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HomeMy WebLinkAboutNOA-VYNIL SLIDING GLASSDOORRECEIVED N11AM1•DADE MIAM[-DADS COUNTY e PRODUCT CONTROL SECTION J U L 2 6 2019 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 +l le Ci� u��"'itt�rrt + www.miamidad&gov/cconomy NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. _ 1070 Technology Drive, North Venice, FL 34275 SCOPE: �J 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 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 n 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 is approved as described herein, and has been designed to comply with the Florida Building Code, product including the High Velocity Hurricane Zone. DESCRIPTION: Series "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass DoorNOA (LM)", sheets 1 (j through 21 of 21, prepared by manufacturer, dated 10105115, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. �1 l v J MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, state 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 change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-1210.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. Approval Date: Date: April 14, 2021 September 28, 2017 IWO Pagel F mv PGT Industties, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0, titled "Vinyl Sliding GIass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. 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 vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 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, 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 8546, dated 11106115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. 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 -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Me., Test Report No: FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. 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 -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasencia, P.E. Prodt ct Control Unit Subervisor Expiration Date: April 14, 2621 Approval Date: September_28, 2017 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. 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 -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. 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 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12104/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. 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 vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated I 1/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA Xo. 11-0107.04) 8 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 -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12106/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No.11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted antler NOA No.15-1210.01) orge M. Plasencia, P.E. OA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS — 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for r their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USAjnc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOANo. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas© (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their ".Trosifol® UItraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M. Plasencia, P.E. NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-6th Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Tesf Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER L Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series "5570t2770" Vinyl Sliding Glass Door (Reinforced) — L.M.L", approved on 03/03/16 and expiring on 04/14/21. Jorge M. Plasencia, P.E. P duct Control UnitSuperyisor ---170A No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER -TEST PRESSURE AND GLASS PERASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD, 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC), 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVCNOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED, 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 670/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-1/2' THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 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 BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF WOO F TABLE A: Gmup Anchor Substrate Frame Member Min. Edgs Dl911V Mln. F]nbedment A 012. steel SMS (G5) or 410 S.S. SMS (rr#m 11 threads/In) P.T. SaNham P(na (SG"0.55) HaadI5ilVJamb 911 73/8' P ek 9116' 1316• Ahrminum, 6063•T6• 0.126• min. thlakness Haad1SlIVJ2mb 318" 118" P-hock 3/e• 1/e" Steel. A36' (0.060' ndn. INCkn069) Heed/SiWJamb 3/8' 0.060' P-hooh 3/8- 0..a- Steel Stud, A(l Or. 93• 0.071' rrdn. IlJcknee HesdISuVJamb 318• 0.071' (14 Ga.) P-hook 3/B° 0.071' 14 Da. 1/4' Eco Ultrecon P.T. Soulhom Pine• (SG=0.55 Jamb I' 1.3/8" P•haok 1• 1.318, 1/4• Eicc 410 S.S. CreleFlex P.T. Southem Pine SG-0.66 HaadlSllWamb 1- 1-3/0, P-hook 1' 13I8' B 012, steel mod screw (G5) P.T. Southem Pi.. SG-0,56 HBed1S8yJdmb BMW I3/8• P.h2" 9/16- I -air 1/4' Elco Ultracsn Concrete Mn. 2.65 ke0 p- a 1" 1.3/8' Heed/S8VJdmb 13/76• 1.3/6' Unpmulad CMU, ASTM C-90 Jsmb 1' 1-1/4• P4wok 1' 1-1/4' C IW Eco 410 S.S. CreteFlex Unpmulad CMU, (ASTM C•90 Jamb 1.3/4' 1-1/4' k 13/4• 1-1/4" Concrete Ms. 3.35 ks Jamb 13/16• 13/4' k 1' 1.3/4• 1/4' Elco 18-8 S.S. Cencrele Mn.2.22ks Jamb 1-112- 1-318- k 1-1/2' 1318• Unprouted CMU, ASTM G90 fflHbsadISHlfJarMb2-_211lf26 YAggro-Gatur k YP.T. SculhemPlno Jamb 1'(SG-0.551 k 1'Concrete D 1/4' Ebo Ukreoon m1n. 2,85 ka amb 2.112• 13/8' Fhock 2-1/2' 13/8• Unpmulad Ck1U, ASTM C-eO Jamb P-hock 2-1Y2' 1.114' 114' Eke 410 S.S. CreteRex Concmlo (ft9n. 3.35 kenP41ook Hoad/SIIVJamb 2-112• 1314" 2.1/2- Unpreutsd CMU, (ASTM C-90 Jamb 2-1/Y 1-1r4• P4Yook 2-V2• 1-1/4' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE•IS D, 30# ELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTAND WOOD CODESISTANDARDS USED: SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE (FBC) 6TH EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE G LASSIREI NFORCE MENT. 2) LOCATE THE SLIDING GLASS DOOR 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. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE, 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2). VERIFY THAT THE OPENING-S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. . 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. •201d FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM t1300-09 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM•2015 •AISI S100-12 •AISC W0-10 COPYRIGHT 02017 PIir INWSrRES, INC. FL 34276 Material Min. Fy Min, Fa Steel Screw 92 ksi 120 ksi 410 Screw eD ksi 110 ksi Ron Aggre-Galore 57 ksi 06 ksl Elco UIImCon0 155 ksl 177 ksi 410 SS Elco CreteFlex® 127.4 ksl 189.7 ksi 6083-T5 Aluminum 16 ksl 22 ksl A36 Steel 36 ksl 58 ksl Gr. 33 Steel Stud 33 ksi .