Loading...
HomeMy WebLinkAboutProduct Approval (4) RECEIVED MIAMI-RADE MAR 0 2020ML -DADE COUNTY ° ST. Lucie County, nj ONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.""economy PGT Industries,Inc. 1070 Technology Drive 'y North Vernice,FL 34275 ILEL; &J ,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"AW-5540"PVC Awning Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5540A.0 titled"Vinyl Awning Window NOA(LM)", sheets i through 10 of 10,dated 09/09/14,with revision B dated 05/15/17,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 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#16-0714.21 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-0614.18 MIAMM oe COIjNtY Expiration Date: September 24,2020 1* Approval Date: December 14,2017 ((( Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0430.X9 2. Drawing No. MED-5540A.0 titled "Vinyl Awning Window NOA (LM)", sheets 1 through 10 of 10, dated 09/09/14, with revision B dated 05115/17, 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,Durasea10 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. l6-0714.21) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series AW5540/5440 PVC awning windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8183,dated 04/02/14,signed and sealed by Idatmis Ortega,P.E. (Submitted under NOA No.I5-0430.07) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5540/5440 vinyl fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8174,dated 03/31/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0430.0 7) Manuel Per E. Product Control Ex m er NOA No.17-0 14.18 Expiration Date: September 24,2020 Approval Date: December 14,2017 E-1 PGT Industries,Iuc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHT TED B. TESTS IcowDwEDI 4. Additional,Reference Test Report No.FTL-7897 per TAS 201,202&203-94,issued by Fenestration Testing Laboratory,Inc. -(Submitted under NOA No. 15-0430.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th Edition(2014),dated 04/24/15 and revised on 09/03/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0430.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. N iamiDade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS teowiNuEDI 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®(CIear 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 02/28/1$. 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. Ma ue�PPX- Product Contriner NOA No4.18 Expiration Date: September 24,2020 Approval Date: December 14,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 6th 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 the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon,P.E. (Submitted under NOA No. 15-0430.0 7) 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. 16-0714.21) G. OTHERS 1. Notice of Acceptance No. 16-0714.21 issued to PGT Industries,Inc. for their Series "AW-5540"PVC Awning Window—LMI, approved on 09/08/16 and expiring on 09/24/20. Manuel Pe P.E. Product ControVxa iner NOA No. 4.18 Expiration Date: September 24,2020 Approval Date: December 14,2017 E-3 TABLE 1: ' Glass Table Sheet 'A =ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Type Description *H'=9 'H"=HEAT STRENGTHENED `T'=TEMPERED Flul �5 7/8'Laminated I.G.:1/8•A Extedor Cap+7)18^Air Spaee+5118'Laminated;(2)Liter of 1/B°A Glass with.090°PVB Interlayer 4,5 7 'PVB'=.090'TROSIFOL®PVB 6 718"Laminated I.G.:1/8"T Exterior Cap+7/16°Air Space+5118°Laminated;(2)Lites of 1/8°A Gass with.090'PVB Intedayer 4,5 7 BY KURARAYAMERICA,INC. 7 7/8•Laminated I.G.:3116"A Exterior Cap+3/8'Air Space+5/16°Laminated;(2)Utes of 1/8'A Glass with.090"PVB Interlayer 4,5 7 'SG'=.090.3ENT A,INC.®INTERLAYER BYKURARAY AMERICA,INC. BOX OR6 7/8"Laminated I.G.:3116"T Extedor Cap+318'Air Space+5/18"Laminated;(2)Lites of 1/8"A Glass with.090°PVB Intedayer 4,5 7 EQUAL 9 718"Laminated I.G.;1/8"A Extedor Cap+7116'Air Space+5118"Laminated;(2)Utes of 1/8"H Glass with.090"SG Intedayer 6 B FLANGLEG 10 7/8"Laminated I.G.:1/8'T Exterior Cap+7116'Air Space+5116"Landnated;(2)Lites of 1/8°H Gass with.090'SG Intedayer 6 8 GLASS TYPES 9 THROUGH11 7/8"Laminated I.G.:3/16'A Extedor Cep+318°Air Space+5/16°Laminated;(2)Utes of 1/8'H Gass with.09D"SG intedayer 6 8 16 MAYNOT BE USED WITH 4 J•CHANNEL OR INTEGRAL 12 7/8'Laminated I.G.:3118"T Extedor Cap+3/8'Alr Space+5116"Landnated;(2)Utes of 1/8'H Gass with.090^SG Interlayer 6 8 FIN FRAMES. 13 7/8'Laminated I.G.:1/8'A Exterior Cap+5/16'Air Space+711W Laminated;(2)Utes of 311W A Glass with.090°SG Intedayer 8 8 O� 14 7/8°Laminated I.G.:118'T Exterior Cap+5/16'Air Space+7/18°Laminated;(2)Utes of 3/16"A Gess with.090'SG Interlayer 6 8 GLASS TYPES 5,7,9,11,13 e 15 7/8'Laminated I.G.:3118°A Exterior Cep+1/4"Air Space+7118°Laminated;(2)Ulee of 3118°A Gess with.OBO°SG Intedayer 8 B a 15 MAY NOT BE USED IN 18 718'Laminated I.G.:3/18'T Exterior Cap+114•Air Space+7/18'Laminated;(2)Utes of 3116'A Glass with.090"SG Interlayer a B 0 THE HVHZ ABOVE 30'. J•CHANNEL INTEGRAL Q FIN BLE 2:ANCHORS INSTALLED THROUGH FRAME Q Group Anchor Substrate Min.Edge Min. SILICONE STRUCT0 URAL HOT-MELT BUM Distance Embedment' % 3 SILICONE o P.T.Southam Pine(S -0. ) 7116" 1.318' STRUCTURAL 3116^NOM. 1110 SMS POLYISOBUTYLENE 1/4"NOM• FOAM (steel,1B-8 S.S. Sleet,A38• 3/8° O.D50` WITH DESICCANT WITH NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 10 Steel Stud,A653 Gr.33• 318" 0.0451'(18 Ga.) DESICCANT A 16 or 410 S.S.) Aluminum,6063-TS' 3/8` 0.050" EXT.GLASS EXT.GLASS part# Description Material P.T.Southern Pine(SG=0.55) 7/18' 1-18" 3116"steel Ultrecon Concrete(min.2.85 ks0 1" 1-318" 100 Kommeding 4SG TPS Spacer System Ungrouted CMU (ASTM G90) 2-1/2' 1-114' 101 Quanex Super Spacer nXr with Hot Melt Butyl See this P.T.Southam Pine(SG 0.55) 9318' 1-318" 102 Quank Duraseal Spacer Sheet for # SMS Steel,A36• 318° 0,050' INT.GLASS INT.GLASS 103 Cardinal XL Edge Spacer Materials (steell,,0 S.S.S. Steel Stud or 410 S.S.) ,A653 Gr.33' 318" 0.0451'(18 Ga.) 10o KODISPACE 101 SUPER REFERENCE TEST REPORTS:FTLf3717,898f386970 B Aluminum,6083.75' 318" 0.083" 1/a•steel Ultrecon P.T.Southam Pine(SG=0.55) 1" 1.318" 0 4SG TPS SPACERO NXTTM 114"steel Cretellex P.T.Southern Pine(SG=0.55) 1' 1.3/8" 1/41 steel Aggre•Gator P.T.Southern Pine(SG=0.55) 1" 1318' 12'NOM.GLASS