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HomeMy WebLinkAbout5500 PW - NOA 17-0614.09 M IAM I ADE MIAMI-DADE COUNTY I 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) w w.miamidade.eov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. 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 NOAtt 16-0629.12 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. NOA No. 17-0614.09 Miarnoe�e CouNTY Expiration Date: April 30,2020 Approval Date: October 26,2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 1 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. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer°NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.12) 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-5t1 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 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel P rez, E. Product Control xa Diner NOA No. I - 614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 E- 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 6" Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14, 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. 16-0629.12, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manuel etez,P.E. Product Contra taminer NOA No. 7-0614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-2 GENERAL NOTES: SERIES 5520 IMPACT RAT NG DESIGN PRESSURE RATING IMPACT RESISTANT, VINYL FIXED WINDOW LARGE MISSILE VARIES PER GLASS TYPE,SEE IMPACT RESISTANT TABLES 4-13,SHEETS 6-10 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. J FOR INSULATED GLASS INSTALLATIONS ABOVE IN THE HVHZ,THE OUTBOARD MAX.O.C.SEE 1.25"MAX. B,SEE ___ TABLES 4-13 6„MAX. D,SEE MAX.O.C.SEE TABLES 4-9 LITE(CAP)MUST TEMPERED. SHEET3® SHEET4 TT P"•�0U•'v`1'F,P`v1S 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 4 ° • • • °• } & '��k�;8 µriff U k r etta :nnd APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE IT VISIBLE imti'n Dal LIGHT WIDTH MAX.BUCK LIGHT WIDTH ANCHOR TYPE. HEIGHT,SEE ___ _ 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. -- — TABLES 4-13 Ptta`t f7arSe t`'cucE 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (LONG OR SHORT SIDE) JR-06/06/17-UPDATED BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED) / VISIBLE SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK ' I ' • / VISIBLE ' ANCHORAGE TO FBC 2017. DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR A LIGHT A, SEE C LIGHT • C,SEE o ARCHITECT OF RECORD,(AOR). / HEIGHT SHEET 3 / HEIGHT SHEET 4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX.BUCK STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION HEIGHT,SEE ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER 1 0 RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX.O.C. �- TABLES R m SCOPE OF THESE INSTRUCTIONS. SEE TABLES (LONG D z Y 4_13 MAX.O.C. • SHORT SIDE) � W 7 6)MAX. 1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT SEE w IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED TABLES •� N w rncn o LOADS.WOOD BUCKS,BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 4-9 • • • } aT. O O IMPOSED ON THEM BY THE WINDOW. B 6 MAX —� �— D �— • 1.25"MAX. I � � Oro z w w �I Y� O �w 7)oeslcN PRESSURES: TYP. EQUAL-LEG/BOX& TYP. INTEGRAL FIN &J-CHANNEL z i 0 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,FRAME FLANGE FRAME (90° CORNERS) FRAME (90° CORNERS) = w ANALYSIS AND GLASS PER ASTM E1300. U B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST (ANCHORED THROUGH NAIL FIN) LU 1 25 MAX Z 00 =¢ U) PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. W �. 06 2 sMa C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6"MAX. —► o Z L _j O 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 6"MAX. O Q CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE �• MAX. Z W O HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR O.C. MAX.O WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO MAX.O.C.SEE SEE CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE SEE TABLES TABLES 4-9 TABLES Qrn O 06 777 FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. / 4 13 1 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. e T F O~ Z CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / SEE TABLES / VISIBLE 4_13 VISIBLE Q LU Z along JURISDICTION. LIGHT X Q O LIGHT 10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; HEIGHT HEIGHT L� W � ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& MAX. BUCK w U.) BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN / MAX.BUCK HEIGHT,SEE v Z W S&ALUMINUM DESIGN MANUAL HEIGHT,SEE / TABLES 4-9 j (D d SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NO TABLES 4-9 (LONG OR alpi 03.0 S."as 11)"PVB"= .090"TROSIFOLO PVB BY KURARAY AMERICA,INC. VISIBLE (LONG OR VISIBLE SHORT SIDE) "SG"=.090"SENTRYGLASO INTERLAYER BY KURARAYAMERICA,INC. LIGHTWIDTH SHORT SIDE) LIGHTWIDTH `. `CpY LYN/yM'%,� 6"MAX. • •° .``�.••�10EN$F'•/4(/ GENERAL NOTES.........................1 VISIBLE BUCKIGHT W DTHFOR HULAS SEE TABLES 4-13 �— ° • • • ° • • • ° ° • • • • ° • `\P�•.