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Home My WebLink AboutNOA Single Hung WindowRECEIVED MAR 2 5 2022 9743-Odme REVIEWED FOR MIAMI-MADE St -Lucie County ®®E COMF - OUNTY, FLORIDA o Permitting �a -�' NTROL SECTION ST. LUCiE CO Og �,w 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RE)®,r+C Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION f t ) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildine PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11SH-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 05115115, 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. FILE ®® The submitted documentation was reviewed by Manuel Perez, P.E. P MtA>~1t tE NOA No. 20-0401.03 Expiration Date: July 30, 2025 Approval Date: July 23, 2020 T7116120 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 05115115, 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 m r J 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 (CONTEWED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th 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 51h Edition (2014) and FBC 6th 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. 16-0 714.03) 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 Setg (Submitted under NOA No. 15-0519.05) Manuel Perez, P.E. Product Control Ex r NOA No. 20-0. 01.03 Expiration Date: July 30'. 5 Approval Date: July 23, 2020 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (coNnNuED) 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 05115115, 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 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, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05115115, 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 Perez, P.E. Product Control Ez r NOA No. 20- 01.03 Expiration Date: July 30,. 5 Approval Date: July 23, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTITMED) 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® XtraTM (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. Manuel Perez,P.E. Product Control Ez�a `480 1 NOA No. 20- 01.0. Expiration Date: July 30,. 5 Approval Date: July 23, 2020 E-4 ANCHORAGE EXAMPLE.FOR �.28.1/8"MAX.O.C.� RADIUS -TOP HEADER (Sim. '12" MAX. FROM FOR ALL FRAME SEAM WINOOWTYPES) SEE SHEET 3 EE B. SEE 30" MAX. O.C. "i +� —12" MA%. SHEET 3� SHEET3 A. SEE 1 "MqAX SHEET3 � -j— EQUALLY EQUALLY 17-7/6" MAX. O.C. SPACED ANCHORS PER SPACED �_ TABLES'9-11 ANCHORS PER / TABLES 9.11 O 84" �- MAX X 10"MAX. O.C. SUCK HEIGHT EQUALLY 13-3/4' MAX.O.C. EQUALLY SPACED _�_ SPACED ANCHORSPER / ANCHORSPER TABLES 9.11 I J�E 1 TABLES 941 jj -:-- MAX __ .NO ANCHORS AT SILL B SEESILLWEEP- B� 54" MAX. BUCK WIDTH -NOTCH DETAILS. SHEET3 "I MAX. BUCK WIDTH 3(" -� MAX. O.C. 12" MAX. I FU(ED VISIS LIGHT WIDTH 12 L B. SEE " FIXEDSHEET3 VISIBLE �- A SEE LIGHT 17-7/8"MAX. O.C. SHSET3 I / HEIGHT EQUALLY Y I _ -�. 91.78" SPACED O I I / MAX. BUCK PER ANCH ER TABLES 9-11 - - — HEIGHT X II - / SASH 10• MAX. D.C. 1� MAX Q.C. 1 EQUALLY I VISIBLE SPACED - I /LIGHT HEIGHT + _� A ANCHORS PER TABLE69.11 - ' MAX SEE SILLWEEP- TNOTCH DETAILS, SHEET 3 B NOANCHORSATSILL SASH VISIBLE LIGHT WIDTH ELEVATION FOR TYR EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION 21-618" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING I IMPACT RATING MAX O.C. FOR ARCH•TOP VARIES PER REINFORCEMENT LARGE & SMALL MISSILE HEADER (BIM. FOR ALL LEVEL, SEE SHEETS 6.7 1 IMPACT RESISTANT %MNDOWTYPES) ,(f 52-1/8" MAX. BUCK WIDTH 10" MAX. FROM 'SEE SHEETS r 1.1/4' / FRAME BEAM D. SEE r^ B & 9 j1 SHEET4 30" MAX. O.C. -�•� —12" MAX. C. SEE SHEET4 1 12� I / 17-718" MAX. O.0 / 84" 62° OI I BUCK MAX. HEIGHT 10" MAX.1O.C. BUCK AS SHOWN x I {� y HEIGHT x Q (91.78- LI MAX.) 133/4" MAX. O.C. �----y--- SEE T SHEETS 1A B&9 6.1/2" MAX. OANCHORSATSILL D�—_ 1-1/4" -�- } SEESILLWEEP- SEESILLWEEP- 54" MAX. BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE MIL -FIN 75" HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW — 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IIJ WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3(F IN THE HVHZ, THE OUTBOARD LITE (OAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DACE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PERANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS'2X ARE I-1/2" THICK OR GREATER. 1X AND 2)( 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). 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 SEAUNG/F(ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLEOF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL &CYCLE TESTING AND GLASS PER ASTM El ZOO. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN 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 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 CODEAND TO BE REVIEWED BY THEAUTHORTTY HAVING JURISDICTION. 1.0) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA;ELCOIDEWALT CRETEFLEX NOA; ELCOIDEWALTAGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES; LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11)APPLICABLE EGRESS REQUIREMENTS TUBE REVIEWED BY BUILDING OFFICIAL ; `�� ov I ;YN/U��'�+�� USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING% DESIGN PRESSURE REQUIREMENT FROM ASCE 7. • :�?J 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. z If, ,/ No. 58705 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE. DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4.9. