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HomeMy WebLinkAboutPW 5520 Series Vinyl PVC Fixed Window ImpactM ]AM I·pADEJI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)www.miamidade.Hov/economy PGT Industries, Inc. ION) Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-5520 Vinyl" PVC Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled '*Vinyl Fixed Window NOA (LM&SM)'t sheets 1 through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, 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. IV[ISSILE IMPACT RATING: Large and SmalI Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with ally 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# 14-0930.25 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. lj*11,6 NOA No. 16-0629.12 Expiration Date: April 30,2020 Approval Date: August 04, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 14-0930.25) 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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 Edge™ 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. 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 previous NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E-1 Rdilu«fj<f »t#:R / Manuel Pe;:e**E. V Product Control *xam*er NOA No. 16449.12 Expiration Date: April 30,2020 Approval Date: August 04,2016 E. G. PGT Industries, Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., lIne. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-58 Edition (2014), dated September 27,2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0930.25) 2. Statement letter of no financial interest, dated September 27, 2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOANo. 14-0930.25) 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under previous 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. OTHERS 1. Notice of Acceptance No. 14-0930.25, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl" PVC Fixed Window - L.M.I. approved on 04/30/15 and expiring on 04/30/20. E-2 Manuel Perez, P.En) V Product Control Exam*S,/ NOA No. 16-062912 Expiration Date: April 30,2020 Approval Date: August 04,2016 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. 3) FOR MASONRY APPLICATIONS [N 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. 1 X 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 TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). B, SEE SHEET 3 El 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 SEALING/FLASHING MAX. O.C. STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.4-13 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 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. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 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 [NTO 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; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOAS ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) "PVB" = .090" BUTACITE® PVB BY KURARAY AMERICA, INC. "SG"=.090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. GENERALNOTES 1 ELEVATIONS 1 FRAME, GLASS & ANCHOR OPTIONS 2 INSTALLATION, FLANGE & EQUALLEG 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL 4 GLAZING DETAILS 5 DESIGN PRESSURES...................6-10 BOM & ASSEMBLY...................... 11 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 4-3/16" HEIGHT: BUCK HEIGHT - 4-3/le STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 •AISI-S100-07/S2-2010 B f L 6" MAX. MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE)4 MAX O.C. SEE --- 114 TABLES 4-13 6" MAX.D, SEE SHEET 4 VISIBLE LIGHT WIDTH 11 1 VISIBLE LIGHT HEIGHT E 1 MAX. BUCK HEIGHT, SEE TABLES 4-13 (LONG OR 11 SHORT SIDE) - A, SEE SHEET 3 6" MAX.-4 1- TYP. EQUAL-LEG/BOX & FLANGE FRAME (90° CORNERS) MAX. O.C. SEE TABLES 4-13 VISIBLE LIGHT WIDTH 6" MAX - VISIBLE LIGHT HEIGHT -1 MAX. O.C. --4 ' SEE TABLES 4-13 MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) TYP. EQUAL-LEG/BOX & FLANGE FRAME (CURVED OR ANGLED CORNERS) 9-- 6" MAX. a MAX. O.C. SEE TABLES 4-13 MAX. O.C. SEE TABLES 4-9 f. C . jr -f : /. D f MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) , 0 ju - 6" MAX.1.25" -1 MAX. IMPACT RATING LARGE & SMALL MISSILE IMPACT RESISTANT MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) « |- MAX. O.C. SEE TABLES 4-9 ........'...'..' 