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HomeMy WebLinkAboutProduct Approval (3) k M IAM I-RADE MIAMI-DADS COUNTY on ki PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES-(RER 5 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION1.�/ T( 6} 1 S 0 F(786}315-2599 NOTICE OF ACCEPTANCE (NOA) r= ami(}ade. ov/econom PGT Industries,Inc. ZU1 1070 Technology Drive North Venice,FL 34275 ST. Lucie County, Permitting COP SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - u 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"11R-55107 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 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.PIasencia,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. MD-HR5510-01 titled "Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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)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. (Submitter)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 (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 Idalmis Ortega,P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5111 Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NDA No.15-0903.10) 2. Glazing complies with AST1V1 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 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13 IITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h 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. Product Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 2-5 ANCHORS,SEE DESIGN PRESSURE RATIN'L IMPACT RATING CLUSTER DETAILS SHEET 12-314°MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 6"MAIL- L_I __1 8,SEE SHEETS 1.114" SEE SHEETS - LEVEL,SEE SHEETS" IMPACT RESISTANT MAX. 9-16 D,SEE 2-5 ANCHORS,SEE CLUSTER A SEEt SHEET4 DETAILS SHEET 5 15.W 118.94"MAX ac, SHiEr3f 10"MAX :m7 8*MAX MAX O.O.O�0, -- a SSE C,SEE '7 SHEETS A SHEET4 110'MAX TJ E,SEE 19, 76 C SHEETS EQUALLY 1�3 MAX�D.C. MAX 72' E SPACED ANCHORSPER RUCK MAX. TABLES 17-22 HEIGHT SUCK z EQUALLY B3. SPACED MAX. HEIGHT ANCHORS PER see SHEETS J TABLES 23-27 BUCK HEIGHT 9-16 15.67, 0 X 0 x x 0 x MAX.O.C. it WMAX 8"MAX. SEE SILL SEE SILL . . . . . . WEEPHOLE_/ W.-P.E SEE SILL LS' 4'O.C. DETAILS, 4*O.C. 3"MAX. 41"0.0.BETWEEN BETWEEN SHEET4 W DETAILS, WEEIJ_ 3"MAX DETAILS, EEPHOUE SHEETS BETWEEN ENGLES EPHOLES D SHEETS 76"MAX.BUCK WIDTH __:Z 76"MAX.BUCK WIDTH 140'MAX BUCK WIDTH � ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYIP.FIN OR J-CHANNEL ELEVATION FOR TYP FLANGE FRAME 6 SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN A CONFIGURATION ANCHORED THROUGH THE NAIL-FIN CODES t STANDARDS USED: :•2017 FLORIDA BUILDING CODE(F' 6TH EDITION GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER .2074 FLORIDA BUILDING CODE(FSC),0)):STH EDITION : ASTM E1300.09 I)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLYWITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ANSMAF&PA NDS-2015 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD UTE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2016 3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED NiASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN FINE,ASTM Cga CONCRETE MASONRY UNITS AND CONCRETENT1 MIN.KSI PERANCHORTYPE. -AISI SIOO-12 4)ALL WOOD BUCKS LESS THAN 1-1t2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED -AISC360-10 -M'THICK OR GREATER IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN DEPICTED AS 2X ARE I S ALLIED DIRECTLY TO SUBSTRATE WOOD BUCKS AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GENERAL NOTES.,............ I 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 I 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*W;;;�� 7)DESI ON PRESSURES: OPTIONS2 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PERASTM E1300. INSTALLATION,FLANGE$ B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND CLASS PER ASTM E1300. EQUAL LEGIBOX................3 E DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE M11INDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN &JI-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_..__.__......6-8 9)METAL SUBSTRATE TO MEET MR STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES ...........9-10 . INCA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONML(GHTER EXTRUSION PROFILES&BOM.„.17 10)REFERENCES:TEST REPORTS RTL-8472,8073&8074;ELCO ULTRACON NCA;ELCO CRETEFLEX HOA;ELCOAGGRF-GATOR SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NOS&ALUMINUM DESIGN MANUAL ASSEMBLY.-......................_.......„.78 11)APPLICABLE EGRESS REQUIREMENTS To BE REVIEWED By BUILDING OFFICIAL. PRODUCT REVISED asco"PWIN9with the Florida Bvitding USER INSTRUCTIONS: . 1)DETERMINE THE SITE SPECIFIC,NNDOWOPENING'S DESIGN PRESSURE REQUIREMENT USINGFROM STANDARD ASCE 7. Hiatt NOA-Mo. 17-0411.08 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND %AY LYNv Revised E�-. Dim R-iid­ Exp/ration 09/24/2020 REINFORCEMENT LEVEL,DETERMINE YOUR WINDOW�S DESIGN PRE �f........... UPDATED TO PSC 2CA7.ADDED PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING, . r/, 0 JR 03/27/17 TABLES 6-16(SHEETS 0-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING vCEw'qi...K NOTE TO ANCHOR QTY.TBLS, 'E” ReNsed BY: Dow LE. NO.OSTAJNED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TAB 3)DETERMINE THE MOST SUITABLE AN CHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION 5vos CONDITIONS. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THE ANCHORISUS 0 0..6pu.. to-. STRATE WILL MEET Ry REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROM THIS$HEFT 3 L GENERAL NOTES&ELEVATION J ROSOWSKI SET ARE NET. tv�1;� 1070 TECHNOLOGY DRIVE TALL AS PER SHEET 3 FOR F LANGE[EQUAL LEG INSTALLATION ION OR SHEET 4 FOR INTEGRAL FINOCHANNEL INSTALLATION. -�4 0 A I Z' N.VENICE.FL 34275Data. 5)INS ROB: USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. is, - HORIZONTAL ROLLER-LM 05/15/15 '?� *I... (941�480-1600 -TERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, It 'I �L RJO=T[N=U3MS$'INC. Sedolkfocfd.' scot.: NOTE:DESIGN PRESSURE RATING OF COPYRIGHT62017 INTEGRAL FIN OR EQUAL LEGfBOX),SEE FIGURE 8 ON SHEET 2. A LYNh'f!I I P.E.#5 05 CERT.OF AUTH.029296 HR-5510 NTS 1 OF 18 JIM"3-AR5510-01 Rev:IS'” TABLE I:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Listed from Exterior to Interior) Frame Glass Type "A'=ANNEALED Installation 'H"=HEAT STRENGTHENED Types Options Condition Substrate Option Detali Sheet 5 7/8"Laminated I.G.:118"A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Utes 01118°A Glass With.090"PVB Interlayer =TEMPERED (see Fig B) (we Table 1} 6 718"Laminated LG.:1/8"T Exterior Cap+7116"Air Space+5116^Laminated;(2)LHes of 118"A Glass with.090^PVB Interlayer 'PVB'=Aso"TROSIFOLO PVB Through the ....into 2XWood Frame/Euckstdp-sheet 4,option 5 7 718"Laminated LG-:3116"A Exterior Cap+318"Air Space+5116"Laminated,(2)Utes of 1/8"A Glass with.090"PVB Interlayer BY KURARAY AMERICA,INC. ,-Channel 1-4 Integral tin...... .,,.Into Metal-sheet 4,option 8 8 7/8"Laminated I.G.:3116'T Exterior Cap+316"Air Space+6116"Laminated;(2)Utes of 118"A Glass with.0901 PVB Interlayer "SG°=.090"SENTRYGLAS® (st) Through the frame--into 2XWood Frame/Suckstdp-sheet 4,option 6 .. 10 718"Laminated I.G.:118"T Exterior Cap+7116"Air Space+5176°Laminated;(2)Lues of 1/$"H Glass witty,090 SG kltedayer INTERLAYER BY KURARAY of the window,-. Into Metal-sheet 4,option 7AMERICA.INC. ....into 2XWood Fmme/Buckstrip-sheet 3,option 1 11 7/8"Laminated LG,:3116"A Exterior Cap+318"Air Space+5/16"Laminated;(2)Utes of 1/8"H Glass With.090"SG Interlayer Flange Throuph the fame...Jnto Goncrete/CA4u-sheet 3,option 2 12 7/8"Laminated I.G.:3/16"T Exterior Cap+3/8"Alt Space+5H6'Laminated;(2)Lites of 1/8"H Glass with,090'SG Interlayer (92) t-4 of the window...... ,,,,through 1X Suckstdp into Concrete/CMU-sheet 3,option 3 7. 14 7/8"Laminated I.G.:1181 T Exterior Cap+5116'Air Space+7116"Laminated;(2)Liles of 3116"A Glass with.090'SG Interlayer GLASS TYPES 5,D IN THE I181E .-Into Metal-sheet%option 4 MAY NOT BE USED 15 7f8°Lam noted I.G.:3116"A Exterior Cap+1!4"Air Space+7116"Laminated;(2)Utes ot3116°A Glass wth.090'SG Interlayer HVHZ ABOVE 30'. through the into 2XWood Frame/Buckstrip-sheet 4,option 5 16 7/8"Laminated I.G.:3116°T Extedor Cap+114"Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass with.090'SG interlayer I integral Rn 1.4 Integral to-••••• into Metal-sheet 4,option 8 SEE SHEET 6,TABLE 5 FOR GLAZINGtDESIGN PRESSUREIANCHORAGE INDEX. (3) Through the trema ....Into 2XWood FrametSuckstdp-sheet 4,option 5 THREADS ofttle window...... ,,,,Into Metal-sheet 4,option 7 TABLE 2.ALLOWABLE ANCHORS THROUGH SHE FRAME BEYOND THE '-" ••••moo 2X Wood Frame/8uekstrip-sheet 3,option 1 Distance Embedment' r eexl Through Into ConcretelCMU-she03,o gong Steel,A36' Min.318a a 0.050" 1"Screw 80 kl Mtn.F" Equal-Leg 1.4 •'" Group Anchor P T Southern P1neaSG-0.55 7tan $" •MIN.D 3 eel Screw Min.F 120 ksl {#4j of the window....-,•„through 1X Bmkstdp into ConamtetCMU-sheet 3,option 3 9MIn. ( Steel Screw 92 ksi ....into Metal•sheat 3,option 4 #l, SMS - SUBSTRATE. 410 Screw 90 kel 110 ks95 i (stool,0 S.S.S. Steel Stud,A653 Gr.331 We. 0.0451. 18 Ga. of 410 S.S.) ( ) UNGROUTED• Elco Aggre-Gatot4e 57 ki 96 ksi ^ A Aluminum,6063-T5' 318" 0.050" CMU'VALUES Elco UkroCorM 155 ksl 177 ksi FIGURE B:FRAME TYPES P.T.Southern Pine(SG=0.55) 7116" 1-378° MAY BE USED 410 Be Elco CreleFlexile 127.4 ksi 189.7 kei 3116'steel Ultracon Concrete(min.2.85 ksi) 1" 13/8" FOR GROUTED 6063.75 Aluminum 1 ksi 22 ksl o Ungrouted CMU,(ASTM"(1) 2-1/2" 1-114" CMU A36 Steel 36 ksi 58ksl }__/ P.T.Southern Pine(SG=0.55) 9116" 1318" APPLICATIONS. Gr.33 Sleet Stud 33 ksi 45 ksi `.J U t a L!Q # Steel,A361 3/a° 0.050" �•'- B (steell,,1 18 M 8 S.S. Steel Stud,A653 Gr.331 318" 0.0451'(18 Ga.) BOX OR or 410 S.S.) Aluminum,6063-T5" 3/8" 0.069" INSTALLATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS: FLANGE EQUAL- C 1/4°steel Ultracon � Concrete(min.2.85 ksi) 1" 1314" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES LEG Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. e o 1/4"steel Cretelex Concrete(min.3.35 kst) 1° 13/4" ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE 114"steel Ultracon Concrete(min.2,85 kat) 2-112" 13/4" WINDOW. 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1318" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, _ / ' 1/4"steel Cretellex Concrete(min.3.35 ksi) 2-112" 1314" THIS SHEET,ALL WOOD BUCKS LESS THAN 1-12°THICK ARE TO BE (,,L/ 0 Un routed CMU, ASTM C-90 2-1/2' 1-1/4" CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF L!J � D 1/4"steel Cretelex 9 ( j UNIT IS INSTALLED DIRECTLY TO SUBSTRATE,WOOD BUCKS DEPICTED J-CHANNEL INTEGRAL P.T.Southern Pltte(SG=0.55) 1' 1-318" AS 2X ARE 1-112'7HICKOR GREATER.1XAPtD 2X BUCKS(WHEN USED) FIN I 1/4'steel Aggre-Gator Concrete(min.3.275 ksl) 1-112" 13/0^ SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE P.T.Southern Ping SG=0.55 1" 1318" STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS THE 1/4"steel Aggre-Gator Grouted CMU,(ASTM C 90) 2" 2. