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5500 1PNL - NOA 17-0411.08
M IAM I•DADE MIAMI-DADE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-5510"PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-HR5510-01 titled"Horizontal Roller-LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0411.08 ff MIAMTBZE COUNTY Expiration Date: September 24,2020 .> � L6 11 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 No15-0903.10) 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, 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. (Submitted under NOA No.15-0903.10) 3. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No15-0903.10) Jorge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August31,2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifoi®Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their`Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M.Plasencia,P.E. Prp uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 611 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 RATING IMPACT RATING CLUSTER DETAILS SHEET 5 12-3/4"MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE S"MAX. -�•- I-..- - B,SEE _-1-1/4" LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT SHEET3 SEE SHEETS - MAX. 9_16 D,SEE 2-5 ANCHORS,DETAILS SHEET 5 8.94"MAX.O.C. E CLUSTER 10 MAX r-- ---MAX.O.C. SHEET4 .� 1 �._._. ______ ._ _._.._..._._--i. �, B,SEE A,SEE SHEET 3>�' __._. .__._ _---_._--- 8"MAX. I-+- !-._.�77 SHEET 3 r� _ I °_� - C,SEE. q 10"MAX. SHEET4 C E,SEE r SHEET3 ' 19" 76" I! EQUALLY / / MAX.O.C. MAX. Ijl 72" E SPACED) _ BUCK / / j MAX. ! - 63" ANCHORS PER / / HEIGHT ,- BUCK EQUALLY LY ACED / / / I MAX. TABLES 17-22 HEIGHT -� I BUCK SEE / ATABLES 23 27 / / / HEIGHT SHEETS j -916 j / / / I 15.67" Q X O X j X Q X MAX.O.C. -- 8"MAX. L SEE SILL SEE SILL . , • ' --t— _ WEEPHOLE�LWEEPHOLES I �� WEEPHOLE SEESILLQ .C. 3"MAX. 4"O.C. 3"MAX. DETAILS, DETAILS, WEEPHOLE 4"O.C.BETWEEN _ SHEET3 EN -►-� -O- �_ SHEET4 - BETWEEN � DETAILS, WEEPHOLES �$ 3"MAX. e WEEPHOLES - D SHEET3 75"MAX.BUCK WIDTH 75"MAX.BUCK WIDTH —� 140"MAX.BUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP, FIN OR J-CHANNEL ELEVATION FOR TYP. FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER -AST FLORIDA BUILDING CODE(FBC),5TH EDITION - ASTM E1300-09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSI/AF&PA NOS-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 LITE(CAP)MUST TEMPERED . •ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COO •AISI S100-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANCHORTYPE. •AISC 360-10 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES........................ 1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS................................. 1 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, FRAME,GLASS&ANCHOR 6)1/4"MAX,SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS............................. 2 7)DESIGN PRESSURES; INSTALLATION,FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTINGAND GLASS PER ASTM E1300. EQUAL LEG/BOX................. 3 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. &J-CHANNEL....................- 4 '.. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS........................ 5 THE DESIGN OF THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS DESIGN PRESSURES...................6-8 '.. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ANCHOR QUANTITIES,................ UANTITIES................. 9-16 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. EXTRUSION PROFILES&BOM....17 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER ASSEMBLY............. SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL """""' -"""18 PRODUCT REVISED 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Building complyingas Cod with the Florida e USER INSTRUCTIONS: NOA-No. 17-0411.08 I!! Expiration Date 09/24/2020 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. ��� Ny LY A� /// Revised 8y: Date: Revision: 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND �� ® ,,.....N•Y // UPDATED TO FBC 2017.ADDED REINFORCEMENT LEVEL,DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING '��•''LICENS ' '/ JR 03/27/17 NOTE TO ANCHOR QTY.TBLS. By TABLES 6-16(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING ` �, Miami Product Control Q';' •.�� i Revised Date: Revision: OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. N0.58705 _ 3)DETERMINETHE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET ACCORDING TO THE INSTALLATION CONDITIONS. _ •' Drown By., 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THE ANCHOR/SUBSTRATE WILL MEET _ ® Description: REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN-REQUIREMENTS FROM THIS SHEET = Z= GENERAL NOTES & ELEVATION J ROSOWSKI 3� 8 SET ARE MET, _ ��T TE F .:�(I 1070 TECHNOLOGY DRIVE Title: Date: 5)INSTALL AS PER SHEET3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. %�s '•FZORIOF`.••`G\S � (N.VENIC-E.FIL34275 00 HORIZONTAL ROLLER - LM 05/15115 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. /i�iOn//(AL ��� COPYRIGHT®2017 POT INDUSTRIES,INC. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LY'QUILLER,P.E. ALL OF ALTH.#2 2 Series/MR- Scale: Sheet: Growing No. Rev: INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE B ON SHEET 2. P.E.#58705 CERT.OF AUTH.#29298 HR-551 NTS 1 OF 18 MD-HR5510-01 S TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Frame Class T Description (Listed from Exterior to Interior) "A"=ANNEALED Types Options Installation Substrate Option Detail Sheet Type Conditions 5 718" Laminated LG.: 118"A Exterior Ca + 7/16"Air Space + 5/16" Laminated; 2 Lites of 1/8" A Glass with .090" PVB Interla er "H"=HEAT STRENGTHENED (see Fig B) (see Table 1) P P O y 'T"=TEMPERED 6 718" Laminated I.G.: 1/8"T Exterior Cap+ 7116"Air Space +5116" Laminated; (2) Lites of 1/8"A Glass with .090" PVB Interlayer •'PVB••=.090"TROSIFOLO PVB Through the ....into 2XWood Frame/Buckstrip-sheet 4,option 5 7 718" Laminated I.G.: 3/16"A Exterior Cap + 318"Air Space+ 5116" Laminated; (2) Lites of VB"A Glass with .090" PVB Interlayer BY KURARAY AMERICA,INC. J-Channel integral fin...... ....into Metal-sheet 4,option 8 8 7/8" Laminated LG.. 3116"T Exterior Cap + 318"Air Space+ 5116" Laminated; (2)Lites of 1/8"A Glass with,090"' PVB Interlayer SG"= .090"SENTRYGLASO (#1) 1 4 Through the frame --.into 2X Wood FrameBuckstrip-sheet 4, option 8 INTERLAYER BY KURARAY of the window...... ,.„into Metal-sheet 4, option 7 10 7/8" Laminated I.G.: 1/8"T Exterior Cap + 7/16"Air Space+ 5/16" Laminated; (2)Lites of 1/8" H Glass with .090" SG Interlayer AMERICA,INC. ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 11 7/8" Laminated I.G.: 3/16" A Exterior Cap+3/8"Air Space + 5/16" Laminated; (2)Lites of 1/8" H Glass with .090" SG Interlayer Flange Through the frame ...into Concrete/CMU-sheet 3,option 2 12 7/8" Laminated I.G.: 3/16" T Exterior Cap +3/8"Air Space+ 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer (#2) 1 -4 of the window...... ....through IXBuckstdp into Concrete)CMU-sheet 3,option 3 14 7/8" Laminated I.G.: 118" T Exterior C + 5/16"Air Space+ 7116" Laminated; 2 Lites of 3/16"A Glass with .090" SG Interlayer GLASS TYPES 5,7, 11 &1s ....into Metal-sheet 3,option 4 Cap P ( ) y MAY NOT BE USED IN THE 15 7/8" Laminated I.G.: 3/16" A Exterior Cap+ 1/4" Air Space+7/16" Laminated, (2) Lites of 3/16"A Glass with .090" SG Interlayer HVHZ ABOVE 30'. Through the ....into 2X Wood Frame/Buckstrip-sheet 4, option 5 ® Integral Fin integral fin...... ....into Metal-sheet 4, option 8 16 7/8" Laminated I.G.: 3/16" T Exterior Cap+ 1/4"Air Space+ 7/16" Laminated; (2)Lites of 3/16"A Glass with .090" SG Interlayer 1 .4 (43) Through the frame ....into 2X Wood Frame/Buckstrip-sheet 4,option 6 SEE SHEET 6,TABLE 5 FOR GLAZING/DESIGN PRESSURE/ANCHORAGE INDEX. of the window----- ,...into Metal-sheet 4,option 7 ....into 2X Wood Frame[Suckstrip-sheet 3,option 1 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Box i Through the frame �-..Into Concrete/CMU-sheet 3,option 2 Min. Edge Min. R MIN.OF 3 Material Min. F Min.Fu Equal-Leg 1-4 Group Anchor Substrate r of the window...... ...through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 Distance Embedment* THREADS Steel Screw 92 ksi 120 ksi O ....into Metal-sheet 3, option 4 #10 SMS P.T. Southern Pine(SG=0.55) 7/16" 13/8" METAL THE I"Screw 60 ksi 95 ksi p (steel, 1SIM S.S. Steel, A36* 3/8" 0.050" SUBSTRATE. 410 Screw 90 ksi 110 ksi Steel Stud,A653 Gr. 33* 3/8" 0-0451' (18 Ga.) Eloo Aggre-Gatcr@ 57 ksi 96 ksi or 410 S.S.) "UNGROUTED A Aluminum, 606&TS* 3/8" 0.050" Eloo UltraCarvJ 155 ksi 177 ksi FIGURE B:FRAME TYPES CMU"VALUES 410 SS Eloo CreteFiex® 127.4 ksi 189.7 ksi P.T. Southern Pine(SG=0.55) 7/16" 1-318" MAY BE USED 3/16"steel Ultracon Concrete(min. 2.85 ksi) 1" 1-3/8" FOR GROUTED 6063-T5 Aluminum 16 ksi 22 ksi �� Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" CMU A36 Stee 38 ksi 58 ksi APPLICATIONS. Gr.33 Steel Stud 33 ksi 45 ksi 2 E r a 1-� L'E #12 SMS P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" �/ B (steel, 18-8 S.S. Steel, A36* 3/8" 0.050" ❑ BOX OR or 410 S.S.) Steel Stud,A653 3- 33* 3/8" 0.0451"63" Ga.) FLANGE EQUAL- AIUri11RUm, 6063-T5* 3/8" 0.063" INSTALLATION NOTES,SEE SHEETS 3&4 FOR ILLUSTRATIONS: FBILEG Concrete(min.2.85 ksi) 1" 1-3/4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES C 1/4"steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. o0 c 1/4" steel Creteflex Concrete(min. 3.35 ksi) 1" 1-3/4° ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 1/4"steel Ultracon Concrete(min. 2.85 ksi) 2-1/2" 13/4" 1/4"steel Ultracon P.T. Southern Pine(SG=0.55) T' 1-316" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, 1/4"steel Creteflex Concrete(min. 3.35 ksi) 2-1/2" 1-3/4" THIS SHEET,ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE / 1 L/ 0❑ / 3 �-/ 0❑ CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF �J Ungrouted CMU, (ASTM C-90) 2-1l2" 1-1/4" UNIT] INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED ❑ INTEGRAL ❑ D 1/4"steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" AS 2XARE 1-1/2"THICK OR GREATER. 