The URL can be used to link to this page

Home My WebLink AboutNOA PVC Single Hung WindowI F File Copy MMMI--DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION 10—64'I 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIRESOURCES R Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISIOn EV I E dv ED FOR. IT (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE Q Q , COMPLIANCE www.miamidade.eov/building PGT Industries, Inc. 1070 Technology Drive ST. L CIE COUNTY North Venice, FL 34275 OCC Cd (S �21 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 -bade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5500" PVC Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM,,, sheets 1 through 13 of 13, dated 05/15/15, with revision C dated 03/10/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant L"ELING: 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 beenfiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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. MlAiwl� Ewe COUMY NOA No. 20-0401.03 a A Expiration Date: July 30, 2025 NOW Approval Date: July 23, 2020 T7/161r,20 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM," sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed'by Anthony Lynn Miller, P.E. (Submitted under NOA No.17-0630.05) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per (FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale 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) 1 Manuel Perez, P.E. Product Control Ex r NOA No. 20-fu01.01 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, tCONrnvin�D1 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h 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.16-0712A5 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 6eh 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 71.4.03) 4. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E., "Supervisor, Product Control Se (Submitted under NOA No.15-0519.05) Manuel 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 (COrrrMED) 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 V I1. Drawing,No. MD-SH5500-01 titled "Single Hung Window Installation - LM,,, sheets 1 through 13 of 13, dated 05/15/15, with revision C dated 03/10/20, prepared by - manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 r 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.A, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E C. JCALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 05/15/15, 08/29/17 and updated on 03/10/20 to the new FBC 71h 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 r NOA No. 20- 01.03 Expiration Date: July Approval Date: July 23, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (cor ugmD) 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 SentryGlaso XtraT11z (SG" 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.184217.16, 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 61 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 liy 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 r NOA No. 20- 01.0 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-4 ' ANCHORAGE // EXAMPLE.FOR 28-1/6"MAX.O.C. RADIUS -TOP HEADER (SIM. MAX. FROM 7'12' FORALL WINDOW TYPES) 7!IRAI SEAM 8, SEE SHEET3 30" MAX. O.C. ��•{--12" M A, SEEP - I SHEETS EQUALLY SPACED ANCHORSPER / TABLES 9.11 O x EQUALLY / SPACED / ANCHORSPER / TABLES S-11 9 •re• NO ANCHORS AT SILL 54" MAX. BUCK WIDTH B. SEE SHEET3 A, SEE SHEET3 12�EQUALLY 17-7/8" MAX. O.C. SPACED ANCHORSPER TABLES 9.11 _T MAX 10-MAX. O.C. BUCK _ HEIGHT 13314" MAX. O.C. EQUALLY SPACED ANCHORSPER 'TABLES 9+11 MAX SEE SILL WEEP- 6 �-- S4" MAX. BUCK WIDTH 30" MAX. O.C. 12" MAX. t2' -•j-� I �� FIXED VISIBLE LIGHT WIDTH FIXED /VISIBLE B, SEE SHEET3 LIGHT 17.718• MAX, O.C. SHEET 3 ^ / HEIGHT -� EQUALLY I 91.78" SPACED Q / I MAX. ANCHORSPER BUCK TABLES 9.11 �— HEIGHT x SASH 10' MAX. O.C. 133/4" MAX. O.C. . EQUALLY I VISIBLE �^ ,SPACED ^ LIGHT / HEIGHT ANCHORSPER A 1 TABLES B-11 1 i +LE MAX SEESILL WEEP- - NOTCH DETAILS. SHEET3 B NO ANCHORS AT SILL SASH VISIBLE '•— LIGHT WIDTH ELEVATION FOR TYP, EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 21-518" ____i ANCHORAGEEXAMPLE DESIGN PRESSURE RATING I IMPACT RATING MAX. O.C. FOR ARCH -TOP VARIES PER REINFORCEMENT LARGE-6 SMALL MISSILE HEADER (SIM. FOR ALL � NOOWTYPE6) LEVEL, SEE SHEETS B-7 IMPACT RESISTANT -(f 10`MAX.FROM FRAME SEAM D, SEE —+�• SHEET4 30" MAX. O.C. -�+! 12' MAX C. SEE SHEET4' / 12"MAX / 17-718" MAX: O.0 0 / 62' MAX, 10•MAX SUCK x I ! 4 y HEIGHT t / 13-Y44"" MMAX. . D.C. �'-^�-- SEE 71 SHEETS 1A 8&9 8 1Q' MAX. _.�_ NOANCHOR ATSILL sec D 54" MAX. BUCK WIDTH -►{ "-NOTCH L SHEET3 52-1/8" MAX. BUCK WIDTH 'SEE SHEETS 1.1/4" B&9 0 BUCK HEIGHT AS SHOWN x 4 (91,78" MAX) / C 1.114" -�•j-' SEESILLWEEP- ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR &CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UPTO 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 114 WIND-BORNE DEBRIS. REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUSTTEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER.ANCHOR TYPE. 4).ALL WOOD BUCKS LESS THAN 1.1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS2X ARE 1-1/2" THICK OR GREATER. IX AND2X 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 DRESSINL3 OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS SHOULD BE SEALED. OVERALL SEALINGfFLASHING 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 CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: ' A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. 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. 