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HomeMy WebLinkAboutNotice of AcceptanceFile, C :, -T<+r File Copy REVIEWED FOR M IAM I•DADE CODE ®® N�CO P L' A N DADE COUNTY, FLORIDA 6.e I COUNTY _JRODUCT CONTROL SECTION �?T® V V 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC joEyfEMR41f/Z� Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. REP, 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-5400" PVC Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, 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 ofAcceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate -this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building. Official. This NOA revises and renews NOA No.17-063,0.06 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. T71161,20 NOA No. 20-0401.04 MIAI` DADECOUNTY ExpirationDate: July30,2025 ®®Approval Date: July 23, 2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, 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.17-0630.06) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS.203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.04) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS.202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with 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. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underNOA,No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 Manuel Perez,'P.E. Product Control Ex r NOA No. 20- 01.0 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (coNTiNuED) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. 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. 2. 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. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. ,Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed -by Anthony Lynn Miller, P.E. (Submitted under NOA No.17-0630.06 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. 17-0630.06 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No. 16-0 714.04) 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 Section. (Submitted under NOA No. 15-0519.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400" PVC Single Hung Window - N.I. approved on 08/18/16 and expiring on 07/30/20. Manuel Perez, P.E. Product Control Ex n r NOA No. 20-0,401.Oj Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, 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 Dowsi1983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 05115115, 08/29/17 and updated on 03/10/20 to the FBC 71 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- 01.0 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. 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. 2. 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. 3. 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.71 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. 17-0630.06, issued to PGT Industries, Inc. for their Series "SH-5400" PVC Single Hung Window - N.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 28-1/8" MAX. O.C. RADIUSTOP HEADER (SM& 12°MAX. FROM FOR ALL FRAME SEAM WINDOWTYPES) 52.1/8" MAX. BUCK WIDTH 30" 12" MAX, B, SEE SHEE'r3 -- - MAX. D.C. B. SEE �. 30" MAX. O.C. A SEE r SHEET �-M-I---12"MAX. SHEET 31 A, SEE 1 SHEET 3 EQUALLY EQUALLY / 17-7/8" MAX. O.C. SPACED SPACED ANCHORSE ANCHORS PER TABLES 6 & 7 TABLES 6 & 7 O 1 84" T 1 - MAX. x 10"MAX. O.C. BUCK HEIGHT EQUALLY '�/ 13-3/ MAX, D.C. EQUALLY SPACED / SPACED ANCHORS PER I , ANCHORS PER TABLE TABLES6&7 A I TABLES6&7 % 6.112' MAX. B4 NOANCHORS ATSILL r SEESILLWEEP- BE 52-1/8" MAX. BUCK WIDTH NOTCH DETAILS, SHEETS ' FIXED VISIBLE LIGHT WIDTH 12-L, - B, SEE _ FIXED SHEET3 _ /VISIBLE LIGHT T- 17-7/8•MAX. O.C. A, SEE SHEETS - HEIGHT -� EQUALLY / 91.78" SPACED 0i J MAX. ANCHORS PER BUCK _I- HEIGHT TABLES6&7 x /� l� 10" MAX. D.C. SASH 13-314" MAX. O.C. EQUALLY VISIBLE �- SPACED - LIGHT ANCHORS PER / HEIGHT Al TABLES 6 &7 - 6-1/Z MAX. � . - •\ I SEESILLWEEP- B - ANCHORS AT SILL SASH VISIBLE LIGHT WID•fH NOTCH DETAILS, SHEET 21-518" ANCHORAGE EXAMPLE MAX. O.C. FOR ARCH -TOP HEADER (SIM. FORALL �WINOOWTYPES) �[f I6" MAX. FROM ES / "FRAM EAM D. SEE SHEET4 30" MAX. O.C. - 12" MAX. C. SEE