1XAND 2X BUCKS(WHEN USED) J-CHANNEL FIN 114" steel Aggre-GatOF Concrete(min. 3.275 ksi) 1-1/2" 1-3/8" SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE ❑❑� ❑�� STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE Grouted CMU, (ASTM C-90) 2" 2" 1/4" steel AggrC-Gator P-T. Southem Pine(SG=0.55) 1" 1-3/8" RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. oo❑II�� DOD,I Jr 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN as complying with the Florida Building Group Anchor Substrate Min. Edge Min. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. NOA-No,Code 17.0411.08 Distance Embedment" E 2-1/2"x .131" Common Nail P.T. Southern Pine SG=0,55 3/6" 2-7/16' >>%tt i///� Revised By: Date: Revision., Expiration Date 0 912 4/2 0 2 0 ( ) \"k\ oNY LYN�j '�i JR O3/27/17 NO CHANGES THIS SHEET. B 2-1/2' Ring-shank Roofing Nail P.T. Southern Pine(SG=0.55) 3/8" 2.7/16' �� ��,.• •.. 1 y - -- P.T. Southern Pine(SG=0.55) 1/2" 1-3/8" Q : Miamr-D� a Product Control -' 1,1GEN,q�'•,�,� Revised By: Dote: Revision: #10 Trusshead SMS Aluminum, 6063-T5* 3/8" 0.050" No.58705 (steel, 18-8 S.S. c l Drawn By: Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) ine Description: oraloss.) v , -yyq GLASSIANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36* 3/8" 0.050" *MIN.OF 3 ,y I � -_ �\ 10707ECHNOLOGY DRIVE Titre:P.T. Southern Pine (SG=0.55) 9l16" 1.3/8" THREADS (� ST gO Dote: #12 SMS T N.N,VENICE,FL 34275 Aluminum,6063-T5* 3/8" 0.063" BEYOND THE F4 I ( }4BD tsoD HORIZONTAL ROLLER - LM 05/15/15 (Steel, 18-8 S.S. METAL i�cs -.�RIDP,.•'• ���� 941 Steel Stud,Gr. 33* 3J8" 0.050" SUBSTRATE. v SRO E���� CO�OALLRGHTBRESDIU IES,INC. Sales/Model: Scale: Sheet: Drawing No. Rev: or410S.S.) �/ NAL Steel, A36* 3J6" o.oso" 'acxNMI MIUL>B`r5.P.E. HR-5510 NTS 2 OF 18 MD-HR5510-01 B P.E.#587os CERT.OF AUTH.#29298 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 OR 22 OR 23 ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO CONCRETE/CMU. OPTION 9 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2. ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL TYPICAL FOR ALL �I "XO"OR"OX"SASH 1/4"MAX SHIM FRAME INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. - --� 1/4"MAX.SHIM 19 16 30 16 - 29 11 SEE NOTE 2,SHEET 2_ 13 28 4 EMBEDMENT 20 40 OPERABLE 43 EDGE FLANGE #10 OR#12 STEEL SASH FRAME SMS(G5),SEE 37-39 _ DISTANCE SHOWN TABLE 2,SHEET 2. °4 n u n u O28 TYP.ANCHOR TYPE, 2 �1/4"MAX SHIM ❑ FIXED 41 ❑ EMBEDMENTAND O LITE - A EDGE DISTANCE PER �❑ o - -13 ❑�� =i�r-� LIGHTIWEDTH a� SUBSTRATE,SEE 72 p n � O TABLE 2,SHEET 2. Illflf o 85 87 DADE APPROVED MULLION, { 29 FBC COMPLIANT O0 VISIBLE 42 o Ij ALUMINUM/STEEL FRAMING FLANGE 771 LIGHT WIDTH III��� EXTERIOR EQUAL ° OR STEEL STUD.MAY BE FRAME 72 14 nn q VISIBLE VERTICAL OR HORIZONTAL. SHOWN 24 OR 25 OR 26 V LEG (1)AT MID-SPAN OF INTERLOCK FIXED SEE SHEETS 6-S TYPICAL FOR ALL FRAME 43 (1)3-1/2"FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, ( ) SHOWN CORNER AND(1)AT CENTER OF HEIGHT . TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL BUCK WIDTH SASH STILES/RAILS 29 HORIZONTAL SECTION A-A (OX) 22 oR z3 BUCK 28 30 16 19 16 (SEE SHEETS 7-8)TYPICAL HEIGHT EXTERIOR 43 - FOR ALL"XOX"SASH OPERABLE OPERABLE 20 OPERABLE 43 SASH SASH. 40 SASH VISIBLE 37-39 G � 21 OR 22 OR 23 LIGHT " " " " " " " " ❑�(SEE SHEETS 6-8) HEIGHT �i i� 28i'L TYPICAL FOR - =- 41 -4J ��-, ALL SASH 16 FIXED ❑ VISIBLE _ LITE 5z VISIBLE 86 45 47 ❑� LIGHT WIDTH III-"'FFFF ir- � �� =rli 111 LIGHT WIDTH fff"'FFFF 43 =====97 29 FLANGE ii 0 81 FRAME 87 85 r WEEP OPT. 2g 15 SHOWN �-��- NOTCHES 80 0o O 42 NO X ES VISIBLE EXTERIOR 1.1/4"X 1/4" 34 25 OR 26 LIGHT WIDTH 72 14 2 (SEE SHEETS 6-8)TYPICAL FOR 4 4 1 ALL"I FIXED MEETING RAIL 33 BUCK WIDTH �SHIM EQUAL-LEG PRODUCT REVISED HORIZONTAL SECTION E-E (XOX� FRAME Bui complying oeWlth the Florida EQUAL LEG - � 11IIhj,ALLATION AS PER SECTION A-A ABOVE SHOWN NOA-No. 17-0411.08 FRAME SHOWN - a - T T �� Q Y NA( vi Revised By: tote: Revision. � � i� Expiration Date 0912412020 EMBEDMENT �` '�� ••�� ��� JR 03/27/17 NO CHANGES THIS SHEET. 1 INSTALLATION `S , CICENSF .,1� By �• Revised By: Date: Revision: Miami-D a Product Control OPTION 2 ; ANCHOREDTHROUGH % = No.58705 FRAME DIRECTLY INTO - °• - - CONCRETE/CMU. EDGE 1 '�. p Description: Drawn By: TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS ;%Q �rA31F FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO &OX) % '� Q/ 1070 TECHNOLOGY DRIVE DISTANCE PER SUBSTRATE, ��ls•'•Ft ORIDA,.•-• ���� N.VENICE,FL 34275 Title. Dote: SEE TABLE 2,SHEET 2. SECTION B-B HEI GHT:BUCWEIGHT 741/44 ,vvi�Z01�(AL, �NG�t� (941)GOPYRI c0-1600 PST INDUSTRIES,INC, HORIZONTAL ROLLER - LM 05/15/15 !t!tlIII1111 ALL RIGHTS RESERVED Series/Model Scale: Sheet: Drawing No. Rev. A.LYNN MILLER,P.E. CERT.OF AUTH.#29296 HR-5510 NTS 3 OF 18 MD-HR5510-01 B P.E.#58705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR 22 OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOT SSHEET2 (SEE SHEETS 6-8) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT F FINIFLANGE REMOVED) "XO"OR"OX"SASH WOOD FRAME OR BUCK- I 16 29 STRIP.SEE NOTE 2, EDGE 114"MAX.SHIM 19 16 30 SHEET2. DISTANCE 13 28 EDGE 20 40 OPERABLE 43 DISTANCE J-CHANNEL #10 OR#12 STEEL SASH ( I FRAME SHOWN J. SMS(G5),SEE — 37-39 - - �L_1 1 TABLE 2,SHEET 2. o O 1 41 28 Ji IL TYP.ANCHOR ND -1/4"MAX SHIM EMBEDMENT AND 1 FIXED 5 0 ❑ EDGE DISTANCE PER �❑❑❑ - � LITE VISIBLE SUBSTRATE,SEE �❑ TYP.ANCHOR TYPE FIN AND/OR ❑a = I-EMBEDMENT AND EDGE FLANGE MAY BE ii LIGHT WIDTH �❑ TABLE 2,SHEET 2. DISTANCE PER SUBSTRATE, REMOVED IN-FIELD (SCREW SHOWN) 72 SEE TABLE 3,SHEET 2. 85 87 FIN _�� FRAME O 13 DADE APPROVED MULLION, D VISIBLE 42 EXTERIOR 0 SHOWN 29 FBC COMPLIANT LIGHT WIDTH n ALUMINUMI/STEEL FRAMING 72 24 OR 25 OR 26 14 V 3 OR STEEL STUD.MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL. {SEE SHEETS 6-8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XD"OR"OX"FIXED MEETING RAIL HEIGHT TABLES 2&3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C (OX) 22 S 23 OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH 29 TYPICAL FOR FIN INTO METAL ' 28 30 16 19 16 ALL"XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR T OPERABLE 40 20 OPERABLE 43 SASH HEIGHT T SASH - SASH o #10 OR 412 STEEL VISIBLE 37-39 cr: i� -,ra SMS(G5),SEE 21 OR 22 OR 23 OPERABLE LIGHT - a iii lii a ii ii n a TABLE 2,SHEET 2. (SEE SHEETS 6-8) HEIGHT SASH 'I J'i II'L i. 28 ii �i� TYPICAL FOR ❑ --J `- 41 --� ' �- El 1 FIXED ALL SASH 6 LITE VISIBLE _ o - r_ VISIBLE 86 45 47 LIGHTWIDTH II""--" fir- --�ii LIGHT WIDTH 1� ETIF OPT. _____=,7 ❑� c 0 �____ FIN o o o U80 81 FRAME 87 85 WEEP 29 tj SHOWN NOTCHES 29 0 42 D� 34'X 1/4" 25 OR 26 VISIBLE EXTERIOR 1-tl4"X 1/4" - 3 LIGHT WIDTH 72 14 1 J-CHANNEL (SEE SHEETS 6-8)TYPICAL FOR FRAME 15 ALL"XOX"FIXED MEETING RAIL SHOWN 33 BUCK WIDTH 3 1/4"MAx HORIZONTAL SECTION C-C (XOX) as PRODUCT REVISED a 0 SHIM (1)AT MID-SPAN OF INTERLOCK Building complying with the Florida INSTALLATION AS PER SECTION D-D ABOVE FIN FRAME 43 (1)3-1/2"FROM EACH SASH 11 I I 1111/i NOA-No. 17-0411.08 CORNER AND(1)AT CENTER OF Revised Date: Revision: SHOWN V LYN �" Expiration Dat 9/24/2020 SASH STILES/RAILS QN ...5� ` / JR 03/27/17 By . ... �, �i� NO CHANGES THIS SHEET. /� TYP.ANCHOR TYPE, IGEN ` EMBEDMENT AND Q-;' Revised Date: Revision: Miami-Da Product control EDGE DISTANCE PER EDGE DISTANCE '.•� � �" SUBSTRATE SEE SEE No.58705 TABLE 3,SHEET 2. —®I EMBEDMENT �^— "` •: - .� 1 �- ® Description: Drawn BY: VISIBLE LIGHT FORMULAS A c�g ?�� : �� J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE XO & OX) :�� '•. STAW OF <U . 1070 TECHNOLOGY DRIVE Date: ANCHORED THROUGH INTEGRAL FIN SECTION D-D HEIGHT:BUCK HEIGHT-7-114" ' GCS•'•F<ORVDP..•' \�� N.VENICE,FL 34275 Title: INTO 2X WOOD FRAME OR BUCK- WIDTH:BUCK WIDTH/2-4-1/4" wi s/ANAL � `` (941R80-160�77 PGT INDUSTRIES,INC. HORIZONTAL ROLLER - LM 05/15/15 �� STRIP.SEE NOTE 2,SHEET 2. !7/i i 11111111, ALL RIGHTS RESERVED Series/Model: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER,P.E. CERT.OF AUTH.#29296 HR-5510 NTS 4OF 18 MD-HR5510-01 B P.E.#58705 SILICONE STRUCTURAL —17/8"NOM. 7/8"NOM. ►{ 7/8"NOM. �{ 7/8"NOM. '.. POLYISOBUTYLENE 1/4"NOM. WITH DESICCANT 76 EXT.GLAS KODISPACE 5116"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB S 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 4SG TPS 1/8"A GLASS 1/8"T GLASS 3/16"A_GLASS 3/16"_T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR INT.GLASS 76-79 76-79 76-79 76-79 . HOT-MELT BUTYL srRSILICONE GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 FOAM 3116"NOM. _ WITH DESICCANT SUPER —�-{ 7/8"NOM. 7/8"IN M. —�{ 7/8"NOM. -� �j 718"NOM. + EXT.GLASS 77 SPACER®NXTT"° 5/16" H/H SG 5/16" H/H SG 5116" H/H SG 7/16"A/A SG 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE WT. GLASS, 1/8"T GLASS _ 3/16"A_GLASS 3116"T GLASS 1/8"T GLASS ALUMINUM a EXTERIOR a EXTERIOR a EXTERIOR - a EXTERIOR REINFORCEMENT - 76-79 76-79 76-79 - 76-79 '; 5/16"NOM. BUTYL& DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM EXT.GLASS 78 DURASEAL® _ ?_ SPACER 1/2"NOM.GLASS 718"NOMf. -+— —►{ 718"'NOM, + 76-79 BITE TYP. 72 74 7/16"A/A SG 7/16"A/A SG INT.GLASS GLASS TYPES 5,7,11 &15 - EXTERIOR 1/4"AIR SPACE 1/4"AIR SPACE ' MAY NOT BE USED IN THE 28 3/16"A GLASS 3/16"T GLASS • HVHZABOVE 30'. POLYISO- FINT.GLASS NT FILL AREA BUTYSEN L5/16"NOM. 29 �( 76 �]EXTERIOR a EXTERIOR GLASS TYPES 10-12&14-16 - LICONE SEAL 29 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL - ROLL-FORMED RMED i 76.7s 7s-7s FIN FRAMES STAINLESS STEE 79 XL EDGE 33 ❑��� PRODUCT REVISED EXT.GLASSO SPACER GLASS TYPE 15 GLASS TYPE 16 Building complying the Florida ? 0 0 1 1 I!t 1 NOA-No. 17-0411.08 ��� N 7, Revised By: Date., / Revision: Expiration Date 09/24/2020 %• .� ANY LY A( ., J R OJ/27/1 7 NO CHANGES THIS SHEET. �. ,� •.-' y10EN@F'.•�� BY __......--- TYP. GLAZING DETAIL Q ;' _(n� Revised By: Dote: Revision: I'Alaml Product control No. 58705 "A"-ANNEALED = - = ® Description., Drown By.• Part# Description Material "H' HEAT STRENGTHENED '� ' --- 1g (J;; GLAZING DETAILS J ROSOWSKI "T"=TEMPERED '� S 9 (u 76 Rom eeriing 4SG TPS Spacer System 'PVB"= 090"TROSIFOL®PVB BY KURARAY AMERICA,INC. %®,(. A E O (V 1070 TECHNOLOGY DRIVE s 7itfe: Date: 77 Quanex Super Spacer nXi with Hot Melt Butyl See this "SG"_ .090"SENTRYGLAs®INTERLAYER BY KURARAY i •'•F76RIDP.. \�� N.VENICE,FL 34275 sheet�r AMERICA,INC. (s41}aeo-lsoo HORIZONTAL ROLLER WINDOW - LM 05/15/15 78 Quanex Duraseai Spacer Materials 7/ ANAL1 x�� COPYMGHT02017PGT INDusTalls,iNC. 79 Cardinal XL Edge Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, A./LYNNIt�ILLERt P.E. ALL RIGHTS RESERVED Series/Model: Scale: Sheet: Drawing No. Rav: REFERENCE TEST REPORTS:FTL-8717,8968&8970 SHEET2. P.E.