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT oro i OPENING)IS MEASURED FROM BEADING 70 BEADING. PRODUCT REVISED I TABLE 3:ALLOWABLE ANCHORS ROUGH THE INTEGRAL FIN as complying with the Florida I Group Anchor Substrate Min.Edge Min. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Building Godo Distance Embedment' NOA-No. 17.0411.08 E 2-112°x.131"Common Nail P.T.Southern Pine(SG=0,55) 318" 2-7/16" \\ttL rrrir Ra ad By: gate: Revlelon: Expiration Dato 09/2412020 �.��NYLYly���. JR 03/27/17 NOctiANGFswsstieer. 2dJ2"Wngahank Roofing Nail P.T.Southam Fina(SG=0.55) 318" 2.7/16• `� �..••••••., �� B {) P.T.Southern pine SG=0.55 112" 13/8° UCENSF•fltr Rav/:od - Mlaml-ua a Product control #10 Trosshead SMS ( ) aY Dato: ReWrert: S.S. Aluminum,6063-T5• 318" 0.050' Na,5870 (steel,18-8 'x^ 5 or 410 S.S.) Steel Stud,Or.33^ 318" 0.0451'(18 Ga.) *_ @ oe�erPtroa on F steel,Ale" 3/e° 0.050° - GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI '9116* 1-318, MIN.OF 13::'Qom„ #12 SMS THRP.T.AluminumSouthern p6063-T8 ine 0.65) 3!8" 0.063` BEYOND THE � ••• .cT E O ((T; �/�` N.VENICE,FL 34275 TECHNOLOGY HORIZONTAL Till,: Ocie: (steel,18-85.5, METAL '�,�s �ORt°R,.'''�'��• (841).4110.1600 HORIZONTAL ROLLER-LM 45!15!15 or 410 S.S.) Steel Stud,Gr.33' 318" 0.0601• SUBSTRATE. ��irS�O/VAL � coeval�ortmmt�R�PE INDUSTRIES.INC. �� cdol: scold: shoat: Omrtn No. Rer. Steel,A36° 318' 0.050" 7p1 LyNj�p118L' ,P.E. p REN 5070E CERT.OFAUTH.429296 HR-5510 NTS 2 OF 18 MD-HR5510-01 B I I NSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION ANCHORED THROUGH FRAME AND 1X INSTALLATION EMBEDMENT AND EDGE OPTION 4 @OR(ROR 23 BUCKSTRIP INTO CONCRETE/CMU. OPTION I /—DISTANCE PER SUBSTRATE, ANCHORED THROUGH 10i N NOTES SHEET (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2 SEE TABLE 2,SHEET 2. TYPICAL FOR ALL ANCHOREDTHROUGH EDGEDISTANCE FRAME INTO METAL "XO` 1/4"MAXSHIM FRAME INTO ZX WOOD EMBEDMENT FRAME OR DUCKSTRIP. SEENOTEZSHEETZ 1/4"MAY SKIM 13 19 16 30 16 29 28 20 OPERABLE EMBEDMENT FLANGE #IDORF12 STEEL 40 SASH EDGE FRAME SMS(GS),SEE DISTANCE SHOWN TABLE 2,SHEET 2. p 2 28 1/4*MAX SHIM FIXED 41 TYP.ANCHOR TYPE, 19 .z. EMSEQUIENTAND LITE BIBLE —EDGE DISTANCE PER LIGHTWOTH SUBSTRATE,SEE 72 TABLE 2,SHEET 2. 85 87 DADE APPROVED MULLION, _j. FBC COMPLIANT C=c VISIBLE 42 E�D U29 ALUMINUMIMELFRAMING FLANGE EXTERIOR 14 72 LIGHTVVIDTH OR STEEL STUD.MAY BE FRAME 4 EQUAL VISIBLE FIXED VERTICAL OR HOREZONTAL SHOWN 24 OR 26 LEG (1)ATMID-SPANOF INTERLOCK LIGHT SEE SUBSTRATE PROPERTIES, SHEETS 6­8)TYPICAL FOR FRAME (1)3-M'FROM EACH SASH HEIGHT LITE TABLE 2,SHEET2 `OX"FACED MEETING RAIL SHOWN @ CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILES/IMLS 28 29 HORIZONTAL SECTION A-A(OX) WRI 30 16 19 E, BUCK TS EXTERIOR 16 (.E' 7-8)TYPICAL HEIGHT 4 OPERABLE OPERABLE 40 20 OPERABLE 43 F(ORALL'XOX7 SASH SASH SASH. SASH - VISIBLE 37-39 2@1 0 R2@2 0 RU23 LIGHT (SEE SHEETS 6-8) HEIGHT 11 0 TYPICAL FOR 28 ALL SASH— 18 41 FIXED VISIBLE LITEVISIBLE 86 45 47 FLANGE LIGHT LIGHTWIDTH 43 FRAME WEEP OFT, SHOWN 87 NOTCHES 80 r==0 42 0 3/4'X 1/4' 34 OR 28 VISIBLE EXTERIOR I-1W X IMP` @ LIGHTVVIDTH 14 2 (SEE SHEETS")TYPICAL FOR 4 33 4 114"MAX ALL'XCX"PIXED MEETING RAIL BUCK WIDTH SHIM HORIZONTAL SECTION E-E(XOX) EQUAL-LE PRODUCT REVISED 21 10-09 Ing with the Florida �LA IONAS R SECTION A-A ABOVE FRAME 8.1111.1 ode EQUALLEG 'TIONAS SHOWN T NOA-No. 17-0411.08 FRAME SHOWN EMBEDMENT Ravtsed By: Dote; Expiration D 9 O�W2412020 INSTALLATION 'C J R 03/27/17 Noc—EsTH's-EET. OPTION2 ' ANCHORED THROUGH No..68705 FRAME DIRECTLY INTO CONCRETE/CMU. EDGE DISTANCE TYRANCHORTYPF, VISIBLE LIGHT FORMULAS FLANGE&EQUAL-LEG/BOX FRAMES EMBEDMENT AND EDGE-/VERTICAL (EQUAL-LITE,XO&Ox) F. TECHNOLOGY DRIVE J ROSOWSKI DISTANCE PER SUBSTRATE riff.. Data. i SEE TABLE 2,SHEET 2. SECTION B-B WIDTH:BUCK WIDTH 12-4-114" N.VENICE,FL 34276 HEIGHT:BUCK HEIGHT-7.114• (84IM80-1600 HORIZONTAL ROLLER-LM 05/15/15 CoFmcm 0 201T Per NDUSMES,M. 0111 it ALL NOT MMSERVI50 SedwlModel. Ts-.01.. mam: Drawing N.- A.LYNN M P P. 0? CERT.OF AM.1129298 HR-5510 NTS 3 OF 18 MD-HR5510-01j:16] INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X OPTION 7 @QR@OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATIQN NOTES SHEET2 (SEE SHEETS 6-8) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL VNIEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT FINfFLANGE REMOVED) 'XO'OR*OX'SASH WOOD FRAME OR SUCK- STRIP.SEE NOTE 2, EDGE IWMAX.SHIM 19 16 30 16 29 SHEET2. DISTANCE 13 20 RAHBLE 28 EDGE J-CHANNEL #10 OR#12 STEEL 40 OPESASDISTANCE FRAME SHOWN Q Sms(m},SEE 37-39 TABLE 2,SHEET 2. 0 U 7YP.ANCHORTYPE, SHEET 2, 1 28 Tl/4*MAXSHIM RXED 41 EMBEDMENTAND EDGE DISTANCE PER LITE TYRANCHORTYPE, F�iltl AND/OR VISIBLE ❑ SUBSTRATE,SEE LLLJJJ EMBEDMENT AND EDGE FLANGE MAY BE LIGHT WIDTH TABLE 2.SHEET 2. 72 DISTANCE PER SUBSTRATE, REMOVLEDIFFIELD (SCREWSHOM) SEE TABLE 3,SHEET Z 85 87 FIN 13 FRAME DADE APPROVED MULLION, VISIBLE 42 SHOWN & 29 FBC COMPLIANT 72 LIGHT\WM TH EXTERIOR -)OR ALUMINUMISTEELFRAMING (24 R 25 OR 25 14 3 OR STEEL STUD.MAYBE VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO'OR'OX'FIXED MEETING RAIL HEIGHT TABLES 2&3.SHEET 2, BUCK WIDTH - INSTALLATION HORIZONTAL SECTION C-CfgLX 22 HE) R 23 OPTION 8 O (SEE SHEETS 7-8) ANCHORED THROUGH 29 16 TYPICAL FOR FIN INTO METAL 28 30 16 19 ALL"XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE 20 OPERABLE 43 SASH HEIGHT � SASH 40 SASH #10 OR#12 STEEL VISIBLE 37-39 — SMS(GS�SEE (B 21 OR 2@2 OR 2@3 LIGHT OPERABLE I TABLE 2.SHEET 2, HEIGHT SASH 0 0 (SEE SHEETS 6-8) 28 TYPICAL FOR 41 FIXED ALL SASH- 16 VISIBLE LITE VISIBLE 45 47 LIGHTWiDTH LIGHT WIDTH FIN MEP FRAME 87 B5 L -J 29 29 SHOWN 42 314"X1/4' VISIBLE EXTERIOR NOTCHES 25 OR 26 LIGHT WIDTH72 14 J-CHANNEL (SEE SHEETS 6-8)TYPICAL FOR FRAME ALL"XOX"FIXED MEETING RAIL BUCK WIDTH 33 �3 4-Ilm SHOWN o _EI HORIZONTAL SECTION C-C(XOX) PRODUCT REVISED .'l'H M (1)AT MIO-SPAN OF INTERLOCK as c0mPlW With the Florida ------ (1)3-W FROM FIN FRAME EACH SASH INSTALLATION AS PER SECTION D-D ABOVE Building 9 —10 11 NOA-No. 17-0411.08 CORNER AND(1)AT CENTER OF .1, SHOWN SASH STILESRAILS �1-kkll LYNV R-1-d Br. Data: evaton. EXPIratiol Da 9/24/2020 TYP.ANCHOR TYPE, ......... 4fl� el z'.Z, 1, T. JR Ok7l`17 NocHANG—Hiss— EMBEDMENTAND EDGE DISTANCE PER vz' BY-. Dew EDGE DISTANCE Illy 70 Product Control SUBSTRATE,SEE SEE No.58705 TABLE 3,SHEET 2. EMBEDMENT t Drawn W. VISIBLE LIGHT FORMULAS J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI VERTICAL t , E F 1070 TECHNOLOGY DRIVE INSTALLATION OPTION (EQUAL-LITE,XO&OX) ANCHORED THROUGH INTEGRAL FIN SECTION D-0 RI N.VENICFFL34275 Dot.. INTO 2X WOOD FRAME OR SUCK. WIDTH:BUCK WIDTH/2- 4 (941�40-16W HORIZONTAL ROLLER-LM 06/15115 00PYRIGHTQ 20ITPOT wDuaTw®,04C. STRIP.SEE NOTE 2.SHEET 2. HEIGHTBUCK HEIGHT-7--T14"" EIGHT.7 1(4' 11111" ALL achy HSOMWO SerlmlModal: Ts---i- A. N IL P.E. CERT.OFAUTPI.42929 RE 7 5 HR-5510 NTS OF 74" 1 10-01 B SILICCNE STRUCTURAL 718"NOM. 7/8"NOM E POLYISOBUTYLENE 1W NOM. 710'NOM. WITH DESICCANT 51`16"AtA PVB 'S EXT.GLASS 76 KODISPACE 5/16"A/A PVB- 5116"AIA PVB 5116"A/A PVB E 48G TPS .7/16AIR SPACE— 711W AIR SPACE—- 3/8"AIR SPACE— 3/8"AIR SPACE 1/8"A GLASS--\ 1/8"T GLASS 3116"A GLASS GLASS 0 <:1 EXTERIOR 1�3 EXTERIOR XT INT.GLASS <:1 EX76.79 TERIOR I�D rXTaERIOR HOT-MELT BUM E�.I STRUCTURAL "Ll, NI GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 FOAM �SIWNOK OAM TrH DESICCANT SUPER 7W NOM. 7/8'NOM. 718*NOM. EXT,GLASS SPACER8NXT"m 'Im,NOK ,r -I 5/16"H/H SG 5/16"H/H SG 5/15"H/H SG 7116"A/A SG INT.GLASS, •7/16"AIR SPACE— 3/8'.AIR SPACE 3/8"AIRSPACE 5/1611AIRSPACE 118"TGLASS --\ 3/16."A GLASS- 3116"T GLASS 1/811:GLASS---� ALUMINUM 1�3 EXTERIOR Is I�D EXTERIOR <11 EXTERIOR EXTERIOR REINFORCEMENT BUTYL& 5118°NOM. (9-- 81— 7&79 76.79 GLASS TYPE 10 GLASS TYPE 11 GI :12 FOAM GI 14 EXT.GLASS @DURASEALO SPACER V2'NOM.GLASS 7ill"NOM. 7/8'NOM. 76-79 SITE TYP. INT.GLASS EXTERIOR 72 74 7116"A/A SG 7/16"AIA SG GLASS. TYPES 5,7,11815 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE 'BUTYLENE DESICCANT FILL AREA 0 2B 3/16"A GLASS 3116"T GLASS HVHZABOVE30. S 6118"NOM. 29 76 EAL <n EXTERIOR 10 <�:I EXTERIOR GLASS TYPES 10-12&14-16 ROLL-FORMED L SILICONESEAL 29 MAY NOT BE USED WITH L-FORMED . . jr-CHANNELORINTEGRAL STAINLESS STEE 7&79 •FIN FRAMES aXL EDGE'"' 33 0 00�� PRODUCT REVISED as COMPlYing NVIM th.Florida EXT.GLASS SPACER GLASS TYPE 15 GLASS TYPE 16 Building Code —ilfliff, NOA-Nd. 17-0411.08 I Revised W. Dole, RaVola. 10 LyExpiration Vote,•0912412020 • NO CHANCES THISSHEIrr. INT.GLASS JR 03/27/17 By REINFORCEMENT TYP.GLAZING DETAIL E SPACE VE S 9S SS Cl 7. & T *IA. CE GLASS "0 E SG NAI R.W..d B), Dal.; No. 3 0 R-1.1m .rn : nulla Product control W-ANNEALED Poll# Description Material 1`1' HEAT STRENGTHENED Dwcrfpvom "r TEMPE 31 76 Kornmelmil 45G TPS SpaCars ystem GLAZING DETAILS ROSOWSKI "PVB'=.G9()'TROSIFOLED PvS BY KURARAY AMERICA,INC. E 1070 TECHNOLOGY DRIVE 77 Quanox Super Sp000rnXrwfth Hot melt Butyl So-11" 75 KURARAY N.VENICE,FL 342 Date: 78 See this "SG"=.090"SENTRYGLAS0 INTERLAYER BY HORIZONTAL ROLLER WINDOW' 78 Quenex Dumseal Spacer sheat for AMERICA.INC. W*�1600 -LM 05/15/15 79 Cardinal A Edge S—Pacer Mateds(s COPMGW02m?POT trawamms,INC. FOR LAMINATED GLAZING COMPONENTS,SEC TABLE 1. L N I IR� E. AUMOHMPESEAVED Sarfo.Adescola, Sheat: NO. Row I. IS`cI REFERENCE TEST REPORTS;FTL-8717,8968 8 8970 SHEET2. CERT.CFAUTfi,#292�98 HR-5510 NTS 5 P.. .0607 �HR5510-01 I B TABLE 8: Index to All Design Pressure and Anchor Quantity Tables Max. Max. Gtass R.W. Design Pressure Anchor0uantdy TABLE& TABLE 7: Contig .....—. Wldh Height Type lam Glass Types Design Pressure(lbse) Glassrypes Design Pressure fibs I 5a° 1 s s-& forXOorOXWindows5'8 forXOorOXWtndows Be 2 7 1 -8 i$ 1 4 Rein£Leel Rt Ai!Buck Haights up to 54° 75` 83. 5.5 3 8 7 19 .10 RMrsG La�si R2 All Buck Heights up to 54• m - or 03• 4 11 B 21 11 A8 Buck Widths +501-50 A8 Suok Widths OX 72' S-8 4 10 8 20 10 up to 75° up to 75° +851-70 75` 78° 10-12 4 12 8 22 11 SEE TABLE I7 FOR ANCHORAGE 14.18 4 12 8 11 SEE TABLE 18 FOR ANCHORAGE 5-8 3 9 7 23 12 126" 83• 5&8 4 13 8 24 13 XOX 7&8 4 14 8 25 14 10-12 4 18 8 1 26t5 EJ0 14-16 4 18 8 21 18 HEADER HEAOEft r --•^-� �— 4•MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 1] 21 FOR WINDOWS WITH g 21 LEVEL R1 REINFORCEMENT 0 LEVEL R2 REINFORCEMENT 0 7// 5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH STER DETAIL IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLYTO ALL HEIGHT FRAME TYPES& FRAME TYPES& CONFIGURATIONS) 0 O 21 CONFIGURATIONS) D 21 4"MAX.O.C. SILL EMER:4R 717-L SILL NCHOR aUSTER DETAIL SASH WIDTH SASH WIDTH 4"MAX O.C. —►� l.+— D o MEETING RAIL MEETING RAIL I � 24 25 21 21 - e X21 21 JAMS gxmmOa JAMB EXr 10R II 73-LANCHOR �j LSTER DETAIL —"—J PROas DUCT REVISED, the Fodda. NOTES: Bonding Cade 1)USE THESE TABLES FOR ALL WINDOWS 011IIiIIJ NOA-No. 17-0411.08 INSTAD THROUGH THE E OR INTEGR LFIN ���� BUCK PER THE FIGURE.(SHEETS 3 d).SASH SIZE IS AS ~Q���NL..,s ��(� Rovi�sed By: eotet R rfsRR6CiED TABLE S. I-D412020 I 4MAX•O.C. 3FORS DI *; Na.58705 ' _ ReWstwr. Pim Date 0$.._.}0$..._.