7T 4116 16 10 75' +65.0 -100.0 +65.0 -94.9 •60.3 +50,0 50.0 75' +65,0 -109.5 +65,0 -94.9 +65.0 -72.9 +65.0' 55.5' j 120' 63' 1 3 8 7 17 11 SEE TABLE 13 FOR ANCHORAGE '+651-70 FOR GLASS TYPES 24 SEE TABLE 14 FORANCHORAGE xax140' 83° 2.4 3 9 7 18 12 4 12 8 19 13 O HEADER HEADER 4'MAX.O.G. a I SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH D 21 LEVEL R1 REINFORCEMENT Q LEVEL R2 REINFORCEMENT 'jrt5ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT STER DETAIL FRAME TYPES& FRAME TYPES 8 CONFIGURATIONS)) CONFIGURATIONS) a O 21 a 21 4"MAX.O.C. rJnER10R IXiER10R SILL SILL (� I� IV 74-ANCHOR STER DETAIL SASH WIDTH L SASH WIDTH MEETING RAIL fl 1 0 MEETING RAIL 4-MAX O.C. -►1 D Q 25 p a 24 21 21 0 21 21 0 JAMB E%TFnnAICR JAMB EXTRERIOR PRODUCT REVISED �j/ //// 3-ANCHOR V o 0uilding lCodowlth the Florida CLUSTER DETAIL ° 11Illlrrr NCA-No. '17-04'11.09 t1!'' 4 NOTES: ♦ i Revised By: Dat.: Rerisron: Expiration Date 09/24/2020 1)USE THESE TABLES FOR ALL WINDOWS �\�•��Q' CENy ��( � JR 09/27/17 .0C-NGESTHISSHEET. By INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. . Q-: F ••.(� Mlam a Produet Control W MAX.O.C. �...�-,..I 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK - f1' Rwised BY: Oate: Revision: 4'MIN.O.C. I I HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE �•:• No•58>OS 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT _ �} ® Deserip0on Drawn AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �T)`O'. rNr,� DESIGN PRESSURE TABLES JROSOWSKONTHETABLE. '� F ;` 1070 TECHNOLOGY DRIVE rrAlCHOR 4)'1/4-1/2-1/4'AND'1/3-1/3-I/3'INDICATE THAT ��CCs'•, I •- � \TIONS FALLN.VENICE,FL 34275ToDate: STER DETAIL WITiINTH SASHDSASH WD7HRANGEWRTHEADJACENT �`,S�ONq� EN�?.�� (941)•46D-11300 HORIZONTAL ROLLER-NI 05/15115 COLUMN.'CUSTOM"INDICATES THAT NO 'rrr 111 l 111111 COPMGHTO 2017POT INDUSTRIM INC. STANDARD SASH CONFIGURATIONS FALL WITHIN -MG--RLSeR Sariee/Modeh scale: Sheat: Drawing No. Rwr. A LYNN MILLER,P.E CERT.OFAIJTH.lY19296 HR-5410 NTS 6 OF 15 MD-HR5410-01 B THE RANGE P,E#58705 TABLE 6: TABLE 10: Glass Type Sash Sash Design Pressure(lbsift2)for XOX Windows Glass Types esIbsfft2 forXO or OX Win dows Conigurallon Width 1•4 Din Pressure(9 ) Ralni Letel Range(In) Window Duck Hel9hl RelnC Lasel Window Buck Height R3 30• 36' 48' 54' 63' R3 30' 36' 48' 35.1Iq• I 11.391•11.391F-65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -93.0 25.1/2" +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 38' '/s-h-h 12.308-12.308 -100.0 +65.0 -100,0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 26• +65.0 -100,0 +65.0 -100.0 +65.0 -100.0 +65,0 -100.0 +65.0 -100,0 11.391-13.397 -100.0 +65.0 -100,0 +65,0 -89,0 +85.0 77.9 +65.0 -69.5 45-118, 36' +65.0 -100.0 +65.0 -100.0 +65.0 -100,0 +65.0 -100.0 +fi5.0 -85.4 13.399-14.883 -100.0 +65.0 -100.0 +85,0 -100.0 +fi5.0 -100.0 +85.0 -96.5 q2• +65.0 -100.0 *65.0 -100.0 +65,0 -91.7 +65.0 -82.4 +65.0 -74,1 11.391-12.297 -100.0 +65.0 -100.0 +65,0 -85,8 +55.0 -72.2 +59,8 -59.6 47.3/4, 48' +65.0 -100.0 +65.0 -100.0 +65.0 X5.9 +65,0 -72.8 +60.9 -E0.9 Y.-Y,% 12.298•15.558 -100.0 +85.0 -100.0 +85.0 -87.2 +65,0 -74.9 +65.0 -65.9 60" +66,0 -100,0 +65.0 -100.0 +65.0 -83.5 +65.0 -70.9 +58.7 -56.7 Custom 11.391-12018 -100.0 +65.0 -100.0 +65.0 -84.4 +65.0 -71.8 +56.3 36.3 75' +85.0 •100.0 +65,0 •94.9 +65.0 -729 +M6 462.6 +50.0 -50.0 x 52-118' '/.-'/s=/e 12017-13.397 +65.0 -100.0 +85.0 -100.0 +65.0 1-85.0 +65.0 -71.8 +56.1 -56.1 SEE TABLE 15 FOR ANCHORAGE to 'iy-� 13.398•17.016 +65.0 -100.0 +65.0 -100.0 +85.0 A5.4 +65,0 -72.0 +58,7 -58.7 Custom 11.391-13.397 +65.0 -100.0 +65.0 -96.9 +65.0 •73.9 +65.0 36,8 +55.9 -55.9 O SO' %-%-% 13.396-15.360 +65.0 -100.0 +65.0 -100.0 +65.0 410.8 +65.0 -70.7 +57.6 -57.8 HEADER %s-}j-}�j 15.361-19.641 +65.0 -100,0 +65,0 -100.0 +65.0 44.5 +65.0 -71.8 +58,3 -58.3 75' %Y_y. 17.141-19.110 +65.0 -100.0 +65.0 -89.3 +65.0 -68.6 +61.4 -61.4 +525 -525 "-ys 19.111-24.641 +65.0 -100.0 +65.0 -98.1 +65,0 -74.5 +65.0 417.2 +56.1 36.1 a 96" !13_%_y 27.641-32516 +65.0 -100.0 +65.0 1 -89.3 1+65.0 -68.8 +61A -61.4 +52.5 325 SECTION DETAIL Custom 32517-39.841 +65.0 -100.0 +65.0 -91.3 +65.0 -70.6 +63.0 -63.0 +53.7 •53.7 22 120' i_i_yj •• -39.841 +65.0 -100.0 +65.0 -69.3 +65.0 418.8 +81.4 •61.4 +50.0 •50.0 FOR WINDOWS WITH Q "MIN.SASH SIZE=WINDOW WIDT1-40.72 SEE TABLE 17 FOR ANCHORAGE LEVELFO REINFORCEMENT 2 (REINFORCEMENTS SHOWN SASH TABLE 9: IN FIGURES APPLY TO ALL HEIGHT 0 Glass CONFIGURATIONS 2 gpe5 FRAME TYPES& Sash Sash Design Pressure(Ibsfft2)for Windows ) Q Conhgurz8on W)dth Ralnf.Level Range(in) Window Buck Height R3 30' 36' 48' 54' 63' a 11.391-11.391 +65.0 403.0 +65.0 -100.0 +65.0 -12L +65.0 -100.0 +65.0 -100.0 38' y-h-% 12.308-12.308 +G5.0 -100.0 +65.0 -100,0 +65,0 -100.0 +65.0 -100.0 +65.0 -100.0 %_Y_y, 11,391-13.397 +65.0 -100.0 +65.0 -100.0 +65.0 •100.0 +65.0 -100.0 +65.0 •97.9 E%TtRroR SILL 45-118' 13.398-14.683 +65.0 400.0 +65.0 -100.0 +65.0 -100.0 +85.0 -100.0 +85.0 -100.0 -�-y 11.391-12207 +65.0 -100.0 +65.0 •1A +65.0 -100.0 +65.0 -100.0 +65.0 -95.2 47-3/4 0D0 y-''/y-r/ 12.298-15.558 +85.0 -100.0 *65.0 -100.0 +65.0 -100.0 +85.0 -100.0 +85.0 -91.2 Custom 11.391-12.016 +65.0 -100.0 465.0 -100.0 +65,0 -100.0 +85.0 -100.0 +65.0 36.5 SASH WIDTH 52-1/8' 7,_;h% 12.017-13.397 +65.0 -100.0 +65.0 -100.0 +65.0 •100.0 +65.0 -100.0 +65.0 37.5 v$_ % -Y.-Y. 13.398-17.016 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +85.0 -100.0 +65.0 -84.6 0 0 MEETING RAIL 3 11.391-13.397 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 D4.8 +65.o -77.0 D y 60' 13.395-15.360 +65;0 -100.0 +65.0 •100.0 +65.0 -100.0 +65.0 •04.9 +65.0 -77.7 O O 25153819 +65.0 -100.0 +65,0 -100.0 +65.0 -100.0 +65.0 •92.1 +65,0 -75.7 22 2211.391•13.397 +05.0 -100.0 +65.0 -100.0 +65.0 •94.4 +65.0 36.8 +55.0 -68,775° 13.398-19.110 +65.0 -100.0 +65.0 •100,0 +65.0 -97.3 +65.0 480.4 +63,8 -63,8 JAMB � PRODUCT REVISED 19.111-24.641 +65.0 -100.0 +65.0 •100.0 +65.0 -94.1 +65.0 -79.4 +64.3 -64.3 as complying with the Florida Building Code 17.641-19.397 +65.0 -100.1) +65.0 -90.4 +65.0 -92.8 +65.0 -75.6 +60.9 -60.9 NOA-No. 17-0411.09 111111! - 2149..398.240 +65.0 -100.0 +65.0 -57.4 +65.0 -87.8 +65.0 -74.2 +57,5 ,-575 \";`1 Rvisd Dote, Expiration Date 09124/2020NN / 89.9 f55.2 -55.2 ••••••361-31.36 641 +65.0 -100.0 +05.0 -100 +85.0 +65.0 JR 03/27/17 NO CHANGES THIS SHEET. %•%-'/+ 29.641-32.515 +65,0 -100.0 -90.4 +65.0 •62.8 +65.0 -68.6 +52.7 -52.7 1,ICENSE 120° Q'; Revlsod By. Data: Ravisfon: Miam a Product Control ''/.a•ys-'/1 32.516-39.641 +65,0 -100.0 +65,0 -100,0 +65.0 -81.4 +65.0 -65.6 +50,5 -50.5 N0.58705 � 140' Custom -39.641 +65.0 -100,0 +65.0 -90.4 +65.0 31.4 +65.0 15.6 +50,0 -50.0 :• *� WINDOW WIDTH-60.72 SEE TABLE 18 FOR ANCHORAGE --fl •-�•.