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HomeMy WebLinkAboutNOA # 17-0420.06MIAMI-DADS 5T. Lucie Country, Perrnitting �-iVI�I=HttHL�8t�3V['1� PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wtivw.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes: If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass 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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 I 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. NOA No. 17-0420.06 � ��/s��j'1 �� ration Date: April 14, 2021 eEwEORprov . September 28, 2017 / � G Page 1 c®0� le Co,31 s� r- • Oc 13 00C f:r LE COPS' PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Glass 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 11/06/15, 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, Inc., 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) .r orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 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 12/04/15, 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 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 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 12/06/10, 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 under NOA No. 15-1210. 01) = .... —� , orge M. Plasencia, P.E. Prod6t Control Unit Supervisor NOA 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 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 USA, Inc. 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, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 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. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -3 PGT Indusb ies, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-511 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 Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 03/03/16 and expiring on 04/14/21, Jorge M. Plasencia, P.E. Pe�odnet Control Unit Supervisor NOA 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 & 90°/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 El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM El300. 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. ORVISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA 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 570/2770 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 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-112" 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 TABLE A: Group Anchor Substrate Frame Member Min. Edge Distance Min. Embedment A 912, steel SMS (G5) or 410 S.S. Skis (min. 11 threadsM) P.T. Southem Pine (SG=0.55) Head/Sill/Jamb 9116, 1-318' P-hook 9116" 1-3/8, Aluminum, 6063•T5' (0.125' min. thickness) HeadIS1111Jamb 3/8" 116" P-hook 31r Va" Steel, A38' (0.080" min. INckness) HeadlSilUJamb 3l8" 0.060" P-hock 318" 0.060" Steel Stud. A653 Gr. 33• 0.071' min. tHckness) Head/SIIUJamb 3/8• 0.071" (14 Ga.) P4..k 318• 0.071' (14 Ga. 114' Elco 1.110-n P.T. Southern Pine (SG=0.55) Jamb V - 1.3/0" P-hook 1" 1.3/e" 1/4" Elco 410 S.S. CreleFlex P.T. Southern Pine (SG=0.55) Head/SIIVJamb 1' 13/8' P-hook 1' 1318" B #12, steel wood screw (G5) P.T. Southern Pine (SG-0.55) Head/S11UJamb 9110' 1.3/8' P4-k 9116" 1-3/8" 1/4" EICo URmeon Concrete min. 2.85 ks0 P-hook 1" 1.3/8, Head/SRUJamb 13116" 1-318' Ungrouted CMU, ASTM C40 Jamb 1' P-hook 1" 1-114" C 1l4" Elco 410 S.S. Cret.M.- Ungrouted CMU, (ASTM C-90 Jamb 13/4' 1.114" P-hook 1.3W 1.1/4' Concrete min. 3.35 ka0 Head)SWAmb 13116. 1-3/4' P-hack 1' 1.3/4' 1/4' Moo 18-8 S.S. Aggro-Gatar Concrete (min. 2.22 ksl) Head/Si1UJ.mb 1-1/2' 1-3/8' P-hook 1-112' 1318' Ungrouted CMU, (ASTM C 90) Jamb 2' 1-1/4' P-hoak 2' 1-114' P.T. Southern Pin. (SG=0.55) Hoad/SIIIN mb 1' 1-3/8, P-hook 1" 1-3/8' D 114' El.. Uhre.on Concral. (min. 285 ksi) Hoad/SIIVJamb 2-112" 1-3/0' P-hook 2-1/2' 13/8, Ungouted CMU, (ASTM C.90) Jamb 2.1/2" 1-1/4' P-hook 2-112" 1-1/4" 1/0 El,. 410 S.S. Cmt.Flex Cencrelo min. 3.35 ks Haad/SIIVJ.mb 2-1/2' 1-314• P-hook 2-1/2' 13/e' Ungr.uted CMU, (ASTM C-90) Jamb P-hook 2-1/2' 2.112- 1-1/4' 1.1/4' 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 EXTRUS IONS.....................18 ACCESSORIES ..................19 SCREEN DETAILS ............. 20 PARTS LIST........................21 . 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 WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS 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 FORTHE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 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. •2014 FLORIDA BUILDING CODE (FBC), STH EDITION °ASTM E1300-09 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI 8100-12 •AISC 360-10 N. VENICE, FL 34275 (941)-480-1600 Material Min. Fy Min. F. Steel Screw 92 its( 120 ksl 410 Screw 9D ksi 110 ksi Eico Aggre-0atonO 57 ksi 96 ksi Elco UlraCcn0 155 ksi 177 ksl 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksl 22 ksi A36 Sleet 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi VINYL SLIDING GLASS DOOR NOA (LM) GENERAL NOTES 11 c. z UPDATED TO FBC 2017, VINYL MFG. a SGD-5570 NTS 4 1 OF 21 h Iml 10/05/15 J ROSOWSKI co 04105/17 M D-5570.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 (N�o. 58705 TONAL 1��•;• A. LYNN MILLER, P.E. P.E # MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 4 I � I� MAX. UNIT ' / HEIGHT I PER TABLES 1 & 2 I w Po�KEr I J 1-PANEL 4 CONFIGURATIONS NOM. PANEL WIDTH _ PER TABLES 1 & 2 MAX.. UNIT T HEIGHT PER TABLES 1 & 2 I I� NOM. PANT PER TAB MAA HE PER TAI MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT V- HEIGHT PER TABLES 1 & 2 NOM. PANEL WIDTH PER TABLES 1 & 2 � l 13 I E MAX. UNIT HEIGHT PER TABLES 1&2 POPXET I 2-PANEL CONFIGURATIONS MAX. UNIT WIDTH F � D �. POCKET I� —J 'L WIDTH LES1&2 • MAA. UNIT VVIU IJI 4 UNIT D GHT a 3 3 ILES 1 & 2 7-PANEL CONFIGURATIONS a) MAX. UNIT WIDTH 3-PANEL CONFIGURATIONS I I' IW PoC,v=r I J MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT l , HEIGHT t PER TABLES 1 & 2 MAX. UNIT WIDTH NOM. PANEL WIDTH E PER TABLES 1 & 2 O I; MAX. UNIT HEIGHT 3 3 a I PER TABLES 1 & 2 POCKS! I � Nr- 6-PANEL CONFIGURATIONS 4 I e Iw I° POCKET IW J 4-PANEL CONFIGURATIONS F Nr— MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 11 & 22 MAX. UNIT G HEIGHT TABLES 1 & 2 / / CORNER, TYP. I� OUMD=- COMMSHOWK IRSIUE COMM SWI- R MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 4 O I I Z MAX. UNIT HEIGHT a s D a a IF PER TABLES 1&2 / / / / / POLKE/ IN 8-PANEL CONFIGURATIONS 'PRODUCT REVISED as complying with the Florida 6a11dln9 Code NOA-No. 17-0420.06 Expiration Date 04M 4/2021 CONFIGURATIONS NOTES' "X" = OPERABLE PANEL DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" "O" Y LY ��� 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB =INOPERABLE PANEL "P° NOM. PANEL WIDTH = PANEL WIDTH + 1-3/16" ;.