}_ 4"MIN.O.C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND 10EN C JR 03/27I17 t Control NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT - p� (f[ - t~F Dcscatptron: Droxo / !!///T/ -ANCHOR DIMENSION SHOWN ON THE TABLE.a)•va-1/2.114°AND"1/3-113.1/3"INDICATE THAT gyp'•, :w DESIGN PRESSURE TABLES J ROSOWSKI STER DETAIL THOSE STANDARD SASH CONFIGURATION3 R�fi •. ED = �!� 1070 TECHNOLOGY FALL WITHIN TH E SASH WI DTH RANGE IN THE i��st''•.<�RIDP.••'G�C�` N VENICE,FL 34275 71th; 001ADJACENT COLUMN.TUSTOW e: THAT NO STANDARD ASH CONFIGURATIONS ��`' Q ?LIE `� COPYRIIGHT0t017p07 aIDUS1RIES.INC.600 HORIZONTAL ROLLER-LM 05/15!15 i. FALL WITHIN THE RANGE, ALL Id BnESERVEn 5erlesjModel; ScOIe: SnsOt: Drawing Na, Rer. A.L NNNM5 �7E�Rr,P.E. CERT.OFAUTH.#29258 HR-5510 NTS 6 OF 18 MD-HR5510-01 B 44 { z TABLE 8: Glese Typos Design Pressure(mslR2) 5.8 for XO or OX Windows Relnt Level R3 All Buck Heights up to SO i All Buck Widths +501-50 HEADER up to 75' SEE TABLE 19 FOR ANCHORAGE TABLE 9: i Glass Types Bah Design Pressure(16slltz►for XOX O 5-8 Sash Width Windows I Rdnt Letel Configuration Range(in) Window Buck Height SASH R3 48" 54" 63" HEIGHT 35-114" %h 11.391-11.391 +50.0 500 +50.0 •50.0 +50.0 50.0 38" '/3-Y 12.308-12308 +50.0 50.0 +60.0 50.0 +50.0 50.0 0 O 22y-h% 11.391-11397 +50.0 •50.0 +50.0 50.0 +50.0 50.0 451!8' • ya-h h 13.398-14,683 +500 •500 +50.0 -50.0 +50.0 50.0 O47-314" Y4-y2-y4 11.391-12.297 +50.0 -50.0 +50.0 -50.0 +50.0 50.0 Lj -)/, 12.298-15.558 +50.0 -50.0 +50.0 -50.0 +50.0 50.0 EXTERIOR SILL Custom 11.391-12018 +50.0 50.0 +50.0 +50.0 50.0 50.0 a 52-118" ):-%-Y. 12017-13.397 +50.0 500 +50.0 50.0 +50.0 50.0 13.398.17.018 +50.0 1 -50.0 +50.0 -50.0 +50.0 50.0 m' Custom 11.391-13.397 +50.0 -500 +50.0 .50,0 +50.0 50.0 SASH WIDTH a 60" %'/z% 13.398-15.360 +50.0 -500 +50.0 50.0 +50.0 50.0 -J/,--� 15.361-19.641 +50.0 500 +50.0 50.0 1+50.0 50.0 o Custom 11.391-13,397 +50.0 500 +50.0 .50.0 +50.0 50.0 MEETING RAIL 75" Y4-!/2-y4 13.398-19.110 +50.0 S00 +50.0 50.0 +50.0 50.0 0 25 %-Y.-% 19.111.24.041 +50.0 500 +50.0 •50.0 +50.0 50.0 A Custom 18.360-19.397 +60.0 500 +50.0 -50.0 +491• •49.1' X22 22 0 96" 34-%.+/. 19.398-24.380 +50.0 -SOLD +50.0 50.0 +50.0 50.0 qMg I Custom 124.361-30.360 .50.0 50.0 +50.0 50.0 +50.0 S00 12� I Y4-%-Y4 •" -30,3fl1 +50.0 500 +50.0 50.0 +491' -49.1' •+50150 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE ••MIN.SASH SIZE_WINDOW WIDTH-59.28 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 Building Code CONFIGURATIONS) 111111111// NOA-Io. 17-0411.08 N N i�� Revised By: Dol.: Revision. Expiration Date 09/24/2020 NO CHANGESTHISSHEE7. •''�,tCEN,p ! JR 03/27/17 By ' • `��1 Rovls.d By: Date: R.Hsbn: Miami-!d roduct Control yY; No.58705 D.scepGon: Drmrn By: � 1 1� �; DESIGN PRESSURE TABLES J ROSOWSKI NOTES: STA OF •• 00 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. %'�� ,c 4(/ 1070 TECHNOLOGY DRIVE 71111.: Date: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND DUCK HEIGHT(SEE SHEETS 3-0).SASH SIZE IS AS PER THE FIGURE ;`S7 ��RIOP,.•'G\C�� N VENICE,FL 34276 3)FOR SIZES NOTSHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HE DIMENSION SHOWN ON THE TABLE. �v�is�ONAL EN 1�\`` (COPYWGHT028II7PGT INGOS'fAlEa.INR HORIZONTAL ROLLER-LM 05/15/15 4)'114-112-114'AND-113-1(3-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH !/111 1111 A RIGWSRE==n S.Nos/Nedel: Sola. Sheet• Dr.winp No. Rev: RANGE IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A,L pN MILL R PE CERT.OF AIJTH.929296 HR-5510 NTS 7 OF 18 MD-HR5510 01 B I THE RANGE. i� I t TABLE lis � TABLE 12: TABLE 13: Glass Types Design Pressure(Ibselfor Glass Types Design Pressure(ibslfe)for Ofass Type. 5.8 10-12&14.18 S a S Sash Sash Design Pressure(lbslflt)for XOX Windows TABL 81 a 7 Ra a8• XO or OX�Windows • R4 _" XO or OX Windows. Retnt Lavei Conteura6°n Wldth Glass Types DGSign Pressure(lbsltf) Inf.Level Window Buck Heght ReinL.Level + Window Buck Height R4 Range(in) Window Buck Height 63" 76" 36• 48" 5v S3' for XO or OX Windows 25,112" +65.0 -70.0 +65.0 .70,71 +65.0 -700 2S1/2" 5. .110.D +65,0 -110.0 +65.0 -110.0 Custom 11.391-13.397 +65.0 -70.0 +65.0 .70.0 +85.0 -70.0 +e5.0 .85,3 u - z +650 110.0 65.0 110.0 -110-0 60 Rolyd Levet R4 All Beek Heights up to 72' s Y.-Y.-Y. 13.388-15.380 +85,0 -70.0 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0- All 28" +850 -70.0 �+65-0 -71},0 +65.0 -700 28" � + _ +p5.0 All Duck Wldthe +50l-50 36" +650 -70.0 +65.0« 70.0 +6_5.0 70.0 36" +65.0 -110.0 +65,0 -110.0 +65.0 -110.0 -E )3-Y-'/i 15.361-19.611 +65.0 -70.0 +65.0 70.0 +65,0 -70,0 +65,0 •70,0 up t9 75" 42" +650 .70.0 +65.0 -TDA +65.0 •70.0 m 4' +65.0 -110.6 +65,0 -110.0 +65.0 .110,0 $ 11.391-23.387 455.0 -70.0 +65.0 -69,8 +83.3 -63.3 +53.2 532 SEE TABLE 20 FOR ANCHORAGE .� 48" +6S0 -70.0 +65.0 .70,0 +65.0 •70.0 48"' +65.0 •110.0 +65.0 .110,0 +65.4 .1100 76• Y.-%.-% 13.398-19.110 +85.0 -70.p +85.0 -70.0 +65.0 -665 +56.2 -58.2 60" +65,0 -70.0 +65.0 -70.0 +65.0 .70.0 W. +65,0 .110.0 +65,0 410.0 +85.0 -939 '/a 18.111-24.641 +65.0 -70.0 +65.0 «70.0 +85,0 -T0.0 +65,0 -66,0 75" +650 -70.0 485.8 -7a,o +54.3' 54,3' 75" +650 -f 10.0 +65.0 -103.5 +65.0 -800 Custom 26.360-19.397 +65.0 -70.0 +59.9 •59.8 +55.5 -5.1,5 +49.1 •49.1 •+651-7p FOR GLASS TYPES 6-8 SEE TABLE 22 FOR ANCHORAGE Y%-Y, 19,396-24.360 +65.0 -70.0 +62.1 •62.7 +58,0 -664 +509 -50.3 SEE TABLE 21 FOR ANCHORAGE Custom 24.381-30.360 +650 -704 +65.0 •704 +65.8 -67.3 +57.0 57.0 TABLE 15: 120" %-%-Y4 •• -30.360 I+65.0 -70.0 +59.8 •59.9 +55.5 55.5 1+49.1 49.1 Glass Types Design Pressure(lbstft�)forXOX _WINDOW WIDTH-59.25 10.12 Sash Sash HEADER MIN.SASH SEE TABLE 24 FOR ANCHORAGE CaMgtiratlon Width Windows TABLE 14: 2 Retnf.Levet Range On) Window Buck Haight Class Types R4 46 64• 63" p 711,6 Sash[13398 Sash Design Pressure(lbslftt)for XOX Windows Custom 11.391-13.397 165.0 -110.0 +65.0 -110.0 +65.0 .110.0 p RetrrE Levet Cor>fl9umtiWidth nge pn) wind-Buck Hetght 60" Y4-yl-y4 13.398-15.380 +65,0 -110.0 +650 _11IL0 +65.0 «110.0 R4 36" .48• 64' 63' %-%-Y 15.367-19.641 +65,0 -110.0 465.0 4100 +65.0 410.0 Custom4-13397 +65.0 -70.0 +65.0 -70.0 +65,0 -70.0 +65.0 70.0 Custom 11.391-23.397 +65D -110.0 +S5.p _118.0 +650 -110.0 O 60" Y+-%-)a -15.360 +65,0 -70.0 +65,0 -70.0 +85,0 -70.0 +65.0 -70.0 y 75' +/,_%_y, 13.398-19.110 +65.0 -110.0 +85.0 -110,0 +05.0 .110.D SASH 5 %-Ya-% -19.641 +65.0 -70.0 +65,0 1 70.0 +65,0 -70.0 +65.0 -So.o 7 HEIGHT Custom 11.341-13.397 +65,0 70.0 +65.0 70.0 +65.4 -70.0 +85.0 -704 19.111-24.841 465,8 -110.0 +65.0 -110,0 465.0 -110.p 01 Custom 17.641-19.397 +65,0 -110.0 +85.0 -110.0 +65.0' -104.6' 75" %-%-% 13.398-119110 +95.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0 -70.0 3 96• y-%%� 19.398-24.360 +61.1 -110.0 465.0 -110.0 +05,0• -109.5 23 o Y.-%-% 19.111-24.641 +85.0 -700 +65.0 -70.0 +65.0 7040 +65.0 .70.0 Custom 24,381-31641 +65.0 -110.0 465.0 -140.0 +650 -NO.p - Custom 1&360-19.397 +65,0 -70.0 +68,0 -70.0 +65.p 70.0 Atr,5.C* •672•%4- 29.641-32.515 +65,0 -110,0 465.0 -110.6 +66.0' .104.6• 98• %_ % 19.398_24.360 +65,0 -70.0 +65,0 -70.0 4650 -70.0 .68.8'120' + Custom 24.361-30.360 +85.0 -70.0 +65,0 -70.0 +65.0 70D --70.07/a-l-''/a 32.516-39.641 +850 -110,0 +65.0 -140.0 +85.6 -110.0 _,�rERKA 120' Y_yi.% •• -30360 +65.0 -70.0 +65.0 70.0 +65.0 70.0 -67,2` 140" Custom •• -39.641 +850 -110.0 +65.0 -110.0 +65.0• -1D4.6' SILL +65F110 FOR GLASS TYPES 71&12 SEE TABLE 26 FOR ANCHORAGE '4651-70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE a •'MIN.SASH SIZE=WINDOW WIDTH-69.28 "•MIN.SASH SIZE=WINDOW MOTH.60.72 2 TABLE 76: 2 Gtass Types 2 SASH WIDTH 14,is sash Design Pressure(ibslftjforXOX sash Rent L-i ConBguraDanWidth Windows o o SECTION DETAIL _- - Height MEETING RAIL FOR WINDOWS WITH R4 custom t1,39t�°13.397 8- LEVEL R4 REINFORCEMENT Window Buck _ 48° 54 .. 63' Q +65,0 -110.0 465.0 110.0 +65.0 -11D.0 26 (REINFORCEMENTS SHOWN 60' /h j 13,398-16.360 +650 -110,0 +650 -110.0 +65,0 .110.0 0 o IN FIGURES APPLYTO ALL %-%-% 15,361-10.641 +65,0 -110.0 465,0 -1100 +65,0 .110.0 23 23 o FRAME TYPES& Custom 11,391-13.397 +65,0 -120.0 *65.0 -110.0 +65,0 -106.3 JAMB T W8 CONFIGURATIONS) GLASS TYPES 1012&14-16 MAY NOT BE USED WITH 9 75 /_ -/ 1 +6 3.300-10.110 5.0 -110.0 +65.0 -110.0 +65.0 -1620 o J-CHANNEL OR INTEGRAL PRODUCT Y-%-Y4 -iS=/a 119.111-24.641 +65,0 410.0 +65.0 -170.0 +85,0 -1020 FIN FRAMES os complying with the Florida Bending Code mNOA-No. 17.0411.08 Custom, 77.641-19.397 *66.0 -170.0 +65.0 -410.0 +65.8 -97.4 � t i i t!t -'/i-% 19.398-24.360 +65.0 -110.0 +650 AiD.0 +65.0 .920 ��`�, dl,r,,�i Re0 d sit Date: .t Expiration pat 09/24/2020 Custom 124,361 $ S20° %-Y3-Y3 32.518-39,515 +86,0 110.0 +65.0 -105.0 +55,0 •80.0 �``` �T Y�N CE S'V'f` � RedseR By' ..p�v l�7!`� ev15ICRANGE5 THI8EMEET. v 7 _~ 0.58 5 l Rgvlsf-- miamt-Dy a Product cont 1Q 70 140• Custom I • -39.841 +65.0 -114.0 +650 1-105.0 1+65.01 W.0 = '715-_ ;SEE TABLE 27 FOR ANCHORAGE -'O - a Dsaafpti°s: Drawn W. =� '. XSTA�0r7_ i DESIGN PRESSURE TABLES J ROSOWSKI NOTES: ;d '. 1070 TECHNOLOGY DRIVE 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE, i,�`' '•.F<ORIDr! \=titi N.VENICE,FL 34276 rUo' Date: 3)FOR SIZES NOT SHOWN,ROUND UP O THE N2)FRAME DIMENSIONS ARE BUCK WIDTH AND UCK HEIGHT EXT AVALLAB(SEE SHEETS 3-4).LE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.IS AS PER THE FIGURE. '�f sjOr�1A4-t��E,� ��` (OO��00�7�.mDUy„m�M HORIZONTAL ROLLER-LM 05!95/15 4)'174-1!2.1!4'AND-1/3-113.113°INDIZATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYM�1iMi�.L6H,P.E. ALL 1s01/m SMee/AI°del: Scold: Shoot: Drawing No, R. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.En58705 CERT.OFAUTH.429296. HR-55510 NTS 8 OF 18 MD-HR5510-09 B TABLE 17: Glass Types Anchor Quantities for XO orOX Windows Max.Anchor O.C. Anchor Anchor 5-eSpacing for"Integral- Group E Group F Sash 30"Height 36"Height 48"Height 54"Height 30"Height 36"Height 48"Height 64"Height Width Head Head E Head Head E Head E Head E Head E Head E Fin"Installation 3.8" 4" Reinf.Level Vin) &Sig &Sill &Sill &SIII &sill &siu &Sill . &Sul M GUIDE TO USING ANCHOR QUANTITY TABLES R1 Anchor Group A Anchor Group C PRODUCT REVISED as complyingwith the Florida 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 'FOR OX WINDOWS(XO SIMILAR): NOA-ao coe NOA-No. 17-0411.08 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+CZ+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOIZnUANTITY PER JAMB ExprraGon Dato 09/24/2020 Y 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 i+C2+1 3 1+C2+1. 3 2+C3+2 3 By 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+� 3 1+C2+1 3 1+C2+1 3 HEAD AND SILL ANCHOR QUANTITY:TION Miami- a Product Cantral 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (z)ANCHORS OFAT ENCHO SCENT o +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 60" 29.387 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 *(2)ANCHORS nTTHE SASH m�poeDNOTETOANCHOR }� TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. QTY.TABLES. 