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HomeMy WebLinkAboutNOA; Series SH-5500 PVC Hung Window1Z P, -�7 Py MIAMI-DARE DEC 161010 �I I � W E D -DARE COUNTY, FLORIDA RM Permittin ment DUCT CONTROL SECTION SV } PLIAN SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC 19S �S iami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION ST LL V� 5-2590 F 786 315-2599 COI�'�i� c � NOTICE OF ACCEPTANCE (NOA) Rocc: www.miamidade.Eoyluildine 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 "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 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. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0401.03 Mol1MMA4DE Ci3lJNYY 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 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 I I/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 11115114, 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 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 5" 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. 16-0714.03) 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 ��/f� (Submitted under NOA No. 15-0519.05) rA1JM1Wff J M,#A Manuel Perez, P.E. Product Control Exa 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 (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 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 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 Idahnis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 05115115, 08/29/17 and updated on 03/10/20 to the new FBC 71b 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 Exa n r 1 NOA No. 204 01.03 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. 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® 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 CoreRigid 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 6th 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 Ex ni NOA No. 20- 01. Expiration Date: July 30, Approval Date: July 23, 2020 E-4 ANCHORAGE EXAMPLEPOR �28-1/8-MAX.O,C.� RADIUS -TOP HEADER (SIM. 12' MAX. FROM FOR ALL FRAME SEAM WWDOWTYPES) // SET 3 B. SEE�..—.1 3D" MAX. O.C. 1r M. _.. , I- i2'MAX EQUALLY 17-71V MAX. O.C. SPAS ANCHORS PER TAB LES9.1I MAX. 10• MAX. O.C. BUCK r HEIGHT 1-3 414j" MAX. O.C. EQUALLY SPACED ANCHORSPER A 1 TABUS 341 EQUALLY SPACED SPACED t ANCHORS PER 1 TABLES 9.11 O / 1 X EQUALLY SPACED ANS PER / TABLES 9-11 TABL / B ENO ANCHORS AT SILL 54' MAX. BUCK WIDTH SEESILLWEEP- NOTCH DETAILS SHEET 3 B. SEE SHEET 3 - Sr MAX. BUCK WIDTH 34• ~(MAX. O.C. 1rMAX. 12' '' ±-�- I FO ED VISIS LIGHT WIDTH S. SEE _ FIXEDHEET3 S 1 VISIBLE LIGHT T 17-71V MAX. O.C. Ati SFE� SHEET3 _ I HEIGHT _L EQUALLY {/ 91.X. SPACED) O / MAX. ANCHORS BUCK PER TABLES941 „ -�— HEIGHT 1J� 10' MAX. O.C. SASH 13.W4 MAX. O.C. EQUALLY VISIBLE - LIGHT 1 �_ SPACED ANCHORS PER / HEIGHT A I TABLE89-11 - MAX _ NOANCHORSATSILL SASH VISIBLE ~ LIGHT WIDTH SEESILL.WEEP- � NOTCHDETAILS, SHEET 3 B- ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 2f-SW l-i ANCHORAGE EXAMPLE MAX. O.C. FOR ARCH -TOP HEADER (SIM. FOR ALL W1 NDOWTYPES) 10' MAX. FROM DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 LARGE¢ SMALL MISSILE IMPACT RESISTANT / FRAME SEAM D SEE SHEET C SEE 1r MAR. SHEET / 17 7/8" MAX. O C _0 / or MAX. 10' M� BUCK HEIGHT X 4 73.3/4' MAX. O.C. SEE SHEETS 1A 8&9 1 SEE SILL WEP- 54" MAX. BUCK WIDTH NOTCH DETAUA SHEET3 52-1/8" MAX. BUCK WIDTH BEE SHEETS 1-1W 8&9 7 T 84, 01 I BUCK HEIGHT AS SHOWN X (91.78" MAX) L.� / C --' I-A14' --j SEESILLWEEP- NOTCH DETAIIA ELEVATION FOR TYR FLANGE FRAME ELEVATION FOR TYP. FIN OR ,1-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75' HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3W IN THE HVH4 THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMWADE COUNTY, USE ONLY MIAMI.OADE 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)LALL WOOD BUCKS LESS THAN 1-im" THICK ARE TO BE CONSIDERED ix INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS2X ARE 1-lir 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). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEBEYONO WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. (NST_ ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1W MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE,OFTRANSFERRING 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 El30D. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS -SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEE 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 CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1.0) REFERENCES: TEST REPORTS Fn-7984 & 7966;ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA;ELCOIDEWALT CRETEFLEX NOA; ELCOIDEWALTAGGRE-GATOR-NOA; ENERGI WINDOW AND DOOR PROFILES; LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION/WSUAF&PA NDS& ALUMINUMOESIGN MANUAL N �``/''��, 11)APPLICABLE EGRESS REQUIREMENTS TOEE REVIEWED BY BUILDING OFFICIAL � � kYLY N .� 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'$ DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-3. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4)DET.ERMINETHE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBS)RATE WILL MEET REQUIREMENTS FOR YOUROPENINGS CONDITION FROM TABLES 2 OR 3, AND THATALL MIN. REQUIREMENTS FROM THIS SHEET-SETARE MET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FORALL FRAMETYPES (J-CHANNEL. FLANGE, INTEGRAL FIN OR EQUALLEGBOX). Qom: ' fi !' No. 58705 =3• >/3 o ,S,�OIVAL A ENG``• &We MI LW P.E. REM 58705 1070TECHNOLOGYDRIVE N. VENCE, FL S427S (841)48D•1600 GENERAL NOTES._ ........................._..__......._.„ 1 ELEVATIONS __................... ...._......