Loading...
HomeMy WebLinkAboutNOAST LUCIE COUNTY CONCEALED FASTENERS OR ATTACHMENTS ',UILDING DIVISION ARE THE RESPONSIBILITY OF THE REV1EUdED FOR COMPLIA CONTRACTOR OF RECORD a., REVIEWED BY SDAN UIM M I AM I•DADE . DATE — — r PLANS AND PERMIT BY MIAMI-DADS COUNTY MUST BE KEPT ON JOB OR �t�c��CogWODUCT CONTROL SECTION NO INSPECTION WILL DE MADE 11805 SW 26 Street, Room208 DEPARTMENT OF REG 1 RESOVWES ER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for. quality assurance purposes: If this product or material fails to perform in the accepted manlier, 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. THPcE PLANS AND f�[J- ?►.'OROUL V V0R}; ; �., RE SUBJECT , 0 AN')c�r�r�G:�.��I !GINS MIAMI•DADE COUNTY �/ r ...® , Jij .QUIk1Eft MY NO I�isprmivi.a -mAT FAY BE NECEcSk,,Y IN 011i11CF1. COMPI.Yllb11THAapp4PWCAULb Ck.►>i 5, NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 Page 1 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 10105115, 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, 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) 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) Jorge M. Plasencia, P.E. Prod et 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 (coat.) 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, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted tinder 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® Ultraclear, 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 Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5th 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. P duct 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 & 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 PER ASTM 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 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 IX ARE 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 TABLE A: Group Anchor Substru(. From. Member Min. Edge Distance Min. Embedment A 912. steel SMS (G5) or 410 S.S. SM9 (mla 11 threadslin) P.T. Southern Pine (SG-0.55) Head/Si11fJamb 9116, 13/8' P-hock 9116" 1318" Aluminum, 6063-T5• 0.125' min. IhleNness Head/SIIVJamb 3/8" 1/8" P-hook 3/8' 1/8" Steel, A36• (0.060' min. thickness) Head/SIIVJemb 3/8' 0.080' le -hook 3/8, 0.080' Steel Stud, A853 Gr. 33' 0.071' min. thickness) Head/SIIVJamb 3l8' 0.071' (14 Ge.) P-hook 318' 0.071. 14 Ga. 1/4' Mae Ultracon P.T. Southem Pine (SG=0.55) Jamb V 1.3W le -hook 1" 13/8' 1/4' Elea 410 S.S. CretsFiex P.T. Southern Pine SG.0.55 Head/SIIVJamb 1' 13/8' P-hook 1' 13/8' B #12, steel wood screw (05) P.T. Southem Pine G-0.55) Head/SOUJamb 9116' 13/8- P-hook 9116, 1.3/8' 1/4' Elea Ullmann• Concrete 2.85 ks) P-hook 1" 1.3/8' Haad/SOVJemb 13116• 1-3/8' Ungmuted CMU, ASTM 0-90 Jamb 1' 1-1/4' P4wok 1' 1-1/4' C 1/4' Elea 410 S.S.cret.Flez Ungroulad CMU, (ASTM "0 Jamb 13/41 1-1/4' P-hook 13/41 1.1/4' Concrete min. 3.35 ks0 Head/SiIVJ mb 1-3116' 13/4" P-hook 1' 1-314' 114' Elea 18-0 S.S. Agg-Gator Concrete mtn. 2.22 ks1 Head/SHI/Jamb 1-1/2' 1318" P-hook 1.1/2' MIS' Ungmuted CMU, ASTM C-90 Jamb 2' 1-1/4' P-hook 2' 1-1/4' P.T. Southern Pine (SG=0.55) HaadrSllVJamb 1' 13/8' P•hoak 1" 13/e' D(ASTM 1/4' Ebo Ultracon Concrete (min, 2.85 ksi) Head/SIIVJamb 2-112" 1-3/8' P-hcok 2-112' 13/6• Ungrouled CMU, C-90) Jamb 2.1/2' 1-1/4' P-hook 2-1/2' 14/4" il4• qco 410 S,S. CmteFlaz Concrete min. 3.35 ks HeadISIIUJamb 2-1/2' 1-314" P-hook 2.111 13/8• Ungmuted CMU, (ASTM C-90 Jamb 2-1/2' 1-1/4' P-hook 2-112" 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 EXTRUSIONS .....................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 FOR THE SLIDING GLASS DOORS MAY 13E 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), 5TH EDITION •ASTM El 300-09 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 N. VENICE, FL 34275 Material Min. Fy Min. Fa Steel Screw 92 its! 120 ksl 410 Screw 90 ksl 110 ksl Elco Aggre-Gator® 5T ksi sew Elcc UllraConO 155 ksl 177 ksl 410 SS Elea CreteFlex® 127.4 ksI 189.7 kSl 6063-T5 Aluminum 16 ksl 22 ksi A38 Steel 36 ksl 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksf VINYL SLIDING GLASS DOOR NOA (LM) I.I 10/05/1; GENERAL NOTES 11al J ROSOWSKI UPDATED TO FBC 2017, VINYL MFG, 40 04/06/17 OC41 3GD-55701il NTS 111 1OF21 1N MD-5570.0 66 A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date04/14/2021 LYNN Q'r * : NoNo.,58705 ZORI �0NAL1��•\• mil A. LYNN MILLER, P.E. P.E.# 68705 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 1 I. MAX. UNIT a I HEIGHT PER TABLES 1 & 2 Ig I� J 1-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT 3 HEIGHT a PER TABLES 1 & 2 2-PANEL CONFIGURATIONS MAX. UNIT WIDTH ►{ NOM. PANEL WIDTH PER TABLES 1 & 2 D I 3 � MAX. UNIT a " HEIGHT a I PER TABLES 1 & 2 / / / 5-PANEL CONFIGURATIONS e NOM. PAN PER TAE MA) HE PER TAI _L WIDTH LES1 &2&2 MAX. LINII VVIU Iti UNIT 3 3 GHT D a a ILES� 1 & 2 � � Z 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT a HEIGHT a a PER TABLES 1 & 2 3-PANEL CONFIGURATIONS — MAX. UNIT WIDTH NOM. PANEL WIDTH 7T) PER TABLES 1 &2 MAX.. UNIT 3 a I D I" HEIGHT a D I" o PER TABLES 1 & 2 I PO— IN p i Y J 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH E PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 � 1 ° I e I� I� I= I� J 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX.. UNIT HEIGHT PER TABLES 1 & 2 1 MAX. UNIT WIDTH NOM. PANEL WIDTh PER TABLES 1 & i i MUNIT5 HEIGHT / / PER 8 TABLES 1 & 2 CORNER, TYP. I—� OUTSIDE CORNERSNOWK INSIDE CORNER SINIIIAR N o I� Iw J 8-PANEL CONFIGURATIONS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 CONFIGURATIONS NOTES: "X" = OPERABLE PANEL "0" DLO WIDTH = NOM. PANEL WIDTH-8-9/16" i, LYN�y 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB = INOPERABLE PANEL °P° NOM. PANEL WIDTH = PANEL WIDTH + 1-3116" ��� aONY C '' ' 110ENS� • 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" PCB; ,��� POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT =DOOR HEIGHT - 2-1/2" _ yr .; 1Vo_ 5870.5 2) 90" & 135" CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS, VINYL SLIDING GLASS, DOOR NOS (LM) 10l05/15 _ p �> —70 ���1 o EXAMPLE CONFIGURATIONS J ROSOWSKI ��T .,� Dl 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND ® 0 '��i9s ��oRIDP,..