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Product Approval (4)
MIAM1-DADE NHAMr-DARE COUNTY n 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 — -- �EIVED T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.gov/economy PGT Industries,Inc. SEP 0 5 2019 1070 Technology Drive, North Venice,Fl.34275 ST. Lucie County, Permitting 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"SGD 5570-Window"Vinyl Horizontal Sliding Glass Window,(Reinforced)w/wo 900 and 135°corners and w/wo Pockets-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5570W.0 Rev A,titled"Vinyl Sliding Glass Window",sheets 1 through 21 of 21,prepared by manufacturer,dated 04/14/16 and last revised on 04/18/17, signed and sealed by Anthony L.Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of i Acceptance number and revision date by the Miami-Dade County Product Control Section. MISSE E IMPACT RATING: Large and Small Missile Impact Resistant r Limitations: 1. See table 1 (sheet 7D and table 2(sheet�) of this approved drawing set for applicable Window unit sizes, design pressures,reinforcements Types, glass types,sill riser(Table B1 &B2)and anchors requirements. 2. See glass options in sheet 10.Product can be Exterior or Interior glazed.Interior glazed to be rotated 1.800 f shown,such that"HS"surface of laminated glass adhered to glazing leg. 3. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated (Painted or laminated)white Rigid PVC manufactured by Vision Extrusion,Ltd to be labeled per referenced NOA's requirements. 4. Pocket walls under separate approval,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 NOA shall be considered after a renewal application has been filed and there has been no f 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 gg' shall be available for inspection at the job site at the request of the Building Official. y This NOA revises# 16-0505.01 consists of this page 1 and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Isbaq I.Chanda,PX 1 NOA No. 17-0420.16 MIAM!•DADE COUNTY �• .,,,a n •� Expiration Date: August 04,2021 Approval Date:August 31,2017 I`I V. Page 1 f PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files see below). 2. Drawing No.NW-5570W.0 Rev A,titled"Vinyl Sliding Glass Window",sheets I through 21 of 21, prepared by manufacturer,dated 04/14/16 and last revised on 04/18/17, signed and sealed by Anthony L. Miller,P.E. Note: This revision consist of adding FBC 2017 (6h Edition)and identifying PVC extruder notes. B. TESTS (Submitted under files#16-0505.01/#15-1210-01) 1. Test report on 1) Air Infiltration Test per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-tip drawings and installation diagram of vinyl sliding glass doors,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8546 dated 11/06/15 and revised on 01/04/16 & 02/11/16,FTL 8547 dated 12/04/15 and revised on 02/15/16, Test Report No. FTL 8548,dated 12/04/15 &revised on 01/04/16& 02/11/16, FTL 8549 dated 11106115 and revised on 12/04/15 and 02/11/16,FTL 8552 dated 12/04/15 and 02/15/2016, all signed and sealed by Idahnis Ortega,P.E. 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (The above test report has an addendum letter dated 3-11-11, issued by FTL,signed and sealed by Marlin D.Brinson,P.E. (reviewing Engineer). (Submitted under file# 15-0409.02/#13-1125.05) 3. REF Test report on 1)Uniform Static Air Pressure Test,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 Sliding Glass Doors(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&sealed by Idalmis Ortega,PX 4. Additional REF test report No.FTL 6637(samples A-1 thru A-5)per TAS 202-94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo,P.E. fsfiaq 1.Chanda,P.E. Product Control Examiner NOA No. 17-0420.16 Expiration Date: August 04,2021 Approval Date:August 31,2017 PGT Industries.Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under files#16-0505.01) 1. Statement letter of compliance to FBC 2017 (6h Edition)dated 08/02/17,prepared by PGT, signed and sealed by Anthony L.Miller, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2014(5th edition), prepared by PGT, dated 05/02/16,signed and sealed by Anthony L.Miller,P.E. 3. Glazing complies with ASTME-1 3 00-02,-04& -09. D. QUALITY ASSURANCE Economic Resources(RER). 1. Miami Dade Department of Regulatory and E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusion Ltd for their"White Rigid PVC",expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Ltd for their"VE 1000 Tan 202 &light shaded(Non-White)Rigid PVC", expiring on 12/29/21. 3. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated)White Rigid PVC",expiring on 09/30/19 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material, 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for the"Sentry Glass 0 (Clear and White)Interlayer",expiring on 07/04/18. 6. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for the "Trosifol ultra clear, clear& color PVB glass interlayer(former Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of compliance to FBC 2017(6'Edition) dated 08/02/18,prepared by PGT, signed and sealed by Anthony L. Miller,P.E. 2. Statement letters of compliance to FBC 2014 (51ffi Edition) and"No financial interest", dated 05/02/16,prepared by PGT,signed& sealed by Lynn Miller,P.E. (Submitted under files 9 16- 0505.01) 3. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#16-0505.01, expiring 04/04/21. 2. Test proposals#16-0152 dated 03/09/16 approved by RER,test proposal dated April 17, 2015 approved by Jaime D. Gascon,P.E. and# 10-0767, dated 08/25/10 approved by BCCO. ,. U-,A I Ishhq L Cbanda,P.E. Product Control Examiner NOA No. 17-0420.16 Expiration Date: August 04,2021 Approval Date:August 31,2017 SERIES 5570 IMPACT RESISTANT SLIDING GLASS WINDOWTABLE A: Group Anchor substrate Frame Member Min.Edge Distance Embe Min. drnenl 'MIN.OF 3 THREADS INCLUDING POCKETS &900/1350 CORNERS - P.T.—soug-M Fare HeadtSIIVJ..b 9116. OND THE METAL GENERAL NOTES: (SG-0.55) p-nock gr 1-W SUBSTRATE.METAL 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. #12,stool SMS(G5)or 410 Al2uTlnf,=: Heacu,913tratrab 3fir 1/8* SUBSTRATE TO MEET MIN. 2)DESIGN PRESSURES: S.S.SMS(mInAlthreadatin) (c)" in. P-hook 318, 1/8. STRENGTH AND THICKNESS F,=90W,F.-110 k.1 Steel, A36- _ffioad/S[Wamb 3a• REQUIREMENTS PER 0.060 REQUIREMENTS NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (O.OW Mi,L thickness) 15-hook 318, 'D.0w A Steel Stud,AB53 Dr.33* H fujamb 318" 0.071*(14 Go.)' CURRENT FLORIDA BUILDING B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E`1300. (0.071'mim thIcknoss) e2015hicok 3fir 0.071'(14 Ga.)I CODE AND TO BE REVIEWED C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1/4"Elco Ultracon P.T.Southern Plae Jamb 1. 