__.._..... 1 FRAME, GLASS & ANCHOR OPTIONS._....,.__....2 INSTALLATION, FLANGE & EQUAL LEGBOX-.3 INSTALLATION, INTEGRAL FIN & 4 GLAZING DETAILS...._._._........__...__.._._......._.5 DESIGN PRESSURES ....... _ ....... ._....... :... ....... _.6-7 ANCHOR'QUANTITIES.._.._.__.._.._._.___....._ B•10 EXTRUSION PROFILES ............. ...._.............._._ f1 ASSEMBLY & PARTS LIST ............... i2-13 -2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION 2017 FLOR16A BUILDING CODE (FBC), 6TH EDITION ASTM E13DO-09 ANSYAF&PA NDS-2018 FOR WOOD CONSTRUCTION PRODUCT REVISED ALUMINUM DESIGN MANUAL, ADM-2015 as eomptyln8 with the Florida AISI SIOD-16 Building C o AISC 360-16 HOA-No. 20-0401.03 R#vW= Ex Iratlon Date: 7/30/2025 C) UPDATED TO FBC 2020, Bra REVISED ANCHOR TYPE TABLE. Miam. ade Produefi t3o trot AK - 03/10/20 GENERAL NOTES & ELEVATION J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH-5500 I NTS 1 1 OF 13 1 MD-SH5500-01 I C TARS R 4 • At 1 nwanl R r1 A4 Tv=Q Glass Type Description (Listed from Exterior to Interior) Design Pressure Table # Sheet# 5 71W Laminated I.G.: VB' A Extedor Cap + 7/16" Air Space + 5116" Laminated; (2) Liles of 1/8' A Glass with .090' PVB Intedayer 4,5 6 6 7/8' Laminated I.G.: 1/8" T Exterior Cap + 7/1W Air Space + 5/1W Laminated; (2) Utes of Ifir A Glass with .09W PVB Imedayer 4,6 6 7 71W Laminated LG.: 311W A Exterior Cap + 31W Air Space + 6116' Laminated: (2) Liles of 1/8" A Glass with AW PVB Intedayer 4.6 6 8 7/8' Laminated I.G.: 311W TExterior Cap + 3W Air Spare i- 511S' Laminated; (2) Liles of i/8" A Glass with .090' PVB Intedayer 4,6 6 9 7/8' Laminated LGs9/8• A Exterior Cep + 7116' Air Spate + 5116" Laminated; (2) Liles of 1f8" H Glass with .09T SG Intedayer 7 7 10 171W Laminated I.G.:118• T Exterior Cap + 7/16' Air Space + 511 V Laminated; (2) Liles of 1/8• H Glass with .090' SG Intedayer 7 7 11 71W Laminated I.G.: M18' A Exterior Cap + 3/8"--Air Space + 5119' Laminated; (2) Liles of 1/8' H Glass with .090' SG Intedayer 7 7 12 71W Laminated I.G.: 3/16' T Exterior Cap + aW Air Space + 5116' Laminated; (2) Utes of 1/8' H Glass with .090' SG tntedayer 7 7 13 718' Laminated I.G-:1/8' A Exterior Cap+ 5/16" Air Space + 7/16' Laminated; (2) Liles of 3/1S' A Glass with .090' SG Intedayer 8 7 14 7/8" Laminated I.G.: lie T Exterior Cap + 5116• Air Space + 7/16' Laminated; (2) Liles of 3f15" A Glass with .090- SG Intedayer 8 7 15 7/9' Laminated I.G.: Will' A Exterior Cap + 1W Air Space + 7116' Laminated; (2) Utes of'3/16' A Glass with .090' SG Inte leyer 7 7 16 71W Laminated i.G.: 3116' T Exterior Cap + 1/4' Air Space + 7/16' Laminated; (2) Lites of 3116" A Glass with .090" SG Intedayer 7 7 TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge. Distance- Min. &nbedmerlt' A #10 SMS (steel, 18.8 S.S. or 410 S.S.) P.T. m Ire ( 0.55) 7 13/ Steel, A36" 3/8' 0.05W Steel Stud; A653 Cu. 33- 3/8" 0.0451- (18 Ga.) Aluminum, 6063-TY 3/8" 0.050" 3119" steel Ultracon at UlhacoM P.T. Southern Pine (SG=0.55) 7116' 1-3/8" ConCSete(min.3ks) 1' 1318" Will" steel Ultrecon UngmutedCMU, (ASTM C-W) 2-1/2° 1-1/4" 3/16" steel Unracon+ Ungmuted CMU, (ASTM C•90) 1' B #12 SMS (Steal, 18.8 S.S. of 410 S.S.) P.T. Southern Pine (SG=0.55) 9116' 13/8" Steel, A36- 3/W 0.05M Steel Stud, A653 Gr. 33• . 3/9' 0.0451- (18 Ga.) Aluminum.6063-TY 318" 0.0W 114" Steel Ultracon or tlilracon+ P.T. Southern Pine (SG-0.55) 1" 1-W 1/4' steel Creletlex P.T. Southern Pine (SG--0.55) 1" 1-318" 114" steel AggreGator P.T. Southern Pine (SG=0.55) 1" 131a" 1/4' steel (ntracen ' Concrete (min. Z85'ksi) 1' 13f4' Ungmuled CMU, (ASTM C.90) 2-1/2" 1-1/4" C 1/4" steel Ulkacon+ Concrete (min. 3-ks) 13/16" 1314" Urgrouted CMU, (ASTM C40) 1- 14W 1/4" steel Creteffex Concrete (min. 3.35 ksi) 1'1 13/4- 1/4" steel Ultracon Concrete (min. Z85 ksi) 2-1/2" 13/4' 1/4" steel Uxracon+ Concrete (min. 3 ksi) 2-1/2' 1314" 1/4" stesl'Uttracon+ Urgrouted CMU, (ASTM C•90) 2-112" 1-1/4" D 114" steel Cretellex Concrete (SnIn. 3.35 ISM) 2-1/2' 1-314' Urgrouted CMU, (ASTM C.80) 2112' 1-1/4" 114"steel Aggre-Galor FWGrouted Concrete min. 3.275 ksi 1412' 1316 CMU, (ASTM C-90) Z. T TAW.F_ 3' At I (1WARI F ANrMr]RS TMRrx IRM TMF IMFriRAI FIM Group Anchor Substrate Min. EdQc MiaDistance Ernbedmem' E 2-1f2- x -131" Cmgriron Nag P.T. Soulirem Pine (SG=.55) am 2 7110' 2-112' Ring -shank Roofing Nag P.T. Southern Pine (SG=.55) 318' 2-7116' F 010 (s eelTru.11ead SMS (steel, l8� S.S. ora,o S.S:) P.T. Southern Pine (SG=.55) 1/2' 13I8' Aluminum, 608&T5" a/8" 0.060, Steel Stud, Gr. 331 3/8' 0.0451- (is Ga.) Steel, A38" 3/11" 0.050' #12SMS 1 (steel, 8E S.S. P.T. Southern Pine (So=.55) 911T 1318° m AlmnirN6063-T5' M. 0.0 03' Steel Stud, Gr. 33• 319' 0.050" steel, A36- 3f0" 0A50" ' MIN. OF 3 THREADS BEYONDTHE 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 & 15 MAY NOT BE USED IN THE HVt12 ABOVE 30'. Frame Types (see Fig B) Glass Options (see Table 1) Frame Configs (see Fig A) Frame Shapes (see Fig C) Installation Optlonsthat may be used Flange () 5 -16 Equal-I.ite, OdeUProdew & Cottage L, Squ Arch -Top Arch Top & Radius -Top Through the Game of the window ...... .