•''��\�� REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER CAPYRGFi7o2017POTIemusmles,INC. ALL RIGH75 RESERVED $ NO CHANGES THIS SHEET. 04/05/17 "��"/O NAL ENG��"` 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. G 1070 TECHNOLOGY DR i i�� 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.666 FT' L--SHEET NUMBER N. VENICE, FL 34275 (941)-480-1600 _ " SGD-5570 NTS 2 2 OF 21 d ox MD-5570.0 € A 111 MILLER, PE. P.ER58705 ' CE.,. OF AUM M296 H DETAIL Al DETAIL B1 THRU 1X WOOD ASTRAGAL INTO MASONRY FACING EXT. CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. TYP. ANCHOR TYPE, •: EMBEDMENTAND 94 MAX 26 O.C. EDGE DISTANCE PER •. ' Y' SUBSTRATE, SEE , a• . TABLE A, SHEET 1 DAYLIGHT 10 INTERIOR NOTE 3, BELOW - OPENING ' j zs — — — — WIDTHEMBEDMENT F qe .- LL, 11 o EDGE �. DISTANCES o _'..7 4 1X OR 2X WOOD 6 � / BUCKSTRIP. SEE ANCHOR / / NOTE 3,SHEET 1 PLATE AT / EVERY / ANCHOR LOCATION i DETAIL A2 2X WOOD BUCKSTRIP OR INT02XWOOD FRAMING, SEE ANCHOR - NOTE 3. SHEET I --- TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER_ SUBSTRATE,SEE TABLE A. SHEET 1 & NOTE 3, BELOW EDGE 1/4" MAX. EMBEDMENT K)TE 6, SHEET FRAME WIDTH REQUIRED IF DOOR HEIGHT IS OVER 96' DETAIL C1 INTERLOCK SEE NOTE 6, THIS SHEET (4) THRU KEEPER @ MA 3.5- O.C., SEE SHEET 1 DETAIL D1 INTO METAL 1/4" MAX. XTE 10 DIRECT! � i 32 — THIS SHEET EMBEDMENT— SEENOTE 6, THIS SHEET 28 L_ _ _ _ _ 1 #8 X 3/4" SMS REINFORCEMENT SCREW; 7 63 PER STILE, LOCATED AT CENTERLINE AND 6", HORIZONTAL SECTION (XXX SHOWN) 9" & 12" FROM ENDS (FACTORY INSTALLED). DETAIL C2 _ DETAIL D2 ---` DETAIL B2 ASTRAGAL INTERLOCK INTO MASONRY ` ` _ FACWG INT. AYLIGHOPENIN REQUIRED IF DOOR 27 HEIGHTISOVER96' EMBEDMENT — — Q 91 1/4"MAX. —►j F WIDTH zx a EDGE INTERIOR 1 DISTANCE ao o P SEE NOTE 6, THIS SHEET 7 LLL��� I y I�-•--�I I x 28 27 26 R 25 —1 TYP.ANCHORTYPE, 31 0 93 o c zS a 17=3 EMBEDMENTAND EDGE DISTANCE P q PER SUBSTRATE, SEE TABLE A, SHEET I n I THRU KEEPER Q MAX L= 1 & NOTE 3, BELOW I EXTERIOR' l 1* O.C., SEE SHEET 19 L _ J PANEL WIDTH _ _ _ CONCRETE/CMU PER ASTRAGAL MAY BE AREQUIREMENT INSTALLED IN EITHER HORIZONTAL SECTION (XO SHOWN) FIXED PPANEL CINTERIOR OR PANELCLIP & NOTES ANCHORS, SEE E R R ON. 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6, THIS SHE DETAIL SHEET 19 ALL PARTS IDENTICAL. 2) REFER TO ANCHOR NOTES, SHEET 1. FOR ALL LocKsnLEs, M 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ASTRAGALS, FIXED IO VINYL SLIDING GLASS DOOR NOA (LM) q 10/06/15 ANCHOR QUANTITIES, SEE TABLES 1 & 2. STILES AND 4) 4) CONTINUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION, HORIZONTAL X-SECT. o% J ROSOWSKI FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. COPYRi.HTo2U17 PGTINo6STMES,INC, NO CHANGES THIS SHEET. �� 04/05/17 FOR INTERLOCKS 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL O ALL RIGHTS RESERVED REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF 27 28 ONLY 1070 TECHNOLOGY DR � 0 THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N. VENICE, FL 34275 STANDARD HD g 11091 7) SEE SHEET 20 FOR SCREEN DETAILS. (941)-480-1600 ;e SGD-5570 NTS �g4 3 OF 21 0 MD-5570.0 a A CERT. OF AUTK 929M tR w7 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE 3 DISTANCE EDGE DISTANCE- TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED as complying with the Florida Bcllding Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 �ICENgFZ'� Q: • ':FBI �• ; No. 58705 =_ tt�— 0�� STATE 01: � • �� ,i�C`s''-ft ORIDI`- G:N�' �';ONA� 10.�`� A. LYNN MILLER, P.E. P.E.668705 DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT INTO MASONRY AND EDGE DISTANCE PER iXSUCKSTRIP SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET CONCRETE/CMU EDGE PERANCHOR DISTANCE REQUIREMENT EMBED- MIs ENT 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 -I EDGE 1 & NOTE 3, THIS SHEET I DISTANCE I 1 /4" MAXT a c 114" MAX. t nn I OR 2X WOOD 1 e L1 BUCKSTRIP, SEE 50 ANCHOR NOTE 3, / ea 7 SHEET 1 / \ 33 0 FOR D LOCKSTILE% ASTRAGALS. FIXED STILES AND _ HORIZONTAL ANCHOR PLATE AT RAILS EVERY ANCHOR LOCATION DAYLIGHT z5 OPENING FRAME SEE HEIGHT HEIGHT NOTES, THIS SHEET EXTEF 25 G az a EX02 TERIOR O 61 OR _ 25 GR(20 1IN' MAX. 33 GROUT AS j s NEEDED, SEE to 50 ANCHOR NOTE 2 1z 5, SHEET 1 e O I j 1/4" MAX. (EMBEDMENT 1/4" MAX. DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE EMBEDMENT 1IW DETAIL E4 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. \ `LJ L TYP. ANCHOR TYPE, EMBEDMENT AND / TYP. ANCHOR TYPE, EMBEDMENT AND / 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 EXACT DIMENSIONS. DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" .390 77--j F+ .390 T— Fes— } I 2.947 2.370 4.041 3.464 1] .0604 .060 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2024 SILL SER SILL SER as (4-1/16""(TOTAL d5 (4-5/8TIOTAL �.`NY LYIVNI�'�,,� SILL HEIGHT) SILL HEIGHT) EMBED- ' i EMBEDMENT EDGE MENT " e I DISTANCE VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 ' *:' °'sa705 •EDGE TYP.'ANCHORTYPE, TYP. ANCHOR TYPE, j�2INSTALLATION, VERTICAL JROSOWSKI DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND.T A �O� . STATE of EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE COPYRIGM02017 PGT INDUSTRIES, INC. a� NO CHANGES THIS SHEET. 04/05/17 '.:� ''•F�ORIDA,.•'' ��� CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER SUBSTRATE,—RIGMSRESERVED PERANCHOR DETAIL F1 SEETABLEA, DETAIL F2 SEE TABLE A, 1070TECHNOLOGY DR N.VENICE,FL34275 a I�TIiIIIIIT REQUIREMENT INTO MASONRY SHEET 1 & NOTE 3, IMO WOOD SHEET 1 & NOTE 3, (g41ICE, FL 34 > A LYNN MILLER, P.E. THIS SHEET THIS SHEET CERi.OFAUTFL/R9298 III 6i SGD5570 NTS 4 OF 21 g MD-5570.0 A P.Ea58705 VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7&8. 390___I Imo— 390 n4zsHOWN I�j 42 #43-45ALSOAPPLY .823 T 1.793 2,gg7 1.917 f— 060 2-1/2" = TOTAL 060 »- SILL HEIGHT SILL RISER az SILL RISER 43 (2-112" TOTAL (3-1 /2" TOTAL SILL HEIGHT) SILL HEIGHT) 2 PQoL��C� Q INTERIOR 71 3.' 4 INTERIOR Q 25 OR T6 71 18 (4) THRU KEEPER 0 O 2 25 OR 28 37 96 MAX 18.5° O.C. 1 INTERIOR 33 69 98 @ MAX 3.5- O.C., SEE SHEET 19 �p9 a P 36 19 o �f7I EXTERIOR INTERIOR DETAIL H2 �Op 98 (4) THRU KEEPER @ MAX 3.5. O.C., SEE SHEET 10 �' I �f OUTSI E CORNER �❑ tYa 40 O a 33 90° 69 0 00 a❑ 26 OR 28 INTERIOR ', o� 94 MAX 18.6' O.C, - r� �o 00 EXTERIOR � EXTERIOR 25 R 28 0 v 135° V a1 OIo 90° 33 8-- 0 _ DETAIL G1 135• INSIDE CORNER O,P OO DETAIL H1 pp• PISIDE CORNER MAX18.5°0.C. 94 40 d DO IUS EXTERIOR INTERIOR 41 of EXTERIOR (4)THRU KEEPER 69 1 � 1 98 @ MAX 3.5- O.C., SEE SHEET 19 vv 2 O dQ PRODUCT REVISED as com odIylcg with the Florida Ce OBuilding NOA-No. 17-0420.06 O 135° Q Expiration Date 04/14/M4/20202'I INTERIOR I BY MAX 18.5' O.