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HomeMy WebLinkAboutProduct Approval (4) i • t i �� RECEIVED • MIAMI-DADE DEC 0 5 201$ o ST. Lucie County, Fermittip MIAMI-DAADE COUNTY DUCT CONTROL SECTION II805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786) I5-2590 F(786)315.2599 Q C TANCE 1'�TGA `wsvw.miamidaae.2ov/ecoaomy C I ind4WS&D44rs t $ 10100 N.W.251 Street s �� � a Miami,FL 33172 . This NOA is being issued under the applicable rules and regulations goyertiing,the use.of construction materials.The documentation submitted has been reviewed and accepted by Miami-Daa_de County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AW). This NOA shall not be valid alter the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AH3•(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AW 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. e °t76S0"VIII Z SIidin Glass Door einforced)-L. APPROVAL DOCUMENT: Drawing No.MD-7650.0,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 Anthony L.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. SIZE IMPACT RATING: Large and Small Missile Impact esus an 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 jab site at the request of the Building Official. This NOA revises NOA##15-1210.03 and consists of this page 1,and evidence pages E-1,E-2,E-3 &E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. QM1AMM1WAMDEC0=UNTY NOA No.17-0420.08 f/ Expiration Date: April 14,2021 Approval Date: September 28,2017 Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-010 7.04) 2. Drawing No.NM-7650.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets I through 21 of 21,prepared by manufacturer, dated 10105115,with revision A dated 04/05/17,signed and sealed by Anthony L. 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) (Submitted under NOA No. 15-1210.01) 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) (Submitted under NOA No. 15-1210.01) 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) (Submitted under NOA No. 15-1210.01) 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 Jorge M.Plasencia,P.E. Pil(o/duct Control Unit Supervisor NOA No.17-0420.08 Expiration Date: April 14,2021 Approval Date: September 28,2017 CGI Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 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) (Submitted under NOA No. 15-1210.01) 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 11106115, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 12/04/15 and 02/11/16) (Submitted under NOA No. 15-1210.01) 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 8652,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) (Submitted under NOA No. 15-1210.01) 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) Jorge M.Plasencia,P.E. Zoduct Control Unit Supervisor NOA No.17-0420.08 Expiration Date: April 14,2021 Approval Date: September 28,2017 CGI Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT,dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L.Miller,P.E. (Submitted under NOA No. 15-1210.03) 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. 16-071i.