75" 36.667 2+C2t2 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 Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �{ SEE ELEVATION,SHEET 1 Z m 28" 13.397 S+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 I SEE CLUSTER DETAILS,SHEET 6 y s 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 r-I to O o EE ELEVATION, d' rn">> O 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 1sHEET1 o w a13 rj C11 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE FT��l 3 W60" 28.397 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, O� mSHEE O J o wo 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+02+2 3 2+C2+2 3 REPEAT ANCHOR PATTERN AT SILL Z [�D �`+ SEE TABLE 6 FOR DESIGN PRESSURE U LLF LL TABLE 18: FOR XOX WINDOWS: IW-w Y E- ED Wo Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY > aQ 5-8 Sash 30"Height 38"Height I 481 Height 54"Height 30"Height 36"Height 48"Height 54"Height PER JAMB z'rna' (. W LL LL Width Head '� Head '� Head 'n Head '° Head a Head '� Head Head '� HEAD AND SILL ANCHOR QUANTITY: J O Reint Level fn) E E E E E E E E 1+C3+2+C3+1 4 1 J &Sill ; &Sill Sill &SIII -' &Sill m &Sill `-° &SIII M &Sill '; +)ANCHOR AT THE SASH 1-- 0 ��s R2 A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION ® m Q CO +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL J �, 25-112" 12.147 1+02+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 +(1)ANCHOR AT THE SASH O z G 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS ATTHE SILL along v 28" 13.397 < a' Z x LLF: O O 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET1 o zN 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 in m 42" 20.397 NotAllowed CL SEE ELEVATION,SHEET t U Z 0 48" 23.397 1+C2+1 2 ttC2+1 3 1+C2+1 3 1+C2+1 3 —.I I+ SEE ELEVATION,SHEET Q = _ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 31 2+C2+2 3 2+C2+2 3 Iy ` SEE ELEVATION, �t I, Anchor Group B Anchor Group D L— X O X SHEET 1 .�`ANY LYNIy,�� i 25112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1tC2+1 $ 1+C2+1 3 1+C2+1 3 ELEVATION, JceNSF'•�(��;' SHEET 1 SEE CLUSTER 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 No.58705 = DETAILS, * •: 36" 17.397 i+C2+1 2 i+C2+1 3 1+C2+1 3 1+02+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 REPEAT ANCHOR PATTERN ATSILL SHEETS -0. 42' 20.397 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 L2++2 21 3 1+C2+1 3 ry �� a] NOTES: (V. 3 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 2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT SEE SHEETS 3-4). �iF •'••��R1OP•`.•-G,\ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 Max,Anchor O.C. Anchor SASH 512E]SAS PERTHE FIGURES ON �'1is`S/ONAL 19 577138.897 2+C2+2 2 2+C2+2 3 2tC2+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 6-8. IIII I I I I I MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUSTALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation T FOR SIZES NOT SHOWN,ROUND UP TO 4" THE NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. COMPLY WITH THE MAX.O.C.SPACING SHOWN CN THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE, REA 58705 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5-8 sashSpacing for"Integral- 30"Height 36"Height 48"Height 54"Height 63"Height 30"Height 38"Height 48'Height 54"Height 63"Height Fin"Installation Width Head Head Head Head Head o Nead " Nead ¢ Head Head 4 Head Reint Level On) E E E E E E E �E E E Anchor Anchor &Sill &Sill &SII! !; &Sil! y &sill &SUI &Silt &5111 &SAI &SIII Group E Group F R3 Anchor Group A Anchor Group C 3.5' 4" PRODUCT REVISED as comPin9 with the Florida 25112' 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+CZ+i 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Building l"lode v 28" 13.397 1+C2+1 2 1+C2+1 3 I+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 NOA-N% 17.0411.08 s 36" 17.397 1+C2+1 2 I+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 expiration Data 09/24/2020 42" 20.397 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+02+1 4 6y � Miam�-0 Produot Contra 0 48' 23.397 1+C2+1 2 I+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 I+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 13, 2+C2+2 4 2+C2+2 4 2+C2+2 q 2+C2+2 2 2+G2+2 3 2+C2t2 42+C2+2 4 2+C2+2 4 n ADDED NOTE TO ANCHOR 75" 36.897 2+C2+2 2 2+C2+2 3 2+CZ+2 q 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 QTY.TABLES.REMOVED GLASS 5 FROM TABLE 20. Anchor Group S Anchor Group 0 25-112" 12147 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 i+C2+1 2 1+C2+1 3 1+C2+1 4 i+C2+i 4 I+C2+1 4 rd m 28' 13.397 I+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 I+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 z 17 W "aa 36" 17.397 1+C2+1 2 I+C2+1 3 I+C2+1 4 i+C2+1 4 I+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 d m' 42" 20.397 1+C2+1 2 I+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 i+C2+1 4 I+C2+1 4 t+C2+1 4 O 'S 48' 23.397 1+C2+1 2 I+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 I+C2+1 2 I+C2+1 3 I+C2+1 4 1+C2+1 4 1+C2+1 4 y n ? a1aO CIG tti7 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 CD of O m n y 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 p L o R S2 vmw° SEE TABLE 8 FOR DESIGN PRESSURE =uj Dix TABLE 20: W(„)001' _ w aN Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C, o } m _j 01110 co 6.8 Sash Spacing for"Integral- o 0, 0 <t: 30"Height 36"Height 48"Height 54"Height 63"Height 72"Height 30°Height 36"Haight 48"Height 54"Height 63"Height 72"Height "z i" Lt- Width a Fin"Installation n HeadIVI Head Head Head E Head Head Head Nead E Head E Haad E Head E Head Ancfior Anehor p ReInfRLevel O ) Sill &SIII &SAI &SUI &Sill &Sill D ° &Sill Group E Group F , Z &5111 &SIII &Sill &SIII &Sill _, Anchor Group A Anchor Group C 3 z 4„ ° aays 25.112" 12.147 I+C2+1 2 I+C2+1 131 1+C2+1 141 1+C2+1 4 +1'1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+02+1 41 1+C2+1 q i+C2+1 151 I+C2+15 28" 13.397 I+C2+1 2 1+C2+1 31 1+C2+1 4 I+C2+1 4 1+C2+1 15 1+C2+1 15 1+C2+1 2 I+C2+1 31 1+C2+1 4 1+C2+1 41 1+C2+1 5 1+C2+1 5x t ~ Z Z ajtlas 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C3+1 5 w O O a m 42" 20.397 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+02+1 4 1+C3+1 5 1+C3+1 5 1+02+1 2 1+C2+1 3 1+C2+1 4 I+C2+1 4 I+C3+1 5 I+C3+1 5 ° N U Qz to 46" 23.397 I+C2+1 2 1+C2+1 3 1+C2+1 4 1+03+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 I+C2+3 4 1+C3+1 41 1+r-3+i 5 1+C3+1 5 cwt z O 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 2 2+02+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 Nors: 1)FRAME DIMENSIONS epi rasa°sauag 75" 36.897 11 2+02+2 21 2+C2+2 3 2+C3+2 4 2+C3+2 41 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 13 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 AREBUGKw(DTHAND 1 Anchor Group l3 An Group O BUCK HEIGHT(SEE >>IAA1 117j7j p SHEETS 3-0).SASH SIZE tS >> q Y LY4 25112" 12.147 1+C2+1 2 1+C2+1 3 I+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON `, + ..''tiCEN p�.��{�' 46 28" 13.397 1+c2+1 2 1+c2+1 3 1+C2+1 4 1+C2+i 4 1+C2+1 5 I+C2+1 5 I+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 SHEETS ss. �; s 36" 17.397 1+C2+1 2 I+C2+1 3 I+C2+1 4 1+02+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 I+C2+1 41 1+C2+14 1+C2+1 5 1+C3+1 5 2}FOR SIZES NOT =* No.58705 m 42" 20.397 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 I+C3+1 5 1+C2+1 2 I+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 51 1+C3+1 5 SHOWN,ROUND UPTO v 7HE NEXT AVAILABLE "- 0 48" 23.3971+C2+1 2 1+C2+1 3 1+C2+1 4 1+133+1 4 1+C3+1 5 1+C3+1 5 I+C2+1 2 I+C2+1 3 1+C2+t 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 WIDTH OR HEIGHT DIMENSION SHOWN ON .��•'.• SATE F 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 6 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 THE TABLE. :�CrS`'•°LORiDR.. �C� � 75" 38.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 Si2+C4+2 5 2+C2+2 21 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+Cd+2 5 2+C4+2 5 3)SEESHEET9FORA "'IS7,QNALI00% SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USINGTHESE TABLES. A. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. LYNN MILLER.P.E.RE#5870& TABLE 21: Class Types Anchor Quantities forXOorOXWindows Max.AnchorO.C. Anchor 5-8 sash Spacing for"Integral- Group F E 30"Height 36"Height 48"Height 54"Height 63"Height 30"Height 36"Height 48"Height 54"Height 63"Height Width Head Head E Head E Head E Head E Head E Head E Head Head E Head Fin"Installation q" Reinf.Level (In) &Sill m &Sill &Sill &sin &Sill &Sill m &Sill 5 &SIII &S01 &Sill PRODUCT REVISED nchor Group A Anchor Group C as comptytng with the Florida R4 A Building Code 25-1/2" 12.147 1+C2+1 21 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 41 NOA-No. 17-0411.08 15 28" 13.397 1+C2+1 21 1+C2+1 3 1+C2+1.. 41 1+C2+1 4 1+C2+1 4 Expiration Date 09/24/2020 36" 17.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By Y Mianll-Drodua Cantro ad m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 3 48" 23.397 1+C2+1. 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 -ou ,'ADDED NOTE TO ANCHOR 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 a°QN.TABLES. 75" 36.897 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 � Y m 25-1/2" 12.147 1+C2+1 21 1+C2+1 31 1+132+1 14 1+C2+1 141 1+C2+1 4 1+C2+1 2 1+C;+1 3 1+C2+1 4 1.+C2+1 4 1+C2+1 4 z (fj 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 i+C2+1 4 w r �r Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O O� m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ❑ro �e m al"D I c 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 •t,N -� 60" 29.397. 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Q o =13 = 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 141 2+C2+2 2 2+C2+2 3 2+C2+2 41 2+C2+2 141 2+C2+2 14 =W 0 2 SEE TABLE 11 FOR DESIGN PRESSURE U U_O 1--< W ,"N 1 TABLE 22: GLASS TYPES ~Z J -j JMO Glass Types Anchor Quantities for XO or OX Windows 10-12&14-16 MAY n r Q °r 10.12&14-16 Sash NOT BE USED Z?� U t— o 30'Height 36"Height 48°Height 54"Height 63"Helj--- i+G2+1 30"Height 36"Height 48'Height 54"Height 63'Height 76"Height WITH d-CHANNEL } J O Width Heed n Heed Head E Head E HeadHead Head E Head HeadIII Head Head ® ORAMESGRALFINOReinf.Level (In) &Sill &Sill &SIII ° &Sill &SIII &Sill " &SIII 8 SIII m &Sill &SIII m &SIII ZR4 - Anchor Group A Anchor Group C ? J cn25-1/2° 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 i Z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 Z36° 17.3971+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 oO O_ .LO42° 20.397 Not AllowedLO 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5U48" 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 `1:60" 29397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5NOTES:75° 36.897 2+C2+2 2 2+C2+2 3 Z+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS AREBUCKWIDTHAND �`�` Y LYN Anchor GroupB AnchorGroupD BUCKHEIGHT(SEE � N'• NSHEETS 3-4).SASH SIZE IS25-1/2° 12.147 1+C2+1 2 1+C2+1 3 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 5 1+C3+1 5 psPERTHEFIGUREs ON Q' P 28' 13.397 1+C2+1 21 1+02+1 3 1+C2+1 41 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 21 1+C2+.1 131 1+C2+1 4 1+C2+1 41 1+C3+1 51 1+C3+1 5 SHEETS M. No,58705 = 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 Y 2)FOR SIZES NOT _-D e 42" 20.397 1+C2+1 2 1+C2+1 3 1+CT 3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 HOWN•ROUND UPTO In THE NEXT AVAILABLE %O••. ggg����gggqfE` k 48° 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT o MENS ON,SHOWN oN %��iS IOP,.