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HomeMy WebLinkAboutNOA 11-14-17I M1AM1-DADE �/)'1�--_MIAMi-DADE.COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries 1070 Technology Drive, E C FF North Venice, FL 34275 SCOPE: NOV y This NOA is being issued under -the applicable rules and regulations governing tl11.e�}ise 4f construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade c�.Ug% $mPrg4yct Control Section to be used in Miami Dade County and other areas where allowed by the Authority HavingiiWindiction (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. thail 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 115570/2770" 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, signed and sealed by A. Lynn Miller, P.E. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1(sheet 7) and table 2 (sheet 8) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (detail sheet 4) and anchor requirements. 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,_ city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 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 and renews NOA #15-0409.02 and consists of this page 1 and evidence pages E-1, E-2, & E-3 as well as approval document mentioned above: The submitted documentation was reviewed by Jorge M. Plasencia, P.E. I�� �'� MIAMI-DADECouNTY z NOA No. 15-1210.01 Expiration Date: April 14, 2021 Approval Date: March 3, 2016 Page 1 PGT Industries 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, 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) Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14, 2021 Approval Date: March 3, 2016 E -1 PGT Industries 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) 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 6638 (samples A-1 thru A-22), dated 11A9/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No.11-01OZ 04) 8 Additional test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202�94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. (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. 2. Glazing complies with ASTME-1300-02, -04 & -09 D. QUALITY ASSURANCE . 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge M. PIasencia, P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14, 2021 Approval Date: March 3, 2016 E -2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their "VE 1000 Tan (Non -White) Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their "Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 515753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NDA No. 11-0107.04) 5. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glass ® (Clear and White) Interlayer", expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America, Inc. for their `Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5t' Edition) and "No fmancial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No.15-0409.02, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 06/18/15 and expiring on 04/14/16. Jorge M. Plasencla, P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date:. April 14, 2021 Approval Date: March 3, 2016 E -3 ES 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. 3) ANCHORAGE: THE 33413Y. 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. 6) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NONS, 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. 8845.8849, 8652 & 8717; EXOVA-10-002-192(A) & 10-008-10231; 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 VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE 2014 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 57012770 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, 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 INSTAL- LATION 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. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NONSHRINK, NON-METALLIC GROUT, MAX. 114- 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 SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD Group Anchor Substrata Frame Member Min. Edge Olelance Min. Embadment p $12, steel SM3 (05)cr410S.S. SMB, ' (SM 11 0(mh 11) ' P.T. Soul m M SG=0.55) Aluminum. WO 0.12Elmin. lWakmae ea em 911161 P-hook Heawwriamb 6/16' 3!6' I -&a, u6' P-Iwok 316. 116' S1asL A38' 0.�' min. thickness) tleadISVVJamb afr 0.060' P-hook TV 0.080' Steal Stud, A853 Sr. 33' 0.071' min. Ihtokneea Head1311VJemb 318' 0.071. 14 Oe. P-twok 316' 0.07i'14 Ge. 114' Elco tillmoon P.T. Soethern Pine G•0.65 mb 1'I 1.318' P-hook 1' I -NO' 114' Elco 410 S.S. CreleFlax P.T. Southern PineHeadIS1111jamb S(i•0.65) 1' 13J8' P-hook 1' 318' S 042, steal wood screw 05) P.T. Southern Pine (80.0.60 HaadISllgJamb Bfir 1d18' P4wok 9118' 1.3I8' UP Elca Ullracon COncrela min. 265 kel P-hook 1' 1-wr Heed(SIIVJamb 1.31 8' 1 UrgreNed CMU, ASTM C80 Jamb 1' 1-114' P-hook r 1.114' C 114' Elea 410 5.8, Cpalemex Ungrouted CMU, TM G90 Jamb I%V4' 1.1/4' Pfiook I-XV 1.1141 Concrete (min. 3.36 ksl) Head!80VJemb 1.311W 1_14' P-hook Tr•31 ' 1f4' Mao 18•a S.S.Aggm•Getar Camrote In.2.22ka Headl88VJsmb 1.1/2' 1.318' P-hook 1.1ir I-wr ungmuled CMU. ASTM1% Jamb r 1-114' P4mk r 1.114' P.T. Saulhom Fine 0.0.65 HeadISHWamb 1' 1.318' P-hook I. 1.3f8' 114' Elco Ultreoon Carwrels min. 2.85 ksf HesdlSlNJamb 2-11r 1.316' P4=k 2-11r 1 Ungreuted CMU, ASTMC90 Jamb 2.1Ir 1-11v P-hook 2.1(Y 1.1f4' D 1W Eico 410 S.S. CmleFlex Concrete min. &35 kel Heed1SIHIJamb 2-11r 144' P4=k 2.11e 13/8• Unglout CMU, CASTM ON) Jamb 2-U2' 1.1/4' P4=k I 2.1lr I I-IW SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. - STANDARDSUSED: INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE 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 OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 0) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. 2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION ASTM E1300-09 ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM-2010 AISI-S100.07IS2.2010 CERT. OF AUTH, #29298 1070 TECHNOLOGY DRI N. VENICE, FL 34275 (941}480.1600 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 .................e...18 ACCESSORIES ..................19 SCREEN DETAILS.............20 PARTS LIST........................21 SLIDING GLASS DOOR NOA (LM) GENERAL NOTES SGD-5570111 NTSTV OF 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. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & 81, B2 ON SHEETS', & 8 1010611E J ROSOWSKI MD-5570.0 PRODUCT RENEWED as comp Ins with the Florida Bullding ode Nop-No. 15-1210.01 Expiration Mete 04/14/2021 No- 58705 ' 5A:�` Is0•' A LYNN MILLER, P.E. MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. UNIT WIDTH +{ NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH I PER TABLES 1 PER TABLES 1 & 2 PER TABLES -Nt- -I MAX. UNIT HEIGHT / ° {� MAX UNIT {^ NEIGH / / / { MAX. UNIT I" HEIGHT kH { I" PER TABLES I&2 ) PERTABLESI&2 / / { PERTABLESI&2 / mcmT roeuEr {� ,rJ ]� 1-PANEL J 2-PANEL J 3-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS ' NOM. PANT PERTAO MAY HE PER TAI iL WIDTH .ES 1&S mlTA.urnI wwln o { UNITGHT / L S1&2 rocw 6-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 7-PANEL CONFIGURATIONS NOM. PAN PER TAB MAY g HE PER TAI MAX. UNIT WIDTH NOM. PANEL WIDTH E PER TABLES 1 & 2 + MAX. UNIT a HEIGHT PER / / TABLES 1 & 2 iL WIDTH .ES mAlt.urvu wwln UNIT GHT h LE� S1&2 A � h � h / 6-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 %r --1 . { { MAX. UNIT HEIGHT PER TABLES 1 & 2 POCIfD. IN �— MAX. UNIT WIDTH r_j 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLE$I & 2 MAX. UNIT HEIGHT PER TAB ES 1 & / / 11 LI11�1ild�L/�� &PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X' - OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O" = INOPERABLE PANEL LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION -CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN "P" =POCKET POCKET CONFIGURATION CAN BE OXXXp, 2) 00' & 136` CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER CEW.OFAUTH.aW88 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2 ( 1070 TECHNOLOGY DRIVE 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE=472.650 FT' L—(i SHEET NUMBER DICE, FL 34275 41)-400-1800 CORNER, TYP. WSMCOMMSXOn9 MIDECOMMMM PRODUCT RENEWED —+{ as rnmpIcId wtheFI°Hda Eullding Code NOA-No. 15-1210.01 Ezp1mUon Dote04/1412021 { Nlemh a Pro ue Control Y=a T{" OLD WIDTH -VI OLD HEIGHT NDOORHEIGHTOM. PANEL IDII-11115"10 �.`��p). ...NN..{{/�l 4��� PANEL HEIGHT - DOOR HEIGHT -2-1/2" �� ��� `osme Nu. - VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 56705 05 EXAMPLE CONFIGURATIONS �& J ROSOWSK) -o •'. � �!S ib �W a :fin'•. s�A e r• �� i � •. F101i1DP •' C9 � q '',,,5/ONAL .. SGD-5570 � NTS 2 OF 21 g i Ma5570.0 i ~L P "807005 DETAIL Al THRU txwDOD CONCRETE/CMU PER INTO MASONRY ANCHOR REQUIREMENT j•"— TYP. ANCHOR TYPE, { EMBEDMENT AND '-`, �` •�= EDGE DISTANCE PER ' SUBSTRATE, SEE� +'!=;••- TABLE A. SHEET I & .•8 NOTE 3, BELOW EMBEDMENT Dal EDGE DISTANCES 1/4' MAX. 1XOR2XWOOD BUCKSTRIP, SEE ANCHOR NOTE 4, SHEET 1 PLATE AT EVERY ANCHOR LOCATION i 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW DETAIL A2 INToaxw000 FRAME WIDTH REQUIRED IF DOOR HEIGHT IS OVER W O.C. DAYLIGHT tc INTSITIOR -OPENING +0- � ' WIDTH I �' METAL TYP, SEE ANCHOR DETAIL C1 DETAIL D1 NOTE 4, SHEET 1; MIN, OF 3 INTERLOCK INTO METAL THREADS BEYOND THE METALSUBSTRATE ���\� nn �\\SEE NOTE S, DOTE B, Y I I '�:l V 27 "`JTHI$-SHEET 1/4"MAX' ---� SHEET I I 92 sm�is SHEET - EMBEDMENT — SEE NOTE S, Tits -SHEET se #8 X 3/4' SMS REINFORCEMENT SCREW; 7 L — — — — — es PER STILE, LOCATED AT CENTERLINE AND W. HORIZONTAL SECTION (XXX SHOWN) — —, — ` 9' & 17 FROM ENDS (FACTORY INSTALLED). DETAIL D2 — DETAIL 82 DETAIL C2 ASTRAGAL INTERLOCK INTO MASONRY FACUiG fNi'. REQUIRED IFDOOR EMBEDMENT LIGHT 2f ul HEIGHT IS OVER W 114' MAX. -- i— :NING DTH 22 ' :'- EDGE I + DISTANCE I I 6EE NOTE Q, TNIS SHEET T I I 28 . 2s I TYP. ANCHORTYPE, as 23 a EMBEDMENTAND P al q o o p EDGE DISTANCE PERSUBSTRATE, c� SEE TABLE A, SHEET d T5 1 & NOTE 3, BELOW I EXTERIOR iti�1n11MulY, PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP & INTERIOR OR ANCHORS SEE EXTERIOR DIRECTION, DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A. SHEET 1 & NOTE 3, BELOW NOTES 7 DETAIL SHEET 19 ALL PARTS IDENTICAL, 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE6. THIS SHEET) 2) REFER TO ANCHOR NOTES, SHEET 1. FOR ALL LOCKSTILES, 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ASTRAGALS, FIXED . O B VINYL SLIDING GLASS DOOR NOA (Lk.J 10/06/15 ANCHOR QUANTITIES, SEE TABLES 1 & 2. STILESAND 4) CONTINUOUS ANCHOR PLATE, ITEM #8,1S REQUIRED AT ALL HORIZONTAL Brills INSTALLATION, HORIZONTAL XSECTROSOWSKI FRAME ANCHOR LOCATIONS. < 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. OR 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL INTERLOCKS y O O CFRr. of auTN.tt2zeS REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY)! 1070 TECHNOLOGY DRIVE THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N. VENICE, FL 34275 q 7) SEE SHEET 20 FOR SCREEN DETAILS. (941)-480-1600j SGD-5570 NTS 1 3 OF 21 g1 MD5570.0 PRODUCT RENEWED as complying with the Florida Building Codo NOA-No. 15.1210.01 Explrallon Dam 04114/2021 No�58705 � % A. LYNN MILLER, P.E. DETAIL E1 INro MAsoNRY tX BUCKSTFUP CONCRETEICMU PERANCHOR REQUIREMENT 110 TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 AND EDGE DISTANCE PER INTO W000 SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT EDGE FRAMING, SEE ANCHOR AND EDGE DISTANCE PER E DISTANCE NOT3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET EDGE 1 & NOTE 3, THIS SHEET DISTANCE I EMBED - a' - MENT Item. J 1 X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 r / FOR LOCKSTILEs, AstRAOn FaersnLE. N _ HOomTA ANCHOR PLATE AT RAILS EVERYANCHOR LOCATION DAYLIGHT O OPENING HEIGHT FRAME HEIGHT 6EE NOTE 6, THM 9HEET �EXTEF EMBEDMENT DETAIL E3 INTO MA60NRY CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE '.z • ; �'�r;' EMBEDMENT DETAIL E4 DADE APPROVED MULLION, FBC INroMEra COMPLIANTALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT IQI v � IIII L1/4"MAX. Nll U '�I LL_114.M AX.9L1l U �L--1/4"MAX. TYP. ANCHOR TYPE, EMBEDMENT AND TYP. ANCHOR TY�PEJ EMBENi AND 9 EDGE DISTANCE PER SUBSTRATE, SEE 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, 48 X 314" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. DLO WIDTH = NOM. PANEL WIDTH - 8-0/1 G' SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #8. IS REQUIRED AT DLO HEIGHT = DOOR HEIGHT-114116' PANEL HEIGHT = DOOR HEIGHT - 2-1/2" CENTERLINE AND W FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 6) 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 PRODUCT RENEWED EXACT DIMENSIONS. I as compWTp with the Florida VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS E ERXI — 7 & 8. AS as 042SHOWN L� I 42 943-OALSOAPPLY 823 GROUM 9 1.917 NEEDED, SEE to w —T � ANCHOR NOTE 5, SHEET 1 p a CD2 1/4" MAX. U p B 2-112" =}TOTAL .080 -- SILL HEIGHT SILL RISER (2-1/2' TOTAL SILL HEIGHT) EMBED- EDGE— .' ; , s EMBEDMENT DISTANCE MENT EDGE TYP•ANCHORTYPE, TYP.ANCHOR TYPE. DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER SUBSTRATE, CERT. OF AUTH.029296 PER ANCHOR DETAIL F1 SEE TABLE A, REQUIREMENT SHEET 1 & NOTE 3, IDETAIL F2 SEE TABLE A, SHEET 1 & NOTE 3, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 INTO MASONRY THIS SHEET INro woo0 THIS SHEET (94*480-1600 euilaing a NOA-No. 15-1210.01 Expiration Date ON1412021 .390 ---i 1- 3910.7-191.