- ksl VINYL SLIDING GLASS DOOR NOA (LM) 191 10/05/v GENERAL NOTES . 141 J ROSOWSKI UPDATED TO FBC 2017, VINYL MFG. k0 04/05/17 3GD-5570111 NTS , 1 OF 21 $ MD-5570.0 96 IMPACT RATING - RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 GENERAL NOTES. ............1 EXAMPLE CONFIGS..........2 INSTALL DETAILS..............3.6 DP/ANCHOR TABLES........7-8 EXAMPLE ............................9 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS.......11-16 PANEL TYPES..................:17 EXTRUSIONS .....................18 ACCESSORIES ..................19 SCREEN DETAILS.............20 PARTS LIST........................21 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date By ��'t .•''1yCENSF'••�����` tNo.58705 %p0 � siA �& �} •��� sS�ONAL A. LYNN MILLER. P.E. MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 1 - � MAX. UNIT / HEIGHT PER TABLES I & 2 Iz J 1-PANEL 4 CONFIGURATIONS MAX. UNIT WIDTH MAX. UNIT WIDTH -y NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 PER TABLESI & 2& 2 MAX.. UN HEIGHT PER TABLES I&2 , ' 1j MAX. UNIT j HEIGHT ° I PER TABLES I&2 , ° �m I� 1/ ' / �• /3 ° /' / Po mcN_r 1 J 3-PANEL -"r- J 2-PANEL CONFIGURATIONS CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES l; � o MAX. UNIT HEIGHT PER TABLES 1 &2 + in 5-PANEL CONFIGURATIONS a NOM. PANT PER TAB MA> HE PERTAI :L WIDTH _ES1&2 MFvc. UNII vvIuIN UNIT a GHT ;LES I & 2 / / / / / / J 7-PANEL CONFIGURATIONS NOM, PAN PER TAE MA) HE PER TA MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX.. UNIT, — HEIGHT PER TABLES 1t & 2 -L WIDTH & 2��^ NqPA. UNI t vvlu I N E ' 77LLEES--1 D UNITGHT ° iLES 1 &2 J 6-PANEL CONFIGURATIONS NOM. PAN _ PER TAE �❑d MA) HE PERTAI r J O, Y 12 voc �r IN J 4-PANEL CONFIGURATIONS Eb- MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 e MAX. UNIT HEIGHT PER / j/;2 NOT TABLES1 &2 CORNER, TYP. OUMIDE CORNER SIIOWµ INSIDE C.OIUIEA SIMLLAft PRODUCT REVISED as complying with the Florida Dullding Code NOA-No. 17-0420.06 Expiration Date 04M 412021 1 WIDTH -ES 1 & 2 MA& UNII vvIu IN ° 3 UNIT a tit a / GHT ] 3 3 3 ] I{LES 1& 2 I I � / / / roc�T 1- J 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 'X"= OPERABLE PANEL 'O" = INOPERABLE E PANEL DLO PANEL IWIDTH +1- Ly? 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN "P" =POCKET NOM. WIDTH = PANEL. 3/16° DLO HEIGHT = DOOR HEIGHT-11-1/16" ��� Qp1Y H !y \: Q�: UCErysF • ./�1 POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT = DOOR HEIGHT - 2-1/2" - F70,5 2) 90° & 135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR N09 (LM) 10/05/15 '. WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED OTHERS AND EXAMPLE CONFIGURATIONS m J ROSOWSKI c ❑ s T PE 10 3) POCKET -BY ® ' �s •'-ZoRmp- ` REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER WFYR_ INC. > s NO CHANGES THIS SHEET. �4' 04/05/17 ,.•' �''s" 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. ® TECHNOLOGY DR t IENGC1� 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' E—SHEET NUMBER ' N. VENICE, FL 34275 (941) 480-1600 SGD-5570 NTS 2 OF 21 ° ❑ z MD-5570.0 g A A LYNN MILLERi, RE. CEIiT. OF AUTK A29298 b p.Ex,„:'.�� _ DETAIL Al THRU 1X WOOD IMO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENTAND '• : `i: EDGE DISTANCE PER SUBSTRATE, SEE , TABLE A, SHEET 1 & NOTE 3, BELOW , e EMBEDMENT T q EDGE DISTANCE.*. ' IXOR2XWOOD B / BUCKSTRIP, SEE ANCHOR NOTE 3,SHEET I PLATE AT I EVERY ANCHOR LOCATION \ i DETAIL A2 2X WOOD BUCKSTRIP OR WT02X WOOD FRAMING, SEE ANCHOR — NOTE 3, SHEET 1 ­ TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER_ SUBSTRATE,SEE TABLEA, SHEET•1 & 1 NOTE 3, BELOW L EDGE DETAIL B1 ASTRAGAL FACING F.)TT. FRAME WIDTH REQUIRED IF DOOR HEIGHT IS OVER 96. O.C. DAYLIGHT 1D w4DR OPENING WIDTH I �' METAL TYP., SEE ANCHOR DETAIL C1 DETAIL D1 NOTE 4, SHEET I; MIN. OF3 INTERLOCK INTO METAL THREADS BEYOND THE METAL SUBSTRATE . �25 O� B0 82 ! EXTERIOR (4)THRC' SEE SHEEEPER @ T 9(8s II 94 I I zG 2s SEE NOTE 6, -'Ll SEE NOTE 6, 27 O_ 26 THIS SHEET 1/4" MAX THIS SHEET I I SEE 40TES, SEE NOTE 6, THIS SHEET 28 I 32 THIS SHEET --- EMBEDMENT— L• _ _ — — — ,� 48 X 3/4" SMS REINFORCEMENT SCREW; 7 63 PER STILE, LOCATED AT CENTERLINE AND 8', HORIZONTAL SECTION (XXX SHOWN) _ 9" & 12" FROM ENDS (FACTORY INSTALLED). DETAIL C2 DETAIL D2 — DETAIL B2 INTO MASONRY ASTRAGAL INTERLOCK REQUIRED IF DOOR EMBEDMENT DAYLIGHT OPENING 21 B7 HEIGHT ISOVER 9C 1/4"MAX. ►1 ��r Q ---- 22 o INTERIOR WIDTH EDGE P 7 DISTANCE I I SEE NOTE 6. THIS SHEET 7 —� XI 28 27 26 R 2s TYP. ANCHOR TYPE, O B3 23 a EMBEDMENT AND P q 31 q o c P EDGE DISTANCE I ® I ' PER SUBSTRATE, SEE TABLE A. SHEET d e d 1 $NOTE 3, BELOW I d d oe THRU KEEPER Q MAX I EX7EPoOR I �nunlF ' O.C., SEE SHEET 1 B ` n PANEL WIDTH L V -- •J CONCRETE/CMUPER ASTRAGAL MAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP & INTERIOR OR NOTES ANCHORS, SEE EXTERIORDIRECTION. 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6, THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. 2) REFER TO ANCHOR NOTES, SHEET 1. FOR ALL LOCKSTILES, O O 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ASTRAGALS, FIXED ANCHOR QUANTITIES, SEE TABLES 1 & 2. STILES AND 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL HORIZONTAL RAILS FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FOR COPYPoGHT 02077 PGTIIVDUSTPoES, 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS, ALL INTERLOCKS 27 p0 ALL RIGHTS RESERVED REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DR THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N. VENICE, FL 34275 7) SEE SHEET 20 FOR SCREEN DETAILS. �D�O HD (941}480-1600 — 1/4' MAX. EMBEDMENT VINYL SLIDING GLASS DOOR NOA (LM) Iql 1010511E INSTALLATION, HORIZONTAL;k-SECT.Ii.-I J ROSOWSKI RI NO CHANGES THIS SHEET. P9104/05/171 NTS III 3OF21 I.