8) THE ANCHORAGE METH ODSSHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1A3%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 CONTACTWITH 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 COD EAND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL.7984 & 7966; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA;ELCOIOEWALT CREfEFLEX NON; ELCOMEWALTAGGRE-GATOR NON ENERGI WINDOW AND DOOR PROFILES; LTD WHITE & BRONZFJIJGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL) APPLICABL EGRFSSIFICATION FOR REQUIREMENTS WOOD BE REVIEWED BY BUILDING O�NCIAL. UMINUM DESIGN MANUAL `` 'paY •LYNAV�� USER INSTRUCTIONS: =�'� ; _10ENsc' 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'SDESIGN PRESSURE REQUIREMENT FROM ASCE7, Q•r' - 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. - No. 58705 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4.8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. '5 Z 10707ECKNOLOGYDRWE 4)DET.ERMINETHE ANCHOR QUANTITY FROM TABLES 9-11.VERIFYTHE ANC HORISUBSTRATE WILL MEET REQUIREMENTS FOR �� •. /.�OFu ••(C/� N.VENICE,FL34278 YOUR.OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET-SETARE MET. (941}4S0.1600 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. !'!ASS' • • ORID�.. G�=`� GENERAL NOTES......................... _.......... .......... I ELEVATIONS .................. ............. ............. ......... I FRAME, GLASS & ANCHOR OPTIONS ......... ....... 2 INSTALLATION, FLANGE & EQUAL LEGIBOX.;:..3 INSTALLATION, INTEGRAL FIN & J-CHANNEL.. 4 GLAZING DETAILS ................................................ 5 DESIGN PRESSURES .............. .........:...:............... 6.7 ANCHOR 'GOANTITIES.............._.............I........... B-10 EXTRUSION PROFILES ........................................ I I ASSEMBLY & PARTS LIST...................................12-13 • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM El300.09 - • ANSI/AF&PANDS-2018FOR WOOD CONSTRUCTION PRODUCT REVISED • ALUMINUM DESIGN MANUAL, ADM-2015 an eomplying with the Florida • AISI S100-16 Building Code • AISC 360-16 NOA-Lo. 20.0401.03, RavL�ton Ex Iration Dato• 7 30 202S C) UPDATED TO FBC 2020, Br REVISED ANCHOR TYPE TABLE. Miam -0ade Proou"o Ltrol AK - 03/10/20 pey�yP(/pp; Dram 6Y: GENERAL NOTES & ELEVATION J RO.SOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (3-CHANNEL. FLANGE, �� Serlp/McdUC state sl+aet lumrinp Na Rer. I I WTEGRALFIN OREQUAL LEG/BOX). ALVP-12*9 E`i3IP.E SH-5500 NTS 1 OF 13 MD-SH5500-01 C I P.EY5B705 REGISTRAT10N62 TABLE 1: ALLOWABLE GLASS TYPES Glass TYPO Description (Listed from Extadorto Interior) Design I Shee Pressure Table # t# 5 718" Laminated I.G.: 1/8' A Extedor Cap + 7116' Air Spaco + 5/16' Laminated; (2) Lites of 1/8" A Glass with ,090" PVB Intedayer 4,5 6' 6 7/8" Laminated I.G.: 1/8' T Extedor Cep + 7116' Alr Space + 6118' Laminated; (2 Lites of l/8" A Glass wllh ,090' PVB Intedayer_ 4,6 6 7 718" Laminated I,G.:1/16" A Extedor C0 +3/8' Alr Space + 5116" Laminated; (2) Utes of l/6" A Glass with .090" PVB Intedayer 4,6 6 8 7/8" Laminated I.G.: 3/18" TExtedor Cep + 318" Air Space + 5/16" Laminated; (2) Liles of 1/8" A Glass with ,090' PVB Intedayer 4,6 6 9 7/W Laminated LGa9/8' A Extedor Cep + 7/16• Alr Space + 5116- Laminated; (2) Utes of 1/8' H Glass with .090" SG Intedayer 7 7 10 7/8" Laminated I.G.:1/8' T Extedor Cap + 7/i6' Alr Space + 5116' Laminated; (2) Liles of 1/8' H Gloss with ,090• SG Intedayer 7 7 11 7/8" Laminated I.G.: 3/16" A Extedor Cap + 318. Air Space + 5116' Laminated; (2) Utes of 1/8' H Glass with .090' SG Intedayer 7 7 12 7/8" Laminated I.G.: 3/16" T Extedor Cap # 318" Air Space + 5116" Laminated; (2) Lites of 1/8" H Glass with .090' SG Intedayer 7 7 13 7/8' Laminated I.G.:1/8' A Exlodor Cep+ 5116" Alr S' ce + 7116" Laminated; (2) Utes of 3/16' A Glass with .090" SG Intedayer 8 7 14 7/8" Laminated I.G.: 1/8' T Extedor Cep + 5/16' Alr &pace + 7116" Laminated; (2) Litas 03/16" A Glass with .090' SG Intedayer 8 7 15 7/8" Laminated I.O.: 3116' A Extedor Cap + 114" Air S ce + 7116" Laminated; (2) Utes of 3116" A Glass with .090" SG Intedayer 7 7 16 7/8" Laminated I.G.: 3/16" T Eidedor Cap+ 114' Air Spac°+ 7/16" Laminated; (2) Utes of 3/16" A Glass with .090" SG Intedayer 7 7 TABLE 2: ALLOWABLE ANCHORS THRONC"H THE FRAME Group Anchor Substrate Edge. Distance Distance Min. Embedment' A #10 SMS (steel, 1B-8S,S, or 410 S.S.) ou em Pine ( SIeeI,A36• 3/8" 0,050' . Steel Stud, A653 Gr. 33' 318" 0.0451" Aluminum, 606VMI We" 0.050" 3116" steel Ullracenof 'Uhracon+ RT. Southem Pine (SG=0.55) 7116" 1-S/8" Concrete(min.3k8l) 1" 1.316" F3/3118" aleel Ilm n Ungrouted CMU, (AS C-90) 2-1/2" 1-1m, 16"•steel Ulbracon+ Ungrouted CMU, ASTM C-80) 1" 1.1/4" B #12 SMS (steel, SM S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9119, 1-3/e" Steel, A38' we,. 0.050" Steel Stud, A653 Gr. 33• , 318" 0,0451" (18 Ga. Aluminum, 6063-75• 3/B" 0.083" 1/4" steel Ultracon or Ultmbon+ P.T. Southern Pine (SG=0.55) 1" 1-3f8" 114" steel Creleflex P.T.-Southern Pine (SG=0.55) i" 1.Tir 1/4" steel Aggre•Gator P.T. Southern Pine (SG=0.65) 1" 1.318" 1/4" steel Ultracon Concrete (min. 2.65'kel 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-7/2" 1.114" C 114" steel Ultrecon+ Concrete (min, 3 ks0 13 IS" I-VIV, Ungrouted CMU, (ASTM C-90) 1" 1-1W 1/4" steel Cratellax Concrete (min. 3.35 ksi 1" 1.314" 114" steel Ultrecon Concrete (min. 2.85 ksi) 2-1/2" 1.TV IW' steel Ultracon+ Concrete (min. 3 ksq 2•1/2" 1.3/4" 1/4" steel Ultracon+ Ungrouted CMU. (ASTM C-90) 2- 12" 1 1.114" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-11Z' 1 1.314' Ungrouted U, AS C-90) 2-1/2" 1-114" 1/4" steel Aggra-Gator Coronets min, 3.275 ksI 1-1/2" 1 3/B" Grouted CMU, ASTM 1090 2" 2- TARI F q- Al I r1WAR1 F ANr:HnRC T Rnl IRM TMG IMTFRDAI DIN Group Anchor - Substrate Mln. Edge Distance Min. EmbedmoM• E 2-1/2" x .131' Common Nag P.T. Southern Pine (SG=.55) 318" 2.7116" 2-1/2" Mng•shank Roofing Not P.T. Southern Pine (SG=.55) 318" 2.7116' F 410 Trusshead SMS (steel,18.8 S.S. or 410 S.S;) P.T. Southern Pine (SG=.55) 112" 1.318" Aluminum, 6063451 318" 0.050" Steal Stud, Or. 33' 318" 0,0451" (is Ga.) Steel,A38• 319" O.D50" #12 SMS (steel, 18A S.S. or 41l S.S.) RT. Southem Pine (SG=.55) 8/Ia. 1.318" Aluminum, 8.3-T5' 31 e" 0.083" Steel Stud, OL 33• 310. 