�; _ Description: Drorn DY• ••MIN.SASH SIZE= :j0 -� a; DESIGN PRESSURE TABLES J ROSOWSKI NOTES: 2 �0,�'•, '(V�� 1070 TECHNOLOGY DRIVE live: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN., (" '•.�'<ORIDA,•• � �� N.VENICE,FL 34275 OOta. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34),SASH SIZE IS AS PER THE FIGURE. i S G` (941}480-1600 HORIZONTAL ROLLER-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ///vs�OfVAL EN��\ CCPYMHT020 PGT DIDUSnaEa,ltG IN THE ADJACENT DCOLUMN..'CUSTOM" DICATES THA-1/3-1/3-1/3'INDORrE THAT THOSE T STRANDARD SASHD SASH C ONFIGURATIONSIGURAATIONS FALLTIONS FALL I WITHIN THE RANGE. A.LttJN 4.{I�a ASH WIDTH RANGEl l P.E n10Hrs RESEnvEo Serie H R-odfM Seafe: Sheet: Drawing No. Raw. P.E.1158705 CERT.OFAUTH.=9296 HR-5410 NTS 7 OF 15 MD-HR5410-01 B i i TABLE 11: Glass Types Design Pressure(Ibs/fe)forXOorOXWindows 2.4 Reinf.Level Wind=Buck Height R4 36" 1 48" 54' _ - 63" 72" ' 25-1/2' +65.0 -130.0 +65.0 -130.0 +65.0 •130 D +65.0 I•130.0 +65.0 -130.0 28" +65.0 -130.0 +65.0 1•130.0 +65.0 1.130.0 1+65.0 •130.0 +65.0 1-130.0 38" +65.0 -130.0 1+65.0 1•130.0 +65.0 •130.0 +65.0 -130.0 +65.0 1-123.3 m 42' +65,0 -130.0 1+850 -130.0 +65.0 -130.0 +05.0 •120.6 +65,0 -108,2 0 9 48" +65.0 -130.0 +650 -130.0 +65,0 -130.0 +65.0 -114.2 +65.0 -97.1 HEADER 60" +65,0 -130.0 +65.0 -130.0 +65-0 -1126 +65,0 -94.1 +65.0 -81.T 75' +65.0 -130.0 +650 I-119.3 +65.0 -104.0 +65.0 -84.2 +65.0 •70.0 SEE TABLE 16 FOR ANCHORAGE a SECTION DETAIL FOR WINDOWS WITH O 23 TABLE 12: LEVEL R4 REINFORCEMENT Glas2s Types Sash Design Pressure(Ibs/fe)for XOX Windows (REINFORCEMENTS SHOWN SASH SashHEIGHT Width IN FIGURES APPLY TO ALL Relnf Level Configurcllon Range(in) Window Buck Height FRAME TYPES& R4 3D' 36' 1 46° 54" 63' CONFIGURATIONS) a 23 3&1/4' Wl,=% 11.391_11.391 +65.0 -130.0 +65.0 -130.0 +65.0 -130,0 +65.0 -130.0 +65-0 •130.0 _ 38' Y,-%-% 12.308-12.308 +65.0 -130.0 +65.0 -130,0 +65.0 -130.0 +65.0 -130.0 +85.0 -130.0 a Y_X-!14 11.391-13.397 +65.0 -130.0 +65.0 -130.0 +05.0 -130.0 +65.0 -130.0 +65,0 -130.0 0 45.116" -'/3-% 13.398-14,683 +65.0 -130.0 +85.0 -130.0 *65,0 -130.0 +65.0 -130.0 +65.0 -130.0 -% 11.391-12.297 +65,0 -130.0 +65.0 -130.0 +65.0- -130.0 +65.0 -130.0 +65.0 428.9 n SILL 47.114^ �_�_% 12298-15.558 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65:0 -130.0 *65.0 -127.7 -10 Oust- 11.391-12016 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -115.2 +65.0 98.2 52_1/8• y_y-'/a 12.017-13.397 +65.0 -130.0 +65.0 -130A +65.0 -130.0 +65.0 -121.3 +65.0 -104.3 -%-'/ 13.398-17.016 +65.0 -130.0 +65.0 -130.0 +65.0 -13D.0 +65.0 -130.0 +65.0 -118.7 SASH WIDTH Custom 11.391-13.397 165,0 •130.0 +65,0 -130.0 +65.0 -120.4 +65.0 -104.8 +65.0 -86.2 e o �_+/�_� 13.398-15.360 +65.0 -130.0 +85.0 -130.0 +65,0 -127.2 +65,0 -108.2 +65.0 -89.2 MEETING RAIL '/a- % 15.361-19.641 +65.0 -130.0 +65,0 -130.0 +55.0 -130.11 +65.0 -116.4 +65.0 •90.5 (]� f Custom 11.391-13.397 +650 -119,7 +65,0 -109.6 +65.0 -94.4 +65.0 -86-8 +65.0 1 -75.2 LJ l 26 75° %_�_� 73.398•19 23 23 .110 +65.0 -130,0 +65.0 -121.2 +65.0 -1022 +65.0 -91-7 +65,0 -79-3 19.111_24.641 +65.0 -130.0 +65.0 -130.0 +65.0 •121.1 +65,0 -105.2 +65.0 436.4 Custom 17.641.19.397 +65.0 -100.0 +65.0 90.4 +55.0 -62.8 +65.0 -75.6 +65.0` -67,3- JAMB mmgn 0 96^ Yn-%-'/, 19.398-24.380 +65.0 -100.9 +65.0 -97.4 +65,0 1 •67.0 1+65.0 -80.2 +65.0 -70.4 o Y_y_% 24.361-31.641 +65.0 -130,0 +65.0 -124.2 +55.0 -103.8 +65.0 -92.7 +05.0 -77.3 V 120" 29,641-32.516 +65,0 -100.0 +65.0 50.4 +65.0 -82.8 +05.0 -75,8 +650' -67.3' 32516-39.641 +85.0 -111,8 +95.0 -103.0 +65.0 -90.6 1 165.0 -83-4 +65.0 -70-7 140" Custom ^` -39.641 +65.0 1-10411 +65.0 -90.4 +65.0 A28 +65.0 -75,8 +65.0' 97.3' • PRODUCT REVISED +651-70 FOR GLASS TYPES 2&4 SEE TABLE 19 FOR ANCHORAGE as complying with the Florida '•MIN,SASH SIZE=WINDOW WIDTH-60.72 Building Code N 2 CA-No. 17-0411.09 t 1111 I 11111 ReNaeA By: aReWsion: expiration Date 09/24/2020 Dte: �� ���•' �/ JR 03/27/17NO CHANGES THIS SHEET. By ��..•'t-10ENSF'•.���i Miami-Dad roduet Central Revleed By. Data. Revision: *: No.58705 z}__ -p - Dee fi Wn. Dawn BY: �;•tea; DESIGN PRESSURE TABLES J ROSOWSKI �O�'•, TATE OF ; (U� 1070 TECHNOLOGY DRIVE pole: NOTES: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. i�s-'•ACORIOP,.•'•���� N VENICE,FL 34275 Title: 3)FRAMOR E DI ENSIONSNOT ARE ROUND WIDTH THE NEXT AVAILABLE WIDTH ORH HEIGHT DIMENSION zE SHEETS 3-4).SASH SIZE IS SHOWN ON THE TABLE.PERTHE FIGURE. ,�77S'()NAL E�G��` COPYRI%02,D17F6T1HD11B1x"S'NC- HORIZONTAL ROLLER-NI 05!15/15 4)'1/4-112.1/4'AND'1/3-113-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE 71111I1111vv AuwGHrs 8Es68v6o Serfas/AfodaF. Srnle: Sheetr Drawing Na. Rar. IN THE ADJACENT COLUMN. "CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN MILLER,P.E. CERT,OF AUfH.#29298 HR-5410 NTS 80F 15 MD-HR5410-01 B p.EA 58705 TABLE 13: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 1-4 Sash Spacing for"Integral- GroupE GroupF 30"Height 3fi"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height Width Head Head E Head j' Head a Head Head ° Head Head Fin"Installation 2.5" 4" Relnf.Level °i &Sill 0 &Sill 9, Sill W &SiII 0, &Sill &SIII &SIII &Sill R1 Anchor Group A Anchor Group C 51 GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED as complying with the Florida 25-112" 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 Building Coda FOR OX WINDOWS(XO SIMILAR): NOA-lie. 17-0411.09 1 28" 13.397 1+C2+1 121 1+C2+1 31 1+C2+1 131 1+C2+1 3 1+C2+1 21 1+C2+1 3 1+C2+1 131 1+C2+1 3 ANCHOR QUANTITY Expiration Date 09/24/2020 i{ Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 21 1+C2+1 3 1+C2+1 3 1+C2+1 3 PER JAMB By I M 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 f+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 Miami- de Product Control HEAD AND SILL.ANCHOR QUANTITY. 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 (2)ANCHORS ATTHE FIXED SFCT10N 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+(`2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL +(2)ANCHORS ATTHE SASH m ADDED NOTE TO ANCHOR 75" 36.697 2+C2+2 Z 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 OF 7 ANCHORS AT THE HEAD AND 7ANCHORS ATTHE SILL, QTY:TABLES. Anchor Group B Anchor Group D . 