— 3902.F I2. 3.484 4.041 J2.887 L1 L L .080,060 — 060 OSILL RISER 44 SILL RISER O SILL RISER \�t��� �yNN (3.1/2" TOTAL (4-1/16" TOTAL (4-518" TOTAL �� �a�,.. • • • •-. , <<( �� SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) S iT VINYL SLIDING GLASS DOOR NOA(LM) INSTALLATION, VERTICAL X-SECT. I ' it : N0• �t4 LC:: :-'-;Q ' IS 16 ;' • 10/05H5 J ROSOWSKI ............ �G� a A I VIM MILLER. P.E. NTS Idl 40F21 1911 MD-5570.0 t t_ © 4•�m � 4� R m t EMMOR EXTERIOR 136• < fV1 90• DETAIL. G1 DETAIL H1 INSICECORNER O IN910E CORNER EXTEf2tOR a 1 1 MOOR V PRODUCT RENEWED as aomplylnn with the Florida 9uildinp C.7 NOA-Ho. 15-1210.01 expiration omp04114/2021 INTERIOR By Mlam -ffocluot Control O 2 o NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. q 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR zs u �O QUANTITIES, SEE TABLES 1 & 2 " 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, ``�711 �� ,I ,,`(NN Mill 33 3e DEPENDING ON CONFIGURATION.33 `t0 J�ENst3 '' DETAIL G2 MAX 1(1.5'0.0. 99 t36• MAX3.6.O.C. 10 9e SEESHEET•19 ExTEwoR fvl VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 �• ; a— OUTSIDECORNER ea CORNER ASTRAGAL HORIZ. X•SECT. ki J ROSOWSKI =_ �� �C ••. FIOR CERT. OF AIRH. 929296 $ �$ •••��` i SS'!, 1070 TECHNOLOGY DRIVE j N. CE, FL 34276 SGD-5570 NTS 5 OF 21 i MD-5570.0 (941}g80.1800 (941Y4 a� PEeee�w0.PE . `k' DETAIL 11 DETAIL 12 RiTOMASONRY OPTIONAL NON- ::,- INTO MASONRY STRUCTURAL ANCHORS FOR t Q EDGE INTERIOR POCKET ' e 21 zz TYP. ANCHORTYPE, EMBEDMENT DISTANCE JAMB et 28 27 AND EDGE DISTANCE PER 33 SUBSTRATE, SEE TABLE A, • INTERIOR POCKETS MUST SEE FIG 1, + THIS SHEET SD a SHEET 1 & NOTE 3, BELOW , ; :".;: u•:•; •.' •r . . O INCLUDE to •.•'� ,!' �:�� FRAME JAMB TOREDUCE THE �:' POSSIBILITY OF WATER '• ' 21 d r INFILTRATION. :' :.,; • 114" MAX. to EMBEDMENT .:' . :'' 17 OPT. ; •� .:..•:'..e � � . POCKET BY OTHERS, SEE NOTE 6 BELOW. _ -EXTERIOR 7. g EXTE R q o MENT::•.. :.' OPT. 114"MAX. a :.�:.• �. ..: �.. '•� :,�•• , ANCHOR CONCRETEICMU SEE FIG % - d THISSHEET TYP. ANCHOR TYPE, EMBEDMENT EDGE PER ANCHOR 28 27 AND EDGE DISTANCE PER DI STANCE REQUIREMENT SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET METAL TYR. SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BEA MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EMBEDMENI EMETRT `i 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 FORANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 6) 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 114• MAX. SEEFIG 1070 TECHNOLOGY N. VENICE. FL 34275 CONCRETE/CMU REQUIREMENT OPT. ANCHOR FOR DOOR HEIGHTS WAND LESS: 31 d FOR DOOR HEIGHTS OVER GO" 21.8" to q aT MAX. O.C. ae 22 Ot 21 EDGE 2X WOOD BUCKSTRIP OR PRODUCT RENEWED FRAMING, SEE ANCHOR es complying with the Florida DISTANCE I NOTE 3, SHEET 1 NOA-Ng toao NGA-Na 15-1210.01 �OpT. ANCHOR Expiration DateO411412021 DETAIL 14 INTO WOOD QoR 27 O bVYNN EXTERIOR POCKET `����o�,j��t;�s ,<<F�'�,� FALUM;INUM ;SLIDING GLASS DOOR NOA (LM) � 10/05/16S, HORIZ. X-SECT. JROSOWSKI ST ip .O� FCORIDP.•' Gib=� JE m �$ cs?IONAI- ',frnliutt�� Ti SGD-5570 .� NTS a OF 21 � MD-6670.0 A. �YPEA 6870055 P.E Design Pressure (DP) and Anchor Quantities Required, ((or all approved configurations on Shoat 2) Use this table for. Glass Types 1, 3 or 5 Astragal Reinforcement Lookstiie Reinforcement 1#26 or#Pe Bid lnterlookReinforcement #27 Door Unit Height 8(r 64° 96" Ba-15116" DLO Height 72-1611ti' DLO Height 84-16116' DLO Height Anchor Group Anchor Group Anchor Group A I B 1 C D A I B I C D A I B C D Design Pressure +601-Bopsr +60/-60psf +60/-60psf 24" 19-11a' DLO Width HeadfBill C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 Jamb 5 5 5 6 6 5 5 6 5 6 6 5 P hook 7 7 7 7 7 7 7 7 8 a a a 25.11W Design Pressure +60/.60psf +60/-60psf +60/-60psr Head/Sill 03+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 30' DLO Width Jamb 6 6 5 6 5 6 6 6 5 5 5 5 P-hook 7 7 7 7 7 1 7 1 7 7 B B 1 8 1 a Design Pressure +60/-60psf +601-60psf +60/-60psf 31�U8' Head1S111 C3+1 C3+1 03+1 03+1 C3+1 C3+1 C3+1 03+1 03+1 C3+1 C3+1 C3+1 n 36' DLO Width Jamb 6 6 5 5 6 6 5 6 5 5 5 5 P hoot( 7 7 7 7 7 7 7 7 8 8 8 8 E DoslgnPfewura +60/-60psf +60/-60psr +80/-60psf 42' 37-IIW DLO Width HeadiSBl C3+1 C3+1 +10+C+ 3+1 Jamb P-hook 6 7 6 7 6 1 7 5 1 7 5 7 5 7 5 7 5 7 5 8 1 6 8 1 6 8 5 a 48" 43-116' DLO Width Design Ptassure +60/-wpsf +60/-60psf +60/40psf HeadlSlll C3+2 C3+1 C3+t C3+1 C3+2 C3+1 03+1 C3+1 C5+2 03+1 1 C3+1 I C3+1 Jamb 5 5 5 5 5 11 5 1 5 5 5 1 5 1 6 5 P-hook 7 7 7 7 1 7 7 1 7 7 1 8 1 e 1 a 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, ASILL RISER 1S 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 IIA8 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. (E)Fz 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. TARLE Ri: Watei�Llmibd (+) Dsslgn POSSUM SVI Raw Nora S11 Haight Max. (+) OP Allowed None 141H6 Sae Nate 2 42 2112' +35.7-psi 43 3412' +80.0 psi 44 44161 +60.0 psf 45 4496° 1 +60.0 par CERT. OF AUTH.629298 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 FIG 1: DOOR ASSEMBLIES INSTALLED WHERE THE PRODUCT RENEWED OVERHANG (OH) LENGTH IS as comp) l with the Florida emlding Coda EQUAL TO OR GREATERTHAN NOA No. 15-1210.01 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER luptrutlon Data O_ 4114/2021 ' INFILTRATION RESISTANCE. DLO HEIGHT = DOOR HEIGHTD11-1116,18° `���v`ONIt1,YNNrtiq���4,� PANEL HEIGHT = DOOR HEIGHT -2-1/2° �1t; �CkNSF'•.F�Q 140.5e705 _ O ': '� VINYL SLIDING GLASS DOOR NOA (LM) 11110105115 DP & ANCHOR QUANTITY TABLE d; J ROSOWSKI A. EA6e7as pa SGD-5670 NTS 7 OF 21 9 MD-5570.0 14 � Hors c. Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for: Door Unit Height Glees Typaa 2 or 4 80" 84' 96' 108, 12W 88.15/16' DLO Height 72-1611V DLO Height 84-15116" DLO Height g6-16/18' DLO Height 108-15/16° DLO Height Astragal Reinforcement 429 Anchor Group Anchor Group Anchor Group- Anchor Group Anchor Group Lookette, Reinforcement #25 HD Interlock Reinloroemant #28 A B C D A B C D A B C D A B C D A B C D Designpreasure +100/-100psf +l00/-f00par +1001400PS1 +60/-85psf +60/-85psf 19118" HeaNSIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C6+1 03+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 24" DLO Jamb 5 5 6 6 5 5 5 5 5 5 5 6 B 6 6 6 B 6 8 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9, 10 1 10 10 10 DesignPressurs +100/-100psf +100/-100P91 +100/-100psf +60/-65psf +50/-85psf Head/Slil C5+1M77 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 03+1 G3+1 C3+1 C5+1 03+1 C3+1 C3+1 30" DLO DLO Jamb 55 5 6 6 5 5 5 7 6 8 8 6 8 8 8 8 8 Width P-hook 77 7 7 7 7 8 8 6 8 9 9 8 8 10 10 10 10 DeslgnProssM +1091400ps1 +100/-100psf +100/-100ps1 +60/-65psr +60/ 85psf 31-1/8' Head/Sul C5+1 C3+1 C5+1 C3+1 C5+1 03+1 C5+1 C3+1 C5+1 C5+1 C6+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 DLO Jamb 6 6 8 5 5 5 6 5 5 5 7 5 6 6 6 6 8 6 8 6 Width Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 iD 10 10 Des/gnPressute +100/-100paf +100/•400psf +f00/-t00Psf +60/-66psl +60/-0psf 37-1/6' Head/SIB C5+2 C3+2M71 06+2 C5+2 C5+2 C3+1 C5+2 C6+2 C5+2 C3+1 C5+1 C3+1 CS+1 C3+1 C5+1 C6+1 CS+l C3+1 D 4Y DLO Jamb 5 65 5 7 6 B 6 B 5 6 6 6 6 6 6 7 6 Width p-hook 7 77 7 7 7 8 B 8 8 99 9 9 10 10 10 10 Des/gn Pressure +100/-100psf +100/-100Psf +021-92Paf +60/•85per +60/-65PSI` z 43.1/8' Head/Sill C5+=5E7+2 C6+2 C6+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 05+2 C3+1 48' DLO Jamb 6 6 6 8 5 6 5 8 6 8 6 7 8 6 8 8 6 7 7 7 8 8 8 8 19 9 9 1 9 9 9 10 10 16 10 WidthP-hook Design Pressure +80/-80psf +80/-60psf +60/-80P9f +00/65psf +54.1/-517psf. 48-118" Head/SIR C5+2 C3+2 C5+2 03+2 C5+2 C3+2 C6+2 C3+2 C5+2 C3+2 C5+2 C6+2 C5+2 C92- C5+2 C5+2 C5+2 C6+2 54" DLO Jamb 6 5 0 6 6 5 7 5 MC5+212 8 5668 B WidthP-hook 7 7 7 T 7 7 7 7 8 8 9 9 9 9 10 10 10 10 DeslgnPrassrue +80/-80psf +80/40psf +80/-80psf +59.1/-64psf +49.8/-53.7psf 6OLO Head/SIII C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C6+3 C6+2 C6+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 60" DLO Jamb 6 6 8 5 5 5 7 6 5 6 0 5 6 8 8 8 8 6 8 6 Wldlh P-hook 7 7 7 7 7 7 T 7 B 1 8 I 8 I Biel 91 9 9 10 10 10 1 10 +/-100.0 YSt t-UK ANUMUK UKUUYA D. U IX U. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 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 at RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. Ry. 3) SEE SILL RISER TYPES ON SHEET 4. CERT.OF AUTH.929M 4) SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRI -6) REFER TO ANCHOR NOTES, SHEET 1. N. VENICE, FL 34275 8) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING (941}4 1600 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 82, THIS SHEET. 9 OF ANCHORS THROUGH THE HEAD & SILL, (EX: FOR C3+1, 3 ANCHORS f 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 zOVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE TART F 132, Water -Limited (+) Design Proaatro SIII Riser Nom, SIII Height Max. (+) DP - An—d None 1-11116' eeNote 2 24/2 +38.7pal' 3412' +60.0 psf 41116 +60.0 psf +10.0 p8 DLO WIDTH = NOM. PANEL WIDTH - 8-9116" DLO HEIGHT = DOOR HEIGHT-114116" PANEL HEIGHT = DOOR HEIGHT-2-112" VINYL SLIDING GLASS DOOR NOA (LM) DP & ANCHOR QUANTITY TABLE JJ8j J ROSOWSKI =-5570111 NTS 18 21 1$ MD-570.0 19 RENEWED with the Florida 154240.01 Expiration IYNN,y//, 1/4��, �� , ucENSF . P No. 58705 ' 0 STA !O 1 G� ���'•. �CORIDP. .cw: s"910NN- A LYNN MILLER. P.F- EXAMPLE: 3-PANEL, 3TRACK, STRAIGHT CONFIGURATION -PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD'SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.21-68.6 PSF OPT. AMC TOA ALIGNh E OPT. AN TO ALIGN POCKET BY OTHERS,SEE NOTE S, SHEETS EXTERIOR POCKETSY OTHERS,SEE NOTE 6, SHEETS INTERIOR POCKETS SPLICE NOTE: NON-STRUCTURALANCHORS MAY BE ADDED INFIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. 0 HEADSPLICE INTERIOR CENTERLINE I_ CENTERLfE LOF IINEERLOCK I"�OF INTERLOCK ..1 S• CENTERLINE I CENTERLINE AX I M. I �OF PANEL �OFPANEL2 '12' SHEET 12 SEE POCKETJAMS INSTALLATION ON SHEET S 4 LSPLICE INTERIOR S• CENTERLINE 61AX. I OF PANEL f '+r vi •••"••• • • 'C3'CWSTER_/ ' 6HELTN 21.a• FRAME JAMB SEE POCKETJAMB MAX. REOUIRED� INSTALLATIOHON O.C. INTERIOR POCKETS SHEETS 1 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1&2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21--68.6 AT A NOM. PANEL SIZE OF 48" X 84'. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +601.00 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY Heed/921 Ci+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamb Ib 1 SHOWS ANCHOR REQUIREMENTS OF: _ P•hooK 7 B' MAX. P-HOOK JAMB ANCHORAGE ANCHORAGE DETAILS DETAILS FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. F) SHEET 21 FOR A BILL OF MATERIALS. 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "CT CLUSTER ANCHORS AT THE INTERLOCKIASTRAGAL. HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCKIASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL JAMB: 6 ANCHORS, SHEET 13 FOR GEN. LAYOUT. P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. j�ty 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: CERT.OFAUTH.926290 HEAD & SILL: SHEET 4 1070 TECHNOLOGY DRIVE JAMB: SHEET 3 N. VENICE, FL 34275 PP -HOOK: SHEET 0 (941)-480-1000 — 4 26W MAX. +2•ANCHORAGE, .+rANCHf SHEET 12 SF 'G3-CLUSTER, END ANCHOF SHEET 12 (MIN. 1 ANC HEAD ANCHORAGE DETAILS PM (3-TRACK) CENTERLINE CENTERLINE �OF INTERLOCK OF INTERLOCK CENTERLINE OFPANEL2 -+r ANCHORAGE.) •+Y (MIN. SILL ANCHORAGE DETAILS PXXX (3 TRACK) FND PANEL ANCHOR EXCEPTION: SEE FIGURE BELOW FOR ADDITIONAL ANCHOR INFORMATION. CENTERLINE �OFPANEL3 DISTANCE TO NEXT CLUSTER TO BE 26.31T O.C. OR LESS • CENTERLINE OF END PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 26.3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PERTHE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA (LM) STRAIGHT DOOR EXAMPLE J RaaOSOWSKI �a SGD-5570 NTS1]T 9 OF 21 1111 MD-5570.0 i --1 6• MAX. EXTERIOR V 6' MAX EXTERIOR PRODUCT RENEWED as complyino with the Florida Building Code NOA-Flo. 15-1210.01 Expiration Date 04/1412021 et'.