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Home My WebLink AboutNOA; Series PW-5520 Vinyl PVC Fixed WindowFile Copy P o �g' R W2 F M IAM I DADE MI —DADS COUNTY, FLORIDA p CODE C 0 M P L I A N .t.'cT CONTROL SECTION � 16 �Ir )UNTY 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECON �OCC ) r Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) wl5l Z�l www.miamidade.eov/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 revolve, 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 "PW-5520 Vinyl" PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision C dated 03/16/20, 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate 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 NOA No.19-1126.10 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. 20-0401.16 Mo i MUzADE GO Expiration Date: April 30, 2025 Approval Date: August 06, 2020 T7130120 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. 14-0930.25) 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.09) 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 Edg6TM 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.16-0629.12) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.14-0930.25) 2. Glazing complies with ASTM E1300-09 Manuel Perez, P.E. Product Control Exa r -J N& No. 20- 01.16 Expiration Date: April 30, 5 Approval Date: August 06, 2020 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/ 16/20. 5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6ts Edition (2017), dated November 22, 2019, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 19-1126.10 2. Statement letter of no financial interest, dated November 22, 2019, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.19-1126.10 3. Proposal issued by Product Control Section, dated 06/26/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0629.12) G. OTHERS 1. Notice of Acceptance No. 17-0614.09, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl" PVC Fixed Window — L.M.I. ap d n 10/26/17 irmg on 04/30/20. I)A Manuel P rez, P.E: Product Control Exa r NOA No. 20- 01.16 Expiration Date: April 3 , Approval Date: August 06, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets through 11 of 11, dated 09/09/14, with revision C dated 03/16/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsi1983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), dated 09/18/14, 04/07/15 and updated on 03/19/20 to the new FBC 7" Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) / Manuel Perez, P.E. Product Control ExagMr NOA No. 20401.16 Expiration Date: April 30, 5 Approval Date: August 06, 2020 E=3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlaso XtraTm (SGXTm) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/ 16/20. 5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017) and the FBC 7' Edition (2020), dated March 16, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 16, 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. 19-1126.10, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl" PVC Fixed Window — L.M.I. approved on 01/09/20 and expiring on 04/30/25. Manuel Perez, P.E. Product Control Ex r NOA No. 20-0 01.1 Expiration Date: April 30, 5 Approval Date: August 06, 2020 E-4 GENERAL NOTES: SERIES 5520 IMPACT RESISTANT, VINYL FIXED 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) MUST TEMPERED. B, SEES SHEET3 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 ZX ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). A 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 15 BEYOND THE MAX O.C. SCOPE OF THESE INSTRUCTIONS. SEE TABLES 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 4-13 IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) L MAX. O.C. SEE - I TABLES 4-13 5" MAX. D, SEES 1 SHEET4 VISIBLE LIGHT WIDTH MAX. BUCK HEIGHT, SEE ----- -' TABLES 4-13 (LONG r / SHORT SIDE) VISIBLE P-A.EE ,t C LIGHT / HEIGHT T3 MAX. O.C. SEE TABLES 4-9 J I 6" MAX. —►1 I t"-- D a 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS 13ASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME TYP. EQUAL-LEG/BOX' & ANALYSIS AND GLASS PER ASTM E1300. FLANGE FRAME (90a CORNERS) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 6" MAX`+-- 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-7897; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA; ELCO/DEWALT CRETEFLEX NOA; ELCO/DEWALTAGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) "PVB" _ .