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HomeMy WebLinkAboutNotice of Acceptance ,large and small missle impact resitant i -NIIAMI-DARE - MIAMI-DADE COUNTY $ PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND,CODE ADMINISTRATION DIVISION T(786)3 i5-2590 F(786)315-2399 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 I`SGD-780" uminum Sliding Glas Door w/90°& 135°corner(Reinf/Non-ReinE)--L.M.I. APPROVAL DOCUMENT: Dr ing No. MD-780.0 Rev titled"Aluminum Sliding Glass Door(LM)", sheets 1 through 18 of 18, dated 10/05/15 a ast re ' /17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.I E., bearing the Product Control Revision stamp with the Notice of Acceptance number and Expirat' ate by the Miami—Dade Counre trol Section. MISSILE IMPACT G:Large and Small Missile Impact Resistant Limitations: 1. Max Panels configuratio ed er tables 1 thru 3,not to exceed 462.11 z inside/outside 90°& 135' comer units are limited to straight panel each corner side per tables 1 thru 3. 2. See sheets 7&8 for Design Pressure(DP), glass type,sill type for positive DP limit,applicable reinforcement and anchorage quantity requirements. See sheet 11 for glass options. See sheets 12 thru 15 for anchors lay out at tracks and corners. See Pocket anchor details in sheet 6. 3. Pockets wall, cavity are not part of this approval.Exterior/Interior Pocket wall&applicable Egress requirement to be reviewed by Building official. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOAshall 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. i ' INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#16-0629.10 and consists of this page 1 and evidence pa a well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda,P.E. MIAM>•DADE COUNTY NOA No. 17-0420.0 o , Expiration Date: August 02,2022 . q[ Approval Date:July 27,2017 Pa i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files#listed below) 2. Drawing No. NID-780.0 Rev B titled"Aluminum Sliding Glass Door(LM)", sheets 1 through 18 of 18, dated 10/05/15 and last revised on 07/17/17,prepared by PGT Industries,signed and { sealed by Anthony Lynn Miller,P.E. I i ' 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 Aluminum SGD (w TPS, Super, Cardinal &Duraseal spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed and sealed j by Idalmis Ortega, P. E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 j 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 I Along with marked-up drawings and installation diagram of Aluminum SGD w/1351 interior/Exterior corner&interior pocket mount,prepared by Fenestration Testing Laboratory,Inc., Test Reports N6(s)FTL-8322 and FTL-8374, dated 08/06/15,both signed and sealed by Idalmis Ortega,P.E. (Addendum letter dated Jan 18, 2016, issued by Fenestration Testing Lab) Along with marked-up drawings and installation diagram of Aluminum SGD,prepared by Architectural Testing, Inc.,Test Report No. ATI-8124.01-401-18 R, dated 11/13/2008, signed and sealed by Joseph A. Reed, P.E. (submitted under files#12-0516.04) Along with marked-up drawings and installation diagram of Aluminum SGD,prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-5618, dated 06/21/2008, FTL-5619 dated 07/07/2008,FTL--5254,dated 05/17/2007 and FTL--5273,dated 05/07/2007 respectively, all signed and sealed by Carlos S. Rionda,P. E.(Submitted under file#11-1018.12). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/08/17 and last revised on 07/17/17, complying with FBC-2017 (61h Edition),prepared by PGT, signed and sealed by Lynn: Miller,P.E. 2. Anchor verification calculations and structural analysis dated 01/20/16, complying with FBC- 2014 (5t1 Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. (submitted under file#15-0903.09) 2. Glazing complies w/ASTME-1300-02, 04&-09. 11shaq I.Chanda,P.E. Product Control Examiner NOA No.17-0420.04, Expiration Date: August 02,202.2 Approval Date: July 27,2017 j E-1 _ I I ,i r i 1 PGT Industries,Inc. I I I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i D. QUALITY ASSURANCE L Miami Dade Department of Regulatory and Economic Resources (RER) i E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours & Co., Inc.) for the`'Sentry Glass ® (CIear and White) Glass Interlayers", expiring oni07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. (Former E.T. DuPont DeNemours& Co., Inc.)for the"Trofosil Ultra clear&*color PVB Interlayers (former Butacite)", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6 h Edition)and FBC 2014(5 1h edition),prepared by PGT, dated July 17,2017, signed and sealed by Lynn Miller,P.E. 2. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 08/28/15, signed and sealed by Lynn Miller,P.E. (submitted under file #15-0903.09) 3. Spacer reference e-mail by PGT dated Jan 13, 2016, signed by Lynn Miller,P.E. 4. Lab compliance as part of the above referenced test report. I G. OTHER 1. This NOA rievises &renews NOA#16-0629.10,expiring 08/02/22. 2. Test proposal## 07-2583, approved by BCCO, #14-1739 & 17-0387 approved by RER. i I Ishaq L Chanda,P.E.: Product Control Examiner NOA No. 17-0420.04 Expiration Date: August 02,2022, Approval Date: July 27,2017 E-2 i I i � I P i J SERIES 780,IMPACT RESISTANT SLIDING GLASS DOOR TABLE B:SEE DETAILS ON SHEET 11 INCLUDING INT./EXT. POCKETS & 900/1350 CORNERS Glass Desertptlon(LltledhomEkterlortalnterlor) Table sneer GENERAL NOTES Type # # 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEET 11. 1 7/16"laminated:(1)Lite of 3116°ANN Glass and(1)Lite of 3116"HS Glass with.090'PVB Intedayer 2 7 2)DESIGN PRESSURES: 2 9/16"Laminated:(1)Lite of 1/4"ANN Glass and(1)Lite of 1/4'HS Glass with.090"PVB Intedayer 2 7 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 3 1-1/1 U'Laminated I.G.:3116"T Extedor Cep+7/16"Air Space+7/16"Laminated consisting of(1)Lite 2 7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. of 3116"ANN Glass and(1)Lite of 3/16"HS Glass with.090'PVB Intedayer C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 4 1-1/16 Laminated I.G.:1/4"T Exterior Cep+3/6°Alr Space+7l18•Lam noted consisting of(1)Ute of 3)ANCHORAGE:THE 33-1/3/o STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING 3116'ANN Glass and(1)Lite of 3/16"HS Glass with.090'PVB Intedayer 2 7 BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 5 7116'Laminated:(1)Lite of 3116"ANN Glass and(1)Lite of 3116°Hs Glass with.090"SG Intedayer 1 7 REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. 16•-Laminated:(1)Ute of 1!4"-ANN Glass and(1)Lite of 1/4"HS Glass witfi�080"SG Intedayer 1 7 ---- 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS;AS APPLICABLE. - -" 7 6°laminated:(2)Utes of 3/16"HS Glass with.090°SG Intedayer 3 g 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND 9116"Laminated:(2)Utes of 1/4'HS Glass with.090'SG Intedayer 3 8 ADM,ALUMINUM DESIGN MANUAL. 9 1-1/16•Laminated I.G.:3116•T Exterior Cap+7/18•Air Space+7115'Laminated consisting of(1)Lite 1 7 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING of 3/16"ANN Glass and(1)Lite of 3/16'HS Glass with.090°SG Intedayer CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 10 1-1/16'Laminated I.G.:1/4'T Extedor Cop 3/6'Air Space+71- Laminated consisting of(1)Lite of 1 7 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE CURRENT FLORIDA BUILDING CODE, 3/16°ANN Glass end(1)Ute of 3l16•HS Glass with.080'SG Intedayer 9)APPLICABLE TEST REPORTS:FTL-5254,5273,5618,5619,8322,8374&ATI-81241.01 401-18.APPLICABLE. 11 1-1116"Laminated I.G.:3116°T Exterior Cap+7116'Air Space+7/16'Laminated consisting of(2)Utes of 3/16•HS Glass with.090"SG Intedayer 3 8 TABLE A: 12 1-1116'Laminated I.G.:1/4"T Exterior Cap+3/8"Air Space+7/16"Lannated consisting of(2)Utes of 3 8 _ Min.Edge Min.O.C. Min. 3/16"HS Glass with.090'SG Intedayer Group Anchor Member Substrate D)stance Distance Embedment or Metal Thickness ANCHOR NOTES #12 of3t0 ea sbe Southern Pine(SGAluminum u 0. 