( (4) THRU KEEPER @ M 3.5. O.C., SEE SHEET EXTERIOR DETAIL G2 v 135' OUTSIDE CORNER ]H 2 0O® 00 .d 1 NOTES - 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FORANCHOR QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, �ttttt Y LYIV'I����i \�� pD1 • •, • /(/ ,, DEPENDING ON CONFIGURATION. Z ti VINYL SLIDING GLASS DOOR NOA (LM) 10/06/15 No.58705 CORNER ASTRAGAL HORIZ. X-SECT. J ROSOWSKI ';� f +. MPYRIG�RG17 ES, GRETIND NO CHANGES THIS SHEET. 04/05/17 t ORIDP, %�`�".w\G S/ 9ERVEDIINO. 1070 TECHNOLOGY DR �$ �i7 01VALl tttt` N. VENICE, FL 34275 (941Y480-1600 SGD-5570 NITS ] 5OF21 az MD-5570.0 �i A ALYP.E#5817Q5PE CERT. OF AUTH. #M6 DETAIL 11 DETAIL 12 OPTIONAL NOW INTO MASONRY INiO MASONRY STRUCTURAL ANCHORS FOR 4 EDGE CONCRETElCMU z1 zz PER ANCHOR INTERIOR POCKET INTERIOR TYP. ANCHOR TYPE, EMBEDMENT DISTANCE JAMB �• � 91 28 z7 AND EDGE DISTANCE PER REQUIREMENT SEE FIG 1, SUBSTRATE, SEE TABLE A, INTERIOR POCKETS MUST • : FIGURE 1. INTERLOCKS AT POCKETS: THIS SHEET o SHEET 1 & NOTE 3, BELOW "'' •,. INCLUDE A NON-STRUCTURAL, .' .4. ° FOR DOOR HEIGHTS 96" AND LESS: FRAME JAMB TO REDUCE THE : - 70 POSSIBILITY OF WATER b OPT. d a • ANCHOR z1 M INFILTRATION. 1o/4"MAX. EMBEDMENT P i° 17 OPT. •..:ti1. 17 OPT. II . POCKET BY OTHERS, SEE !J NOTE 6 BELOW. r d EMBEp J f�T EXTERIOR o FOR DOOR HEIGHTS OVER 96" ME OPT. 1/4'MAX. { ANCHOR 10 97 CONCRETElCMU SEE FIG 1, 31 , �] 30 q MAX. O.C. TYP. ANCHOR TYPE, EMBEDMENT ExrEii�RI1�OR EDGE '—PER ANCHOR THIS SHEET AND EDGE DISTANCE PER V DISTANCE REQUIREMENT OO z7 SUBSTRATE, SEE TABLE A, SHEET 1 d & NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 21 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 Ell v EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET-1 & NOTE 3, BELOW ICHOR 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/ t 1/4" MAX. SEE FIG THIS SHEE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. 929296 EDGE 2X WOOD BUCKSTRIP OR DISTANCE FRAMING, SEE ANCHOR NOTE 3, SHEET 1 /-OPT.ANCHOR DETAIL 14 u q o INTO WOOD I ° d (BO 27 EXTERIOR EXTERIOR POCKET e VINYL SLIDING GLASS DOOR NOA (LM) d 10/05/1E g P-HOOK EXAMPLES, HORIZ. X-SECT. j& J ROSOWSKI INC.I IkI NO CHANGES THIS SHEET, I�2I 04/05/17 NTS IAI 6OF21 Ioz°I MD-5570.0 PRODUCT REVISED as camp' yI g with the Florida Building Cod. NOA-No. 17-0420.06 Expiration Date 04/1412021 LYN/y��'�., yt ; No. 58705 0', srAY o tV� ZONAL A. LYNN MILLER P.E. REA 58705 TABLE 1 Design Pressure (DP) and Anchor Quantities Required, (for 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, 6845116" DLO Height 72-15f16" DLO Height 84-15116" DLO Height Anchor Group Anchor Group Anchor Greup A B I C I D A I B I C 1 D' A I B I C I D Design Pressure +60/-60psf +60/-60psf +60/-60psf 19-1/8" HeadlSill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 24° DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 1 5 6 P-hook 7 7 7 7 7 7 7 7 8 8 1 8 8 Design Pressure +60 / -60 psf +60 /-60 psf +60/ -60 psf 251/8" Head/Sill q+1 q+1 q+1 C3+1 q+1 q+1rF7r'7S q+1 q+1 q+1 q+1 30" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 r ,o Paiook 7 7 7 7 7 7 8 1 8 1 e 1 8 ~S DeslgnPnessure +60/-60psf +60/-B0psf +60/-60psf 31-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 a 36° DLO Width ,Iamb 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 0 Design Pressure +60/-60ps1 +60/-60psf +60/ 60psf 37-1/8" HeadlSill C3+1 I C3+1 C3+1 I C3+1 C3+1 03+1 q+1 I C3+1 C3+1 C3+1 C3+1 C3+1 42" DLO Width I Jamb 5 5 5 5 51 5 5 5 5 5 5 5 P-hook 7 7 7 7 7 1 7 7 7 8 8 8 8 DeslgnPressure +60/-60ps! +60/-60psf +60/-60psf 43-1/8" Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 I C3+1 I C3+1 C5+2 I C3+1 C3+1 C3+1 48" 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 6 8 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, 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 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. •` THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS, TABLE B1: Water -Limited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11116" See Note 2 42 2-1/2° +38.7 psf 43 3-1121 +6D.0 psf 44 4-1116' +60.0 psf 45 45/8" 1 +60.0 psf or "Niffl, N. VENICE, FL 34275 (941)-480-1600 . FIG 1: DOORASSEMBLIES = c7 INSTALLED WHERE THE OVERHANG (OH) LENGTH IS 2 EQUAL TO OR GREATER THAN = O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 8-9116" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) A 10/05/15 DP & ANCHOR QUANTITY TABLE j m J ROSOWSKI NO CHANGES THIS SHEET. 3 04/05/17 SGD5570 ,11 NTS 111 7 OF 21 a z MD-5570.0 9 z A PRODUCT REVISED as complying with the Florida Hullding Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 ey "%— — y��yN N•. N No. 56705 si 1E �ONAL A. LYNN MILLER, P.E. P.E.068705 TABLE 7• Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height Glass Types 2 or 4 80" 84" W.. 1081, 120" 6845116" DLO Height 72-15116" DLO Height 84-15/16" DLO Height 96-15116" DLO Height 108-15116" DLO Height Astragal Reinforoement #29 Anchor Group Anchor Group Anohor Group Anchor Group Anchor Group Lockstile Reinforcement #25 HD Interlock Reinforcement #28 A B C D A B C D A I B 1 C 1 D A B C D A B 1 C D Design Pressure +100/-100psf +100/-100ps1 +100/400psf +60/-65psf +60/-65psf 191/8' 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 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24" DLO Width Jamb 5 5 5 5 5 5 5 5 M 5 5 6 6 6 6 6 6 8 6 P (ook 7 7 7 7 7 7 7 7 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf 25-118" 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+4 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 1 7 7 1 7 1 7 7 8 8 8 8 9 9 9 9 10 10 10- 10 Design Pressure +100/400psf +100/-100Psf +100/-100psf +60/-65psf +60/-65psf 31-1/6° Head/SIII C5+2 C3+1 C5+1 C3+1 C5+2 I C3+1 C5+1 C3+1 C5+2 C5+1 I CS+1 C3+1 Cfi+1 C3+1 C3+1 C3+1 C5+1 C3+1l C5+1 C3+1 36" DLO Width Jamb 5 5 6 6 5 5 6 5 - 5 1 5 1 7 5 6 6 6 6 6 6 1 6 6 r � P-hook 7 7 7 7 7 7 7 7 8 1 8 1 8 8 9 9 9 9 10 10 1 10 10 Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf 37-1/8" Head/Sill C5+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 0. 