0.050" steel, A36' 318" 0.050" • MIN. OF 3 THREADS BEYONOTHE 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 & 16 MAY NOT BE USED IN THE HVHZ ABOVE W. Frame Types (see Fla B) Glass Options (see Table 1) Frame Contigs: (see Fig A) Frame Shapes (see Fig C) installation Options that may be used Flange (02) 5 -18 Equal-Ute, OdeYProdew & Cottage SquarelRecL, Arch Top & Radius -Top Through the frame ofthe window. ""' into 2X Wood Frame/Bucksldp - sheet 3, option 1 ....Into Concrete/CMU -sheet 3, option 2 ,.,through 1X Bucksldp Into ConcretdCMU -sheet 3, option 3 ....Into Metal -sheet 3, option 4 Box / Equal -Leg (#4) 5.16 Equal-Lite, Odel/PraMew & Cottage SquarelRec(., Anoh-TopB Radius -Top op Through the frame olthewlndvw...... ....Into 2X Wood Frame/Buckstdp - sheet 3, option.I ....Into Concrete/CMU - sheet 3, option 2 ••••through 1X Bucksldp Into Concrete/CMU- sheet 3, option 3 ....Into Metal - sheet 3, option 4 - J Channel (#1) 5.+ 8 Equal -tale, OdellProdew & Cottage Square/Rect., Tap & Redl Radius Top Through the (ntdgrel 6n ..: Into '2X Woad Frame/Buckstdp - sheet 4, option 5 „•,Into Metal -sheet 4, option 7 Through the frame ofthewindow...... .... Into 2X Wood Frame/Bucksldp - sheet 4, option 6 ,,..Into Metal - sheet '4, option 8 I Integral Fin ( ) 5.8 Equal-Ute, ew Od Cottage 8 Cottage SquarelReot., Arch -Top p Radius Top Through the Integral fin...... Into 2X Wood Frame/Suckstap - sheet 4; option 5 ,-„Into Metal - sheet 4, option 7 Throu h the frame g . of the window...... Into 2X Wood Ftame/BuoWril sheet 4, option 8 P " P ,...into Metal - sheet 4, aptibn 8 Y EQUAL-LITE ORIEL COTTAGE --I BUCK WIDTH[- 4 0 x RECTANGULAR Gr x �f Iu x GO T � s RADIUS -TOP ARCH -TOP - WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE 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. r ' jLn i. ` r ; No.5B705 LYE 1070 TECHNOLOGY DRIVE .• ' 1� �� N.VENICE,FL34276 ,��5,�.�;toRxor,.••G�2� leal>rtealyd>o A LYrItI A(II.LER, P.E. P.E.p 68705 REGISTRATION#M8 GIRT IRE R. GDAMP TVDGC O3 J-CHANNEL INTEGRAL FIN O O FLANGE BOX OREQUAL-LEG "A":ANNEALED ANNEALED "H'wHEAT STRENGTHENED T'=TEMPERED 'PVB' -.CST TROSIFOL® PVB BY KURARAYAMERICA, INC. 'SG' = .090- SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. Material Mln,, Fr Min. F„ Steel Screw 92 ksl 120 ksI I" Screw 60 its[ 95 ksI 410 Screw 90 kel 110 ksl Elco/DeWaltAggre-Galol® 67 ksl 96 kel Elco UltmCorl7V 155 ksi 177 kal 3116' DeWell Ultracon+® 117 ksi 164 ksl 1/4" DeWalt UltraCon+G 410 SS ElcalDewalt CreteFlexO 140 kel 127.4 kel 164 ksI 1Wlsl sOs3iSAluminumtskslPRODUCT REVISED as complying with the PlorldsGr. Building Code NOA-No. 20.0401.03 A36Steel 36 ks1 33 Sleet Slud F.x Iration Date.730 02 ey Gds dspm REVISED ANCHOR TYPE ABLE. K, 03/10/20 Mlom j ads Produef-Bo troi sarrplrarm LASS/ANCHORS/FRAME OPTIONS Drown, . J ROSOWSKI NGLE HUNG -WINDOW INSTALLATION - LM 05/15/15 fea/Nade/: SH-5500 Soap; NTS Shea • 2 OF 13 Omlvirp No. MD-SH5500-01 R4r C INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPT O N I -�—_}- EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP'INTOCONCREfE/CMU. ANCHORED THROUGH EMBEDMENT SEE NOTE 2, THIS SHEET, EMBEDMENT• FRAME INTO WOOD _ �--• 1/4°MAX SHIM - 18 1/4" MAX SHIM -+I r--- FRAME OR BUCKSTRIP, I SEE NOTE 2, THIS SHEET. EMBEDMENT SASH VISIBLE 17 EDGE «•' Cry 18 LIGHT WIDTH FLANGE FRAME EDGE. - �o . ' DISTANCE SHOWN ....____1lll��Llll_�� DISTANCE ,� _ 44 BALANCE ❑1/4°MAX TYPE VARIES TYP. ANCHOR SHIM TYP,ANCHORTYPE, 42 WITH SASH o TYPE, �a TYP.ANCHORTYPE, EMBEDMENEDGE WEIGHT 54 30 EMBEDMENT 2 EMBEDMENT AND EDGE AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER 31 DISTANCE PER SEE TABLE 2, SHEET 2. SUBSTRATE, EDGE RA SEE TABLE 2, SHEET 2. SLIEST TE, 18 o EXTERIOR B7 e_ DISTANCE SETA2. n <. SHEET 2. FIXED 18 20 . OPT. SASH TOP FIXED VISIBLE �j 4 FLANGE VISIBLE LIFT RAIL .2 EQUAL LIGHT WIDTH - I', LIGHT FRAME X I . NOTES: SHOWN BUCK WIDTH _ I FRAME HEIGHT FOR ALL WINDOWS: E + 1 ANCHOR @ 3.55- SHOWN .L_ 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION A -A 0 21 CENTER SUBSTRATE -APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 OVER 36" WIDE: SHEET 2. FOLLOW EMBEDMENT AND _ DADE APPROVED MULLION, FBC COMPLIANTALUMINUMATEEL FRAMING OR STEEL STUD. 0 y ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 14 45 46 47 SCREWS@16,W INSTALLATION OPTION SHOWN MAY FROM END. BE USED ON ANY SIDE OF THE _ 35 WINDOW. c FOR WINDOWS ViBTH 1/4" MAX. BOTTOM LOCKS: SHIM BUCK - 16 #t00R#12STEEL LING SHIM 50 O ADD ADDITIONAL 2) MASONRY ANCHORS MAY 1/4'SHIM MAX, HEIGHT SCREWS 8.318° USED INTO WOOD AS PER TABLE 2, SELF-ORILSEE 85 FROM END SHEET 2. ALL WOOD BUCKS LESS SMS (G5), SEE THAN THICK ARE LL TABLE 2, BE SASH CONSIDERED IX INSTALLATIONS. IX SHEET,2. EXTERIOR VISIBLE - WOOD BUCKS ARE OPTIONAL IF <11 LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE. WOOD BUCKS 18 DEPICTED AS 2X ARE 1-11r THICK OPT. 86 - USE EITHER OR GREATER. IX AND 2X BUCKS /---� 85 LATCH OR (WHEN USED) SHALL BE DESIGNED Q (2)1- 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 31 TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME LEGISOX WEEP LOCATION: 6-518" DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT gD FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. 