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HomeMy WebLinkAboutProduct Approval Elle Copy M IAM IDADE MIAMI—DADE COUNTY,FLORIDA �����PROODUCT CONTROL SECTION 0 ESQ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC ^ 0 treet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION DED C T!4M.i )315-2599 NOTICE OF ACCEPTANCE OA a e. ov/econom PGT Industries,Inc. ' / ?,k 1070 Technology Drive. BOCC q1G 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"FD-5555"Outswing PVC French Door w/&w/o Sidelite and Transom—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-555.1 Rev D, titled "Vinyl French Door and SLT/ TR", sheets 1 through 12 of 12, dated 05/07/13 and last revised on 04/20/20, 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, 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 No. 18-1108.03 and consists of this page 1 and evidence pages E-1,E-2,E-3,E-4, E-5 and 6,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MIAMFDADE COUNTY RECEIVED NOA No.20-0427.05 • • ��`G L ,1,)-Y--RECEIVED Date: January 23,2024 SEP 2 4'2020 Approval Date: September 03,2020 perplitting Department Page 1 St.Lucie CouOv PGT Industries,Inc.'.' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. ' Evid'ence submitted under previous NOA A. DRAWINGS' 1 Manu aturer sdie drawings and sections. (Submitted under NOA No. 13-0815.03) 2. Drawing No. MD-555.1, titled"Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, signed and sealed.by Anthony Lynn Miller,P.E. B. TESTS 1. 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 a Series FD-5570/FD- 2770 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8717, dated 11/16/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0126.04) 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 marke&up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-8716, dated 11/12/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0126.04) 3. 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.Series FD-5555/FD- 7700 PVC fixed sidelite,prepared by Fenestration Testing Laboratory, Inc.;Test Report No. FTL-8715, dated 11/05/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0126.04) Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.18-1108.03 Expiration Date: January 23,2024 Approval Date: September 03,2020 E-I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 along with marked-up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A.Naya, Jr.,P.E. (Submitted under NOA No. 13-0815.03) 5. 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 an outswing Rigid PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A.Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 6. 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 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A.Naya, Jr.,P.E. (Submitted under NOA No. 13-0815.03) 7. 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 Rigid PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A.Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.05 Expiration Date: January 23,2024 Approval Date: September 03,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NOA No. 15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NOA No. 15-0409.03) 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors"dated 01/23/14, expiring on 01/23/19. (Submitted under NOA No. 15-0409.03) 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under NOA No. 15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 12/29/11, expiring on 12/29/16. (Submitted under previous NOA No. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen—Pass,ASTM E 2190 I.G.Durability-No Fog-Pass. (Submitted under NOA No. 13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs.(Submitted under NOA No. 13-0815.03) 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program.(Submitted under NOA No. 13-081 s nzI i st,_G7 I. L/,qn_), Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.05 Expiration Date: January 23,2024 Approval Date: September 03,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6m Edition(2017), dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/28/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A.Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) G. OTHERS 1. Notice of Acceptance No. 17-0504.05, issued to PGT Industries, Inc. for their Series "FD-5555" Outswing PVC French Door w/& w/o Sidelite and Transom - L.M.I., approved on 12/14/17 and expiring on 01/23/19. 2. New Evidence Submitted A. DRAWINGS 1. Drawing No. MD-555.1 Rev D, titled"Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13 and last revised on 04/20/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)FTL-20- 2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal)FTL-20- 2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal)and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 71h Edition (2020), dated 04/20/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04,-09,-12 and -16. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.05 Expiration Date: January 23,2024 Approval Date: September 03,2020 E-4 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their "Trosifol® Ultraclear,Clear,and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09/30/24. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non-White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 12/29/21. 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft'-'F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen Pass,ASTM E 2190 I.G. Durability-No Fog-Pass. (Submitted under previous NOA No. 15-0409.05) 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs.(Submitted under NOA No. 15-0409.05). 7. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 15-0409.05) 8. Vision Extrusions, Ltd.Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 15-0409.05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non-white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/04/21. 11. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non-white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/04/21. 12. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc, for their series "White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/23. 13. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their "Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/25. 1. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.05 Expiration Date: January 23,2024 Approval Date: September 03,2020 E-5 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 71h Edition (2020), dated 04/20/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated 04/18/20, signed and sealed by Anthony Lynn Miller,P.E. 3. Letter of lab compliance, part of the above test reports. G. OTHERS 1. This NOA revises NOA# 18-1108.03 and updates to FBC 2020 (7th Edition), expiring 01/23/24. 2. RER Test proposals#19-1155 dated 01/10/20 approved by Ishaq 1. Chanda,P.E. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.05 Expiration Date: January 23,2024 Approval Date: September 03,2020 E-6 SERIES FD-5555, DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT,VINYL,REINFORCED,OUTWANG VARIES, RATED FOR LARGE&SMALL FRENCH DOOR&SIDELITE/TRANSOM(SLTrrR) SEE SHEETS 4&5 MISSILE IMPACT RESISTANCE TABLE 1: 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE Group Anchor Substrate Min.Edge Min. HIGH VELOCITY HURRICANE ZONE(HVHZ). Distance Embedment Concrete(min.2.85 ksi) 1" 1-3/8°"Ultracon 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3/16Ungrouted CMU,(ASTM G90) 1" 1-114" 3)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED A 3/16"Ultrecon+ Concrete(min.3 ksi) 1-1/8" 1-3/4" PRODUCT REVISED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF NORMAL WEIGHTAND OF Ungrouted CMU,(ASTM CS0) 1" 1-114" as complying wlOr the Florida COMPRESSIVE STRENGTH OF MIN.1.9 KSI AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. ullding ado P.T.PTSoutham Pine(SG=0.55) 112' 1-318' NOA-No. 20.0427.05 #10 Steel SMS(G5) Aluminum,6063-T5' 5116' 0.063° 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE #10 410 S.S.SMS Expiration Date:01/231202A CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED #10 18-8 S.S.SMS Steel,A36' 5116" 0.063' By:— "—z AS ZX ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS y �'^-`• (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE Steel Stud,A653 Gr.33' 5118" 0.063° MIamLDade Product Control STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD. P.T.Southern Pine(SG=0.55) 1/2' 1-3/86 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUTAT 3.4 KSI MIN.PER ASTM B 3118"Ultmcon Grouted CMU,(ASTM G90) 2-112" 2-114" C1107,(DONE BY OTHERS).MAX.114"SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT Concrete(min.2.85 ksi) 1" 1-318" c1 D)UPDATED TO FBC 2020, TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS P.T.Southern Pine(SG=0.55) 1/2" 1.318" A REVISED ANCHOR TYPE TABLE. REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH3116'Ullracon+ Ungrouted CMU,(ASTM CSO) 2-112" 1-114" AK-4/9/20 THE FBC' Concrete(min.3 ksi) 1-118" 1-3/4" 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO 1/4"Ullracon Ungrouled CMU,(ASTM G90) 2-112" 1-114" ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 1/4"U tmmn+ Ungrouled CMU,(ASTM C-90) 1-1116" 1-114° ❑ EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF P.T.Southam Pine(SG=0.55) 9116" 1718" LU rn C0 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. #12 Steel SMS(G5) Y Aluminum,6063-T5' 3/8" 0.071" #12 410 S.S.SMS ❑ 7)MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMSSteel,A36' 3/8" 0.071" rn ayog #12 18-8 S.S.SMS Y r O W CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED Steel Stud,A653 Gr.33• 318" 0.071"(14 Ga) ON THEM BY THE DOOR,SIDELRE OR TRANSOM. P.T.Southem Pine(SG=0.55) 1" 1-3/8" ,J MO DESIGN PRESSURES: 1/4'Ultracon Grouted CMU,(ASTM C-90) 2-112' 1-3/4' Z LL- 8) m W A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSISAND GLASS PER ASTM E1300. Concrete(min.2.85 ksi) 1" 1-318' =LLj xg B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM C P.T.Southern Pine(SG=0.55) 1. 0 W C)m Of -N E1300. 114"Ultracon+ Grouted CMU,(ASTM G90) 1-1/8• 1-314" F-W C 0M0 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. O H Concrete(min.3 ksi) 1-1/4° 1-318" r`>�. 9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN Concrete(min.3.35 ksi)410 S.S. 1" 1-3/4" Z co ' CreteFlex ❑ LL PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS 1/4Ungrouled CMU,(ASTM G90) 2-1/2' 1-1/4' Z O USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL P.T.Southern Pine(SG=0.55) 1" 1-3/8" Q '-- MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. 114"18.8 S.S.Aggre-Gator Concrete(min.3.27 ksi) 1-112' 1-3/8" Of O raayS 10)ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSIONS, Ungrouled CMU,(ASTM C-90) 4' 1-1/4" ® O LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 1/4"Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-3/8" ❑ W F- D 1/4"Ultra on Concrete(min.3 ksi) 2-112" 1-3/8" o = F— Z 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 114"410 S.S.CreteFlex Concrete(min.3.35 kap 2-1/2" 1-314" 1= W Z e10', 12)REFERENCES: 1)•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Of J TEST REPORTS:FTL-7339,7371,8715,8716&8717 2)UNGROUTED CMU VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, r—n LL rn NOA'S:ELCO ULTRACON,DEWALT ULTRACON+,DEWALT CRETEFLEX&DEWALTAGGREGATOR ANCHOR NONS, ENERGI FENESTRATION 3)ANY ANCHOR FROM THE ABOVE TABLE IS ACCEPTABLE TO BE USED ALONG A DOORJAMB, w } Z L? SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC REGARDLESS OF ANCHOR GROUP CHOSEN. cc Z lU Cl NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA 4)SEE ANCHOR/SUBSTRATE MATERIAL PROPERTIES ON SHEET 11 FOR Fy&Fu. 7 U apt •�sa0 seuas 13)THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. TABLE 2: Type Descdptlon Where Used: 1 1-3116"Lami.IG(1/8"T-11116"Air-1/8"ANN-.09D"PVB-1/8"ANN) Door ` ��t. GUIDE TO SHEETS: 2 1-3116"Lami.IG(3116"T-5/8"Air-118"ANN-,D90'PVB-118"ANN) Door \ 'ICL `r GENERAL NOTES...........................1 Q: '•.':0 3 1-3116"Lam].IG(1l8"T-9116"Air-3116"ANN-.09(Y'SG-3116"ANN) Sidelite/Transom ELEVATIONS...................................2 _it Ido.58705 _ GLAZING DETAILS..........................3 CODES/STANDARDS USED: 4 1-3116'Lami.IG(3116"T-1/2"Air-3/16"ANN-.090"SO-3/16"ANN) Sidelite/Transom _ „ DESIGN PRESSURES.....................4-5 •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION 5 1-3/16"Lami.IG(118"T-9116"Air-3/16"ANN-.09D"PVB-3116"ANN) Sideliterfransom = _ ANCHORS........................................4-6 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 6 17/16"Lami.IG(3116"T-1/2"Air-3116"ANN-.090'PVB-3/16"ANN) Sidelilerrransom l 2 J fl _ INSTALLATION................................7-9 ASTM E1300-09 7 7/18"Lem].(3/16"ANN-.090"PVB-3/16"ANN) Door/Sidelile/Transom Q^ S TE O .�` EXTRUSION PROFILES..................10 •ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION "ANN"=ANNEALED %�: '•.'cLCR10I, . PARTS LIST.....................................11-12 •ALUMINUM DESIGN MANUAL,ADM-2015 "T'=TEMPERED ��`SS �G CORNER DETAILS..........................11 •AISI 5100-16 "PVB"=.09D"TROSIFOL®PVB INTERLAYER BY KURARAY AMERICA,INC. ��/ r0NAU HARDWARE DETAILS.....................12 •AISC 360-16 "SG"=.090"SENTRYGLASS INTERLAYER BY KURARAY AMERICA,INC. // SEE SHEET 3 FOR SPACER INFORMATION. A.LYNN MILLER,P.E. P.E.058705 EXAMPLE CONFIGURATIONS 40" 40"MULL M ULL I 1° AX. 37-9/16° _ ° MAX. LAB (38.79' _I 76°MAX. ►{ P. M { M MAK 38-314" 38-3ft°- T11,MULL SIfMAX. 'll fff++�--- WIDTH PRODUCT REVISED s eomphrIng with the Florida Ulldl.. ode / 96" / / OA No. 20 0427.05 MAX. Expiration Date:01123/2024 93-7/8" HEIGHT MAX.SLAB (ALL DOOR _Is�••�HEIGHT CONFIGS.) amF•Dade'Produet Control `\ `\ `\ •\ •\ o D)NO CHANGES THIS SHEET. \ •\ \ / '\ '•\ :s AK-419!20 TYP.DOOR SLAB X XX OX(SHOWN)OR XIOOIXIO m ❑ (IDE STILES AND WIDE RAILSSTILES AND WIDE RAILS (NARROW STILES AND WIDE w c- 758 SHOWN ON SIDELITES) RAILS SHOWN ON SIDELffESI 30.8 FTa MAX. 30.8 FP MAX. uCi DETAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM 40 MAX. 38-314" �n rSHEET TABLE 8 8 9,SHEET 5 TABLE 8 8 9,SHEET 5 HORIZONTAL I•� MAX +I 0 CI aloe O MULLION I y W) LENGTH OJ O o 0 ❑ 40" 40° Z U-co 76"MAX. MAX. MAX. W U oop uao,p o 7YP,.–r-{I 98-7/8 106-1116° TYR I–Z t 9Mp —►{ 1'MULL(X2) I MAX. MAX. I� 1'MULL p LU DLO DLO Z V co 1 zQ Q N HEIGHT / HEIGHT 1"MULL m 0O 1aa45 / \ OR WIDTH OR WIDTH H 96"MAX. lL VE I / O U O MULLION Z LENGTH /, r W U along LL a u'ni J N \ / \ � W LL `\ ali!1 'asap rauag OIXXIO SINGLE O SINGLE O OIO(MAXIMUM OF 2 \ \,�\�1I 1 i I l i I1"/,� SDE STILES AND WIDE AND WIDE (IDE STILES AND WIDE AND WIDE (NARROW STILES AND NARROW MULLED SIDELITES) \� O�1Y LYNN,/ RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) SIDE STILES AND NARROW AND NARROW O/O WITH O/X WITH ; ..•' _1cENSF•.l���i NOTES: RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL Q' '•••'0 1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. MULLION MULLION = N0.58705 2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS PER THIS NOA – – 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MUWON TYPES,SEE SEPARATE NOA WIDE STILES AND (N j ARROW STILES _ WIDE RAILS SHOWN (N=OW -O 4)FRENCH DOOR MULLION IS LIMITED TO 96"IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. p 1Y ON SIDELITE 8 RAILS SHOWN ON Z D (V` 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. TRANSOM) TRANSOM) TE 0 6)ADDITIONAL CONFIGURATIONS USING THE 1"FRENCH DOOR MULLION ARE POSSIBLE USE THE ABOVE DRAWINGS AS %�(�` '•.F<ORIOP.. A REFERENCE FOR SIZE LIMITATIONS. i,SS. •••• ' c, TONAL A.LYNN MILLER,P.E. P.E#58705 GLAZING DETAILS GLASS STACK STLASS STACK '— --- CKGLASS STACK � 7116"LAMINATED GLASS STA � GLASS STACK SILICONE /8"ANNEALED GLASS /8"ANNEALED GLASS 3116"ANNEALED GLASS 11116"AIRSPACE .090"PV13 518"AIRSPACE 080"PVB 9116'AIRSPACE •090"SG STRUCTURAL 114"NOM. POLYISOBUTYLENE 1!8°TEMPERED GLASS 1/8"ANN ED GLASS 118"AN EALED GLASS 3116"A EALED GLASS WITH DESICCANT PRODUCT REVISED 3116"TEMPERED GLOSS 1/8"TEMPEREDGLASS KODISPACE as comp Ing with the Florida EXT.GLASS a7 Building Lode 14 EXT:41 14 4SG TPS NO/HNa. 20-0427.05 EXTERIOR O 11116' 11/16" EXTERIOR 11116" 3 GLASS BITE <:1 GLASS BITE 3 Q GLASS BITE F.1[plrotlon Data:01/23/2024 Dr•—Ice.-..z 1.:_a," 37 38 39 40 42 42 37 30 39 40 42 INT.GLASS Miami-Dade Product Control 41 41 21 D)NO CHANGES THIS SHEET. GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 HOT-MELT BUTYL AK-419120 STRUCTURAL USED IN DOOR ONLY USED IN DOOR ONLY TYP.WIDE FRAME GLAZING SILICONE DETAIL,NARROW FRAME SIMILAR FOAM 3/16"NOM. WITH ❑ 1-3/16"NOM. � 1-3/16"NOM. 1-3116"NOM. DESICCANT w r 'Aa8 GLASS STACK 17/16"LAMINATED GLASS STACK 7116"LAMINATED GLASS STACK 7116"LAMINATED SUPER EXT.GLASS 3B C Y GLASS STACK GLASS STACK GLASS STACK SPACER® ❑ ala0 Lo 3116"ANNEALED GLASS 3116"ANNEALED GLASS 3/16"ANNEALED GLASS NXTTM7 C7 w O tn 112"AIRSPACE 9116"AIRSPACE 1/2"AIRSPACE W u) .090"SG .090"PVB .090"PVB O 118"TEMPERED GLASS-,, J J O 0 ❑ 3116° EALED GLASS 3116"A EALED GLASS 3116'•AN EALED GLASS 3116"TEMPERED GLASS INT.GLASS Z LL co 3/16"TEMPERED GLASS =W d ,7g 14 EXTERIOR 14 EXTERIOR 14 W U pp uMo'0 .0N EXTERIOR 11116' 11116° 11116" ~o W 9M0 4 D GLASS BITE a 4 D GLASS BITE a Q GLASS BITE ALUMINUM C3� 3 REINFORCEMENT o Z r (((777 (((777 ❑ LL 37 38 39 40 J�� 37 38 39 40 J�O 37 38 39 40 42 z O 1 U 1 u 5/16"NOM. Q M dz az 41 BUTYL 8 � 41 41 DESICCANT O laayg GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 F& DURASEALO ® N ❑ J � EXT.GLASS 3g i0 = Q I-- TYP.NARROW FRAME GLAZING TYP.NARROW FRAME GLAZING TYP.WIDE FRAME GLAZING z U z DETAIL,WIDE FRAME SIMILAR. DETAIL,WIDE FRAME SIMILAR. DETAIL,NARROW FRAME SIMILAR SPACER z w aloas W ❑ 7116"LAMINATED LLL Z F-- "PVB"=.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. GLASS STACK INT.GLASS w } N LO "SG"=.090"SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC. ¢ 3116"ANNEALED GLASS Z J 0 .090"PVB O LL alyt •asap sauag 311 EALED GLASS POLYIS0. DESICCANT FILL AREA �`��NY LYNN/I/'%, z7 BUTYLENE 5/16"NOM. '�� 11116° SEAL P�,.• LICENSE'•,�1 / GLASS BITE SILICONE SEAL 3 ROLL-FORMED . No.58705 STAINLESS STEE EXTERIOR XL EDGE- " 45 46 EXT.GLASS 4o SPACER --0•'•. �T TE°Z `• �' GLASS TYPE 7 `<oRlor..• ��� USED IN DOOR,(SHOWN) AL,oN B SIDELITEnPMSOM REFERENCE TEST REPORTS:FTL-8717,8968&8970 INT.GLASS A LYNN MILLER,P.E. P.E.