•• •�� /_ ELEVATIONS.................................1 I I MAX.O.C.SEE TABLES 4-9 1.25"MAX. _ 6"MAX. 1.25^ � � � � ' * ; No. 58�05 '• FRAME,GLASS&ANCHOR _ HEIGHT:BUCK HEIGHT-4-3/16" MAX. _ OPTIONS.............................2 MAX.BUCK WIDTH SEE TABLES 4-9 ✓1` INSTALLATION,FLANGE& CODES/STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 4-13 •• ` •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) EQUAL LEG..........................3 O STA F -: INSTALLATION, INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION TYP. EQUAL-LEG/BOX& TYP. INTEGRAL FIN & J-CHANNEL..........................4 . % '•.F(ORIDP.••'G,\�� ASTM E1300-09 J-CHANNEL FRAME (CURVED OR F GLAZING DETAILS........................5 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION FLANGE FRAME (CURVED �S'/' DESIGN PRESSURES...................6-10 *ALUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS) ANGLED CORNERS) �,,0/ONAL BOM&ASSEMBLY.......................11 •AISI S100-12 (ANCHORED THROUGH NAIL FIN) •AISC 360-10 A.LYNN MILLER,P.E. P.E.#58705 TABLE 1: Glass Table "A"=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Description # "H"=HEAT STRENGTHENED Type "T"=TEMPERED 7 7/8" Laminated I.G.: 1/8" A Exterior Cap+ 7/16" Air Space + 5/16" Laminated, (2) Lites of 1/8"A Glass with .090" PVB Interlayer 4 "PVB"=.090"TROSIFOL® 8 7/8" Laminated I.G.: 1/8"T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2)Lites of 1/8"A Glass with .090" PVB Intedayer 5 PVB BY KURARAY 9 7/8" Laminated I.G.: 3/16" A Exterior Ca + 3/8" Air Space + 5/16" Laminated; 2 Lites of 1/8"A Glass with .090" PVB Inteda er 0 C 6 AMERICA, INC. BOX AL P P ( ) y "SG"=.090"SENTRYGLAS® �Q EQUAL F-7Q 10 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 6 INTERLAYER BY KURARAY FLANGE LEG 11 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 7 AMERICA, INC. 12 T' 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 8 00 ❑ 13 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8"Air Space + 7/16" Laminated, (2)Lites of 3116"A Glass with .090" PVB Interlayer 9 14 1" Laminated I.G.: 3116" A Exterior Cap+ 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16"A Glass with .090" SG Interlayer 10 15 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" SG Interlayer 11 GLASS TYPES 14 THROUGH 16 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 12 ' 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL _ 17 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8"Air Space+ 7/16" Laminated; (2)Lites of 3116" H Glass with .090" SG Interlayer 13 • FIN FRAMES. J-CHANNEL INTEGRAL OQ TABLE 2:ANCHORS INSTALLED THROUGH FRAME �Q FIN Group Anchor Substrate Min. Edge Min. *MIN.OF 3 THREADS Distance Embedment* BEYOND THE METAL oa ❑ P.T. Southern Pine(SG=0.55) 7/16" 1-3/8" SUBSTRATE. # SMS Steel, A36* 3/8" 0.050" "UNGROUTED CMU" (steell,, 18 8 S.S. Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) VALUES MAY BE Or 410 S.S.) USED FOR GROUTED A Aluminum, 6063-T5* 3/8" 0.050" P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" CMU APPLICATIONS. 3/16" steel Ultracon Concrete(min. 2.85 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine(SG=0.55) 9116, 1-3/8" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES #12 SMS Steel, A36* 3/6' 0.050" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10. (steel, 18-8 S.S. Steel Stud, A653 Gr. 33' 3/8" 0.0451" (18 Ga.) "or 410 S.S.) LONG LONG LONG SHORT B Aluminum, 6063-T5* 3/8" 0.063" SIDE - -- SIDE SIDE - SIDE - 1/4" steel Ultracon P.T. Southem Pine(SG=0.55) 1" 1-3/8" r PRODUCT RrvisEi3 1/4" steel Creteflex P.T. SouthernPine (SG=0.55) 1" 1 3!8" complying w4h h-Ft vift 00 On Bufldnq Cod, 1/4" steel Aggre Gator P.T. Southern Pine (SG=0.55) 1" 1 3/8" W� �� N� e r ° r f �t Concrete(min. 2.85 ksi) 1" 1-3/4" w Fc sra.0 nee 2ca 1/4" steel Ultracon C Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1 rn D; LONG LONG LONG LONG LONG CD z Nlu n Da& 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" I� s1oE � I� SIDE All, yl f� SIDE yl f-- SIDE � � SIDE yl z 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" T 0111 r 1 oConcrete (min. 3.35 ksi) 2-1/2" 1-3/4" �w �w � � � NO CHANGES THIS SHEET. 1Allsteel CreteflexD Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" o0 o0oo �� 0000 ��1/4" steel Aggre-Gator . 3.275 ksi 1-1/2" iit Grouted CMU, (ASTM C-90) 2" 2" 1 1 1 L TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor Substrate Min. Edge Distance Embedment* s��\`ttY1LYNt// '// E 2-1/7' x .131" Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" 1070 TECHNOLOGY DRIVE � ��ON tCENg�M�� �'� 2-1/2" Ring-shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" Mateoal Min F Min. F" N. VENICE, FL 34275 Q�' F P.T. Southern Pine (SG=.55) 1/2" 1-3/8" Steel Screw 92 ksi 120 ksi (941)-480-1600 _* No. 58705 #10 Trusshead SMS 18-5 Screw 60 ksi 95 ksi Aluminum, 6063-TS* 3/8" 0.050" ® COPYRIGHT©2017PGTINDUSTRIES,INC. (steel, 18-8 S.S. 410 Screw 90 ksi 110 ksi Steel Stud, Gr. 33' 3/8" 0.0451" (18 Ga.) CERT.OF AUTH.