-Into 2X Wood Frame/Buckstdp - sheet 3, option 1 ....into Concrete/CMU -sheet 3, option 2 through 1X9uelestrip into ConeretefCMU - sheet 3, option 3 Into Metal - sheet 3, option 4 Box / E4 #4) (i14) 5 -16 Equal-Lite, iew O& Cottage &Cottage Squamli p i Aroh-Top p Radius -Top Through the Game of the window ....into 2X Wood Frame/Buckstdp -sheet 3, optlon.l ....into Concrete/CMU - street 3, option 2 throe 1X Buckstd into Concmte/CMU - sheet 3, option 3 8h P Into Metal - sheet 3, option 4 ( ) 5.8 Equal -Lice, OdeUProAew & Cottage Squar&R-L, Arch -Top Radius Top Through the integral tin.,.... ...;into 2X Wood FramelBuckstdp - sheet 4, option 5 Into Metal -sheet 4, option 7 Through the Game of the window.,...... ....Into 2X Wood Frame/Buckstdp -sheet 4, option 6 -into Metal -sheet 4, option 8 integrel E(n (�) 5-8 Equal -Lice, Odel/PrNew & Cottage SquareJRect., ArchTop & Rad'ws-Top Through the Integral fin...... ....Into 2X Wood Frame/Buckship - sheet 4, option 5 into Metal -sheet option 7 Through the irarne at the window...... I••••into 2X Wood FrameJBuciolrip-sheet 4, option 6 f,..,into Metal -sheet 4, option 8 Y� EQUAL -CITE ORIEL COTTAGE ---I BUCK WIDTH -BUCK WIDTH[---�{ BUCK WIDTH�- x 1 RECTANGULAR = i1 �US = 1 11� � RADIU&TOP 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. ,",IV LYor NNq'�.o No. 58706 �"',/'OA. I/IN�1AL EN,%`' _1I� JIB 71 =ANNEALED ' 91' = HEAT STRENGTHENED "i'=TEMPERED -PVB° = .090" TROSIFOLGPV8 BY KURARAY AMERICA INC. -SG-= .090-SENTRYGLASQ INTERLAYER BY KURARAY AMERICA INC. Material Min. Fr Min. F. Steel Sneer 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 41DScrew 90 ksi 1/0ksl ElcofDeWalt AggmGator& 57 ke( 96 ksi Elco UbaCon9 155 ksi 177. ksi 3/18" DeWaft UltraCon+0 117 kei 164 ksi 114" DeWalt U@raCon+V 410 SS Elco/Dawah CfeteFtexO 148 ksi 127.4 ksl 164 ksI 189.7 ksi 6963-T6 Allrrdnum 16 ksi 22 ksf AW Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksl 45 ksi C) REVISED ANCHOR TYPE TABLE. ® AK - 03/10/20 PRODUCT REVISED ns eomplyln with the Florida Building Codo No"o. 20-0401.03 Ex Iratlon Date 7/3� 012025 sy: Mlam: adeProdu" trol 1070TEaHWxOGYt7WVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI N. VENICE, FL34216 TRW_ (941)4eo uwo SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NTS 1 2 OF 13 1 MD-SH5500-01 , C INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EDGE DISTANCE ANCHORED THROUGH EMBEDMENT FRAME INT02X WOOD FRAME OR BUCKS7R(P. r SEE NOTE 2, THIS SHEET. d EMBEDMENT T FLANGE FRAME rf EDGE SHOWN I' DISTANCE BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT __L SHIM SHIM TYRANCHORTYJ TYP. ANCHOR TYPE, EMBEDMENTAND EMBEDMENT AND EDGE EDGE DISTANCEP. DISTANCE PER SUBSTRATE, E. SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. 18 19 20 OPT. SASHTOP �Tf-1 LIFT RAIL SASH EXTERIOR VISIBLI LIGHT HEIGHT OPT. 86 NT(2)1"I 81 31 IERIOR EACH EOUAL-LEGIBOX ° �QD FRAME SHOWN c .2T X 1.25" e , WEEPHOLE ` .. WrcOVER @ - - 2.87" FROM O . ° n • e EACH END. VERTICAL SECTION INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE(CMU. �-• IW MAX SHIM I •.' . ' ❑cam 18 1. i ' 44 BALANCE - TYPE VARIES ' 42 WITH SASH WEIGHT n INS 2111-1i�� FLANGE FRAME FOR ALL WINDOWS: NOTES: SHOWN I — -.- I ANCHOR @ 3.56" FROM END AND AT 1) USE ONLY CENTER SUBSTRATE -APPROPRIATE t2J21 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36." WIDE: SHM, 2. FOLLOW EMBEDMENT AND ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY SCREWS @164W . INSTALLATION OPTION SHOWN MAY 46 47 5 FROM END. BE USED ON ANY SIDE.OFTHE FOR WINDOWS WITH WINDOW 1/4"MAX. BOTTOM LOCKS: SHIM , ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, \. FROM END. SHEET 2, ALL WOOD BUCKS LESS SHIM NO ANCHORS REQUIRED IN FLANGEOR EQUAL-IEG FRAME BILLS THAN 1-12"THICKARE TO BE CONSIDERED 1X 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 1X AND 2X BUCKS LATCH OR (WHEN USED) SHALL BE DESIGNED BOTTOM LOCK. TO PROPERLY TRANSFER LOADSTO FLANGE TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME LOCATION: 6.5/8" DESIGN.AND INSTALLATION IS THE. SHOWN FROM SASH END. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, I INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET, EMBEDMENT 1U IWMAXSHIM 1 .: SASH VISIBLE 17 . LIGHT WIDTH ❑ EDGE aDISTANCE - _ TYP.ANCHOR EXTERIOR. Vj D \ I EQUAL BUCK WIDTH _ LEGBOX FRAME HORIZONTAL SECTION A A SHOWN TYPE, • EMBEDMENT .AND EDGE • DISTANCE PER EDGE SUBSTRATE, • DISTANCE SEE TABLE 2, ..` ..•a. � SHEET 2. FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 910 OR #12 STEE - SELF -DRILLING SMS (GS), SEE TABLE 2. SHEET.2. EXTERIOR 3)MSIBLE LIGHT WIDTH OR HEIGHT INSTALLATION rl (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPENING) IS MEASURED FROM ANCHORED THROUGH BEADING TO BEADING. . III IIIIII/ FRAME INTO METAL �0vv { LYNN� '�.. VISIBLE LIGHT FORMULAS * : No. 58705 WIDTH @SASH: BUCK WIDTH -6.12" @ FIXED LITEBUCK WIDTH-4316" FAO'•,. Z ]E '•�' { �!` 10701ECHNOLOGYDRIVE N.VENICE,FL342/8 HEIGHT(EQUAL4RE) BUCK HEIGHT2-3.15116" ice •.• F �i� S1 •:,(ORIDP.••'r\?� 04IMSO.160D 70NA1_ IEN.�. A. LYNN MILLER, P.E REGISTRATIONta202B6 P.E.0511m C) NO CHANGES THIS SHEET AK - 03/10/20 PRODUCT REVISED as compwith tho Florida Building a NOA-No. 20-0401.03 Ex iration Dato• 7/30/2025 — _). M(am ado Produckt trol 1 & EQUAL-LEG/BOX FRAMES JJROSOWSKJ HUNG WINDOW INSTALLATION - LM 05/15/15 scda: s 0rartng No. Rov 500 NTS 3 OF 13 MD-SH5500-01 C INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL Fr- EMBEDMENT EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK -STRIP. SEE NOTE 2, THIS EDGE DISTANCE SHEET. TYP. ANCHOR TYPE, J-CHANNEL FRAME 1 y EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2, SHEET 2. _ OQ � (SCREW SHOWN) -1- J14' MAX SHIM 1 ANCHOR TYPE, D EMBEDMENT AND EDGE DISTANCE DISTANCE PER SUBSTRATE. SEE TABLE 3, SHEET 2. 18 (NAIL SHOWN) T— 19 FIXED 20 OpT.SASHTOP VISIBLE LIFT RAIL LIGHT HEIGHT Fu I FOR ALL WINDOWS: } 48 49 21 O c 22 � 0 (I 14 45 46 47 35 BUCK a HEIGHT $p 16 85 30 SASH EXTERIOR VISIBLE LIGHT HEIGHT 86 J— 16 OFT. (2) T 81 30 65 63 INTERIOR 31 WEEP NOTCHESAT 80 EACH END, NO ANCHORS REQUIRED IN FRAME 7 SILLS IF ANCHORING D THROUGH FRAME INTEGRAL FIN SHIM SHR7 FRAME SHOWN 2TX 1.25- WEEPHOLE @ 2.Br TT OWICOVER FROM EACH END, TYR ANCHOR TYPE, EDGE DISTAN EMBEDMENT AND EDGE ASTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2_ —1 EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR SUCK - STRIP. SEE NOTE 2, THIS SHEET. 