11 11 VISIBLE LIGHT HEIGHT ..'' - 1.25" MAX. TYP. INTEGRAL FIN & J-CHANNEL FRAME (90' CORNERS) (ANCHORED THROUGH NAIL FIN) MAX. O.C. SEE TABLES 4-9 DESIGN PRESSURE RATING VARIES PER GLASS TYPE, SEE TABLES 4-13, SHEETS 6-10 VISIBLE LIGHT WIDTH --1 VISIBLE LIGHT WIDTH VISIBLE LIGHT HEIGHT C, SEE ' SHEET 4 -4 1-MAX. O.C. SEE TABLES 4-9 |-- 1.25"MAXMAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) C 1- 1.25" MAX. MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORTS[DE) 1.25· MAX MAX. O.C. SEE TABLES 4-9 MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORTSIDE) *CC IN . Cl LU > CE CD N 02 I UJ- 00 WZ PRODUCT RE'ViSWD as ce,mplying with *w Floe#tR MSt /606 EM,zion Date M lL 0 LLI 0 k*Uf* K-111,/Ret & 4 -· -3* iv i A.nUULL-*UA S* E -0 Eb ..42 1 @ -1 N gs 10 LL A 0- 05 mO 06 0_ Z 1 JR - 05/05/16 - ADDED SPACERS TOSHEET 11. 310(] Z 0 3 LU -1 LU 05 LU 0 Z -1 <C CL lit Z 111 0 ON ©MO LL 0 #aaVS Gsa(] Sapas 0,0,0,0 110o" OHY LYN/v . ''o453..·'GYEN*'S E No. 58705 : < * e...:LORIDA..... »S".,9,66..I ' - ' e'jej#>,vAL A. LYNN MILLER, P.E. P.E.#58705 <C 0 Z 0 0 Z B 111 E IL -1 Z 5 an!1 It % C) (0 OO B 0 0 CL AM UMDJO <C AGB CO Z 81035 0 LO CL 0 :8 Group B C E TABLE 1: D Glass Type 7 8 9 10 11 12 13 14 15 16 17 Description 7/8" Laminated I.G.6 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 7/8" Laminated I.G.. 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Liles of 1 /8" A Glass with .090" PVB Interlayer 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 1" Laminated I.G.. 1/8" T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Interlayer 1" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Interlayer 1" Laminated I.G.. 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Interlayer 1" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 1" Laminated I.G.. 3/16" T Exterior Cap + 3/8" Air Space + U16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 1" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer 1 " Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer TABLE 2: ANCHORS INSTALLED THROUGH FRAME A Anchor #10 SMS (steel, 18-8 S.S. or41OS.S.) 3/16" steel Ultracon #12 SMS (steel, 18-8 S.S. or 410 S.S.) 1/4" steel Ultracon 1/4" steel Creteflex 1/4" steel Ultracon 1/4" steel Cretellex 1/4" steel Aggre-Gator 1/4" steel Ultracon 1/4" steel Creteflex 1/4" steel Aggre-Gator Substrate P.T. Southern Pine (SG=0.55) Steel, A36* Steel Stud, A653 Gr. 33* Aluminum, 6063-T5* P.T. Southern Pine (SG=0.55) Concrete (min. 2.85 ksi) Ungrouted CMU, (AS™ C-90) P.T. Southern Pine (SG=0.55) Steel, A36* Steel Stud, A653 Gr. 33* Aluminum, 6063-T5* Concrete (min. 2.85 ksi) Ungrouted CMU, (ASTM C-90) Concrete (min. 3.35 ksi) P.T. Southern Pine (SG=0.55) Ungrouted CMU, (ASTM C-90) P.T. Southern Pine (SG=0.55) P.T. Southern Pine (SG=0.55) Grouted CMU, (ASTM C-90) Concrete (min. 2.85 ksi) Concrete (min. 3.35 ksi) Concrete (min. 3.275 ksi) TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor 2-1/2" x .131' Common Nail 2-1/2" Ring-shank Rooing Nail #10 Trusshead SMS (steel, 18-8 S.S. or41OS.S.) #12 SMS (steel, 18-8 S.S. or 410 S.S.) Substrate P.T. Southern Pine (SG=.55) P.T. Southern Pine (SG=.55) P.T. Southern Pine (SG=.55) Aluminum, 6063-T5* Steel Stud, Gr. 33* Steel, A36* P.T. Southern Pine (SG=.55) Aluminum, 6063-T5* Steel Stud, Gr. 33* Steel, A36* Min. Edge Distance 7/16" 3/8" 3/8" 3/8" 7/16" 1" 2-1/2" 1" 1" 2-1/2" 1" 1 1, 2" 2-1/2" 2-1/2" 1-1/2" 1" 2-1/2" 9/16" 3/8" 38" 3/8" Min. Edge Distance 3/8" 3/8" 1/2" 3/8" 3/8" 3/8" 9/16" 3/8" 3/8" 3/8" Min. Embedmene 1-3/4" 1-3/4" 1-3/8" 1-1/4" 1-3/8" 1-3/8" 2" 1-3/8" 0.050" 0.0451" (18 Ga.) 0.050" 1-3/8" 1-3/8" 1-1/4" 1-3/8" 0.050" 0.0451" (18 Ga.) 0.063" 1-3/4" 1-1/4" 1-3/4" 1-3/8" Min. Embedment* 2-7/16" 2-7/16" 1-3/8" 0.050" 0.0451" (18 Ga.) 0.050" 1-3/8" 0.063" 0.050" 0.050" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN Fu=45 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 1-- F Table # 4 5 6 6 7 8 9 10 11 12 13 "A" = ANNEALED "H"= HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" PVB INTERLAYER "SG" =.090' SENTRYGLAS INTERLAYER GLASS TYPES 14 THROUGH17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL I FIN FRAMES. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Lr C FLANGE -1 J-CHANNEL nn 0 -In --2 r---, -n! -In 2 ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13, SHEETS 6-10. LONG LONG LONG - SIDE 1.SIDE -1 1-SIDE .1 0%0 w IU ttv09 1 / / 11091 1 09 1 WZU) S \I. 1 1 I U) 11 1, t 11 1 11 LONG LONG SIDE -4 SIDE1- LU 59\ IW 0 1 i * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN Fu=45 KSI. TI MUJ 0Q Ic/) i LONG LONG LONGSIDE +1 |-SIDE --1 k- SIDE 3 Tr--13=>= Tr 58 / *U) U) kL CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 GS IN :} (D <D 0 [% 00 -1 1- -/1 1/1. 1 VINYL FIXED WINDOW NOA (LM&SM) GLASS/ANCHORS/FRAME OPTIONS PW-5520 NTS 2 2 OF 11 l/1 Ed 0Z e Z S --1 A r C CD SHORT SIDE 111 9/9/14 J ROSOWSKI MD-5520.0 %d a Z 1- -1 A BOX OR EQUAL LEG INTEGRAL FIN 0 r---/4 0. PG PRODUCT REVISED , as comp ying with 0,0 Floridl Buildi,g Coxie Acteptance Ne 16- 06'tq. 1% dpa*WADate r, , 2020eli. Miaii/£*de Pred,set datrof 4'2 A-11AG-- A. LYNN MILLER, P.E. P.E.#58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EXTERIOR i 2 FLANGE FRAME SHOWN 1- 0 9 ,le 9 «1*\ 11.3 VISIBLE BUCK LIGHT HEIGHT HEIGHT J EQUAL- LEG/BOX FRAME SHOWN =&41, : : ft'l - | EDGE DISTANCE A EMBEDMENT . . 4 I . . INSTALLATION ..1. OPTION 2 ANCHOREDTHROUGH 1 FRAME DIRECTLY INTO CONCRETE/CMU.VERTICAL SECTION B-B : 1_1 -\-L 1/4" MAX. SHIM TYP. ANCHOR TYPE, \ EMBEDMENT AND .-r'' - EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 7/8" THICK I.G. 1" THICK I.G. 1 C-T I r-™, *Fl F I. - I . 11.7 NOTES: EMBEDMENT -- EDGE DISTANCE f TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER. f SUBSTRATE, SEE TABLE 2, SHEET 2. 1) USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE 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. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 1/4" MAX. SHIM EMBEDMENT = | EDGE DISTANCE 44.4« -91 . 1 4 . ./ 1-j i.2 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 4-3/16" HEIGHT: BUCK HEIGHT -4-3/16" FLANGE FRAME SHOWN INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. »1. EXTERIOR 1 - 0 1/4" MAX. - i SHIM 1 11 11--., 11 li FLANGE / FRAME j SHOWN 1 I It 111)/1 1 -0 #10 OR#12 STEEL - SMS (G5), SEE TABLE 2, SHEET 2. 1-1] A, =f«) 0 _js jETERIOR 0 INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL L_---1 ® CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 51 Cl:= 0'4 <13 . (0 0 - 1/4" MAX SHIM Fl /3-> FO' 1_Ld INSTALLATION OPTION 3 1. THICK I.G. - * Tn-\J\ \\\\\H%\ \ \\\\ \\\\%\\\ \U\\ \ \\\\\\\\\\\\'\\ \\ \\ \\\*1 fi 7/8" THICK I.G. VISIBLE LIGHTWIDTH BUCK WIDTH HORIZONTAL SECTION A-A =,I DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 3, SHEET 2. . 1 If 11 1 EQUAL LEG/BOX / FRAME / SHOWN 11 11 1'1. C 0 - 1/4" MAX. SHIM 21 . 101= 157 INSTALLATION OPTION 4 ANCHORED THROUGH FRAME [NTO METAL VINYL FIXED WINDOW NOA (LM&SM) FLANGE & EQUAL-LEG/BOX FRAMES PW-5520 (D NTS 2 3 OF 11 {n MD-5520.0 2 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. - EMBEDMENT 1/4" MAX. - SHIM -1- EQUAL LEG/BOX FRAME SHOWN 9/9/14 J ROSOWSKI do A «4 4 41 EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND --EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. PRODUCT REVISED as com,slyims with #w Floridia Building Code 1A,wpwee Ne G.19*33·142 Expists**4©** .0020 V[«N »sade Produe (' d /656:eggfilefi.2*----7 A. LYNN MILLER, P.E. P.E.#58705 EXTERIOR 0 i INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1 3 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES J-CHANNEL FRAME SHOWN of? -* EMBEDMENT - -% 1 [r h) ir- 113 0 -*f VISIBLE BUCK LIGHT HEIGHT HEIGHT INTEGRAL FIN FRAME SHOWN * 8 : : : . = m '-1/4" MAX. SHIM TYP. ANCHOR TYPE, U. L EMBEDMENT AND EDGED[STANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) 7/8" THICK I.G. =«51 1"THICK I.G. .[I A) \U) L --1 1.- -EMBEDMENT VERTICAL SECTION D-D 1 F EDGE DISTANCE NOTES: 1/4" MAX. SHIM - EMBEDMENT * .. EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) 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 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK ORGREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DES]GN 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. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) 1/4" MAX. SHIM EDGE DISTANCE 1 INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 0,1 91 1" THICK I.G. -4 / E 4 1»1 5 Iczzio--7/8" THICK I.G 1- J-CHANNEL EXTERIOR -VISIBLE LIGHT WIDTH 4 LKe FRAME /SHOWN VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 4-3/16" HEIGHT: BUCK HEIGHT - 4-3/16" BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. '1 11 11 11 11 11 11 ti INTEGRAL FIN FRAME SHOWN [P - 1/4" MAX. SHIM Pj #10 OR#12 STEEL SMS (G5), SEE -7 SHIM»» 1/4" MAX. TABLES 2 & 3, SHEET 2.»SCE- /1 If C 1/ F]N AND/OR / / ) REMOVED IN-FIELDFLANGE MAY BE / 11, EXTERIOR /1 33 /7 -I INSTALLATION OPTION 7 INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL, SEE TABLE 3. SHEET 2. ® CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 {] 0 DI 3 . INTEGRAL FIN @ FRAME SHOWN INSTALLATION OPTION 8 INSTALLATION THROUGH THE FRAME, INTO METAL, SEE TABLE 2, SHEET 2. VINYL FIXED WINDOW NOA (LM&SM) J-CHANNEL & INTEGRAL FIN FRAMES PW-5520 2 4 OF 11 C Cb UD 0- t <D 8 NTS 9/9/14 1/4"MAX. SHIM 1-- EDGE DISTANCE Imi EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3 SHEET 2. (NAIL SHOWN) J ROSOWSKI MD-5520.0 33 A PRODUCT REVISED a cern*yig wo d* Fle¢ida Building CodeAccepte No 16. 2 621.\C E ·. sal' Datis .'009[) By Miess . Dade Product C D£(§fir A. LYNN MILLER, P.E. P.E.# 58705 5/16" NA PVB 7/16" AIR SPACE 1/8" 8 GLASS <P EXTERIOR 7/16" A/A PVB 7/16" AIR SPACE 1/8" T GLASS --- <3 EXTERIOR . GLASS TYPE 7 1- 1"NOM. --1 4' . GLASS TYPE 11 7/16"A/ASG 3/8" AIR SPACE -- 3/16" I GLASS 7 <] EXTERIOR GLAZING NOTES: 7" = ANNEALED "H" = HEAT STRENGTHENED T = TEMPERED "PVB" = .090" PVB "SG" =-090" SENTRYGLAS 4- 1" NOM. --4 GLASS TYPE 15 5/16" A/A PVB 7/16" AIR SPACE 1/8" I GLASS <3 EXTERIOR 7/16" A/A PVB 3/8" AIR SPACE 3/16" 8 GLASS -7 EXTERIOR *j) 7/16" H/H SG 7/16" AIR SPACE 1/8" T GLASS-1 < EXTERIOR . -4 7/8"NOM. - GLASS TYPE 8 4- 1" NOM. -1 . GLASS TYPE 12 4-- 1' NOM. --1 . GLASS TYPE 16 GLASS TYPES 14 THROUGH17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL I FIN FRAMES 5/16" A/A PVB 3/8" AIR SPACE 3/16" 8 GLASS--- <431 EXTERIOR '4 --1 7/8· NOM. |-- . P V GLASS TYPE 9 - 1" NOM. -1 7/leA/APVB 3/8" AIR SPACE - 3/16" I GLASS- 1 <3 EXTERIOR \* 7/16" H/H SG 3/8" AIR SPACE 3/16" I GLASS--7 <3 EXTERIOR . GLASS TYPE 13 4- 1"NOM. -- . GLASS TYPE 17 - 7/8' NOM. 1-- 5/16" A/A PVB 3/8" AIR SPACE 1 3/16" I GLASS -1 . ] EXTERIOR 7/16" A/A SG 3/8" AIR SPACE 3/16" 8 GLASS -1 <3 EXTER[OR . GLASS TYPE 10 k--- 1' NOM. 1 4 . GLASS TYPE 14 EXTER]OR :4 4 1/2" NOM.GLASS F BITE Typ. -411'f rET :3, I - Il 3?8124 Ul il |A A LL_,5 if- TYP. GLAZING DETAIL <C {k {\J . .. J 1 Ill > M . LD r r- (D N 02 I LU- 00 0 *% W U_ Xg 06 00 0 06 a_ z PRODUCT REVISED 5 c.mdying wid* th© Florida Babding Code Aocept.oce No -16c,Q,Q8%05#MD= #,1' 6/J/8 9»ti:.zin480 Product C<*trt) 1 8 ES 0 8-Da 0 Z B 0 0 Z 111 X LL -1 Z > @All «S-- A. LYNN MILLER, P.E. P.E.#58705 CO 65 -1 -1 <C LU 0 Z N _1 CD 3SGG CO 0 (0 0 7 X8 U AADJO #aagS saj./as CO Z 9/DOS 10 0- <C 'AGkj r* LL 0 LD ON DMO 0 0 :8 g g 85 0 g g 55 E TABLE 4: Window Dimensions TABLE 5: 18 20 22 24 26 28 30 32 34 36 38 51.05 Window Dimensions 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60.926 40 42 44 46 48 51.05 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 60.926 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/40 +/-50 +/-50 54 +/-50 +/-50 +/-50 +650 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 64 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 66 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 Window Design Pressure, (+/- psf) 1/8" A Cap - Airspace - 5/16" A/A with PVB Long Side (in) 56 58 62 64 68 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +650 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 72 76 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 &4 +/-50 +/-50 +/-50 +/460 +/-50 +/-50 +/40 +/40 +/40 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 Window Design Pressure, (+/- psf) APPLIES TO A, B, C OR D ANCHORS (SEETABLE 2) 1/8" T Cap - Airspace - 5/16" A/A with PVB Long Side (in) 68 70 74 77 +/-60 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 15" 80 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-49.9 84 +/-50 +/-50 +/-50 +/-50 +/-50 +/49.8 +/48.9 80 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 Use this table for Gass Ty pe: 84 87 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 4 87 +/-50 +/-50 +/-50 +/-49.1 +/-48.2 +/-47.4 APPLIES TO E OR F ANCHORS (SEETABLE 3) 4" MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 &4 APPLIESTOA, B, CORDANCHORS (SEE TABLE 2) 15" +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 92 +/-50 +/-50 +/-47,5 +/-46.1 +/-45.1 7 Use this table for Glass Type: 97 +/-50 +/47.3 +/45.4 +/43.9 8 99 +/-50 +1-46.7 +/-44.6 MAX. O.C. SPACING IFANCHORING THROUGH THE INTEGRALFIN PER SHEET 4 APPLIESTOEORF ANCHORS (SEETABLE 3) 3.5" FOR E ANCHORS, 4" FOR F ANCHORS SHORT SIDE 1_ T- SHORT SIDE t_ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. - LONG SIDEE - 111 - LONG SIDE --« 4 NOTES: 1) BUCK DIMENSIONS SHOWN. 