25-1/Z" 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 SEEELEVATTOKSHEET1 Y m _ I SEELEVATION,SHEETI j •nav t 28" 13.397 1+C2+1 2 1+C2+1 3 1+G2+1 3 1+C2+1 V2+C2+2 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I SEECLUSTER N.SHEETI Ls,SHEET s z 7 Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 F o Q II 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I ru 0 M _ SEE ELEVATION, p pw 'aloe 48" !229.397 .397 1+C2+1 2 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 / .O X/ SHEETI C9 N F t c M. 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+Z 3 ELEVATION, � �� 75" 36.897 2+CZ+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SHEET 1 MEETING RAIL. pLL 0 N- aro,0 SEE TABLE 6 FOR DESIGN PRESSURE REPEATANCHOR PATTERN AT SILL W Z Q W 'ON TABLE 14: FOR XOX WINDOWS: wJ z nxa Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY o 2i of a Q r to PERJAMB Z o l 0� 1-4 Sash 30"Height 36'Helght 48'Height 54"Height 30"Height 36"Height 1 48"Height 1 54"Helght W LL. Width Head E Head E Head Head E Head E Head E Head E Head 1+C3+2+C3+1 4 HEAD AND SILLANCHOR QUANTITY: J.•O Reinf.Level �n� &Sill m &Sill m &SIII m &Sill m &Sill m &Sill m .&Sill m &Sill m (1)ANCHORATTHESASH rn .� -� -� -� -> -� r A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL R2 Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION ® Q 1�S +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL v < J 25-112" 12.147 1+C2+1 21+C2+1 3 1+C2+1 31 1+C2+1 3 +(1)ANCHOR ATTHE SASH0 < Z 28" 13 397 1+C2+1 . 2 .1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 16 ANCHORS AT THE HEAD AND 10 ANCHORS ATTHE SILL. � 10� z alo's 36" 17.397 t+C2+1 2 1+C2+1 13 1+C2+1 31 1+C2+1 3 O N x 42" 20.397 Not Allowed SEE ELEVATION,SHEETIto m 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ~ U fL' SEE ELEVATION,SHEET 1 z 0 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 SEE ELEVATION,SHEET Q z = 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 �_.--_-_.-_� a111 '�sa0 cava 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 — - - _ SEEELEVATION, V1111i1 1111r1r� Anchor Group B Anchor Group D SEE X SHEET LY/pN� 2-1-1/2" 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 ELEvaTION, �'i / a. v ICEN yF•.f���i r SHEET 1 SEE CLUSTER P' 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 MEETING RAIL = DETAILS. = No.58705 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 SHEET5 _ Y REPEAT ANCHOR PATTERN AT SILL a 42" 20.397 1+02+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 �7 '• m NOTES: l ; 3 48' 23.397 1+C2+1 2 1+C2+i 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 1)FRAME DIMENSIONS ARE BUCK W DTH 'Ov` F •'4(/, o Max.Anchor O.C. Anchor AND BUCKHEIGHT(SEE SHEETS 3-4). '��s '••�ORIDP,.••' � 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 Spacing for"Integral- GroupF SASH SIZE IS AS PER THE FIGURES ON ONAL NG`` 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+CZ+2 3 Fin"Installation 4" 2)OR SIZES NOT SHOWN.ROUND UP To SHEETS �/ SEE TABLE 7 FOR DESIGN PRESSURE THE NEXT AVAILABLE WIDTH OR HEIGHT A LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.D.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE. P,E.0 58705 I TABLE IS: Max.AnchorO.C. 1-4 Max.Types Anchor Quantities for XO or OX Windows F. Sash 30"Height 36- Height 30'Height Height 54"Height 63"Height pacing for"Integral- Width I Fin"Installation Reinf,Level (in) Head -E He id Head Head I- I, &Si E E G H E Anchor Anchor R3 &Sill Sill &Sill Anchor Group A Group E Group F Anchor Group C 2.5- 4" PRODUCT REVISED �-1 4 1+C2+1 F4 1+ 2+1 14 I+C2+1 12 ���+C2+1 3�I+C2+1�41+C2+7tj 4 1 3 as compifing with the marid. 25-1/2' 12.14-1 1+62+ 2 +C2+1 141 Building Ccde ight 30 Head Height d E _T+C2�1 2 28, 13,397 I+C2+1 12 1+C2+1 13 I+C2+1* 4 1+02+1 14 I+C3+1 14 I+C2+1 12 1+C2+1 13 1+02+1 141 1+ +1 14 1+G2+1 14 NOTES: NOA-No. 17-0411e09 1)FRAME DIMENSIONS ARE SUCK 36' 17.397 I+C2+1 12 1+C2+1 13 I+C2+1 4 I+C3+1 14 I+C3+1 4 I+C2+1 2 I+C2+1 13 WIDTH AND SUCK HEIGHT(SEE Expiration Date 09/2412020 I+C2+1 14 1+C2+1 14 I+C2+1 14 2 SHEETS 3-4),SASH SIZE IS AS PER THE m 42' 20.397 11 1+C2+1 12 I+C21�1 13 1+C2+1 4 J+C3+l-F4 I+C3+1 4 I+C2+1 2 1+C2+1 13 I+C2+1 4 I+C2+1 4 1+C2+1 4 FIGURES ON SHEETS 6-8. DY 1 2 Miom!-D a product Control 48' 23.397 I+G2+1 12 I+C2+1 3 1+02+1 4 1+C2+ - I+C2+1 4 I+C2+1 2 I+C2-1 3 1+C2+1 4 j+C2+jT4 I+C2+1 4 2)FOR SIZES NOT SHOWN,ROUND P 60 2,19,397 2+C2+2 12 2+C2+2 3 2+C3+2 4 '2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 To THE NEXT AVAILABLE WIDTH OR — 2 HEIGHT DIMENSION SHOWN ON THE ADDEDNOTETO ANCHOR 75- 36.897 -2+C2+2-12 2+C2+2 3 2+C3+2 4 2+C3+2 4[2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 2+C2+2 TABLE. OTY.TABLES. 11 Anchor Group 8 Anchor Group D 3)SEE SHEET,9 FOR A GUIDE TO USING 1 25-112" 12.147 I+C2+1 12 I+Ca2 13 —C2+1 1-4 1+C2+1 4 1+C2+1 4 1+C2+1 2 7�+C2+1 31 I+C2+1 141 1+ T7+�C2+1 4 THESE TABLES. L0 ;5 2F 13.397 I+C2+1 12 1+C2+1 13 1+C2+1 14 1+C2+1 14 I+C2+1 14 1+C2+1 12 I+C2+1 31 I+C2+1 14 1+C2+1 141 I+C2+1 14 4)1!41!2-1l4°AND 36. 17.397 11 I+C2+1 12 1+C2+1 13 1+C2+1 14 1+C2+1 14 I+C2+1 INDICATE THATTHOSE STANDARD — 4 I+C2+1 12 1+C2:i-I 31 1+C2+1 4 1+C2+1 14 1+G2+1 14 SASH CONFIGURATIONS FALL WITHIN LU 1�5 C) 4r 20.397 1 C2+1 2 i+C2+1 3 I+C2+1 4 I+C2+1 4 1+02 I+C2+1 4 ............................7 THE SASH WIDTH RANGE IN THE +1 4 1+C2+1 2 3[ i+C2+1 4 1+C2+1 1 1+C2+1 .4 "CUSTONI* of 0 C/) ADJACENT COLUMN. — 2-T+—c2+l 31 I+C2+1 I+C2� INDICATES THAT NO STANDARD SASH Cif 'k*- 48" 23.397 I+G2+1 2 I+C2+1 3 I+C2+1 4 1+C2+1 4 I+C2+1 4 I+C2+1, 0 -1-0 0 >- 60" 29.397 2+C2 - (D +2 2 2+C2+2 13 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 31 2+C2+2 A 2754 CONFIGURATIONS FALL WITHIN THE UJ RANGE 'T m 75" 36.897 2+C2+.2 2 -2+C2+2 4 2+C+2+2 4 2+C22 - 0 to -79- :3� 0-,. 1;7 TABLE 16: SEE TABLE 10 FOR DESIGN PRESSURE1! ESSURE z LL a =:Lj�2 a W 5:cc < W Glass Types Anchor Quantities for XO or OX Windows Max.AnchorO.C. sMo 2-4 Sash -- Spacing for LO 30"Height 36" 54"Height 1 63"Height 1 72"Height Width 30"Height 1 36-Height 48-Height Fze (in) E Head It '�—ajd jfj Head 1� "Integral-Fin" LU LL Reint Level Head Head Head-T-El He Head ' Has El H Head Head 0 Head Head & &Sill Anchor Group F --j 0 &Sill &Sill &Sill &Sill &sj 2 m R4 11 Sill &Sill &sill 1� 0 Anchor Group A Anchor Group C . I - I Z 1)� 25-1/2- 12.147 1+C2-1 12 2,1 C2.1 3.v i+r,4+i 15 2ST" 13M7 1+C2+1 12 '1+C2+1 13 1+C3+1 141 1-C3+1 14 I+C3+ 0 1.