1 ANCHOR Q 3-W FROM ENDANDAT CENTER. FOR WINDOWS OVER 36- VADE: ADD ADDITIONAL SCREWS @1s w- FROM END. FOR WINDOWS WITH BOTTOM LOCKS ADD ADDITIONAL SCREWS 8-aW FROM END. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET-3). TESTED UNIT LOCATION:6518' FROM SASH END. EDGE DISTANCE f INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. IM MAX SHIM WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET SASH VISIBLE LIGHT WIDTH EXTERIOR FIXED VISIBLE J•CHANNELI LIGHT WIDTH FRAME i 19" MAX SHIM NOTES: SHOWN 1)USE ONLY t' - SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2-113 OF SHEET 2. FOLLOW EMBEDMENT AND EDGEOISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-12- THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112- THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND iNSTALLATI,ON 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. �- EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, INTEGRAL EMBEDMENTAND EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3.SHEET2. SHOWN (NAIL SHOWN) IW- MAX. FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. SHIM MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLES. ALSO FOR DADE-APPROVED MULLION tI10 OR f112 STEEL 114' MAX: SELF-DRILLINGSHIM SMS (GS), SEE TABLES 2'& 3, FOI SHEET2. Fm-1 i L� FIN AND/OR FLANGE REMOVEC IN-FIE10 INTEGRAL FINJT71 FRAMESHOWN INSTALLATION EXTERIOR OPTION 7 15 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL 11urn .......... !f,�,Cc� VISIBLE UGHT FORMULAS ti1GENgF No.087CS WID ASH. BUCK WIDTH -6.12- gFIXED LITEBUCK WIDTH -4-3W -?J'; 3 Q� •�7[/` 10707ECHNOLOGYDRIVE HEIGHT BUCKHEIGHT2 -;�G 1 �0�•. A F •: i�s RiGA,.''G\��� 'F�u N. VENICE, EL 34275 (841}480.1800 ''a ir`eIr'I�fILI�IL P.e REGIS 71ON.CM2116 P.E.958705 INSTALLATION OPTION 8 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FIKLANGEREMOVED) C) REVISED DADE MULLION NOTE. AK - 03/10/20 PRODUCT REVISED as comp in with the FloridaBuilding NOA,too. 20-0401.03 Tmtion Dato 7/30/2025 50. Miam Jade Produc"o _tml I J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI I HUNG WINDOW INSTALLATION - LM 106/15/15 SH-5500 I NTS 1 4 OF' 13 1 MD-SH5500-01 I C -1 71W NOM. 5/16" A/A PVB 7/16' AIR SPACE- 1/8" A GLASS — a EXTERIOR GLASS TYPE 5 -1 71W NOM. r 5/16" H/H SG — 7116" AIR SPACE- 1/8" T_ GLASS - aEXTERIOR TYP. GLAZING DETAIL --i 7JW NOM. 5/16" A/A 7/16" AIR 118" . G 5/16" H/HSG- 3/8" AIR SPACE- 3/16" A_ GLASS- C] EXTERIOR GLASS TYPE 6' 7/8 NDM. GLASS TYPE 11 r NOM.GLASS IIVVITHJZHANNELOR GLASS TYPES 91HROUGH rETYP- 16 MAY NOT BE USED • INTEGRAL FIN FRAMES GLASS TYPES 5, 7. 9, 11, 13 & 15 MAY NNOT' I USED IN THE HVHZA13OVE30'. GLAZING NOTES: W=ANNEALED Ri = HEAT STRENGTHENED T = TEMPERED PVB' = .09W TROSiFOL® PVB BY KURARAYAMERICA, MC. 'SG - .09r SENTRYGLAS® BY KURARAYAMERICA, INC. 7/r NOM. 5/15' A/A 3/8" AIR 3/16" A aE FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. GLASS TYPE 7 7/8' NOM. 5/16" H/H SG — 3/8" AIR SPACE- 3116" T_ GLASS - aEXTERIOR GLASS TYPE 12 7B" NLAJI. 7/16'A/A SG — 1/4"AIR SPACE- 3/16" A GLASS - aEXTERIOR 5/16" A/A 3/8" AIR 3/16" T aI -�{ 71W NOM. [— GLASS TYPE 8 -�{ 71 ^NOM. 7/16" A/A SG 5/16" AIR SPACE — WA GLASS — a EXTERIOR GLASS TYPE 13 7w. NOM. �-+— ww A/A SG- 1/4' AIR SPACE- 3116" T GLASS - aEXTERIOR —1 7/8' 0M. r 5/16" H/H SG 7/16" AIR SPACE- 118" A GLASS— EXTERIOR 7/16"A/ASG- 5PI6" AIR SPACE- 118" T_ GLASS - aEXTERIOR GLASS TYPE 9 7/8 ANOM. GLASS TYPE 14 i V N 11 I 1 V V 11 I PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 %;—Id iy � tho Florida NOA-No. 20-040'I.03 �`0 Y LYN, ft'�. R°' "` imtion Dato• 7/30/2025 �c.LusF?�i�� C) NO CHANGES THIS SHEET. B1r AK - 03/10/20 mlam undo Frodao� 6o rtrol �• : NO. 58705 ® - * =men w � �. v: , tz= 1oroTEcaINOLaGYDRLVE N. VENIC'E, R.3�275 GLAZING DETAILS J ROSOWSKI S - �G(/` TOfa Datae FL�RIo" = �G��' 1 0 t80D SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 s sra amp xd R aLW,JMU3�LP.E SH-5500 NTS 5 OF 13 MD-SH5500-01 I C P.Ed58705 RL3:91STRATIONl�!6B GlassTlepeS s,47ae Design P7r'ssute, Poratr +1-5D,0 bi014w1 R1 FOTDr TdMawa sash sizes ANCHOR GROUP AND QUANTITY. H HT 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) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK..SASH HEIGHT IS AS PER THE FIGURE 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. aw *me a EWE lawl a eomm son 7xmtptml�agtrn � Nwtsn 6w(bF Nor91ge (n®WNNa Ikeign Pressum,IbSRtr amT WBW W48 WiM SLM 23,5 Egwe 11.394 ."A -7aa .65.o 70.O SW.=dQ=W 14517-tSM .= 40A MO 4" 25 EW.M. 11.563.14AM 440 70.0 Nd0 -710 GWOaNP lun-11.1e2 K30 70.0 .61.0 -70A 37.3M West 6ta,d3N C"fo00 23.517-25286 20.955.21at8 *410 .fiSA .70.0 -rD.a 440 w3,a 70.0 •7DD EpONW 17A77-20567 .65D 70.0 .fd,0 •70A S1m R Am 1e,517.17310 .6S1) -MA .s10 -0D.0 SnmNal IIZR-14516 .6&O 70.0 .e5.0 70.0 Telmi 27.563-31A11 .65D 1 70A 4610 1&0 Qotma sum 25.517,27,592 I= -70.0 .&SA •70A StmCed Cdpge 23517-20.a16 .6mo -10.0 . &a -70.0 a EQhlr70 M517.2351D 465D •10.9 .610 •70.0 StmddPmdm 11,517-20518 4630 -70A 46&0 4&0 c.9'm she MOR, 17.516 496A -MO .WD -MG stnteel 11.3Tr-mms .6511 •MD .610 •70.0 Td.'t 31.W6 35AH .610 -70A 469.0 -70.0 stamtud l3dt,g5 2&5t7-31-W '.6a0 -70D .65.0 70.0 Eq.MW 20.Sn-2&51e 4650 -Tan 4050 -MO m SWUO ft*r 17.317.2050 .0.0 -7OA .610 •Mo 1ae0e11 she t1.617.•17Am .650 -70A .G5.0 70.0 cunn St. 1mvftums .