• 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+04+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+04+2 5 2+C4+2 5 THE TABLE. ���/s�ONALI �C`�` 75' 36.897 2+C2+2II 2 2+C2+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+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET aFORA SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER P.E. P.E.#5874-5 MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. i TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE VAX,D.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantitles for XOX Windows 5-8 Sash Sash 24"Helght 30"Height 36"HeightHeight 67 Height -24-Heigh! I - Conliguratlan Width 30 48'Height 64"Height 63"Height ReInf,Level Head&Sill Head&Sill Head Sig J'E Range on) Head&Sill E Head&Sill Head&Sill E Head fjjHead&Sill Head&Sig Head&Sill 0 Head&Sig R3 AI 1 11 1 Anchor Group A Anchor•GmupC ----2 1 4 4 I+C2+0+(� C2+0+C2+1 PRODUCT REVISED 35-114' YS-%-Y. 11-M-11.391 I+C2;+O+C2+1 2=rlt+C2+0+C.+712 rl+C2+0+C2=+713 M��2+0+C2+1 4 I+C2+0=+=C-2+7 1+C2+O*C2+113�+�C2+0+G2+1��i+714 l+C2+o+c2+i in 12 308'-12.30B ll+C2+0+C2+11 2 1+C2+0+C2+112 I+C2+0+C2+11 3 1-C2+0+CZ+ll 4 14C2+ compW a 38, ya aBs4thITTOPIN a O+C2+114 1+C2+0+C2+114 N 1+C2+0+C2+112 I+C2-0-C2+112 1+C2+0+C12+11 3 I+C2+0+C2+11 411+C2+0+02+114 1+C2+0+C2+1 4 QA-No. 45-1/8" Y.-%-Y, 11-391-13.397 I+C2+0+C2+112 1+C2+0+C2+ 2 I+C2+0+C2+113 I+C2+0+C2+1 4 1+C2+0+C2+114 I+C2+0+C2+114 I+C2+0+a+ll 2 1+02+0+C2+112 i+C2+�j0+C2+1 3 1+C2+0+62+111 4j1+C2+D+C2+1j4 l+c2+0+C241 Expimt! n Data 9/24 �7 4 73.398-14.683 I+C2+0+62+1 2 1+62+0+62+1 2 I+C2+0+C2+113 I+C2+0+CZ+l 4 1+02+0+62+114 I+C2+0+C2+11 4 C2+0+C2+11 2 1+C2+0+ +Z+0+,+t , /2020 02+112 I+C2+0+C2+1 3 I+C2+0402+11411+C2+G+C2+1 4 I+C2+G+C2+114 12 I+C2+1+C2+11 2 1 +,+,+, 3 - 4 1+C2+l+C2+11 4 I+C2+1+C2+114 47-3/4" YY5.Y4 11.391-12.297 I+C2+1.C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+113 I+C2+1+C2+1 4 1+C2+14C2+114 1+C2+1+C2+1 4 I+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+11 BY Mlaml-Dade %-N-Y3 12.298-15.558 t+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C2+0+C2+113 11;62+1)+112+11 4 I+C2 1 ., ,--E- --- duct Cont- - +U+C2+11�I+C2+0+C2+114 l+c2+0+C2+112 l+c2+ C2+1 3 1+ -�BIC2+1 4 T+M�-+T14 I+C2+-C2+1'r4 Custom T1.391-12.016 I+C2+1+C2+1 2 I+C2+1+C2;71 2 I+C2+1+C2+113 I+C2+1+C2+1 4 I+C2+1+C2+114 I+C2+1+C2+114 1+C2+14C2+11 2 1+C2+1+C2+11 2 I+C2+1+C2+113 1+C2+1+C2+11 4 1+C2+1+C2+1 4 +C2+1+C �li 52-118* Y,-Y2.Y4 12.017-1$.397 I+C2+1+C2+1 2 1+C2+14C2+1 2 i+C2+1+C2+113 I+C2+1+C2+1 4 1+02+1+C2+1 4 - iT�i7i ADDED NOTE ANCHOR -2+0+ -F - I+C2+1+C2+112 I+CZ+1+02+il 3 1+C2+1+02+1 4 1+02+1+C2+1 4 QTY.TABLES. 13.398-17.016 F+C C2+1 I+CZ+O+C2+1 2 I+C2+0+C2+113 I+C2+0*C2M 4 I+C2+o+C2+114 1 112 --F • I +C2+!D+C2+11 2 I+C2+0+C2- `!+C2+0+62�1 31 I+C2+0+C2+114 I+C2+0+C2+114 a) Custom 11.391-11397 I+C2+1+C2+11 2 I+C2+1+C2+1 2 1+C2+1+C2+113 1+C2+1+C2+1 4 I+C2+1+C2+114 I+C2+1+&+Ij 4 1+C­2+1+C2+11 2 I+C2+1+C2+112 1+C2+1+02+1 311+02+1+C2+11 4 1+62+1+C2+1 4 1+c2;1+62+-7F4 '/+- '/+ 13.398-15,360 j1+C2+1+C2+1j 2 I+C2+1 2 11+1321t1+02+11 3 1+C2+14C2+1 4 I+C2+l-C2+114 I+C2+1+C2+114 I+C2+1.+C2+11 2 1+02+1-C2+112 I+C2 4�1 4 l+c2+ + 2 1+C2+ +T 1+C2+1 4 --C2+0+C2+1 2 I+C2+0+ _;+ill r CA 15-361-19�641 ll+C2+0+C2+IF2 1+ C2+11 3 I+C2+0+C2+1 4 I+C2+0+C2+114 I+C2+0+C2+114 1+C2+0+C2+.Il 2 I+C2+O*C2+li 2 I+C2+0+C2+1 z rj,) Custom 11.391 - I 3lI+C2+G+E2 4 1+-C+C2+IF4 +02+ 1 4 1-8 3.397 I+C2+3+C2+112 I+C2+3+C2+1 2 1+C2+3+C2+113 1+C2+3+C2M 4 I+C2+3+C2+11 4 I+C2+3+C2+114 l+C2+3+C;2+1 2 1+C2+3+02+1 2 I+C2+3+C2+11 3 I+C2+3+02+114 1+62+3+C2+114 1 4 - -13.397 75' ;7 Z5 0 0 Y�-%-% 13.398-19mo ll+C2+2+C2+11 2 I+C2+2+C2+1 2 1+C2+2+C2+113 1+C2+2+C2+1 4 1+C2+2+C2+114 1+CZ+2+C2+114 I +2+C2+1 2 i-C2+2+C2+12 1+C2+2+C2+113 1+C2+2+C2+1j4 i+C2+2+C2+114 I+C2+ 02+ 4 0 y3-y3-y3 19.111-24.641 1+C2+1;C2;1T-2 11+62+14C2+1 2 I+C2+i+C2+lF3 1+02+1+C2+11 +C2+1+02tIJ 4 I+C2+1+C2+1 4 ]+62+1+C2+1 2 I+C2+1+02+ C2+114 14C2+1+C2+1 4 -100 0 1 2 I+C2+l+C2+1 3 1+C2+1+C2+1 4 I+C2+1+ Custom 18.360-10.397 1+02+3+62+1 2� I+C2*3+C2+1 2 1+C2+ ar� - 3+C2+1 4 I+C2+3+C2+ 4 I+C3+3+C3+1 4 1+C2+3+C24-1 2 I+C2+3+C2+1 +3+C?.+l 4 1+CZ+3+C2+1 4 I+C2+3+02tl 4 w 1+C2+3+02+113 L+C� 0 N "+/a-- ''/a lR398-24.360 i+C2+3+r-2+1 2 I+C2+3+IC2+1 2�t+C2+3+C2+113 1+ 34C2+1 4 I+C2+3#C2+1 4 I+C3+3+03+1140 �r Olt +C2+3+C2+1 2 1+C2+3+C2+112 I+C2+3+C2+1 3 J+C2+34C2+1 4 1+02+3+C2+1 I+C2+3+C2+1 4 Cl) I+C2+2 C2+1 2 I+C2+2+C2+112 I+C2+2+C2+114'- 2+03+114 -j Custom 0-1 C, -1E 120' %-%-Y. + 2 I+C2�3�C2+1112 I+C2+3 1+02+2+C2+1 2 1+C2+2+C2+112 I+M+2+C2+11 3 1+ + +1 4 T+02T2+C2�1 4 I+C2+2+C2+11 4 z U- 0 uMao -30,360 i+C2+3 1+C2+34C2+1 2 I+M I+C2+3+02+1 3 l4C2+3+C2+1 4 I+C2+3-C2-' :E Anchor Group 8 0 35-114' %-%-% 11.301-11,391 1+C2+0+C2+11 i T+`c�2+�O+c2+1 2 Anchor Group D I.-z co -C Ul I+C2+0+C2+113 I+C2+D+C2+1 411+C2+D+C2+ll4ll+C2+0+C2+1111 ,�l - -fi+C2+0+C2+112 C2+1 4 I+G24()+C2+114 I+C2+0+6&IF2 I+C2+6M-+Tl3 i+c2+o+c2+11 4 F+0-2+04 12: to 38, %-%-% 12.308-12 308 1+62+0+62+1 2 1+0240+C2+112 l+G2+0+C2+1 3 I+62+0+62+114 I+C240+C2+1 4 1 l+C240+C2+114 1+C2+0+C2+11211+C2+0+ f- :W �: T C2+1112 1+C2+0+C2+113 J+C2+0+C2+114 I+C2+0+C2+1 4 IIIC2+&��+l 4 C) Y4-%-'Y4 11.391-13.397 I+C2+0+C2+1 2 I+C2+O+c2+il 2 1+C2+0+62+1 3 t+C2+0+C2+1)4 1-+r,2+0+C2+1 45-118* 411+r-2+0+C2+1 4 l+C2;6�C2+1j2jI+C2+0+C2+1 C.) U- -- 2 1+C2+0+C2+113 I+C2.DtC2+1 4 1+02+0+C2+1 4 1-C2+0fC2t1 4 W 0 Y`YS-ya 13.398-14.683 1+C2+0+C2+1 2 I+C2+0+C2+112 1+02+0+C2+1 3 i+C2+0402tl 4 l+C2+0+C2+1 411+C2+0+C2+1 J+C2+0+C2+1 2 1+02+0+C2+1 2 1+Ei+0+C2+T13 1+ + C2+1 4 1+C2+G+c2+1 4 2 C2+1 3 1 C2+14C2+1 4 I+C2+1+C2+1 4 l+C2+1+C271 I +I+C2+1 2 I+C2+1+C2+1 2 %-Y,Y4 1!.332-12297 11+C2+1+C2+1 2 I+C2+1+C2+112 I+C+1+ l+C2+0+C2+1 4 C4 47-34' J+C2+0+C2+11 i I+C2+1+C2+113 1+C2+1+C2+1 4 I+C2+7+C2+1 4 I+C2+1+C2+1 4 z 1-4-3 12298-15.558 I+C2+0+C2+1 2 1+C2+0-irC2+112 i-+C2+0+C2.+l'3 1+ + C2+1 4 I+C2+C4C2+i 4 1+-C2+0+C2+1 l+c2+0+C2.+l 2 1+02+0+C2+113 1+C2+0+C2+1 4 I+C2+0+C2+1 4 1+C2+0+C2+1 U) lCustolmn 11.391*-12,016 l+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 3 I+C2+14C2+1 4 I+C2+1+C2+1 4 I+C2+1+C2+1 4 I+C2+1+C2+1 2 1+C2+1+C2+112 1+C2+1+C2+1 3 1+C2+1+C2+1 4 l+C2+1*C2+ C y ---- 1 4 1-+C2+1+C2+1 4 '1-4 '+- 52-118, X-YI-Y4 I+C2+1+C2+1 2 I+C2+11+C2+1 2 I+CZ+I+C2+113 l+C2+1+C2+1 4 1+C2+1+ a z +( lIC2+1+C2+1 4 l+C2+1+C2+1 2 I+C2+1+C2+IF2 T+E2+1+C2+1 3 I+C2+1+C2+1 4 1+C2+1402+1 4 I+C2+1+C2+1141 2 -Y +'1 4 1+C2+0+C2+113 1+C2+0+C2+1 4 I+C2+0+ 2+0+C2+1 3 l+C2+0+C2+1 4 I+C2+0+C2+1 0 13.390.17.016 I+C2+0+C2+1 2 I+C2+0+C2+1 Y" a C2+i i+C2+0+C2+112 1+C 4 1 1+C2+0+C2+11 41 0 1+C2+0+C2+114 1+C2+0+C2+1 2 .0 Custom 11.391-11097 ItC2+1+CZ+l 2 I+C2+1+C2+1 2 1+C2+1+C2+113 I+C2+1+C2+1114 C2+1+C2+114 I+C2+i*C2+1 4 1+C2+1+C2+1 0 1: N - 12 I+C2+1+C2+112 I+C2+l+C2+1 3 I+C2+!+EC2;+!,4"!;+�C!!il�+EC2+11 4 IT+ZCi2.1�1 4 + !+ +02+i -+I C2+1+C2+1 2 I+C2+l*C2+112 1+C2+1+C2+1 3 1+02+,7 1 + i;1 4 4 60" Y4-%-Y4 11398-15.350 I+C2+t+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+113 ;-+�11.+l 4.1+C2+1+C2 4 1+C2+1+C2+1 4 1+ Q X %-%-% 15-361-19.641 1+..2+0+.+l 2 I+C2+D+.+l 2 1 TF2 Z 0 I+C2+D+r,2+113 i+C2+0+C2+114 I+C2+0+C2+114 i+C2+0+C2+1 < 2: 4 14C2+0+C2+1 2 1+C2+0+C2+112 I+C2+0+C2+113 I+C2+0+02+1 4 1+C2+04C2+ T+C2*1)+C2+1 4 Custom 11,391-13.397!i+C2+3+C2+1 2 I+C2+3+C2+1l2 1+C2*3+C2+1 3 1+C2+3+C2+114 I+C2+3+C2+1 4 I+C2+3+C2+1 4 +C2+3+C2+1 1+C2+3+CZ+ll 2 i+r,2+3+C2+11 3 14C2++ + 4 I-C2+3+C2+114 1+C2+3+C2+1 75' %-%7% 13.398-19.110 2+ 4 �+C2-C2+113 C2+1 2 1+02+2+C2+1)2 I+C2+2+C2+1 3 1+C2+2+C2+11 4 1+02+2+02+1 4 14C2+2+C2+1 4 I+C2+2+C2+1 2 T+E2-2+ 1+C2++ + 4 I+C2+2+C2+1 4 1+C2+2+C2+1 4] -E� +C2+11 4 I+C2+1+C2+114 1+02+1+C2+1 4 I+C2-1-01-11+62+1+C2+1 ()VIY LYNIV Chls%-%-Y. 19.111-24.841 i+C2+11+�+t 2 1+ I+C2-lr2 T+ 1+02+1 3 i+C2+1 3 $+C2+1+C2+1 4 to 0 '+C'+l+C2+1 4 2 + 4) 3+-+' '+0'+0+-+' ".2+2+1-2+' J+C+ 1 '+C+ j1-22 1 F1-.2 .2++l 1+,.J+C,+l + 1+,+3�_+, 4 .F+., I+C2+3+C2+1 t3l++Cl 4 ,.0 2 + 3+ ,+_ I+C2+2E+C2+1 3 4 '. .2+,+' J+C, +."l 4 �1+ +11�412+1 4 ,+.2+._+,4 ,+,+E 3 1+W.+-.21 4 __+l -+1 +1 Z 4 1I+U+0+C2-1 4 �]No t14 0 1 4 18.3e0-19.397 I+C2+3+C2+12 I+C2+3+C2+1 2 14C2+3+C2+1 3 I+C2+3fC2+114 f+C2+3+C2+1 l+c2+3;&+ 1 ; 1+62+3+62+1N&� -i T+02+ BY Y4-Y.-Y4 119,398-24,360 i+C2+3 C2+1 2 I+C2+3+C2+1 2 I+C2+3+C2+1 1 3+C2+1]4 I+C2+3+C2+114 ll+C2+3+C2+114 11+ Z- -` -Z NCustom 24.361-30.380 +E�2+32+1 1+C2+2+C2+1 211+C2+2+C2+1 311+C2+2+02+114 I+C2+2+C2+11 *: o.SB 120* %-YY -X360 I+C2+3762+1 I IC2 +C2+1 2li+Fq+a+rq+ijqfi-rq�q MIN.SASH SIZE W-N"W"TH-SQ 28 NOTES: SEE TABLE 9 FOR Max.Anchor O.C. Anchor Anchor 2 11 1- 1 1)FRAME DIMENSIONS ARE SUCK WIDTH AND SUCK HEIGHT(SEE SHEETS 3-4). Spacing for"Integral- Group Group F SASH SIZE IS AS PER THE FIGURES ON SHEETS&8. Is,lo 2)FOR SIZES NOT SHOWN,ROUND UP TO THE EXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation I- "t, L 4- 3)SEESHSETOFORAGUIDETOU�N GTHESETABLES, "11111 1 1 4)';14-112-7t4'AND-113-i13-113-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.0 58705 TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.G.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantitles for XOX Windows 5&6 Sash Sash 24"Height 30•Height 36°Height 48"Hetght 54"Height 63"Height 24'Height 30°Height 36°Haight 48°Height 54°Height 63•Height Configuration Width a a a a Range n ' A a a a „ Reint.Lail g p I Head 8 Sill Hesd&Sll Head&Sll Head 8 Sill Head&SlA. Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill Heed.&5111 Head&Sill Rd > Anchor Group A Anchor croup c PRODUCT REVISED as i comptyng with the Florida 35-it4° - ? 12.391-11.595 1+C2+O+C2+1 2 1+C2+0+C2+1 211+02+0+02+113 1102+0+C2+S 4 1tG2t0+02+1 4 11+C2+O+C2+1 4 t3aitdtag Ca do 38' Y-Y-Y P12.298. 309 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+0+C2+1 4 NOA-No. 17-0411.08 '/n-'/z-Ya 397 1+C2+0+C2+1 2 t+G2+D+C2+1 2 1+C2+0+C2+1 3 S+C2+0+02+1 4 1+C2+0+C2+1 4 14C2+0+02+114 �ptration Date 09/24/2020 45-118" 1+C2+O+C2+1 2 i+C2+O+C2+1 2 1+C2+0+02+1 3 S+C2+0+C2+1 4 1+C2+0+02+i 4 1+C2+0+C2+1 4 }'i Y 683 47.3f4' Ya-Y-3; 287 1+C2+1+C2+1 2 11+C2+1+02+1 2 t+C2+1+C2+1 3 1+02+1+C2+114 1+02+1+C2+1 4 1+02+1+C2+1 4 Miami- a --netuontrol Y-%-Y 558 1+02+0+C2+1 2 1+C2+O+C2+i 2 1+C2+0+C2+5 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 --. _ Custom 16 i+C2+1+C2+1 2 1+C2+1+C2+1 2 S+C2+1+C2+1 3 1+C2+1+C2+1 4 i+C2+1+C2+1 4 1+C2+1+C2+1 4 m v 52.118' Y4-%-Y4 12.017-13.397 t+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+02+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 k Y 'fa-)'i-�a 13.398-17.0116 t+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+02+1 4 1+02+0+C2+1 4 1+C2+O+C2+1 4 { m Custom 11,391-13^ -15.3397 Not Allowed 1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+NC2+1 4 i+C2+1+02+1 4 { �6 60' %-% 13.398 60 5+C2+1+02+i 2 1+C2+t+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+CZ+1 4 ti CLI z - 15.361-19.641 S+G2+0+C2t1 2 1+G2+0+C2+12 1+ C2.