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - 1070 TECHNOLOGY DWE OPENING OBTAINED IN STEP 1. /3 1) N. VENICE, FL 34276 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR ;Q 5 .. YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THATALL MIN. REQUIREMENTS FROM THIS SHEET-SETARE MET. i (641}480.1600 6) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. %C��1S • ORIDI;,. G\�� NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, ',�;tOrNAL PIE P INTEGRAL FIN OR EQUALLEGR30X). A L�P.EN 58705 E GENERAL NOTES ..................... ......... .....-............ I ELEVATIONS.........................................................1 FRAME, GLASS & ANCHOR OPTIONS.................2 INSTALLATION, FLANGE & EQUAL LEWBOX:,..3 INSTALLATION, INTEGRAL FIN & J-CHANNEL- 4 GLAZING DETAILS ................................................ 5 DESIGN PRESSURES ....... ....... .........:................ 8-7 ANCHOR QUANTITIES ......................................... 840 EXTRUSION PROFILES........................................11 ASSEMBLY & PARTS LIST ...................... _....... _..12-13 • 2020 FLORIDA BUILDING CODE (FBC). 7TH EDITION • 2017 FLOR16A BUILDING CODE (FSC), 6TH EDITION • ASTM E130D•09 • ANSUAF&PA NDS-2018 FOR WOOD CONSTRUCTION PRODUCT REVISED • ALUMINUM DESIGN MANUAL, ADM-2015 as complying with the Florida • AISI S100.16 Building Code . AISC 360-16 NOA-No. 20-0401.03 R.vi.fem Expiration Date: 7/30/2025 C) UPDATED TO FBC 2020, By: Miam Dade Product 6o trol REVISED ANCHOR TYPE TABLE. AK - 03/10/20 Dea�APL( Oran By. GENERAL NOTES & ELEVATION J RO.SOWSKI MINGLE ISHUNG WINDOW INSTALLATION - LM 05/15/15 NTS I 1 OF 13 J MD-SH5500-01 Glass Type Description (Listed from Exterior to Interior) Design Pressure Table# Sheet# 5 _ 7/8" Laminated I.G.: 1/8" A Extedor Cep + 7/16" Air Space + 5116" Laminated; (2) Utes of 1/B' A Glass with ,090' PVB Intedayer 4,5 6 6 7/8' Laminated 1.G.: 118" T Extedor Cap + 7116" Air Space + 6/16' Laminated; (2) Liles or 118" A Glass with Xgw PVB Intedayer 4,6 6 7 718" Laminated 1.G.:3116" A Exterior Cap + 318' Air Space + 511Sr Laminated; (2) Utes of 118" A Glass with .090' PVB Intedayer 4,6 6 8 7/8' Laminated I.G.: 3/16' TExterior Cap+ 3/8" Air Space 4-5/16' Laminated; (2) Was of 118' A Glass with .090' PVB Intedayer 4,6 6 9 71W Laminated I.G., 1/8' A Exterior Cap + 7116' Air Space + 5/16" Laminated; (2) Liles of 118" H Glass with .090" SG Intedayer 7 7 10 718" Laminated I.G.:1/8" T Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Liles of 1/8' H Glass with .09T SG Intedayer 7 7 11 718" Laminated I.G.: 3116" A Exterior Cap + 3/8' Air Space + 5116" Laminated; (2) Liles of 1/8' H Glass with .090' SG Intedayer 7 .7 12 7/8' Laminated I.G.: 3116' T Exterior Cap t 318" Air Space + 5/16° Laminated; Q) Ulas of 1f8' H Glass with .090" SG Intedayer 7 7 13 7/8" Laminated I.G.:1/8' A Exterior Cep+ 5116" Air Space + 7116' Laminated; (2) Was of 3116" A Glass With .090' SG Intedayer 8 7 14 7/8" Laminated I.G.: 118" T Exledor Cep + 5/16" Air Space + 7/1W Laminated; (2) LRes of 3116' A Glass with .09T SG Intedayer 8 7 15 7/8" Laminated I.O.: 3116' A Exterior Cap + 1W Air Space + NIB" Laminated; (2) Was of 3116" A Glass with .090' SG Imedeyer 7 7 16 7/8' Laminated I.G.: 3116' TEtterior Cap+ 1W Air Space 4. 7/16" Laminated; (2) Liles of 3116' A Glass with .090" SG Intedayer 7 7 TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge. Distance Min. Embedment A #10 SMS (steel, 18.8 S.S. or 410 S.S.) P.T.ou ern Pine ( - . ) 716' 1- IS Steel, A38• 3/9" 0.050" Steel Stud, A653 Or. 33' 31&' 0.0451" (18 Ga.) Aluminum, 6063.75' 3/8" 0.050' 3/16" steel Ultracon or Ultracon+ RT. Southern Pine (SG=0.55) 7116" I -TV, Concrete (min. 3 ksl) 1" t-3/8" 3115" steel Ultracon Ungmuled CMU, (ASTM C-90) 2-112" 1-1/4" 3118"-steel Uitracon+ Ungmuted CMU, (ASTM G913) 1" B #12 SMS (steel, 1" S.S. of 410 S.S.) P.T. Southern Pine (SG-M55) 9/16" 1-3/B" Steel, A35' 316, 0.0w, Steel Stud, A653 Or. 33• . 318•' 0.04511, VII Ga.) Aluminum, 6063-75• 318" 0.063" Weisel Ultracon or Uxraeon+ P.T. Southern Pine (SG-0.55) 1" 1-Wa" 11W steel Creteeex P.T. Southern Pine (SG=0.55) 1" 1-wo" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=D.65) 1" 1-IB" 1/4" steel Ultracon Concrete (min. 2.85'ksp 1" 1-/4" Ungrouted CMU, (ASTM C-90) 2-117' 1-114, C 1/4"steel Ulhacon+ Concrete (min. 3 ksi) i-VIS' 1-314" Ungrouted CMU, (ASTM C•90) 1" 1-114, 1/T steel Cretefiex Concrete (min. 3.35 ksi) 1" 1.3W 1/4" steel Ultra on Concrete (min. 2.85 ksi) 2-117' 1-314" 114" steel Ultraccn+ Concrete (min. 3 ksi) 2-1/2" 1-W4" 114" steel'Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" O 1/4" steel CreteBex Concrete (min. 3.35 ksi) 2-1/2" 1-314" Ungrouted CMU, (ASTM C•90) 2-1/2' 1-114" 1/4' steel Aggie-Getor Concrete min. 3.275 ks 1-1/2" 1-3 Grouted CMU, (ASTM C-90) 7' 2" TART F A- Al 1 nWARI F ANnHnRR THRnI IrH THE INTFrRAI. FIN Group Anchor Substrate Min. Edge Min. Distance Embedment' E 2-112" x .131" Common Nail P.T. Southem Pine (SG=.55) 3/8" 2-7116' 2.112" Ringshank Raclin Neil P.T Southern Pine (SG=.55) 3t8' 2.7116" P.T. Southern Pine(SG=.55) 112' 910 Trusshead SMS Aluminum, 6063-T5' 31e" 0.050" (steel,18.8 S.S. or 410 S. S:) Steel Stud, Gr. 33' 318" 0.0451' (18 Ga.) Steel, A38' 318' 0.050' F P.T. Southern Pine (SG=.55) site- 1-3w #12 SMS Aluminum, 6063•TS' Nit" 0.083" (sleet, 1SIA S.B. Steel Stud, Gr. 33' 31B' 0.050- a 410 S.S.) Steel, A361 318" O.OSDI' " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE'. GLASS TYPES 5,.7. 