= .70.0 .e10 70.0 - Shortest 11.3T7.12510 .65A -MO 1610 40A Tarot 3&2aa-Nr .65a -m .4So -mu A S Staadam tars M517-31= .650 -TOA 4610 -MG E@xWN 23.517-2&Sro .610 -MA .StD •70.0 A9.68 Cta n51n ],0.SV.235% 16SA -70.0 4¢&0 -X0 Stwd dP-4- 17.517.20.518 .65A -70D .DSO -70.0 Qetal, sin 14A17-tMe .GSAF-MIMA0 .ao -70.0 LT0tm1 St10 a517-14516 .65.0 .65.0 IDA shm.t 113R7 12310 .a&O .63.0 4aO Tale" SW�"1Z1� 35117.C15M 3 EP.3"m 1410 += 465.0 465.0 -M.0 40.0 eq-awe 29317-31.516 .S&0 .65.0 -M.0 8tendad Prydee 2151r.2&616 .650 .rdo 4&0 62 Cteta0 Sl 20.517-23516 .0.0 .&S,D 70.O Cmlum sue 17mr.20.S19 4t" K7A 70A Cuetmn Sue $4.517-17.516 .6&D O&D 1 Cutlam SUD BAIT-K316 .6&0 1 .70.0 .&TA 1 .67.3 Slodet I1.M-I3DM .63.0 I •70.D .KO I -W6 T.1.1 31317.411e/4 .650 -7" .69.0 d0.0 Cull-61. 3&517-39A16 AGM 40.0 .6&0 -70.D 75 Eq.Ms =17-38516 465D •70.0 .610 700 C.W. sue =517-3551B 4610 -70A .65.0 .70.0 Mvdmd Pmtea 21317-3LBIS 4650 71LA KS0 -MO Cmt-Sha 26517-20316 4M .7&0 .65.0 bJ slunml NAM 20.516 1M 70D 4690 -Ca6 Eq.M. M517-41614 KID -'MD .0&a -ro.0 6{ Cldmn ah) 35.517-3&515 .tag 70.0 .610 .67.3 S1lndnd P,otev 37661-19.510 KID -Ma .6&0 {d8 SI.79 Tat ^ • a1.aM "" -MO K u 18.b 6hta1ypes c,iaa Design Pmsllm, Ibsrftr .65.01-70.0 RD11d Level la FW03wMm mdsesfisim oee 171fa1.e 1u, anlxt a run ANCHOR GROUP AND QUANTITY. H SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5.617 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURAT(ONS) PRODUCT REVISED as aonUAVng with tho Florida SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. " MIN. SASH HEIGHT = WINOOW BUCK HEIGHT-50.136 (APPLIES TO ANY HEIGHT 91.78 ) ANY LYNq f ��' • ' cuss No.58705 a 9 Lr= iA�T•. O: (L�1 1070TECHNMDGYDFUVE H.VENMFL34275 i(�ST' F,CORiUF,••'G� (941}480-t600 v ""O/tO�NAL A LYTIT) MIUM PE i P.Fs587a5 REGISTRAT101,1112M Building Godo NOA-No. 20-0401.03 7&V)S;,e "Tration Date• 7130/2025 C) SASH HEIGHT CORRECTION: Br AK - 03/10/20 Ieia- ade Produ.c 0o trol PRESSURE TABLES JJROSOWSKI HUNG WINDOW INSTALLATION - LM 05145/15 Scow I shwa I om" Ha I Tir. '500 NTS 6 OF 13 1 MD=SH5500-01 I C Olatalrpo ?i2,155t6 ItOW.lawl 3 8m.m sash DeladpIx f.Ow. Rm p@Wmbw HNW s110aa s J,N>ala RmmOn) Design Pressure, lba71t2 VNellwe Widlt 1DIo40 40 5z725 64 1ss E Pam. 11594 13710 -1100 .7110 410.0 +7D.0 •11Q0 w0.0 -110A staldsd CaOana t451T•iSAm ♦700 .11Q0 470D jjg0I QUD ./laQ +7Qa •110.0 w Eq.MI il=-14510 -MO 41Ma NDO 410A .70A -111LO +MO 410D st-UV P. it A77. 11.582 .mu •11o.0 .70.0 .110.0 •m0 a1n0 +ro.0 410.0 Talm 2a517.MM +rao -110.0 +Too -110.0 •70.0 .110.0 Wu .110.0 Simdmd CpIng. 20.958-21S1a +m0 410.0 •roD 410.0 .70.0 -00.0 .70.0 .11an 37.375 Egmude MSIT.21W •1110 410.0 •mA 41QO .mA •110.0 +m0 -100D 8taduf PW- 14517-1LS16 +7ao 41a0 -MA •1100 .roD -110.0 .m0 -140A Sb t m 11,3U.14.510' -Too 410.0 +7Qa 41Q0 +70.0 AD7.0 .7a0 •103.0 T.. 27.583. 01.011 M. 41. •ton .08.0 +mA .>Qo +rao -.. camom Sae 20517-Zr582 +700 -110.0 +700 .110.0 170o111f. +m0 •110A simdad 6maBa 23.517. 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SASH HEIGHT- WINDOW BUCK HEIGHT-50.136 (APPLIES TO ANY HEIGHT 91:78' OR LESS) GI-TIM 13914 Re1PLLa d 3 Omani sash Oesdpiontrptm R-'aWn® + Itidastowl SmdtHdohl R-4 k Dr PIi59UR 1Q1tlIIr VA G¢t wMi(" 18 24 32 136 40 4a SE125 CA 215 Eq-1-me /1304 -70.0410D +70.0 -110.0 .ma -110.0 •mo -11Q0 •rao -110.0 .740 Also 1 +mA 1 -1tO.0 470A -1100 SNNmdCdtalm US'? 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M518 .70.0 ,1100 +700 410.0 +7110 1 -110A 1 .7110 410.0 .mD 1 -110.0 1 .7110 1 •110.0 +70,0 410A +rao -110.0 40 SmdOtdPmiaw 17.617. 20516 .7a0 1.11aiD +Ma •11MO +roD -110.0 +7a0 410A +70.0 41a0 .11110 -110.0 •70A 410.0 •70.0 410.0 Ga sr. 14.517. 17.510 +m0 -110A +7110 410.0 +ron 41"1 +mD 41QD +MO -I1Q0 .m0 -iMD .mD -110A .mA -110.0 C.taes¢o 12sa-14Sw +7ao -inn +7a0 -ixi0 .ro0 -Lima +7aA -11a0 Z7 A .110.0 +70.0 41D0 .700 410.0 +MO .110.0 Sh t t 11.6T7. 125le +m0 • 10D •70.Q •llQO .700 -11110 .m0 -1160 +7aa •1140 !rao -110.0 +m0 _71D.0 '.?Do -115D p Tale 31208-95$ •700 410D +7ao 4Mo .700 -110.0 .70.0 .iMG .700 _11ao +7ao 4MD +mo -MO +mD Aao 3$ SW& dCd1W 26517.311A7 +7a0 •110a +2110 41" NOD -110.0 +mA a10.0 +mD -110,0 +7OL0 -110A +70.0 4leD +mo -nao EW.W. 2a$17.20570 +7n0 -110A •7n0 AMo •700 410D •70.0 .110.0 •ma .110.0 +m.0 M.0 +7*0 -IMO .70.0 -nao 48fi29 0111- Slia 21L51743518 +70.0 .110,0 +m0 Moo 470,0 .110.0 +7n0 -nao +mo aiao +70.0 410.0 1 +7110 4lo0 +mA 410.0 SLmdbd Pmikw 17517-2050 +ma 4ADD +70.0 41U +m0 410A +70A -11a0 .70.0 •IIQG +rao •110.0 .700 .11a0 .70.0 -1f0.0 Wamn Sce 14517.175fe +7oA. Anon .rao 4Mo +T8D 410.0 +m0 -itO.0 .m0 -tlQO +70.0 4101 +rao 41" +70A AIFO l?etam Sae 12517. 14510 .rao -lima 170.0 -11Q0 .roD -110.0 ♦70.0 410.0 +ro.0 4t00 +rao .110.0 +rao 410.0 +mA .110-0 Shmmd 11377. 12510 .m0 .110.0 .70.0 410.0 .roA 410.0 +m0 41H +m.0 -11Q0 .m0 4t0A +rao -110.0 +70.0 !too Tallest 30.517.41.841 .70.0 410A .7ao .110.0 .mD -110.0 .m0 41a0 .m0 •110.0 .700 •nQ.o +70.0 -110.0 .ro.0 •iw Stand.d CdLVe 3t.SIT-30518 +mo .110D +ma •IM0 +700 410.0 +MO -110.0 .mA 41QO +m0 .1toA .rao -16d5 .ma •7410 Eq"a 2851T-31510 +m0 410.0 +m0 -1MO .mA -11a0 +70.0 -llQ0 •m0 -1100 +m0 -110.0 +79.0 407.91+Mn .1�4 Stmdsd Pt Iaw 21517-2"16 •ma -110A -70D .110.0 •700 -110.0 +roD .1100 •m0 -11Q0 .70.0 4100 +Tmo •110.0 +ro.0 -1D52 02 ortdmsb. 