1x18BY THE AUTHORITY HAVING 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, F,=155 k.1,F�-177 kst (SG-0.55) P-hook 1. 13/s JURISDICTION. INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114w Elco 410 S.S.CmtoFtex P.T.Southern Fine Hud/SIIVJamb -1. I-ale, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). F,=127.4 ks(.F„-109.7 kei (SG-0.55) P-hook 1. I've, FOR STEEL STUDS, 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. B #IZst"jm*d_mvf(c_5) P.T.Southern Mr. HeadlSIIVJ.,.b 916 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. (SG.0.55) P.hwk 91161 1-3"'1-3/61 - MIN,FU=45 KSI& 6)REFERENCES(NQLSJ.ELCO ULTRACON:CRETEFLEX&AGGREGATOR ANCHOR NONS,ENERGI FENESTRATION Con.rate P-hook 1. 1-318" MIN.FY=33 KSI. SOLUTIONS USA,INC.ORVISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES Iw Etc.ultracen (min.2.85 its!) floadiSlWamb 1-wiv—---Ta—w F,-155 W,F"-177 ksl Ungrouted CMIJ. Jamb 1. 1-114" "UNGROUTED CMU"VALUES (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA (ASTM C-90) P hoax 1. 1-1/4"1 MAY BE USED FOR GROUTED REFERENCES(TEST REPORTS):FTL-6337,6338,8646-86,49,8652&8717;EXOVA-1 0-002-792(A)&10-006-10231; Ungrouted CMU. Jamb I-W4' 1-114- CAMBRIDGE 535753-09; - 1/4'Eke 410 S.S.Craftflex (ASTM C&SO) P-hook 1,V4* 1�-114* CMU APPLICATIONS. C F,-127.4 its[,F.-189.7 't. 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC,INCLUDING THE ksl concrete Head/SIIVJamb IV161 l-W4" k5o P-hook 1 4* HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TM PVC MANUFACTURED BY ENERGI ontreraHeadlr[IVJ..b 1.11T 1318" __IMPACT RATING ING E BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). Ungrouted CMIJ. Ct 4, I'�4 CT T' M C 0 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA 1w Elco 18-8 S.S. (min.Z22 ksQ —hook i.1/2' I'val MISSILE FOR LARGE&SMALL Agg—Gator Jamb F_ f__1w MISSIL IMPACT T SI 8)WINDOW SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Fr-57 ksl,FeSS ksl (ASTM C-90) ---F--hook —2- 1-1/4' 1 E AC RESISTANCE 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. Rt Sceithour Fire HeadISR/Jamb I 1316• v DESIGN PRESSURE RATING 1 10)THE 5570 SERIES SLIDING GLASS WINDOW MAY ALSO BE KNOWN AS THE 57012770 SERIES. (SG-0.55) P-hook I, 1_3 concede 0 H.AVSiWJ..* 2-101-318 I- SEE TABLES 1,2&131,B2 ANCHOR NOTES: 1/4"Eke Ultrown (min,2.65 Rol) P-hook 2_11T 13/0' 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Ungroutdi CMIJ, Jamb 2-1/7 1-114* ON SHEETS 7&8 (ASTM C-SO) 2-1/2' 1-1/4" APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE D CD-rat. HeacVSK/Jand, 2-11T I-3r4' REQUIREMENTS. Ifil'El..00 S.S.CroWl.. A35 k,13 P-hook 2-1/2* -127A ks].Fe 189.7 ksf r 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. Fy Met!'MU. Jamb zw 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL (ASTM r,90) —P-hook 2-112* IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL, 4)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES.............1 BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS.. 2 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, INSTALL DETAILS..............3.6 FpO0ucfRIEvfM NON-METALLIC GROUT,MAX 1/4!'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DPIANCHOR TABLES........7-8 ustvapbfac witb$I.naft LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE............................9 bvidift ewe A.MA SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES I STANDARDS USED: GLAZING DETAILS............10 E.pktimi)—c No wjj,A 717 UG SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION, o2017 FLORIDA BUILDING CODE(FBC),6TH EDITION ANCHOR LOCATIONS 11-16 -2D14 FLORIDA BUILDING CODE(FBC).5TH EDITIONPANELTYPES...................17 P�y naiactenand INSTRUCTIONS: OASTM E1300-09 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION EXTRUSIONS _18 SLIDING GLASS WINDOWS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON oALUMINUM DESIGN MANUAL,ADM-2015 ACCESSORIES..................19 1111 i 111 THE GLASS/REINFORCEMENT. oA]sl 8100-12 SCREEN DETAILS.........._20 OA]SC360-10 LPARTS LIST......................21 2)LOCATE THE SLIDING GLASS WINDOW SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 4 VINYL SLIDING GLASS WINDOW NOA(LM) 111 04/14/16 No.58705 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS gg SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE GENERAL NOTES t J ROSOWSKI DISTANCE. '.'".T S 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN COPYRIGHT020 RE SERVED UPDATED TO FBC 2017,VINYL MFG. 04/05/17 ',0%% PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN, ALLRIGHTS SERVED 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET 1070 TECHNOLOGY DR 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. -SET. N.VENICE,FL 34276 SGD�-,5570i fill$ I I (941)-480-1600 __�G A.LYNN MILLER P.E. CERT.01 DOW P.E.#$8705 FAUTH 029206 WINDOW I NITS 111 1 OF 21 1911 MD-5570W.01911 A MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH E NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 < PER TABLES 1&2 PER TABLES 1&2 , PER TABLES 1&2 I I I J 3 3 I I� D x0 3 a Im MAX.UNIT 3 8 Id MAX.UNIT ' / I� MAX.UNIT ' / / ' I� MAX.UNIT s HEIGHT 3 a HEIGHT I^ HEIGHT 1/ / s I HEIGHT ' I PER PER TABLES 1&2 I i PER TABLES 1&2 / / g PER TABLES 1&2 I TABLES 1&2 J� �cKEr I,w, POG(ET I L J 1i J Jf Nr- -Nr- J 1-PANEL 4 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS F CONFIGURATIONS CONFIGURATIONS 4 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLEST-1�&2 PER TABLES 1&2 PER TABLES 1&2 l G o MAX.UNIT H HEIGHT / 5 / sEE MAX.UNIT ' ' / # 1 MAX,UNIT ' ' / # I PER 2 T/05 IGHTa SHEET. PER TABLES 1&2 /HEIGHTa /a / / I PER TABLES 1&2 / / / / / ig TABLES 1&2 0 PDcrEr I Poc,ET I m L J J CORNER,TYP. 5-PANEL CONFIGURATIONS P 6-PANEL CONFIGURATIONS 4 OIRSIDECORNERSHD%WINSIDECORNERSIMIA MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH 4 NOM.PANEL WIDTH 4 PER TABLES 1&2 --I PER TABLES 1&2 1 D I MAX.UNIT ' 3 3 3 8 IGI MAX.UNIT HEIGHT 3 3 a L'J Iw HEIGHT ' 1 ' ' ' ' / IN PR08UCrREvjm PER TABLES 1&2 / / / / / / / I°z PER TABLES 1&2 / / / / / / / / I? -a=pllf-g with Ile Fiends 1 PocxEr Atapla�ce No Y1- O'/20.16 J J EaE�ha4le�Date_ Ql y f 7-PANEL CONFIGURATIONS 4 1� 8-PANEL CONFIGURATIONS 1-1 CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" 1 ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3/16" ��.