#58705 TABLE 8: Sldelite/Transom Design Pressure(+/-,psl)for Gass Types3 s 4 SIDELITE/TRANSOM INSTALLATION (0) Long Side(In) 63-3116 66518 68 70 72 76 1 78 1 82 84 1 88 92 96 1 98 104 108 111 24 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +J-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 28"O.C.MAX. 23-112"O.C.MAX. ' LU 28 +/-70 +/-70 +/-70 +/-70 +l-70 +1-70 +/-70 +170 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +170 +/-70 IF SHORT SIDE IS IF SHORT SIDE IS 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 40"OR LESS OVER 40" 36 +1-70 +/-70 +/-70 +J-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/70 +1-70 ------ ----- ------ PRODUCT REVISED 38314 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/70 +1-70 +/-70 +/-70 as comp Ing vAth the Florida ------------------- BuIlding ode 40 +/-70 +J-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 i 1 NOA-No. 20-0427.05 SEE TABLE 10, 42 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/70 +1-70 +/-69.6 +!•68.5 28"O.C.MAX.i i SHEET 6 FOR Expiration Date:01/2 312 0 2 4 44 +/-70 +l-70 +/-70 +/-70 +l-70 +/70 +/-70 +1-70 +1-70 +/-69.6 +1.68.6 +1$7.7 +/-67.3 IF LONG SIDE ISS i ANCHOR or. 1 4."� 46 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +1$9.4 +1$8.7 +1$7.6 +/-66.5 +!$5.6 40°OR LESS i i QUANTITY,SEE l - TABLE 1,SHEET 1 8fiaml-0ade Product Control rn 48 +/-70 +/-70 +l-70 +/-70 +/-70 +/-69.9 +1$9.1 +1$7.6 +/-67 +/-65.8 +/.64.7 i i i FOR ANCHOR t 50 +/-70 +/-70 +l-70 +/-70 +/-70 +/-68.4 +/-67.6 +/-68 +/-65.4 +/.64.1 i i i TYPE. m D)NO CHANGES THIS SHEET. 52 +/-70 +/-70 +1-70 +/-70 +/-69.1 +/-67.1 +/-66,2 +/-64,6 +1-63.9 � 64 +/-70 +/-70 +J-70 +/-69.2 468 +l-66.9 +!-65 +/-63.4 i i AK-41920 23-12'O.C.MAX. 56 +/-70 +l-70 +!$9.7 +/-68.3 +/-67.1 +!•64.9 +/-63.9 IF LONG SIDE IS 58 +/-70 +/-70 +/-69 +1$7.8 +/$6.3 +/-64 OVER 40" 60 +/-70 +1$9.6 +/-68.5 +1-67 +1-65.6 i LU 62 +/-70 +/-69.2 +!-68 +1$6.5 �� - 12"MAX.(LONG SIDE) 63.3/16 +/-70 +/$9.1 +J-67.9 +1-66.2 B•MAX, L___-____-_ ` 66-5/8 +1-69.1 +/-68.9 (SHORT SIDE) ------- p u7 ale0 (WIDE STILES AND WIDE 00•No• N LO RAILS SHOWN ON SIDELITES) 1 J o O p' tr Z U- Ld 0 2s TABLE 9: W Z 00 t °A1.0 .°N Sldelite/Transom Design Pressure,psrfor Glass Types5,687 ~o W`� F 0M0 28"O.C.MAX. 23-1/2"O.C.MAX. �> Long Side(in) o Z to IF SHORT SIDE IS {+-�- IF SHORT SIDE IS 633116 665/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 4)"OR LESS I OVER 40" Z LL O 24 +1.70 +/-70 +/-70 +1-70 +/-70 +/-70 +l-70 +/-70 +/-70 +l-70 +/-70 +l-70 +/70 +1-70 +1-70 +/-70 ------ -----J------(T Q U) 28 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +J-70 +l-70 N ------------------- O W la°4s 32 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 +J-70 +1-70 +/-70 +/-70 �- 1 ® ,Q1., O 0[ 36 +ti70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 i i SEE TABLE R N p � 28"O.C.MAX. i i SHEET 6 FOR z 2 N ~ 383/4 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/.69.9 +!$9 +1-68.3 +1$7.9 IF LONG SIDE IS i i i i ANCHOR O U � Z 40 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +J-70 +l-69.8 +/$9.3 +1-68.3 +!$7.4 +1$6.7 +/-66.3 40`OR LESS i QUANTITY,SEE of 42 +1-70 +/-70 +l-70 +/-70 +/-70 +!$9.5 +/$8.8 +1$7.8 +/$7 +1-66 +/$6.1 i TABLE 1,SHEET 1 D_ a T7 FOR ANCHOR N J (!) -n 5 44 +/-70 +/-70 +l-70 +1-70 +/-69.1 +/$7.5 +!•66.8 +/$5.6 +1-65 +1-64 I i i i i TYPE. w Y Fn T 0 46 +/-70 +/-70 +1$9.4 +!$8.4 +/$7.4 +/$5.8 +1$5.1 +/-63.8 +/$3.2 i i i i i Z W 0 48 +/-70 +/$8.8 +1-68 +1$6.9 +1$6 +!$4.3 +1-63.5 +/-62.2p 23-12"O.C.MAX. i i i and •°sap sues Lj 50 +1-69.9 +/-67.6 +/$6.6 +/$5.7 +/.64.7 +/$2.9 +1$2.1 IF LONG SIDE IS 52 +/$9 +1$6.6 +/$5.7 +1$4.8 +!$3.6 +/$1.7 OVER 40" i i i � \\\1111 t I I Ill,, 54 +1$8.3 +/$5.7 +1$4.8 +/$9.6 +/-82.6 L J \\\ �ONY LY/1//(1 58 +/.67.7 +/.85 +/$4.1 +/462.8 ___________________ 12-MAX(LONG SIDE) `�_•� LIGEN,S�' 58 +/-67.3 +/$ 64.5 +/$3 .5 I L-------------------J Q-; .;�C\�%60 +/$ No.587057 (SHORT SIDE) 7}�. 62 +1$6.9 (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) 633N6 +/$6.8 '0,�'•, S ATEB P,4ORION.N NOTES: 1)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SIDELITEITRANSOM OR MULLED ASSEMBLY. 2)SIDELITEITRANSOM MAYBE A SINGLE,STAND-ALONE UNIT. A LYNN MILLER,RE 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.a 58705 SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION (XX) 4^O.C.MIN., (0 10) (XIO,OIX,XIX,OIXIO,XIOIX,OIXXIO,ETC) SEE TABLE 4, ---- SEE MULLION CLUSTER --- SEE MULLION CLUSTER THIS SHEET, DETAIL BELOW DETAIL BELOW 4"MAX. 4"MAX Imo' ASTRAGAL FOR QUANTITY, r t 1' __C__LU_S_T_E_R___�SEETABLEI, ATTACH DOORS AND t' \``t pRODUCTREVISED r' SHEETI FOR SIDELITESTOTHE MAX. 9"MAX. MAX.. --- ----J TYPE as com I In avlth the Florida MULLION AS PER P lode Tf MAX. -� �`�f \i Dulldln ode THE INSTRUCTION f`\ NDA No. 20-0427.05 I I / i i / \ i OF THE INDIVIDUAL i I CENTERED I i I i DOOR OR SIDELITE I i •\ Expiration Data:01/2312024 BETWEEN / CENTERED I i �• ••\ I i i r I By: 1�-c..•? HINGES /� BETWEEN I I i i 96"MAX. SEE i / HINGES SEE i / / i TABLE 5: i i MULLION MIamFDade Product Control NOTE 1 i i 12"O.C. NOTE 1 i i i i i i i LENGTH IN i I VERTICAL MULLION I VERTICAL MAX.@ LOCK CENTERED I i I I DESIGN PRESSURE i i / APPLICATIONS CENTERED i i i I , I \ BETWEEN i i\ /i I I I I e D)ADDED ANCHOR GROUP A TO BETWEEN I I SEE I I +1-70.0 PSF HINGES \ HINGES i \ / I NOTE i i ,/ TABLES A&6. AK-419120 \••\ SIDELITE L 3SIDELITE SIDELITE L DOOR 10.112" 10.1 \• / J MAX. 9"MAX. MAX, � ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS j r2 '^aa ANCHOR REQUIREME--.T ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD SAME AS HEAD SAME AS HEAD --- ---------- MAX ------ p re fp MAX. MAX } a1c0 X XX,(USING ASTRAGAL) 6^ �1"MULLION 6" AX �1"MULLION OO NN rLO TABLE 4: 4"O.C.MIN.,' 6" `��4"O.C.MIN. 4"D.C.MIN.�I �1�4"O.C.MIN. OLLo g TABLE 3. r t r Z _c0 XX Door.Astragal Cluster AnchorsRequired i� i i r4" r X&XX Door.Design Pressure @ Head&Sill SEE TABLE 6, I SEE TABLE 6, (=j U ---- ( THIS SHEET, I ---- THIS SHEET, W Z 00 u'N°'0 ..NO +/50.0 PSF Glass Type 1 Door Widlh On) FOR ANCHOR \ FOR ANCHOR F-W *1-70.0 PSF Glass Types 2&7 48 60 72 76 SIDE- SIDE- r QUANTITY,SEE SIDE- \DOOR/ QUANTITY,SEE > J N D m D m D m \ LITE LITE/r TABLE 1,SHEET LITE TABLE 1,SHEET Z m U) V4 - t < v ¢ u L � 1 FOR TYPE FOR TYPE LLf aLa ` o O Q � c0 TABLE 80 4 4 4 5 4 5 4 4 Anchors Re4uired for Vertical Mullion(each mullion end) 0 W iaa45 FOR"OIXXID" 011 O 96 4 5 4 8 4 6 5 4 Door or Sidelile/Transom Width(in) AND SIMILAR ry O j fn 12 24 32 38-314 40 CONFIGURATIONS Z = 0) Z CONTAINING A o 4 V m m m DOUBLEDOOR f. Z TRANSOM-TO-DOOR(X/O)ORTRANSOM-TO-SIDELITE(O/O) Fln.) ¢ ¢ ❑ ¢ vo ¢ U ❑ ¢ U a W010=5 '°-g g' g g g g is g $ P S g$E 5' ( ),USE MULLION ATTACHMENT&INSTALLATIONaces S u ¢r1 a 1]a u a u a ¢e 2 2 a reo ONLY HALF OF v~i tl Z v`ni Door 80 WA 2 1 2 2 1 3 2 1 WA WA WA THE FRAME W } Uj ATTACH DOORS, _ __ SLTmx 1 2 1 2 2 1 3 2 1 3 2 1 WIDTH OF THE Z W 0' SIDELITES& Door WA 2 13 2 1 3 3 2 WA WA WA DOUBLE DOOR > 0 !L TRANSOMS TO THE 96 WHEN USING aglosa0 seuag SLT/IR 1 2 1 3 2 1 3 3 2 3 3 2 THIS TABLE. MULLION AS PER THE INSTRUCTION / i 1"MULLION III 1 1 1 1 1 11/j OF THE INDIVIDUAL TRANSQidI INSTRUCTIONS: SII /// PRODUCT ----�- _ i r - 6 ri HORIZONTAL 1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR \`` pNY,LYNN /,� ```� MAX. I MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH ��•'•I.1GEN,q• �//� APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3116"FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). Q�' F •-�(t`/ 1jq — I M1NnC" I ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR TWO(2)ANCHORS EXAMPLE,ON AN"XIO"CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE ;• N0.58705 _ TABLE 7: =(TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. HORIZONTAL MULLION "- _ MULLION END. l.(" DESIGN PRESSURE - NOTES: T� "Z 0 Z J; Q!` 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. S� E OP •� +/-70.0 PSF `' 2)MULLIONS SHOWN ARE STANDARD V FRENCH DOOR MULLIONS. 40"MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA i� s w\ \� TRANSOMS WIDER THAN 40"WILL REQUIRE ADDITIONAL 4)FRENCH THE DOOORMUNENT SLIMITEDTO DP IS TO BE EOV RALLASSEMBLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. ,/7,ZQ�Aj L1 ;;11� LY OR STRUCTURE OR DADE-APPROVED MULLION BETWEEN TRANSOM AND DOOR/SIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITFJTRANSOM OR MULLED ASSEMBLY. A LYNN MILLER,P.E. 6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Ij P.E#58705 EMBEDMENT 1/4" INSTALLATION MAX. Du u u�� SHIM 23 OPTION 1 INSTALLATION ANCHORS EDGE 18 INTO 2X WOOD. DISTANCE 13 1 68 67 TYP.ANCHOR TYPE, 3 EMBEDMENTAND 33 33 PRODUCT REVISED EDGE DISTANCE PER 71 as comp Ing with the Florfda SUBSTRATE,SEE Bullding CCode TABLE 1,SHEET 1. n NOA-No. 20-0427.05 Expiration Date:01/23/2024 1 ANCHOR PER HINGE By:_1,—, 1.c TO BE BE THROUGH Miami.-Dade Product Control SUBSTRATE.MIN.#10 FLATHEAD SMS,SEE TABLE 1,SHEET 1. 72 5 EXTERIOR 14 15 B 47 48 53 8 c D)NO CHANGES THIS SHEET. AK-4/9120 28 70 DETAIL 19 OR FRAAMING,MING,SEEEE A� EXTERIORRIOR 2X WOOD ALSO SEE BELOW EXTERIOR DETAIL W �- ^ NOTE 2,THIS SHEET - a TYP.ANCHOR TYPE,EMBEDMENT 0O U Y AND EDGE DISTANCE PERr- SUBSTRATE,SEE TABLE 1,SHEET 1. }r a1o0 0 TYP.ANCHOR TYPE,EMBEOMENTAND AVOID INTERFERENCE WITH 00 a (A Lo EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSING 18 TYP.ANCHOR TYPE, 1 M o O TABLE 1,SHEET 1. THE CORRECT LENGTH OR TYP.ANCHOR TYPE, EMBEDMENTAND Z Ij 0 STAGGERING LOCATIONS. EMBEDMENT AND EDGE EDGE DISTANCE PER EMBEDMENT 1/4" 23 18 =W.-• AB k DISTANCE PER SUBSTRATE, SUBSTRATE,SEE U r)O uma� �— 23 10 SEE TABLE 1,SHEET 1. 23 10 TABLE 1,SHEET 1. W Z°D 0 'ON F W C OMO EDGE .5 > �• J r DISTANCE ;..`. 1 ANCHOR PER HINGE TO BE - C3 Z fA THROUGH SUBSTRATE MIN. p LL 1 1 #10 FLATHEAD SMS WITH Z O !!illi MIN.3 THREADS BEYOND < r` INSTALLATION METAL SUBSTRATE. 52 23 O hays OPTION 2 °''+. 41 71 7 ® � 0 N INSTALLATION r ANCHORS DIRECTLY INTO MASONRY. 0O V 0Z LUalas LL J ¢ N� Z_ fA p.. 4 72 4 �47 48 luERIOR 32 EXTERIOR li n 70 nn 20 28 1ili.4r V 1"FRENCH DOOR MULLION 18 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR DETAILJn \���� \;V:LY^!N,�/���i� DETAIL A� �I SUBSTRATE.MIN.3/16"FLATHEAD DETAIL �L, � 1,ICEw.g�'•.c(��i ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. DAYLITE OPENING(OLD)SIZES Z;' '.•�.) No.58705 INSTALLATION NOTES: WHEN USING PART#3:(WIDE RAILS OR STILES) -"r:• :r X DOOR FRAME HEIGHT-12.1=DLO HEIGHT _ X DOOR FRAME WIDTH-12.3=DLO WIDTH =-O L 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON (XX DOOR FRAME HEIGHT)-12.1=DLO HEIGHT :?3 IT 0 !ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. (XX DOOR FRAME WIDTH/2)-11.5=DLO WIDTH :O ATE F L(, 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"7X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SLTITR FRAME HEIGHT-12.1=DLO HEIGHT I`. MASONRY.WOOD BUCKS DEPICTED AS"2X"ARE 1-112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE SLT/TR FRAME WIDTH-12.1=DLO WIDTH /�i1 S ...••..FL OR10 \�� AUTHORITY HAVING JURISDICTION. WHEN USING PART#4:(NARROW RAILS OR STILES) ' S�OiN/Ak- ������ 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. SLT/TR FRAME HEIGHT-4.9=DLO HEIGHT A.'4A MILL��,P.E. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. SLT/TR FRAME WIDTH-4.9=DLO WIDTH P.E#58705 ti o Short Side(inn) m0 o on < O Z m r N r N r N m N N$m rNmN OS;N$ $r N r N}Ip N}[O Co mr NOZ Nlrpp0 NSm r N0} NS E. N INp }N Nrp Nn 0 n, m mto mN }mm m m m = NN NNyNNL, N'UPN NN 0LNN NNNN 0 N 0 E m m m m m m m om Anchor m D N U U U U U U U U A U A U A U A U W U W U W U W U W A N A N A N a N A N A N GfIX A W cD p zNp p A A a a A a a A A W A Anchor m W A W A W a W a W a W A W a W A N A N a N A N A N A N I'U 0 Groups B-D m N Anchor 2 1 0)Ol U U U U W Uma 0]A U a U A U W U W U W U W U W U N N N U N A N A N A N Group A N D O mZm _ zD m A A A A A A AAA W A W A W A W A W A W A W A W A W A N A N A N A N A N a N Groups Anchor dP B-D m jz D in p _ U U O1 U W U OI A W A Of A m A U W U W U W UW U W U N U N U N A N A N A N Anchor C Group A F�zi a a A A a A a W a W A W H.H.a W A W A W A W A N a N A N ANAN A N AncGroups 13-0 Anchor N = = m OOi N W A O�A OI A O]A m A m W 01 W U W U W U W U N U N U N A N A N A N Group A o In .m N A a a A A W A W A W A W A W A W A W A W A W A N a N A N A N A N a N Anchof zo G cups B-D z M 1-1-11 m W m W m W N W U W U N U N U N U N A N A N Ann U� o P m N Anchor O N a A a W A W A W A W A W A W A W A W A W A N A N A N A N A N A N Groups B-D z o 3 A (n or A Ola 0 A O1 W N W N W M W A W N W m N U N U N U N U N A N Gmu P Av m mmAnchor A W A W a W A W A W A W 410 A W A W A N A N A N A N A N A NGups B-D N W A N G U W O)W N W m W W WOfup A NG horn a W A W A W A W A W A W A W A W A N A N A N a N a N A N AnAnchor B-D O) N O Anchor [D V A V W V W V W J W V W U W W N W N T N U N U N a N Group Anchor a W a W A W A W a W a W A W A N A N A N A N A N A N Groups B-D y Anchor O V W V W J W V W V W J W N fO N O1 N Qi N U N U N _N .9. Group A > Anchor O U W U W U W U W U W U W U N U N U N U N U N 'I" GroB-D I .-. ' J W V W V W V W J W J N J N U N W N U N U N Anchor GNU A A P � � Groups U W U W U W U W U W U N U N U N U N U N N N Anch Groups B-D Anchor V W V W V W V W J N J N V N m N 0 N U N Gmu A P � Anchor W W U W U W U W U N U N U N U N U N.N Groups B-D Anchor m W O)W'm W N N J N J N N N m N U N Grou A P � Anchor N W NW N W UN UN UN NN NN UNGroups B-D Anchor NW os W NN NN JN JNa N 0mGmupA F. Anchor U W U W U N N N U Mon N U N U N Groups B-D W W NN WN OON JN UN rnNAnchor Group A Anchor O D 7 W U N U N U N U N U N U N G rou B S P U W U N U N U N U N U N N N Anchor Groups C-D hor t0 N W N V N V N V N U N AncncA Group 0 Anchor m N m N W N+j N Groups B-D tAnchor t0 N 0 N W N 0o N V N m p A orps B-D Revision :����-..•••.� q2% 1070 TECHNOLOGY DRIVE �8 �y' N.VENICE,FL 34275 A p 3 s p� O % (941)-480-1600 o S - o P _ 'S Z r•Z oz W t1 pm u g !r:p m p „ z REGISTRATION#29296 y g 'm�Cv�G N m;� VINYL FRENCH lz DOOR AND SLT(fR o 5/7/13 +p $w " %FFR" "i�'� o SLTffR ANCHOR QUANTITIES o? J ROSOWSKI m ro r u O rlrrnll ```� _ FD-5555 N NTS N 6 OF 12 o z MD-555.1 p D N ° TYP.ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 4 1/4 18 23 DISTANCE PER SUBSTRATE, MAX. 23 10 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM DIRECTLY INTO METAL EDGE 1 ANCHOR PER HINGE TO BE 16 THROUGH SUBSTRATE.MIN. DISTANCE #10 FLATHEAD SMS WITH �. 1 MIN.3 THREADS BEYOND57 DOOR METAL SUBSTRATE. VISIBLE LIGHT 29 WIDTH(DLO) I1�— 33 71 5 I 7 23 PRODUCT g REVISED the Florida TYP.ANCHOR Building Code TYPE,EMBEDMENT NOA-No. 20-0427.05 AND EDGE Expiration Date:01123/2024 DISTANCE PER SUBSTRATE,SEE B, i TABLE 1,SHEET 1. Id1amFDade Product control EXTERIOR72 52 V 3 31 EXTERIOR 48 =D)NO CHANGES THIS SHEET. I-I AK-419/20 W 1"FRENCH DOOR MULLION 70 `+ `' 47 20 28 DETAIL 18 v MIAMI-0ADE APPROVED MULLION(SEE SEPERATE ❑ DETAIL�E NOA),ALUMINUM,STEEL ch FRAMING OR STEEL STUD. j ^aa INSTALLATION OPTION 3 DOOR FRAME WIDTH 0 U) W INSTALLATION ANCHORS THROUGH >- alo0 0 uj 1X BUCKSTRIP INTO MASONRY. TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYP.ANCHOR TYPE,EMBEDMENT QO N N DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER J Q EMBEDMENT TYP.ANCHOR TYPE, 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. O LL o W. . 114" EMBEDMENT AND 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT Z CD EDGE DISTANCE PER OR STAGGERING LOCATIONS. M/AI U U Ica d ? SHIM 23 SUBSTRATE,SEE 23 10 d SHIM 23 W Z a'"DJ0 'IN DISTANCE EDGE TABLE 1,SHEET 1. EDGE W Ft-• DM0 DISTANCE o J ❑ D.. Z Q m TYP.ANCHOR TYPE31 1of EMBED ENT 29 5 33 41 ® H Q 1aay5 AND EDGE ❑ N F DISTANCE PERo U Z Z SUBSTRATE, LU SHEET aloes SEE TABLE 1, F, D' N c9 > Q D C� U ❑ CONCRETE/CMU 31 Z LL PERANCHOR EXTERIOR 4 EXTERIOR 3 -. au osa0 sauas F� LT REQUIREMENT 1X WOOD (n� BUCKSTRIP, SIDELITE/TRANSOMFRAME WIDTH OPERANCHORU 17 32 V \111111 �lr�i/ EXTERIOR SEE NOTE 2, DETAIL�F DETAILQG 18 REQUIREMENT OPT INSTALLATION `����N�,yv•LYS��/ THIS SHEET. �� �i DETAIL�C �ICEN F••, � OPTION 2 P;' •;�`�i INSTALLATION ANCHORS TT NO.58705 INSTALLATION NOTES: DIRECTLY INTO MASONRY. 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON '•, �JJ 0'Z 0 ANY SIDE OF THE DOOR,SIDELME OR TRANSOM. � ITE TE F 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO i t� •'•:`<ORIDF`..•'•�_� MASONRY.WOOD BUCKS DEPICTED AS"2X"ARE 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY THEAUTHORITY i S '••••• _`G 3)OR ATTACHMENT AL TOMETAL::THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. /VING JURISDICTION, ��j/ 10``� \ 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E. P.Eft 58705 INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE IX BUCKSTRIP INTO 2X WOOD. EDGE .., .. DISTANCE DISTANCE �y CONCRETE 2X WOOD 7771 q O l\ 32 1B PER ANCHOR �.a, BUCKSTRIP �--� fJ REQUIREMENT' OR FRAMING, dv� EMBEDMENT SEE NOTE 2, � EMBEDMENT THIS SHEET 23 1X WOOD 1X WOOD BUCKSTRIP,SEE as camp a PRODUyCyT REVISED BUCKSTRIP,SEE 23 NOTE 2,THIS SHEET. n plCIng with the Florida NOTE 2,THIS SHEET. 8 1/4"MAX SHIM 1/4°MAX SHIM NOA-No. 20-0427.05 18 25 17 Expiration Date:07/23/2024 B,_I./-_2 1 10 16 Ti 1 23 Miami-Dade Product Control TYP,ANCHOR TYP.ANCHOR TYPE,EMBEDMENT TYPE,EMBEDMENT 16 i AND EDGE -D)NO CHANGES THIS SHEET. AND EDGE 29 DISTANCE PER DISTANCE PER "AK-41920 TYP.ANCHOR TYPE, i i ' L _ SUBSTRATE,SEE SUBSTRATE,SEE x EMBEDMENTANDEDGE -,+ DISTANCE PER SUBSTRATE, i SEE FLUSHBOLT TABLE 1,SHEET 1. 31 TABLE 1,SHEET 1. SEE TABLE 1,SHEET 1.AVOID DETAIL,SHEET 12 INTERFERENCE WITH OPPOSING ANCHOR BY i 6 8 j CHOOSING THE CORRECT C LENGTH OR STAGGERING LOCATIONS. DETAIL I� 6 EXTERIOR DETAILQK JO a ZW 0 0 0 AG SIDELITE/ W U 00 X "0(177 TRANSOM H W Y � 9MO DOOR 14 15 WINDOW FRAME ^ J N Q VISIBLE LIGHT VISIBLE LIGHT HEIGHT o rn W DETAILe^11) HEIGHT(DLO) HEIGHT(DLO) Z`/ Z p Q Q DOOR 41 � Lr 33 FRAME ® N OO 1aa45 i HEIGHT M I­_ EXTERIORz U Z Z INSTALLATION NOTES: a W O 715-5 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR 1 DETAIL J� DETAILQ ur x J U) TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE i (7 J Q LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON a i Z � ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. i, INSTALLATION TYP.ANCHOR Z LLI OPTION 2 TYPE,EMBEDMENT -171 '-rap saua5 2)WOOD BUCKS DEPICTED ON THIS SHEETAS"1X',ARE _it- INSTALLATION AND EDGE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".1X INSTALLATION , i, DISTANCE PER WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED WOFT ANCHORS DIRECTLY 29 SUBSTRATE,SEE OPTION 1 �t�Y LYiy%y DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS'2X"ARETYP.ANCHOR INTO MASONRY. TABLE 1,SHEET 1. `� .