- z 1 15 I+C4+1 15 S arms 36" 17.397 1+02+1 2 I+C2+1 3 1+C3+1 41 1+04+1 4 1+G4+1 15 I+C4+ ,; 0 '2*147 '3'397 1 7.397 cc 42- 20,397 Not Allowed I+C2+1 2 I+C2+7 3 I+C3+1 4 I+C4+1 I+C4+1 5 3: 48" 23._397 1 'S 0 L0 9 1+C2+1 2 1+C3+1 3 I+C4+1 4 I+C4+1 4 I+C4+1 5 I+C4+1 15 z 0 0-� 601, 29.397 < 3: 2+C2+2 2 2+C3+2 C4+2 --F5 3 2+ 4 2+C4+2 4 2+C4+2 5 2+C4+2 75" 36.897 - 2+C2+2 21 2+C3+2 3 2+C4+2 41 2+C4+2 4 2+C4+2 5 5 2+C4+2 1 5' Anchor Group B Anchor Group D Y L 12 I+C;3+1 131 1+02+1 1+C4+1 15 4 2 i+C2+1 -1/2 3 I+C2+1 14 1=+5717 5 1+C4+1 5 25 12,147 11 I+C2+1 12 I+C2117 1732717 28" 13.397 I+C2+1 12 1+C2+1 13 I+C3+1 14 1+C3+1 4 I+C3+1 51-1+C4+1 5 1+C2+1 I+C2+1 3 4 I+C3+1 14 I+C3+1 15 1+C4+1 15 1 36" 17.397 1+02+1 12 I+C2+1 13 1+C3+1 14 I+C4+1 4 1+C4+1 Is 1+C4+1 5 1+02+1 12 I+C2+1 131 I+C3+1 4 1+C4+1 4 1+C4+1 15 1+C4+1 5 42' 20,397 1 1+C2+1 12 I+C2+1 3 I+C3+1 [4 m 1+04+1 4 I+C4+1 15 1+C4+1 5 1+C211 12 1+C2+1 3 I+C3+1 4 1+64+1 4 1+G4+1 5 1+04+1 5 _3 48' 23.397 I+C2+,l 12. 1+r-3+1 3 I+C4+1 1'4 I+C4+1 4 I+C4+1 I+C4+1 5 I+C2+1 4 15 2 J+C3+1 3 1+C4+1 4 1+r-4+1 4 1+C441�5 1+C4+1 5 601. C4+2 14 2- 2+C4+2 4 + 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 75" 36.897 2+C3+2 3 2+C4+2 4 A 11 2+C2+2 12 14 2+C4+2 71 2+C4+2 5 2+C2+2 2 2+r-3+2 3 W2+C4+2 A SEE TABLES I FOR DESIGN PRESSUREIIII MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGEMUSTALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS, A.LYNNMILLER P.E#6e705 ii TABLE 17: Glass Type Anch or Quantities for XOX Windows i Sash 24"Height 30"Height 36"Height 48"Height 54'Height 63'Height 24"Height 30"Height 36"Height 48'Height 54'Height 63•Height Sash Width Confgu2tlon a ' n Relnr.Level Range(n) Head 8 SIII Head 8 Sill ,� Head 8 Sill Head 8 Sill Head 8 Sill Head 8 Sill ,� Head 8 Sil Head 8 Sill ' Heed 8 5711 Head 8 5111 ,� Head 8 SIII ' Head 8 SIII11 11 PRODUCT REVISED as comp)yIng with the Florida Anchor Group A Anchor Group C Building Code 35-1/4° %-%%, 11.391-11.391 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 A l+C2+p+C2+1 A l+C2+p+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+p+C2+1 4 NOA-No. 17-0411.09 3g %Y% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 311+C2+0+02+1 4 1+C2+0+C2+1 4 1+q+C*q+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 q 1+C2+0+C24-1 4 1+C3+Mq+1 4 Expiration Date Q /2412020 %-%-% 11.391-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+q+0+C3+1 4 t+C3+p+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+q+1 4 1+C3+0+C3+1 4 1+q+0+q+1 4 gY 45.118' Mlaml- a Product Contro 34-Y,-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+CS+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 14C2+0+C2+1 3 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+q+0+C3+1 4 %-y-y 11.391-12.297 1+C2+O+C2+1 2 1+C2+o+C2+1 2 1+C2+0+C2+1 3 1+C3+O+q+1 4 1+C3+0+C3+1 4 1+C3+0+q+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+q+G+C3+1 4 1+C3+D+C3+1 4 47-3/4' %-%-A 12.298-15.558 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+02+1 3 1+C3+o+C3+1 4 1+q+o+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+q+0+C3+1 4 1+q+p+q+1 4 1+q+p+q+1 q m g.DEDNOTETOANCHOR ts Custom 11.391-12.016 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+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+02+1+C2+1 2 1tC2+t+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0'QTY.TABLES. 52-1/6' %%-Y4 12.017-13.307 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C3+0+q+1 3 1+q+0+C3+1 4 1+q+0+C3+1 4 1+C3+D+qt1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 3 1+q+D+C3+1 4 1+q+0+C3+1 4 1+C3+O+C3+1 4 m %-%-y3 13.398-17.016 i+C2+0+C2+1 2 1+C2+0+02+1 2 1+C3+0+C3+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+q+1 3 1+03+0+q+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 Y o Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+C2+1 4 1+q+2+C3+1 4 1+C3+1+q+1 4 1+CZ+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 A l+q+1+C3+1 4 1+q+1+C3+1 4 z - (� n°a 60" Y4-y2-y4 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+q+1 4 1+C3+1+C3+1 4 1+q+1+c3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+q+1 4 1+C3+1+C3+1 4 w ` C3 h- % 15.361-19.641 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+q+O+C3+1 3 1+C3+0+q+1 4 1+C3+0+C3+1 4 1+q+0+q+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+q+0+q+1 3 1+q+0+q+1 4 1+q+0+q+1 4 1+C3+etq+1 4 7 p 0 U) O y-%-% 17.141-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+q+2+C2+1 4 1+C3+2+03+1 4 t+q+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+1+C2+1 4 i+C3+1+C3+1 4 t+q+1+q+1 4 Q Q alb Q � 75` )3%-Y, 19.111-24.641 1+C2+O+C2+1 2 1+q+0+C3+1 2 1+q+0+q+1 3 1+q+0+C3+1 4 1+04+0+C4+1 4 1+C4+D+C4+1 4 1+C2+0+C2+1 2 1+q+O+C3+1 2 1+C3+0+C3+1 3 1+03+0+C3+1 4 1+C4+0+C4+1 4 1+04+O+C4+1 4 } ?y � %_% 27.641-32.516 2tC2+2+C2t2 2 2+C2+2+C2+ 1221.+2+C2 2+02+2+C2+2 3 2+q+2+C3+2 4 1+q+2+q+1 4 1+q+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+q+1+q+1 4 1+q+1+q+1 4 1+q+1+C3+1 4 U` � C�9 c [L� 86' Custom 32.617-39.641 2+C2+0+C2+2 2 2+q+O+C3+22+q+p+q+2 3 2+C3+0+q+2 A 2+C3+0+C3+2 4 2+C3+0+C3+2 4 2+C2+O+C2+2 2 2+C3+0+C3+2 2 2+C3+0+q+2 3 2+C3+O+C3+2 4 2+qt0+q+2 4 2+q+p+q+2 4 0� = p wo,0 120' -�-� -39.641 2+C2+2+C2+2 2 3+C2+2+-C2+3 +3 8 2+q+Z+q+2 4 2rgt2+C3+2 4 2+q+2+q+2 4 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+2+C3+2 4 2+C3+2+C3+2 4 2+03+2+C3+2 4 =LL w ®� ~ Anchor Group B Anchor Group D U()o +-� 03 35-1/4' %Y,% 11.391-11.391 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+CL+p+C2+1 4 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 tZ cc) ¢ ,WJ Z ama 38` %-'/.a-% 12.308-12.308 1+C2+O+C2+1 211+C2+0+02+1 2 1+C2+O+C2+1 3 1+C2+0+C2+14 1+C2+O+C2+1 4 1+gt0+C3+1 4 1+C2+0+C2+1 2 1+C2+p+C2+1 2 S+C2+O+C2+1 3 1+C2+p+C2+1 4 1+C2+O+C2+1 4 t+q+0+q+1 4 > CO + LL y4-y2-y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+q+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+D+C2+1 3 1+q+0+q+1 4 1+C3+0+C3+1 4 1+q+0+C3+1 4 �r Z )- lY Ll_. 