9, 11, 13 8 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. cIr11Rc r• FRAM. Cw&=Q Frame Types (see Fig B) Glass Options (see Table 1) Frame Configs, (see Fig A) Frame Shapes (see Fig C) Installation Options that may be used Flange (#2) 5 -18 Equal-Lite, Odelfpwew 8 Cottage SquarefRect., Arch Top 8 Radius -Top Through the frame of the window...... ....into 2X Wood Frantel8uckstrip - sheet 3, option 1 ....Into Concrote/CMU -sheet S. o0on 2 ,,,.through 1X Suckstrip into Concmte/CMU - sheet 3, option 3 ....into Metal -sheet 3, option 4 Box / Equal -Leg (f14) (#4) 5-16 Equal-Lite, ite, O& Cot Cottage 8 Cottage Square/Rect , Aroh Top 8 Radius -Top Through he window. me into 2X Wood Frame/Buckstdp - sheet 3, option. t Into ,•_through 1X Suckslrip into Concn:le/CMU - sheet 3, option 3 ....Into Metal - sheet 3, option 4 5+8 Equal-Lite, Oriel/Provlew Cottage SquarefRecL, Arch-TopB Radius Top Through the Integral l fin ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 into Metal -sheet 4, option T Through the frame ofthewindow...... ••••into 2X Wood Frame/Buckstdp - sheet 4, option 6 .... Into Metal - sheet '4, option 8 Integral Fin (�) 5-8 Equal-Lite, odew Oriot 8 Cottage Square/Rect., Arch-Top 8 Radius Top Through the integral fin...... e9 ....into 2X Wood Frame/Buckstdp - sheet 4, option 5 into Metal - sheet 4, opt on 7 Through the frame of the vdndow...... •...into 2X Wood Freme/Buekstdp -sheet 4, option 6 .... Into Metal - sheet 4, option 8 FIr11RF A. FRAME nnNClr-1 wATInNR EQUAL -CITE ORIEL COTTAGE 4 x BUCK WIDTH s BUCK WIDTH— O 4 x WIDTH RECTANGULAR RADIUS -TOP yy ARCH -TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.10. � L10ENgF'•. ��'�� No. 59705 �Q `•. t< C7:'•l1J L TECOFHFL3442276DRIVE FLV(��4r: (941}48 ISD0 S(1 / O � 11 IN ONAL ��t . A LVM MILL P.i- RE#68705 REGISTRXMON82929t) O O J•CHANNEL INTEGRAL FIN O O FLANGE BOX OR EQUAIr AG "A" -ANNEALED "W - HEAT STRENGTHENED 'T'=TEMPERED 'PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA. INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. Material Min, Fr Min F„ Steel Screw 92 kel 120 ksl I" Screw 60 ksl 95 ksi 410 Saew 90 kal 110 ksi EfcolDeWaltAggm-GatosO 57 ksi 96 ksi Elco UltraColg 155 ksl 177 ksi 3116" DeWalt UltraCon+Q 117 ksl 164 ksi 1/4" DeWalt UftraCon+O 410 SS Etea/Deiwtt CretetlexV 148 list 127.4 ksi 164 ksi 189.7 kSl 6963•T5 Aluminum 16 ksi 22 list A36 Steel 36 kel 68 kst Or. 33 Steel Stud 33 ksi 45 ksi C) REVISED ANCHOR TYPE TABLE. AK - 03/10/20 PRODUCT REVISED as complying with the Florida Buliding Code NOA-No. 20-0, 01.03 Ex Iration Date: 7/30/2025 : ey J Mlam Dade Product-6o twi J h I GLASS/ANCHORS/FRAME OPTIONS I J ROSOWSKI 1 (SINGLE HUNG WINDOW INSTALLATION - LM 106/15/15 1 SH-5500 I NTS i 2 OF 13 I MD-SH5500-01 I C INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUOI UP, SEE NOTE 2, THIS SHEET. EMBEDMENT f FLANGE FRAME (I y ! EDGE SHOWN ' I �-1.. DISTANCE FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT SASH EXTERIOR VISIBLE LIGHT HEIGHT (2) 1• INTERIOR WEEP NOTCHESAT EACH END. EQUAL-LEG180X ° �r—�n FRAME SHOWN LJ0 27' X 1.25' . WEEPHOLE WICOVER@ - - •• 2.67'FROM O a EACH END. VERTICAL SECTION B-B I T1/4' MAX SHIM TYP. ANCHOR TYPE TYP. ANCHOR TYPE, EMBEDMENTANDEDGE _EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2. SHEET 2. 20 OPT. SASH TOP LIFT RAIL INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. �+— 1/4' MAX SHIM 44 BALANCE TYPE VARIES 42 WITH SASH WEIGHT . FIXED VISIBLE FLANGE FRAME FOR ALL WINDOWS: NOTES! SHOWN I I ANCHOR @ 3.55' FROM END AND AT 1) USE ONLY �1 CENTER. SUBSTRATE -APPROPRIATE J FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36" WIDE: SHEET 2. FOLLOW EMBEDMENT AND ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY SCREWS @163/6" INSTALLATION OPTION SHOWN MAY 47 OFROM END, BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: 16 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SCREWS D. 8-316' USED INTO WOOD AS PER TABLE 2, FROM END. SHEET 2. ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE I-12" THICK USE EITHER OR GREATER, IX AND 2X BUCKS 35 �^ LATCH OR (WHEN USED) SHALL BE DESIGNED BOTTOM LOCK TO PROPERLY TRANSFER LOADS.TO TESTED UNIT THE STRUCTURE. WOOD BUCK LOCATION: 6-510" DESIGN.AND INSTALLATION IS THE S FROM SASH END. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 1/44 MAX SHIM NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP'INTO CONCRETE(CMU. SEE NOTE 2, THIS SHEET, EMBEDMENT 18 1/4" MAX SHIM SASH VISIBLE LIGHT WIDTH �o IT EDGB ❑ DISTANCE TYP. ANCHOR EXTTEERRIOR V LIGHT WIDTH I EQUAL SUCKWIDTH _ ILEGIBOX FRAME HORIZONTAL SECTION A A SHOWN • TYPE, EMBEDMENT AND EDGE DISTANCE PER ' EDGE SUBSTRATE, • •• DISTANCE SEE TABLE 2, SHEET 2. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 1/4" MAX. SHIM 010 OR #12 STEE SELF -DRILLING SMS (GS), SEE TABLE 2, O. SHEET•2. FLANGE FRAME SHOWN EXTERIOR 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION 11. (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPENING) IS MEASURED FROM ANCHOREDTHROUGH BEADING TO BEADING. 1 t i It I I i 1/ FRAME INTO METAL 0NY YNN,I,i LICENSE''• �� ` ,�•`�;.