`� /��Y INSTALLATION ANCHORS 1-112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE TYPE,EMBEDMENT �,•' >,10EN,j•F ��� INTO 2X WOOD.OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS AND EDGE 1/4°MAX.SHIM ORAPPROVED BY THE AUTHORITY HAVING JURISDICTION. 24DISTANCE PER 1 3.4 KSI NON-SHRINK =;/c No.58705SUBSTRATE,SEE23 NON-METALLIC TABLE 1,SHEET 1.3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER GROUT-FULL (,� - SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE LENGTH - 1, ( ..z%Z d FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 1/4"MAX.SHIM SOT ATE �/L` 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, y,., r. T ���s '•F�aRIDP,. ��` SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP EMBEDMENT CONCRETE PER .a 'EMBEDMENT �^�s/� SYSTEM. OR FRAMING,SEE ANCHOR 7/ NALj1`��� NOTE 2,THIS SHEET REQUIREMENT A LYNN MILLER,P.E. EDGE DISTANCE �+-�{ EDGE DISTANCE P.F 58705 4.565" 4.922" �- 2.281' -r{ .582" O O4 3.925° y 7 ,.a57"T071 D .500" � .075^ M O =- , I 1.375" .187" .750" ,.000^ M PRODUCT REVISED 0 O SIDELITE ADAPTER Bul din P Zode ��e Florida Lf--s- A 4 #20003,Rigid PVC KDA No. 20-0427.05 OFRAME HEAD&JAMB O-if FRAME SILL O PANEL RAIL&STILE EaPlmtlon Date:01123/2024 #20000,Rigid Cellular PVC #20001,Rigid PVC #20002,Rigid Cellular PVC 3.079" By--"'-7, 1 .182" Mlaml--Dade Product Control 1.503" I � 2.146" � 88' 1.500" -1 1-- 21.09T' �D)NO CHANGES THIS SHEET. .761" �AK-4/9120 .278" � .374" � M O .080^ w .naa .080' 3.564" 3.518" .080" 3.518" 4.561" > 3.518' .100" wa Lo N .080' •080" 3.918" }r clop � ui O a U N O I II Z lL coo --►1 1.075° .888" W_ uxoup .aN TOP&BOTTOM RAIL PANEL STILEL h Z q 5 HINGE STILE 6 7 -� 1.075" 1.075^ 1.000' o w O REINFORCEMENT REINFORCEMENT REINFORCEMENT n> a #20013,6063-T6 #20014,6063-T6 #20015,6063-T6 O ACTIVE O INACTIVE O 1"FRENCH o Z °' co 8 ASTRAGAL 9 ASTRAGAL DOOR MULLION ¢ o 1.994" I #20016,6063-T6 #20017,6063-T6 #20022,6063-T6 ,.140" IIID ,.1ao" 1.258" U TKS I .075^ .OSO'• -' ® N fn 1.450' nn,� 1.359" .082" .281" .281" 610" cul.343' .3T75"I .773" I -SII+-- .062" Z U U Z 06 060" .070 -+rl .840" �+- 11.625" LL c11 W Q aloa5 INACTIVE BEVELED OGEE FRAME SCREW ADD-ON 1"MULLION ACTIVE LL 'Ln 13 ASTRAGAL COVER 14 BEAD 15 BEAD 16 COVER 7 FIN/FLANGE 18 CAP 19 ASTRAGAL COVER Uj Z A #20004,Rigid PVC #20005,Rigid PVC #20006,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC #20009,Rigid PVC #20011,Rigid PVC > LL aql 'asap saua5 o.1z1 1.012° f► + 1.625" I�90l1r� \ �C1-`.'•.•1'1..111.i1C1 E1N11g1�1'1 632" I1.875° 5" 2.265° aso• ```pNY LY1VN;. N .... 1.041" 50., ' .34" .723" .930"[)..7" .0 .050" kNo.58705 .062 � .063200° �,•� $T_ SINGLE DOOR THRESHOLD ANCHOR THRESHOLD HINGE TRIM 7116"SQUARE 20 ASTRAGAL COVER 22 COVER 23 PLATE 24 CAP 25 DRIP CAP 26 COVER 27 BEAD • 20�a <U� #20012,Rigid PVC #20057,6063-T5 #19031'60h-T6 #20020,6063-T6 #20021,6063-T6 #20023,Rigid PVC #20047,Rigid PVC i(��'.,[Oamp .•''�� ZO AL ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. A.L1�t.Fa r' ER,P.E. PE#58705 TABLE 11: # PGT Part# Description Material 23 62 DOOR HEAD 91 1 20000 Door 85idelite/Trans.mMain Frame Cellular PVC DOOR PANEL HEAD 2 20001 Door From Sill Rigid PVC 3 20002 Panel Stile 8 Rail Cellular PVC 1 0 8 19 4 20003 Sidelite Adapter Rigid PVC 3 5 20013 Hing.Stile Reinforcement Alum.,8063.78 6 6 20014 Panel Roll Reinfbmemont Alum.,6063-T8 7 20015 Panel Stile Relnf.rc.ment Alum.,6063-78 1 8 20016 Acliw Astragal Rigid PVC 9 20017 hracUwAstmgal Rigid PVC 28 1 PRODUCT REVISED 101 20022 V French Door Mullion At-..60637% / as complying with the Florid 13 20004 InacUw Astragal Cover Rigid PVC 34 4 23 Building Code 4 eve ea g C NOA-No. 20-0427.0 75 20006 1-1/16"Ogee Bead Rigid PVC 3 a Expiration Date:01/23/20 16 20007 Screw Cowr Rigid PVC / 17 20008 Add-on Fln/Flenge Rigid PVC5 I I-- I 18 20009 1'Mulllon Cap Rigid PVC MIemF-Dade Product Control 19 20011 Adiw Astragal Co-r Rigid PVC / 3 20 20012 Single Door Astragal Cover Rigid PVC DOOR 22 20057 Threshold Ccwr - Alum.,6063-75 JAMB / c 0 ADDED BACKBEDDING. 23 19031 Anchor Plate Alum.,6063.76 / 241 20020 Threshold Cover Alum.,6063-76 AK-419/20 251 20021 Dd Ce Rigid PVC q 261 20023 lHinge Trim cover Rigid PVC 27 20047 7/18'Square Bead Rigid PVC 67 28 Fin Weatherstrip 35 p 29 167113 Frame Weatherstrip W 31 714FPT410X0 Frame-lode Slab Screw.914 XI-112'Ph.FH,16.625"O.C. Stainless Steel 26 / DOOR PANEL 32 7S101X Framo-lo-Nor.Slab Screw#10X1"Ph.FH,28'O.C. SWlnless Steel I - N 33 78XIFPT410 Reinfomament S—..#8 X 1'Ph.FH,18"O.C. Stainless Steel 70 / t HINGE STILE 34 710X2FPAX Frama Assembly Scrow.910 X2"Ph.FH Stainless Steel �-n alo0 O N 35 714FPT410aW W-W Slab Assembly Screw.014 X 1.112'Ph.FH SWINess Steel / DOOR PANEL � O v � ,e 36 71420X2.25 N-W Slab Assembly Screw#14X2-114'Ph.FH Stainless Steel / r OJ m O p LOCK STILE 41 20026 Settl -1 o ng Black,BS+/-5tluro. Vinyl / Z LL 0 .� 42 Backb dding:Dow�995 or GE-7700 or Dow 791 or Dow 983 Silicone MLd 43 Argon Gas U U p 4a0 44 61-11-5140 Hol Melt Butyl / LU 00 W ° •oN 45 1652 Setting Block 9116'x 4"x 3116",85+1-5 duro. Neopmne t-W 'JMO 46 1614 Selling Block 1/2"x 1"x 1184,85+/.5 dum. Neopmne 33 r-7 .a J N 47-73 see Hardware BOM,Teale 12,Shot 12 INSTALLATION O Z rn rn g 9D 20033 Inactive As Vagal Cep Acelel ANCHOR p O LL 91 20035 Active Astragal co, Acetal 71 32 Q m O ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION I, O SOLUTIONS USA,INC OR VISION EXTRUSIONS,LTD. 1> / INTERIOR ® O Q 1aay5 ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. / N p J co 72 36 z Z 33 o_~ LU LU °IOJS DOOR / n LL Z to ANCHORISUBSTRATE MATERIAL PROPERTIES: JAMB w ) U) Material Min.Fy Min.Fu 29 / Z O #12 Steel Screw 92 ksi 120 ksi 3 / > U LL #12 18-8 Screw 60 ksi 95 ksi P4 2 / a111 asa0 saua5 #12410 Screw 90 ksi 110 ksi SIDELITEITRANSOM 34 \1111 •r. Elco/DeWalt Aggre-Gator® 57 ksi 96 ksi �\`` NP\'UrV,I; 3/16"Elco UltraCon 155 ksi 177 ksi JAMB MARROWRROW \� \SON.• •.• 3/16"DeWalt UltraCon+ 117 ksi 164 ksi FRAME ��a•.•' ��c�NSF ���� 1/4"Elco UltraCon 155 ksi 177 ksi DOOR 6 No.58705 114"DeWalt UltraCon+ 148 ksi 164 ksl 1/4"410 SS Elco/Dewait CreteFlex 127.4 ksi 189.7 ksi SILL :G` 1: 'C 6063-T5 Aluminum 16 ksi 22 ksi 16 -�0 ,z O' A36 Steel 36 ksi 58 ksi SIDELITE/TRANSOM �f'' '•(F<�RIOH•' ��� i, Gr.33 Steel Stud 33 ksi 45 ksi 31 %,SSS,/ ......•• 34 SILL WNVIDE FRAME /,//ONAII 1L1 0��� 1 (HEAD SIMILAR) A LYNN MILLER,RE P.E.#58705 HARDWARE DETAILS&LOCATIONS 52,5553,55 47-49 62.63 60 68 67 70-72 \ PRODUCT REVISED EQUALLY- / / aBulldl ll Cod es the Florida SPACED / / NOA-No. 20-0427.05 87 Expiration Date:01/2312024 47-49 Bip / / \ Mlami-Dade Product Control 53-54 " a D)NO CHANGES THIS SHEET. EQUALLY- ° SPACED :a AK-4/9120 O O e \ \ / W ^0 \ \ / lY `1 44" p EQUALED LY- \ MAX \ / (}.9 cm a1°0 O u'ci � 0 0 0 10° 2 W`- MAX. MAX. W Z W uxv0 .°N T� 70-72 70-72 0~W� ma n> co C') 01 "X"CONFIGURATION "XX"CONFIGURATION \ 61 z o w u � O SEE DETAIL, Q m (V TABLE 12: TOP LOCK 0' f¢-, # PGSIMILAR O W r. s7 Part# Description Material ® O of 47 666032701 P3000 3-PT Rhino Lock(6'8"),Amesbury Inc. Stainless Steel HINGE DETAIL: � 48 666032702 P3000 3-PT Rhino Lock(o%er 6'8"),Amesbury Inc. Stainless Steel z U y Z 49 71032X1 FPFX Rhino Lock Screw.1032 X 1"Phil.FH Stainless Steel 70 0 W W 7153s 52 20027 Adjustable Strike Plate Assembly,Amesbury Inc. Stainless Steel z 53 20028 Center Strike Plate Assembly,Amesbury Inc. Stainless Steel N LL Z 54 7S101X Strike Plate Screw,(X):#10 X 1"Phil.FH 410 S.S. 0 Z '9 55 7BX12PFHUX Strike Plate Screw,()Og:#8 X 1/2"Phil.FH 410 S.S. Ul 0 60 7SB1202 Flush Bolt(XX) QO 61 7603725 Flush Bolt Rod()0Q 62 420034 Flush Bolt Guide()00 4" 63 7832X12FPXP Flush Bolt Guide Screw.B-32 X 1/2"Phil.FH QQ LY 1, 64 48033N Guide Pin()OQ `�,��pNY.•,.,.NN�� 65 78036 Flush Bolt Strike Plate()OQ,Amesbury Inc. Stainless Steel �tcENSF (� 66 7B32X12FPXP Flush Balt Strike Plate Screw,()X):#8 X3/4"Phil.FH 41OSS @ �' 9/16" = No.58705 67 %sries Handle/Leier i i — Q 68 %sries Dummy Handle/Leter 4" _� B PANEL — 70 20025 Bull Hinge,Amesbury Inc. Stainless Steel Tp"o TATE 71 71032XIFPFX Hinge,Slab Screw.#1032 X V Phil FH Stainless Steel T T (V; 72 7S101X Hinge,Frame Screw.#10X1"Phil.FH Stainless Steel II FLUSH BOLTDETwL: (�S '•F<OR..... 'G�= S�OfNAIt F��.�• A1LY rN MILLER,RE P.E#58705 RECEIVED SEP 2 47 perallttinc�Depar�r"'' , ale copy MIAMI•DADE St.Lucie rJ" MIAMI—DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION ®® i' 111A8�05 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) R E Y I E YY ,IF175-2474 BOARD AND CODE ADMINISTRATION DIVISION CO Dff d q F 7 ( 599 NOTICE OF ACCEPTANCE OA +�� �`!% in PGT Industries,Inc. ■ 1070 Technology Drive 9130CC y 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"SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation-LM", sheets 1 through 13 of 13, dated 05/15/15, with revision C dated 03/10/20, 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 and renews NOA No. 17-0630.05 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.20-0401.03 QMNAMMADECaur�rr Expiration Date: July 30,2025 Approval Date:July 23,2020 T7/16/20 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation-LM", sheets 1 through 13 of 13, dated 05/15/15,with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05) B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal®spacer system, Super Spacer®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 NOA No. 16-0714.03) 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 a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) 3. 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 series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) Manuel Perez,P.E. Product Control Ex in r NOA No.20- 01.0 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014)and FBC 611 Edition (2017),dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed,and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No. 16-0714.03) 4. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E., Supervisor, Product Control Se (Submitted under NOA No. 15-0519.05) Manuel PS30, 5 Product Control NOA No.2 Expiration Date: July, Approval Date:July 23,2020 E-2 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and expiring on 07/30/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.MD-SH5500-01 titled"Single Hung Window Installation-LM", sheets 1 through 13 of 13, dated 05/15/15,with revision C dated 03/10/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries,Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsi1983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega,RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 05/15/15, 08/29/17 and updated on 03/10/20 to the new FBC 7' Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Per&P.E.Product Control ExNOA No.20-Expiration Date: July 3 Approval Date:July 23,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas®Xtra TM(SGXTM) Clear Glass Interlayer"dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 18-0122.02,issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 4. Notice of Acceptance No. 18-1217.15,issued to ENERGI Fenestration Solutions USA,Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/16/20. 5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions USA,Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017) and the FBC 7th Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.05, issued to PGT Industries, Inc. for their Series "SH-5500"PVC Single Hung Window-L.M.I. approved on 11/30/17 and expiring on 07/30/20. '70a*�'Paaj' Manuel Perez,P.E. Product Control Ex n r NOA No.20- 01.0 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-4 ANCHORAGE EXAMPLE FORAGE 28.1!8"MAX.O,O. 2Y-5/8"RAANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING / �I RADIUS-TOP 54"MAX.BUCK WIDTH MAX.O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT LARGE;&SMALL MISSILE HEADER(SIM. 12"MAX.FROM HEADER(SIM.FORALL LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL FRAME SEAM —�I 30' 12"MAX. / WINDOW TYPES) WINDOW TYPES) B,SEE MAX,O.C. / 52-118"MAX.BUCK WIDTH �— SHEEP 3 100"'MAX.FROM 'SEE SHEETS 1-1/4" a.SEE `' A,SEE F-- 12'MAX. / FRAME SEAM D.SEE B&9 SHE +-30"MAX.O.C. —I+�---12„MAX SHEET3+ I FIXED VISIBLE _I- SHEET4 1 LIGHT WIDTH B,SEE 30”MAX.O.C. SHEET 3 12"MAX. I SHEET 3 12"MAX'� S EET 4 FIXED 1 / + EQUALLY VISIBLE I / LIGHT 17-7/B MAX.O.C. ASE EQUALLY 17-7/B"MAX.O.C. SPACED SHEET3� ANCHORS PER SPACED / TABLES 9-11 /HEIGHT -1_ EQUALLY 17-718"MAX.O.C. / ANCHORS PER II / I / 91.78" SPACED I TABLES&11 MAX. AN PER / 84" 84" I I BUCK TABLES 9-11 BUCK T MAX, �— HEIGHT / MAX• OI I HEIGHT 10"MAX.O.C, BUCK 10"MAX.O.C. 10"MAX.O.C. BUCK AS SHOWN x 4 HEIGHT x 4 X �I Q � HEIGHT X I Q (91.7L�._�__ L__. __. �T I L.__ / __ 13-3J4L"MLAX.O.C. I �._IF _—_ MAX.). EQUALLY 13-3/4"MAX.O.C. EQUALLY SASH 13-3/4"MAX.O.C. EQUALLY L SPACED ////7 SPACED I VISIBLE I SPACESEE D TABLES CHORSPER 3ANCHORS EiR1 ( '� A I�— TABLES 9•-11 I / HE GANCHORS PER H T A�_ STABLES 911 1� SH BEg 9 i 16-12"MAX. 6.117'MAX. •6-1/2"MAX. iNO ANCHORSAT SILL ` NOANCHORSATSILL NO ANCHORS AT SILL B —J I SEE SILL WEEP- B�— '\ SEE SILL WEEP- B SIL, I SEE SILL WEEP- D --- 1`114" —`I SEE SILL WEEP- 54"MAX.BUCK WIDTH -^y NOTCH DETAILS, _ SASH VISIBLE NOTCH DETAILS, (� 54"MAX.BUCK WIDTH -NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP,EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75"HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 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. ELEVATIONS.........................................................1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE INSTALLATION,FLANGE&EQUAL LEGBOX..:..3 4).ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J•CHANNEL..4 DEPICTED AS 2X ARE 1-12"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES......... .....•....'. ............6-7 ANCHOR QUANTITIES 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS .. ........................... SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. EXTRUTIES.............. it 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. ASSEMBLY PROFILESST...................................11 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST...................................12-13 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLETESTING AND GLASS PER ASTM E1300. •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLDADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN.ASTM E1300-09 USED IN 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 .ANSIIAF&PA NDS-2018 FOR WOOD CONSTRUCTION PRODUCT REVISED DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE •ALUMINUM DESIGN MANUAL,ADM-2015 as complying with the Florida 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEAND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. .AISI S10D-16Bullding Coda 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;DEWALT ULTRACON+NOA;ELCOIDEWALT CRETEFLEX NOA;ELCOIDEWALT AGGRE-GATOR NOA;ENERGI WINDOW AND •AISC 360-16 rooA-No. 20-0401.03 DOOR PROFILES;LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; Ex Itatlon Date• 7/30/2025 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL \ ' ' / Rotvfan; 11)APPLICABLE EGRESS REQUIREMENTS TO.BE REVIEWED BY BUILDING OFFICIAL. \\�\\\Op1Y L...... %�. C)UPDATED TO FBC 2020, ®y. (�j/{.� _ USER INSTRUCTIONS: . '�10E1J�p'•�l • t REVISED ANCHOR TYPE TABLE. Mlam nada Product-co ltrol 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. AK-03/10/20 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. t-:` No.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN llbscrip8on: Oram By: PRESSURE TAINEDINST4-B.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW =•4 tJ/'l 1070TECHNOLOGYORNE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR ,� O ;••[(7�� N.VENICE,FL34275 YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. %�T'•. FT TE OF CV (941}480.1600 Two: Date: 5)INSTALL AS PER SHEET3FOR THRU•FRAME INSTALLATION OR SHEET4 FORINTEGRAL FIN INSTALLATION. i�s•'•.<•ORID�,.•' \ SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, /7�7iS�ONAL�NG�\` SedwlModeli Scale: Shae4 Orowlny No. Rer. INTEGRAL FIN OR EQUAL LEG/BOX). A.LIMN MILLL(4;P.E. SH-5500 NTS 1 OF 13 MD-SH5500-01 C P.E#58705 REOISTRATION#29296 TABLE 1:ALLOWABLE GLASS TYPES Glass Design Pressure Frame Glass Frame I Frame Type Description(Listed from Exterior to Interior) Table# Sheet# Types Options Conflgs Shapes installation Options that may be used 5 7/8"Laminated I.G.:1/8•A Exterior Cap+7116'Air Space+5/161 Laminated;(2)Liles of 1111•A Glass with.090"PVH Intedayer 4,5 6 (sue Fig B) (see Table 1) (sea Flg A) (see Fig C) ' 6 7/8"Laminated I.G.:1/8•T Exterior Cap+7/16"Air Space+6116°Laminated;(2)Liles of 118"A Glass with:090'PVB Intedayer 4,6 6 ....into 2X Wood FramWBuckstdp-sheet 3,option 1 Square/ , Rect., 7 7111"Laminated I.G,;3116"A Exterior Cap+3/8°Air Space+5116"Laminated:(2)Liles of 118'A Glass with.090"PVB Intedayer q,6 6 Flange 5-16 Ori Equal-LiteThrough the frame....into Concrete/CMU-sheet 3,option 2 esu Arch Top 8 .B 718"Laminated I.G.:3176"T Extador Cap+318"Air Space+5/16•Laminated;(2)Utes of 1/8'A Glass with.090'PVB Intedayer 4,6 6 (02) &Cottage Radius Top of the window...... •...through 1X'Buckstdp into Concrete/CMU-sheet 3,option 3 9 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16'Air Space+5/16"Laminated;(2)Liles of 118"H Glass with.090"SG Intedayer 7 7 ....into Metal-sheet 3,option 4 10 7/8"Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+5116'Laminated;(2)Likes of 118"H Glass with.090°SG Intedayer 7 7 ....into 2X Wood FramelBuckstdp-sheet 3,option,'! 11 7/B"Laminated I.G.:3/16'A Exterior Ca +3111`Air Space+5/16"Laminated;(2)Liles of 118"H Glass with.090"SG Intedayer Box/ Equal-Lite, Squ Arch-Top l., P P Y 7 7 Equal-Leg 5-16 Oriel/Prodew Arch Top& Through the frame....into Concrete/CMU-sheet 3,option 2 12 7/8`Laminated I.O.:3116"T Exterior Cap+318"Air Space+5/16'Laminated;(2)Liles of 1/8'H Glass with.09D'SG Intedayer 7 7 (#q) &Cottage Radius Top of the window...... ••,•through 1XBucksidp into Concrete/CMU-sheet 3,option 3 13 718"Laminated I.G.:1/8"A Exterior Cap+5/16"Air Space+7/16"Laminated;(2)Liles of 3116'A Glass with.090`SG Intedayer a 7 ....into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:116"T Exterior Cap+5116•Air Space+7116'Laminated;(2)Liles of 3116'A Glass with.090'SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 15 7/8"Laminated I.G.:3/16°A Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Lites of 3116°A Glass with.090"SG Intedayer 7 7 J-Channel Equal-Ute, SquarefRect.,integral fin...... ....Into Metal-sheel4,option 7 16 7/8"Laminated I.O.:3/16'T Ektedor Ca +1!