45-1/8` %-%-Ye 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+q+1 4 1+C3+O+C3+1 4 1+q+o+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+q+O+q+1 4 1+q+0+q+1 4 J �'/n 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+q+0+C3+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+03+0+C30 4 1+C3+0+C3+1 4 1+C3+0+q+1 4 0 � 4714' ~ %-%-y 12.298-15.558 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+q+1 4 1+C3+0+C3+1 4 1+C3+O+q+1 4 1+C2+0+C2+1 2 1+C2+p+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+q+1 4 ® ry Z 7�V5 'S Custom 11.391-12.016 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 14C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 # = J 52-118° %- -''/c 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+C+C3+1 3 1+C3+O+q+1 4 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+q+t 3 1+C3+D+C3+1 4 1+C3+0+q+1 4 1+q+0+q+1 4 C Z 13.398-17.016 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+D+C3+1 3 1+C3+0+q+1 4 1+q+p+q+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+C3+0+q+1 4 •-C a' Z °I°'S Custom 11.391-13.387 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 411+C2+1+C2+1 2 1+C2t2+C2+1 2 t+C2+2+C2+1 3 1+C2+1+02+1 4 1+q+1+C3+1 4 Nq+1+q+1 4 p O 60" %3j-% 13.398-15.360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+03+1+q+1 A l+C3+1+C3+1 4 1+q+1+q+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+q+1+C3+1 4 1+C3+1+03+1 4 (.5 to y3-y3-y3 15.361-18.641 1+C2+p+C2+1 2 1+C2+O+C2+1 2 1+q+0+qN 3 1+C3+0+C3t1 4 1+C3+O+q+1 4 1+C3+0+C3+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+q+O+C3+1 3 1+C3+o+q+1 4 1+C3+D+C3+1 4 1+C3+0+q+1 4 O Q 75` '/a-y-'/a p.141-19.110 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+q+1+C3+1 4 1+C3+1+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+q+1+q+1 4 = °111 '�s°p.aua3 18,111_24,641 1+C2+0+C2+1 2 1+C3+O+C3+1 2 1+C3+0+C3+1 3 1+q+O+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+i 4 1+C2+0+C2+1 2 t+q+O+q+1 2 1+q+p+C3+1 E2+ +O+C3+1 4 1+C4+O+Cq+1 q 1+Cq+p+Ci3+1 4 11_1_ 27,641-32.516 2+C2+2+O2+2 2 2+C2+2+C2+2 2 1+C2+2+C2+2 3 1+C3+2+C3+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 +1+C3+1 4 1+C3+1+03+1 411 4 ��� NY LYN 41G (1•...... !V Custom 32.517-39.611 2+C2+O+q+2 2 2+C3+0+C3+ 2 2+q+O+C3+2 3 2+q+O+q+2 4 2+C3+p+q+2 4 2+qt0+C3t2 4 2+C2+0+C2+2 2 2+C3+O+q+2 2 2tq+p+qt +O+C3t2 4 2+q+p+C3+2 4 2+q+0+C3+24 : '� •=120" -39.611 2+C2+2+C2+2 2 2+C2+2+C2+2 22+C2+2+C2+2 3 Ziq+2+q+2 4 2+q+2+q+2 4 2+q+2+C3+2 4 2+C2+2+C2+2 2 2+02+2+C2+2 2 2+C2+2+C2+ 3+2+C3+2 4 2+q+2+C3+2 4 2+C3+2+C3+2 4 •,,� WINDOW WIDTH-40.72 SEE TABLE BFOR DESIGN PRESSURE _1'C��'J No.58705 �- •'MIN.SASH SIZE= 2 NOTES: Max.Ancholl Anchor Anchor 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN, $ acro GE Group F 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS S PERTHE FIGURE. ,n•• 7� k Spacing for"Integral. roup 3)FOR SIZES NOTSHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �(CS'•.°40RIDP,.•' Fin"inStallatlon 2.3" 4" IN THE ADJACENT COLUMN'/*CUSTOM'INDICATES THAT NO S3"INDICATE THAT THOSE TANDARDS SHD SASH ICONF GURATIONTIONS S WITHIN WITHIN THE RANGE. "//',0IVAL !lIIIIIl1[11 A.LYNN MILLER,P,E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. P.EI!58705 I TABLE 18: 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 2.4 Sash Sash 24•Height 30'Height 36'Height 48'Height 54'Height 63'Height 24'Height 30'Height 36•Height 48"HelghL E4•Height B3'Height R.aint Level Width ConBgurzGon Rang.(i11 n E Head&S11 E Hoad&Sill ,� Head&SIII Head&$111 Head&SIII W Head&SIII ,� Head&Sill Head&Sill Head&S11 ,� Head&Sill Head&SIII E ) Head&SII R3 Anchor Group A Anchor Group C _ 35-114° )6-Y,% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 z I 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 { 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+o+C2+1 3 1+C2+o+C2+1 4 1+C2+O+CZ+1 4 1+C2+OrC2+1 4 PRODUCT REVISED 36 h= h 12308-12.308 1+C2+O+C2+1 2 HC2+O+C2+1 2 1+C2+0+q+1 3 1+p+OaC2+1 4 1+C2+0+C2+1 4 1+C3+p+q+1 4 1+C2+O+C2+1 2 1*p+0+C2+1 2 1+C2+C+C2+1 3 1+C2+0+C2r1 4 1+C2+0+C2+1 4 1+C3+Q+p+1 4 as comp)ying with the Florida Building Code 45-116' Y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+G2+0+C2+1 3 1?p+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+q+1 4 1+q+0+p+1 4 1+04+0+04+1 4 NOA-Na. 17-0411.09 -%Y, 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+p+0+03+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+q+1 4 1+C3+0+C3+1 4 1+q+0+C3+1 4 Expiration Date 09/2412020 Y-N-% 11.391-12297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+C4+0+C4+1 4 47314' By -%-?� 12298-15.558 1+C2+p+C2+1 2 1+C2+0+C2*1 2 1+C2+Orq+1 3 1+q+p+C3+1 4 1+p+0+q+1 4 1+q+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+O+p+1 4 1+q+0+p+1 4 1+q+p+q+1 4 Miami-Q de Produc Control Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+CA+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+4 4 1+C4+0+04+1 4 1+C,4+0+C4+1 4 52.118' Y-M-'/+ 72017-13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C41 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+04+C-C4+1 4 1+C4+O+CA+1 4 6 %-%-% 13.398-17.016 1+C2+0+C2+1 2 f+C2+0+C2+1 2 1+C3+0+p+1 3 1+q+0+C3+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+q+1 3 1+C3+0+C3+1 4 1+C4+0aC4+1 4 1+C4+0+C4+1 4 m ADDED NOTE TO ANCHOR Custom 11.391-13.397 1+C2+2-C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 i+C3+2+q+1 4 1+C3+2+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+q+2+q+1 4 1+C3+1+C30 4 a CITY.TABLES. m' 60' Y4 34-'/+ 13.398-15.300 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+q+2+C2+1 3 1+q+2+C3+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2+1+C2+1 2 f+C2+1+C2+1 2 1+ +l 3 1+qN+C3+1 4 1+p+1+C3+1 4 1+q+1+p+1 4 ' %-%a-X3 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+q+1 3 1+C4+D+CA+1 4 1+C4+0+C4+1 4 1+C/+O+C4+1 4 1+C2+0+C2+1 2 1+p+0+C2+1 2 1+p+0+q+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 U Y Custom 11.391-13.397 i+C2+3+C2+1 2 1+C2+3+q+1 2 1+C2+4+C2+1 3 1+C3+4+p+1 4 1+p+4+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+q+2+q+1 4 ? � -+ay 75" %=fi-I 13,398-19.110 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 i+p+3+p*1 4 t+p+3+C3+1 4 1+p+2+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1*p+2+C2+1 3 1+q*2+p+1 4 1rC3+2+p+1 4 1+q+2+q+1 4 w r' 0 -�-% 19.111-24.641 1+C2r0+C2+1 2 1+q+O+gr1 2 1+q+O+q+1 3 1+C4+O+C4+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+03+0+C3+1 3 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C4+G+C4+1 4 j 1 o p U3 Custom 17.641-19.397 1+C2+4+C2+1 2 1+C2+4+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C3+3+p+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+3+C3+1 4 1+C3+3+C3+1 4 1+C3+2+C3+1 4 p K a1a0 O O 96' '/+-'/,-''/+ 19.398-24.360 1+C2+3+C2r1 2 1+C2+4,C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+q+4+C3+1 4 1+q+3+C3+1 4 1+C2+NC2+1 2 1+C2+3+C2+1 2 itp+3+C2+1 3 1+q+3+C3+1 4 t+q+3+q+1 4 1+p+2+C3+1 4 } Zvi 1 -%-% 24.361-31.