ALUMINUM SITE TYP. Concrete(ndn.2.85 ksl) 1" 1-3/4° REINFORCEMENT 100-103 1/4•steel Ultrecon POLYISG DESICCANT FILL AREA C Ungroutad CMU,(ASTM G90) 2-1/Y 1-114' 72 74 1/4°steel Crstetex Concrete(min.3.35 kel) 1" 13/4' Bl1TYLENE 5118"NOM. 5116"NOM. SEAL 1/4'steel Ultracon Concrete(min.2.85 ksl) 24/2" 1-314" BUTYL g• SILICONE SEAL 0 Concrete(min 3.35 k8l) 2-1/2" 1-314° DESICCANT ROLL-FORMED_j 1/4°steal CreteEex STAINLESS STEEL PRODUCTREVISED D UnQrouted CMU,(ASTM G90) 2-112' 1-114^ FOAM n con,plyingwithfkaPEbr Concrete min 3.275 ksl 1-112" 8" EXT.GLASS 78 Daild'mg Carlo �lI 1!4'steel AOgre Gator Ora ad CMU, STM G� 2° 2° EXT.GLASS Acoeptence Ata j b(`� ��ry�rt C)O� C-*.tioaDate W� •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 15 D 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. BY EXTERIOR Mi TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN INT.GLASS INT.GLASS o❑ o Group Anchor Substrate Distance Embadment• DURASEAL® XL EDGE7h1 •y ., ��11 E 2-1/2'x.131'Common Nell P.T. NN Southam Pine(SG=.55) 3/a• 2-7/18° tee SPACER 103 SPACER •- �`�`°�� v enrSF�I1��, 2-1/7 Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 3/8" 2-7/1W TYP.GLAZING DETAIL : •..�� P.T.Southern Pine(SG=.55) 1/2" I-wa' =*! No.58705 OW Tmsshead SMS = VINYL AWNING WINDOW NOA(LM) 9/9/14 Aluminum,6063-T5• 3/8° 0.050" � $ - (steel,18-0 S.S. -'0 or410S.S.) steel stud,Gr.33• 9/8' 0.0451"(IS GLASS/ANCHORS/FRAME OPTIONS em J ROSOWSKI ='A WT-i�-75g- Steel, F A36• 3/8' 0.050" �� '• P.T.Southern Pine(SG=.55) 9/10" 1.3/6° ® '.�l�sl'• ZORI 01 pl, SMS Aluminum.6063.76' 3/8' 0.063' CERT.OF AUTH.1129296 �o�S/�........ NG`'� (steel,1t18 S.S. Steel Stud,Gr.33• 318' 0.050• 1070 TECHNOLOGY DRIVE m 05/15/17-JR-ANCHORS RE-GROUPED. �i///1NAL I I W or 410 S.S.) COPYRIGHT 0 Steel.A38• 3/8' 0.050" PGT INDUSTRIES,INC N.VENICE,FL 34275 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ALL RIGHTS RESERVED 941 x,180-1600 AW-5540 ° NTS °' 2 OF 10 z MD-5540A.0 ¢z° B A.LYNN MILLER,P.E. ( / �f{ �n ur P.E#58705 GENERAL NOTES:SERIES 5540 IMPACT RESISTANT, DES PRESSURE RATING VINYL AWNING WINDOW LARGE"SMALL IES PER OPTIONS,SEE IMPACT XES 4-6,SHEETS 7&8 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 MAX.BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE SEE TABLES 4-6 SEE TABLES 4-7 FOR INSULATED GLASS INSTALLATIONS DEBRIS REGIONS SHEET RODUCT REVISED 8,SEE I ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 4"MAX. 4.P.M. I uilding de Co prodt, FRAM 100NO 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY, MAX.O.C.17AR' MAX.O.C.17-112" ASSEMBLYTUSE xvp 11.11 Date USE ONLY MIAMI-DADS COUNITYAPPROVED MASONRY VISIBLE MULL,SEE SHEET ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS IF WINDOW IF LIGHT WIDTH WERE SOUTHERN PINE,ASTM C90 CONCRETE MASON HEIGHT IS 4r OR LESS A HEIGHT IS 42-OR LESS, SFOR VISIBLE MASONRY 15--IFOVER42% VISIBLE 15.2"IF OVER 42". LIGHT ANCHORAGE UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. LIGHT WIDTH HEIGHT DETAILS 4)ALL WOOD BUCKS LESS THAN 1-112*THICK ARE TO BE T- CONSIDERED I X INSTALLATIONS.1X WOOD BUM ARE 05/15117-JR-UPDATED OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. V MAX 1,0 TO FBC 2017.MOVED 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ADDITIONAL cE ANCHORS TO CORRECT SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. ANCHORS FOR FRAME CHANNEL. FRAME WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY ASSEMBLY TUBE, OF THE ENGINEER.(EOR)OR ARCHITECT OF RECORD,(AOR), -T-------r— COMBINED w A A,SEE SEE SHEET 5 MAX. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND SHEET 3 HEIGHT w -%qa- WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT -7 63"MAX.FRAME B5 3: — I B5 0 -ALED.OVERALL SEAUNGIFLASHING STRATEGY SHOULD BE SP LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION ANCHORS AS BL USE LENG\ L VI (5 GHT MAX.BUCK >.Lo wa 0 FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY HEIGHT �ur 91 w OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EIGH HEIGHT,SEE cli 0 Lu m TABLES 4-6 A to 0 d-'.- OI 6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION z U�Zo MERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE 1:LU- SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD 1129Ys 1 BUCKS,BY OTHERS,MUST BE SUFFICIFNTLYANCHORED w Z'T i Dma TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW, WR UJ— z MAX D.C.28°IF WINDOW 4"MAX. MAX.O.C.28"IFVVINDOW 0 0 WIDTH IS 36'OR LESS. WIDTH IS 36-OR LESS, 7)DESIGN PRESSURES: 'r MAX, z a 0 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE 13'IFOVER 36. 13"IF OVER 36*. z TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E13011 TYP.EQUAL-LEG/BOX& TYP.X/X EQUAL-LEG/BOX&FLANGE S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, FLANGE FRAME ANCHORAGE FRAME ANCHORAGE wSTRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND I.Qqs GLASS PER ASTM E1300. USING FRAME ASSEMBLY TUBEIMULL C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, in ASD. CODES/STANDARDS USED. BUILDING CODE(FBC),STH EDITION MAX.BUCK WIDTH SEE TABLES 4-6 2017 FLORIDA BUILD Z Z V.-35 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED D. *2014 FLORIDA BUILDING CODE(FBC),STH EDITION --=I AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO 4MAX.O.C. E 1-114*MAX. :ASTM E1300-09 Q THE REQUIRED DESIGN PRESSURE.THE 33-1131%STRESS T4 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS • ANSW&PA NDS-2015 FOR WOOD CONSTRUCTION OALUMINUM DESIGN MANUAL,ADM-2015 z PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE •Alsl 3I00-12 z LU EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME :AISC 360-10 > C9 < INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET -40.."o *LES _D,SEE S SH HIET4 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR VISIBLE LIGHT WIDTH CORROSION RESISTANCE, 1 111111 V C o,SEE VISIBLE LIGHT FORMULAS Is S ET' VISIBLE :SHEET4 LIGHT WIDTH:BUCK WIDTH-6-3/41 LYAf 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS .........Af4 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO LIGHT HEI GHT,'SUCK HEIGHT-R-314' BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. HEIGHT I MAX.RUCK %A 0.. HEIGHT,SEE 10)REFERENCES:TEST REPORTS FTL•WS3,8174;ELCO TABLES 4-6 Z No.68705 GENERAL NOTES....................................................I ULTRACON NOA,ELCO CRETEFLEX NOA:ELC0 AGGRE-GATOR ELEVATIONS.... NCA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& L 2 'Xz BRONZFJLIGHTER SHADES OF CAP COATED PVC EXTRUSION r MAX D.C. FRAME,GLASSZ ................. T6, K INSTALLATION,FLANGE&EQUAL LEG QF� NON$;NATIONAL DESIGN SPECIFICATION FOR WOOD OF CONSTRUCTION,ANSIJAF&PA NDS&ALUMINUM DESIGN MANUAL 1-1/4'MAX. -D INSTALLATION,INTEGRAL FIN&J-CHANNEL 4 "ZOR101, FRAME ASSEMBLY TUBE.......................................5.6 11)PVD AND SO INTERLAYERS MANUFACTURED BY KURARAY TYP.INTEGRAL FIN&J-CHANNEL GLAZING DETAILS I OP TABLE 4&5 ............7 70NAL AMERICA,INC. FRAMEANCHORAGE GLAZING DETAILS I OP TABLE 6 8 /11111111%0N BOM 8 ASSEMBLY ..................................