111 SHORT SIDE SHORT SIDE 1- 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT ORLONG DIMENSION. , LONG SIDE LONG SIDE A i 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. ./ N ., a 1 -1 9 LL 0 PRODUCT REVISED as complying With She F]02{da Eu*:ding CodeAccept:ne. No -5519. 10 Mis,»i,floade FFEd,«.1 (»*» 3 7 ILI 2 M 0 >E 0 N 0U I UJ- 20 1- 6 2> N gs to LL xe 0= mO 05 0- Z @ 8 CD 1 G) LU E IL -1 Z 5 311!1 CD D(] <C 0 Z 0 Z 06 -1 < CO LU -1 03 LU M D (0 (0 LU 0- Z (9 ILI DS@0 3£ CO 0 C) 0 Or U/AD,0 CO Z e'DOS 0 L0 a_ ODWS Soues <C AGM T- LL 0 (D ON DMO A. LYNN MILLER, P.E. P.E.# 58705 0 0 10 TABLE 6: g -8 E .C CO Window Dimensions TABLE 7: g .g E3 E 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60926 Window Dimensions 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60.926 60.926 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 60.926 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-50 +/-50 +/-50 +/-50 +/-50 64 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 64 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 66 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 66 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-50 +/-50 +/-50 +/-50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-70 +/-70 +/-50 +/-50 Window Design Pressure, (+/- pst) 3/16" A Cap - Airspace - 5/16" A/A with PVB 3/16" T Cap - Airspace - 5/16" A/A with PVB Long Side (in) 68 70 74 77 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 1/8"TCap -Airspace - 7/16" A/A with PVB Long Side (in) 68 70 74 77 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 Window Design Pressure, (+/- psf) 460 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 41·50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +A70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 80 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 84 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 87 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 80 APPLIES TO A, B, C OR DANCHORS (SEE TABLE 2) 15" 84 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 87 MAX. O.C. SPACING IF ANCHORING ™ROUGH THE FRAMEPER SHEETS 3 &4 APPLIESTO 4 CORDANCHORS (SEE TABLE 2) 15.5' +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 92 +1-50 +/-50 +/-50 +/-50 +/-50 Use this table for Glass Types: 97 +/-50 +/-50 +/-50 +/-50 9&10 99 +/-50 +/-50 +/-50 MAX. O.C. SPACINGIFANCHORING THROUGH THE INTEGRAL FIN PER SHEET 4 APPLIES TO E OR F ANCHORS (SEETABLE 3} 3.5" FOR E ANCHORS, 4" FOR F ANCHORS 92 +/-70 +/-70 +/-70 +/-70 +/-70 Use this table for Glass Type: 97 11 99 +/-70 +/-70 +/-70 MAX. 0.C. SPACING iF ANCHORING THROUGH ™E INTEGRAL FIN PER SHEET 4 APPUESTOFANCHORS (SEE TABLE 3) 4" +/-70 +/-70 +/-70 +/-70 T- SHORT SIDE 1_ SHORT SIDE 1_ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. - LONG SIDE - - LONG SIDE -----] 111 -1 NOTES: 1) BUCK DIMENSIONS SHOWN. SHORT SIDE LONG SIDE 1- LONG SIDE 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. SHORT SIDE 111 A CN LU > CE CD cv 0X __j.' 02 Z u_ OW g 1- 1 2> PRODUCT REVISED as cen*iyig with 0% Fteida B:Kildii,g Code Accepta=eNG 16>.0 .IQ Expiration Dle •1-0 Mi,ihe »de P=#ft C \ 1 C\1 LOU. r-- - X* 06 00 0 a. z 1 @ 19 E LL 0 0 8 CD 1 It 0) CD 8DO <C 0 Z B 0 Z B A. LYNN MILLER, P.E. P.E.#58705 0 LU X LL -1 Z > 814!1 00 OO -1 0.- CO CO Ul -1 co <C LU D LU OK a_ Z C) LU C>sao U) B 0 (/) 0 CE =ir UMD30 AGN ON DMO FRS CO Z 0 C\1 lo 10 a- sauas r LL 0 0 0 N /8 65 TABLE 8: EB i' Window Dimensions TABLE 9: 32 34 36 38 40 42 44 46 48 50 52 54 56 57 60 62 64 66 68 69.649 Window Dimensions 32 34 36 38 40 42 44 46 48 50 52 54 56 57 60 62 64 66 68 69.649 69649 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 44-68.4 +1-67.1 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 69.649 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 71 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.9 +/-67.4 71 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Window Design