`` qt��N• ' -NN,� 110ENSF •. �(( LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp, OXXX IN =POCKET DLO HEIGHT = DOOR HEIGHT-11-1/16" Q$\.•' POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT = DOOR HEIGHT - 2-1/2" :: No. 58705 ; 2) 90° & 135- CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS. DOOR NOA (LM) a 10/05/15 - >t =D i _ �_ _ . 3 POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND ® o EXAMPLE CONFIGURATIONS J ROSOWSKI _ =�Q�'•• s �E 0 %�S ' c��R��? ' REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER ' wFvwcxrc2an PGnrousrRlEs,mc. ALLRIGHTSRESERVF� NO CHANGES THIS SHEET. �a 04/05/17 • \\k �, S7 G ,,()NALIe ��. 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. 1070 TECHNOLOGY DRa 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.666 FT' L—SHEET NUMBER . N. VENICE, FL 34275 (941)-480-1600 _ a SGD-5570 8 NTS 2 OF 21 MD-5570.0 g A A. LYNN MILLER, P.E. ' CERT. GFAUTH.4029G N m `w oz P.E.058705 DETAIL Al THRU 1X WOOD INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT DETAIL B1 ASTRAGAL FACING EXT. 1/4" MAX. .C. %MAX DAYLIGHT10 INr2RIRIOR OWIDTH=}- EDGE DISTANCES 1L 1X OR 2X WOOD 6 /OF / BUCKSTRIP, SEE ANCHOR NOTE3,SHEET 1 PLATE AT EVERY ANCHOR LOCATION 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW DETAIL A2 INTO 2X `NOOD FRAME WIDTH REQUIRED IF DOOR HEIGHT IS OVER 96' METAL TYP., SEE ANCHOR DETAIL C11 DETAIL D1 NOTE 4, SHEET 1: MIN. OF 3 INTERLOCK INTO METAL THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE ( OTHRU KEEPER MAX 98 � M EDGE 3.5'.C„SEE SHEET 19 n DISTANCE NOTE 6, SHEET 9a2'2sHIS I EE NOTE 6,EE SHEET1/4" MAX.THIS SEENOTE6, I 32 THIS SHEET Zi;;�BNSTALLED). EMBEDMENT— SEENOTE 6, THIS SHEET(29 LTED INFORCEMENT SCREW;7 HORIZONTAL SECTION (XXX SHOWN) AT CENTERLINE AND 6", NDS (FACTORY INSTALLED). DETAIL C2 DETAIL D2 ` DETAIL B2 ASTRAGAL INTERLOCK I INTO MASONRY FACINGINT. IAYLIGHT REQUIRED IF DOOR 21 HEIGHT IS OVER 96° EMBEDMENT � r )PENING 91 1 /4" MAX. —►1 l� WIDTH r— z2 �� EDGE INTERIOR I 1 DISTANCE p e SEE NOTE 6, THIS SHEET 7 28 R@ 26 R 25 1 I I TYP. ANCHOR TYPE, �p 93 o e 23 a p EMBEDMENT AND EDGE DISTANCE P q 31 p �I PER SUBSTRATE, I Q X SEE TABLE A, SHEET d Q c,29 =PER @MAX 1 & NOTE 3, BELOW ' �1llllUlMA► I EXTERIORR I E SHEET 19 n L V — — — J PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER HORIZONTAL SECTION (XO SHOWN) FIXED PANEL C PANELCLIP & INTERIOR OR EXTERIOR DIRECTION NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6, THIS SHEET) ANCHORS, SEE DETAIL SHEET 19 ALL PARTS IDENTICAL. 2) REFER TO ANCHOR NOTES, SHEET 1. FOR ALL LOCKSTILES, ((( 3) SEE SHEET 13 FOR ANCHOR LOCATION 8 SPACING, FOR ASTRAGALS, FIXED l 2s ANCHOR QUANTITIES, SEE TABLES 1 & 2. STILES AND 7i 26 a� VINYL SLIDING GLASS DOOR NOA (LM) a 10/05I15 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL HORZONTALRAILS T INSTALLATION, HORIZONTAL X-SECT. �% J ROSOWSKI FRAME ANCHOR LOCATIONS. —k�_ �d -- 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. 6 SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL ) FOR INTERLOCKS 27 26 O COPYRIGKTO2017 PGTINO6STRIES INc, ALL RIGHTS RESERVED rc NO CHANGES THIS SHEET. Na 04/05/17 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DR THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N. VENICE, FL 34275 (941)-480.1600 a z 7) SEE SHEET 20 FOR SCREEN DETAILS. CERT. OF AUTR g282S6 -1SGD-5570 y NTS 3 OF 21 o z° Mn­ A TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED as complying with the Florida BRllding Code Non -No. 17-0420.06 Expiration Date 04/14/2021 YI.Y �.`��••'IVN�1j �''� No. 58705 ' .' 0 STATE OF (vW� i ��''•FtORIOP.,•'G\�� A. LYNN MILLER, P.E. P.E.958705 DETAIL E1 INTO MASONRY 1X BUCKSTRIP CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 AND EDGE DISTANCE PER INTO WOOD SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER EDGE NOTE - ,.- SUBSTRATE, SEE TABLE A, SHEET DISTANCE EDGE 1 & NOTE 3, THIS SHEET ' .3r / v � ea ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT EXTERIOR a 1/4" MAX. GROUT AS NEEDED,SEE ANCHOR NOTE 5, SHEET 1 EMBED- MENT 1/4" MAX. 1X OR 2X WOOD BUCKSTRIP, SEE so ANCHOR NOTE 3, SHEET 1 FOR LOCKSTILES, ASTRAGALS, FIXED STILES AND HORIZONTAL RAILS FRAME HEIGHT 25 SEE ' NOTE 6, THIS SHEET EXTEI 26 G 62 EMBEDMENT 1/4" MAX. DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE r_ T EMBEDMENT 1/4" MAX. DETAIL E4 INTOMETAL IDADE 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 I 114" MAX. \ LJ / TYP. ANCHOR TYPE, EMBEDMENT AND / TYP. ANCHOR TYPE, EMBEDMENT AND 1 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 FORANCHOR 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 1 '- t- F f .390 1.793 �42 #4ALS OAP LI #43-45 ALSO APPLY45 ALSO APPLY ¢.823 8 2,Sg7�7L- 060 2-1/2" =TOTAL .060 —�-II •+- SILL HEIGHT 42 SILL RISER as SILL RISER O(2-1/TTOTAL O(3-1/2"TOTAL SILL HEIGHT) SILL HEIGHT) DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT-11-1116" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" .390 � Fe- .390 -l�►-1 1-- I I -� 2.947 2.370 3.464 4.041 .0-- .060 PRODUCT REVISED as complying with the Florida Building Code NOA-Ne. 17-0420.06 Expiration Date 04/14/2021 By SILL SER SILL RISER 44 (4-1/16"ITO AL a5 4-5/8' TOTAL `Ny LYN/ ( SILL HEIGHT) SILL HEIGHT) ��'�,.•' LICENgF••,��� EMBED- EMBEDMENT EDGE -� MENT DISTANCE, VINYL SLIDING GLASS DOOR NOA (LM) a 10/05/15 _ NO 58705 EDGE I. TYP•ANCHORTYPE, TYP.ANCHORTYPE, � INSTALLATION, VERTICALX-SECT. em JROSOWSKI %� } f a' DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® ° ° �O� .. STATE OF (V�� I EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE COPYRI"@2o17 PGT INDUSTRIES, INC. a NO CHANGES THIS SHEET. 0 04/05/17 F '•F�0RID11.• CON -RE TE/CMU PER SUBSTRATE, NOTE 3,SHEET I PER SUBSTRATE, ALL RIGHTS RESERVED i��a61 •....... . j PER AN DETAIL F1 SEE TABLE A, DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DR �ii za %�,,�NA� I� REQUIREMENT SHEET 1 & NOTE 3, SHEET I & NOTE 3, N. VEN ICE, FL 34275 INTO MASONRY INTO WOOD (941)-480-1600 ; A. LYNN MILLER, P.E. THIS SHEET THIS SHEET SGD-5570 I NTS 4 OF 21 ° MD-5570.0 A CERT. OF AUNT tl29P98 v`, P.E.tk 58705 1/4" MAX. 1 . Z j16fjl''�j'�j �QL_I� JLJD 4 71 4 71 19 C7 O 0 INTERIOR 35 Z 25 Oft 26 37 INTERIOR 96 MAX 18.5" O.C. 4 OOR 26 INTERIOR (4) THRU KEEPER 69 88 MAR3.6" O.C., SEE SHEET 19 1 33 DETAIL H2 �p9 o p 36 THRU KEEPER @MAX �' to I EXTERIOR INTERIOR C,90, OUTSIDE CORNER a00 989(4) 3.5" O.C., SEE SHEET 19 ti J � �a❑ 1 40 33 BB u () INTERIOR �� � 0❑ 39 25 OR 26 1 I 94 MAX 18.6' O.C. 7� � , ZS OR 26 ❑D EXTERIOR R EXTERIOR I V at 135' O90" 33 q o DETAIL G1 INSIDE CORNER 4� OO DETAIL H1 INSIDE CORNER MAX 18.5. O.C.