`�GNy LYNfy�'.,, "P" POCKET DLO HEIGHT=DOOR HEIGHT-11-11 LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN = /2 ��•'��GENS' �C '� PANEL HEIGHT=DOOR HEIGHT-2-1/2" :\� F '•�/ < POCKET CONFIGURATION CAN BE OXXXp. VINYL SLIDING GLASS WINDOW NOA(LM) 8 04/14/16 No.58705 2)90°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. EXAMPLE CONFIGURATIONS l&' J ROSOWSKI ���,� � 1 (�•�ir= 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND ® �O�.. s7AT of (V�` REVIEWED BY THE AUTHORITY HAVING JURISDICTION. COPYRIGHT02017 PGTINDUSTRIES,iNC. NO CHANGES THIS SHEET. �� 04/05/17 DETAIL LETTER ALL RIGHTS RESERVED 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. a 1070 TECHNOLOGY DR N.VENICE,FL 34275 —SHEET NUMBER 941-480-1600 SGD-557D a A.LYNN MILLER,P.E. 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FTS CERT.OF AUnI#29296 WINDOW NTS 2 OF 21 ❑i MD-5570W.0 1158705 DETAIL Al DETAIL B11 jHRU IX.WIILD F ASTRAGAL METAL TYP.,SEE ANCHOR INTO MA 'y AL NOTE 4,SHEET 1;MIN.OF 3 CONCRETE/IRE PER "URVI., THREADS BEYOND THE ANCHOR REQUIREMENT FRAME WIDTH METAL SUBSTRATE 1/4"MAX. REQUIRED IF WINDOW 19 TYP.ANCHOR TYPE, HEIGHT IS OVER W 21 go EMBEDMENT AND 94 MAX 28"O.C. 91 EDGE DISTANCE PER 22 EDGE SUBSTRATE,SEE DISTANCE TABLE A,SHEET 1& SD /--8 NOTE 3,BELOW DAYLIGHT 10 INTERIOR SO 28 OPENING�'j 25 — — 7 B WIDTH 33 EMBEDMENT 31 :z EDGE DISTANCE�'-.. go a2 EDGE 94 EXTERtOR DISTANCE NOTE 6, 26 27 R(B SEE NOTE 6, E 15 THIS SHEET 114'MAX. :SHEET N 6. 1 A UM Z OCFD ��' '� --'S`8 SE CITE RIP,SEE I 2THIS SHEET ANCHOR SEE NOTE 6,THISS ET 29 EMBEDMENT NOTE 3,SHEET 1 #8 X 3/4"SMS REINFORCEMENT SCREW;7 AT PLATE P.ANCHOR TYPE, 63 PER STILE,LOCATED AT CENTERLINE AND 6", EVERY HORIZONTAL SECTION(XXX SHOWN} 9-&12"FROM ENDS(FACTORY INSTALLED). EMBEDMENT AND ANCHOR EDGE DISTANCE PER LOCATION DETAIL C2 [DETAIL D2 DETAIL B2 SUBSTRATE,SEE 1 ASTRAGAL TABLE A,SHEET 1& 2X WOOD BUCKSTRIP OR DETAIL A2 19 INTERLOCK INTO MASONRY L FACING INT. NOTE 3,BELOW FRAMING,SEE ANCHOR 96 21 REOUIREDIFWiNDOW EMBEDMENT DAYLIGHT HEIGHT IS OVER GV —OPENING WIDTH ————--- NOTE 3,SHEET I ol 114"MAX. EDGE 22 INTERIOR r7= DISTANCE TYP.ANCHOR TYPE, SEE NOTE 6.THIS SHEET 7 EMBEDMENTAND I 2a 27 z6 25 EDGE DISTANCE PERLi SUBSTRATE,SEE 93 23 a TYP.ANCHOR TYPE, It TABLE A.SHEET 1 8 EMBEDMENTAND- EDGE DISTANCE NOTE 3,BELOW I PER SUBSTRATE, PRODVcrREvtsen SEE TABLE A,SHEET Pj"ifl9vAtbIbtFlMft EDGE DISTANCE 1&NOTE 3,BELOW EXTERIOR y_z4,.le. �at , PANEL WIDTH L'5 1 t� 1/4'MAX. CONCRETEICMU PER ASTRAGAL 0ATBEE Our Fr0d-tCwAkd EMBEDMENT HORIZONTAL SECTION VO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER NOTES FIXED PANEL CLIP& INTERIOR OR OgY LY REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ANCHORS,SEE EXTERIOR DIRECTION. /V ALL PARTS IDENTICAL. 2)REFER TO ANCHOR NOTES,SHEET 1. DETAIL SHEET 19 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FORALLLOCKSTILES,�M M ASTRAGALS,FIXED VINYL SLIDING GLASS WINDOWZ No.58705 s ANCHOR QUANTITIES,SEE TABLES I&2. STILES AND NOA(LM) g 04/14/16 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS - FRAME ANCHOR LOCATIONS. INSTALLATION,HORIZONTAL X-SECT. J RO OWSKI z 4C, 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON -0', EOF FORCOPYRIGHT02017 FGTINDUSTRIES INC. NO CHANGES THIS SHEET. 04/05/17 .. 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS z7 ze ALL RIGHTS RESERVED ......... N, REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DR 70tvAL Stl*'\ THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 41 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD (941)-480-1600 Sit.�30F21 MD-5570W.0jj$j DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAILE3 DETAIL E4 DADS APPROVED MULLION,FBC INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL ix sucKSTRiF; COMPLIANT ALUMINUMISTEEL SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,SHEET 1 ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, I. PER ANCHOR DISTANCE SUBSTRATE,SEE TABLE A,SHEET EDGE TABLE A,SHEET 1 EDGE 1&NOTE 3,THIS SHEET REQUIREMENT DISTANCE DISTANCE r EDGE DISTANCE q. •e EMBED- MENTEMBEDMENT EMBEDMENT " EMBEDMENT 1/4"MAX. 1/4"MAX. 6 �1/4"MAX. 6 �1/4"MAX. 1/4"MAX. 6 1XOR2XWOOD Q BUCKSTRIP,SEE L� u 6 6 TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND 66 ANCHOR NOTE 3, 6 � EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE 63 T SHEET 1 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET ed 33 NOTES e \ FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LOCKSTILES, 2)REFER TO ANCHOR NOTES,SHEET 1. J ASTRAGALS, 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, DLO WIDTH=NOM.PANEL WIDTH-8-9/16" FIXED STILES DLO HEIGHT=DOOR HEIGHT-11-1/16" AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. _ HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT PANEL HEIGHT=DOOR HEIGHT-2-1/2" ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHTO PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT HEIGHT NOTE 6. HEIGHT SILL RISER EXACT DIMENSIONS. THIS SHEET VARIES WITH REQUIRED EXTERIOR POSITIVE DESIGN .390---1 1 w a 62 PRESSURE,SEE SHEETS 390 +i h�— EXTERIOR 67 OR 62 .390—-1 1-- 7&8. rRaoucr F�v�eF.D a z6 oa 2e { .390 2.370 2.947 e,wm0*9 wHh roe FUAk BaIdIRj;aode 1/4'MAX. 33 42 i142SHOWN 1.793 3.464 4.041 ActtjNoeeNo 04z6•It, #43-45 ALSO APPLY .823 E2.887 EaFlmlae Date 2 GROUTAS a 1.917 NEEDED,SEE 13 Q � 060 .060 .060 1*-m'P dl mdociu C ANCHOR NOTE n 9 2 12 P q 2_1/2"=TOTAL 060—�I�- 5,SHEET 1 6 O ll � 1/4"MAX ELM 6 Q SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER I I I I I 6a® �� a2 2-1/2"TOTAL 43 3-1/2"TOTAL 44 4-1/16"TOTAL 46 (4-518"TOTAL .\`�11� LY 6a ®�' SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) �` <`�` N......N'�i! EGE EMBED- EMBEDMENT MBEMENDIS DANCE VINYL SLIDING GLASS WINDOW NOA(LM) g 04/14/16 No.58705 TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. m J ROSOWSKI '-0 EDGE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® Oma'. S I pk) •'�4(/ DISTANCE EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE COPYRIGAT02017 OTINDU6o IES,INC. d NO CHANGES THIS SHEET. a 04105/17 i��S•.,F(pRIDP,.•'G\?� CONCRETEICMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, l SEE TABLE A, 1070 TECHNOLOGY DR a� ��/,,,�DIVAL e PERANCHOR DETAIL F1 SEE TABLE A, DETAIL F2 N.VENICNOLOG275 /'V III III0 REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, INTO MASONRY INTO WOO THIS SHEET (941)-480-1600 SGD-5570 NTS 4 OF 21 c MD-5570W.0 rc z A A LYP E.#56705 PF THIS SHEET CERT.OFAUTH.N29296 y WINDOW 11 INTERIOR 71 O C=j 2 INTERIOR 4 25 28 8OR 20 15" 69 96 MAX 18. O.C. INTERIOR 19 go MAX 1WO.C. SEE SHEET 19 19 so MAX 3.5"O.C. IN IOR DETAIL H2 SEE SHEET 10 EXTERIOR 69 33 90, IINTERIOR I- EXTERIOR 25 28 EXTERIOR Qu 135* 90, 39 C.7 DETAIL Gl DETAIL Hl 135° so* MAX 18.5-O,C,(B INSIDE CORNER INSIDE CORNER EXTERIOR INTERIOR MAX 41 EXTERIOR 0'c. is 06 69 SEE SHEET 19 2 135' INTERIOR L2 2 PIR ucr a. the 0 F® Is kwil - A N.Il-6 4Zo•I t. NOTES 1 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. L 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR Pmdact C04tfd 9OR QUANTITIES,SEE TABLES 1&2. 