„.„........8,10 A.LYNN MILLER,RE, L- P.E.#58709 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 CONCRETEICMU.. SEE NOTE 2,THIS SHEET. OPTION 1 1/4'MAX.SHIMEMBEDMENT ANCHORED THROUGH SEE SHEET 9 FOR ALL 1/4°MAX SHIM FRAME INTO 2X W000 EDGE DISTANCEEMBEDMENT HARDWARE DESCRIPTIONS FRAME OR BUCKSTRIP. -(- 60 4 SEE NOTE 2,THIS SHEET. i •:.e 86 EDGE EMBEDMENT EDGE DISTANCE FLANGE DISTANCE o o + •< FRAME SHOWN 8 p TYP.ANCHOR TYPE, ❑ `114"MAX.SHIM EMBEDMENT AND EDGE o c TYP.ANCHOR TYPE, DISTANCE PER SUBSTRATE, '•••• ❑ ❑ EMBEDMENT AND 15 TYP.ANCHOR TYPE, SEE TABLE 2,SHEET 2. �T`___ -__= •.1 EDGE DISTANCE PER 62 pip EMBEDMENT AND (SHOWN IN LOCATION USED SUBSTRATE,SEE EDGE DISTANCE PER WHEN ANCHOR IS IN-LINE ` TABLE 2,SHEET 2. 63 SUBSTRATE,SEE WITH THE HINGE .d°• ,.•a. TABLE 2,SHEET 2. ASSEMBLY). D o o I o USEIEN ANCHOR 11 11 If+- VISIBLE LIGHT WIDTH IS IN-LINE WITH THE 2 LOCATION USED WHEN ANCHOR FLANGE 15 EXTERIOR L HINGE ASSEMBLY). EQUAL- 0 QUAL- HD REINF. IS BELOW THE HINGE ASSEMBLY. FRAME HD REINF, n LEG/B Q 85 NOTES: SHOWN V LOCATIOX ON USED BUCK WIDTH FRAME WHEN ANCHOR IS 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON SHOWN BELOW THE HINGE TABLE 2,SHEET 2.FOOW NT AND EDGE LIMITS.ANY INSTALLATILLON OPTION SHOWN MAY BE USED ONE HORIZONTAL SECTION A-A ASSEMBLY. 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 DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. BUCK VISIBLE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4'MAX. HEIGHT LIGHT WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. SHIM 1/4°MAX.SHIM HEIGHT IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY FLANGEIt OF THE ENGINEER OR ARCHITECT OF RECORD. FRAME EQUAL LEG/BOX �� SHOWN c FRAME o 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. TYP.ANCHOR TYPE, , EMBEDMENT AND EDGE 87 LOCATION USED Q DISTANCE PER WHEN ANCHOR IS7 SUBSTRATE,SEE TABLE LOCATION USED SEE SHEET 9 FOR ALL ❑ WHEN ANCHOR IS HARDWARE DESCRIPTIONS IN-LINE WITH THE 2,SHEET 2.(SHOWN IN PRODUCE RBVISELB IN-LINE WITH THE HINGE ASSEMBLY. LOCATION USED WHEN as complyingwitk"FkAwa HINGE ASSEMBLY, 72 U ANCHOR IS BELOW THE A"� I ` � II�t) EnT RIIOR HINGE ASSEMBLY TO CREATE irei �� O oLl V EQUAL•LEG FRAME, EXTERIOR O INSTALLATION INSTALLATION FIN AND/OR FLANGE By 6 MAY BE REMOVED Mi Dadv TYP.ANCHOR TYPE,EMBEDMENT EQUAL- d0� AND EDGE DISTANCE PER OPTION 4 OPTION 4 INFIELD EXTERIOR LFRAME 114"MAX.SHIM FRAME INTO METAL FRAME INTO METAL EG X SUBSTRATE, E TABLE 2,SHEET 2. AH H ``��� �NY!LYN/y SHOWN or VINYL AWNING WINDOW NOA(LM) g 9/9/14 `ylr: N0,58705 EMBEDMENT VISIBLE LIGHT FORMULAS �'a• WIDTH:BUCK WIDTH-6314° FLANGE&EQUAL-LEG/BOX FRAMES o'� JROSOWSKI ;� ` INSTALLATION HEIGHT:BUCK HEIGHT 6- OPTION 2 • EDGE DISTANCEd• �i Cc :c��RIDP.•'' \��` CERT.OF AUTH.tl329296 � is `�9♦ i ANCHORED THROUGH m "77S/0 FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE 05/15/17-JR-NO CHANGES THIS SHEET. / NAL CONCRETE/CMU. VERTICAL SECTION B-B COPYRIGHT02017 N.VENICE,FL 34275 m m v PGT INDUSTRIES,INC. A.LYNN MILLER,P.E. ALL RIGHTS RESERVED (941}480-1600 y AW-5540 ,' NTS 3 O 10 oz MD-5540A.0 az B P.E&58705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN 1/4'MAX.SHIM INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4'MAX.SHIM INSTALLATION OPTION 5 EDGE DISTANCE - r{ SEE NOTE 2,THIS SHEET. Imo— EDGE DISTANCE ANCHOREDTHROUGHFOR ALL INTEGRAL FIN INTO 2X WOOD I� EMBEDMENT 1 TYP.ANCHOR SEE SHEET 9 HARDWARE DESCRIPTIONS SCRIP FRAME OR BUCKSTRIP.SEE I _L TYPE,EMBEDMENT NOTE 2,THIS SHEET. AND EDGE 80 3 EDGE DISTANCE DISTANCE PER BB SUBSTRATE,SEE ❑ J-CHANNEL TABLE 3,SHEET 2, o c FRAME SHOWN 1/4'MAX.SHIM 0 6 O EMBEDMENT �❑ Ti EMBEDMENT Q o a D ❑ 15 TYP,ANCHOR TYPE, 1 O D EMBEDMENT AND EDGE ....LL-- 62 a�0 DISTANCE PER SUBSTRATE,SEEINTEGRAL TYP.ANCHOR TYPE, TABLE 3,SHEET 2. FIN EMBEDMENT AND EDGE 63 Q (NAIL SHOWN) 0 11 I o FRAME DISTANCE PER SUBSTRATE, 11 -►jl EXTERIOR SHOWN SEE TABLE 3,SHEET 2. 1 J-CHANNEL 1b VISIBLE LIGHT WIDTH HO REINF. FRAME HD REINF, QD SHOWN 85 BUCK WIDTH NOTES: HORIZONTAL SECTION C-C 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 2 8 3, SHEET 2.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY DADE APPROVED MULLION,FBC INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.MAY BE VERTICAL OR 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET 2. ASHOWN HORIZONTAL.SEE SUBSTRATE VISIBLE ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X PROPERTIES,TABLES 2 8 3,SHEET 2. BUCK LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED HEIGHT HEIGHT DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"7HICK1/4"MAX.SHIM OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR �� ARCHITECT OF RECORD, o 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT TYP.ANCHOR OPENING)IS MEASURED FROM BEADING TO BEADING, TYPE,EMBEDMENT 87 ANDEDGE SEE SHEET 8 FOR ALL DISTANCE PER HARDWARE DESCRIPTIONS SUBSTRATE,SEEPRODUCT REVISED TABLES 2 d 3, un eomplying with the FIWMfi EXTERIOR SHEET2. Building Code72H R A—pt?=No •0 E*rnti -Dsry�/ EXTERIOR n INSTALLATION Mie"` ice p00 OPTION 7 INTEGRAL — FIN IIIA—SII FRAME o I I1/4�SHIM FRAME INTO METALH `� ILYNN,yj///i L—moiJ / SHOWN O ��'�,.• LtGEN3Lc'• i INSTALLATION EDGE VISIBLE LIGHT FORMULAS VINYL AWNING WINDOW NOA(LM) 9/9114 =* ; NO-58705 DISTANCE OPTION 5 WIDTH:BUCK WIDTH-6-374• ; — — ANCHOREDTHROUGH HEIGHT:BUCK HEIGHT-6.3/4- o J-CHANNEL&INTEGRAL FIN FRAMES o J ROSOWSKI G(� '., 4,--Z INTEGRAL FIN INTO 2X ® a O, - TA �OF RF WOOD FRAME OR ' BUCKSTRIP.SEE NOTE 2, -+{ EMBEDMENT ' �lORIOP \ ` CERT.OF AUTH.