20$17-23518 .m0 .11oA .7Q0 -iM0 +m.0 -113..0 .m0 -110.0 +mD -110A +m0 410.0 •70.0 .110.0 .mA 407.0 17517.2D516 +m0 410D +70.0 -7M0 •MO •110D !m0 .nao +mA .1100 •MO -n0A won .110.0 .mD .109A g ASIT-17516 +m0 410A .rao 410.0 MO •1100 .70.0 .100.0 wQo 402e +m0 .1MS +mo 400A 1ra0 -1004 013017-M510 +m0 .1100 .m.0 4Mo +m0 .t0a2 .ro0 -lOQ7 •mD -W.1 +m0 -01.4 .m0 Ai4 w0.0 -00.4 11884-Mots 1 .70.0 -11" 170.0 -110.0 .rao -IMO .70.0 •97.0 +mD -513 .rao -ml +7no -wo +70.0 400 To4a:1 32517.4tIM .70.0 -110A +70.0 410.0 .7oA -110.0 .70.0 .110.0 +m.0 -1ta0 +mo .iw.o +m0 40t.6 •mo 41Q0 Cast Wn 311517.29MO •70.0 AULD 4704 410.0 +7Qa -110.0 +70.0 41mo +70.0 •nao +7M0 .no.o +rao -101.7 +70.0 -963 Egdtl-He 35517A8516 +70.0 410.D +70.0 -110.0 +7140 •1100 +rao -1m0 +70.0 .110.0 +700 -1100 +70.0 •10DA 000 4150 75 0gtansin St..UdPW- 32517.35ste 211.51T-325% .mo +m0 •110.0 .110.0 .740 -7Q0 410.0 4%0 +70.0 .70A -110a -110.0 1 .mQ •760 4=0 141401170.0 1 .70.0 -1,10.0 .nao .70.0 4m0 .110.0.70D 40DA +70.0 •100.7 -101.8 .rao +m.0 -0SZ -BQt Qgt-9[o 20517-20.510 +7110 -MID •70.0 41410 +m.0 .CUD +70L0 -1024 -Too 48.0 .rao 4R4 Nn0 -014 •TOA 470.4 Sh t.l 2A860.28518 +7Qo .1100 +7Qa •1xi0 470A .104.8 +m.0 ggl +m.0 -05.4 +70.0 424 +rao a0.4 .m.0 -e24 P-0m1•ito 3a517-ICBM •m0 •17oD Na0 -7xi0 +m.0 -11oo +m0 -nao +ron -lino +m0 -f09.e .•m0 -0Q7 ea Oaiam sin 3SSt7=7a51a +70.0 -1/n0 +7a0 410.0 470.0 -t67.D •m.0 -107A +70.0 -gag +m0 -0Q4 '.700 .Da4 slarataPtP�ew 3aee(.ss.sie .To.o -ltoa .mo 4xia .mD -tme +m.o aD.o .roo -E13 .mo Ami .7no a1.78 TaOal - 41AN •m0 -11oA •m0 -11Q0 +m0 -t018 +m0 -wD .rao -Qi3 .rao 4N.1 +7aD atC IADL.0 11. - nttl .1U rUK A14U"UK UKUU?-ANU UUAN I I I T. MIN. SASH HEIGHT= WINDOW BUCK HEIGHT- 50.136 (APPLIES TO ANY HEIGHT 91.78- OR LESS) I NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLEDTHROUGH THE FRAME. Y) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. L!juiv .,�. No.58705 .� 1070 TECHNOLOGY DRIVE N. FL 34275 - A7EOF (V` (941)46 1600 'ifI ;UAIAL''�lc�tNG. . A P. .IAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS. TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) mo AL1 GLASS TYPES.9 THROUGH mD 4nA 16 MAY NOT BE USED WITH mo -0OD J•CHANNELORINTEGRAL PRODUCT REVISED mo 40.0 • FlN FRAMES as oomph lnit with the Florida Buliding CCoo le NOA-No. 20-6401.03 E74nir2tlon DntoLD7/3012025 C) SASH HEIGHT CORRECTION. AK - 03/10/20 m y ade Produef•Co *ml DESIGN PRESSURE TABLES I J ROSOWSKI HUNG WINDOW INSTALLATION - LM 1 05/1.5/15 SH-5500 I NTS i 7 OF 13 I MD-SH5500-01 I C TABLE 9: FOR ANCHOR GROUP D. TABLE 10. SHEET 9 MAYBE USED. .. ....;.l��m11E:mt?t�l1m1 0 0 IN 0 0 INS ,...� 0 0rl .. 7"' 88��8 �O�O�DD 0 � � 000�880���0��088�go 10 0 OB00 MEMO ©aa©aalrauaaoQa©o©aa©©auaa©aoarala©©a©®a©1©ao©a©aanaa©©aaQa©©araUa©© QuuQUQQ©tvQ©©Q©aQn©Q©©Q�■i�o©o��do©°�io©©o©©oo® �OQ��QUQQUQQ©©u©©u©©�©©Quu UUUUQUUUUUUu©Uu©Ua©UQUuuUQUUUQ©Uu©Uu©UQ©©Q 1117-©UQUUQUUUUO©U©U©d©U©©©©DODQUUUU©©©13QEl1313®©©Q©o©13a©©©Q©©©0©©©Q©©© u��lQ©QQ©QQuuuuuQ©1©.oQ©Qo�Q©oQ©Qao©Q>v©Q©©u©©Q4©QQuaQOQQ©aw©uo©Qo©Q©o, Q©QQ©QauuauuuuuuuuQuoQuuuuQQuuQuuu©uu©©u©©QQOQUQQ©uQuuu©uu©©Qo© nxuz'7©F]OQ©Q©QQ©�Q©©©©Q©QEIO©OQ©©Q©El©©©©©©©©©QFI©©©00©©0©©©i3Q©©Q©©©©©©© m11m2lazAUuQUuQuuQuuuuuuuuuuU©©UUHUHNnuQUUuuuuuuuuuuuuUUUuuuuuQuuUUuuuuuuunu, unuunuun ��QQUQQQQ©Uu®Un®UUQDu©©QUQQUQQUUUUUUUUu©Uan uu UQUQu©uQ©UQUQu®©uUUUUU ��©DODQUUUUUUUuuU,uuUQu©UUUUUUUU©UQ©©©©©U©©©©UUQUUUUUUUUUUU©UU®ODD ©uQQUQQQuuuuu©uuQuuQuuuuu©uuuuunuuHuuouu©©UouuuuMainuouuuuuuuuu©uuuuuBunn muu u©QQuuuuuuuuu©©u©BU uQUQ©uQUu©a©uu ©©©o©©Uu ©©©Alauunn Quu uaQuuuuuuuuuuuBu uuuu moo©Qv©uuu©u©©©©©©©©©©©©©uu©uuQ©©©©©>v©©©©©©©©©o©>vo©©®®Q>,u©©©©©©©Q© uQQaQQQQuuQ©uQ©uQOQ©QQQQQ©QuuuuuuQQuuouQ©uQQuuuuuQ©Quuu©uuu©Q©© ©QuuoQ©uu©®©uo©©EauuouuQuuu uo©©©uu©uuuuuuu©uuuuuuuuuuuuuuuoa©u© ©©QUUQUUUUUUUUU©©UUUUuuQuuQUUUUUUUUUUUUUUUUUu©uu©©©0©ppu©UUUUODD c ouuQUQuuuuuuuuu©©u©u©©uuuuQQuu01uu©u©ou©v©uououuu©©uuuuuuuuuuuuu �=uunuuQuuuu©©uuHHHUU®UUUUUHRHuu©uuuu©uu©©©uuuuuuu©uuQuaQAU©©ou®©u vm>vuuuuQuu®u®©u©©©Quuuuuuouuu Huu©©Uuuuuuuuuuuu©u©©uQuu©uuuuu©uu 0 uuuQUQQUuuUUUODDUUDODQUQQUQQUUUQUUUUQUUQUUQuuQQQODUUUUUUUQUUQQU UDQunn©DUUUUUQUUUUUo©UUQ©OQUUUUUUUUU©UUUUUUQUUQuUUUUUUUUODUUUUu �101 uuuu©©A©©©ou©�a©©Qau©Qu©uuQnuUu�©uuu©QOQ©unuuu Quuouu©uuu© �t uUODDUUUUUUUUUuuUUUUUuUQUUQusUuUnu©Uo©Uu©UU©uQQUQE3iiE7©uuuuuuUuUU �mUuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu©uuuuuuuuUuuuuuuuuuuu HUUQUQUUUUUUUUUUHHHHUUUQUUQuunuuuuUUUUUUUUUuuuUUUUUUUUU �uUQUUQUUUDODUUUUDUUUUUUuuUQUUUUUuuUUQUuuuuuuuuuUuuuuUUuODURUN©© HHUUUUU vUuuUOQooU©DUUO©®Qt3©DU ©DODQQUQUUQ©®oU©uUUUUU00©OQHQE7000©Q©©DUUUu u uuuu uuuu a �uuuuoQQQ ouuuuuuuuuuuuuQQ aQ© Uuuu©uuu©uQuoo©uuuuuuUu©®uUUUUouuou000Q©u©QQQaulzuuuQ©UUu©Qu©Qu 000000000U°©o© u o©© o©�©°�unl©uuHHd©o©©BUUu©©ngR UUHBHUu�o®©©© ��0QuOuuQQu0oUUuuQQ©QQuUQuUQuQOuUUuoUQOuuUuuuuuuuuuauUuUuOQQQUuDuuuuuuUuuuuuuu Q©umuvQ© Munn Quuou uouuu©uQuuoQ©oQQ©un©u un©U QUQuuuuuuH©oa©UuuuuOUQO©Qu©AQ ©uaODDUUODDO©QOUuoUUQUUQUUO O�QUQ UuQuQQUuQuuuUouuu uuQuUuUuQuUu uuoQQU©UUUUQQuQUuUUQU©QUuQUQQUouuuuuUDUQUUQu uUQUuoUuu BpUBpu©u©RO©OHHUHpH©HHHH©OpHH©©®flnnupuu©puuuuuuFuHHUUuu©©© W"�OOOOOOOOOOODUUUUBHUUOOOHHUUUnuuuuuuouuuuuDOEII UNOQQOOLlUHHHHH000000UM m QQQQaQoouQQuoQUQQuuQQQouoQQo>v©aQuoQuuouQQ©QOQuou>raouQQuuQuuuuuau 111=1111Quuuxm REuouuaouQQuo000uua©uo®©Q©uooun®uu©uQuuo©uoo©Qd©u©ouQuoRD ��ouonoQoo©uQ©uu©.aQQQ000uuuaQoo©Qu©o©©o©©oonoaooUQaQUQuuuuuuuvu©u Ems il»--nun 13 OQUDQ©uQUOQunn"gOfipOQOQU00U0QUOQ©DOUQQuaOaODDOQuUQuOQUuou SEE TABLE 4, SHEET FOR DESIGN PRESSURES WHEN USING THIS TABLE .. MIN. SASH HEIGHT= WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91.78" OR LESS) NOTES. 1) USE THE ABOVE ANCHOR QUANTITIES REQUIRED. —.."TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME, 2) USE THE ABOVE WAX ANCHOR O.C. SPACING_._ --TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS AREBUCK -MR'= MEETING RAIL- 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 5) REFER TO TABLES 2 A 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. c1�,••• 1.10ENSF'•�C�� No.58705 73�5-ST• �: ••. �CORIDA•. ••G`=� "; JVA''��L"�l�6 �.�. A LYN�/117Iuer� P E P.E858705 1070TECHNOLOGYDRNE tL VENICE, FL S4275 (911}480-1wo hhsAnchor0.C.Spaxingfar Hulot. MKIWr GbIgE GmryF I. 