1 OR ARCHITECT OF RECORD. o EXTERIOR B 66 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION ��-'II� INSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT REVISED OPENING IS MEASURED FROM as eom IyylIn with the Florida EQUAL-LEG180X 1144 MAX SHIM BEADING -TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Co1i FRAME IN METAL FRAME INTO METAL FRAME SHOWN 0� t t I 1 1 LIII, Now -No- 20.0401.03 �riY L: hfj � i,�� Rarislan. Ex Iratlon Date 13 2025 WEEP.2rX OLE.w `<:. ; • :.:.� NOgNCHORS a�''�oEhsF ' �! C) NO CHANGES THIS SHEET. Dy Mlam -0ado Frodu o trol w�covER@ O REQUIRED IN VISIBLE LIGHT FORMULAS '�� r; AK - 03/10/20 2.87" FROM 38 ' ' • . t FLANGE OR No. 58705 EACH END. a • EQUAL -LEG WIDTH _= 7a : �.,- -_ ® - FRAMESILLS @SASH; SUCK WIDTH �-O .,a DoxdPu— Omwn Bi'r @ FIXED LITE: BUCK WIDTH-4318• 3fj �` 10707ECHNOLOGYDRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI O 57'TE F !U 14.VENICE,FL306 HEIGHT (EQUAL-LITE) ' '� iRie: Dote: VERTICAL SECTION B-B BUCKHEIGHT12-3-15116- '%FS ?�.14P'' C��:� te�1)aeo-16°° SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SZONAL 0,," / 111 111141 Sedos/t1o0d: Seale: Sheet: Oraelnp Na- Ran A LYNN MILLER, P.E. SH-5500 NTS 3 OF 13 MD-SH5500-01 C P.E#58705 REGISTRArON#28288 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INT02X ,. ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 • EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. ANCHORED THROUGH INTEGRAL h- EMBEDMENT FIN INTO 2X WOOD FRAME OR O 1/4" MAX SHIM 1!b"MAX SHIM BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE _ -- 16 SHEET. A I TYP, ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL FRAME EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, ❑� 18 LIGHT WIDTH ❑ SHOWN SEE TABLE 2, SHEET 2. D QO T (SCREW SHOWN) 44TYPEBARIES U0 . 1 1/a" MAX SHIM EMBEDMENT TYP, ANCHOR TYPE, DISTANCE�� ma 42 ITH SASHEDGE WEIGHT d 64 30 31 DISTANCE PER SUBSTRATE, PERSUBSTR 1— SEE TABLE 3 SHEET 2 BUCK HEIGHT } — EDGE DISTANCE T f 18 (NAIL SHOWN) o - 87 v EXTERIOR (� \ INTEGRAL � FIXED VISIBLE IVI , 3 FIN FIXED 19 201 OPT. SASH TOP _ LIGHT WIDTH FRAME � J SHOWN VISIBLE LIFT RAIL FRRAANMNE 1 LIGHT HEIGHT J FOR ALL. WINDOWS: NOTES: SHOWN 48 1 ANCHOR @ 3.55" BUCK WIDTH 49 21 CENTERNDANDAT 1) USE ONLY SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C O 22 FORWINDOWS ANCHORS LISTED ON TABLES 2&3 OFSHEET2 FOLLOWEMBEDMENT (2)1' INTERIOR WEEP NOTCHES AT EACH END, ' e OVER 36m WIDE: ADD ADDITIONAL AND EDGE DISTANCE LIMITS. ANY 45 48 47 SCREWS @16.3/8" INSTALLATION OPTION SHOWN MAY 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 50 18 BOTTOM LOCKS: 2) MASONRY ANCHORS MAYBE ADD ADDITIONAL SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, 85 �— FROM END. SHEET 2. ALL WOOD BUCKS LESS 30 THAN 1-1/2" THICK ARE TO BE SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE UNIT IS INSTALLED DIRECTLY TO HEIGHT .SUBSTRATE. WOOD BUCKS LATCHH (SHOWN) 18 OR BOTTOM DEPICTED AS2XARE 1.1/2"THICK T• 8S LOCK, (SHEET 3), OR GREATER. 1X AND 2X BUCKS 65 TESTED UNIT (WHEN USED) SHALL BE DESIGNED 81 31 30 LOCATION:6-Str TO -PROPERLY TRANSFER LOADS FROM SASH END. TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE 1/4" MAX. SHIM #10 OR #12 STEEL - SELF-DRILLING- SMS (G5), SEE TABLES 2 & 3, SHEET 2. FIN AND/Olt FLANGE REMOVED IN -FIELD 1/4" MAX: SHIM EMBEDMENT TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE, DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2• (NAIL SHOWN) RR ARCHITECT OFTHE ENGINEER INTEGRAL FIN o UIJ�Jo NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN ' REOUIRED IN FRAME SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVISED OPENING) IS MEASURED FROM ae complyln wkh the Florida 1/4' MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL Bulldo Code _ BEADING TO BEADING. B INTEGRAL FIN ° FRAME SHOWN L_JE=U j—Sf 27" X 1.25" WEEP"' W/COVER @ 2.87 _(_ ---777--- } 3B FROM EACH END, _ I TYP. ANCHOR TYPE, O EDGE [ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, _ SEE TABLE 3, SHEET 2. ••-�I 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. INTEGRAL FIN INTO METAL (INTEGRAL FIWFLANGE REMOVED) NOA-No, 20.0401.03 ,914Y.LY/JN�}�/i ,. C REVISED DADE MULLION B�Iratlon Date 7/30 02 VISIBLE LIGHT FORMULAS LtC* No. 567os •_ _ NOTE. AK - 03/10/20 Mlom -0ede Produc"* rol . WIDTH @SASH: BUCK WIDTH -8.1/2" @ FIXED LITE: BUCK WIDTH -4a/6" 1'r --O ;� y =;v 13 0 QI ® =TsMPuoe: J-CHANNEL'& INTEGRAL FIN FRAMES J ROSOWSKI 1070TECHNOLOGYDRIVE ITE)'��'S ;: O '•. S A E LLI� •.FLJP,ID(F.•'G�C��: N.VENICE,FL34275 (41)480.1� 71Ue: Deco: HUCHT(EQUrzL3-15H8" SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH-5500. Soule: NTS Sent: 4 OF 13 Omvtng Na MD-SH5500-01 Rev: C A LrnNNALLER P.E REGfSTRATION #28288 P.E#567a5 7/8" NOM: 7/8" NOM. -+{ 7/w NOM. I 7/8" NOM. Imo• I 7/8" NOM, �►•- 5/16" A/A PVB 5116" A/A PVS 5/16" 5/16" A/A 5/16" 7/16" AIR SPACE 7/16" AIR SPACE 3/8" 318" AIR 7/16" AIR 1/8"�� 1/aEXTEaOR 3/1 311 1/8" ERIOR fir-' 8.79 78.78 GLASS TYPE 5 GLASS TYPE 6' GLASS TYPE 7 GLASS TYPE 8. GLASS TYPE 9 . 7/8" NOM. - 7/8' NOM, 7/S" M. Imo— I 7/8" NOM. �--• J --�{ 716' NOM. 5/16" H/ 5/16" H 5116" H/H S 3 7/16" A/ 7/16" A/A 7/16"AIR _, 3/8" AIR 3/8"AIR SPACE 5/16" AIR 5/16" AIR il8" 3/16" A ' 3/16.'T GLASS---,1/8" 1/6" T - <D G] EXTERIOR c] 7&79 • GLASS TYPE 10 GLASS TYPE •11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 • --�{ 718, NOM, j+- I I 7/8" NOM. 7/16" A/A SG 7116" A/ i/2"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 1/4"AIR 76-79 BITE TYR 16 MAY NOT BE USED WITH J-CHANNELOR 3/16" A GLASS 3/16" T 72 (I 74 INTEGRAL FIN FRAMES EXTERIOR a a U GLASS TYPES 5. 