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+3+C3+ 4 1+C3+2+C3+1 4 Hp+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+qat 4 1+C3+2+C3+1 4 Q Q a y 120' y,-+/e-+/, 29,041-32.515 2+C2+-0+C2+2 2 2+C2+4+C2+2 2 2+C2+4+C2+2 3 2rq+4+p+2 4 2+C3+M1+p+2 4 2+C3r3+q+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+q+2 4 2+q+3+C3+2 4 2+q+2*p+2 4 •�o uMmO C) '/+-'/i-% 32fD 516-39.641 2+C2+3+C2+2 2 3+C2+4+C2+3 2 3+C2+4+C2+3 3 2+C3+4+C3+ 4 2+C3+3+c3+2 4 2+C3+2+03+2 4 2+C2+2+C2+ 2 2+C2r3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+2+p+ 4 2+C3+2+C3+2 4 Z LL g 140° Cusbm -39.641 2+C2+4+C2+2 2 3+C2+4+C2+3 2 2+C2+4+C2+3 3 2+C3+4+C3+ 4 2+C3+4+C3+2 4 2+03+3+C3+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+3+p+2 4 2+C3+2+C3+2 4 U V o � Anchor Group B Anchor Group D F Z^ 0¢ � Dmo 3x114' h-�-% 11.391-11.391 1+C2+G+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+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2r0+C2*1 2 1+q+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0rC2+1 4 O ,- a Oa Z I.p 38° Y-%-'�i 12308-12.E312 2r0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C3+0+C3+1 4 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+C3+G+C3+1 4 Z°: U F-- U_ 11.391-13. 2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+0+03+1 4 i!_+ 4 1+C4+0+C4+1 4 1+C2+O+C2+1 2 1+C2W+C2+1 2 1+C2+O+C2+1 3 1+C3+Orq+1 4 1+C3+O+q+1 4 1+C4+O+CA+1 4 J Q 451!6 13.390•14. 2+O+C2+1 2 1+C2+0+C2+1 2 i+C2+0aC2a1 3 1+p+0+q+1 4 1+C3+0*q+1 4 1+q+0+q+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1rp*Orq+1 4 1+q+0+C,'++1 4 1+q+Orq+1 4 J N Y-�-% 11.391-122+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+C3+0+q+1 4 1*C4*0+C4+1 4 1+C2+p+C2N 2 1+C2+G+C2+1 2 1+C2+0+C2+1 3,1+p+0+C3+1 4 1+C3+O+C3+1 4 1+C4+C+C4+1 4 r 47314' O m Z 745 12298-15. C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 1+q+D+p+1 4 t+q+0+q+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+q+0+q+1 4 1+p+paq+1 4 1+p+0+C3+1 4 Q in Custom 11.391-12C2+0+C2+1 2 t+C2+0+C2+1 2 1+C3+0+p+1 3 1+p+0+C3+1 4 1+C4+0+C4+1 4 1+C4+D+C4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+i 2 1+p+0+C3+1 3 1+p+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 # D Q i--� 52-118' Y+%,l 12017-13. C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+p+i 3 1+C3+O+C3+1 411+(-4+0+r-4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+O+p+t 3 1+q+0+C3+1 4 1+C4+O+C4+1 4 1+C4+O.C4+1 4 < Z efooS -% 13.398-17. C2+O+C2+1 2 1+C2+0+C2+1 2 1rq+0+p+1 3 1rq+0+p+1 41 1+C4+0+C4+1 4 i+C4+O+C4r1 4 1+C2+G+C2+1 2 1+C2+0+C2+1 2 1+q+0+q+1 3 i+p+0+C3+1 4 1+C4+O+Cq+1 4 1+Cq+O+CA+1 4 LL Q O YCustom 11.391-13. C2+2+C2+1 21+C2+2+C2+1 2 i+C2+2aC2+1 3 1+p+2+q+1 4 1+p+2+C3+1 4 1+q+2+03+1 4 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C3+1+G3+1 4 O C2+1+C2+1 2 1*C2+2+C2+1 2 1+C2+2*C2a1 3 1+q+2+p+1 4 1+p+f+q+1 4 1+q+1+C3+1 141+C2+2iC2.1, 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+pH+C2+1 3 1+C3+1+p+1 4 1+q+1+C3+1 4 1+C3+1+C3, 4 ¢ C) -'/i-y 15.361-19.Cr11 1+C2+O+C2+f 2 1+C2r0+C2+1 2 1+G3+0+q+1 3 1+C4+O+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 1+C2+O+C2+1 2 1+C2+C+C2+1 2 1+p+e+q+1 3 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C4+O+C4+1 4 O Q � Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+pN 4 1+ga3+p+t 4 1+p+2+C3+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2rC2+1 3 Hp+3+p+1 4 1+q+2+p+t 4 1+q+2+p+1 4 ells '�:aa s5 75' '/.-'/:%+ 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+q+3+q+1 4 1+C3+2+C3+1 4 1+q+2+q+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+G2+1 3 1+p+2+q+t 4 1+q+2+C3+1 4 1+C3+2+p+i 4 1111111111//j Y1_%_Y1 19.111-24.641 1+C2+0+C2+1 2 1+q+0+q+1 2 1+C3+O+q+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 7+C4+O+C4+1 1+C2*0+p+1 2 t+q+0+C3+1 2 1+C3+O+q+1 3 1+C4+O+C4+1 4 1+CA+O+C4+1 4 1+C4+O+Gf+1 4 `I ��Y LYM,v�/ Cw^^tom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+q+1 4 1+q+3+q+1 4 1+q+3+C3+1 1+C2+2+C2+1 2 f+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+3+C3+1 4 1+C3+3+C3+1 4 i+q+2+C3+1 4 96' %-Yl'Y4 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+q+3+p+1 4 1+C3+2+q+1 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+p+2+C3+1 4 1+q+2+q+1 4 P�,,• IfGEN,pF•.,���i 24,361-31.841 1+C2+2+C2+1 2 2+C2a2+C2+2 2 2+02+3+C2+2 3 1+p+2+C3+1 4 1+q+2+C3+1 4 1+C3+2+C3+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+q+2+C3+1 4 1+C3+2+C3+1 4 1+C3+1+C3+1 4 M458705 29.641-32.515 2+C2+3+C2r2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+q+ 4 2+q+3+C3+ 4 2+C3+2+C3r2 2rC2a2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+q+3+q+2 4 2+C3+2+C3+2 4 2+C3+2+q+ 4 120' 32516-39.fi41 2+CZ+3+C2r2 2 2+C2+7+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+2+C3+2 4 2+C3+2+C3+2 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3aC2+2 3 2+q+2ap+2 4 2+C3+2rgr2 4 2+gr2+q+ 4Custom -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+q+2 3 2+p+3+C3+2 4 2+03+3+C3+2 4 2+p+2+C3+2 2+C2+2+q+2 2 2+q+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+p+2+q+ZI4 2+q+2+q.2 4 o S3 r E NOTES: SEE TABLE 9 FOR DESIGN PRESSURE I �S'••FLORIDP•.•'•\�� 1)USE THESE TABLES FOR ALI.WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �i7 S/ NG�� Max.Anchor O.C.Spacing for nch.rGroup E Group F' WINDOW WIDTH-60.72 3)FOR SZES NOT SFRAME OHOWN ROUND UP TO THE NEXT AVAILABLE WIDTH OR HS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS EIGHT DIMENSION H SIZE IS SSHOWN ONPER THE ITHE TABLE.GURE. /'//O�AL1�1111` L "MIN.SASH SIZE "Integral-Fin"Installation2• 3 7' 4)-1/4-1/2-1/4-AND"1/3.1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE .A LYNN MILLER.P.E. IN THE ADJACENT COLUMN.-CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.EJF 66705 i TABLE 19: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. GlassTypes Anchor Quantities forXOX Windows 2-4 Sash 24"Height 30'Height 36"Height 46'Height 54'Haight 63"Height 24ht 30''HelgHeight 36-Height 48'Height 54'Height 63'Height Sash Width Cen5guration Range m Head&Sill Head&S21 Head&SII/ Head&Sill E Head&Sill Head&Sill Head&Sill Hood&Sill a Head&Sill Reinf.Level g t) Head&Sill ,� Head&S81 m Head&5111 R4 Anchor Group A Anchor Group C 35-1/4" Y,-Y-Y 11.391-11.391 1+C2+6C2+1 2 i+C2+0+C2+1 2 7+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+1)+C2+1 4 1+02+0+(32+1 4 PRODUCT REVISED 38' YY, 12.308 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 7+C3+0+gN 4 1+q+0+q+1 41 as complying with the Florida Y_Y 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 Building Code 11.391-13.397 NDA-No. 17.0411.09 %4$118' -%-% 113.398-14.683 1+C2+0+C2+1 2 1+(32+0+(32+1 2 1+q+0+C3+1 3 i+q+0+C3+1 4 1+q+0+q+1 4 1+q+0+q+1 4 Expiration Dote 09/24/2020 -Y-Y 11.391•12.297 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+q+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 47-3/4° -�-� 12.298-15.558 1+(32+0+(32+1 2 1+q+O+q+1 2 HC3+0+C3+1 3 