Pressure, (+/- psf) +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69,9 +1-68.3 +1-66.7 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 3/16" A Cap - Airspace - 7/16" A/A with PVB Long Side (in) 73 75 78 80 85 +/-69.7 +/-67.9 +/-66.3 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.8 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-67 +/-65.2 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.2 +/-68.1 +/-65.3 Window Design Pressure, (+/- psf) +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +669.5 +/-67.8 +/-66.2 +/-64.7 +/-64 86 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.5 +/-66.9 +/-65.3 +/-63.8 89 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-67.8 +/-65.9 +/-64.2 +/-62,5 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 3/16" T Cap -Airspace - 7/16" A/Awith PVB Long Side (in) 73 75 78 80 85 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 APPLIESTO B, CORD ANCHORS (SEE TABLE 2) +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 15.5" 86 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 89 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 MAX. 0,C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 &4 APPLIES TO B, CORDANCHORS (SEE TABLE 2) 15.5" 92 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-67.4 +/-65.3 +/-63.4 +/-61.6 Use this table for Glass Types: 96 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 +/-66.4 +/-63.9 + /-61.9 +/-59.9 12 99 +/-70 +/-70 +/-70 +/-70 +/-70 +/-66.7 +/-63.7 +/-61,7 +/-59.7 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 4 92 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.5 APPLIESTO F ANCHORS (SEE TABLE 3) 4" Use this table for Giss Typer 96 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.8 +/-66,6 13 99 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.6 +/-66.3 MAX. O.C. SPACING IF ANCHORING THROUGH THEINTEGRALFIN PER SHEET 4 APPLIESTOFANCHORS (SEETABLE 3) 3.9" T- SHORT SIDE 1_ SHORT SIDE _1_ TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. -<--- LONG SIDE - --- LONG SIDE --+| -1 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 111 SHORT SIDE SHORT SIDE 1- 1 LONG SIDE h 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. 111 LONG SIDE ./ GS N LU > Of >ie 0 N 02 I LU- RO 0 0 0 r'- 1 C) PRODUCT REVISED ES Coltlpaying with tre Flmth Bul}ding Code Accept*sce Nol*-06 4•19. Expiration Dam 'ODZ) Tv..an'i jr« PrFC 1/ N Lo LL xe 0= m 0 06 a_ Z 1 S 3 LL 0 0 810(] AA.Z»f- A. LYNN MILLER, P.E. P.E.#58705 <C 0 Z B 0 Z LU X LL Z 5 8/11 % (/) OO -1 0 (f) LU -1 CD <C LLJ (0 (0 LU Z CD (0 111 0980 2 (0 0 (0 0 CE UAAD.$0 co Z 31D3S 0 LO O- Fews seues T- LL 0 00 <C AGhj ON DMO 0 0 :8 g -@ k75 E C 0 TABLE 10: 0 0 Window Dimensions TABLE 11 32 34 36 38 40 42 44 46 48 50 52 54 56 57 60 62 64 66 68 69.649 Window Dimensions 36 40 42 44 48 50 51 54 56 58 61 63 64 66 68 70 72 74 76 77.76 69.649 +80/-110 +80/-110 +80/-110 +80/-109.7 +80/-106.3 +80/-103.3 +80/-100.7 +80/-98.4 +80/-96,3 +80/-94.6 +80/-93 +80/-91.7 +80/-90.5 +80/-90 +80/-87.2 +80/-84.6 +80/-82.9 + 80/-81.1 +/-79.3 +/-77.7 77.76 +80/-110 +80/-110 +80/-110 +80/-107.3 +80/-102 +80/-99.8 +80/-98.8 +80/-96.1 +80/-94 +80/-91.4 +80/-87.8 +80/-85.5 +80/-84.4 +80/-82.2 +/-80 +/-78 +/-76 +/-74.1 +1-72.2 +/-70.5 71 +80/-110 +80/-110 +80/-110 +80/-108.9 +80/-105.5 +80/-102.5 +80/-99.8 +80/-97.5 +80/-95.4 +80/-93.6 +80/-92 +80/-90.6 +80/-89.4 +80/-88.8 +80/-86 +80/-83.8 +80/-82 +80/-80.1 +/-78.4 79 +80/410 +80/410 +80'-109.8 +80/-106.7 +80/-101.3 +80/-99.1 +80/-98 +80/-95.3 +80/-93.2 +80/-90.6 +80/-57 +80/-84.6 +80/-83.5 +80/-81.2 +/-79.1 +/-77.1 +/-75 +/-73 +/-71.1 Window Design Pressure, (+/- psf) 3/16" A Cap - Airspace - 7/16" A/A with SG Long Side (in) 73 75 78 80 85 +80/-110 +80/-110 +80/-110 +80/-107.8 +80/-104.4 +80/-101.3 +80/-98.6 +80/-96.2 +80/-94.1 +80/-92.2 +80/-90.5 +80/-89.1 +80/-87.8 +80/-87.2 +80/-84 +80/-82.1 +80/-80.1 +/-78.3 81 +80/-110 +80/-110 +80/-108.8 +80/-105.7 +80/-100.3 +80-98 +80/-96.9 +80'-94 +80/-91.6 +80-89 +80/-85.3 +80/-828 +80/-81.7 +/-79.4 +1-77.2 +/-75 +/-73 +/-71 +80/-110 +80/-110 +80/-110 +80/-106.8 +80/-103.3 +80/-100.2 +80/-97.5 +80/-95 +80/-92.9 +80/-90,9 +80/-89.2 +80/-87.7 +80/-86.4 +80/-85.8 +80/-82.5 +80/-80.4 +/-78.4 +80/-110 +80/410 +80/-109.5 +80/-105.5 +80/-101.9 +80/-98.8 +80/-96 +80/-93.4 +80/-91.2 +80/-89.2 +80/-87.4 +80/-85.8 +80/-84.4 +80/-83.4 +80/-80.1 +/-78 +80/-110 +80/-110 +80/-108.6 +80/-104.6 +80/-101 +80/-97.9 + 80/-95 +80/-92,5 +80/-90.2 +80/-88.2 +80/-86.4 +80/-84.7 +80/-83.2 +80/-82 +/-78.6 +80/-110 +80/-110 +80/-106.8 +80/-102.7 +80/-99.1 +80/-95.8 +80/-92,9 +80/-90.3 +80/-88 +80/-85.4 +80/-83.3 +80/-81.3 +/-79.3 +/-78.4 86 +80/-110 +80/-110 +80/-106.5 +80/-102.4 +80/-98.7 +80/-95.5 +80/-92.6 +80/-89.9 +80/-87.6 +80/-84.5 +80/-82.5 +80/-80.4 +/-78.5 89 +80/-110 +80/-110 +80/-105.5 +80/-101.4 +80/-97.7 +80/-94.5 +80/-91.5 +80/-88.1 +80/-84.6 +80/-82.4 +80/-80.2 +/-78.1 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 Window Design Pressure, (+/- psf) APPUESTOB, CORDANCHORS (SEE TABLE 2) 3/16" T Cap - Airspace - 7/16" A/A with SG Long Side (in) 83 +80'-110 +80-110 +80/-107.9 +80/404.7 +80/-99.2 +80/-96.9 +80/-95.8 +80/-92.1 +80/-90.1 +80/-87.5 +80/-83.6 +80/-81.1 +/-80 +/-77.6 +/-75.4 +/-73.2 +/-71.1 86 +80/-110 +80/-110 +80/-106.7 +80/-103.4 +80/-97.3 +80/-93.9 +80/-92.8 +80/-89.4 +80/-87.2 +80/-85.1 +80/-81.2 +/-78.8 +1·77.5 +/-75 +1 ·72.7 +/-70.5 87 +80/-110 +80/-109.9 +80/-106.3 +80/-103 +80/-96.2 +80/-93.1 +80/-92 +80688.5 +80/-86.3 +80/-84.2 +80/-80.5 +/-78 +/-76.6 +/-74.2 +/-71.9 91 +80/-110 +80/-108.5 +80/-104.8 +80/-101.4 +80/-92.5 +80/-89.9 +80/-88.7 +80/-85.1 +801-82.8 +80-80.6 +1-77.3 +674.8 +/-73.5 +/-71 13.2" 94 +80/-110 +80/-107.5 +80/-103.8 +80/-98.6 +80/-90.4 +80/-87.7 +80/-86.4 +80/-82.7 +80/-80.2 +/-78 +/-74.6 +/-72.3 +/-71.2 96 +80/-110 +80/-106.9 +80/-1032 +80/-96.7 +80/-89.2 +80/-86.2 +80/-85 +80/-81.1 +/-78.6 +/-76.3 +/-72.8 +/-70.6 92 +80/-110 +80/-109.4 +80/-104.7 +80/-100.5 +80/-96.8 +80/-93.5 +80/-90.4 +80/-85.5 +80/-82.6 +80/-80.2 +/-78 Use this table for Glass Type: 96 +80/-110 +80/-108.3 +80/-103.6 +80/-99.4 +80/-95.7 +80/-92.4 +80/-87.1 +80/-83.1 +80/-80.2 +/-77.6 14 99 +80/-110 +80/-107.6 +80/-102,9 +80/-98.7 +80/-95 +80/-90.7 +80/-84.7 +80/-81.6 +/-78.6 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 4 99 +80/-110 +80/-106.1 +80/-100.8 +80/-941 +80/-87.3 +80/-843 +80/-828 +/-78.9 +/-76.3 +/-73.8 +/-70.4 MAX. O.C. SPACINGIFANCHORING THROUGH THE FRAME PER SHEETS 3 &4 APPLIESTOB, CORDANCHORS (SEE TABLE 2) 13.2" NOTAPPLICABLE 104 +80/-110 +80/-104.8 +80/-97.7 +80/-91.4 +80/-84.4 +80/-81.1 +679.6 +1-75.3 +672.5 +/-70.2 Use this table for Glass Type 107 +80/-110 +80/-104.1 +80/-96.4 +80/-90.3 +80/-82.7 +/-79.3 4-77.7 +1·73.2 +/-70.5 SHORT SIDE 1_ T-- SHORT SIDE _L_ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. »- LONG SIDE - - LONG SIDE ---- GLASS TYPES 14 THROUGH17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL I FIN FRAMES. 15 111 +80/-110 +80-103.3 +80/-94.8 +80/-89.2 +80/-80.5 4-77 +/-75.3 +/-70.6 MAX. O.C. SPACINGIF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 4 NOTAPPLICABLE ALLOWABLE ANCHOR GROUPS PERSHEET 2 B,CORD - | SHORT | - SIDE -4 SHORT __ SIDE MAX. O.C. SPACINGIF ANCHORINGTHROUGH THE FRAME PER SHEET 3 NOTES: 1) BUCK DIMENSIONS SHOWN. 13.2" A LONG SIDE A 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 111 lIl LONG SIDE 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), F[ND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. . 1 1 UJ > M .to 02 Z L._ I LA- 00 WZ C\1 AS 1-0 LL Xe 06 m 0 06 a_ Z PRODUCT REVISED p.q complying with * FIorid* ]Gu,}ding Code Aceptance]401 -0 14•12 expiration Date /,2090 By Miami ade Product Contr . g 3 Ul 0 0 0 co r- 0 CO 1 % 31((1 0 Z 0 Z LU X IL -1 Z > Bil!1 06 -J 0 CO 111 -1 CO <C LU D LU CE a- Z (5 CO LU 0 3580 (0 B 0 CO 0 -3 UMDJ(] ON SMO IL 0 1eaWS seuas 497772- A. LYNN MILLER, P.E. P.E.#58705 CO Z EEES- 0 C.\1 a_ <C AG/1 0 d N :8 0 TABLE 12. g g 85 Window Dimensions 32 34 36 38 40 42 44 46 48 60.926 TABLE 13: g 8 65 Window Dimensions 50 52 54 56 58 68 70 72 74 76 77.76 36 40 42 44 48 50 51 54 56 58 61 63 64 66 60.926 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 77.76 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 64 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 79 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 66 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 81 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/410 +80/-110 +80/-110 +80/-110 +80/-110 Window Design Pressure, (+/- psf) 1/8" T Cap -Airspace - 7/16" H/H with SG Long Side (in) 68 70 74 77 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 83 