+1 3 1+C2t6tG2t1 4 1tC2+0+02+1 4 1+02+0+C2+114 ! f 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+02+114 1+C2+3+C2+1 4 1+02+3+02+1 4 O a C') O � � 75° j-Y- 13.398-18.110 1+C2+2tC2+12 1+C2+2+C2+1 2 1+02+2+G2+i 3 1+C2+2+C2+14 1+C2+2+C2+1 4 1+C2+2tC2+1 4 2 Q O Y%'/s 19.111-24.941 1+02+i+G2+t 2 11+C2+1+C2+1 2 S+C2+1+C2+5 3 1+C2+1+C2+1 4 11+C2+1+C2+1 4 1+02+1+C2+5 4 0 to 01.5 a1a0 (L tf7 Custom 18.360-19.397 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+02+3+C2+114 (D v "i 96' Y•Y-Y 59.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 t+02+3+C2+i 3 i+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+02+114 0 a.J a ,Ig Z II Custom 24.381-30.360 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+ O LL o C' wna0 Q i G2+1 4 1+G2+2+G241 4 Z N-.. 1 120" 'o-%z-Y •• -30.380 1+02+3+C2+112 1+C2+3+C2+7 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 11+C2+3+G2+5 4 U Ui o g o- Anchor Group Anchor Group LU 9co �'"'� W :5 .t gran 35.1/4° JY4-Y,31, 11.391.11.391 1+C2+p+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+02+0+02+1 4 1+0210+C2+1 4 7+C2+O+02+1 4 1+C2+0+0211 2 1+C2+0+02+1 2 1+02+0+C2+1 8 1+C2+ptC2+1 4 1+C2+O+C2+1 4 1+C2+0+02+1 4 0 j= cc -J CO 38' 12.308-12.308 1tC2t0+C2+1 2 1+C2+0+02+1 2 S+CZ+p+02+5 3 5+C2+O+0211 4 1+C2+0FC2+1 q 1+C2+O+C2+1 4 1+CZ+O+C2+t 2 1+C2+O+C2+1 2 11+02+0+C2+t 3 t+C2+O+C2+5 4 1+C2+O+C2+i 4 i+C2+0+02+1 4 2,�.,, v F¢-- j2' 1y 45.118° 11.391-13.597 1+C2+O+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+13 i+C2+0+C2+1 4 S+C2+0+C2+14 S+C2+0+C2+5 4 S+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C2+O+C2+13 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 �^ � LL 13.398-14.663 1+C2+O+C2+1 2 1+C2+p+02+1 2 1+C2+p+C2+1 3 1+C2+0+C2+1 4 S+C2+O+C2+1 4 1+C2+O+C2+5 41+C2+0+C2+1 2 11+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+S 4 1+02+O+C2+1 4 1+C2+O+G2+1 AF 047^3!4• 11.391-12.297 1+02+1+C2+S 2 1+02+1+C2+1 2 S+C2+S+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2t5 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+02+5+02+1 4 1+02+1+C2+1 4 I+C2+1+C2+1 4 12.298-15.558 1+C2+0+C2+1 2 S+C2+D+C2+1 2 1+C2+0+C2+13 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+C2+D+C2+1 2 1+C2+0+C2+1 3 I+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 _ _1 � custom 11.391-12.016 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 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+S+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+i 4 1+02+i+C2+1 4 < C 52-1t8 Y-Y-Y 12.017-13.397 5+02+1+02+1 2 1+C2+1+C2t1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+C2+1 3 1tC2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+(^2+1 q n, Z a�oag -%-'"/t 13.398-17.D16 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+p+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 S+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+02+5 4 1+C2+0+C2+1 4 p d 0 m Custom 11.391.13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 S+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+7 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 U W60• Y,-%-Y4 13.398-15.360 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 3 S+C2+1+C2+1 4 i+C2+1+C2+1 4 1+02+1+C2+i 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 3 1+02+S+C2+t 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 Z a Y-Y-Y 15:361-19.041 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+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+0+C2+1 4 S+C2+O+C2+1 4 1+C2+0+02+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+CZ+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 I+C2+3+C2+1 3 l+C2+3+C2+1 4 I+02+3+02+1 4 1+02+3+C2+114 e))U •asap sauas 75 '/a-Y-Y 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+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+02+2+G2+1 4 oto W )I f)+� %-%-Y 19.111.24.641 1+C2+1 tC2+1 2 1+02+1+C2+1 2 1+C2+S+C2+5 3 1+02+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 3 1+C2+1+C2+1 3 1+C2+1+02+1 4 J+C2+1+C2+1 4 1+C2+S+C2+1 4 .� ���y....N?� fr�i Custom 18,360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 i+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2t3+C2+1 2 1+02+3+C2+5 2 1tG2+3+C2+5 3 1+C2t3+G2+1 4 1+02+3+02+1 4 A3+ 2++,l ^ �;: 1.tCg96" Y??Y-'/, 19.398-24.36D 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 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 S+C2+3+02+1 4 No.S 8705Custom 24,381.30.380 1+02+2+C2+t 2 1+0212+C2+1 2 1+C2+2+02+1 3 1+02+2+C2+5 4 i+C2+2+02+1 4 1+C2+2+02+1 4 i+C2+2+C2+1 Z 1+02+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 41+C2+2+C2+1 t 120" %-Y-Y •' 30.390 1+02+3+C2+1 2 5+C2+3+C2+i 2 1+C2+3+C2+1 3 5+C2+3+C2+1 4 S+C2+3+C2+1 4 1+C2+3+C2+5 4 11+C2+3+C2+5 2 1+C2+3+C2+S 2 S+C2+3+C2+5 3 i+C2+3+02+1 4S+C2+3+C2+1 _ �'. tvWF�- Max. _WINDOWWIDTH-5928 NOTES: SEE TABLE 13 FOR DESIGN PRESSUREMIN,SASH SIZE- 1}FRAME DIMENSIONS ARE BUGK WIDTH ANO BOOK HE1GH76EE SHEETS 3i). '�Anchor O.C. Anchor 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. 1 �Si '• OPoO?.•'�� � Spacing for"integral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /VAL Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 7j1 i 11 1111 t i 111 k" 4)'4/4-1Y1-114"AND"1/&4!3.113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A,LYNN Hl t%%, P.E. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURA11CNS FALL WITHIN THE RANGE. P.E.#MILLER TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX-O.C.SPACING SHOWN ON THE ELEVATIONS. Anchor Quantities for XOX Windows Glass Types 7&8 Sash 24"Height 30"Height 36"Height 4H"Heighl 54 Height 63"Height 24"Helghl 30'Height1 36"Height 48"Height 1 54"Height 63"�elqhl Sash Width Configuration Range��) Heed S 3111 E Heed S SIII Bead 8 381 m Head S S1I E Head S Sill Head 8 Sill m Head 8 3111 Heed SSM m Heed S Sill Head S SDI Hoed S S91 Head Reim Level 1 R4 Anchor Group C PRODUCT REVISED Anchor Group A as complying with the Florida 35-1/4" �/-%- 71.391-11.391 1+C2+0+C241 2 1+C2+0+C2+1 2 1+G2+O+C2+1 3 1+C2+0+C2+1 4 1+G2+0+C2+1 4 1+C2+0+C2+1 4 Building Gode NOA-No. 17-0411.08 38" 12.308-12.308 1+C2+O+C2+1 2 1+C2+G+C2*1 2 1+C2*O+C2*1 3 1+C2+0+C2+1 4 1 1+C2+0+C2+1 4 1+C2+0*C2+1 4 11.391-13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+G2+0+02+1 3 1+02+0+C2r1 411-02-0+C2+1 4 1+C2+0+C2+1 4 Expiration Date 09/24/2020 45-1/8" X-Y2-Y. 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+C2a0+C2+1 4 i+C2+0*C2*1 A BY Product Contro Y 13.398-14.683 M +/i11.391-72.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2*1+C2+1 3 1*C2+1aC2+1 4 1+C2+1+C2*1 4 1+1x+1+C2*1 4 473/4° 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 7+C2+0*C2+1 4 i+C2+0+C2+1 4 i+C2+0+C2+1 4 12298-15.558 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*C2+NC2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+32*1+32*1 4 fb ADDED NOTE TO ANCHOR r 1+C2+1+C2+1 2 1+C2+1+C2N 2 1+C2M+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 a QTY.TABLES. 52-1/8" %-YY4 12.017-13.397 Y,%-% 13.390-17.016 1+C2+0+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+0+C2+1 4 m Custom 11.391-17.397 Not ABoWed 1+C2+1+C2+1 2 M1+C2+1+C2+1 2 7+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 4 "I x m n 80• %_h% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2*1 2 t+C2+1+C241 3 1+C2+1+C241 4 1+C2+1+C2+1 4 Z U) 15.381-19.841 1+C2+GIG2+1 2 1+C2*D+C2+1 2 I-C2+0+C2+1 3 1+C2+0+C2+1 4 7+C2+0+C2+1 4 1+C2+O+C2+1 4 W r r- µ.i 1+C2+3-G2+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 Custom 11.391-13.397 > �i i N 75" %%% 73.390-19.110 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+C2+2+C2+1 4 0 7o rc a1n0 0 r 19.111-24.841 i+C2+NC2+1 2 7+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 }n ?m a LO Custom 18.3eG-19.397 1+C2+3+C2+1 2 7+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 4 O N � I+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 t+C2+3+C2+1 4 1+C3+3+C3+1 4J MB = g8• %%_% 19.398-24.360 OJ O 10 S u aG Custom 24.381-30.360 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+C3+2+C3+1 4 Z LL m 2 til T- 0 0� U) 120' Y% "' -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 3 1+C2+3+C2+1 A 1+C2+3+C2+1 4 1+C3+3+G3+1 4 tiU_U o� ¢ W 'oN Anetror Group t3 AnchorGroupD f-Z`T J nma 35.114' %%% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+G2+13 1+C2+O+C2+1 14-1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+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 0 It Q r 38" Y,%-'/e 12.308-12.308 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+G2+1 4 1+C2+Or C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+i 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 4+C2+0+C2+1 4 Z U W 0 11.391-13.397 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 7+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0-C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1/O" 13.396-14.863 7+C2+O+C2+1 2 1+C2r0-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 1+C2+O+C2+1 2 1+C2+O+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 F. Q �_ _y + 11.391-12297 1+C2+i+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+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® N z laays x73/4" 72_98-15.558 1+C2+0+C2+1'2 1+C2+D+C2+1 2 7+C2+O+C2+1 3 1+C2+O+C2+1 4 7+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 7+C2+O+C2+1 4 1+C2+9+C2+1 4 1+C2+9aC2+7 4 �" Q t-_. Custom 17.397-12.078 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2N 4 i*C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 Z 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1*C2*1+C2+7 4 0 t- Z £ + + 12.017-13.397 1+C2+1+C2+1 2 7+C2+7+C2+1 2 1rC2*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 ¢ O z atoas -_ 62-118" '/-/z-'Y4 0 O + 13.398-17.070 1+C2+D+G2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+I 3 1+G2+O+C2+1 a 1+C2+0+C2+1 4 1+G2+0*C2+1 4 1+G2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+7 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O Z N v t'n Cusfem 11.391-13.397V�+.2 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+C241 4 1+C2+1*C2+7 d 1+C2+1+C2+7 4 ~a' () lA 80" %?/-% 73.398-15.380 2 1+C2+1+C2+1 2 1+C2+1*C2+1 3 7+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1aC2+1+C2+7 2 1+C2a1+C2+1 3 1+C2+7+C2+7 4 1+C2*1+C2*1 4 1+C2+1+C2+1 4 U Q = y_%_Ya 15.361-19.6411 211+C2+O+C2a1 2 1+G2+O+C2+1 3 f+c2*O+C2+1 4 1+C2+D+C2+1 4 1+C3+0*0+1 4 1+C2+OrC2+1 2 7*C2*O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1*G2*6+C2+1 4 1+C2+O+C2+1 4 ap;1 •nsea s25 Custom 11.391-13.391 +1 2 1+C2t3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2a1 4 1+C2+3+C2+1 4 1-G2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 i+G2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 7+C2+3+C2+1 4 75' +/%% 13398-19.1101 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 f+C2+2+C2+1 4 7+C2+2+C2+1 4 i+G3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+L2r2+C2N 3 1*C2+2+C2+1 4 1+C2*2+C2+1 @I+C2+2+r,2+1 4 `%111 /�'%y--� 19.111-24.841 +1 2 1+C2+1+C2+1 2 +C 1+ 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1*G3+1+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 1tC2*1+02+7 +1 4 ��.