#58705 CERT.OF AUTH•#29296 HR-5510 NTS 50F 18 MD-HR5510-01 B TABLE 5; Index to All Design Pressure and Anchor Quantity Tables Config Max. Max. Glass Reinf. Design Pressure Anchor Quantify TABLE 6: TABLE 7: Width Height Type Leal Glass Types Design Pressure(lbse) Glass Types Design Pressure(lbslft2) 5-e for XO or OX Windows 5-8 forXO or OX Windows 54" 1 6 6 1t 19 54" 2 7 6 18 1 9 Reinf. Level R1 All Buck Heights up to 54" Reinf. Level R2 All Buck Heights up to 54' }O 75" 63" 5-8 3 8 7 19 10 or U 4 11 8 21 11 All Buck VVl +501-50 All Buck Widths +651-70 OX 72" 6-8 4 10 8 20 10 up to 75" up to 75" 10-12 4 12 8 22 it 11 i 75 75 14-16 4 12 8 22 14 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 5-8 3 9 7 23 12 120" 63, 5&6 4 13 8 24 13 XOX 7&8 4 1 14 6 25 14 1,W„ 6T 10-12 4 15 8 26 15 n 14-16 4 16 8 27 16 ❑ HEADER — ❑ HEADER �❑ DUI ( �— 4"MAX.O.C. U SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH O 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT 7,-ANBCI--IOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT CLUSTER DETAIL FRAME TYPES& FRAME TYPES& CONFIGURATIONS) Q 21 CONFIGURATIONS) 21 4"MAX.O.C. —►I r— 1 EXTERIOR SILL EXTERIOR 774-ANCHOR STER DETAIL SASH WIDTH SASH WIDTH MEETING RAIL 0 0 MEETING RAIL 4"MAX.O.C. a El ❑� o 0 24 0 � 25 21 21 0 { h I� 21 21 JAMB EXTERIOR I h I JAMB EXTERIOR F7- 4" NCHOR o PRODUCT REVISED USTER DETAIL eu dglCodeWlth the Florida NOTES: NOA-No. 17-0411.08 1)USE THESE TABLESFOR ALL WINDOWSINSTALLED THROUGH THE FRAME OR Expiration Dake 09/24/2020 \X , NyRevised By: Data:INTEGRALFIN. " .M �/ JR 03/27/17 CORRECTED TABLE 5. By 8"MAX.O.C. 2)FRAME DIMENSIONS ARE BUCKWIDTHAND `� � • %,kGENSF' /� i MIN.O.C. i - F By i-Da roduct Control BUCK HEIGHT(SHEETS 3-4).SASH SIZE 1S AS Q'; •, Revised DY: Date: Revision: PER THE FIGURE. = , NO.58705 3)FOR SIZE$NOT SHOWN,ROUND 11P TO THE - �-_ - NEXTAVAILABLEWIDTHORHEIGHT 0 Description: Draw" t3y: DIMENSION SHOWN ON THE TABLE. �13 -era 'I,q a'_ DESIGN PRESSURE TABLES J ROSOWSKI 2-ANCHOR 4 N/4-1/2-1/4"AND"1/3-1/3-1/3"INDICATE THAT ? tt (V` THOSE STANDARD SASH CONFIGURATIONS ��.,C� STATE O !V 1070 TECHNOLOGY DRIVE Date: CLUSTER DETAIL - FALL WITHIN THE SASH WIDTH RANGE IN THE ���•''F.tOM0?.••-G\�� N.VENICE,FL 34275 Title: ADJACENT COLUMN. "CUSTOM" CONF CURATES /'vas/ONAL E��x�\ (941�0-1601 HORIZONTAL ROLLER - LM 05/15/15 COPYRIGHT02017PGTSERVINDUSTRIES,INC. !I I flit 1� ALL RIGHTS RESERVED Series/Model.• Scole: Sheet: Drawing Na, Rev: FALL WITHIN THE RANGE. A.LYNN MILLER,P.E. HR-551 O NTS - 6 OF 18 M D-HR5510-01 B P.E.#58705 CERT.OF AUTH.M296 TABLE 8: Glass Types Design Pressure(Ibste) 5-8 forXO or OX Windows Point Level R3 All Buck Heights up to 63" All Buck Widths HEADER up to 75" +50(-50 SEE TABLE 19 FOR ANCHORAGE p TABLE 9: Glass Types Design Pressure(Ibse)for XOX 22 5-8 Sash Sash Width Windows Reins Level Configuration Range(in) window Buck Height SASH R3 48' 54" 63" HEIGHT 35-114" %3 f f 11-391 -11.391 +50.0 -50.0 +500 -50.D +50,0 i -50.0 W, %r%s-'-'/3 12.308-12.308 +50.0 ! -%0 +50.0 -50.0 +6E1, 22 45-1fS" '/a-%f 11.391 -13397 +50.0 ! -50.0 +50.0 -50.G +51&398-14,683 +50.0 -50.0 +500 -5G.0 +5 1t391 -12,297 +%0 I -50.0 +50.0 -50.0 +50.0 � -500 47-314" 'l3%% 12.298-15.556 +500 I -50.0 +So.o -So.o +5a.a -50.0 EXTERIOR (J�a SILL Custom 11.391 -12.016 +50.0 I -50.0 +50.0 -50.0 +50.0 I -50.0�LJ .� 52-11 %%%8" 12.017-13.397 +50.0 -50.0 +50.0 -5G.0 +50.0 -50.0 13.398- 17.016 +50.0 -500 +50.0 S00 +50.0 50.0 3 Custom 11391 -13_397 +50.0 -50.0 +50-0 -50.0 +50.0 50D m SASH WIDTH - -3°0 60" %%z Y, 13.398 -15.360 +50,0 -50.0 +50.0 50.0 +50.0 50.0 -% 15,361 -19-WI +50.0 -50.0 +50.0 50.0 +50,0 -50.0 Q a Custom 11.391 -13.397 +50-0 i -500 +50.0 -50.0 +50.0 I 50.0 O❑ o MEETING RAIL 75" %% 13.398- 19.110 +50.0 -50.0 +500 -50.0 +50.0 ' -500 O o 0 25 '/-%% 19 111 -24 641 +50.0 -50.0 +50.0 .50.0 +50.0 -50.0 Custom 18.360-19.397 +50.0 ! -50.0 +50.0 -50.0 +49.1' -49.1' ❑�� 22 22 96" '/m-%z-'/< 19.398-24.360 +50.0 ! -50.0 +50.0 -50.0 +50.0 -500 u JAMB EXTERIOR o Custom 24.361 -30.360 +50.0 ; -50.0 +50.0 -50.0 +50.0 -500 n o 0 v 120" %%y% -30.360 +50.0i -50.0 +50.0 50.0 +49.T I -49.1' `+50/-50 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& Building Code CONFIGURATIONS) will !I 1 Tr NOA-No. 17-0411.08 - X ON /V/4v - ivy Revised By: Date: Revision: Expiration Date09/2412020 •'y`lC JR 03127/17 NO CHANGES THISSHEET. B Revised By: Data: Revisions Miami-Dad roduet Control No.58705 '.. 9 � Description: Drawn By. '• � �; DESIGN PRESSURE TABLES J ROSOWSKI NOTES: %QT ' Ste' O 444 1070 TECHNOLOGY DRIVE 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. %� -•."4ORIDP,.•' ���� N.VENICE,FL 34275 Title:2)FRAME Date: 3)FOR SIZES NOTISONS ARE BUCK WIDTH AND BUCK HEIGHT HOWN,ROUND UP TO THE NEXT AVAILABLSEE SHEETS E WIDTH OR HEIGHT DIM.SASH EZE is ASPER THE NSION SHOWN ONIGURE.THE TABLE. iwSs�®IVAL E,� \\ (� � ®6z0o07 RGr NDusmEs, Na HORIZONTAL ROLLER - LM 05/15/15 4)"1/4-1/2-1/4"AND"1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH 111 i l I! I I ALL RlGRTS RESERveD Series/Model. Scale: Sheet: Drawing No. Rev: RANGE IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER,P.E. CERT.OF AUTH.#29296 H R-5510 NTS 7 OF 18 MD-HR5510-01 B THE RANGE. P.F.#58705 '.. TABLE 11: TABLE 12: TABLE 13: Glass Types Design Glass Types Design Pressure(Ibs/ft2)for Pressure(Ibs/ff)for Glass Types 5&s soot, Design Pressure(Ibslft2j for XOX Windows '. 5-g 10-12& 14-1fi TABLE 10: XO Or OX WindOWS XO Or OX Windows Configuration Width 2 Reinf. Level Window Buck Height Reinf. Level Window Buck Height Reinf.Level Range(in) Window Buck Height Glass Types Design Pressure(ihs/ft ) _ R4 36" 48" 54" BY 6-8 R4 48" 54" 63" R4 54" 63" 7b" forXOOrOXWindoWs 25-112" +65.01 -70.6 +65.0 -700 +650 . -700 25-1/2" +65.0 -110.0 +g5.p -110-0 +55.0 -110-p Custom 1.391 -73.397 +650 -70.0 +65.0 -70.0 +65.0 -76.0 +65.0 65.3 Reinf.Level R4 All Buck Heights up to 77 .� £ 60"' %%% 13.398-15.360 +65.0 .70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 t 28" +650 1 -70.0 +65.0 -70.0 +65.0 �70.0 a 28" +65-0 1 -110.0 +65.0 ; -110.0 +65.0 1 -110.0 36" +650 1 -70.0 +65.0 -70.0 +65,0 -70.0 36" +65.0 j -110.0 +65.0 ; -110.0 +65-0 1 -110,0 '/3�-Ys 15.367 -19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 All buck Widths r v +50/-50 Custom 11.391 -13.397 +65.0 -70.0 +65.09.6 +63.3 63.3 +53.2 -53.2 up to 75" 42" +65.0 -70.0 +65,0 -70.0 +65.0 .7 ..0 m 42" +55.0 1 -110.0 +65,0 i -110.0 +65.0 ' -110.0 m 48" +65.0 -70.0 +65D -70.0 +65.0 -70.0 i; 4$ +650 -110.0 +65-0 ! -t 10.0 +65.0 j -t100 m 75" �' 13.398-19.110 +65.0 -70.0 +65.D -70.0 +65.0 56.5 +56.2 -56.2 SEE TABLE 20 FOR ANCHORAGE n %-/-A 19.111 -24.641 +65.0 -70.0 +66.0 -70.0 +65.0 -70.0 +65.0 -66.0 c 60" +65.0 -70.0 +65.0 -70.p +65.0 ! -70.0 60" +650 -110.0 +65.D ' -t10.p +65.0 -93.9 - 75" +65.0 -70.0 +65.0 -70,0 +64.3' I -64.3' 75' +65.0 -110.0 +65.0 -703.5 +65,0 •'• -80Q custom 18.36D-19.397 +65.0 -70.0 +59.9 59.9 +55.5 55.5 +49.1 -49.1 �i 96" %%% 19.398-24.360 +65.0 -70.0 +62.1 -62.1 +58,0 58,0 +50-3 50.3 *+65/-70 FOR GLASS TYPES 6-8 SEE TABLE 22 FOR ANCHORAGE SEE TABLE 21 FORANCHORAGE Custom 24.361 -30.360 +65.0 -70.0 +65A -70.0 +65.0 -67.3 +57.0 -57o TABLE 15: o ��''1 O 12(P %%% I ** -30,360 +65.0 1 -70.0 1 +59.9 1 59.9 1 +55.5 1 55.5 +49.1 -49.1 Glass Types Design Pressure(Ibs/ft2)forXOX CCU p 1� *" MIN.SASH SIZE= WINDOW WIDTH-5928 SEE TABLE 24 FOR ANCHORAGE Sash ---"""(((__JJJ HEADER 2 - 10.12 Sash Windows TABLE t4: Configuration Width Reinf. Level 9 Range(in) -Window Buck Height Glass Types - R4 46" 54" 63" 7&8 sash sash Design Pressure(Ibs/ttz)for XOX Windows Conti unction width Custom 11.391 -13.397 +65.0 -110.0 +65,0 -110.0 +65.0 -110,0 Reinf.Level g Range(in) Window Buck Height 13.398-15,360 +65.0 -110.0 +65.0 -110,0 +65.0 .110.0% R4 36" 48° 54" 63" -'-'/s-'/s 15.361 -19.641 +65.0 -110.0 +65.0 A 10.0 +65-0 -110.0 23 Custom 11.391 -13,397 +65.0 -70,0 +65 0 -70.0 +65,0 -70,0 +65.0 -70.0 t Custom 11.391 -t3.397 +65,0 -110.0 +65.0 -110.0 +65.0 -110.0 60" % % 13.398-15.360 +65,0 -70,0 +650 .70.0 +65.0 -70.0 +65,0 -70.0 75" %%% 13.398-19.110 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 SASH %%'/a 15.361 -19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -`70.0 - HEIGHT Custom 11.391 -13.397 +65.0 -70.0 +65.0 -70.0 +65-0 -70.0 +65.0 -70.0 !-%%s 19.111 -24.641 +65,0 -110.0 +65.0 -110,0 +65.0 -110.0 0 n 75" % % 13.398-19.110 +65.0 -70.0 +65.0 -70.0 +65A -70.0 +65.0 -70.0 3 Custom 17.641 -19.397 +65.0 -110.0 +65.0 -110.0 +65,0' -104.6' 23 m Y-Y 9,111 -24.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70,0 i v° 96" %-%% 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0* -109.5' o Custom 18.360-19,397 +65,0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0* .67.2' 5i Custom 24.361 -31.641 +65.0 -710.0 +65.0 -110.0 +65.0 -110.D ge. / 19.398'N 360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0* •68.8' %% 29.641 -32.51 S +65.0 -110.0 +650 -110.0 +65.0` -104.6- + 1p„ Custom 24.361 -30.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 �%% 32.516-39.641 +65.0 -1%0 +65.0 -110.0 +650 -1100 120^ i i •« _30.360 +65.0 -70.0 +65.0 -70A +65.0 70.0 +65.0* 57.2` - 140" Custom *` -39,641 +65,0 -110.0 +66.0 -110.0 +65.01- -104,6* EXTERIOR �❑ r1� SILL �-�-� - a ❑❑❑ *+651-70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE *+651-110 FOR GLASS TYPES 11 &12 SEE TABLE 26 FOR ANCHORAGE LJ WINDOW WIDTH-59.28 WINDOW WIDTH-60.72 0 ** MIN.SASH SIZE= 2 *"MIN.SASH SIZE= 2 TABLE 16: SASH WIDTH Glass Types Design Pressure(Ibs/ft2)for XOX �-� - 14-16 Sash SECTION DETAIL Sash Width Windows Q Reinf, Level Conliigumnan Range(in) Window Buck Height o o MEETING RAIL FOR WINDOWS WITH I R4 48" 54" 1 63" 0 LEVEL R4 REINFORCEMENT - Custom 11.391 -13.397 +65.0 -110.0 +55.0 -110.0 +65.0 -110.0 ❑ o 0 26 (REINFORCEMENTS SHOWN 60" %h% 13.398-16,360 +65.0 1 -imit +85,0 -11ol) +65.0 -110.0 �� - o IN FIGURES APPLY TO ALL - +65.0 -110.0 +65,0 -110,0 +65.0 -110.0 23 23 FRAME TYPES& %%a 15.361 -19.641 JAMB EXTERIOR CONFIGURATIONS) GLASS TYPES 10-12&14-16 i. S Custom 11.391 -13.397 +65,0 -110.0 +65.0 -110.0 +65,0 -109.3 n o o MAY NOT BE USED WITH PRODUCT REVISED III IIIp��"I J-CHANNEL OR INTEGRAL as complyingwith the Florida 5J 75' %-Y2-'/a 13.398-19.110 +65.0 -110.0 +65.0 -110.0 +65.0 -102.0 oLJL-J ® FIN FRAMES o 19.111 -24.641 +65.0 -110.0 +65.0 -110.0 +65.0 -W2.9 Building Code NOA-No. 17-0411.08 Custom 17.641 -19.397 +65.0 -110,0 +65.0 -110.0 +65.0 -97.4 1 I I I I t ' w NY LYA/N 77 Revised By: Date: Revision: Expiration Date 09/24/2020 f 96" %%% 19.398-24.360 +650 -110.0 +65.0 -110.0 +65.0 -92.0 X i F Q ..