5) 9116 11' .083 1 FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE (min.of 3threads beyond All 8083-T5 Aluminum 3i8" 9118° 0.083. ) A36 Steel 3/8" 9116• 0.050" ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET metal substrate) Gr.33 Steel Stud 318• 9116, 0.045'(18 Ga) FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. p All Concrete(min.2.22 ksl) 1-1/2' 3" 1-3/8- 1/4"Elco Aggre-Gator® Jamb/P-hook Filled Block(ASTM C90) 2" 3" 2" 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. Jamb/P-hook Hollow Block(ASTM C9D) 121, 3" 1-1/4" F,=57 ksi,F�=96 ksi All Southern Pine(SG=0.55) 1' 1° 1-316" 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY be 5) Southern P r (SG=0.55) 9116° 718" 1-318" SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO 912 Steel SMS( SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR r'RODVCf RBVW" e (min.oi3 threads beyond All 8083 T5 Aluminum 3!B' 9V18' 0.083° GREATER.1X AND 2X BUCKS HEN USED SHALL BE DESIGNED TO PROPERLY &SOMPIY18Y with the Fb" A3Steeel 318' 9/16' 0.050° ) preldi-9CWd metal substrate) Gr.33 Steel Stud 318• 9116' 0.045°(18 Ga) TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE a:.zrraem No,17-Otf&.64 1/4• co traCorib All Concrete(min.Y85 ksi 1" a• 1-W81 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE C'i'r'•'r6¢DIWc r>ti C F=155 ksi,Fu=1T7 ksl Jamb/P-hook Hollow Block(ASTM C90) 1" REVIEWED BY THE BUILDING OFFICIAL.ti 1-1/4° �.I� •L� _. PrffisetCm�hnl 1/4'Elco UltraCorl® All Concrete(min.2.85 ksi 2-112 4" 1318° 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS Jamb/P-hook Filled Block ASTM C90 2.1/2' 4• 1314' PER CURRENT FLORIDA BUILDING CODE AND TO BE R_EVJEWED BY THE AUTHORITY ��` NY LYN Fr= si, =1 st Jamb/P-hook Hollow Block CASTM C90) 2-1/2" 8" 1-1/4" HAVING JURISDICTION. CEO'' CENgN��C D Head/Sill Concrete(min.3.35 ksl) 1" 4" 1-W4° 1/4"410 SSfe Elco ,Iamb/P-hook Concrete(min.3.35 ksl) 1° 8" 1-314° CreteFlex® 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT :*:r No.68705 *- Jamb/P-hook Hollow Block(ASTM C90) 1-3/4° 8• 1-114" REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX.114"THICK&3400 =_ Fr 27.4 ksi,F�18 ksl All Southern Pine(SG=0.55) 1° 1' 1.318° PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE 7 ! 1)WHERE SUBS ITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO �0•'•.. S7 TE o l7:'�; CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALLTABLES IN THIS APPROVAL. SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED _2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. ��(C �ORIOP.. ,�� 3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33.KSI. GENERAL NOTES.............1 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE i S ''•••.•.-•• 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. EXAMPLE CONFIGS..........2 AUTHORITY HAVING JURISDICTION. ���s7O S"! INSTALL DETAILS..............3-6 NALIpt�� CODES/STANDARDS USED: IMPACT RATING DP/ANCHOR TABLES........7-8 A.LYNN MILLER.P.E. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION RATED FOR LARGE&SMALL EXAMPLES.........................9-10 A ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#58705 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION MISSILE IMPACT RESISTANCE GLAZING DETAILS............I I N.VENICE,FL 34275 •ASTM E1300.09 ANCHOR LOCATIONS.......12-15 I GENERAL NOTES 1m*J ROSOWSKI (941)-480-1600 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION DESIGN PRESSURE RATING .ALUMINUM DESIGN MANUAL,ADM-2015 PANEL TYPES...................16 CERT.OF AUTH.#29296 •AISI S100-12 SEE TABLES 1-3&CI-C2 EXTRUSIONS.....................17 a UPDATED TO FBC 2017,REV.TABLES 1-3 �� 04/OS/17 COPYRIGHT02017 •AISC 360.10 ON SHEETS 7&8 PARTS LIST........................18 SGD-780III NTS 1 OF 18 MD-780.0 PGT INDUSTRIES,INC. 1 B ALL RIGHTS RESERVED MAX.UNIT WIDTH MAX.UNIT WI MAX.UNIT MAX,UNIT WIDTH NOM.PANEL WIDTH NOM.PANE IDTH NOM.PA L WIDTH NOM.PANEL WIDTH PER TABLES 1-3 PERT BLES 1-3 ` - PER ABLES 1-3 ` PER TABLES 1-3 -^r-- MAX.UNIT 3 I 10 3 3 I°aL - 3 a IC MAX.UNIT a I I� MAX.UNIT / / I AXC'UFN�IT I HEIGHT a a e i� HEIGHT I^ HEIGHT / / e I I^ PER TABLES 1-3 / i i PER PE TABLES 1 3 / / PER ABLES 1-3 ER TABLES I-3 w C�r_� _ __ ___ ---_ - __ -- __ __� __.� _ o�Iy 1-PANEL sv-- - ---- 2-PANEL - sv -' - r-J a F 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS < MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH E NOM.PANEL WIDTH PER TABLES 1-3 PER TABLES 1-3 ` PER TABLES 1� 3 -I`r--� I MAX.UNITXTYP. MAX.UNIT a a e �'� MAX.UNIT a I HEIGHTHEIGHT I^ HEIGHT I^ PERTABLES 1-3PER TABLESI-3 / Ig PER TABLESI / Izr 5-PANEL CONFIGURATIONS 4 6 PANEL CONFIGURATIONS OUTSIDE CCR R SHOWµ INSIDE CORNERSIMMR I MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH a NOM.PANEL WIDTH PRODUCtR EVAM PER TABLES 1-3 s PER TABLES 1-3 I (}��,a i I i 3 Accepts. U��.'bo Date K 3 3 3 3 3 S I 3 3 9 3 MAX.UNIT } / I MAX.UNIT 1 / e Ind B.1sl..S};�La, HEIGHT HEIGHT P a a a a '--� — PER TABLES 1-3 PER TABLES 1-3 111+m' ` y 11rodee[Cec� �voc�rJB 1 _ mca �� �`.�`�ONY LYNI�/ �•,,� 7-PANEL CONFIGURATIONS r 1 8-PANEL CONFIGURATIONS r J '� •' oGENSF 4 * CONFIGURATIONS NOTES: No.58705 "X" OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-7.875" - = p T 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47" ��•'[V LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "pl=POCKET DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" ST TPANEL HEIGHT=DOOR UNIT HEIGHT-2.25" :� aCORIDP• POCKET CONFIGURATION CAN BE OXXX i .''G\�� 2)90"&135"CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. S�ONAL�10 F ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/16 1070 TECHNOLOGY DR A P.E.aeNN e70 P.E. 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND N.VENICE,FL 34275 REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CONFIGURATIONS m J ROSOWSKI (941)-480-1600 4)FOR NOM.PANEL WIDTH,SEE TABLES 1.3. DETAIL LETTER S�NO CHANGES THIS SHEET. a 04/057 CERT.OF AUTH.#29296 COPYRIGHTm2017 5}MAX.ALLOWABLE FRAME SQUARE FOOTAGE=462.11 FT' PGT INDUSTRIES,INC. SHEET NUMBER SGD-780 III NTS 111 2OF18 1111 MD-780.0 1$ B ALL RIGHTS RESERVED OPT.1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3,SHEET 1 METAL TYP.,SEE ANCHOR DETAIL Al DETAIL B1 DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN,OF 3 CONCRETE/CMU PER THRU tx WOOD ASTRAGAL INTERLOCK INTO METAL THREADS BEYOND THE ANCHOR REQUIREMENT INTO MASONRY FACING Exr. METAL SUBSTRATE FRAME WIDTH NOM.PANEL WIDTH TYP.ANCHOR TYPE, et EMBEDMENTAND EDGE DISTANCE PER zi 12'FIXED"O"PANEL BRACKET B9 EDGE Y' N BOTTOM r SUBSTRATE,SEE 3� yz zs DISTANCE TABLE A,SHEET 1& �.� --- - NOTE-3;BELOW- - — - ---DAYLIGHT- — OPENING WIDTH I B3 � I 80 -``_1-1/2"FROM EMBEDMENT i 30 EACH END I 82 EXTERIOR EDGE DISTANCE I 31 •' EDGE EXTERIOR 2g I V zt SEE TABLES 1-3 FOR DISTANCE 114°MAX. —� 4� 29 REINFORCEMENT I EXTERIOR i REQUIREMENTS TYP.ANCHOR TYPE, 1/4"MAX. L--------------�—J EMBEDMENT AND EDGE EMBEDMENT DETAIL A2 HORIZONTAL SECTION(XXO SHOWN)�'`�,,, DISTANCE PER ITAIL000 _ SUBSTRATE,SEE TABLE A, SHEET 1&NOTE 3,BELOW DETAIL B2 zx WOOD EMBEDMENT DETAIL C2 DETAIL D2 ASTRAGAL BUCKSTRIP OR �`_�� FACING INT. MAX. INTERLOCK INTOMASONRY FRAMING,SEE 1/4" � DAYLIGHT ANCHOR NOTE 3, OPENING SEE TABLES SHEET 1 WIDTH as 21 31 i INTERIOR 1-3 FOR TYP.ANCHOR TYPE, REINFORCEMENT EDGE DISTANCE i i PRORUCfREAsm REQUIREMENTS I EMBEDMENT AND 1 32 I unitl�tngty levlsh[axF�ej! EDGE DISTANCE PER 81 TYP,ANCHOR TYPE, I AptaaceNo[T-o�fZt.O°f SUBSTRATE,SEE 90 89 Ri�trsffirDatcZi TABLE A,SHEET 1& yT EMBEDMENT AND ` s3 EDGE DISTANCE h `�` �•�aa•.x NOTE 3,BELOW PER SUBSTRATE, I ��'' f 71 az SEE TABLE A,SHEET i I `�.