33 38 0 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, ILY 35 a DEPENDING ON CONFIGURATION. ............ MAX 18.6'O.C. EXTERIOR _ICEN%LICEN (4)THRU KEEPER @ MAX go VINYL SLIDING GLASS WINDOW NOA(LM) 04114/16. ND.58705 15'O.C.,SEE SHEET 19 - CORNER ASTRAGAL HORIZ.X-SECT. -it J ROSOWSKI -0 DETAIL G2 use No CHANGES THIS SHEET. 04/05/1 0 . J�v copryF TR S'INC. ITE jUy 135' ALL RIGHTS RESERVED OUTSIDE CORNER 1070 N.VENICETECHN,OFLLO34275GY DR 10NAL t" (941)-480-1600 SGD-5570 A!NILL CERT.OF AUTH.929296 WINDOW NTS SOF21 MD-5570W.049 A AIA ER,PE. P.EA 68705 DETAIL 11 DETAIL 12 OPTIONAL NON- INTO MASONRY INTO MASONRY STRUCTURAL CONCRETE/CMU ANCHORS FOR 5..... 4 EDGE PER ANCHOR INTERIOR POCKET INTERIOR 91 21 22 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE. REQUIREMENT JAMB 2e R 27 AND EDGE DISTANCE PER SEE FIG 1. 33 SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST THIS SHEET 30 SHEET 1&NOTE 3,BELOW FIGURE 1,INTERLOCKS AT POCKETS: INCLUDE A NONSTRUCTURAL, q r i, to o LESS FRAME JAMB TO REDUCE THE OPT. POSSIBILITY OF WATER 21 31 �q INFILTRATION. 1/4"MAX. EMBEDMENT �lUw fuj t5 T OPT. POCKET BY OTHERS,SEE °d NOTE 6 BELOW. EXTERIOR EIvIBEp ,� EXTERIORq o FOR WINDOW HEIGHTS OVER 96" MENT OPT. 1/4"MAX. EXTERIO21.9" R t; I� ANCHOR to 07 MAX.O.C. v SEE FIG I• 30 CONCRETE/CMU q TYP.ANCHOR TYPE,EMBEDMENT 1 THIS SHEET at d AND EDGE DISTANCE PER EDGE PER ANCHOR �R Z7 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 81 2, TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER METAL TYP.,SEE ANCHOR NOTE SUBSTRATE,SEE TABLE A,SHEET 1 4,SHEET 1;ANCHOR LENGTH TO &NOTE 3,BELO BE A MIN.OF 3 THREADS BEYOND EDGE WOOD EE ANC IP OR S THE METAL SUBSTRATE DISTANCE FRAMING,SEE ANCHOR EDGE NOTE 3,SHEET 1 ANCHOR OPT. DISTANCE � DETAIL 13 EMBEDMENT OPT.ANCHOR INTO METAL � 4 17 OPT. 17 OPT. r _ o DETAIL 14 �ookiss sRwth*e EMBEDMENT J 1/4" q INTO WOOD �e ede aeFl"d' 114 MAX. q MAX. a E Bain I b EXTERIOR 10, 10 SEE FIG THIS SHEET 3t d o 6'I .� •(,_��'.,� SEE FIG , d 'vtT'P+b 4'Co a 27 THIS SHEET 80 80EXTERIOR 22ID 27 9tll 11l1I1I1!/// EXTERIOR POCKET \��.��OM NSF EXTERIOR POCKET ALUMINUM SLIDING GLASS WINDOW NOA 04/14/16 NO.5B705 NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. -HOOK EXAMPLES,HORIZ.X-SECT. m J ROSOWSKI = O I ` 2)REFER TO ANCHOR NOTES,SHEET 1. © xp'. q O' 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. cDPYRICHr®zot7 POT INDUSTRIES.INC. d� 04/05/17 NO CHANGES THIS SHEET. ''� '• a 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ALL RIGHTS RESERVED %�(<`S <ORIDP•.•'G�t'\ 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR A� �')is/ANAL 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 SGD-5570 NTSjj� 6 OF 21 0 MD-5570W.0�i A A.LYNN MILLER,P,E, CERT.OF Al1TH.#29298 WINDOW N P.E.#58705 TABLE 1: Design Pressure(DP)and Anchor Quantifies Required(forall approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE Use this table for Door Unit Height /ANCHOR OUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,1A,3 or 3A 30" 39' 48" 60' 72— —84 so, SHEET FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 18-16/16'DLO Height 24-15/16'EK-d—Height -36-15/16*DM—Height 48-16x16'DLO Haight 60-15/S DLO Height 72-15+16*DLO Wight 84.15156 DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. Lookstile Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ADDITIONALLY,THE MAXIMUM POSITIVE DP DUE HD Interlock Reinforcement#28 A I B I C D A. B C I.. D- A B C D A I B I C I D A A I B I C I _----TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, Design Ufa +601-60psf +601-60psf +601-60psf +60/-60 psf Wob +601-60psf +601-60psf 6tt:I ABLE B1,THIS SHEET. 10-118" Head/Sill C3+IIC3+lIC3+lIC3*1 C3+1 G3+1 1 C3+1 C3+1 C3+IIC3+JIC3+JIC3+1 G3+1.I C3+1 I C3+1 I C3+1 C3 1 C3+1-60psf 24* DLO C3+1 C3+1 C3+lIC3+ITC3+1 C3+1 C3+1 C3+1 I C3+1 I C3TJ OF ANCHORS THROUGH THE HEAD&SILL. Width Jamb 2 2 2 2 3 3T 3_ 3 3 1 3 1 3+3 4��4 4 4 4 4 4 5--F-6 5 5 5 5-T-5-F5------_(EX:FOR C3+1,3 ANCHORS CLUSTERED AT P-hook 3 3 3 3 3 3 4 1 4 1 4 4 5 1 5 1 5 5 6 M' ' a 7 1 7 7 7 8 8 B 8 PANEL MEETING POINT AND 1 ANCHOR Design Pressure +601-60pst +601-60 psf +601-60psf +601-60psf +601-60pst +601-6*psf +601-60psf REQUIRED AT MIDSPAN OF PANEL). 25-1/8" Head/Sill C3+1 C3+1 C3+1 +111 C3+1 C3+1 I C3+1 . . . I + +I C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C-3+11C3+111 - TOTAL#OF ANCHORS THROUGH THE JAMB. 30' DLO �71 Width Jamb 2 2 2 2 3 1 3 1 3 3 3 3 3 3 4 4 4 4 4-- 4T 4 4 5 5 1 5 1 5 5 1 5 1 5 THE#OF ANCHORS REQUIRED THROUGH THE — P-hook 3-1 3 3 3 3 1 3 1 3 1 3 , 4 _ 5 1 5 1 5 5 8 6 11 6 6 7 7 1 T 1 7- 8 1 8 1 a 8 P-HOOK,PERPENDICULAR TO THE GLASS. Design Pressure +601-60 psf +601-60 psf +601-60 psf +601.80 psf +601-60 psf 1+601-60pst +601-60pst 31-118* Head/Sill I C3+1 C3+1 C3+1 C3+1 G3+1 C30 C3+1 C3+1 C3+1 C3+1 a3+1 C3+1 C3+1 C3+1 C3+1 C-3-+-1 TC—3+1 I C3+ C3+1 C3+1 C3+1 I C3+1 �+1M+IJC3+1103 06 36' 01-0 +1 Width Jamb 2 2 2 1 2 3 1 3 1 3 3 3 1 3 1 3 3 4 4 1 4 4 4-� �4 5 5 5 1 5- 5 1 5 1 5 1 5 5 5 5 P-hook _3 j 3T 3 3 . 3 1 3 1 3 3_ 4 1 4 1 4 4 = S 646 , 7 7 -8j, .8 1 8 1 8- FIG 1:' z Des Ure +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +601-60 psf OH LENGTH A�i In Press +601-60psf +601-60psf 37-118" LH.-d-111H C3+1 C3+1 I C3+1 C3+1 C3+lIC3+IIC3+IIC3+1 C3+1 I C3+1 I I C3+1 C3+1 10+1 IC3+1 IC3+i 42' DLO 1 G3+1 C3+1 I C3+1 I C3+1 C3+1 +1 Width 2 2 1 2 2 3 3 3 3 3 3 3 3. 4 1 4 4 4 5 5 1 5 1 5 —5 5 5 5 WINDOW ASSEMBLIES Phook =3 3 3 3 3 3 4 1 4 4 4 5 x INSTALLED WHERE THE J_5 5 5 7 1 7 1 7 1 7 a a a a a Design Pressure +601-60psf F--+601-60psf +60/-60 psf +601-60ps +601-6 W OVERHANG(OH)LENGTHIS 43-IIV 0 psf '\+60/-60 Psf +601-60psf EQUAL TO OR GREATER THAN 48" 01-0 Head/Sill C3+1 C3+1 C3+1 03+1 Cl�C3+1 I C3+1 I C3+1 (33+21 C3+1 I C3+1 C3+1 C3+2 C3+1 C3+IIC3+IIC3+21 C3+1 C3+1 C3+1j C-3+2�3+1 1 C 21C3+1 C3+1 C3+1 THE OVERHANG HEIGHT IS Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 1 4 4 1 4 5 15 1 5 1 5 —5 0 EXEMPTED FROM WATER P-hook 3 1 3 3 3 3 3 3 1 3 1 4 1 4 4 M451 1 5 5 6_L 6 1 6 1 6 7 7 7 1 7 . 8_ 1 8 1 8 1 8 INFILTRATION RESISTANCE. USED IN EXAMPLE ON SHEET 9 PR00VCpRCVjgft CAM with tb.ne" 4 M ' Date TABLE Bl: DLO WIDTH NOM.PANEL WIDTH-8-9/16" act TABLE NOTES: Water-Limited DLO HEIGHT=DOOR HEIGHT-11-1118" Design Pressure PANEL HEIGHT=DOOR HEIGHT-2-1/2" `-"�;OY LNI 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE .......... LESSER VALUES OF EITHER TABLE I AND TABLE BI DETERMINES Sill Nom.Sill Max.