'In"mWWtnstibftn SG•I C C) NO CHANGES THIS SHEET. AK.- 03/10/20 PRODUCT REVISED a Bs .-eom, Codplyyli�ap wHh the Florida o NOA-No. 20-0401.03 Expiration Date: 7/3012025 B' aw E91am � ade Product-fio trol i ANCHOR QUANTITY TABLE I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION LM 1 05/15/15 1 NTS 1 8 OF 13 1 MD-SH5500-01 I C TABLE 10: . ,.... m 0 � 0 No mgm 0-0 9-0 0-0 0 0 0 0 0 re 0 o 0 NO 0. ROM 0 m NO 0 IN 0 Nom 0 1 � 10 1 i 10 DO, 0 m 0 0 OEM�IIDIIIIDIIIIQD IIDDODDII©© II©© A©O R©IIIIDD OIIDIIQD RDD IIDII IIDII QDD ODD O©D DDD�©©Y1DD IIQIIIIIIIIIIDQ IIIIII aQIIQQIIIIQQ IIQII RRIIIIRD IIIIIIIIIID aQIIIIQR IIRII OQQ OIID RIIQ aQQ aDDIIIIII . ��IIQIIIIQIIIIQQIIQQaQQIIQIIIIRRQQIIIIQOIIIIDQQIIIIIIQOQRIIQIIIIQIIaQaaQDOQQORQaDDIIIIII an IN IIIIIIDIIaDIIDDDQ,IID©©©DODD IIIIIIDDDDIIDDQDDDIIRDRDDD 101=1111111QQIIi/IIaQQQ IIQQIIQQaIIIIIIIIQ aIIIIIIQIIIIRD aIIDIIDII aIIQ 0IIQ RRII ORD ORD QDD aQQ aIIQIIIIR IIIIIIIIIIDIIDQIIQQIIQQaQIIIIIIIIIIIIIIIIQQaQQQQQIIIIQDIIDaRIIIIDIIDIIDIIIIQRIIDDIIDIIDDIIIIII 11111=31111QQIIIIIIO DRRFIIIQRRR©©QQQQQ QIIII QIIa QIIR DQIIDQD QIIQ IIIIII IIIIIIIIIID QIIQ DQQ QQQ DQQ DQII �QQIIDRQQIIIIIIRDDRD©DDQQQ QIIRQIIIIQQDQDQQDRQQQIIIIII QIIIIDQIIDDDDDDQQIIIIIIQIIDII ��©©II©IIIIQQIIQIID©©©DQ©©©Q IIQIIDQIIDIIDDII©©©®©©©QDR QDIIDQQQ© flQoa000©©©©a©o©©o©©o©000©®o©©©a©©o©©©o©do©d©000soi©©Q©©BRNO©o©© ��QRO®Q®QQQ©QII©IIQQQQ©©©IIRpRpO©Q© II©©IIQ©©IIQIIDQQIIQQQDII®QIIII QIIaQQaQQpQQIIQQQIIIIIIQIIIIQ©©©©©©©©©©©©©D© d©� ��RQIIIIIIaIIIIII,IIQIIIIQIIIIIIQaIIQ IIQQaQIIQRRRDDIIIIQRQQRDII QDIIRDIIRDDDQIIIIIIIIQRRIIDQ ��DIIIIIIIID©©©©II®0©DDIID RIIII QQIIIIQIIRQD ©DD ©®D DDD RDII IIIIII RIIII DDD ©©D RDQRIIDIIDD ��IIQIIIIQaaIIDIIIIQIIQQDIIIIIIIIII IIIIIIIIIIIIII©Q IIRIIIIQ©QQQ IIaR IIIIIIIIIIO 0IIQ IIRgdQRIIIIQRIIQ 7QIIIIDQRIIRD QIIDDQDDIIRDQQ IIIIQIIRIIDRD RRII©RDDRD DRII Dunn IIRIID©D DRD DDII odao©oo©©©©©o©®o©©©©©©a©Qoo©©©©o©©©©n©©n®®©©©av©©o©©o®© 111�101101 IIIIRQQIIQQIIE�QIIIIRQ Q©D©QIIQIIQQIIRIIIIQOQQDQQ QQaQIIIIIIQRRQDDIIQIIQQIIIIII ©DII©QIIQIIDDIIQaIIDQQIIIIQQ QQRQQaIIIIDDDDQIIDOQQIIIIII QQIIDIIIIIIDDDIIDQIIDIIDQIIno 0 ®©IIR©IIQQDRIIIIRIIIIRIIIIRIIQRQIIQQIIRDDQIIRRODRQQRDQRDIIQIIQRDQRQE;DQDRDDRQD i�7�'*::�7IIIIQaQQaQIIaIIIIaQII0 Una IIR OQIIaROQ©QaQQaQRaIIIIDaR DRDDIIQIIIIQaQROIIRa©©DIIR ��II®IIQIIaDIIDDRDDIIDDIIIIQIIQIIIIIIDRQQE7QII©DIIIID©©DQDII QDIIQIIQDIIQIIIIIIIIRDQ©DD©D 7QIIIIDRIIDQDQIIDDQDDQDD MUCH ©IID©DIIIIIIDIIDDIIDDRQ RIIIIQRIID®IIRRQDRDDRDDRD _,. ��IIIIIIRIIIIIIQQRQQ QIIDDIIIIIIIIII RIIQRDDRIID RDDRQQDDD ©©© RRD RQIIDIID IIIIQRQII ODD DOD m�DIIQ®QIIaQQQQQQQ©IIIIIIQQQQQOOQa©QQE7IIQ©©Q©QQOQQ©QIIQQIIaDDDIIIIIIIIIIIIQQODD ��RQIIRIIIIRIIDRRDRIIDDIIDDIIII ®IIO QQIIIIIIQ IIIIIIQIIQODD IIDII RDII RIIIIIIDDDQIIRIID RDD RDD �RIIIIRIIIIRIIRRRRRRDRRD IIQII IIIIIIRIIaRQD RIIRIIIIQDQQ DIIII RQII RRIIRQB QIIIIIIDII RIID RQII DIIIIRIIIIRIIDRQDRIIDIIQDDQR ©RaRQIIQIIRRQQIIIIQRDRDQR RIIIIDQIIRIIDDIIIIRDDDIIDIIIID 0 ©aIIRQaQaRQaIIQOQDaIIQaQIIDIIRDIIQaDQilIIQaRQaQnuIIQaIIQaQQa©QaIIQaIIQaDQaD mE�3IIRIIQIIQQRRII000QDQDIIQQDQQ QQII,IIIIIIIIRQIIIIII000D©QQaII RRIIRIIIIIIDDQIIRRQQQRDIIIIR �RRII RROIIQD aIIIIDQDDQDIIaQ QQII RIIIIIIIID RIIDDIIII©IIR RIIII RIID RRIIRIID RRDRRD RIID RRD �IIRIIRIIIIRRDRRDDRDDRDRRR RRIIIIIIIIII©DRIIDIIIIDDRQRRII IIDIIDIIIIDIIDDIIDRRDIIRDRIID ��QIIIIE7IQD IIRQ QQQIIQDaQQIIQQ QIIa QIIIIIIIIQ RIIQ IIQQRIIQ IIIIII RQIIRDIIRDQ RQRIIIIII QQD RIID ��QIIII RIID IIIID DQIIQQDQIIQ QQQ IIIIII RIIIIRRD DQIIDQQRIIQ RIIII RDIIRIIIIRIID DQQIIQQ QIID DIID i�7aQIIaIIaaDDaDDaQDODDaIIQ aIIIIDIIIIaDQaQQaQDaDDIID© aDIIaDDaDDOIIDaIIQaDDaDD m aIIIIaQaaIIIIaIIQaIIDaQQaQRaQIIRDQHURIIRDaRDaRDaDIIaIIIIaROaRDLlDDaIIDIIDDIIQD ��aQII aIIDaRD aIIDaDRaRD aIIQ aIIII RIIIIIIQQ aIIIIaRD aDD,aDII aDa aDa aIIIIaIID aIIDaDD RQD OIIQIIRIIOIIaD RaDRaDDaIIIIOIIIIaIIRaIIDODRIID Bonn"aII RaIIADDDaDRaIIRaDRaD IIaIIDaaIIaIIQaIIIIaDQIIIIQaIIIIaIIIIOQQODIIOIIDaQQaIIIIaQIIaIIQIIaQaQHURON"Hunan", ��IIQIIDQOIIQQIIDQIIQQIIQDIIRQOIIIIRRaOQDIIQQQOQQaDaIIaIIIIIIDDOQaQRIIIIIIIIDDIIDDIID RRII RQQDQII RRII QIID DQIIRRII RRIIRQQ DIID RIIIIRIIDDDD IIIIQ IIIIIIDIIa QQQ IIIID RDQIIQQDQII ��IIIIIIRIIaIIDIIaIIIIQaDaQIIIIRR RRIIRIIaRQQIIRIIRRDDR©RRR IIIIaDaoaIIR.QRDRIIQIIIIQE7IIQI aRIIIIRaaRIIIIIIIIaIIDaQQ aIIQ ORII aQQ aIID aRQ aIIDaR©aR0 aIIIIaRQaRD aQD RRDaII IIIIRD' ��aoIIVQDaIIDaIIDaRDORDaR©oRIIaRQOIIRaRRa©IIaDDOD©aRIIaRRaRDORDaRDIIDDaQD QaaRaaIIaRRaQROIIRIIQIIaR IIaIIRaIIRORRODRaIIIIOQIIaD ��O�IIORRaIIRaIIRa©DORRODRIIQ ��aQIIaQaaIIQORQIIIIDaIIQa0R0IIIIIIIIQORIIIIIIIIaIIQaaQaaIIaQIIaIIaaIIQaIIQaIIIIOIIIIaIIQ� �aRIIaRoaoQIIRDaII©IIRDaRQaRIIaIIDaRDIIRDaORORDaIIRIIRDAROIIRRaRIIaRQaDRaII© m a UnuunnODaIIQIIaDaaDaaQ aaIIIIOQROQQII©DaIIaaQaaR aIIRRaRRa©aaRaaIIaaRaR© SEE TABLES 5 & 6, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE " MIN. SASH HEIGHT - WINDOW BUCK HEIGHT- 50.136 (APPLIES TO ANY HEIGHT 91.76' OR LESS)' NOTES: 1) USE THE ABOVE ANCHOR QUANTMES REQUIRED _...... TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME 2) USE THE ABOVE'VAX ANCHOR O.C. SPACING........ TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAMEDWIENSKMIS ARE BUCK'MR!= MEETING RAIL 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 5) REFER TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. .•�` tYNNi Q' No.58T05 :� �b '�-?�` = 1070 TECHNOLOGY DRIVE "S���FFAA// ��� N. VENM FL 342t5 (641}4S0.1600 C ' ....ORID�•. ?�: Ste, .��4. 