� LogY LYAtty ' s� 1&NOTE 3,BELOW `� `tGEN *' j�!'_'.�i EDGE 28 ae EMBEDMENT EXTERIORMAY BE�________________ Q 87 ORO No.58705 ASTRAGAL = DISTANCE - = z CONCRETE/CMU INSTALLED IN EITHER 124 123 112 PER ANCHOR INTERIOR OR EXTERIOR • �/REQUIREMENT DIRECTION.ALL PARTS %Q q F : � tzt tzz 118 IDENTICAL, '� a�oRIDP• 120 HORIZONTAL SECTION(XO SHOWN) %,c�`S, •. .•G�?� NOTES '/7,S�ONAL 0%\ 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.SEE SHEET 12 FOR ANCHOR LOCATIONS&SPACING ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR A.LY. #58705 P.E PE FOR EACH TRACK CONFIGURATION. . se�os 4275 2)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,F1 00 INSTALLATION,HORIZONTALX-SECT.�m J ROSOWSKI (941)-480- 600 3) FOR ANCHOR QUANTITIES,SEE TABLES 13. IERT.OF AUTH.#29296 4)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO TEST NO CHANGES THIS SHEET. 4 04/05/17 REPORTS FOR EXACT DIMENSIONS. COPYRIGHT®2017 5)FOR DAYLIGHT OPENING(DLO)FORMULAS,SEE SHEET 2. POT INDUSTRIES,INC. SGD-780 NTS 3 OF 18 I j M D-780.0 B ALL RIGHTS RESERVED PIX ETAIL E1NTOMASONRYDETAIL E2 DETAILE3 DETAIL E4 DADEAPPROVED MULLION,FBC BUCKSTRIP CONCRETElCMU PER 2X WOOD BUCKSTRIP CONCRETE/CMU PER COMPLIANT ALUMINUM/STEEL FRAMING ANCHOR REQUIREMENT INTO WOOD OR FRAMING,SEE NTO MASONRY ANCHOR REQUIREMENT INTO METAL OR STEEL STUD.SEE SUBSTRATE EDGE ANCHOR NOTE 3, ...,: PROPERTIES,TABLE A,SHEET 1 DISTANCE SHEETI p EDGE EMBEDMENT i R °. DISTANCE EDGE DISTANCE EMBEDMENT EMBEDMENT f��UEMBEDMEN T 1 L ---_-- _—114"MAX_ -- —-- -- -- 1/4"MAX. SHIM SHIM 1/4"MAX.SHIM /4"MAX.SHIM - ++o TYP.ANCHOR 1X OR 2X a+ TYP.ANCHOR TYPE,EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT AND TYPE WOOD TYP.ANCHOR AND EDGE DISTANCE PER EDGE DISTANCE PER SUBSTRATE,SEE EMBEDMENT 27 BUCKSTRIP, 3+ TYPE,EMBEDMENT SUBSTRATE,SEE TABLE A,SHEET 1 TABLE A,SHEET 1&NOTE 3,BELOW SEE ANCHOR AND EDGE NOTES AND EDGE &NOTE 3,BELOW DISTANCE PER NOTE 3, DISTANCE PER 1 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. SUBSTRATE, SHEET 1 SUBSTRATE,SEE OPT.SCREEN TRACK SEE SHEETS 12-15 FOR ANCHOR LOCATIONS&SPACING FOR SEE TABLE A, TABLE A,SHEET 1 ADDON;SIMILAR FOR HEAD EACH TRACK CONFIGURATION. SHEET 1 8 LAU &NOTE 3,BELOW AND JAMB,2A TRACKS NOTE 3,BELOW 2)REFER TO ANCHOR NOTES,SHEET 1. 3)FOR ANCHOR QUANTITIES,SEE TABLES 1-3. .078 4)FOR DAYLIGHT OPENING(DLO)FORMULAS,SEE SHEET 2, DAYLIGHT .062 r— .713 s+ OR 62 OPENING HEIGHT PANEL —j •713 SILL RISER HEIGHT VARIES WITH REQUIRED 70 FRAME 3.630 4.409 POSITIVE HEIGHTDESIGN PRESSURE, EXTERIOR SEE SHEETS a 80 7-8. SILL RISER SILL RISER PBODL'CfREVEM 15 (4-1/2"TOTAL 16 5-1/4"TOTAL esea;e S+RM wit$tLFbdft OPT. a 23 SILL HEIGHT OSILL HEIGHT Fg a'$smN Rmnm Ne!7 52 OR 53 +24 7+ .062.713 6II�+�YFOII�IGIC Z FQ GROUTASO .062 q� (cj �• 1,"L" NEEDED, +3 .713 —"1 .713 01ru 6ffcWPi�¢fCalyu9�` 062 �1.878 SEE 1eANCHOR z7 12 #12SHOWN 2.628 115 OR 11e #13-16 ALSO APPLY NOTE 5, .780 ��•' v1GENSF �(( 1 SHEET 1 18 5 1-5/8" TOTAL SILL RISER SILL RISER SILL RISER No.58705 1 7 SILL HEIGHT 12 (1-518"TOTAL 13 (2-3/4"TOTAL 14 (3-112"TOTAL — a = _ I— SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ��J�• y TE�) 1/4"MAX. EDGE '•.!(ORIOP.•'' SHIM DISTANCE 1/4"MAX.SHIM �,SS+ ...••• LNG EDGE 20 DISTANCE TYP.ANCHOR TYPE, EMBEDMENT TYP.ANCHOR TYPE, A.LYNN MILLER,P.E. ! EMBEDMENT EMBEDMENT AND' 2X WOOD EMBEDMENT AND ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#58705 EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER N.VENICE,FL 34275 CONCRETE/CMU SUBSTRATE,SEE FRAMING,SEE SUBSTRATE,SEE INSTALLATION,VERTICAL X-SECT. m'J ROSOWSKI (941)480-1600 PER ANCHOR DETAIL F1 TABLE A,SHEET 1& ANCHOR NOTE 3, DETAIL F2 TABLE A,SHEET 1& CERT.OF AUTH.#29296 REQUIREMENT INTO MASONRY NOTE 3,BELOW SHEET 1 INTO WOOD NOTE 3,BELOW NO CHANGES THIS SHEET. 91 04/05/17 COPYRIGHT02017 VERTICAL SECTION VERTICAL SECTION SGD-780 NTS ! 4OF18 MD-780.0 k B ALL RIGHTS RESERVED INTERIOR 47 34 48 5 21 48 INTERIOR 33 97 109 19"MAX.O.C. 45 35 DETAIL H1 83 MAX." � MAX.O.C. I 21 INSIDE CORNER i 92 EXTERIOR I V � EXTERIOR 90" DETAIL G1 135° 135" INSIDE CORNER i EXTERIOR INTERIOR ' S a a INTERIOR I--I 5 I EXTERIOR ' a 90, 135° Q 21 Q INTERIOR INTERIOR \\)r PRODUCPBEV SW DETAIL H2 ��n1r,�uasmmetro,;aa �, 6u'adLlg Code Aeixjyea No i_7-+Dy�D.G� OUTSIDE CORNER ESFryfSea®afe 2 T,2.- r.� 34 37 �lla 4h.n u � rlPdAM FCd55Cf C6alwt z, LYN.. ./ .!F DETAILG2 48 =* No.58705 �* i 135' OUTSIDE CORNER 35 I 19"MAX.O.C.,00 EXTERIOR �?1�'•, 7..�w NETERIOR 36 , 93 5 33 93 17-1/2" �i,��s'•. OR�OP.•'•�,\_�` sz MAX.O.C. '//S1()NAL Ed\\ s ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR A.LYNN MILLER,P.E.P.E. NOTES #63705 N.VENICE,FL 34275 f 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. CORNER ASTRAGAL HORIZ.X-SECT. J ROSOWSKI (941)48D-1600 I 2)SEE SHEETS 14-15 FOR ANCHOR LOCATION&SPACING.FOR CERT.OF AUTH.#29296 ANCHOR QUANTITIES,SEE TABLES 1-3. 9 NO CHANGES THIS SHEET. k 04/05/17 COPYRIGHT 0 2017 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR PGT INDUSTRIES,INC. EXTERIOR,DEPENDING ON CONFIGURATION. a SGD-780 NTS 5 OF 18 it MD-780.0 9 i B ALL RIGHTS RESERVED t i OPTIONAL NON- STRUCTURAL ANCHORS FOR DETAIL 11 CONCRETE/CMU EDGE INTERIOR Q INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT DISTANCE PER ANCHOR POCKET JAMB INTERIOR AND EDGE DISTANCE PER REQUIREMENT EXTERIOR .• SUBSTRATE,SEE TABLE A, G7 SHEET 1&NOTE 3,BELOW \ . . r EMBEDMENT I INTERIOR POCKETS MUST e • - INCLUDE-A NONSTRUCTURAL,_:_.' __ as__ _ _ _ - FRAME JAMB TO PREVENT 1!4"MAX. SEE NOTE 4,BELOW EDGE DISTANCE WATER INFILTRATION. EXTERIOR EMBEDMENT,' b . t° ''EMB DMENf .'. EDGE POCKET BY OTHERS,SEE E DISTANCE 1/4"MAX. ao SEE NOTE 4,BELOW NOTE 6 BELOW. 39 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE - EXTERIOR DISTANCE PER SUBSTRATE, EMBEDMENT DETAIL 12 i SEE TABLE A,SHEET 1& EXTERIOR INTO MASONRY NOTE 3,BELOW I EDGE CONCREPER ANCHHOROR EXTERIOR POCKET j DISTANCE —~ REQUIREMENT j i INTERIOR POCKET METAL TYP.,SEE ANCHOR NOTE EDGE TYP.ANCHOR TYPE, 4,SHEET 1;ANCHOR LENGTH TO DISTANCE EMBEDMENT AND EDGE BE A MIN.OF 3 THREADS BEYOND 2X WOOD BUCKSTRIP OR DISTANCE PER THE METAL SUBSTRATE FRAMING,SEE ANCHOR SUBSTRATE,SEE TABLE A, 1 SHEET 1&NOTE 3,BELOW NOTE 3,SHEET 1 —� 3 DETAIL 13 EMBEDMENT _ EMBEDMENT �— PiTODUC f RE4� INTO METAL �rompi)iog Ty >�gJOy { EDGE DISTANCE Esunuugcaoo EMBEDMENT ncceptaeceNo 17 d47a•Cy EDGE DISTANCE i EDGE DISTANCE j- Bo SEE NOTE 4,BELOWMot rr MAX. ``'t t u u l I, EMBEDMENT aB ; °C��Nuc NSF eo SEE NOTE 4,BELOW DETAIL 14 30 EXTERIOR 7/4"MAX. INTO 2X WOOD 45 V _*; No.56705 TYP.ANCHOR TYPE, _ EMBEDMENT AND EDGE EXTERIOR DISTANCE PER SUBSTRATE, EXTERIOR POCKET ,700'•, TATE OF � 17:��u j SEE TABLE A,SHEET 1 8 i� OR1DP.•'' \�� NOTE 3,BELOW EXTERIOR POCKET NOTES A LYNN MILLER.P.E. i 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ALUMINUM SLIDING GLASS DOOR NOA(LM)JAI 10/05/15 1 N.VENICE FL 94275R P.E.#58705 2)REFER TO ANCHOR NOTES,SHEET 1. 3)SEE SHEET 15 FOR ANCHOR LOCATION&SPACING. P-HOOK EXAMPLES,HORIZ.XSECT. 18'J ROSOWSKI (941)480-1600 _ t 4)#10 X 3/4"SMS @ MAX.5-1/2"FROM ENDS&12"MAX.O.C. CERT.OF AUTH.