(+)DIP 'ICE"'g, THE WATER LIMITED(+)DP. Riser Height Allowed NO )4114/16 4 VINYL SLIDING GLASS WINDOW NOA .58705 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR None 1.11116' See Note 2 - OVERHANG IS PER FIG 1,A SILL RISER IS NOT REQUIRED.IF SO, +DP'S SHOWN IN TABLE I MAY BE USED. 42 2-1/2' +38.7 psf DP&ANCHOR QUANTITY TABLE J R%OWSKI tGt 3)SEE SILL RISER TYPES ON SHEET 4. 43 3-112" +60.0 PSI i COPYRIGHT02017 FGT1NDusmjEs,iNc. NO CHANGES THIS SHEET. 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 44 4.1119' +eO.O psf ALL RIGHTS RESERVIED 04/05/17 5)REFER TO ANCHOR NOTES,SHEET 1. 4-5/8' +60.0 psf 1070 TECHNOLOGY DR 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING N.VENICE,FL 34275 L (941)-480-1600 SGO 5570 A,LYNN MILLER,P.E. CERT.OF AUTH.tt29296 WINDOW A NT 70F21 MD-5570W.041 A P.E.#68705 L EXAMPLE: 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE L_CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48'X 84"NOM.PANELS, @ INTERIOR POCKETSOF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. 61 CENTERLJNE CENTERLINE t CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL I r OFPANEL2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF POCKETBY OTHERS,SEE NOTE 6, F:5-- SHEET 6 '+2'h J26-30 MAX. 6. ANCHORAGE, '12'ANCHORkGE ANCHORAGE. MAX .6"MAX. SHEET 12 SHEET IUSTER I'CLUSTER, SHEET'� SHEET12 $HEET12 END ANCHORAGE EXTERIOR (MIN.I ANCHOR) SEE POCKET JAMB I SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR EXTERIOR NON-STRUCTURAL ANCHORS MAY SHEET 6 PXXX(3-TRACK) TOAID IN—\ BE ADDED IN-FIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTCRLINESEE FIGURE BELOW FOR ADDITIONAL OFINTERLOCK CFINTERLOCXA HORINFORMATION, 6. C� CENTERLINE CENTERLINE ANC _OFPANEl_I CFPANEL2 OF PANEL 3 POCKET BY r 11 EXTERIOR INTERIOR OTHERS.SEE f I f 0 NOTE 6, 0 0f 10 0 o 0 of SHEET -4 25-WMAX. L • '+2'ANCHORAGE, 6 ANCHORAGE,_j _j °+2'ANCHORAGE, MAX. SHEET11 LISTER, SHEET 11 IC3*c EXTERIOR "C3*CL LUSTER. SHEET 11 12'MAX. 21.6" FRAME �� SHEET11 SHEET11 ENDMCHORAGE V� JAMS SEE POCKET JAMB (MIN.I ANCHOR) MAX. REQUIRED T-nm ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHMT6 PXXX(3-TRACK) 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. DISTANCE,TO NEXT CLUSTER TO BE 25-3/8;'O.C.OR LESS FOR WOOD INSTALLATIONC-31-7-1 USING ANY I Head/Sill I ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb 1 5 I 1 -oDunEymm 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 fi$tmupjcir*ff%*h*cBord10E Codd "o*k 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: Acnplance No 7-Oy20•)d HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL OPT. THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE MAX. HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER T l.ENT% 6" P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: 3�A'j LYIVIV ANCHORAGE ANCHORAGE ........ DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. vi' JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS WINDOW NOA(LM) IMI 04114116 No.58705 FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL LOCATIONS OF CROSS-SECTION DRAWINGS. A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT WINDOW EXAMPLE J ROSOWSKI a 'Z S� I 0 S E B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYRI, INC. NO CHANGES THIS SHEET, 04105117 C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DR] E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. N.VENICE,FL 342�75 (941)-480-1600 '�NN MILLER,RE JAMB:SHEET3 SGD-557 A.L P-HOOK:SHEET 6 D NTS MD-5570W.0 1 A F)SHEET 21 FOR A BILL OF MATERIALS, WINDOW SILL CLUSTER ANCHORS L"OUT: SILL"+"INTERMEDIATE ANCHORS L"OUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK— PANEL CENTERLINE PANEL CENTERLINE CENTERLINE 4" CENTERLINE 4" CENTERLINE rl EXTERIOR EXTERIOR EXTERIO I R EXTERIOR EXTERIOR 2-TRACK CLUSTER"C3' 15 2-TRACK CLUSTER*C5' 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 15 10, 2-TRACK INTERMEDIATE "+I'ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLIN CENTERLINE7 NTERLINE— CENTERLINE 4- 4" CENTERLINE 4"A CE 4� EXT I OR 3.22- Exr OR 3.22"M OR EXT 1 0 EXT 1 0 1221, rRl ERI ERI ERI R 3-TRACKCLUSTERC3' 3-TRACK CLUSTER"C5* 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRA I CK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS *-l'ANCHOR LOCATION *+2'ANCHOR LOCATIONS *+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERUN 4" CEUTERLIN CENTERLINE CENTERLINE CENTERLINE 4" 4" 93.2TI EXTER10 1 3.22" EXTERIOR OR EXTERIOR EXTERIOR 4-TRACK CLUSTER 4-TRACK CLUSTER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 'C3"ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '-l"ANCHOR LOCATION "-2*ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2.)TRACK-TO-TRACK I DISTANCE IS 2.375" W2-375" 2)TRACK-TO-TRACK I FOR ALL SILLS: DISTANCE IS 2,375" 2.376 FORALLSILLS: t-1--f 12 y I/,/// 5 /V/v FIGURES PERTAIN TO THE FOLLOWING SILL P-hook 1 7 CLUSTER ANCHOR LOCATIONS: VINYL SLIDING GLASS WINDOW NOA(LM) 04/14116 No.58705 ANCHO Z LOCATIONS A J ROSOWSKI moblicrREVISM A 1)3 7;z' s COPYRIGHT020"PG INDUsTRiEs.m. NO CHANGES THIS SHEET. 04/05/17 -!—PJyL-R-J,km.Fwiu ALL RIGHTS RESERVED HeadlSill latc-do "",9/ ....... Jamb 70 TECHNOLOGY DR UZI on"No 17-0 -20.1Z 01VAL IF N.VENICE,FL 34275 note It I I I I I 110, f--nOOK I T (941)_480_1600 IGD-5570 111 NTS III 11 OF 21 I'll MD-5570W.014�1 A] I Ii- L, — A.LYNN MILLER,RE. WINDOW Poo P.E.#58705 on HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR AS=OR PANEL INTERLOCK 4" 4 PANEL— CENTERLINE 4� PANEL_ CENTERLINE7� CENTERLINE CENTERLIN CENTERLINE 4" EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'C3' ID 2-TRACK CLUSTER*CF ID 2-TRACK INTERMEDIATE 10, 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "-l'ANCHOR LOCATION '+2*ANCHOR LOCATIONS *-3"ANCKOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLO K INTERLOCK PANEL PANEL PANEL C"7 ERLINE-7 NTERLINE::] CENTERLINE 4" CENTERLINE7 '�4- CENT CE 4.75" CENTERLINE 4" - 1/ 7 EXTERIOR 3.22" EXTERII R EXTERI R EXTERIO EXTERIOR 3.22- 3-TRACKINTERMFDIATE 3JRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK CLUSTERC3* 3-TRACK CLUSTER*CS' *-l"ANCHOR LOCATION LOCATIONS ANCHOR LOCATIONS ANCHORLOCATIONS *+3ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR CK PANEL PANEL PANEL INTERLO INTERLOCK CENTERLINE CENTERLINE 7 "7 CENTERLINE 4 CENTERLINE 4" CENTERLINE EXTE IOR EXTERIOR EXTERIOR EXTERIOR I EXTERIOR 15 4-TRACK CLUSTER 4-TRACK CLUSTER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 2' 4-TRACK INTERMEDIATE LOCATIONS 'C5'ANCHOR LOCATIONS "tl'ANCHORLOCATTON 15 ANCHOR LOCATIONS.