42" DLO Width Jamb 5 5 7 5 5 5 7 1 5 5 5 8 5 1 6 6 6 6 6 6 7 6 P-hook 7 7 7 7 7 7 7 1 7 8 a 6 8 9 9 9 9 10 10 10 10 z Design Pressure +100/-100psf +100/-100psf +92/-92psf +60/-65psf +60/-65psf 43-va° Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Width Jamb 5 5 7 5 5 5 8 5 5 5 9 6 6 6 7 6 6 6 B 6 P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 Design Pressure +60 / -80 psf +80 /-80 psf +80 / -80 psf +60 165 psf +54.1 / -56.7 psf 49-1/8" Head/Sill C5+2 C3+2 CqC3+2C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 54" DLOJamb 5 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8WidthP-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +80/-so+80/-Bopsf +80/•80psf +59.1/-64psf +49.6/-53.7psf 55418" Head/Sill C5+3 C3+2 CC5+3 C3+2CS+3 C3+2M88 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+260" DLO Jamb 5 5 5 5 7 58 5 6 6 8 6 6 6 8 6 Width P-hook 7 7 1 7 7 7 7 78 8 9 9 9 9 10 1 10 10 10 +/-100.0 PSF FOR ANCHOR GROUPS B, C & D. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 2 AND TABLE B2 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 2 MAY BE USED. COPYRIGRT02017 POTINDUSTRIES, 3) SEE SILL RISER TYPES ON SHEET 4. ALL RIGHTS RESERVED 4) SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 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 AUM 129288 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 MUSTALSO 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: DOORASSEMBLIES = INSTALLED WHERE THE Lu OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN = 0 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Water -Limited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2-1/2" +38.7psf 43 3.1/2" +60.0 PSI 44 4.1116' +80.0 psf 45 4-5/8" +100.0 psf DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT-11-1116" PANEL HEIGHT = DOOR HEIGHT - 2-1/0 VINYL SLIDING GLASS DOOR NOA (LM) IM 10/05/15 DP & ANCHOR QUANTITY TABLE 1m` J ROSOWSKI NO CHANGES THIS SHEET. d 04/05/17 SGD-5570111 NTS 111 8 OF 21 11091 MD-5570.0 9£ A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 ExpirationDate 0"'o LYNN"/ i,��� .• L1GENsz, * No.58705 ��►g•�/; N.�ONAL,IF A. LYNN MILLER' P.E. P.E 9 58705 EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.2/-58.6 PSF OPT.ANCHC TO AID ALIGNMEt EXT C POCKETBY OTHERS,SEE NOTE 6, SHEET 6 I EXTERIOR POCKETBY OTHERS;SEE NOTE 6, SHEETS I FRAME JAMB REQUIRED @ INTERIOR POCKETS SPLICE NOTE: NONSTRUCTURAL ANCHORS MAY BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. Q ,D SPLICE INTERIOR 6' CENTERLINE MAX• OF PANEL i •+2" ANCHORAGE, SHEETI2 •C3"CLUSTER, SHEETI2 SEE POCKET JAMB INSTALLATION ON SHEET 6 SILL SPLICE INTERIOR y 6" CENTERLINE I MAX. �OF PANEL 1 I CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL —_CENTERLINE OF INTERLOCK OFINTERLOCK ANCHOR INFORMATIOtA CENTERLINE OF PANEL CENTERLINE :i'♦1J OFPANEL3 "+2"ANCHORAGE, SHEETI2 "C3"CLUSTER, SHEETI2 25-318'MAX. '-2-ANCHORAGE, M� SHEETI2 EXTER11 ENDANCHORAGE (MIN.1 ANCHOR) HEAD ANCHORAGE DETAILS PXXX (3-TRACK) I _ CENTERLINE INTERLOCK CENTERLINE SEE FIGURE BELOW FOR ADDITIC.'_OF OFINTERLOCK ANCHOR INFORMATION. r CENTERLINE �OFPANEL 2 CENTERLINE �—OFPANEL 3 44n r I \ f •+2- ANCHORAGE, --�I 253/8" MAX. F "+2"ANCHORAGE, SHEEP 11 "+2"ANCHORAGE, 6• MAX. SHEET 11 "C3•CLUST 11 SHEET 11 SHEET 11 STER, EXTERIOR SHEET 11 END ANCHORAGE 12" MAX. 21.6" FRAME JAMB SEE POCKET JAMB (MIN. 1 ANCHOR) lu MAX REQUIRED@ INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEET PXXX (3-TRACK) PRODUCT REVISED 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 as compsying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2/-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE END PANEL ANCHOR EXCEPTION: Building Code NOA-No. 17-0420.06 DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCETO NEXTCLUSTER Expiration Data 04/14/2021 PRESSURE REQUIREMENTS. To BE 26-3/s D.C. OR LESS ey FOR WOOD INSTALLATION USING ANY I Head/SIII C3+2 Miami -Da roduct Control ANCHOR IN GROUP A (SEE TABLE A), TABLE I Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 7 0 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: 6" MAX. HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT CENTERLINE OF ENO PANEL 6"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: 1111 Y LYN �. ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE `�� ������N �cFNSF M�% DETAILS DETAILS SILL (INTERMEDIATE MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. '� _ No. 58705 ; ti VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 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 0 a f Lr = LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN COPYRIGHT020ALL HTSREI�VSTMES, WC. C NO CHANGES THIS SHEET. 4A 04/05/17 :���is ..!°tORIDP..•'G��` C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070 TECHNOLOGY DR S �'it D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 4 N. VEN34275 t i E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEET 3 (941)-48-480-1800 SG D-5570 NTS 9 OF 21 � Q g MD-5570.0 z A A. LYNN MILLER, P.E. F) SHEET 21 FOR A BILL OF MATERIALS. P-HOOK: SHEET 6 GERT. OF AUTH, N29296 P.Eik 58705 7/16" NOM. 3/16" HS GLASS .090" PVB 3116" ANN GLASS - aEXTERIOR ,— PRODUCT IS "EXTERIOR- GLAZED" IF#8"1 IS TOWARDS THE EXTERIOR. I I <0 INTERIOR PRODUCT IS °INTERIOR - GLAZED" IF #80.81 IS TOWARDS THE INTERIOR. SEE NOTE 2, THIS SHEET GLASS TYPE 1 STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS-V STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT KODISPACE 7a 4SG TPS ALUMINUM EXT. GLASS--v t 7/16" NOM. 3/16° HS GLAS _ .090" PVI PAINTED/ 3116" HS GLASS LAMINATED SURFACE 80 O 81 aEXTERIOR 1— - PRODUCT IS"EXTERIOR 718°NON. GLAZED'IF#80-81 IS GLASS TOWARDS THE EXTERIOR. BITE I INTERIOR 'INT PRODUCT IOR- 78 GLAZED° IF S TOWARDS THE INTERIOR. 85 SEENOTE 2, THIS SHEET v GLASS TYPE 1A 3/16" HS GLASS 3/16' NOM. .090° PVB 3/16" HS GLASS 7/16" AIR SPACE 3/16" T GLASS GLASS <�.1� INT. GLASS a EXTEROR PRODUCT IS "EXTERIOR - SUPER GLAZED" IF #82-83 IS 78 SPACERO NXT m TOWARDS THE EXTERIOR I m.,mr--- POLYISO- DE BUTYLENE 5116"NOM. SEAL DESICCANT ROLL -FORMED i FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS INT. GLASS DURASEA0 XL EDGE'"' 77 SPACER is SPACER aINTERIOR PRODUCT IS -INTERIOR- VT FILL AREA GLAZED" IF #82.83 IS TOWARDS THE INTERIOR. 