(gb 40 ❑� I�LISJ EXTERIOR INTERIOR 47 (4) THRU KEEPER � 68 EXTERIOR 1 98 @ MAX 3.5" O.C., SEE SHEET 19 19 � a �OO 2 p o 0 PRODUCT REVISED as comply'.g with the Florida Building Code NOA-Ne. 17-0420.06 �OO 135, 4 Expiration Date04114/2021 INTERIOR I By oo� NOTES q o 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. , 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR zs OR 26 �0� QUANTITIES, SEE TABLES 1 & 2. 33 38 0 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, \��` O0 LYvv �i/ 35 - DEPENDING ON CONFIGURATION. �� �� ' OGENsia••' � : Q?•.• �`f1` MAX 18.6" O.C. 98 is No. 55705 69 VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 * _ (4) THRU KEEPER @ MAX EXTERIOR 3.5' O.C„ SEE SHEET 19 98 ° CORNER ASTRAGAL HORIZ. X-SECT. ; J ROSOWSKI = 339-12 DETAIL G2 v i :' OUTSIDE CORNER COPYRICHTIP2017 PCT INDUSTRIES, INC. 82 NO CHANGES THIS SHEET. ao 04/06/17 :CAS •' :°<ORIOP.. •'G��-� ALL RIGHTS RESERVED — 1070 TECHNOLOGY DR �o '01VAL N. VENICE, FL 34275 _ (941 }480-1600 < SGD-5570 NTS 5 OF 21 o z` MD-5570.0 �' i A A. LYNN MILLER, RE CERT. OF AUTH. #292S8 y P.E.# 58705 DETAIL 11 OPTIONAL NOWI INTO MASONRY STRUCTURAL ANCHORSFOR L INTERIOR POCKET Nr4 R JAMB 33 INTERIOR POCKETS MUST SEE FIG i, THIS SHEET INCLUDE A NON-STRUCTURAL, FRAME JAMB TO REDUCE THE 10 POSSIBILITY OF WATER ;' ! 21 INFILTRATION. 1/4" MAX. 18 POCKET BY OTHERS, SEE _ NOTE 6 BELOW. ". .EMBED.. • .. TYP. ANCHOR TYPE, EMBEDMENTEXTERK AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3 BELOW METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EMBEDMENT EXTEER V EDGE DISTANCE INTERIOR POCKET EXTERIOR POCKET DETAIL 12 INTO MASONRY EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW r T EMBEDMENT 'e 1�9fiu iNII1 .i EXTERIOR OPT. 1/4" MAX. ANCHOR CONCRETE/CMU SIIS FIGS THSHEET PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET -1 & NOTE 3, BELOW VCHOR NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EMBEDMENT E 1l4" MAX. SEE FIG THIS SHEI "%coffl, 1070 TECHNOLOGY D N. VENICE, FL 34275 (941 )-480-1600 EXTERIOR POCKET EDGE DISTANCE EXTERIOR v EXTERIOR POCKET CONCRETE/CMU PER ANCHOR REQUIREMENT OPT. ANCHOR rluunt 1, nv I tnwcnn n I rvcne i a: FOR DOOR HEIGHTS 96" AND LESS: 31 a, FOR DOOR HEIGHTS OVER 96" 10 97 21.9" MAX. O.C. O ` d 01 21 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE3,SHEETI IT. ANCHOR DETAIL 14 INTO WOOD VINYL SLIDING GLASS DOOR NOA (LM) 1gj 10/05/15 P-HOOK EXAMPLES, HORIZ. X-SECT. 12?J ROSOWSKI 1e1 NO CHANGES THIS SHEET. 14!3J 04/05/171 NTS 16I 6 OF 21 MD-5570,0 PRODUCT REVISED as complying with the Florida Bellding Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 .`'�.•�1GENSF.. Qom'. � •. � No.58705 srA o tt '- k( f ' ;O� •., 1'711101 fAL 1 0 A. LYNN MILLER P.E. P.E.0 58705 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table ror: Glass Types 1, 1A, 3 or 3A Astragal Reinforcement '#29 Lockstlle Reinforcement #25 or #26 Std. Interlock Reinforcement #27 Door Unit Height 80" 84" 96" 68-15116" DLO Height 72-15116" DLO Height 84-15/16" DLO Height Anchor Group Anchor Group Anchor Group A B C D A I 8 I C I D A I B I C I D Design Pressure +60 /-60 psf +60/ -60 psf +60 / -60 psf 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 24"Jamb RWdotl 5 5 5 5 5 5 5 5 5 5 5 5 P-hook 7 7 7 7 7 7 7 7 8 8 1 8 8 Design Pressure +60/-60psf +60/-60psf +60/-60psf 25-118" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 30" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 r P hook 7 7 7 7 7 7 7 1 7 8 8 8 8 Design Pressure +601-60 psf +60 / -60 psf +60 / -60 psf c 31-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 aO 36" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 P-hook 7 7 7 7 7 7 7 7 6 8 8 8 o Z Design Pressure +60/-60psf +601-60psf +60/-60psf 37-1/8" Head/Slll 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" OLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P hook 7 7 7 7 7 7 7 7 8 8 8 8 +60/-60psf +601-60psf +60/-60psf 43-1/8C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 48" DLO Width rvi 5 5 5 5 5 5 5 5 5 5 6 5 7 7 7 7 7 7 7 7 8 1 8 1 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES 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, /SHEETI 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 B1, THIS SHEET. ✓ # 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. ems\ THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TARI F Rl' Waiter -Limited {+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11116' See Note 2 42 2-112" +38.7 psf 43 3-1/2" +60.0 psf 44 4-1hT +60.0 psf 45 1 45/B" 1 +60.0 psf N. VENICE, FL 34275 (941)-480-1600 ' 191077iE = DOORASSEMBLIES INSTALLED WHERE THE w OVERHANG(OH)LENGTH IS = EQUAL TO OR GREATER THAN = THE OVERHANG HEIGHT IS O 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" VINYL SLIDING GLASS DOOR NOA (LM) DP & ANCHOR QUANTITY TABLE NO CHANGES THIS SHEET Igi 10/05/15 J ROSOWSKI S 04/05/17 GD-55701.41 NTS W 7OF21 10=1 MD-5570.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/1412021 `lili,,,urtlr No. 59705 10NAL iE" `' A. LYNN MILLER, P.E. RE 58705 TARI F 7• Design Pressure (DP) and Anchor Quantities Required, (tor all appro%ed configurations on Sheet 2) Use this table for. Door Unit Height Glass Types 2 or 80" 84" 96" 108" 120" 68-15116" DLO Height 72-15/16" DLO Height 84-16/16" DLO Height 96-15/16" 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 I B I C I D A I B I C D A 1 B C I D A B C I D A 1 B C D Design Pressure +100/-100psf +100/400psf +100/-100psf +60/-65psf +60/-65psf 1 Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1- C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24" OLD DLO Width Jamb 5 5 5 1 5 5 5 5 5 5 5 5 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 10 10 Design Pressure +100/-100psf +100/-100psf +fool -loops( +60/-65psf +60/-65psf 2OLD Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+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 10-1 10 Design Pressure +100/-100psf +100/-loopsf +100/-100psf +60/-65psf +60/-65psf 31-1/8" Head/Sill C5+2 C3+1 CS+1 C3+1 CS+2 C3+1 CS+i C3+1 C5+2 CS+1 CS+1 C3+1 CS+1 C3+1 C3+1 C3+1 1 +1 C3+1 C5+1 C3+1 36" Width Jamb 5 5 6 6 5 5 6 5 - 5 5 7 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 1 7 7 1 7 8 1 8 8 1 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf 37-113" Head/Sill 05+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 a 42" DLO Width Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 S P-hook 7 7 1 7 1 7 7 7 7 7 8 - 8 8 8 9 9 9 9 10 10 10 10 of Design Pressure +100/-100psf +100/-100psf +92/-92psf +60/-65psf +60/-65psf Z 43-1/8" Head/Sill C5+2 C5+2 I C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 CS+2 C5+2 C3+1 CS+2 C3+1 C5+2 CS+1 CS+2 C3+1 48" DLO Width Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 P-hook 7 7 7 7 7 7 8 8 e 8 9 9 9 9 9 9 10 1 10 1 10 1 10 Design Pressure +801-80 psf +80 / -80 psf +80 / -80 psf +60 / 65 psf +54.1 / -56. 