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 under NOA No. 11-0107.09) 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® , Ultradear,Clear and Color PVB Interlayers", expiring on 07/08/19. j { I 1 g 3 Jorge M.Plasencia,P.P. oduct Control Unit Supervisor i NOA No. 17-0420.08 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-3 s CGI Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5"Edition(2014) and FBC-6'Edition (2017), dated 08/10/17, issued by manufacturer,signed and sealed by Anthony 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. RER Test Proposal No. 17-0387, dated 05/05/17,signed by Ishaq Chanda,P.E. 4. Private labeling agreement document in conformance of RER guideline dated 02/15/16. (Submitted under NOA No. 15-0409.06) 5. Letter of laboratory compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-1210.03,.issued to CGI Windows and Doors,for their Series "7600"Vinyl Sliding Glass Door(Reinforced)--LM.I.", approved on 03/03/16 and expiring on 04/14/21. forge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0420.08 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 SERIES 7650 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A. IMPACT RATING G.. I Anb.t Substrate Fram.rftrnb�, W..Edge Kiln. RATED FOR LARGE&SMALL INCLUDING POCKETS & 900/1350 CORNERS Disunce fa bednient MISSILE IMPACT RESISTANCE GENERAL NOTES: wis, 1-3/6* 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. N�_ )3.T5. "h-k 8/16'- 1-318' DESIGN PRESSURE RATING ,�'�5056 F 2)DESIGN PRESSURES: #12,steel SMS(G5)of . 6 FiaejSRIfwrtb SEE TABLES 1,2&B1,B2 410 S S SMS A1251 mm fitekhess) F-h..k w V81 A,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. wn.Ii-throd1fin) (0, St-1,AW f4Q*d1S911jrnb 0.060' ON SHEETS 7 A 8 S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E11300. A 06W min.thckneas) P4..k aw 0.06D" St"I Stud.. G,33* PAod/SRVJ—b w 0,071-(14 Ga.) C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. (o 071"mIn.ftknese) P-hook I WIl" 0.071'(14 r..l 3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, P.T_S.W..Pine Jarmb 1. . I-wal INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 110 Eke Ult—on ISG-0.65) Ph..k 1. 1-31W SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). IAr El.410SZft ,CFiax P.T.southern Mae liendisolli-6 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE (&3-0.55) P4=k 8 #12,steel Wood s�jCG5) P.T.Southern Pine Nw.dfSdIfjrr* 91IF--—1w 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. (SO.0.55) P-hook I'll. I-W 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NORS,ENERGI FENESTRATION Concrete P-h.k 1. 13181 (rner.2.65 kel) 1-3/8, SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES IT 0.0 Uft_n Ungrouted CMU, Jamb 1-1/4' (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA (ASTM Cn 1-4—k 1 1, I.1w REFERENCES(TEST REPORTS):FrL-6337,6338,8646-8649,8652&8717;EXOVA-1 O-CO2-792(A)&10-006-10231; Ung.Uted CMU. Jamb l-V4* 1 1-1/4' CAMBRIDGE 535753-09; 1/4'Et.410S.S.CarfoFbx VIM c790 P-book 1.314' 1 1-1/4* GENERAL NOTES_.._.......1 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING C .Concrete lioadISITUarrib 1.3116. 1 1-11. EXAMPLE CONFIGS..........2 THE HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI (min.3.35 ksl) P4.k 1. 1 I314* FAS&StufJbft 1. 11 13r9•ar, INSTALL DETAILS..............3-6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA (Z20;te112* ,l) F;-_h_�k I-tir I I3/8. DP/ANCHOR TABLES........7-8 BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). we St..I"S.S. w4muted CMU, Jarnb r I I-W EXAMPLE....._..................._9 Aggre-Gallor (ASTM I P-hmk 21 1-1/4' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P"r.Sutne.pine I-leadISMlernt, 1. I-W GLAZING DETAILS -GLAZING,HOWEVER INTERIOR-GLAZING MAYBE SUBSTITUTED. _—T-h—ock iw 1.319' ANCHOR LOCATIONS.......11-16 9)DRAWINGS DEPICT EXTERIOR DETAILS............10 10)THE 7650 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 7600 SERIES. C..v HoadISM&MI, 2-112* 11w, PANELTYPES...................17 ANCHOR NOTES: Iw B..ua,.