+ ANCHOR LOCATIONS NOTES: Ft 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTER EDIATE AN HOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK 0- ��K T DISTANC�TIS 37 t2.375" 2)TPj"CK 0-T 9K FOR ALL HEADS: DISTANC�TJS 2.R37�1 W2.375- FOR ALL HEADS: N'jil 11 lift,I Head/Sill 1 911) 0'ov LYNN Fl NING HEAD ........ CLUSTER ANCHOR Lo CATIONS, P-hook 7 %JGENSZ�,. e, No.587o5 VINYL SLIDING GLASS WINDOW NOA(LM) b4114/16 6 ANCHOR LOCATIONS B 114-1 J ROSOWSKI F PRODUC r Rrvmm COPYRtGHT92017 PGT INDUSTRIES,NG. NO CHANGES THIS SHEET. 4$-Mpj*g with tb.Fwi& 04/05/17 ALL IGHTSRESERVED _ "Ri 64 1070 TECHNOLOGY DR AmoomeNo 17-042a-bt ONAL I P-hook 7 N.VENICE,FL 3427 6 17-1 (941)-480-1600 GD-505W70 WIND III NTS 120F21 Jill MD-5570W!014�j A A.LYNN MILLER P.E. IS A&Oftif P H V-kd_ P.E.#88705' P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS; --►I �—"— 2.375" —, u u N 'r— 4.75" r—�f— 7.125" � tlG MAX. Heed/Sill C3+1 21.6" 21.6" 21.6" Jamh 5 MAX. MAX. MAX. P-hook 7 O.C. EXTERIOR O.C. EXTERIOR O.C. EXTERIOR ET r~� OPT.ANCHOR� TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6" 6" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX, MAX. MAX REQUIRED TO MEET MIN.EDGE DISTANCE RACK FRAME 4-TRACK FRAME CONSTRAINTS.IN CASE H M ODD 2-TRACK FRAME 3-T JAMB ANCHORS JAMB ANCHORS JNUMBER OF ANCHORS,THE MAJORITY MAY AMB ANCHORS BE TOWARD THE INTERIOR OR EXTERIOR. 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.500" PER END @ 1"X.500" I SILL SILL \ SILL EXTERIOR EXTERIOR EXTERIOR (3)TRACK WEEP HOLES 6"MAX. EVERY 24"@ 1.125"X.1 90'; (6)TRACK WEEP HOLES _ (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190'; EVERY 24"@ 1.125"X.190';1 TO AID IN 24"@ 1.375"X.500- (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.375"X.500- 24"@ 1.375"X.500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) OF ANCHORS REQUIRED IN THE P-HOOK. \\.� ONY LYNNM FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB P•H00 ANCHOR LOCATIONS: - P\•' F •(���� * ; No.58705 VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 / It o ANCHOR LOCATIONS C m" J ROSOWSKI _ if I� a ® �DUC�With th FlorMs %O�. E �;' coPrRlGHrozon PGT INousrRlEs,INC. d NO CHANGES THIS SHEET. 04/05/17 N99N, cea. �s '•�OR..... ALL RIGHTS RESERVED Aecepleaee N. I -o42r,•16 ',S''OVAL 00\ Head/Sill C3+1 1070 TECHNOLOGY DR , a� D81e—$-L-` � rrrrrinllttt%\ Jamb 5 N.VENICE,FL 34275 P-hook 7 - SGD=5570 A.LYNN MILLER,P.E. (941)-480-1600 NTS 130E 21 MD-5570W.O�z� A ea[lu4 P4uduea'eaobad CERT.OF AUTH.#2929fi ",WINDOW ul N P.E.#69706 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90' CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING 8(r CORNERSLL ANCHOR LOCATIONS: 90" 4" 4" >4" 4" 4„ 4„ 4" 4, o o Head/Sill C`3)1-11 0 o Jamb 5 3.22„ EXTERIOR 3-22 EXTERIOR I P-hook 7 2-TRACK 90°CORNER n 2-TRACK 90°CORNER 'C4'ANCHOR LOCATIONS �J 'C8'ANCHOR LOCATIONS 2-TRACK90°CORNER EXTERIOR _ 6"ANC OR'LOCATIO90 EXTERIOR (USE WHERE-CT IS SPECIFIED) (USE WHERE°C6°IS SPECIFIED) •C4°ANCHOR LOCATIONS R 'C6"ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) � (USE WHERE'C5'IS SPECIFIED) 0 4" 4 4" „ 4„ 4" 4„ FIL4„ 4„ 3.22" 3.22" 3.22" EXTERIOR EXTERIOR PRODUCII'@EV 3-TRACK 90°CORNER ft 3-TRACK 90°CORNER 3-TRACK 90°CORNER EXTERIOR 3-TRACK 90'CORNER EXTERIOR ��p� with tk�y 'C4°ANCHOR LOCATIONS V °C6"ANCHOR LOCATIONS °C4"ANCHOR LOCATIONS "C6°ANCHOR LOCATIONS h� 4eode ^d4ZO°/6 (USE WHERE°C3'IS SPECIFIED) (USE WHERE•C5"IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) Awmpisu yo ,' 4 4„ " 4„ ``�.NON....... 4 o P��•.• LICENSE'•%(�'� 4„ No,58705 •� 4 �,�'•. STA E O X40 3.22„ 4" 3.22" ':�s'•c�oRIOP..•'G�C�\� EXTERIOR 4-TRACK 90°CORNER EXT IE�RIIOR EXTERIOR EXTERIOR 4-TRACK go' L'O'CATIONS y ^Cq°ANCHOR LOCATIONS 'C6'CK 90*CORNER ANCHOR LOCATIONS °C4°ANCHOR LOCATIONS 'C6°ANCHOR LO CATIONS v (USE WHERE'C3'IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) (USE WHERE°C3"IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) A.LYNN MILLER,P.E. P.E.#58705 NOTES: FIGURES PERTAIN TO THE FOLLOWING 0'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: MI VINYL SLIDING GLASS WINDOW NOA(LM) 1 04/14/16 90" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS Dm J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. c t Head/5111 C3 1 Jamb 5 3 TRACK-TO-TRACK coPVRICHT®zo17 PGTINDUsTRIEs,INC. NO CHANGES THIS SHEET. �A 04/05/17 ALL RIGHTS RESERVED P-hook 7 DISTANCE IS 2.375" 2.375" 2.375" 1070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 (941)480-1600 SGD-5570 CERT.OF AUTH.928796 WINDOW 11 NTS 140F21 c MD-5570W.0 $ A FIGURES PERTAIN TO THE FOLLOWING HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: F VING 135'CORNER SILL ANCHOR LOCATIMS: A� 4" 4- 4!' l 4nA Head/Sill I VW1 eERIORI EXTERIOR 4 3.22" t Jamb 135°CORNER EXTERIOR 4" EXTERIOR -hook "C4'ANCHOR ID 2-TRACK 235° 2-TRACK t35°CORNER C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 2-TRACK 135°CORNER (USE WHERE T3-IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) "C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE IS SPECIFIED) (USE WHERE'C61 IS SPECIFIED) 44" 4" 4" 4" EXTERIOR EXTERIOR p k�EZ.Rll'.R EE�XjTERIOR X_TE 3.2Z` 15 3.22" 3-TRACK 135°CORNER 3-TRACK 135'CORNER 'C4'ANCHOR LOCATIONSICS,ANCHOR LOCATIONS 3-TRACK 135'CORNER 3-TRACK 135°CORNER PR0DVCAREVf$M (U (USE WHERE'C3"IS SPECIFIED) SEWHERE C5"IS SPECIFIED) 'C4'ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS Aa (USE WHERE"C3"IS SPECIFIED) (USE WHERE'CS"IS SPECIFIED) A bat 44. 4!' 4" 4- 4" 0 LYNy. Af m Vic N19,� 4" No.88705 S 4' EXTERIOR p -0, -YTERIOR EXTERIOR STATE OF EXTERIOR Z, 3.2 4-TRACK135°CORNER 4-TRACK 135'CORNER 'l ORI D P— ........ ON ll�l 'C4'ANCHORLOCATIONS ANCHOR LOCATIONS 4-TRACK 135'CORNER -1-TRACK135*CO ER "I,, (USE WHERE-CS'IS SPECIFIED) (U-C4 RN 'ONAL (USE WHERE-C3-IS SPECIFIED) 'ANCHOR LOCATIONS ANCHOR LOCATIONS SE WHERE"C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 'I�-41426 0 P4- E2 1.R A.LYNN MILLER,P.E. NOTES: ,!P.E.#58705 FIGURES PERTAIN TO THE FOLLOWING 135'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE VINYL SLIDING GLASS WINDOW NOA(LM) jJj 04/14/16 SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E jj�j J ROSOWSKI HeacV$Ill I (8�1 1 3)TRACK-TO-TRACK COPYRIGHT02017 .1 DusTRiEs,wc, NO CHANGES THIS SHEET. 04/05117 p 1 iahmoollk 57 DISTANCE IS 2.375* W2.375" W2,375n ALL RIGHTS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34276 (941)-480-1600 SGD-6570 CERT,OF AM.