•' Q `•� VISIBLE LIGHT FORMULASNo. _ 58705 WIDTH @SASH: BUCK WIDTH -6.1W @ FIXED LITE: BUCK WIDTH-4.318" — j ) �• W` 1.070 DRIVE :. O a { 40 TECHNOLOGY N.VENICE,FL34275 HEIGHT(EQUAL-LITF) �i��'••,F(ORIDi'•,.•' �_: '••••••" (841}tB0.16W BUCK HEIGHT12.3.15/16'ZONAL NG , ti,�� A LYNN MILLER, P.E. P.E.058705 REGISTRATION# 1/4" MAX. SHIM fol ❑L� D EQUAL LEGBOX FRAME, SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL C) NO CHANGES THIS SHEET AK - 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Ex tratlon Date: 7/30/2025 By: I Miam i ade Produc�,S trot kNGE & EQUAL-LEGBOX FRAMES J ROSOWSKI Daft GLE HUNG WINDOW INSTALLATION - LM i 05/15/15 /Nodo[: Seafe: sneer Oraxlnp NoH5. Rev: SH-5500 NTS 3 OF 13 MD-S500-01 C INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL 1-- EMBEDMENT +• EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2. THIS EDGE DISTANCE SHEET. TYP. ANCHOR TYPE, J-CHANNEL EMBEDMENT AND EDGE_ FRAME SHOWN n "1I DISTANCE PER SUBSTRATE, SEE TABLE 2,SHEET T (LJI n - T (SCREW SHOWN)) FIXED VISIBLE LIGHT HEIGHT BUCK o u HEIGHT 50 85 T- 30 SASH EXTERIOR VISIBLE LIGHT fir•-' HEIGHI 86 OPT, 30 INTERIOR 31 WEEP NOTCHESAT 80 EACH END. INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH L-1/41MAXSHIM 4 I 42 WITH SASH TYPEDGE ANCHOR TYPE WEIGHT 64 30 EMBEDMENT AND EDGE EMBEDMENT DISTANCE. (3 DISTANCE PER SUBSTRATE. J_ Q SEE TABLE 3, SHEET 2. (NAIL SHOWN) EXTERIOR g7 FIXED VISIBLE )� OPT.SA SASH TOP J-CHANNEL LIGHT WIDTH FRAME 1 FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.65- BUCK WIDTH FROM END AND AT CENTER 1)USE ONLY . SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME R6FI,n�:+ INTEGRAL FIN / FRAMESHOWN �QD o SHIM -- 27" X 1.25" WEEPHOLE WICOVER@2.87" FY, ' 38 FROM EACH END, TYP. ANCHOR TYPE; O EDGE STAN EMBEDMENT AND EDGE D (DISTANCE PER SUBSTRATE, _L SEE TABLE 3. SHEET 2. —r1 EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D 'ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. FOR WINDOWS ANCHORS LISTED opif TABLES 2& 3 OVER 36" WIDE: OF SHEET 2. FOLLOW EMBEDMENT ADD ADDITIONAL AND EDGE DISTANCE LIMITS. ANY SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: ADD ADDITIONAL 2) MASONRY ANCHORS MAYBE SCREWS @ 8.3/8" USED INTO WOOD AS PER TABLE 2, FROM END. SHEET 2. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF USE EITHER UNIT IS INSTALLED DIRECTLY TO LATCH (SHOWN) SUBSTRATE. WOOD BUCKS OR BOTTOM DEPICTED AS 2X ARE 1-12" THICK LOCK (SHEETS). OR GREATER. 1X AND 2X BUCKS TESTED UNIT USED) SHALL BE DESIGNED LOCATION: 6-S1B" TO PROPERLY TRANSFER LOADS TO FROM SASH END. TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH -S.1/2" @ FIXED LITE: BUCK WIDTH -43I8" HEIGHT (EQUAL-LITE) BUCK HEIGHT2-3-15116" 1141 MAX. SHIM IN FR INSTALLATION OPTION 7 ANCHORED THROUGH i I 1 INTEGRAL FIN INTO METAL 1/4- MAX SHIM I--- EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. EXTERIOR INSTALLATION OPTION 8 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FINIFLANGE REMOVED) LYNN LICENgF •.; �� >& No.56706 —�1 alp :[1070TECHNOLOGYDRIVE S A N. N. VENICE, FL 34276 6 �s •'•:°�ORIDF•.••'��C,� (941)- 1600 A. LYNN MILER. P.E. PRODUCT REVISED as comp)ying with the Florida Building Coda NOA-No. 20-0401.03 Erc Iratlon Date: 7/30/2025 C) REVISED DADE MULLION By: Qti NOTE. Minrn Dade Produc"o trol AK - 03/10/20 Daac*uorc J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI riffs., cate. TINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NTS 14 OF 13 I MD-SH5500-01 -•-1 718" NOM. 5/16" A/A PVB 7116" AIR SPACE— 1/8" A GLASS— aEXTERIOR GLASS TYPE 5 •--1 7/8,NOM. r 5/16" H/H SG--- 7/16" AIR SPACE- 1/8" T_ GLASS- Gj EXTERIOR GLASS TYPE 10 TYP. GLAZING DETAIL —1 718 ;NOM. 5116" A/A PVB — W16" AIR SPACE- 1/8" T GLASS- <D EXTERIOR GLASS TYPE 6 --�I 7/8. NOM. 5/16" H/H SG- 3/8" AIR SPACE - 3716" A GLASS - aEXTERIOR GLASS TYPE 11 M NOM.GLASS GLASS TYPES9 THROUGH fE TYP. 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9,11, 13 & 1S MAY NOTSE USED IN THE HVHZ ABOVE W. 718' NOM. �•�- 5116" A/A PVB — 3/8" AIR .SPACE- 3/16" A GLASS - aEXTERIOR GLAZING NOTES: 'A":ANNEALED ANNEALED "H- = HEAT STRENGTHENED = TEMPEREp "PVB" _ .090°TROSIFOL® Iw1/B BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAIF BY KURARAY AMERICA, INC. FOR LAMINATED GLAZWG COMPONENTS, SEE TABLE 1, SHEET 2. GLASS TYPE 7 5/16" H/H SG — 3/8" AIR SPACE- 3/16" T GLASS - aEXTERIOR GLASS TYPE 12 —�I 7/8' NOM. �-• 7/16" A/A SG — 1/4" AIR SPACE- 3/16" A GLASS- G] EXTERIOR —�{ 71W NOM. {�-- 5116" A/A PVB — 3/8" AIR SPACE- 3/16" T GLASS - a EXTERIOR GLASS TYPE 8. 7/8""NOM. 7116" A/A SG 5/16" AIR SPACE— 1/8" A GLASS — aEXTERIOR GLASS TYPE 13 7/8" NOM. 7/16" A/A SG — 1/4" AIR SPACE- 3/16" T GLASS- a'EXTERIOR 71 ANOM. r 5116" H/H SG 7/16" AIR SPACE- 1/8" A GLASS — aEXTERIOR GLASS TYPE 9 —1 7/8.NOM. [ -- 7116" A/A SG — 51W AIR SPACE- 1/6" T GLASS - aEXTERIOR GLASS TYPE 14 I VN II I 1 y\j II I PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 Bu complying with the Florida Building Code NOA-No. 20.0401.03 Ex Iratlon Date: 7/30/2025 C) NO CHANGES THIS SHEET. By: �•`��`��NY��nslvfT'il��%� J F `�F�y �; AK - 03/10/20 Mlam Dade Product tTo trol No. 58705 ® — p •6L • • (r ••. 1070TECHNOLOGYDRIVE GLAZINGSDETAILS UroMn PJ^ J ROSOWSKI [� : lu` o •. S � � • • <(7 N. VENICE, FL3/275 air.: Data: ; ', ��.• R�oRlpn •\��`�;� �s4ly�go 15°° SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 0AiA�• �r ��*` Snff�/Mod�L• Seoie: 'Sheeo Omring Na Rx. aiVa', uiid,'a.E SH-5500 NTS 5 OF 13 MD-SH5500-01 I C P.Ep 59705 REGISiRAT10N ti29298 ABLE 4: QT.. Typos s,e,7se De sign Pressare,Ihse .