SHEET4 2" MAX. � • / 17-7718" LMAX. O.C. O / 62" MAX. x ^ 101' MAX.I0 C. BUCK _ HEIGHT —� — 13a14° MAX. D.C. SEE / SHEETS 8$9 •, 6.1/Z MAX. `` � SEESILLWEEP- 52-1/8" MAX. BUCK WIDTH NOTCH DETAILS, SHEET ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYR FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW 75" HEIGHT SEE TABLES 4 - 7 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 REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 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 1-12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" 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) OR ARCHITECT OF RECORD, (AOR). , 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR. STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY.. FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)114. 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 TESTING AND GLASS PER ASTM E1300. CC B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM El 300. DESIGN PRESSURERATING IMPACTRATING VARIES PER REINFORCEMENT NOT RATED FOR LEVEL, SEE SHEETS 6-7 IMPACT RESISTANCE 52-118" MAX. BUCK WIDTH SEE SHEETS 1-1/4" 8$9 T O / 84" BUCK - I HEIGHT AS SHOWN x 4 (91:78' MAX.) Or----J 1-1/4" -►{-) SEESILLWEEP- NOTCH DETAILS, SHEET4 ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION ANCHORED THROUGH THE NAIL -FIN (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES ...........:..................................... 1 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 QUANTITIES ........ _..... .:............... _.-, 8-9 EXTRUSION PROFILES ........................................ 10 ASSEMBLY & PARTS LIST: .................................. 11-12 C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION 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 • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 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 • ASTM E1300-09 PRODUCT REVISED WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ALUMINUM DESIGN MANUAL, ADM-2015 ascomplying oBuilding Code With the Florida 10) REFERENCES: TEST REPORTS FTL-7964; ELCO ULTRACON NOA; DEWALT ULTRACON+; ELCOIDEWALT CRETEFLPX NOA; ELCO/DEWALTAGGRE-GATOR NOAI • AISI S1000.16 -ENERGI WINDOW AND DOOR PROFILES, LTD WHITE $ BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S• • 'AISC 360-16 NO/4-No. 20-0401.04 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ANSI/AF&PA NDS& ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 111Y LY Iv l//r/i ,�� t��."•...... ��'�� Re4ieiun: C) UPDATED TO FBC 2020, E% Tration Date• 713012021 By i QCENSF ••, ((� in REVISED ANCHOR TYPE Miam 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. ` Q�r•• -•,� - TABLE. made Produc�t'Co tree 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. �• : No, 58705 AK - 3/10/20 3) KNOWING YOUR GLAZING OPTION.(TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN y} _ 4 .IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW -0 %�i - Oexrlp6on: _ Grown By: OPENING OBTAINED IN STES OPENING OBTAINED IN STEP 1. P 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7. VERIFY THE ANCHOR/SUBSTRATE W/T 1070 TECHNOLOGY DRNE GENERAL NOTES &ELEVATION' J ROSOWSKI WILL MEET REQUIREMENTSN.VENICEFL34275 FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. 5) INSTALL ASPER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FININSTALLATION. 'n'• W E OF (V i�s '••ZORIDR,.•' ���� S,7G (9y1ry86,1600 TfBe: SINGLE HUNG WINDOW INSTi4LLATION-NI Die; 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAMETYPES (J-CHANNEL, FLANGE, '/, ONAL EN ��� `� A/ItYMNIMILLE)2, P.E. Series/Madaf: Scafe: Sheet: Dmwing No. Rer. INTEGRAL FIN OR EQUAL LEG(BOX). P.E#5870s REGISTRATION 0292s8 SH-5400 NTS 1 OF 12 MD-SH5400-01 C Glass Type - Description (Listed from Exterior to Interior) Design Pressure Table #I Sheet# 1 3/4" I.G.: 1/8" A Exterior Cap + 1/T Air Space + 1/8" A Exterior Cap 4 6 2 3/4" I.G.: 1/8" T Exterior Cap + 1/2' Air Space + 1/6" T Exterior Cap 4,5 6,7 3 3/4" I.G.: 3116" A Exterior Cap + 3/8" Air Space + 3/16" A Exterior Cap 4,5 6.7 4 314" I.G.: 3116" T Exterior Cap + 318" Air Space + 3/16" T Exterior Cap 4,5 6,7 A-=ruvrvr�ccu; i - icn,rcrtcu TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge Distance Min. Embedment* A #10 SMS (steel, SM S.S. or410 S.S.) P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Steel, A36• 3/8" 0.050" Steel Stud, A653 Gr. 33• 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5' 3/8" 0.050" 3/16" steel Ultracon or Ultracon+ P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 3 ksi) 1" 1-3/8" 3/16" steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 3/16" steel Ultracon+ Ungrouted CMU, (ASTM C=90) 1" 1-1/4" #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116" 1-3/8" Steel. A36• WIT' 0.050" Steel Stud, A653 Gr. 33• 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5• 318" 0.063" B 1/4" steel Ultracon or Ultracon+ P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Cretellex P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-318" 114" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" C 1!4" steel Ultracon+ Concrete (min. 3 ksi) 1-3116" 1-3/4" Ungrouted CMU, (ASTM C-90) 1" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" 1/4" steel Ultracon+ Concrete (min. 3 ksi) 2-1/2" 1-3/4" 1/4" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggre Gator Concrete min. 3.275 ksi 1-112" 1-318" Grouted CMU, (ASTM C-90) Z. 2" �G�roup�Anchor Substrate Min. Edge Distance Min. Embedment• ail P.T. Southern Pine (SG=.55) 318" 2-7116" 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/1B" F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 1/2" 1-3/8" Aluminum, 6063-T5• 3/8" 0.050" Steel Stud, Gr. 33• 3/8° 0.0451" (18 Ga.) Steel, A36• 3/8" 0.050" ' - #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/16" 1-318" Aluminum, 6063-T5' 3/8" 11.o63" Steel Stud, Gr. 33• 3/8" 0.050" Steel, A36• 3/8" 0.050" MIN. Material Min. Fv Min. F" St —IS.— 92 Kell 120 ksl 188 Screw 60 ksi 95 ksl 410 Screw 90 ksl 110 ksl EIco/DeWalt Aggre-Gatoril 57 ksi 96 ksi Elm UltmCwG 155 ksi 177 ksl 3116" DeWalt UltmC-+* 117 ksi 164 ksi 114" DeWalt Ull.Con+0 410 SS E,1 o0ewall CreteFle.0 148 ksi 127.4 ksi 164 ksl 189.7 ksi 8063-TS Aluminum 15 ksi 22 ksi A36 Steel 56 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi Frame Types Glass Options Frame Conggs. Frame Shapes Installation Optionsthatmay beused (see Fig B) (see Table 1) (see Fig A) (see Fig C) ....Into 2X Wood FramelBuckstrip - sheet 3, option 1 Flange 2 1-4 Equal-Ute, OdelfPrmlew & Cottage SquarelRect., Arch -Tap & Radius -Top Through the frame f the window...... ....into Concrete/CMU - sheet 3, option 2 .... through Into ConcreteCMU -sheet 3, option 3 Into Metal -sheet 3, option 4 ....Into 2X Wood Fmme/Buckstrip - sheet 3, option 1 Box I Equal -Leg (#4) 1-4 Equal-Ute, Orlel/ProNew & Cottage Square/Rect., Arch -Top & Radius -Top Through the frame ofthe window...... ....Into Concrete/CMU - sheet 3, option 2 -,,,through 1X BuckstrlInto ConcretelCMU -sheet 3, option 3 ,•„into Metal - sheet 3, option 4 J-Channel C#1) 1-4 Equal-Ute, OrleCottagew &Cottage Square/Rect., Radius-TArch-Top & Radius -Top Through the Integral An...... ....Into 2X Wood Frame/Buckstdp - sheet 4, option 5 ....Into Metal - sheet 4, option 7 'Keough the frame of the window...... Into 2X Wood Frame/Suckstd sheet 4, option 6 P - Pt ,,,,Into Metal - sheet 4, option 8 Through the ....Into 2X Wood FmmelBuckstdp - sheet 4, option 5 ....Into Metal - sheet 4, option 7 Integral Fin (#3) 1-4 Equal-Ute, O& Cottage & Cottage SquarelRect., & Arch-TopRadius-Top Radius -Top Integral fin...... Through the frame of the window...... ••••Into 2X Wood Frame/Buckstrip -sheet 4, option 6 ,,,,Into Metal - sheet 4, option 8 EQUAL-LITE ORIEL COTTAGE —� BUCK WIDTH BUCK WIDTH— \ x --I BUCK WIDTH�— x x x c9 U RECTANGULAR U W RADIUS -TOP U IS ARCH -TOP JW x WINDOW 5HAI tS AS AaUvt L)K tjIMIl t/ t AYrnuveu. b .. ­T BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-9. .. , ... . 2 fl FLANGE o - 4 BOX OR EQUAL - LEG r� 1 fl� J-CHANNEL 0 D 3 fl� INTEGRAL FIN PRODUCT REVISED as complying with the Florida Building Code ONY LYN,v ' C) REVISED ANCHOR TYPE By Qa6__1 P�.•'' �10CNSF'' �!