°Air Space,+7/16'Laminated; Utes of 9/16"A Glass with.090'SG Inteda er #1 5+8 Oriel/Prmiew Arch Top& P 4 P �) Y 7 7 ( ) &Collage Radius Top Through the frame----into 2X Wood Frame/Buckstdp-sheet 4,option 6 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME of the window...... ....into Metal-sheet'4,option 8 ' GLASS TYPES 5,.7,9,11,13 Through the ....Into 2X Wood Frame/Buckstrip-sheet 4,option 5 Group Anchor Substrate Min.Edge. Mtn. &15 MAY NOT BE USED IN Equal-lite, Square/Rect.,Integral fin...... Distance Embedment THE HVHZABOVE 30'. Integral Fn ....into Metal-sheet 4,option 7 5-8 Oriel/Prmiew Aroh•Top& P.T, ou em me(SG=0.55) 716' 1-3/11' (#3) &Cottage Radius Top Thmugh the frame into 2X Wood Frame/Buckship-sheet 4,option 6 #l, SMS Steel,A36• 318" 0.0517' of the window...... ....into Metal-sheet 4,option 8 (steel,18-8 S.S. 'MIN.OF 3 or 410 S.S.) Steel Stud;A653 Gr.33' 318" 0.0451"(18 Ga.) THREADS FIGURE B:FRAME TYPES A Aluminum,6063-T5' 3/8" 0.050" BEYOND THE FIGURE A FRAME CONFIGURATIONS �^3' 3116"steel Ultracon.or P.T.Southern Pine(SG=0.55) 7/16" 1-316" METAL. O n "K'=ANNEALED :& Ultracon+ Concrete(min.3 ksi) 1" 13/8" SUBSTRATE. 1-� "H"-HEAT STRENGTHENED "T'=TEMPERED 3/16"steel UI:oon Ungmuted'CMU,(ASTM C-90) 2-112" 1-114" "PVB"=.090"TROSIFOL®PVB "UNGROUTED 3116"steel Ullracon+ Ungrouted CMU,(ASTM G90) 1" 1.114" LUES �/ BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9/16" 1-318" MAY BEUSED#l, SMS J-CHANNEL INTEGRAL FIN -SG"_.090"SENTRYGLAS® Steel,A36• 3111" 0.050" FOR GROUTED ,! (steel,1113 S.S. Steel Stud,A653 Gr.33'. 3/11" 0.0451"(18 Ga.) CMU /// INTERLAYER BY KURARAY or 410 S.S.) Aluminum,6063-TS' 318" 0.063" APPLICATIONS. AMERICA,INC. B 1/4"steel Ull2con or P.T.Southern Pine(SG=0.55) 1" 1-318" EQUAL-UTE ORIEL COTTAGE Ultraeon+ 114"steel Cmteflex P.T.Southern Pine(SG=0.55) 1" 1-318" FIGURE C:FRAME SHAPES FLANGE BOX OR Eq UAL-LEG 114"steel Aggre-Gator P.T.Southern Pine(SG=0.68) 1° 1-318" -►i BUCK WIDBUCK WIDTH[--—►{BUCK WIDTHIf Concrete(min.Z85 ksi) 1" 1-314" 1/4"steel Ultraeon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" i��-- I Material Min.Fy Min.F„ C Concrete(min.3ksi) 13/16" 1-3/4" Steel Screw 92 ksi 120 ksi 1/4"steel Ultracon+ x x Ungrouted CMU,(ASTM C-90) 1" 1-114" c) T 18-8 Screw 60 ksi 95 ksi 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-314" _ - _ 410 Screw 90 ksl 110 ksi 1/4"steel Ultraeoh Concrete(min.2.85 ksi) 2-1/2" 1314" x x = Y O Elco/DeWalt Aggre-Gator® 57 ksi 96 ksi 1/4"steel Ultracon+ Concrete(min.3 ksi) 2-712" 1-314" m m m = Elco UlttaConSr 155 ksi 177 ksi 1/4"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" + 1 l ! 3116"DeWall UllmCon+® 117 ksi 164 ksi D Concrete(min.3.35 ksi) 2-1/2" 1-3/4" -t- -L l ..L 1 M114"jDeWaltltraCon+® 1411 ksl 164 ksi 114"steel Creteflex Ungrouted CMU,(ASTM C-90) 2-112"_ 1-114" RECTANGULAR RADIUS-TOP ARCH-TOP lt CreleFlexO .127.4 ksl 189.7 ksl Concrete min.3.275 ksi 1-112" 1318" WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USEDminum 16 ksi 22 ksi PRODUCT REVISED 1/4"steel Aggro-Gator Grouted CMU,(ASTM G90) 2" 2" BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES eel 35 ksi SB ksi as eomplying with the Florida AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. l Stud 33 ksi 45 ksi Building Code TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN NOA-No. 20-0401.03 Gros Anchor Substrate MIR Edge Min. e 1t Revialom Iratlon Dato' 7130/2025 P Distance Embedment' ,,� 1y..LYAIA...... 'f, C)REVISED ANCHOR TYPE By. ut a a E 2-112"x.731"Common Nall P.T.Southam Pine SG=.55 318" 2-7110" �'�.•' iCEN 2.112"Ring-shank Roofmg Nall P.T.Southern Pine(SG=.55) 318" 2.7/16" R';' ` 6g• � TABLE. Mlam Dado Produc;"G ltrol P.T.Southern Pine(SG=.55) 112" 13/8" I•!o.58705 -_ AK-03/10/20 #10 Trusshead SMS Aluminum808375' 318" 0.050" 7"r -f- ® OesafAtionr proms. W. (steel,l8$S.S. , _ or 410 S.S:) Steel Stud,Gr.33' 316' 0.0451"(18 Ga,) ir- 1070TECHNOLOGYDRIvE GLASS/ANCHORS/FRAME OPTIONS JROSOWSKI F Steel,A36• 3111" 0.050" 'MIN.OF 3 S /1/ N.VENICE,FL 34276 P.T.Southern Pine(SG=.55) 9/16" 1318° THREADS T F :' �/ 941}480-1600 Title: Qatet 912 SMS BEYOND THE ''-•4ORIflr•'' �L'� ( SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Aluminum,6063-T6' 318" 0.063" ' S� C? (steel,«410 S.S.)S Steel Stud Gr.33' 310" 0.050' SUBSTRATE. •u�Q1VAL��`� Sarles/1lodeh Scale: Sheet Ororinp No Rev. Steel, A361 318" 0.050" A.LWAMILL6 P.E. SH-5500 NTS 2 OF 13 MD-SH5500-01 C P..E#58705 REGISTRATION#28296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETEICMU. BUCKSTRIP'INTO CONCRETE/CMU. �� ANCHORED THROUGH SEE NOTE 2,THIS SHEET,FRAME INTO 2X WOOD EMBEDMENT EMBEDMENT FRAME OR BUCKSTRIP. 1l4"MAX SHIM 16 1/4"MAX SHIM SEE NOTE 2,THIS SHEET, d EMBEDMENT SASH VISIBLE _ EDGE' • DLA 18 LIGHT WIDTH I o 17 ❑ EDGE FLANGE FRAME _ a , DISTANCE DISTANCE SHOWN 44 BALANCE El L1/4"MAX TYPE VARIES TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, 2 EMBEDMENTAND WEIGHT TYP.ANCHOR TYPE, EDGE � Q 54 30 EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER �'RR' IIII 31 'AND EDGE DISTANCE PER SUBSTRATE, SUBSTRATE, U� a� EDGEDISTANCEP 18 SUBSTRATEER SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. CJD EXTERIOR DISTANCE SEETABLE2, 19 _ __I FIXED VISIBLE 87 4 SHEET 2. FIXED 19 OPT.SASH TOP �i — FLANGE LIGHT WIDTH VISIBLE LIFT RAIL FRAME 2 EQUAL LIGHT I NOTES: SHOWN BUCKWIDTH LEG/BOX HEIGHT i FOR ALL WINDOWS: FRAME 48 1 ANCHOR @ 3.55" SHOWN 49 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION A-A O i 21 CENTER. SUBSTRATE-APPROPRIATE O 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, P 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 OVER 36"WIDE: SHEE 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2 SHEET 2. 45 46 47 SCREWS @16-3/B" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4"MAX BOTTOM LOCKS: SHIM BUCK 50 O 16 2)MASONRY ANCHORS MAY BE �.IOR�912STEEL 1/4"MAXHEIGHT ADD ADDITIONAL IDELF- RILLING SCREWS @ B-3/B° USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE SHIM 85 T— FROM END. SHEET 2.ALL WOOD BUCKS LESS 30 THAN 1-112"THICK ARE TO BE ❑ TABLE2, D� SASH CONSIDERED 1X INSTALLATIONS.1X SHEET2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 86 ,J_ 18 USE EITHER DEPICTED AS 2X ARE 1-12"THICK OPT. OR GREATER.1X AND 2X BUCKS 85 LATCH OR (WHEN USED)SHALL BE DESIGNED L_S (2)1" 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL TT URE.WOOD BUCK FRAME INTERIOR 31 FROM SASH DESIGN.ANDTESTED UNIT THE INSTALLATIONS EE gHpyyN lo SRO LJD�o NOTCHES AT gp FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONI INSTALLATION 8T (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT REVISED OPENING)IS MEASURED FROM as Complying with the Florida EQUAL-LEGIBOX 1/4"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Code FRAME SHOWN OD 11 I I I I I I/I FRAME INTO METAL FRAME INTO METAL NOA-No. 20-0401.03 \`� fir\`{LYN/(/�j`•,, ReNslou:. F�cplratlon Date 7/30/2025 WEE LE ..� NO ANCHORS ?•'••�1GEN„E:••.1��,; C)NO CHANGES THIS SHEET. By: GLlL�r.C�-� WICOVER@ - REQUIRED IN VISIBLE LIGHT FORMULAS P` •� AK-03/10/20 Mlam ado Produer-Co rtrol 2.8T'FROM t _ ND.58705 38 FLANGE OR _ 4. EACH END. - EQUAL-LEG WIDTH = •� ^ FRAME SILLS @SASH:BUCK WIDTH-6-12" _-O :a - Description: Drown BY @ FIXED LITE BUCK WIDTH-4-3/B" �Q •. 3 )3 �-Z 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI O•• ST YE F 4 N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) "4' .A TR/e: Dole; VERTICAL SECTION B-13 BUCK HEIGHT/2-3-15/16" �i sS/'COR�P''`A69` SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 fir/ONAL W�\` Serfea/Afodel: Srnle: Sheet• Ormrin9 Na Rer. A LYNN MILLER,P SH-5500 NTS 3O 13 MD-SH5500-01 C P.E.#58705 REGISTRATION#29296 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO ZX WOOD FRAME OR �– EDGE DISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR a 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2.THIS EDGE DISTANCE 16 1/4"MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE ❑L� 18 LIGHT WIDTH 17 ❑ FRAME 1 DISTANCE PER SUBSTRATE D r a SHOWN 1. SEE TABLE 2,SHEET 2. j ^OO (SCREW SHOWN) 44 TY E VARIES �Q EMBEDMENT �`---�J 114"MAX SHIM 42 WITH SASH o �a EDGE WEIGHT 64 1 TYP.ANCHOR TYPE, DISTANCE Q 30 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �_ 31 nan SEE TABLE 3,SHEET 2. tJD�o EXTERIOR 67 3 I `�� TTP.ANCHOR TYPE, 18 SEE TABLE 3, �Jn l�\u 1 INTEGRAL EMBEDMENT AND EDGE 0 J FIXED VISIBLE FW DISTANCE PER SUBSTRATE, FIXED 18 20 OPT.SASH TOP –1 LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL J-CHANNEL 1 FRAME SHOWN (NAIL SHOWN) LIGHIT HEIGHT ; FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH ' .49- 1 48 FROMENDANDAT 1)USE ONLY HORIZONTALSECTION GC 0 21 CENTER• SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT FBG COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1/4"3H M –�•� MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3.SHEET 2. 45 46 47 SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE ALSO FOR DADE-APPROVED MULLION BUCK FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: #10 OR#12 STEEL 1/4"MAX: HEIGHT 50 O 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM SCREWS @, SMS(G5),SEE 85 30 FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2'&3, co] SASH THAN 1-1/2"THICK ARE TO BE SHEET 2. CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE1X WOOD BUCKS ARE OPTIONAL IF - LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 86 16 OR BOTTOM DEPICTED AS 2X ARE 1-112"THICK OPT. LOCK(SHEETS). OR GREATER.1X AND 2X BUCKS 65 TESTED UNIT (WHEN USED)SHALL BE DESIGNED //�� n (2)1 61 31 30 63 LOCATION:6-518" TO-PROPERLY TRANSFER LOADS FLANGE REMOVED INTERIOR FROM SASH END. TO THE STRUCTURE.WOOD BUCK IN-FIELD WEEP DESIGN AND INSTALLATION IS THE NOTCHES AT 60 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN (� EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN _ REOUIF D IN ANCHORING FRAME EXTERIOR INSTALLATION 7 D SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION n THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 V OPTION 8 PRODUCT REVISED OPENING)IS MEASURED.FROM as complying with the Florida INTEGRAL FIN 114 MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL Bulldin Code ' ff READING TO BEADING. g FRAME SHOWN 0�❑ y SHIM 1 I I i I r I INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) NOA-No. 20-0401.03 .2T'W COVER @ 2OB7E� o —TL \. �pNY L.... .I i�'% °^: B Lan Date-7/3012025 36 ."C1 ; a OGEN.q.,-:y C)REVISED DADE MULLION y. r— FROM H END, F-;' C�� NOTE, Mlam ado Produe-Co trol VISIBLE LIGHT FORMULAS � t TYP.ANCHOR TYPE, =>}: NO.567()5 - AK-03/10/20 EMBEDMENT AND.EDGE EDGE DISTANCE WIDTH DISTANCE PER SUBSTRATE. @SASH:BUCK WIDTH-6.112" � DeaafPUon: Omen 6y' SEE TABLE 3,SHEET 2. --�I EMBEDMENT �-- @ FIXED LITE:BUCK WIDTH-4.318" =;0 13 Cry 1070 TECHNOLOGY ORATE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN] S Af0 N.VENICE,FL 34275 INSTALLATIONOPTION5 VERTICAL SECTION BUCKHEIGHT/2-3HEIGHT �i6/16" ��S 'f�UP�F.•' \r` (�1}ae°16°° rhe: 05 ANCHORED THROUGH INTEGRAL FIN SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �'S7CNAII L ENG``• INTO 2X WOOD FRAME OR BUCK- A./Ly.NIMILLERI P.E Series/AbdnL Scalm Slroet Drmtng Na Rx. STRIP.SEE NOTE 2,THIS SHEEP. p.E.#5g7E REGIsTRAnON.#29296 SH-5500 NTS 4 OF13 MD-SH5500-01 C —«-� 7/8'NOM. 718"N 7/8"NOM. 718"NOM. 7/8"NOM. 5/16"A/A PVB I 5/16"A/A PVB I 5116"A/A PVB 5/16"A/A PVB 5116"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIRSPACE 318"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS--\ 1/8"T GLASS 3116"A GLASS 3116"T GLASS 1/8"A GLASS GI EXTERIOR G]EXTERIOR a ID EXTERIOR a EXTERIOR a EXTERIOR 78.79 76.79 76-79 78-79 e—tKfl GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -+{ 7/8"NOM. 718"NOM. 716"NOM. 7/8"NO 7/8"NOM, 5/16"H/H SG I 5/16"H/H SG 5116"H/H SG 7/16"AIA SG 7/16"A/A SG 7/16"AIRSPACE 3/8"AIR SPACE 3/8"AIR SPACE 5116"AIR SPACE 5116"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS 118"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 78-78 7E7B 78-79 76-7B GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —�I 7/6"NOM. 718"NOM. — 7116"A/A SG 7/16"A/A SG '12"NOM.GLASS GLASS TYPES'9 THROUGH 114"AIR SPACE 1/4"AIR SPACE 76-79 BITE T) '16 MAY NOT BE USED 3116"A GLASS--\ 3/16"T GLASS ITH J-Z5—HANNEL OR 72 74 IN GRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 5,7,9,11,13 78-78 7s-79 31 &15 MAY NOT BE USED IN EXTERIOR 76 THE HVHZABOVE 30'. PRODUCT REVISED as complying with the Florida a GLASS TYPE 15 GLASS TYPE 16 no llding Code NOMNo. 2040401.03 LyNi\i38 30 RaHs{om Ex Iratlon Date;-_07/3012025 �� lu C)NO CHANGES THIS SHEET. B� Q; :�, ! AK-03/10/20 Mlam Dade Product Ro eral • GLAZING NOTES: _^a. : No.56705 •• .a "A"=ANNEALED sv `� . QDDeswlptlon:TYP.GLAZING DETAIL "H"=HEATSTRENGTHENED - 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI "T"=TEMPERED 1 �- ® V L((� N.VENICE.R.34276"PVB"=.090"TROSIFOL PVB BY KURARAY AMERICA,INC. (• ny,:"SG'•=.ago"SENTRYGLAP BY KURARAY AMERICA,INC. �..\G���: (9a1?46o-1690 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS•SEE TABLE 1,SHEET 2. Gr``� Sertw�NdL Scole: SheeC Orvrmg Na R :I�,P.E. SH-5500 NTS 5 O 13 MD-SH5500-01 C P.Eq 56705 REGISTRATION#E9298 TABLE 4: TABLE 6:alae TABLES: 7yw Ixuem sash Design Pressure,Ibs#tr Olaaa Tyl., Design Pressum,1661162 s I3medplBn rolpwn sown HHpnt Olac TyP05 Casten Pressure,Ibsf02 6,6,768 ReIORzavel Ransi 64 W814or7 R0 (m) WlMmeuck NIW 6.7 as He1pnl6Mvm a 1Dm 1x12.7 +65.0/-70.0 R°IOR LOwI 2,5 Eg1nHH 11.390 •B6.0 •70.0 .65.0 •70.0 RaID7.LDYCI R+ Paras window sash sizes stmlava utupa 14.501.15510 465.0 410 466.0 .70.0 Rx Por011 xlndax and 50511 sees 20 E4paHly +1.66]-14516 .650 440 •650 -700 SEE TABLE 9,SHEET 6 FOR S1aMartlP7v41w 11.377.11.°62 •550 -7110 •65.0 -710 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. T."an 2.517.25290 •S5.0 -70.0 .650 .70.D ANCHOR GROUP AND QUANTITY. S1a1cgd 11a11eps 2.959-MZI9 165.0 •70.° .650 JOE) 37.375 Egntila 17.517.20.957 .650 •70.D .65.0 -70.0 SlwP dR.A. 14.517-17.516 .65.0 •71.0 .660 40,D 0 6Mnes1 11.38-14516 1650 -70.0 .65.0 -70.0 T.Iall 27.583.31911 •65.0 •705 .650 •70.0 Cuuam size 26.017.27562 .650 -70.0 .65.0 -70,0 Slmlbmd Cottapa 21517-26316 .65.0 -700 •65.0 .70.0 Q14 Eg1 t. 20517.23315 465.0 -700 .65.0 .70.0 HEADER Sla7wm Plm/ew 17.617-20516 •65.0 -70.0 .65.0 -70.0 HEADER 23 -um size 14:517•17316 .855 .*a .554 461 23 Sw-I 11.37x-14.516 4660 -104 .65.0 10.0 Tales) 31.593-35.91+ 4650 -70.0 .65.0 .70.0 61w16ud Calmpe 20.617.31352 .650 .70.0 •65.0 .70.0 Eq.Rta 20.517.26516 1050 •70.0 .85.0 -70.0 46510MiN Pra4aw 17.517.20.5111 •655 •705 .&SD •70.0 0 0 MEETING RAIL MEETING RAIL Cum.S.. 14.517;17516 .55.0 -Ino .650 .70.0 0 �1 28 CUIvn Slzo 12.517.14.516 465.0 .70.0 .650 .70.0 Q ° Sh.1.;1 11.377.12.516 .65.0 -70.0 .65.0 .70.0 Q 27 ° EXTERIOR - Tvlot 11.206-37336 .650 -704 .65.0 •740 EXTERIOR p sla-I Cvinpe 25.617-33207 •650 -70.0 465.0 •700 a 23O Eg1ol41e 23.617-26 616 .65.0 .70.0 .... •70.0 p D C.1 Sue 20.517-23.518 .65.0 -703 496.1 -70.0 23 49.615 JAMB smnaam rower 01517-x0.518 .Ss.o •ro.D .e50 40.0 JAMB EXTERIOR SASH C.-sue 14,617-17.516 .65.0 .700 •65.0 .70.0 EMRIOR SASH aHEIGHT Cleiom sl.a 12.617-14516 55.0 1-70.0 .65.0 40.0 a HEIGHT 5101"01 11.377-12316 .650 10.0 .65.0 •70.0 Tallest 38.SIT-41.644 .65D -70.0 .65.0 •70.0 S1arcWd�S, 31.51r-36.516 .65.0 -700 .SS.0 -70.11 23 Q Eqw lv26.517-31.516 •650 •70"0 .65.0 40.0 Q SlaMardWew Pl23.617.26316 .65.0 40.0 .653 -700 23 62 cmb-slzv 20.517.23.516 .5540 -700 .65.0 -70.0 SILL O C.-size 17.517-24510 .650 44a .65:0 40.0 SILL O �C-�\-7C'1�IIIIn�II Custom Slzv 14.617-17.SI6 465.0� 70.0 .65.0 Eat �IIC�LJ Cl Tata Slze 19.017-41544.570 .5.0 ..70.0 .650 E7. l� CCCC���LLLLJJJI slnnasl 11.061-1301° .65.0 .70.0 .650 TaDn39.617-01544 .550 E66 L!�'I l 39.617-01 .8550 •)O.D •550 •70.00 Cue stwa 51xe 3&517-39316 165.0 •70.0 .65.0 •70.0 0 EgmNte 15.617-39.516 .655 .70.0 .650 •70.0 75 Clatam size 31617.35510 .GSs .70.D .65D -704 Sl_IP-Im 2.517-31516 .890 .70.0 .69.0 •740 SECTION DETAIL FOR WINDOWS WITH Clwl Sin 26.517-29516 115.D -10.0 .55.0 ala SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 smne11 x964-26.516 .M. a0D" .650 E s LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE EgL.W. 3a6n-41544 •6510 .70.0 .650 -700 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& 84 Cu:'-sne 15.517-WAID -0 -10.0 +1541 Era APPLY TO ALL FRAME TYPES& CONFIGURATIONS) Islaadad Pladew v664-35 516 .650 .710 .6511 Ee.S CONFIGURATIONS) 91.18 TM ••-41.644 .65.o .7 5540 Ee.e PRODUCT REVISED SEE TABLE 10,SHEETS FOR ANCHOR GROUP AND QUANTITY. as Building Code complying with the Florida MIN.SASH HEIGHT=WINDOW BUCKHEIGHT-50.136 (APPLIES TO ANY HEIGHT 91.78" NOA-No CNo. 20-0401.03 ReN2r6P; Ex [rat on Dake- 7/3012025 ,.``t NY LYNN C)SASH HEIGHT CORRECTION. BIR ��'• 11(ENgF AK-03/10/20 Miami Dado Produef C 3trol No.56705 NOTES: _ /}.�7} Desc7fp#on: Dz°n!BY 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. !�O••• �fFD •:• 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI t} �U N.VENICE,FL 34276 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. ' 'r /• 841}480.1800 T I 00 54 ' 6� •'•.,{DRtur•..••' ; ( SINGLE HUNG WINDOW INSTALLATION-LM 05/45/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ' OMAL E``�G Se7r0y/Mod6b Smle: Sheeb Dmwing 410. Rev. ON THE TABLE. A.LVtftJ MlL.6�P.E P.E#56705 REGISTRAMON#292 6 SH-5500 NTS 6 OF 13 MD-SH5500-01 C TABLE 7: TABLE& omseTylw sell msaen Ofe>e T7Pv einem 15&&17 9.12,15 s 16 DmcepOm MliKn $mhHclght 005190 Pressure,1451110 13&14 Oescnplian Mlll'wn saes WsI,k Design Prcsvure l6alR7 Ra1nL Lova) Rze=Wlydew Rage(m) Wltd 13.k Wdln In Relnf.L..I Rmgm®Wiea ".V.) W4daveuak WieNm ] Heim si-e W(.40 48 52125 54 ] Heigh[Sh- 18 24 32 36 40 48 52,125 54 0 235 E-P,]. 