� . ,,Lcnuse '•• F•P x' No.58705 •''A' S TVA it c�Frl %s'S10NAL 0 " A. LYNN MILLER, P.E. 1-,n6• NOM. Slt6' HS GLASS NOTES: 311(" HS GASS 311(r HS 0 ASS- 3118' ANN GASS 76 79 1) BACKBEDDING SURFACES SHALL NOT 090" PVB .09W SG 7118• AIR SPACE 77 7e BE PAINTED OR LAMINATED. 3n6• ANN GLASS pa, D1 ins• HS GASS PAINTED! 3116" T GASS PAINTED/ 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE OOR St LAMINATED SURFACE OAl7l' AD D B3SURFACE -LAMINATED O UNITSURFACE OF A LAMINATED GLAZING UNIT 1S ADHERED TO THE GLAZING LEG. EXTERIOR • ,— — — `aEXTERIOR �I EXTERIORRPRODUCT IS•EXTERIOR- I GLAZED'IF N80-81 IS 718'NOM. PRODUCT IS'EXTERIOR- GLAZED' IF RU-81 ISOM. PRODUCTIS-EXTERIOR- I GLAZED'1FN82-B31S TOWARDS THE EXTERIOR. I 718"NOM.THST=HEAT GASSBITE TANNT=ANNEALED STRENGTHENED TOWARDS THE EXTER10R1 I GLASS TOWARDS THE EXTERIOSS BITE "TT=TEMPERED E UPVBT=.090"BUTACITE® PVB INTERLAYER (�INTERIOR I aI waINTERIOR I BY KURARAY AMERICA, INC. PRODUCTIS•INTER{OR I I PRODUCTIS-INTERIOR- PRODUCT IS 9NTERIOR- 7eBY 'SG"=.090"SENTRYGLAS® INTERLAYER GLAZEO•IF NBa81 IS I 78 GLAZED'IFa6ae116 GAZEO'{F Na2A31s I THE INTERIORS6 KURARAY AMERICA, INC. 70WAROSTI9?INTERIOP- TOWARDS THE INTERIOTOWARDS SEENOTE2.THIS SEENOTE49EENOTE2. SHEET THIS SHEET GLASS TYPE 1 THIS SHEET GLASS TYPE 2 GLASS TYPE 3 STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS-y KODISPACE 7E 4SG TPS BUM 6 DESICCANT FOAM EXT. GLASS -%, STF 114" NOM. D IIITYL NOM. 3116" HS GLASS .090' SG 3116' HS GLASS F116" AIR SPACE 3118' T GLASS a EXTERIOR T. GLASS IMT. GLASS PRODUCT IS 'EXTERIOR - GLAZED' IF 1182.8318 SUPER TOWARDS THE EXTERIOR I 70 SPACERw NXT'm 1�1 MTERIOR ' PRODUCT Is (INTERIOR- I M GAZED• IF N82-83 IS CEMENT PCLYISO. DESICCANTFILLAREA TOWARDS THE INTERIOR. BUTYLENE 5n6" NOM. SEAL SEE NOTE 2, i SILICONESEAL THIS SHEET ROLL•FORMED STAWLE3S STEEL EXT. GLASS , V4V -INT. GLASS DURASEALO 0 SPACER XL EDGE"' SPACER GLASS 1-1116' NOM. WW AIR SPACE 76 Te HEAT-MIRRORFILM n 9192"AIRSPACE Sns" T GASS / PAINTED/ AMINATED SURFACE gq a E RIO PRODUCT [$'EXTERIOR- GLAZED' IFtJ84IS D70NOM. I GLASS TOWARDS THE EXTERIOR. BITE a INTERIOR 3ERIOR- I 79 GLAZED" IF N841PRODUCT TOWARDS THE INTERIOR. Go SEENOTE2, J THIS SHEET GLASS TYPE 4 RT. CERT.OFAUTH.N29298 1070 TECHNOLOGY DRI N. VENICE, FL 34275 (941)-450.1600 1-3116' NOM. —311W ANN GLASS --.090' PVB 3116' HS GLASS PAINTED/ LAMINATED SURFACE DI TG+ASS I BITE PRODUCT RENEWED an comp►yIn With the Florida Building Coda NOA-No. 15-1210.01 Exptratlon Dxto 04114/2021 GLASS TYPE 5 ``% /,` - C'A:'• 00ENSF'••�FP II �7]p , sT T?8F6 :. 4q�; VINYL SLIDING GLASS DOOR NOA (LM) $ 10/05/15 GLAZING DETAILS J ROSOWSKI ZONAI.� It%��. ALPN�F P.E. SGD-5570 NTS :R 10OF21 p MD•A.,70.0 SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR PITERLOOK CENTERLINE 4n t o EXTERIOR V 2-TRACK CLUSTER'03' ARCHORLOCATIONS ASTRAOALOR INTERLOCK-1 NTERLOCK 4" CENTERLTNE 0 EXTERIOR ­4 3.22" 3-TRACKCLUSTER'03' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE --�i 1+ 3.22" 4 TRACK CLUSTER 'C3'ANCHORLOCATIONS ASTRAGAL OR INTERLOCK p�Q` CENTERLINE 4" JI_ e o EXTERIOR e 2-TRACK CLUSTER'C6' ANCHORLOCATIONS ASTRAOALOR INTERLOCK 4„ CENTERLINE e 0 EXTERIOR 3.22" V 3-TRACKCLUSTER'C6' ANCHOR LOCATIONS ASTRAGALOR INTERLOCK CENTERLINE 4" 5 =3.22- EXTERIOR ID 4-TRACK CLUSTER 'C6'ANCHORLOCAT(ONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.376" 1112376- FOR ALL SILLS: FMRES PERTAINTOTIIE FOLLOWIN08U CLIJUER ANCHOR LOOAIMS: SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR 2-TRACK INTERMEDIATE ,W ANCHOR LOCATION PANEL CENTERLINE EXTERIOR ID 34RACK INTERMEDIATE W' ANCHOR LOCATION PANEL CENTERLINE o IPA EXTlFETRy `u 4-TRACK INTERMEDIATE '+i'ANCHOR LOCATION 1070 TECHNOLOGY N. VENICE, FL 34275 (941)-480-1800 PANEL CENTERLINE a' �g� EXTERIOR V 2-TRACK INTERMEDIATE W ANCHOR LOCATIONS PANEL CENTERLINE 4° EXTERIOR 3.22° v 3-TRACK INTERMEDIATE W ANCHOR LOCATIONS PANEL CENTERLNE 0 EXTERIOR 4-TRACK INTERMEDIATE +Y ANCHOR LOCATIONS FIGURES PERTAINTOTHEFOLLOWINOSILL RRERMIATE ANCHOR LOCATIONS TPk +1 5 7 PANEL CENTERLINE 4" f o EXTERIOR v 2-TRACK INTERMEDIATE '+S' ANCHOR LOCATIONS PANEL CENTERLNE 4° 0 EXTERIOR —►+ 3.22° V' 3-TRACK INTERMEDIATE '+S' ANCHORLOCATIONS 0 TEERIIOR 3.22" ID 4-TRACK INTERMEDIATE W ANCHORLOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK J.t2.376" DISTANCE IS 2.376° FOR ALL SILLS: VINYL SLIDING GLASS DOOR NOA (LM) III 10105/1: ANCHOR LOCATIONS A & J ROSOWSKI NTS IiI 11 OF21 J9$1 MD-5570.0 PRODUCT RENEWED as eom tyylnp with the Florida Building Ca�a NOA-No.. 15.1210.01 blplratlon o0 04/14/2021 By Mlam ade Product Control LYNAI ` * No. 59705 * l NAI. Er�C?�. A. LYNN MILLER. P.E. HEAD CLUSTER ANCHORS LAYOUT: ASTRAGALOR INTERLOCK 4° CENTHRINE EXTERIOR 3.22" lul 2-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGALOR INTERLOCK CENTERLINE 4" EXTERIOR — 4 3.22' _ 3-TRACKCLUSTER'C' 7 ANCHORLOCATIONS I/ 4TRACKC1.11STER 'C3 ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE EXTERIOR 922" 2-TRACK CLUMER'CS' ANCHOR LOCATIONS ASTRAGALOR INTERLOCK CENTERLINE 4" EXTERIOR —►O 3.22" 15 3-TRACK CLUSTER W ANCHOR LOCATIONS i ASTRAGAL OR INTERLOOK— CENTERLINE lm-- IERICIR v 4-TRACK CLUSTER 'WANCHORLOCATIONS NOTES: — 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.376" W2,376.1 FOR ALL HEADS: si ho"In , "d R©ml �0 WOME HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE 4" EXTERIOR 2-TRACK INTERMEDIATE •YY ANCHOR LOCATIONS PANEL CENTERLwE 4.75" EXTERIOR JZ 3-TRACK INTERMEDIATE V 4z•ANcxortLocnnoNs PANEL CENTERLINE — EXTERIOR E V 2TRACK INTERMEDIATE •N" ANCHOR LOCATION PANEL CENTERLINE EXTERIOR fL XTRACK INTERMEDIATE 1/ ``r ANCHOR LOCATION PANEL_ 4" CENTERLINE EXTERIOR V 2-TRACK INTERMEDIATE •r3' ANCHORLOCKHONS PANEL CENTERLINE 4" EXTERIOR R 3-TRACK INTERMEDIATE v 'f3'ANCHOR LOCATIONS [REM EXTERIOR EXTERN ' I'ANCHORLLOOCAMON EDIATE�% 4•TRACK ANCHORLOCATIONS42• 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 VINYL SLIDING GLASS DOOR NOA (LM) LOCATIONS B - 1111 NTS 111 12 OF 21 — 4 h-- 3.22" 4-TRACK INTERMEDIATE Y3' ANCHORLOCAMONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -To -TRACK DISTANCE IS 2.97I t2.37&1 FOR ALL HEADS: J ROSOWSKI MD-6570.0 PRODUCT RENEWED as complying with the FTarlda Building Code NOA-No. 15-1210.01 Expimtlon Date 04/14/2021 Q��: • �TGEN3F '•F'!O �: NO.60705 tA0fk E Ffo A. LYNN MILLER. P.E. P-NOOK ANCHORS LAYOUT: 6° JAMB ANCHORS LAYOUT, (PARTIAL VIEW): 4.76" 7.126" 2.376 ►+�• OPT. ANCHOR TO AID IN 21.8 MAX. O.C. ExTea�l°R 210 MAX. TE% EPoOR O.C.