�•so.o ROM. Local R1 FAra6w(ndow4-b.I- SCC IAULM M, An= a r.m ANCHOR GROUP AND QUANTITY. H iT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5.6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) CW.Ty" 3 MInAL-1 fit "UM sun tlewohnwom ROP94®P7-d-- Ne�4Sh- SO6h Nmsm P4u04@4' Design Pressure, IbsHt2 WlP32w u 1048 OIh SLl7E IW Z3.5 E@uHIO 11.396 +6a0 -70.0 465.0 40,0 6jwdud C05395 14.617. t5S70 463.0 •Me 4850 •7O0 28 EQnHIO M683. 14.5161+6A 170.0 +65A -70.0 Stat4atd pmC 11.377. 1t.381 •70.0 .BSA •70.0 37.3T6 T.Um 23,317.25285 •70.0 Me -TOO SWakud Caltne 20353.21315 •70.0 +68.0 -TOO Eq."IO 6U1I61N Pmda 11.617. 2a.957 14,517-17516 •70.0 70.0 +850 .650 •7D0 -TOO Shwm41 1/.3ri-149,8 70.0 ♦65.0 -.T" TOW 27.W3.31A IOa •TOO -65.0 •70.0 C.w. elm 20617.27.552 •10.0 .65.0 •70.0 St4r Q#W 23.517-2a515 -700 +8a0 •70.0 40 EQ43Ht. M517.2351e 4650 -70.0 .05,0 •70.0 aYaOdtnl pwP 17.517-2D516 400 -7aa 465,0 •70.0 Cullen Sae 14A17-17Af6 4a8A •70.0 +65.0 TQO Slvdbi IIMT-14.515 +650 •70.0 .WA a0.O TaNst 31.553.35911 469.0 •70.0 +69.0 •70.0 SWO11d Wtla, 26617.31JW IWO .700 +55.0 40A Epu4ib 2Q617.26515 +650 •7O0 465.0 •70.0 48 Mandad PWVN 17.517.20418 465D •TOA 4651 •T0.0 C®WO She 14.317-17A16 46SA -70A 465A •700 C.1-she 12.517-106 465.0 •70.0 +e10 as0 Shmleit 11.377.12.510 .859 •70.0 .610 •7.0.0 g Tuimt 31208-37.636 4650 •T00 +800 •TQO T� SWOwd C4Wgr 29617-33.207 +650 •7O0 40.0 -700 EgaHIO 23.6v-2%S16 +65A TOO .0.0 •70.0 59.629 CUD1an Sim 70.617.23,516 +9a0 •70A +65n JQO smd1Npmhm 0.517. 0.516 +65.0 -TOO +Me -10.0 Cmtan Slu 14A17. 17 16 +65.0 -TOA +Me JAO Cmf Slz. 12.517-14.516 +680 •70.0 48a0 4&0 6W048 11.377-12518 4a5.0 •70.0 +65.0 TQO Term! 36.517 - 41.644 465D •70.0 .65.0 -TOO SIaM1nlCWbIp 31.atT-36516 4650 •700 40.0 -70.0 E0u4141O 20511-31,516 +650 •TOD 465,0 T00 S13r61N Pm 21617.2"w +650 •TaO .650 •70.0 62 CID She 2D617.23.515 4650 7DO .65.0 40.0 CmteO Sae VM7.2Q518 .610 Tao .55D 40.0 C.t-su. 14,517. 17.516 .610 •70.0 .65.0 -qm Cmt-She 11017. 14.516 1610 -70.0 466..0 -M3 swm l I1,8B -13A16 465,0 -70.0 +810 6a5 721mt 31517.41.644 +95.0 •70D -001 JQO Cmimn ShO 3a617.39.616 465.0 •7Q0 +6a0 I TOO EpaHte 31517.38516 +00 •70.0 .6a0 46 76 C.O. 61z4 32.517.35D76 .05.0 •70.0 465.0 •70.0 Sta0 PM- 25517-32.515 -MO •70.0 +65.0 -10.0 Cmt01l1 W. 26,317.29416 4650 -70.0 +65.0 67A Shwtm1 24.661. 28116 +UO •700 +as0 66.5 B4 Ennui. 3a517-44M4 4" -mn +05.0 •"a C1nt4in SW 38517.3A518 4 1 -70.0 IN 67.3 6t4Odad P"- 3].88t-3a6i8 .650 -70.0 +fAO t66 61.78 T.1"t TO0 +850 Gas TABLE 6t G100Typrn e,Tae Design Pressure, tbsHe +65.0/-70.0 ROW. Level R3 F-1wfndm=ds.hsh. ANCHOR GROUP AND QUANTITY. H iT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) PRODUCT REVISED as complyin with the Florida SEE TABLE 10, SHEETS FOR ANCHOR GROUP AND QUANTITY. Building Code .. MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-60.136 NOA-No. 20-0401.03 (APPLIES TO ANY HEIGHT 91.78" } Ex Iratlon Date• 7/�30/202255 ipl( LYNN �% <<<n� C) SASH HEIGHT CORRECTION. By: l�suce�'L: Miam: Dade Produc�6o trol t' •""SF `t;' AK - 03/10/20 No. 58705 * ® NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. - /S Si' _�'• (� ^ a; �%� •r, 11.L () ; .�40` ammipu0n: DESIGN PRESSURE TABLES vrm By. J ROSOWSKI 1woTEawoLOGYDRivB N. VENICE, FL 34275 • Tr Ta . �W 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. ' •`•.FLORIOh,.•' \�- '10NAL (9<1)�D•1wo SINGLE HUNG WINDOW INSTALLATION - LM 05/1.5/15 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN Y� ,` Sertq/Mpdd: sLw1e: sneer n7afd0g ND. Rev: ON THE TABLE, A. LVd4 M11-144 P,E SH-5500 NTS 6 OF 13 MD-SH5500-01 C P,E058705 REGISTRA7'IONR2B2B6 OIaBTrpo *fz45e1e ROW.tAw1 3 Boll -Seth Dnc0timta9imo Rago0Wad1w H601 Sh- Swh H-Qd Range W) Design Pressuge,lbse YAt14n1Buck N5dUt IR W'40 4B 52725 54 23.5 uQ,. WA 11391 +70.0 .110.2 4700 •110.0 .700 Man N0.0 •110.0 Staadad CnBgp 1451T-15.070 1710 .110.0 4700 •110.0 +70.0 •110.0 +700 -110A m EgliMft 11,SB3.14510 -MD -110a +RO -1100 -70.0 Man +70.0 -11" StIlUd Pl Aw 11.377.11.552 070.0 •1110 -Inn -1100 Ilan •110.0 170.0 4100 Tadess 23517.2928E 470.0 4ID.0 +700 Alan 4700 •110.0 +70A .1100 Surpl dCbea9e 21958-23.5to +7110 •110.0 +70.0 410.0 +70.0 -IM0 +70.0 •110.0 31,376 Eg W. 17.517.20457 +7Q0 410.0 .70.0 -11010 +704 •110.0 +700 409.0 Standud P-fo 14517-17.51e -Too -Ilan -100 -Ilan +m.0 .1 00.0 +mo -110.0 Sho l 11,377•14.510 +70D -110.0 470.0 •110.0 .70.0 .107.0 +70.0 40310 Td., 27.683+31.811 +RO 4100 .70.0 -990 +700 .810 +70.0 470.a 1-1-511e .S17.27382 +700 -110.0 .700 410,0 +70o 4100 -70A .110.0 SlanOsd Corapa 23.017.25.510 +710 •110.0 +Tao 41D0 470.0 •110.0 +m.0 •110.0 44 Eq.Wtn 20.517.23.51E +70.0 410.0 Nall 410.0 .700 -1110 -70A .110.0 Stru"PrmtW 12517.20,51E +70.0 -110.0 470.0 410.0 +70.0 .1100 4m.0 •I10A 23 1n1n5Ee 14,517.17.51E +70.0 •110,0 .700 410.0 .70.0 •110.a .70.0 Aim0 Stnlleel 11.777-14518 +70.0 Man +700 410.0 .mD 1.107.01+MC •103.0 T.S.t 31.5113- 35.911 +70.0 410.0 +100 •900 R70.0 4R0 +70.0 410A StBMNd Caape ffi617.31552 .70.0 -110.0 +7a0 410.0 -70A •Ilan +MA AMD 4E Eq.m. Slandvd PM&W 20.517.28518 17.617-20.510 .mA N0.0 41D0 AIDA 470.0 1 .700 410.0 410.0 +mA +TeA •710.0 •110.0 +711.0 .70.0 •1100 Man QabmStla 14,517-17.518 .Tan -11ao .ma 410.0 +70.0 -Ilan .700 410.0 Cusbm6De 12677. 