7 psf 49-118 Head/Sill C5+2 C3+2 C5+2 I C3+2 C5+2 I C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 54" DLO Width Jamb 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 8 8 8 8 9 9 9 1 9 10 10 10 10 Design Pressure +80 / -80 psi +80 / -80 psf +80 / -80 psf +59.1 / -64 psf +49.6 / -53.7 psf 55-1/8" Head/Sill C"17 C5+3 C3+2 C5+3 C3+2 CS+3 C3+2rT8 5+2 C5+3 C3+2 C5+2 CS+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 60" DLO Width Jamb 6 5 5 5 7 65 8 5 6 6 8 6 6 6 8 6 P-hook 7 7 7 7 7 7 8 8 9 9 9 9 1 10 10 1 10 1 10 • +/-100.0 PSF FOR ANCHOR GROUPS B, C & D. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) OR 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OROVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. COPYRIGHT®solY PorlNousla Es. 3) SEE SILL RISER TYPES ON SHEET 4. aLLRIo trs REsaRv o 4) SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 5) REFER TO ANCHOR NOTES, SHEET 1. N. VEN ICE, FL 34275 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING (941)-480-1600 CERT. OF ALTA 0P 06 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 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. FIG 1: i DOOR ASSEMBLIES O INSTALLED WHERE THE OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Water -Limited (+) Design Pressure SIII Riser Nom. Sill Height Max. (+) DP Allowed None 1.11116" See Note 2 42 2-1/2" +38.7 psi 43 3.112" +60.0 psi 44 4-1116" +80.0 psi 45 1 4-518" 1 +100.0 psi DLO WIDTH = NOM. PANEL WIDTH - B-9116" DLO HEIGHT = DOOR HEIGHT-11-1116" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) DP & ANCHOR QUANTITY TABLE ja J ROSOWSKI NO CHANGES THIS SHEET. �g 04/06/17 3GD-5570 A NTS 111 8 OF 21 it MD-5570.0 9g A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date BY LYNly ''',, ��.•' L1GENgF'•. �� * No.58705 ' 7 ' 4fj Onl s'^" �v: A. LYNN MILLER, P.E. 0 EXAMPLE: Q 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, FRAME JAMB REQUIRED HEAD SPLICE @INTERIOR POCKETS 6" INTERIOR CENTERLINE CENTERLINE OF INTERLOCK r CENTERLINE OF INTERLOCK CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL ANCHOR INFORMATION. CENTERLINE LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL I OF PANEL 2 OFPANEL 3 PROJECT DESIGN PRESSURE REQUIRED: +48.2/-58.6 PSF I I m T_r �� r ,-�-a OPT. ANCHC TO AID ALIGNMEP EXT C POCKET BY OTHERS, SEE NOTE 6. SHEET 6 I EXTERIOR POCKET BY OTHERS;SEE NOTE 6, SHEET 6 I SPLICE NOTE: NONSTRUCTURAL ANCHORS MAY BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. ANCHORAGE, SHEET 12 -C3°CLUSTER, _/ SHEET 12 SEE POCKET JAMB INSTALLATION ON SHEET 6 4 SILLSPLICE INTERIOR 6" CENTERLINI MAX. [—OF PANEL +2' SHEET 12 'C3" CLUSTER, SHEET 12 HEAD ANCHORAGE DETAILS 25-3/8' MAX. F+—\ I 6' '+2"ANCHORAG1,_\1 --�I MAX. SHEE712 END ANCHORAGE EXTERIOR (MIN.1 ANCHOR) 15 PXXX (3-TRACK) CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK CFINTERLOCK ANCHOR INFORMATION. {..,� CENTERLINE CENTERLINE I OFPANEL 2 �. OFPANEL a ANCHORAGE, J J "+2'ANCHORAGE, —`i 25-318" ANCMA)C F+�� SHEET II "+2"ANCHORAGE,, I 6" —rl MAX. ~— SHEETII "C3°CLUSTER, SHEET II SHEET II -C3- CLUSTER, EXTERIOR SHEET II END ANCHORAGE 12" MAX. 21.6" MAX. FRAME JAMB SEE POCKET JAMB REQUIRED@ INSTALLATION ON (MIN.. I ANCHOR) SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEET PXXX (3-TRACK) PRODUCT REVISED 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 8 2 ascomplyIng with the Florida FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code 17-0420.06 +48.21-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE END PANEL ANCHOR EXCEPTION: NOA-No. DESIGN PRESSURE IS +601-60 WHICH EXCEEDS THE PROJECT DESIGN I DISTANCE TO NEXTCLUSTER Expiration Dato 04114/2021 PRESSURE REQUIREMENTS. - TO BE25-3/6° O.C, OR LESS B / _ r FOR WOOD INSTALLATION USING ANY HeadlSill C3+2 Miami -Da rotluot Control ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: s" MAX. HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT CENTERUNE OF END PANEL MAx' THE INTERLOCKIASTRAGAL. FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE OPT. ANCHO-�� R 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. "C3" O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER AS 1�II I I I I I II �" P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET 11 FOR THE CLUSTER ANCHORS AT 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED Y LYN r� ANCHORAGE ANCHORAGE THE INTERLOCKlASTRAGAL. "+2 PER THE FIGURE ABOVE: \�� 1ceNSF M�,�F SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE ANCHORS AT THE ?5�� DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 _ J No. 56705 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 �m J ROSOWSKI - Z ` . OF CROSS-SECTION DRAWINGS. ® ' O •. sTAT of tv�� LOCATIONS B) SHEET 10 FOR SPECIFIC GLAZING TYPES. AND CALL NAMES. 3) INSTALLATION DETAILS INTO WOOD CAN COPYRIGHT®2O1T PGT INDUSIR ES, INC. ALLRICHTSRESERveD C NO CHANGES THIS SHEET. 04/05/17 i�� '•/�.FLORIDNALP.•' ?� i� SS ' •• • • • • ' NG C SHEET 17 FOR ALLOWABLE PANEL TYPES BE FOUND 1070 TECHNOLOGY DR D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. : SHEET 4 HEAD 8 SILL: N. VENICE, FL 34275 E SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET3 � SGD-5570 NTS 9 OF 21 0 ; $ MD-5570.0 � $ A A. LYP NF,MI6870 . P.E. F) SHEET 21 FOR A BILL OF MATERIALS. P-HOOK: SHEET 6 cenT. or- avrH. µrnss CRT.O AUTH.0 9 7/16" NOM. 3/16" HS GLAS! .090" PVE 3/16" ANN GLASS a EXTERIOR I- PRODUCTIS"EXTERIOR- GLAZED" IF#80-81 18 TOWARDS THE EXTERIOR. I I C] INTERIOR I PRODUCT IS "INTERIOR- I GLAZED"IF#80-811S TOWARDS THE INTERIOR.I SEE NOTE 2, THIS SHEET GLASS TYPE 1 PAINTED/ LAMINATED SURFACE I & EXTERIOR I PRODUCT IS "EXTERIOR- 7/8" NCM. GLAZED" IF #80-81 IS GLASS TOWARDS THE EXTERIOR I BITE I aNTE IRIOR I 79 PRODUCT f$ "INTERIOR- I 79 GLAZED"IF 480-81 IS TOWARDS THE INTERIOR. 65 J SEE NOTE 2, THIS SHEET 7116" NOM. 3/16" HS GLAS .090" PVI 3/16" HS GLASS 7116" NOM. 3116" HS GLAS .090" S( PAINTED/ 3/16" HS GLASS LAMINATED / SURFACE �so OR 81 - !( a EXTERIOR I \I PRODUCT IS"EXTERIOR- 7/8" NOM. GLAZED" IF #80-81 IS GLASS TOWARDS THE EXTERIOR BITE I a INTERIOR I PRODUCT IS "INTE 'OR- I T9 GLAZED" IF #80-81 IS TOWARDS THE INTERIOR. 