1+q+0+C3+1 4 1+q+0+q+1 4 1+C3+0+C3+1 4 By M7and-D a Product Control Custom 11.391•12.016 1+C2+0+C2+1 2 Hq+0+C3+1 2 1+q+0+C3+i 3 1+C4+0+C4+1 4 1+CS+O+C5+1 4 1+C5+O+C5+1 4 52-118' 11/e--%% 12.017-13.397 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+q+0+C3+1 3 1+G7+0+04+1 4 1+C5+G+CS+i 4 1+C5+0+CS+1 4 5 Y-% 13.398-17.016 1+C2+0+C2+1 2 1+ +0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 7+C4+O+C4+1 4 1+C4+O+C4+1 4 °�ADDED NOTE TO AN q Custom 11.391•13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+q+2+C3+1 3 1+C4+2+CCA 4+1 4 1+C4+2+C4+1 4 1+C4+2+ +1 4 ¢QTY•TABLES. m 60' Y-Y-Y 113.398-15.360 Not Allowed 1+C2+2+C2+1 21+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+CA+2+C4+1 4 1+C4+2+C4+1 4 Y-Y-'/s I 15.361•19,641 1+C2+C+C2+1 2 1+q+0+C3+1 2 1+C4+0+C4+7 3 1+CS+O+C5+1 4 1+CS+O+C5+1 4 1+C5+O+C5+1 4 lJJ Y M Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+03+1 3 1+C4+4+C4+1 4 1+C7+3+C4+1 4 1+04+3+C4+1 4 Z > _ 75" 11/+-'/:-'/< 13,398-19-110 1+CZ+2+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 7+C4+3+04+1 4 1+C4+3+C4+1 4 1+04+2+C4+1 4 u)Lu > nay Y-Y-Y to 19.111-24.841 - 1+q+0+q+1 2 1+C4+0+C4+1 2 1+C4+0+C4+1 3 1+CS+0+C5+1 4 1+C5+0+C5+1 4 1+CS+O+C5+1 4 p O W O Custom 17.641-19.397 1+C2+3+C2+1 2 7+C2+4+C2+1 2 1+q+4+q+1 3 1+C4+4+C4+1 4 1+C4+4+04+1 4 1+C/+3+G1+1 4 O Q 5 ata0 O 96° Y-Y-'/a 19.398-24.360 1+C2+3+C2+1 2 7+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C4+4+C4+7 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 >.I ?y tr) Y,%-Y, 24.381-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C1+3+q+ 3 2+C4+3+C4+2 4 7+C4+2+C4+1 4 1+C4+2+C4+1 4 U Nv ¢ 120' y-%-% 29.641-32.515 2+C2+3+C2+2 2 24C2+4+C2+2 2 2+C3+4+C3+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+04+3+04+ 4 _u J o ^ 4g0 = Y-%-� 32.518-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C&+4+C3+2 3 2+C4+31(34+2 4 2+C4+3+C4+2 4 2+C4+2+C4+2 4 Z 1L co 2(o 140" Custom -39.641 12+C2+3+C2+2 2 2+C2+4+C2+2 2 2+C3---2 3 2+G1+4+C4+Z 4 2+C4+3+C4+ 4 2+04+3+C4+ 4 U W`- ©� Or) Anchor Group B Anchor Group D z [9 F DO Z nM0 35-114' Y-'iii-Y 11,391-11391 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+0+C2+1 4 1+C2+C+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+q+p+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2W+C2+1 4 Q I to 36° Y-Y-Y 12,3D8•12.308 7+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+q+D+C3+1 4 1+q+0+q+1 4 1+C3+o+C3+1 4 7+C2+0+C2+1 2 1+C2+O+C2+7 2 7+C2+D+C2+1 3 1+C3+D+C3+1 4 1+C3+0+q+1 4 1+C3+0+q+1 4o Z 0 f- `- -Y-% 11,391-13.397 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C3+0+q+1 3 1+C4+0+C4+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 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 T O 0 46.1/8" Y-%-% 13.398•14.683 1+02+0+02+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 3 1+C3+0+C3+1 4 1+q+0+q+1 4 1+C3+0+C3+1 4 'HC2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 t+q+D+C3+1 4 1+C3+0+q+1 4 1+C3+D+C3+1 4 _I Co Y4-Y2-Y4 11.391-12.297 1+C2+O+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+O+C4+1 4 1+CA+O+C4+1 4 1+C4+0+C4+1 4 1+C2+O+C2+1 2 i+C3+0+q+1 2 1+q+0+(33+1 3 i+C4+D+C4+1 4 1+G4+0+C4+1 4 1+C7+O+C4+1 4 47-314- 0 Z taa45 Y-Y-Y 12.298-15.558 1+C2+0+C2+1 2 1+C3+O+q+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 7+q+0+q+1 4 7+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C3+0+q+1 2 1+q+O+q+1 3 1+q+0+q+1 4 1+q+0+q+1 4 1+q+D+q+1 4 w Q J (n Custom 11.391'12.016 1+C2+0+C2+1 2 1+C3+0+q+1 2 1+q+0+C3+1 3 1+C4+0+C4+1 4 7+C5+0+C5+1 4 1+C5+D+C5+7 4 1+C1+0+C2+1 2 1+q+p+C3+1 2 1+C3+NC3-1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+0+05+1 4 Q 52-118" X-Y-'/e 12017-13.397 1+C2+0+C2+1 2 1+q+0+C3+1 2 1+q+0+C3+1 3 1+C4+0+C7+1 4 1+CS+O+C5+1 4 1+C5+0+C5+1 4 1+C2+0+C2+1 2 1+q+0+q+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C5+O+C5+1 4 1+CS+O+C5+1 4 = ~ z r ¢ Z ala 5 Y3-Y3-Y3 13.398•17.016 1+C2+0+C2+1 2 1+C3+0+03+1 2 1+p+0+q+1 3 1+C4+0+C4+1 4 1+C4+0+CJt1 4 1+C4+0+04+1 4 1+C2+0+C2+1 2 1+q+O+q+1 2 1+q+p+q+1 3 1+C4+0+G4+1 4 HC4+O+04+1 4 1+G1+6+(34+1 4 u- 0 Custom 11.391•13.397 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+q+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+q+2+q+1 3 1+C4+2+04+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 0 IV `- m 60" y4-1/,1% 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+q+2+C3+1 3 i+C4+2+04+1 4 1+G1+2+C/+7 4 1+C4+2+C4+1 4. 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+q+2+q+1 3 1+CA+2+C4+1 4 1+G7+2+C4+1 4 1+C4+1+C4+1 4 U Y-Y-Y 15.361-19.641 1+(32+0+C2+1 2 1+C3+0+q+1 2 1+C4+O+C4+1 3 1+C5+0+C5+1 4 1+C5+0+CS+1 4 1+CS+O+C5+1 4 1+C2+0+C2+1 2 1+C3+0+q+1 2 1+C4+DiC4+1 3 7+CS+O+C5+1 4 1+q+O+CS+1 4 1+CS+O+C5+1 4 O Q = _ Custom 11391-13.397 1+C2+3+(32+1 2.11-C2+3-C2+1 2 1+C3+4+q+1 3 1+C4+4+C4+1 4 1+01+4+04+1 4 1+G1+3+C1+1 4 I+C2+2+C2+1 2 7+C2+3+C2+1 2 1+C3+3+q+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 egLL 'asa0 saua5 75" 1/.-Y-Y 13.398-19.110 1+CZ+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+q+1 3 T+C4+3+C1+1 4 1+C1+3+CA+1 4 1+C1+2+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 411-04+2+r-4+1 4 Y•Y-Y 119.111-24.641 1+C3+0+C3+1 2 1+C4+0+C4+1 2 1+C4+O+C4+1 3 1+CS+6+C5+1 4 1+C5+0+05+1 4 1+CS+O+CS+1[2+ +C3+1 2 1+C4+0+C4+1 2 1+C4+0+C4+1 3 1+C5+O+C5+1 4 1+C5+O+C5+1 4 1+C5+0+CS+1141 ��` pP1Y LYpJNI�/�,� Custom 77.647-18.397 1+(32+3+C2+1 2 1+C2+4+C2+1 21+q+4+gr1 31+C4+5+CA+1 4 1+CA+4+C4+1 4 1+G1+4+C4+1 +C2+1 21+C2+3+C2+1 21+C3+4+C3+1 31+C4+4+C4+1 41+Gt+4+CA+1 4 I+C4+3+C4+1 4 •••"'••• / 96' Y-Y-Y 19,398-24.360 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C3+4+C3+1 3 1+C4+4+C4+1 4 1+04+4+04+1 4 1+C4+3+G4+1 +C2+1 2 1+C2+3+C2+1 2 1+C3+3+q+1 3 1+C4+4+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 `� �1QENSF•.•1���% Y-Y-Y 24.361-31.641 2+C2+3+C2+2 2 2+C2+3+(32+2 2 2+C3+3+q+2 312+C,1+3+04+2 4 2+C4+3+C4+2 4 7*C4+2+C4+1 +C2+2 2 2+C2+2+C2+2 2 2+C3+3+q+2 3 2+C4+3+C4+2 4 1+C4+2+C4+1 4 1+C4+2+C40 4 N0.58)05 •� `*: %�Y-Y 29.641-32.515 +C2+3+02+2 2 2+C2+4+C2+2 2 2+q+4+q+2 3 2+C4+S+C4+2 4 2+C4+4+C4+2 4 2+C4+3+G1+2 +C2+2 2 2+C2+3+C2+2 2 2+C3+4+C3+2 3 2+C4+4+C4+2 4 2*G7+3+C4t2 4 2+C4*3+C4+2 4 _ 7 /,1 ��` 120' O Gl Y,-/a-Y 32.616-39.641 2+C2+3+C2+2 2 2+C2+4+C2+2 213+C3+4+q+2 3 2+C4+4+04+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 +C2+2 2 2+C2+3+C2+2 2 2+C3+3+q+2 3 2+C4+3+C4+ 4 2+CA+3+C4 4 2+C4+2+C4+2 4 140° custom "• -39.641 +C2*3+C2+2 2 2+C2+4+C2+2 2 3+(33+4+q+2 3 2+Cq+4+G1+2 4 2+CA+4+Cq+2 4 2+C:+3+C4+2 +C2+2 2 2+C2+3+C2+2 2 2+q+4+q+ 3 2+C4+4+C4+2 4 2+C4+3+C4+ 4 2*C4+3+C4+2 4 ��Q - y.TA 0�� SEE TABLE 12 FOR DESIGN PRESSURE a �/ NOTES:" .