£1 MD-5570.0 EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED os complying With the Florida Building Codo NOA-No. 17-0420.06 Expiration Date 04/14/2021 t1•:';•• l.10ENS� �,�� � No. 5870S ' 0�•.,• STATE OF ""70NAL I0 \\ A. LYNN MILLER, P.E. 1 DETAIL E1 INTO MASONRY 1X BUCKSTRIP CONCRETE/CMU PERANCHOR REQUIREMENT 114" MAX. 5 / C ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT EXTERIOR 1/4" MAX. a GROUT AS NEEDED, SEE is IANCHOR NOTE 5, SHEET 1 e TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET EDGE �yI DISTANCE I DETAIL E2 INTO WOOD 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET EDGE 1 & NOTE 3, THIS SHEET DISTANCE C"- I EMBED- MENT 1/4" MAX. j 1X OR 2X WOOD MI BUCKSTRIP, SEE 0 � ANCHOR NOTE 3, SHEET 1 FOR LOCKSTILES, ASTRAGALS, - FIXED STILES AND HORIZONTAL RAILS FRAME HEIGHT 25 SEE NGTES. THIS SHEET EXiEF 26 G ez 114° MAX. l EMBEDMENT MAX. DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE EMBEDMENT DETAIL E4 I INTO METAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A. SHEET 1 EDGE DISTANCE EMBEDMENT 1/4" MAX. \ ZJ / TYP. ANCHOR TYPE, EMBEDMENT AND / TYP, ANCHOR TYPE, EMBEDMENT AND L EDGE DISTANCE PER SUBSTRATE, SEE L EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, -SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, #8 X 3/4' SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO -TEST REPORTS FOR I VARIES WITH EXACT DIMENSIONS. REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7 & 8. .390 —•-1 390 Iµr— e2 N42MOWN ' 1.793 1143-45 ALSO APPLY .8ru I 2,gg7 17 .060 —«- 2-1/2" = TOTAL .06 0 r=— SILL HEIGHT 1 SILL RISER 2 SILL RISER 43 �J (2-1/2' TOTAL (3-1/2" TOTAL SILL HEIGHT) SILL HEIGHT) EMBEDMENT E EMBED- .I DGE MENT . j DISTANCE EDGE TYP.ANCHORTYPE, TYP. ANCHOR TYPI DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER SUBSTRATE, PERANCHOR DETAIL F1 SEETABLEA, DETAIL F2 SEE TABLE A, REQUIREMENT INTO MASONRY SHEET 1 & NOTE 3, INTO WOOD SHEET 1 & NOTE 3, THIS SHEET THIS SHEET DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT-11-1/16' PANEL HEIGHT = DOOR HEIGHT - 2-1/2" 390 F� I 2.947 2.370 4.041 3.464 - L .060 — 060 Od4 SILL RISER SILL RISER (4-1/16" TOTAL O(4-5/8" TOTAL SILL HEIGHT) SILL HEIGHT) VINYL SLIDING GLASS DOOR NOA (LM) g 10/05/1E INSTALLATION, VERTICALX-SECT. JROSOWSKI 'YRIOHT 02077 PGT INDUSTRIES, INC. NO CHANGES THIS SHEET. 04/05/17 ALL RIGHTS RESERVED 1070 TECHNOLOGY DR �§ N. VENICE. FL 34275 (941) 480-1600" I.IISGD-5570111 NTS 111 4 OF 21 0 MD-5570.0 1911 A PRODUCT REVISED as Complying with the Florida Dullding Cod. NOA-No. 17-0420.06 Explrati.n Date04/14/2021 LY `; `��.• ViCENSP No.58705 •� �O�•, STATE A LYNN MILLER. P.E. I N' ���q 4 INTERIOR 98 MAX 18.5' O.C. 38 19 se (4) THRU KEEPER @ MAX 3.5 O.C.. SEE SHEET 19 EXTERIOR \ v 135" DETAIL G1 135• �R�O,P INSIDE CORNER �x-' 135° MAX 18.5. O.C. alWo— DETAIL (4) THRU KEEPER@ MAX 3.5- O.C„ SEE SHEET 19 4 INTERIOR EXTERIOR V 4 18.5. O.C. EXTIE�jROR 25 OR( v 90• D 41 DETAIL 1-11 33 MAX 18.5' 90' WSIOE CORNER EXTERIOR a INTERIOR 2 �Q�]Is—ZILRJJ� THRU KEEPE`'`�� I EXTERIOR MAX3.5.O.C., E SHEET 19 19 PRODUCT REVISED as comP11lng with the Florlda Building odo NOA-No. 17-0420.06 ExPlration Date 04/14/2021 NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FORANCHOR 3) ANTITIES, SEE TABLES I & 2. CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, `LYNiy�'-1/ DEPENDING ON CONFIGURATION. `t ........... DICE .4/�`C�` \ No, 58705 •� ti VINYL SLIDING GLASS DOOR NCA (LM) 0 10/05/16 * : yF = O Z ® � CORNER ASTRAGAL HORIZ. X-SECT." jt J ROSOWSKI �7op•.•, y EF�T . st coavRlaicMsIDiEs,INC. NO CHANGES THIS SHEET. a8 04/05/17 %,ri`ss/:c<ORIDP..NG\��� 1070TECHNOLOGYDR' '�i�NALi���`` N. VENICE, FL 34275 (941}"OA600 eSGD-5570 NTS 5OF 21 jx8 MD-5570.0 Viz° A A, LYNN MILLER, P. CERT.OFAUTH.92MB _P-1515BLOs_. _ - Q ID TAIL 11 OPTIONAL NON- INTO MASONRY _ STRUCTURAL ANCHORSFOR "t } INTERIOR POCKET INTERIOR 21 91 JAMB 33 2 INTERIOR POCKETS MUST ., SEE FIG 1, THIS SHEEP 30 0 INCLUDE A NON-STRUCTURAL, FRAME JAMB TO REDUCE THE :• .�. 10 POSSIBILITY OF WATER INFILTRATION. : 1/4"MAX. ,. •. •• to POCKET BY OTHERS, SEE NOTE 6 BELOW. . -. " EFAB, E MEW—'. •• • •� ' TYP. ANCHOR TYPE, EMBEDMENT EXTIIiOR EDGE AND EDGE DISTANCE PER DISTANCE -r SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW INTERIOR POCKET DETAIL 12 AS INTO MASONRY EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE •- •'• AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW _ M ;�,• T. EMBEDMENT f •••.,1Wu EXTERM `OPT. InI 1/4' MAX q ANCHOR V C CONCRETE/CMU SEE FIG 37 a PER ANCHOR THIS SHEET REQUIREMENT OO 27 EXTERIOR POCKET CONCRETEICMU PERANCHOR REQUIREMENT OPT. ANCHOR FOR DOOR HEIGHTS 96" AND LESS: 51 'M Q d FOR DOOR HEIGHTS OVER 96" MAX. O.C. TYP. ANCHOR TYPE, EMBEDMENT METAL TYP., SEE ANCHOR NOTE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. E 4, SHEET 1: ANCHOR LENGTH TO B O &NOTE 3, BELO BE A MIN. OF 3 THREADS BEYOND EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE FRAMING, SEE ANCHOR DISTANCE as complying with the Florida Building Code EDGE DISTANCE OPT. ANCHOR NOTE 3, SHEET 1 NOA-No. 17-0420.06 DETAIL 13 OPT. ANCHOR Expiration Data 04/14/2021 INTO METAL EMBEDMENT I "'`—? By • 17 OPT. 17 OPT. Mlam- a Product Control, EMBEDMENT 1/4„ ad DETAIL 14 1/4" MAX. cJ o MAX. p q o INTO WOOD EXTERIOR 10 SEE FIG 1, THIS SHEET 91 "� SEE FIG 1, THISSHEET 30 28 R 27 EXTERIOR 2, 91 EXTERIOR POCKET ���N�cENsN�I EXTERIOR POCKET F '':�� F ; `* NOTES APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 ; No. 53705 _ 1) DETAILS TO NOTES, SHEET 1. P-HOOK EXAMPLES, HORIZ. XSECT. 4J ROSOWSKI % O '. STA 2) REFER ANCHOR ® O �� '' ' 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. COXiMTo2°1T PGfRd1USTRIES,ING PYR z NO CHANGES THIS SHEET. 04/05/17 F(oR1oP. •' ���:� 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. Au wcNrsRESERve°%,`rS/ """" NAL 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR �� ri�iOfit IE 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 NTS `y 60F21 2 MD-5570.0 A A.LYNNMRLFA,.C,E _ CERT.OFAOTH.M19296 — —---"E#58%a5'�� Design Pressure (DP) and Anchor QuanUUes Required, (far all approved configurations on Sheet 2) Use this table for. Glass Types 1, 1A, 3 or 3A Astragal Reinforcement #29 Lockstile Reinforcement #25 or #26 Std. Interlock Reinforcement #27 Door Unit Height 80" • 84" 96' 68-15116" DLO Height 72-15116" DLO Height 84-15116" DLO Height Anchor Group Anchor Group Anchor Group A I B I C D A I B I C D' A B C D Design Pressure +60 / -60 ps/ +60 / -60 psf +60 / -60 psf 191/8" HeadlSill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24' DLO Width Jamb 5 5 5 5 5 5 5 5 .5 5 5 6 P-hook 7 1 7 1 7 7 7 7 7. 7 8 B 8 8 Design Pressure +60/-60psf +60/-60psf +60/-60psf 25.1/8" HeadlSlll C_ 3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 30' DLO Width Jamb 6 5 5 5 5 5 5 5 5 5 5 5 t S P-hook 7 7 7 7 7 1 7 1 7 7 8 8 8 8 5 c 31-1/8" Design Pressure +60/-60psf +60/-60PSI +60/-60psf HeadlSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 a 36, DLO Width Jamb 5 5 5 6 5 5 5 5 5 5 5 5 c P-hook 7 7 7 7 7 7 7 7- 8 8 8 8 zDesign Pressure +60/-60pSf +60/-60psf +60/-60psf 37-118" HeadlSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 42' DLO Width Jamb 5 5 5 5 5 5 6 5 1 6 5 1-8 5 6 1 P hook 7 7 7 7 7 7 7 7 6 e e Design Pressure +60/-60psf +60/-60psf +60/-60psf r4W 43-1i8' Head/Sill C3+2 C3+1 I C3+1 I C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSERVALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4.TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE / CONSIDERED, SEE TABLE BI, THIS SHEET. f # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TABLE 131: Water -Limited (+) Design Pressure Sill Poser Nom. Sill Height Max. (+) DP Allowed None 1-11116' See Note 2 42 2-1/2' +38.7 psf 43 3-1/2' +60.0 psf 44 4-1116" +60.0 psf 45 1 45f8° 1 +60.0 psf FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS 2 EQUAL TO OR GREATER THAN 0 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT= DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" ,11 VINYL SLIDING GLASS DOOR NOA (LM) 10/05115 M DP & ANCHOR QUANTITY TABLE m J ROSOWSKI Ll�ty. - RIGHT020W PGTWD.