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG" = .09D" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. ELEVATIONS.................................1 FRAME, GLASS & ANCHOR OPTIONS ................. ........ 2 INSTALLATION, FLANGE & EQUAL LEG..........................3 INSTALLATION, INTEGRAL FIN & J-CHANNEL ........................4 GLAZING DETAILS.......................5 DESIGN PRESSURES..................B-10 BOM & ASSEMBLY ...... ... ........... 11 IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER GLASS TYPE, SEE TABLES 4.13, SHEETS 6-10 MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) 1.26" MAX. MAX. O.C. SEE TABLES 4.9 VISIBLE- - LIGHT WIDTH —_--- / VISIBLE LIGHT C, SEE / HEIGHT SHEET4 MAX.BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) --i 1.25" MAX. — TYP. INTEGRAL FIN & J-CHANNEL FRAME (SO' CORNERS) (ANCHORED THROUGH NAIL FIN) 6" MAX. MAX. O� MAX. O.C.: SEE TABLES TABLES 4-13 MAX. O.C. SEE TABLES VISIBLE / 4-13 LIGHT / HEIGHT •---t- 1 / HEEIGHTIGHT, SEE , TABLES 4.9 VISIBLE (LONG OR LIGHT WIDTH SHORT SIDE) 6" MAX. -L VISIBLE LIGHT FORMULAS TI WIDTH: BUCK WIDTH-43/16" I } L MAX. O.C. 6" MAX. 1.25" j HEIGHT: BUCK HEIGHT -43H6" TT SEE7ABLES4-13 MAX' CODES / STANDARDS USED: MAX. BUCK WIDTH SEE TABLES 4-13 • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION (SHORT OR LONG SIDE) • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION TYP. EQUAL-LEG/BOX & • ASTM E1300-09 FLANGE FRAME (CURVED • ANSI/AF&PA NOS-2018 FOR WOOD CONSTRUCTION OR ANGLED CORNERS) • ALUMINUM DESIGN MANUAL, ADM-2015 . AISI SLOG-16 • AISC 360-16 / VISIBLE / LIGHT HEIGHT VISIBLE LIGHT WIDTH MAX. O.C. SEE TABLES 4-9 MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) 1.25" MAX. MAX O.C. SEE TABLES 4A I MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) �— 1.25" MAX. PRODUCT REVISED as eompiying with the Florida Building Code C) UPDATED TO FBC 2020. REVISED ANCHOR TYPE TABLE. ' AK-03116120 a LU Y 20 U -gay o O0Lo a7a0 N CO N JO J Oo g --ja z LL u1 c Bxo W Z Y O > Z ti O Z O O f "�-- Q Z Q W LL O J LU ® y 0 0 � 7aa45 W ~ Imo.. o F in W O Z Z a7oas LLG LL O 01 W (7 J W w to Z 5; O D- a01 rosa0 sauaS pNY!LYNN 41 LICENSE No.58705 - tAll '•"'10R10P,. ' �Z�• S G ONAL11� A LYNN MILLER, P.E. REN 58705 NMI_': Glass Type Description Table # 7 7/9' Laminated I.G.: 118" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Utes of 118" A Glass with .090" PV8 Intedayer 4 8 7/8" Laminated I.G.: 118" T Exterlor Cap + 7116" Air Space + 5/16" Laminated; (2) Utes of 118" A Glass with ,090" PVB Interlayer 5 9 7/9' Laminated I.G.I. 3116" A Exterior Cap + 318" Air Space + 6/16" Laminated; (2) Utes of 1/8" A Glass with .090" PVB Intedayer 6 10 718" Laminated I.G.: 3116" T Extedor Cap + 3/8" Air Space + 5116" Laminated; (2) Utes of 1/8" A Glass with .090" PVB Interlayer 6 11 1" Laminated I.G.: 1W T Exterior Cap + 7/16" Alr Space + 7/1G' Laminated; (2) Utes of 3/1G' A Glass with .090" PVB Intedayer 7 12 1" Laminated I.G.: 3116" A Exterior Cap+ 3/8" Air Space + 7116" Laminated; (2) Utes of 3/16" A Glass with .090" PVB Intedayer 6 13 V Laminated I.G.: 3/16" T Exterior Cep + 3/8" Air Space + 7/16' Laminated; (2) Utes of 3116" A Glass with .090" PVB Intedayer 9 14 1" Laminated I.G.: 3116" A Exterior Cap+ 3W Air Space + 7118" Laminated; (2) Utes of 311G' A Glass with .OW' SG Intedayer 10 16 V Laminated LG.: 3/16" T Exterior Cap + 3/8" Air Space + 7/19' Laminated; (2) Utes of 3111i A Glass with .090" SG Intedayer 11 16 1" Laminated I.G.: 118" T Exterior Cap + 7/16' Air Space + 7/16" laminated; (2) Utes of 3/16" H Glass with .090" SG Intedayer 12 17 1" Laminated I.G.: 3/16" T Exterior Cap + 3W Air Space + 7/16" Laminated; (2) Utes of 31161 H Glass with .090" SG Interlayer 13 mi anlnunoe IMere11 cn Tunnl lr-u FRnur Group Anchor Substrate Min. Edge 'a Distance Embedment' 010 SMS (etaei, I" S.S.Steel, or410S.S.) P.T. Sou am ne =0.55)K71161 1318" A36' 318" 0.050" Steel Stud, A653 Gr.33'/8" 0.0451"(18 Ga.) "3116, steel Ultmcon or Ultracon+ P.T. SouthernPine (SG=0.55)116" 1318" Concrete (min. 3 ks0 1" 13/a" 3116" steel Ultracon UlgroutedM(ASTM 1-1l2' 1-1/4" 3/16" steel Ultmcon+ Ungrouted CMU, (ASTM C-90) 1° 14/4" #12 SMS (steel, 183 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.W 9716" 13/9' Steel, A38• 3!8" 0." Steel Stud, A653 Gr. 33' 318.51' " (18 Ga.) 004(18 Aluminum, 6083-T5' 3!8' 0.067 B 1!4" steel Uilracon or Ultracon+ P.T. Southern Pine (SG=0.55) 1" 1-we, 1/4" steel Cretellex P.T. Southern Pine (SG=0.55) 1" 13l8" 