85 SEE NOTE L/ THIS SHEET GLASS TYPE 1A 3/16" HS GLASS- .090" PVB- 3116" ANN GLASS - 7/16" AIR SPACE - 3N 6" T GLASS - PAINTED/ LAMINATED 82 OR 85 p SURFACE EXTERIOR \ PRODUCT IS "EXTERIOR- 7/8" NOM. GLAZED" IF #82-83 IS GLASS TOWARDS THE EXTERIOR BITE I C] INTERIOR I PRODUCT IS "INTERIOR- 79 GLAZED" IF #82-83 IS . TOWARDS THE INTERIOR, 85 SEE NOTE 2, J THIS SHEET GLASS TYPE 2 SILICONE STRUCTURAL HOT -MELT BUTYL 1-1/16" NOM. - 1-1/16" NOM. SILICONE 3/16" HS GLASS 3/16" HS GLASS 1/4" NOM. FOAM 3/16" NOM. POLYISOBUTYLENE WITH .090" PVB .090" SG WITH DESICCANT DESICCANT 3/16" HE GLASS 75 7s 3116" HS GLASS XT E. GLASS EXT. GLASS 7/16"AIRSPACE— 77 70 7/15- AIR SPACE STRUCTURAL 3/16" T GLASS 3/16" T GLASS 1T. GLASS C`C/� DINT. GLASS RCEMENT a EXTERIOR PRODUCT IS"EXTERIOR- SUPER GLAZED" IF #82-83 IS T6 TOWARDS THE EXTERIOR SPACERONXTTN I INTERIOR PRODUCT IS "INTERIOR- POLYISO- DESICCANT FILL AREA GLAZED" IF #82-83 IS BUTYLENE--� TOWARDS THE INTERIOR. SEAL 5116" NOM. I 1 SILICONE SEAL SEE NOTE 2, / ROLL -FORMED THIS SHEET 7fi KODISPACE 4SG TPS ALUMINUM � `REINFO ����lJ5/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS—. STAINLESS STEEL EXT. GLASS — VU,,- —INT. GLASS �v DURASEAL@ XL EDGETM T7 SPACER 78 SPACER PAINTED/ LAMINATED 82 OR W SURFACE EXTERIOR \ PRODUCT IS'EXTERIOR- D 7/8" NOM. GLAZED" IF #82-83 IS I GLASS TOWARDS THE EXTERIOR.I BITE I a INTERIOR PRODUCT IS "INTERIOR 79 GLAZED"IF#82-831$ TOWARDS THE INTERIOR. 96 SEE NOTE 2, THIS SHEET GLASS TYPE 3A NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. GLASS 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE "HS" SURFACE COPYRIGHT®2077 PGT INDUSTR ES, OF A LAMINATED GLAZING UNIT IS ALL RIGHTS RESERVED ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR N. VENICE. FL 34275 1-1/16" NOM. / PAINTED/ LAMINATED SURFACE V1718'�'NIOMSS E l� GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED T'=TEMPERED - "PVB" =.090" TROSIFOLO PV13 INTERLAYER BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLASO INTERLAYER Ts 7s BY KURARAY AMERICA, INC. 77 73 PRODUCT REVISED as complying with the Florida PAINTED/ Building Code LAMINATED NOA-No. 17-0420.06 SURFACE Expiration Date04114/2021 \ By 7/8" NOM. Miami- ad roduct Control GLASS BITE GLASS TYPE 4 VINYL SLIDING GLASS DOOR NOA (LM) GLAZING DETAILS NO CHANGES THIS SHEET. o Y'LYNAI ���'�•, •1.10ENSF'•.l�F � 10l05/15 NO.58705 7 �F ••. E OF 0 S T- J ROSOWSKI 04/05/17 �. 7,,ONALLIL��� 0 _ _ RT.IOF Ov- F uv $ SGD-5570 ,1 NTS 10 OF 21 la i MD-5570.0 a z A A. LYP N, ILLER P.E. SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR 15 2-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR 3.22" 3-TRACK CLUSTER "C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTrrE-1RyIOR — 3.22" v 4-TRACK CLUSTER 'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" o EXTERIOLLLOR 2-TRACK CLUSTER'C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR 3.22" 15 3-TRACK CLUSTER "CS' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" o EXT�E IR,IOR 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" t2.375" FOR ALL SILLS: FIGURES PERTAIN TO THE FOLLOWING SILL CLUSTER ANCHOR LOCATIONS: SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR lu 2-TRACK INTERMEDIATE 'N' ANCHOR LOCATION PANEL CENTERLINE EXTEERIOR v 3-TRACK INTERMEDIATE "+1"ANCHOR LOCATION PANEL CENTERLINE 0 EXT�IE-IRyIOR 4-TRACK INTERMEDIATE '+1' ANCHOR LOCATION PANEL_ CENTERLINE 4" EXTERIOR 2-TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR -•-I 3.22" 15 3-TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS PANEL_ CENTERLINE EXTTE-1RIIIOR 4-TRACK INTERMEDIATE -+2" ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLOWING SILL INTERMEDIATE ANCHOR LOCATIONS: HeadlSill +1 Jamb 5 P-hook 1 7 PANEL CENTERLINE 4" EXTERIOR 1/ 2-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS PANEL_ CENTERLINE 4" EXTERIOR w+ 3.22" 3-TRACK INTERMEDIATE "+3' ANCHOR LOCATIONS PANEL CENTERLINE 4„ EXTTTE-TR101 v 4-TRACK INTERMEDIATE "+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 102.3761, FOR ALL SILLS: F VINYL SLIDING GLASS DOOR NOA (LM) S 10/05/1F ANCHOR LOCATIONS Am J ROSOWSKI IGHT02017 PGTINDUSTRIES,INC. K NO CHANGES THIS SHEET: H 04/05/17 1070 TECHNOLOGY DR 1141 a� N. VENICE, FL 34275 (941)_480.1600 SGD-5570 NTS 11 OF 21 MD-5570.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04114/2021 \IITn111T"ii� If LYNV '�.. �'�`�.' LLCENgE'• �1�� �- No.58705 S� 0NAL 0\`• A. LYNN MILLER, P.E. p.E# 53705 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGALOR INTERLOCK— 4^ CENTERLINE EXTERIOR 15 2-TRACKCLUSTER"C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR 3.22" 3-TRACK CLUSTER'CY ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4„ CENTERLINE T,IERIRIOR 4-TRACK CLUSTER -C3"ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE EXTERIOR 3.22- 2-TRACK CLUSTER"CS ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4„ EXTERIOR 3.22" lu 3-TRACK CLUSTER'CS" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK — CENTERLINE EXT�IE-IRIIOR 3.2T v 4-TRACK CLUSTER -CS ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO TRACK DISTANCE IS 2.375"t2.3751. FOR ALL HEADS: FIGURES PERTAIN TO THE FOLLOWING HEAD CWSTER ANCHOR LOCATIONS: HeadlSill C31 Jamb 5 P•hook 7 HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE - EXTERIOR �J 2-TRACK INTERMEDIATE "+i" ANCHOR LOCATION PANEL CENTERLINE EXTERIOR (-1 3-TRACK INTERMEDIATE V '+1'ANCHOR LOCATION PANELCENTERLINE EXTERIOR 4-TRACK INTERMEDIATE "+t" ANCHOR LOCATION "ff - q �61 toffle N. VENICE, FL 34275 (941)-480-1600 PANEL CENTERLINE 4. EXTERIOR 3.29" v 2-TRACK INTERMEDIATE "-2'ANCHOR LOCATIONS PANEL_ CENTERLINE 4.75" EXTERIOR IZ 3-TRACK INTERMEDIATE �J '+2' ANCHOR LOCATIONS PANEL CENTERLINE EXTIE-IRIOR �+ y 4-TRACK INTERMEDIATE-2' v ANCHOR LOCATIONS PANEL 4„ CENTERLINE EXTERIOR 3.22" \/TE P-TRACK INTERMEDIATE .