= (rnip.2.j:`Ik.Q P-l"x* 24fr 1418, EXTRUSIONS.....................1$ COUNTY,1)FOR CONCRETE(CMU SUBSTRATE APPLICATIONS IN MIAMI-DADS COU UnG.Utod CMU. Jamb 2-lir 1-1141 .USE ONLY MIAMI-DADE COUNTY (ASIM C40) ---FF4=—k ACCESSORIES..................19 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 2.11r Concrete FWad/SHVJrnb 2-1/Z 1,V4SCREEN DETAILS.............20 REQUIREMENTS. #*.3.36 ksi) P4=k 2-1/7 1318• PARTS LIST... ...............21 .2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 11V Ow 410 S�S�CrotaFlex Ungmuted cmu. 1 Im- PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2'THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL I (ASTM C-90) _- IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO 2135.101 dol'.gp MC2.with the Florida GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA NOA-No. 17-0420.08 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. &TO BE REVIEWED BY THE BUILDING OFFICIAL. Expiration Date 04/14/2021 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. By BY THE AUTHORITY HAVING JURISDICTION. MMamr de Product Control 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 Material Mm,Fy Min,F, 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 SUBSTRATE, Steel screw 92 kal M kst OR AS APPROVED By THE AUTHORITY HAVING JURISDICTION. CODES/STANDARDS USED: 410 Screw 90 ksl 110 ksl 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco Aggre-GatorO 57 kal 96 kst 2014 FLORIDA BUILDING CODE(FBC).M EDITION Elco UltraCon(D 155 ksl 177 ksl INSTRUCTIONS: ASTM E1300-09 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 410 SS Elco CreteFlexG 127.4 ksf 189.7 ks! ANCHOR REQUIREMENTS FOR THE ALLUINUM DESIGN MANUAL ADM 2015 606345 Aluminum 16 ksl 0—al— SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2,DEPENDING ON THE AISI SIOD-12 A36 Sted 36 ksI GLASS/REINFORCEMENT. AISC36D-10 F_ Gr.33 Steel Stud 33_kSI I ....... 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 ,jah Impact Resistant VINYL SLIDING GLASS DOOR NOA(LM) JAI ims/15 z AND/OR HEIGHT. III . Na.Sa705 Windows&Doors 3)CHOOSE WHICH ANCHOR GROUP(A -D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES J ROSOWSKI SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE 10100N.W.zftsumat DISTANCE. MW9 FL 33172 VINYL MFG.rep J MCI I—W&Mewz UPDATED TO FBC 2017, - 4)FROM THE DESIGN PRESSURE TABLES(TABLES I OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN 14 04/05/17 PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. PRERAFIED Mr-.AL LYWAfV_M PA S)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. 10MIFECHMPLOGYMMS At VIFNIC&FL 3am 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET S. (V41)45MfiW SGD-7650 NTS LyNqbI ER.P.E. CSFIr.OFAUTH.A2AM 1 OF MD-7650.0 1111 A P.E#58705 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NO .PANEL WIDTH I NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 RTABLES 1&2 PER TABLES 1&2 -lo MAX UNIT MAX.UNIT a / MAX.UNIT ' / / I MAX.UNIT s e 9 HEIGHT s HEIGHT HEIGHT / / e I^ HEIGHT PER I� PER TABLES 1&2 PER TABLES 1&2 / / z P TABLES 1&2 / / / I TABLES 1&2 / / / //—/1ro� SIN ,IN I / L—— J J—_ _"r-1 J 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS ' MAX.UNIT WIDTH