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/410 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 86 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/410 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 80 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 84 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 87 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 &4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) 11.8' Window Design Pressure, (+/-psf) 3/16" T Cap -Airspace - 7/16" H/H with SG Long Side (in) 87 91 94 96 99 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/410 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 92 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 Use ths table for Glass Type 97 +80/-110 +80/-110 +80/-110 +80/-110 16 99 +80/-110 +80/-110 +80/410 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 4 104 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +8Q/-110 +80/-110 NOTAPPLICABLE 107 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 111 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 NOTES: 1) BUCKDIMENSIONS 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. SHORT SIDE t_ r- SHORT SIDE 118 _L_ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. - LONG SIDEE - »- LONG SIDE -- GLASS TYPES 14 THROUGH17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL I FIN FRAMES. +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 120 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 -1 Use this table for Glass Type: 125 I 136 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 SHORT SIDE SHORT SIDE 111 17 144 +80/-110 +80/-110 +80/-110 -T 1- 1- A LONG SIDE LONG SIDE CI LU > >E 0 81 0U I w 00 - LU E 2 LL 0 LU 0 PRODUCT REVISED as cori,4*,g with gle Florid, B,Rang Code A©c©ptmee No 06'ZA 4% Expirat Date '15*ID MiS, ade product CotiTT) u N gs ir) LL Xe 06 mO 0. z 1 @ -1 0 CD <0 1 .r C> <C 0 Z 0 Z B alDo ILI E LL -1 Z 5 81}11 a) {0 06 -1 A. LYNN MILLER, P.E. P.E.# 58705 LU (0 LU -J < 1- 11-1 M D (0 (0 LLI CL Z CD CO LU 0*0 (0 0 00 0 UMDJO < 'A88 ON DMO 1@@VS CO 1- Z '3)035 E a- se'jas IL 0 0 r- 0 CS C\1 :8 Part # FRAME ASSEMBLY DETAILS 80 81 1.376" -4-- .060 S --1 » -.355" ANCHOR COVER Description 1_ .301".625" Lt) 7/8" BEAD fj! 1.375" - .864".175" STRUCTURAL POLYISOBUTYLEN - -vi WITH DESICCANT EXT. GLASS MITERED CORNERS WITH INTERIOR AND EXTERIOR WELDS EXTERIOR 0 Kommerling 4SG TPS Spacer System Quanex Super Spacer nXT with Hot Melt Butyl 82 Quanex Duraseal Spacer 83 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 Material See this Sheet for Materials 5 7 3.500" .. 8+062" 1.483" J-CHANNEL FRAME 625" SILICONE STRUCTURAL SILICONE %--- 1/4" NOM.FOAM 7 WITH DESICCANT EXT.GAS n KODISPACE (80) - 4SG TPS 1 INT. GLASS NOTES: 1) SOME PARTS NOT SHOWN FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES APPLY. 3) ITEMS # 8-73,75-77 & 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 4) ROYAL PVC TO BE LABELED FOR AAMA EXTRUDER CODE. 5 l- 20 FLANGE FRAME n 1.483" liLI Jl i 1.375" 3.500".I »- .062" 1.483" --1B d--1 ALUMINUM - r-HOT-MELT BUTYL REINFORCEMENT POLYISO- BUTYLENE -- </--3/16" NOM.5/16" NOM.SEAL ' BUTYL & DESICCANT -1 ROLL-FORMED FOAM <\STAINLESS STEEL j EXT. GLASS -/1 EXT. GLASS INT. GLASS r- SUPER 8 SPACER® NXTTM TABLE 14: 1 2 3 4 5 6 7 74 78 3.500" .062" INTEGRAL FIN FRAME Part # 620117 620118 620119 620120 620133 720136 720135 71646N J-channel Frame Flange Frame Integral Fin Frame Equal Leg/Box Frame Anchor Cover 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 IN t] b INT. GLASS r DURASEAL®r XL EDGE™ f 82 3 (831 - SPACER -SPACER Description 7/8' Glazing Bead 1" Glazing Bead Backbedding, GE 7700 or Dow 791 Setting Block (7/8" x1"x 1/8"), 85 +/- 5 duro CERT. OF AUTH. #29296 -J Material Silicone EPDM VINYL FIXED WINDOW NOA (LM&SM) BOM & ASSEMBLY JR - 05/05/16 - ADDED SPACERS (b PW-5520 NTS ifi 11 OF 11 PVC PVC PVC PVC PVC PVC PVC C C) A@ MD-5520.0 2 9/9/14 J ROSOWSKI kd _J 8 A 3.500" .062" 8 UL CO--+ n EQUAL LEG/BOX FRAME DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL INT. GLASS 1.483" -1.- PRODUCT REVISED as comp<$11% with 12% Flarids Bu{}ding CndeAccept©lte 16·0*241.12*4307 2020 BY *l (3AillptiBA Mis:trade Proe,B C,='»5/ /'otly.LYN/v .", I :.epls*S * E NO. 58705 2 5 lib:5,5 50 ««ORID«,»0 ''",s/cjijAC d.3..//1//fillit\,\' A. LYNN MILLER, P.E. P.E.# 58705