511 (T' NDM. I .ICONESEAL SEE NOTE J THIS SHEET e- 7/16" NOM. 3/16" HS GLAS .09018( PAINTED/ 3116" HS GLASS LAMINATED SURFACE OoD1, EXTERIORPRODUCT 7/8" NOM. IS'EXTERIOR- GLAZED" IF #80-81 IS GLASS TOWARDS THE EXTERIORBITE aINTERIOR PRODUCT IS"INTERIOR- 79 GLAZED" IF #8D•81 IS TOWARDS THE INTERIOR. 85 SEE NOTE 2, THIS SHEET 1.1/16° NOM. 3/16' HS GLAS: .090" SG 3116' HS GLASS 7/16" AIR SPACE 3/1 B" T GLASS 3/16" HS GLASS 1-1/16" NOM. "- .090" PVB 3H6"ANN GLASS 75 78 7/16" AIR SPACE 77 78 3/16" T GLASS PAINTED/ PAINTED/ LAMINATED SURFACE a2 R 83 LAMINATED SURFACE EXTERIOR PRODUCT IS 'EXTERIOR. NOM. D 2-83 ISI 7/8" NOM. D I GLASS TOWARDS THE EXTERIOR. I I BITE I SS I aINTERIOR I _ PRODUCT IS °INTERIOR- I I 79 GLAZED" IF#82.83 IS I 79 TOWARDS THE INTERIOR I _ 85 Bfi SEE NOTE 2, THIS SHEET / PAINTED/ LAMINATED 82 OR@ SURFACE `-'\ a EXTERIOR \ PRODUCT IS 'EXTERIOR, D718" NOM. GLAZED" IF #82.83 IS GLASS TOWARDS THE EXTERIOR BITE I a INTERIOR PRODUCT IS'1NTEMOR- 79 GLAZED" IF#82-831S TOWARDS THE INTERIOR. a6 II SEENOTEZ j THIS SHEET GLASS TYPE 3A NOTES: 1)13ACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. GLASS 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, jLtif PROVIDED THAT THE "HS" SURFACE COPYMGHT®2017 PGTINOUSTMES, OF A LAMINATED GLAZING UNIT IS ALL RIGHTS RESERVED ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR N. VENICE. FL 34275 GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED 1-1/16" NOM. "PVB" =.090" TROSIFOL(D PVB INTERLAYER BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAS© INTERLAYER 7s 7s BY KURARAYAMERICA, INC. 77 78 PRODUCT REVISED aS complying with the Florida PAINTED/ Building Code LAMINATED NOA-No. 17-0420.06 SURFACE Expiration Date 04/14/2021 D I 7/8' NOM. Mlaml- ad ro eot'T Co GLASS BITE GLASS TYPE 4 VINYL SLIDING GLASS DOOR NOA (LM) GLAZING DETAILS NO CHANGES THIS SHEET. LYNN Q • •,� 10/06/15 No.587o8 ="0 - `�'I J ROSOWSKI d 04/05/17 R 1" .• :�'<`�'• ; toR{oF .� II {n•tI)-vOu-Iow 8GD-5570y NTS III 10OF21 of MD-5570.0 lifl A A pElk58�05PE CERT. OF AUTH. 029286 11 SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE 4n o EXTERIOR 15 2-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE 0 EXTERIOR 3.22" 10, 3-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4n 0 EXTEERLIOR 4-TRACK CLUSTER 'C3' ANCHOR LOCATIONS ASTRAGALOR INTERLOCK CENTERLINE 4" o 0 0 EXTERIOR 2-TRACK CLUSTER'C5' ANCHOR LOCATIONS ASTRAGALOR INTERLOCK 4" CENTERLINE o- EXTERIOR 3.22" 15 3-TRACK CLUSTER"CS' ANCHOR LOCATIONS ASTRAGALOR INTERLOCK CENTERLINE 4• 0 0 0 ERIOR 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 FOLLOW¢1GSILL CLUSTER ANCHOR LOCATIONS: 4-TRACK CLUSTER 'CS' ANCHOR LOCATIONS SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE F��- EXTERIOR lu 2 TRACK INTERMEDIATE .+1'ANCHOR LOCATION PANEL CENTERLINE EXTERIOR v 3-TRACK INTERMEDIATE '+1'ANCHOR LOCATION PANEL CENTERLINE 0 EXTERIOR 15 4-TRACK INTERMEDIATE °+1° ANCHOR LOCATION j�T- COPYRIGHT02017 PGTINDUSTRIES. N. VENICE, FL 34275 PANEL CENTERLINE 4" EXTERIOR 15 2-TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS PANEL CENTERLINE — 4" o EXTERIOR 15 2-TRACK INTERMEDIATE +3' ANCHOR LOCATIONS PANEL PANEL CENTERLINE 4" CENTERLINE 4" I EXTERIOR 3,22" EXTERIOR —r-I1--3.22- .15 3-TRACK INTERMEDIATE 15 3-TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS '+3° ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLOWING SILL INTERMEDIATEANCHOR LOCATIONS: 4-TRACK INTERMEDIATE "+2•ANCHOR LOCATIONS PANEL CENTERLINE 4,' EXTERIOR 3.22" �. 4-TRACK INTERMEDIATE "+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK t2.375.1 DISTANCE IS 2.375" FOR ALL SILLS: VINYL SLIDING GLASS DOOR NOA (LM) IgI 10/05/1f ANCHOR LOCATIONS A jj�j J ROSOWSKI IN NO CHANGES THIS SHEET: I-EM I04105/17 1 NTS IN 11 OF21 19C MO-5570.0 PRODUCT REVISED as eotnplying with tho Florida EUtlding Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 tt tit 1111ill, 010 LYA/Af %. 4�- ttOENSF'-,C��. \ `2 iT * No.58705 S ATE Or RCORIOP...r'\��� ��NAL 10 0\ '�` A. LYNN MILLER, P.E. HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR INTERLOCK 4" INTERLOCK ¢" CENTERLINE CENTERLINE EXTERIOR 3.22" EXTjE�RIOR 3.22" 2-TRACK CLUSTER"C3" rl 2-TRACK CLUSTER"C5' ANCHORLOCATIONS ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR 3.22" lu 3-TRACKCLUSTER'C3' ANCHOR LOCATIONS STRAGAL OR INTERLOCK CENTERLINE —rl 1- — 322" 4-TRACK CLUSTER -C3"ANCHORLOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4„ EXTERIOR 3.22" 10, 3-TRACK CLUSTER "CS' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK—+� CENTERLINE NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO TRACK DISTANCE IS 2.375" W2.37.5" FOR ALL HEADS: FIGURES PERTAIN TO THE FOLLOWING HEAD CLUSTER ANCHOR LOCATIONS: Hea&SIO 01 Jamb 5 P-hook 7 4-TRACK CLUSTER "C5"ANCHOR LOCATIONS HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE , EXTEE�RIOR 1J 2-TRACKINTERMEDIATE "-I"ANCHOR LOCATION PANEL CENTERLINE_ EXTERIOR (-1 3-TRACK INTERMEDIATE �J '+1' ANCHOR LOCATION PANEL_ CENTERLINE EXTERIOR v 4-TRACK INTERMEDIATE +1' ANCHOR LOCATION PANEL CENTERLINE 4" EXTEE�RIOR 322" v 2-TRACK INTERMEDIATE "-2"ANCHOR LOCATIONS PANEL CENTERLINE 4.75" EXTERIOR JZ 3-TRACK INTERMEDIATE �/ '+Y ANCHORLOCATIONS PANEL CENTERLINE EXTERIOR lu 4-TRACKINTERMEDIATE-+2- ANCHOR LOCATIONS FIGURES PERTAN TO THEFOLLOWDIG HEAD INTERMEDIATE ANCHOR LOCATIONS Head/SIIi +1 Jamb 5 P-hook 7 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS B PANEL 4° CENTERLINE EXTERIOR 3,72" 2-TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR R 3-TRACK INTERMEDIATE v "+3" ANCHOR LOCATIONS EXT_(E'R_K - - 4-TRACK INTERMEDIATE'+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375t2.375" FOR ALL'HEADS: JAI 1010511E J ROSOWSKI IaI NO CHANGES THIS SHEET. l°!5104105117 I 1070 TECHNOLOGY DR 11ki a� N. VENICE, FL 34275 (941)-480-1600 8GD-5570 ,1 NTS111 12 OF 21 MD-5570.0 PRODUCT REVISED as complzing with the Florida Building Code NOA-No. 17-0420.06 Expiration Date Dy NO. 58705jp •� On'. ST ElD i'�sLs • PZ ORIDP ,. •'G�� ;()NALT0N��. A. LYNN MILLER P.E. P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): FIGURES PERTAMTOTHEFOLLOWMGJAIMANCHORLOCATIONS: ► 2.375" -. j 4.75" 7.125" 6" MAX. 21.6" 21.6" Head/Sill C3+1 OPT.ANCHC