14.518 .70.0 410.0 .70.E •110.0 +100 -110.0 +700 •110.0 Sh um 11.377.1251E +70D •110A +700 41n0 4700 •110.0 +70.0 .110.0 +� Wmt 3120E. 32518 +T0.o •110.0 470A •Doll .+70.0 -B&A +70.0 -00.0 St.,W dC.2w 2EL517.42DT •710 •110.0 .70.0 410.0 .mA -110.0 +m0 410A EgwW. 23-517. 28518 .70.0 •119A +710 -110.0 470.0 •110,0 1 +70,0 1 -110,0 'am6tandnd c t..Saa 20,617'-23SIS 4700 -I1B0 .700 410,0 +m.0 4100 7404 -119.0 Plmi. 17517-20518 -Tab•/10A -70.0 410.0 +70.0 410.0 +m.0 222 OustmE6ae 14.617-17.516 +70.0 •1100 .7aD •Ilan .mD -110.0 .700 -110.0 cmtomsite 17517-14618 +RO -1140 +7aD -1100 +m.0 -110.5 +m0 410.0 W.-t t 11.3R-12510 +7120 -110.0 +70.0 •1100 1m0 •110.0 .710 -1f0.0 T.P.t 3a617•41.E14 .70.0 •11" NOo -Ilao +mA -iia0 .mo .1100 SlaW&d CaOatle 31.517. 30.510 +70.9 410.0 .7dO 410.0 470Z •110A +m0 -110A Eg1-9w 20,617-31516 .RO -110.0 .7a0 -110.0 +70,0 -110.0 ♦m0 AIDA 62 StWAwd Pmim 23.517-7A510 +700 4140 +70-0 410.0 Nan 1 •1/00 1 #70A -110.0 17atmn Si. 2aS17.2151a' +ma •110.0 .740 -1100 +70.0 •1100 +700 •1101 Cush"Sim 17,6117-20.510 +70-0 410.0. N0.0 411A +71.0 410.0 +10.0 .111D Catmll SOo 14.517-17.510 +m0 -110.0 .700 4100 .70.0 -11a0 N0A 4101 OlOIam SOd 11017-IA518 +7ao -110.0 +70D -110.0 .70.0 -110.0 +m0 •1104 Sww 11,864-11018 +0 70. 41a0 +700 4100.70.0 .110.0 +-70.00.0 .0 41 Tope11 38SIT•4JAU +Tao •110.0 470,0 4mo +700 -110.0 +mo •110.0 T6 Castamfiaq 36617-39516 +MO -Ilan Nan .110.0 470.0 4100 +70,0 -1100 Equable 35.51;-3E516 +m0 410.0 470D 41Q0 470.0 -110A +m0 AIDS CuslamSha 32517.35518 +700 4100 .700 •1100 .70A .110D .700 410.0 Sm bld P-1- 29.517. 3Z516 -Tag 11100 +7aa -110.0 +7110 •110.0 +m,a •11ao Qa Siza 28.617.29.510 4700 -1101) .70.0 •110.0 +T0.0 •110.0 470.0 •110D .Slv9®1 24.884-28.515, .700 -110.0 Nan -1100 +70.0 -170.0 .700 410.0 EgaNaa 38517-4L644 +70.0 410.0 Nan •110.0 +m.0 •11a0 +m0 -110.0 B7 Cuslam sae' 30.577-3aSIB -700 .110.0 -70.0 •110.0 •700 -N0.0 +m.0 .110A StandaNPmwiow 33.BB4.35518 +70o -110.0 +700 410.0 470.0 410.a +m0 410A 91.7E TeCasi • 41Ad4 NQO -7m0 N00 Mao 470A -110.0 +m.0 N110.01 b"tt IAbLC 11,.YI'1CC1 lu rvm AIYI. mU ,N 14U7A711t T. MIN, SASH HEIGHT= WINDOW BUCK HEIGHT- 50.136 (APPLIES TO ANY HEIGHT 91.78. OR LESS) 01..Tpo 13&14 Rc1ol.uwl 3 Bmmisaln Drsuiplicnbroh a 11aa9e492Mdm. WON Sturm Sash Helghl R-ww Design Pressufe lbt17R7 VOtldor Omit W,4011m) 18 29 1 D2 1 38 1 40 48 1 61125 1 54 23.5 EquaHm 11594 .700 •1100 +70.0 410,0 +mA Alan *MO .110.0 +700 4 0.0 +7110 -110,0 .m.0. 4/Q0 .70.0 . Stand.dC nlq. 14.617. 15570 tIoD .1100 .70.0 •110.0 •70.0 IID0 +70.0 1 4100 .79.0 -Itao 170A 410.0 .70D 410.0 .70.0 •11010 28 Equd4la Slondvd PmAew 11.581-t4.5t6 1t377.11.582 17OL0 .70.0 -110A 4110.0 +70.0 +70.0 410.0 -110.0 +70.0 +704 .11010 -110.0 +7DO 170.0 -11a0 •110.0 -70.0 +70.0 -110.0 -110.0 170A +70.0 •110.0 •11" s700 +70.0 -110.0 410D 1 4RD I 170A •1toD •110.5 Tines! 23517.251E8 +70.0 410.0 +70.0 410.0 +70.0 •110.0 +70A •110A +70.0 4mo +70,0 •110.0 .70.0 -1100 +70.0 •110A Sm C Iga 2a858. 73.51E +70A -110.0 +79.0 410A NDA 410.0 .70.0 410.0 -70.0 -1100 +70.0 -11010 -70.0 -110.0 +70.0 -110.0 37.375 Equable 12617-30.95T +700 41011) .70.0 •110.0 +70.0 -1700 +70.0 •110.0 .70,0 -110.0 +7010 •110.0 +700 410.0 +70D -109.0 SU,4.d Pm4m7 14.617.17.510 +70.0 4ID0 .70.0 •110.0 +70.0 •1100 +7110 •110.P +m0 -110.0 +70.0 41MD +70.0 41a0 +70.0 -110.0 Sh les+ 11.377.14,618 +m0 •110A +70.0 .110.0 +70.0 •110.0 +m0 -1100 .70.0 410.0 +70.0' 410.0 +70b •7W,0 .70.0 .103.0 Taaat 27.583-31.911 .700 •110.0 1 .70.0 -110.0 .70.0 .110.0 +70,0 -110.0 +RO •110,0 .700 -NA 170.0 411D •?DA .900 0.1-Slm 28.617.27.SB2 .70.0 .110.0 41T0 •1140 +70.0 •11DO .700 -1100 +70b •110.0 +Ian -110A +7n0 -1100 +m.0 .110.0 Slartaad 00apo 23,517-25.51E +m0. 410.0 +70.0 410.0 .m,0 -110.0 4m0 410.0 170.0 -1100 +m0 410.0 .70.0 410.0 +70.0 .110.0 44 Equi-61e 20.S17.23.51B .m.0 410.0 .7a0 4100 1mA •110.0 4m0 410,0 470.0 410.0 +70.0 .110A 470,0 41GA +70.0 •110.0 "Standw Prod" M517.205110 .70.0 .110.0 .70.0 .1100 .700 4100 .70.0 .110.01+M..0 410.0 +70.0 -11a0 +70.0 4100 +70.0 .110.0 C,altm Sire 14.517. 1T.518 +m.0 4100 .1a0 410.0 +mA 410.0 Nan -110.0 +70.0 410.0 mu .110.0 .700 -1101 +700 •II0.0 Bhuleal 11377.14.610 +m.0 •110.0 .7.0.0 41M0 170,0 .110,0 +Ta0 4100 +m.0 Alan .70D 410A +700 407.0 +70.0 -1010 T.I.M 31.533-D5.911 1m0 41aD +70D 4100 +m.0 -1100 .700 410A .70.0 -11D0 +mA 470D -70.0 -94.0 '+m.0 -00.0 Staldud Ccltepn 20517-31.582 1T0.0 -110D .700 41DO .70.0 .1109 .70.0 -+10.0 470,0 •110.0 .7D0 -110.0 +700 •110.0 +70.0 -110.0 Eg1W510 20617•ffiS78 +RO •1100 Nan •110.0 +m.0 -11a0 +m0 •1100 +70D -110.0 NO.o -110.0 N0.0 •110.0 +70.0 .110.0 48 Swdm Prmiea V_617.21MO .Tao AmD N0.0 410.0 +m.0 -110,0 +7110 410,0 +700 410.0 +70.0 .110.0 +7D.0 4tO.0 +m,0 410.0 Clslam Sizo 14.517-17.518 .m0 -.1f0.0 .70.0 -1100 N00 410.0 +RO •110A +mA -110.0 +m0 -110,0 +70.0 -110.0 +mA -110.0 mtml Sign 72517-1}SI5 +Tag LD +?D0 -110.0 +700 •"Do .m0 .110.0 170.0 .110.0 +m0 .1100 .700 41110 +Ta.O -110A Shoeless 1 11.317•IUIe +700 410.0 +70.0 •Imo +Mn 410.0 +700 410.0 +7a0 -ItO.0 +70.0 410.0 .70.0 p hlipt 31208.37" .70.0 .110.0 N0.0 410.0 +70.0 -110.0 +7D0 •110.0 +70.0 •110.0 +70.0 AaD +7010 -no +70,0 A0.o i$ SlaMad CcdMp 2aS17.3310T +mo -110.0 +70.0 .110.0 +mA a10A Mal AIO.o 0Ta.0 .110.0 +70.0 .1100 .700 a100 +70A .110.0 EquaMao 21517-28.67E 47ao •110.0 .70.0 •110.0 .m0 A10.0 470.0 -110,0 +70,0 410,0 +m.0 .110.0 Nan -+too .70.0 •110.0 Clalml Sbe 20117.215/8 .m.0 -110A •R0 41an am.0 •110.0 +R0 4f0.0 +TO.a -110.0 4m0 -110.0 .7a0 41ao +70.0 -11a0 ,�{ 4a825 Si PMhm 17,617-20.510 +m0 410A 4700 •110A .m,0 410A +m0 .110.0 +m.0 •110.0 +m0 410.0 +700 -110.0 +700 -IloA CLW- Soo 14,.517. 