7.9.11.131 7e-78 _ 31 EXTERIOR 75 ' 615 MAY NOT BE USED IN THE HVHZ ABOVE 30'. PRODUCTREVISED GI GLASS TYPE 15 GLASS TYPE 16 gg Build nglCodewkh tho Florida NOA-•No. a0.040a,03 38 30 Rovtelere Ex Nrotlon Datr 7/30/2045 i��,, C) NO CHANGES THIS SHEET. ®r. o •' AK - 03/10/20 Mlam rDado Frodu"o trot •, GLAZING NOTES: .. , No.587C5 TYP. GLAZING DETAIL "A"=ANNEALED "H"= HEAT STRENGTHENED "T'=TEMPERED /� _ = O t (� 1 Z 1070TECHNOLOGYmm D=dpBon: GLAZING DETAILS +� W. J ROSOWSKI ® "PVS" = .090" TROSIFOL PVB BY KURARAY AMERICA, INC. "sc"=.D9o^SENTRYGLAS�BYKURARAYAMERICA,wo •. J.?• d,�•4U. Q^ •.• S e O f(/ N.VENIMFL34276 (s'1N6D1800 Tills Dom: :�s'•.'40RIp�.:'G��; ` SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. ��js/ANAL G°` '9+eet Omrinp No. Rev: • Sertn/Yoder SeaEs: aL'Jr1raMILd1P.e SH-5500 NTS 5 OF 13 MD-SH5500-01 C P.E& 58705 REGISTRATION 929296 H SG SPACE T GLASS C] EXTERIOR 78-78 /H SG SPACE GLASS _ EXTERIOR 78.79 A/A PVB _ AIRSPACE 6" A GLASS Gj EXTERIOR 78.79 PVB- SPACE GLASS EXTERIOR 8.79 A SG SPACE � A GLASS C] EXTERIOR 78.79 A SG SPACE GLASS EXTERIOR 78.79 HJH SG SPACE A GLASS G'7 eXTERIOR 78.78 SG SPACE GLASS EXTERIOR 7&79 ABLE 4: 01642TFPe Design Pressure, Ibs1(l2 6,6,78s M-50.0 fdeiat Liwl Rt Far0061ndo.6s.hsim5 SEE TABLE 9, SHEET 6 FOR ANCHOR GROUP AND QUANTITY. F7��1 %TERI ID .IAMB SASH - HEIGHT I, 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 BLICK..SASH HEIGHT IS AS PER THE FIGURE, 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEKT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. - 014n Type a Relal. unl R2 Sm. Sash Descdp6 %rs_ Kano 0Vfd*W Kvpt4SN- Smhnnphl Romp C.l Design Pressure,l6aftt2 u lo4B .ce7fk .1 - SL375 2316 Eq. M. 11.394 465.0 •710 .610 •10.1 Sledm,Ti C.I13pe 14.517.15M0 .65.0 •70.0 ♦610 40.0 26 EW"t. 61e4t7PMm 1II553o 14SIS 11.377•iL582 4MO +660 70.0 •7a9 4650 .610 -70.0 7a0 Tm t 23.517. 26268 .610 -70.0 .610 -70.0 SUMMrd Cotlepe 2a653.23516 463,0 .70.0 +65,0 70.0 37.376 EgoRt. 17A17.20.957 .65.0 40.0 .610 -MG S1on0L0 P. 14.517-17110 .63.0 •700 .650 70,0 SMMsI 11.377. 14.510 4610 -70.0 465.0 70.0 T.U31 27.563.31,011 4650 •70.0 +5aD •70.0 44 C.f2D1 She 6taXWd CAW 26617. 27.562 21517-2=6 .650 -65.0 -100 .70.0 .65.0 +610 -70.0 •70.0 Eq.141. 206/7.23616 1660 -70,0 +6a0 •70.0 SlOn Pmdew 11.617-20510 4650 -70.0 .65.0 70.0 C01t-She 14.517-17,518 .SSA -10.0 .0.0 70.0 5h.dn1 11.377.14.518 .65D •104 .0.0 70.0 T.4mt SI.663.35.911 4610 •70,0 .65.0 •70.9 SiMl*W 0M9s 2661T-31.5U .010 -70.0 +650 70.0 4B Equ11N117. St.4w PIW11.517.20.515 M510 .610 +65D •700 •70D .65.0 +610 •70D -70.C.O Size14An-17.616 145.0 •7a0 465.0 710 Clelsa 31W12.617. 14.516 465D •700 .650 -70.0 € p Sh:d141 TWI t li.377.12.518 33.208 m37.536 465D +650 •70.0 40A .650 4650 •70.0 -1a0 SIeMiV Cmp 26,517-31207 4610 400 +610 700 aq.M. 23,117.26516 -650 •70.0 .65.0 •7a0 d9.629 aus9e111 SIx0 20.917.9,610 465.0 -Me +040 70.0 5cm-PS- 17.817.27.15110 +650 •700 .650 70.0 (dOletnBW 11A11•i7AtB 465.0 •70A +850 -T0.0 Clot-5uo 12.517-14.516 +650 -mo .610 70.0 siwi44t +1.377.12s10 465.0 40D .65.0 •70.0 Toeml 36517.41.644 .65.0 -70.0 .65.0 a0.0 SWftdWWp 31.517. 362510 +FAD -70.0 .0.0 70.0 Ear4141. 6t0rd. dPWS 26517•31.610 23517. MIS - 4850 •70,0 •70.0 .65.0 +65.0 •700 •700 S2 c.t-6h. 20,517. M,StO -65A •70.0 -0.0 •70.0 Clhttm She 17,517.2a516 1 465.0 -i0.0 4660 70,0 CBi1-81m $4.517.17.516 4610 70.0 .S&C E51 Ctetwn She 13017.14.S19 -65.0 -7a0 46U .67.3 3hdw1 It 564. 13A16 405D •70.0 4610 {M T.R.1 3100-41.644 4650 •704 .65.0 •7a0 C.-Six. 38.317-39.516 .WO •mo +610 •7Me 75 Eq.m. 31517.38A10 +65D •70.0 +610 70.0 Cod -She 514M7N 7'r6New 32.8/7-35bie 29117-32A15 -05.0 +65D -70.0 70.0 .650 .810 •70.0 7D.0 Cr014m Sixa 26517.29.6tB 4650 .70.0 .65.0 s6w.t 24.6s4.2B.615 400 aoD .ES.d �B.a Eg1,ri61e 06517.4uU4 .0.0 aD.D s10 •ma m ae+aasae SWtLLWProdm 3s.6+r•3eA1s 33501-35616 sass 4610 aa0 •70.0 4e10 .65.0 �r.3 Ea8 01.78 T0244t • 4L644 4M0 •mD .E50 46.5 TAB E 6: GIe027ypes o,76a Design Pressure, Ibsle +65.01-70.0 Rota Lawl R2 Fars3 xNrWcsv wdsmli sties ANCHOR GROUP AND QUANTITY. JAMB SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 8, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLYTO ALL FRAME TYPES & CONFIGURATIONS) PRODUCT REVISED SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. as eomplr= with the Florida B•Ilding (-MINI SASH HEIGHTG WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 99.78" } o • NOA-No. 20.0401.03 ��1 ,,, G!sN�t,,�%,, Revisi010 C) SASH HEIGHT CORRECTION. B7r Iratmn )at•• i30 ? a By, �Crzue(t . AK - 03/10/20 ml•m ads Pro4fue� Bo erns No. 58705 0 ' oj N Dosedplion: DESIGN PRESSURE TABLES D1otrR BY: J ROSOWSKI . '• VENIr�Lo�owVE '� . ',F'' `•�°R'.t'' '`G�� (94tj•460.1600 SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 NAL �� A LYt.E.0119705`P.E. Sarfea/MDddk saDL: sTlset SH-5500 NTS 6 OF 13 07s?k 9 Na Rdr MD-SH5500-01 C P.Eo 86705 REGISTRAnoN288 olasaryPa 04a15a10 RaWf Lgwl 3 "Is sosn Dexnalionfordsm RagaQWirdow Wghl6Mmi ¢o,h11dOM ROnp(0) Design PRSsum,lb611t= ndm7Buak Walh a 1pb40 1 49 1 62125 1 54 2a5 EgwFxe IL394 +70.0 •Ilan -Too •110.0 +700 •110.0 .7aO •1f0.0 6taMaal Mlmaco %61T-1L70 +700 -7m.0 -Too •1100 +70.0 •110.0 7700 •110.0 28 Eque.M. 11.5tU-14.519 +70.0 410.0 w0.0 410.0 .70.0 .110.0 .70.0 410,0 Sandard Pledew 11,371 • I7.682 .70.0 410A •70.0 410.0 +70.0 -110b +0.0 410.0 TaOst 23.517. 25.18B 41an .110.0 +70.0 -110.0 .70.0 •111.0 +70.0 •119-0 Statdvd College M958.2357e -70.0 •110A 470.0 -110.0 +MO -110.0 470.0 •1I0:0 37,375 Squaw. 