=RMS,1NC. NO CHANGES THIS SHEET. a$ 1 04/05/17 ALL RIGHTS RESERVED )70 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-.160D k ; a a _ _ _. _. ___ SGD5570 NTS 7 OF 21 n z MD-5570.0 x A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 ��•``ONK LYNN�'r,�i CEN � • � Na. 56705 . ��� Si :��5; • :Ftoq�D�. � G��; ''/ lJ ��`rs/ IONAL 01\�\ A. LYNN MILLER P.E. Design Pressure (DP) and Anchor Quantities Required, (for all approied configurations on Sheet 2) Use this table for. Door Unit Height Glass Types 2 or 4 80" 84" 96'1 108" 120° 68-15116" DLO Height 72-15/16' DLO Height MA5/16" DLO Height 96-15116' DLO Height 108-15/16' DLO Height Astragal Reinforcement #29 -Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Lockstile Reinforcement #25 HD Interlock Reinforcement #28 A B I C D AL B I C D A I B 1 C 1 D A B C D A B I C D Design Pressure +100/-loops( +100/400ps1 +100/-100psr +60/-65psf +60/-65psf 19.1/6' Head/SIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CS+1 03+1 C3+1- C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24' DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 5 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 B 9 9 9 9 10 10 10 10 Design Pressure +1001-100psf +i001-100psf +fool-loopsf +601-65psf +601-65psf 25-118" Head18111 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 05+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 03+1 C3+1 30" DLO Width Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6. 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 1 0 10 Design Pressure +100 / 400 psf +1001-100 psf +1001-100 psf +60 / -65 psf +601-65 psf 31-1/8° Head/SIII C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 36" DLO Jamb 5 5 6 5 5 5 6 5 - 5 5 7 5 6 6 6 6 6 6 B 6 Width t P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +1001-100 psf +1001-100 psf +1001-100 psf +601-65 psf -t601-65 psf 3DL0, Head1sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 G3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 0. 42" Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 B 6 6 6 7 6 Width c P-lock 7 7 7 7 7 7 7 7 8 ` 8 8 8 9 9 9 9 10 1 10 1 10 1 10 zDesign Pressure +1001-1 oo psf +1001-1 oo psf +92 / -92 psf' +601-65 psf +601-65 psf 431/8' Head/Sill C5+2 I C5+2 C5+2 C3+2 C5+2 C5+2 (35+2 C3+2 C5+2 CS+2 C5+2 C5+2 05+2 1 C3+1 I C5+2 1 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Width Jamb 5 1 5 1 7 5 5 5 6 1 5 5 5 9 1 5 6 6 7 1 6 6 6 8 6 P-hook 7 1 7 1 7 7 7 7 8 8 6 8 8 9 9 9 9 1 9 10 10 10 1D Design Pressure +801.80 psf _ +80/-So psf +801-80 psf +60165 psf +54.1158.7 psf 49-1/8" Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 54" DLO Width lamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 P-hook 7 7 7 7 7 7 7 7 e 8 B 8 9 9 9 9 .10 1 10 1 10 10 Design Pressure +80/-80psf +801-80psf +80/-60psf +59.1/-64psf +49.6 / -53.7 psf T11Ldt8h Head/Slll C5+3 C3+2 C5+3M17 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 Jamb 5 5 6.6 6 7 5 5 5 8 5 6 6 8 6 6 8 B 6, P-hook 7 7 77 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 ' +1-100.0 PSF FOR ANCHOR GROUPS B. C & U. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTA13LE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) OR 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. COPYRiellro2otT POriNousTwEs, 3) SEE SILL RISER TYPES ON SHEET 4. uL Rlarrrs aESERVEo 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY OR 5) REFER TO ANCHOR NOTES, SHEET 1. N. VENICE, FL 34275 (941)-480-1600 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING CERT. OF AUTK i2929a ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINTAND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: 1- DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS a:EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TARI F R9- Water-Limited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2.112" +38.7 psf 43 3-10 +60.0 psf 44 44116' +80.0 psf ' 45 4-518' +100.0 psf PRODUCT REVISED as eompl In with the Florida Building NOA-rm.��e 17-0420.06 Expiration D�ate004114/2021 ey DLO WIDTH= NOM. PANEL WIDTH - 8-9/16" \`�� rrr DLO HEIGHT =DOOR HEIGHT - 11-1/16" ����ONYLY1v/v 1l��,,� PANEL HEIGHT = DOOR HEIGHT-2-1/2" �` t .•• tCENg ••, VINYL SLIDING GLASS DOOR NOA (LM) DP & ANCHOR QUANTITY TABLE NO CHANGES THIS SHEET- NTS III 8 OF 21 �..r No. 58705 A �0 , S�rk'g :• W' '.,6`S,' .- CORIOP,. U\� �'�rS/ONAL rhrnnlNt� A. LYNN MILLER,PF 10/05/15 J ROSOWSKI �g 04/05/17 �� ;9nA kdl A EXAMPLE: Q 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET, 48° X 84" NOM. PANELS, 0INTERIOR POCKETS OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. 6" CENTERUNE CENTERUNE CENTERLINE LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, Ali I MAX. �OFPANEL 1 rOFPANEL 2 OF PANEL PROJECT DESIGN PRESSURE REQUIRED: +48.21-58.6 PSF OPT.ANCHC TO AID AUGNMEI EXT C POCKETBY OTHERS, SEE NOTE 6, SHEET 6 EXTERIOR POCKETSY OTHERS; SEE NOTE 6, SHEET6 i SPLICE NOTE: NONSTRUCTURAL ANCHORS MAY BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF SPLICE OCCURS WITHIN A POCKET. .+z• ANCHORAGE, SHEETI2 •C3"CLUSTE SHEET SEE POCKET JAMB INSTALLATION ON SHEET SILL SPLICE INTERIOR 6• CENTERLINE MAX. �OFPANEL i +2• SHEET 12 •C3• CLUSTER SHEETI2 HEAD ANCHORAGE DETAILS PXXX (3-TRACK) (CENTER I- OFINTERLOCK CK CENTERLINE OFPANEL 2 2S 3W8' MAX. s• '+2'ANCHORAGE, MAX. SHEET 12 END ANCHORAGE EXTERIOR (MIN.I ANCHOR) V _ CENTERLINE SEE FIGURE BELOW FORADDITIONAL OFINTERLOCK ANCHOR INFORMATION. HOCENTERLINE FPANEL3 +2" J ORAGE, i' '+2' ANCHORAGE, J --1 25318 MAX �:- - 1 G. SHEEP II "+2•ANCHORAGE, MAX. I . - -C3•CLUSTER, �RE.6 HEET SHEET 11 •C3•CLUSTER _ EXTERIOR 12• MAX 21.6° S11 _/ HORAGE SHEET11(MIN END N ANCOR) lu MAX. INSTALLATION ON SILL ANCHORAGE DETAILS - O.C. INTERIOR POCKETS SHEET 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 PXXX (3-TRACK) PRODUCT REVISED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF as complying with the Florida Bullding Code +48.2/-58.6 AT A NOM. PANEL SIZE OF 48" X 84"- FROM TABLE 1, SHEET 7, THE END PANEL ANCHOR EXCEPTION: flop -No. 17-0420.06 1110 DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Data 04/14/2021 PRESSURE REQUIREMENTS. To BE25-31a" O.C, OR LESS By FOR WOOD INSTALLATION USING ANY Headl,910 1 C3+2 11 Miami -pa ro uct control ANCHOR IN GROUP A (SEE TABLE A), TABLE I Jamb 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 1 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: s' MAX HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT CENTERLINE OFEND PANEL S'MAX. THE INTERLOCK/ASTRAGAL. FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE OPT. ANCHOR To AID IN 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 P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: `�g j LYNI1 ANCHORAGE ANCHORAGE GAL% SILL (THE INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE �����N .cENSNM�C DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. F VINYL SLIDING GLASS DOOR NOA (LM) S 10/05115 _ * ; No. 58705 FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. STRAIGHT DOOR EXAMPLE o J ROSOWSKI - LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN ® COFYRIGHrO2e1T PGT INDVSiWES, Bic. a� NO CHANGES THIS SHEET. �9 04/05/17 O •. A oP :' (v4-41� i�� ' ORION..