#29296 �i S THIS SHEET. ATYP.ND ANCHOR TYPE,EMBEDMENT m // S/ AND EDGE DISTANCE PER 1070 TECHNOLOGY DRIVE z 05/15/17-JR-NO CHANGES THIS SHEET. /OVAL lt�t�� VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3,SHEET 2. COPYRIGHT®2017 N.VENICE,FL 34275 m m (SCREW SHOWN) PGT INDUSTRIES,INC. AW-5540 ° NTS °' 4 OF 10 o z° MD-5540A.0 i B A LYNN MILLER,P.E. ALL RIGHTS RESERVED (941)-480-16)00 in .n" h P.E.#58705 ILLUSTRATION OF AWNING-TO-AWNING(XX) ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT(X/X/O) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) 5540 SERIES AWNING A=63'MAX FOR FIXED CASEMENT WINDOW AI INDI VIDUAL A)INDIVIDUAL A=40"MAX.FOR CASEMENT B)COMBINED (SILL) COMPONENTS: 5540 SERIES AWNING WINDOW COMPONENTS: A=60°MAX.FOR AWNING COMPONENTS: FRAME ASSEMBLY TUBEIMULL 5540 SERIES VERTICAL SHALLOW,FLUSH CAP AWNING WINDOW SECTION F-F FRAME ASSEMBLY 540 SERIES WINDOW //\ A ANCHOR TUBE/MULL INNING WINDOW / / \ 4-MAX FRAME _ __ MIN.#10 X 314"SMS® 5540 SERIES ASSEMBLY //\ 1T MAX O.C.THROUGH CASEMENT 53^MAX, / / 63'MAX. TUBE/MULL F•~ \ 4°MAX INSTALLATIONEE WINDOWS (HEAD) F� APNCHORLFOR MAXIMUM DESIGN 5540 SERIES \ ANCHOR INFO. PRESSURE WHEN CASEMENT 127 114°MAX 127-114"MAX. USING THE FRAME WINDOW% 84"MAX /\ ADDITIONAL MULLION �— 60'MAX �-- 60'MAX --�•-� ASSEMBLY TUBE/MULL, / ` ANCHOR SEE NOTE 3, SEE NOTE 2: THIS SHEET j 5540 SERIES I 70.0 PSF / / CASEMENT / G---- FRAME VERTICAL WINDOW ASSEMBLY SECTION G•G (SILL) BI COMBINED TUBEIMULL r SHALLOW,FLUSH CAP �,►-_— COMPONENTS: 6"MAX.,SEE NOTE 3,THIS SHEET / EXTERIOR FRAME ASSEMBLY 4'MAX ADDITIONAL MULLION ANCHOR 5540 SERIES TUBE/MULL SEE NOTE 3,THIS SHEET FIXED CASEMENT 4'MAX —'-I WINDOW B•MAX 5540 SERIES , MIN.#10 X 3/4•SMS @ 17' FIXED CASEMENT SEE NOTE 3. MAX O.C.THROUGH WINDOW(HEAD) ANCHOR THIS SHEET INSTALLATION HOLES,SEE WINDOWS APPROVAL FOR E E / / 'UNDER SEPARATE APPROVAL ANCHOR INFO. 83'MAX / � � / / \ / FRAME ASSEMBLY TUBE/MULL NOTES,ALSO SEE NEXT SHEET: 1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE,SHAPE,QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2)ANY 5540-SERIES CASEMENT(UNDER SEPARATE APPROVAL),FIXED CASEMENT(UNDER SEPARATE APPROVAL)OR AWNING WINDOW MAY BE ATTACHED -�— 121-114"MAX. TO THE FRAME ASSEMBLY TUBE/MULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR PRODUCT REVISED FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY. as mmplyin6withdw Plaids C)HORIZONTAL Building Code 4�6 SECTION E-E: 3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON Acmpteeca NoSHALLOW,FLUSH CAP THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUBEIMULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES. FOR FIN OR J-CHANNEL FRAMES E imdon DazeADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6.5540 SERIES 5540 SERIES ByAWNING AWNING 4)FOR FLANGE OR EQUAL-LEG/BOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.#10 X 314' M1ffii °� WINDOW WINDOW SHEET METAL SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL,UP TO 1T MAX.O.C.,ADD ADDITIONAL ANCHORS AS NEEDED.THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE.ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. pNy LYN/y 5)THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63'IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY a,•• NOT EXCEED ATOTAL OF 127-1/4'[N WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW BUCK,INCLUDING THE FRAME ASSEMBLY TUBEIMULL WIDTH. FRAME ASSEMBLY TUBE/MULL MIN.#10 X 3/4°SMS(�17° ••'� MAX O.C.THROUGH 6)SHEET 5 8 6 REFER TO UNCLIPPED MULLION ;* N0.58705 DEEP,FLUSH CAP INSTALLATION HOLES,SEE ASSEMBLIES.FOR CLIPPED MUWONASSEMBLIES SEE VINYL AWNING WINDOW NOA(LM) 0 9/9/14 EXTERIOR TUBE MULLION UNDER SEPARATE APPROVAL,TO BE - - WINDOWS APPROVAL FOR o •• REVIEWED BY BUILDING OFFICIAL " FRAMEASSEMBLYTUBEDETAILSA JROSOWSKI O•, MOT •::��` SEE SHEET 6 FOR FRAME ANCHOR INFO, 0 0 ASSEMBLYETAILES�ULLION ® '���`'••."ZORIDCERT.OFAU .0 )6P,••' \?� 1070 TECHNOLOGY DRIVE 05/15/17-JR-NO CHANGES THIS SHEET, ��'!SiS�NAL 1�NG`` COPYRIGHT®2017 N,VENICE,FL 34275 PGT INDUSTRIES,INC. o AW-5540 ° NT$ ` 5 OF 10 i MD-5540A,0 a'i B A.LYNN MILLER,P.E. ALL RIGHTS RESERVED (941}480-1600 rn ,�„ o P.EJi 58705 EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUSE/MULL.FOR ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED,TUBE MULLION UNDER SEPARATEAPPROVAL. END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL.GROUP E 121-1/4"MAX. WINDOW ANCHOR WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP OR --� 1211/4'MAX. SEE NOTE 2,SHEET 5 SILICONE. 7 ADDITIONAL GROUP F ANCHORS. - / �-+- 60°MAX r • •(� • • • •o• •o • ---- ----- MAX. I I / � r 1-1/4' 127-1/4' r /ANG jL --� 121-1/4•MAX. L 2 OR MORE WINDOWS WITH VERTICAL MAX. FRAME ASSEMBLY TUBE/MULL. (4 WINDOWS MAX.) /AWNING 127.114" 1.1/4' ,YEN MAX. EXTERIOR h+-- 127-114'MAX. / aWNING Z4• 127-114' 1 / MAX CASFIXFD MAX Atm / , EMENT• AWN. j 2 OR MORE WINDOWS(4 WINDOWS fr 127-1/4'MAX. MAX.)WITH HORIZONTAL FRAME ASSEMBLY TUBEIMULL. I-•+ 255-3/4'MAX 2 OR MORE WINDOWS WITH VERTICAL FRAME SIDE VIEW ASSEMBLY TUBEIMULL.VARIOUS WINDOW TYPES AND SIZES(4 WINDOWS MAX) A=89'MAX FOR FIXED CASEMENT A=40'MAX FOR CASEMENT NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRAME ASSEMBLY TUBEIMULL A A=80"MAX.FOR AWNING FRONT VIEW FRAME ASSEMBLY TUBE NOTE: 1)APPLIES TO FIN OR J•CHANNEL FRAMES. REFER TO SHEET 5 FOR THROUGH-FRAME FO(ED 2)REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. ANCHORAGE AND THIS SHEET I'VE L FOR NAIL FIN ANCHORAGE DETAILS 3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET 5. TYP.AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL 127-114' � 4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14° MAX 266- MAXX 3/4 127-1/4' � MAX. PRODUCT REVISED uSEMt.NT' 0�PIYia9 with am FImms Buiidiva Code 1.250' � coeptmieoNb I /AWNING imtiap Dam I � 2O MORE WINDOWS(4 WINDOWS By MAX.)WITH HORIZONTAL FRAME M,ami Product 1.674" •221" —� I`— REMOVE FOR ASSEMBLY TUBEIMULL.VARIOUS 1.874' WINDOW TYPES AND SIZES. �� FIN APPLICATIONS .100' 375' .627° f 3,260° .06o. 1.440• �1 `�����NY LY*W .O6D" —i`I- ,055° •UNDER SEPARATE APPROVAL �� �'•'' LIGENS4p,%..� SHALLOW,FLUSH DEEP FLUSH J E � ••.� e1 cAP,PVC 92 CAP,avc �4„ ji� ,= VINYL AWNING WINDOW NOA(LM) g` 9/9/14 =*; NG,58705 EITHER CAP MAYBE USED TO THE INTERIOR OR EXTERIOR. FRAME ASSEMBLY TUBE END CAP,PVC `s 99 "FRAME ASSEMBLY TUBE DETAILS B 2�' J ROSOWSKI =-0''. O c o i�O BD FRAME ASSEMBLY O ® � STUBE,ALUM 6005-T5 •'•. CERT.OF AUTH.