#29296 - 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. NO CHANGES THIS SHEET. fl 04/05/17 COPYRIGHT®2017 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY o PUT INDUSTRIES.INC. OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SGD-780JjJ NTS 8 OF 18 MD-780.0 B ALL RIGHTS RESERVED ® I TABLE 1: ANCHORAGE TYPE PER SUBSTRATE TABLE NOTES: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheet 2) REQUIRED TO ACHIEVE THE DESIGN For comer astregal anchorage on 90'&135•comer unite,see sheets 14&15 PRESSURE,USING THE ANCHOR 1)IF WATER INFILTRATION RESISTANCE Table applies to Glass Types 5,6,9 Door Unit Height QUANTIES LISTED BELOW.SEE IS REQUIRED,THE LESSER VALUES OF TABLE A,SHEET 1 FOR COMPLETE EITHER TABLE 1 OR 2 AND TABLE C1 &10 containing ANN415 SG 80• 84• 98" 108, 120" ANCHOR LIMITATIONS. Laminated Glazing.Reinforcement 77-3/4"Panel Height' 8t —Panel Height" 93-3/4"Panel Height- 105-3/4'Panel Height" 117.314'Panel elght'• DETERMINES THE WATER LIMITED(+) (pad#29)is not required in the Anchor Group Anchor Group AnchorGroup Anchor Group Anchor Group THE MAXIMUM DP AT THESE ANCHOR DP. Exterior Interlock A I g I C D A I e I C D A I B I C I D A I B I C I D A I e I C ID QUANTITIES.ADDITIONALLY,THE Design Pressure +80/-80psf +80/-80 psf +80/-80 psf +60/-70psf +60/-70 psf MAXIMUM POSITIVE DP DUE TO THE SILL 2)THE 1-518"SILL RISER,#12,MAY ONLY 28.1/8• Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 C6+1 C6+1 C4+1 C4+1 HEIGHT MUST ALSO BE CONSIDERED, BE USED WHERE WATER INFILTRATION 36" DLO Jamb a 6 6 8 a 8 8 6 10 B 8 8 10 e 8 8 10 10 10 10 SEE TABLE C1,THIS SHEET. RESISTANCE IS NOT REQUIRED OR ---- -------- —P-hook—-4+4T4+4--4+4--4+4-4+4---4+4 4+4--4+4--4+4--1;T -q+q" -4+4 -5+5' -5+5 5+5 5+5--5+5- 5+5 Si5 5+5 - —---- --OVERHANG IS.PER FIG 1.IF SO,+DP'S - TOTAL#OF ANCHORS CLUSTERED SHOWN IN TABLES 1 OR 2 MAY BE USED. Design Pressure +80/-80psf +80/-80psf +80/-Bops/ +60/-70psf +60/-7opsf THROUGH THE HEAD&SILL AT EACH 42" 34-119" Head/Sill C4+z C4+y C4+2 C4+2 C4+2 I C4+2 C4+2 C4+2 C6+21 CB+2 C4+2 C4+2 06+2 C6+2 Ce+1 C8+1 C6+2 C6+2 CB+1 C6+1 PANEL MEETING POINT.(EX:FOR C4+1, 3)SEE SILL RISER TYPES ON SHEET 4. i DLO Jamb a e 6 6 a e e 8 10 10 e 8 10 10 8 8 12 10 10 10 4 ANCHORS REQUIRED AT PANEL G P-hook 4+4 1 4+4 1 4+4 4+4 4+4 4+4 1 4+4 1 4+4 4+4 4+4 4+q q+q 5+6 5+5 5+5 6+5 5+5 5+5 5+5 5+5 MEETING POINT AND 1 ANCHOR 4)DETAILS APPLY TO 2,3 AND 4 TRACK Design Pressure +80/-80psf +80/-80psf +80/-80Psf +60/-70psf +60/-70psf REQUIRED AT MIDSPAN OF PANEL). CONFIGURATIONS. 48' 40.1/8" Head/Bill C4+2 C4+2 C4+2 C4+2 C6+2 C6+2 24+2 04+2 C6+2 C8+2 CB+2 CB+2 C8+2 Ca+2 C6+2 CS+2 CB+2 Ca+2 C8+2 C6+2 TOTAL#OF ANCHORS o_ DLO Jamb 8 a 8 6 10 8 8 a 10 10 8 a 12 10 8 8 12 12 1 10 10 THROUGH THE JAMB. 5)REFER TO ANCHOR NOTES,SHEET 1. P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+q q+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 1 5+5 5+5 THE#OF ANCHORS THROUGH THE 6)SEE SHEETS 12-15 FOR ANCHOR Z Design Pressure +80/-BOPat +6+3r sf +60/-BOpsf P-HOOK INSTALLED FROM THE LOCATIONS&SPACING. ' 54° 48.1/8• Head/Sill C4+3 C4+3 C4+2 C4+2]+4 3 C6+3 C4+ C4+2 C6+3 C6+3r4+4 +2 C8+2 INTERIOR+THE#OF ANCHORS I DLO Jamb 10 B 6 6 8 8 8 12 10 8 INSTALLED FROM THE EXTERIOR. P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 Notalrailableinthesesiaes Design Pressure +80/-80 psf +80/-80 psf +7&2/-76.2 psi' 80„ 52-1/6" HeadlSill C6+3 C6+3 C4+3 C4+3 C6+3 C6+3 C6+3 C6+3 C6+3 C8+3 C8+3 C8+3 j DLO Jamb 10 a 8 6 10 10 8 8 12 12 8 8 0 USED IN EXAMPLE 2,SHEET 10 i P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 4+4 4+4 •+/_80.0 PSF FOR GLASS TYPES 6,9&10. "SEE FORMULAS BELOW TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) For comer astragal anchorage on 90'&135'corner units,see sheets 14&15 PRODVCr REVLgw Table applies to Glass T Door Unit Height TABLE Cl: 09 ro�pU'1a&rvith the 17m4ds PP Types 1-4 �" 98•, Water Limited AaxbnRGede 1 0 containing ANN HS t#2 Glazing. 77�4"Panel Height" 933/4 Panel Height" + Design Pressure FIG 1. E Daccepp ace te 7- z 226 Reinforcement d in the (part#29)is not ( ) 9 Anchor Group Anchor Group required in the Exterior Interlock. A B C D A B C D Sill Total Sill Max.(+)DP OH LENGTH L4 S1, 1: , , Design Prassure +65/-65psf +65/-65psf Riser Height Allowed ` 28-1/8" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1, C4+1 12 1-618" See Note 2 LYNryM'�.,� " DLO Jamb 8 8 6 6 8 8 8 8 13 2-3/4° +50.0 psf C9 DOOR ASSEMBLIES INSTALLED �` 4,�`,• �/_'� r LU WHERE THE OVERHANG(OH) V1GENgF'•�:(+� o P-hook 4+4 4+4 1 4+4 4+4 4+4 4+4 1 4+4 4+4 14 3.1/2" +73.3 Psf LENGTH IS EQUAL TO OR No 58705 Design Pressure +85/-65 psf +65/-65psf 15 4-112° +80.0 Pelf O GREATER THAN THE OVERHANG =* *= I ae� 34-1/8" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 HEIGHT IS EXEMPTED FROM q2" 18 5 1!4' +80.0 psf �(, �� DLO Jamb 6 e 6 6 8 8 8 8 WATER INFILTRATION p 7.'��, P hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 RESISTANCE. O A O B Design Pressure +85/-65 psf +65/-65psf s'• ORIDP,.•'G� z 48• 40.118° Head/SIII C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 /i3j701NA�-tEN`" DLO Jamb 8 6 6 6 10 8 1 8 8 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 1 4+4 1 4+4 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR A LYp E.#69 05 P.E. "SEE FORMULAS BELOW N.VENICE,FL 34275 DP&ANCHOR QUANTITY TABLE m' J ROSOWSKI (941)-480-1600 DLO WIDTH=NOM.PANEL WIDTH-7.875" CERT.OF AUTH.#29296 DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47" UPDATED TABLES 1&2. J 04/05117 DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" COPYRIGHT02017 PGT INDUSTRIES,INC. PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" SGD-780 NTS 7 OF 18 JEJ1 MD-780.0 1 B ALL RIGHTS RESERVED TABLE 3: ANCHORAGE TYPE PER SUBSTRATE Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheet 2) REQUIRED TO ACHIEVE THE DESIGN For comerestragal anchorage on 90"&135°comerunits,see sheets 14&15 PRESSURE,USING THE ANCHOR Table applies to Door Unit Height QUANTIES LISTED BELOW.SEE TABLE A,SHEET 1 FOR COMPLETE Glass Types 7,6,11 8 12 BD° 84' 96° 108' 20' - 132" 144" ANCHOR LIMITATIONS. Reinforcement(part#29)is required 77-3f4°Panel Height- 81-W Panel Height" 933f"Pan eight•' 10 4"Panel Height" 117-3/4"Panel Height- 129-314"Panel Height'• 141.3W Panel Height- in the Exterior Interlock Anchor Group Anchor Group Anor. or Group Anchor Group Anchor Group Anchor Group Anchor Group I THE MAXIMUM DP AT THESE ANCHOR A e I c I D A I e I c I D a I a I c I D a e c D A I s I c I D a I e I c I D A I e I C ID QUANTITIES.ADDITIONALLY,THE Design Pressure +105/-115psf +105/-115psf +105/-115ps1 +105/-115psf +105/409psf +98/-98psf +69/-69ps! MAXIMUM POSITIVE DP DUE TO THE SILL 3D" 22-1/8" Head/Sill C4+1 C4+1 C4+1 C4+1 C6+1 C6+1 C4+1 C4+1 C6+1 C6+1 08+1 C6+1 C6+1 C6+1 136+1 C8+1 C6+1 Cs+t C8+1 C6+1 C6+1 C6+1 C8+1 C6+1 C6+1 C6+1 C8+1 C6+1 HEIGHT MUST ALSO BE CONSIDERED, DLO Jamb 10 1 8 6 6 10 8 8 8 10 12 12 8 8 14 12 10 10 14 12 10 10 14 12 12 12 SEE TABLE C2,THIS SHEET. -- - ---- -- --P-hook - 4+4- 4+4 4+4 -4+4 4+q 4+4 4+4 4+4 - 4+4 4+4- + 5+5- 5+5 5+5- 5+5 5+5 5+5 -5+5 5+5- 6+6 6+6 6+6 6+6 6+6 6+6 6+8 6+6 TOTAL#OF ANCHORS CLUSTERED Design,Pressure +105/-115psf +105/-115psf +105/-115psf +105/-115psf +105/-115psf +101.6/-111.2psf +77.9/-85.3psf THROUGH THE HEAD&SILL AT EACH :36)28-1/8' Head/Sill C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 06+2 C6+2 +2 06+2 C6+ 2 C8+2 C8+2 C6+2 C6+2 C8+2 CB+2 CB+2 CB+2 CB+2 C8+2 C8+2 CB+2 CB+1 C8+1 CB+1 C8+1 PANEL MEETING POINT.