#29296 ALL RIGHTS RESERVED p or 410 S.S.) Elco AggreGaton@ 57 ksi fl22ksi ° 0�•., A �F ��� F Steel, A36* 3/8" 0.050" MIN.OF3 Elco UltraConS 155ksi VINYL FIXED WINDOW NOA(LM&SM) a 9/9/14 F� P.T. Southern Pine (SG=.55) 9/16" 1-3/8" THREADS 410 SS Elco CreteFlexO 127Aksi o �C�s ..ORIDP,.•'G�2� #12 SMS BEYOND3 (steel, l8-BS.S. Aluminum, 3/8" 0.063" THE 606AT5SWm�lnum 3sksi oGLASS/ANCHORS/FRAME OPTIONSm� JROSOWSKI ''/SYONALSteel Stud, Gr. 33* 3/8" 0.050"or 410 S.S.) METAL Gr. 33 Stet9 Stud 33 ksl a 2 OF 11 ° m A.LYNN MILLER,P.E. Steel, A36' 3/8" 0.050" SUBSTRATE. PW-5520 NTS o z MD-5520.0 B P.E.#58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED THROUGH EDGE DISTANCE 1/4"MAX. 1/4"MAX FRAME INTO 2X WOOD gL ° FRAME OR BUCKSTRIP. 4 SHIM SEE NOTE 2,THIS SHEET. / EDGE m EDGE EMBEDMENT DISTANCE5 DISTANCE FLANGE R FRAME SHOWN 0 TYP.ANCHOR TYPE, 1"THICK I.G. TYP.ANCHOR TYPE, 2 �1/4"MAX. 74 , Li EMBEDMENTAND EMBEDMENT AND EDGE SHIM EDGE DISTANCE PER DISTANCE PERTYP.ANCHOR TYPE, SUBSTRATE, SUBSTRATE,SEE EMBEDMENTAND SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2. g EDGE DISTANCE PER SUBSTRATE,SEE o 5 TABLE 2,SHEET 2. 7/8"THICK I.G. FLANGE EXTERIO VISIBLE LIGHT WIDTH ►- 7 FRAME EQUAL- SHOWN LEG/BOX NOTES: BUCK WIDTH FRAME 718"THICK I.G. SHOWN 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. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 3,SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1/4"MAX. BUCK VISIBLE 1-1/2"THICK ARE TO BE CONSIDERED 1X LIGHT INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL �{ 1/4"MAX.SHIM HEIGHT HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SEE BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR TABLE 2,SHEET 2. GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE _. cura.gaiyissg wr%%ks 4tt:sTe STRUCTURE.WOOD BUCK DESIGN AND BuiMguR C':& INSTALLATION IS THE RESPONSIBILITY OF THE fscrsCiassrx-4?4y/T / ENGINEER OR ARCHITECT OF RECORD. By 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED �Q Nli TO AS DAYLIGHT OPENING)IS MEASURED FROM '"'``"'s anc P` "u' 1"THICK I.G. BEADING TO BEADING. JFLANGE, EQUAL LEG/BOX NO CHANGES THIS SHEET. FRAME TYP.ANCHOR TYPE, SHOWNEXTERIOR EMBEDMENTANDp� EXTERIOR ❑ �" 4 O EDGE DISTANCE PER SUBSTRATE,SEE INSTALLATION INSTALLATION EQUAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4 LEG/BOX �1/4"MAX.SHIM ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL �``���NYI�yNH777'% FRAME srlowN o 1070 TECHNOLOGY DRIVE ``���,.•L10EN �4���� VENICE, FL 34275(9 Q .• �� (941)-480-1600 - * No. 58705 EMBEDMENT ® * — COPYRIGHT©2017 PGT INDUSTRIES,INC. -0 '�CERT. AUTH.#29296 ALL RIGHTS RESERVED VISIBLE LIGHT FORMULAS '• 6 ( ( ` INSTALLATION WIDTH:BucKwIDTH-4-3/1s" v �O%N sra Q 4 � OPTION 2 HEIGHT:BUCK HEIGHT-4-3116" VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 a ` ; t�s IORIDP, ANCHORED THROUGH EDGE DISTANCE o m'' J ROSOWSKI /7�Sj/QNAL ENG`\` FRAME DIRECTLY INTO o FLANGE & EQUAL-LEG/BOX FRAMES o //111,11 CONCRETE/CMU. VERTICAL SECTION B—B °' c� - A.LYNN MILLER,P.E. PW-5520 NTS 30F11 oz MD-5520.0 B P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 1/4"MAX.SHIM 1/4"MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD kf EDGE DISTANCE ANCHORED THROUGH FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAMES S BUCKSTRIP. INTEGRAL FIN INTO 2X WOOD EMBEDMENT Eu NOTE 2,THIS SHEET. SEE NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCEJ-CHANNEL FRAMESHOWN EDMENT � 1"THICK LG.1/4"MAX.SHIM TYP.ANCHORTAND1 EMBEDMENTANDr�TYP.ANCHOR TYPE, EDGE DISTANCE PERU EMBEDMENT AND EDGE SUBSTRATE,SEE B DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. FNTEGRrA�LTYP.ANCHOR TYPE, n SEE TABLE 3,SHEET 2. (SCREW SHOWN) EMBEDMENT AND EDGE a I� 5 (NAIL SHOWN) O❑ 7/8"THICKI.G DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 3,SHEET 2. J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH 7 (NAIL SHOWN) FRAME n 7/8"THICK I.G. NOTES: SHOWN BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2&3,SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. EEIJ BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X LIGHT INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL HEIGHT 1/4"MAX. HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4"MAX.SHIM #10 OR#12 STEEL _ r WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK SMS(G5),SEE SHIM OR GREATER. 1X AND 2X BUCKS(WHEN USED) TABLES 2&3, SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2. P;`:JCJt"T T=R'"1 SED LOADS TO THE STRUCTURE.WOOD BUCK DESIGN mn ceaxrsPdyartB ;iGx€lxq F`tr` ' AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO By .. REFERRED TO AS DAYLIGHT OPENING)IS �Q Q Rq;a�•:'O3t6,�FrwexC ._. 1"THICK I.G. MEASURED FROM BEADING TO BEADING. FIN AND/OR FLANGE MAYBE NO CHANGES THIS SHEET. REMOVED IN-FIELD INTEGRAL FIN EXTERIOR EXTERIOR O TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN ❑ -1 ❑ p 3 AND EDGE DISTANCE PER �J SUBSTRATE,SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8 INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, FIN INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2.FRAME \ NN%%t I I l ///'77 1/4"MAX. SHOWN �SHIM 1070 TECHNOLOGY DRIVE ,�`��ON• 'N�ti!