17516 !?Do, -110.0 +70.0 -1100 Non -110A •RO •110.0 -IDA 410.0 +m.0 •Iiao Nag .110.0 .70A .110.0 aatamsae 11617.14.516 .m.0 •110.0 +7ao 410.0 .7Do -110A +70.0 .110.0 +ro.0 •110.0 +RO 410A +700 -110.0 Imo -110.0 snout n3n•tz61e .mD •no.o .Ro a1o.0 +mD -++no .m0 Afao +Ro •ltao .ro.D -llao Nao -nno No.o -1100 TNI'st X617.41.644 +m.0 410.0 4R0 4100 +m.0 410.0 +70.0 410.0 +m0 -110P +700 410.0 wm.0 -110.0 +700 •I05,7 Shoos tConor 31,51T.wslo 4m0 •110.0 +701 Ilan +mA .110.0 Imo 4100 .70o 4100 +m0 -110.0 17a0 4 E5 +RO .+0311 Egd41a 28.517.31510 +m0 -110.0 +70.0 •110.0 170.0 •110.0 +70.0 •110.0 470.0 -110,0 470.0 •110.0 479.0 •107.8 •70D -102.4 Sloltlsd RodeW 2151T •Ze.ltd +m0 -110.0 N0.0 •lta0 +70.0 •110.0 +70.0 •11D.0 NOA -11Q0 +m.0 -110.0 +700 -110.0 +70.0 •105.2 62 t-She 20517.23.518 +70.0 410.0 Nan •1100 +mg -IIDO 4mA Man +mA -110.0 +7D 0 -1100 470.0 -1fa0 .m.0 -117.0 Nat -Sao 17 m.517.20sla .0 -11D0 +70.0 4100 .70.0 410.0 .700 -110.0 flan -1+0.0 +m,0 -110.0 +70.0 410A +70.0 •109A Gat-Sba 14.517.17518 .700 -110.0 N0.0 •110.0 .10.0 -1101D +mA •100D 17110 -1023 +700 -1015 .70.0 .1m5 N0o -100.5 Cuatam Sin 13,017-14510 +70.0 •II0.0 470.1 •110.0 +10.0 •1082 177D.0 -1-7 .70.0 •9T.1 00.0 414A +m0 44.4 +70.0 .94.4 SM1meat 11.851. 13.010 +70.0 •110.0 +70.0 410.0 +70A .1020 +m0 •97.0 +70.0 •923 +700 410.1 +?ao 4A.D +70A -Ban Twat 39.617.41.044 +70.0 •110.0 .70.0 410.0 +70D .110.0 +70.0 .110.0 .70.0 .110.0 +7a0 -110.0 -70.0 7101.5 +70.0 4160 Cusson Sizo 38517,39.516 -70.0-1m.0 +70.0. -1100 -70.0.1m.0 +mA -Imo +700 .110.0 +70.0 4100 4700 •101.7 ♦70.0 .963 Egmd3ta 35517.39.610 .m.0 .110.0 .70.0 -110.0 +m0 .110.0 +0 m .1100 470.0 410.0 +70.0 •1100 4100' •100A +m0 05,0 75 Cussun Sae 32517.05.51E +7ao -110.0 4700 410,0 +mA •110JO +70.0 410A .70.0 -110.0 +R0 •110.0.700 4007 +700 4152 Smndard pmdaW 78.51T•32S1B .70.0 -110.0 .70.0 •t10,0 +mo -Ilgo .Wo "Do 1m.0 110,0 +m0 -tOB.B +70.0 •101.8 .m.0 Aa7 Cust=n Sim 2E517-29.518 -Too -110.0 +m0 -11n0 +J0.0 •107.8 .701 4D24 .70.0 •9aB 1 .70.0 1 ABA +70.0 .984 -MD N.4 ShOnoOt 24560.2ESIB +7100 .1100 .70.0 •110.0 .70.0 .104.E .70.0 •99.1 .m0 •954 +10.0 -924 lD.0 -924 +70A 4124 Egm9-11a 30.617.41.644 .700 •1tO.0 .700 40.0 +70.0 •110.0 +m.0 :-112 1701D -170.0 +m.0 -ml .+7n0 418.7 .70 -91.1 84 Cuatam Sim StalldvdPmdeW 35517-38.51E 33884.3Es1B +70.0 +700 .1100 4101D 70.0 +700 •110.0 -110.0 +mA +70.0 -107.8 •102A 470.0 +roA .102.4 -07.0 -TeA +WO -008 .913 +mD +70.0 Afl4 -90.1 "+70.D +70.0 •90.4 4U,0 +m.0 +75 411.8 -wo 91.7E Ta d '• 4784/ +79.0 -110.0 +700 4100 -700 .107.E Ilan -97.0 +70.0 .933 .700 -011 +70o .90.0 +70.0 410.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT $ GLASS. TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TOALLCONFIGURATIONS) SASH HEIGHT TYPES.9 THROUGH 'GLASS 16MAYNOTBEUSEDWITH OR INTEGRAL PRODUCT REVISED FIN FRAMES FIN as complying with the Florida SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Code NOA-No. 20-0409.03 -MIN. SASH HEIGHT= WINDOW BUCK HEIGHT- 50.136 (APPLIES TO ANY HEIGHT @1.TWORLESS) I "1 ItIv RevWom ExeirationDate• 7/30/2025 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED' THROUGH THE FRAME 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOY SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. '.�,�7ON...•• NN�j�,� C) SASH HEIGHT CORRECTION. By, • 1 �cErdSF .,CIF AK - 03/10/20 Mlam Dade Product ea trol NO.58706 •p Yr = • OeBcrfpHOn: DESIGN PRESSURE TABLES a°a++ BY J ROSOWSKI 1070TECHNOIAGYDRIVE N. VENK E FL34275 ATE OF .: (V�: C`pS/, <ORION. �?,� 71tle: SINGLE HUNG WINDOW INSTALLATION - LM DoW 05/15/15 27/ CNAL 1,`` s.]rd,Alrpdr score: n«t n,>nrDg Rar. A L446 Mil. P.E. SH-5500 NTS I 177 7OF 13 MD-SH5500-01No. C P.P�F5670s REGISTRATiON029M .06r 1.403" .625" O J-CHANNEL FRAME .625." I 1.375 1 HEADIJAMB r l 3.483" -r{ -4-V..Flf'S 2.444" �o OLJ .625" J•CHANNEL "j- I. 5 O FRAME SILL r 15° �+- 1.872' -►I r 1.641" -�•� t�. � JT J79 .065° 1.376" -�I Y.231" I•�- -►{ 1.000" I-t-• FIX74 MEETING RAIL 16 SASH RAIL 864" 175' . 316' -1 ti 1d .754" .035" --F LAMIIG 72 EXTRUDE (B BEADING SCREEN FRAME OFLANGE FRAME HEADIJAMB 1.376 - 3A83° --�{ 2.444' a O6 FLANGE 1.375" FRAME SILL , 3A83" -►1 2.444° �oo � 7 FIN FRAME SILL 3.500' -��- .062° a^ � 1.463" OEQUAL LEG FRAME HEADMAMB 3AS3° --►-{ .062' 2.444". o d 8 EQUALLEG FRAME SILL .070" LIGHT SASH REINFORCEMENT 070" -�IH- II1I�I 036° 1.331" U'1 OSTANDARD MEETING.RAIL REINFORCEMENT -fit 1:164° .810" rv7i II OHD SASH REINFORCEMENT 070 7.041" L .130" '--�-I 1.340" �- OHD MEETING RAIL 27 REINFORCEMENT -►I 1.215" 2.100" 1.472" 1.665. � 2.176' � I .974" .8901,�� .471" I.5591L0" .347" .355" V J .050" .050" .035° � T.070" .070" BALANCE 06SASH STOP LIFT RAIL LIFT RAIL BEVELED BEVELED 17 COVER 18 SCREW COVER 19 INTERLOCK 20. INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER PRODUCT REVISED as compiying with the Florida Building Code t t i 11 I I I I NOA No. 20-0401.03 lrauDate: 7�3o/2o2s .300" ��pl c�msN�P�I RC i NO CHANGES THIS SHEET. r�y Z • C ;�� `r- AK - 03/10/20 Miam ` ado Froducf 6o trot .760" � � ; No. 513705 YC = ® Omwn BY' .025' a rtOLLED `� 1• �= to7oTECHNOLOGY DRIVE WAIN OW EXTRUSIONS J ROSOW,SKI Bt . F N. VENICE, FL 34275 _ SCREEN FRAME +C� : ' � Data k..