� TABLE. Mlam pade Produc,YC troll No. 58705� ' AK - 3/10/20 M = ® Drawn ey: poscApllon: �J3': O!'f 7 �y 1070 TECHNOLOGY DRNE GLASS/ANCHORS/FRAME OPTIONS. J ROSOWSKI ff ^ (V \ N. VENICE, FL 34275 fie: ST'•, FAT OF (V (941}480-1600 llBe: '.,6`S,s••.<oRlDr,.• ��,� SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 'ANAL G' 0 1?1\ Sedas/Modeh Scvle: Sheet 0 vwing Nv. Ror. A. i.S'MN it `RE SH-5400 I NTS 1 2 OF 12 MD-SH5400-01 C INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 'I EDGE DISTANCE ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. -7— SEE NOTE 2, THIS SHEET. EMBEDMENT T EDGE FLANGE FRAME (j DISTANCE SHOWN II BUCK HEIGHT T1/4".MAX SHIM TYP. ANCHOR Ty TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. 1/4" MAX SHIM ❑q 18 D44 BALANCE TYPE VARIES 42 WITH SASH WEIGHT ! j LIL— FIXED 19 20 OPT. SASH TOP FLANGE VISIBLE J LIFT RAIL FRAME LIGHT I FOR ALL WINDOWS: NOTES: SHOWN HEIGHT y 48 1 ANCHOR @.3.55" 1) USE ONLY J 49 21 FROM END AND AT SUBSTRATE -APPROPRIATE O 22 CENTER. FOR WINDOWS ANCHORS LISTED ON TABLE 2, AND OVER 35" WIDE: SHEET 2. FOLLOW EMBEDMENT EDGE DISTANCE LIMITS. ANY g14 p ADD ADDITIONAL INSTALLATION OPTION SHOWN MAY 45 46 47 35 SCREWS @16-3/8" FROM END. BE USED ON ANY SIDE OF THE NDOW �-' SASH EXTERIOR VISIBLI LIGHT HEIGH- oPr. 88 (2) to 81 31 30 NOTCHES EACH Et EQUAL-LEGBOX ° ��OO� FRAME SHOWN" o .27"X 1.26' ' WEEPHOLE ?',e W/COVER @ 38 2.8T' FROM EACH END. VERTICAL SECTION B-B FIXED VISIBLE INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X. • BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 16 1/4" MAX SHIM —► i �+ SASH VISIBLE 17 EDGE LIGHT WIDTH rr a I� + : DISTANCE EXTERIOR ID OLIGHT WIDTH EQUAL _LEG/BOX BUCK WIDTH FRAME HORIZONTAL SECTION A -A SHOWN TYP. ANCHOR TYPE, EMBEDMENT 7. AND EDGE ' DISTANCE PER • EDGE SUBSTRATE, '• DISTANCE SEETABLE2, SHEET 2. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. FOR WINDOWS WITH BOTTOM LOCKS: WI 114" MAX. ANCHORS MAY BE SHIM #10 OR #12 STEEL (� 1/4" MIAX. ADD ADDITIONAL 2) MASONRY USED WOOD AS PER TABLE 2, SELF -DRILLING I SHIM SCREWS @ 8-3/8" FROM END. ALL WOOD BUCKS LESS SMS (G5), SEE SHEET 2: ALL Z ❑ TABLE 2, I THAN 1-112"THICK ARE TO BE SHEET2. CONSIDERED 1X INSTALLATIONS. 1X D❑� WOOD "BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS USE EITHER DEPICTED AS 2% ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS ^ !� LATCH OR BOTTOM LOCK. (WHEN USED) SHALL BE DESIGNED L� TO PROPERLY TRANSFER LOADS TO U EQUAL 64 TESTED UNIT LOCATION: 6-518" FROM SASH END. FLANGE THE STRUCTURE. WOOD BUCK FRAME n DESIGN AND INSTALLATION IS THE SHOWN I I RESPONSIBILITY OF THE ENGINEER LEG/BOX FRAME SHOWN OR ARCHITECT OF RECORD. ' EXTERIOR 86 3)'VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION J-L INSTALLATION REFERRED TO AS DAYLIGHT V PRODUCT REVISED (ALSO OPENING) IS MEASURED FROM OPTION 4 OPTION as complying with the Florida BEADING TO BEADING. ANCHORED THROUGH. ANCHORED THROUGH Building Code 114" MAX SHIM FRAME INTO METAL FRAME INTO METAL NOA-No. 20-0401.04 otv LYNN' '. RE l Date • 7/30/2025 �i C NO CHANGES THIS SHEET. Brlra NO ANCHORS REQUIRED IN ` � ,•'1.10ENS�:'••('� � VISIBLE LIGHT FORMULAS �' ��. AK - 3/10120 Mlam pads Product Co !rol FLANGE OR.: No. 58705 , EQUAL -LEG FRAMESILLS WIDTH = •�• - @SASH: BUCK WIDTH -fi4I2" _ �. 'jJ •'. `� it DRIVE DeacNp6on: Drorn By: FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI @ FIXED LITE: BUCKWIDTH-4-3/t3" I �0 1070 TECHNOLOGY 0, •., ST TE OF (V�� N. VENICE, FL 34276 Date: HEIGHT (EQUAL-LITE) (C` 'P<ORIDP ', (941}460-1s00 �. So••.....•G� SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 BUCK.HEIGHT/2-3-1511 6" /1 Sede/Madek Smle Sheet OmMngNo. Rev: fNf''AI1L11��\ ALYNNMIIIAR,P.E. SH-5400 NTS 3 OF 12 MD-SH5400-.01 C P.E.# 58705 REGISTRATION #29298 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 EMBEDMENT ANCHORED THROUGH INTEGRAL 1-- EMBEDMENT -r FIN INTO 2X WOOD FRAME OR ` BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE SHEET. TYP. ANCHOR TYPE, J-CHANNEL FRAME n 1 EMBEDMENT AND EDGE_ DISTANCE PER SUBSTRATE, SHOWN I I I 1 SEE TABLE 2, SHEET 2. r, (SCREW SHOWN) FIXED VISIBLE LIGHT HEIGHT L-IN' MAX SHIM r-`I EDGE R TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE- DISTANCE PER SUBSTRATE, IlUlll`I SEE TABLE SHEET 2. (NAIL SHOWN) L OPT. SASH TOP Q�( J-CHANNEL . LIFT RAIL FRAME FOR ALL WINDOWS: NOTES: SHOWN BUCK HEIGHT *SASH EXTERIOR VISIBLE - LIGHT 86 HEIGHT 16 OPT. (2)1„ 81 30 65 63 INTERIOR 31 WEEP NOTCHESAT 80 n EACH END. NO ANCHORS CIIIII REQUIRED IN FRAM 7 SILLS IF ANCHORING THROUGH FRAME. MAX 1/4"INTEGRAL FIN I-SHI SHIM FRAME SHOWN 27° X 1.25" WEEPHOLE 38 W/COVER @ 2.87" I FROM EACH END. TYP. ANCHOR TYPE, EDGE DISTANT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - SEE TABLE 3, SHEET 2. --it 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. 