<ORlOA,.•'`'• 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. Anchor WIND Oq WIDTH-60.72 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. ' �S/ NAL Max,Anchor O.C.S acln for "MIN.SASH SIZE_-- 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE MOTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P g Gx,p F 2 4)'1/4-1/2-1/4°AND-1/3.1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,RE "Integral-Fin"Installation 2.5- IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.Eu158705 TABLE 20: Bill of Material 3.500" 3.500' 3.5017 3.500" # Part Description Material -�I+-,,062' -��- -062" -��-- .O6T -��- .062• 1 620121 Frame Head,Sill and Jambs-J-Channel PVC O 2 620122 Frame Head,Sill and Jambs-Flange PVC 3 620123 Frame Head,Sill and Jambs-Fin PVC 11U, 1 4 620124 Frame Head,Sill and Jambs-Equal Log PVC 2.445'�❑ 2.445' 2.445" 2.445^ 13 620172 Anti-Elft Insert I Trim Corer PVC Fixed Meering Rail � D aooEl ❑ -1 14 620131 PVC O I Q I I I O 15 620158 Track Insert 6063 T6 Al _1j _1L 18 620129 Sash Rail(Sides,Top 8 Bottom) PVC 625 J-CHANNEL 625^ FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620156 Pull Rail Interlock 6063 T6 At 1 375' O FRAME D.SILL O HEAD,SILL& 1,375 O HEAD,SILL& O HEAD,SILL& 20 620144 Pull Rail Interlock Cover PVC T &JAMBS I JAMBS JAMBS JAMBS 21 620150 Light Sash Reinforcement 6063 T6 At 22 620151 Standard Sash Reinforcement 6063 T6 At 7,872' •-+-•{ 1.541' -�•I 23 620162 HD Sash Reinforcement 6063 T6 AI I I 24 620153 Standard MeetingRall Reinforcement 6006 T5 Al 1.507• o 1.437• o 25 620154 HO Meeting Rail Reinforcement 6005 T5 At I 1.630• T I 2.100" 2'176' 26 620155 H.D.Horiz.Roller Meeting Rail Reinforcement 6005 T5 At .065' !I 1.375' ]� .77z" o 0 1.020^ " 28 61644 Weatherstrip,.18T'x.270"Fin Pile 1 •590' J •471° m 29 61719 Weatherstrip,.187'x.220"Poly Pile -065' _--J[I_..... .060' 1 �-T •05 30 #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 4105S 1'231- I-�- 1.000" I•�- 31 78)012PPA #8 x 3-112"Ph.PH SMS(Faced Meeting Rail Screw) 410 55 13 g RIM COLIFT RAIL LIFT RAIL VER RT 14 MEETING RAIL 15 IFIXED NSSERT 16 SASH RAIL 19 INTERLOCK 20 INTERLOCK COVER 32 716695P Meeting Rail Screw Support Plate 6063 T5 AI 33 720210 Weep Hole Cofer PVC 1 I 34 720187 Installation Screvr Hole Plug PVC .300' I.-F •310° �'I •070" 060' 1'100^ 37 720197 Auto Lock CS1eel r .301" IIiL 38 720199 Sweep Lock Cast Znc -"'��.^ase• 750" .754' .715' 715' 39 720196 Auto Lack Cover Assembly Cast Zinc 1� T T I4T 40 #6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS '' /I .025' -P-1-+-} .035' -►{�-} -`-I 1.185" •060^ 1 41 720200 Auto and Sweep Lock Keeper Cast Zinc ROLLED DCTRUDED f LIGHT SASH STANDARD 73 IG BEAD BD GREEN FRAME 91 SCREEN FRAME 21 REINFORCEMENT O SASH 42 78X34PPA #6 x 314"PH.PH SOS(Keeper Screw) SS REINFORCEMENT 43 7612FPTX 96 x 112'FPH TEK SS 44 Leadstile Top Comer Kay Nylon Iy 070' 1.182" �+- 1.182' �-�- 45 Leadstile Bottom Comer Key Nylon 1.184" �..� J-- -T Tr�(� --�I¶I�- .070" � 094° 4g Lockstile Top Comer Key Nylon - ,070' •7g11.036 1.0 I L�JIr 1.OL 47 Lockstfle Bottom Comer Kay Nylon .ata• TT U u 1 IIILLLJJJII--I ��"'IILLLlllrrr'r�"` .130^ IIIUUU��� .164" 48 720204 Wheel Nylon ,150" -}^1 1.331' r••°- _� 1.340' f-�- --{ 1.340- 23 620136 I.G.Bead PVC I STANDARD HD MEETING HO HR MEETING 74 Backbedding,GE 7700 or Dow 791 Silicone P3 HD SASH Y4 O O PRODUCT REVISED REINFORCEMENT MEETING RAIL 25 RAIL 28 RAIL Bu complying with the Florida 75 7166415 Setting'Block(718"x 2"x 118"),85+/-5 dura. EPDM REINFORCEMENT REINFORCEMENT REINFORCEMENT Building Code NOA-No. 77-0411.09 80 61011 Rall-formed Screen Alum v� Revised ey; Oora: R.,Won: t:xpiratlon D e 09/2412020 al 61012 Extruded Screen Frame Alum �� NYLYN,V ��i RocruaOesmissH r. ...........Mi JR 03/27/17 82 Extruded Screen Spreader Bar Alum ��.•''LICENS ''•�t'� Ravi:ad MIamI- ado Product Control f 83 47042W Screen Comer Key with Pull Ring PVC Q: Br Dole: Revt�ron: 84 47041 WICKGLB Screen Comer Key No Pull Ring PVC N0.58705 '•1 a5 7CASPM Tension Spring SS # _ ® Deacrlptlon: Grown✓3r• 88 6161sC,* screen Cloth Fiberglass 7J•••, 3 31 1070 TECHNOLOGYDRNE WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 61635161614 .140"Screen Spline(Machine/Hand Rolled) Vinyl �O�'-, ST TEOF •lV�� rt1a; pole; NOTES: y�NAL (C�1 oP1w01TV20ALL HORIZONTAL ROLLERs 34275 (941)-480-1600 naNl o no No. 05/15/15 1)ITEMS#5-12,17,18,27.36,36&49-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL A!I IIIIIAI.11 R.P.E. 2)PVC BY ENERGI WINDOW AND DOOR PROFILES.LTD..TO BE LABELED FOR AAMA EXTRUDER CODE. P.Ex B8705 CERT.OF AUTH.#28296 HR-5410 NTS 14 OF 15 MD-HR5410-01 B T IT TABLE 21: ' 16 SASH ASSEMBLY Egress Look Bill of Material MITERED FRAME WITH 44 S # Part# Description Material 1 INTERIOR AND EXTERIOR DETAILS FRAME WELDS 100 7MC7024 Mulii-Pant Lock OperatorrAlurrdnum st Zinc 42 10.5 Q 101 73340 Operator mounting PlataSteel 31 102 72015 Multi int Lock Kasper 103 720214 Multipoint Lock GuideylonATTACHED TOEXTERIOR 46 104 220217-221 Tie Bar(Length Varies) ess SteelSASH RAIL105 71024X12HFX#10 x 1!2"HH MS ess�Sleel106 78XIFPAX #8 x 1"Ph.FH SMS ess Steel X4 107 78X/5FPTX #8 x 3/4"Ph.FH SDS Stainless Steel `� •� `i\\ 19 O ATTACHED TO 103 •l =1\ 30 FRAME JAMB j EGRESSLOCK 18 37 DETAILS �\ 40 (NOT TO SCALE 66 --8 3 ORS 42 104 87 ,p �••\ OPT.AUTO LOCK l41 j PRODUCT REVISED 45 as com Iyyinyy with the Florida 20 ATTACHED TO Building Co do 48 d FRAME JAMB NOA-No. 17.0411.09 106 \\ Expiration bate. 9/2412020 \ 42 jr .101 jr` BY 16\ Miami-D le Product Control 107 82 14 �\,` 1 S OPT. X4 �•- 40 OPT.SWEEPLOCK F 47 �• i I' ATTACHED TO 42 i-1 1 1 FRAME JAMB 80 OR 81 15 I �/ v S 1070 TECHNOLOGY DRIVE ® N.VENICE, FL 54275 MITERED FRAME WITH 1 INTERIOR AND EXTERIOR \ FRAME WELDS 100 (941)-480-1600 111111111] CERr. CF AUTH. #29296 SCREEN \\ /l OtV LYNN r� Revised By Dote: Rerielon: ASSEMBLY �:' :����•'0CENSF 4� JR 03/27/17 NoclANcsslHlssHseT. DETAILS "i `Q: :��J Revised ay Doto: Revs on: j i No.58705 j 33 ,' + - DescnPlCen: Omen W. . 83 OR 84 11 %�'•;� 1 EXPLODED WINDOW VIEW J ROSOWSKI EXTERIOR FRAME ;p � F f1 ASSEMBLY �F''•.FcoRtoP.•' ?'�� rue: Dote: NOTES: DETAILS �.• ���'rs�ONAL E�G� HORIZONTAL ROLLER-NI 05/15/15 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY.. 111 r 111 t 111 Se><es/Modo1: Scale: SA•et: D—Ing No. Rer. 2)J•CHANNEL FRAMESHOWN,PARTS(.OTHER FRAME TYPES APPLY. A.LYNN MILLER P.M HR-5410 NTS 15 OF 15 MD-HR5410-01 B 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E.#55705 ; i ' 1 t