/ INSTALLATION ❑ o N. VENICE, FL 34275 Pam• ' LICENSE •,(�� OPTION 5 EDGE (941)-480-1600 _ * No. 58705 *_ DISTANCE ® _ /,-, ANCHOREDTHROUGH COPYRIGHT©2017 PGT INDUSTRIES,INC. pp INTEGRAL FIN INTO 2X CERT.OF AUTH.#29296;i7A ALL RIGHTS RESERVED ••, . / Pam{/- • Q'; WOOD FRAME OR VISIBLE LIGHT FORMULAS ;O�•., sT TE F " •'•��� BUCKSTRIP.SEE NOTE 2, WIDTH: BUCK WIDTH-4-3/16" VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14 % � ••,F(pRIDP•.•' THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-4-3/16" 3 /%`S'S ....... VERTICAL SECTION D-D o J-CHANNEL & INTEGRAL FIN FRAMES om J ROSOWSKI /// NAL O \ m °i d �^ A.LYNN MILLER,P.E. PW-5520 NTS 40F11 oz MD-5520.0 B P.E.958705 --►{ 7/8"NOM. 7/8"NO _ 7/8"NOM. —► 7/8"NOM. r 5/16"A/A PVB 5/16"A/A PVB-- 5/16"A/A PVB 5/16"A/A PVB 7/16"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE ?R0EKA-f PEVISSD 1/8" A GLASS 1/8" T GLASS 3/16"A_GLASS 3/16"T GLASS as cnnipiying Nab tht' Bail diaxg Cade cc�ptauu: -0 !4.. aEXTERIOR a EXTERIOR EXTERIOR a EXTERIOR Expiration Date By 80-83 80-83 80-83 80-83 �Ai i Dada'Proanet L`olft GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET. 0 �- 1"NOM. 1"NOM. 1"NOM. -' 1"NOM. �{ Y U j U naa 7/16" A/A PVB- 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A SG w rn p Ro 0 0 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE } adoo p o U N zw N 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 3/16"_A GLASS 0 M -, LL? a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR z LLL SO i umo�Q U W O O L 80-83 80-83 80-83 80-83 U J � — 00 W ON W F_ Z 7 =V' 4 otS HMO GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z ° g a LL 0 0 z 0 aa4S N Z J U) I� I"NOM. -► ►- 1"NOM. y � 1"NOM. �j i � a Z BY D 0 W Miami Dado Product C. lroG ¢ W p 7107, 7/16" A/A SG 7/16" H/H SG 7/16" H/H SG EXTERIOR ° ILLZ 3/8"AIRSPACE 7/16"AIR SPACE 3/8"AIR SPACE a w N 1/2"NOM.GLASS U z Q 3/16"T GLASS 1/8"T GLASS 3/16"T GLASS BITE rvP. j o _ 80-83 EXTERIOR a EXTERIOR a EXTERIOR a111osep sai�aS 6 7 74 \\\t1\1111111//// . LYNAy4 80-83 1 80-83 80-83 ���•. .�10ENSF•.�(�� GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 * No. 58705 om '�O "A"=ANNEALED a " �'•, S7 Tt F :•�44; - "H"=HEAT STRENGTHENED GLASS TYPES 14 THROUGH % � •'•F�ORIDP..•'• � � "PVBTE 090T ROSIFOLO ' J NOT BE USED OR INTEGRAL '//'SS,�ONAL ENG`�`` TYP. GLAZING DETAIL PVB BY KURARAY AMERICA,INC. _ FIN FRAMES 1 11 1 1 01 t "SG"=.090"SENTRYGLAS® A.LYNN MILLER,P.E. INTERLAYER BY KURARAY AMERICA,INC. P.E.#58705 TABLE 4: Window Design Pressure,(+I-psf) Use this table fa Glass 7 1/8"A Cap-Airspace -5116"A/A with PVB Ty pe: Window Long Side(in) TABLE DIMENSIONS MAY BE Dimensions 51.05 54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR 18 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +1-50 +/-50 +/-50 +/-50 +t-50 HORIZONTALLY AS SHOWN. 20 +/-50 +/-50 +1-50 +1-50 +1-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 LONG PRODUCT, My g W� b ON / SIDE ..7 eerios�g�'€��arstlxtt�s° _ 22 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/50 +/-50 +/-50 +/-50 +/-50 LONG SIDE uildingrode 24 +t-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +150 +/-50 +/-50 +/-50 P`a`'`'e ° - - 26 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 SHORT 28 +/-50 +l-50 +/-50 +/5 SIDE 0 +/-50 +/-50 +/-50 +t-50 +(-50 +/-50 +/-50 +/-50 ::�� ,y ;;i CBde d ai e'r.' ' 30 +/-50 +/-50 +1-50 +1-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/50 +/-50 SHORT — SIDE I— d 32 +t-50 +/-50 +/-50 +/-S +/50 +/-50 +/50 +/-50 +1-50 +/50 NO CHANGES THIS SHEET. 34 +/-50 +150 +/-50 +/-50 +/-50 +/-50 +1-50 +/50 +1-50 36 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/50 LONG SIDE N 38 +/-50 +/-50 +/50 +1-50 +/-50 +1-50 +t-50 40 +1-50 +1-50 +/-50 +/50 +/-50 +/-50 SHORT MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING LONG 42 +/-50 +/50 +/-50 +/50 +/-50 SIDE �� SIDE THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET zj Y CO 44 +1-50 +/50 +/-50 +1-50 W APPLIESTOA,B,CORDANCHORS APPLIESTO E OR F ANCHORS - > ^aa 46 +/-50 +/50 +/50 w rn O (SEE TABLE 2) (SEE TABLE 3) OL a 48 +/50 +1-50 15.1 a" rn r alo0 p 51,05 +/-50 Cr 04 ?m of rq — SHORT — O r w —� rn '1 SIDE I— 0 J O a Z U- C) n I l/MOIQ C U W o o! J TABLE 5: W W � 'ON 06 Window Design Pressure,(+/-psfl Use this table F-Use ; W a 9M4 for Glass $ n a -1 Q 1/8"T Cap -Airspace-5/16"A/A with PVB Type: Z 0) 00 Q (q LL Window Long Side (in) Z ro O to Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 32 N+15 +/-50 +/-50 +/-50 +/50 +/-50 +t-50 +/-50 +/-50 +/50 +1-50 +/50 +/-50 0 ~ rn 0 W 7aa4S 34 +1-50 +/50 +/50 +150 +/-50 +1-50 +/50 +/-50 +/-50 +/-50 +/-07.3 +/-46.7 L N Z 7 (n 36 +/-50 +/-50 +/-50 +/50 +1-50 +/-50 +/50 +/-50 +/-50 +/-47.5 +/-45.4 +/-44.6 = U) F- 38 +t-50 +/-50 +1-50 +150 +l-50 +/50 +ISO +/-50 +/-49.1 +/-46.1 +/-03.9 Q W 2' al°'S 40 +/-50 +/-50 +1-50 +/50 +/-50 +l-50 +150 +/-50 +/48.2 +/-45.1 wo X O- p 42 +/-50 +/-50 +/-50 +/SO +/-50 +/-50 +/50 +/-09.8 +/-47.4 LL z N J C' [j m 44 +150 +/-50 +1-50 +/-50 +/50 +/-50 +/-50 +/50 +/-08.9 I (wj Z W N 46 +/SO +/-50 +/-50 +/-50 +ISO +/-50 +1-50 +/49.9 � 0 0_ 0 48 +/SO +/-50 +/-50 +/50 +/50 +1-50 +/-50 alliy asa4 sai�a5 N 50 +/SO +/-50 +/-50 +1-50 +/50 +/-50 52 +150 +t-50 +/-50 +/-50 +/50 MAX.O.C.SPACING IF ANCHORING MAX.O.G SPACING IFANCHORING �� ij Y LYN THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 �� \j� ... ... N!I,j 54 +/50 +l-50 +/-50 +/-50 NOTES: �\CEN qt •.�� APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS 1)BUCK DIMENSIONS SHOWN. Q?.• '• � 56 +/50 +/-50 +/-50 (SEE TABLE 2) (SEE TABLE 3) 2)FOR SIZES NOT SHOWN,ROUND UP TO THE * : NO. 58705 58 +/50 +/-50 15" 3.5"FOR E ANCHORS,4"FOR F ANCHORS NEXT AVAILABLE SHORT OR LONG DIMENSION. 60.926 +/SO C P - 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), ?J '• FIND THE SMALLEST SQUARE WINDOW SIZE IN 0. STA E F (v` THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL �i� FCORION..•'' WINDOW WILL COMPLETELY FIT WITHIN. / ••• �'�7S�ONAL ENG�`• /IIIIIIII\\` A.LYNN MILLER,P.E. P.E.#58705 TABLE 6: Window Design Pressure, (+f-psf) Use this table 3/16"A Ca -Airspace-5/16' A/A with PVB Ty pes:for class 9& 10 3/16"T Ca -Airspace -5/16"A/A with PVB TABLE DIMENSIONS MAY BE Window Long Side(in) ORIENTED VERTICALLY OR Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN. 32 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +1-50 +/-50 +/-50 +/-50 +1-50 +/-50 LONG yer, rjC- REV19120 34 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 +1-50 +(SO SIDE }i po„s y rig with the k` of (� LONG SIDE � :jai°dseLx c�€xHe 36 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/50 rytux t ��t4 °p� 38 +I50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-60 +/-50 +/-50 +/-50 o-.,;y;saf� n Caw SHORT 40 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +1-50 +/-60 +/-50 +/-50 SIDE �� tSi v Lr`•4e1e L�*rxixx;x 42 +/S0 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 SHORT _ SIDE r 44 +/SO +/-50 +/-50 +/-50 +/-50 +/-50 +150 +/-50 +/-50 NO CHANGES THIS SHEET. a � 46 +ISO +l-50 +/-50 +/-50 +1-50 +/-50 +150 +/-50 48 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 �~ LONG SIDE v Sp +/{0 +/-50 +1-50 +/-50 +/-50 +/-50 52 +/50 +/-50 +(-50 +/-5O +(-50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 SHORT LONG 54 +ISO +/-50 +1-50 +/-50 _ APPLIES TO A,B,COR DANCHORS APPLIES TO EORFANCHORS SIDE SIDE m 56 +/SO +/-50 +/-50 (SEE TABLE 2) (SEE TABLE 3) W ? 7 Y U) nay 58 +/SO +/-50 15" 3.5"FOR E ANCHORS,4"FOR F ANCHORS w 60.926 +(SO } LO > 700 O (9 N z w W N - SHORT — O M w --� '1 SIDE I— 0 J p a .fig Q TABLE 7: Z D' co ^i um°i0 Window Design Pressure,(+!-psf) Use this la 2 0 R� _ for Glass O (� o O� 1/8"T Cap -Airspace-7/16"A/A with PVB Type: 11 Z v �< � OMo w . Window Long Side (in) > a 2 00 Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z °� o Q U) 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z _3 p on 34 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 H 36 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +1-70 +1-70 +1-70 O LU taays 38 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 Z 0_ 40 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 = 42 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 a Z C Q W 0 aI°°S `d 44 +1-70 +/-70 +/-70 +1-70 +/-7p +/-70 +/-70 +/-70 +/-70 - " x o v O U- Z N co 46 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 w } tJr U5 48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z W d rn 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 > 52 +/-70 +/-70 +/-70 +/-70 +/-70 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING ailllxa0 sai�ag 54 +/-70 +1-70 +1-70 +/-70 THROUGH THE FRAME PER SHEETS 38,4 THROUGH THE INTEGRAL FIN PER SHEET4 APPUESTOB,CORDANCHORS APPLIES TO F ANCHORS t �O\A ivly 56 +lao +lao +1-70 .`. ` ANY LYNN %. (SEE TABLE 2) (SEE 3} NOTES: ` �� •'•LtGENSF <1 +/-70 15.5^ 4" 1)BUCK DIMENSIONS SHOWN. 60.926 +/-70 '� 2)FOR SIZES NOT SHOWN,ROUND UP TO THE - 7F :• �-. No. 58705 _ NEXT AVAILABLE SHORT OR LONG DIMENSION. : /3 -®"s• * - a t G� 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), ��0 '., gTA E( F/ ��� FIND THE SMALLEST SQUARE WINDOW SIZE IN - T (U ^ THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ���s'•.;c(ORIDP..'G��`� WINDOW WILL COMPLETELY FIT WITHIN. it I ENt`� A.LYNN MILLER,P.E. P.E.#5L2 TABLE 8: Window Design Pressure,(+/-pst) I Use this table to Glass 92 3/16"A Cap -Airspace-7/16"A/A with PVB Types: Window Lang Side(in) TABLE DIMENSIONS MAY BE Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 ORIENTED VERTICALLY OR 32 +/-70 +/-70 +l-70 +/-70 +l-70 +l-70 +1-70 +/-70 +1-70 +1-70 +t-70 +l-70 HORIZONTALLY AS SHOWN. 