1/4" steel Aggre-Gatar P.T. Southern Pine (SG=0.55) 1' 13/8" 1!4' steel Ullreeon Concrete (min. 2.85 ksq 7" 1.314" Ungrouled CMU, (ASTM C90) 2.1/2° 1.1l4" C 1/4" steel Ultracon+ Concrete (min. 3 ksl) 13116' 1-3/4' Ungrouled CMU, (ASTM C-90) 1" 1-1/4" 114" steel Cretellex Concrete (min. 3.35 ks0 1" I-aw ll4" steel Ultracon Concrete (min. 2.85 ksl) 2-1/2" 13/4' 1/4' steel Ultracon+ Concrete (min. 3 kel) 2.1/2" 1314" 1/4" steel Ultracon+ Ungmuted CMU, (AS 1M C-90) 2-1/2" 1-1/4" O 1/4" steel Cretellex Concrete (min. 3.35 ksl) 2-11T' 1-3/w, Ungrouted CMU, (ASTM C-90) 2.1J2 1.1/4' 1/4"steel Aggre-Gator Concrete min. 1.1/2" 1- STM Grouted CMU, (ASTM C-- 90) 2" 7' •a. AM-0a 1M 1 1 Fn TNRr111rH INTFCRAL FIN Group Anchor Substrate Win. Edge Distance 6nbedmenC edu E 2-112• x .131• Common Nail P.T. Southem Pine (8G=.55) 31B' 2-7/16' 2-11Z' Ring -shank Rooting Nall P.T. Sculhem Pine (SG=.55) 3I8' 2- 16. F 010Ttusshead SMS (steel, 18.8 S.S. or410 S.S.) P T. Southem Pine (SG--.55) 1/2' 1-3/a' Aluminum, 6063-W 3/8' 0,050' Steel Stud, Gr. 33' 318' 0.0451" (18 Ga.) Steel, A38• 3!8' 0.050' fi12 SMS (steel, S.S. or41, P.T. Southern Pine (SG=.55) 9/1C 13/6" Alumlmnn, 6063•15• 3!8" 0.063" Steel Stud, Or. 33' 316' 0.050' Steel, A36' 318' 0.050" 'MIN. OF 3 THREADS 3EYOND THE METAL SUBSTRATE. 'UNGROUTED CMU" VALUES MAY BE JSED FOR GROUTED -MU APPLICATIONS. •MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE "A" =ANNEALED 'H"- HEAT STRENGTHENED 'r = TEMPERED "PVB" = .090" TROSIFOLS PVB BY KURARAY AMERICA, INC. "SG"_.090'SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. 'GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW. � Q FLANGJ,' a� BOX �Q EQUAL LEG � ° 0� J-CHANNEINTEGRAL EaEr I�Q FINLj ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK S17E FROM DESIGN PRESSURE TABLES 4.13, SHEETS 6.10. LONG LONG SHORT SIDE - {�-- SIDE �i SIDE ----=i �{ SIDE �- T T; T; j Fi In I i �Wr I �Wr I 11 1 0 1 I Ny w el 11 1 1 LONG LONG LONG LONG LONG z SIDE -"( I" SIDE "`� )f SIDE -'i F-- SIDE --I I-- SIDE f I 09 y O� � OaU11 IIIyIL yNj 3' yNI 1 N w j NNLJ Material Min. Fy Min. F" Steel Screw 92 ksl 120 ksl 18.8 Screw 60 ksl 95 ksl 410 Screw 90 ksl 110 ksl Elco/DeWall.Aggre-GaIDIV by he[ 96ksl Eloo Ult.Coa 155 ksi 177 ks1 3116" DeWalt Ultraron+Qt 117 ksl 164 ksl 114" DeWalt UltraCon+4D 410 SS ElcolDewalt CrateFlex® 148 ksi 127.4 ksi 1b4 ksi 189.7 ksl 6063-15 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksl Gr. 33 Steel Stud 33 ksl 45 ksi 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 REGISTRATION 1i29296 VINYL FIXED WINDOW NOA (LM8SM) 0 9/9/14 GLASS/ANCHORS/FRAME OPTIONS om' J ROSOWSKI PW-5520 - NTS r 2 OF 11= MD 5520.0 C PRODUCT REVISED as complying with the Florida Building Code 03/16/20 No.58705 10 5T , O S 0/VAL 1E•1 ��• A LYNN MILLER, P.E. RE* 58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEGIBOX FRAMES I INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHOREDTHROUGHFRAME ANCHORED THROUGHFRAMEANDIX DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETElCMU. INSTALLATION SEE NOTE 2, THIS SHEET. EMBEDMENT OPTION 1 ` EMBEDMENT ANCHORED THROUGH �I— EDGE DISTANCE 1 114^ MAX• 1/4' MAX. FRAME INTO 2X WOOD J__,_ SHIM 2 4 SHIM FRAME OR BUCKSTRIP. Q EDGE SEE NOTE 2, THIS SHEET. EDGE DISTANCE Q EMBEDMENT DISTANCE 5 a •a FLANGE I I .4 FRAME J{_ Ji SHOWN ,'r 0 1'THICK I.G. �� 9 TMEI DMENTANCHOAND Lt�4^MAX TYP. ANCHOR TYPE, �^ EMBEDMENT AND 2 SHIM EMBEDMDITANCEDGE SUBSTRAEDGE TE, SEE TYP. DISTANCE PER SUBSTRATE, SEE TYP. ANCHOR TYPE, SUBSTRATE, TABLE 2, SHEET 2. EMBEDMENT AND SEE TABLE 2, SHEET 2. B � EDGE DISTANCE PER .: • ; ; a OL. SUBSTRATE, SEE 718°THICKI.G. . •• III —(—III o TABLE 2, SHEET 2. •O�J D I 5 I O t•••.. FLANGE EXTERIOR VISIBLE LIGHT WIDTH 7 EQUAL - FRAME f1_ LEGIBOX NOTES: SHOWN V BUCKWIDTH SHOWN 718" THICK I.G. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT HORIZONTAL SECTION A -A AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DARE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 2) MASONRY ANCHORS MAY USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLE SHEET 2. PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 114" MAX BUCK VISIBLE 1-112"THICK ARE TO BE CONSIDERED IX SHIM HEIGHT LIGHT INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF tlF10 OR812 STEEL 114' MAX. SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD SMS (G5).SEE BUCKS DEPICTED AS 2X ARE 1-10 THICK OR TABLE 2, SHEET 2. PRODUCT REVISED GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE - as complying with the Florida DESIGNED TO PROPERLY TRANSFER LOADS TO THE Building Code STRUCTURE. WOOD BUCK DESIGN AND NOA-No. 20-0401.16 INSTALLATION IS THE RESPONSIBILITY OF THE Ex iratlon Date- 04 3012025 ENGINEER ORARCHITECT OF RECORD. T 3) VISIBLE LIGHT WIDTH ORHEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM Miam Qade Product'Co hol I'THICK I.G. BEADING TO BEADING. FLANGE EQUAL FRAME LEGIBOX �--(—J1� C) NO CHANGES THIS SHEET. SHOWN FRAME L� AK-03/16120 SHOWN o TYP. ANCHOR TYPE, �D EXTERIOR O EXTERIOR EMBEDMENTAND n EDGE DISTANCE PER U INSTALLATION 4 O SUBSTRATE, SEE INSTALLATION EQUAL- TABLE 2, SHEET2. OPTION 4 OPTION 4 LEGIBOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL ��I I j 1 11 I 1 j1I �.�`� o4Y LYNN FRAME 1la^ MAX SHIM 1070 TECHNOLOGY DRIVE C� ' LICENSE'1�� SHowN o N. VENICE, FL 34275 Qa, • ':��) (941)-480-1600 , a No.58705 ' EMBEDMENT ® 3 I� (� • Q: ` VISIBLE LIGHT FORMULAS REGISTRATION .0 . STATE F INSTALLATION ".''-.•` • • WIDTH: BUCK WIDTH VINYLFIXEDWINDOWNOA(LM&SM) 0 9/9/14 FS; •.:°toRID�.•'G��` OPTION 2 HEIGHT: BUCK HEIGHT-43116' a - / ANCHORED THROUGH EDGE DISTANCE o FLANGE & EQUAL-LEG/BOX FRAMES e m J ROSOWSKI �S ONAL IE �`` FRAME DIRECTLY INTO VERTICAL SECTION B-B _ 0. LYNN MILLER, RE coNCRETEIcnnu. PW 5520 NTS 3 OF 11 oz MD 5520.0 C p,EM 58705 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES 1/4" MAX. SHIM INSTALLATION OPTION 5 EMBEDM ENT ANCHOREDTHROUGH INTEGRAL FIN INTO 2X WOOD r EMBEDMENT O FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE DISTANCE J-CHANNEL FRAME SHOWN 0 1 5 7/8" THICK I.G. BUCK VISIBLE HEIGHT LIGHT HEIGHT 1"THICK I.G. T114" MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENTAND TYP. ANCHOR TYPE, EDGE DISTANCE PER _ EMBEDMENT AND EDGE SUBSTRATE,SEE DISTANCE PER SUBSTRATE, TABLE 2, SHEET 2. SEE TABLE 3, SHEET 2. (SCREW SHOWN) (NAIL SHOWN) NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, 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 1412" 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. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. EXTERIOR 3 U u INTEGRAL FIN FRAME SHOWN o 11ti/ INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT VERTICAL SECTION D-D TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET (SCREW SHOWN) 1/4" MAX. SHIM EDGE DISTANCE INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAMEINTO 2X WOOD OPTION 5 1/4" MAX. SHIM FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. ANCHORED THROUGH INTEGRAL FIN ��— EDGE DISTANCE (MAYBE INSTALLED INTO CONCRETE, SIMILARTO INTO 2X WOOD FRAME OR BUCKSTRIP. I INSTALLATION OPTIONS 2 & 3) SEE NOTE 2, THIS SHEET. J-CHANNEL EXTERIOR FRAME SHOWN 10, 1" THICK I.G. 7/8" THICK I.G. VISIBLE LIGHT WIDTH BUCKWIDTH HORIZONTAL SECTION C-C FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ,Y BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLES 2 & 3, ALSO FOR DADE-APPRC 1/4" MAX. SHIM #10 OR012 STEEL 1/4" MAX. SMS (GS), SEE SHIM TABLES 2 & 3, ^ SHEET 2. 1� INTEGRAL FIN FRAME SHOWN p INSTALLATION OPTION 7 INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL, SEE TABLE 3, SHEET 2. F SIBLELIGHT FORMULAS DTH: BUCKWIDTH-4-3/16" GHT: BUCK HEIGHT - 4-3116" U r- FIN ANDIOR FLANGE MAY BE REMOVED IN -FIELD EXTERIOR o ft 0 �7 INSTALLATION OPTION 8 INSTALLATION THROUGH THE FRAME, INTO METAL, SEE TABLE 2, SHEET 2. WINTEG:RA.LTYP•ANCHORTYPE. EMBEDMENT AND EDGE FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 3, SHEET 2. (NAIL SHOWN) 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 REGISTRATION #29296 VINYL FIXED WINDOW NOA (LM&SM) g 9/9/14 J-CHANNEL & INTEGRAL FIN FRAME o'tJ ROSOWSKI PW-5520 IN NTS ] 4 OF 11 oz° MD-5520.0 , C as complying with the Florida Building Code INSTALL. OPTION 6 NOTE AK - 03/16120 ogl? 1LY1V/v %i, �.,. ` ,...,..S, QC .1 No. 58705 �a O� •. s'S++ATE OF ((/ A LYNN MILLER, RE P.E# 58705 +{ 718" NOM. �— I 718" NOM. —�{ 7/8" NOM. I -+-� 718" NOM. 5/16" A/A 5/16" AIA 5/16" AIA 5116" AIA _ 7/16" AIR 7/16" AIR 3/8" AIR 3/8" AIR 1/8" 116" 3116" 3/16" T a a 4 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 GLASS TYPE 7 1" NOM. -+i I �-+- V NOM. -+{ I I {�- 1"NOM. -►I I I I'- l" NOW -�-{ I I 7/16" AIA 7/16" A/A 7/16" A/A P 7116" A/ 7/16" AIR 318" AIR 318" AIRS 3/8" AIR 1/8" 3/16" A 3116" T 3/16" A a a a GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 �+- 1"NOM. -►•I I I 1"NOM. -►{ I Imo- 1"NOM. �I I I 7/16" A/A 7116" HI 7/16" H/H EXTERIOR 