1 ANCHOR @ 3.55" E FROM END AND AT 1) USE ONLY CENTER. SUBSTRATE -APPROPRIATE FOR WINDOWS ANCHORS LISTED ON TABLES 2 & 3 OVER 36' WIDE: OF SHEET 2. FOLLOW EMBEDMENT ADD ADDITIONAL AND EDGE DISTANCE LIMITS. ANY SCREWS @16-318" INSTALLATION OPTION SHOWN MAY FROM END. BE USED ON.ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: ADD ADDITIONAL 2) MASONRY ANCHORS MAYBE SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2, FROM END. SHEET 2.•ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF USE EITHER UNIT IS INSTALLED DIRECTLYTO LATCH (SHOWN) SUBSTRATE. WOOD BUCKS OR BOTTOM - DEPICTED AS 2X ARE 1-10 THICK LOCK (SHEETS). OR GREATER. 1X AND 2X BUCKS TESTED UNIT (WHEN USED) SHALL BE DESIGNED LOCATION: 6-5/8" TO PROPERLY TRANSFER LOADS FROM SASH END. TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM BALANCE YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD.FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH 1!4" MAX SHIM I+- EDGE DISTANCE EXTERIOR (v, 87 JI \\ II II INTEGRAL FIXED VISIBLE �iJl\\\\���IIII'-ILJ' FIN LIGHT WIDTH FRAME 1 SHOWN BUCK WIDTH HORIZONTAL SECTION C-C 1/4" MAX FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES ADE-APPROVED MULLION #10 OR #12 STEEL 1/4" MAX. SELF-DRILLINGSHIM ZF1 SMS (G5), SEE TABLES 2 & 3,n. SHEET2. i � �- % I' i ' r 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR (ALSO REFERRED TO AS DAYLIGHT _ OPTION 7 OPENING),IS MEASURED FROM ANCHORED THROUGH BEADING TO BEADING. _ _ _ IN I EGRAL FiN Iry I G METAL 0p1Y LYNN LSCEN,q ' VISIBLE LIGHT FORMULAS Qa' F WIDTH No. .58705 t _ @SASH: BUCK WIDTH-6-12" @ FIXED LITE: BUCK WIDTH -4-3/8" - _ 1070 TECHNOLOGY DRIVE .'•1AIIQ •Ir N.VENICEFL34275 HEIGHT (EQUAL-LITE) Q.(1 E OF (G�� )do- BUCK HEIGHTl2-3-15116° i��•"ItORIDH.. •'•\C��� (941 1600 i� TONAL A. LYh1,1' UILkE , P.E. P F 4.gAms REGISTRATION 029296 EMBEDMENT d �TYP. ANCHOR TYPE,. • EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) PRODUCT REVISED as comp)yylng with the Florida Building Code - NOA-No. 20-0401.04 Ex piration Date• 7/30/2025 C) REVISED DADE MULLION By. ' NOTE. Mlam pade Product'C trot AK - 3/10/20 Dm rfptlon: 0mun By. - J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 8 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FIN/FLANGE REMOVED) SINGLE HUNG WINDOW INSTALLATION - NI J 05/15/15 SH-5400 I NTS 1 4 OF 12 1 MD-SH5400-01 I C 3/4" NOM. 1 /8" A GLASS 1/2" AIR SPACE- 1/8" A GLASS — a EXTERIOR GLASS TYPE 1 1/8" T GL 1/2" AIR 1/8" l G !" NOM.GLASS fE TYP. —1 3/4' NOM. [ — GLASS TYPE 2 3/4' NOM. 3/16" A GLASS 3/8" AIR SPACE 3/16" A GLASS aEXTERIOR Ea — GLASS TYPE 3 314" NOM. {+ 3116" T GLASS 3/8" AIR SPACE 3/16" T GLASS aEXTERIOR GLASS TYPE 4 ✓ �J PRODUCT REVISED 38 ae complyinwith the Florida Building Code L30 NOA-No. 20-0401.04 o • °• •• - ° .. `00 �yNNM/ ��,�' �,ICENgF'•.�� Revsion: C) NO CHANGES THIS SHEET. Ex Iratlon Date 7/30/2025 By TYP. GLAZING DETAIL •.• No. 58705 AK - 3/10/20 Mlam pad. Produet'Co trol =� '•. !3 !7 �= Dmcdptlw. GLAZING DETAILS Dmm By: J ROSOWSKI 1070TECHNOLOGY DRNE ��'• SAT OF (V�\ N. VENICE, FL 34275Dat. i �s •'•:c<�R......'G csa+iaeo-+eao ; GLAZING NOTES: "A"=ANNEALED �777s'ONAL eN '\' SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 'T' = TEMPERED 1j1 1 1 1 1 0 \ Serim/Model: Scale: Sheet DmMing Na. Rev. A. LYNN MILLER, P.E. SH-5400 NTS 5 OF 12 MD-SH5400-01 C P.E.