\gAy LYNN•,�, Custom 18.380-19.397 1+C2+3*C2+1 2 1+ *3+022+1 2 1+C2*3*C2*1 3 1+G2+3+C2N 41+C2+3+C2+1 4 NC3+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 7+C2+3+C2*1 +1 4 a UCEN,Y�'•.Q��� 98• %_ % 19.398-24.300 i+02*3+C2+1 2 1+C2*3*C2N 2 1+C2+3*C2+1 3 1+C2+3+C2+1 4 NC2+3+C2+1 411- 4 7+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 +1 4 No.s8705 Custom 24.381-30.360 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 i+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2*1 2 1+C2+2+C2+1 2 1+G2+2+C2+1 3 1+C2+2+C2+i 4 1+C2+2+C2+1 2+1 4 8705 %h-� -30.380 1+C2+3+C21 1+C2+3+C2+1NC2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+G2+3aC2+1 2 1+C2+3+C2+1 3 1*C2*3*C2*1 4 1+C2+3+C2+1 2+1 4 --, t SEE TABLE 14 FOR DESIGN PRESSURE �� STATE •�!/z- t •'MIN.SASH SIZE=WINDOW WIDTH-59.28 NOTES: Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE ��,��SiS c<ORIDA„••G\� � P FIGURES ON SHEETS 841. Spacing for"Integral Grou F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXI-AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��/,�0NALIEN�1,� .3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. Fin"installation 3,7" 4)•1/4-112-1/4•AND•113-113.1/3•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. LP.E.N 58705 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'He'ht 30'Hel M 38'Hat fit 48'Fk fit 54 Ha ht 63"He ht 24"Height 30'Het ht 36'Height 48'Height S4' Sash 93 9 8 19 >9 i9 g Width 9 9hNeIgM 83"Haigh! Conlgurs6cn a a a a a a a a a A ,o RetoC Leel tea(m) Head&Stlt bead&S8! Head 8 SIR bead 8 Sffi Head&S6t @ Mead&571 ' Read 8 S0 Head 8 Stti Head&Siii tk3ad 8 Sfft head&SAI }d1+.3 R4 Anchor Group A - Anchor flroup C 35.1/4' %^h-% 11.381-11.391 1x02+#p+1 2 1+C2+p+02+1 2 1+02+#02+1 3 1+C2+#C2+1 4 1+C2+0+02+7 44 PRODUCT REVISED 38' f•"fa-`la 12,308-12.308 t+C.2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+#C2+1 4 1+02+#C2+}4 ascomp'ping with the Florida Building Code 4S1t8" Yy'-'/+ 11.391-13.397i+C2+O+C2+1 21+C2+O+C2+1 2 1+C2+O+C�+1 31+02+#C2+1 41+C2+O+C2+1 4 4 NOA-No. 17.047T.08 13.398-14.683 t+Cx+p+tx+1 2 1+C2+#C2+1 2)tC2+#C2+i 3 I+C2+#C2+i 4 i+C2+#C2+1 4 4ExplraHonDotn09124!2020 47-314' Y-Y-'/a 11.391-52297 1+C2+0+C2+1 2 t+C2+#C2+1 2 1+C2+O+C2+1 3 1+CZ+#02+1 4 1+C3+#p+t 4 Y-%-Y 12298-16.658 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3}+02+0+02+1 4 1-03+0+C3+114 1+C340+C3-ij 4 BY - -� Custom 11.395-12.016 - 1+C2+0+ # 02+1 2 1+02+ 02+1 2 1+C2+0+G2+1 3 1+p+0+q+t 4 1+q+0+p+•i 4 i+q+#p+t 4 Mlamt-D Product Control 52.118" '/n-%-Y 12.017-13.397 7+C2+IkC2+1 2 1+C2+o+C1+1 2 1+C2+0+C2+ E 1 3 7+q*#q+1 4 1+p+0+q+1 4 1+q+0+p+1 4 '/a- Y 13.398-17.056 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+O+C2+)4 1+03+0+q+i 4 t+q+0+p+1 4 m ADDED NOTE TO ANCHOR Custom 11,391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 21+C2+2+C2+1 3 1+02+2+C2+1 4 1+08+2+p+}4 t+p+2+p+1 4 a°OTY,TABLES. m 60" Y,-%-Y. 13,398-16.380 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 Ys-%-Y, 15.385-18.841 1+C2+0+C Z+t 2 1+C2#+C2+1'2 1+C2+0+C2+1 3 1+q+#p+1 4 1+C3+0+C3+14 1+C4+0+C4+5 4 Custom 11,391-13.397 1+p+2+C2+1 2 t+C2+3+C2+1 2 1+C2+3+C2+1 3 1+CZ+3+C2+1 4 1+08+3+08x1 A l+03+3+08+1 4 Ci �'- 75 ' t+CZ+Z+r2+1 2 1+C2+2+C2+1 2 1+C2+3+02+1 3 t+C3+3+08+1 4 1+p+3+C3+t 4 1+C4+3+O¢+1 4 ui `S' nay /a=/s=/a 13.39&-19.110 w r :Y4-%-Y. toY 19.111-24.641 1+C2+O+C2+1 2 1+C2+#p+t 2}+q+0-W,•j 3 1+C3+0+p+1 4}+C4+O+C4+1 4 1+C¢+#0¢+1 4 Q t j 0 Q tom 17841-18.397 }+C2+3+C2+5 2 I+C Z+3+C,2+} 2 1+02+3+02+113 t+C3+4+p+t 4 t+q+4+08+5 4}+C4+4+04+7 4 It yw co C7 06' 18,398-24.360 t+C2+3+C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2+1 3 1+08+4+C3+1 4 1+C3+4+p+1 4 1+CA+4+C4+1 4 U, Fai°0 tt7-Y, 24.361-31.841 1+C2+L+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+p+3+C3+2 4 2+q+3+p+2 4 2+04+3+Cq+2 4 C9 N tOctc+0 a 720° -Y 29.64!-32515 2+C2+3+C2+2 2 2+02+3+C2+2 2 2+C2+3+C2+2 3 2+q+4+C3+ 4 2+03+¢+08+2 4 2+0¢+4+CR+2 4 0 A fL-% 32.516-39.641 2+02+2+02+22 2+C2+3+C2+2 2 2+C2+3+02+2 3 2+C3+3+C3+2 4 2+C4+3+C4+2 4 2+04+3+04+2 4 ZI,140' tom -39.845 2+C2+3+CZ+2 2 Z+C2+3r02+2 2 2+C2r3+C2+2 3 2+03+4+01+2 4 2tCA+4+04+2 4 2+C4+4+C.4+ 4 = tD Anchor Group B co Anchor Group D W V co = LU .ON 35.114' %-%-% 11.391-11.391 1*C2r0+C2rt 2 1+02+0+(7+1 2 1+02+O+C2+1 3 1+02x0+C2+1 4 1+C2+DtC2+}4 1+C2+0+02+1 4 1+C2+O+C2+} 2 1+C2+D+C2+1 2 1+C2+#C2+1 3 1+0240+02+114 I-C2+0+C2+1 4 1+C 4+C2+1 4 C) Do 0/4d 38" Y--%-'J 12.308-12.308 1+C2+#02+1 2 7+C2+#C2+1 2 I+C2+#C2+t 9 1+p+#C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 i+C2+0+02+1 2)+C2+0+C2+} 2 1+02+#C2+1 3 1+Cy+#C2+1 4 1-02+0+C2+114 1+02+0+C2+1 14 p p ¢ + 45.1!8" 11,391-13.397 1+08+0+C2+1 2 7+C2+0+C2+1 2 1+C2+D+C2+1 3 I+C2+D+C2+1 4 1+C3+0+08+1 4 1+p+0+08+1 4 1+C2+0+C 2+1 2 1+C2+O+C2+t 2 1+C2+0+C2t1 3 1+C2+0+02+1 4 1+0210+[2+1 4 1+q+#p+1 4 '� 0 F- w L4 �/a^'h"% T3.398-14.683 1+{2+0+02+1 2 1402+0402+!2 1+C2+#C1+1 3 I+C2+O+C2+1 4 1+02x08+C2+1 4 1+p+0+C3+} 4 1+C2+O+C2+1 211+02-0+C2+112 I+C2+0+C2+1 3 1+t2+O+C 2.1 4 1+C2+O+C2+1 4 S+q+#08+2 4 -I a Y4-%-Y 11.391-12297 t+C 2+0+C2+1 2 1+C2+#C2+1 2 7+C2+#C2+1 3 1+C2+0+C2tl 4 1+C3+0+C3+1 4 1+08+0+0.3x1 4 1+C2+0+C2+1 2 1+C2+0+C2+}2 I+C2+#C2+1 3 1+02+#C2+} 4 1+C3+0+C3+1 4 1+q+0+q+1 4 47-314' 1-- 0 Y-%-% }2298-15.556 1+02+#C2+1 2}+C2+#C2+1 2 t+C2+0+C2+1 3}+C2+D+C2+1 4 1+C3+D+C3+1 4}+C3+O+p+} 4 }+CL+08+02+} 2 1+G2+O+C2+t 2 1+C2+O+C2+1 3 1*C2+0+02+i 4}+px#p+i 4 7+C3+#q+}4 w ¢ � tcau5 Custom 11.391-11016 I+C2x#C2+1 2 7+02+0+02+t 2 1+C2+6+C 2+1 3 S+C3+#q+1 4 1+p+0+C3+1 4 i+08+0+03+1 4 1+C2+0rC2+1 2 1+C2+0+C2+1 2 1+C2+o+2+1 3 t+C3+0+C3+1 4 t+p+#p+t 4 t+q+#C3+}4 < Q 0 52-116' %-h% 12,017-13.397 7+02+0+02+1 2 1+C2+08+02+1 2)+C2xDrf2+1 3 1403+6+08+1 4 1+p+0+q+1 4 1+q+0+q+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+08+1 4 1+p+D+p+1 4 C5 F.. Z 13,398-17.016 1+C2+0+C2+1 2 t+C2+D+C2+}2 1+C2+O+C;2+t 3 1+08+0+08+}4 i+p+O+p+t 4 1+08+#C3+i 4 1+C2+0+C 2+1 2}+CZ+#C2+1 2 1+C2+0+C2+4 3 t+C2+0+C2+1 4 t+C3+0+08+i 4 1+q+D+p+7 d ar°'S Custom 11,391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 S+C2r2+C2+1 3 1+C2+2+C2+1 4 1+p+2+C3+1 4 1+08+2+q+1 4 1+02x2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+08+2+08+t 4 7+C3+2+C3+1 4 p a a CD m 60° j%-% 53.388-}5.360 }+C2+2+C2+1 2 1+C2+2+02+5 2 1+C2+2+C2+1 3 1+C2+2+C2+1I 4}+C3+2+C3+1 4}+C3+2+qx1 4 t+C2+i+C2+1 2 1+C2+i+C2+1 2 1+020+02+1 3 S+C2+S+C2+i 4 1+C3+Np+}4 t+q+t+q+}4 FK• U a LID'rti-M-% 15.365-79.£41 t+C2+#C2+1 2 1+C2+0+C2+1 2 1+C2+#C2+1 3 1x08+0+C3+}4 1+C3+0+03+1 4 1+0440+C4+1 4 1+C2+#C2+1 2 1+CZ+#C2+t 2}+C2+#f2+}3 t+p+#p+}4 i+q+ap # +1 4 1+CA +CAxt 4 p z Q 3 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+p C2 q p 4 C3 +1 2 1+C2+3+C2+1 3 1+ +3+C2+1 4 i+ +3+ +}4 1+C3+3+C3+t 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+3+02+1 3 1402+3+C2+1 4 1+ +3+C3+1 4 i+q+3+p+1 4 a 76' Y%-Y 13.398-19.110 I+C2+2+C2+1 2 7+C2+3+C2+1 2 t+C2+3+C2+1 3)+C3+3+C3+}4 1+q+3+gri 4 1+04+3+C4+1 4 1+C2+2+02+1 2 1+C2+2+C2+1 # 2 1+C2+2+C2+1 3 1+C3t2+p+1 4 1+p+2+08+1 4 1+Cq+2+0¢x}4 aAil �sa0 saws %.%-Y 79,}17-24.041 1+C2+O+C2+1 2 1+C2+#C2+1 2 1+03+0+p+1 3 1+08+0+C3+1 4 1+C4+# # 04+t 4 7+C4+ C4+1 4 1+C2+0+C2+7 #C2 2 1+C2+ +1 2 1+C3+ p+1 3 1+C3+0+C3+1 4 i+CA+0+04+1 4 1+04+#C4+1 4 \ICC r77r Custom 17.641-19.397 1+C2+3+02+t 2 1+C2+3+C2+1 Z i+02x4+C2+i 3 }+p+d+p+1 4 7+q,+4+p+1 4}+G{+4+04+i 4 1+02+3+C2+7 2 1+C2+3+C2+7 2 StC2+3x02+1 3 1+03-4+C3+7 4 1103+4+p+14}+Cri+4+Cq+}4 ����r�(�IY LYJ(t� u2j 98' '/,-%-Y 59.398-24.360 1+C2+3+C2+1 2 i+C2+3+C2+1 2 i+C2+4+C1y 3 S+C3+4+C 3+1 4)+08+4+C3+5 4 1+C4+4+CA+1 4 1+CK+2+02+1 2 1+C2+3x02+)2 1+02x3+02+1 3 S+C3+3+08+1 4 "C+3+p+1 4}+C4+3+C4+}4 24,361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+08+2 4 2+08+3+08+ 42+01+3+04+2 4 1+C2+2+02+1 2 7+C2+2402+5 2 1+02+2+02+1 3 1+p+2+q+1 4 1+08x2+08+1 4 1+CA+2r CA+}4 ' '• •`p r� 120" Y4.%-Y4 29.641-32.515 +i2+3+G2+2 2 2x02+3+p+ 2 2412+4+02x2 3 2+p+4+q+2 4 2+08+4xq+ 4 2+C1M+C4+2 4 2+C2+3+C2+2 2 2+C'2+3+02+2 22+02+3+C2+2 3 2+p+¢+C3+ 4 2+08+4+p+ 4 2+t:4+4+C¢+ ¢ xr: No.58705 -_ Y--%-Y 32.516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+ 3 4xpt2 4 2+C4+4+C4+2 4 2+C5+4+C5*2 4 2+C2+2+C2+2 2 2+C2+3+02+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+04+2 4 2+C4+3+C4+2 4 =•9 14(" Custom -39.64! 2+(2+3+02+2 2 2+C2+3402! 2 2+C2+4+CZ+2 3 2+08+4+C3+2-0 2+04+4+04+ 4 Z+CS+4+06+2 4 2402+3+02+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+08+4+p+ 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 -�O'•,� )T(�7 :.•��� NOTES: SEE TABLE 15 FOR DESIGN PRESSURE ''n d 1)FRAME DIMENSIONS ARE BUCKWIDTH AND SUCK HEIGHT(SEE SHEETS 3.4). %��y-•,;°{ORIQp ,:'�t� � GLASS TYPES I0-12&14-16 "MIH.SASH SIZE.WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 68. s G�� MAY NOT BE USED WITH 2 2 FO SIZES NOT 3))SERE SHEETS ORA GN.ROUNDE To P TO THE NEXTTABLAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 7/Q70/VALS. t� No .J-C FRA EL OR INTEGRAL 4)'1!4.172-114"AND'"U3-71d-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL V41THIN THE SASH WIDTH RANGE FIN FRAMES IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN MILLER,P.E.P,E.668706 TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX D.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities fbrXOX Windows 14-18 Sash Sash 2V Pelght a,Height 24�Haight 3T Nei It W Height 48-HeIght SIV'Hel air Hall c ggumUon Width �Elr - a' Range(in) Head&SRI Head&SIR Haad&SRI Heal Head&SIR Head& Rail Level a SRI Head&SIR E Head&Sill Heal r Heel E- R4 :01 Anchor Group A Anchor Group C 35-114' %-Y,-Y. 11.391-11.391 I-C21l-2 1+C2+0+C2+1 2 1+C2.0+C2+1 3 I+C2+0+C2+1 4 I+C2.0+CZ+1 4 I+C2+0+C2+1 4 PRODUCT REVISED 38' %-Y,-Y. 12.308-12.308 I+C240+C2-1 2 1+C2+0+CZ+l 2 I+C2+0+C2+1 3 1+C2-0+C2+1 4 1-C2-0+C2-1 4 1+03+l 4 as complying with th.Florida Y4'X-Y4 11.391-13.397, I+C2+0+C2,1 2 1+C2+l 2 1+02+0+C2+1 3 1+03+�0*j 4 I+C3-0+C3+l 4 I+C4+(Y+C4-1 4 Building lode 45-118'. %-YX 13.398-14.683 1+02+0+C2+1 2 I+C2+0+C2+1 2 I+C2+0+C2+1 3 I+C3+0+C3-1 4 I+C3+(t+C3+1 4 t+C3+0+C3+i 4 NOA-No, 17-0411.08 47314' Y4-ya-Y4 ft391-12297 I+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C2-0+C2+1 3 I+C3+0+C3+1 4 I+C3+0+C3+1 4 I+C440+04+1 4 FxpiraUon Vato 09/24/2020 Y,-Y,-Y, 12296-15.558 14C7+0+C241 2 I+C2+0+C2+1 2 I-C2+0,+C2+1 3 I+C3+0+C3+1 4 I+C3+0+C3+1 4 1+C3+0+C3+1 4 BY Custom 11,391-t2.016 7+C2+0+C2+1 2 I+C2+0+C2+1 2 I+C5+O+C3t1 3 1+03+D*C3+1 4 1+04+0+04+1 4 I+C4+0+C4+1 4 hillarn ad roduct Control 52-1/9' 12017-13.397.13.397 1+C2+0+C2+1 211+C2+0+C2+11 211+C3+0+C3+.113 1+C3+0+q+1 4 I+C4+0+C4+1 411+C4,+O+C4+114 13.398.17.016 I+C2+0+C2+1 211+C240+C2+1 2 I+C3-0+C34113 1+c3+0-C3-1 4 5+C4-0+C4+1 411+04+D+C4+114 ADDED NOTE TO ANCHOR Cost= 11,391-13.307 I+C2.2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+113 I-C3+2,C3+ 4 I+C3+2+C3+1 411+04+2+C4+114 a Ql I 60" 1398.15.360 YI-YI-Y4 Not Allowed I+l 2 1+C2+2+C20 2 I+C2+2+C2+113 f+C3+2+C3+1 4 1+C3+2+C3+1 4 I+C4+2+04+114 15.361-19.641 I-C2+0+C2-!1 I+C2+0+CZ+1 2 I+C3+NC3+1 3 1+04.0+04.1 4 1+04+0-C4-1 4 I+c5+0+05.114 Custom 11.391-13.397 I+C2+2tC2+i 2 1+r2+3+c2+1 2 1+C273T02+1 3 1-03+3+C3+1 4 1+C4+3-C4+1 4 1+C4+3WA+l 4 Ci x 76. Y4'Y2-Y4 13.398-19.110 I+C2+2+C2+1 2 I+CZ+Z+CZ+l 2 1+C2+3+02+1 3 I+C3+3+C3+1 4 1-C4+3+C4+1 4 1-CA+3+C4+1 4 %-Y,% 19,111-24X41 1I-CZ+D+C2+1 2 I+C3+0+C3+1 2 I+C3+0+r,3-i 3 I+C4+04C4+1 4 i+C5+0+05+114 I+CS+O+CZ+i 4 w zi5 0, > co 9 Custom 17.841-19.39T I+C2+3+C2+1 2 I+C2+3+C2-7 2 I+C2+3+C2+i 3 1+03+4+C3+111 i+C4+4+0,1+1 4 I+C4+4-04+1 4 C) 0 96, y1y,% 19.396-24.3E0 I+C2-3+C2+1 2 I+C2 3+C2 1 2 I+C2+3+C2+1 3 I-C4+4+C4+114 I+C4-4+C4f1 4 I+C4+3+C4+1 4 i0 0 .0 mul - 24,361-31.641 1+C2+2+C2+1 24C4+3+C4+21 4 2+C4.34C4+2 C14 w LO Y,X-M 29.641-32.515 120' 2+C2+3+02+ 2+C4+4+C4+2 4 2+C4+440}+2 0 %-Y.