6UCArchorO.C:S for A.M. Magraif(n'IIntalaton GMWF C) NO .CHANGES THIS SHEET.. AK - 03/10/20 PRODUCT REVISED as i:- PlylnB with the Florida Bufiding � a NOA-No. 20-0401.03 Expiration Da_t�.,L( j7130/2025 By. Qi!u[GSLJ MlomfjDade Produe�-tio trol ANCHOR QUANTITY TABLE I J ROSOWSKI I SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 NTS 1 9 OF 13 1 MD-SH5500-01 I C .525 U J-CHANNELFRAME .625' O .' F1.37 HEAD/JAMB T IT 3AB3" --{ ,062° 1 j 2.444" II, 171----1 �-i .625" II II T J.CHANNEL .62V 1.375' OFRAMESILL 1 -T .065" o Q o .065' 1.375 •-�•{ 1.237' �' •--►� 1.000' I-- FLVED 14 MEETING RAIL 16 SASH RAIL A.17S 31S tL .754^ OLAMIIG O EXTRUDED BEADING SCREEN FRAME 3.487 -� o'-- mr D � Q U O6 FLANGE FRAME SILL 3.500" 3.500' --��- .062- --yl+-- .062' {� O60' 1.483' 1.483" 1.483' .070' �I' 1.184° �--- �� .715 .070' .810' FIN FRAME EQUAL LEG FRAME 1.375^ O HEAD/JAMB O4 HEADIJAMB LIGHT SASH HD SASH OREINFORCEMENT 0 REINFORCEMENT 3.483' 070' 1.18Y �-�--• .062. �j[ 3:483° -�•{ {'�fQQU---�(II1�D(jOB2' .791'�41 11J-j (� � .130° 2A44" 2A44' U�1.331 �IILL(JJJIi 1.34'-0--�_�jltt.Ilj�r _���� 2.444• O MEEnNGG RNL STANDARD HEINFOR EMENT ^ REINFORCEMENT O REINFORCEMENT _ EQUALLEG 1. i E SILL O FRAME SILL 1.215 1.376' .974' BALANCE O SASH STOP I 77 COVER 18 SCREW COVER 2100' -�J 2176' .590' I .471' 11070' -9�" 8LIFT RAIL LIFT RAIL IS INTERLOCK 20. INTERLOCK COVER I{tllltll .Y....Nib��'��� 3T. .7TT50• -` �- : No. 58705 OROLLEb fll FRAME �',r3..� jy�� : Xz ST T'€(uF �z !�� '•.. 46 - 1070 TECHNOLOGY DRIVE N.VENICE.FL34275 SCREEN F �i,PS JONAL �0 ` Ii A LYNN MILLER, RE P.Efi 68705 REC4SMTFDN/2(ilBB 11.472" T-1 .07DHr BEVELED INTERLOCK PRODUCT REVISED as eompl= with the Florida Be iding_ Code NOA-No. 20.0401.03 evisbw iration Dme,;r--.o�'�7130/2025 C) NO CHANGES THIS SHEET. Br 44u AA2 AK - 03/10/20 '°fa'n :Dade Prodpef lio rol 1.565' .347" BEVELED INTERLOCK COVER I WINDOW EXTRUSIONS I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 SH-5500INTS11 OF 13MD-SH5500-01C TARTF4�- Bill of Material # Pad. # Description MetOdat 1 620101 Single Hung Frame Head &Jambs - J Channe PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fm PVC 4 =104 Single Hung Frame Head & Jambs - Equal Leg/BDx PVC 5 620105 SH/DH Frame Sill - J•Channel PVC 6 620106 SHIDH Frame Sll - Flange PVC 7 620107 SHIDH Frame Sill - Fin PVC 8 1 620108 JSHIDH Frame Sill - Equal LegfBox PVC 14 620131 Fixed Maeting Rail PVC 16 620129 Sash Rag (Sides, Top & Bottom) PVC 17 620134 Balance Cavan PVC 18 620133 Sash Stop/Screw Cover PVC 19 620168 Pull Rail Interlock 6005 T5 At 20 620144 Pull Reg Interlock Cover PVC 21 620167 Beveled Interlock 6005 75 AI 221 620145 1 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6083 76 AI 25 W152 HD Sash Reinforcement 60S3 T6 Al 28 620153 Standard Meeting Rail Reinforcement 6005 75 At 27 620164 HD Meeting Rail Reinforcement 6005 75 At 30 616" Weatherstrip, .187" x .270' Fin Pits 31 6Q300 Weatherstrip, .190" x .30V Foam Bulb Flex PVC 32 61719 Weatherstrip, .187' x .220' PolyPle 33 61825 Weatherstrip Plug, .220" Finseal 35 78X1MTTr #8 x 1" Ph. PH SDS (interlock Mounting Screw) 38 78X3THPX 08 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 37 71MSP Meeting Rail Screw Support Plate 6063 16 At 38 720210 Weep Hole Cover PVC 40 720)0000( Constant Force Balance 41 #8 x 3/4 Ph. FH SMS (Con. Face Balance Screw) SS 42 Spiral Balance 431 720205 Spiral Balance Shoe 1 Nylon 44 1 78Xl l4FPAX #8 x 1-1/4" Ph. FH EMS (Spiral Balance Screw) 1 41055 Part # Description Material 76 Kommeding 4SG TPS Spacer System See this Sheet for 77 Quanex Super Spacer nXr with Hot Melt Butyl 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer mrrCn=mL,= i= i rCF mi A: r•i L•a/l r,0o8 at to Ten, F — !.Amr Bill of Material, cont # Pad # Description Material 45 720197 Auto L Mechan sm C.St 46 720198&9 Sweep Lock Cast Zmc 47 720195&6 Auto Lock Cover Assembly Cast Zutc 48 76X1180PTX #6 X 1-1/8" Ph. FH SDS (Autoaro Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Zinc 50 776X34PPA #6 x 314" PH. PH SDS (Keeper Screw) SS 51 420181 UR Beveled Tilt Latch Comer Key PVC 52 420182 UR Pug Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS (Cartier Key Screw) SS 54 420183 TlIt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 V Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zmc 59 420180 Pivot Bar Comer Key PVC 601 720206 IPIvotBar SS 63 720191 Sash Pug Handle Cast Zrno 64 720194 Sash Pug Handle With Latch Assembly Cast Zinc 65 7834FPT #8 x 3rV Ph. FH SDS (Pug Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Zinc 67 77858B #8 x 51' Ph. FH.SMS (Shike Plate Screw) SS 72 720135 Lauri I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone W. 71WN Setting Block (711Y x V x 1/81), 85 +/- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum B2 7CKGIB21 Screen Comer Key for Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pug Ring X 2 PVC 84 47041 Screen Comer Key without Pull Ring X 2 PVC Tension Spring SS E7CASPM 61816C48 Screen Cloth Ftbetglass 87 61635/61614 .140" Screen Spline (MactimeHand Rofled) Vinyl POLYISOBUTYLENE ViOTH DESICCANT EJfT. GLASS O KODISPACE 7a 4SG TIPS ALUMlh REINFC 5/78" NOA BUTYL & DESICCANT FOAM EXT. GLASS-� DONE HOT -MELT BUTYL STRUCTURAL SILICONE 1/4" NOM,- FOAM 3/16" NOM. WITH DESICCANT EXT. GLASS GLASS �� \--INT.GtASS SUPER SPACER®NXT"" SEAL STAINLESS EXT. GLAL �� —INT. GLASS 7e DURASEALO SPACER iuru/r �i�.• oceNsc `f�! C) ADDED BACKBEDDING. AK - 03/10/20 No. 58705 XL EDGE"" Q SPACER J-AREA j NOM. I GLASS PRODUCT REVISED as comp ng with the Florida Building a G'c 707oTE0HNOLOGYORIvE - BILL OF MATERIAL (BOM) J ROSOWSKI �,n'•. S A OF (�4 N.VENICE,FL34275 _ _ MCP '• 20RIDF NorEs: ,. ' t=;` 1�7N 1soo SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 . S',g G �� 1) PVC BY ENERGI �01VE. ffA' IL r serres/A dot seem srMe omuBrg ITEMS # 9-13. 15, WINDOW 29 34, 339, 61 PROFILES. & A E Nor USED AND ED A RE NOTAAMA PART of THIER SAPPROVALA LYNN AM F, RE SH-550Q NTS 12 OF 13 MD-S H5500-01 I C P,.E#59705 REGISTR MONO2MG