••• e' / NO CHANGES THIS SHEET. Custom 24.361 -31.641- +65.0 -110.0 +65.0 -110.0 +65.0 -88.4 \����•'•• 10EN ••'v'/� �� JR 03/27/17 By L Miami-D a Product Control 29.641 -32.515 +65.0 -1%0 +65.0 -109.8 +65.0 -84.3 - Q'f ',`!`'� Revised By: Date: Revision: 120^ Y = r No.56705 /- s- s 32.518-39.641 +65.0 -110.0 +fi5.0 -105.0 +65.0 50,8 140" Custom '+ -39.641 +65.0 -170.0 +650 -105.0 f,f - ® Description: Drawn Sr 'SEE TABLE 27 FORANCHORAGE �� '. 't,/C. q"�i q Q; DESIGN PRESSURE TABLES J ROSOWSKI NOTES: % Off'• STATE Olfr -• lV�: 1070 TECHNOLOGY DRIVE Title: Date: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. �(�` '•.F<ORipP,. \�� N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. i lss �l (941)-480-1600 HORIZONTAL ROLLER - LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��ii/ONAL �"Nivv\ 0oavrucino2aH S RESERVED sTwes,Inc. 4)-1/4-1/2-1/4"AND"1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYN�IMILLER,P.E. ALL RIGHTS RESERVEb Series/Modal: Scale: Sheet: Drawing No. Rev: IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. p.E.#58705 CERT.OFAUTH.#29296- HR-551 O NTS 8 OF 18 MD-HR5510-01 B = i TABLE 17' Glass Types Anchor Quantities for XO orOX Windows Max.Anchor O.C. Anchor Anchor 5 - 8 Spacing for"Integral. Group E Group F Sash 30" Height 36" Height 48" Height 54" Height 30"Height 36" Height 48" Height 54" Height Width n ,� s Fin" Installation 3,8^ 4^ Head E Head E Head E Head E Head E Head E Head E Head E Reinf. Level {in) & Sill & Sill & SiIE `_° & Sill & Sill & Sill & Sill & Sill W R1 GUIDE TO USING ANCHOR QUANTITY TABLES Anchor Group A Anchor Group C PRODUCT REVISED as complying with the Florida 25-1/2" 12.147FI+C2 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): Building Code NOA-No. 17-0411.0828" 13.397 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY36" 17.397 2 1+C2+1 3 1+C2+i 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3PERJAMBExpiration Date09/24/2020 By 42" 20.397 2 1+C2+1 3 1+C2+1 3 i+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+G2+i 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: Miami ee P oTION 48" 23-397 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 {2)ANCHORS AT(3)ANC THE EDSECENT _ +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS AT THE SASH m ADDED NOTE TO ANCHOR `$ TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. v 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 QTY.TABLES. Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 25-1/2" 12.147 1+C2+1 121 1+C2+1 3 1+C2+1 31 1+C2+1 3 1 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 z 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 ��SEE CLUSTER DETAILS,SHEET 6 UJ c6 naa 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 ---------- ---, W o f O o 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION, � � > m SHEET 1 0 0 a!°0 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 / O X / } r`o-- z Q' LO 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, — — 0 � SHEET 1 MEETING RAIL O m a^ F 75'. 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 O -j a o� REPEAT ANCHOR PATTERN AT SILL Z 0 C+ G SEE TABLE 6 FOR DESIGN PRESSURE S LLi r OO TABLE18: OOo ~ � FOR XOX WINDOWS: Lu ` J oMa Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY CD >{ > IM -.1 00 PER JAMB o 0- 5 -8 ¢ Sash 30" Heighi 36" Height 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height r z o LL LU Width Head ° Head E Head a Head Head Head n Head Head HEAD AND SILL ANCHOR QUANTITY: } -3 E E E E E E E E 1+C3+2+C3+1 4 F J Reinf Level {in} m m & Sill m m m m (1)ANCHOR O & Sill & $III & SIII & $Ill -� & $Ili & S111 & $Ill -� +A CLUSTER OF(3)ANCHORS CENTERED ATTHE MEETING RAIL <n R2 Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION N Z 7aayg +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Q J 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASH = Q z TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. I- 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 a y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o O O o SEE ELEVATION,SHEET 1 LO m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 U O � 0 48" 23.397 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 � SEE ELEVATION,SHEET 1 Q _ "C -_______ aRl1asa4 sar�ag 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 3 2+C2+2 3 2+C2+2 3 _ SEE ELEVATION, Y LYNN/ Anchor Group B Anchor Group D X O X SHEET1 \.� �f`rr,� 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE — ..•'�tcErvS�e '•.(�, ELEVATION, SHEET 1 SEE CLUSTER v 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. 5$705 DETAILS, 71i .• 36" 17.397 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEET5 REPEAT ANCHOR PATTERN AT SILL Co 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I iIf p i�` NOTES: S 'IiE OF 0 4$" 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 1)FRAME DIMENSIONS ARE BUCK WIDTH O� F ��: c AND BUCK HEIGHT SEE SHEETS 3-4. �i ZORIV .-- 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor Q.G. Anchor SASH SIZE IS AS PER THE FIGURES ON ��sss/® ��\�°� 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- Group F SHEETS 6-8. i,,I I I I I \\\,. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin" Installation 2)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 ON THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE. P.E.1158705 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5 $ Spacing for"Integral- Sash 30" Height 36" Height 48" Height 1 54" Height 1 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height Fin"Installation Width Head Head Head E Head ' Head n Head Head A Head a Head n Head a Reinf. Level (in) & Sill m & Sill m & Sill m & SiII m & Sill m & Sill 9 &Sill m & Sill m & Sill 1° &SiII m Anchor Anchor R3 ' ' ' Group E Group F Anchor Group A Anchor Group C 3.5" 4" PRODUCT REVISED as complying with the Florida 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 7+C2+1 4 1+C2+1 4 1+C2+1 4 Building Code NOA-No. 17-0411.08 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 1+G2+1 4 36" IT 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 B to 09/24/2020 Expiration Da Y ° y 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 Miami-Da Product Control 0 48" 23,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 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 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m OTY.TABLES.REMOVED 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 GLASsSFROM TABLE2o. Anchor Group B Anchor Group D LO 25-1/2" 12.147 1+C2+1 121 1+C2+1 3 1+C2+1 141 1+C2+1 4 1+C2+1 4 1+G2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 ED 28" 13.397 1+C2+1 2 1+C2+1 3 1+G2+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 � ^aa 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 > W CO o n O o 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 >> m O W 0 �a7°a � 3 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 } L z LU to v°O 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 Up n N ? _ 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 OLL N °J0 Q SEE TABLE 8 FOR DESIGN PRESSURE 2 Uj O L) TABLE 20: Hw- Z Co =U' ¢ J G �Mp Anchor Quantities for XO or OX Windows Max.Anchor O.C. o WW m J00 Glass Types " r 6.8 Sash ,� Spacing far integral- o z rn o � � � 30 Height 36"Height 48" Heighk 54" Height 63" Neight 72" Height 30"Height 39, Height 48"Height 54" Height 63" Height 72" Height Fin" Installation } Lt! Width Head 'n Head f Head -0 Head Head m Head a Head n Head -E Head " Head '" Head Head M h J Reinf. Level (in) E E E E E E E E E E E E Anchor Anchor J O R4 & Sill & Sill IM & Sill & Sill 4 & Sill & Sill IM & Sill & Sill &Sill -° & Sill & SiII & Silt Group E Group F N z � Anchor Group A Anchor Group C 3.2" 4" m Q J to 25-1/2" 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 C3 F- z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 ¢ Z -[DOS 36" 17.397 1+C2+1 21 1+C2+1 3 1+C2+1 41 1+C2+1 41 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 o p N CD N o 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 W U m 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 Q 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+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: 1)FRAME DIMENSIONS ap!1osap sauag 75" 36.897 2+C2+2 2 2+C2+2 3 2+G3+2 4 2+G3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+Z 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 ARE BUCK WIDTH AND Anchor Group B Anchor Group D BUCK HEIGHT(SEE \ NY LYN SHEETS 3-4).SASH SIZE IS ,. ...• N i 25-1/2" 12.147 1+C2+1 2 1+G2+1 3 7+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 f52+C2+2 C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON �y�� 'wIGENs� sC� s SHEETS 6-8. 15 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 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 C2+1 2 1+G2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT _= 1�°.587D5 SHOWN,ROUND UP TO = < :, _- '- •� 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE — pttH m WIDTH OR HEIGHT ^�'' i i 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 DIMENSION SHOWN ON �Jp� SATEDF 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 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 7HE TABLE. i�So' •�toRl9?.• '�\�� 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+G4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9 FOR A ' �� ®�NAL SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A.LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX,O.C.SPACING SHOWN ON THE ELEVATIONS. P.E.#58705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Sash Spacing for"Integral- Group F 30 Heigh+E � 6" Height 48" Height 54" Height 63" Height 30" Height 36' Height 48"Height 54" Height 63" Height Width Fin" Installation HeadeadIfl HeadIfl Head E Head Head E Head Head E Head Head 4 Reinf. Level (In) & SillSill & Sill & Sill & Sill & Sill & Sill & Sill & Sill & Sill R4 PRODUCT REVISED Anchor Group A Anchor Group C as complying with the Florida Building Code 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOA-No, 17-0411.08 � 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 4 Expiration Date0912412020 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By o Miami-Dad roduct Control 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 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDED NOTE TO ANCHOR OTY.