0.517.2D.057 N0.0 MOA +TOA 4100 Ilan Alan +70.0 409.0 SWdold Prodow 14S11-17.610 .700 •11110 +70A •110,0 +70n .110.0 +70.0 •110.0 Shout 11,377-14510' w an 47n9 .70A 410.0 .70.0 •107.0 +70.0 -103A Tallest 27.583+31.911 +7110 .120 470D •09.0 +70D •910 1 470.0 1 A0.0 Custom Sbs 25,517. mm w00 -110.0 .700 •110.0 +700 •1101 1700 AIOD .44 Sia,dod Cavell. 28 23.517.518 +70.0 -110A +70.0 .110.0 .70.0 410.0 .70.0 .110.0 EgwLne 29.517. 21510 +70.0 •1104 .70.0 -11D.0 +10.0 410.0 .70.0 •1t0.0 Standad Pmww 17,517.2a516 +10.0 •110.0 +70.0 •Ilmo .70.0 •110.0 +ran •110.0 Wafem Site 74511. 17.510 +700 -110.0 w00 410.0 .73D •110.0 wan •110.0 6ha1ee1 11.377.14.518 .700 410.0 +700 •110.0 +M.0 •IOTO +Ton -ID3.0 Ta0.1 31.50-35011 -70.0 .110.0 +70.0 •910 t7DA .910 .70.0 - 0.0 8lendald Collage 26.511-31583. +70.0 •110.0 +70.0 -110.0 +70.0 Man +70.0 •1ID.0 Eq.Wa 20.517. 28518 +70.0 •11DO .7Q0 -110.n +70.0 -110.0 +70.0 -110.0 46 SlaaNPmtaw nd 17,617-20.510 +70.0 410.0 -700 410.0 .70.0 41D0 4ra0 •110.0 Cuslomsbs 14517.17,510 +T00 -110.0 +TOAD 410.0 +70.0 4MO +70a •1f0.0 Cusbm6ae /2577. 148 ,-1251.178 +70.0 •110.0 .70A .1lon +70.0 -it0.0 SlaneSt 71 +Twoaog •110.a +10➢ •110.0 470.0 •11Q0 47DO .110.0 p@ 1a6p11 33,203.37.538 +70b •110.0 4700 A80 +70.0 .93.0 +ran ADon $ Sta,dsd Callon. 20.517. 33,ffi7 +700 •110.0 R00 4100 -Mn -Ilan +7mO -110.0 EgasHdo 23.511. 25,510 M.0 .110.E .ran •110.0 .701) •110.0 +70.0 .110,0 48625 l2abmsbe 20.517•2aSIO +700 410.0 Rao -7f0.0 +roan -Ilan +700 -110.0 StUKWd Prmim 17.511.2n616 +70.0 410.E +TO➢ -11a0 +70.D 41U +70.0 410.0 Cusicm6ite 14.517•f7.616 470.E .1100 1+l(Eg •1la0 I+TD.O •110.0 ."..a .11o0, 0abm6ba 12.511. 14510 170.0 .110.0 170.E lion +70.0 -110.0 170.0 -110.0 shmest 11.377. 125/0 +100 •110.0 +101, 470.0 +100 •110.0 +"a -110.0 7.9.1 38617.41.644 .Ion •110.0 +Tag •110.0 •70.0 -Ilan +10.0 .110E 61adad Catlop 31.517.30.515 +70.0 410A +70.0 -1 tanE-704 4fo0 .70.E .110.E Egw1•Ide 28.617-31.516 +70.0 -11D.a +Tag '•110.0 •110.0 +7a0 .1fo0 Sbrdaid Pmdow 23.517.26515 -700 410A .70.0 •Ilan -Imo +70.0 •1ta.0 62 Ole rise, A1.Stt+'L1.618 .700 •110.0 .7aD -n0.0 -110.0 .70.0 -Itoa Watam fibs 11.511.20.516 +70.0 •110.0. +70.0 4104 •1104 +70.0 •110.0 Cualaa6be 14.617. 11.518 4T00 410.0 +7aD •110.0 .110.0 .77 410.E cuelem61.6 1a017. 14515 7700 410.0 +7Q0 410D •110D +MO 410.0 S1ss1eel 11.884. 130.18 .70.0 -Ilan +70.0 -1100 .110.0 +ro,0 •1 ton Tallest 39517. 41.644 +70.0 -Ilan +700 •110.0 . 410.0 +70.0 •10.0 C1awm Sba 36517-39.E 470.E •I70.0 +702 -110a +70.0 •110.0 +70.0 .11011 75 Egww" 35.517-36SIO .70.0 -770D .70.0 .11 On .70.0 •110.0 +Tag .110.E c tom6Us 32S17.35516 +700 410➢ 4704 •I1Dn +700 •110.0 +MA .110.0 SwaUd Pmdew 29,511. 31516 1 +lap •1100 000 •110.0 +70.0 •110.0 .roan •11D.0 CuewmSbe 2OS11. 29,51E 1 4Ta0 .110D +f0.0 -110.0 +700 •1100 R0.9 •110.0 .Slwrlell 24.884. 25:516. +70.0 •1InC +7a0 410A ♦70.0 4101D +Tao 410.0 Equawde 11.617. All. 1W w0.0 -110.0 +70) 1410.0 .70.0 •Ilan .7a0 -lino 84 Wsbm6be' 35.61T.386tB .70E-t10A +T0.0 -1f0.0 +70.n .im,D 6YndaAltgimr' 33.eBd•35818 +70.0 •710.0 .70.E din➢ N0.0 •110.0 .70.0 .1100 01.78 Ta043i - 41.614 +70.0 •11-0 woo -7Ia'0 ..... .Ilan +70A +110.0 aGG rn YI-VR 711tlYr'1VR l7RVVr MIYU VUTU91111, •• MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 (APPLIES TO ANY HEIGHT 91178" OR LESS) at-Typ 12814 Rawf. Lewl 3 Blef-Sash Dsuipmbr Olen -Weill dIN IW9ht3boen Sash F409N Rage M) Design Pregame IbtYRt waow Back Wiom la) to 1 24 1 32 1 36 1 40 49 1 62,125 54 215 Egw4lte, IIM4 +70.0 •110.0 ♦70.0 410.0 ♦70.0 .110.0 Too .110.0 +roA 410.0 .70.0 -110.0 w0.0 •Ilan +70.0 4100 6landxd Cottage 14.617•15570. t10.0 •110.0 +7a0 •110.0 w0.0 •110.0 +700 •11go +700 •710.0 wan •110.0 47Q0 •1I0.0 ROD •110A 28 Egw4Bo 11.583. 14.619 470.0 410.0 +T02 410.0 +ran .1/U.0 +7aO •1100 +70A 419-0 w00 -flan +700 410A +70.0 •1100 Standard Pfot.w 11.377.11.692 070.0 -/070 +7aA 41oO +70.0 -110.0 .70A .110.0 .70.0 •110.0 +700 •110.0 .70.0 •110.0 +70.0 Ind" West 21517.25288 4160 •110.0 +70.0 4100 +ran -110.0 +ran •1101) +70.0 410.0 4TOA •110.0 +1DA 410.0 +T0.0 410.0 sbrdad College 2(L958.23.518 +ran -11%0 Rao •110,0 +70.0 -110A +740 •110.0 +70,0 4lao +7aA •1too 00A -110.0 wan -110.0 37.375 Eq.Mo 17.517.20O57 wan •1f00 +TOn -n0D .70.0 •110.0 +7110 •110.0 .70.0 •110.0 17a0 410.0 w0.0 410.0 +700 •103A Standad AV4ew 14.617. 17.610 +70.11 -Ilan 470+0 410➢ .70.0 .1104 +roan •Ilan +ran -110.0 .79.0 -Ilan *70.0 -Ilan R0.0 -110.0 Shales! 11.%n.14518 +70.0 titan w0A •tioD +10A •tlO.O t700 •110.0 +70.0 •110.0 +70.0- •110.0 +70.0 -107.0 +70.0 •1010 Tallest 27.683.31.911 47Q0 •170.0 +70.0 -IIDO 470.0 •110.0 +70a •110.0 +MO 4100 MO Ado ♦700 •910 1 +710 4120 Wm ales 20617.21582 .70.0 •1100 .700 -1100 +70.0 410a .700 .1100 +70.0 •1100 +ran .1100 700 4100 +10.0 -1100 slendrd Cottage 23517.20518 +70.0 .110) +70A •1100 +70.0 •IlD.O +7a0 •110.0 t70A •110.a +7&0 •110.0 +70.0 410.0 .roA -110.0 44 Equd-26 20.617-23.SIS +7aD -Ilan +70.0 -110.0 .raD 410.0 +Tao .111 0 4ro.O 11110 +70.0 •1110 Rao 410.0 +70.0 -110.0 -St.1.1am Pm4ew 17.611.20-516 +7aA -110.0 •70.0 -Ilan +7aA 4100 .ra.0 -11a0 -TOO -110n +70.0 .110.0 .705 -1150 RDA •11ag Costae Sba 14.517. 77.SIB +70.0 -110A +7aD 410A +10.0 410A +Too •110.0 +70.0 -110.0 +70.0 410.0 wan 41RO .loan •110.0 Shvlast 11,377. 14St8 -70.0 •110. D +70.0 4100 .roA •11t A +Tog -IfOO . .o ro • 1 t D.on -70.0 - na + Tao •107. 0 -TOO ra . Imo Tallest 31,510-31,911 +70.0 •Ilan +rag -11a0 +70.0 -1100 +700 410.0 470.0 -I1o0 .70.0 Ago Rao •93A .70.0 'iqo StoMad Coltaa 20.517. 