#29206 a! �iF �ORIOP.•'' \�� � COPYRIGHT®2017 1070 TECHNOLOGY DRIVE 05/15/17-JR-NO CHANGES THIS SHEET. PGT INDUSTRIES,INc. N.VENICE,FL 34275 m . ALL RIGHTS RESERVED (941)-480-1600 u AW-5540 _ NTS h 6 OF 10 o i MD-5540A.0 i B A.LYNN UM 587057 ,P.E. TABLE 4: NOTES: Window Design Pressure(+/-,pst) 118-A CAP,AIRSPACE,118•A,.09(r PVB,1/8'A & 118'T CAP,AIRSPACE,118'A_090'PVB,118'A Glass Types: 6,6' 1)BUCK DIMENSIONS 7&8 SHOWN. 3116-A CAP,AIRSPACE,116'A,.090'PVB,1/6'A & 3116'T CAP,AIRSPACE,1l6"A..090'PVB,118"A Window Buck Width On) 2)FOR SIZES NOT SHOWN, Dlmenslons 28 30 32 34 38 38 40 _ 42 44 48 1 50 52125 54 80 ROUND UP TO THE NEXT AVAILABLE WIDTH OR 42 +/-50 +110 +lSO +1.60 +/-50 +1.50 +150 +130 +/-50 +130 +680 NSO +/50 +/50 HEIGHT DIMENSION. PRODUCT REVISED 43.776 +130 +/30 +130 +ISO +130 +650 +110 +/30 +1117 N30 +130 +/30 +110 aaeomplylnswithtbe FlOtida 48.8 +130 +110 +/30 +ISD +/50 +1-50 +/SO +130 +130 +/-50 +1.60 +130 +1.60 Acce mg Code +/-50 +/30 +130 ++1.50 +130 +f-60 +130 +130 +ISO +/-5O +130 +1.60 AccepCmce too l 47.583 Exp'vatlon Data 49.745 +1.50 +/-50 +/30 +1-50 +110 +130 +/50 +110 +/10 +/_60 +/10 52114 +150 +130 +/50 +ISO +/30 +/30 +130 +/30 +/30 +/SO By 1! 54.72 +150 +130 +/-50 +/-50 +1-50 +/311 080 +150 +130 Mimi 57.6 +/SO +/30 +150 +/•Sp +1-50 +150 +/SO +/-50 60.8 +/50 +130 +/50 +1.50 +1-50 +/30 +ISO m 64378 +/30 +1.60 +(.60 +/30 +/30 +1.50 MAX O.C.SPACING IF ANCHORING MAX O.C.SPACING IF ANCHORING 664 +/30 +1.60 +1.50 +150 +/3p THROl1GHTHEFRAMEPERSHEET53&4 THROUGH THE INTEGRAL FIN PER SHEEI4 m 05115/17-JR-NO 72.88 +/.50 +130 +130 +ISO APPLIESTO A ANCHORS ONLY APPUESTDEANCHORSONLY z CHANGES THIS SHEET. 78.171 +/-50 +/30 +/30 ISEETABLE2) (SEETABLE3) 54 +/,w +/-w SEE ELEVATION ON SHEET 1 4'FOR EANCHORS Y m S�IIJJ � V) •..a8 TABLE 5: Window Design Pressure(+l}psQi (n c 116'A CAP,AIRSPACE,1/8'A,.090'PVB,1/8•A d 118•T CAP,AIRSPACE,118•A..090'PVB,118'A Glass Types: 7&8 } vi wao iy 3118'A CAP,AIRSPACE,1/8'A,.090'PVB,118'A 6 3118'T CAP,AIRSPACE,118'A,.DBD'PVB,110'A O v 0 Window Buck Width an) GLASS TYPES 5,7HEN JO LL Oo a u,xw0 M Dimensions 28 30 32 34 38 38 40 42 44 48 50 52.125 54 60 8 15 MAY NOT BE Z O42 +6W-70 +651.70 +65(-70 +65/-70 +65670 +651-70 +65670 +651-70 +651-70 +BSI-70 +651-70 +651.70 +/SO +1-50 THE HVHZ ABOVE V W 'a N 43.776 +65!•70 +651.70 +851-70 +85670 +651-70 +651.70 +651.70 +65170 +651-70 +651.70 +65/.70 +ISD +1-50 fW--Z OMO 45.6 +65670 +651-70 +651-70 +69.70 +851-70 +11SL70 +0'11.70 +661-7G +631-70 +6S/-70 +/30 +150 +/30 0 ¢ •7 O 47,683 +89.70 +651.70 +851-70 +89-70 +65/-70 +851-70 +86170 +65/-70 +651-70 +/10 +I3D +130 O Z Z W LL 48.745 +89.70 +6W-70 +851-70 +89.70 +65/•70 +09-70 +69-70 +69.70 +651-70 +150 +/5D GLAZING NOTES: �Jp "A"=ANNEALED �2 ¢ Fn 62.114 +89-70 +851.70 +89-70 +89.70 +63F70 +861-70 +89-70 +85/70 +/50 +130 F- 'H'-HEAT STRENGTHENED O $e $4.72 +551-70 +69-70 +69-70 +69-70 +65670 +69-70 +84.21592 N30 +/SO "T-TEMPERED a o ?=E 57.6 +851-70 +851-70 +69-70 +65`-70 +851-70 +64!58.8 +150 +/30 'PVB'=.090'TROSIFOL®PVB ® _Z N la v5 +� 60.8 +6W-70 +851.70 +89-70 +69.70 +64.3/59,3 +'_ +/10 BY KURARAY AMERICA,INC. + -1 (A m 84.376 +69-70 +69-70 +89-711 +89.70 +/SO +/Sp MAX.O.GSPACING IFANC14ORING MAX.O,C.SPACING IFANCHORING 'SG•=.090'SENTRYGLAS01NTERLAYERBY f7 a Z THROUGHTHEFRAMEPEASHEEFS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 KURARAY AMERICA,INC. Z W 88.4 +651-70 +69-70 +69-70 +150 +/30 Q Z qo�g 72.98 +8W-70 +69.70 +/50 +/SO APPUEST08,CORDANCHORS APPLIES TO F ANCHORS LL 0 O 78.171 +69-70 +85158.4' +/10 (SEETABLE2) (SEETABLE 3) 1)FOR LAMINATED GLAZING COMPONENTS, O Q (� SEE TABLE 1,SHEET 2. f: Z 84 *8W-70 +1,83.1• SEE ELEVATION ON SHEET! 4"FOR F ANCHORS Z)SEE TYPICAL GLAZING DETAIL ON SHEET 2. o: •IF USING GLASS TYPES 6,7 OR B,A DESIGN PRESSURE OF+651-70 MAY BE USED. O Z -J 5 c� -�{ 718'NO718'NOM. ,�+- --�{ 7/8'NOM. 7/8'NOM. �•�- a111 'xa0 seua5 I I I I I .��oNy1LYNn14�%,, 5/16"AIA PVB 5/16"AIA PVB 5/16"AIA PVB 5/16"AIA PVB ��\a\t..•'' CEN 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE Q';' �I 3F C� 1p 1/8"A GLASS 1/8"T GLASS--\ LASS 3116"A GLASS 3116"T GLASS--\ * /No.58705 t. I EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR :• C ' 11�` ST T 100.103 100103 160103 100.103 i� iy'• �(OR10 P,.•'G��'\� 10 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 S/,I IIII"'�?�\\ GLASS TYPE 5A.LYNN MILLER,P.E. P.E.It 58705 TABLE 6: Window Design Pressure(+/-,psf) MAX.O,GSPACING IFANCHORING NOTES: 11("A CAP,AIRSPACE,1/8-HS,.090"SG,L8"HS & 118-T CAP,AIRSPACE,1/8"HS,.090'SG,118'HS 10, THROUGH THE FRAME PER SHEETS 3&4 Glass 3116"A CAP,AIRSPACE,1/8"HS,.090"SG,118"HS & 3/16"T CAP,AIRSPACE,V8•HS,.090"SG,118'HS p- 11,12, APPUESTO B,COR DANCHORS 1)BUCK DIMENSIONS Typ�: 1,14, (SEETABlE2) SHOWN: 118"ACAP,AIRSPACE,3<16"A,.090'SG,3116'A & 1/8"T CAP,AIRSPACE,3116'A,.090'SG,3116'A 116816 3'16-A CAP,AIRSPACE,3116"A,.090'SG,3116'A 8 3116"T CAP,ABRSPACE,3116"A,.090"SG,3116'A SEE ELEVATION ON SHEET I 2)FOR SIZES NOT SHOWN, Window Buck WId1h(In) ROUND UP WI THE NEXT PRODUCPRBVL%D D'sn�sims 28 30 32 34J+701.110 38 40 42 44 47 60 GLAZING NOTES: AVAILABLE WIDTH OR useorePlY18�11s,Fhdda HEIGHT DIMENSION. B°Ild'oI �� 42 +701-110 +701.110 +701.110 +70'-110 +701-110 +70'.110 +701-110 +701-110 +701-110 +70/-110 •A"=ANNEALED 8'H'=HEAT STRENGTHENED Aecep- 64.34 +701.110 +701.110 +701-110 +71Y-110 +701110 +7d-110 +701.110 +701.110 +701-110 T=TEMPERED GLASS TYPES9THROUGHnDate6&727 +701.110 +70/-110 +701.110 +70•-110 +701.110 +70'-110 +701.110 +701.110 Wid1RB aer •pVg-=Ogp••{TROSIFOL®PVB 16 MAY NOT BE USED WITH 72 +701.110 +701.110 +701-110 +71)'-110 +701-110 +70'-110 +701.110 4T require BY KURARAY AMERICA,INC. J-CHANNEL OR INTEGRAL75.8 +701.110 +701.110 +701-110 +7x_110 +701-110 +74-110 eroundlhe- 'SG'=.090'SENTRYGLASED INTERLAYERBY FIN FRAMES 79.578 +701-110 +71)1.110 +701-110 +74.110 +701.110 carter, KURARAYAMERICA,INC. 84 +701.110 +701.110 +701-110 +7d-1100 hardware 1)FOR LAMINATED GLAZING COMPONENTS, 'GLASS TYPES 5,7,8,11,13 SEE TABLE 1,SHEET 2. &16 MAY NOT BE USED IN 2)SEE TYPICAL GLAZING DETAIL ON SHEET 2. THE HVHZ ABOVE&Y. m 05/15/17-JR-NO t CHANGES THIS SHEET. -�{ 718•NO718'NO 718'N718• �+- I I I I x m 5/16"H/H SG 5/16"H/H SG 5/16"H/AEXTERJOR 5/16"H/H SID > 0 7/16"AIR SPACE 7/16"AIR SPACE 318"AIR3/8"AIR SPACE ti N`y— °a°a O 3 0)y D-' uS 1/6"A GLASS--\ 1/8"T GLASS 3116"A 3116"T GLASS--\ � i R 34 aEXTERIOR a EXTERIOR a EXTERIOR ZLL pp -.0U7IE 100-103 100.103 LUC a 'ry GLASS TYPE 9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 �2 z z -, o o °o 0 d m Zo l°°45 _ ® Z ~ Z —.