` N C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: AtLNIDHrsNESENVED 1070 TECHNOLOGY DR �� •.... ���SS10NAL. D) SHEETS 4 $18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD &SILL: SHEET 4 N. VENICE, FL 34275 1 j111I I I I I III` E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. B ILL OF MATERIALS. JAMB: SHEET 3 SHEET (941 )4801800 SGD-5570 NTS 1 9 OF 21 ; MD-5570.0 a A A LYNN MILLEa' P'e F) SHEET 21 FOR A P-HOOK: CENT. OFAUrK029298 7/16" NOM. 3115' HS GLAS: .090' PVE 311W ANN GLASS aEXTERIOR- PRODUCTIS°EXTERIOR- GLAZED- IF#80.81 IS TOWARDS THE EXTERIOR. I I a INTERIOR PRODUCT IS °INTERIOR- I GLAZED' IF #80-81 IS TOWARDS THE INTERIOR I -- SEE NOTE2, THIS SHEET GLASS TYPE 1 PAINTED/ LAMINATED SURFACE t <�] EXTERIOR I PRODUCT IS-EXTERIOR- 1 71V NOM. GLAZED-IF#80-811S BASS TOWARDS THE EXTERIOR. I I a INTERIORPRODUCT I II E 79 GLAZED• IF 4800.8SIOR- I TOWARDS THE INTERIOR II 85 SEENGTEZ / .THIS SHEET SILICONE STRUCTURAL SILICONE STRUCTURAL 1/4° NOM. FOAM POLYISOBUTYLENE WITH . WTTH DESICCANT DESICCANT FM. GLASS EXT. GLAS� INT. GLASS 7/16° NOM. 3116' HS GLAS! .090" PVE 3116- HS GLASS 7116" NOM. 3/16' HS GLAS' .090' SC PAINTED/ 3116' HS GLASS LAMINATED SURFACE OOR 8, a EXTERIOR I— - PRODUCT IS -EXTERIOR- 718" NOM. GLAZED"IF 980.81 IS GLASS TOWARDS THE EXTERIOR I BITE I aINTERIOR I PRODUCT IS'INTERIOR- 'I 79 GLAZED' IF #80-81 IS TOWARDS THE INTERIOR 85 SEE NOTE 2, THIS SHEET GLASS TYPE 1A GLASS TYPE 2 - - 1-1/16' NOM. 3116'HS GLASS 3/16° HS GL NOM. — .a9o° PVB .oso° 3/16- HS GLASS 75 78 3116° HS GU 7/16"AIRSPACE 77 78 7/1WAIR SPA 3/16•TGLASS-� 3/16"TGU "'DINT. GLASS (�J EXTERIOR PRODUCT IS 'EXTERIOR- GLAZE IS KODISPACE SUPER TOWARDS Y'IF#RDS THEEEEXTXT TOWAERIOR I 75 4SG TPS 76 SPACERONXTT' I BUTYL & DESICCANT FOAM EXT. GLASS—, ccemtrv, POLYIE BUTYLE 7 SE ROLL -FORME STAINLESS STEE EXT. GLASS <(U/ `INT. GLASS 77 DURASEA0 SPACER a INTERIOR PRODUCT IS -INTERIOR- -"--- IT FILL AREA GLAZED°IF #82.8315 5/16" NOM. TOWARDS THE INTERIOR. ICONESEAL SEE NOTE THIS SHEET XL EDGETm 78 eonr+eo 1-1/16° NOM. PAINTED/ /—LAMINATED / SURFACE <'�71 EXTERIOR ` PRODUCT IS'EXTERIOR- 7/8° NOM. GLAZED' IF 1182-83 IS GLASS TOWARDS THE EXTERIOR BITE I ] INTERIOR I 79 c PRODUCT IS °INTERIOR- 79 GLAZED°IF#82-8315 TOWARDSTHEINTERIOR 95 SEE NOTE 2. THIS SHEET PAINTED/ ///---LAMINATED e2 0 80 SURFACE a EXTERIOR RODUCT IS °EXTERIOR- PA D 178"NOMG2 I GLASS TOWARDS THE EXT IOSER BITE a INTERIOR PRODUCTISINTER 79 GLAZED" IF#82-831S TOWARDS THE INTERIOR ji- SEE NOTE Z THIS SHEET 3/16" HS GLAS! 090' PVB 3116' ANN GLASS 71iW AIR SPACE / PAINTED/ //—LAMINATED SURFACE 7/8" NOM. I GLASS BITE GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED T'=TEMPERED 1-1/16'NOM. °PVB"=.090"TROSIFOLSPVBINTERLAYER BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASS INTERLAYER 7S 75 BY KURARAY AMERICA, INC. 77 78 PRODUCT REVISED aS complying With the Florida PAINTED/ BWlding Coda LAMINATED NOA-No. 17-0420.06 SURFACE Expiration Date 04/14/2021 BY. % 1 7/8"NOM. '--._.... ___ ---------.. GLASS BITE GLASS TYPE 3A GLASS TYPE 4 NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA (LM) GLASS 2) PRODUCT MAY BE EITHER GLAZING DETAILS INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE °HS" SURFACE COPYa GHr®z9,7 PGfMOUSTRIEs, INC. NO CHANGES THIS SHEET. OF A LAMINATED GLAZING UNIT IS ALL RIGHTS RESERVED ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR N. VENICE. FL 34275 `IT1111111!!/7 NY L...... •LICENSF'•. 10/05/15 No. �6705 J ROSOWSKI =v da 04/05/17 %�.� s TE OF (� I I h ,l =U-= I I§ISGD-55701AI NTS INI 10OF21 IMI MD-5570.0 �x A A.LI�N tI ER, PE. )_I SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE 4n F ' - 19�� EXTERIOR 15 2-TRACK CLUSTER'CT ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CEN'TERLNNE 0 EXTERIOR 3.22" 3TRACK CLUSTER'C3' ANCHORLOCATIONS ASTRAGAL OR INTERLOCK — CENTERLINE 4" 0 EXTERIOR3.22" v 4-TRACKCLUSTER 'CS'ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" �o 0 EXTERIOR 2-TRACK CLUSTER'C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4° CENTERLINE 0 EXTERIOR 3.22" - 3-TRACK CLUSTER "CS' ANCHOR LOCATIONS ASTRAGALOR INTERLOCK CENTERLINE 4" 0 EXTERIOR 3.22" v 4-TRACK CLUSTER 'C5' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL SILLS: FIGURES PERTAIN TO THE FOLLOWING SILL CLUSTER ANCHOR LOCATIONS: SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL—� CENTERLINE i EXTERIOR ID 2-TRACK INTERMEDIATE "+l' ANCHOR LOCATION PANEL_ CENTERLINE EXTEERIOR - rl 3-TRACK INTERMEDIATE '+T'ANCHOR LOCATION CENTERLINE 0 '�IE�IRIIOR 4-TRACK INTERMEDIATE '+1' ANCHOR LOCATION r �AN PANEL CENTERLINE 4" EXTERIOR V 2-TRACK INTERMEDIATE '+2'ANCHORLOCATIONS PANEL PANEL CENTERLINE EXT�EER1yIOR v 4-TRACKINTERMEDIATE '+2' ANCHOR LOCATIONS EXTERIOR CENTERLINE 4° FIGURES PEFtTAPN TO THE FOLLOWING UL INTERMEDIATE ANCHOR LOCATIONS- 1-1 Head/8171 +1 Jamb 5 P-hook 7 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS A NO CHANGES THIS SHEET: 1070 TECHNOLOGY DR 1pi N. VENICE, FL 34275 (941)-480-1600 8 _ § SGD-5570 ¢ NTS 11 11 OF 21 PANEL_ CENTERLINE 4" EXTERIOR V 2-TRACK INTERMEDIATE '+T ANCHOR LOCATIONS PANEL CENTERLINE_ 4° 0 EXTERIOR —►I 3.22" I;ul3-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS ---4 1--- 3.22" 4-TRACK INTERMEDIATE "+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" W2.1315- FOR ALL SILLS: PRODUCT REVISED ANT IIIINTNT OSco-ply'"g with th" Florida D.,. Cod" 17-0420.06 `A ON'( `�` .. �`�_`''�ACENyF..R. NOA-No. i '•� �_ Explratlon Oato O 14/2021 * ; No. 58705 8 10/05/15 By Miaml-D• o Product Control_ z' T '. J ROSOWSKI O SOF F ;' 4U ATE (V ` %T�•., Rt H 04/05/17 ORIDf;,.