34 +1-70 +l-70 +l-70 +/-70 +l-70 +1-70 +/-70 +/-70 +/-70 +l-70 +/-70 +l-70 LONG 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 SIDE ," Co LONG SIDE t sn B. r"'ocv 38 +1-70 +1-70 +l-70 +l-70 +1-70 +/-70 +l-70 +/-70 +/-70 +l-70 +/-70 +/-70 �/ e , y 9 ®��) (9 40 +/-70 +/-70 +l-70 +1-70 +l-70 +1-70 +/-70 +1-70 +1-70 +l-70 +/-70 +/-70 ;,P�r _ 42 +/-70 +l-70 +1-70 +/-70 +/-70 +/-70 +l-70 +1-70 +l-70 +l-70 +/-69.5 +1-66.7 SHORTY. SIDE �� NCioz:_'Jazi;Pmdtic?Cux� 44 +/-70 +/-70 +1-70 +1-70 +l-70 +1-70 +/-70 +/-70 +l-70 +/-69.9 +/-66.4 +1-63.7 SHORT SIDE 46 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-69.9 +l-67.4 +1-63.9 +/-61.7 NO CHANGES THIS SHEET. 48 +l-70 +1-70 +/-70 +1-70 +l-70 +/-70 +l-70 +1-70 +l-67.8 +/-65.3 +/-61.9 +/-59.7 v 50 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-69.5 +/-68.5 +/-65.9 +/-63.4 +/-59.9 rn 52 +/-70 +1-70 +1-70 +l-70 +/-70 +/-70 +/-67.8 +l-66.9 +l-64.2 +l-61.6 �- LONG SIDE 54 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-66.2 +l-65.3 +l-62.5 co 56 r+I-69.9 +1-70 +1-70 +/-70 +l-70 +/-69.2 +l-64.7 +/-63.8 SSIDET LONG 57 +l-70 +/-70 +/-70 +/-69.8 +l-68.1 +/-64 + �� SIDE uJ z Y m 60 +/-70 +/-70 +1-69.7 +/-67 +/-65.3 J- > w �aa 62 +/-70 +/69.9 +/$7.9 +165.2 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING d' � THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 } r � 74 G W O 64 +1-70 +/66.3 +/66.3 APPLIESTOB,CORDANCHORS APPLIESTO FANCHORS C7 N zy 0_ 66 +/$8.9 +!66.7 (SEE TABLE 2) (SEE TABLE 3) -) SHORT _ O M -� � 68 +/-68A +l-67.4 15.5" 4�- -I SIDE O LL C) a i m CD o o 69.649 +1-67.1 U LLI o a 0 LU TABLE 9: 1-- LU C9¢ U) GMG Window Design Pressure,(+l-psf) Use this table o > ; for Glass 13 p a v U 3/16"T Cap -Airspace-7/16"A/A with PVB Type_ z o a w LL Window Long Side(in) OZ ED O 00 Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 � F 32 +/-70 +l-70 +/-70 +/-70 t/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +l-70 +/-70 LI aa O LayS 34 +l-70 +/-70 +/-70 +/-70 +1-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 �_ Z O 36 t/-70 t/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 = (p Z 38 t/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 4 W K alooS 40 +/-70 +l-70 +l-70 +/-70 +1-70 +1-70 +l-70 +/-70 +/-70 +1-70 +1-70 +1-70 o X a o Il Z N 42 +l-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +t-70 +l-70 +/-70 W } U' 44 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +1-70 +l-70 +l-70 +/-70 +1-70 +/-70 0 Z OJ d 46 +l-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +l-70 +/-70 +/-70 +l-70 +/-68.6 > 0 c 48 +/-70 +/-70 +/-70 +1-70 +/-70 +l-70 +/-70 +/-70 +/-70 +1-70 +/-68.8 +/-66.3 allllosaG sauag a 50 +l-70 +1-70 +1-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-66.6 rn 52 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +1-68.5 \�.�\QNY L...... 54 +l-70 +l-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-69.5 NOTES: \Q� LIGENgF •,����/ N 1)BUCK DIMENSIONS SHOWN. 56 +/-70 +/-70 +/-70 +l-70 +l-70 +1-70 +/-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE - * :• No. 58705 _ 57 +/-70 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 - * _ NEXT AVAILABLE SHORT OR LONG DIMENSION. _-0 .• 60 +l-70 +/-70 +/-70 +/-70 +/-70 +l-70 �% -Z (( - MAX.O.C.SPACING IF ANCHORING MAX.O.C.5PACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), fa ` ( ���\ 62 +1-70 +l-70 +l-70 +/-70 +/-70 FIND THE SMALLEST SQUARE WINDOW SIZE IN 10' ST TE OF THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET i 64 +1-70 +1-70 +1-70 +1-70 THE TABLES ABOVE WHICH THE ARCHITECTURAL '•.icC APPLIES TO B,C OR D ANCHORS APPLIES TO F ANCHORS ( ) �s ORIDP,.•'G \ 66 +/-70 +/-70 +/-70 WINDOW WILL COMPLETELY FIT WITHIN. ` (SEE 2) (SEE TABLE 3) 77// �0NAL 68 +/-70 +/-70 15.S" 3.9" 69.649 +1-70 A.LYNN MILLER,P.E. P.E.#58705 TABLE 10: Window Design Pressure,(+l-pst) use fors false for Glass •t4 3/16" A Cap-Airspace-7/16"A/A with SG Type: Window Long Side(in) •• Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 32 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80l-110 HORIZONTALLY AS SHOWN. 34 +80/-110 +80l-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-109.4 +80/-108.3 +801-107.6 LONG ple; KICT r�#ISSr` 36 +801-110 +80/-110 +801-110 +80/-110 +80/-109.5 +80l-108.6 +80/-106.8 +80/-106.5 +80/-105.5 +80/-104.7 +80/-103.6 +801-102.9 SIDE x,umn)�Lyiaf^-r8ha hA ' LONG SIDE rRzn"�dk -".,jade 38 +80/-109.7 +80l-108.9 +80l-107.8 +801-106.8 +80/-105.5 +80l-104.6 +80/-102.7 +801-102.4 +80/-101.4 +80/-100.5 +80/-99.4 +801-98.7 �- �/ 'Oceg)S,+ase rya 40 +801-106.3 +80l-105.5 +801-104.4 +80/-103.3 +80/-101.9 +80/-101 +801-99.1 +80/-98.7 +80/-97.7 +80/-96.8 +80l-95.7 +80/-95 - 42 +80/-103.3 +SO/-102.5 +80/-101.3 +80l-100.2 +801-98.8 +80/-97.9 +80/-95.8 +801-95.5 +80/-94.5 +80/-93.5 +801-92.4 +80/-90.7 SHORT SIDE / 44 +80J-100.7 +80/-99.8 +801-98.6 +80/-97.5 +801-96 +80/-95 +80/-92.9 +80/-92.6 +80/-91.5 +80/-90.4 +801-87.1 +80/-84.7 "��)xi e Product 46 +80/-98.4 +80/-97.5 +80/-96.2 +80l-95 +8(I/-93.4 +80/-92.5 +80/-90.3 +80/-89.9 +80/-66.1 t80l-85.5 +601-83.1 +80/-81.6 SHORT NO CHANGES THIS SHEET. 