31.582 +70.0 -110D +70.0 410b +70.0 -11010 +70.D 41DO +70,0 •110.0 +7a0 410.0 +70.0 •110A +roan -non Equ"I. 20517.284V +70.0 4100 +Tag 410.0 +70.0 4InO +7010 .1100 t70.0 -110.0 +70.0 4100 +70.0 -1700 +Ton .11" 48 SlaManl Pradee TT517.20.618 R0.0 -110.0 1 •70.0 1 .I1D.0 .roan 410.0 +140 •t10.0 •70,0 •110.0 +ran •11OA wean 410.0 +70.0 •11D0 r 0otan Sit. 14.617. 17510 +100 -110.0 1 +70.0 4100 •700 410.0 +700 -Ilan +70.0 -110.0 +10.0 •110.0 +70.0 410.0 .70A •Ilan Cwbm Site 12A77.14.510 +ran •Im➢ 1 +700 14100 +700 41DA +7aD 410.0 .70.0 .110.0 +ran -Ito0 R00 410.0 +700 -n0.0 Shoup 11.377.12Si6 +Tag .110.0 +7D.n 4100 +70.0 -110.0 -?(to-im.0 +roA •110.0 t7mo •110.0 .70A -110.0 '470.0 -11D0 2! railed 33208-31.535 t70.0 .1100 wnO -ImA +70o -110➢ +70.0 -Ilan +70.0 •Ilan'+70.0 4190 +700 -910 +70D AQ0 .3R StafWAd Collage 20517.33207 60.0 410A +70.0 410.0 +ran -110.0 +70.0 •1100 470.0 g10A +70..0 •110,11 .TOO .110.0 .70.0 •Ilan y Eq.". 23517-28b18 +7D.O •11" 47a0 •110A 470.0 -110.01M0 •1104 +".a •110A .70.0 •110.0 +70.0 .110.0 t10.0 -non `l 4flMS Qulamsba 2a617. 23516 +70.0 •110,0 N0.0 410➢ +70.0 •1f0.0 +70,0 •lfag 1470.0 •116.0 •RO -110.0 .7110 41RD t70.0 410.E 8S SlarvWd P.1low 17,617-Main +70.0 •110.0 .70.0 4100 +70.0 410A +70.0 41a0 +70.0 •1100 .70.E -it" .700 410.0 t70.0 .110.0 lesion Sba 14.517•17.510 470.0 410.0 +70D 4m.0 +Too •11" +Too .110,E .70.E 410.0 +70.0 •1100 .T0.0 410,0 +70,0 41ng C3niem Site I257T•14.510 +700 •110.0 +7D:0 •110.0 +70.0 4111.0 .70A •1109 .70.0 •11.0 +70.0 .1100 R00 410a +70.0 •110A sllsnest 11377. 12516 +Tag 4f0.0 +700 4100 +70A -link +70.0 •nag +70.0 -110.0 •70A •nag +70.0 -1100 +70A •egg Wiest 36.517.41444 +70.0 1.110.01R0D 410E +7&0 -flap 470A •110A ♦710 •110.0 woo It.. -.1DO .It.. +7a0 .105.1 Standard Wlwpe 31.511. 36.616 +7Q0 .110.0 +700 -Ilan +704 .110A .ran .110.0 .70.0 •11ao +TDO •1100 .70.0 4CO.5 +70.0 .103a P-0wi4As 26,517. I.SIO +Tag 410E +700 •11n0 +70.0 .110,0 +70.0 -Ilan +70n 410,0 R0A •110A +70.0 .107.9 +roD -IM4 Sladal PW- 23.517.28.518 +Tag -Ilan .700 •im.0 +70,0 -11DA t70.0 .110E -70.0 41a0 +T0,0 -11110 +7a0 -110.0 +70.0 4 2 62 Cuc7q,lsW 20.817-23516 .70.0 •110.0 -MO -t100 +Me -110n .70.0 -Ilan wan '110.0 w00 .110.0 -70.0 -I100 -70D -10T.0 Oatan Bite 17,517. 2a516 .7aO •11OD +10.0 -110.0 w0.0 -110.0 +To0 -110.0 ♦ran •1100 +70n •11" +70.0 •110.0 +70A -logo Custom Sim I4.617. /7518 +1U.0 -Ilan +70A -11" +70.0 •1100 .70.0 -moo ♦70.0 402,E +ran -CODS +7D.0 400.0 RDA -1015 Custlea Ste 13A17-145IS .1010 •IID.O +70.0 -l10D +70.0 -1002 .700 •1017 +70.0 •97.1 +700 A4A .lag .944 -70.0- .04.4 StM" 11.60d-13Am w0.0 •110n +70.0 410E .70.E •102,8 +ra.0 •97.0 .70.E A33 +7DO -80.1 .70.0 -OnO .70E A0.0 T611.1 30.517.4tAdd' +ran -1IOD .7aD .110E +7D.0 •110.0 +70.0 •1la0 .70A •1lon +7aD •1la0 .Ian r101.6 .70-0 418E Cuslan5be 38517.N.618 - 70.0 •1to.0 .70.0 41MO .70.0 •1100 +70.0 41aO .70.0 •110.0 +70.0 40.0 -Too •101.7 .70.0 A6.3 Egwl.m. 35.617,30.516 +70.0 •110.0 +70.0 410.0 -Ian -110,0 +70.0 4140 +70.0 410.E +7a0 •1194 470,0' 400.4 +70.0 Aio 75 Cueian Site 32517.35.518 +70.0 •110.0 tTOn 410E +70A •110A +70A .110.0 +70.0 •t10.O 47a0 •110A .700 4017 +700 A52 Sbndxd Pmdew 28,517-32.516 +Tag -1100 410.0 410.0 +70.0 -nag +70.0 41nO 470.0 -110.0 4MG 4095 .70.E •lO1.B +70.0 A8.1 Cwbm Sim 28.511.29.518 •700 •110.0 -?GO -1100 +70.0 -IO7D +70.0 4PL4 +7D.0 -Ban •70.0 AAA +roan •f186 +loan AB.4 6howst 24.884 •IB.616 470.0 -1100 +70.0 •I100 +70.0 dos +roan AB.1 +roA •014 +700 A24 +loan •920 tro.0 A24 Egaal•na 39.517.41.844 +700 -110.0 .70.0 ,110.0 +70.0 •1m.0 +700 -.110.0 -70 •110.0 +TOLD •109A .+7n0 A0.7 54 1Cwtam Sbe 3SA77=08118 470.0 .110.0 .70.E 410.0 +MD •107-9 +70.0 •IQL4 .70.E •96B 4ro,0 Afl4 'w00 MID .BSA SlartvA Pmdew 33860.•35.SiB +TO➢ .7t0A .T0.0 -Ilan N00 -f026 +70.0 A7,0 N0.0 41a3 +lag A0.1 4A.0 + 91.78 TWkel ••'• 41.844 .ran •110.0 w0.0 •71n0 +ra.0 -102,1 .ra0 A7A +ro.0 -913 -Too A01 +70.0 .00.0 Y 4Ue11Y1rr 1. •• MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 60.136 (APPLIES TO ANY HEIGHT 91.76" OR LESS) 11 1� - ` LY/�p��' P��., �1cErdsF• !!!� `� .� lJo.587p5 ••� NOTES: '1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. t'"S 13�.0 :• �ti 1076TECKNOLOGYDRPJE O� •.•• S ATE OF : ' �� N. VENICE, FL 34276 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT ISASPER THE FIGURE '. �'••;,<('iRiC+r;•••'• �C�`� (941MBO-iWO 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, �O(I�f,4l, ALY71111tAi,L RE. P.E.e65705 REGISTRATIONt12929B I�2•SJ jE%7�EIR�10PlJ•61��--M/QB�/U/�� v O - E SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT C & GLASS. TYPES 9-16 (REINFORCEME.NT$ SHOWN SILL IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) SASH HEIGHT Tao Alt GLASS TYPES.9 THROUGH - 7aA •91.6 16 MAY NOT SE USED WITH ra.D Ao.e J-CHANNEL OR INTEGRAL PRODUCT REVISED To.o Aa.o • FIN FRAMES as eomi lealnwith the Florida - Bulldino GOT 'NOA-1140. 20.0401,03 7awt0n Ex Iration Date, 7 30/2025 C) SASH HEIGHT CORRECTION, Br AK - 03/10/20 Mlam Dade Produe"o Itrol DESIGN PRESSURE TABLES ROSOWSKI SINGLE HUNG WiNDOW INSTALLATION - LM 05/1.5/15 sadm/M.de: Santa, Sftaet 4wing Na• - Rw.. SH-5500 NTS 7 OF 13 MD-SH5500-01 C 3.800" - ��+-- .062" J I 1.463" .625" (D J-CHANNELFRAME '626" 1.317 v HEADMAMB 3.483" -� 2.444" � u .625" T_ .625" T L�„ .065" 0 o o T .065" 1.376" -►{ 1.000" {f- 14 FIXED MEETING RAIL 18 SASH RAIL O 884" - I •.o �j- .175 -►{�j� IIf="il .754" O LAMI IG EXTRUDED 80 BEADING SCREEN FRAME 1.483" FLANGE FRAME HEAD/JAMB 3.483" -� a�0 2.444" l U 6 FLANGE FRAME SILL 3.600" 3.500• �pd d I I -��II� I 1.483" � 1.463" .070" - I' - _ .060" J� .070 .610° F IN FRAME EQUAL LEG FRAME 1.375"HEADIJAMB - O HEAD/JAMB LIGHT SASH HD SASH _l._ - 23 REINFORCEMENT 25 REINFORCEMENT 3A63° Dh- .662" � It 2.444° 2.444^ a^ �o FIN FRAME EQUAL LEG 7 SILL O FRAME SILL 1'L___1 070°�"1.030" 1.331" �- STANDARD 26 MEETING.RAIL REINFORCEMENT -�I 1.215° 2.100" 1.472" 1.665" 1.376" I 2.176"�i.1L�,� .035" .974" .69D' .07 Q50 .0"-.3T4+7" ��--� 070" 50 BALANCE 06SASH STOP - LIFT IL LIFT RAIL BEVELED BEVELED 17 COVER 18 SCREW COVER 19 INTERLOCK O INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER (kL',11p .760" ROLLED 61 SCREEN FRAME �ittnlrrll NtiY LYNrti!