3/8" AIRS 7/16" AIR 3/8" AIR `r 12" NOM.GLASS 3/16" T 1/8" T 3116' T gp B3 BITE TYP. a IX a `] 6 7 74 Q GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 76 "A"=ANNEALED "Fr = HEAT STRENGTHENED GLASS TYPES 14 THROUGH ' • " •' ^r"=TEMPERED 17 MAY NOT BE USED WITH TYP, GLAZING DETAIL "PVB" = 090" TROSIFOLD J-CHANNEL OR INTEGRAL S FIN FRAMES PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA. INC. PVB SPACE A_ GLASS aEXTERIOR 80-83 PVB SPACE T GLASS G] EXTERIOR 80-83 SG PACE GLASS 80.83 PVB SPACE T GLASS a EXTERIOR 80�3 PVB SPACE GLASS EXTERIOR 80433 H SG SPACE GLASS EXTERIOR 80.83 PVB SPACE GLASS EXTERIOR 80.83 PVB PACE GLASS EXTERIOR 80-83 _ SG SPACE GLASS EXTERIOR 80-83 PVB SPACE GLASS EXTERIOR 60�83 A SG SPACE GLASS EXTERIOR 80$3 PRODUCT REVISED as complying with the Florida Building Code _ _ _ _ C) NO CHANGES THIS SHEEP. AK - 03/16/20 z jr rn Y N � U •nra o �o U L7 N alca W to 0 0' ZlJl. (0 xW u v0 HCD ? q sMa �> Z z r 0 � z 5.4S ®" 0 ry ik zJ z �1 Q z Z 0 F W , 0 rin35 Inn Ur Z 0 Cv Ln ¢ J z � a .1ju --a rrua5 .•'�YCENSF'��C�� No. 58705� %O t1AE`of 10AIAL IE A LYNN MILLER, RE P.E# 58705 Short Side (in) o g a � mm N N N m m A N O m m A N O W W A N? S m } + )++ + + + + + + Tw .+ ill + + in in p+ ID 0 0 0- �w Z� " su O O TJ O O O O O O C O 0 0 0 N N + 1+ G b, + = LI in in + + G G + + LI � 4 + in !n = in in 0 0 0 0 0 0 0 0 0 0 0 0 0 m + + + o o + ib + + o 0 + + 0 `� + + o o + +3 1 o m 3 o0i 'O a v t t f/1 N + in + + i11 in rJl bl � b1 GI in O � m O O m 'O t +N� + t t+ t tt�n t t � N N O O O O O O O p O 0 A D + Er + O + t + i O O + + O O + + O O N ry A O O m + t t + t +�+nn C $0 0 0 0 0 0 �+nn 0 0 0 un x O i0 o n � m m m n t t+ t+++ �y A G Dm n 0 z P' tD O O O O O i = m a w 2 AyS S yy A i^p� O N 9 S O n O + + + + o 00 O 2 D G1 2 a w Z Z z tD A 4) a to C T 1'1 9 m m x 0S N-? .0 p a m in m o is a v 4 z - :O a -De aaOR 0• m: r- F Short Side (n) o mIn m > > CL A s p CAN �Aa Oo p A N A N O ODD WW WW w(,� WW pp } t + + + f + t + + + fr. ++ + + + I:tl:t in O 0 0 0 0 0 OO O O O O O O O O O O N f++++ t++ O Zi b t� 0 0 0 0 0 0 0 0 0 0 0 0 + + N in + + + in LI bl + bl + + + LI f ` LI GI + + bl GI t + 6 LI = in N � 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0_ D 9 m a M 000m v g 0 0 0 0 0 _av 51 H � N _ + + __ _ + t !n_+ + m 0 0 0 0 0 0 0 0 0 0 0 0 0 N N � C 1 tj 0 0 0 0 a FS A=_ p a �j Zj p O V co m C z am, t++++ t+ t 0 0 t t 0 0 t 0 QI c c x O 0 0 0 0 0 0 _o �r m m g n + t + + + + t + + + G n n m b, in 1—n in In in in !n fn N O czi O O 0 0 0 0 0 0 0 O z x 0 x o C t + + + + + + + o C =yy O O O O O O O O O m m D A O A__ j 0A Ll z t t tNn t 1 mFia rn o 0 JJ+TT a NN' J 0 0 g �„wqo z z n m = Q T a A1Dn V O A 0 0 0 0 0 0 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 REGISTRATION #29296 A VINYL FIXED WINDOW NOA (LM&SM) 0 919114 g DESIGN PRESSURE TABLES A J ROSOWSKI •N PW-5520 NTS N 6OF11 oz MD-5520.0 a C N 0 2 mA -DDI O'0oC7 Tj �r m om-zio_ 1 o< �v3 m az N m O NDN N F.' r { Rom S N CA ma li�� 00 IF _ 0z Imo— m oz w0 m0 o z G) N N Shod Side (in) 0 N O m OU1i A N O m Of A N O m W? N?� N + + + + + + + + + + + + + + + p V Z. J Z V V J.4 N O O O O O O O O O O O O O O O O O O O v O r O V L O O L V O O O O O O 0� + + + + + + t + + + m -i 5 7 O O O O O O O O O O O O m p0j 'O CQC' G D O i + + N J r V 0 V J 0 0 �I 0 y 0 0 0 0 0 0 0 0 0 0 0 n N y � N Z $ V W C �Z+,- 0 V 0 �I V 0 0 V V 0 0 0 r 0 0 V v 0 0 A � �D o u 0 0 0 0 0 0 0 0 o m GW + m X 0 0 0 0 0 0 0 0 m = O mn Y m •� O 15 D z n _ Z = a + O Z J V 1 V O O O O O O O N D= O O O O O O Z + J V + + � v m V a V Q z z o m S � � o O O O zmz; 0 oD=� `rmmAz �mrnn y32 0D�a O go' pmn $0 C m �mi90 ym z� _fl-- Z = y Fg AMC* $z� -O •••:' mz_y mF" 9TC2 m:z, Short Side (in) o g O) N } } + + + + + + } + + } + + + p J., trJ U, N�n N (11 f51 UI ml 1J1 111 fT O O UI YI O O UI 111 O O O O O O O O O O W 0 O O O O O O O O O 9 0 2J S F] 0 0 0 0 0 0 0 0 0 b O m N d 0' D S D c 1 + + + O O + ` O + a O + + O N O O S O O O S Al 52 t cq 0 7 2 � (Jt CA C2 rDD+ z + } 0 0 N rS N 0 0 0 0 0 0 0 m<< W W v H ++ i 4. � c O m in in O O In In O O in In O O in in O O o = O m? Ll N N N N lT L1 ?