48 +80/-96.3 +80/-95.4 +80/-94.1 +80/-92.9 +80/-91.2 +80/-90.2 +80/$8 +80/-87.6 +80/-84.6 +801-82.6 +801-80.2 +/-78.6 a 50 +801-94.6 +80/-93.6 +80l-92.2 +80l-90.9 +801-89.2 +80/-88.2 +80/-85.4 +80/-84.5 +80l-82.4 +801-80.2 +1-77.6 o z 52 +80/-93 +80/-92 +80/-90.5 +80/-89.2 +80!$7.4 +80/-86.4 +801-83.3 +80/-82.5 +80/-80.2 +/-76 �- LONG SIDE 'v o -87.7 +80J-85.8 +80l-84.7 +80/-81.3 +80/-80.4 t/-78.1 co 54 +801-91.7 +80l-90.6 +801-89.1 +80/ 56 +80/-90.5 +80/-89.4 +80/-87.8 +80/-86.4 +801-84.4 +80l-83.2 +1-79.3 +/-78.5 SHORT LONG 57 +801-90 +80/-88.8 +80l-87.2 +80/-85.8 +801-83.4 +80/-82 +/-78.4 SIDE �� SIDE L m 60 +80/-87.2 +80/-86 +80/-84 +80/-82.5 +80/-80.1 +l-78.6 z � "aa 62 +80/-84.6 +80/-83.8 +80/-82.1 +80l-80.4 +/-78 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING w 5 THROUGHTHE FRAME PERSHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET N O O LO 64 +80/-82.9 +80/-82 +801-80.1 +/-78.4 04 elo4 N APPLIES TO B,C OR D ANCHORS C0 N Z w W 66 +80/-81.1 +80/-80.1 +/-78.3 't (SEE TABLE 2) NOT APPLICABLE -�{ SHORT O � -� LO GLASS TYPES 14 THROUGH J Cl) 68 +l-79.3 +/-78.4 13•2„ 17 MAY NOT BE USED WITH SIDE O J O 69.649 +/-77.7 J-CHANNEL OR INTEGRAL Z U- to r S umvio FIN FRAMES. = LL TABLE 11: W U O ON Window Design Pressure,(+I-psi Use this ~ w 9< 06 9Ma for Glass 15 O > g 3/16"T Cap -Airspace-7116"A/A with SG Type: o Z o 9 Side Lan m Window C ) QO -j O Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 111 Z Q 36 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80l-110 +80/-110 +80/-110 +80/-110 I- aa 40 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 +80/-109.9 +80/-108.5 +80/-107.5 +801-106.9 +80/-106.1 +80/-104.8 +801-104.1 +801-103.3 ® m w� I vs 42 +80/-110 +80l-109.8 +80/-108.8 +801-107.9 +80/-106.7 +80/-106.3 +80/-104.8 +80/-103.8 +801-103.2 +80/-100.8 +80l-97.7 +80/-96.4 +80/94.8 * Z U) � 44 +80/-107.3 +801-106.7 +80/-105.7 +80/-104.7 +80/-103.4 +80/-103 +801-101.4 +80/-98.6 +80/96.7 +80/-94.1 +80/-91.4 +80J-90.3 +80/$9.2 Z 48 +80l-102 +8N-101.3 +80/-100.3 +801-99.2 +80197.3 +80/-96.2 +80'-92.5 +80/-90.4 +80/-89.2 +80/-87.3 +801-84.4 +80/-82.7 +80l-80.5 ¢ W W elooS o X D- 50 +801-99.8 +80/99.1 +801-98 +80/-96.9 +80/93.9 +80/-93.1 +80'$9.9 +801-87.7 +80/$6.2 +80/-84.3 +80/-81.1 +/-79.3 +/-77 Z N 51 +80l-98.8 +80/-98 +80/-96.9 +801-95.8 +80/92.8 +80/-92 +W-88.7 +80/-86.4 +80/-85 +801-82.8 +/-79.6 +/-77.7 +/-75.3 W Z 54 +80/-96.1 +80195.3 +801-94 +801-92.1 +80/$9.4 +801-88.5 +80/-85.1 +80/-82.7 +80/$1.1 +l-78.9 +/-75.3 +1-73.2 +l-70.6 j o a 56 +80/94 +80/93.2 +80/-91.6 +80/-90.1 +80/$7.2 +80/-86.3 +80(-82.8 +801-80.2 +1-78.6 +/-76.3 +/-72.5 +/-70.5 apil osaa sauag v 58 +801-91A +80/90.6 +80'-89 +801$7.5 +80/$5.1 +80/-84.2 +801-80.6 +1-78 +/-76.3 +1-73.8 +/-70.2 in \ YI�Y l rlr c 61 +80/-87.8 +80/ 87 +80/-85.3 +801-83.6 +80/$1.2 +80/80.5 +/-77.3 +/-74.6 +/-72.8 +/-70.4 \ oN N� = 63 +80/-85.5 +80J•84.6 +801-82.8 +801-81.1 +/-78.8 +/-78 +/-74.8 +/-72.3 +/-70.6 NOS: �� i 1)BUCK DIMENSIONS SHOWN.TE C1�••''•LICENSF'•% 64 +80/-84.4 +80/$3.5 +80/-81.7 +/-80 +/-77.5 +/-76.6 +/-73.5 +/-71.2 66 +80/-82.2 +80/-81.2 t/-79.4 +/-77.6 +/-75 +/-74.2 +1-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE z * No. 58705 68 +/$0 +/-79.1 +/-77.2 +1-75.4 +/-72.7 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), r 70 +/-78 +/-77.1 +/-75 +/-73.2 +1-70.5 '•• ( THROUGH THE FRAME PER SHEETS 3&4 THROUGH THEINTEGRALfIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN % O STALE F ' • � \ APPLIESTO B,CDR DANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL i '•.FCORIDP,. '• 72 +/-76 +l-75 +/-73 +/-71.1 ' 'n,C� 74 +/-74.1 +/-73 +/-71 (SEE TABLE 2) NOTAPPLICABLE WINDOW WILL COMPLETELY FIT WITHIN. ��,SiS ..... 76 +/-72.2 +/-71.1 13.2 /,/7/'ONAL 77.76 +1-70.5 A.LYNN MILLER,P.E. P.E.#58705 TABLE 12: Window Design Pressure, (+/-psf) Use r Glass TABLE DIMENSIONS MAY BE for Glass 16 ORIENTED VERTICALLY OR 1/8" T Cap -Airspace-7116" FVH with SG Type HORIZONTALLY AS SHOWN. Window Long Side (in) LONG Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 SIDE Imo— LONG SIDE 32 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 TIROTX.R— Rh1-%iSFj) 34 +80/-110 +80/-110 +80/-110 +80l-110 +80/-110 +80/-110 +80l-110 +80/410 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 z�srarspZlsrc wi f�the,F'tta'& 36 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80l-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 SHORT / u7d4xsg Carte SIDE 38 +801-110 +801-110 +80l-110 +80/-110 +80/-110 +80l-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 SHORT Fxpm�t 40 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 SIDE 42 +80/-110 +80/-110 +80l-110 +80/-110 +801-110 +801-110 +80l-110 +801-110 +801-110 +801-110 r c 44 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 .o LONG SIDE rn 46 +801-110 +801-110 +801.110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 NO CHANGES THIS SHEET. 