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 _ 25-i/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 v r Y tYl t 3.397 1+C +1 2 1+G2+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 r r 28 1 2 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 > W o 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 0 o W alga j 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 N W -o v Sl 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 O coo a = Mo = 75" 36.897 2+G2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+G2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z u ccoo SEE TABLE 11 FOR DESIGN PRESSURE Lu r p 00 TABLE 22: Uj F d' C0 4 J 9M0 GLASS TYPES p W .� a CD J 00 Glass Types Anchor Quantities for XO or OX Windows 10-12&14-16 MAY r a Q ° 6! 10-12 & 14-16 Sash NOT BE USED o Z ° o }— (�' LL 30" Height 36" Height 48" Height 54" Height 63" Height 76" Height 30" Height 36" Height 48" Height 54" Height 63" Height 7fi" Height WITH J-CHANNEL W Width Head Head Head Head E Head E Head E Head E Head Head Head Head Head ® OR INTEGRAL (� J Reinf. Level & Sill 0 &Sill ° & Sill m & SiEI ° & Sill M & Sill f° & Sill m & Sill f0 & Sill N & Sill M &Sill M & Sill m Z O i Ys R4 - o as Anchor Group A Anchor Group C O Jco 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 5 Z 1+C3+1 5 Q � 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+G2+1 4 1+C3+1 5 1+C3+1 5 Q ry Z alo'S 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 0 0 LO m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5LO U .D_ 48" 1+C3+1 4 1+G4+1 5 1+C4+1 5 Q 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 77C = c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 1 apil osa4 sauag NOTES: 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+G4+2 5 2+C4+2 5 1)FRAME DIMENSIONS ARE BUCK WIDTH AND Anchor Group B Anchor Group D BUCK HEIGHT(SEE 4 1+C2+1 5 1+C3+ 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+G2+1 5 1+C3+1 5 SHEETS 3-a).SASH SIZE IS r'LIGEN$�'•,�� i s AS PER THE FIGURES ON •��� ?� :5 28" 13.397 1+G2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 21 1+C2+.1 31 1+C2+1 41 1+C2+1 41 1+C3+1 51 1+C3+1 5 SHEETS6-8. _ 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 21 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT 0 ' �gf _ 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+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 SHOWN,ROUND UP TO m THE NEXT AVAILABLE � ®�•,• SA �U � 48" 23.397 1+C2+1 2 1+C2+1 3 1+G3+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 i ,e� �[ORIOP`.-•' C c DIMENSION,SHOWN ON i``6S �\ �� 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+G2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THE TABLE. f�7/SZQA/AL tO � j 75" 36.897 11 2+C2+2 1 21 2+G2+2 131 2+C3+2 141 2+C4+2 141 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)BEESHEET9FQRA SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A-LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. P.E.#58705 l TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 5-8 Sash 24"Hai ht 30" Hei ht 36"Height 48"Height 54" Height 63"Height 24" Height 30" Hei ht 36" Hei ht 48" Height 64"Height 63"Height Sash 9 9 0 19 9 9 9 9 9 9 9 9 Configuration Width a a a a a .n m a .c a a a Reinf. Leeef Range(in) Head&Sill m Head&Sill Head&Sig Head&Sill Head&Sil! E Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill R3 -� -� -� Anchor Group A Anchor Group C PRODUCT REVISED 35-114" %%% 11.391 -11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 as complying with the Florida Building Code 38" %a-%% 12.308-12.308 1+C2+0+C2+1 2 1+C2+O+c2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 t+C2+O+C2+1 4 NOA-No. 1 7-0411.08 - Y Y, 45-1/8" 11-391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2t0+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 Expiration Date 09/24/2020 -Y, 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+G2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 t+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 473/4'• '/a Y'/a 11,391 -12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+CZ+1 4 Miami-Dad Control 11298-15.558 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 t+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391 -12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+G2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 z m ADDED NOTE TO ANCHOR e6 52-1/8" J j y4 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+G2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 QTY.TABLES. x %%% 13,398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+7 4 1+C2+0+C2+1 2 1+C2+p+C2+t 2 1tC2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2t0+C2+1 4 m Custom 11.391 -13.397 1+C2+1+C2+1 2 i+C2+i+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 _ 0 W % % 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 t+C2+1+C2+1 4 1+C2+t+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+t 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 c �s-%% 15,361 -19.641 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 — IS7 -naa vi r r Custom 11.391 -13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 t+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 ; ofo to O CD 75" 'Y4-%-'y4 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+C2t2tC2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 m> O O O Y% 19.111 -24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1tC2+1+C2+1 4 t+C2+1+C2+1 4 } Z N a1O� �/ Lo LO 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 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 0 C\I W 7 (� 96" %%-''/a 19.398-24.360 1+C2+3+C2+1 2 1+G2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 7+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3tC2+1 2 1+02+3+G2+1 2 1+C2+3+C2+1 3 1+G2+3+C2+1 4 1 1+G2+3+C2+1 4 1+C2+3+C2+1 4 m a F- ,(g Custom 24.361 -X360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C3+2+C3+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+M1 4 1+C2+2+C2+1 4 ZO u- ry 0of uMo�p 120" %'yz-'y4 ** -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 t+C2+3+C2+1 4 1 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3tC2+1 2 1+C2+3+C2+1 2 1+C2+3+C2tl 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Anchor Group 8 Anchor Group D W Z ¢ u j '� ON t J 3MO 35-114" %-'/a% 11.391 -11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 ^ j y Ib 00 38" %-%% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 z 00 W LL 11.391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 W p _ 45-118" Y-%% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2tl 4 t+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 t+C2+0+C2+1 4 1+C2+0+C2+1 4 -1 CV T -% 11.391 -12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+i 3 1+C2+1+02+1 4 1+C2+1+02+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+02+1 4 1+C2+1+C2+1 4 O N Z 0 laayg 47-3/4" N Q U) 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 # Q Custom 11.391 -12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 F 0 1.— Z ' s a oa 52-1/8" %-'-'/z-''/4 12,017-13.397 1+G2+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 1tC2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+G2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ¢ W Z 15 Y CD %%% 11396-IT016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 7+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 p N Custom 11391 -13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 21+C2+1+C2+1 3 1+C2+1+C2+1 4 t+C2+1+C2+1 4 1+ +1+02+1 4 1C2+1+C2+1 1+ . C2 + 2 C2+1+C2+1 2 1+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 = m r U `oo t 0 60' 'Yo-%% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 I+C2tl+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 U Z c %%% 15.361 -19.641 1+C2+0+G2+1 2 1+C2+O+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 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+C2+0+C2+1 4 agll asap sal�ag 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+C2t1.4 1+G2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 i 75" %-%y4 113.398-19.110 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+02+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 41 5NY LYrVN -% 19.111 -24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+i 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 �� diQ,. Custom 1$.360-19.397 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2t3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+i 4 ttC2+3+C2+1 4 � .•• L4GENSE••/l� i r0.12 %-%-% %398-24.360 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 No. 58705 custom 24.361 -30.360 1+C2+2+C2+1 2 1+C2+2+C2+t 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+2tC2+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%%:-'% *" -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 -- � 0 : w SEE TABLE 9 FOR DESIGN PRESSURE ��® $TA E�bIF WINDOW WIDTH-5928 NOTES: ��%• tORIDP.••'• �` "MIN.SASH SIZE= i R Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). '/ /s O �G ` Group E Group F SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. �/�/ N Spacing for "Integral- 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 7!//Na11 t 1 t1 Fin" Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 2.9" �n 4)"1/4.1/2-IM' AND"1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,RE. IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, R E.