•� ���� '. S '' •••-••• G �� a AL TEC;�`• M D-5570.0 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK 4" CENTERLINE. t I EXTERIOR 3.22' ID 2-TRACKCLUSTER"C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4' EXTERIOR 3.22' 3-TRACK CLUSTER 'Cr ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE EERIOR J 44RACK CLUSTER 'C3"ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE P=— EXTERIOR 1c, 2-TRACK CLUSTER "(35" ANCHOR LOCATIONS ASTRAGALOR INTERLOCK CENTERLINE 47 EXTERIOR 3.22" ID 3-TRACK CLUSTER'CS' ANCHOR LOCATIONS ASTRAOAL OR INTERLOCK — CENTERLINE TEERLIOR 1.22" D 4-TRACK CLUSTER '05'ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" t2.375. FOR ALL HEADS: RGIIRES PERTAW TO THE FOLLOWNG HEAL CLUSTER ANCHOR LOCATIONS: HeadlSiO C31 Jamb 5 P-hook I 7 HEADY' INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE — EXTERIOR ' V 2-TRACK INTERMEDIATE '+1' ANCHOR LOCATION PANEL CENTERLINE_ EXTERIOR I�I XTRACK INTERMEDIATE v '+1'ANCHOR LOCATION ' PANELTE CENRLINE EXTERIOR 4-TRACK INTERMEDIATE '+11ANCHOR LOCATION "kieffill N. VENICE, FL 34275 (941)-480-1600 -- PANEL CENTERLINE 4" EXTERIOR 3.22" v 2-TRACK INTERMEDIATE "-2'ANCHOR LOCATIONS PANEL CENTERLINE 4.75" EXTERIOR 3-TRACK INTETUAEOIATE '+2" ANCHOR LOCATIONS PANEL CENTERLINE rc EXTERIOR lu 4-TRACK INTERMEDIATE'+2" ANCHOR LOCATIONS PANEL_ 4" CENTERLINE EXTERIOR V -2•TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR �L. 3-TRACK INTERMEDIATE v 1s3' ANCHOR LOCATIONS PANEL 4� CENTERLINE EXTERIOR 15 4-TRACK INTERMEDIATE'+3' • ANCHOR LOCATIONS NOTES: ITHEFOLLOINING HEAD 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NCHORLOCATIOHs: 2) TRACK -TO -TRACK DISTANCE IS 2.375' 2.375" FOR ALL'HEADS: PRODUCT REVISED HeedTSit[ 1 as com 1ying with tho Florlda Jamb 5 BWlding Code P-hook 7 NDA-No. 17-0420.06 'Explmtlun Date04/14/2021 VINYL SLIDING GLASS DOOR NOA (LM) JAI 10/05/15 ANCHOR LOCATIONS B j� J ROSOWSKI a NO CHANGES THIS SHEET. tg 04/05/17 I SGD-5570111 NTS I F 21 Nz MD-5570.0 A �.P NO.58705 •�� ST 70NAL ENO``• �/n11n1U1`` A. LYNN P-HOOK ANCHORS LAYOUT: 6" JAMB ANCHORS LAYOUT, (PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWMGJAIOANCHOR LOWKWS: -►1'2.375"- -+•1 4.75" , u�1 7.125" - ::fMAX- 21.6" 21.6" HeadlSlll I C3+1 21.6" - OPT. ANCHC TO AID ALIGNMEI.. NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. vrF-H.-a-d(S-1117-c-3+ 1 Jamb 5 P-hook 7 MAX. ' O.C. FxTTRIOR AX. I 2 TRACK FRAME JAMB JAMB WEEP NOTCHES R END @ 1"X .500" (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" WEEP NOTCHES R END @ 1" X .500" EXTERIOR (6) TRACK WEEP HOLES E@ VERY 24" 1.125" X .190"; (1) WEEP NOTCH EVERY 24° @ 1.375"X .500" SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) JAMB lip(5) WEEP NOTCHES PER END @ 1" X .500" SILL (10) TRACK WEEP HOLES f`�� EVERY 24" @ 1.125" X .190"; —/ (1) WEEP NOTCH EVERY 24" @ 1.375"X .500' Al VINYL SLIDING GLASS DOOR NOA (LM) 10/05/16 Al ANCHOR LOCATIONS C j� J ROSOWSKI IGHT 02017 POT NDUSIH�Es, wc. d NO CHANGES THIS SHEET. 0 04/05/17 N. VENICE, FL 34275 - (941)-480-1600 SGD-5570 NTS 13 OF21 § MD-5570.0 CERT. OF AUTK ftM98 � _ PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 `tttlu i „ill// N0.58705 T'•• MUE, �(V � �CC�''•FC ORIOP.•�'G�t'� A. LYNN MRLER, P.E. HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: i 3.22" EXTERIOR 2-TRACK SO'CORNER n 'C4"ANCHOR LOCATIONS v (USE WHERE 'CT IS SPECIFIED) I E% .1 EXTERIOR 3-TRACK 00' CORNER I -I 'C4' ANCHOR LOCATIONS V (USE WHERE -CT IS SPECIFIED) I XTERIOR 2-TRACK 90' CORNER 'Co' ANCHOR LOCATIONS (USE WHERE'CS' IS SPECIFIED) 4" 4" 3,22" EXTERN[ 3-TRACK 90. CORNER 'CO' ANCHOR LOCATIONS (USE WHERE'C5- IS SPECIFIED) SILL 90' CORNER CLUSTER ANCHORS LAYOUT: 4 4 2-TRACK: CORNER EXTERIOR 'C4'ANCHOR LOCATIONS (USE WHERE"C3' IS SPECIFIED) �J 3-TRACK9O'CORNER EXTERIOR '60'ANCHOR LOCATIONS (USE WHERE "CS' IS SPECIFIED) v I 2-TRACK 90. CORNER EXTERIOR 'C8' ANCHOR LOCATIONS (USE WHERE TS" IS SPECIFIED) 3-TRACK 90-CORNER EXTERIOR 'CO'ANCHOR LOCATIONS A (USE WHERE'C5' IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING 90- CORNER SILL ANCHOR LOCATIONS 90' Head/Sill C3 1 Jemb 5 P-hook 1 7 PRODUCT REVISED as complying with tho Florida Building Code NOA-No. 17-0420.06 Expiration Data 04/14/2021 4" 4" 4" �yFQ . No. 58705 4'-4" '' . Z4 s7 1 3.22" 4" EXTERIOR EXTERIOR EXTERIOR 3.22" EXTERIOR 4-TRACK 10' CORNER 4-TRACK 90' CORNER 4-TRACK 00' CORNER 4-TRACK 90'CORNER "C4"ANCHOR LOCATIONS 'CG ANCHORLOCATIONS � 'C4"ANCHOR LOCATIONS 'C8'ANCHOR LOCATIONS (USE WHERE TV IS SPECIFIED) (USE WHERE'C5' 15 SPECIFIED) - (USE WHERE'C3' IS SPECIFIED) (USE WHERE 'CS' IS SPECIFIED) A. LYNN IAILLER P.E. NOTES: P.E., 68705 FIGURES PERTAIN TO THE FOLLOWING 00'CORNER 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS _ 4 VINYL SLIDING GLASS DOOR NOA (LM) � 10/05/15 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE 90' SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. _ I ANCHOR LOCATIONS D� J ROSOWSKI Head/5111 C 1 Jamb 6 3) TRACK -TO -TRACK K COPrwGHro29» PGrwousTRiEs,INC. NO CHANGES THIS SHEET. 04/06117. P-hook 1 7 DISTANCE IS 2.375" 2.375"t2.37V aLLRIGHTSRESERYEO 1070 TECHNOLOGY FOR ALL HEADS AND SILLS: N. VENICE, FL 34275 �{ q g (941)-480-1600 SGD-5570 NTS 14 OE21- g. —MD_ � — =1r CERT. OF AUTH. 829296 HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO THE FOLLOWING 135• CORNER SILL ANCHOR LOCATIONS: 135" Ak 4". 4„ o 4" 4" o 04-Hed/ill 3 22" EXTERIOR EXTERIOR EXTERIOR Jalilb 5 '�Iy 4" q• P-hook 7 2--TRACK 13S CORNER " 2-TRACK 135' CORNER " ' 'C4•ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 2-TRACK RLCORNER 2-TRACK 135•CORNER v (USE WHERE'C3' IS SPECIFIED) (USE WHERE'CS' IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'CG' ANCHOR LOCATIONS (USE WHERE °C3' IS SPECIFIED) (USE WHERE -CW IS SPECIFIED) 4° 4" q• 4. PRODUCT REVISED P�EX.TERIOR ° 4" as eomplyln9 with the Florida Building Code NOA-No. 17-0420.06 4" ° Expiration Date 04/1412021 EXTERIOR EXTERIOR EXTERIORBy 3 22" - _ 3 22„ Miami -Dad oduct Control 3-TRACK 135- CORNER 3-TRACK 135' CORNER 3-TRACK 135' CORNER 3-TRACK 135• CORNER -GO ANCHOR LOCATIONS 'C6' ANCHOR LOCATIONS •C4' ANCHOR LOCATIONS 'C6• ANCHOR LOCATIONS (USE WHERE •C3• IS SPECIFIED) (USE WHERE •CS• IS SPECIFIED) (USE WHERE "C3' IS SPECIFIED) (USE WHERE -W IS SPECIFIED) 4" 4^ 190EXrERIOR >\w4• \`1����o�Y LYNN �� Pa�-.•" 1-ICENy. �Q 4" G_ EXTERIOR EXTERIOR -- EXTERIOR �0T••'.• `� TE o 3.22" �fIy•'•:C�ORIDP--••'��� 4-TRACK 136' CORNER v 4-TRACK 135' CORNER " v •C4' ANCHOR LOCATIONS 'Ce' ANCHOR LOCATIONS 4-TRACK 135• CORNER 4-TRACK 135' CORNER �,S7pNA (USE WHERE 'CT IS SPECIFIED) (USE WHERE -CS' W W ANCHOR IS SPECIFIED) 'CANCHOR LOCATIONS •CLOCATIONS off f l f 111111// (USE ANCHOR IS SPECIFIED) (USE HERE'C5° IS SPECIFIED) A. LYNN MILLER, RE NOTES: P.E.0 56705 FIGURES PERTAN TO THE FOLLOWING 137 CORNER 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA (LM) a 10/05/15 135° 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 1.,t J ROSOWSKI HeadlSHI C3 1 Jamb 5 3) TRACK -TO -TRACK COrwaloHra2u1T PGTINDusTwEs,wc. d NO CHANGES THIS SHEET. 