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Home My WebLink AboutNOA # 20-0401.03 ( 2-14-22 )C�p MIAMI-DADE /" MIAMI—DADE COUNTY, FLORibA � "I PRODUCT CONTROL SECTION kki=� C)FJ 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONO ,I`I q �� Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISIO /�86) 315-2590 F (786) 315-2599 NOTICE OF -ACCEPTANCE O% a LLICIE COUNTY www.miamidade.gov/buildinb PGT Industries, Inc. BOCC / ZZ 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 fo 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 asan 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 maybe 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 r�lactat� �� Expiration Date: Jul 362025 P Y 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 11/16115, 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 I1/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) K 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 Ex4Hfmzr NOA No. 20-dA01.0 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-1 PGT Industries, Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,. complying with FBC 511 Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0519.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY,ASSURANCE, 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance'No..14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on. 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades. of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05.issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014). and FBC 61h 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 8/19/1.4, signed by Jaime Garcon; 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 (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 Dowsi1791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107:2, PGT.CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107A, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05115115, 08/29/17 and updated on 03/10/20 to the new FBC 7a' 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. 20-0 01.03 Expiration Date: July 30; 5 Approval Date: July 23, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) E. MATERIAL CERTIFICATIONS - 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-.072511 issued to Kuraray America, Inc. for their "Kuraray SentryGlase 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 0l/17/19, expiring on 04/16/20: 5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions USA, Inc., for their Performance Core Rigid PVC, Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017) and the FBC 71h 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 Exa r f, N& No. 20- 01.03 Expiration Date: July 30, 5 Approval -Date: July 23, 2020 E-4 ANCHORAGE EXAMPLE.FOR A. RADIUS -TOP 1/8"MAX. O,C.� HEADER (SIM.� 12" MAX. FROM FOR ALL FRAME SEAM.. WINDOW TYPES) B. SEE SHEET 3 t� A SEE B. SEE •+• -_-t-i 30" MAX. O.C. 12" MAX SHEET 3F SHEETS fI A, _ 122 SHEET ET3 EQUALLY EQUALLY I 17-7/8" MAX. O.C. SPACED ANCHORS PER SPACED I _� TABLES 9.11 ANCHORS PER / TABLES.9-11 O 84" -T MAX. 10" MAX. O.C. BUCK %(- HEIGHT EQUALLY �13-3/4"MAX. O.C. EQUALLY SPACED r SPACED ANCHORS PER ITANCHORS PER TABLES 9-11 A I 'TABLES 9-11 s•i/z' MNC �-'�_ _ NO ANCHORS AT SILL B + SEE SILL WEEP- B � • 54" MAX. BUCK WIDTH-��NOTCH DETAILS, SHEET3 �- 54" MAX. BUCK WIDTH 30" -� MAX. O.C. 12" MAX. -± 12-�' I �I', FIXED VISIBLE LIGHTWIDTH ' B. SEE SHEET3 - FIXED - I / VISIBLE �- A, SEE LIGHT 17-7/8'MAX. O.C. SHEETS - I I HEIGHT / �- EQUALLY I 91.X. SPACED O I / MAX. ANCHORS PER BUCK TABLES 9.11 - _T— HEIGHT X - 10" MAX. O.C. _ y /y- SASH 13-3/4" MAX. O.C. EQUALLY / `VISIBLE / v_ SPACED LIGHT ANCHORSPER HEIGHT TABLES 9-11 A _ .. •. 8-1/T MAX. 21-5/8" ---1 . ANCHORAGE EXAMPLE MAX. O.C. FOR ARCH -TOP HEADER (SIM. FOR ALL WINOOWTYPE6) / 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 SHEET4 _ 30" MAX. O.C.-e-+12" MAX. C, SEE 52AIS" MAX. BUCK WIDTH SEE SHEETS 1 1-1/4" 889 17-7/8" MAX. O.C. I 0 / 62" MAX. 10" MAX O.C. HEIGHT 1 O .. / X I 4 X4 13-3--/44- MMII--AX. O.C. / i I SEE T SHEETS J 8&9, SASH VISIBLE \T SEE SILL WEEP- ° i SEE SILL WEEP - NOTCH DETAILS, 54" MAX. BUCK WIDTH NOTCH DETAILS, LIGHT WIDTH SHEET3 SHEET3 84' BUCK HEIGHT AS SHOWN (91.78" MAX.) SILL WEEP - CH DETAILS, ET ELEVATION FOR TYP, EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME' SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL -CITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP To . ANCHORED THROUGH THE NAIL -FIN 75" HEIGHT SEE TABLES 441 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS. REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) 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 DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS'2X ARE 1-1/2" THICK OR GREATER. 