#58705 TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 5&6 Sash Sash 24" Height 30"Height 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48"Height 54" Height 63" Height Configuration Width a a a a a a a a a a a a Reinf. Level Range (in) Head& Sill E Head&Sill Head&Sill Head&Sill Wead&Sill E Head&Slli E Head &Sill 2 Head &Sill E Head&Sill Head&Sill E Head&Sill E Head &Sill R4 PRODUCT REVISED Anchor Group A Anchor Group C as complying with the Florida 35-1/4" %%Y3 11.391 -11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Building Code 38" %-'/a% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 NOA-No. 1 7-0411.08 %f j 11.391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Expiration Date 09/24/2020 45-1/8" 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 �a-%% 13.398-14.E83 By %%% 11.391 -12.297 1+C2+1+C2+1 2 t+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 Miami- ad roduct Control 47-3/4" 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 12,298-15.558 '-'"- Custom 11,391 -12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1 1+C2+1+G2+1 4 1+C2+1+C2+1 4 m t v 52-1/8° f-/z-/n 12.017-13.397 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+t+C2+1 4 1+C2+1+C2+1 4 ¢ 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 on Custom 11391 -13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 � '.. m Y m a 60" %a-%-'% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+G2+1+C2+1 4 1+C2+1+C2+1 4 z a c %%% 15.361 -19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+G2+0+C2+1 4 w r a Custom 11.391 -13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 j W o LID O CD O 75" %%-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 0_ : > 00 0 Cl a#np -%-'/s 19.111 -24.641 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t+C2+1+C2+1 4 } n Z N � Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 c~0 Q.' '.... 96" 'a' - 4 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 41 O a �e = �2 f O J O 3 um ou0 Custom 24,361 -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+G2+2+C2+1 4 1+C2+2+02+1 4 Z u- C> ❑ 0 120" '/a-YZ-Y4 *" -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 t+C2+3+C2+1 4 (Zj V o 1- � W Anchor Group B Anchor Group D H Z IT c0 OMo o Lu ^ m —I o0 35-1/4" %%% 11.391 -11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+O+C2+1 4 t+C2+0+C2+1 4 1+C2+0+02+1 4 t+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 I,, Q 00 38" %%% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Z O I— ly - 45-1/8" '/a-'/z-3A 11.391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 >- J O %%% 13.398-14.683 1+C2+O+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+0+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 0 47-3/4" Y4-Yx-Y4 11.391 - 12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 f+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+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 N Z Q' #aa9S -%% 12.298 -15.558 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 # : J 1-- Custom 11.391 -12.016 g1+C-2+O+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+02+1 4 1+C2+1+C2+1 4 F ( Z a 52-1/8" %-f% 12.017-13.397 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 Q Z along ''.. 0 CD -Ya 13.398-17.016 1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 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+O+C2+1 4 t+C2+0+C2+1 4 1+C2+O+C2+1 4Custom 11.391 - 13.397 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+CZ+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 (� 060" %%% 13.398-15.360 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 4Z%%% 15.361 -19.641 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+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 1+C2+O+C2+1 4 1+C2+0+C2+1 4 ¢ al#!1 'osa0 saueg Custom 11 391 -13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" %%-'/a 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+C2+2+C2+1 4 0 Y LYnI/y 19.111724.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+G2+1+C2+1 4 1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 +C2+1+C2+1 2 1+C2+1+C2+1 -2 1+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 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+7 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 I+C2+3+C2+1 4 1+C2+3+C2+1 4 ��• ' 410ENgF /(� 96" Y%-'/c 19.398-24.360 1+G2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 No.58705 � Custom 24.361 -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+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+i 4 1+C2+2+C2+1 4 120" Y Yx f ** -30.360 1+C2+3+C2+1 2 1+C2+3+C2+t 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+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 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE - O p E y 1 WINDOW WIDTH-59.28 .C� OF MIN.SASH SIZE= 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). i '�s Fj GRID f" .•' �� Max. Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. .• '. Spacing for"Integral_ GfOUP F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. S�ONAL 00\\ p g 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin" Installation 4" 4)"1/4-1/2-1/4"AND 1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 I TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN, ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Gies s Types Anchor Quantities for XOX Windows 7&8 Sash Sash 24"Height 30"Height 36"Height 98"Height 54" Height 63"Height 24"Height 30"Height 36"Height 48"Haight 54"Height 63" Height Width n m .o n a a n a a n Configuration Range m E E Head& Sill E Head& Sill E Head&Sill E Head&Sill E Head &Sill E Head &Sill E Head&Sill E Head &Sill E Head&Sill E Head& Sill E Reinf. Level 9 � ) Head& Sill � Head& Sill m � m � � � � � � m m R4 i � � � PRODUCT REVISED Anchor Group A Anchor Group C as complying with the Florida 35-114" %%-%s 11391 -11391 4+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 4+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Building Code t t 1+ + + + + + + + + NOA-No. 17-0411.08 38" /-/-/� 123tl8-1230g C2 0+C2 1 2 1 C2 0 C2 1 2 4 C2 0 C2 i 3 1 C2 0 C2 1 4 1 C2+0+C2 9 4 1 C2+0+C2+t A r t t 11.391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 4+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+0*C2+1 4 Expiration Date 09/24/2020 45-116' /a-/x-/a �,.... 13.398-1d.683 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+0+C2+1 4 1+C2+O+C2+1 4 By .-�„L__ - t t t t+C2+1+C2+1 2 3 C2 1 C2 1 2 1+C2 4 C2 1 3 1 C2 1 C2 1 4 t C2 1 C2 1 4 1 C2t1 C2+1 4 Miami-Da Product Control -/z-/ N.391 -12297 + + + + + + + + + + + + + + + + + 47-3l4" %%% 12.298-15.558 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 4+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391 -12.016 t+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 t+C2+1+C2+4 4 m ADDED NOTE TO ANCHOR t - t 12.097-13397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+i*C2+1 3 1+C2+1+C2+1 4 t*C2+1+C2+1 4 1+C2+1+C2+1 4 QTY.TABLES. a 52-1/8" / t/z-/ % % 13,398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391 -13.397 Not Allowed t+C2+1+C2+1 2 4+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 t+C2+1+C2+1 4 1+C2+1+C2+1 4 tq Re m a 60" t %-/a t 13 398-15.360 t+C2+1+C2+1 2 1+-C2+1+C2+1 2 1*C2+1+C2+1 3 4+C2+1+C2+1 4 1+C2+1+C2+1 4 4+C2+1+C2+1 4 z f:n /c- z Lti7 � '^ab c y-%3- 3% 15361 -19,641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 3 Custom 11.39i -13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 j N D O O t t t 1+C2+2+C2+1 2 1+C2+2+G2+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 > > O 75" /-/z-/y 13398-19.110 D of al°p of LO t -t - t 19.111 -24.641 4+C2+1+C2+1 2 1+G2+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+G2+1 4 �.. r 0 � Custom 18360-19,397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 c7 of '.. 96" %%z-'/a 19.398-24360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 4+C2+3+C2+1 3 i+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+03+1 4 0 _j 00 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+t 4 Z 10 Custom 2436# -30.360 = LLI r tr 7 a t t .+ - 1*C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 t+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 W C0 6 ~ Q W N 120" /a-/-/n -30360 Anchor Group6 Anchor Group H- Z J _j smo ILL> J00 35-1f4" %%%3 11.391 -11.391 i+C2+0+C2+1 2 t+C2+0+C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+t 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 t+C2+0+C2+1 4 1+C2+0+C2+1 4 r- � .d a Q 38" � t ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � Z -/-/x 12308-12308 1 C2 0 C2 1 2 1 C2 0 C2 1 2 1*C2+0+C2*t 3 t+C2+0+C2+1 4 1+C2+6+C2+1 4 1*G2+0+C2+1 9 1 C2 0 C2 1 2 1 C2 0 C2 9 2 1 C2 0 C2 1 3 1 C2 0 C2 1 4 1 C2 0 C2 1 4 4 C2 0 C2 1 4 0 � F— 0f W t -t -/t 11,391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+G2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2*0+C2+1 4 1+C2+0+C2+1 4 J o 45-118" J �} 13398-1460 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+C2t0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 H r %% 11.391 -12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 4+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 t+C2+1+C2+1 4 © N z (If 7aayg 47-3/4" t '/ 12298-15.558 1+C2+0+C2+1 2 i+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+o+C2+1 4 1+C2+0+C2+1 4 t+C2+0+C2+1 2 1+G2+0+C2+1 2 1+C2+6+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 -U �- 3- 3 Custom 11391 -12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+t+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+# 4 Clz s Z ai°ss -- i5 �52-1/8" %%-% 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+G2+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+i+C2+1 4 1+C2+1+C2+1 4 Q + + + + + + + + + + + + + + + + + + + + + + + + + 0 O 13.398-17.046 1 C2 0 C2 1 2 1 C2 O C2+1 2 1 C2+0+C2+) 3 1 C2 0 C2 t 4 1+C2+0+C2+1 4 1 G2 0 C2 9 4 1 C2 0 C2 1 2 1 C2 0 C2 t 2 1 C2 0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O Q N u Custom 11.391 -13.397 t+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+G2+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 � (� (L` to m w 0 60" t t t 43.398-15360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+i 3 i+C2+1+C2+4 4 1+C2+1+C2+1 4 t+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+£2+1+C2+1 4 1+C2+'€+C2+1 4 a Q -/-1 c %-%% 15,361 -19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+i 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+02.0+C2+1 3 1+C2+0+C2+1 4 1+G2+O+C2+1 4 1+C2+0+G2+1 4 apil ssap sauag Custom 11.391 -13397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+G2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2+1 3 t+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" %y% 13398-19.110 1+C2+2+C2+t 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 i+C3+2+C3+1 4 t+G2+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 i+C2+2+C2+1 4 ``11111 t1111lr / %% 19A 11 -24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 7+C2*1+C2+1 d gI+C2+l+C2-1 1+C3+1+C3+1 4 1+C2+1*C2+1 2 1+C2+t+C2+1 2 1+C2+4+C2+1 3 1+C2+i+C2+1 4 1+C2+1*C2*1 4LI+C-2+3+C2+1 4 ��� ONYI-YNt/Custom 18.360-19397 1+C2+3+C2+t 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 i+C3+3+G3+1 4 1*C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+13 1+C2+3+C2+1 4 1+C2+3+C2+1 4 4%%z-% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+12 1+C2+3+C2+i 2 1+C2+3+C2+13 1+C2+3+C2+1 4 1+C2+3+C2+1 4 4+ + + + + + + 2 C2 1 2 1 C2 2 C2 No. 58705Custom 24361 -30.360 1 C2 2 C2 1 2 f C2 2 C2+1 2 1+C2+2+C2+t 3 4+C?