MAX.UNIT WIDTH MAX UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH a PER TABLES 1&2 ' PER TABLES 1&2 ' PER TABLES 1&2 1 o I MAX.UNIT 6 ' 13 ' a In HEIGHT MAX.UNIT I� MAX.UNIT s / e PER It HEIGHT Ip HEIGHT IE TABLESI&2 / o ZTM / L2�k PER TABLES 1&2 / / / / / PER TABLES 1&2 / / / / / / I nc�IN L J J CORNER,TYP. 5-PANEL CONFIGURATIONS 6-PANELCONFIGURATIONS o 0Ur=EroRNWW0WK(N81DEWMIAb1M PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH as sn complying Codwith the Florida NOM.PANEL WIDTH NOM.PANEL WIDTH a NOA-No. 17.0420.08 PER TABLES 1&2 ' PER TABES 1&2 —I Explraten Date 04/14/2021 a I By 3 I o Miami-0 a Product Control MAX.UNIT 3 3 9 9 3 8 IY MAX UNIT / bHEIGHTHEIGHT ] 9 3 3 9 In PER TABLES 1&2 /, /s / / /s /s / �= PER TABLES 1&2 / J 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 'O"=INOPERABLE PANEL NOM. IANEL WIDTH=PANELIWIDTH+113116" ��`%'I, Y LY/V/V , 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB O' CEN ........... LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "P"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1H 6" ��• u •;� PANEL HEIGHT=DOOR HEIGHT-2-112" POCKET CONFIGURATION CAN BE OXXXP. Q � Impact Resistant =*: No.Sa�os ® 2)90°&135"CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHTWindows&Doors VINYL SLIDING GLASS DOOR NOA(LM) 10!05/15 CONFIGURATIONS. _ �! wEneamoxsrn� EXAMPLE CONFIGURATIONSm J ROSOWSKI =�i pjj—;� 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND 19100MW.25thsbeef O !4;z- REVIEWED BY THE AUTHORITY HAVING JURISDICTION_ Ter:2 5n6&B890 F 0_5936592 NO CHANGES THIS SHEET. pa 04/05/17 ;F`S,'•F�oRio?.•'G��� F-DETAIL LETTER i S ....... AL 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2 ® FRFPAR07ECHN OGYDRIER PE �" '�i�1�N111101 f07UTECHNpLOGYORNE z M VENICE ft 312)5 5 MAX.ALLOWABLE FRAME SQUARE FOOTAGE 472.656 FTI SHEET NUMBER ryaf)4aolsoo SGD-7650 sry NTS �20IF21 gi' MD-7650.0 ag A a LYp.EN587 s P.E.NN MILLER. CERT.OFAUTH.M296 m a3 DETAIL Al DETAIL 61METALTYP.,SEE ANCHOR THRU 1X WOOD ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 INTO MASONRY FACING FJCT. INTERLOCK IMO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH • REQUIRED IF t)DOR —{ 1/4"MAX. HEIGHTISOVER95• 19 TYP.ANCHORTYPE, 94 MAX28'O.C, s1 e� EDGE EMSEDMENTAND ^{`, zlasr.OWN to oR zlb EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE 'a'.- �o Q 50 71 e c TABLE A,SHEET 1& DAYLIGHT 10 INTERIOR NOTE 3,BELOW za OPENING y5 — TE OR O C� e o 33 WIDTH o Q o a • P p 31a OR 31b EMBEDMENT q 31b SHOWN �G ,.. 'j' \ d d d I (4)THRU KEEPER @ MAX o� EDGE 3,5.O.C.,SEE SHEET 19 !' '; Bo fiz DISTANCE DISTANCES• . 0 23 25 ^� EXTERIOR ,f�SEE NOTE 6, I / SEE NOTE 6, 94 I I 25 ` 6 V 27 "STHISSHEET 1/4��MAX. —� iX OR 2X WOOD THIS SHEEP I I SEE NOTE 6, 6 / 1X OR 2 RWOOD I THIS SHEET EMBEDMENT \ SEE NOTE 6,THIS SHEET 29 OR 3a 322 SHOWN #8 X 3/4"SMS REINFORCEMENT SCREW;7 PLATE AT � NOTE 3,SHEET 1 L EMBEDMENT AND ANCHOR ————— 63 PER STILE,LOCATED AT CENTERLINE AND 6", TYP,ANCHOR TYPE, HORIZONTAL SECTION XXX SHOWN 9"&12"FROM ENDS(FACTORY INSTALLED) EDGE DISTANCE PER ANCHOR DETAIL D2 DETAIL B2 SUBSTTABLE A,SHEET 1& LOCATION DETAIL C2 INrp MAspNRY ,, ASTRAGAL NOTE 3,BELOW DETAIL A2 INTERLOCK FACING INT. REQUIRED IF DOOR _ 2X WOOD BUCKSTRIP OR INT02X WOOD 22 HEIGHT IS OVER 96' EMBEDMENT —— FRAMING,SEE ANCHOR 19 DAYLIGHT 91 1/4'MAX. j r NOTE 3,SHEET 1 0 OPENING taOR21b eta SHOWN o EDGE INTERIOR I sReOampty ng wElth the Florida WIDTH 1 DISTANCE 323 OR 32b ullding Code 32bsHowN I I OA-No. 17.0420.08 TYP.ANCHOR TYPE, P SEE NOTE 6,THIS SHEET 7 I 1:1Dat. 04/14/2021 EMBEDMENTAND ze z7 2s zE I I EDGE DISTANCE PER �1 a s3 23 a TMP.ANCHOR TYPE, s EMBEDMENT AND SUBSTRATE,SEE 6 l� m mfLa roduct control TABLE A,SHEET 1& 31a OR31b p q o P EDGE DISTANCE I I NOTE 3,BELOW 31bsHowN PER SUBSTRATE, �e SEE TABLE A,SHEET EDGE 4)THRU KEEPER @ MAXd d 1&NOTE 3,BELOW I EXTERIOR DISTANCE �o 3.5.O.C.,SEE SHEET19 1{IZLlS>W 21.OR 21b 21b SHOWN L b ____J �.