1X AND.2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER. (EOR) ORAR.CHITECT OF RECORD, (AORj. 5) ANCHOR EMBEDMENT TO BASE MATERUIL SHALL BEMEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT. EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TOTHESUBSTRATE. USE SHIMS CAPABLE,OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PERASTM E73DO. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS -SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN 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. 10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA;ELCOIDEWALT CRETEFLEX NOA; ELCOIDEWALTAGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES; LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NOS & ALUMINUM' DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL �� ()NY LYI�N USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Q'f •;�� 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 = 15• PRESSURE FROM TABLES 4.6. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW i /� C) 1070 TECHNOLOGY DRIVEOPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11: VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR O S7 TE Qp :. (C/ N. VENICE, FL34275 'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEE'USET ARE MET. T .••, �941 1600 YOUR OPENING 5) INSTALL AS PER BHEET3 FOR THRU-FRAME INSTALLATION OR SHEET4 FOR INTEGRAL FIN INSTALLATION. '��'sS •F<ORIDI`,. •'G\?� (a GENERAL NOTES.............................................:..1 ELEVATIONS......................................................... 1 FRAME, GLASS &ANCHOOR OPTIONS.................2 INSTALLATION, FLANGE & EQUAL LEGBOX.::..3 ' INSTALLATION, INTEGRAL FIN & J•CHANNEL_ 4 - GLAZING DETAILS ................................................ 5 DESIGN PRESSURES .............. ............ .:.. .......... ... 6-7 ANCHOR QUANTITIES ......................................... B-10 EXTRUSION PROFILES ........:............................... i1 ASSEMBLY & PARTS LIST...................................12-13 .. • .2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION _ • ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION _ PRODUCT REVISED • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI SIOD-16 as complying with the Florida Bullding Code . • AISC 360-16 NOA-No.. 20-0401.03 ' Revisfen: 3 C) UPDATED TO FBC 2020, Ex Iratlon Date9�7--/30/20-25 By. r GLiZGiZKt 3 Mi.. Dade Produy .'Otrol REVISED ANCHOR TYPE TABLE. AK - 03/10/20 . Desorip0on: Omm W. GENERAL NOTES & ELEVATION J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (4-CHANNEL, FLANGE, rj /ANAL Sedes/AludaL•' Scale: SheeE Drvrfng No. Rev. INTEGRAL FIN OR EQUAL.LEGBOX). A'. LlP 0r0nY, P.E. SH-5500 NTS 1 OF 13 MD-SH5500-01 C P_Eas97ne REGISTRA7TONt129298 Glass Type - - Description (Listed from Exterior to Interior) Design Pressure Table # Sheet# 5 7/8" Laminated I.G.: 1/8• A Extedoi Cap + 7/16" Alr Space + 5/16" 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 + 7/16" Air Space + 6116' Laminated; (2) Liles of 1/8" A Glass with :O9D' PVB Intedayer 4,6 6 7 7/8" Laminated I.G.i'3116" A Exterior Cap +3/8' Air Space + 5/16" Laminated; (2) Liles of 1/8' A Glass with .090" PVB Intedayer 4,6 6 -8- 718" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Liles of 1/8' A Glass with .090' PVB Intedayer 4,6 6 9 7/8"laminated LG.:118" A Exterior Cap + 7/16• Air Space + 5/16' Laminated; (2) Liles of 1/8" H Glass with .090" SG Intedayer 7 7 10 7/8" Laminated I.G.: 1./8" T Exledur Cap + 7116' Air Spaca + 5116' Laminated; (2) Liles of 1%8" H Glass with .090" SG Intedayer 7 7 11. 7/8" Laminated I.G.: 3/16" A Extedor Cap + 3/8' Air Space + 5/16" Laminated; (2) Liles of 1/8' H Glass with .090" SG Intedayer 7 .7 12 7/8' Laminated I.G.: 3/16" T Exterior Cap + T Air Space + 5/16" Laminated; (2) Lites of 1/B" H Glass with.090' SG Intedayer- 7 7 13 7/8" Laminated I.G.: 1/8" A Extedor Cap + 5/16" Alr Space + 7/16" Laminated; (2) Liles of 3/16" A Glass with .090' SG Intedayer a 7 14 7/8" Laminated I.G.: 1/6" T Exterior Cap + 5/16" Air Space + 7/16' Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 8 - 7 - 15 718" Laminated I.G.: 3/16" A Extedor Cap + 1/4" Air Space + 7116" Laminated; (2) Lites of'3/16" A Glass with .090' SG Intedayer 7 7 16 718" Laminated I.G.: 3116" T ExtedorCap + 1/4' Air Space + 7/16' Laminated; (2) Lites of 3/16" A Glass with .090' SG Intedayer 7 7 TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge. Min.Distance- Embedment' A #10 SMS (steel, 111-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) - T 16 1-3/8' ' Steel, A36• 3/8' 0.050" Steel Stud; A653 Gr. 33• 3/8' 0.0451" (18 Ga.) - Aluminum, 6063-75• 3/8" 0.050" 3116'steel Ullracoaor . Ultracon+ P.T. Southem Pine (SG=0.55) .7116- 1-3/8" • Concrete (min. 3 ksi) ' 1" 1318" 3/16" steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4" 3116"steel Ultracon+ Ungrouted CMU, (ASTM C90) 1" 1-1/4" B #12 SMS (steel, 1&8 S.S. or 410 S.S.) P•T. Southem Pine (SG=0.55) 9/16" 1-318" Steel, A36'3/8" 0.050" Steel Stud, A653 Gr. 33" 3/8" 0,0451" (88 Ga.) Aluminum, 6063-T5' 3/8" 0.063" 1/4" steel Ultracon or Ultracon+ P.T Southem Pine (SG=0.55) 1" 1-3/8" 1/4" steel Creteflex P.T. Southem Pine (SG=0,55) 1" 1-318" 1/4" steel Aggne-Gator P.T. Southem Pine (SG=0.55) 1" 1-3/8" 1/4" steel Ultracon Concrete (min. 2.85'kst) 1" 1-34' Ungrouted CMU, (ASTM C-90) 2-1/7' 1-1/4" C - 1/4" steel Ultracon+ Concrete (min. 3 ksi) 1-3/16" 1-314" Ungrouted CMU, (ASTM C-90) 1" 1-1/4" 1/4." steel Crete6ex Concrete (min. 3.35 ksi) 1" 1-314" 1/4" steel Ultracon - Concrete (min. 2.85 ksi) 2-1/7' 1314. 