+2+C2+1 4 9+C3+2+C3+1 4 1+C2*2+C2+1 2 1+C2+ + + + + + +t 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 4 = ams _-30360 1+C2+3+C2+1 2 1+C2+3+G2+1 2 1+C2+3+C2+7 3 1+C2+3+C2+1 4 4 1+C3+3+C3+1 4 1+C2+3+G2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+t 4 4 WINDOW WIDTH-59.28 _ SEE TABLE 14 FOR DESIGN PRESSURE ��� `? � 4_ MIN.SASH SIZE- NOTES: ,n '. STATE bF 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 /�s` F<0 10P-. ��\ FIGURES ON SHEETS 6-& / w, Spacing for"Integral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ///��ONRL S;\G \\ 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. 1/1 f l I 114 Fin Installation 3.7" 4)"1/4-1/2-1/4"AND"1/3-1/3-1/3"INDICATE THAT THOSE STANDARDSASH CONFIGURATIONS FALL WITHIN THE SASHWIDTH RANGE A.LYNN MILLER,PE- IN THE ADJACENT COLUMN. "CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#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 torXOX Windows 10-12 Sash Sash 24"Height 30" Haight 36" Height 1 48"Height 54"Height 63"Height 24"Height 1 30"Height 1 36"Height 1 48"Height 54"Height 63"Height Configuration Width a a a 9 n a a a a a a a Reinf. Level Range(in) Head&SIII Head&Sill Head&Sill Head&Sill m Head&Silt Head&Siil Head&Sill E Head& Sill E Head&Sill E Head&Sill -EfO, Head&Sill El Head&Sill E R4 Anchor Group A - Anchor Group C 35-1/4" Ya%Ys 11.391 -11.391 I+C2+0+C2+1 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 PRODUCT REVISED 38" %%% 12,308-12.308 C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+i 4 1+C2+0+C2+1 4 f+C2+0+C2+1 4 as complying with the Florida Building Code -%% 11.391 -13.397 C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 NOA-No. 17.0411.08 45-1/8 z 13 + C2+1 2 1+C2+0+C2+1 2 1+C2+D+G2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 Expiration Date 09/24/2020 /a-/ /s i3.398-14.683 -'/z y4 11.391 -12.297 C2+1 2 i+C2+G+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 47-3/4" 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 By Ys-Yn 12.296-15.558 Miami-D Product Control Custom 11.391 -12.016 C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+G3+0+C3+1 4 t+C3+0+C3+1 4 52-1/8" %%/ 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+0+1 4 1+C3+0+C3+i 4 1+C3+O+C3+1 4 a Ya-Y,% 13.398-i7.046 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 m ADDED NOTE TO ANCHOR s Custom 111.391 -13.397 1+C2+2+C2+1 2 t+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 x QTY.TABLES. m 60" %%1/e 1"98-15.360 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 i+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 3 %%-Y3 15.361 -19.641 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 L(') o �e InCustom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+03+3+C3+1 4 E U) >n ^a 75" '%%-'% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 7+C3+3+q+1 4 1+C3+3+C3+1 4 4+C4+3+C4+1 4 Lu ` %% 19.111 -24.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+G+C3+1 3 1+C3+0+C3+1 4 t+C4+0+C4+i 4 1+C4+0+C4+1 4 � o Q O Custom 17,641 -19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 i+C3+4+C3+1 4 1+03+4+C3+1 4 1+C4+4+C4+1 4 0� j ® O 0 O ai°0 961, '/a-'/z-Y. 19.398-24.360 1+C2+3+C2+1 2 t+C2+3+C2+3 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 t+C3+4+C3+1 4 1+C4+4+C4+1 4 } n ZOf LO 24.361 -31.641 1+C2+2+C2+1 2 2+C2+2+C2+2i2 2+02+2+C2+2 3 2+C3+3+G3+2 4 2+C3+3+C3+2 4 2+C4+3+C4+2 41 C9 w F- � (L' 7 %%% 29.641 -32.515 2+C2+3+C2+2 2 2+C2+3+C2+21 2 2+C2+3+C2+2 3 2+C3+4+C342 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 M a F 1(e = 120" %%% 32.516 -39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 O LL 0 N (D uu,o�G 149" Custom « -39.641 - 2+C2+3+C2+2 2 2+02+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+04+4+C4+2 4 2+C4+4+04+ q S W © � o Anchor Group B Anchor Group D W U Z co � C W ON 35-1/4" %Y% 11.391 -11.391 1+C2+0+C2+1 2 1+C2+0+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+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 4 ~o LUkla m J 900 L r of 38" Ya%% 12.308-12.308 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+G2+1 q 1+C2+p+C2+1 4 1+C2+O+C2+i 4 o Z v O - 11.391 -13.397 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+p+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C2+O+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 O V- '/a 45-118" W Yr% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+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 1+C2+0+C2+1 4 1+C3+O+C3+1 4 J Yi% 11.391 -12.297 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 E"' r 47-3/4" y f 12.298-15.558 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+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 1+C3+OtC3+1 4 1+C3+0+C3+1 4 ® Z laayg Custom 11.391 -12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Q t- 52-1/6" %-%% 12.017 -13,397 i+C2+0+C2+1 2 1+C2+G+C2+1 2 1+C2+0+C2+i 3 t+C3+0+C3+1 4 t+C3+o+C3+1 4 1+C3+O+C3+1r2+C2+2+C2+2 C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 F ♦- Z - - Y% 13.398 -17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+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+C3+0+C3+1 4 1+C3+0+C3+1 4 Z m Custom 11.391 •13.397 1+C2+2+C2+4 2 t+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 +C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+i 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 O 0 O m LID 60" 'f-%-'/a 13.398-15.360 1+C2+2+C2+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 q 1+G3+2+C3+1 4 1+C3+2+C3+1C2+t+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 q 1+C3+1+C3+1 4 (? (Z' LID o Ys%% t5.36t -19.641 i+C2+p+C2+1 2 1+C2+p+C2+1 2 1+C2+0+C2+i 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+iC2+p+C2+t 2 t+C2+0+G2+1 2 i+G2+0+C2+1 3 i+C3+p+C3+1 4 1+C3+p+C3+1 4 i+C4+0+C4+i 4 U z '... c Custom 11.391 -13.397 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+C3+3+C3+1 4 1+C3+3+G3+1C2+2+C2+1 2 1+C2+2+C2+4 2 i+G2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 _ 75" %-%x-1/a 13.398 -19.110 1+C2+2+C2+1 2 i+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 +C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+03+1 4 1+C4+2+C4+1 4 a17!1 'asaQ saua.5 %%% 19,111 -24,641 1+C2+0+C2+1 2 1+C2+O+C2+4 2 1+C3+0+C3+1 3 1+C3+O+G3+1 4 i+C4+O+04+1 4 1+C4+0+C4+1 +C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 Custom 17.641 -19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 +C2+3+C2+1 2 1+C2+3+02+1 2 I+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 \��� �Q�Y.LYNN� 96" t1/a--''/x% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 +C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 i+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1�C1�,•'' LICENSE /�� %%% 24.361 -31.644 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C4+3+C4+2C2+2+C2+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 7+C3+2+C3+1 4 1+C3+2+C3+i 4 1+C4+2+C4+1 4 -Yz% 29.641 -32,515 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 _ No. 587p5 -_ 129' - - Y3%% 32.516 -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 Z+G4+4+C4+2 4 2+C5+4+C5+2C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 - -4 - 14p" Custom -39,647 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+CS+4+CS+2C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 STA Eip •.t`✓�� NOTES: SEE TABLE 15 FOR DESIGN PRESSURE 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). %��1 '•F��RIDP..•' N GLASS TYPES 10-12&14-16 "MIN.SASH SIZE=WINDOW WIDTH-60.72 2)H SIZES NOT SIZE IS AS PER THE FIGURES OUND UON SHEETS 6-8.P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TALE. //, 7®NAL MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)"1/4-1/2-1/4"AND"1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. • FIN FRAMES IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Gass Types Anchor Quantities for XOX Windows 14-16 Sash 24"Height 30"Height 36' Height 48" Hei ht 54"Height 63"Height 24"Height 36"Height 36"Height 48"Height 54"Hei ht 63"Height Sash 9 9 9 9 9 9 9 9 9 9 Configuration Width Q a a a a a a Reint Level Range(in} Haad&Sill ' Head&Sill Head&Sill Head&SIII Head&Sill ' Head&Sill Head&Sill Head&SIII ' Head&Sill ' Bead&Sill ' Head&Sill Head&Sill R4 Anchor Group A Anchor Group C 35-114, Y-yss-% 11.391 -11.391 11+C2+0+C2+1 +C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 PRODUCT REVISED 38" Ys-'-'%-Y3 12.308 -12.308 +C2+O+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+C3+0+C3+1 4 as complying with the Florida Building Code 11.391 -13.397 +C2+0+C2+1 2 1+G2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 NOA-No. 17-0411.08 45-1/8" s +C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 /s-/-/s 13.398 -14.683 Expiration Date 09/24/2020 11.391 -12297 +C2+0+C2+1 2 1+C2+o+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 47.314" - %s-% 12.298-15.558 +C2+0+C2+1 2 1+C2+O+C2+1 2 1+CZ+0+£2+1 3 t+C3+O+C3+i 4 1+C3+0+C3+1 4 1+C3+O+C3+i 4 By Miami-Dad roduct Control Custom 11.391 -12,016 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 52-1/8" %-%% 12,017 -13,397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 a %s%% 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+0+G4+1 4 m ADDED NOTE TO ANCHOR m Custom 111,391 -13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 QTY,TABLES. m 60" %Y,-% 13.398 -15.360 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 t+C4+2+C4+1 4 + 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+Cato+C4+1 4 1+C4+O+C4+1 4 1+C5+O+G5+1 4 -/s-/s 15.361 -19.641 U L0 � m c Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 z (p na 75" %%% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 + + + 1+C2+0+C2+1 2 1+C3+0+C3+1 2 7+C3+o+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+O+C5+1 4 W C1 Ln 0 O Custom 17.641 -19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+04+4+04+1 4 1+C4+4+C4+1 4 > O