+3" ANCHOR LOCATIONS PANEL CENTERLINE 4„ EXTERIOR 3.22" (Z 3-TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS CENTERLINE TrrrE---111RIOR — 3.22" y 4-TRACK INTERMEDIATE "+3' v ANCHOR LOCATIONS NOTES: =OLLOWINGHEAD 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. R LOCATIONS: 2) TRACK -TO -TRACK DISTANCE IS 2.3" 2.375" FOR ALL HEADS: PRODUCT REVISED Head/Sill +1 as complying with the Florida Jamb' amb 5 Building Code Lp NOA-No. 17-0420.06 P-hook 1 7 Expiration Date04/74/2021 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS B e NO CHANGES THIS SHEET. SGD-5570 R1 NTS s 12 OF 21 JAI 10/05/15 JROSOWSKI 7a 04/05/17 M D-5570.0 \\SIT rrr�i LYN/y�� •, _ . No. 58705 O� •. Srkre o� ' ••� c��� S/ONAL IS �. A. LYNN MILLER, P.E. P.E# 58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW). FIGURES PERT;UNTOTHE FOLLOMNGJ 8ANC14ORLOCAiIONS: —►1 I r 2.375" ' — 4.75" 7A 25" 6" MAX. 21.6" 21.5" Head/Sill C3+1 Jamb 5 MAX. MAX. OPT. ANCHC TO AID ALIGNMEI`. NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. U O O O a a Head/Sill C3+1 Jamb 5 P-hook 7 MAX. AX 21.6" O.C. EXTERIOR I 2 TRACK FRAME JAMB JAMB JAMB (3) WEEP NOTCHES I�I�jII""II (4) WEEP NOTCHES I PER END @ 1"X.500" PER END @ 1" X .500" (5) WEEP NOTCHES � PER END @ 1" X .500" (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375'X. 5.00" SILL 1 � —Z�>- (6) TRACK WEEP HOLES (10) TRACK WEEP HOLES EVERY 24" @ 1.125" X.1 90"; (1) WEEP NOTCH EVERY \ EVERY24"@1.125"X.190"; 24" @ 1.375"X.500„ (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" SILL WEEPHOLE LAYOUT (2, 3 & 4 TRACKS) PRODUCT REVISED LYNN as complying with the Florida Building Code � ,`�•,. "'••. /LJ� �� C�� NOA-No. 17-0420.06 `� �\ ; • �)GENSF'•. i �'• �� Expiration Date 04/14/2021 _ � • � _ � No. 58705 •: � VINYL SLIDING GLASS DOOR NOA (LM) -e 10/05/15 By � Mlam -Da Product Control ;• �` _ G' ,�, --'�_ ANCHOR LOCATIONS C �1 W J ROSOSKI �O� •. ST TE E tv AIGALL RIcilis aESEavEso Es, INc. NO CHANGES THIS SHEET. 6a SS�ONAL1'a:C`��` 070 TECHNOLOGY DR � I04/05/17 N. VENICE, FL 34275 (941)-480-1600 E 1 d �3GD-5570� NTS 130E 21 MD-5570.0 �� A A. LYNN MILLER, P.E. CERT.OFAUTH. AIa298 y oz p,E.k5a705 HEAD 90' CORNER CLUSTER ANCHORS LAYOUT: Elk 4 ANCHOR LOCATIONS v 'C4' (USE WHERE 'Cr IS SPECIFIED) 3-TRACK 90' CORNER 'C4'ANCHOR LOCATIONS (USE WHERE -C3" IS SPECIFIED) 4-TRACK 90'CORNER "CV ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING 00' CORNER HEAD ANCHOR LOCATIONS: 90° Head/SIII C3 1 Jamb 6 P-hook 7 EXTERIOR I JRERIOR 2-TRACK90°CORNER 'CG' ANCHOR LOCATIONS (USE WHERE'C5' 15 SPECIFIED) IR 3-TRACK 90° CORNER n 'C6"ANCHOR LOCATIONS V (USE WHERE "CW IS SPECIFIED) SILL 90' CORNER CLUSTER ANCHORS LAYOUT: "Tin F R 1 4 4 2-TRACK 90"CORNER EXTERIOR °C4'ANCHOR LOCATIONS (USEWHERE "C3" IS SPECIFIED) ID R FI fl 1 3-TRACK90'CO1NE1, EXTERIOR "CCANCHOR LOCATIONS �y (USE WHERE "C3" IS SPECIFIED) vv 4" o 4-TRACK 90* CORNER EXTERIOR EXTERIOR 'C6" ANCHOR LOCATIONS �7 4-TRACK 90' CORNER (USE WHERE'C5' IS SPECIFIED) ANCHOR LOCATIONS (USEE WW HERE "C3" IS SPECIFIED) NOTES: ' N HOWN ARE BASED ON MINIMUM ALLOWED I 2-TRACK 90'CORNER EXTERIOR 6' ANCHOR LOCATIONS rn (USWHERE'T)S" IS SPECIFIED) v 3-TRACK 90'CORNER "C6' ANCHOR LOCATIONS (USE WHERE'CS' IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING 90' CORNER SILL ANCHOR LOCATIONS: 90' Head/Sill I C3 1 Jamb 5 P-hook 7 PRODUCT REVISED as complying with the Florida building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 ey Miami-D 8e Product Control EXTERIOR e c 0 . 4" ` ���. • LICENSE No.58705 Ty = / i0,n'•. STATE F �\ 4" 4-TRACK 90* CORNER DER IOR XONAL °C6° ANCHOR LOCATIONS Ju (USE WHERE "CS" IS SPECIFIED) A. LYNN MILLER, RE 1) ALL DIMENSIO S S 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK COPYR GHT®eat r Pcr INousTRIES, DISTANCE IS 2.375" E V2.3751. 2.3751. ALL RIGHTS RESERVED 1 1070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: N. VENICE, FL 34275 (941)-480-1600 C£RT. OF ALTH. U29296 P.E.0 58705 VINYL SLIDING GLASS DOOR NOA (LM) $ 10/05/15 ANCHOR LOCATIONS D 1 t� J ROSOWSKI NO CHANGES THIS SHEET. 04/05/17. NTS�j14 OF 21 19fl MD-5570.0MD-5570.0 HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 135' CORNER CLUSTER ANCHORS LAYOUT: FOLLOW FIGURES Pis-CORNERSLL -- ANCHOR LOCA110NS: 135° Ail 4" ° 4" 4" 4„ A o 4„ Head/Sill C3 1 �IE�RIyIOR — 3 22„ EXT�IE�RyIOR 4" EXTERIOR 4„ EXTERIOR iamb 5 2-TRACK 135' CORNER 2-TRACK 135' CORNER " II, P-hook 7 'C4'ANCHORLOCATIONS 'C6'ANCHOR LOCATIONS 2-TRACK RLCORNER V 2-6.TRACK RLCORNER (USE WHERE "C3" IS SPECIFIED) (USE WHERE'C5" IS SPECIFIED) "CW ANCHOR LOCATIONS "CW ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (USE WHERE'C5" IS SPECIFIED) 3-TRACK 135-CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) 4-TRACK 135" CORNER 4- 'CANCHOR LOCATIONS (USE WHERE'CS' IS SPECIFIED) 135' Head/Sill 1 amb 5 P-hook 7 3-TRACK 135' CORNER .CS'ANCHOR LOCATIONS (USE WHERE "CS" IS SPECIFIED) —�I Imo— 3.22" V 3-TRACK 135' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE "C3- IS SPECIFIED) "Nuo/1,11111,110 .. I P�!T �� EXTERIOR 4-TRACK 135' CORNER v 4-TRACK 135' CORNER 'C6' ANCHOR LOCATIONS "C4' ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) (USE WHERE -C3" IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK DISTANCE IS 2.375" W2.375- t2.3751, FOR ALL HEADS AND SILLS: EXTERIOR V 4" PRODUCT REVISED / 4" as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04114/2021 EXTERIOR 3.22" � 3-TRACK 135' CORNER "C6"ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) 4° .0�pNY... IVNt/ �. P�'• LICENSE •. �� =70 : T�TEO�-�� EXTERIOR T S k 3.22" i�Ls �ORIDP, •.•'\��: 'C6ANCK 135'C RTNER i� ZOIVAL,e o" (USE WHERE "CS' IS SPECIFIED) A. LYNN MILLER, P.E P.E.# 56705 VINYL SLIDING GLASS DOOR NOA (LM) 0 10l05115 ANCHOR LOCATIONS E o mt J ROSOWSKI FUGHT02017 PGTINDUSTRIES,INC. NO CHANGES THIS SHEET. rco 04/05/17 ALL RIGHTS RESERVED )70 TECHNOLOGY DR c z$ N. VENICE, FL 34275 NTSjl15 OF 211ajMD-5570.0OF 211ajMD-5570.0 HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: I SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: I F'SPuCEosL'LAANCHOR'�OCATI `",'SG SPLICE LOCATION 4" EXTERIOR 3.22' ID 2-TRACK SPLICE "C4' ANCHOR LOCATIONS (USE WHERE'C3" IS SPECIFIED) SPLICE LOCATION 4.75" EXTERIOR 4- 3-TRACK SPLICE 'C4' ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) SPLICE 4.75" LOCATION EXTERIOR 4.' 4-TRACK SPLICE 'G4" ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING SPLICED HEAD ANCHOR LOCATIONS, Head/SILL C3 1 Jamb 5 P-hook 7 SPLICE_ LOCATION 4" EXTERIOR 3.22' 15 2-TRACKSPLICE 'CS" ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) SPLICE LOCATION 4" EXTERIOR 3.22" A 3-TRACK SPLICE 'C6"ANCHOR LOCATIONS (USE WHERE °C6' IS SPECIFIED) EXTFnRIC V 4-TRACK SPLICE "C6' ANCHOR LOCATIONS (USE WHERE "C6" IS SPECIFIED) SPLICE LOCATION 4" o EXTERIOR I-1 2-TRACK SPLICE �J -C4- ANCHOR LOCATIONS (USE WHERE'C3" IS SPECIFIED) SPLICE SPLICE LOCATION 0o EXTERIOR 3.22" 4-TRACKSPLICE 'C4' ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) �L v LOCATION 4" EXTERIOR n 3-TRACK SPLICE 'Cd"ANCHOR LOCATIONS (USE WHERE'G3° IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 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 2.375" 2.375" 2.375" FOR ALL HEADS AND SILLS: I 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPLICE LOCATION 999���000 4 o 0 EXTERIOR 2-TRACK SPLICE "C6' ANCHOR LOCATIONS (USE WHERE'C5- IS SPECIFIED) SPLICE, ¢" 0 9 . I EXTERIOR 4" 3-TRACKSPLICE 15 'C6' ANCHOR LOCATIONS (USE WHERE "C5' 13 SPECIFIED) Head/S(II Ca Jamb 5 P-hook 71 PRODUCT REVISED " oomplying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 ```1101111", 3.22" NY LYN 4TRACKSPLICE `� `(�� ••'^•���L� '4 'Ce'ANCHOR LOCATIONS C1�,• L,1GEN,SF ••�(� (USE WHERE "C5' IS SPECIFIED) P: • •, •(n� T} No.58705 '�1910N..LI lilt IEC;G•`• A. LYNN MILLER, P.E. P.E.