1/4" steel Ultracon+ Concrete (min. 3ksl) 2-1/2" 1-314" 1/4" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" i-1/4" D 1/4" steel Creteffex Concrete (min. 3.35 ksi) 2-1/2" 1-314" Ungrouted CMU, (ASTM C-90) 2-1/7' 1-1/4" 114" steel Aggre-Galor Concrete min. 3.275 ksi 1-1/2" 1318" Grouted CMU, (ASTM C-90) Z. 2" TAR[ F_ 3- AI I nWARI F ANCHnRS THRnl IRH THE INTFn RAI FIN Group Anchor Substrate Mtn. Edge Distance Min. Ernbadment' E 2-1/2' x .131' Common Nail P.T. Southem Pine (SG=.55) 318" 2.7116' 2-112' Ring -shank Roofing Nall P.T Southem Pine (SG=.55) 318" 2-7116" F ad SMS - #10 (steeTrussl. (s8.8 S.S. or 410 S.S:) a 41 P.T. Southem Pine (SG=.55) 112, lall" Aluminum, 6063-TS 318" 0.050" Steel Stud, Gr. 33• 3/6' 0.0451' (18 Ga.) Steel, A36' - 318" 0.050" 412 SMS (steel, las S.S. or 410 S, S.) P.T. Southem Pine (SG=.55) 9116" 1.318' Aluminum, 6063-TS 0.063' Steel Stud, Gr. 33' 318" ' 0.050"• Sleet, A36• 318" 0.050." MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS GLASS TYPES 5, .7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. elr_I IPF re- eveeee euevee Frame Glass Frame Frame Types Options Configs; Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) Into 2X Wood Frame/Bucksldp - sheet _3. option 1 Flange 5 - 16 Equal -Life, O& Arch-lRept., Arch Top 8 Through the frame - ....Into Concrete/CMU -sheet 3, option 2 ....through 1XBuckstrip into Concrete/CMU -sheet 3, option 3 (#2) Cottage 8. Cottage Radius Top of the windpw...... ....into Metal -sheet 3, option 4 into 2X Wood Frame/Buckstdp - sheet 3, option.1 Box / Equal -Leg 5-16 Equal-Lite, Orlel/Prodew Square/Rect., Arch -Top, & Through the frame ....into Concrete/CMU -sheet 3,. option 2 ----through IX Buckstdp into Concrete/CMU- sheet 3, option 3 (#4) & Cottage Radius -Top of the window ...... into Metal - sheet 3, option 4 Through the ....into 2X Wood Frame/Buckstdp - sheet 4, option 5 J-Channel Equal -Life, Square/RepL, integral fin...... ,...into Metal .=sheet 4, option 7 (#1) 5 _ B Odel/ProHew 8 Cottage Arch Top & Radius Top Through the frame ....into 2X Wood Frame/Buckstdp - sheet 4, option 6 .... Into Metal - sheet'4, option 8 - of the window ...... Through the ....Into 2X Wood Frame/Bucksldp - sheet 4, optloo 5 Integral Fin Equal-Lite, SquarelRecL, integral fin...... into Metal-- sheet 4, option 7 (#3) 5-8 OdeuProdew & Cottage Arch -Top & Radius -Top Through the frame ....into 2X Wood Ftame/Buckstdp - sheet 4, option 6 ... .tnto Metal.- sheet 4, option 8 of the window ...... FIGURE . FRAME CONFIGURATIONS �j � %r EQUAL-LI ORIEL COTTAGE FIr:11RF R• FRAME TVPPR -� I "A" = ANNEALED "fl" = HEAT STRENGTHENED '" = TEMPERED "PVB"= .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 0 oiV LYNN�� ReNetom Ex ,ration pate- 7/30/202: •• ,j,F C) REVISED ANCHOR TYPE By: :• �1cer4SE TABLE. Mlam Dade Produai- lntroi fr : No. 587D5 _ AK - 03/10/20 • Deecrlpfion: D.- .By: . = >r� 1070TECH90LOGYDRIVE GLASS/ANCHORS/FRAME': PTIONS J ROSOWSKI 7 'MIN. OF3 ��0••• S 1�3zJ ' <N.VENIt2 FL 34275 THREADS T ••. �/ Tifld: - - Date: BEYOND THE •'•FLORtDI`,.•' �Z; (aii>�ealsou SINGLE HUNG WINDOW INSTALLATION - LM - 05/15/15 METAL SUBSTRATE. ,!'///-'(I)fNAL 1�1� ``, Serres/AlcdeL• Seale: Sheet: 0_m*Ing No. Rer A. Mli F��LER, P.E. SH-5500 NTS 2 OF *13 MD-SH5500-01 C ocr_[rrverlrw+nn�en --►113UCKWIDTHP-----IBUCKWIDTHI --►'{BUCKWIDTHI_ 3:x ru x Ne t T -_. x W In RECTANGUTAR RADIUS -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. Material Min. Fr I Min. Fa Steel Screw .92 ksi 120 kst i6A Screw 60 kst 95 ksi 410 Screw - 90 ksi 110 ksi Eicc/DeWalt Aggre-Galor® 67 ks( 96 ksi Elea UltraCon® 155 ksi 177 ksi 3118" DeWalt UltraCon+® 117 lst 164 ksi - 1/4" DeWelt Ultracon+9 410 SS Elca/Dewalt CreteFlex® 140 kst 127.4 ksi 164 ksi 189.7 ksi 6063-T5 Aluminum ' 16 ksi 22 ksi A36 Steel 36 ksi 58 kst Gr. 33 Steel Stud 33 ksi 1 45 ksl INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT SASH •EXTERIOR VISIBLE LIGHT HEIyGHI OPT. BB BE 31 30 INTERIOR WEEP NOTCHESAT BO EACH END. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. - EDGE DISTANCE EMBEDMENT - �+-- 1/4" MAX SHIM � EMBEDMENT EDGE DISTANCE D❑(•r� • o t-1/4' MAX SHIM TYP. ANCHOR TYPE. TYP. ANCHOR TYPE, EMBEDMENTAND _ EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE. DISTANCE PER SUBSTRATE SEETABLE2, SHEET2. , SEE TABLE 2, SHEET 2. •s C 20 1 OPT. SASH TOP _ FLANGE JLIFT RAIL FRAME FORALCV,hNDOWS: NOTES: SHOWN 17- 1 ANCHOR @ 3.55" FROM END AND AT _ 1) USE ONLY -'��1 21. CENTER. SUBSTRATE -APPROPRIATE FOR WINDOWS ANCHORS LISTED ON TABLE 2, J OVER 36" WIDE: SHEET 2. FOLLOW EMBEDMENT AND ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY SCREWS @t6-3/8" INSTALLATION OPTION SHOWN MAY 46 47 35 ' FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS VJRH WINDOW. BOTTOM LOCKS: 1� ADDADDRIONAL 2) MASONRY ANCHORS MAYBE - SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, FROM END. SHEET 2. ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS , IA/2'J DEPICTED AS 2X ARE IA' THICK J USE EITHER OR GREATER. 1X AND 2X BUCKS I� LATCH OR (WHEN USED) SHALL BE DESIGNED BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO �-/ TESTED UNIT THE STRUCTURE. WOOD BUCK LOCATION: 6-5/8" DESIGN.AND INSTALLATION IS�THE. FROM SASH END. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. BALANCE %PE VARIE WITH SASH WEIGHT INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX •BUCKSTRIP INTO CONCRETEICMU. • SEE NOTE 2, THIS SHEET. EMBEDMENT 16 114" MAX SHIM --r-I h-�- SASH VISIBLE t7 LIGHTWIDTHtz ❑ EDGE r I Axr •.' e..._ DISTANCE �. ''. EXTERIOR FIXED VISIBLE _ LIGHT WIDTH DADE 1/4" MAX. SHIM FLANGE FRAME SHOWN HORIZONTAL SECTION A -A P UW IE VERTICAL OR HORIZONTAL. SEE SUBSTRATE P #10 OR #12 STEEL LTA ILLING ), SEE ❑E 2, T2. EQUAL LEGIBOX FHOWNSHOWN EQUAL LEGIBOX FRAME SHOWN FRAMING OR STEEL 1/4" MAX. SHIM TYP .ANCHOR TYPE, • EMBEDMENT 'AND EDGE DISTANCE PER EDGE SUBSTRATE, •' n� DISTANCE SEETABLE2, . a I SHEET2. ' IJ ` `T—"'� EXTERIOR 8 88 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (�T(� INSTALLATION ' 87 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT REVISED EQUAL 1. 1/4" MAX SHIM OPENING) IS MEASURED FROM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH - as complying with the Florida Building Code -LE, FRAME SHOWN ��0�0 111 I I I I 1 / / FRAME INTO METAL FRAME INTO METAL NOA-No. 20-040'1.03 �x` NY LYN/y '�,, Ravlslon:, FxI lratlon Date: 7/30/2025 z7"XLzs '`�c�nlsF�!�l '� C) NO CHANGES THIS SHEET. Br• WEEPHOLE NO ANCHORS REQUIRED IN VISIBLE LIGHT FORMULAS mac' �' AK - 03/10/20 - Mlam Dade PYoduc o �trol W/COVER @ 2.87" FROM 38 •' a 5' FLANGEOR No.68705 - 7if EACH END. a ' EQUAL -LEG FRAME SILLS _ : 1tc. _ WIDTH _ _ @SASH: BUCK WIDTH -6-11r _-O :a - Da=rlpUnn: Drawn W. =' �` 1.070 TECHNOLOGY DRIVE @ FIXED LITE: SUCK WIDTH-4-3/8" �� •. 3�11N. VENICE, FL 34276 O�, •. S7/' CU FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSRI ` HEIGHT(EQUALLITE) %�:` '•.............(ORIOF••• \?: (841}480-180D 17U& Data: VERTICAL SECTION B-B BUCK HEIGHT/2-3-15116" .S�DC� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 - ' 11II I i 1111 i" Swiss/ModoL• Seo1a shaab - Druwing No. Rer. A LYNN MILLER, RE SH-5500 NTS 3 OF 13 I MD-SH5500-01 C P.E058705 REGISTRATION#29298 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL I-r EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2. THIS SHEET. J-CHANNEL• FRAME SHOWN o a oC 1 �o op - FIXE# D VISIBLE LIGHT HEIGHT 49 72 .0 14 BUCK 9 n{ HEIGHT 50 III SASH EXTERIOR VISIBLE LIGHT HEIjGHI OPT. 86 (2)1" 81 3D INTERIOR 31 WEEP NOTCHESAT gp EACH END. FNTEGRAL FIN u / RAME SHOWN 27"X 1.25" WEEPHOLE O38 W/COVER @ 2.87" FROM EACH END, TYP. ANCHOR TYPE, J INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X EMBEDMENT &5�.WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM EMBEDMENT AND TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. -,- (SCREW SHOWN) L-1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) 20 OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT 21 CENTER. FOR WINDOWS OVER 35" WIDE: ADD ADDITIONAL 8 47 SCREWS @16-3/8" 35 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: I ADDADDITIONAI SCREWS @ 8-318" FROM END. NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME 1/4' MAX —SHIM EDGE SEE TABLE 3, SHEET 2. ---1 EMBEDMENT F-- (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEEN. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEETS). TESTED UNIT LOCATION: 6.518" FROM SASH END. EDGE DISTANCE I_ INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH BALANCE YPE VARIES WITH SASH WEIGHT gq 1/4" MAX SHIM EXTERIOR 87 INTEGRAL O FIXED VISIBLE 3 FIN J-CHANNEL LIGHT WIDTH FRAME 1 SHOWN FRAME NOTES: SHOWN - BUCK WIDTH 1) USE ONLY SU STRATE-APPR1- HORIZONTAL SECTION C-C .BRA ANCHORS LISTED ON TABLES Z& 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE -DISTANCE 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 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO .SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO -PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE 1/4" MAX FBC COMPLIANT SHIM MAYBE VERTICAL OR HORIZOI, r S� #10 OR#12 STEEL - SELF-DRIWNG- SMS (G5), SEE TABLES 2'& 3, SHEET2. FIN AND/OR FLANGE REMOVED IN -FIELD i-- EDGE DISTANCE I OR STEEL STUD. 1/4" MAX: SHIM EMBEDMENT TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 3, SHEET 2. (NAIL SHOWN) RESPONSIBILITY OF THE ENGINEER INTEGRAL FINOR ' ARCHITECT OF RECORD. FRAME SHOWN I� 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION - (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVISED. OPENING) IS MEASURED. FROM ANCHORED THROUGH BEADING TO BEADING. ANCHORED THROUGH FRAME INTO METAL Buildias complying with the Florida Code INTEG, L FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) NIOA-ng NOA-No. 20-0409.03 \I' jQ? LY/JA, /,' RavGlon: C) REVISED DADE. MULLION Ex iration Date• 7/30/2025 \\\` \ •• LICENgF / ey: VISIBLE LIGHT FORMULAS P' :�� NOTE. Mlem Dade Produc"o trot No. �g7o5 = AK - 03/10/20 WIDTH =_ @SASH: BUCK WIDTH -6.1/2" --O ;� - - Deacrlptlan: - - Dr n By: @ FIXED LITE: BUCK WIDTH -4318" =.� '., 13 a :' �= 1070TECHNOLOGYDRIVE J-CHANNEL& INTEGRAL FIN FRAMES J ROSOWSKI F .= (V�` N. VENICE, FL 34275 HEIGHT (EQUAL-LITE) (841)°1800 '��fiss.... IiBe: _ Datb: BUCK HEIGHTl2-315nB• ... N0 -' SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 r'UIVAL /I'll I111�� Ser/es/Nodeh - Scale: Sheet Dffl.Mg ft.Rer. A. LYNN MILLER P.E. SH-5500 NTS 4OF 13 1 MD-SH5500-01 C P.E.# 58705 REGISTRATI01,1029M 7/8".NOM. 6/16" A/A PVB . . 7116" AIR SPACE— 118".A GLASS- aEXTERIOR GLASS TYPE 5 —!� 718" NOM. �-+- 5/16" H/H SG 7116" AIR SPACE — 1/8" T_ GLASS- <D EXTERIOR , GLASS TYPE 10 TYP. GLAZING DETAIL 5116" A/A PVB — 7/16" AIR SPACE- 1/8" T GLASS- , aEXTERIOR 5/16" H/H SG- 3/8" AIR SPACE - 311 VA GLASS - aEXTERIOR —�-{ 7/8" NOM. GLASS TYPE 6 7/8" NOM. �+-- GLASS TYPE 11 '" NOM.GLASS GLASS TYPES THROUGH fE TYP- ' 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 3U. GLAZING NOTES: "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB"=.09U"TROSIFOL: �BBYBKYUKURAYMAMEi1CA, INC. ..SG" =.090" SENTRYGLAAAERICA, INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2 —1 7/8` NOM. I- 5/16" A/A PVB — 3/8" AIR .SPACE- 3/16" A GLASS• aEXTERIOR GLASS TYPE 7 7/8" NOM. �-+- 5/16" H/H SG — 3/8" AIR SPACE- 3116." T GLASS - aEXTERIOR GLASS TYPE 12 —^•I 7/6" NOM, 7/16" A/A SG — 1/4 AIR SPACE- 3/16" A GLASS- G] EXTERIOR 5116" A/A PVB — 3/8" AIR SPACE- 3/16" T GLASS- C] EXTERIOR 7/8" NOM. GLASS TYPE 8. 7/8 .NOM. �-+- 7/16" A/A SG 5116" AIR SPACE- 1/8" A GLASS - aEXTERIOR GLASS TYPE 13 7/8! NOM. {-�- 7/16" A/A SG — 1/4" AIR SPACE- 3/16" T GLASS- G1 EXTERIOR 718"NOM. 5116" H/H SG 7/16" AIR SPACE— 1/8" A GLASS- aEXTERIOR (19-79 I GLASS TYPE 9 . 7/8" NOM. 7/16" A/A SG — 5/16" AIR SPACE- 1/8" T.GLASS- <D EXTERIOR GLASS TYPE 14 I V V 11 1 V \I 11 1 PRODUCTREVISED GLASS TYPE 15 GLASS TYPE 16 Building CodeWith the Florida NOA-No. 20-0401.03 t r Radslon Ex Iratlon Datne.0 7/30/2025 OY,4�c�rSF/ft�!l� C) NO CHANGES THIS SHEET. By: GLIUCeKt� AK - 03/10/20 Mlam Dade Produot-G trot • :' No. 58705 4 • ® Ft _ Descrfptlon: =ro ` Q = /� : /u ' '. �.� ion TECHNOLOGY DRIVE N. VENICE, FL 34276 GLAZING DETAILS J ROSOWSKI • �O� •. S �� (941}480.1800 Rum - Date: :� F�, •.^toRID�.• \G�2� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 S Gh �� NAL �' 7AMILIiWRE. � 'Shoat• A.iU SeAas/NodeF. "SH-5500 Scale: NTS 5OF"13 wing No. MD-SH5500-01 Re r. C P.E.# 58705 REGISTRATION M296 TABLE 4: al. v Typos 5, 8,7a6 Design Pressure, Ibs7tl2 Re1nL L--- Rt Farall d.d.w8 seah ahea ANCHOR GROUP AND QUANTITY. EXTERIOR JAMB J HEADER MEETING RAIL EXTERIORIL IIII SASH a '�I �- HEIGHT 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) GI. -Type a eo0om sash OeacdllWn Sudwn ila4g-G- wghls- suit Rdghi R4n9n@0.. Design Pr-sure,IbsBtz Relnl. Level -' Whrlmv Euez u i648 Wmlh (fe) 52.175 23,5 EquHle 11394_ 4850 .7&e .65.0 .70.0 S10M ICaluge' 14.51T•15.870 45.0 .70.0 +M0 40,0 28 Equtne 11.68]-14.6t6 45.0 700 .6&0 -70.0 Standard PM" 11.377.11.582 .65.0 '•70.0 +65.0 .70.0 TWW.I 23.617-25.286 Y650 70.0 +850 -70.0 St.n&M WWII. 2095B-23.51¢ 466.0 -70.0 .65.0 •70.0 37376 Egm141e SlaMatd Pi 17.517-20.9157 14.517-17.516 46&0 4650 -70,0 •70.0 .465.0 +65.0 .70.0 •70.0 sted.11 11.377. 14,616 .65.0 70.0 466.0 70.0 T.Hot 27.583. 31.911 465.0 -70.0 .65.0 •70.0 Cielom size 28.617.27.582 465.0 -70.0 .65.0 -70.0 Slan67N Coittge 23.517-20.518 +650 -70.0 +86.0 -70A 44 Eq Mla. 20517. 23,518 465.0 •700 .05.0 .70.0 sb ezl NW- 17.617.20.518 4650 -70.0 465.0 -70.0 fI-Elie 14.§17 - 17.516 4654 -70.0 +85.0 -70.0 Shodeal 11.377-14.51E .650 1 -70.0 .65.0 -70.0 " Ta&at 31.093-35.911 4610 •70,0 405.0 .70.0 SlaMatd Callzgo 2&5t7-31582 AS.0 .700 .650 -700 EquaHte. 20.517.2&516 4650 -700 +650 -70.0 48 31aMaNPm4ce 17.517-20.516 .6511 -700 .61.a •100 • C.Izin She 14.517.-17.616 465.0 -70.0 465.0 -70.0 Clebm Sire 12.517. 14.516 .69.0 -700 .aD -700 - sharleat 11.377-12.51E 466.0 -70.0 +63.0 -7.0.0 p Tall"t ' 33.208.37.536 +650 -700 465.0 -70.0 s SlaMael College 25.517 - 33.207 465.0 -70.0 1 .0.0 -700 Eq'."'. 23.517-26.516 .65.0 --70.0 .6&e •7ee <9.6I5 Custom Size 40.517 - 23.510 .65.0 .70.0 .65.0 -70.0 Slond.Id P.A. 17.517-20.518 +65.0 -70.0 .65.0 -70.0 (:�ulom She f1.611-1T.518 465.0 -M. +65.0 •70.0 Cullom Elie 12.a17. 