#58705 REGISTRATION /Y19286 G1ess T7oes i-4 RaInL Lm'el R1 Bdn-SOM Des=Il11v br 9Le0 Range QWlndw Help Sete Sasn Helen Ral9a ON Design Prnssule (IbslltT) Windmv Bud Wldtb(ln IB 24 1 32 36 40 48 5Lll5 M.5VEO a 11.394 -Me -1n0.0 •5D0 -700.0 .0.0 -to40 +50.0 .100.0 +Sao -100.0 +SRD -N.0 •SOA 62.0 neae 14.517-15.870 •SOLD .100.0 -SOLO -400.0 ✓A.0 ADOD +50.0 -1000 •Sao .lone .SOLO -67.D +510 -90.0 28e 11.583-14.516 +910 -100.0 .00 AOQO 14:0 AM •50.0 -tOQD •SOLO -100.0 +sao Sao A7.1 11.377-11.582+MD4DOA .Sao 4000 •50.0 -lono •S0.0-IODD •SOLO -10D.0 .540 5a0 .94.0 21517-25.280 •BOLO -100.0 +5ao "'4000' •50.0 •100.0 .50.0 -loan +510 A00.0 +5110 •5a0 -77.9 1".2a958.23.516 -500 -1010 •SOLO 4000 10.0 -100.0 +50.0 100.D +5QO -700.0 •SOLO +Sao -78.1 3/.3)5O1e tL517-2D957 •50.0 -100.0 +500 •1000 +50.0 -1060 +50.0 -t040 +5¢0 -100.0 +560 .SOLO -78.0 SmudPrWw 14517-T1516 -MD -100.0 .560 .100.0 •5D.0 -1040 .50A 1040 •50.0 -100.D •Sao •Sao.752 *-78.3 S0ale9 t1.377-14.518 •50.0 -100A -520 -10a0 •50.0 -10DO .0 -10R0 •SOLO -10D.0 +5Q0 •SOLO -716 Tdlest 21.583-31911 +�A -IWO .5Q0 -1010 •50.0 -10¢0 .SOLO-a7.0 •me ER0 •5OL0 +50.0 -71.0 019anSte 28517-27.582 •San -t00.O +5ao -1D0.0 .50.0 -IDDO +50.0 -100.0 +50.0 -100.0 •50.0 •5¢O -73.9 SleedadCanape 23517-26516 •50.0 -100.0 •San -100.0 1A.0 -1Dt0 •50.0 -tORO •SOLO 400.0 +SOLO Ka0 -71.1 E4UA-Ile 20517-23515 •50.0-100.0 •50.0 -100.0 •5D.0 -10¢0 •50A -13QO •50.0 -100.0 +5Q0 .5Q0 •7n.3 Sfaldnd PrWw 17.517-20316 -Me •100.0R�D -Sao -10Do +50.0 AD&O -50,0 -iDQD •50.0 -100.0 +%D •705 •SOLO -70.4 Cu9om Blxa 14517-17516 +SOLO -10].0 -to0.0 +50.0 -100.0 •SD9 -t000 •50.0 -100.o +50.0 •".5 +5a0 -712 9hod.9 11.377-14516 •500 -100.0 -100.0 .50.0 -100.0 •50A -1D00 +SOLO -94.1 .50.0 .78.8 .50.0 .71.8 Tdlest 31.583 - 35.911 •510 -100.0 -1MO +50.0 'A9 IWO 633 -Me 683 +500 -74.9 .50.0 -69.1 StenalNWno 2n517-31.5� •SOLO -100.0 -1DQ0 .50.0 -1000 •50.0 -iDQD +510 66.4 +5DO -73.8 +50.0 -as EOvalile 20.577-26516 ."no -100.0 -1000 .50.0 -10¢0 •59 -1000 •50.0 632 •5¢0 -71.6 +5¢0 -619 42 Slaid:rd PWAM 17517-21516 .5aD •100.0 -1000 +50.0 -iDQD +510 -iDQD +Sao 67.1 •50.0 .74.9 +5an -67.0 Q 9al 9be 14517-17.516 .9an -100.DI -104n +50.0 •1000 •50A -1000 *Me 620 .5D0 -763 •5Q0 -%I fLslnn St. 12517-14.516 +540 -1010 400t •50.0 -10R0 .50.0 6fi7 -Sao 67.8 •SOLO -718 +50.0 48.9 Shaded 11377-12516 •5.40 -100.0I •1000 •SD.D -960 •5D.0 61B •ffi0 657 •500 -722 •5Ro -67.3 y T.U.1 31208-77536 •50.0 -10D.D •5DO -a5.4 -50.0 -843 +50.0 622 +540 -81.9 1 +50,0 -71.8 +SOLO 6fi8 S Standard Canape 26517-33207 +SOLO -100.D +500 -70DO +50.0 1Do,0 +50.0 -loan +Sao -93.6 •500 -71.1 -SOLO 63.3 EeD lte 21517-28516 +SOLO -100.0 +5a0 -tme +M.0 -100.0 +,`0.0 -10OLO +50.0 645 •SOLO -72.8 +500 -65.1 Cud_Sl,. 20.517-23.518 -Me •100.0 +500 -10DO +50.0 -100.0 .50.0 -100.0 •60.0 646 .50.D -729 +Sao -F.l 40.625 SIa1mN PraAev 17517-20.516 •SOLO -100.D -Sao -1000 ✓A.0 -100.D •50.0 -100.0 .WO 6B0 .50.0 -73.7 •50.0 468 E Customs"task-t7.s16 .no 1m.D +s •loco 50 •.0 -100,0 .So.D 6so .51D 6Qa +5¢0 -75.1 .5¢0 -er.1 =_Stec 12517-14.516 •AO -100.0 •Ro Sao -7000 .50.0 -817 -%0 625 .5D0 657 +SOLO 422 -Sao -673 Shate9 11377-t2516 •SDD -1010 R0 -99.6 .50.0 .817 -0.0 67.0 .•IlO 6t9 +SOLO -69.5 -Sao 6A West 36517-41.6W •�0 -100.0 tan 626 ✓A.0 -71.2 •41.0 635 +90 1 67.1 •5¢5.1 0 6 +50.0 582 Simdal Canape 31.517-38516 -Sao .1010 . 010 692 +50.0 -813 -M.D 666 +56n 6fi6 +540 -642 -Sao -58.8 EgLdMe 26517-31.516 -Sao -100.0 .5R0 -700.0 .50.0 -100.0 •50.0 65.7 •500 657 •50.0 -63.7 •50.0 -56.3 Stendad Pra7ew 21577-1b.51fi .SOLO 100.0 +540 -9B.7 +91.0 -87.8 .50.0 660 •M0 61.8 +50.0 -65.4 +SRO 6T.8 62 L M_Sba 2OL517-23516 +50.0 100.0 .50.0 68.3 +W.0 1 -77.0 +5D.D -74.5 •60.0 -715 •50.0 -64.8. .540 -589 LL90m Ste 17.517-20.516 •50.0 -97.3 .540 -79.9 .50.0 -60.7 +50.2 65B •5QD 642 +5R0 -E05 .55.6 Cu9oln Sta 14.517-17.515 -no 68.6 .Sao -73A +50.0 61.9 +So.D -sag •50D 620 +Sn.O -559 � O LLstm Ste 11017-14.515 +5RO 68.1 •500 -70.0 •50.0 -so •50.0 6fi0 .�0 1 619 +Sao -ale -51.5Shale9 11.884-13.016 +5aO 617 •Sao -61.8 -we -57.0 +MD 619 •Sao 6L8 •Sao -50.0 3--5aD 60.0Tallest 39.517-41.6W .510 -100.0 •5a0 626 .•50.0 -77.2 •SoA 6B5 •San 6Z1 +5R0 : BD.6 -60.0D19amSte 38577-39.516 .SDO -100.0 +5aO 4H.7 .0.0 -77.5 +50.0 -750 •5OL0 -74.1 +SOLO -50.7 -0.1O�Idle 1475 35517-38.516 +5¢0 •100.0 •San -B2D +50A 6D8 •71A -7¢5 +5A.0 -T7.9 .Sao 40.0 Qr9 Ste32517.35.515 •5Q0 10o.D •San 65.3 •50.0 -740 +5D0 -71.4 •5¢0 -7OL2 +50.0 -502 -525 Slendrd PrOdM 2¢517-32515 •50.0 •94.5 •SOLO -775 .50.0 6fi3 +50A 613 .Sao 6t6 •Sao -59.2 •5R0 -53.0 men -Ste 2&517-29516 +50.0 -87.2 •5QO -71.0 .50.0 -W.0 1 .93.0 669 +510 649 •500 -9.5 +SOLO -515 Shule9 24654-25.518 1 !SOLD -850 •5¢0 69.0 +50.0 -581 +50.0 6i0 +WO '510 +5a0 -51A •Sao 60.6 EOtd-lle 33517-41.6W •SO.D -946 •5¢0 -77.5 •50.0 •66.3 .50.0 613 +Sao 6t6 +San • 58 •oR,0. 