TO AID ALIGNMEt.. NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. o a n HeadISlll C3+1 Jamb 5 P-hook 7 21.6° MAX. ' O.C. EXTERIOR AX. I 2TRACKFRAME JAMB JAMB JAMB p �(3) WEEP NOTCHES l (4) WEEP NOTCHES1110'�—PERPER END @ 1"X.600" END@ 1"X.500"(5) WEEP NOTCHES END @ 1"X.500" SILL (3) TRACK WEEP HOLES � EVERY 24" @ 1.125" X .190";� (6) TRACK WEEP HOLES � (10) TRACK WEEP HOLES (1) WEEP NOTCH EVERY EVERY 24" @ 1.125" X .190";— — EVERY 24" @ 1.125' X .190";1 24" @ 1.375" X .500" (1) WEEP NOTCH EVERY ' 24° @ 1.375"X.500" (1) WEEP NOTCH EVERY 24" @ 1.375" X .500° SILL WEEPHOLE LAYOUT (2, 3 & 4 TRACKS) PRODUCT REVISED as complying with the Florida building Code Noa-Pto. 17-0420.06 Expiration Data 04/14/2021 VINYL SLIDING GLASS DOOR NOA (LM) � 10/05/15 BY Miami -De Product confro ANCHOR LOCATIONS C J ROSOWSKI tl COPYRIGHTtl 2017 PGT INOUSTRR:S.ING [8', NO CHANGES THIS SHEET. aM 04/05/17 N. VENICE, FL 34275 NTS ICI 130F21 I911 MD-5570.0 , .,` ONY LYNN "I.,l ��•�`�.• `iGENSf �i�Ct�` No. 58705 • � = ~� TE OF� J�O�CCS''�ORIOP.•.�G���: A. LYNN MILLER, P.E. P.E.a 58705 HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: 4" I EXTERIOR 2-TRACK 90° CORNER f- 'C4'ANCHOR LOCATIONS v (USE WHERE 'Cr IS SPECIFIED) 4' 3-TRACK 90' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) �nTER10R IT- 4-TRACK "' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE-C3' IS SPECIFIED) 90° Head/SIR C 1 Jamb 6 P-hook 7 EXTERIOR 15 I 2-TRACK 90'CORNER ,CfERIOR 'C6' ANCHOR LOCATIONS lu (USE WHERE'C5' IS SPECIFIED) .....ERIOR 3-TRACK 90' CORNER J� '06' ANCHOR LOCATIONS v (USE WHERE'C5' IS SPECIFIED) SILL 90° CORNER CLUSTER ANCHORS LAYOUT: "Tin rim 4 2-TRACK 90° CORNER EXTERIOR TO ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 3-TRACK 90" CORNER 'C4' ANCHOR LOCATIONS (USE MERE -C3' IS SPECIFIED) nFrVm 4' 0 4-TRACK 90°CORNER EXTERIOR EX OF n 4 TRACK CORNER °C6'ANCHOR LOCATIONS v 'C4'ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) (USE WHERE 'Cr 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" 2.375" IV2-375" 10 FOR ALL HEADS AND SILLS: N EXTERIOR I 2-TRACK 90'CORNER EXTERIOR "06'ANCHOR LOCATIONS V (USE WHERE -CS' IS SPECIFIED) v &TRACK 90°CORNER 'C6'ANCHOR LOCATIONS (USE WHERE'C5- IS SPECIFIED) �e� FL 34275 )-1600 FIGURES PERTAIN TO THE FOLLOWING SO- CORNER SILL ANCHOR LOCATIONS: 9o* H6adlSill 1 Jamb 5 P-hook 7 PRODUCT REVISED os complyCing with the Florida BNllding ode NOA-No. 17-0420.06 EXPITatlon Date 04114/2021 ey Miam� Product Control EXTERIOR 10, L.ICENS�c'•. ` �Clr' ���� T} : No. 58705 o _ 1 1 - MT.* 10'. S NAL 4TFA0K 90' CORNER n'OR `'C6- ANCHOR LOCATIONS (USE WHERE "C5' IS SPECIFIED) A. LYNN MILLER, P.E. P.E.N 66705 VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/16 ANCHOR LOCATIONS Dm' J ROSOWSKI INc. a NO CHANGES THIS SHEET. 04/05/17- NTS ICI 14OF21 192I MD-5570.0 HEAD 135' CORNER CLUSTER ANCHORS LAYOUT: 2-TRACK 13S CORNER •C4• ANCHOR LOCATIONS (USE WHERE'CW IS SPECIFIED) 3-TRACK 135' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE 'C3- IS SPECIFIED) 4-TRACK 135' CORNER 'C4' ANCHOR LUCATOONS (USE WHERE 'C3' IS SPECIFIED) EXTERIOR CORNER 135" Head)Slll iC3l Jamb 5 P•hook 7 4" 3.22" EXTERIOR 2-TRACK 136' CORNER ID 'C6' ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) EXTERIOR 15 3-TRACK 135' CORNER •C6' ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) SILL 135' CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN NER SILL FOLLOWING ER CORNER SILL ANCHOR LOCATIONS 135• 44- 4" a �0@e Head/Sill C3 1 Jamb 5 EXTERIOR4" XTOR P-hook 7 2-TRACK 135' CORNER 2-TRACK 135' CORNER _ 'C4'ANCHOR LOCATIONS 'C6•ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) (USE WHERE'C5" IS SPECIFIED) t A� EgAtEX 4" PRODUCT REVISED ° 4" as camp)yIng with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 0 ,, EXTERIOR 3 22" V 390 �/ Mlam -Dad o uet Control 3-TRACK 135' CORNER 3-TRACK 135' CORNER 'C4' ANCHOR LOCATIONS 'C6• ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) (USE WHERE'CS' IS SPECIFIED) EXTERIOR 4-TRACK 135• CORNER v 4-TRACK 135' CORNER *CS'ANCHOR LOCATIONS •C4' ANCHOR LOCATIONS (USE WHERE-05' 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" t2.37,5' t2.375. FOR ALL HEADS AND SILLS: EXTERIOR V 4" ♦♦♦♦`\ONY LYA/""'/' 0 4" EXTERIOR 10� •'.• A, TE O � 4-TRACK 135' CORNER '�is70/v E\4 ♦♦ 'OV ANCHOR LOCATIONS (USE WHERE 'CS` IS SPECIFIED) A LYNN MILLER, P.E. P.E.(R 56705 Al VINYL SLIDING GLASS DOOR NOA (LM) T4.1 0/05/16 ANCHOR LOCATIONS E 9* J ROSOWSKI IGHT02017 PGTINDUSTRIES. WC. a NO CHANGES THIS SHEET. 04/05/17 N. VENICE, FL 34275 - (941)-480-1600 SGD-5570 NTS 15 OF 21 az MD-5570.0 CERT. OF AWN. M9296 HEAD SPLICE ANCHORS LAYOUT A-INTERLOCKOR ASTRAGAL: I SILL SPLICE ANCHORS LAYOUT @ FIGURES PERTAIN TO THE FOLLOWING INTERLOCK OR ASTRAGAL: srucsosntaNcnoRLOCATIONS, SPLICE LOCATION Q" F EXTERIOR lu 2TRACKSPUCE 'C4' ANCHOR LOCATIONS (USE WHERE'C3" IS SPECIFIED) SPLICE LOCATION 4.75" EXTERIOR 4" I�I 3-TRACK SPLICE v •C4° ANCHOR LOCATIONS (USE WHERE "CW IS SPECIFIED) 4.75" 4-TRACKSPUCE -C4' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) FIGURES PERTAIN TOTHE FOLLOWING SPLICED HEAD ANCHOR LOCATIONS: [-T- ' Head/Siil C3 1 Jamb 5 P-hook 1 7 SPLICE LOCATION 4" EXTERIOR 3.22" 15 2-TRACKSPLICE 'CS' ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) SPLICE LOCATION 4" EXTERIOR 3.22" A 3-TRACKSPLICE 'CS•ANCHOR LOCATIONS (USE WHERE'C5• IS SPECIFIED) EXTERIC 4-TRACK SPLICE "CB' ANCHOR LOCATIONS (USE WHERE "CS' IS SPECIFIED) SPLICE LOCATION 4" o EXTERIOR R 2-TRACK SPLICE v-C4'ANCHOR LOCATIONS (USE WHERE-C3" IS SPECIFIED) SPLICE SPLICE LOCATION 0 EXTERIOR 3.22" �L 4-TRACKSPLICE "ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) LOCATION 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" t2.37T FOR ALL HEADS AND SILLS: 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 4". o 0 EXTERIOR ID 2-TRACK SPLICE �/ "CS' ANCHOR LOCATIONS (USE WHERE 'CS' IS SPECIFIED) SPLICE LOCATION 4" EXTERIOR 4" n 3-TRACKSPLICE I` 'C8' ANCHOR LOCATIONS (USE WHERE -05' 13 SPECIFIED) EXTERI( 4-TRACKSPLICE 'C8' ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) Head/Sill C3 1 Jamb 1 5 P-hook 7 PRODUCT REVISED es compsying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 \\`IiIIII ulrllr NY L.......if P?' L.iCENSLc •. �� No. 58705 TE or / O/VALiE ,1"' A. LYNN MILLER, RE P.E.