{ 7/8'NOM. —�•{ 7/8'NOM. —�{ 7/8'NOM. �{ 718"NOM. < Z p °11-5 I I I I ° Q z Ln 7/18"A/A SG 7/18"A/A SG 7/16"A/A SG 7/16"A/A SG Z 4 5/18 AIR SPACE 5/16"AIR SPACE 1/4"AIR SPACE 1/4"AIR SPACE--\ °IJ1 osa0 w< 1!8"A GLASS 1/8"T GLASS 3/16"A GLASS 3116"T GLASS aEXTERIOR ,a EXTERIOR G]EXTERIOR a EXTERIORLYNNE/ UCENSF'•,�j_ 100 103 100-103 100 103 100 103 *: No.58705 GLASS TYPE 16 GLASS TYPE 14 GLASS TYPE 15 GLASS TYPE 13 S ATE OF X40 6. ..toR.. . G ONAt 10`�\\ A.LYNN MILLER,P.E. P.E.#68705 Frame Gty. 2.615' Frame Height ��� Wldtlt linu6hera 63 30. 2 O 28.49V 1 30.001'-0BA00' 3 r1�' 26.500'•38499" 2 45.001•$0.000° 4 62 L.� 35.500°•73999" •3 74.000'-B400D" 4 � 2.583' i.168" II � _ .316' VENT TOP RAIL 6 15 O '04 .175' 1�- D 11 B � � .075' 1522 .075'� .754' Fol p '--o FRAME HEAD .340• -+— .035" --��•�— O RUDED 23 ] FRAM JAMBOIG O HD VENT RAIL 11 REINFORCEMENT O GLAZI ING BEAD O SCREEN FRAME 27 26 + ATTACHED TO 24 VENT SIDE 0 VENT BOTTOM RAIL 8 RAIL 50 11 EXTERIOR 21 O I 20e u 44 F--`--------------------------------�---� 6 VENT SIDE RAIL ___t _____________________ ATTACHED TO ExrEwoR 22 FRAMEJAMS O HORIZONTAL ATTACHED TOp+ o HARDWARE 25 FRAME JAMS 1 FRAME SILL FRAMEJAMB 1 FRAMEJAMB 1 ATTACHED TO VENT ATTACHED TO ATTACHED TO SIDE RAIL VENT BOTTOM RAIL VENT BOTTOM RAIL Frame Hinge Height Length -24.687 12' 0 25.000'-33.997 18' o� 34.000"•53.898' 20' 84.000"$4.00(0r 2a' 43 42 EXTERIOR PRODUCrPJMSEE) EXTERIOR 38 ..plying with d"Flo Ab FRAME JAMB 1 37 30 Buil p CodV L414 "eF. �Dte �Db 31 By 0 Minm' ade DrodtKt C • 39 � 1 FRAME SILL LYM `\11111 ilf ffff' VERTICAL 1�`.'L1GENS j 0 o HARDWAREI VINYL AWNING WINDOW NOA(LM) g 919/14 No.58705 o BOM&ASSEMBLY A om J ROSOWSKI3. NOTES: CERT.OF AUTH.#29298 11 OR G\`� 1)NOT ALL OPTIONS ARE SHOWN. COPYRIGHT02017 1070 TECHNOLOGY DRIVE 05/15/17-JR-NO CHANGES THIS SHEET. '���S�ONA1,/Jill t 1�?�` { PGT INDUSTRIES,INC. N.VENICE,FL 34275 m - . ALL RIGHTS RESERVED (941)-480-1800 AW-5540 NTS 9 OF 10 o i MD-5540A.0 a z B A.LYNN MILLER,P.E. P.EJI55705 i TABLE 7: # Part# Description Material 3.500" 3.500' 1 620125 JI-channel Frame PVC 0 U 2 620126 Flange Frame PVC CO-EXTRUDED WEATHERDEO STRIP 3 620127 Integral Fin From PVC WEATHERSTRIP WEATHERSTRIP 4 620128 Equal Leg/Box Frame PVC B 620173 HD Vent Rail PVC 2 880" 2 880° 1 or 11 620164 HD Vent Reinforcement(Full Length) Alum.6005-T51 85 15 870247 We -Poi/rip,Lock */-1 dura. Flex PVC 75`� I — 70 20 7024 Mulll-Point Lock CSteel I i I 21 7011 Multi-Point Lock Flat Su Plate C Steel e o o O o 22 varies vAh size Tle Bar C Steal 23 20222 Tie Bar Guide C Steel .625" ,219' •825" .219° 24 7014 MW9-Look Keeper C Steel 1.375° 25 71024X0562PPFX #16.24 x 9/1W Phi.PH Machine Screw SS O J-CHANNEL FRAME O FLANGE FRAME 26 78X34PPTXAIO 98 x 3/4"Phl.PH Tek SS 27 76X112PSAX #8 x 1-1/2"Phl.FH Tek SS 73 86 30 20239 Awning Scissor Operator C Steal 3.600" 3.600' 31 20240 Awning arrow operator C Steel 0 0 32 7MC7034 Awning Scissor Operator Track SS CO-EXTRUDED CO-EXTRUDED 33 20257 AwningNarrow Operator Bracket CSteel WEATHERSTRIP WEATHERSTRIP 35 7030 eraior Gasket White Neoprene EXTERIOR 36 7031 Operator Backing Plate CSteel 2.880° 2886° 37 20253 Operator Co1ef C1O0 ©00 39 Standard Handle C Steel .075" •075° � 40 7018 Folding Handle CSteel F nn O❑t� R43 7019 T Handle(lhumbtum) C Steel o o o 0 7SX12PPMSX #832 X 1/2' Phl.PH Machine Scrota SS MITERED FRAME& 777VENT CORNERS I 78934PFAX #8x314'Phl.FH SS WITH INTERIOR AND ale' 211r• 78XIPBDX #B x 1°Phi.FH Tek SS EXTERIOR WELDS v 1.376 7032HD/16120/28 Awni 4-Ber Hinge C SteelINTEGRAL FIN FRAME EQUAL LEOBOX FRAME 71OX12PPMSX #10 x 1/2°Phi.PH Machine Screw SS 80 720256 HD Snubber Die-cast 21nc VENT FRAME OPTIONS 63 1 78X12PPSMSX #8 x 1/2"Ph1.PH SS 64 1 20157 Anchor Hae P)ug PVC ASSEMBLY 87 85 720309 Around the Comer Hardware Package Steel DETAIL E92 720135 Laml IG Glazln Bead PVC SCREEN Backbedding,GE 7700 or Dow 791 Silicone ASSEMBLY 71646N Setting Block /8"x 1'x 11W),85+!-5 duro. EPDM 73 DETAIL 67008 Extruded Screen Frame PRODUC.rBmsm 47040 Screen Comer Key as CM �ffidwF Bui7CASPM Tension Spring A=Pm aN 4 61816034 Screen Cloth EipimmcnNo/ _Q lfrll! E•pimrion Dau 81635/24 .140•Screen Spline Machine/Hand Rolled) 6 620160A Frame Assembly Tube Alum.6005-75 FRAME �>i de Prudual 620177 Shallow,Flush Cap PVC ASSEMBLY 620178 Dee ,Flush Cep PVC 1 93 620132 Frame Asse Tube End PVC DETAIL ```111118011"v / ���` ANY LYN/y //,, VINYL AWNING WINDOW NOA(LM) 0 9/9/14 `* No.58706 *_ aBOM&ASSEMBLY B o J ROSOWSKI AOTF NOTES: �t�s •:c<ORIOP,••'G0! ` 1)SOME PARTS NOT SHOWN ON DRAWING FOR CLARITY. CERT.OF AUTH.#29296 i 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES,PARTS#2-4,APPLY. 1070 TECHNOLOGY DRIVE m 05/15/17-JR-NO CHANGES THIS SHEET. �NAL 1EN 3)ITEMS#5,7-10,12-14,16-19,28,29,34,38,45-09,5158,58.61,66.71,73,75.77,79, COPYRIGHT®2017 11111 81-83,88,89&94.09 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. PGT INDUSTRIES,INlC, N.VENICE,FL 34275 a A,LYNN MILLER,P.E. q)ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. ALL RIGHTS RE SERVED (941)-480-1600 AW-5540 NTS 10 OF 10 oz MD-5540A.0 Wiz° B P.E.#68706 D 1 MAR 0 202P : ••� a St O YMz'. 0 p County,Permittin W. CENTURY BLVD. sT. 1_ucie Z1.6 5200ILE - >• '... ..