• A O Z z = _ � G1 A Z A CO S = O + irJ z JJ+�,, O �S + JJ+�� `1'u b N z _1n Ei! h a " o c LOi D O O W Z a o O z n a z ai s O O t'On p . _ m� OD Amm oZ o_ .Z-� 0gym. N > c, O m CD �r33 j { om pm y m Z mm 1070 TECHNOLOGY DRIVE Revision: � � E m N. VENICE, FL 34275 o z 3 a 3 (941)-480-1600 n ® Z 0m d ao � m� F2EGISTRATION #29296 m o e w n A G VINYL FIXED WINDOW NOA (LM&SM) 0 9/9/14 o DESIGN PRESSURE TABLES B ?m J ROSOWSKI = Np o y PW-5520 'Al NTS - 7 OF 11 2z MD-5520.0 Shod Side (n) o a A--V m 0 pN + + + + + + + + + + + + + + + + + + + + O1 .p� O O O O O O O O O O O O O O O O O O O O A m + + + + + + + + + + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + t + + + + + + 4 + t + + + + + W V V L v r V L v V V •J �l L V L �1 -i 0 + + m 0 V J I:t V+ V V+ 1++ L V L V V V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A N In fO + + + + + + ++ + + + + + O O O O O O O O O O O O O O O O = N C N :t :t r D T V+ m N .D S m 9 0 L�+LvLL:r�:i :i�L�Lrn" 0 � x o n� m$ 3 ++++ t+ t t t t+ t W A m O a p N _ V V 0 0 r L 0 0 N V 0 0 L L 0 0 L V 0 0 L 0 v v 0 0 0 � a 3 O pJ = A +>± z z z z ul z r V z v� Qe Gr a 0 op 0 0 0 0 0 0 0 0 0 09 S + t t+ t t t t t t t x V L J �I V V J v V �I 9 x p N o 0 0 0 0 0 0 0 0 0 �n ,c D T O 2 ++ t t t t t t t t `. o Z n 0I GG _ � S O a m m m rn 0 0 0 0 0 0 0 0 W Shod Side (n) v a 3 rrr C, O m� A N O V Ol A N O Ad N A N O OWO 00I � N O � + + + +++ + + + + TZ-w-+ O O O O O O O O O O O O O m + + + + + + + t + + + + + t ^1 �1 t V t + V + + V N V A 0 0 0 0 0 0 V� 0 V V O O O O O J O O O O •'` Tp v V �I Z V Z'V V V V �I r V v V W p1 V O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D � 0o J+,,I++5,zt 0 0 0 0 0 0 0 o 0 0 0 0 0 -0 m c'c � ++ t t t t t t t t :�LLLLLa, t t t t V m 9 Nbr,r&zzZL.:i V 0 0 0 0 Li, 0 0 0 0 0 0 0 0 O = m N m 67 N C + + + + + + + + + + + + + + + Nm m V 0 �I r 0 0 r V 0 0 v v 0 0 V 0 �1 •J 0 0 V 0 0 N io m~J N m m y f�0 r V L Z+ L J V+ V to `• m n m ++++ t t t t �, t t m 0 0 0 0 0 0 0 0 0 0 L p T N O 9 D D A x i zt N v, Z N N O O O O O O O O `� O a fr IJ tD m m 05 +++++;;;"; 8' m D x p w c, a P� in a io o o o 0 0 0 c � n ^ m D1 o a y m A z + + + + + g m tD (O a UI ` z z m S 0 m S A A t++ 31 w+ t t t t t N a m V V �l V I N m N r I-- m Z ---I 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 REGISTRATION #29298 VINYL FIXED WINDOW NOA (LM&SM) 0 919/14 o DESIGN PRESSURE TABLES C I.B.-IJ ROSOWSKI PW-5520 ,- NTS a-8 OF 11 oz MD-5520.0 � C N a)0 m� =Aw A Zimy op — mO z O Z �Z frtrll {�0 N NOS in N { to A O m Revisio oZ WO A o Z O in N ca sw� m30 Fm �m m ro e a TABLE 10: Window Design Pressure, (+I- psf) 3/16" A Cap - Airspace - 7/16" A/A with SG Oils fable) for Goss 14 Dimensions 69.649 F 71 73 75 78 80 85 86 89 92 F 96 99 32 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/410 +60/-110 +80/-110 +80/-11D +801-110 +801-110 +801-110 34 +80/-110 +801-110 +801-110 +801-110 +801-110 +601-110 +801-110 +80/-110 +80/-110 +801-109.4 +801-108.3 +80/-107.6 36 +80/-110 +801-110 +80/-110 +801-110 +801-109.5 +801-108.6 +80/-106.8 +801-106.5 +80/-105.5 +80/-104.7 +801-103.6 +80/-102.9 38 +80/-109.7 +801-108.9 +80/-107.8 +80/-106.8 +801-105.5 +801-104.6 +80/-102.7 +80/-102.4 +80/-101.4 +80/-100.5 +80/-99.4 +801-98.7 40 +80/-106.3 +801-105.5 +80/-104.4 +801-103.3 +801-101.9 +801-101 +801-99.1 +80/-9B.7 +801-97.7 +80/-98.8 +801-95.7 +801-95 42 +80/-103.3 +80/-102.5 +801-101.3 +80/-100.2 +801-98.8 +801-97.9 +80/-95.8 +801-95.5 +801.94.5 +801-93.5 +BD/-92.4 +001-90.7 44 +801-100.7 +801-99.8 +80/-98.6 +801-97.5 +801-96 +60/-95 +601-929 +80/-92.6 +80/-91.5 +801-90.4 +80/$7.1 +80/-84.7 46 +80/-98.4 +80/-97.5• +80/-96.2 +801-95 +801-93.4 +801-92.5 +801-90.3 +801�89.9 +801-88.1 +801-85.5 +B01.83.1 +BO/-81.6 48 +801-96.3 +80/-95.4 +80/-94.1 +80/-92.9 +80/-91.2 +80/-90.2 +801-80 +801.87.6 +801-84.6 +801-82.6 +601-80.2 +/-78.6 a 50 +80/-94.6 +80/-93.6 +801-922 +BO/-90.9 +80/$9.2 +80/-88.2 +80/$5.4 +80/-84.5 +80/-62.4 +801-80.2 +/-77.6 w o 52 +801-93 +801-92 +801-90.5 +80/89.2 +80/-87.4 +801.86.4 +80/-63.3 +801-82-5 +80/$0.2 +/-78 N 64 +80/-91.7 +801-90.6 +80/.89.1 +80/-87.7 +80/-85.8 +801-84.7 +80/-81.3 +801-80.4 +/78.1 58 +80/-90.5 +80/•89.4 +80/-87.8 +80/A6.4 +801-84.4 +801.83.2 +/-79.3 +/-78.5 57 +80/-90 +801-86.8 +80/-87.2 +80/-85.8 +801-83.4 +801-82 +1-78.4 80 +801-87 2 +80/-86 +601-84 +801.82 5 +801-801 +/-78 6 64 66 es 69_649 TABLE 11: +801-84.6 +801-83.8 +801-82.1 +80/•80.4 +/-78 +80/-82.9 +601-82 +80/-80.1 +/-78.4 +80/-81.1 +801480.1 +/-78.3 +/-79.3 +/-78.4 MAX.O.C. SPACING IFANCHORING MAX. O.C. SPACING IFANCHORING THROUGH THE FRAME PERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B, CORD ANCHORS (SEE TABLE 2) NOTAPPLICABIE 13 2" TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �- LONG SIDE SHORT SIDE + � SHORT . J._ SIDE -- LONG SIDE --1 } � SHORT SIDE i ONG SIDE TYPES I4 THROUGH SHORT rASS NOTBE USED