(EX:FOR C6+1, DLO Jamb 10 10 8 6 10 10 8 8 12 8 14 12 10 B 16 14 12 IO 18 16 12 10 14 14 12 12 6 ANCHORS REQUIRED AT PANEL P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+ 5+5 4 5+5 5+5 5+5 5+5 6+8 6+8 8+8 5+5 0+6 6+8 6+6 6+8 6+8 6+6 6+6 6+6 MEETING POINT AND 1 ANCHOR DeslgnPnsauro +105/-115ps1 +105/-115ps/ +f05/-1f5psl +105/-115pst +105/-115ps! +88/-46.4psf +67.3/-738psf REQUIRED AT MIDSPAN OF PANEL). ! v -1/8• Head/Sill C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 +2 C8+2 C6+2 C6+ C8+2 C8+2 C8+2 C8+2 C10+2 CI0+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C6+2 C6+2 TOTAL#OF ANCHORS 42" DLO Jamb 12 10 8' 6 12 10 6 8 14 18 14 12 10 18 16 12 10 18 16 12 10 14 14 12 12 THROUGH THE JAMB. P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5 6+6 6+8 8+6 5+5 7+7 1 7+7 6+6 5+5 6+6 6+8 6+8 6+6 6+6 1 6+8 1 6+6 6+6 THE#OF ANCHORS THROUGH THE Design Pressure +105/-115psf +105/-116ps1 +105/-115psf +105/-115psf +105/-115psf +78/-85.4psf +59.6/-652ps1 P-HOOK INSTALLED FROM THE INTERIOR+THE#OF ANCHORS �4118` Head/Sill C6+3 CB+3 C8+3 CB+3 C6+3 C8+3 C6+ C6+3 C8+3 C6+3 C6+3 CB+ C70+3 C10+3 C8+3 C8+3 C10+3 C70+3 C16r3 CfO+ C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C6+246' LO Jamb 12 10 6 8 12 12 10 8 16 14 10 18 16 12 10 20 16 14 12 16 16 12 10 14 12 12 12 INSTALLED FROM THE EXTERIOR. P hook 4+4 4+4 4+4 4+4 5+5 5+5 5+ 4+4 6+6 6+6 5+5 4+4 6+6 6+6 6+6 5+5 7+7 7+7 7+7 5+5 6+6 6+6 6+B 6+6 6+8 6+6 6+6 6+6 I Design Pressure +105/-115psf +f05/-115ps +105/-11 sf +105/-115psf +94.8/-103.8psf i 54, 48-118" Head/SIII C6+3 C6+3 C6+3 Cs+3 C8+3 C6+3 CS+3 C6+ C8+3 C8+3 C10+3C10+3 C8+3 C8+3 CID+3CI0+3C10+3C10+ DLO Jamb 12 12 10 8 14 12 10 1 8 16 14 1 12 10 18 16 14 10 20 18 14 12 P-hook 5+5 5+5 5+5 4+4 5+5 5+5 5+5 4+4 6+6 6+6 6+6 4+4 7+7 7+7 7+7 5+5 7+7 1 7+7 7+7 5+5 Design Pressure +105/-115ps1 +105/-115ps1 +105/-115psf +103.4/-107ps/ +86.7/-95ps/ Not available in these sizes �° 52.1/8' Head/Slll C8+4 C8+4 C6+4 C6+4r14 4 C8+4 C6+4 C6+4 C8+4 C8+4 C8+4 C8+4 C10+4 C10+4 C10+4 CIO+ CID+3 C1D+3 C111+3 CID+ DLO Jamb 14 12 10 8 12 10 8 18 18 12 10 20 18 14 12 20 18 14 12 P-hk 5+5 5+5 5+5 4+4 5+5 5+5 4+4 6+8 6+6 6+6 4+4 7+7 7+7 7+7 5+5 7+7 7+7 7+7 5+5 PRODUCr REVLVD "SEE FORMULAS BELOW a3 enaiply1a6 with the Flortds oUSED IN EXAMPLE 1,SHEET 9 bWwceNo 1 042e•Dt{ TABLE C2: Engtra txa sate 7- TABLE NOTES: Water-Limited �� FIG 1: 6 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUE OF TABLE 3 (+)Design Pressure oIDaIWPacteaalrcl i AND TABLE C2 DETERMINES THE WATER LIMITED(+)DP. SIII Total Sill Max.(+)DP OH LENGTH �` j1Y LYIV rrrr'i� Riser Height AllaWed 2)THE 1-5/8"SILL RISER,#12,MAY ONLY BE USED WHERE WATER INFILTRATION DOORASSEMBLIES INSTALLED N�cENSF 12 1518" See Note 2 � F RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1.IF SO,+DP'S SHOWN IN 0 WHERE THE OVERHANG(OH) ' TABLE 3 MAY BE USED. 13 2�/4" +50.0 psf uJ LENGTH IS EQUAL TO OR * No.58705 v 14 3.1/2' +73.3 psf = GREATER THAN THE OVERHANG 3)SEE SILL RISER TYPES ON SHEET 4. p HEIGHT IS EXEMPTED FROM15 WATER INFILTRATION T 7 4 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 16 5.1/4" +105.0 psf RESISTANCE. ORID �0 •• s TE 5)REFER TO ANCHOR NOTES,SHEET 1. ��rrS1ONAL 6)SEE SHEETS 12-15 FOR ANCHOR LOCATIONS&SPACING. A.LYNN MILLER,P.E. c� ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.858705 N.VENICE,FL 34275 DP&ANCHOR QUANTITY TABLE la-J ROSOWSKI (941)-480-1600 DLO WIDTH=NOM.PANEL WIDTH-7.875" CERT.OFAUTH.#29296 DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47' UPDATED TABLE 3. 41 04/05/17 DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" COPYRIGHT02017 PGT INDUSTRIES,INC. PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" SGD-780 111 NTS 111 8 OF 18 11 MD-780.0 kI B ALL RIGHTS RESERVED I . i EXAMPLE 1: 4 HEAD/SILL MAY 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FOR STABILITY OR TO ALIGN A BE SPLICED AS INTERIOR (CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET, SPLICED HEAD/SILL,EXTRA ANCHORS NEEDED. I- OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION, 48"X 80"NOM.PANELS,LAMINATED,IG GLAZING, MAY BE ADDED IN THE POCKET 6^ CENTERLINE CENTERLINE CENTERLINE ANCHOR GROUP B IN WOOD SUBSTRATE, MAX. OF PANEL 1 OF PANEL 2 OF PANEL 3 I PROJECT DESIGN PRESSURE REQUIRED:+98.21-108.6 PSF o i 11'MAX. k o ° • 24"MAX. . ANCHORAGE.—_ '+3"ANCHORAGE, —__SHEET12`_—_--__ _——__—�+3°ANCHORAGE;-___—___MAX.. SHEET_12 1MAX. - 'C6"CLUSTER, EXTERIOR -"- - SHEET 12 'C6"CLUSTER, SHEET 13 I�1 SHEET 13 END ANCHORAGE FRAME JAMB SEE POCKET JAMB v (MIN.1 ANCHOR) REQUIRED @ INSTALLATION ON INTERIOR POCKETS SHEETS HEAD/SILL ANCHORAGE DETAILS "ANCHOR PXXX,3-TRACK POCKET BY OTHERS,SEE PAIR" NOTE 6,SHEET 6 4ANCHORS USER INSTRUCTIONS: PERPENDICULAR t � To THE GLASS 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS 4 ANCHORS -PARALLELTO EXTERIOR THE REQUIREMENT OF+98.2/-108.6 AT A NOM.PANEL SIZE OF 48"X 80".FROM TABLE 3,SHEET 8,THE DESIGN PRESSURE IS THE GLASS p +105/-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. t FOR WOOD INSTALLATION Head/Sill C6+3 USING ANY ANCHOR IN GROUP Jamb 10 B(SEE TABLE A),TABLE 3 SHOWS ANCHOR REQUIREMENTS OF: Pfiock 4+4 1 24.1/2' MAX. s"MIN' 2)ANCHOR LOCATION DETAILS,(AS SHOWN ON THIS SHEET)CAN BE FOUND ON: 24-112" HEAD/SILL:SHEET 13 FOR THE"C6"CLUSTER ANCHORS AT INTERLOCK,SHEET 12 FOR THE INTERMEDIATE"+3"ANCHORS MAX' LOCATED AT THE CENTERLINE OF ALL 3 PANELS. JAMB:5 PAIRS OF ANCHORS=10 TOTAL ANCHORS;REFER TO FRODUCr HEVOW SHEET 12 FOR GENERAL LAYOUT. a+a+iPblWlwlth Ilk Fld" P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 END PANEL ANCHOR EXCEPTION,("+1"ANCHORAGE ONLY): Aaapt�•••eN• ANCHORS PARALLEL TO GLASS;REFER TO SHEET 15 FOR DISTANCE NEXT CLUSTER TO BE 24'O.C.OR LESS GENERAL LAYOUT. • • 5.44" ZIV A - k MIN, 3)INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: HEAD/SILL&JAMB:SHEETS 3&4 • `ooNY�ypN �,,i�� i P-HOOK:SHEET 6 'V,CEN�F'•.4� MAX FOR PRODUCT REFERENCES,ALSO SEE:24-1/2 CENTERLINE OF END PANEL No.58705 s O.C. A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY INTERIOR EXTERIOR LOCATIONS OF CROSS-SECTION DRAWINGS. �_ t REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR =� B)SHEET 11 FOR SPECIFIC GLAZING TYPES. CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 'p '• ]�] C)SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. O r ' �/�- D)SHEETS 4&17 FOR EXTRUSION CROSS-SECTION DRAWINGS. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: �s•.-�ORIDP.•''G\=�� I 14 s11s"Mqx. 11"MwL E)SHEET 18 FOR A BILL OF MATERIALS. ���iS�0NAL 7-11/16'MAX. ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR A.LYNN MILLER.P.E. P.E.#56705 N.VENICE,FL 34275 P-HOOK JAMB STRAIGHT DOOR EXAMPLE & J ROSOWSKI (941Y480-1600 ANCHORAGE ANCHORAGE CERT.OF AUTH.#29296 _ _ _ DETAILS DETAILS NO CHANGES THIS SHEET. jA 44/05/17 COPYRIGHT©2017 PGT INDUSTRIES.INC. ; SGD-780 NTS 9 OF 18 MD-780.0 B ALL RIGHTS RESERVED i EXAMPLE 2: USER INSTRUCTIONS: 5-PANEL,2 TRACK, 71"MAX' 1)KNOWING THE PRODUCT REQUIREMENTS,SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT 90°OUTSIDE CORNER-PXX/XXO, MEETS OR EXCEEDS THE REQUIREMENT OF+68.4/-77.1 AT A NOM.PANEL SIZE OF 64°X 84".FROM TABLE 1, EXTERIOR MOUNT POCKET, SHEET 7,THE DESIGN PRESSURE IS+80/-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE 54"X 84"NOM.PANELS,LAMINATED GLAZING REQUIREMENTS. ANCHOR GROUP C IN CONCRETE SUBSTRATE 1 `MAX. PROJECT DESIGN PRESSURE REQUIRED:+68.4/-77.1 PSF FOR CONCRETE INSTALLATION Heed/Sill C4+2 USING ANY ANCHOR IN GROUP Jamb B C(SEE TABLE A),TABLE 1 SHOWS ANCHOR REQUIREMENTS OF: P'0oak 4+4 NO FRAME JAMB 4 ANCHORS FOR _REQUIRED®-----____PERPENDICULAR _ --____—____ _ _ "ANCHOR-- - --- --STABILITY,- - --- _ EQUIREEXTERIOR TO THE CLASS-- PAIR, 2)ANCHOR LOCATION DETAILS, �(AS SHOWN ON THISSHEET)CAN 8E FOUNDON: EXTRA POCKETS - 4 ANCHORS HEAD/SILL:SHEET 13 FOR THE"C4"CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS, ANCHORS PARALLEL TO SHEET 12 FOR THE INTERMEDIATE"+2 ANCHORS. MAYBE THE GLASS s.aa• HEAD/SILL Cal.CORNER:SHEET 14 FOR THE"C4°CLUSTER ANCHORS THE 90°CORNER. Tr1 POCKr SEE POCKET JAMB MIN. JAMB:4 PAIRS OF ANCHORS=8 TOTAL ANCHORS;REFER TO SHEET 12 FOR GENERAL LAYOUT. o INSTALLATION ON 6•MIN. P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS;REFER TO SHEET POCKET BY , SHEETS 16 FOR GENERAL LAYOUT. OTHERS,SEE iw� r NOTE 6,SHEET 8 •. 