• �y,� N j M LOS ANGELES, CA 90045 vn e v a ozd a E zmcw GLAZED FIBERGLASS SINGLE DOOR L a 115.0"MAX.OVERALL FRAME WIDTH � x 0 e a 1 F w/ or w/out SIDELITES 37.25•x. OEC 9= INSWING/OUTSWING FRAME WIDTHFRAMEWIDTHoa � '7MP'ACT" � x yZ K pJ VO GENERAL NOTES 0 1. This product has been evaluated and is in compliance with the 6th Edition O X O a x H m Ad (2017)Florida Building Code(FBC)structural requirements excluding the ? o , 5�w "High Velocity Hurricane Zone"(HVHZ). o >!Eo a� N 2. Product anchors shall be as listed and spaced as shown on details.Anchor N= $_ 9 embedment to base material shall be beyond wall dressing or stucco. w OX a a a 3. When used in areas requiring wind bome debris protection this product ''m complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level'D"and includes OXO Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2& ILI 9! a R301.2.1.2.1. x a 0 0 4. For 2x stud framing construction,anchoring of these units shall be the same W _o as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further XO o 0 a engineering analysis by a licensed engineer or registered architect. DESIGN PRESSURE PS DESIGN PRESSURE P.S " c � iABLEOFCONTENTS MAX. MAX.SIDELfTE � � � � �^ 9 SHEEr@ DESCRIPTION CONFIGURATION FRAME D.L.O. INSWING OUTSWING ^ w 1 Typical elevations,design pressures 8 general notes DIMENSION DIMENSION POSITIVE NEGATIVE POSfTIVE NEGATIVE o 2 Door anel details o 0 3 Sldelite panel detaHs and glazing detail X 37.5"X 82.0" N/A +50.0 -50.0 +50.0 -50.0 N^Z m z 4 Elevations DATE:02/21/12 i ` 5 Horizontal cross sections OX/XO 76.25"X 82.0" 20.5"X 62.75" +50.0 -$0.0 +50.0 -50.0 scAm: N.T S 1,0 6 Vertical cross sections owc.ar: JK m "s 7 Vertical cross sections s OXO 115.0"X 82.0" 20.5"X 62.75" +50.0 -50.0 +50.0 -50.0 g Buckanchoring CHK.6i: LF5 g 9 Frame anchoring oravnNc No.: 10 Bill of materials and components FL-17184.9 N 0 sHa r 1 or 10 `o i� 250" F- EXTERIOR _ I{,�� .. ''�'wQi�•��:•y t1�tJ*P1 p.:gWA- i.58 IT 0«Cr�oi mmof kav xoHINGESTILE LOCK BLOCK(WOOD) ) ep n•: Cellular PVC STILE REINFORCEMENT o ~ (LYLj STILE REINFORCEMENT(LVLJ g E NAROwARECNARF ) HORIZONTAL CROSS SECTION LATCH STILE � �8 oR �� m a a� - Cellular PVC \ g _ MANUFACNRER 'MODA -- E a FOAM CORE E o LOCK: SIGNANRESERIES (POLYURETHANE- $ a �� DEAD 60LT: SIGNATURESERIES(M) IS PCF MIN.) ' YALE LOCK: YNGOLLEC110N STRUCTURAL SILICINE(DOW 9951 5/8"GLASS BRE KADBOtnt, YN COLLECDON(SD SERIES} NON STRUCTURAL SEALANT KNOD: •F•SERIES(FIO} SCHLAG£ DFADSOLY W SERIES(NO/d2) I"dYERALL GLASS THK, z p 1/8"ANNEALED GLASS e . OR WIDTH �'�MAX. 0.090"SAFLEXOPVB 20ZMAX. ocn m c FRAME WIDTH INTERLAYER °t, 2 Q D.L.O.O.WIDTH 1!8"ANNEALED GLASS tt AIR SPACE E o y s 1/8"TEMPEREDGLASS Gj o� a #7-19 X 13/4"PPH ALUMINUM SPACER / SELF DRILLING SMS SA INT. INTERIOR EXTERIOR G4.2S' STRUCTURAL SEALANT 1 � � Csll GLAZING DETAIL �� S m o 86 z X O ' 0 ol n 0. FIBERGLASS SKIN F' p jf (0.075"THICK) � SEEHAROWARETAOLE BOTTOM RAIL (COMP.) a p a z ODi LITE FRAME 3A ODLlJTE FRAME StxtE N.T s. DATE 02121112 D (Num•) ma BY. JK m' DOOR PANEL VERTICAL CROSS SECTION `1°`osaww0 tm.:LFs a � n FL-17184.9 n d sr+cEt' 2 ov 10 � 250 1.00" EXTERIOR II f AY' r-1.58"� V-,:� o t,11►� n N gin TOP RAIL i ` N:9,j m HINGE STILE INTERIOR LOCK BLOCK(WOOD) (COMP.) N m Z v 0 •Z� Cellular PVC n E m 9 m°c STILE REINFORCEMENT(LVL) . g c a .w s� STILE d a N m a a REINFORCEMENT LATCH STILE p (LVL) 3 HORIZONTAL CROSS SECTION Cellular PVC FOAM CORE \ € v Z d (POLYURETHANE- c 31a 1.9 PCF MIN.) STRUCTURAL SIUCINE(DOW 995) 5/8"GLASS BITE B � ¢a NON STRUCTURAL SEALANT EXT. Zo 00 I"OVERALL GLASS THK. _c 1/8"ANNEALED GLASS -+� d ® GI �y m ' WIDTH ��0.090 SAFLEX PVB I INTERLAYER a 0 24.22'MAX. 2 FRAME WIDTH 1/8"ANNEALED GLASS INTERIOR EXTERIOR a� w = 3 20.7 MAX. t AIR SPACE cl o m D.L.O.WIDTH 1/8"TEMPERED GLASS a a _ N7-19 X 1-3/4"PPH ALUMINUM SPACER 9SELF 3A INT. NON STRUCTURAL SEALANT $ A G1 GLAZING DETAIL _ �� $ na O m N N V) 5= YJ = Z $ 1.86" FIBERGLASS SKIN 8 o s 1 (0.075"THICK) d0 3 d o0 O BOTTOM RAIL ^ F 0.063" (COMP.) :....t: a 6 / O pp �p11 W i � N N Q J O 7 4.2S' T 3A ODI LRE FRAME n��02 21 12 0 PP.) (Alum.) sma N.T.S. � s D ODL LITE FRAME 2 VERMAL CROSS SECTION M.BY. JK 3 cNK sr: IFS e 60 SIDELLTE PANEL `� ER-NO NO.: N FL-17184.9 o SHEET_!I_OF 10 it R.1Clients\PlastpM,Inc PERMANENTiA-Florida Product Approvals\F1r17184 Fiberglass Door-Inswing-Outswing(BNO\C-Drawings\FL-17184 6TH ED(2017)\FL-171849-10.dwg,1-4 �m M 0.co o Ate+ X p•shO.N Q O.to 17t N rn A Q V� m V N V !n N O z "o' Odo oy c.W 4 O.1r In N o.P N A V� V W O V N VA frN V fr QQ o CM QO.W X A r Z OX aA aN ' Q 0%to In W O.O. �. O s Z No.43409 PRODUCT: Dxuma t.Prepared By. PLASTPRO INC. Lynda. F. Schmidt �'�,�•••• Q�'•(�``��` FIBERGLASS ODOR P.E. No. 43409 v o r OD r ` y 2 7/24717 UPDATE TO 6TH ED. (2017 FBC JK PART OR ASSEMBLY: /��/ BUILDING CONSULTANTS. INC. I� I NO 4DATE15 UPDATE TO 5TH ED. (2014 FBC BJIK' ELEVATIONS 0 I�YY P.O. Boz 230• vatrrao. FL 33595 Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 2010 R.W.BAIL....Co...LT-INC. 1-1/4"MIN. ```. ..........* !�� 'i N EMB.(TYP.) E 60 EXTERIOR 9 �' '�v; 0 EXTERIOR •,. 10 ° _C?•u �c Q=� D M 27 �::7 i ° - ice• M 124 a� o a o imZa (� a 8to 9 oa. � � ua poa e K SEE NOTE 1 40 ° u: m a a 7 o c=E a o INTERIOR g INTERIOR 40 a W 7 • •°� J 21 20 ' B ° 0.15" 21 20 1-1/4°MIN. A C C'SINK L L D (3a: z ° Ce 15' EMB.(TYP.) 21 20 (TYP.) C ?o Q� (� -C SINK 1-1/4"MIN. H zw L (TYP.) EMB.(TYP.) �� m ^�y B C 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION "� oo E $ Outswing shown-inswing also approved DO w =� € Shown w/1 X sub-buck 5 Outsw(ng shown-inswing also approved F o 1 HORIZONTAL CROSS SECTION = o 5s 5 Outswing shown-inswing also approved a a DO 1. Spacing for item K:6"from ends 11 88 and 6 more equally spaced along EXTERIOR' 88 M 27 EXTERIOR 9 K SEE NOTE 1 EE In sidelite(8 total). 10 K a E SEE NOTE 1 K �+ w i �B 0 oo i ON7 �ra a a zZg G >> 5 60 40 40 7 60 N N a INTERIOR 7 INTERIOR B N z 8 DAM 02/21/12 scAm, N.T.S. ° 21 20 L 21 20 L ow°.er: JK 2 HORIZONTAL CROSS SECTION r 3 HORIZONTAL CROSS SECTION CNK.BY. LFs 3 $ Outswing shown-inswing also approved 5 Outswing shown-inswing also approved DRAWING No.: a Shown with 2X reinforcement Shown with 2X reinforcement FL-17184.9 = 0 sNa:r 5 of 10 d R:\OlentsXKastpm,Inc PERMANENTIA-Florida Product ApprovalsVL-17184 Fiberglass Dow-Inswing-Outswing(BHnIC-Dmvdn9slR-17184 6TH ED(2017)1R-17184.9-I0.dwg,1.6 m g M n T O m v 53.A 5 0 ° mn ° . )n ° C.'7 Oen � ` rn m o o �T z z o m go v a z A O N ° 4—A CL v 0.15" �- CSINK °p 1-1/4"MIN. (TYP.) EMB.(TYP.) m m 1-1/4"MIN. M EMB.(TYP.) z A. O A N r77 OA >r Or' >r- O n ' Q O > �O c N O to UX 40 CL o. z w p z ° _ 0 1 1/4"MIN. EMB.(TYP.) ° 1-1/4"MIN. EMB.(TYP.) 1-1/4"MIN. EMB.(TYP.) m T 00 OT V0 O V (� m n _A r0 50 _ ° F� z p N O O 0z m ° � ntni � z g 70 c 0 M O / N0.43409 EMB.