#2910 WINDOW NTS 15OF21 J� MO-5570W.0 A HEAD SPLICE ANCHORS LAYOUT(a)INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT(a)-INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOWING SPLICED SILL ANCHOR LOCATIONS: SPLICE 4 SPLICE LOCATION LOCATION SPLICE SPLICE LOCATION 4" 4" LOCATION EXTERIOR EXTERIOR 3.22' EXTERIOR EXTERIOR I Reawsill I rc3F,I J lu 2-TRACK SPLICE 2-TRACKSPLICE 2-TRACK SPLICE 2-TRACKSPLICE-C4.ANCHOR LOCATIONS 'CV ANCHOR LOCATIONS1--ambnoox 5 7 'C4'ANCHOR LOCATIONS C6"ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE*C5'IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION-7 r�4�76' LOCATION—] 4�' LOCATION 4, LOCATIOL] 4- EXT 0 1 R 4" EXTERIOR 3.22" EXTERIOR EXTERIOR. 41 ERI ERIC ERI ID 3-TRACK SPLICE 3-TRACKSPUCE 3-TRACK LO CATIONS 'C'v 3-TRACK SPLICE ANCHOR LOCATIONS -06"ANCHOR LOCATIONS 15 C41 ANCHOR CATIONS ANCHOR LOCATIONS (USE WHERE"C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE'C5"I8 SPECIFIED) SPLICE 4.75" SPLICE SPLICE SPLICE UO—N-7 LccATtoN-7 4/1-1 LOCATION7 LOOATION7 4" SPLICE LOCATION as—Pbtcg with fla Fll& A No 17- I s-Dot. (4 7- Z EXTERIOREXTERIOR OkY LY OR -4'22" 4-TRACK SPLICE4-TRACK SPLICE C4*ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 4-TRACK SPLICE IG 4-TRACK SPLICE '04"ANCHOR LOCATIONS ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE"C3-IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) w NO.58705 0 NOTES: tcLORIDP,.=SCS 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. f'ONA FIGURES PERTAINTOTHE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.El 58705 3)TRACK-TO-TRACK VINYL SLIDING GLASS WINDOW NOA(LM) 11104114/16. DISTANCE IS 2.375" 2.3751, W2.375' FOR ALL HEADS AND SILLS; I ANCHOR LOCATIONS F m J ROSOWSKI COPYRIGHT020'17PGTINDUSTRIES,INC. r NO CHANGES THIS SHEET. 04/05/17 HeadlSill I (C*l 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RIGHTS RESERVED Jamb 1 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1970 TECHNOLOGY DR P-hook 7 N.VENICE,FL 34275 SGD-5fft�480-1600 If�G70 55 WINDIR�M WINDOW NTS I�16OF2�11� Agn-59mWo 9121A rpflo�---5.875�I O O 10.635 Q 100 O 1}�{r 540 .125 46 •550 291 061 762 o p��12 0 p po 81 .50x0 U 1062 .930 �1- 1.928 �-+-❑ FRAME SCREW 301 INTERLOCK CAP, 10 2 TRACK HEAD/JAMB © 4 TRACK SILL 7o COVER(PVC) ®ANCHOR PLATE 09 TRACK INSERT 10 EXTENDED POCKET 5.178 1.000 252 231 �.060 -^j 2.060 I+- .100-� j-I 062 1.613 I .080 r--- 8.250 -j 250 � p�p 1.435 �OfO p .9491 '-7 � 1.983 1.813 DK"t';WMAI 1.681 - 4--•062cm❑.100 ❑ J 1�BOTTOM SUPPO RAIL 12 OUTER TCOVERSILL 13 COVER SILL CK 17 P-HOOK ADAPTOR 18 P-HOOK O 3 TRACK HEAD/JAMB ®3 TRACK SILL 229 .094 125 540 291 061 2.975 2.141�� 3.000 10.625 •540 075 00 626 16�U 500 I___2.607 �I 1.406 a p❑�ar� I 0.100 0 �•- 4--.062 ��11x.062 329 1.813 p o� 1.6+81 19 0 KEEPER 2 2 23 FIXED PANEL CLIP 100 Q® ® 0 KEEPER © O BAR COVER BAR©BAR FORCEMENT PLATEREINFORCEMENT @ 4 TRACK HEAD/JAMB 02 2 TRACK SILL -2.511- 2 511- a 2.838-� -y 1.570 rte- 1.625 - -y 1.595 r- 1.595 r-- -,309 2.696 .080 2.0 3.483 .125 1 070 .075 4.635 4'278 .100 L_ 2.833 2.368 2.768 .400 2.768 F 2.210 .090 2.116 .300 � B 2'025� 312 � � ❑ � � ®INTERIOR JAMB COVER -.I 1- .120 ,182 .120 If-.182 12.710 O 1.875 110 If 120 2.291 .100 00 AND STILE OM © AND STILE REINFORCEMENT, R INFORCEMENT, REIN ORCEMENT 30 INTEROCK ADAPTER 31 ADAPTER INTERLOCK 32 ASTRAGAL ADD-ON 33 AND BOTTOM RAANEL STILE, L REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT 3.328 I►-3.345 NOTES: --3.452-1 1.472 919 1)SEE SHEET FOR vnooucraEv� 125 3.209 .060 3.713 090 J- SILL RISERS. ��Plx�With the ri"ib 125 3.345 bu I.k ed. 2.175 .046 0 3.247 �.060 Acocpliace No -6 20.16 2)SEE SHEET 20 "pli t4on pate z .070 .065 919 FOR SCREEN PARTS. 1 I-�.229 v Imo- L� 300 1.170 M+•m'P e4 roduet Cea4u! 135°CORNER 135°CORNER 0135'CORNER ©135°CORNER 090°CORNER 090°CORNER 90°CORNER 3)ALL DIMENSIONS ASTRAGAL ©PASSIVE MOUNT 37 ASTRAGAL CAP, 8 ASTRAGAL CAP, 39 ASTRAGAL 40 ASTRAGAL CAP, 41 ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR `\�. GNY LYNN�� - .912 912 .210 252-1 .173 No.58705 065 VINYL SLIDING GLASS WINDOW NOA(LM) M 04/14/16 1.261 .082 p 1.261 O 1.261 1.261 1.261 0 X11 I EXTRUSIONS t J ROSOWSKI •• G ; 80 7/16„ 0 7/16" 82 1-1/16 83 1-1/16" 84 1-3116' COPYRIGHT®2017 PGT INDUSTRIES,INC. NO CHANGES THIS SHEET. a� 04/05/17 (�` ."<ORID?.•' \�: 81 0 SQUARE BEAD BEVELED BED OBEVELED BEAD 0 OGEE BEAD OGEE BEAD ALL RIGHTS RESERVED �� S 1070 TECHNOLOGY DR ��,i�'�NA1ION"" N.VENICE,FL 34275 (941)480 1600 to SGD-5570 NTSIII 18 OF 21 a MD-5570W.0 9 A A LYNN MILLER,P.E. CERT.OF AVTH.#29298 WINDOW z P.E.}i 58705 Z)INSTALL ATTACHME-NT JAMB TO HEAD 1)INSTALL HEADER BLOCK TO HEAD (4)ANCHOR CLIP INTO CLIP INTO ASSEMBLY TYPE AS USED H o PANEL FRAME INSTALL ONE BLOCK AT EACH fA HEADER IN INSTALLATION, STILE &SUBSTRATE, INTERLOCK.AT ASTRAGAL, BLOCK TABLE A,SHEET 1 SEE TABLE I INSTALL ONE BLOCK THAT _q2k. 0 SPANS BOTH PANELS.SEE HI 93 13)#IOX BL 1.5"SMS SHEET 17 FOR INSTALLATION 3)#8X o DETAILS OF ADDITIONAL HEADER BLOCKS. 00 FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE 23 PANEL MIDSPAN OF EACH FIXED (2)1/4" CLIP PANEL-TO-FRAME JAMB LOCATION. X 2-1/4"SMS #8 x V, SMS(9D7 21 BAR COVER (4)#10 X2"Sh 3 85 22 REINF.BAR 91 #814 1-114"SMS KEEPER to JAMB TO SILL ASSEMBLY KEEPER TO JAMS ATTACHMENT LOCKING JAMB REINFORCEMENT PLATE EDT ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER 19 @ 34-1/2-MAX O.C. OXXXSHCIWN (4)#10 X 2"SMS buid �y Code 60 INTERLOCK INTERIOR AM(nj..No I CLIP COVERr Dat7- -Z: INTERLOCK NOTES EXTERIOR 24 REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. I t t I BOTTIL 94#lox 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. Y LYIVA111111 tt SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. ...... SUPPORT 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#6,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. E (2)#10 X 1"SMS THROUGH SUPPORT,@>� VINYL SLIDING GLASS WINDOW NOA(LM) 04114/16No.sa705. INTO PANEL 93#lox PANEL ACCESSORIES INSTALLATION �,t J ROSOWSKI _u 1-1/2"SMS ASSEMBLY '_t 1 17.- '..4 Q�— INTERLOCK SILL RETAINER M 17- ALL PANEL CORNERS COPYRIGHT020 7 TINDU MINC, CORRECTED#96 AA 04/05/17 T"E CLIP ATTACHMENT ALL RIGHTSIRESERVED WELDED,NO ASSEMBLY 1070 TECHNOLOGY DR INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE FL 34275 941 80-1600 SG -5570 NTS 19OF211j MD-5570W.0 RUTH.#28298 .';;�W 9LYNNI MILLER,RE BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: DO 3 R 5 DD 125 106 102 //,-e IDS 5 123 132 111 108 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 13D EXAMPLE 175 33 102 111 32 131 108 ❑ 121 ill 100 3 R(D 115 R&3R(D HORIZONTAL SECTION EXAMPLE 122 120 104 102 HORIZONTAL SECTION 1.081--1 1.081 EXAMPLE 1.202-1 1.778 1.778 - 935 .876 YLA -A .875 1.020 i .050 .050 .045 Ji- -;4-7 SCREEN &SCREEN SCREEN OXO 1.993 1 E SIDE RAI ASTRAGAL, L RAIL LATCH ADAPTER 1993 i @FRAM L, & .062 a 062 SBOX SCREEN BOX SCREEN BOX SCREEN TOP RAIL (BBOTTOM RAIL @SIDE RAIL 1435 OR .765 .782 .725 D , , @ 3— — iol 113 11a 1.020 1.593 —11.373 1--- 128 120 F- 1 .040 f .062 AIR(50 SCREEN VINYL FRAME SILL 0 0 1 63 S 066 11L��-01 2 R&RG) ASTRAGAL SCREEN PRODucrREVISM 0 124 ADAPTER ADD-ON me r4dtk L 107 ---.