# 58705 R1 Al VINYL SLIDING GLASS DOOR NOA (LM) -37. gj ANCHOR LOCATIONS F IGHTO 2011 FGT INOUSTRIES. INC. C NO CHANGES THIS SHEET. FL 34275 J ROSOWSKI NTS IjI 10 OF 21 loll MD-5570.0 04/05/17 PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL OUTSIDE9D° ASTRAGAL INSIDE90° ASTRAGAL OUTSIDE135• ASTRAGAL INSIDE 135° ASTRAGAL INTERLOCK OUT INTERLOCK IN STILE W! HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR EXTERIOR GLAZED SINGLE INTERLOCK E F PP K L L TC TA TV TW Our reoxoup 910"o SINGLE INTERLOCK S H p A C C SC SA S V SW LLI IN I=ov1 recxm FIXED F�'1? R S S FC FD FV FW (sax our) reoxn w J LOCKSTILE ® J J W/HANDLE ToxoUO BaxW ASTRAGAL OUT LR T V F.. LL BOX reoxouq oxomaxo ASTRAGAL T U w J BOX IN oxe+ ear OUT- U G,'I ASTRAAGAL CT CS CF J . w RECEIVER z ASTRAGAL A T A S F D- a- RECEIVER • • " OUT. ASTRRAGAAGAL VT VS VF RECEIVER IN. 135,WT ASTRAGAL WS WF RECEIVER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "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 FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BYTHIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES DOUBLE C INTERLOCK-Ihn"nn.'L�L I...-•q— ASTRAGAL DOUBLE m LOCKSTILE INTERLOCK JLOCKSTILE ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK DOUBLED A INTERLOCK LOCKSTILE V ASTRAGAL ,�N�r� LOCKSTILE DC� DOUBLE SINGLE J INTERLOCK INTERLOCK VINYL SLIDING GLASS DOOR NOA (LM) m 10/05/15 & PANEL TYPES a- JROSOWSKI RIGHT 02017 MT INDUSTRIES. INC. a� NO CHANGES THIS SHEET, 04/05/17 ALL RIGHTS RESERVED WO TECHNOLOGY DR q N. VENICE, FL 34275 (941)480-1600 SGD-5570 8 NTS 17 OF 21 j i MD-5570.0 rc A CERT. OF AUTH. #29293 �+ �l PRODUCT REVISED as complying with the Florida Bullding Code NOA-No. 17-0420.06 Expiration Onto 04/14/2021 BY /e LYNN�''�i, �\ �.• �.\CENSF''•��t� No.58705 *7� ;OT•., srarEOF . ��''rS70/VAL 6NG`�. i�+nunl7 A. LYNN MILLER, P.E. 5.875 0 10.635 500 540 .125 -V 1 � •550 �'Z91 061 100vvr L- ❑ ❑ 1.812 p p oI 1.681 rI .062 930 301 1.928 .100 a�]���]® L�I� FRAME SCREW INTERLOCK CAP, Q 2 TRACK HEAD/JAMB © 4 TRACK SILL O COVER (PVC) Q ANCHOR PLATE O9 TRACK INSERT 10 EXTENDED POCKET r►------- 8.250 8.250 I`lo❑� ❑�= .100 oO 81 .813 100 N1da��na O3 3 TRACK HEAD/JAMB ® 3 TRACK SILL 10.625 I� + 5.875 - C O OT O� I .100 ❑ ❑ ❑.100 ❑ 3 d�Q�81 O5 4 TRACK HEAD/JAMB O2 2 TRACK SILL -y 1.570 �1.625 To A�- 33 2.368 110 �► i LI f�-1.000 I 252 1.435 ��.062 231 � 1�6�13 060 -Tr` j 2.060 .949 -► II .062 060 11 BOTTOM RAIL 92 OUTER SILL O COVER 13 SILL TRACK COVER 17 P.HOOK ADAPTOR -H .762 T- @100-.080 P-HOOK 229 .094 126 540 540 r •291 .061�' 075 2.975 �� 2.141 �_ �{-Ir--- 3.000 LLL 1 626 .500 1- - 2.607 ---1 1.406 -►J{�- .062 '� II w .062 F � 329 3 19 KEEPER 20 KEEPER REINFORCEBAR GOVERMENT Q RREEIINFORCEMENT (4 FIXED PANEL CLIP 24 BAR PLATE RCEMENT 1.695 r- 1.595 - - .309 2.696 3.483 r-.125 f Tr .070 2.i68 .400 2.788 2.02b .312 0 .300 ►' I - .182 .120a- .182 rF-1 -I I I IF: 1 .120 -2.291-►f .100 © TOM BOTTOM ® g ASTRAGAL I`——D TI RFORCEMENTREINFORCEMENT, REINFORCEMENT 3NTERLOCKADAPTERANDIE REINFORCEMENT COMPOSITE STANDARD REINFORCEMENT - 3.452 1.472 - .125 3.209 .125 2.175 .070 .300 135° CORNER 135° CORNER ASTRAGAL 38 PASSIVE MOUNT HEAVY-DUTY .060 046.500 1.170113 1 »- 229 Q135° CORNER 38135" CORNER ASTRAGAL CAP, ASTRAGAL CAP EXTERIOR INTERIOR --►I.9126 065 912 .210 �1.261 252� �1.261 .173 III1.261 1.261 .062 1.2 61 ® 80 SQUAREBEAD BEVELED ® BEVELED BEAD 83 OGEEB D OGEEBEAD 2.51 I a 2.838 -►� 080 2.073 099 075 J 4.635 4.279 .100 L .090 2.116 I I ❑ 34 INTERIOR JAMB COVER �1+2.710 Q �1.875��+ PRODUCT REVISED �o as eomply1n9 with the Florida INTERLOCK PANEL STILE, TOP Bulldtng coda 31 ADAPTER 32 ASTRAGALADD-ON @AND BOTTOM RAIL NOA-No. 17-0420.06 3.326 1-•�- 3.345 NOTES: 919 1) SEE SHEET 4 FOR '090 1 L' SILL RISERS. 3.L47 3.345 .060 .065 12) SEE SHEET �-►1 1-+-.919 FOR SCREEN PARTS. 3990* ASTRAGAL 40 90* CORNER 90' CORNER 3) ALL DIMENSIONS ASTRAGAL CAP, 41 ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR F VINYL SLIDING GLASS DOOR NOA (LM) A 10/0.9m j�n-T EXTRUSIONS J ROSOWSKI Cno iamwTc 7 PGTINousraieS.N'Al NO CHANGES THIS SHEET. d 04/05/17 N. VENICE, FL 34276 (941)-480-1600 ..- 1 -65701 NITS III 180F21 0 MD-5570.0 Expiration LYN �'�`�N �cervsN�il * ; +NNo.58705 '�Q � S )T IONAL,E�.�. A. LYNN MILLER, P.E. P.E.# 58705 1) INSTALL CLIP INTO PANEL '5�' STILE 2) INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME JAMB ATTACHMENT & SUBSTRATE, HEADER USING 4 INSTALL ONE BLOCK AT 64 JAMB TO HEAD ACCrfAAMI V INSTALLATION EACH INTERLOCK. BLOCK ANCHORS, SEE AT ASTRAGAL, INSTALIV TABLE 1 ONE BLOCK THAT SPANS BOTH PANELS I I gg � vrV^CV rf'1IVGL VL-Ir \ INSTALL ONE CLIP AT THE 95 (2) 1/4- MIDSPAN OF EACH FIXED X 2-1/4°SMS PANEL -TO -FRAME JAMB LOCATION. / --.), II III A HI 11 mS II I I 1 I I Al IM nVVIIn SOA 7-1 @ 34-1/2" MAX O.C. \\III III INTERIOR NOTES EXTERIOR may— I `a S. REINF. PLATE 1 DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATION�``�1% 11" 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. LYfvlv BOTTOM RAIL #10 X 3) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS.04 JN LIGENg ' SUPPORT tl 2-1/2' SMS 4) CONTINUOUS ANCHOR PLATE, ITEM #B, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2) #10 X 1"SMS 1, VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 N°• 58705 THROUGH SUPPORT, 62 - Tk INTO PANEL #10X PANEL ACCESSORIES fNSTALLA710N � J ROSOWSKI �J0 �� �& . 40 INTERLOCK SILL RETAINER 93 ASSEMBLY ® - srA EdF .• 1-1/2" SMS COPYRIGHTm2Dn PGTINDUSTRIES.INC. 4 CORRECTED #96 ag 04/05/17 t� ' 'ctORIOP,.••' R-: CLIP ATTACHMENT ALL PANEL CORNERS' s'S' (2 � ALL RIGHTS RESERVED WELDED, NO ASSEMBLY 107OTECHNOLOGYDR �§ za ��//�ONALIEI���� INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. VENICE, FL 34275 (941)-480-1600 '� 3 A. LYNN MILLER, P.E. 1— — A[ITM — SGD-5570 NTS 19 OF 21 0 MD-5570.0 z A P.ElI 58705 KEEPER TO JAMB ATTACHMENT PRODUCT REVISED as compliing with the Florida Balang ode NOA-No. 17-0420.06 Expiration Date 04/14/2021 BOX SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE 32 131 121 122 i HORIZONTAL SECTION EXAMPLE HORIZONTAL SECTION L l 1.081 .— �I I ` 1.081 EXAMPLE I 1.202_�j . 