68 5 BS u9aSte 4517-38.51 •ao 6.2 + -71.0 •50.0 -%0 ✓0 659 •0 69 +5a0 •A StmewdPicAm 32864-35518 5. 6 .SRO 5n -57.8 +5o.0 -5..0 ✓AA 619 •50.0 6t8 .SOLO .50.0 .Sao •50.0 9178 Tllesl -41.89 .50.0 .17 •5¢0 1 -67.8 •50.0 •57.0 .,a.0 -519 .SOLO I 619 .5a0 .51 +5¢0 -50.0 Stt 1AbLt b, JHtt 1 C PUK ANUMUK UKUUr A U UUAIV 111 T. MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91-78° OR LESS) NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 1-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) oNV LYNA N0.58705 Mo ; it 1070 TECHNOLOGY DRIVE 0, . S �4` N. VENICE, FL 34275 •••:��ORIDP,.•'• (941}480.1600 S G A LYPIPI h1ILLE, P.E. P.E#58705 REGISTRATION#29296 H HT PRODUCT REVISED as complying with the Florida Building Code C) ADDED MIN. SASH HEIGHT NOTE. Mlam paid. Producr trot AK - 3110/20 Dwcilpflw. Dm" W. DESIGN PRESSURE TABLE J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 Sei7ss/Mad.l. SrnI.- Shedt Drawing No. I Re1-. SH-5400 NTS 6 OF 12 MD-SH5400-01 C tlCt IHbLt �, Of1CCl tlfVR MIVVI'IVR bRVVt'MIYV VVHrvlll 1. —MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-50A36 (APPLIES TO ANY HEIGHT 91.78" OR LESS) NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. - 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. JAMB i iT SECTION DEfAIL•FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) PRODUCT REVISED as Complying with the Florida Building Code NO/J-No. 20-0401.04 \� ON.. LYNIV&...... �%, RCj ADDED MIN. SASH HEIGHT Ex IratIon Date• 7/30/2025 sy`: / ..• VticErJSF'•. ��� NOTE. Miam pad. ProducrCo trot ' N0. 58705 7 AK- 3/10/20 :• = =� •• 13020 ;tom; I 1 70TEC RnrE Oeserrp0on: DESIGN PRESSURE TABLE 'Drawn 6y. J ROSOWSKI O� •. AT OFN. Fi GYS (841}480.1800 TN°' Dara: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 0NAII L11 \��� A.LYNNIMI�LER,P.E. Serlea/NodeF. S-I.: Sryeet SH-540O NT$ 7 OF 12 Oraw7ng No. Rer. MD-SH5400-01 C P.E.#58705 REGISTRATION#29298 3.500" .062" mod as � 1.483° .625" OJ-CHANNEL FRAME •625" T 1.375" HEADIJAMB IT J� 3.483" -�-� 2.444° .625" 5 J-CHANNEL .625" FRAME SILL r OFLANGEFRAME HEADMAMB 3.483" +{ 2.444" 0 OFLANGE FRAME SILL 3.500" 3.500" -�� .002" •--�I� .062" 1.483" ❑a 1.483" .070"---►��+- •060" � �OO� .715" I� FIN FRAME EQUAL LEG FRAME �1 1.185 1.375" OFF HEAD/JAMB O HEADMAMB LIGHT SASH 23 REINFORCEMENT - 3.483° -r-{ yI 070" -�{�-- -4 1.182° �-- 3.483" � l .070" D .062" .791°�=All�L 1.-L- L ��U---►►►����rrrr---- 130" 2A44" D -1 1.331" [- - --j 1.340" I~ �L��� 2.444.1O STANDARD 27 RHD MEETING EINFORCEMENT 26 MEETING RAIL O REINFORCEMENT OFIN FRAME O EQUAL LEG SILL FRAME SILL I T •-� 1.215" 2.100" -�{ 1.472" 1.565" 1.630" I I � 1.376" � I 2.176' .065" .065" 1.375" o O .974" ,590" .471°.347 355" °°° LLLL������IIII���J .050" -►� 1.231" I+- --.{ 1.0ou, Imo- .035":�� .06� �.070" .070FIXED " 14 MEETING RAIL 1fi SASH RAIL 17 COVER BALANCE� 18 SCREW COSASH VER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK LIFT RAIL LIFTRAIL BEVELED BEVELED INTERLOCK COVER .316°• -►{ .864" 301" Irc�1� _ I .754' EXTRUDEDI 73 IG'BEAD BO SCREEN FRAME .300" 4 .750" .025" -F-- 01 ROLLED SCREEN FRAME \�pNY!?N!V,y��'%, C) NO CHANGES THIS SHEET. •• ��cENsF .1�� AK - 3/10/20 140. 58705 :T = Deso6ptfoe: =•9 :,� - 1070TECHNOLOGYDRM WINDOW. EXTRUSIONS �J 7j �3�0 ;: �` N.VENICE,FL34275 7r8e: SAEOF PRODUCT REVISED as complying with the Florlda Butlding Code J ROSOWSKI (941)-4 1800 i�(�ss •.F�ORIDP,.•'G\� SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 ��NAL EN�`� Serf-lkf daL sire: sneer n mg Ne. Rer. drUf�ryNMl(.LER, I'.E. SH-5400 NTS 10 OF 12 MD-SH5400-01 C I I 1P..