WITHSIDE HANNEL OR INTEGRAL FRAMES. WlndowDesign Pressure, (+/- psf) Uselhislable for Glass 3116" T Cap - Airspace - 7116" A/A with SG Ty Pe: 15 Window Long Side (in) Dimensions 77.76 79 81 83 86 87 91 1 94 96 1 99 104 107 111 36 +801-110 +801-110 +80/-110 +80/410 +801-110 +80/410 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 40 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-109.9 +801-108.5 +801-107.5 +801406.9 +801-106.1 +801-104.8 +80/-104.1 +801-103.3 42 +80/-110 +801-109.8 +801-108.8 +80/-107.9 +SDI-106.7 +80/-106.3 +801-104.8 +80/-103.8 +801-103.2 +801-100.8 +801-97.7 +801-96.4 +801-94.8 44 +801-107.3 +80/-106.7 +801-105.7 +801404.7 +80/-103,4 +80/-103 +80/-101.4 +80/-98.6 +80/-9S.7 +801-94.1 +801-91.4 +801-90.3 +801-892 48 +80/-102 +801-101.3 +801-100.3 +80/-99.2 +801-97.3 +801-96.2 +801-92.5 +80/-90.4 +80/-89.2 +801.87.3 +80/A4.4 +801-SZ7 +801-80.5 60 +801-99.8 +80"9.1 +801-98 +80%96.9 +801-93.9 +80/A3.1 +80/-89.9 +801-87.7 +80/-86.2 +801.84.3 +80/•81.1 +/-79.3 +1-77 51 +801-98.8 +80/-98 +50/-96.9 +801-95.8 +801-92.8 +80/-92 +80/-88.7 +801.86.4 +80/-85 +801.82.8 +/-79.6 +/-77.7 +/-75.3 54 +801-98.1 +801-95.3 +801-94 +801-92.1 +80/-89.4 +801.88.5 +801-85.1 +80/-827 +801-81.1 +1-78.9 +/-76.3 +1-73.2 +/-70.6 c 66 +801-94 +801-93.2 +801-91.6 +80/-90.1 +801-87.2 +60/-86.3 +801-82.8 +801-80.2 +/ 78.6 +/ 76.3 +/-72.5 +/-70.5 v 58 +80/-91.4 +801-90.6 +60/-84 +80/-87.5 +801.85.1 +60/-84.2 +80/-80.6 +/-78 +176.3 +/ 73.8 +/-70.2 r 61 +80/-87.8 +80/•87 +801.85.3 +801.83.6 +601.81.2 +80I-80.5 +/-77.3 +/-74.6 +/-72.8 +/-70.4 q 63 +80/•85.5 +80/•84.6 +801-82.8 +80/-81.1 +/ 78.8 +/-78 +1-74.8 +/-72.3 +/ 70.6 64 +80/-84A +80/•83.6 +8(1-81.7 +/-80 +1-77.5 +/-76.6 +/-73.5 +/-71.2 68 +801.82.2 +80/-81.2 +1-79.4 +I-77.6 +175 +1-74.2 +/-71 68 +/-80 +/-79.1 +1-77,2 +/-76.4 +172.7 +/-71.9 70 +/-78 +/-77.1 +/-75 +/-73.2 +/-70.6 MAX. O.C. SPACING IFANCHORING THROUGHTHE FRAME PER SHEETS3&4 MAX. D.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 72 +/76 +/-75 +1--73 +/-71.1 74 +/74.1 +/-73 +/-71 APPUESTOB,CORDANCHORS (SEETABLE2) NOTAPPUCABLE 76 +/72.2 +/-71.1 13.2" 77.76 +/-70.5 1 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. 05 complying with the Florida Bullding Code NOA-No. 20.0401.16 Ex iraV 0413012025 413 By: N(�1 Miam pade ProducMg trol C) NO CHANGES THIS SHEET. AK - 03/16120 "s � Y U naa o`I } 9 O 0 rn ED i n oio0 Q � 09 U- 0uMD/e Z roO 0LLi W - CO F" c e0 oN SM❑ LU > C) Z O) Q W r z 03 LL O � m O Q Z F4- W Iaa45 �' 7 CO o CO z W � a eloag Z CM w J -1 0In Ir Z W al71 'asap sauo5 't ytGEN$F •• �((� � o 7i No.58705 'A •�ATE� "'7iS 10NAL 1%,``�� A LYNN MILLER, P.E. P.Ek 58705 TABLE 12-, Window Design Pressure, (+/- psf) Usa This labla for Glass Ib 1 /8" T Cap - Airspace - 7/16" H/H with SG Tvao: Dimensions 32 +801-110 +801-110 +80/-110 1 +80/-110 +80/-110 1 +801-110 +80/-110 1 +801-110 +801-110 +80/-110 +801-110 +801-110 34 +801-110 +80/-110 +80/-110 +80/-116 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/410 +8D/-110 +801-110 36 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/410 +80/410 +80/-110 +80/-110 +80/-110 +801410 +801-110 38 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +SO/-110 40 +801-110 +801-110 +80/410 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80%110 +801-110 42 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/410 44 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 46 +801-110 +80/410 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 48 +80/-110 1 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 501 +801-110 1 +801-110 1 +90/-110 1 +An/-110 I +901-110 I +RO/-11n 52 +801-110 +801-110 +801-110 +80/410 +801-110 54 +801-110 +80/-110 +80/-110 +80/-110 56 +801-110 +801-110 +80/-110 58 +801-110 +801-110 ou.a<o (< row -I TABLE 13: MAX. O.C. SPACING IFANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET APPLIES TO B, C OR D AN04ORS (SEETABLE 2) NOT APPLICABLE 11.8" TABLE DIMENSIONS MAYBE } ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT Ej�� 7� SIDE I SHORT SIDE f Imo— LONG SIDE —►'{ SHORT LONG SIDE Y� �� SIDE GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH _ I SHORT J-CHANNEL OR INTEGRAL SIDE FIN FRAMES. Window Design Pressure, (+I-pst) Use This table for Glass 17 3116" T Cap -Airspace - 7116" H/H with SG TyPe: Window Lang Side (in) Dimensions 77778 79 81 1 84 88 87 91 94 98 99 104 107 ill 1 118 120 125 136 144 38 +801-110 +80/-110 +801-110 +601-110 +80%110 +80/410 