# 56705 L 0 COPYRIGHT®2017 PGTINOUSTRIES. N. VENICE, FL 34275 (9411-480-1600 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS F NO CHANGES THIS SHEET. 3GD-5570 1$ NTS lif 16 OF 21 c 10/05/15 J ROSOWSKI W04/05/17 MD-5570.0 PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL OUTSIDE 90- ASTRAGAL INSIDE 90' ASTRAGAL OUTSIDE 135' ASTRAGAL INSIDE 135' ASTRAGAL INTERIOR OR OUT IN STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER EXTERIOR GLAZED G SINGLE INTERLOCK E P r PP K p L e L TC TA T/ V T q V OUT (aarovr7 M."o SINGLE INTERLOCK B H A C C SC SA S/ V S q V W IN / 05OX0.0 (aOXWI >- %' FIXED STILE RR R �T S FC FD F / �/ F ii E/ V I— 4J BoxouO (eoxaq LLI LOCKSTILE Fi (� N !� ��l --I Wl HANDLE 17 (e=Mm laaxar) ASTRAGAL BOX OUT L i� % r U LL (3oX ou !) (gpx ffioxoun ASTRAGAL BOX IN T I U V..I —J l � aoxal (aoX 90XW1 OUT. 90' ASTRAGAL C T CS CF w Z RECEIVER ASTRAGAL JL A �/.�{ ®"F a RECEIVER `� •� OUT. 1 ASTRAGAL �� �� �� RECEIVER !!��] IN. 135' ASTRAGAL ■ a rT IV/IY/ p IN/� iS ' u �V ,F RECEIVER LEFT _ RIGHT PANEL PANEL STILE STILE PANEL TYPE "I'" 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 FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH COPYRIGHT®2017 PGTINDUSTRIES, ALL RIGMSRE&ERVED TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 SCREEN PANEL TYPES DOUBLE INTERLOCK ASTRAGAL LOCKSTILE r': �.�M�.N+� DOUBLE INTERLOCK / V/ JLOCKSTILE t--I �---�' ASTRAGAL S® SINGLE DOUBLE INTERLOCK INTERLOCK DOUBLE A INTERLOCK �Q LOCKSTILE UASTRAGAL LOCKSTILE ®S DOUBLE SINGLE INTERLOCK INTERLOCK VINYL SLIDING GLASS DOOR NOA (LM) PANELTYPES 11 INc. rc I NO CHANGES THIS SHEET. 41 SGD-5570 y NTS E 17 OF 21 121 10/05/15 J ROSOWSKI IPA 04/05/17 MD-5570.0 PRODUCT REVISED as complying with thG Florida Building Code NOA-No. 17-0420.06 Expiration Date 04M4/2021 LYNiv No.58705 ' O� .• STATE OF �s'•.'c1 ORIDP`. •'•GN A. LYNN MILLER, P.E. F+ 5.875 ►I 10.635 540 r .291 .061 I "HI 100 ��'•550.500 1.812 iio�lI Q 1.681 # lo-- .062 .930 1.9281�- .100E] L s l� F IRAME SCREW 301 INTERLOCK CAP, 1O 2 TRACK HEAD/JAMB ©4 TRACK SILL COVER (PVC) © ANCHOR PLATE Q TRACK INSERT 10 EXTENDED POCKET 1-8.250 j IFS 8.250 i�O�OI�H� � I O O.100 E 81 1.813I-1 rT�� ar�Lall�Q J. O3 3 TRACI( HEAD/JAMB ® 3 TRACK SILL 10.625 i C❑�5.875 OLl 10t0 1•$13 a9�681=❑ 1; a O 4 TRACK HEAD/JAMB (� 2 TRACK SILL -�{ 1.570 � 1.625 I-+ 2.833 2.3168 110 -� 1 I--- .188 .I�- I -1.000 � p 1.435 252 f.062 .231 F .060 1613 .. --1 2.060 .949 � -T831 1.9 Tu- 4-e-.062 � p 060 11 BOTTOM RAIL O SUPPORT 12 OUTER SILL O COVER SILL TRACK 13 COVER 17 P-HOOK ADAPTOR 1-- .762 5.178 100 --1 .080 18 P-HOOK L540 540 2913.000 .061 .229 2.975 094 � 2'141 626 �� 500 ' .075 1+ 2.607 � 4 1.406 F-I- --.062-►4--.062 �� 19 EXTENDED 20 KEEPER @ BAR GOVERMENT n REINFORCEMENT Q 24 FIXED PANEL CLIP PATE RCEMENT 1.695 1.695 309 1 �-•�- 2.696 3.483 .125 070 2.768 400 2.768 F 2.210 .300 2.025E:1 f-.312 I2-182 A2-.182 2.291 100 .1 . TOP, BOTT TOP, BOTT AGAL EXTENDED POCKET AND TILE OM © AND STIILEOM ©R INFORCIEMENT, 28 REINFORCEMENT, @RE REINFORCEMENT 30 INTERLOCK ADPTER REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT - 3.452 1.472 - .125 3.209 .125 2.175 .070 - .300 135° CORNER 135° CORNER ASTRAGAL 36 PASSIVE MOUNT O60 13.713 1.170 37 135' CORNER OASTRAGAL CAP, EXTERIOR --►1.912 6 1.261 .912 .062--^� 1.261.261 .210li.065 80 7116- SQUARE D 81 BEVELED EAD 82 BEVELED BEAD .252 -� 1.261 83 1-1/1� OGEE BEAD 2.51 j 2.838 .080 2.073 .099 16 075 4.835 4.279 - .100 , .090 U 2.1 34INTERIOR JAMB COVER 9.875 PRODUCT REVISED 0o as complying with the Florida INTERLOCK PANEL STILE, TOP Bullding Code 31 ADAPTER 32 ASTRAGAL ADD -ON 33 AND BOTTOM RAIL NOA-No. 17-0420.06 3.326 - 1 . - 3.345 NOTES: r--.919 1) SEE SHEET 4 FOR .090 L SILL RISERS. .0413 1.500 3.j3.345 ,060 j2) SEE SHEET 20 1 .065 1 » FOR SCREEN PARTS. ©ASTRAGAL CAP, 39 ASTRAGAL R 40 ASTRAGAL CAP, 41 90* CORNER 3) ALL DIMENSIONS ASTRAGAL CAP, N INCHES. INTERIOR EXTERIOR INTERIOR .173- 1 J � VINYL SLIDING GLASS DOOR NOA (LM) A 10/05/15 f I'1.261 �j I EXTRUSIONS 9m J ROSOWSKI a %\ 1-3/16 COPYRIGHT02017 PGTINOUSTRIES,INC. K NO CHANGES THIS SHEET. z 04/05/17 "� OGEE BEAD ALL RIGHTS RESERVED 1070 TECHNOLOGY DR �a N. VENICE, FL 34275 (941)-480-1600III' CERT. OPALITH u a2911 IiISGD-55701.1 NTS 18 CF 21 jz MD-5570.0 �'$ A Expiration By i u ` 1lYILYNII '. e�A' . - %GENyF * ; No. 58705 =� d� ' Q ((` ...(GRID?;.•' .0 1 MIN I0 `", A. LYNN MILLER, P.E. P.E1tb8705 1) INSTALL 2) INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMB (4) CLIP ANCHOR CLIP INTO ATTACHMENT &SUBSTRATE, ASSEMBLY PANEL HEADER TYPE AS USED ° USING 4 INSTALL ONE BLOCK AT ea BLOCK rn IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. �L11 TABLE A, SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTALL ° ONE BLOCK THAT OTABLE 1 (3) #10 X SPANS BOTH PANELS. so�kl (3) #8 X 1.5"SMS I 1." SMS 11 d ems- 23 FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE (2) 1l4" za PANEL MIDSPAN OF EACH FIXED 95 CLIP PANEL -TO -FRAME JAMB LOCATION. X 2-1/4" SMS AI IAUH WI IHiFCX 7-1/4'" @ 34-1/2" MAX O.C. (2) X 1" SMS THROUGH SUPPORT,(`sz IVIDq�I UJ INTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK 0 PANEL ,lox ASSEMBLY -1/2" SMS ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS INTERIOR NOTES EXTERIOR 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/1: ACCESSORIES INSTALLATION I I mj J ROSOWSKI 01 CORRECTED #96 R9104/06/171 N. VENICE, FL 34275 _ —1 (941)-480-1600 l SGD-5570 NTS $ 19 OF 21 1� MD-5570.0 CERT. OF AUTH.#29296 N y KEEPER TO JAMB ATTACHMENT PRODUCT REVISED as c p'Code " with the Florida Building NOA-No. 17-0420.06 Expiration Date 04/_1.4/2021 NY LYNN �O ..: No, 58705 STATE OF (V �C�S •F<ORIDP,. A. LYNN MILLER, P.E. P.E.N 58705 BOX SCREEN DETAILS: VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE .875 � � .875 � I"— 1.020 � �-- 1.993 1.9j93 1.8y74 .L,I L �J —.062 Lf .062 .062 @1ao BOX SCREEN 107 BOX SCREEN 102 BOX SCREEN TOP RAIL @BOTTOM RAIL @SIDE RAIL 1.020 �— 1.593 1.373 I3 1872 063 yy 055 1.83 11L lu L 062 ­4 1- --.372 103 BOX SCREEN 1D4 SOCREEN tos BOXSCREEN INTERLOCK SNAP -ON ASTRAGAL BUG FLAP ADAPTER i— —` 1 1,487 4 1. 