0 48 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80l-110 2 0 LNG .3 N 50 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80l-110 01 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SSIDET SOIDE 52 +80/-110 +80/-110 +801-110 +801-110 +80/-110 54 +80l-110 +80/-110 +80l-110 +801-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 56 +80/-110 +801-110 +80/-110 APPLIES TO B,C OR D ANCHORS (SEE TABLE 2) NOTAPPLICABLE ci Y m 58 +80/-110 +80l-110 W z U) .�aa 11.B" ' GLASS TYPES 14 THROUGH 60.926 +80/-110 17 MAY NOT BE USED WITH SHORT Y w J-CHANNEL OR INTEGRAL —►{ SIDE 0 y w 00 o • FIN FRAMES. > r o a7o0 O N w LO N N Q TABLE 13: O ,w L0 Window Design Pressure, (+/-psf) usem for Glass 17 tableJp o a N e o 3116" T Cap -Airspace -7/16" H/H with SG Type: _ N s umoiG Z (O o 7 Window Long Side(in) O O o o W 00 J IN Dimensions 77,76 79 81 83 86 87 91 94 96 99 104 107 111 118 120 125 136 144 W < 06 9MG CD 36 +801-110 +80/-110 +80/-110 +801-110 +80l-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +B0l-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 > ®a 0 W 40 +80/-110 +801-110 +80l-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80l-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 o oQ -1 42 +80/-110 +801-110 +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 O LU O Z ED p 4 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80r-110 +80/-110 +801-110 +801-110 +80l-110 +80/-110 +80/-110 H 4 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80l-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 rn O W aav s 0 Ir 50 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 rnZpZ51 +801-110 +80/-110 +80/-110 +80-110 +80/410 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 2: ( W54 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 4 ofalong 56 +80/-110 +801-110 +801-110 +801-110 +60/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 O X 0- N c LL Z v 58 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80l-110 +801-110 +80/-110 w } O `O rn g 61 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 O Z W rn 63 +80/-110 +80/-110 +80/-110 +80l-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 O- 64 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 1 +801-110 +801-110 mail �saG sauag 66 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 68 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 ����ONY LYNN���, MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING i 70 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET \ \'\GENSF'•. 72 +80/-110 +801-110 +80/-110 +BO/-110 APPLIESTO B,C ORD ANCHORS NO. 58705 74 +60/-110 +80/-110 +80l-110 * % (SEE TABLE 2) NOT APPLICABLE 76 +80/-110 +80/-110 9.1 !STA 77.76 +80/-110 •• "O� . E F (V NOTES: - - lS O E N 0 3G � 1)BUCK DIMENSIONS SHOWN. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. //,r III 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. A.LYNN LYNN MILLER,P.E. R P.E.#58705 3.500" 3.500" 3.500" 3.500" M/—( —►{ 1.376" .062" .062" .062" -�-�-- .062" 5 .060" 1 O ANCHOR CO�VVEy1R5 u — 1.483" 1.483" 1.483" 1.483" ° �(�DFLANGE °rl� F 864" 301" 625" � .625"1.375" O U-CHANNELFRAME FRAME 1.375" O INTEGRAL FIN FRAME 04 EQUAL LEG/BOX FRAME O7/87/8� I} ALUMINUM SILICONE HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA .864" STRUCTURAL REINFORCEMENT BUTYLENE 175" SILICONE SEAL 5/16"NOM. STRUCTURAL 3/16"NOM. 5/16"NOM. POLYISOBUTYLEN 1/4"NOM. FOAM BUTYL& SILICONE SEAL WITH DESICCANT ROLL-FORMED WITH DESICCANT DESICCANT STAINLESS STEEL O7 1"BEAD FOAM INT. GLASS EXT. GLASS EXT. GLASS EXT.GLASS EXT. GLASS INT. GLASS INT.GLASS INT. GLASS MITERED CORNERS WITH KODISPACE SUPER DURASEAL® XL EDGET"' INTERIOR AND 80 81 O 82 83 EXTERIOR 4SG TPS SPACERR NXTT"" SPACER SPACER WELDS TABLE 14: # Part# Description Material ODUC-rREVISED 1 620117 J-channel Frame PVC �CoMpayang with file Fkrift BuildingeA 2 620118 Flange Frame PVC "k" 'E " ' 1;x�sa2bznae "T"' 020 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC ' *✓td�t• Dade, aredce�&��e' 5 620133 Anchor Coker PVC 5 6 720136 7/8" Glazing Bead PVC NO CHANGES THIS SHEET. FRAME 7 720135 1" Glazing Bead PVC ASSEMBLY DETAILS 7 74 Backbedding, GE 7700 or Dow 791 Silicone 78 1 71646N ISetting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. EPDM 1 EXTERIOR 01NY LYI�Iq//7j7i� 1070 TECHNOLOGY DRIVE 1GEN� v SF ���/ N. VENICE, FL 34275 NOTES: (941)-480-1600 _ * No. 58705 1)SOME PARTS NOT SHOWN FOR CLARITY. Part# Description Material 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER ® COPYRIGHT©2017 PGT INDUSTRIES,INC. — _u L — 80 Kommerlin 4SG TPS Spacer System FRAME TYPES APPLY. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED ?� / _ �_Z 9 P y 3)ITEMS#8-73,75-77&79 ARE NOT USED AND ARE '. ST TE F 81 Quanex Super Spacer nXr with Hot Melt Butyl See this NOT PART OF THIS APPROVAL. v o<oR1o?, Sheet for 4)ENERGI PVC TO BE LABELED FOR AAMA 0 C�iS' %, . ON VINYL FIXED WINDOW NOA(LM&SM) 9/9/14 82 Quanex Duraseal Spacer Materials EXTRUDER CODE. o BOM &ASSEMBLY Qm J ROSOWSKI //�iSONAL I'E ` 83 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717,8968&8970 v PW-5520 ,� NTS � 11 OF 11 o Z MD-5520.0 B A.LYNN MILLER,P.E. h P.E.#58705