1.778 —rt¢►50 _ 1.778 050 ;935 .045 F[I 1.020 SCREEN 9FRAME _ 121 SCREEN 1n SCREEN OXO 1,174 SIDE RAIL, ASTRAGAL RAIL LATCH ADAPTER t;: .082 —TII - .062 11 .062 PRODUCT REVISED �as compng w(fh the Florida BOX SCREEN OBOX SCREEN OBOXSCREEN 2j. 5 1.435 Building OTOPRAIL- BOTTOM RAIL SIDE RAIL I—.7NOA-No. e 17-0420.06 127 .765 .782 expiration Date 04/14/2021 tt3 114 1.020 fs-- 1.593—...119731-r— 28 t2o —`aV ANYL - .062 Mioml-Da roductControl OSCREEN VINYL OFRAME SILL lot 2 oROoRO 1 872 063 2 R R@ t� ASTRAGAL tZ4 SCREEN ° 055 1.833 "�JV"`J ADAPTER ADD -ON 0 11 124 107 0 .062 6a® 103 BOX BOX SCREEN 104 SCREEN tos OXOOSCREEN INTERLOCK SNAP -ON ASTRAGAL BUG FLAP ADAPTER 111111 111 f, VERTICAL SECTION VERTICAL SECTION ♦♦��� pAY LYN "//, EXAMPLE NOTES: ,� EXAMPLE O N `♦♦ ,� •41j i� 1.306 —y 1,467 1)A" DIMENSIONS IN INCHES. ; uCENSF' ;���'; 50 1.343 .055 1.487 1 510—ro 60 VINYL SLIDING GLASS DOOR NOA (LM) m 10/05/15 ` *: No. �7�' 1_ SCREEN DETAILS 1.£ J ROSOWSKI `, .* �� D BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® tea% ••. STA E of OIns toT t0s L .R ASTRAGAL OSILLADD-ON AND JAMB ADD -ON cOPrnlcxrm2ot7 PGTIRO°srRles.wc. 2 NO CHANGES SHEET. a� 04/05/17 '�t��'•• <ORIDA,-••' �t�♦♦` ALL RIGHTS RESERVED ', S G ADAPTER 1070TECHNOLOGYDR a �S ;ONALIEN��`� N. VENICE, FL 34275 (941)-480-1600 SGD-5570 a NTS 20 OF 21 h z MD-5570.0 � z A & LYNN MILLER, P.E. DERT.°FAM.S111 W N P.EA68705 TABLE ('• # Part# Description Material 1 190D1 2-Track HeadlJamb Rigid PVC 2 19002 2-Track Sill Rigid PVC 3 19025 3-Track HeadlJamb Rigid PVC 4 19026 3-Track Sill Rigid PVC 5 19027 4-Track HeadlJamb Rigid PVC 6 19028 4Track S81 Rigid PVC 7 19009 Frame Screw Coker Rigid PVC 8 19031 Anchor Plate 6063-IBAlum. 9 19007 Track Insert 6063-TO Alum. 10 19084 Interock Cep - Extended Pocket Rigid PVC 11 19036 Bottom Rail Support 6063-TS Alum. 12 19006A Outer Sill Covr_r 6063-TB Alum. 13 19011 SIII Track Cover Rigid PVC 17 19032 P-Hock Adapter 6063-76 Alum. 18 19020 P-Hook W63•i6 Alum. 19 19047M Extended Keeper E063-T6 Alum. 20 19029M Keeper 6063-T6 Alum. 21 19014 Reinforcement Bar Cover Rigid PVC 22 19030 Reinforcement Bar 6005-T5Alum. 23 19D37M Fixed Panel Ctip 6063-TB Alum. 24 19035M lReinforcementPlate 6063-T6Alum. 25 19017M Top Rail, Bottom Rail and Lockstile Reinforcement 6005-T5 Alum. 26 19D46 Composite 27 19018M Interlock .300 Reinforcement; Std. 6005-T5 Alum. 28 19D13M Intadock .400 Reinforcement, HD 600545 Alum. 29 19019M Astragal Reinforcement 6005-T6 Alum. 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-TS Alum. 35 1 19D76 135" Comer Astragal 6063-76 Alum. 36 1BD77 135' Comer Astragal Passive Mount 6083-TB Alum. 37 19D79 136' Comer Astragal Cap - Ext. Rigid PVC 38 1908D 135' Comer Astragal Cap - Int. Rigid PVC 39 19078 90' Caner Astragal 6063-T6 Alum. 40 19081 90' Caner Astragal Cap - Ext. Rigid PVC 41 19082 90" Caner Astragal Cap • int. Rigid PVC # Part# Description Material 42 19085 SIII Riser -(2-1/7') 6063-TO Alum. 43 19022A SIII Riser-(3-1/2") 6063-TBAIum. 44 19023A Sill Riser - (4-1/16") 6063-TB Alum. 45 10024A Sill Riser - (4-518") 6063-T6 Alum. S0 718609W .187" x ,320" Finseal (Stile) 61 71695K 1-1/Z' x 1" x 314" Fin Seal Dust Plug 52 71696 Dust Plug 60 419041 Interlock Clip Cover PVC 61 78163X Tandem Roller Assembly SS 62 78163N Tandam Roller Assembly Nylon 63 78X76FPTX #8 x 3W' Ph. FH SMS @ Roller & Relnf. SS 419042 Rome Header Block Nylon 48062 Roller Adj. Hole Plug PVC 44385 4 Hole Bumper Stop PVC 76X114FPTX #6 x 1-14' Ph. FH SMS @Bumper Stop SS r7O 7169BG Sill Plug PVC 78185X Gemini Mortise Lock w/long Trim plate SteaVSS 71032X1FPFX 1032 x V Ph.FH MS @ Lock SS varies Handle Kit Cast Zinc 19054 Interlock Retainer Clip Nylon 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXr with Hot Melt Butyl See Sheet 10 for77 Quanex Dureseal Materiels 78 Cardinal XL Edge Spacer 79 Dow Coming 995 or GE-7700 Beckbedding Silicone 80 1909D 7116" 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 13116" Ogee Bead Rigid PVC 85 71725K Setting Block 1/2" x 4" x 1/10, 85 +1- 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 78XI14PHPT41OX #8 x 1-114" Ph. PH SMS @ Reint Bar SS 92 710X1PHPT1841X #10 x 1" Ph. PH SMS @ Rol Support SS 93 1 71OXI15PPX #10 x 1-1/2' Ph. PH SMS @ Fxd. Pnl. Clip SS 94 710X2.6PHPT18-SX #10 x 2.112' Ph. PH SMS @ Relnf. PlatelAst. SS 95 71420225FPFX #12 x 2-1/4" Ph. PH SMS @ Hdr. Block SS 98 710X1,75PPX 1#10 x 1-314" Ph. FH SMS @ Asl. Mount SS 97 71OX34PPX 1#10 x 314" Ph. PH SMS @ Ext. Pkt. int. SS 9B 710X2PPX 1#10 x 2" Ph. FH SMS @ Keeper SS NOTES: 1) ITEMS #14-16, 46-49. 53-59, 73, 74 & 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. CeT N. VENICE, FL 34275 (941)-480-1600 VINYL SLIDING GLASS DOOR NOA (LM) PARTS LIST NO CHANGES THIS SHEET. SGD-5570111 NTS 21 OF 21 TABLE D: BOX SCREEN # Part# Description Material 100 12256 Box Screen Top Rail 6083 75 AI 101 12257 Box Screen Bottom Rail 6063 TS AI 102 12258 Box Screen Side Rall 6063 T5 Al 103 64428 Box Screen Interlock 6063T6AI 104 17347A Box Screen Snap -on Bug Flap 6063 76 AI 105 64345 Box Screen OXO Astragal Adapter 6053 TB AI 108 17349 Box Screen Astragal Adapter 6D63 76 AI 107 ISD39 Box Screen Frame Sill Add -an 0063 T6 AI 108 19035 Box Screen Head/Jamb Add -on 6083 78 AI 109 72DXlX #142D x 1" MS @ Top Rail SS 110 720XI12X #14-20 x 1-1/2' MS @ Bottom Rail Ss 111 71793G Wstp, .270" x .160' - Fin Seal 112 618DSK Wstp, .187' x .500' @ Bug Flap 113 7SRAZ Standard Roller Nylon 114 7SRAX HD Roller SS 115 varies Screen Locking Hardware Steel 116 419053 Screen Keeper Steel 117 76X1PPA #6 x 1" Ph. PH SMS Steel 118 16921314 Screen Splina - .150" & .165" Vinyl 119 1816C20 Screen Cloth 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 4853K Screen Vinyl Astragal Adapter Rigid PVC 124 19012E Frame Slll Screen Add -on 0063 T6 Al 125 6FP95K Bug Flap, 85 +/- 5 duro. Vinyl 126 78X112PSATS 98 x 1-1/2' Ph. PH SMS (Assembly) SS 127 712027 Comer Key Wheel Assembly (Standard) Nylon 128 71202788 Corner Key Wheel Assembly (HD) SS 129 varies SCraun Locking Hardware Steel 130 710X34PPSDAX #10 x 3/4" Ph. PH SMS @ Screen Ast. SS 131 78X12PPSMSX #8 x 1/2" Ph. PH SMS @ Door Ast. SS 132 169213/4 Screen Spline -.146" Vinyl 133 1816C20 Screen Cloth I Fiberglass JAI 10/05/1 t J ROSOWSKI aid 04105/17 M D-5570.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date504/14/2021 �,. v.10ENSF •. �� �� Q'. No.58705RI •�� f. va�" T A LYNN MILLER. P.E. P.E.# 58705