055 �� 1.343 �— 1.487 050—� 1.510 t_ .060 BOX BOX SCREEN HEAD 105 ASTRAGALEN 107 ILL ADD -ON 108 AND JAMB ADD -ON ADAPTER STANDARD SCREEN DETAILS: VERTICAL SECTION EXAMPLE j�2.r COPYitIGFR®2017 PGT INWSTRIES, ALL RIGHTS RESERJED 1070 TECHNOLOGY DR N. VEN ICE, FL 34275 (941)-480-1600 HORIZONTAL SECTION EXAMPLE 32 131 121 122 HORIZONTAL SECTION EXAMPLE —�jF-1.081 1.202 1.778 y.778 � 35 tEEN Izt SCREEN 1zz SCREEN OXO IME @SIDE RAIL, @ASTRAGAL L LATCH ADAPTER 725 1435 .765 � .782 I F- .040 062 1z3 SCREEN VINYL 124 FRAME SILL ASTRAGAL SCREEN ADAPTER ADD -ON PRODUCT REVISED as complying with the Florida Building Cade NOA-No. 17-0420.06 Expiration Date 04/14/2021 W11-111, ��1"01AY LYIV,, NOTES: �� t�0...... Ntij� 1) ALL DIMENSIONS IN INCHES. Q?•• ' t ICENSF •.1�� 13 VINYL SLIDING GLASS DOOR NOA (LM) $ 10/05/15 Ne• 58705 : SCREEN DETAILS w J ROSOWSKIt) 7- ��,�'•, STA EOF W� NO CHANGES THIS SHEET. �� 04105/17 CCS' • °�ORIDP,.•' �� �q r,01VAL1E 1�� SGD-5570 NTS $ 20 OF 21 E z MD-5570.0 6 z A X LYNN MILLER, P.E. y y P.E.it58705 TARI F r - # I Part# I Description Material 1 19001 2-Track Head/Jamb Rigid PVC 2 19002 2-Track Sill Rigid PVC 3 19025 3-Track Head/Jamb Rigid PVC 4 19026 3-Track Sill Rigid PVC 5 19027 4-Tmck Head/Jamb Rigid PVC 6 19028 4-Track Sill Rigid PVC 7 19009 Frame Screw Cover Rigid PVC 8 19031 jAnchcr Plate 6063-75Alum. 9 19007 ITIrack Insert e063.76 Alum. 10 19064 linterlock Cap - Extended Pocket Rigid PVC 11 19036 Bottom Rail Support E063.TB Alum. 12 19006A Outer Sill Cover 606346 Alum. 13 19011 Sill Track Cover Rigid PVC 17 19032 P-Hook Adapter 6063-T6 Alum. 18 19020 P-Hook 6063-T6 Alum. 19 19047M Extended Keeper 6063-T6 Alum. 20 19029M Keeper 6063-TB Alum. 21 19014 Reinforcement Bar Cover Rigid PVC 22 19030 Reinforcement Bar 6005-T5Alum. 23 19037M Fixed Panel Gip 6063-TS Alum. 24 19035M Reinforcement Plate 6063-T6 Alum, 25 19017M Top Rail, Bottom Rail and Lockstile Reinforcement 6005-15 Alum. 26 19046 Composite 27 19018M Intedock .30D Reinforcement, Std. 6005-75 Alum. 28 19013M Interlock .400 Reinforcement, HD 6005-T5 Alum. 29 19019M jAstragal Reinforcement 600545 Alum. 30 19083 Extended Pocket Interlock Adaptor 6063-TB Alum. 31 19005 Interlock Adaptor Rigid PVC 32 19008 lAstragal Add-cn Rigid PVC 33 19004 jPanel Stile, Top/Bottom Rail Rigid PVC 34 19040 lInterior Jamb Cover 6063-T6 Alum. 35 19076 135' Comer Astragal 6063-76 Alum. 35 19077 135' Comer Astragal Passive Mount 6063-TS Alum. 37 19079 135' Comer Astragal Cap - Ext. Rigid PVC 38 19080 135' Comer Astragal Cap - Int, Rigid PVC 39 19078 90' Corner Astragal 6063.16 Alum. 40 19081 90' Corner Astragal Cap - Ext. Rigid PVC 41 19082 90' Corner Astragal Cap - Int. Rigid PVC # Part# Description Material 42 19085 Sill Rlser-(2-112") 6053-76Mum. 43 19022A SIB Riser - (3-1/2") 6063•TS Alum. 44 19023A Sill Riser - (4-1/16") 606346 Alum. 45 19024A Sill Riser - (4.5/8") 6063-76 Alum. 50 718609W .187" x .320" Finseal (Stile) 51 71696K 1-1/2" x 1" x 314" Fin Seal Dust Plug 52 71696 Dust Plug 60 419041 Interlock Clip Cover PVC 61 78153X Tandem Roller Assembly SS 62 78163N Tandem Roller Assembly Nylon 63 78X75FPTX #8 x 3W' Ph. FH SMS @ Roller & Reinf. SS 64 419042 Frame Header Block Nylon 65 48052 Roller Adj. Hole Plug PVC 68 44385 4 Hole Bumper Stop PVC 67 76X114FPTX #6 x 1-1/4" Ph. FH SMS @Bumper Stop SS Be 71696G Sill Plug PVC 69 78185X Gemini Mortise Lock w/long Trim plate SteaVSS 70 71032X1FPFX 10.32 x V Ph. FH PAS @ Lock SS 71 varies Handle Kit Cast Zinc 72 19054 Interlock Retainer Clip Nylon 75 Kommeding 4SG TPS Spec erSystem 76 Quanax Super Spacer nXr with Hot Melt Butyl See Sheet 10 for 77 Quanex Duraseai Materials 78 Cardinal XL Edge Spacer 79 Dow Coming 995 or GE-7700 Backbedding Silicone 80 19090 7/16" Square Bead Rigid PVC 81 7/16" Beveled Bead Rigid PVC 82 19D44 1-1116" Beveled Bead Rigid PVC 83 19045 1-1116" Ogee Bead Rigid PVC 84 19016 1-3116" Ogee Bead Rigid PVC 85 71725K Setting Block 1/2" x V x 1/16", B5 +/- 6 duro. Neoprene 86 71726K Setting Block 1" x 4" x 1/16", 85 +1- 5 duro. Neoprene 90 781PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 91 78X114PHPT410X #8 x 1-1/4" Ph. PH SMS @ Relnf. Bar SS 92 710XIPHPTIMX #10 x 1" Ph. PH SMS @ Rail Support SS 93 710X115PPX #10 x 1-112' Ph. PH SMS @ Fxd. Pnl. Clip SS 94 710X2.6PHPT18.8X #10 x 2.112" Ph. PH SMS @ Reinf. PlatelAst. SS 95 71420X2.25FPFX #12 x 2-1/4" Ph. PH SMS @ Hdr. Block SS 98 710X1.75PPX #10 x 1-3/4" Ph. FH SMS @ Ast. Mount SS 97 710(34PPX 1#10 x 34' Ph. PH SMS @ Ext. Pkt. Int. SS 98 710X2PPX #10 x Z' Ph. FH SNI S @ Keeper Be nkoffill NOTES: 1070 TECHNOLOGY DR 1) ITEMS #14-16, 46-49. 53-59, 73, 74 & 87-89 & 99 ARE NOT USED AND ARE N. VENICE, FL 34275 NOT PART OF THIS APPROVAL. (941)_480-1600 TARI F n• Rf1X Sr:RFFN # Part# Description Material 100 12266 Box Screen Top Rail 6063 75 AI 101 M57 Box Screen Bottom Rail 6063 T5 AI 102 12258 Box Screen Side Rail 6063 T5 AI 103 64428 Box Screen Interlock 6063T6AI 104 17347A Box Screen Snap-cn Bug Flap 6063 78 AI 105 64345 Box Screen OXO Astragal Adapter 608378 Al 106 17349 Box Screen Astragal Adapter 6063 T6 AI 107 19039 Box Screen Frame Sill Add -on 606376 AI 108 19038 Box Screen HeadlJamb Add -on 6093 16 AI 109 720XIX #14-20 x 1" MS @ Top Rail SS 110 720XI12X #14.20 x 1-112" MS @ Bottom Rail SS 111 71793G Wstp, .270" x .150' - Fin Seal 112 51805K Wstp, .187' x .600' @ Bug Flap 113 7SRAZ Standard Roller Nylon 114 7SRAX HD Roller SS 115 varies Screen Locking Herduare Steel 116 419053 Screen Keeper Steel 117 76X1PPA #6x 1" Ph. PH SMS Steel 118 16921314 Screen Spline- AW & .166' Vinyl 119 1816C21 Screen Cloth I Fiberglass TABLE E: STANDARD SCREEN # Part # Description Material 120 12033 Screen Frame Rail 6063 T5 At 121 12026A Screen Frame - Side Rail (Latch) 6063 T5 At 122 17363 Screen OXO Astragal Adapter 6063 T6 At 123 4653K Screen Vinyl Astragal Adapter Rigid PVC 124 19012E . Frame Sill Screen Add -on 6063 T6 At 125 6FP95K Bug Flap, 85+/- 5 duro. Vinyl 126 7SX112PSATS #8 x 1-1/2" Ph. PH SMS (Assembly) SS 127 712027 Comer Key Wheel Assembly (Standard) Nylon 128 7120276S Corner Key Wheel Assembly (HD) SS' 129 varies Screen Locking Hardware Steel 130 710)G4PPSDAX #10 x 3/4" Ph. PH SMS @ Screen Ast. SS 131 78X12PPSM8X #8 x 1/2" Ph. PH SMS @ DoorAst. SS 132 1892/3/4 90reenSpline-.145" Vinyl 133 1816C20 IScreen Cloth I Fiberglass ICI VINYL SLIDING GLASS DOOR NOA (LM) I,I 10/05/15 PARTS LIST 1,12u J ROSOWSKI NO CHANGES THIS SHEET. zg >a a 3GD-5570111 NTS 11T 21OF21 1191 MD-5570.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration OaSe,04/14/2021 vvvvrllinrrr LYNN.i y)• No.5B705 73 ;CNALIEN��` A. LYNN MILLER, RE P.E.958705 _