04/05/17 P-hook 1 7 DISTANCE IS2.375" W2.3751 t2.375. FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR �$ N. VENICE, FL 34275 (941)-480 1600 =M RI0 557�0 A CERT, OEALI. M29288 _ - LAYOUT SPLICE LOCATION 4" EXTERIOR 3.22" lu 2-TRACKSPLICE ANCHOR LOCATIONS (USE WHERE'CT IS SPECIFIED) SPLICE LOCATION 4.75" EXTERIOR 4" L 3-TRACK SPLICE -C4' ANCHOR LOCATIONS (USE WHERE-C3' IS SPECIFIED) SPLICE 4.75' LOCATION IP EXTERIOR 14' 4•TRACKSPOCE 'C4' ANCHOR LOCATIONS (USE WHERE 'Cr IS SPECIFIED) SPLICED Head/SN C31 Jamb 5 P-hook 7 SPLICE LOCATION 4" EXTERIOR — 3.22" lu 2-TRACK SPLICE 'C6' ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) SPLICE LOCATION 4^ EXTERIOR 3.22" A 3-TRACK SPLICE 'OVANCHORLOCATIONS (USE WHERE'C5' IS SPECIFIED) SPLICE 4" LOCATION EXTERIOR 3.22" 'V 4-TRACKSPLICE - "C6' ANCI IOR LOCATIONS (USE WHERE -05-IS SPECIFIED) SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SPLICE LOCATION 4' o EXTERIOR I-L 2-TRACKSPLICE / ANCHOR LOCATIONS (USE WHERE 'CT IS SPECIFIED) SPLICE SPLICE LOCATION 0 EXTERIOR 3.22" 4-TRACKSPLICE ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) LOCATION �-4!' EXTERIOR n 3-TRACK SPLICE v` 'C4' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. SPLICE LOCATION 4"• EXTERIOR V 2-TRACK SPLICE v °C6' ANCHOR LOCATIONS (USE WHERE 'CS' IS SPECIFIED) SPLICE LOCATION 4" 0 0 EXTERIOR 4" - 3-TRACKSPLICE 'Ca' ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK DISTANCE IS 2.376" 2.375" 2.376' FOR ALL HEADS AND SILLS: i 71� COPYRIGHT O 2D17 FIGURES PERTAIN TO THE FOLLOWING SPLICED SILLANCHOR LOCATIONS: Head/SIII C3 1 Jamb 5 P-hook 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04114/2021 0 e ERIOR Y LY ;TT7 4-TRACK SPLICE ��� ��N........ ... .4h 'CB' ANCHOR LOCATIONS ��_•'•,gF •. �(� (USE WHERE "CS' IS SPECIFIED) - Q•, No. 58705 S OF 0NA A. LYNN MILLER, P.E. P.Eit 58705 VINYL SLIDING GLASS DOOR NOA (LM) I.I 10/05/1: ANCHOR LOCATIONS F IN J ROSOWSKI 1�1 NO CHANGES THIS SHEET. R2104/05/17 1 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED I"" "" """°"" " BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR N. VENICE, FL 34276 (941}480-1600 1 IIISGD-5570111NTS 16 OF PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL OASTRAGAL UTSIDE 1:35- IDE 136' ASTRAGAL _ INTERIOR OR OUT IN STILE Wl HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER EXTERIOR GLAZED SINGLE INTERLOCK E F PP K L L TC TA TV TW Our (aaxouO faoxwl SINGLE INTERLOCK 8 H P A C C SC SA SV SW LU IN (SarouD f ovkV S� RR R S feaX01m S feaxuro FC FD FV FW w LOCKSTILE ® J J •--I W/ HANDLE (BOXOUi feoxW U) ASTRAGAL OUT L R T I U- BOX feaxouD oxo V ar ASTRAGAL IN AI 1 tl T r V w BOX oX W STP GD ASTRAGAL CT CS CF (I -I RECEIVER Z ASTRAGAL AT /� AQ DF n- RECEIVER V DIlr.,9 ASTRAGAL VT VS VF . RECEIVER IN. 735' ASTRAGAL WT WS WF RECEIVER LEFT RIGHT PANEL PANEL STILE STILE PANELTYPE "F"SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FORALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAYBE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH COPYRIGHT®2017 PoTINDUSiR1ES, ALL RIGHTS flESERVED TYPES QUALIFIED BY THIS APPROVAL, SEE DETA)LS SHEET 10. 1070 TECHNOLOGY DR N. VENICE, FL 34275 (841)-480-1600 SCREEN PANEL TYPES DOUBLE C INTERLOCK ASTRAGAL DOUBLE M LOCKSTILE NTERLOCK JLOCKSTILE ASTRAGAL SD SINGLE a DOUBLE INTERLOCK �v�� INTERLOCK DOUBLE A INTERLOCK LOCKSTILE vASTRAGAL LOCKSTILE DG� DOUBLE SINGLE J INTERLOCK INTERLOCK VINYL SLIDING GLASS DOOR NOA (LM) PANELTYPES j NO CHANGES THIS SHEET. NTS IAI 17OF21 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 BY C \\Lu a nrTrT LYI�N�i .•' LICENSE -'. �(� i No, 58705 O�.• STATE OF (V�� �s•icRIOP, • G��` �' ,`S70NAL x�TTr J ROSOWSKI @ 04/05/17 C 1111111\\ 10.635 540 125 f.650291 tom- oion, � .100 -'at1.812 � 00FE ❑ �O O-TI ffE�DI1.681 Ir- .062 9301.92810d ®��]�®G�TJLmJ�-A OC MRSCREW ANCHOR PLATE O9 TRACK INSERT 10 INTERLOCK EXTENDED POCKET O1 2 TRACK HEAD/JAMB © 4 TRACK SILL • -- 8.250 - j 8.250 1 [aa a Ro"M' Jul ❑ ❑ 1 813 ❑ �p81100��. daclG-�]� . @ 3 TRACK HEADIJAMB ® 3 TRACK SILL 10.625 -� 5.875 -► Iaaa �� T 3 100 �1 A LA181 ❑ ❑ ❑.1ao❑ �7 O5 4 TRACK HEADMAMB O2 2 TRACK SILL -y 1.670 ram-- 1.625 9�- 33 238L 110 I-.isa I-1.000 LII .9491rr`;I f 252 I .062 1.435 �y-+--►I 13 �16' .060 - j 2.060 1.983 SUPTTOM PORT PORT�IL 11 RRSILL 12 COVER SILL TR 13 C OVER CK 17 P-HOOK ADAPTOR -• I .762 5.178 100 -►1 .080 18 P-HOOK .094 125 540 540 291 061 .229 2.975 3.000 .075� LLL _I .67TT26--- .500 1-- 2.607 --4 1.406 j �-f } - -.062 -•082 j .3293 19 KEEPERED KEEPER BAR COVER Q REINFORCEMENT Q FIXED PANEL CLIP Q PLATERCEMENT 3.463 .1.595 -may 1B.595 2.297 .�309 .12.5 2.696+j ,768 •400 2.768 25 070{ -�2.2110 .300 2.0,312 2�-!- .182 .120 100 TOP.BOTTEXTENDED POCKET © OM AND STILE © AND STILE OM © REINFORCEMENT, ® REINFORCEMENT, QREINFORCEMENT QINTERLOCK ADAPTER REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT - 3.452 .125 3.209 1.472 - .125 2.175 .070 .300 iDa 135' CORNER 135" CORNER ASTRAGAL 36 PASSIVE MOUNT 2.838 -j 0 080 2.073 .099 075 4.835 4'279-.-,100 oso z.11 s 34 INTERIOR JAMB COVER 2.710 Q �1875��-- PRODUCT REVISED as complying with the Florida INTERLOCK PANEL STILE, TOP Building code Q ADAPTER Q ASTRAGAL ADD•ON QAND BOTTOM RAIL NDA-No. 17-0420.06 Expiration Date04114/2021 3.326 .060 3.713 .090 .046 1.500 3.2147 3.345 G--.229 J_ 065 1.170 135* CORNER 90' CORNER ©ASTRAGAL CAP, ©ASTRAGAL CAP, ®ASTRAGALR 40 ASTRAGAL AP, EXTERIOR • INTERIOR EXTERIOR --1.912(�-� 065 012 J 1 -+ .210 .252--� .173 F� �J 1.261 .062 1.261 1.261 1.261 1.261 Q SOU°ARE�f 81 BEVELED EAD 82 BEVELEDBEAD @10GEEBEAD®OGEEAD RT-- 00PYRIGHT02017 PGTINDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR- N. VENICE, FL 34275 (941).480-1600 C919 J=f:0 .919 41 90° CORNER ASTRAGAL CAP, INTERIOR NOTES: 1) SEE SHEET 4 FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NOA (LM) EXTRUSIONS 11 NO CHANGES THIS SHEET. 3GD-5570111 NTS 18 OF 21 IAI 1910511: J ROSOWSKI 2 04/05/17 MD-5570.0 ``I 11s 1LYNAt 11111/1�'' ............. ����� �- * ; No. 58705 ITT SS��fVALIE�G`. A LYNN MILLER, P.E. TO JAMB -IMENT EVISED ith the Flndda 17-0420.06 04/14/2021 60 INTERLOCK INTERIOR CLIP COVER \ \ INTERLOCK NOTES EXTERIOR 24 REINF. PLATE 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. `tit #10 X 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. �`�OtyY LYN y ",, BOTTOM RAIL 3) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS, SUPPORT 2-1/2'*SMS 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. yiceNSE ••' ���� ± THROUGH SUPPORT, ez VINYL SLIDING GLASS DOOR NOA (LM) 10,05/15 No. 58705 INTO PANEL PANEL g ACCESSORIES INSTALLATION m' J ROSOWSKI = p ': �'jY & Q e3#10X l�IE ASSEMBLY ju-F EofINTERLOCK SILL RETAINER 1-1/r"SMs �,. - - ALL PANEL CORNERS coarRicxrozot� rcr wousTwEsCORRECTED #96 , Nc. cg 04/05/17 t�s .,<ORIDP,.•'' CLIP ATTACHMENT WELDED, NO ASSEMBLY 1070 R INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N� ENIICE,FL342 Sca "��''�NA1 i"%�`��� (941)-480-1600 CEiR.OF AUiH. C7B298 SGD-550aw NTS &LYNN�M�LLR,PoMD-5570.0 x .E, _ - BOX SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE 32 131 121 1Y2 HORIZONTAL SECTION EXAMPLE . '�- 1oz tIVKILVNIALJtIiIIUN � �-+� EXAMPLE '- 1.202 1:081 . 1.778 - 1.778 935 875 r.