1 24-1/2" .,6'MAX.TO OPENING MAX 3)INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON: EDGE OF POCKET HEADISILL&JAMB:SHEETS 3&4 24.112• P-HOOK:SHEET 6 MAX. 24°MAX.O.C. END ANCHORAGE FOR PRODUCT REFERENCES,ALSO SEE: (MIN.1 ANCHOR) A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. "-2*ANCHORAGE SHEET 12 B)SHEET 11 FOR SPECIFIC GLAZING TYPE. • CENTERLINEOFPANEL 1 C)SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D)SHEETS 4&17 FOR EXTRUSION CROSS-SECTION DRAWINGS. 24.112"MAX. E)SHEET 18 FOR A BILL OF MATERIALS. O.C. 24°MAX.O.C. EXTERIOR INTERIOR END PANEL ANCHOR EXCEPTION,("+1"ANCHORAGE ONLY): 'C4"CLUSTER,SHEET 13 DISTANCE TO NEXT CLUSTER • TO BE 24"O.C.OR LESS CENTERLINE OF INTERLOCK • • I Rif&34%i-.i:Ss Jdi• • � • Cff— l�,':E�;s sl"vi�sr:knmr.F:a:h".i • 14-5116•MAX. 11"MAX. EXTERIOR •+2"ANCHORAGE,SHEET 12 P-H I CENTERLINE OF END PANEL '•-" -' }� +N� OOK JAMB 60" • ANCHORAGE ANCHORAGE ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 11L7 11 Ji,� NOM. CENTERLINE OF PANEL 2 NY LYNN i PANEL • DETAILS DETAILS REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR �`` 0 W 'C4'CORNER CL SEE FIGURE ABOVE FOR IDTH CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT :�` � '`Vc �c �� USTER•SHEET 14 CENTERLINE CENTERLINE ADDITIONAL ANCHOR REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: '•,P �OF INTERLOCK �"-O4ASTRAGALINFORMATION. 6' * M0.567E15 _ MAX. CENTERLINE CENTERLINEENTERLfNE = - I FOR FIXED PANEL,REFER TO"C" OFPANEL3 OFPANEL4F PANEL5 ,1 � ��` •,( z PANEL BRACKET DETAILS,SHEET 3 _ • • • • • END ANCHORAGE(MIN.1 ANCHOR) aP� N,RIOR "+2'ANCHORAGE, "r2"ANCHORAGE, A.LYNN MILLER,P.E. SHEET12 SHEETI2 _ I ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#58705 "C4•CLUSTER, "C4"CLUSTER, SHEET 12 N.VENICE,FL 34275 SHEET 13 SHEET 13 CORNER DOOR EXAMPLE &J ROSOWSKI (941)-480-1600 CERT.OF AUTH.#29296 _ HEADISILL ANCHORAGE DETAILS NO CHANGES THIS SHEET. JA 04/05/17 COPYRIGHT 02077 90°OUTSIDE CORNER,PXXIXXO,2-TRACK PGT INDUSTRIES.INC. SGD-780 NTSii 10.OF18 i MD-780.0 1$ B ALL RIGHTS RESERVED 7nENOM. 9/HSGLA I-IHB'NOM. 1-1116'NOM 3116•HSAG 31IF NS GLASS 3/16•MS GLASS 1M HS GLASS .090'PV .090'PVB OR SG .097 PVB OR SG .O9P PVB OR SG 3116'ANN311 V ANN GLASS 311W ANN GLASS 114-ANN GLASS 7A6•AIR3'8•AIR SPACE 6y40AWT 3116-T7/6'T GLASS et oR a .65'NOM. OoRM OptOM. OOR fe .6SNOM. GLASSASS GLASS BITE TE E)<IER� BITE ,a e ,1 Part# Description Material 72 Kommeding 48G TPS Spacer System GLASS TYPE 1(WITH PVB) GLASS TYPE 2(WITH PVB) GLASS TYPE 3(WITH PVB) GLASS TYPE 4(WITH PVB) 73 Quanex Super Spacer nXr With Hot Melt Butyl See this GLASS TYPE 5(WITH SG) GLASS TYPE 6(WITH SG) GLASS TYPE 9(WITH SG) GLASS TYPE 10(WITH SG) 74 Quanex Duraseal Spacer Sheet for Materiels 75 Cardinal&Edge Spacer PA REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 5'HS GLASS 4'tM9116' LA 311E HG GLASS � 1/d°HS GLASS .090'— .090'SG 3/16'NS GLASS 114•HS GLASS SILICONE HOT-MEL BUTYL STRUCTURAL 16 SILICONE STRUCTURAL 114"NOM. FOAM 3/16"NOM. POLYISOBUTYLENE WITH OOR 6t .65'NOPA O .65•NOM. WITH DESICCANT DESICCANT BITITE 61� EXT.GLASS EXT.GLASS a 8 6R, 60 65 76 M INT.GLASS INT.GLASS GLASS TYPE 7 GLASS TYPE 8 PRODUCf RIZVffiW We with im &KODISPACE SUPER 1-1/78'NOM 1-1n6'NOM, AceeplGBawc )7-04Zn•DV 4SG TPS 73 SPACERgNXT'm 3116'HSCLASS 3116•HSGLASS &*&t5w .OSWT sG . .090'SG 9I16-HS GLASS 3n6'HS GLASS ALUMINUM 7H6'AIH SPACE 3R'AIR SPACE 1 1 REINFORCEMENT POLY ISO- DESICCANT FILL AREA ins•r cuss 1/4•r cuss 09 `:� ONY LYN/y BUTYS � 5116•NOM. 6, e, IV ���C�:"�}CEN$F 5116"NOM. SILICONE SEAL "HS"=HEAT STRENGTHENED ee oR u .65'NOM. ss oR ,*PACE BUTYL 8 ROLL-FORMED GLASS GLASS "("=TEMPERED ;*: No.58705 DESICCANT STAINLESS STEEL EMRIOR BITE xLR BTtE "PVB"=.090"TROSIFOLO PVB - FOAM a a INTERLAYER BY KURARAY EXT.GLASS ,3.,6 ,s-,e 6D AMERICA,INC. 'p•'• �71EXT.GLASS _ : n ,1 " YGLASQD INTERLAYER BYR URARAY ' S+•'' ..O..... GLASS TYPE 11 GLASS TYPE 12 AMERICA,INC. "7,,70NAL1S: INT.GLASS INT.GLASS DURASEAL® 75 XL EDGETM YNN ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR A L pE.#587MILL06 PE 74 SPACER SPACER N.VENICE,FL 34275 GLAZING&SPACER DETAILS I J ROSOWSKI (941)-480-1600 CERT.OF AUTH.#29296 ADDED SPACERS-JR $04/05/17 COPYRIGHT02017 PGT INDUSTRIES,INC. SGO-780 III NT$111 11 OF 18 Jill MD-780.0 1491 B ALL RIGHTS RESERVED JAMB ANCHOR LAYOUT FOR ALL DOORS: H '+" INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS: PANEL r I i t PANEL PANEL CENTERLINE 5.06" CENTERLINE CENTERLINE 2.53" 6"DIA 2.53" 6"DIAG. o _ I EXTERIOR EXTERIOR EXTERIOR EXTERIOR n E ERIOR f� 24-1/2" � 24-1/2" � V 2-TRACK INTERMEDIATE V _—MAX—_.._ _ ----MAX - ._. _ ______— _—_.__—____—__--+1-ANCHOR LOCATION____—____—___ _________3-TRACKINTERMEDIATE__ 4TRACKINTERMEDIATE__ ANCHOR—---- - - - 1'ANCHOR LOCATION "-2'ANCHOR LOCATION O.O. - PAIR•- - O.O. - - (ALSO USEWHERE'+1'ANCHOR IS REQUIRED) PANEL J i 5.44" 5.44" L PANEL CENTERLINE 2.53" CENTERLINE CENTERLINE 7-11l16" 7-11/16" 4.1 T' 40331' 17" MAX. MAX. —2-TRACK FRAME J B 13-TRACK FRAME JAMB NCHO ANCHOR PAIRIOR 2.53" 3.31 _n1.66" EXTERIOR EXTERIOR `J 2.53" 1.66" 2-TRACK INTERMEDIATE 3 31" '+2'ANCHOR LOCATION 3-TRACK INTERMEDIATE +3'ANCHOR LOCATION 4-TRACK INTERMEDIATE CIO i i pit I � I (ALSO USE WHERE't2°ANCHOR IS REQUIRED) '*4°ANCHOR LOCATION (ALSO USE WHERE"+3" 2.53" 6"DIAG. 2'53" 6"DIIR PANEL ANCHOR IS REQUIRED) PANEL CENTERLINE CENTERLINE 2 � 4.17" 3.31" EXTERIOR EXTERI 24-1/2" 24-1/2" P:ODUC f REVISe4 MAX. MAX. O.C. O.C. EXTERIOR 2.53" :Is en^P Ly d da: eySJBIFOFEt� ID E ERIOR 3.31" f;utun3 oel AcrepJRcx Ne 17-042o-0 y 2-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE EapIr,34 w nzt-- 2L 5.44" 5.44" '+3'ANCHOR LOCATION "+4"ANCHOR LOCATION FIGURES PERTAIN TO THE FOLLOWING INTERMEDIATE AMlrO ✓�q� '�lL¢a 7-11116, 7-11116" PANEL ANCHOR LOCATIONS: MAX. MAX. H I H CENTERLINE 4 17" 3-TRACK FRAME JAMB 4 TRACK FRAME JAMB 2.53 ���ONY LYNN�,/ ANCHOR PAIR ` �t,• L�GEN$F •.��� {ALTERNATE ANCHOR LOCATION ANCHOR PAIR P *: No.58705 ' /) EXTERIOR II 4" Head/Sill 1 =•fl fil nn 2" F. Jamb 8 %?�', M17 1 o' FIGURESPERTAWS TOTHEFOLLOWINGJAMS NOTES: V 2-TRACK INTERMEDIATE 0 � •((�` ANCHOR LOCATIONS: `+4`ANCHOR LOCATION P-hook 4+4 �'� •'•.,R(ORIDP. \�� 1)ALL DIMENSIONS SHOWN AREBASED ON 1 UNLESS OTHENIMUM RWISE E NOTED. ,,��SJONIAi`�'E NOT 1070 TECHNOLOGY DR A.LYNN MILLER,P.E. ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 P.E.as97os 2)FOR 3-TRACK JAMBS,ANCHORS 1)ALL ENSIONS N.VENICE,FL 34275 MAY BE INSTALLED EITHER IN THE SHOWN A ASED ON ANCHOR LAYOUT b J ROSOWSKI (941)480-1600 T.OR INT.TRACK. MINIMUM AL cERT.OF AUTH.#29296 Head/Sill C4+1 NO CHANGES THIS SHEET.04/05/17 Jamb 8 3)MIN.OF 8 ANCHORS IN JAMB(4 2)SILL SHOWN,HEAD COPY RIGHT©2017 P-hook 4+4 PAIRS. SIMILAR. PGT INDUSTRIES,INC. SGD-780 NT$ 1 12 OF 18 1 MD-780.0 �i B ALL RIGHTS RESERVED HEAD/SILL CLUSTER ANCHORS LAYOUT FOR ALL DOORS: FIGURES PERTA AL A THENCHOR RLOCATIO INTERLOCKIASTRAGALANCHDR LOCATIONS: AS ALOR ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR RLOCK__{�.SPLICE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK SPLICE SPLICE LOCATION INTERLOCK SPLICE LOC CENTERLINE I IF NEEDED CENTERLINE IF NEEDED CENTERLINE I IF NEEDED CENTERLINE IF NEEDED I — 4 *, 4" 2" 2" 1.68" 3.31" 2„ 4.17" Head/Sill C 1 2.53" o3" C 2.53" o o I2.53" Jamb 8 f 1 0P-hook 4+4 R 4.1T' _EXTERIOR___ ._ _ _ _ , EXTERIOR--_____ _ _-- 4.17° _ EXTERIOR _ ______ __ 3.31"__ _ 2-TRACK FRAME _ 2-TRACK FRAME - 2-TRACKFRAME- 2-TRACK FRAME - - (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8CLUSTER IG (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,'C8') ANCHORS ARE REQUIRED,-CIO') (FOR SPUC (FOR SPLICE CONDITION,DO NOT ASTRAGAL INTERLOCK USE THIS DETAIL, ASTRAGALCK ASTRAGINTERL INTERLOCK— AL OR . T ASTRAGAL OR INTERLOCK SEE NOTE 3) INTERLOCK SPLICE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK-�-^1 USE THIS DETAIL, INTERLOCK— },.SPLICE LOCATION CENTERLINE CENTERLINE NEEDED CENTERLINE IF NEEDED CENTERLINE I SEE NOTE 3) CENTERLINE IF NEEDED 3.31" I 4" 4" 3.31" "4.17" I " 3,31" II 2,53" 2.53" -- 2.53" 2.53"0 0iRIOR 4.17 EXTERIOR 4'1 " EXTERIOR 4.17" _ EXTERIOR EXTERIOR 4.17" lu 3-TRACK FRAME ID 3-TRACK FRAME 3-TRACK FRAME 15 3-TRACK FRAME 15 3-TRACK FRAME (USE WHERE 4 CLUSTER USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER (USE WHERE 10 OR 12 CLUSTER ANCHORS ARE REQUIRED,-C4') ANCHORS ARE REQUIRED,-C6') ANCHORS ARE REQUIRED."CS") ANCHORS ARE REQUIRED,•C10") ANCHORS ARE REQUIRED,"C12") (FOR SPLICE (FOR SPLICE PRODUCPRE6EMD ASTRAGAL OR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR RSCYi•.TPbu%Wilk 1Ee} . INTERLOCK --[_SPUCE LOCATION INTERLOCK USE THIS DETAIL, INTERLOCK SPLICE LOCATION INTERLOCK USE THIS DETAIL, INTERLOCK SPLICE LOCATION 8ta1i7lnE C'hdc CENTERLINE IF NEEDED CENTERLINE SEE NOTE 3) CENTERLINE IF NEEDED CENTERLINE I SEE NOTE 3) CENTERLINE�IF NEEDED A ceN� f 7-OXZ y 1.66.1 4.17' 2" Date —� 3.31" 3.31" 4„ 3.31" 3.31" la �14 ;m^Dmir' nidneE . 