(rYP-J PRODUCT: Do mento Prnpored ey:-, PLASTPRO INC. Lyndon F. Schmidt �.i..s••F20yDI: 0 IO1 ro FIBERGLASS DOOR P.E. No. 43406 /� /l/1111111 '• y 2 7 24 17 UPDATE TO 6TH ED. 2017 F8C JK PART OR ASSEMBLY: Krt��BUILDING CONSULTANTS, INC. •�P 1A 1 22 15 UPDATE TO STH ED. 2014 FBC JK �1! P.O. Box 230, Valrico, FL 33595 OATS BY C� CROSS SECTIONS YY Phor a No.: 813.859.9197 REVISIONS FBPE CJL No. 9813 ®201 2 R.W. DBN6UL w.INa. ° NOTE � &`` *Toe,%" iii n E c �.•' m ° 1.Spacing for item K:6'from each end J�Z °• v and at centerrine(3 total). _V; * -=Z�m ^ ° �N•.7 z° 02t a QD 03 � om ynB �Ofill Il �OO�N;�z m z O z°o ..- % C ?m a 60 � 6 oz _ 60 c SEE NOTE 1 K L c? ala 20 21 SEE NOTE 1 K 21 20 EXTERIOR INTERIOR EXTERIOR INTERIOR o z a 1 VERTICAL CROSS SECTION �1 VERTICAL CROSS SECTION �y M Fy 7 Outswing shown-inswing also approved Outswing shown.inswing also approved a- my Shown w/1 X sub-buck �W Of o 0 0 9 a ILI INTERIOR EXTERIOR >m INTERIOR EXTERIOR 50INTERIOR EXTERIOR SEE NOTE 1 ° K N N i SEE NOTE 1 SEE NOTE 1 c d o , 29 K 50 50 K 20 21 W xW J p 34 � 31 35 �R 0 F E E D i Z ego Z {O� d e' OAM 02/21/12 3 VERTICAL CROSS SECTION -41 VERTICAL CROSS SECTION �5�VERTICAL CROSS SECTION �.. "�K m s 7 Inswing configuration 7 Outswing configuration ���Outswing configuration e CKK.a+: LFS 3 a ORAWM NO.: N s FL-17184.9 6 SNa:r 7 OF 10 .......... OF Z LL� 00, •"- � tto U N G XZN Z a {TYP.J \` li so 9 m ac w 4 -_----�-) � " it a♦ p OIL T77 a • ti Ii `1" MASONRY TYP.HEAD I! &JAMBS MASONRY I I I I TYP.HEAD do z d OPENING &JAMBS OPENING r�I I I &JAMBS re — 2X REINFORCEMENT-f 1 I OPENING S I } x o SHOWN FOR REF. I I !! 2X REINFORCEMENT' 11 2X BUCK ONLY t I 11 SHOWN FOR REF. 1 i � wx 2X BUCK _ I I2X BUCK--\ i ONLY !I CL(l) a ti �� o � II 5 0 it IIS o !I II U a 0. —0 "' BUCKAN N N C OR1NG BUCKANCHORING z X OX/XO BUCKANCHORING 8 p OXO in Q� R 99NCREFEANCHORNOTE5: 1.Concrete anchor locations at the comers maybe aajusted to maintain the min.. i edge distance to mortarJotnts. o i 2 Concrete anchor locations noted as"MAX.ON CENTER'must be adjusted to F' malntoln the min.edge daionce to modorJolnts,additional concrete anchors may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. N 3 Concrete0nchortable o ANCHOR M!N CLEA'RANCE PF TYPStIE EMBEDMENT MASCNRY N 2 U EflW DATE 02 21 T2 ioT 4" 1.114" 2" sauE N.T.S. ° u TAPCON / A ELCO t;;;•Br: JK m ULTRACONe 114" T•1/4" P 4• cHx Irr LFS WOOOSCREWINSTALIATtON NpTFS: ORA BY N0. 1.Maintain a minlmum 518"edge distance,1"end distance,&1"o.c.spacing of N wood screws to prevent the splitting of wood. FL—17184.9 9. 0 SHEET S OF�O � 14.56" R ��`� * 'j�i BILL Of MATERIALS I ��gp ••$• REM# DESCRIMON MATERIAL =a. A 1XBUCK(SG>=0.42) WOOD 4110S B 2X BUCK(SG>=0.42) WOOD �� 8 C 1/4"MAX.SHIM SPACE _ iy 236" 22" �� F.-40— D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL HEAD a SIDE rrrr* 1►��� °z' E CONCRETE Jamb MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 2p o H•: 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 v 0 e= F 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEELr 4.56" E- 9 m oc w S G 3/16"X 3.1/4"PFH ITW CONCRETE SCREW STEEL I \/ 8 o o a d H 1/,C'x 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 4 d J 114'X 3$/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E o Z d K #9 X 2-1/7'PFH WOOD SCREW STEEL La L #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL II I a M #8 X 7'PFH WOOD SCREW STEEL f--244"— -1 —2.13"_j P. N 1 XX 1-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL ISSLB ESPACER 7 FORCE 5 WEATHERSTRIP(ENDURA) FOAM HEAD a SIDE 29 ISSLB o 8 COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOAM 21 Potyfiberjamb �o O zo d 9 4"X 4"BUTT HINGE STEEL o �o 10 #9 X 1"PFH WOOD SCREW STEEL 11 #9 X 3/4"PFH WOOD SCREW STEELw 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD4.56" 4.56" n m� s 21 POLY FIBER JAMB COMP./VINYL -{ jl o 27 LATCH STRIKE PLATE STEEL I o 28 DEADBOLT STRIKE PLATE STEEL a a 29 SIDELITE SPACER(ISSLB) PVC 30 DOOR SWEEP PVC m a 31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD s 32 ADA THRESHOLD BY DLP(ISHC) ALUM. 33 INSWING THRESHOLD BY DLP(ISCS) ALUM./WOOD 3T oUiSWING THRESHOLD w INSWING THRESH 1D 34 SIDELITE THRESHOLD BY DLP(ISH/EIS) ALUM./WOOD �� N N 35 TRIM WOOD z 36 OUTSWING ADA BUMP THRESHOLD ALUM. 8 8 En 0 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS a, 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 4:62' ►{ 12 o a' 88 2X REINFORCEMENT(CLEAR PINE:SG>=0.49) WOOD a 6 z 32 ADA SILL m ISHC w N a hao � Pn �, S DEUIE THRESHOLD o i o ISH/EIS N 2 U JL IIS_ w�02/21/12 z stuc- N.T.S. 4 f Dwc.Br: JK m' s T cm Br: LF•S 3 36 OUISWING ADA BUMP THRESHOLD d DRAWING NO.: OSHC FL-17184.9 0 SHEEP 10 OF 1O a R W R W Building Consultants; Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrieo,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 / / // , I2019 Product Category Sub Category Manufacturer Product Name Plastpro Inc. Glaied Fiberglass Single Door Exterior Swinging 5260 W.Century Blvd, w/or wlout Sidelites Doors Exterior Door Assemblies Los Angeles,CA 90045 Inswing 1 Outswing (440)969-9773 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Plastpro Inc.based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F..Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1.This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this-product complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-17184:9 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17184.9 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Sinned by TEL 01390243 TAS 201,202 and 203-94 Testing Evaluation Lab.,lnc. Wendell W:Haney, P.E. TEL 01390365 TAS 201,202 and 203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. 2. Miami Dade NOA Materials Testing 18-0301.05 Saflex®PVB Interlayers(Eastman Chemical Company) 3. Drawing No. Prepared by Signed&Sealed by No.FL-17184.9 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt, P.E. ©e®�®aeesaeseoQtPQ 4. Calculations Prepared by ®d° �.� �% !(� ®�A Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) CEN►S •T �sBLyndon F.Schmidt, P.E. 5. Quality Assurance No 43409 m Certificate of Participation issued by National Accreditation and m • Management Institute,certifying that Plastpro Inc.is manufacturing produce Gude 53.quality assurance program that complies with ISO/IEC 17020 and ve STATE 01= Lyndon F.Schmidt,P.E. °. ! a Q'o°=�®p QFL PE No.43409 m •0 oFt o,• �' °° 2/21/2019 Sheet 1 of 1