11.394 +70.0 410.0 +700 410.0 +70.0•11RD -70.0•110.0 235 Egtol-Ole 11.394 +70.0-1100 +70.0 41QO +70.0-110.0 +70.0 410.0 +70.0-1100 +70.0•110.0 .700•110.11 +70.0 .110.0 SWAxel Co6tge 14.517.15670 +700.110.0 +700 .110.0 •70.0-110.0 .70e-110.0 Smrdvd C.Reee 14,517•15.870 +.70.0•1100 +70.0 -110.0 ,700•110.0 +70.0•11110 +700-110,0 +70.0•110.0 +70.0-110.0 +70.0•1100 28 Equ.W. 11.583-14 5111 +700-1160 +700-1.1110 +700-1140 +70.0-110.0 28 Eq.W. 11.581.14.518 +700-110.0 •7110-110.0 +700-110.0 +700•1100 +700-1100 +700-1100+70.0-1100 +70.0-110.0 1� stzed dPrmvuw 11.377-11.582 +70.0•110.0 +70.0 •110.0 •70,0•11D0 +70.0•110.0 51a,A dP-ew 11.3V-111.502 +70.0-1100 +70.0-110.0 +70.0.110.0 +700•110.0 +700 •1100 +70.0•110.0+70.0.110,0 +70,0•110.0 -IV,I T.Iee1 22517-25.280 .7010.110.0 +700 410.0 +70.0•110.0 +70.0-110.0 Wk-i 23517-25288 +70.10.110.0 +70.0 -110.0 +70.0-110.0 +70.0-11(10 •70.0 -110.0 +70.0.110.0+700 -110.0 +70.0.110.0 HEADER sawed Mhege 2119;6-23.518 +7110.110.0 +70.0 -110.0 +70.0-!10.11 171.1•110.1 Slanezd OWteoe 20.958-Z.518 &0.D-110.0 170.0.110.0 +70.0-110.0 +70.0.110.0 +70.1-11110 +70.0-1700-7¢11.116.0 .70.0-110e 25 37.375 EcizIIMle 17.517.20.957 +7110-1/011 +70,0 .110.0 170.0•110.0 470.0:100.0 37.375 Equa4lilm 17.517-20.957 +70.0•1100 +70.0 .1100 +70.0-IRA +70.0•110.0 +70,0•1100 1700•110.0+70.0•11110 +70,0-IM.O 51&20.103 Pr d4 14.517-17.510 •700-11,10 +70.0 410e +70.0•110.0 +70.0.flee S.;=-- 14.517-17.510 .Me-1100 +)0.0 -110.0 +70.0 4100 +70.0-11I)e •70.0-110.0 +70.0.110.0+70.0•110.0 +70e.110.0 � o 51-teet I1.3n-14510' +70.0 4100 +70.0 410.0 +700-107.0 +70.0-103.0 Shales! 11.377-14.518 +70.0.110.0 +70.0•110.0 +70.0.110.0 .70.0.110.1 +70.0-110.0 +70.0'•1100 +70.0 407,0 +711.0-1010 Tel- 27.503.31.911 +1110 410.0 +70.0 •09.0 +70D -930 -70.0 .80.0 7911.01 27.583.31.911 +70.0.110.0 +70.0-110.0 +70,0.110.0 +70.0.110.0 170.0-110.0 +70.0 .89.0 470.0 -no +70,1 .90.0 Cwlem sae 25.517-27.582 .700 410.0 .700 410,0 1700-11110 +700•1100 utan size 26517 27.582 +70.0-1160 4700.110.0 +70.11-111.0 +70.0.110.0 +10.11.110.0 +700.1100 .71.0-1leo .70.0.110.0 I1 MEETING RAIL 51104,1,4 C4emgm 23.517-26.510' +710-1100 +7DA 410.0 +70e-110.0 +70.0•110.0 Sle i dC Izge 23.517-20.516 +70.0.-110.0 +70.0 410.0 +70.0-110.0 +70.0.110.0 +70.0-110.0 +70.0-110.0+70.0-1100 +70,0-110.0 I�IIa],Y�-/_/J .44 15,wda 20,517-23.516 +70.0-1100 030.0 4100 +70.0.110.0 +70.0•110.0 44 Ee W41m 20517-23.518 +70.0-1100 +700-110e.030.0-1100 +70.0-110.0 +70.0-1140 +70,0.1100 470.0-1100 +70.0.110.0 lJu�. 27 D 5020&03 Pmmn 17.517.20518 +700.1I&D +70.0 .110.0 +70.0•110.0 •70.0.110.0 Sleedaed Peon 17,517-70518 .70.0 Alze +7110.110.0 +70e-1100 +70.0-11D.0 +70.0-Ilo.D +700-1100 .70.11 1100 +70.0-110.0 Q cmwm Size 14.517-17.510 +70.0 410.0 +700 410e •70A.110.0 +70.0 410.0 Q teee Size 14.517-17.516 +700-110.0 030.0 410,0 -70.0-110.0 +70e 4100 +70.0.110,0 +70.0-110.0 +70.0-110.0 +70.0-110.0 EXTERIOR Shed., 11.377.14.510 +70.0•110.0 +700 -110.0 •700 •107.0 -70.0.103.0 Shalee) 11.377-14.518 170.0 .110.0 +700 410.0 +70.0.110.0 +70.0-1100 +70.0-110.0 +70.0-110.0 .70.0-107.0 +70.0•103,0 T.I.t 31.583.35911 .70.0.110.0 +70.0 -MO !70.0 -910 +740 -90.0 Ter- 31.581-31.911 ,700-110.0 +740 .110.0 .70.0•110.0 +700.110.0 +700•1100 .70.0 -990 +70.0 -93.0 +70.0 -80.0 sm,wgnl mne,, 26.517-31+1582 •70.0 410.0+70.0-110.0 +110,0 .110.0 +700-122 157&174&4 Cmtlege 2951Ta151R •70.0.110.0 +7ao-110.0 .70.0-1100 +10.0.110.0 +70.0-110.0+70.0.110.0 +7o,0•110.0 +no-11oo JAMB 25 EgwHeo 20.517-20.518 +70.0•110.0 +700 410.0 +70,0 •110,0 +70,0•110.0 EgediDm 20517.28.610 +7Qg 4100 +7110 .11D.0 +70.0 410.0 +70.0.110.1 +700-110e +70.0.110,0.70.01-110.0 +740.110.0 4B Sue&el Prmiaw 17.517-20.510 +7e0-110.0 0300-110.0 030.0 -1160 -70.0-1100 46 Sbldad PrO.imv 17.517-20,510 •70.0 4140 +70.0-11D.0 +70.0 410.0 +70.0-110.0 +700-11110 +70e•110.0 +70.01410.0 .70.0 410.0 E% SASH Crsmmsae 14517-17.518 .700 411&0 +700-170.0 +m0-1100 +ro.a-110.0 Cwlomsae 14517-17.518 +Too.10.0 +70e-10.0 .700.100 +700 01De +100-Imo +7ao-110.0 +70.0 410.0 +711.0-110e HEIGHT caaam sae 12517•t451s -7110.1100 +70.0-110.0 *100 411&0 .7ao-+too actom size 1x517-14.519 •740.110.0 -TMO 4100 +70.0-110.0+70a-1 10A .100 410.0.70.0.1100 4700-1110 +70e.110.0 SECTION DETAIL FOR g shmdeat 11.377-12516 +700.10.0+700-110.0 +70,0.110.0 +7ao-110.0 _ shataet 11.317-12516 +70.0-110.0 +70.0 4140 +70D-7100 +70.13-110.0 +Mo•1a.o +740-11.0 +70.0.10.0�+70.0.110.0 7.00151 33.208.37.98 +70.0•1140 000 M.0 .«10.0 -ado +7ao -90.0 E Tsil 1 33208-37.530 .70A.110.0 +70.0 410.0 +70e-110.0+7110-110.11 +700-110.0 +70.0 -99.13 +70.0 -930 -70.0 -900 WINDOWS WITH SI WzeJ[Uilago 24517-33:207 +700•110.0 000 4140 .70.0.1 U10 +7ao-110.0 Semad Izge 25517.33207 +706.110.0 .70.0•11110 -700.11&0+70d-1100 +70a .1100 +70.0.110,0 +700.110.0 +70.0-1100 LEVEL R3 REINFORCEMENT 25 O EqulHde 23.517-20.518 +70.0-1100 +700-110.0 +70.0-110.0 170.0-1100 Eq.9do 23517-28.511) •7D.0•110.0 +700•110.0 +70D •1100 .10.0-710.0 «700 •1 Me «70.0-1100 +70.0-1100 .70.0-110e 8 assts C9elomsize 20.517.23516 .7011-1101 •7ao.111.0 •70.0-111.0 .70.0.110.0 � 49MS CoI-Size 24517-23.510 +7ao-110,0 +7o.a 41116 +70.0-110.0 «7a0-110.0 +70.0 4io0 +70.0.1100-70.0•1100 .70,D 110.0 &GLASS.TYPES 9-16 F SmrWld A_1 17.517.20516 -70.0.110.0 +7aD-110.0 +100-110.0 +7D.0-110.0 8 Standmd P,adav 17.517.20.516 .7110 •110e 030.0•110.0 +70.0-110.0 030.0•1100 .7 .1100.110.0 N4o•110.0 +700-110.0 .70,0.110.0 SILL O c Iemsao 14.617-17.516 +70.0 41011 +700-11110 •711.0 Aiee .70.0-110.9 C.-sae 14.517-17.518 +700.-110.0 +70.0 410.0 +70.0-1100'+70.11-110.0 +70.0.110,0 +70.0.1100.70.0-110,0 +7aa-116.0 (IN FIGURES ABO(REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY (� cmmmsa tzsn-141516 +70.0 411&0 .70.0.110.0 .70.0-110.0 170.0•170.0 item Sae +2.517.14.516 171.0•110.0 +70.0.110.0 +711.0-110.0 .To.a -111.0 +70o .110.0 .TOLD-111.0 -700.110.0 -70.2.110.0 TO ALL CONFIGURATIONS) Sroden 11.377.12518 +7110.110.0 +700 Aloe +70.0-110.0 +70.0-IIDA 15110&151 11.377.12.516 -70.0.•110.0 +70e-110.0 .70.0-111.0 «70.0-110.0 +roo -110.0 +70.0-110,0 +70.0•1100 +70.0-1100 Ta9eel 34517.41.874 -70.0•110.0 +700.110.0 «70.0 .110.0 +700•110.0 Tm1an 3e.517-41x44 «70.0 4110.0 +700-110.0 +70.0.11D.0 +70.0-110.0 +70o-110.13 .700-110,0 +70.0-1100 +700-115.7 SlmdaAC ftege 31.517-38.510 +70.0.110.0.70.0 41`10 +70.0-110.0 +70.0-110.0 SleNardWInge 31.517-36.516 +70.0-110.0 .-700.11111 +70.0-110.0 470.0-10.0 +70.0-11&0 +ToD.110.0 +100•10815 +70.0•1030 Eq W. 20.517-31 Ste +70.0-110.0 +700 .110.0 +Mo .110.0 .70.0-110.0 Egetl4na 26.517.31.510 +10.0-110.0_+70,0.110.0 +ro.o-110.0 nae -1100 «TOA -11&0 +7D.0•110.0 +70.0.107.9 +700.110.4 ..Wam Pm.. 0.517-28.518 000.110.0 +70.0 410.0 +70.0 -1100 +70.0-110.0 Slnrdad Pmiev 23.517-28.516 •70,0 411ei) +700-11110 .70.0.110.0 +70.0•710.0 +70.0-110.0 +100.1141 .70.0.11110 +70.o-105.2 62 c emm size 20.517-0.516+7Do-110.0 +70.0 •1100 +70.0 •110,0 .70.0.110.0 62 cactom sae 20.517-23510 .700-110.0 .7110-110.1 +70.0-1100 +70.0-110.0 +70.0-11 De +100 110.0 .70.0-110& -70.0.407.0 ceermmsae 17+517.20.510 .70.0•11¢0 -?as .110.0 +70.0 -110.0 •70.0•110.0 �tmm sae 17.517-20516 +100-11111) +70.0 4100 +710.0.1100 +700-IIQe .roe .110.0 +700.1100 +10.0.110.0 -711,0.1098 cammmsem 141517-17.51e .700-1100 4700 -110.0 •71.0-10.0 .700;log astern siva 14.511-17.518 nae-1710.0 .To.O•10.0 .110.0&11111 .76.10 0060 +711.0 -toxo .110.0-las +70.0 da.5 -711.0 400,5 c,cmmsud 13017-14.516 .740.110.0 +100.1%&0 -Me.1100 +70.0-110.0 cslm,n Sae 13.017-14.516 +70.0.1100 +70.0-11110 +700•100.2 +70.0-7017 +70.0 .97.1 +70e .94.4 .71311 :97.4 .70.0' -04.4 snafw 11.864-13016 +70.0 410.0 +70.0 .1100 +70.0 .110.0 +709-110.0 sunset 11.664.11010 -70.1•110.1) +70.0.110.0 +700.1oze 170.0 .07.0 +70.0 .9131+700 .80.1 +70.0 -Dog +70.0 -so0 T.2.t 39517-4).044 +7ao-110.0 ,700 •1100 +MD•110.0 +70.0-110.0 Tell- 3¢517-41.644 +70.0-170.0 +70.0-110.0 +100-110.0 +70.0.1100 •70.1 -1100-7ao-110.0 +70.0 00.5 +700 no C Ie Size X517-39,516 •7Qo.110.0 +700 410.0 +71.0-1100+70.0-1100 Caston Sae 38517-39.518 +70.0-110.0 +700-1100 +70.0-1100 +70.0 410.0 +700 -110e +70.0.110.0 .700-101.7 +70.0 -96.3 Egm4Hka 35.517-38.518 +70.0-110.0 .70.0 -1100 .70.0-170.0'.70.0•110.0 Eq,ml-fie J5.517.a.51e H00•170.0 +700-170.0 +700 -1100 +7e.-110.0 +70,0.110.0 170.0-110.0 +70.0'•1a,4 170.0 •850 75 C.I.in Sam 32517.35518 +700 411)e +7Do •1100 +10.0 -710.0 +70.0•110.0 75 Culmen sae 32517-35.518 470.0-110.0 1700-1100 +70.0-1100 Me .110.0 +70.0•110.0 +700.110.0 170.0 .1a.7 +700 .652 Suer el Peeiav 29.517.3x516 17QO•1/110 +7110 410.0 +10.0.1100 .70.0 •IIDe 51&2004 Pra4ew 20517-32.516 +70.0-1100 .Me-110.0 +70.0-110.0 +100-110.0 !70A -110.0 +70.0 400.8+70.0 .101.17 +70.0 -98.1 c.e.sam 26.517.29.510 +700 410.0 +70.0 .110.0 +700-1100 .70.0-110e Cutam Slso 26517 20.516 .70.1•1100 .700 4100 +70.0.107.9 +700 -1024 +70,0 -Deg +70.0 446.4 •70.11 -084 +70.0 -08.4 Stvleel 24.884-26.5111.+70.0 410.0 +700•110.0 +700-170.0 +70.0•110.0 shalm4t 24864.26.518 +70.0.1100 +70.0 -110.0 +70.0-1040 +70.0 .99.1 .70.0 -85.4 170.0 &24 110.0 -024 030,0 -924 Eq 1,14. 3e.517.41.w4 +711.11-110.0 w(10 411&0 +700-111.0 +7aa-118.0 Equml-61e 381517-41644 +700-11o1 +Too-110.0 +700-11110 woo.4100 +70.0-1100 +711.0-las..700 •sar 170e -91.1 GLASS TYPES,9 THROUGH 84 aslam Sae' 15517-38518 1700 4100 .IDD 010,0 .7ao-10.0 170.0-170.0 W &nom sae 35517=38518 170.0-17&11 nae-10.0 +70.0 4107.& -70.0-toz4 +70.0 -969 -Ise 06.4 .70.11 -0..4 .70.0 -91.6 '1fi MAY NOT BE USED WITH 151010410 P,mee: W.W.3551& +70.0-110.0 +700-110-0 +70.0-110.0 .100 1 0 swda4erraiew Mau-35.518 +7110-110.0 .700-110.0 +r¢0-IOLB .70.0 -97.0 171.0 .w.0 -70,0 -90.1 .70.10 -eo.1 +7o.o 150.0 J-CHANNEL OR INTEGRAL PRODUCT REVISED 01.10 7eeesl ^-41.644 -79.0.lag +7ao-11(1D .70.0-110.10 +70.0-110.0 01.76 Tallest •'-41x44 +70.0 410.0 +7110 0100 170,0 aoz.a n¢0. -97.0 +70.0 -913 +70e .80.1 +70.0 -9315 +70.0 7900 •FIN FRAMES as complying with the Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Bullding Code "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 ••MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 NOA-No. 20-0401.03 (APPLIES TO ANY HEIGHT 91.78"OR LESS) (APPLIES TO ANY HEIGHT 91.78"OR LESS) 47 /7 Rev7nt.. Ex Iratlon Date• 7/30/2025 ,.- 2>� C)SASH HEIGHT CORRECTION. Br �ytu cCa•:• 4tCENgF .•! AK-03/10/20 Mlam Dndem Dade Produ4:/"elmlirol • Ne.511705 NOTES: Da3rnpWn: Orolrn Ebr '1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. =-� i3.z,0 ;-iY� 1070TECHNOL0GYDRB/E DESIGN PRESSURE TABLES J ROSOWSKI ATE OF ��� N.VENICE,FL 34276 71Ue: 1 D07e: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. '.CS •�<t7ZtC?i�.•' �' � SINGLE HUNG WINDOW INSTALLATION LM 05/1.5/15 3)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN SeAea/ModeY. Srnie: Shoat Orotvine Na. Rer. ON THE TABLE. 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By:I ratMtu t®- 713 _ o I� AK-03/10/20 Mlam f ado produe"o trot .754" .750" /T No.53705 .025" -►�+-� -p /A Description: Drown W . LAM[IG EXTRUDED ROLLED 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 90 SCREEN FRAME tli SCREEN FRAME %�� TE F ;�(VW� N.VENICE,FL 34275 DBa: Data: C�s'•,�<G.... '���; cail}4ao-+600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 iS��NALml IEN�`'` Se ias/ModaL• Scala: sheat Drswing No. Rev A LYNN MILLER,P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 C P.EA 58705 REGISTRATION#29298 SILICONE #--\ MELT BUTYL TABLE 12: TABLE 12,CONT.: STRUCT Bill of Material Bill of Material,cont SILI STRUCTURAL 1/4"NOM: 3118°NOM. # Part.# Description Materiel # Part# Description Material POLYISOBUTYLENE 1 620101 Single Hung Frame Head&Jambs-J•Channel PVC 5 72019 Auto Loc Mechanism C.Stee WITH DESICCANT DESIC2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 72019889 Sweep Lock Cast Zinc EXT.GLASS EXT.GLA3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 72019586 Auto Lock Cover Assembly Cast Znc4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast'Znc 6 620106 SH1DH Frame Sill-Flange PVC 50 776X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SSINT.GLASS .GLASS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 1 620108 SH1DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Corner Key PVCKODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS 7e 0 ® TM+ 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 4SG TPS SPACER NXT 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620158 Pull Reil Interlock 6005 75 AI 57 420186 Plastic 7111 Latch Finger Pull PVC REINFORCEMENT pOLYISO- DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tih Latch Finger Pull Cast Zinc BUTYLENE 5/16"NOM. 21 620157 Beveled Interlock 6005 TS Al 59 420180 Pivot Bar Comer Key PVC 5/16"NOM. SEAL 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL& VINT.GLASS LICONE SEAL 23 620150 Light Sash Reinforcement 6063 76 Al 63 720191 Sash Pull Handle Cast Znc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 76 Al 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEE 26 620153 Standard Meeting Rail Reinforcement 6005 TS At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rall Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast Znc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 77858B #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lam!I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 or Dow 983 Silicone INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 1 71646N I Setting Block.(7/8"x 1"x 1181),85+/-5 dum. EPDM n XL EDGE TM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61Q12 Extruded Screen Frame DURASEAL@ e Alum 7a 7s, 36 78)GTHPX #8 x 3"Ph.PH SMS(Meeting Reit Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 63 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)00= Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 1 87 61635/61614 .140"Screen Spline(Machine/liand Rolled) Vinyl 44 1 7SX114FPAX#8 x 1-1/4"Ph.FH SMS Spiral Balance Screw) 410 SS Part# Description Material PRODUCT REVISED as complying with the Florida 76 Kommeding 4SG TPS Spacer System Betiding Code NOA-No. 20-0407.03 77 Quanex Super Spacer nXr with Hot Melt Butyl See this '110111101 78 Quanex Duraseal Spacer MSheet fbr aterials at _lti LYr'V V ,l� Rev/nrw: Ea lratlon Data 7130/2025 p ` ��j` 1r C ADDED BACKBEDDING. By. 79 Cardinal.XL Edge Spacer �; ,F�- AK-03/10/20 Mlarrr Dade Produet tzo trot REFERENCE TEST REPORTS:FTL-8717,8968&8970 lr i No.50705 f. tl , Descnpfron: a?m 8)c D tKi" 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI -OF •:,(4�ti N.VENICE,FL34275 nae: Da1s NOTES: %�'�ns••�•�?RIDA•,•• (IM1)48o-t6g9 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 aG`\\ 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. //111 I I t 1 vv Sedee/Nadel: Scale: SAaet: DmMng No. Rer. 2)ITEMS#9-13.15.24.28,29.34.39.61.62.68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A LYNN MILLER,P.E. SH-5500. NTS 12 OF 13 MD-S H5500-01 C P,.E#59705 REGISTRATON#29288 OPT.SWEEP LOCK O 46 * q8 OPT.AUTO LOCK I` V 47 18 20 I OOR 58 0 40 85 45 IrI 1 I OPT.PULL RAIL I I I I 22 ') B2 ORO TER 19 INLOCK& COVER I 56 87 I Q O •�O I - T ' i 86 T I 35 OPT. BEVELED -,i• MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR 16 •o &COVER . i FRAME WELDS ( X4 j O 18 54 � 72 -•, I72 X4 I 1 fi 53 OR81 80 ., 50 --------------- -r14j1 i �•• �.• Ir ES j0 gPlp.11C0.-.--�-f1ACt OPT.PULL HANDLE SCREEN P. 49 60 ASSEMBLY d I 1k- 64 LWITHATCHDETAILS41 40 CONSTANT FORCE , 85 16 82 OR 83 8-•_-_ OR BALANCE d OPT.PULL 40 OR 43 --@@ SPIRAL BALANCE HANDLE p J 63 67 16 MITERED FRAME WITH p SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS. 66 — 36 DETAILS / /// •-�__ •, EXTERIOR • 59 i PRODUCT REVISED gAlA1VC6 $3 1 as Complying with the Florida Building Coda .ATTAC - -" NOA-No. 20.0401.03 FRAME 'N% (LY�f t i� Rem Expiration Date,��•..007/30/2025 ASSEMBLY ®' ;`��� cerlSN't��l C)NO CHANGES THIS SHEET. By; GLdt DETAILS ' �I F 2: ;FAK-03/10/20 Mlam Dado Product do oral 140,56705 - ` _ �^�- Deacriptlon: OmMn By. 1 EXTERIOR .Z(� VENICE,FL 34275 070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI 3 '•. �� NOTES: O S'RAT ���- N. n8e: Ocie: 1)SOME PARTS)OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. C�iS•'•R,�ORIOP,.•'G\��� I�1>-°6°-16°° SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1&S.OTHER FRAME TYPES APPLY. �i�S/(J •• ����� 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7: �i�l IVAL ��� Serfe�/Modal• Scala 97tnet: Drowfng No. Rer. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LJNN M'Lk 5,P.E. SH-5500 NTS 13 OF 13 MD-S H5500-01 C P.E#51705 REGISTRATION#29286 X109 pepa� �r5t.4ucleGAuotV Ile Copy MIAMI•QADE MIAMI-DADE COUNTY MIN ® PMSSCONTROL SECTION RE9IEYE® W6Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RIG L t,Florida 33175 BOARD AND CODE ADMINISTRATION DIVISION ^' M�T"(�6"3`i F(786)315-2599 NOTICE OF ACCEPTANCE OA STC G COU midade.eov/economy PGT Industries,Inc. WJJ BOCC U 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 C dated 04/02/20,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 and renews NOA# 17-0411.08 and consists of this page 1 and evidence pages E-1,E-2, E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. NOA No.20-0406.01 MIAMI-DADE / Expiration Date: September 24,2025 �✓'' Approval Date: August 27,2020 08/27/2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal®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 No.15-0903.10) Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.01 Expiration Date: September 24,2025 Approval Date: August 27,2020 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.15-09 03.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 16-1117.01 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear,Clear,and Color PVB Glass Interlayers", expiring on 07/08/19. 2. NOA No. 14-0916.11 issued to Kuraray America,Inc. for their"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 3. NOA No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/18. 4. NOA 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", expiring on 04/16/20. 5. NOA No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014) and FBC- 6th Edition (2017), dated 08/02/17 and Statement letter of no financial interest, dated 03/31/17issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. 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) 3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. (Submitted under NOA No.15-0903.10) G. OTHERS 1. NOA No. 16-0714.17, issued to PGT Industries,Inc. for their Series"HR-5510"PVC Horizontal Rolling Window-L.M.I., expiring on 09/24/20. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.01 Expiration Date: September 24,2025 Approval Date: August 27,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Drawing No. MD-HR5510-01 titled "Horizontal Roller-LM", sheets 1 through 18 of 18, dated 05/15/15, with revision C dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsi1983 silicones, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega,RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-61h Edition (2017) and FBC-7th (2020) dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. NOA No. 17-0808.02 issued to Kuraray America,Inc. for their"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA, for their "White Rigid PVC Exterior Extrusions for Windows and Doors"dated 03/08/18, expiring on 02/28/23. 4. NOA No. 20-0203.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/27/20, expiring on 04/16/25. �j� Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.01 Expiration Date: September 24,2025 Approval Date: August 27,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 5. NOA No. 20-0203.04 issued to ENERGI Fenestration Solutions USA,Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/27/20, expiring on 04/16/25. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-6th Edition (2017) and FBC- 7th Edition (2020), dated 03/27/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/27/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. NOA No. 17-0411.08, issued to PGT Industries, Inc. for their Series"HR-5510"PVC Horizontal Rolling Window-L.M.I., expiring on 09/24/20. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.01 Expiration Date: September 24,2025 Approval Date: August 27,2020 E-4 2-5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING CLUSTER DETAILS SHEET 6 12-314"MAX.O.C. --►I ��— B,SEE VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 8"MAX 1-1/4" LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT 'SHEET 3 SEE SHEETS 1 MAX. 9-16 D,SEE 2-5 ANCHORS,SEE CLUSTER L� A,SEE r 10"MAX. --- 1 BHEET4 8"MAX. SHEIy 6MAX.O.C. I' 18.9-4°'MAX.O.C. SHEET 3 —�I( C.SEE —'— --_--- SHEET3 T A 10"MAX } � SHEET4 �_j I C E,SEE SHEETS EQUALLY / / MAX.O.C. MAX. 72" E SPACED BUCK ANCHORS PER / / �T HEIGHT a/ BSC EQUALLY / / / 53° TABLES I7-22 r HEIGHT SPACED �J MAX. ANCHORS PER BUCK SEE / / TAB LES 2327 / / / HEIGHT SHEETS 9-16 15.67" � 8"MAX. 8"MAX — — SEE SILL SEE SILL _ WEEPHOLE___/�LiHOLES WEEPHOLE _ SEE SILLDETAILS, C. 3"MAX. DETAILS, 4"O.C. 3"MAX. WEEPHLE� 4"O.C.BETWEEN SHEET 3 5°MAX.BUCK WIDTH B SHEET4 BETWEEN D DETAILS WEEPHOLES 3°MAX. EPHOLE 75"MAX.BUCK WIDTH SHEET 3 140"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: •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION •ASTM E13DD•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 NDS-2018 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 MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI Sl OD-16 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. •AISC 360.16 4)ALL WOOD BUCKS LESS THAN 1-112"THICKARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"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 EMBEDMENTTO 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 SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE 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 CAPBLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2 7)DESIGN PRESSURES: NGE& FLA , A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. EQUAL INSTALLATION, FLALEG/BOX.................3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. &j-CHANNEL INSTALLATION. INTEGRAL ...................4 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33413%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. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................9-16 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NOA;DEWALT ULTRACONF NOA;ELCO/DEWALT CRETEFLEX NOA;ELCO/DEWALTAGGRE-GATOR NOA;ENERGI WINDOW AND DOOR EXTRUSION PROFILES&BOM 17 PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................18 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL PRODUCT REVISED USER INSTRUCTIONS: as camplyIng with the Florida 111 111 Building Code 1)DETERMINE THE 2)KNOWING YOUR FITE RAME TYPE,NDOW CONFIC,WINDOW IGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1))ING'S DESIGN PRESSURE REQUIREMENT USINGWINDLOAD AND DD ASCE 7. \\���QNY LYNN / i/ ROY181On NOA-No. 20-0406.07 ,.•' ..I �9/ C)UPDATED TO FBC 2020, Expiration Date 09/24/2025 REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING �` '� ( P •• 4iCENSC--'• REVISED ANCHOR TYPE �^ TABLES 6.16(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING •F OBTAINEDIN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. Q.' '.� TABLE. By J 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION No.58705 AK-03127/20 Miami-Dade Product Control CONDITIONS. *— QD 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THE ANCHOR/SUBSTRATE WILL MEET -10 :� �J — D.-HpIlb. Grown BY: REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2OR3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET T� I ,Z20 �� 1070 TECHNOLOGY DRNE GENERAL NOTES&ELEVATION JROSOWSKI SET ARE MET. STAT OF '• N.VENICE,FL 34275 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. i��•'•,F<pRipP•,•'•\Z� (941)-080.1800 TiVo' USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS, i SSS ''•••-••' �G HORIZONTAL ROLLER-LM 05/15/15 / /ANAL E ` NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, I l I II I I i 11 ` Seri 1111odah Seol8: Sheat, Dmwin9 Na Rsw INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE B ON SHEET 2. A.LYNN MILLER,P.E. HR-5510 NTS 1 OF 1 B MD-HR5510-01 C P.EA 58705 REGISTRATION M296 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass d t ti Descripon(Listed from Exterior to Interior) Frame Glass Type "A"=ANNEALEDInstallation H"-HEAT STRENGTHENED types Options Conditions Substrate Option Detail Sheet 5 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 118"A Glass with.090`PVB Interlayer (see Fig B) (see Table t) T=TEMPERED 6 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16°Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer 'PVB'=.090°TROSIFOLO PVB Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 7 7/8"Laminated I.G.:3116"A Exterior Ca +3/8"Air Space+5/16"Laminated; BY KURARAY AMERICA,INC. J-Channel 5A Integral 9n...... ....Into Metal-sheet 4,option 8 Cap p (2)Lites of 118"A Glass with.090°PVB Interlayer (tri) Through the frame Into 2X Wood Frame/Buckstdp-sheet 4,option 6 8 7/8"Laminated I.G.:3116°T Exterior Cap+318"Air Space+5/16'Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer 'SG"_.Oso•sENTRYGLAs® 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 118"H Glass with.090"SG Interlayer INTERLAYER BY KURARAY AMERICA,INC. Into 2X Woad Frame/Buckstdp-sheet 3,option 1 11 7/8"Laminated I.G.:3/16'A Exterior Cap+318"Air Space+5/16"Laminated;(2)Utes 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+5116°Laminated;(2)Lites of 1/8"H Glass with.090"SG interlayer (42) All ofthe window...... ....through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 GLASS TYPES 5,J.11 815 14 7/8"Laminated I.G.:1/8"T Exterior Cap+5/16"Air Space+7/16"Laminated;(2)Lltes of 3116°A Glass with.090"SG Interlayer Into Metal-sheet 3,option 4 - MAY NOT BE USED IN THE 15 7/8"Laminated I.G.:3/16"A Exterior Cap+1/4"Air Space+7116"Laminated;(2)Utes of 3/16"A Glass with.090"SG Interlayer HVHZ ABOVE W. Through the into 2X Wood FmmeBuckstrip-sheet 4,option 5 16 7/8"Laminated I.G.:3/16"T Exterior Cap+114'Air Space+7/16°Laminated;(2)Lites of 3116°A Glass with.090"SG IntedIntegral Fin ayer 9 5-6 integral lin...... ....into Metal-sheet 4,option 8 SEE SHEET 6,TABLE 5 FOR GLAZING/DESIGN PRESSUREIANCHORAGE INDEX. (#3) Through the frame •...Into 2X Woad Freme/Buckstdp-sheet 4,option 6 of the window...... ....into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 Min.Ede Min. Material Min.Fy Min.F„ Box/ Through p Group Anchor Substrate B 'MIN.OF 3 Equal-Leg All 9 the frame ....into Concrete/CMU-sheet 3,option 2 Distance FmbedrhenV THREADS Steel Screw 92 ksi 120 ksi (#4) of the window...... ....through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 #10 SMS oumem Pine(3G=0.55) 7/16" 1-(8" BEYOND THE 18-8 Screw 60 lost 95 ksi ....Into Metal-sheet 3,option 4 (steel,183 S.S. Steel,A3T 318" 0.050" METAL 410 Screw 90 ksi 110 ksi Steel Stud,A653 Gr.33• 3/8" 0.0451`(18 SUBSTRATE. or 410 S.S.) Ga.) Elco/DeWalt Aggre-Galol® 57 ksi 96 ksi A Aluminum,6063-T5• 318" 0.050" "UNGROUTED Elco UltraCon® 155 ksi 177 ksi 3116"steel Ultracon or P.T.Southem Pine(SG=0.55) 7H V 1318" CMU"VALUES 3116"DeWalt UltraCoM® 117 ksi 164 ksl FIGURE B:FRAME TYPES Ultracon+ Concrete(min.3 ksi) 1" 13/8" MAY BE USED 1/4"DeWalt UltraCon+® r148ksl 164 ksi 3116"steel Ultracon Ungrouted CMU,(ASTM 090) 2-1/2" 1-1/4" FORGROUTED 410 SS ElcolDewalt CreteFlex® 189.7 ksi ���......��� ///3/16"steel Ultracon+ Ungrouted CMU,(ASTM 090) 1" 1-1/4" CMU 606475 Aluminum 22 ksi ( � (dP.T.Southam Pine(SG=0.55) 9/16" 13/8' APPLICATIONS. V OO #12 SMS A36Steel 58 ksiff7a Steel,A36• 319 0.050"(steel,0 S.S.S. Gr.33 Steel Stud 45 ksi or 410 S.S.) Steel Stud,A653 Gr.33' 3/9" 0.0451"(16 Ga.) BOX OR Aluminum,6063-75• 318" 0.063` FLANGE EOUAL- B 1/4"steel Ultracon orINSTALLATION NOTES.SEE SHEETS 3 8 4 FOR ILLUSTRATIONS: LEG Ultreen+ P.T.Southam Pine(SG--0.56) 1" 1-318" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 114"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1-318' 2 8 3,THIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. o0 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1-318- ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE Concrete(min.2.85 ksi) 1" 1314" WINDOW. 1/4'steel UltraconConcrete CMU,(ASTM C-90) 2-10 11-1/4" C Concrete(min3 ksi) 1-3H6" - 13)4" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, . 1/4"steel Ultmcon+ THIS SHEET.ALL WOOD BUCKS LESS THAN 1-11T THICK ARE TO BE (1 L/0 !F11 0 Ungrouted CMU,(ASTM C-0) i• 1-114• CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF �J ff 114"steel Creteflex Concrete(min.3.35 ksl) 1• 1-3/4" UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED J CHANNEL INAL 1/4"steel Ullracon Concrete(min.2.85 ksp 2-1/2" 1314" AS 2X ARE 1-112•THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) 1/4"steel Ultracon+ Concrete(min.3 ksi) 2-1/2" 1314" SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE 1/4"steel Ultracon+ Ungrouted CMU,(ASTM 090) 2-112" 1-1/4" STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE DConcrete(min.3.35 ksi) 2-112" 1314" RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 1/4"steel Creteflex Ungrouted CMU,(ASTM 090) 2-V2' 1-114" o 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT 114'steel Aggre-Gator Concrete min.3.275 ksi) 1-1/2• 13/8" OPENING)IS MEASURED FROM BEADING TO BEADING. Grouted CMU,(ASTM 090) z' 2" PRODUCT REVISED as complying with the Florida TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Building Code NOA-No. 20-0406.01 Group Anchor Substrate Distan Distance Embedment ���in. �` Y LYNN //��i RerfsPon. Expiration Date 09/24/2025 \� ON.•••••••.,/LIj C)REVISED ANCHOR TABLE, E 2-112'x.131•Common Nall P.T.Southem Pine(SG=0.55) 318• 2-7116' \ a'��•'••�ICENSF •�(� i CORRECTED TABLE 4. By 2-112'Rlrgchank Roofing Nail P.T.Southern Pine(SG=0.55) 318' 2-7/16' Q-: '•,��� AK-03/27/20 Mlaml-Dada Product Contro P.T.SouthernPine(SG=0.55) 1/T 1318' � No,58705 z*: '. *z j #10 Tmsshead SMS Aluminum,606375• 318' 0.050• (steel,1"S.S. — : u Desc otlw: Ororrn By' or410 S.S.) sleet stud,Gr.33• 3!8• 0.0451'(18 Ga.) .MIN.OF 3 / Z 9 1•� 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36• 318" 0.050° THREADS '�� $AT OF [(/�� N.VENICE,FL 34275 IItie: Date: P.T.Southern Pine(SG=0.55) 9/16" I-wa" BEYOND THE '••,'cC ORIDf`.•' \� (941}480-1800 #1zsMs Aluminum,6063-T51 318• 0.063' METAL %;�S ` HORIZONTAL ROLLER-LM 05/15/15 (sloee�'SES.)S. Steel Stud,Gr.33' 318• 0.050' SUBSTRATE. ''/IS CONAL Serf�e/Modd: Seat: Sheaf: Orvrlrg No, Rev: Steel,q36 3 e 0.050 A.LYN(I Phhi� P.E. HR-5510 NTS 2 OF 18 MD-HR5510-01 C REN 58705 REGISTRATION 1129296 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 1 DISTANCE PER SUBSTRATE, SEE INSTALLATION NOTES SHEET2 (SEE SHEETS 8 8) SEE NOTE 2,SHEET 2. SEE TABLE 2,SHEET 2. ANCHORED THROUGH TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE FRAME INTO METAL "XO"OR"OX"SASH 114"MAX SHIM FRAME INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. 114"MAX.SHIM 13 19 1630 16 29 28 SEE NOTE 2,SHEET 2. I FLANGE IEMBEDMENT #10 OR#12 STEEL 20 40 OPSARABLE 43 EDGE SH FRAME SMS(G5),SEE 37-39 DISTANCE SHOWN ...JJJ---LLL TABLE 2,SHEET 2. a❑D 2 za ❑ D ETYP.MB ANCHOR TYPE, 2 �i14"MAX SHIM FIXED 41 J o o - 13 ❑�� LITE o I - EMBTRATE,AND VISIBLE I _ EDGE DISTANCE PER 72 �� LIGHT WIDTH iiSUBSTRATE,SEE • TABLE 2,SHEET 2. II��1� O DADE APPROVED MULLION, 00�L�J 29 ALUMINUM/STEEL FRAMIFBC NG FLANGE LIGHTIWIDTH 42 EXTERIOR 0 .• OR STEEL STUD,MAY BE FRAME 72 14 4 EQUAL VISIBLE VERTICAL OR HORIZONTAL. SHOWN 24 OR 25 OR 26 LEG (1)AT MID-SPAN OF INTERLOCK FIXED LIGHT LITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8)TYPICAL FOR ALL FRAME 43 (1)3-112'FROM EACH SASH HEIGHT TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILES/RAILS 29 HORIZONTAL SECTION A-A(OX) 22 OR 23 za HEIGHT EXTERIOR 30 16 19 16 (SBUCK EE SHEETS 7-8)TYPICAL OPERABLE 43 OPERABLE 20 OPERABLE 43 FOR ALL"XOX"SASH a SASH 40 SASH VISIBLE SASH 0 37-39 21 OR 22 OR 23 LIGHT I 11 -i� , (SEE SHEETS 6S) HEIGHT 0 P�! �! za -�� '�L ❑p TYPICAL FOR _' : 'iL 1 __ ALL SASH 16 41 FIXED @_\ 6 ,Y VISIBLE _ o LITE Q J ZI VISIBLE 45 47 a LIGHT WIDTH 'r �i- 111 LIGHT WIDTH fffrr�" 81 29 FLANGE ' WEEP I" ti o 0 0 FRAME � OPT. 29 15 SHOWN 87 85 NOTCHES 80 DD 1-1/4"X 1/4" 34 25 OR 26 -►� �--� �n O LIGHT WIDTH 72 VISIBLE 42 EXTERIOR 0 2 (SEE SHEETS 6-8)TYPICAL FOR 14 V 4 4 ALL"XOX"FIXED MEETING RAIL 33 114•MAX I BUCK WIDTH SHIM HORIZONTAL SECTION E-E(XM EQUAL-LEG PRODUCT REVISED FRAME as complying with the Florida EQUAL LEG INSTALLATION AS PER SECTION A-A ABOVE SHOWN Building Code FRAME SHOWN ;` / ReNefon. NOA-No. 20-0406.01 ON'NY LYN/y '•, INSTALLATION EMBEDMENT `` �� 'L// C)NO CHANGES THIS SHEET. Expiration Date 09/24/2025 OPTION2 _� �� �10ENSF' �(� AK-03127!20 By ANCHORED THROUGH N0.58705 M13ml-0ade Product Control FRAME DIRECTLY INTO _ ^ 7f- OD CONCRETE/CMU. EDGE - /1��y' — De pu= Drorn W. TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS = '•,Lll ti«-L/I•, Z� �; 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENTANDEDGE VERTICAL (EQUAL-LITE,XO&OX) STAT OF 44/- N.VENICE,FL 34276 rivDISTANCE PER SUBSTRATE, '�IORIOP. .��� (�1�48(1-16000• Date: WIDTH:BUCK WIDTH/2-4-1/4" SEE TABLE 2,SHEET2. SECTION B-B . S G HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-7-114° � s Sedw/Model: Scale: Shoat Drawing N. Rm A LYt�t✓ 11 I R,P.E. REGISTRATION M29296 HR-5510 NTS 3 OF 18 MD-HR5510-01 C P.E#66705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X INSTALLATION OPTION 5 OPTION 7 21 OROOR 23 WOOD FRAME NOTE 2, UEETZTRIP.SEE ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X I..t EMBEDMENT FINIFLANGE REMOVED) °XO"OR"OX"SASH WOOD FRAMEOR BUCK- O STRIPSHEET OTE 2, DISTANCE I'� 1/4"MAX.SHIM 13 19 16 30 16 29 28 EDGE J-CHANNEL #10 OR#12 STEEL I 2D 40 OPLE 43Q DISTANCE FRAME SHOWN 1 SMS(G5),SEE 37-39 1 TABLE 2,SHEET 2. I ❑ p T 1 28 _ TYP.ANCHOR TYPE, 1 ❑�❑� 1/4"MAX SHIM FIXED 41 0 L 11ElEMBEDMENT AND LITE I EDGE DISTANCE PER TYP.ANCHOR TYPE, FIN AND/OR VISIBLE _ SUBSTRATE,SEE 72 �❑ EMBEDMENT AND EDGE FLANGE MAYBE ❑�� llr LIGHT WIDTH IIIA �❑ TABLE 2,SHEEN 2. DISTANCE PER SUBSTRATE, REMOVED IN-FIELD (SCREW SHOWN)) SEE TABLE O 3,SHEET 2. 85 87 R FIN 111 13. FRAME �� DARE APPROVEDMULLION, 0 VISIBLE f'~ 42 0 SHOWN 28 FBC COMPLIANT LIGHT WIDTH 1_ EXTERIOR ALUMINUM/STEEL FRAMING 72 24 OR 25 OR 26 14 153 OR STEEL STUD.MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL HEIGHT TABLES 2&3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 22 OR 23 OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL 28 29 30 16 19 16 ALL"XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE 20 OPERABLE 4 SASH HEIGHT (� _�;o SASH 40 N o SASH o ��rr'' VISIBLE4 , 37-39 #100R),SEE EL 21 OR 22 OR 23 LIGHT OPERABLE O i� r ❑ SMS(G5),SEE J I TABLE 2,SHEEP 2. (SEE SHEETS 6-8) HEIGHT SASH I P8 �J 1 TYPICAL FOR � '�� ` 41 FIXED '�� ALL SASH 16 ❑a VISIBLE _o LITE o _ I VISIBLE I_�❑ 86 � 45 47 LIGHT WIDTH ff r - -i( —�—""111 LIGHT WIDTH fff�� OPT. N� 80 81 FIN WEEP -- FRAME 87 85 NOTCHES 29 Y9 SHOWN 0 314"X1/4" 25 OR 26 VISIBLE I _ `� 42 00 EXTERIOR 1-1/4"X 1/4" 3 LIGHT WIDTH fffT� `--7�2 14 J-CHANNEL (SEE SHEETS 6.8)TYPICAL FOR FRAME 15 ALL"XOR"FIXED MEETING RAIL SHOWN 33 BUCK WIDTH - 3 —[SHIM HORIZONTAL SECTION C-C(XOX) PRODUCT REVISED ❑ p SHIM (1)AT MIDSPM OF INTERLOCK INSTALLATION AS PER SECTION D-0 ABOVE as complying with the Florido FIN FRAME O C RNE FROM)AT SASH Building Code SHOWN CORNER AND(1)AT CENTER OF I I I I I I NOA-No. 20-0406.01 TYP.ANCHOR TYPE, SASH STILES/RAILS `\�.�� t,Y.LYN . , C)RovNO CHANGES THIS SHEET. P O N Expiration Date 09124/2025 EMBEDMENTAND� 0 LICENgF•,['� AK-03127/20 �^ EDGE DISTANCE PER EDGE DISTANCE Q-; •(n Byy—� '•� = Mlaml-Dade Product Control SUBSTRATEy SEE SEE „y� Na.58705 TABLE 3,SHEET 2. —•1 EMBEDMENT - '>k= VERTICAL VISIBLE LIGHT FORMULAS = L �� 1waTEctwoLoorDRn/e JCHANNEL&INTEGRAL FIN FRAMES J RO OWSKI INSTALLATION OPTION 5 =0 g1EpF U!� N.VENICE,FL 34275 ANCHORED THROUGH INTEGRAL FIN SECTION D-D (EQUAL-LITE,XO&OX) •.• " ;••�` INTO 2X WOOD FRAME OR BUCK- WIDTH:BUCK WIDTH 12-4-1/4" ',�s•'•F�ORID1;,.•'G�C��\ (9at}46a-1600 HORIZONTAL ROLLER-LM 05/15/15 STRIP.SEE NOTE 2,SHEEN 2. HEIGHT:BUCK HEIGHT-7-1/4' '�.;S�ONAL EN � //1 j I I� Series/Modeh Seq/e: Short Drpwlnp No. m Ly'd4IvGL I P.E HR-5510 NTS 4 OF 18 MD-HR5510-01 P.E.