14.516 .650 .70.0 465.0 -70.0 Swat 1 11.377.12.51E .65.0 .70.0 .650 .70.0 Te0m1 38. W-41.641' +65.0 •10.0 +65.0 •70.0 SlandaN Mir' a 31.517 - 36,516 465.0 70.0 .55.0 -70.0 Ega"le 28.517.31.516 4650 .70.0 483.0 -70.0 61aManl PrWm 23.617.28616 4650 .700 465.0 .70.0 E2 Calem 5he 20.617-M.518 '465.0 -70.0 .0.0 -70.0 Cua1-Size 17.517-20516 465.0 -700 4650 -70.0 Custom Size 14.617-17.516 .65.0 •70.0 .8&0 4&1 ' Custom She 13.017-14.515 465.0 •70.0 +65:0 47.3 Shmleat' 11.664 - 13.016 465,0 •70.0 +E&0 46.6 T.11.1 30.517-41.644 465.0 -70.0 .850 -70.0 ' Clnlom Size 38.517.39.516 45.0 •70.0 -+65.0 -70.0 Ege1-41e 35.617-38.516 .664 .70.0 .65.0. .70.0 T6 Cmlam Size 31.617-35.616 45.0 -700 *65.0 -7D.0 61'r so PMAew 29.517,32.516 .85.0 -70.0 .65.0 -70.0 Qetom size 26.517.29.516 465.0 -70.0 +45.0 .67.3 SMdnl 24.964-28.616 46&0 700 4650 49.6 E4e11. 3&517-41.W1 465.0 -7&0 .650 B4 ClNoin size 33,517-38.616 4660 -70.0 405.11 47.3 Sledad Pro I- 33.684-35.510 .65.0 .70.0 .65.0 4&5 91.76 Ta0p1 - 41.644 .55.0 .740 ♦85.0 4&5 Glam Types 6,7aa Design Pressure, Ibsde +65.0 /-70.0 ROIL L..1 R2 Forell window and seah alzea \ ANCHOR GROUP AND QUANTITY. E%7ERIOfl ujp I� JAMB 7 J HEADER MEETING RAIL _E�r- SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6,7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLYTO ALL FRAME TYPES& CONFicURATfONS) PRODUCT REVISED SEE TABLE 10, SHEET-9 FOR ANCHOR GROUP AND QUANTITY. - as complying with the Florida Building Code "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -50A38 (APPLIES TO ANY HEIGHT 91.78° ) - - NOA-No. 20-0401�.03 Air - Revision: - - E-p!ratlon Date,:-07/30/2025 �Y\O �` mrsF ��,� C) SASH HEIGHT CORRECTION: By. G AK-03/10/20 Mlam Dade'ProdugVe trot No.58705 7 •� ® NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. - - /�,y� t• ; ��.-, e O LC= 4!-Z - D-rip0Dn: DESIGN PRESSURE TABLES J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 2) FRAME DIMENSIONS ARE BUCK..SASH HEIGHT IS AS PER THE FIGURE.•'•r/ORIDM1.•'•G\=7WW �� (�1}480.1800 SINGLE HUNG WINDOW INSTALLATION -LM Date: 05/15115 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 7 � NAL - �SIO \ (� Sertes/IlOddl: " Scale: Sheet Drawing ND, -Rev: ON THE TABLE. - A, LYtJtJ MILLEIt�,P.E SH-5600 NTS 6OF 13 .. MD=SH5500-01 C. " P.ER58705 REOISTRATION#29298 010®Type 8-12.15616 Reinf-Le.1 a. I.. sash 13mcdplimkv Dlro mango®Wudm Hriohl 61-n - Sash Height Range I.) 4 Design Pressure, Ibe01 Wt4,w6uck WdulM W1o40 48 1 52.125 54 M Equolmote 11.114 +70.0 •110.0 +70.0 •110.0 +7o,0 -110o +70.0 -110.a Swdatd C.H ge 14.517. 15870 -70.0 •110A 470.0 •110.0 +70.0 •110.0 QOD -110.0 28 E dAw. 11,583- 14.510 +70.D -1100 +700 -1.10.0 -70.0 -1100 -70.0 4100 'st-d eP,.a4 11.377 - 11.582 -70.0 •110.0 -70.0 -110.0 +700 !In -70.0 -110.0 TOW 21517-25.286 +70,0 .110.0 +70D .110.0 -700 •110.0 +0.0 410.0 Sfmdad COBege 20058-23.518 -70.0 -110.0 -70.0 •110.0 +70.0 -1100 +70.0 .110.0 37.376 Equa4010 17.517. 20.057 -70.0 -1100 -70.0 .110,0 .70,0 A10.0 +T D =1D00 SlaWad PrtnlaN 14517-17.516 .700 -1100 -700 •1100 +70.0 .110.0 +70.0 .110.0 slndnt 11.377-14510' -70.0 .110.0 470.0 -/10.0 470.0 -10L0 +m0 -103.0 T.U.i 27.583.31.011 +70.0 -110.01 +700 •10.0 1 +70D .910 +70.D -g00 Ginn. Sim 26.517-27,582 Me .110.0 +700 -110.0 +70,0 -1100 +70.0 -1100 'S1tmBad C06age 23.517=26.518 +70D 4100 +70.0 •11DA +70.0 .110.0 +ro.0 .110.0 44 Eq�4Ue S-I.W Rdiew 30.51T-23.S10 17.517.20516 .70.0 Me -110.0 410.0 +700 +700 •1100 •110.0 +T0.0 -70.0 •110.0 .110.0 +0.0 +70.0 •1 f0.0 .110.0 0.1-Sae 14.517-17516 +70.0 21D.0 -70.0 •110.0 -70.0 -1100 +70.0 -110.5 Shodest 11.377. 14.518 -70.0 410.0 +700 .110.0 +70.0 2071 +m0 -10 5 TaBW 31.583. 35811 +70,0 .110.0 +10A -WA +700 .610 +70.0 .00.0 Slendvd C00ogv- 26.617-31.SB7, +70:0 -110.0 +70.0 •1f0,0 +70,0 -1100 me A10.0 EgwHge 20.517-26516 -70.0 410D +700 .110.0 -70.0 .110,0 +70.0 1 •110.0 40 BlaMad Rmbw 17.517-20.111 .700 -1.10.0 +10.0 •110.0 -0.0 •110.o `70.0 -li0.0 CuslOm sire 14.517-17518 -70-0 410.0 -70.0 -110.0 +0 m -110.0 +ro,0 -110.0 CwWm Size 12517-14.510 +70.0 -1100 -70.0 -110.0 -70.0 -110A +ro.0 1..0 u ShM t 11.3T7. 12518[470.0 410.0 .70.0 •1100 +70.0 -110.0 +7oD -110.0 n Tagmt 31208. 37.536 •110.0 1"0 -g9.0 .770.0 -no +me 55.0 Slandod Omp 26.517-33.207 •110.0 +70.0 •110.0 .70.0 .110.0 +m0 .110.0 tl Ega1174e 23.517-28.518 -1100 +700 •110.0 -7010 •110.0 +ro,0 -110.0 C..Sae 20517-23518 -1100 N00 4IUD -Me -110.0 +70.0 -110D 48.825 6tordatd Nmiew 17.517.2051E 4100 +70.0 410.0 ♦70.0 410.0 +70.0 -110.0 �y Caebm6ae 14,617-17,518 4100 .700 -1100.+7a.0 -1./0.0 -70.0 -110.0. Gtam Sae 12517. 14.518 410.0 +70D •1t0.0 +70.0 -j10.0 +70,0 .110.0 sh.n.1 11.3"- 12.510 •110.0 +70A •1100 +700 -1100 +70D 110.0 W.1 30517.41.644 470.0 -IM0 +700 .110,0 +7n.0 AID 1 +70.0 1.110.0 Slandad Collage' 31.517-30.51E +70.0 410D +70D .1100 +700 -110.0 +70.0 -00D Equ Wa ' 20,517-31.516 +70.0 -110.0 +700 '-110.0 -70.0 .110.0 +70.0 -110.0 Siaidad Pm . 