0 M2.531, 0N(LYN 2.53" 2.53" 2.53" 2.53" 0 2 * No.58705 EXTERIOR 4.17" EXTERIOR EXTERIOR EXTERIOR 4.1T EXTERIOR 4.17" 4:17" /] - ,TL, 4-TRACK FRAME fL 4-TRACK FRAME J-L 4-TRACK FRAME ,TL, 4-TRACK FRAME I-1 4-TRACK FRAME ` J1 Q' (USE WHERE 4 CLUSTER �/ (USE WHERE 6 CLUSTER �/ (USE WHERE 8 CLUSTER �/ (USE WHERE 10 CLUSTER �J (USE WHERE 10 OR 12 CLUSTER T' j' 7' ANCHORS ARE REQUIRED,'C4°) ANCHORS ARE REQUIRED,'CS) ANCHORS ARE REQUIRED.-Cr) ANCHORS ARE REQUIRED,'Cl ANCHORS ARE REQUIRED,"C1Y') O,�'•, S A E O lV "'7,,1ONAL E�C� /rrrrf 11111111\ NOTES: A.LYNN MILLER,P.E. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/OS/15 1070TECHNOLOGY DR P.E.it 58705 N.VENICE,FL 34275 ANCHOR LAYOUT b•J ROSOWSKI (941)-480-1600 2)SILL SHOWN,HEAD SIMILAR. CERT.OF AUTH.#28286 3)IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY, NO CHANGES THIS SHEET. a 04/05/17 COPYRIGHT®2017 PGT INDUSTRIES,INC. J?L�7T USE THE NEXT HIGHER CLUSTER QUANTITY. SGD-780 III NTS in 13 OF 18 111 MD-780.0 I j i B ALL RIGHTS RESERVED HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT: a LOWNFGapNa�R ANCHOR LOCATIONS: �1 - • i v i i L 2.53" ' 2.53' 4.17" 2.53" 2.53° 4.17" 5.11" 4„ 4„ HeadfSill C 1 -- -- - - - . Jamb 8 - -- - - -- 4.17" - - P•hook 4-4 71 4" 3.31" 'EXTERIOR 3.31" EXTERIOR 4" 3.31" -+ **�� 3.31" EXTEff'R'��IOR EXTERIOR ID IGID 90-CORNER,2-TRACK 90°CORNER,2-TRACK 90•CORNER,2-TRACK \/ 90°CORNER,2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,"C4D ANCHORS ARE REQUIRED,'C6") ANCHORS ARE REQUIRED,•C8") ANCHORS ARE REQUIRED,•C10") 2.53" 2.53" 4.17" 2.53" 4.17" 2.53" 4^ 4.17° 4" 3.31" 4„ 3.31" EXTERIOR 3.31" EXTERIOREXTCEnRIIOR 4 3.31" EXT�ERRIIOR 90'CORNER,3-TRACK 90'CORNER,3-TRACK 90'CORNER,3-TRACK 90°CORNER,3-TRACK (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER FRODDCTR ANCHORS ARE REQUIRED,•C4•) ANCHORS ARE REQUIRED,"06°) ANCHORS ARE REQUIRED,°C8') ANCHORS ARE REQUIRED, CIO- e.axvaS,°lOg TAM an j Eaasr';ag C049 Asc aA,rcNo Q 20.0� Expirf3•ra Oete L T2 V-F.i.µi.µ,.iL.� I'- +• r�"t"t"Yil h-1 °L4. 2.53" 4.17" 2.53" NOTES: ALL DIMENSIONS SHOWN ARE BASED ON 2.53" MINIMUM ALLOWED. ��� O• ' "" •M�(i'�� 5.06" � 1�.•'LICENSE '•. �i Z. 3.31" 2)DETAILS DEPICT ANCHOR QUANTITY AND No.58705 - 3.31" SPACING,AND WOULD BE SIMILAR FOR INSIDE *= IL AND OUTSIDE CORNER CONFIGURATIONS. � ( 3)SILL SHOWN,HEAD SIMILAR. �'•mow` EXTERIOR �i�(�S'•. OR10P,.�G,\`� 4 3.31"EXTERIOR 4„ EXTERIOR 4 [I�I} 4.17" 90'CORNER 4-TRACK 90°CORNER,4-TRACK 90°CORNER,4-TRACK L$ALUMINUM SLIDING GLASS DOOR NOA(LM) 8 10/05/15 1070 TECHNOLOGY DR A.LYNN MILLER,P.E. (USE WHERE 4 OR 6 CLUSTER (USE WHERE B CLUSTER (USE WHERE 10 CLUSTER g N.VENICE,FL 34275 P.E.#58705 ANCHORS ARE REQUIRED,°C6° ANCHORS ARE REQUIRED, CV) ANCHORS ARE REQUIRED,°CC BANCHOR LAYOUT fi4-J ROSOWSKI (941)-4B0-1600 8 6 CERT.OF AUTH..9296 NO CHANGES THIS SHEET. fl 04/05/17 COPYRIGHT®2017 PGT INDUSTRIES,INC. SGD-780 Ill NTS 111 14 OF 18 J MD-780.0 Jill B ALL RIGHTS RESERVED P-HOOK ANCHORS LAYOUT HEAD/SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: FOR ALL DOORS: 4.17 4.17" 11" 2.53" 4„ MAX. 4o .17 4" 4.1T' • 57 EXTERIOR ° fV� EXTERIOR 2,53" 4° EXTERIOR EXTERIOR 145116",MAX. 3.31' (v( - - - -- ----- - — -- - -- - -- -----—------ - 135-CORNER 2-TRACK 135'CORNER 2-TRACK 135'CORNER 2-TRACK 135-CORNER 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'CB, ANCHORS ARE REQUIRED.'C� ANCHORS ARE REQUIRED, C10'} 4" 04" 2.53" 2.53 4.17' _ 4.17" 4.17" EXTERIOR RRIIOR EXTEERIOR2.53° 3.31" 4„ V 3.31„ v 24-112" 3.31" MAX. 24-112" 135-CORNER 3-TRACK 135•CORNER,3-TRACK 135'CORNER,3-TRACK (USE WHERE 4 OR 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER MAX. ANCHORS ARE REQUIRED,'CB') ANCHORS ARE REQUIRED,'CB:) ANCHORS ARE REQUIRED,-CIO-) 4.17" JJJ"' a^ r�:sDuca aeyrs� ai�4„ 2.53" 4„ lum;t.&lybil%imt9eEbrids SBuelinp,Cv-ie AmIm.nre No 17-G D•Otf EuNung c-®Bt�22_ 4.13" + 4.17" 1p • h�s.ePpAAe' ti664f@dQ MAX. Fjl4-5/16"MAX. EXTERIOR ° EXTERIOR T EXTERIOR `11111 1 I I f f J J ID �.` ON.LYIVNM 5.06" 3.31" 3.31" �` 135'CORNER 4-TRACK 135'CORNER 4-TRACK 135'CORNER,4-TRACK (USE WHERE 4 CLUSTER ` �• •�(USE WHERE 6 OR 8 CLUSTER (USE WHERE 10 CLUSTER NO.68T05 NOTES: ANCHORS ARE REQUIRED,'g4ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'C10') 1)SEE TABLES 1-3 FOR EXACT QUANTITY FIGURESPERTAIN TOTHE - OF ANCHORS REQUIRED IN THE P-HOOK TO THE FOLLOWING P K- FOLLOWNc 135-CORNER fl '• 01170 •-r >Y� LOCATIONS: p••. /ng� FIGURE PERTAINS OCKET JAMB ANCHOR NOTES; :�,p'•. _ •�� (RHOO ANCHORLOCATIUNS: FC •'•G��� 1)ALL DIMENSIONS SHOWN ARE BASED S............ t� ` ON MINIMUM ALLOWED. 1IL 2}DETAILS DEPICT ANCHOR QUANTITY A LYNN MILLER,P.E. I a AND SPACING,AND WOULD SIMILAR ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR I O O P.E.#58705 Ia I ANCHOR LAYOUT a-J ROSOWSKI N. (41Y 80-16 0ICE,FL 275 L L___ FOR INSIDE AND OUTSIDE CORNER CONFIGURATIONS. Heed/Sill C4+1 Hea01lSIII C 1 NO CHANGES THIS SHEET. JJ 04/05117 CERT.OF AUTH.929296 Jamb 8 Jamb 8 3)SILL SHOWN,HEAD SIMILAR. COPYRIGHT®2017 P•fi 4+4 PGT INDUSTRIES,INC. P-hod( 5 SGD-780 NTS 150F18 Jill MD-780.0 k B ALL RIGHTS RESERVED INSIDE 90' OUTSIDE 90° INSIDE 90° OUTSIDE 80° OUTSIDE 135° INSIDE 135' SING SINGLE ASTRAGAL ASTRAGAL ASTRAGAL OUTSIDE 90" ASTRAGAL CORNER CORNER OUTSIDE135° INSIDE135' ASTRAGAL ASTRAGAL DOUBLE FIXED LOCKSTILE ASTRAGAL BOXIN ASTRAGAL BOX OUT RECEIVER ASTRAGAL RECEIVER LOCKSTILE LOCKSTILE ASTRAGAL ASTRAGAL RECEIVER RECEIVER PANEL INTERLOLECK INTERLOCK INTERLOCK STILE W/HANDLE BOXIN Wl HANDLE BOX OUT Wl HANDLE Wl HANDLE RECEIVER Wl HANDLE W/HANDLE Wf HANDLE TYPES OUT IN RECEIVER RECEIVER Wl HANDLE WI HANDLE SINGLE INTERLOCK F F PP K �L/ L TA TC TR TQ TV TW OUT I SINGLE P A C C SA SC I C SQ S V S /� �/�/ INTERLOCK IN poxmp /moxolm _ _DOUBLE_ _- -_ ._ INTERLOCK 1- -YR_-GR- - - -- STILE RR R Y !S mS FD FC FV FW I WHAND LE D M G J HANLE raffia, �W W ASTRAGAL BOXIN PANEL NOTES: ASTRAGAL ��+ro LEFT 41NTERIOR RIGHT 1.SEE DP/ANCHOR TABLES 1-3,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. BOXIN N PANEL PANEL wf HANDLE am STILE EXTERIOR STILE 2.PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ASTRAGAL ARE NOT AVAILABLE. BOX OUT B°"T U PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND °x°°'/ APPLICABLE STILEIASTRAGAL REQUIREMENTS. 3.MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL eox our ASTRAGAL LR WR CONFIGURATIONS IS 60". W/HANDLE repxo INS.90'ASTRAGAL W SILICONE HANDLE AT AS DF BYO HERS OUTRIDE 90" CF 51 PRo�un ASTRAGAL WASHER c� RECEIVER 84 $8 X 1" dofhdb PH SMS, bale GO& UT.90°ASTRAL CT �� 3-TRACK SHOWN; AccapuaceNo -a l RECEIVER USE 2 SCREWS Wf HANDLE If FOR 2-TRACK 6. I sl^ I•Lam- .