-% 32.516.39.641 2+C2+2+C2+2 2-C4-3+04+21 4 2+C4+3+C4+2 C1:) LL p tu Ll�R 140* Custom - •-39.641 2+C2+3+G2+2 2-r,4+4+C4-2r4 T-EW+4-04+2 Anchor Group 8x� U) -AnchorGroul W co W --,v 35.1/4' %-Yj-Y3 11.391-11.391 1+C2+0+C2+1 2 1+M+O+C2+1 211+C2+0C2+1 311+C2+O+C2+1 4 I+C2+D+C2+1 4 1+C2-O+C2,1 4 1+C2+04C2+1 2 I+C2+0+C2+1 2 1+C2+0+C2+113 1- +1 4 C2-0+C2+1 4 i+C2 +()+c2+114 C, -Mj 38, YY.-Y. IZ308-12,308 1+C2+0+C2+1 2 I+C2+0+C2+1 2 1,02+l3 1+C2+0+C2+1 4 I+C2+0+C2+1 4 1+C3+0+C3+1 4 I+C2+0+C;2+1 2 I+C2+0+C2+1 2 1-02-0+02+113 I+C2+0+CZ+l 4 1+C2+0+02+14 I+C3+0+C3+1 4 t- < 1 co Y4.%-% li.391-13.397 i+C2+0+C2+1 2 I+C2+O+C2+1 2 I+C2+0+C2+1 311+C3+0+C3+1 4 I+C3+D+C3+1 4 1+C4+0+C4+1 4 I+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C2+0+(,'-+l 3 I+C3+0+ +1 4 I+ 0 P 45�1161 C3C3+0+C3+1 4 I+C4+0104+1 4 w LL Y,-Y,-Y, 13.398.14.683 I+C2+0+C2+1 2 I+C2+0+C2+1 2 I+C2+ll 3 i-C21l 4 I+Czi+0+C3+1 4 I+C3+0+C3+1 4 11+C2-0+C2+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 I-C3+0+C3+1 4 1+r3+0+C3+1 4 I+M+l'i -, 0 4744, Y4-Y2-Y4 11.391-12.297 111+C2+l 2 I+C2+0+C2+1 2 I+C2+0*C2+1 3 I.C3+l 4 1+03+0+03+1 4 1+C4+l 1+C2+0+02+1 2 I+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C3+0+C3+1 4 I+C3+0+l 4 1+C4+D+C4+1 4 -J 0 %-X-X 1ZZO-15.558 1+C2+0+C2.1 2 I+C2+0+C2+1 2 1+C2+0+C2+1 3 I+C3+0+C3+1 4 I+C3+0+C3+1 4 I+C3+0+C3+1 4 I+C2+0+CZ+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 I.C3+0+03+1 4 J+03+0+C3+1 4 1+C3+0+C3+1 4 z 0� Custom 11.391-12 016 I+C2+0+C2+1 2 I+C2+0+C2+1 2 I+C3-0+C3-1 3 I+C3+0+C3+1 4.I+r,4+0+C4+1 4 I+C4+0+C4-1 4 I+C2+3+C2+1 2 14C2+0+C2-1 2 1+C3+0+C3+1 3 I-C3+0+C3*1 4 I-04+04C4+1 4 1+aHi�17 < -j (j) 52-1W Y.-Y.-Y4 12017-13.397 I+C2+0+M+l 211+C2+0-C2+112,1+C3+O+c3+1 3 I.C3+l 4 I+C4+0-C4+1 4 I+C4+G+C4+1 4 I+C2+B+C2+1�2 1 1+C2+0+C2+11 211+03+0+C341 3j1+C3l 1+04.0+C4+114 ll+C4+0+,rA+I,4 z %-Y,-Y. H1.398-117.016 I+C2+0+C2+1 2 I+C2-O+C2+1 2 I+C3+0+C3+1 3 l+C3+G+C3+1 4 I+C4-G+C4+1±-l+C4+0+C4+1 4 I+C2+0+C2+1 2 I+C2+0+C2+1 2 I+C3+0+C3-1 3 I+C340+C3+11 4 1+C4+l 1+04+0+<'A+lI 4 z -)--S < Ix I 00astom 11.391-13,397 1+C2+2+C2+1 2 I+C2+2+C2+1 2 I+C2+2+C2+1 3 I+C3+2+0+1 4 I+C3+240311 4 1+04+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+CZ*1 2 14l 0 1+C3+2+C3+114 1+C3+2+l 4 1+r,4+ 1, 0 0 0 2+rA+ll 4 0 N - 103 6D' 1+C2+1+C2+1 3 1-C3+1+03+1 4 I+C3+1+C3+1 4 I+C4*1+C4+114 ED 34-%�% 13.298-15.360 I+C2+2+C2+1 2 I-02+2+C2+1 2 1-02+2+C2+1 3 I+C3+2+C3+1 4 i+C3-2+C3+1 4 11+04+2+04+1 4 1+02+1*C2+1 2 1+6F+I+CZ+l M %-Y.-Y. 45.361-19.641 I+C2+G+C2+1 2 I+C2+l 2 I+C34G+C3+1 3 1+C4+0+04+1 4 I+C4+0+C4+1 411-05+O+C5+i 4 I+C240+C2*1 2 I+C2+0+C2+1 2 I+C3+0+C3+1 3 1+C4+0+C4+1 4 1+04+0+01+1 4 1+ 0 IR ub 0-04 GS+O+CZ+l 4 z 0 ub til custom 11.391.13.397 I-C2+3-02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C3+3+C3+1 4 I+C4+3+C4+1 411+C4+3+C4+1 4 1+02.+2+C2-1 2 I+C2+2+C2+1 2 1+C2+3+C2+1 3 I+C3+3+C3+1 4 I+C4+3+C4+1 4 J+r-4-3+C4+1 4 < 7- 4 X '-y 1 Cast-- I 4-��'4 y_". Iz y a'-y 10 'a 4_y "4 3 .% %_y I CS+O+CS+l 4 E 2 J�A M3,C4 4 - +1 76, %-%-Y� 13,396.19.110 I-C2+2+C2+1 2 1+C2+3+C2+1 2 1+r-2+3+C2+1 3 1+p+3+Wfj 4 1+04+3+04+1 411+C4-3+C4+1 4 14C212-020 2 14C2+24C2+1 2 I+C2+2+C2+1 3 I+M+2+03+1 4 1+C4+2+C4+1 4 I+C4+2+c4+1 4 -yn-u %-%-Y. 19.111.*PA.641 I+C2+D+C2+1 211+C3+0+C3+1,2.I+C3,+O+C3+1 3 1+C4+D+C4+1 4 1+CS+D+C5+1 411+0540l 4 i.C2 2 1 +D+C2+1.2 1+C3+0+C3+1 2.i+C3+0+03+1 3 I+C4+0+94+1 4 1-05+0+C5+1 4 I+CS+0+05+1 4 't I I 11.111 1 0 3 r Custom 17.641-19.3R7 I+C2+3+02+i 2 I+C2+3+C2+1 2 1+02+4+C2+1 3 1-C3+4-C3+1 4 1+l 4 1+C4+4+C4+1 4 f+C2+3-C2+11 2 1+CZ+3+C2-1 211-C2-3+C2+113 1-03+4+C3+1 4 1+(A-4+C4+1 4 I+r4+3+r4+1 4 96" 19.398-24.360 1+C2+�3+C2+1 2 f+C2+3+02+1 2 I+C2+4+C2+1 3 1+04+4+04+1 4 1+04+4+C01 4 I+C,4� 4 +E !+a+i J+C Z 2 02+1 3j1�C4-3+C4+1 4 I+C4+3+C4+1 4 I+C4+3+C4+1 4 24.351.31.641 2+C2+2+02-2 2 2+02+3+C2+2 2 2+C2+s+c2+21 3.2.r4+3+r J+C+ 2 + *3+ +' il�Ci2; 27113 ,4+2 4 2+C4+3+r,4+2 4 I+C4+2+C4+1 4 C2+1 3 14C4+2+C4-114 + + +-C4+ T-1�+2+.+Tl fli;jj+ 14C4+2 04 1 4 1+C4 2 1 4 314-Y.-Y. 2! 2 2 2+02+3+02+2 2 2+ + -4+ 4 2+C4+4+r,4+2 4 2-C4+4+C4,+2 4 +CZ+S+C�21 2i F+C2+3+CZ+2 2 2+C2+3+C2+2 3j2+C4+4+C4+�4 2+C4+44CI+2j4j2+C4+3+C4+2 41 120" Ar No.58705 %-Y.-% 3 516.39.041�2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2-+122j23jM1.C4+2 4 2+C4+4+C4+2 4 2+04+3+C4+2 4 2+C2+2+C2+21 2 24C2+1iC2+2 2 2+C2+3+C2+ 3 2+04+3+C4+ 4 2+0443+04+21 4 1 2+C4+2141 140- 1 Custom I - -39.641 h2+C2 -3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+21312+C4+A+C4+2 7 2+04+3+04+2 M42 2-C2+3+C2+2 2 2+C2+3+C2 3 2+004+01+21412+04-3+04+4 41 NOTES: SEE TABLE 16 FOR DESIGN PRESSURE • ;(k, TE F 4• -ej 1)FRAME DIMENSIONS ARE SUCK WIDTH AND SUCK HEIGHT(SEE SHEETS 3-4). - SASH SIZE IS ASPER THE FIGURON SHEETS l C.� 1�4-16 MIN.SASH SIZE "�Il WIDTH 60-72 __TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE CLASS TYPES ll 2 2)FOR SIZES NOT SHOWN.ROUND D gP MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)'1/4-1/2-1/4'AND'113-1/3-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE FIN FRAMES IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN Mit ISR,P.E. I L P.Eft 8709 TABLE 28: Bill of Material 3.500" 3.500" ►{ 3.600" ►{ 3.500" ►{ # Part# Description Material I I I I .Os2• -yl--- .os2• --►-II-�- .osz^ ��- :os2• I 1 620121 Frame Head,Sill and Jambs-FlangeJ-Channel PVC 2 620122 Frame Head,Sill and Jambs-Flange PVC 3 620123 Frame Head,Sill and Jambs-Fin PVC 7 4 620124 Frame Head,Sill and Jambs-Equal Leg PVC 2.445" ((�� 2.445' �❑ 2.445• ❑ 2.445• 13 620172 Anti-Lift Insert/Rag Cover PVC ❑�� ❑� ❑❑❑� o ❑a� 14 620131 Fixed Meeting Rel PVC a O 11 a O o 15 820158 Teck Insert 6063 T8 At 16 620129 Sash Rail(Sides,Top&Bottom) PVC 17 620166 Monorail 6063 T6 At .625' J-CHANNEL •e'-5• FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 820158 Pull Rail Interlock 6063 T6 N 1.375' O BJAMBS EAD,SILL T O JAMES JAMBS 8 1.375 O j�SSILL8 O JAMES 8 i 20 620144 Pull Rail intedcck Cofer PVC I} 211 620150 1 Light Sash Reinforcement 6083 T6 AI ' 221 620151 IStandard Sash Reinforcement 6063 T8 N 1.672° -�-1 1.641" i 23 620152 HD Sash Reinforcement 6063 TO N 1 1,437° �-+- 24 620153 Standard Meeting Rail Reinforcement 6005 T6 AI I� 1.507" 2.100° -►{ 2.176' 26 620154 HD Meeting Rail Reinforcement 6005 TS At 1.630° 26 620155 H.O.Fbdz Roller Meetl Rall Reinforcement 6005 T5 Al ,772" .OsS• a 0 1.020° 1.376" n9 27 710X114PPA #10 x 1-114"PH.PH SDS(Monorail Screw) 410 SS II 590" 471 28 61644 Weatherstdp,.187 x.270"Fin Pile .065° 1231 1.000" .060" �{)+ - �.o71 .050' 29 61719 Weatherstrip,.187 x.220°Poly PileLIFT RAIL LIFTRAIL 30 #8 x V Ph.PH SDS(Interlock Mounting Screw) 410 SS 13 7RANTIIM COIVER� 14 MEETING RAIL 15 INSERT 16 SASH RAIL FIXED TRACK19 INTERLOCK 20 INTERLOCK COVER 31 78Xi12PPA #8 x 3-112'Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS 32 71669, Meeting Rag Screw Support Plate 6063 T5 AI 33 720210 Weep HoleColer PVC .300" .31s' -«� .070^� ,I 1A00° .864" 060' f 34 720187 Installation Screw Hole Plug PVC �{ o �r .175 37 720197 Auto Lock C Steel I IL.--Jt,- .750" ,754 .716' 715• 38 720199 Sweep Lack Cast Zinc 39 1 720196 jAuto Lock Cover Assembly Cast line .026° ,035" -"-}�-� -'7 1.185° •060° 40 #6 x 1-118'Ph.FH SDS(Auto and Sweep Lock Screw) BS LAMI IG ROLLED I EXTRUDED LIGHT SASH SASH STANDARD 41 720200 Auto and Sweep Lock Keeper Cast Zinc 72 BEADING 80 SCREEN FRAME 61 SCREEN FRAME 21 REINFORCEMENT O REINFORCEMENT 42 76X34PPA #6x 314"PH.PH SDS(Keeper Screw) SS 43 7612FPTX #8 x 112"FPH Tek(Reinforcement Screw) ss 070. 280• 44 Leadstile Top Comer Key Nylon �� T 1.162" �+- � 1 -- 45 Leadstile Bottom Comer Key Nylon 1.184" 070^ '084" 46 LockstileTopComerKey Nylon 1.o3s° 070• •791" 1.041'�U��� 1,641" 1.229^ 47 Lockstlle Bottom Comer Key Nylon '810^ L L 130° L tsa• L •074° 48 720204 wheel Nylon Fil .150' _T~ 1.331° ---1 1.340" F--- -►1 1.340• (.- 72 1 620135 ILamI.I.G.Bead PVC HD SASH STANDARD HD MEETING HO HR MEETING PRODUCT REVISED I 74 Backbedding,GE 7700 Of DOW 791 Silicone 23 REINFORCEMENT 24 MEETING RAIL O RAIL 28 RAIL 17 MONORAIL as complying with the Florida REINFORCEMENT REINFORCEMENT REINFORCEMENT Bung Code 1 75 1 71684/5 ISefflng Block(7/8"x 2"x 1/8"X 85+/-5 dum. EPDM NOA-No. 17-0417.08 80 61011 Roll-formed Screen Alum vvv ire Re4d W. Date: Rerrslon: expiration Date Q9/2412020 l 81 61012 ExWded Screen Fmme Alum `�.���ONY.�YNN,yf�'%� JR 03/27/17 NO CHANGES THIS SHEET. By B2 Extruded Screen Spreader Bar Alum ��1:•'LI,CENgF C� Date:ReWad tiMlam-Do ro uct Control 83 47042W Screen Comer Key with Pull Ring PVC y. Revraion: 84 47041 W/CKGLB Screen Comer Key No Pull Ring PVC No.58705 SS *- ® Oeserip0on: Drvwn . 85 7CASPM Tension Spring - WINDOW EXTRUSIONS&BOM J ROSOWSKI 86 e1816C48 Screen Cloth Fiberglass -3 �� l 0: ATE F'• ',Ul� 1070 TECHNOLOGY DRIVE roe, Oata; 87 61635161614' .140"Screen spline(Machine/Hand Rolled) Vinyl :��5 FCORIOP_`- �C/� N.VENICEFL34275 ooPYR '600NOTES: '•,lis"ONAL�;;G�� (941)-480-1 eo�2017PGTINDUST Es,Nc. HOSalAsRIZONTAL RO oLER LM 6raw•na Na. 05/15815 1)REMS#5-12,18,35,38,49.71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A, wm Qu9R,P.E, 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTO„TO BE LABELED FOR AAMA EXTRUDER CODE. P.E.068705 CERT.OFAUTH.#29298 H R-5510 NTS 17 OF 18 M D-HR5510-01 B C I �. t[1.2 E 29: 1s SASH ASSEMBLY Egress Lock Bill of Material MITERED FRAME WfrH `- DETAILS Part# Description Materiel 1 INTERIOR AND EXTERIOR 7MC7D24 Multi-Point Lock Operator Cast2)nc FRAME WELDS 73340 OperatormountingPlate Reel 42 72715 Multipoint Lock Keeper Aluminum 720214 Multipoint Lock Guide N lon 46 ATTACHED 2'10217-221 Tie Bar(Length Varies Stainless Steel F�RERIOR SASH R� A 71024X12HFX#10 x 1/2"HH MS Stainless Steel 78X1FPAX #8 x 1"Ph.FH SMS Stainless Steal X4 78X75FPTX #8 x 3/4"Ph.FH SD.S Stainless Steel 1917 ATTACHED T 30 FRAMEJAMB 27 EGRESS LOCK DETAILS \ 40 (NOTTO5CALE I 39 86 1///��w10R 84 42 104 87 �, :` �•� OPT.AUTO LOCK 85 �� PRODUCT REVISED 45as complying with the Florida 20 ATTACHED TO Building Code 1 48 1� FRAMEJAMB 108 BOA-No. 17.0411.08 Expiration Date 09/24/2020 i 42 O 101 By , 14 181., 107 Mlaml- atl rodue,Control OPT. 72 38 - X4 _ '� 40 102 r t i41 47 �i OPT.SWEEP LOCK ATTACHED O FRAME JAMB 80 OR 81 15 0 1070 TECHNOLOGY DRIVE MITERED FRAME WITH N.VENICE, FL 34275 \ 1 INTERIOR AND EXTERIOR 100 (941)-480-1600 FRAME WELDS tit IIt:l CERT.OF AUTH.$29296 SCREEN \ \"N'�Ny LYNN �,� Revlsee try Duty RNOCHANGES TtIIS FIEET. �.• til JR 03/27/17 ASSEMBLY Pt1�;' UCENSF•�C� "rr�ren: DETAILS 33 '� ;sy.•:�No,58705 �'�� ReNsed By Date: R Description: D, it: O -� 83 OR 64 EXTERIOR FRAME `�p1•• Ami F� =��; EXPLODED WINDOW VIEW J ROSOWSKI I ASSEMBLY Date: NOTES: DETAILS ''NALHORIZONTAL ROLLER-LM 05/15/15 1)GLASS AND SOME PARTSIOFTIONS NOT SHOWN ON DRAWING FOR CLARITY. q.LYNN MILLI:R1 P.E Ser7ee/MoOaF. Scale: Sheet• omx•!n9 No. JR.. 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. HR-5510 NTS 18 OF.18 MD-HR5510-01 1 B 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E.IF 58705