23.517-20,518 +70.0 -t! +70.0 •110.0 -70.0 -1100 -70.0 TWA 82 CmW,95ize 20.517+23.516 +70.0 -110.0 +70.0 •110.0 +70.0 -110.0 -70.0 -110.0 C.Icm Sae 17.517-20.516 +700 .110.0. +70.0 410.0 +700 4*0 s70.0 -110.0 Cuebmsae 14.517-17.516 470.0 .110,0 +700 7110.0 -70.0 -11D.0 +70.0 •110D - G61am Size 13017-14.510 +70.0 410.0 +700 -110.0 -70.0 -1100 +70D 410.0 6lalesl 11.884-13,01E +70.0 -110.0 "Do -1100 +70,0 •110.0 +70.0 -110.0 Tageal 32,517-41.644 +700 -1100 +70.0 .110.0 +70,0 410.0 -70.0 •110A Gatemsae 355t7-39.516 470.0 .110,0 +70.0 410.0 +70,0 .110.0 -70.0 •1100 Eq-1-1b 3S,07. 30516 +70.0 410.0 .70.0 •110D 470.0 AVID '+700 •1 75 Cmlom S[za 32.517. 35.510 +70.0 •110.0 +700 •110.0 +70.0 '•110.0 +70.0 -110.0 SlaMad P,aiew 20.517-326I8 -70.0 410.0 -Zoo .110,0 +70.0 .110.0 +70.0 410.0 Custom Sae 28,5iT-29.510 +70.0 -110.0 +70.0 .110.0 .70.0 410.0 +70.0 410.0 Shmtml 24.884 - 26.518. '+70.0 4100 +7110 410.0 -70.0 -1100 +70.0 410D 4 e E ❑ g� 3857-41.044 1 +70.0 -1100 +m0 410.0 -70.0 -110.0 +7a0 •110.0 B4 Custom sae' 3N"'38s16 +701 410.0 +7e. -110.0 +7. AND +70.0 •110A &landed Pteemv' 33,B84-]55f8 +70.0 -110.0 +7 D •110A +7a.0 -1f00 +700 ,110.0 0f.711 T.O.41 - - 41.644 +79.0 -110.0 +70.0 -1100 -70.0 -110.0 +70.0 -110.0 SEE !ABLE 11 • SHEE 110 1•UK ANL;HUK UKUUP AN UUAN I I I Y. MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-50.136 (APPLIES TO ANY HEIGHT 91-:78" OR LESS) - m;." .. : o mmm= ®" ®" mIala: m SEE -I A141-E 11. SNEtI 1 U t•UK ANUHUK UKUUP ANU UUAN 1 I I Y. MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50,136 ' (APPLIES TO ANY HEIGHT 91.78" OR LESS) 10 y LYN! t /, j 140- 58706 , SASH HEIGHT & GLASS -TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) o.o -gLt GLASS TYPES.9 THROUGH o.D -9t.e 16 MAY NOT BE USED WITH f o.o .oaD ,j-CHANNEL OR INTEGRAL PRODUCT REVISED D.D -eo.o - FIN FRAMES m as complying with the Florida Building Code NOA-No. 20-0401.03 iaderon: - Ex Iratlon Date: 7/30/2025 C) SASH HEIGHT CORRECTION: AK - 03/10/20 - By. MIS - Dade Produ-"0 rol NOTES: _ - - - De5ar7p0an: Drown W. '1) USE THESE,TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. • = �` /� �V ' • �' O� '.• S 1076TECHNOLOGYDRIVE N. VENICE, FL M276 DESIGN PRESSURE TABLES J ROSOWSKI 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. A7E OF .•' (V�� 1�'••F�Oatp�.,-•G\a; (941}48D•1600 710e: SINGLE HUNG WINDOW INSTALLATION - LM Date: 05/1.5/15 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN f y�iSj�OI�i{t- E ��` Sei/ee/Modak Srnle: Sheet- Omlring (fa Rer.- ONTHETABLE. • ALJMMiLLWP.E. ' SH-5500 NTS 7 OF 13 MD-SH. 5 5 0 0 - 0 1 C P.E.1758705 fiE013TRAT10Nt9292BB ..6255" 1 .062" , 1�483" O CCHANNELFRAME .625" 376' 1 HEAD/JAMB a�Po 2.444„ a�000 o .625" 0 J-CHANNEL 1.375' O FRAME SILL .625" 7F 1.630° �o T .066, 0 0. .065" 1.375` 1.231" 1.000" �- O14 FIXED MEETING RAIL 16 SASH RAIL, J I 1.483" El C\FLANGE FRAME J HEADMAMB 3A83" . oi-- .062` � p P 2.444" -j OFLANGE FRAME SILL - 3.500" 3.500 --►f-- .062" ; -#r- .062" Li p� P 1.483• as El El 1.463" OFIN FRAME O EQUAL LEG FRAME HEAD/JAMB HEAD/JAMB L LIGHT SASH 23 REINFORCEMENT 1141:189---1 - , UD7B" .810"+ .150" HD SASH 25 REINFORCEMENT 3.483" -►{ 070" 1.182" I-r- 3:483" ►-{ .070° Di-- .062" j 1.036" 1.041" .062" .791" 1 L 'ICI 2.444►{ 1.331" r- 1.340" I-!- 2.444 STANDARD- HD MEETING RAIL 26 EETING.RAIL 27 REINFORCEMENT Or a R � REINFORCEMENT 1.375" FIN FRAME O EQUALLEG SILL FRAME SILL 1.215° 1.376" I"`- 2.100" �{ 2.176" 1.472" ;�341" 974" 1i " 471�. .355.. { � .590" .035° - O�Ir} U -'- .07 .050" :050° • J } .070"' BALANCE 06SASH STOP I LIFT RAIL LIFT RAIL BEVELED BEVELED 17 COVER 111 SCREW COVER t9 INTERLOCK 20. INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 .3t8• .300° I� I} .864" II�r .175" LL .754750 II--��-- " ." ,035"-r-{�r-� .025°-�-�•+-� LAMnG EXTRUDED ROLLEb. 72 BEADING 80 SCREEN FRAME 91 SCREEN FRAME G.... :��..... Cam,-'' 1' 6 '•. l No. 53705 •�,� •' z'r -_ -� : � / I = %° '• l in7/J D �= %��'•., T TE F ;' (V C�S'•"4oRIDN,:-•• :, � N S10lv%lLi %% A. LYNNMILLER,P.E ® RCeleNO CHANGES THIS SHEET- AK - 03/10/26 ey"Iratl Date•7/30/2025 Miam Dade Product-Qo rtrol D-gipRon: - - WINDOW EXTRUSIONS Drown W. . . J RQ$OWSKI- . 