r- 96" %%x--Y4 19.398 -24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+4+04+1 4 1+C4+4+G4+1 4 1+C4+3+C4+1 4 } n z y a1o4 L0 %%%s 124.361 -31.641 1+02+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+1 4 (9 cN a ' LD 7 1Y 120" /n-Y2-Y4 29.641 -32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+G4+2 4 2+C4+3+C4+2 4 O Cl) a .ig %%% 32516 .39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+ 4 2+C4+3+C4+2 4 O LL N 0 OM11°'D 140" Custom •39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 21 2+C2+3+C2+ 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2 LLI Ou U U CS f (/3 Anchor Group B Anchor Group D W Z 0 ¢ LU ON 11.391 -11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 ~ LU if o J J 'JPnO y m 00 381, -- Yss-Y Y3 12.308 -12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 p 'a' o- Q -Y, 11.391 .13,397 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C3+0+C3+1 q 1+C3+0+C3+1 4 1+C4+0+C4+1 4 ` z O ~ LL 45-1l8" >- J -'-'/s-'-'/s 13.398 .14.663 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+f 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+D+C2+7 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 J 47-314" a-y,-y4 11.391 -12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 t+C3+0+C3+1 4 1+C4+0+C4+1 4 1- as %s h% 12.298 -15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 ® N < a ds Custom 11.391 -12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 Z) Q I- 52-1/8" %%z--% 12017 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+£3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+G3+1 4 1+C4+0+C4+1 4 1+G4+0+C4+1 4 d (- Z %-Y 13.398 -17.016 1+C2+0+C2+1 2 1+G2+D+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+0+G4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 7+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+C4+0+C4+1 4 ¢ Q-' � Ys m Custom 11.391 .13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 O 0 d I b m' 60" %/-'/a 13.398 -15.360 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+G4+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C4+1+C4+1 4 E U W Lo o %%% 15.361 -19.641 1+C2+0+C2+1 2 1+C2+0+G2+1 2 1+C3+O+C3+1 3 1+C4+0+G4+1 4 1+C4+O+C4+1 4 1+C5+O+CS+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+CS+0+C5+1 4 V Z Q c � Custom 41.391 -13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+G3+3+C3+7 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+G2+2+C2+1 2 1+C2+2+G2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 75" ''%--'/:% 13,398 -19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+04+3+04+1 4 1+C2+2+C2+1 2 7+C2+2+C2+7 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 a111 >Sao saues %s-%% 19.111 -24,641 1+C2+O+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+CS+O+CS+1 4 1+C5+0+C5+1 4 1+C2+0+02+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+CS+O+C5+1 4 \Ill II// Custom 17.641 -19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+4+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 \\��`���igY,LY/V/V i 9fi" Y%% 19.398.24.360 1+C2+3+C2+1 2 7+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C4+4+C4+1 4 1+G4+4+C4+1 4 1+G4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 �1 VIGENSF• %%-% 24.361 -31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+1 4 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 P 29.641 -32.515 2+C2+3+C2+2 2 2+C2+3+G2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+04+2 4 2+C4+4+C4+2 4 2+G2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 ! NO.58705 � 120 %-%-Y3 32.516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+CA+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C4+2+C4+2 4 = iJ? 140" Custom "• -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+G4+2 4 2+G2+3+C2+2, 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 7;�I�� NOTES: SEE TABLE 16 FOR DESIGN PRESSURE %op STATE OF 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). %�S ' �,�ORIDP •'• �5,�� WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8, /p GLASS TYPES 1D-12&14-16 "MIN.SASH SIZE= 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH ORHEIGHT DIMENSION SHOWN ON THE TABLE. �/7 /VAL MAY NOT BE USED WITH 2 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. /I j I 1 f 111111 J-CHANNEL OR INTEGRAL 4)"1/4-1/2-1/4"AND"1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. FIN FRAMES IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 TABLE 28: Bill Of Material 3.500" 3,500" 3.500" 3.500" # Part III Description Material 062" 062" 062" 062" 1 620121 Frame Head, Sill and Jambs-Flange k6063T6 2 620122 Frame Head, Sill and Jambs -Flange 3 620123 Frame Head, Sill and Jambs -Fin Li 4 620124 Frame Head, Sill and Jambs-Equal Leg C �❑ 2.445" mll� 2.445" � 2.445"13 620172 An#i-Lift Insert/Trim Cover 14 620131 Fixed Meeting Rail ❑a� ❑❑� ❑❑❑ 15 620158 Track Insert 6 At 16 620129 Sash Rail(Sides, Top& Bottom) o O o o O o O 17 620166 Monorail 15 AI .625" J-CHANNEL .625" II�IIf FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620156 Pull Rail Interlock 6 AI 11.375' O FRAME HEAD,SILL O2 HEAD, MBSSILL& 1'375 O JAMBS & O JAMBSSILL& 20 620144 Pull Rail Inte ock Cover } 21 620150 Light Sash Reinforcement 6 Al 22 620151 Standard Sash Reinforcement 6 AI 872" . 1.6411, 23 620162 HD Sash Reinforcement 6 AI24 fi20153 Standard Meeting Ra l Reinforcement 5 AI 1.507^ 437" �o 25 620154 HD Meeting Rail Reinforcement 6005 T5 At - 1.630 I 2.1D0 -► 2.176" 26 620155 H.D. Horiz. Roller MeetingRail Reinforcement 6005 T5 Al065" 1.375" .772" LE 1.020" 27 71OX114PPA #10 x 1-1/4" PH. PH SDS (Monorail Screw) 410 SS .590" .471" 28 61644 Weatherstrip, .18T'x .270" Fin Pile 065" I .0601, `- 070" .050" 29 61719 Weatherstrip, .187"x 220" Poly Pile 1.231.' 1.000" LIFT RAIL LIFT RAIL ANTLIFT } FIXED TRACK 30 #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 41O SS 13 &TRAM COVERRT 14 MEETING RAIL 15 INSERT16 SASH RAIL 19 INTERLOCK 20 INTERLOCK COVER 31 78X112PPA #8 x 3-1/2" Ph. PH EMS (Fixed Meeting Rail Screw) 41O SS 32 71669SP Meeting Rail Screw Support Plate 6063 T5 Al 33 720210 Weep Hole Cover PVC 175 0° N '�'" � �� -►{ .316' 070" 1.1001, I 34 720187 Installation Screw Hole Plug PVC .864° .6so" 37 720197 Auto Lock G Steal .750" � ,754" .715" 715" I 38 720199 Sweep Lock Cast Zinc I T 39 720196 Auto Lock Cover AssemblyCast Zinc .025" -►j L185" .0s0^ T �'-ice-� A35" -►�I+-j I 40 #6 x 1-1/8' Ph. FH SDS (Auto and Sweep Lock Screw) SS LAMI IG ROLLED EXTRUDED LIGHT SASH STANDARD SASH 41 720200 Auto and Sweep Lock Keeper Cast Znc 72 BEADING 86 SCREEN FRAME 81 SCREEN FRAME 21 REINFORCEMENT 22 REINFORCEMENT 42 76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 43 7612FPTX #6 x 112" FPH Tek (Reinforcement Screw) SS .070" 1.182" 1.182" f-•t- .280" ." 44 Leadstile Top Comer Key Nylon 1.184' T-T070" 45 Leadstile Bottom Comer Key Nylon n ��► 0e4° 46 Lockstile Top Comer Key Nylon .070.' 791" ---Lfh1.036" 1.041" 1.041" SiSL_J 1.229" 47 Lockstile Bottom Comer Key Nylon 810 1 .130" .164" 074" 48 720204 Wheel NylonF!�� _f;� 1.340" -�-{ 1.340" 72 620135 Lami. I.G. Bead PVC HD SASH 24 STANDARD O HD MEETING O HD HR MEETING O PRODUCT REVISED 74 Backbeddng, GE 7700 or Dow 791 Silicone REINFORCEMENT MEETING RAIL 25 RAIL 26 RAIL 17 MONORAIL Building complying the Florida _ REINFORCEMENT REINFORCEMENT REINFORCEMENT NOA-No. 77-0411.08 75 71584/5 Setting Block (7/8"x 2"x 1/8"), 85+/-5 dum. EPDM 80 61011 Roll-formed Screen Alum w Revised Dyr Date: Revision: Expiration Date 9/24/2020 81 61012 Extruded Screen Frame Alum `� �o •„ NO CHANGES THISSHEEr. 82 Extruded Screen Spreader Bar Alum \v •'�CENT • >`! JR 03(27/17 By � 1�,• $F i Miami-Da -Product Control 83 47042W Screen Comer Key with Pull Ring PVC Revised t3y: Date, Revision: , 84 47041WICKGLB Screen Comer Key No Pull Ring PVC t No 58705 85 7CASPM Tension Spring SS - - p Description: Drawn By: a 86 61816C48 Screen Cloth Fiberglass •. 3) ' �� WINDOW EXTRUSIONS & BOM J ROSOWSKI 87 61635/61614 .140" Screen Spline(Machine/Hand Rolled) Vinyl ';�,R'-. 3 ATE ' �� 1o7o TECHNOLOGY DRIVE p (V. T t e: Data: �f�s•:��ORiDP_.•' ��`� (941�a soo 275 HORIZONTAL ROLLER - LM 05/15/15 r NOTES: /���/�o( NAL �\`G\` COPYRIG�02017P TJNDU T IEs,INC. Series/Model: Scale: Sheaf: pnrwing No. Rav: 1)17EMS#5-12, 18,35,36,49-71 &73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.Llt'IJN NNLL�R,P.E. 2)PVG BY ENERGI WINDOW AND DOOR PROFILES, LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. P.E.#58705 CERT.OFAUTH,#29296 HR-5510 NTS 17 OF 18 M D-HR5510-01 B �_ 11 16 SASI-I TABLE 29: ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH 44 DETAILS ® # I Part# Description Material 1 INTERIOR AND EXTERIOR FRAME WELDS 100 7MC7024 Multi-Point Lock Operator Cast Zinc 10 42 405 © 101 73340 Operator mounting Plate Steel 31 1 102 72015 Multipoint Lock Keeper Aluminum 103 720214 Multipoint Lock Guide Nylon SASH RAIL 32 EXTERIOR 46 ATTACHED TO 104 220217.221 Tie Bar(Length Varies) Stainless Steel (� 105 71O24X12HFX #10 x 112"HH MS Stainless Steel 1 10$ 78X1FPAX #8 x 1"Ph. FH SMS Stainless Stee[ 72 X4 107 78X75FPTX #8 x 34' Ph. FH SOS Stainless Steel 19RT 17 ATTACHED TO 103 30 FRAMEJAMB 27 1s EGRESSLOCK 37 DETAILS \' 40 (NOT TO SCALE 39 86 83 OR s4 42 104 87 d �"- OPT.AUTO LOCK 45 PRODUCT REVISED ®, 20 ATTACHED TO as complying with the Florida 'o I ' FRAMEJAMB Building Code 48 d 106 NOA-No. 17-0411.08 Expiration Date 09/24/2020 101 42 ® By 16 - Mianfl-77IProduct Control 14 707 82 Q OPT. 72 X 36 4 41 e 40 47 OPT.SWEEP LOCK ATTACHED TO 42 1 FRAME JAMB 80 OR 81 15 R) 1070 TECHNOLOGY DRIVE MITERED FRAME WITH ® N. VENICE, FL 34275 1 INTERIOR AND EXTERIOR FRAME WELDS 100 (941)-4$0-1600 u lIl CERT. OF AUTH. #29296 SCREEN NNO, O ( LY i Revised By. Date: Revision: ASSEMBLY ;` �N ""N�'Ij ``'; JR 03/27/17 NO CHANGES THIS SHEET, DETAILS `a . �tcENSF Revised By. Date: Revision: No 58705 O33 I � �} � w. � Description: Drown 8y: 83 OR 84 EXTERIOR FRAME '5t°t 7 • �� EXPLODED WINDOW VIEW J ROSOWSKI ASSEMBLY '��.te''.• ATE OF �� �� '•.;°<OR7DP•.•''. 'C��: Title: Date: 1)GLASS AND SOME PARTSlOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. DETAILS �. /w /O/�AL ��G,\`\ HORIZONTAL ROLLER - LM 05/15/15 ss fi 2)J-CHANNEL FRAME SHOWN, PART#1.OTHER FRAME TYPES APPLY. A.LYNN M ON " P.E. SeriseH R-L' Scale:-`�`T710 NT S 180E 18 MD-I"'IRrJ51()-()1 B Sheet: Drawing Na. Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E.#58705 I-IR