—cl°R JAX Headusm +1 Jamb 5 EXTEP•hook C� ALIGNMENT MAX M 6NOTES: MAX FRAME 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS. ANCHORS MAY BE LOCATED IN ADJACENT TRACKS 2-TRACK JAMB FRAME 3-TRACK ANCHORS JAMB FRAME I d TRACK ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. JAMB WEEP NOTCHES REND @1'X.500' JAMB WEEP NOTCHES R END @ 1' X .500" JAMB SILL WEEP NOTCHES R END @ 1" X .500" I- (3) TRACK WEEP HOLES W MAX. EVERY 24" @ 1.125" X .190", (0) TRACK WEEP HOLES \ _ (10) TRACK WEEP HOLES \ OPT. ANCHOR (1) WEEP NOTCH EVERY EVERY 24" @ 1.125' X . jp0"; EVERY 24" @ 1.125" X .19V-1 TO AID I 24" @ 1.375° X .600° (1) WEEP NOTCH EVERY (1) WEEP NOTCH EVERY ALIGNMENT 24" @'1.375" XWOW 24" @ 1.375" X .600" NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. Headisill I C341 Jamb ti P•hook 7 SILL WEEPHOLE LAYOUT (2 3 & 4 TRACKS) VINYL SLIDING GLASS DOOR NOA (LM) 10/05/11 ANCHOR LOCATIONS C 8 J R++OSOWSKI � i �d 1070 TECHNOLOGY DRIVEN. �$ 9 1E1-4160-180034275 1.118r.D-5670111 NTS 113 OF 21 11 MD-5570.0 PRODUCT RENEWED as aomplyln9 with the Florida Cullding Code NOA-No. 15-1210.01 F.xpiratlon Data 04M 4/2021 �\41 "YNNMQ�'i�i ���Si��•'tIGEN3F''•�F.P �i * ' 1,10.68705 �Y S 0 �9TANO t : fi S A LYNN MILLER, Pl. HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: I 2-TRACK 90' COANER EXTERIOR� 'C4'ANCHORLOCATION9 (USE WHEiE'C3• IS SPECIFIED) 4" 4" .i EXTERIOR 3•TRACK90• CORNER 'C4'ANCHORLOCATIONS v (USE WHERE -CT IS SPECIFIED) R 4-TRACK 90'CORNER 'C4' ANCHOR LOCA71ONS (USE WHERE'C3' S SPECIFIED) EXTERIOR I& I 2.TRACKSO'CORNER TERIO 'CW ANCHOR LOCATIONS (USE WHERE 'C6'IS SPECIFIED) 4° 3.22" EXTEND 3TRACKSO.00RNER JL 106'ANCHOR LOCATIONS l/ (USE WHERE TW S SPECIFIED) RGURESPERTNNTOTHE SILL 90° CORNER CLUSTERANCHORS LAYOUT: FOLLOWING W CORNERSAL ANCHOR LOCATIONS: rwin 90• ° 4" 4" 4° 4" • � Heetusm Ic 1 s hook- 7 3TRACK90'00RNER E E &TRACKSO.00IUff.Ii EXTERIOR •C4'ANCHOR LOCATIONS 'CS•ANCHORL%TION9 _5 (USE WHERE 'Or IS SPECIFIED) � (USE WHERE 'CV S SPECIFIED) �/ e 3•TRACKSO•CORNER TV ANCHOR LOCATIONS (USE WHERE'CT IS SPECIFIED) EXTERR*R V a" In 4TRACK00'CORNER tXTE RIOR 4-TRACK90'CORNER EXTE IIOR 'CS•ANCHORLOCATION9 �— 'Ce ANCHOR LOCATIONS lu (USE WHERE -CS' 19 SPECIFIED) (USE WHERE -Or IS SPECIFIED) NOTES: LOWED 4" 3-TRACK DO- CORNER 'C0•ANCHOR LOCATIONS (USE WHERE'CW IS SPECIFIED) FIGURESPERTNNTOTHE FOLIOWWOGO'COANFA 1)ALL DIMENSIONS SHOWN ARE BASED ON MWIMUM AL HFAO ANCHOR LOCATIONS: 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ?nF Ha9dl31➢ 1 IemO 6 3)TRACK-TOTRACK CERT. OF AUTH. N29M P hook 7 DISTANCE IS 2.375° n2-3751,t2.37W FOR ALL HEADS AND SILLS: N. V TECHNOLOGY DRI VENICE, FL 34275 (941)•480-1600 0 PRODUCT RENEWED as complyln with the Florida Eullding Code NOMNo. 15-1210.01 Expiration Date 0411412021 By Miand-uma Product Control EXTERIOR / I--1-322" 4TRACK90'CORKER 'CS• ANCHOR LOCATIONS WSEWHERE'C9' S SPECIFIED) ZZ,' No.58705 • is ��U'• STATE OF .�: 'i, '• :FLORIDt. Ic F-XTEWOR ��SS�QNA� �C` /1111111L A LYNN MILLER, P.E. VINYL SLIDING GLASS DOOR NOA (LM) 10/05/16 ANCHOR LOCATIONS D R� J ROSOWSKI NTS 11114 OF 21 1191 MD-5570.0 HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: 'C4' ANCHOR LOCATIONS (USE WHERE'07 IS SPECIFIED) 3-TRACK 135'CORNER 'CC ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) i EXTERIOR 4-TRACK 13V CORNER 'C,r ANCHOR LOCATIONS (USE WHERE-C7• IS SPECIFIED) Ft-►F-3.22" EXT�Ef-RIIOI 2-TRACK 13V CORNER 'CB' ANCHOR LOCATIONS (USE WHERE TV 19 SPECIFIED) 3-7RACK135'CORNER 'CB' ANCHOR LOCATIONS (USE WHERE-C6' IS SPECIFIED) SILL 135° CORNER CLUSTER ANCHORS LAYOUT: 0 e4" 4" EXTERIOR� 2--TRACK 135' CORNER 2-TRACK 13W CORNER 'COANCHORLOCATNONS 'CS'ANCHORLOCATIONS (USE WHERE -C3-IS SPECIFIED) (USE WHERE TV IS SPECIFIED) •� �✓ 'yea I --- VZ\ zz Z71 A. EXTERIOR 3-TRACK 135' CORNER '00 ANCHOR LOCATIONS (USE WHERE-C3- IS SPECIFIED) EXTERIOR 4-TRACK 135' CORNER - 4-TRACK 135' CORNER 'CS'ANCHORLDCATION9 'CA'ANCHOR LOCATIONS (USE WHERE'C5' 19 SPECIFIED) (USE WHERE'CeIS 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" t2.375.1 2.375° FOR ALL HEADS AND SILLS: 57 EXTERIOR I( 3-TRACK 135' CORNER 'CB' ANCHOR LOCATIONS (USE WHERE-05' IS SPECIFIED) MURESPERTARNTOTHE FOLLOWING 1W CORNER SU ANCHONLOCATIONS 136 (-(eed/311{ 1 Jamb 6 P hook 7 PRODUCT RENEWED as ComPlyln with the Florida %Building Code 12. 15-1210.01 Expiration Date 04/14/2021 1 r1 No.5R70.5 sY EXTERIOR �'� %� •• "E 3.2 OF At 4-TRACK 135' CORNER � 0/0NA1 E�J�`♦ 106' ANCHOR LOCATIONS (USE WHERE -CV IS SPECIFIED) 7j7rlillllT`1` A. LYHN MILLER, P.E. P.EB68705 VINYL SLIDING GLASS DOOR NOA (LM) 1 10/05/15 [ANCHOR LOCATIONS E J ROSOWSKI CERT. OF AUTH.0292961070 TECHNOLOGY DRIVEN. VENICE, FL34276 -5570 NTS 15 OF 21 B MD-5570.0 MA 41_A anAann HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL_ SPLICE LOCATION 4" EXTERIOR 3.22" 2-TRACKSPLICE •C4' ANCHOR LOCATIONS ' (USE WHERE -OW IS SPECIFIED) SPLICE LOCATION 4.76" EXTERIOR 4" .fL 3-TRACK SPLICE v '04• ANCHOR LOCATIONS (USE WHERE 'C3• IS SPECIFIED) 4.76' 4•TRACKSPLICE - 'CA' ANCHOR LOCATIONS (USE WHERETW IS SPECIFIED) SPLICED HaIKUS01 G31 mb 6 P ll i 7 SPlIOEL LOCATION 4" ]EXTERIOR 3.22" ID 2•TRACKSPLICE ' 'CS'ANCHOR LOCATIONS (USE WHERE 'CS' IS SPECIFIED) SPLICE LOCATION 4" EXTERIOR 3-TRACKSPLICE 'CS•ANCHOR LOCATIONS (USE WHERE •CW IS SPECIFIED) 4-TRACKSPLICE '08' ANCHOR LOCATIONS (ELSE WHERE'CS• IS SPECIFIED) SILL SPLICE ANCHORS LAYOUT Q INTERLOCK OR ASTRAGAL:_ SPLIC LOCATION 4" o 0 EXTERIOR _IL 2•TRACK SPLICE lu •C4• ANCHOR LOCATIONS (USE WHERE 'Cr IS SPECIFIED) e e - EX ERIOR 3-TRACKSPU(S 3 l •C4•ANCH0RL0CATI0NS (USE WHERE W IS SPECIFIED) 6PLICE LOCATION 0 0 e EXTERIOR 4-TRACKSPLICE 'C4'ANCH0RL0CATIONS (USE WHERE 'CV IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR FOR SINTERLOCK SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK TO TRACK DISTANCE IS 2.375" JW2-375- 2.376" 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. SpucE LOCATI4" ON o 0 EXTERIOR R 2-TRACK SPLICE v •CS•ANCHORLOCATKINS (USE WHERE 'CV IS SPECIFIED) 3-TRACKSPLOE •CS' ANCHORLOCATIONS (USE WHERE'CV IS SPECIFIED) FIGURES PERTAW TO THE FOLLONWND SPLICED SILL ANCHOR LDCATONS: PRODUCT RENEWED as complying with tho Florida Building Coda NOA-No. 15-1210.01 Expiration Data 04/14/2021 �3.22" ,LYNryh/lee��i�� 4TRACKSPLICE `+: 4J,CENSLc''•.Fi� 'CS• ANCHOR LOCATIONS (USE WHERE W IS SPECMEO) 54 ' No. 50705 ••' '�� %SS10NAI;I�� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 X LYNN MILLER. P.E SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS F SGD-5570FIFNTS 16 OF 21 J ROSOWSKI MD•6670.0 PANEL'S RIGHT STILE TYPE PANEL TYPES 91NOLE INTERLOCK BINDLE INTERLOCK FIXED STILE LACKSTIIE WI HANDLE ASTRAGAL BOX OUT ASTRAGAL BOXIN OUTSIDE eo gSTRAOAL RECEVER INSIDE90' ASTRAGAL RECEVER OUTSIDE 135' ASTMGAL INSIDE13V ASTRAGAL INTERIOR OR OUT IN RECEIVER RECEIVER EXTERIOR GLAZED >�oE INTERLOCK E F PP K L L TC TA TV TW SINGLE INTERLOCK 8 H P A C C SC SA SV SW W IN L90XOIIr) fB xm FIXED RR R S S FC FD FV FW LaoxauD Roxw) W LOCKSRLE D M J J -1 W/HANDLE Noxouq (Dar" Cn ASTRAGAL BOXDLIT % R L T I ( J L ASTRAGAL T U W J BOX IN ° go - STMGAL CT CS CF Lu Z RECEIVER ECEVER ASTRAGAL AT AS DF Q (L . RECEIVER T• ASTRAGAL VT VS VF ' RECEIVER I ASTRAGAL WT WSJ WF RECEIVER LEFT RIGHT PANEL PANEL STILE STILE PANELTYPE "F'SHOWN. PANEL NOTESt 1) SEE DP/ANCHOR TABLES i & 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 1S 80". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 SCREEN PANEL TYPES DOUBLE � �r�+� ASTRAGAL INTERLOCK-�--�`�`�-E MLOCKSTILE INTEERLOOCK JLOCKSTILE A87RACIAL SDSINGLE t q DOUBLE INTERLOCK INTERLOCK ADOUBLE INTERLOCKLOCKSTILE U ASTRAGAL r+f LOCKSTILE DOUBLE SINGLE " DS INTERLOCK INTERLOCK VINYL SLIDING GLASS DOOR NOA (LM) PANELTYPES 800-5570 1NTS 11117 OF 21 JROSOWSKI MD-5570.0 PRODUCT RENEWED an comp Ing with the Florida Building a a NOA-No. 151210.01 Expiration Date0411412021 ay Mlaml- � Prodaet Coetral �ILILrj 4 LYNN r�4 k' No.50705 iL _ �, it �•—• S , , 0 110NA1. 1' N 1111„"N A. LYNN MILLER, PE 291 .001 782 4 , I+-.550 301 f p 4928+- 9 TRACK INTERLOCK CAP. Iq O © EXTENDED POCKET 5.178 231 .060 ---j 2-060 .100 �+ r - 8.250 -r j 8.250. -� 1.813 080 3 G1LeJ�� 1 13� © DA .100 d G� O COVER CK P•HOOK ADAPTOR 18 P•HOOK Q 3 TRACK HEAD/JAMB ®3 TRACK SILL 229 094 640 2B7 .081 Erit4 10.625 64D 3.000 -v rrr .0766876 ►( 62 .600 ' + {�- 2.807 -�� 8 100 -f ► --.D8z 1.881 -`•Il` •082 A00 3 d --J 19 EXTENDED Q KEEPER REINFORCEMENT Q BEAR REINFORCEMENT @ FIXED PANEL CLIP �� - �KEEf ER BARCOVER O5 4TRACK HEAD/JAMB Q2 TRACK SILL 1.570 1.625 1.895 r 1.695 r 309 .- 2.698 5}-� 3A83 .126 } r O70 I 076 -16 2.833 2.368 2.768 .400 e 2 788 T .312 2 210 •090 1 .300 I 2.026 I 110 F+ 41''-"'188 �I�-2.710 I� .182 .120 1+.182 120 2.29i 100 POCKET ® TOPD BG�TOM 28 ANDSTOECM �R INFORCEMENT REINFORCEMENT,REINFORCEMENT INTER OCKA � ER �ADAPTERK 6.875 -►I 10.636 640 126 rff:ifl � ED .100 600 930 Ll 1.812 Lji4a�� 81 082 10 2 TRACK HEADfJAMB Q 4 TRACK SILL 0 COVER (PV )W ®ANCHOR PLATE 1.000 949 262 A82 1 A35 BOTTOM RAIL 11 SUPPORT FRAME SILL ADD ON 125 F2`141-jj .329vJ REINFORCEMENT ® PLATE I+ 2.838 -1 2.FrF-099 .100 ® INTERIOR JAMB COVER 3©ASTRAGALADD-ON 33rwvc�ou�a,wr O AND BOTTOM RAIL AN S , REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT 3 326 3.346 3.452 1,472 .919 125 3'�0 OBO 3.713 .09D 126 -;14.- ,229 3,345 I ,080 2.1T6 046 1.500 3247 ,095 L-,819 .070' .300 1.170 90' CORNER ASTRAGAL @136* CORNER PASSIVEOUNT oASTRAGALCAP, �ASTRAA CAP, @ASTRAALR 40 ASTRAGAL CAP, ® go, CORNER ASTRAGAL CAP, EXTERIOR INTERIOR EXTERIOR INTERIOR �.912 .912 .210 r-• .065 ji.261 252 -► I 1,261 173 r f Ig1..J2-61 1.261 •082 1.281 711 1-31191 SOUAREBE D 81 BEVELED BEAD ®BEVE�D BEAD ® OGEEB AD OGEE D 7nTi jo CERT. OF AWH. tJ2B288 1070 TECHNOLOGY DRIVE N. VENICE, FL $4275 (9411-480-1600 NOTES: 1) SEE SHEET 4 FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NOA (LM) 1 10 00111, EXTRUSIONS I& J ROSOWSKI NTS III 18 OF 21 19 f I MD-5570.0 PRODUCT RENEWED as eomplying with the Florida Bullding Code Noll -No. 16.1210.01 EKpira9on Date04/1412021 iLYNN /M/(�///i�i ��outsF ••F'A No.58705 -�3 gj �C 11. LYNN MILLE& P.E. N�l 1) INSTALL 2) INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD CLIP INTO INTO FRAME ATTACHMENT ASSEMBLY (4) ANCHORPANELHEADER TYPE AS USED STILE ° SUBSTRATE, SEE INSTALL ONE BLOCK AT BLOCK IN INSTALLATION, TABLE 1 EACH INTERLOCK. TABLE A. SHEET 1 AT ASTRAGAL, INSTALL ea (3) #10 X ° ONE BLOCK THAT 1) SPANS BOTH PANELS. FIXED AN CLIP �_ \ FIXED INSTALL ONE CLIP AT THE sa e5 (2)114' PANEL MIDSPAN OF EACH FIXED X 2.1/4' SMS CLIP PANEL -TO -FRAME JAMB LOCATION. #e X 1" 1 SMS / \ (4)#10� jlNF�AR X 2' SMS s S KI 1 � JAMBTO TjSILL ASSEMBLY /� LOCKING JAMB 'REINFORCEMENT PLATE ATTACH WITH #8 X 1-114" 0 94-1 M" MAX O.C. IIN 1 VI"" 1\G I! lIYL.1\ CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK 4-PANEL, 2 TRACK OXXX SHOWN ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS -*'1 I 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 08, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. VINYL SLIDING GLASS DOOR NOA (LM) $ 1010511E ACCESSORIES INSTALLATION &4 J ROSOWSKI CERT. OF AUTH.17222B6 1070 TECHNOLOGY DRIVE m �� N. VENICE, FL 34276 lnA41_Aan-iAV1 IIISGD-557'01.11 NTS 11119 OF 21 1£ MD-5570.0 X KEEPER TO JAMB ATTACHMENT PRODUCTRENEWED as co plClodowlth the Floddn NOA-No. Cod 16.1210.01 Expiration Dsto 0411412021 ILYNN e?° �aceNsF'' ��s+ Nn. G870/I5 lij off''• S .FtoRlo� .:�`�`�. J aI.YNN LLER, P.E. P.E.!50705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: . o°�R e o0 .. ❑O 120 121 33 123 132 128 103 100 8 01 Q 1 o 102 110 Lr ttf 108 11E 130 HORIZONTAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE ,te " 32 131 33 102 tit t"�`Io � p❑ ,z, 100 �t�3 0 6 ❑0 t,t 1n ���,� 1 ,to o� 1tB 1" l J l J HORIZONTAL SECTION EXAMPLE too 41 120 104 HORIZONTAL SECTION 117 102 1.0B1 r-- �1.081 EXAMPLE .7 1.202 � 1.778 1.778 ;93 5 .876 r.