� INS.90°CORNE FRAMES& M►me't4peo63et�mat2wl LOCKSTILE RT Cl I W/HANDLE 4SCREWSFOR 1�5L""'++++, aLrr.9D°coRNER �1 4-TRACK FRAMES ��` NY LYNN ��, QT Q�7 50 5I16"X 2" '1GENS' hl/� �i LOCKST11 LAGBOLTWHANDLE F •=�F'� No.58705 oSTRAGAALL A PANEL CORNER DETAIL FRAME CORNER DETAIL *' *_ ASTRAGAL RECEIVER F SHOWN WITHOUT STILE COVER 3-TRACK FRAME SHOWN ='0'�Z INSIDE 135° :� �REASTRA AL WF �i;��•'•.'cCORIOP.•'•`�\_� OUTSIDE 135°RECEIYEAST. '''ss/��A�•�``�``` R VS W! VT HANDLE A.LYNN MILLER,P.E. ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#58705 INSIDE tW AST. N.VENICE,FL 34275 RECEIVER WT WS PANEL TYPES J ROSOWSKI (941)480-1600 W!HANDLE CERT.OF AUTH.#29296 I NO CHANGES THIS SHEET. g 04/05/17 COPYRIGHT©2017 '{ o PGT INDUSTRIES,INC. ® i SGD-780 111 NT$jj� 16 OF 18 MD-780.0 Jill B ALL RIGHTS RESERVED • I 4.741 -�1 �f~- 5.186 -�{ �r 9.000 1.184 -� r- 1.08� � .090 -090 1.084 506 239 .306 045 1.064 .100 2.000 .074 --►►- 1.938 1.936 I 074 .040 { .717 � '1 21 PANEL STILE 30 TOP/BOTTOM RAIL-4 1/2" 23 TALL BOTTOM RAIL-9" .090 INTERLOCK TRIM COVER 31 FRAME SCREW COVER 9 6.085 2.380 r- 2.380 r 1.938 •442 .140 - 18..615 7.443 1.793 .293 1.947 r 11.1442.324 2.702 1.172 .075 .965 , - --- -- --- - --'241 ---125 --- - t� -fit .847 101 101 -� 045 O 0752-TRACK JAMB 37 CORNER BACKER PLATE 20 SILL MOUNTING STRIP L I STILE INTERLOCK DOUBLE INTERLOCK SNAP RAIL 22-TRACK JAMB W/SCREEN j�i I+- 1.045t 1.019 s4 ADAPTER 25 ADAPTER 26 ADAPTER 27 ADAPTER 60 INTERIOR BEAD V305O3 3-TRACK JAMB2.781 1.993 1.872 :.06.125LL�i1.300 062 0622 420 4O4-TRACKJAMB 1.616 O6 58 374 125 1.801 09 1.845 SCREEN�����{{E 1.793 - •090 2.836 111 BOTTOM 112 SSTILEN 11a ASTRAGAL 3.063 2.442 2.723 EXT SILL�COVER .425 ASTRAGAL 26 BACKER PLATE 29 INTERLOCK REINFORCEMENT 38 P-HOOK 69 "O"PANEL BRACKET •094 f 2.835 17 W/SCREEN 2.026 094 2.424 - .140 7.205 L:n 1.521 .12 L 90°CORNER 90°CORNER 696 4.966 j 1 A55 1.000 33 3a LOCK ASTRAGAL RECEIVER ASTRAGAL 045�� .307 .125 F-I•- 11,14 39 4 P-HOOK MOUNT 307 1.665 18 10, INT-EXT SILL COVER 5.500 11 4-TRACK SINGLE HEAD .110 L&��359 2 471' .125 O ASTRAGAL .090 090 -]r3.34L9 PRO DLC[REW sm �- .045 C 93 1.518 - as mmpiyluaL%"'ngCod erit6t @re 1.405 A 2.099 062 •901 E�pliwiw 1.495 926 135"CORNER 135"CORNER �II_ 8.615 =,1 �Ff-- 6.794 -1� OLOCKASTRAGAL 36 RECEIVER ASTRAGAL 19 MIDSILLCOVER SCREEN 10 3-TRACK SINGLE HEAD 2-TRACK SILL - . 912 aOTRACK ADDON oso oso U 7E2 125 r 850 .6409782 `��\`e.e•lN'e�Ve1 GI LIE YI NI N3I/r.857 050 .857 � r+ .290 ---1 L 85 2850 - No.587051.405 1.495 045 045 050 050 .926 r' i3 7.443 I 7/16 62 9/16" 1-1/16" 7116" I 9116" 81 1-1/16" - 9.323 OGEE BEAD OGEE BEAD fia O saGEE BEAD SQUARE BEAD 85 SQUARE BEAD 66 SQUARE BEAD '• /7 7 L• � ` O9 2-TRACK SINGLE HEAD W/SCREEN Oe 3-TRACK SILL 1.423 O�CC '•.F�ORIOP.''G\�` .090 090 S i Imo- 1.048 F 1.872 i���'111111111 AI•'%% 1.993 A LYNN MILLER P.E. I 1.405 1.495 .926 U .062 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY 5 P.E.#58705 N.VENICE,FL 34275 �Ir 6.085 --►� ��- 11.853 I �� ,045 EXTRUSIONS 1& J ROSOWSKI (941)-480-1600 fiO2-TRACK SINGLE HEAD Oi 4-TRACK SILL ASSEMBLY SCREEN SCREEN ADDED#110. J�04/05/17 CERT.OF ALITH.#29296 110 113 COPYRIGHT®2017 I TOP INTERLOCK PGT INDUSTRIES,INC. I NOTES:1)SEE SHEET 4 FOR SILL RISERS.ALL DIMENSIONS IN INCHES. SGD-780 .25 17 OF 18 i MD-780.0 B ALL RIGHTS RESERVED ® i TABLE D: TABLE D,CONTINUED: TABLE D,CONTINUED: # Part Description Material # Part# Description Material Bill of Material 1 8M 2-Track Jamb 6063 T6 At 43 1695 1-112"X 1"X 3/4'Fin Seal Dust Plug # Part# Description Material 2 8135 2-Track Jamb with Screen Rail 6063 T6 At 44 6TP248 Vinyl Bulb Weatherstrip-@ Interlock Flex PVC 110 4317 Screen Top Rail 6063 3 8133 3-Track Jamb 6063 T6 At 45 6TP247 Vinyl Bulb Weatherstrip, 4 8132 4Treck Jamb 6063 T6 At Y P @P-hook Flex PVC 111 4318 Screen Bottom Rail 6063 T6 AI 46 1644 .187'X.270"Weatherstrip 112 4319 Screen Side Rail/Lockstile 6063 T6 AI 5 8116 2-Track Sill 6063 T6 At 48 8175 Comer Astragal Seal 113 8152 Screen Interlock Adapter 6063 T6 AI 7 8120 4-Track Sill 6063 T6 At 6 81 3-Track Sill 6063 T6 At 49 1270 1/2"X 1-1/8"Open Cell Foam Pad,3+Panels 114 4344 Screen Astragal 6063 T6 At 5 8127A 2-Track Head 6063 T6 At 50 5/16"X 2"Legbolt SS 115 7SRAZ Roller Nylon 51 8197 La bolt Washer N 116 7SRAX Roller SS 9 8128A 2-Track Head with Screen Rail 6063 T6 AI g Nylon _ _ _ _ __ _ - - --52- -8153- -Tandem St.-Stf.RollerAssembl SS 10 8124 3-Track Head_ 6063 T6 Al Y SS 117 1/4"X 1""MS @ Top Rail- 11 8121 4-Track Head 6063 T6 Al 53 8153 Tandem Nylon Roller Assembly Steel 118 1/4"X 1-1/2"MS @ Bottom Rail SS 12 8140 Sill Riser-1-5/8' 6063 T6 AI 64 #10"X 1-1/2"Ph.PH.SMS @ Roller SS 119 Screen Lockset Steel 13 8139 Sill Riser-2.3/4' 6063 T6 AI 55 8052 Roller Adj.Hole Plug PVC 12 Screen Lack Keeper Steel 121 1179 #10 X3/4'Ph.PH.SMS®Keeper SS 14 8138 Sill Riser-3-1/2' 6063 T6 AI 60 8022 Interior Bead 6063 T5 At 122 1793 .270"X.150'Weatherstrip 15 8137 Sill Riser-4-1/2" 6063 T6 At 61 8150 7/16"OG Bead 6063 T5 AI 123 1692 Screen Spline-.165' Vinyl 16 8182 SIII Riser-5-1/4' 6063 T6 At 62 8145 9116"OG Bead 6063 75 At 124 Screen Cloth I Fiberglass 17 8119A Ext.SIII Cover with Screen Rail 6063 T8 AI 63 8146 1-1/16"OG Bead 6063 T5 At 18 8117 Int-Ext.Sill Cover 6063 T6 At 64 8150 7/16"Square Bead 6083 T5 At 19 8115 Mid-Sill Cover 6063 T6 At 65 8148 9/16"Square Bead 6083 TS Al 20 8183 SIII Mounting Strip/Anchor Plate 6063 T6 At 21 8012 Panel Stile 6063 T6 At 88 8149 1-1118"Square Bead 6063 T5 AI 22 8014C ToplBottom Rail 6063 T6 Al 67 6TP247 Vinyl Glazing Bulb 23 8013C 9'Tall Bottom Rail 6083 T6 At 68 1643 Foam-filled Glazing Bulb(7/16"glazing only) 24 8104 Stile Adaptor 6063 T6 At 69 Dow 899,995 or Instantglaze Glazing Silicone Silicone 25 8102 Interlock Adaptor(Single) 6063 T6 At 70 1725 Setting Block,1/2"X 4"X 1/16",85+/-5 duro. EPDM 26 8101 Interlock Adaptor(Double) 6063 T6 AI 71 1726 Setting Block,1"X4"X 1116"(IG),85+/-5 duro. EPDM 27 8103 Top Snap Rail Adaptor 6063 T6 AI 72 Super Spacer nXT with Hot Melt Butyl Composite 28 8105 Astragal Backup Plate 6063 T6 At 1 73 Duraseal Composite 29 8192 Interlock Reinforcement 6105 T5 At 74 Cardinal XL Edge Spacer Composite 30 8200 Interlock Screw Cover with Tslot 6063 T6 At 80 71OX34PPSDAX#10 X 3/4"Ph.PH.SMS @ P-hook SS 31 8136 Frame Screw Cover 6063 T6 At 81 #8 X 5/8"Ph.PH.SMS @ Single Interlock SS PwDucraEvrwo 32 8107C Astragal 6063 T6 AI �►wti►tlre ifutd� 82 #8 X 3/4"Ph.PH.SMS Double Interlock SS 33 8110 90•Comer Lock Astragal 6063 T6 AI 34 B111 90°Comer Astragal Receiver 6063 TfiAI 83 710X115PPX #10 X Ph.PH,SMSS Astragal SS EAap�al*D�i1�2 35 8204 135'Comer Astragal 6063 T6 At 84 1155 #8 X 1""PH.PH.Quad.SMS®M M ain frame SS tt� dbdC 36 8 135' Comer Mount 6053 T6 At 85 72087K Jamb Bumper 86 76X38PPAX #6 X.375"Ph.PH.SMS SS 37 8112 112 90°Comer Astragal Astragal Backup Plate 6083 T6 At 38 8108 Pocket Door P-Hook 6053 T6 At 87 4385 4 Hole Bumper Stop vv ri 39 8109 Pocket Door P-Hook Mount 6053 TB At 88 78X38PPTX #8 X 3/8"Ph.PH.SMS Steel ``�.`v ANY lYIyN 40 8141 Screen Frame Add-on(Sill) 6063 T6 AI 8193 "0"Panel Bracket-12"long 41 8142A Screen Frame Add-on(Head) 6063 76 At 90 #10 X 314"Ph.PH.SMS @ Bracket to Stile SS 42 8143A I Screen Track Addon 6063 T6 At 91 1#8 X 3/4"Ph.FH.SMS @ Bracket to Frame SS '*: No,587QS Z, o)7. ......NAL... '1111111110 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/16 1070 TECHNOLOGY DR A LV MILLER,P.E. P.E.#58705 N.VENICE,FL 34275 PARTS LIST b'J ROSOWSKI (941)-480-1600 CERT.OF AUTH.#29296 NOTES: NO CHANGES THIS SHEET. 1 04/05/17 COPYRIGHTC2017 PGT INDUSTRIES,INC. 11 ITEMS#47,56-59,75-79 8 92-109 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. SGD-780 111 NTS 111 18 OF 18 j M D-780.0 A 07B ALL RIGHTS RESERVED