— 875 —ey Imo` 1.020 —• t 050 -+ 1 050 045 tT} I 1� FRAMESCREEN 1z1 S DE RAIL, 1� ASTRAGAL EN SCREEN O ` 1.993 1.993 1.8y74 RAIL LATCH ADAPTER �- - -.062 —Y .062 .062 PRODUCT REVISED OBOX SCREEN tot toz BOX SCREEN BOX SCREEN as eoldpiyindq with the Florida wo } 0 TOP RAIL BOTTOM RAIL . SIDE RAIL f ►{ Fes-- •725 1.435 Euilding NOA-No. o 17-0420.06 OR , '765 al EXPiratlon oats 04/1412021 �: 4+.040 BY. 113 11a 1.020 3 1 373 128 120 .062 Mlaral-Da roduct Control 124 101 I ' 123 SCREEN VINYL FRAME SILL- 0 .055 7T� ASTRAGAL SCREEN 2 `mac"LJ 1.872 if 1.833 063 2 �o� ADAPTER SCREEN O O DE 124 � O 107 � .062 I"'—.372 . da® 10J CBOX BOX SCREEN CREEN S1osCREEN OXO S10s lia® INTERLOCK SNAP -ON ASTRAGAL BUG FLAP ADAPTER VERTICAL SECTION VERTICAL SECTION �1t j 111 1 11j777 EXAMPLE - EXAMPLE NOTES: ��� 01dY LYNN T . � ........... ro"o 0055 1.4B71) ALL DIMENSIONS IN INCHES.1.487 1.510 F VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ` *:' No.56705 _ �0 SCREEN DETAILS JROSOWSKI BOX SCREEN BOX SCREEN BOX SCREEN HEAD at STA EE OT p 1os 107 toe L SILLADD-ON t ' �` F !� AND JAMB ADD -ON caPrnic� INC. ��'1NO' � NO CHANGES THIS SHEET. z� 04/05/17 ADAPTER'��t��s •, <ORIDA,.•'G�`: / 1N7 TECH ,OFO YDR rc �S �777�9/VAL1EN"�`� (941)-080-1600 ITS u NTS 20OF21 i MD-5570.0 z A A. LYNN MILLER, P.E. CERT. OF A(J1H. 029M �+ `y P.E.g 68706 # Part# Description Material r 1 19001 2-Track HeadlJamb Rigid PVC 2 19002 2-Track Sig Rigid PVC 3 19025 3-Track Head Jamb Rigid PVC 4 19026 3-Track Sill Rigid PVC 5 19027 4-Track Head/Jamb Rigid PVC 6 19028 4-Track S81 Rigid PVC 7 19009 1 Frame Screw Cover Rigid PVC 8 19031 jAnchor Plate 6083-T5Alum. 9 19007 Track Insert 6063-TB Alum. 10 19084 Interlock Cap - Extended Pocket Rigid PVC 11 19036 Bottom Rail Support 6063-TS Alum. 12 1900SA Outer Sill Coker 6063-TB Alum. 13 19011 SIII Track Cover Rigid PVC 17 19032 P-Hook Adapter 6063-T6AIum. 18 1 19020 P-Hook 6063-TB Alum. 19 19047M Extended Keeper 6083-TSAIum. 20 19029M Keeper 6063-TEAlum. 21 19014 Reinforcement Bar Cover Rigid PVC 22 19030 Reinforcement Bar 6005-T5Alum. 23 19037M Fixed Panel Clip 6063-T6 Alum. 24 19035M Reinforcement Plate 6083-TB Alum. 25 19017M Top Rell, Bottom Rail and Lockstile Reinforcement 6005-T5 Alum. 26 19046 Composite 27 19018M Intedock .300 Reinforcement; Std. 6005-TB Alum. 28 -19013M Interlock.400Relnforcement,NO 6005•75Alum. 29 19019M Astragal Reinforcement 6005-T5Alum. 30 19083 Extended Pocket Interlock Adaptor 6063-TB Alum. 31 19005 Interlock Adaptor Rigid PVC 32 19008 Astragal Add -on Rigid PVC 33 19004 Panel Stile, Top/Bottom Rail Rigid PVC 34 19040 Interior Jamb Cover 6063-T6 Alum. 35 19076 135' Comer Astragal 6063-TB Alum. 36 19077 135' Comer Astragal Passive Mount 6063.76 Alum, 37 19079 135' Comer Astragal Cap - Ext. Rigid PVC 38 19080 135' Comer Astragal Cap • ktt Rigid PVC 39 19078 90' Caner Astmgal 6083-T8 Alum. 40 19081 90' Comer Astragal Cap - Ext. Rigid PVC 41 1 19082 90- Comer Astmgal Cap - Int. Rigid PVC # Part# Descdption Material__ 42 19085 Sill Riser - (2-1/2') 6063-TB Alum. 43 19022A Sig Riser -(3-1/2") W63-T6 Alum. 44 19023A Sill Naar -(4-1116") 6083-TSAlum. 45 19024A Sig Riser -(4.618") 6063•TBAlum. 50 718WSW .187" x .320' Finseal (Stile) 61 71695K 1-1/Z' x 1" x 3W Fin Seal Dust Plug 62 71696 Dust Plug 60 419041 Interlock Glp Cover PVC 61 70153X Tandem Roller Assembly SS 62 78153N Tandem Roger Assembly Nylon 63 78XI6FP7X #8 x 3W' Ph. FH SMS @ Roller & Relnt SS 64 419042 Frame Header Block Nylon 65 48052 RollerA4. Hole Plug PVC 66 44385 4 Hole Bumper Stop PVC 67 76XI14FPTX #6 x 1-1/4" Ph. FH SMS @Bumper Stop SS BB 7169BG Sill Plug PVC 69 78185X Gemini Mortise Lock w/long Tdm plate StesllSS 70 71032X1FPFX 1032 x 1" Ph.FH MS @ Lock SS 71 vdes Handle Kit Cast Zinc 72 19054 Interlock Retainer Clip Nylon 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXrwith Hot Melt Butyl See Sheet 10 77 Quanex Duroseal Materials 78 Cardinal XL Edge Spacer 79 Dow Coming 995 or GE-7700 Beckbedding Silicone 80 19090 7/16" Square Bead Rigid PVC 81 7/16" Beveled Bead Rigid PVC 82 19044 1-1116" Beveled Bead Rigid PVC 83 19045 1-1/16" Ogee Bead Rigid PVC 84 19016 13M6" Ogoe Bead Rigid PVC 85 71725K Setting Block 1/2" x 4" x 1116, 86 +f- 6 duro. Neoprene 86 71726K Setting Block 1" x 4" x 1/18", 85 +1- 5 duro. Neoprene 90 781PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 91 70X114PHPT41OX #8 x 1-1/4" Ph. PH SMS @ Relnt Bar SS 92 710XIPHPT18-BX #10 x 1" Ph. PH SMS @ Reg Support SS 93 710X115PPX #10 x 1-1/2" Ph. PH SMS @ Fxd. Pat. Clip SS 94 710X26PHPT18.8X #10 x 2-1/2" Ph. PH SMS @ Relnt Plate/Ast. SS 95 71420X226FPFX #12 x 2-1M' Ph. PH EMS @ Hdr. Block ' SS 98 710X1,75PPX #10 x 1-314" Ph. FH SMS @ Ast. Mount SS 97 71OX34PPX 010 x 3l4" Ph. PH SMS @ Ext. Pkt. Int. SS 98 710XZPPX #10 x 2' Ph. FH SMS @ Keeper SS TABLE D: BOX SCREEN # Part# Description Material 100 12256 Box Screen Top Rall (5063 75 AI 101 =57 Box Screen Bottom Rail 6063TS) 102 12258 Box Screen Side Rail 6083 T5 AJ 103 64428 Box Screen Interlock 6053 76 Al 104 17347A Box Screen Snap -on Bug Flap 6053 T8 Al 105 64345 Box Screen OXD Astragal Adapter 6063 T6 AI 108 17349 Box Screen Astragal Adapter 6063 T5 Al 107 19039 Box Screen Frame Sill Add -on 6063 T8 AI 108 19038 Box Screen HeadlJemb Add -on 6083 76 AI 109 720X1X #14-20 x 1" MS @ Top Rail SS 110 72OXI12X #14.20 x 1-1/2' MS @ Bottom Rail SS 111 71793G Whip, .270" x .16T - Fin Seal 112 618MK Wstp, .187' x .600" @ Bug Flap 113 7SRAZ Standard Roller Nylon 114 7SRAX HD Railer SS 116 varies Screen Locking Hardware Steel 118 419053 Screen Keeper Steel 117 76XIPPA #6x 1" Ph. PH SMS Steel 11B 16921314 Screen Spline-.150" &.165" Vinyl 119 1816C20 15cmen (loth I Fiberglass TABLE E: STANDARD SCREEN # Part# Description Material 120 12033 Screen Frame Rail 6063 T5 AI 121 12026A Screen Frame - Side Rail (Latch) 6083 T5 AI 122 17363 Screen OXO Astragal Adapter 6063 T6 AI 123 4853K Screen Vinyl Astragal Adapter - Rigid PVC 124 10012E Frame SIII Screen Add -on 6083 T6 At 125 6FP95K Bug Flap, 85 +/- 5 duro. Vinyl 126 78XI12PSATS 98 x 1-1/2' Ph. PH SMS (Assembly) SS 127 712027 Comer Key Wheel Assembly (Standard) Nylon 128 712027SS Corner Key Wheel Assembly (HD) SS, 129 wades Screen Locking Hardware Steel 130 710X34PPSDAX 1110 x 3/4' Ph. PH SMS @ Screen A8L SS 131 78X12PPSMSX 08 x 1/2" Ph. PH SMS @ Door Ask. SS 132 169213/4 Screen SIA -.145' Vinyl 133 1816C20 I Screen Cloth Fiberglass VINYL SLIDING GLASS DOOR NOA (LM) 10105/1 PARTS LISTS J ROSOWSKI IGM02017 P(ITINUMUSTRiFS.a1G NO CHANGES THIS SHEET. W 04/05/17 NOTES: I 1070 TECHNOLOGY DR I c�$ 1) ITEMS #14-16. 46-49. 53-59, 73. 74 & 87-89 & 99 ARE NOT USED AND ARE N. VENICE, FL 34275 PI l NOT PART OF THIS APPROVAL. (941)-480-1600 SGD-5570 NTS 21 OF 21 E $ MD-5570.0 CERT. Of AUTH. M29a y PRODUCT REVISED as complying with the Florida Building Coda NOA-No. - 17-0420.06 Expiration Da 4/14/2021 011Y ILYN!Y'r''ii %,%GEN& • :�C���: ,,, ()NALtSt `' A LYNN MILLER, P.E. RE.rA 58705