#58705 REGISTRATION#29288 SILICONE STRUCTURAL 1/4"NOM. 7/8"NOM. �+— —►{ 718"NOM. 7/8"NOM. —►{ 718"NOM. POLYISOBUTYLENE WITH DESICCANT EXT.GLASS 76 KIDDISPACE 5/15"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 4SG TPS 7/16"AIR SPACE 7/16"AIR SPACE--\ 318"AIR SPACE 3/8"AIR SPACE- 1/8"!A PACE1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS a INT.GLASS EXTERIOR a EXTERIOR )IN a EXTERIOR a EXTERIOR 78.79 7s-79 76.79 79-79 STRUCTURAL HOT-MELT BUTYL 11 1 SILICONE GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 FOAM 3116"NOM. WITH DESICCANT SUPER 7/8'NOM.. 7/8"NOM.. 7/8"NOM. 7/8'NOM. EXT.GLASS SPACERO NXTTm �+-- 5116"H/H SG 5/16"H/H SG 5/16"H/H SG 7/16"A/A SG I I 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE INT.GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS--\ 1/8"T_GLASS ALUMINUM G7 EXTERIOR 1ba EXTERIOR a EXTERIOR a EXTERIOR *AN EMENT 78-79 78-79 78-79 76-79 BUT DESICGLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 F EXT.GLASDURASEA0 SPACER 1/2"NOM.GLASS 718"NOM. �{ 718"NOM. 76-79 BITE TIP, SS 72 O 74 7/16"A/A SG 7/16"A/A SG EXTERIOR GLASS TYPES 5,7,11 8 15 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE POLYISO• DESICCANT FILL AREA a 28 3116"A GLASS 3/16"T_GLASS--\ HVHZ ABOVE 30'. BUTYLENEVINT.GLASS 5116"NOM. 29 75 EXTERIOR EXTERIOR SEAL a GLASS TYPES Sf.l2 814-16 LICONE SEAL 29 'MAY NOT BE USED WITH ROLL-FORMED J-CHANNEL OR INTEGRAL STAINLESS STE 78-79 76-79 FIN FRAMES XL EDGETM 33 ❑❑� PRODUCT REVISED EXT.GLASS79 SPACER GLASS TYPE 15 GLASS TYPE 16 as complying with the Florida o O Building Code 0". // RevWf NOA-No. 20-0406.01 T(p GLAZING DETAIL ����ON CEN... . i NO O 1 7A2 GES THIS SHEET. Expiration Date 09!24/2025 By Miami-Dade Product Control * "A"=ANNEALED .: No.58705 =- '; •*•_ "H"=HEAT STRENGTHENED k - Dawdptfm: Dmrn W. Part t/ Description Material -� = 1070 TECHNOLOGY DRIVE GLAZING DETAILS 'T"=TEMPERED J ROSOWSKI 76 Kommeding 4SG TPS Spacer System "PVB"=.090"TROSIFOLO PVB BY KURARAY AMERICA,INC. %�0•• 'Z-Z�� i/ ' N.VENICE,FL 34275 ATE 0/ F 71tle: pie: 77 Ouanex Super Spacer nXr with Hot Melt Butyl See this "SG'_.090"SENTRYGLASS INTERLAYER BY KURARAY ,c 14/ (9411 48U•1600 Sheet for AMERICA,INC. %Cis•'•.,<DRIDP,.•' �C�� HORIZONTAL ROLLER WINDOW-LM 05/15/15 78 Ouanex Dureseal spacer Materials �i�S/O ��1G,�� 79 Cardinal)'_Edge Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, // NAL �\\ Series/Modah Scale: Sheat: Drawing No. Rar. REFERENCE TEST REPORTS:FTL-8717,896888970 SHEET2. AL4NNw00OA,P.E HR-5510 NTS 5OF18 MD-HR5510-01 C P.E#58705 F2EGISTRATON N29298 TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Max. M". Glass Reinf. Design Pressure Anchor Quantity TABLES: TABLE 7: Contig. Width Height Type Leel Glass Types Design Pressure(Ibslltz) Glass ropes Design Pressure QbslftZ) sheat u Tema z s ae a 5-e for XO or OX Windows 5-8 for XO or OX Windows 54• 1 a e 6 17 9 54• 2 7 6 18 8 Reinf.Level R1 All Buck Heights up to 54" Reinf.Level R2 All Buck Heights up to 54" X0 75• 63• 5 8 3 8 7 19 10 or 63• 4 11 8 21 11 All Buck Widths All Buck Widths OX 72" 6-8— 4 10 8 20 10 up to 75" +50/',0 up to 75" +65/-70 75• 78' 10-12 4 12 8 22 11 14-16 4 12 8 22 11 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 14 8 25 14 140, 83• 10-12 4 15 8 1 26 1 15 n n 14-16 4 16 B 27 16 I I HEADER HEADER —� h+-- 4"MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 0 21 FOR WINDOWS WITH Q O 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT 5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH / IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT CLUSTER DETAIL FRAME TYPES 8 FRAME TYPES& CONFIGURATIONS) Q 2' CONFIGURATIONS) 21 4'MAX.O.C. Q a Q EXTERIOR SILL EXTERIOR � SILL TA:ANCHORSTER DETAIL SASH WIDTH SASH WIDTH O o o MEETING RAILH o e MEETING RAIL 4"MAX.O.C. 24 25 21 21 a 21 21 0 JAMB FXEROR a o JAMB EXTERIOR C3-ANCHOR USTER e DETAIL PRODUCT REVISED NOTES: as complying with the Florida 1)USE THESE TABLES FOR ALL WINDOWS Building Code INSTALLED THROUGH THE FRAME OR NOA�Io. 20-0406.07 8"MAX.O.C. INTEGRAL FIN. ���111 y LYN / �� Revlelen: �J � pN• . N C)NO CHANGES THIS SHEET. Expiration Date 09/24/2025 4"MIN.O.C. I I 2)FRAME DIMENSIONS ARE BUCK WIDTH AND ;� ,`"v.. • 'L// i� BUCK HEIGHT(SHEETS 34).SASH SIZE IS AS �,• LiCENSC'•.�(� AK-03/27120 By PER THE FIGURE. Q, '•,��� Miami-Dade Product Control 3)FOR SIZES NOT SHOWN,ROUND UP TO THE No.58705 NEXT AVAILABLE WIDTH OR HEIGHT = DeseripFhn: prawn gy: DIMENSION SH OWN ON THE TABLE. -O — 1070 TECHNOLOGY DRNE DESIGN PRESSURE TABLES J ROSOWSKI 2-ANCHOR a)"va-In-va'ariD v3 Ire 113 INDICATETHAr B / THOSE STANDARD SASH CONFIGURATIONS 'Z '• N.VENICE 8.34276 CLUSTER DETAIL FALL WITHIN THE SASH WIDTH RANGE IN THE ��� F A E F :• (V` (941}480.1600' 7ipe Dab: (� fORIDi',••' \��� HORIZONTAL ROLLER-LM 05/15/15 ADJACENT COLUMN."CUSTOM"INDICATES �i s G FALL WITHIN THE RTHAT NO D SASH CONFIGURATIONS �'i,S CONAL E�� Serfea/Nodeh. Si.- Sheet: Drowtng No. Rar. A.LNNN MILE RE HR-5510 NTS 6 OF 18 MD-HR5510-01 C P.Ep 58705 REGISTRATION$28298 TABLE 8: Glass Types Design Pressure(Ibsfftt) 5-8 forXO orOX Windows Relnf.Level R3 All Buck Heights up to 63' Cl All Buck widths +50/•50 HEADER up to 75" SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass Types Design Pressure(Ibslft2)for XOX O O 22 5-8 Sash $ash ReinL Level Configuration Width Windows Range(In) Window Buck Height SASH R3 48' 54' 63' HEIGHT 35-114' %-%-% 11.391-11.391 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 O 0 38' Yr--%-% 12308-12.308 +5o•0 -50.0 +50.0 50.0 +50.0 -50.0 22 45-118' '/n-y-'/n 11.391-13.397 +60.0 -50.0 +50.0 50.0 +50.0 -50.0 Y,-YY. 13.398-14.683 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 47-314" %-y2-% 11.391-12.297 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 -�-'/ 12298-15.558 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 EXTERIOR Custom 11.391-12.016 +60.0 50.0 1+50.0 -50.0 +50.0 -50.0 G7 SILL v 52-1/8" %%-% 12017-13.397 +50.0 50.0 +50.0 150.0 +50.0 -50.0 y-Y-% 13.398-17.016 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 m Custom 11.391-13.397 +50.0 50.0 +50.0 -50.0 +50.0 -50.0 SASH WIDTH 60' %-Y,% 13.398-15.360 +50.0 50.0 +50.0 50.0 +50.0 -50.0 15.361-19.641 +50.0 50.0 +50.0 50.0 +50.0 50.0 Custom 11.391-13.397 +50.0 50.0 +50.0 -50.0 +50.0 50.0 O o o MEETING RAIL 75" %-Y_/ 13.398-19.110 +50.0 -50.0 +50.0 50.0 +50.0 50.0 25 %-Y.-% 19.111-24.641 +50.0 -50.0 +50.0 -50.0 1+50.0 -50.0 0 o Custom 18,360-19.397 +50.0 50.0 +50.0 50.0 +49.1' is.1' 22 22 a 96' �_�_� 19.398-24.360 +50.0 50.0 +50.0 -50.0 +50.0 50.0 JAMB EXTERIOR Custom 24.361-30.360 +50.0 50.0 +50.0 -50.0 +50.0 -50.0 -- 120" y4-%-y4 -30.380 +50.0 1 -SD.O 1+50.0 50.0 +49.1' -49.1• •+50650 FOR GLASS TYPES&8 SEE TABLE 23 FOR ANCHORAGE '•MIN.SASH SIZE=WINDOW WIDTH-59.28 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES& PRODUCT REVISED CONFIGURATIONS) as complying with the Florida 11 l t l 1111 Building Code ` ONY LYNN rig/ RevWorc NDA-No. 20-0406.01 2J C)NO CHANGES THIS SHEET. Expiration Date 09124/2025' .��?•'•�10ENSF'•%( AK-03127/20 By •; No.58705 �_ Miami-Dade Product Control *_ !UIGTD -D = Desedpfion: Drown or. NOTES: YITE�F �� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI %��N. •'. b '.•�: N.VENICE,FL 34276 2)FSRAME DIMEE THESE NSIONS ARE BUCKLES FOR ALL WIDTH AND BNDOWS AUCK HEIGHT LLED OUSEESHEETS 3-4).SAGH THE FRAME OR SH SIZE IS AS PER THE FIGURE. ��C� 'ct ORIDP,.•'••���� (941H80.160D Rl/e: Date: ROUND UP TO THE NE)(T AVAILABLE WIDTH OR HEIGHT S '' •BLE. ••••• G HORIZONTAL ROLLER-LM 05/15/15 4;OR SIZES 1E4"AND SHOWN,1/3'INDICATE THAT THOSE STANDARD A H CONFIGURATIONS PALL WITHIN THE SASHON SHOWN ON THE AWIDTH ��r'rS��NAL E�����` RANGE IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN 1//1 1 1 I l t 1 t` $ fft/mcm' Scab. s1Boh Drawing No. Rw: THE RANGE. A.LYNN MILLER,P.E. HR-5510 NTS 7 OF 18 MD-HR5510-01 C P.EN 58705 REGI STRAT(ONfX19288 TABLE 11: TABLE 12: TABLE 13: Glass Types Design Pressure(lbs/fe)for Glass Types Design Pressure(lbsne)for �a58she5.6 10.12&14-18 Sash sash Design Pressure(lbstfe)lot XOXWindows TABLE 10: XO or OX Windows XO or OX Windows vmmh 2 Raint Level Window Buck Haight Rcint Level -- Window Buck Height Ratnf.Level Con6gura@on Ranga(iny Window Buck Haight Glass Types Design Pressure(I Windows R4 48' 54' 63" R4 54' 63• 76• R4 36" 48• 54' 63" 6-8 for XO or OX W indows Custom 11.391-13.397 +65.0 -74.0 +65.0 •74.4P61,0 -70.0 +65.0 •65.3 25-012° +65.0 70.0 +65.0 70.0 +65.0 70.0 25-112' +65.p -110.0 +65.0 -110.0 +65.0 -i 50.0 Rehl..Level R4 All Buck Heights up to 7Y S 28 +65.0 7° -- 3 60• )a-}4-% 13.398-15.360 +65.0 -70.0 +65.0 •70.0 -70,0 +65.0 -70.0 -Q -0.0 +65.0 -70.0 +65,0 -70.0 a 28• +65,0 -010.0 +65.0 -110.0 +65.0 -110,0 t 3 15.361-19.641 +65.0 •70,0 +65,0 .70.0 70.0 +65.0 70.0 All Buck Widths 36' +BS,p -70..0 +65.0 -70.0 +65.0 -70,0 36" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 +501-50 Custom 11.391-73.397 +85.0 -70.0 *85A -69.6 $3.3 +53.2 53.2 up to 75• m 42° +65.0 70.0 +65.0 70A +65.0 70.0 m 42" +65.0 -0140 +65.4 -010,0 +65.0 -110A 75" +- + 13.398.19.110 +65.0 -70.0 +65,0 -70.0 •66.5 +56.2 -56.2 SEE TABLE 20 FOR ANCHORAGE 48" +65.0 -70.0 +65.0 -70.0 +65,0 -70.0 40" +65.0 -110.0 +65,0 -110.0 +85.0 -110.0 m Ya-� $0• +65.0 -70,0 +65.0 -70,0 +65.0 70.0 60" +65.0 -110.0 +65.0 -110.0 +65.0 -93.9 Y-'/i-Y 49.111-24.84) +65.4 -70.0 t65A -70.0 70.0 155.0 58.0 Custom 18.360.19.397 +65.0 -70.0 +59.9 .69,9 55,5 +49.1 -09.175' +85,0 70.0 +65.0 -70.0 +64.3• 54.3• 75" +65.0 -110.0 +65,0 403.5 +65.0 -840+65/-70 FOR GLASS TYPES 8.8 SEE TABLE 22 FOR ANCHOfiAGE 9" y19.398-24.360 +65.0 -70.0 +62.1 -62.1 .0 58.0 +50.3 50.3 SEE TABLE 21 FOR ANCHORAGE Custom 24.361-30.360 +65.0 -70.0 +85,0 -70.0 +65.0 57.3 +57.0 -57.0 TABLE IS: p 120" %=/% -30.36D +85.0 70.0 +59.9 •69.9 +55.5 55,5 +49.1 -09.1 Glass TypesWINDOW WIOTN-5928 SEE TABLE 24 FOR ANCHORAGE Sash Design Pressure{FbslftZ}forXOX HEADER •'MIN.SASH SIZE=• 2 10-12 Sash Windows TABLE 14: Configuration Width Glass Typos Reim tm�ei Range{m) Window BucK Height R4 qg" 54" 63" 788 Sash Sash Design Pressure(Ibs )tor XOX windows CanllNmtim Width Custom 11.397-13.397 +65.0 -110.0 +65.0 -110.0 +65.0 .110.0 Q ReIN.Level Ranga(in) Windex Buck Hd ht 60" %-'/y% 13.398-15.360 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 R4 3fr 48" 54" 63" y%% 15361-19.641 +85.0 -110.0 +65.0 -110.0 +65.0 -110.0 6 Q 23 Custom 11.391-13.397 +650 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 G Custom 11.391-13.397 +65.0 -1140 +850 -110.0 +65.0 -110.0 U 80" Y•-'h-'/a 13.39$-75.360 '+850 -70.0 +65.0 -TO.g +65.0 -70.0 +650 -70.0 -' SASH r %- Ys 15.381-19.841 +65.0 -70.0 +65.0 i -70.0 +65.0 -70.0 +850 7Q0 75" �/st% 13.39$-19.110 +65.0 -110.0 +85.0 -110.0 +65.0 -110.0 HEIGHT H Y.-Y,-Y. 19.111-24.841 +65.0 -110.0 +65,0 -110.0 +65.0 -110.0 Cast= 11.391.13.397 +65.0 -70.0 +65.0 -70.0 +650 -70.0 +fi50 70.0 Custom 17.641-19.397 +65.0 -110.0 +65.0 -110.0 +65,0• -104.61 fl 0 75' %-K-y, 13.398.19.110 +650 -70.0 +65.0 -70.0 +65,0 -70.0 +850 -70.0 o @ 23 }/=h-Ys 19.711-24.641 +050 -70.0 +65.0 -70,0 +66.0 -70.0 +850 70.0 E 96" f%% 19.39@-24.360 +65.0 -150.0 +65.0 -11(10 +85.0• -109.5" -Y Custom 24.361-31.641 +65.0 -110.0 +650 -110.0 +85.0 -110.0 Custom 16.360.19.397 +650 -70.0 +65.0 .70.0 +65.0 -70.0 +65.0• 96' %-y,-� 19.39$-24.360 +650 -70.0 +65.0 -70.0 +65.0' -70.0 +65.0" 58.8" y-y% 2a641-32.5151+65.0 -110.0 +65.0 -110.0 +65.0• -104.6• +65.0 -70.0 +65.0 -70.0 1650 70.0 120" Cestan 24.381-30.360 +BSo -T4.0 'y-}+s-% 32516-39.642 +65.0 410.0 +85.0 -110.0 +65.0 -150.0 EXTE�M¢ 120" Y-ya-3 •• .3p�360 x85.0 -70.0 +65.0 -70.0 +85.0 -70.0 55.0-1-67.r 140" Custom - -39.641 +65.0 -110.0 +65.0 -110.0 +65.0• -104.6• 4 SILL +651-70 FOR GLASS TYPE B SEE TABLE 25 FOR ANCHORAGE * •+851-110 FOR GLASS TYPES 17&12 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-59.28 "MIN.SASH SIZE=WINDOW WLOTH-60.72 11 MIN.SASH SIZE= 2 2 TABLE 16: Glass Types Design Pressure pbsltt2)for XOX SASH WIDTH 14-16 east sash Windows SECTION DETAIL WidthWindows RAIL POR WINDOWS WITH Reinf.Level Oonfiguralmn Range(in) Window Buck Height R4 48• 54" 63" LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +650 -110.0 +65.0 -110.0 +65.0 -710.0 2S (REINFORCEMENTS SHOWN 60" 'j%i'a 13.398-15.360 +65.0 -110.0 +650 -110.0 +65.0 -110.0 0 0 IN FIGURES APPLY TO ALL o 23 23 FRAME TYPES& 15.361-19.641 -65.0 -110.0 +65.0 -110.0 1+65.0 -110.0 JAMB CONFIGURATIONS) GLASS TYPES 10-12&14-16 WITH P33/41 11:391-13.397 +650 -110.0 +65.0 -11110 +65.0 -109.3 o MAY NOT BE U1 IN INTEGRAL 75" 13.398-19.110 +650 -110.0 +65.0 -11(10 +650 .1020 J-CHANNEL OR INTEGRAL Y PIN FRAMES PRODUCT REVISED 19-111-24.641 +650 -110.0 +05.0 -110.0 -65.0 -1029 B=ode with the Florida BOA-Na ode 20.040$.01 17.645-19.397 +65.0 -110.0 +fi50 -110.0 +65.0 -97.4 1 i i t t t NOA-No. 96" 19.396-24.380 +650 -110.(1 +65.0 -110.0 +65.0 -920 ivv YLYN ///i Renakn Expiration Date 0912412025 ON.--•...N$f r/ C)NOO�ANGESTHISSHEET. P 24.361-31.641 +B50 -110.0 +65,0 -110.0 r$5.9 -88,4 ` '� •'' GEN '' / AK-03!27/20 Bp29.641-32515 +650 -1140 +65.0 -109.@ +65.0 -843 = Q-;' 'Cry 10189FDade Product control 32518-39.647 +850 -110.0 +65.0 1-1050 +85.0 .80.8 _ ,; No.58705 140" C/tstom 39,641 1+B50 -110.0 +65.0 1-1050 +65.0 •80.0 =JROES� SEE TABLE 27 FOR ANCHORAGE JJ//L a.' 1070JECHNOLOGY)RIVE DESIGN PRESSURE TABLES W NOTES: �O•• ATE OF-0:. 7 N.VENICE.Fl.34276 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. i� F1,ORtOP.-' 'C (941)480.1600 778e: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. /iS ••'••••-•" C9��� HORIZONTAL ROLLER-LM 05115115 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ///`r`S�OrI�V+'AI.. vv� BerNa/xadei: S«tte: Shoot: Ora:hxJ No. Rae 4)"514-112-174"AND"St3-113-113"INDICATE THATTHOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH iMDTti RANGE ALYNNM�LLtFJi,P.E HR-5510 NTS 8OF 18 MD-HR5510-01 C IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. p E#58705 REGISTRATION#29M I TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-8 SasnSpacing for"Integral- Group E Group F Width 30"Height 36°Height 48"Height 54"Height 30°Height 36"Height 48"Height 54"Height Fin"Installation Head Head '� Head a Head a Head Head n Head a Head a 3.8" 4" Reinf.Level Vin) &SIII E 8 Sill E &Sill E E E E E E R1 - S° 8 Sill ' &Sill &Sill &Sill ' 8 Sill Anchor Group A Anchor Group c GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED as eomplyin with the Florida 25-112" 12.147 1+132+1 2 1+132+1 3 1+132+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Building Cora r FOR OX WINDOWS(XO SIMILAR): NOA-No. 20-0406.01 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 ANCHOR QUANTITY 36° 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PER JAMB Expiration Bata09/24/2025 42 20.397 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 2+C3+2 3 By ° a] HEAD AND SILL ANCHOR QUANTITY: Miami-Dade Product Control 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION +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 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS ATTHE SILL. C)NO CHANGES THIS SHEET. 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 AK-03/27120 Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+G2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3SEE SEE CLUSTER DETAILS,SHEET 6 U 0 36" 17.397 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 I > �aS m' 42° 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION, Of 4 3 SHEETI p o 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 / }n o 60" 290 CN CO U1 .397 2+132+2 2 2+132+2 3 2+(2+2 3 2+132+2 3 2+132+2 2 2+132+2 3 2+132+2 3 2+132+2 3 ELEVATION, O C% a1°0 O � SHEET 1 MEETING RAIL --1 = 75" 36.897 2+132+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+132+2 3 2+132+2 3 2+C2+2 3 O� oo REPEAT ANCHOR PATTERN AT SILL Z to SEE TABLE 6 FOR DESIGN PRESSURE 2 W TABLE 18: U U o FOR XOX WINDOWS: 1-z Co Glass Types Anchor Quantities for XO or OX Windows o W amo ANCHOR QUANTITY h> 5-8 Weds h 30"Height 36"Height 48°Height 54"Height 30"Height 36"Height 48"Height 54"Height P� A1B o Z �' w 2 Head Head Head n Head a Head Head Head Head n HEAD AND SILL ANCHOR QUANTITY: m LL Reinf.Le1,el (in) E E E E E E 1+133+2+133+1 4 ¢ O &Sill ' &Sill &SIII &Sill &Sill &Sill &SIII &Sill m (1)ANCHORATTHESASH F � R2 ' +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAILm } W Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION ® F -j 7aays +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL F- O U 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+132+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASH z F- TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. J Z v 28" 13.397 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 0 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 ir Z al°°s C3 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 = O o 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 -I r SEE ELEVATION,SHEET 1 rc U o { I{_- SEE ELEVATION,SHEET 1 a 0 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 _ 75 36.897 2+132+2 2 2+132+2 3 2+132+2 3 2+132+2 3 SEE ELEVATION, Anchor Group B Anchor Group D 1 X1772� SHEET1 \`1\illllll/i i/' 25-1l2" 12.147 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 SEE — ��\\�C�Y LYNN ELEVATION, '�,••'t,1GEN,q'M�C 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 SHEET1 MEETING RAIL SEE CLUSTER Qom;' F •:��� 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 SHEETS *;' No.58705 v REPEAT ANCHOR PATTERN AT SILL m' 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 3 NOTES: (] Lr1 v° 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 1)FRAME DIMENSIONS ARE BucX WIDTH ��Q'•, S qT OF �� c 60" 29.397 2+132+2 2 2+C2+2 3 2+C2+2 3 2+132+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3 a). _ GTOU F ASH SIZE IS AS PER THE FIGURES ON i�s '•.�ORI01*.•`''G\?�` SHEETS 6 MINIMUM ANCHOR QUAN7 2 2 2+C2+2 131TITIES TITIES HOWN. ALL ANCHORAGE MUST ALSO 3 2+132+2 3 2+132+2 2 2+132+2SEE TABLE 7 FOR DESIGN PRESSURE Spacing Fin"Installation"Integral 4 P 12)FORS S NOT SHOWN,ROUND UP TO SL�NAL 11 COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. THE NEXT AVAILABLE WIDTH OR HEIGHT AELYNN MILLER,RE DIMENSION SHOWN ON THE TABLE. P.Eit 58705 TABLE 19: Glass Types Anchor Quantities forXO or OX Windows Max.Anchor O.C. Spacing for"Integral- 5-8 Sash 30 Height 36"Height 1 48"Height 54"Height 63"Height 30"Height 36"Height 1 48"Height 1 54"Height 1 63"Height Fin"Installation Width Head Head E Head Head E Head Head E Head Head Head Head Anchor Anchor Reinf.Level Vin) &Sill &Sill &Sill &Sill 0 &Sill 10 &Sill 0 &SII &Sill -0, &Sill &Sill -0, Group E Group F R3 Anchor GroupA Anchor Group C 3.5' 4' PRODUCT REVISED P as com 1yIng 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 1+C2+1 4 1+C2+1 4 1+C2+1 4 Ball ng Gode NO3uliding 20-0406.07 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 14 1+C2+1 4 1+C2+1 4 1+C2+12 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ExplrationDate 09/24/2025 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 14 1+C2+1 4 1+C2+1 4 1+102+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 4 m 42" 20.397 1+C2+1 2 1+02+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 Mlomi-Dade Product Control 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 v � 60" 29.397 2+02+2 2 2+02+2 3 2+02+2 4 2+C2+2 4 2+C2+2 4 2+02+2 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+02+2 4 C)NO CHANGES THIS SHEET. 