# 58705 REGISTRATION #29296 __ _ _ - 1 TABLE B: Bill of Material # Part # Description Matedal 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 620106 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 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6005 T5 At 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005T5At 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6063 T6 At 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 27 620154 HD Meeting Rail Reinforcement 600E T5 AI 30 61644 Weatherstrip, .18T' x .270" Fin Pile 31 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PolyPile 33 6182E Weatherstrip Plug, .220" Finseal 35 78XIMTTT #8 x 1" Ph. PH SIDS (Intedock Mounting Screw) 36 78X3THPX #8 x &' Ph. PH SMS (Meeting Rail Screw) R6063T6 37 71669SP Meeting Rail Screw Support Plate 38 720210 Weep Hole Cover 40 720XXXXX Constant Force Balance 41 #8 x 314" Ph. FH SMS (Con. Force Balance Screw) 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 1 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) I410 SS Part # Description Material 76 Kommeriing 4SG TPS Spacer System 77 Quanex Super Spacer nXT with Hot Melt Butyi See this Sheet for 78 Quanex Dumseal Spacer Materials 79 Cardinal XL Edge Spacer TABLE 8, CONT.: Bill of Material, cont. # Part # Description Material 45 720197 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cast Zinc 47 720195&6 Auto Lock Cover Assembly Cast Zinc 48 76XI18OPTX #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lack Keeper Cast One 50 76X34PPA #6 x 314" PH. PH SDS (Keeper Screw) SS 51 420181 UR Beveled Tilt Latch Comer Key PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 314" Ph. FH SDS (Comer Key Screw) SS 54 420183. Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tllt Latch Finger Pull Cast Zinc 59 420180 Pivot Bar Comer Key PVC 60 1 720206 lPivotBar 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) SS 66 420188 Bottom Latch Strike Plate Cast Zinc 67 7858B #8 x 518" Ph. FH SMS (Strike Plate Screw) SS 73 720136 I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Sillcone 75 71646N Setting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key far Extruded Frame PVC 83 47042 Screen Comer Key with Pull Ring PVC 84 47041 Screen Comer Key without Pull Ring PVC 85 7CASPM Tension Spring SS 86 61B16C48 Screen Cloth Fiberglass 87 61635161614 .140" Screen Spline (Machine/Hand Rolled) Vinyl NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE: 2) ITEMS # 9-13, 15. 24. 25. 28. 29, 34, 39, 61. 62. & 68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. SILICONE STRUCTURAL HOT -MELT BUTYL STRUCTURAL SILICONE 3/16" NOM. POLYISOBUTYLENE 1/4" NOM. FOAM WITH DESICCANT WITH DESICCANT EXT. GLASS EXT. GLASS U� —INT. GLASS —INT. GLASS KODISPACE SUPER 7fi 4SG TPS SPACER® NXTTm ALUMINUM REINFORCEMENT pOLYISO- DESICCANT FILLAREA BUTYLENE 5/16" NOM. 5116" NOM. SEAL BUTYL& SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS U,,- —INT. GLASS \—INT. GLASS 7B 78 DURASEAL� XL EDGE.. SPACER SPACER PRODUCT REVISED as wmplying with the Florida Building Code NOA-No. 20-0401.04 �Nr E RVIV EDDING e: �. ` ; AK - 3/10J20 Mlam pads ProduoYCo trol No.58705 °esuiptian: °� ✓�^ 1070TECHNoLoGYDRIvE N. VENICE, FL 34275 O •.�: • BILL OF MATERIAL (BOM) - J ROSOWSKI mile: SINGLE HUNG WINDOW INSTALLATION - NI Date: 05/15/15 (� T •. U %;c�`S,�• �oRlDn,.• G��; t9i1}'�1800 Seiles/llodeL• SH-5400 Srnle: NTS Sheet•. 11 OF 12 Drvring No. MD-SH5400-01 Rer. C N�`t•\`�\`\ -A LYNJJ I�ILiFR, P.E. REGISTRATION#29296 P.E#68705 OPT. SWEEP LOCK OPT. AUTO LOCK MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS PRODUCT REVISED as complying with the Florida Building Code I-KAMt ` // m mmn: — - -- -- - --- ASSEMBLY ®' ``� .•\ `��Cy�0�4�ENS/viLC) NO CHANGES THIS SHEET, DETAILS AK - 3/10/20 ma mpdePredueo troi No.5©705 Drawn BY: �q _ 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: EXTERIOR `�` % �} •,• 3 )J : • [(I N. VENICE, FL 34275 Date: (� •'� �17� AIEOF ((/� (941}480 (5(K) Title: 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. %�, ••.:`c DRIo?..••G�?� SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 2) J-CHANNEL FRAME SHOWN, PARTS # 1 & 5. OTHER FRAME TYPES APPLY. S�ONAL ��\ Serfea/ModeY. Style: Sheet• Drawing No. Rer. 3)FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETSB&7. A.ILYNNIMILLER��.E SH-5400 NTS 12 OF 12 MD-SH5400-01 C 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E#58705 REGISTRATION #29298