-4 1---.372 q9 .062 L—L -pleclv, 8BOX BOX BOX SCREEN LIG m Daw SCREEN 8SCREEN 8OX0 L [,Lt.- INTERLOCK SNAP-ON ASTRAGAL roduat VERTICAL SECTION BUG FLAP ADAPTER EXAMPLE VERTICAL SECTION t1 I t I1 1, EXAMPLE NOTES: 01AY LYNIV 1306 1)ALL DIMENSIONS IN INCHES. 1-.487 . s .060 VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16No.58705 ro5o 055 0'\ 1.487 SCREEN DETAILS J ROSOWSKI L BOX SCREEN BOX SCREEN BOX SCREEN HEAD tos ASTRAGAL1Q8 AND JAMS ADD-ON COPYFUGHT*2017 PGTINDIJSTRIES,Wa NO CHANGES THIS SHEET. @SILL ADD-ON -ISA�Fp q04/O5/17 ADAPTER ALL RIGHTS RESERVED S"7 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-1600 rSGD-5570 NTS 2 MILLER,P.E. CMT.OF AUTH.M296 Al WNDOW 0OF21 jj�j MD-5-570W.091 A TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material # Part# Description Materiel 1 19001 2-Track Head/Jamb Rigid PVC 42 19085 SIII Riser-(2-112") 6063-"f6 Alum. 100 12256 Box Screen Top Rail 6083 TS AI 2 19002 2-Track SIII Rigid PVC 43 19022A Sill Riser-(3-1/Y) 6063-T6 Alum. 101 12257 Box Screen Bottom Reil 6083 TS AI 3 19025 3-Track Head/Jamb Rigid PVC 44 19D23A Sill Riser-(4-1/16") 6063-TU Alum. 102 12258 Box Screen Side Feil 6063 76 AI 4 19026 3-Track Sill Rigid PVC 45 19024A Sill Riser-(4-5/8") 6063-T6 Alum. 103 64428 Box Screen Interlock 6063 T6 AI 5 19027 4-Track Head/Jamb Rigid PVC 6D 718609W .187°x.320°Finseal(Stile) 104 17347A Box Screen Snap-on Bug Flap 606376 At 6 19028 4-Track Sill Rigid PVC 51 71695K 1-1/2"x 1"x 3/4"Fin Seal Dust Plug 105 64345 Box Screen OXD Astragal Adapter 6063 T6 At 7 19009 Frame Screw Coker Rigid PVC 52 71696 Dust Plug 106 17349 Box Screen Astragal Adapter 6063 T5 AI 8 19031 Anchor Plate 6063-T6 Alum. 60 419041 Interlock Clip Cofer PVC 107 19039 Box Screen Frame Sill Add•on 6063 TB AI 9 19007 Track Insert 6083-T6 Alum. 61 78153X Tandem Roller Assembly SS 108 19038 Box Screen Head/Jamb Add-on 6063 TB AI 10 19084 Interlock Cap-Extended Pocket Rigid PVC 62 78153N Tandem RollerAssembly Nylon 109 72DXlX #14-20 x 1"MS @ Top fall SS 11 19036 Bottom Rail Support 6063-T6 Alum. 63 78X75FPTX #8 x 3/4"Ph.FH SMS @ Roller&Relnf. SS 110 720XI12X #14-20 x 1-1/2'MS @ Bottom Rail SS 12 19006A Outer Sill Co%er 6063-T6 Alum. 64 41SD42 Frame Header Block Nylon 111 717930 Wstp,.270"x.150'-Fn Seal 13 19011 Sill Track Cover Rigid PVC 65 48052 Roller Adj.Hole Plug PVC 112 61805K Wstp,.18T'x.600'@ Bug Flap 17 19032 P-Hook Adapter 6063-TB Alum. 66 44385 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller Nylon 18 19020 IP-Hook 8063-T6 Alum. 67 76X114FPTX #6 x 1-114"Ph.FH SMS @Bumper Stop SS 114 78RAX HD Roller SS 19 19047M Extended Keeper 6063-TB Alum. 68 71698G SIII Plug PVC 116 1995aries Screen Liking HarrfHare Steel 20 19029M Keeper 6063-TB Alum. 69 78185X Gemini Mortise Lock w/long Trim plate Steel/SS 116 419053 Screen Keeper Steel 21 19014 Reinforcement Bar Co%er Rigid PVC 70 71032X1FPFX 1032 x 1"Ph.FH MS @ Lock SS 117 76X1 PPA #6 x 1"Ph.PH SMS Steel 118 1692!314 Screen Spline-.lW'&.165' Vinyl 22 19030 Reinforcement Bar 6005-T6 Alum. 71 �radas Handle Kit Cast Znc 119 1816027 Screen doth Fiberglass 23 19037M Fixed Panel Clip 6063-TB Alum. 72 19054 Interlock Retainer Clip Nylon 24 19035M Reinforcement Plate 6063-T6 Alum. 75 Kommeding 4SG TPS Spacer System TABLE E:STANDARD SCREEN 25 19017M Top Rail,Bottom Rail and Lockable 6005-T5 Alum. 76 Quanex Super Spacer nXr with Hot Melt Butyl See Sheet 10 for # part# Description Material 26 19048 Reinforcement Composite 77 Quanex Duraseal Materials 120 12033 Screen Frame Rail 6063 T5 At 27 19018M Interlock.300 Reinforcement,Std. 6005-T5 Alum. 78 Cardinal XL Edge Spacer 121 12026A Screen Frame-Side Rail(Latch) 6063 T5 AI 28 19013M Interlock ADD Reinforcement,HD 6005-T5 Alum. 79 Dow Coming 995 or GE-7700 Backbedding Silicone 122 17363 Screen 0)0 Astragal Adapter 6063 T6 AI 29 19019M Astragal Reinforcement 6005-T5 Alum. 80 19090 7/16"Square Bead Rigid PVC 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 30 19083 Extended Pocket Interlock Adaptor 6063-TB Alum. 81 7/16"Beteled Bead Rigid PVC 124 190126 . Frame Sill Screen Add-on 6063 T6 AI 31 19005 Interlock Adaptor Rigid PVC 82 19044 1-1/16"Be%eled Bead Rigid PVC 125 6FP95K Bug Flap,85+/-5 duro. Vinyl 32 19008 Astragal Add-on Rigid PVC 83 19045 1-1/16"Ogee Bead Rigid PVC 128 78X112PSATS #8 x 1-112'Ph.PH SMS(Assembly) SS 33 19004 Panel Stile,Top/Bottom Rail Rigid PVC 84 19016 13/16"Ogee Bead Rigid PVC 127 712027 Comer Key Wheel Assembly(Standard) Nylon 34 19040 Interior Jamb Cover 6063-76 Alum. 85 71725K Setting Block 112"x 4"x 1/16',85+/_5 dura. Neoprene 128 712027SS Comer Key Wheel Assembly(HD) SS 35 19076 135°Comer Astragal 6063-T6 Alum. 88 71726K Setting Block 1°x 4"x 1/16',85+/_5 dura. Neoprene 129 wades Screen Locking Hardware Steel 36 19077 135°ComerAstragal Passive Mount 6063-T6 Alum. 90 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 130 710X34PPSOAX #10 x 314"Ph.PH SMS @ Screen Ast. SS 37 19079 135°Comer Astragal Cap-Ext. Rigid PVC 91 78Xll4PHPT410X #8 x 1-1/4"Ph.PH SMS @ Reinf.Bar SS 131 7BX12PPSMSX #8 x 112"Ph.PH SMS @ Door Ast. SS 38 19080 135°Comer Astragal Cap-Int. Rigid PVC 92 710X1PHPT18-8X #10 x 1"Ph.PH SMS @ Rail Support SS 132 1692/3/4 Screen Spline-.145" Vinyl 39 19078 90°Comer Astragal 8083-T6 Alum. 93 710X115PPX #10 x 1-1/Y Ph.PH SMS @ Fxd.Pnl.Clip SS 133 1816020 Screen Cloth Fiberglass 40 19081 90°Comer Astragal Cap-Ext. Rigid PVC 94 710X2.5PHPT18-8X #10 x 2-1/Y Ph.PH SMS @ Relnf.Plate/Ast. SS 41 1 19082 90°Comer Astragal Cap-Int. Rigid PVC 95 71420X2.25FPFX #12 x 2-1/4"Ph.PH SMS @ Hdr-Block SS 96 710X1.75PPX #10 x 1-3/4"Ph.FH SMS @ Keeper SS pNY(LYNN 97 710X34PPX #10 x 3/4"Ph.PH SMS @ Ext.Pkt.Ini. SS • 90 710X2PPX #10 x 2"Ph.FH SMS @ Keeper SS �P��.•' L ICENgF ����i 7tr No.58705 VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 PARTS LIST m J ROSOWSKI �0�'•, SO �7. 'W MODUCritum p IDN COPYRIGHT02017 PGT INDUSTRIES,INC. NO CHANGES THIS SHEET. 04/05/17 bx Yr adag wfm dm i'lorrda '.��ss'F��R..... •G��` ALL RIGHTS RESERVED 9 AerePreateNO (-7_0g26•/6 i;ONAL EN��`` NOTES: 1070 TECHNOLOGY DR aha filfa Dale c rte) rr r r r I I r r 11 1)ITEMS#14-16,46-49,53-59,73,74&87-89.98&99 ARE NOT USED AND N.VENICE,FL 34275 ARE NOT PART OF THIS APPROVAL. (941)480-1600 1 FISGD-5570 a A LYNN MILLER,P.E. CERT.OFAUTH.429295 WINDOW NTS y 21 OF 21 ox MD-5570W.0V A .r'iLKy roduq Caohal P.E.#58705