107oTECHNOLoovDritvE- N. VENICE, FL 34275 (941}-080-1800 i1Wi SINGLE HUNG WINDOW INSTALLATION - LM Dale: 05/1.5/15 ereeoe NTSet OHF 13 DIng M. 1 MD-S115500-01 R- C Bill of Material # Part # Description Material 1 620101 Single Hung Frame Head & Jambs - J-Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange pVC 3 620103 Single Hung Frame Head& Jambs- Fin PVC 4 620104 - Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 ' 620105. . SH/DH Frame Sill - J-Channel PVC 6 6201,06 SH/DH Frame Sill - Flange PVC 7 620107 SH/DH Frame Sill - Fin PVC 8 " 620108 SH/DH Frame Sill - Equal Leg/Box PVC 14 620131 Fix'edMeeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 - Balance Cover - PVC 1B 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6005 TS AI 20 62014.4 Pull tail Interlock Cover PVC 21 620157 - Beveled Interlock ' 6005 T5 AI 22 620145 Beveled Interlock Cover PVC 23 620150 light Sash Reinforcement 6063 T6 At 25 620152 HD Sash Reinforcement 6063 VT( 26 620153 Standard Meeting Rail Reinforcement 6005 75 AI 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 30 61644 Weatherstrip, AST' x .270" Fin Pile 31 1 SQ300 lWastherstrilp, .lW' x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PalyPile 33 81825 Weatherstrip Plug, .220" Finseal 35 78X1MTTT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 78X3THPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 38 720210 Weep Hole Cover .` PVC 40 720XI000( Constant Force Balance 41 - #B x 3K' Ph. FH SMS (Con- Force Balance Screw) SS 42 Iiipiral Belance 43 1 720205 16piral Balance Shoe Nylon 44 1 78X114FPAX #B x'IIA14" Ph. FH SMS (Spiral Balance Screw) 41O SS 'Part # Description Material 76 Kommerling 48G TP.S Spacer System 77 Quanez Super Spacer nXr with Hot Melt Butyl See this Sheet•for 78 Quanex Duraseal Spacer Materials 79 Cardinal.XL Edge Spacer rctrtrctrvct I ta, rccrurt I a: r I �ror I h aaoaa oylu T.PIP II !:nMT - Bill of Material, cont. # Part # Description Material 45 720197 Auto Lock Mechanism C:Steel 46 720198&9 Sweep Lock Cast Zinc 4T 720195&6 Auto Lock Cover Assembly Cast Zinc 48 76XI18OPTX #6 x 1-1/8" Ph- FH SDS (Auto and Sweep Lack 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 1 420182 UR Pull Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 3/4" Ph- FH SDS (Comer Key Screw) SS 54 420183 Tilt'Latch PVC 55 420184 Till latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 ' 720192 Metal Tift Latch Finger Pull Cast Zinc 59 420180 Pivot Bar Comer Key PVC 60 720206 1 Pivot Bar SS 63 720191 Sash Pull Handle Cast Zinc 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) 8S 66 42018B Bottom Latch Strike Plate Cast Zinc 67 ?78588 #8 x 5/8" Ph. FH.SMS (Strike Plate Screw) SS 72 720135 Laml I.G. Bead, PVC 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 75 71646N Setting Block (7/8" x 1" x 1/811), 85 +/- 5 duro. EPDM 80 61012 ' Extruded Screen.Frame Alum Ti- 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 84 47041 Screen Comer Key without Pull Ring X2 PVC 85 7CASPM- Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 1 61635/61614 -140" Screen Spline (MachinelHarid'Rolled) Vinyl NOTES: r 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9-13, 15, 24, 28. 29, 34, 39, 61, 62, 68,71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. . tlllllll/ LYNIV No.50705 -� /�� t Q' 1070 TECHNOLOOV ��' SAT OF N. VENICE, FL 34275 i.��(+s '••:�,/ ORIDA.•'•G1 `� (941)4a .1500 �S�OiVr'1L A. LYNN MILLER. P.E. SILICONE HOT -MELT BUTYL STRUCTURAL STRUCTURAL SILICONE POLYISOBUTYLENE 1/4" NOM, FOAM 3/18" NOM- WITH DESICCANT WITH DESICCANT EXT. GLASS - EXT. GLASS • INT. GLASS INT. GLASS KODISPACE SUPER 7e 4SG TPS 77 SPACER® NXT"rm REINFORCEMENT POLYISO- DESICCAh1TFILL AREA BUTYLENE 5l16" tJOM. 5/16" NOM. SEAL BUTYL . SILICONESEAL DESICCANT ROLL -FORMED FOAM STAINLESS -STEE ' EXT. GLASS EXT. GLASS r INT. GLASS INT- GLASS 7e DURASEA0 XL EDGETM 79. SPACER SPACER PRODUCT REVISED as comps Ing with the Florida Building Code NOA-No.. 2'0-0401.03 ieNalon:' Ex iatoDate1 019025 . C) ADDED BACKBEDDING. AK - 03/10/20 y Miemf Dade Product ,troll Deeor7p5an: - BILL OF MATERIAL (BOM) .Drum By:_ J ROSOWSKI 31NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 •1 Serree/Nodele SH-5500. Style: NTS Shea}:' 1 12 OF 13 Dl hw No. MD-SH5500-01 Rev: C OPT: SWEEP LOCK AA 1, �ryI�7'j�� /� 46 B q8 O`PT..AUTO LOCK - r OPT. PULL RAIL INTERLOCK& COVER MITERED FRAME WITH INTERIOR AND EXTERIOR 16 FRAME WELDS BALANCE OPT. PULL HANDLE WITH LATCH 65 :'- OP7. PULL OPT. BEVELED INTERLOCK & COVER .� MITERED FRAME WITH SASE{ - INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS. }-\ :-f: •` � ae DETAILS EXTTEERIOR`1-•��. OR(B4 - ATTACHES TO a PRODUCT REVISED 5 �• `�-_-B 53 ' as complying with the Florida Building Code �• — `% NOA-No. 20-0401.03 FRAME �1� !�� Revision; Ex Irat)on�Dat�e 7/30/2025 ®: ��... LYN�'�hy,,', C) NO CHANGES THIS.SHEET. By; ASSEMBLY `', iC{? UeXt� DETAILS ��,.•:'��cENSF'.!� �`� _ `2- • ;6`� AK - 03/10/20 Mlam Dade Produert-so trot No.587U5 D"cdptron: - .Dmwn By' EXTERIOR `�' - �_ 1070TECHNOLOGYDRNE EXPLODED ASSEMBLY J ROSOWSKI ��O '•, �F� N. VENICE, FL 34275 NOTES: [V�: TWs: - - Date: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ;,; �5;-••Fc9RIOP..•-G��'� 1e�1>•aeo-l600 SINGLE HUNG WINDOW INSTALLATION — LM 05/15/15 2) J-CHANNEL FRAME SHOWN. PARTS it 1 & 5. OTHER FRAME TYPES APPLY- �, S/ 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & T. v/7'NAL �� Selres/6fodeL• Srnle: snest: DmMrmJ No. Rer. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A. L�NIC MILlt?�t, P.E SH-5500 NTS 13 OF 13 MD-S H 5500-01 C P.E.iF 58705 REGISTRATION i{292ti8