•'G��`� t 16D0 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 III (I I] OW' SO-;swVodA: Scars shmeOmNng tlo. Rer. A. LYNN MILLER. P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 C RE'S 58705 REGISTRATION 929298 Bill of Material # Pert # Description Material 1 620101 Single Hung Frame Head & Jambs - J•Channel PVC 2 62D102 Single Hung Frame Head & Jambs -Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 62D105 SH/DH Frame Sill - J•Channel PVC 6 620106 SH/DH Frame Sill - Flange PVC 7 620107 SH/DH Frame Sig - Fin PVC B 620108 ISHIDH Frame Sig - Equal LeglBox PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Caner PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6005 75 Al 20 62D14.4 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock SODS T5 At 22 620145 ISeveled Interlock Cover PVC 23 6201SO Light Sash Reinforcement 6 W M At 25 64152 HD Sash Reinforcement 6063 TB AI 26 620153 Standard Meeting Rail Reinforcement 6005 TS AI 27 620164 HD Meeting ►tag Reinforcement 6005 T5 Al 30 81644 Weatherstrip, AST' x .270' Fin Pile 31 SQ300 Weatherstrip, .190" x .306' Foam Bulb Flex PVC 32 61719 Weatherstrip, .18T' x .220' PolyPl1e 331 61826 iWeatherstrip Plug,.220" Finseal 35 78X1M7TT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 78X3THPX #8 x 3" Ph. PH SMS (Meeting Rait Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 6063 16 At 38 720210 Weep Hole Cover PVC 40 720)0000( Constant Face Balance 41 #8 x 3hV Ph. FH -SMS (Can. Face Balance Screw) SS 42 Spiral Balance 43 720206 Spirel Balance Shoe Nylon 44 78X114FPAX #8 x 1 .114" Ph. FH SMS Spiral Balance Screw) 41O SS Part # Description Material 76 Kommerling 4SG TIPS Spacer System 77 Quanex Super Spacer nXF with Hot It Butyl See this Sheet for 78 Quanex Duraseal Spacer Materjals 79 Cardinal XL Edge Spacer Bill of Material, cont. # Part # Description Material 20197 Auto Lock Mechanism G. t 48 720198&9 Sweep Look Cast Znc 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4.8 76X.1180PTX #6 x 1-1/8" Ph. FH SDS (Auto and. Sweep Lock Screw) 86 49 720200 Auto and Sweep Lock Keeper Cast Zinc 50 ?76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 61 420181 L/R Beveled Tilt Latch Comer Key PVC 52 420182 L/R Pull Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS (Comer Key Screw) SS 54 420183 Tilt Latch PVC 65 420184 Tilt latch Retainer PVC 56 720207 V Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 1 Metal Till Latch Finger Pull Cast Zinc 59 420180 Pivol Bar Comer Key PVC 60 720206 Pivot Bar SIS 63 720191 Sash Pull Handle Cast Ono 64 720194 Sash Pull Handle With Latch Assembly Cast Znc 65 78UFPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Znc 67 778588 #8 x 518" Ph. FH.SMS (Strike Plate Screw) SS 721 720135 Lami I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 75 71646N Setting Block (7/8" x 1" x 1/9 ), 85 +/- 5 duro. EPDM 80 61(M2 Extruded ScreenFrame Alum 81 61011 Roll -Forted Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 84 47041 Screen Comer Key without Pull Ring X2 PVC 85 7CASPM Tension Spring SS 86 1 61816C48 IScreen Cloth Fiberglass 87 1 61635/61614 .140" Screen Spline Machine/Hand'Rolled) Vinyl NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FORAAMA EXTRUDER CODE. 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 SILICONE A MELT BUTYL STRUCTU SILICO STRUCTURAL 1/4" NOM: FO3116" NOM. �7LYISOBUTYLENE W WITH DESICCANT DESICC EXT.GLASS EXT.GLASS \•—INT. GLASS <4V \—INT. GLASS KODISPACE SUPER 7e 4SG TPS 77 SPACER®NXT'"' W.SS ov I r wve 5116"NOM. SEALBUSILICONE SEAL DESICROLL-FORMED FSTAINLESS STEEEXT. GLASEXT.GLASS AINT. GLASS 7e DURASEA0 XL EDGETm SPACER 7e. SPACER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 '�,I-YA1iV,��%�� RC ADDED BACKBEDDING. (ration Date• 7/30/2025 By �.. �tCEN.,k:••,�( AK - 03/10/20 Miam Dade Produ5" trol I No. 50705 -D :• Oascrrpttor. Drum eY =� :• 3 /3�13 : >�- 10707ECHNOLOGYDRIVE BiLL OF MATERIAL (BOM) J ROSOWSKI ��•.• S A OP N. VFNICE, FL 34276 C� ''•F,�ORiDr�..•' C� (941}490-logo �, SS •..... t\. ' 7We: Deh SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 i��I1j��AI_tG\\\\ ALYNNMILL�R,P.E Seti�/dkAek Swle: Sh�O SH-5500. NTS 12 OF 13 Ororkp No. Rev: MD-SH5500-01 C P.Bq 58705 REGIS71MMON029496 OPT. PULL RAIL INTERLOCK& COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS BALANCE OPT. SWEEP LOCK OPT. AUTO LOCK OPT. PULL HANDLE WITH LATCH SASH ASSEMBLY DETAILS OPT. PULL EXTERIOR (::;> OPT. BEVELED INTERLOCK & COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS, rr----'— �..,._g77gC b `� PRODUCT REVISED 5 ~��,-� _ ''1�.HE3 TO BALANCE 59 i as Buildin complying the Florida ' "-- -- .- NOA-No. 20-0401.03 �+ FRAME t // ReNskn: Ex IraUon Date: 7/30/2 M ASSEMBLY ®' `.� `�0�51 �YNN��''�, C) NO CHANGES THIS SHEET. B,,: . DETAILSMiam J ede Produc o trol •� ' ;F� % AK - 03/10/20 �`�` `• ' * N0. 58705 DIV .� = tD7oTECHNOLocrDRlvE EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR. �,/'� �� N. VENICE, FL 34278 NOTES: i0�'.. SNiT O�.(VW` 7We: adh: 1) SOME PARTSlOPTIONSNOT SHOWN ONDRAWING FOR CLARITY. �it�S '•:C40RI0?•'' �� I�tD'1600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 3) FOR REINFORRCCEME T TYPES, EE DETAILS ON SHEETS 6 & 7FRAME PESAPPLY. L' �•� a•• H0+ B°" 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.IWNN MILL P.E SH-5500 NTS 13 OF 13 MD-SH5500-01 C P.E#58705 REGLSTRATION428288