75" 36.897 2+C2+2 2 2+C2+2 3 2+132+274. 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 o AK-03/27120 Anchor Group B Anchor Group D 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 1+C2+1 4 1+C2+1 4 1+C2+1 4 E 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+C2+1 4 U 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 > Y ^aa 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 �to 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 bj o y 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 OJ m al°o 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 Z to -' p SEE TABLE 8 FOR DESIGN PRESSURE U U p urvp W— m 'ON TABLE 20: 1—Z Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. �> 6-e sash Spacing for"Integral- o z rn LU m 30 Height 36"Height 48"Height 54"Height 63"Height 72"Height 30"Height 36"Height 48"Height 54"Height 63"Height 72°Height Fin"Installation to J U- Width Head Head Head Head a Head Head Head Head Head Head Head Head a E E E E E E E E E r Anchor Anchor Reinf.Level Cin) 8 Sill &Sill m &SII/ '0 &Sill 8 Sill m Sill ° &Sill &Sill m &SII/ m &Sill m &Sill m &Sill ~ W o R4 ' - -� '� Group E Group F •j laayg Anchor Group A Anchor Group C 3.2' 4- ® m H O 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 Z -i z 0 7 J Z v 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 r C7 F¢- ala=s 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 Z Y r of O 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 = N m W Z O_ o 46" 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 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+03+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+03+2 5 2+C4+2 5 NOTES: ¢ _ 1)FRAME DIMENSIONS el+l 'asap seua5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 ARE BUCK WIDTHAND �1 rrr Anchor Group D BUCK HEIGHT(SEE ���� y LY�r �'% Anchor Group B p N,. Y N SHEETS 3-4).SASH SIZE IS �� �O , 'ice 25-112" 12.147 1+C2+1 2 1+02+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 AS PER THE FIGURES ON _�.•''LICENSE'•.�� t SHEETS 6-8. Q•; 'F 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 - 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT =1¢ � No.58705 �e SHOWN,ROUND UP TO _ m 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 THE NEXTAVAIJ LE WIDTH OR HEIGHT °z�"J.'4,j 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 5 1+C2+1 2 1+C2+1 3 1+C2+1%1+C3+1%1+C3+1t5l+Cd3+15 %O TATE F9 DIMENSION SHOWN ON T =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 +C3+2 +C3+2 THE7ABLE. 'SFS'•FCORIDP,.•'G75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 +C3+2 +04+2 3)SEESHEET 9 FOR A �i'� /ONAL IENv��` 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 NAX.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 5-6 SasnSpacing for"Integral_ Group F Width 30"Height 36"Height 48°Height 54"Height 63"Height 30"Height 36"Height 48"Height 54°Height 63"Height Head Head Head Head Head Head Head IIII Head Head Head ° Fin"Installation 4" Reinf.Level (In) &Sill ' &.Sill ' 8 Sill &Sill &Sill &Sill &Sill &Sill &Sill &Sill R4 PRODUCT REVISED Anchor Group A Anchor Group C os complying with the Florida BulidlnB Code 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 NOA-No. 20-0406.01 s 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Expiration Date 09/24/2025 v 28" 13.397 36° 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By v 42" 20.397 Not Allowed m 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 mlomi Dade Product Control a 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+24 C)NO CHANGES THIS SHEET. `S AK-03127!20 75" 36.897 2+C2+2 121 2+C2+2 131 2+C2+2 141 2+C2+2 14 2+C3+2 4 s" Anchor Group B Anchor Group D 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 141 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 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+C2+1 4U UJ m 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 > Zn '^'a 3 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 }n o o 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 O N O a 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 -j o 'iO0 75" 36.897 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 Z LLLLF coo d SEE TABLE 11 FOR DESIGN PRESSURE U U 0 0 TABLE 22: W zco '°N p Glass Types Anchor Quantities for XO or OX Windows GLASS TYPES 111 Okla 10-12&14-16 MAY g z 10.12&14-16 Sash - NOT BE USED width 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height WITH J-CHANNEL m LL. Reinf.Level on Head Head E Head E Head E Head E Head E Head E Head E Head E Head E Head Head E • ORRIINTEGRALFIN FQ O R4 &Sill &Sill &Sill &Sill &Sill &Sill &Sill ; &Sill �° &Sill ,° &Sill ; &Sill &Sill J 1aa45 Anchor Group A Anchor Group C ® N JO m 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 z ¢ F z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 F CY 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 O Z O o m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 w U 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 z S IX 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 NOTES: �i11 .,sem saws 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS ARE BUCK WIDTH AND ``1111 Anchor Group B Anchor Group D BUCK HEIGHT(SEE \, Qr1Y.LYNN 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS 3-4).SASH SIZE I ''4�CENS'' �( AS PER THE FIGURES ON Q�.' R •�� 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C3+1 5 1+C3+1 5 SHEETS 6-8. 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 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 z)FOR SIZES NOT - 12TE m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+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,ROUNDUP TO - O THE NEXT AVAILABLE '• 2.2O a; 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT � �•, F DIMENSION SHOWN ON i (�` FCORIDP.•'' ��� 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THE TABLE. S'S '"...... ' 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9 FORA ''i NAL MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MILLER,P.E. TABLES. REV 58705 TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quanthies forXOX Windows 5-8 Sash Sash 24'Height 30"Height 36"Height 48"Height 54"Haight 63"HeighLH Height 30'Hetght 36"Height 48•Height 54"Height 63"Height Configuration Width a a a a a a Range(in) Heed&SIII E Head 8 Sill Heed&Sill E E E EReIM.Lelel ' Heed&Sill Head&Sill Head&Sill 8 Sili ' Head 8 Sill ' Head 8 Sib � Head 8 Sill ' Head 8 Sill Head 8 Sill Anchor GroupA Anchor GroupC PRODUCT REVISED 35-1/4" Y3%-Y33 11.391.11.391 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+ D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 as comp)y1 9 with the Florida 38' %-Y% 12.308-12.308 1+C2+o+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+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 20-0406.01 NOA-No. 45-118° Y Yx-y4 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+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Expiratlon Date 09124/2025 %-%-Y3 13.398-14.683 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+D+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2tl 4 1+C2+0+C2+1 4 1+q+0+C2+1 4 G� -% 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+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 By 47-/4" - Miami-Dade Product Control 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 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 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+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 C)NO CHANGES THIS SHEET. 52-1/8" %-Y,% 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+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 `o AK-03127!20 y-�-� 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 I+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2114-C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 'v 03 Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+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 60' ''/y--%% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 7Jc- Y.%% 15.361-19.641 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 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 U Custom 11.391-13.397 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+q+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 U.1 U) Y naa 75" %%-y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 U %3-%-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 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 to o O O 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+q+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 (D N 00 h Oj aloO O Q F120- %%% 18.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4�+- +3+C2+1 4 1+q+3+q+1 q 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 O po aCustom 24.361-30.360 1+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 +2+C2+1 4 1+q+2+q+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 z m Y.-Y2-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 +3+C2+1 4 1+q+3+q+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 q U U p Mre ' Anchor Group B Anchor Group D FW-•W 00 on 35-114" /3-y-Y 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+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 ra) 38' %-%-% 12.308-12.308 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+O+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 W W 45-118" -'/a 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+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+O+C2+1 4 IDJ J O %-%% 13.388-14.603 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+p+C2+1 4 1+q+0+C2+1 4 1+C2+O+C2+1 2 1+C2+D+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 Fa-• N 47-3/4" l'/,n'/r-)6 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+C2+1+C2+1 2 1+C2+i+C2+1 3 1+C2+1+C2+1 q 1+C2+1+C2+1 4 1+C2+1+C2+1 4 �o � J laayg 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 1+C2+0+C2+1 4 1+C2+WC2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 ® # Z F 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+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 z z J z S 52-1/8' %-%% 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+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 O F¢- alms 1 %-%-A 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 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+02+0+C2+1 4 � d' z al Custom 11.391-13.397 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+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+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 2 N m Wo Z IX O o 60" %%% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 -y--% 15.361-19.541 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 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 a = 2 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+8+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 a1i1 'nse0 sauas 75' Y/Y,-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 q 1+C2+2+C2+1 4 1+C2+2+C2+1 4 + ++ + + + +Y%-/ 19111-24.641 1+C2+1+C2+121+C2+1+C2+121+C2+1+C2+131+C2+1+C2+141+C2+1+C2+141+C2+1+C2+14 1+C2+1+C2+121+C2+1+C2+121+C2+1+C2+131+C2+1+C2+1C21C2141C21+C214 (p111Y I I LI Y1 INII/V/�/ / i Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 43 + +C2+3+C2+1 4 1+C2+3*C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+02+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 �ICENSF (� 96' %%% 19.388-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+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+02+1 2 1+C2+3+q+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+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 :• No.58705 120" Y.-Y.-Y4 '• -30.360 1+C2+3+C2+1 2 1+q+3+CZ+1 2 1+C2+3+C2+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 WINDOW WIDTH-59.28 SEE TABLE 9 FOR DESIGN PRESSURE � 0 MIN.SASH SIZE= NOTES: ��••. A E F Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-0). ��'' c<ORIOP,.• Spacing for"Inte ral- Group E Group F SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. �� S, ••... • G\� P 9 9 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �iI/CONAL 01�� Fin"Installation 2.9" 4" 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. /11 1 1 1 111 1 4)"1/4-112-114"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 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 1 30"Height 36'Height 1 46'Height 1 54'Height 83'Height 24"Height 30-Height 36'Height 48•Height 54'Height 63"Height Width Configuration n a a Rein.Level Range(n) Head&Sill E Head&Sill Head&Sill ' Head&Sill Heed&Sill Head&Sill Heed&Sill Head&Sill ' Head&Sill ' Head&Sill E Heed 8 Sill Head&S61 E R4 Anchor Group Anchor Group C PRODUCT REVISED 35.1!4" %3-%-y 11.391-11.391 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+O+C2+1 4 as comp!ding Code with the Florida Building Codo 38" %-�h 12.308-12.308 1+C2+0+C2+1 2 NC2+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 NOA-No. 20-0406.01 -y-% 11.391-13.397 7+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 09/24/2025 45-1/8' � -� 73.398-14.683 NC2+0+C2+1 2 1+C2*0+C2+1 2 1+G2+0*C2*1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 BY !/'d 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 Mlami-Dnde Product Control 47 /4' 12.298-15.558 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 Custom 11.391-12.015 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 C)NO CHANGES THIS SHEET. 52-118" %%% 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 `e AK-03127120 -%-% 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 NC2+0+C2+1 4 HC2+0+C2+1 4 I Custom 11.391-13.397 NotAllowed 1+C2+1+C2+1 2 1+C2+1*C2N 2 1*C2+1+C2+1 3 1*C2+1+C2*t 4 1+C2+1+C2*1 4 NC2*1+C2*1 4 m a 6D' +%-Y% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1tC2+1 2 7+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 15.361-19.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2*0+C2+1 3 1+G2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 U 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 Ynay 75" % 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 NC2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 / z-/ � d Y3-Y3-Y3 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 }n O O Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 V1+C2+2+C2+1 3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 0 NN O U) O'r aio0 K 96" %-'/z-% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 p_t C3 _ LL C) Custom 24381-30.360 11-C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z (24B 120" %%:-% " -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U U [5 u...o W- moN Anchor Group Anchor Group N W '�' JM0 35-1/4" %-Y,% 11.391-11.391 t+C2+0+C2+1 2 1+C2+O+C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2N 4 1+C2+O+C2+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+C2+0+C2+1 4 > 38" %%% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 ]+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 7+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 O�Z Lu ro %_%-% 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 NC2+0+C2+1 2 1+C2+0+C2+1 2 NC2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m J LLO 45-1/8° Ya-%-Y3 Y3 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 NC2+O+C2+1 2 1+C2+0+C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2!1 4 1+C2+0+C2+1 4 F¢- W 47x/4" Y4- Y4 11.391-12.297 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2+l+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+NC2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® m J iaa45 %3-Y3-% 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 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 H Z O to 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-C2-14 1+C2+1+C2*1 2 1+C2+1+C2+1 2 NC2+1+C2*1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 < Z 52-1/8' Y4-Y2-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+NC2+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 F C7 7¢- aiooS %-% 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 1+C2+0+C2+1 2 NC2+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 x O O o an Custom 11.391-13.397 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 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 = N 0 60° %-Y2-Y4 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2N 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 Z Q K 15.361-19.641 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+G2+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 7+C2+0+C2+1 4 7+C2+0+C2+1 4 ¢ _ _ Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 NC2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 anll 'osa0 sauag 75" %%z_y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1-C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 NC2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 LY Y3-%-% 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2N tl+C2+3+C2+1 1+C2+1 3 1+C2+1+C2+1 4 NC2+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+NC2+1 4 �� ' Custom 18.360-19.397 NC2+3+C2+1 2 1+C2+3*C2+1 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+t 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 a��• �ICENSF ����% 96' %%z-� 19.398-24.360 1*C2+3+C2+1 2 1*C2*3+C2+1 3*C2+1 3 1+C2+3+C2-11411+C2+3-C2+114 1+C2+3+C2+1 4 1+C2+3+C2rt 2 1+C2+3+C2+1 2 NC2+3+C2+1 3 1+CZ+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+C2+1 3 NC2+2+C2+1 4 1+G2+2+C2+1 4 1*C2+2+C2+1 4 1+C2*2+(2+1 2 1+C2+2+C2+1 2 1+C2+2+C2*t 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 120' ''/a-'/z-'/n -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1-C2-3+C2+11 1+C2+3+G2+1I 4 I 1+12+3*C2*1 4 1+C2+3+C2*1 2 1+C2+3+C2+] 2 7+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 VSE Z WINDOW WIDTH-59.28 T <C/� MIN.SASH SIZE= 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). P Max.Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. Spacing for"Integral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin"Installation 4" 4)"1/4-1/2-1/4"AND"1/3-113-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. p,E.#58705