— 875 1,020 �-- Ob0 — 050 .046 �g j T 1 1� FRAME SCREEN1� SIDESCREEN SCREEN RAIL, 1� ASTRAGAL O 1.993 1.893 1.81174 RAIL LATCH ADAPTER 082 If.082 L 082 PRODUCTRENEWED as comp�yihp with the Florida id BOX SCREEN BOX SCREEN OBOXSCREEN 1.435 NDA- a. a 0 100 TOP RAIL 10180TTOM RAIL toz SIDE RAIL �►' � —.726 Noa-No. 15-121 021 txt .765 .782 Expiration aab04/14l2027 0—.040 aY14 it30 1t4 1.020 r-- .082 Miamt-Oede duct Control ff.0-11.373 r— 128,2DSCREEN VINYL OSCREENILL tot v^ - 083 ,2s ASTRAGAL tx4a 66 1.83 2 4 e ADAPTER ADD -ON yy 124 107 � .062 —� Imo— •372 L p . Q® 103 BOX SCREEN ,a SCREEN toe BOX SCREEN e� INTERLOCK SNAP -ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION NOTES: `�`ONi ILYNry q�/� EXAMPLE EXAMPLE �t� 1.908 1) ALL DIMENSIONS IN INCHES. 1�CFNsg'•.• 50 01'343 1 4BT I+— 1.510 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 = Y�! No. 50705 1,'� =_ 060 SCREEN DETAILS J ROSOWSKI : C( IS� �' BOX SCREEN ,ot OX SCREEN 10e BOX SCREEN HEAD ® < <g ; Q '•. si Te r w� tppASfRAGAL OSILLADD-ON OANDJAMBADDAN CER7.oFAUTH.,1299s �C �c�S,SFZORID%.•�C�`;��� C` ' • "Al ADAPTER m �' /OP1A1. 1070 TECHNOLOGY DRIVE '1'� N. VENICE, FL 34275 a I.1YNi�tI1LLER, P.E. (941)-480-1600 SGD-5570 � NTS 20 OF 21 s4 MD-5570.0 REA6870s TABLE C_ # Part# Description Materiel 1 19001 2-Track HeadfJemb Rigid PVC 2 19002 2-Track Sill algid PVC 3 1DD25 3-MackHeadfJamb Rigid PVC 4 10028 3-Track SIII Rigid PVC 6 19027 4-7tack HeedrJamb RWd PVC 8 19028 4-Track SIR rigid PVC 7 IWN Frame Screw Cotter Rlgld PVC B 1OD31 jAnchor Plate 6083-TBAIum, B 18007 'lack Insed 6083•18AIum. 10 IN84 Interlock Cap - Extended Pocket Rigid PVC 11 10M Bottom Rail Support 6083-T8AIum. 12 1tiM Cuter Sill Corer 6D(13•TBAIum. 13 19011 Sig Track Cover RISId PVC 1T lW32 P-HoohAdapter 60nTBAtum 18 19020 P-Hoak wexT6Atum. 19 19047M Extended Keeper W83.18AIum 20 19D29M Keeper W83-78Alran. 21 19014 Reinforcement Bar Cover %w PVC 22 19030 Reinforcement Bar 6005.75A1um. 23 1OD37M Fixed Panel Gip 8083-TBAIum. 24 19035M Reinforcement Plate 6063:18Alun. 26 10017M Top Roil, Bottom Rail and LockaUle Reinforcement 6006:M Alum. 28 19046 Composite 27 19016M Interlock .300 Reinfxcement, Sid. 600646Alum. 28 19013M Interlock .400 Reinforcement, HD 6006-IB Alum 29 19019M Astragal Reinforcement 60D6•T6Alum. 30 19083 Extended Pocket Interlock Adaptor SX34SAlum. 31 1N008 Interlock Adaptor rigid PVC 32 INN AetmgelAddon PJgld PVC 33 19004 Penal Stile, TopfBoltan Rail RJgld PVC 34 1OD40 Interior JambCovsr 5083-MAlum. 35 19078 1S5" Caner Astragal 601)MliAlum 38 19077 1351 Conar Astragal Passive Mount 6083•T6AIum. 37 19079 136'CcmerAalragalCap -Ext. 19080 135' Comer Astragal Ca - Int. 39 19078 90'ComerAotregal aPJ9IdPVG38 4O 19081 90" OomerAehagal Cap- Ext, 41 19082 BO• Comer Aslre al Ce - Int. # Part# Description Material 42 19086 Sig Raw- (Z-112`) 608370 Alum. 43 19022A Bill Riser- (3.112') 6063•TU Aium 44 1O023A Bill Riser -(4.1116') 8083.78Alum. 45 19024A SIII Riser- 4.6/8' W63.1118Alum 60 716B09W .18P' x .32(' Fiassal (Stile) 61 71USK 1.1/2" x 1" x 314"Flo Seal Dust Plug 62 71696 Dust Plug 60 419041 Interlock Gip Cavan PVC 81 7B16sX Tandem RollerAeeembly S8 62 78163N Tandem Roger Aseembly Nylon 63 70Kr6FP7X #S x 3f4" Ph. FH SMS 6 Roller & Relnt SS 64 419042 Frame Header Block Nylon 65 48062 Roller Adj Hole Plug PVC 44386 4 Hole Bumper Stop 78X114FPTX #8 x 1-1/4" Ph. FH SMS @Bumper Stop 7161t8G SRI Plug 78186X Gemini Mortise Lock wAong Trim plate aceltzaa 71032X1FPFX 1032 x 1' Ph.FH MS @ Lock vertae Hendle Kit 19054 IntedockRetainerClI 183 Kommerling 4SG TPS Spacer System Quanex Super Spacer nXrwfth Hot Melt Butyl Sae 6heet Quanex Dureaeai 10ror Materials Cardinal )L Edge Spacer Dow Co Ing 995 or GE-7700 Backlxxld;ng Sincone 11r090 7116" Square Bead Rigid PVC 7116" Bawled Bead Rigid PVC 19044 1-1118" Beveled Bead Rigid PVC 19046 1.1116' 0gee Bead Rigid PVC 84 19016 1-3r1S' Ogee Bead Rigid PVC 85 71726K SalUng Block 1/2" x4" x 1116', 86+/• 6 duro. Neoprene 68 71728K Setting Block 1" x 4" x 1/18", 85+/. 6 tluro. Neoprene g0 781PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 91 7OX114PHPT410X #5 x 1.1/4" Ph. PH SMS W Relnt Bar SS 92 710X1PHPT18•BX #10 x 1" Ph. PH SMS Q Roll Supped SS 03 710X116PPX #10 x 1-112' Ph. PH SMS (M FXd. PnL Gip SS 04 710)C2bPHPT18.8X NiO x 2-lfr Ph. PH SMS @ Relnt. PhddAaL 88 05 71420X2.25FPFX #12 x 2.1/4" Ph. PH SMS @ Hdr. Block SS 98 710X1.76PPX IMO x 1-3f V Ph. FH SMS @ Keeper SS 97 1 710)34PPX 1#10 x NO Ph. PH SMS Q ExL PkI. Int. SS NOTES: 1) ITEMS #14.16, 46.49, 63.59, 73, 74 & 87-89, S8 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. IN CERT.OF AUTH, 92020 1070 TECHNOLOGY DRI N. VENICE, FL 34276 TARI_F ❑- ROX SCRFFN Pait# Description Materiel 12256 Box Screen Top Roll 5083 75 A/ 12257 Box Screen Bottom Ran 608376 AI r 12268 Box Screen Side tan 608376 AI 84428 Box9creanIntedock 6089T8Ai 17347A Box Screen Snapon Bug Flap a=TO At 64345 Box Screen OXD Astragal Adopter 6083 T6 Al 108 1734D Box Screen AskagalAdapter 606375At 107 19M Box Screen Frame SI3 Addax 6083 TB AI IN IBM Box ScresnHw&JembAdd-on 608376At 109 720X1X #14-2D x 1" MS @ T Roll SS 110 720X112X #14 2D x 1.112' MS ® Bottom Rall SS 111 717M War .270" x .160' - Fln Soo] 112 616D5K Wslp, .18T'x .SW' Q Bug Flap 113 78RAZ Standard Reiter Ion_ 114 7SRAX HD Ro lef SS 115 wries Screen Locking Hardware Steel 118 419053 Screen Keeper Steal 117 76XIPPA #6 x 1" Ph. PH SMS Steel 118 1ScrsenSpline-.160"&.189' vinyl 119 161602D IScreoll Cloth Fiberglass TAR[ F R STANDARD SCRFFN # Part Description Material 120 12033 Screen Frame Rall 6063 T5 Al 121 12D26A Screen Frame -Side Rail (Latch) 6063 75 AI 122 17363 Screen OXO Astragal Adapter 608378AI 123 4853K Screen Vinyl Astre9al Adapter rigid PVC 124 19012D Freme Sin Screen Add -on 6083 T6 At US 6FP95K Bun Flap. S5+1-6duro. Vinyl 126 78X112PSATS #8 x 1-10 Ph. PH SMS (Assembly) 83 127 712027 Comer Key Wheal Assembly (Standard) Pylon 128 7120278B Comer Key Wheel Assembly (HD) SS IN varies Screen Looking Hardware Steel 130 710X34PPSDAX #10 x 3W Ph. PH 8MS C Screen Aat. SS 131 78X12PPSMSX #8 x 1l2' Ph. PH SMS @ DcorAst. SS 132 1692/314 Screan Solna -A4W Vinyl 133 181SC20 Semen Qolh Fiberglass VINYL SLIDING GLASS DOOR NOA (LM) III 10/06/16 PARTS LIST 11d J ROSOWSKI NTS IJI 21 OF21 IUI MD-5570.0 PRODUCT RENEWED . as comp In with the Florida BulMln0 odor NOA-No. 15-1210.01 Expiratlon D_y04/14/2021 %0, -j ILYNN rrrrrri' �O.........4f/(7� ice: �1; • '�tcerasc'' .. P -�� STATE F 1100, A. LYNN MILLER, PX RE.a 68705