�I��, No. 58705 (? �� :d '• :• �' % 0� •., F ; ' �' -.F40RIr1.!^..•'�\�� ldNAL A LYNN MILLER, P.E. 1070TECHNOLOLiYDRN1 N. VENICE, FL 34276 (B41}480.180D 070" 1.041" L .130" --�{ 1.340" �-- OHD MEETING RAIL 27 REINFORCEMENT PRODUCT REVISED as complying with the Florida Building Code _NOA-No. 20"0401.03 =11Ravfnton: Ex iratlon Date�30 2025 C) NO CHANGES THIS SHEET. By G�tu[?%'r� d AK - 03/10/20 - N1am ado Frodu"O trol JINDOW EXTRUSIONS J ROSOWSKI NGLE HUNG WINDOW INSTALLATION- LM 05/16/15 1es/Modei: Seals Shentr Dmptrrg No. Rav: SH-5500 NTS 11 OF 13 MD-SH5500-01 C TAR' C — Bill of Material Bill of Material, cont. # Part # Description Materiel # Part # Description Material 1 620101 Single Hung Frame Head & Jambs - J-Channel PVCW 720197 Auto Lock Mechanism C:Steel 2 620102 Single Hung Frame Head & Jambs - Flange PVC 46 720198&9 Sweep Lock Cast Zinc 3 620103 Single Hung Frame Head & Jambs - Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head & Jambs - Equal LeglSoz PVC 48 76X1180PTX #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill - J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Lnc 6 620108 SH/DH Frame Sill - Flange PVC 50 776x34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 7 620107 SH/DH Frame Sill - Fin PVC 51 1 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 1SHIDH Frame Sill - Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 820131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS (Comer Key Screw) SS 16 620129 Sash Rail (Sides, Top & Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash StoplScrew Cover PVC 56 720207 V Tilt Latch Spring SS 19 620166 Pull Rail interim 6005 TS Al 57 420186 Plastic Tilt Latch Finger Pull PVC 20 62014.4 Pull Rail interlock Cover ' PVC 58 720192 Metal Tift Latch Finger Pull Cast Zinc 21, 620167 Beveled Interlock 6005 T5 Al 59 1 420180 Phot Bar Comer Key PVC 22 620145 Beveled Intedock Cover PVC 60 720206 Pivot Bar SS 23 620160 Light Sash Reinforcement 6083 TB Al 63 720191 Sash Pull Hanle Cast Zinc 25 620162 HO Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 26 620163 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Hanle Screw) SS 27 620164 HD Meeting Rail Reinforcement 6005 TS Al 66 4201.88 Bottom Latch Stoke Plate Cast Zinc 30 61644 Weatherstrip, .187" x .27t7' Fin Pile 67 778588 #8 x 5/8" Ph. FH.SMS (Strike Plate Screw) SS 31 1 80300 Weatherstrip, A90" x .300" Foam Bulb, Flex PVC 72 720135 Lamt I.G. Bead PVC 32 61719 _. Weatherstrip, .187" x .220" PolyPile 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 33 61826 Weatherstrip Plug, .220" Finseal 75 71646N Setting Block. (718" x V x 1/8"), 85 +/- 5 duro. EPDM 35 78)(1MTTT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 36 78)07HPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 41O SS 81 61011 Roll -Formed Screen Frame Alum 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hale Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)0= Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 1 j#B x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 85 7CASPM Tension Spring SS 421 1Spiral Balance re; 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 151635161614 .140" Screen Spline (Machine/Hand Rolled) I Vinyl 44 78X114FPAX #8 x 1.114" Ph. FH SMS (Spiral Balance Screw) 41O SS Part # Description Material 76 Kommeding 4SG TPS Spacer System 77 Quanex Super Spacer nXT with Hot Melt Butyl See this 78 Quanex Duraseal Spacer Sheet for Materials 79 Cardinal XL Edge Spacer ` NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9.13, 16, 24, 28, 29, 34, 39, 61, 62, 68-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. ,rltrrtrr 4•10, 58705 O t 5/Q f7 : ID70 TECHNOLOGY DRIVE S :'��' N. VENICE, FL 34276 ,< ' •FioRlflr.,,• ��5�` (941)4ee-1600 IL rG �I``. A. LYNN MIL[IR, P.E. P.E# . 05 REGISTRATION#29290 STRUCTURAL ------ -- STRUCTV SILICONE 3118" NOM. 7LYISOBUT?1/4" NOM: FOAM WITH DESICWITH DESICCANT EXT. GLAEXT. GLASS NT. GLASS INT. GLASS KODISPACE SUPER 7a 4SG TPS SPACER®NXT'" &KWINtmtN I POLYISO• DESICCANT FILL AREA 6UTYLENE SMS"NOM. SEAL BUTVINT.GLASS LICONE SEAL DESICCROLL-FORMED FSTAINLESS STEEGLASEXT. GLASS SS 7a DURASEALO 7e XL EDGE'' SPACER SPACER PRODUCT REVISED as complying with the Florida Building Codo NOA1-too......... 0.0401.03 7eHaton:' Ex Irstion Dato� 0 025 C) ADDED BACKBEDDING. sy, AIC - 03/1012O du mlam -0aee Proct tto rtrol posedpson: Drown Byr BILL OF MATERIAL (BOM) J ROSOWSKI WGLE HUNG WINDOW INSTALLATION - LM 05/15/15 iaerat/Modor. Saar.: Sh-. aravdng ft. Ray; - SH-5500. I NTS 1 12 OF 13 1 MD-SH5500-01 C NOTES: 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PARTS 01 & 5. OTHER FRAME TYPESAPPLY. '3) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS S 6 7. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. OPT. SWEEP LOCK _ --(4-A� OPT..AUTO LOCK ' ,a�aN•( L 58705 O 1070TECHNOI N, VENICE,FL AT OF ��s'•.;�bORt01�•.•'G�'C ( i}480.1600 'Itzrh4 10 P.E. RF-455705 REGISTRATIi MITERED FRAME WITH —INTERIOR AND EXTERIOR FRAME WELDS. PRODUCT REVISED ao oomply0n with the Florldo Building Coda C) NO CHANGES THIS SHEET AK - 03/10/20 )ED ASSEMBLY J ROSOWSKI Odle. HUNG WINDOW INSTALLATION -. LM 05/15/15 Scnfe; 57wekI OmwhM No. Rm: 500 NTS 1 13 OF 13 1 MD-SH5500-01 C D