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 1 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 40 +80/-110 +801-110 +80/410 +801410 +60/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 42 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +BO/-11D +g0/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +BO/-110 +80/-110 +801-110 44 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/410 +80/-110 +80/-110 +601-110 +60/410 +801-110 +80/410 +80/-110 +801-110 48 +801-110 +801-110 +80%110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +60/-110 +80/410 +80/410 +801-110 +80/-110 50 +801-110 +801-110 +gg/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 51 +801-110 +80/-110 +80/-110 +8W-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/410 +80/-110 +80/-110 +80l-110 64 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +60/410 +80/-110 +80/-110 +801-110 +80/410 +80/-110 +801-110 a 56 +80/-110 +801-110 +801-110 +801-110 +8W-110 +801-110 +801.110 +80/-110 +891-110 +80/-110 +80/-010 +8D/-110 v 58 +601-110 +80/-110 +80/-110 +607110 +60/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 Co r 61 +801-110 +80/-110 +60/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 = 63 +80/-110 +80%110 +80/410 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 v, 64 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80%110 +801-110 +801-110 66 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 68 +80/410 +801-110 +801-110 1 +801-110 +801110 +801-110 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING 70 +80/-110 +801-110 +80/-110 +801-110 +801-110 THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 72 +80/-110 +80/-110 +801-110 +80/-110 APPUESTOB,CORDANCHORS 74 +801-110 +801-110 +801-110 (SEETABLE21 NOTAPPLICABLE 76 1 +801-110 +801-110 9" 77.7e 1 +80/-110 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORTOR LONG DIMENSION. 3) FOR ARCHTTECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. PRODUCT REVISED as complying with the Florida Building Code C) REVISED 83" LONG SIDE DIM TO 84" (N TABLE 13. o AK - 03116120 s j r� rn Y U nay O iy- O rn ala0 O N O Lo O In 0 C3 U- CD �e un�o�p g Z tD UUd F 4i JMO C7 W �>v W OZ O Z W in LL O p ®� O Z W W laays z y Z 0 W CO 2 Z eloaS F N LL Z N ¢ J Z (7 co to > o a aRl •asap saNa LYI�IN41/.,�, a�•.•'•V10ENgF'•, CCU sr : No. 50705 AL IE� A LYNN MILLER, P.E. P. 58705 FRAME ASSEMBLY DETHIL.� 3.500' 3.600" 1.376" �-+-- — prlj�] .062'--�-I�—. .062" r d d 355` .060" OANCHOR COVER 0 " -L 1.4Ij83" 0 c J I .864" .301' .625" . 625' 1.376" O J-CHANNEL FRAME 2 FLANGE FRAME 3.500" 3.500' 62 06Z 1.483" 1.483" ao j� o o� 1.375" O INTEGRAL FIN FRAME 4O EQUAL LEGIBOX FRAME O1".. -- ALUMINUMKII�pOLYISO- DESICCANTFILLAREA SILICONE HOT -MELT BUM&�A MENT BUTYLENE �I .864" STRUCTURAL 5116" NOM. I o •175° SILICONE SEAL STRUCTURAL 1!4` NOM. FOAM 3/16" NOM. SILICONE SEAL PO WRH BUTROLL-FORMED DESICCSTAINLESS STEEL WITH DESICCANT DESICCANT FINT. GLASS 7O 1" BEAD IXT. GLAS EXT. GLASS EXT. GLASS IXT. GLASS INT. GLASS INT. GLASSASS MITERED DURASEAL@ XL EDGE"`' CORNERS WITH KODISPACE SUPER O 83 SPACER I�R R""° 4SG TPS 6, SPACER® NXT- SPACER WELDS EXTERIOR Part # Description Material 80 Kommerling 4SG TPS Spacer System See this Sheet for 81 Quanex Super Spacer nXr with Hot Melt Butyl 82 Quanex Duraseai Spacer Materials 83 1 Cardinal XL Edge Spacer' -_-^ " "^ ^ # Part# Description Material 1 1 620117 J-channel Frame PVC 2 620118 IFlangs Frame PVC 3 620119 lintegral Fin Frame PVC 4 620120 JEquall Leg/Box Frame PVC 5 620133 Anchor Cover PVC 720136 7187 Glazing Bead PVC 720135 1" Glazing Bead PVC E74 Backbedding, GE 7700cr Dow 791 or Dow 933 Silicone 71646N Setting Block (718" x 1" x 1/8"), 85 +1-5 duro. EPDM as complyingg with the Florida Building Cod0 NOA-No. 20-0401.16 Ex iram Date: 413� 5 E,r 'V Mlam Dade Product'Cq trot o4l LY1V1v �.. 1070 TECHNOLOGY DRIVE �.......... ,y� ' LICENSE'• �� N. VENICE, FL 34275 `; �_�,• NOTES: 1) SOME PARTS NOT SHOWN FOR CLARITY. ® (941)-480-1600 = zl :' NO.58705 :. = __ -D ; 2) J-CHANNEL FRAME SHOWN, PART#1. OTHER FRAME TYPES APPLY. # 8-73, 76.77 8 79 ARE NOT USED AND ARE REGISTRATION #29298 o� `� •�'• �' ` � :� <C/�� %�.(� '., SAT OF '� VINYL FIXED WINDOW NOA (LMBSM) 9l9/14 3) ITEMS NOT PART OF THIS APPROVAL. BE LABELED FOR AAMA �s 'O ORI�P,.• /��i s� • • • • • • 0111 ` o BOM &ASSEMBLY o J ROSOWSKI 4) ENERGI PVC TO EXTRUDER CODE. i,771NAL l `t A. LYNN MILLER, P.E. P•E.#68705 m PW-5520 - NTS 11 OF 11 oz MD-5520.0 C