— 1J4• PANEL WIDTH CONCRETEICMUPER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CLIP& INTERIOR OR tt(t11.I tIttT7' ANCHORS,SEE EXTERIOR DIRECTION. ���tONY LYN,V�� NOTES DETAIL SHEET 19 ALL PARTS IDENTIC L. ��` S•' 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6, s ��;` F •!�. 2)REFER TO ANCHDR NOTES,SHEET 1. FORALL LOCKSTILFS, ® g ;*;' No.687(15 3)SEE SHEET 13 {LM) 10/05!15 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FD ED Impact Resistant $�VINYL SLIDING GLASS DOOR NOA 5 _ ANCHOR QUANTITIES,SEE TABLES 1&2 snLESAND Windows&Doors € _ 4)CONTINUOUS ANCHORPLATE,ITEM#S,ISREQUIREDATALL HORIZONTAL RAILS WERESTIIONGER^ INSTALLATION,HORIZONTALX-SECT.@m JROSOWSKI FRAME ANCHOR LOCATIONS, tolOsnr.w.zsesbea+ o %'O �% Isrl�'5}PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-0N. TeL3osss3sssa ra,ao£s�ressz m ADDED BEVELED PARTS. p8 04/05/17 '��`S,:�CORIpP..>G�` 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS O O PF�AREp g1*ALYNNM01ER P.E. '$ '��;70NAL t'E REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 10707ECHNDLOGYDRIV6 a tt THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICF,F1.3427s 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD CER oFavrti s2ss SGD-7650 NTS 3 OF 21 $ MD-7650.0 q A' LYNN MILLER P.E. p.E.^58705 i DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC ix 6ucKsrRIP SUBSTRATE,SEE TABLE A SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETEICMU EDGE FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE EDGE TABLE A,SHEET 1 REQUIREMENT EDGE 1&NOTE 3,THIS SHEET e a DISTANCE DISTANCE r EDGE DISTANCE EMBED' MENT EMBEDMENT EMBEDMENT EMBEDMENT 1/4"MAX. a 1/4"MAX. 114"MAX. TT 1/4"MAX. 6 1/4 MAX. 1X OR 2X WOOD n nn Q BUCKSTRIP,SEE Q u e / a 6 7TMYP. HOR7YPE,EMBEDMENT AND j4T=YP,MANCHOR TYPE,EMBEDMENT AND ANCHOR NOTE 3, TANCE PER SUBSTRATE,SEE TANCE PER SUBSTRATE,SEE / 63 T SHEET 1 NOTES TABLE A,SHEET I&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET / as 33 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. a / FOR 2)REFER TO ANCHOR NOTES,SHEET 1. / LOCKSTILES, 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION& 398-moi U F1 ED LsnLEES D SPACING,FORANCHOR QUANTITIES,SEE TABLES 1&2. 398 I D AND 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED .398---I HORIZONTAL AT ALL FRAME ANCHOR LOCATIONS. � 2 ANCHOR PLATE AT RAILS 5)SEE SHEET 20 FOR SCREEN DETAILS. 2.370 EVERY ANCHOR 6)SEE TABLES 1&2 FOR REINFORCEMENT 1.793 L L 3 464 4.041 LOCATION REQUIREMENTS.ALL REINFORCEMENTS ARE 2.887 DAYLIGHT z6 APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. OPENING PANEL REFER TO TEST REPORTS FOR EXACT DIMENSIONS. .068 .068 .068 HEIGHT FRAME SEE HEIGHT PRODUCT REVISED #8 X 314"SMS HEIGHT NOTE 6, as complying with the Florida REINFORCEMENT THIS SHEET DLO WIDTH=NOM.PANEL WIDTH-89116" O SILL RISER aSILL RISER O SILL RISER 9uliding Code SCREW;3 PER DLO HEIGHT=DOOR HEIGHT-11-1/'16" (3-1/2"TOTAL (4-1H6"TOTAL (4-5/8"TOTAL NoA-No. 17-0420.06 RAIL,LOCATED EXTERIOR PANEL HEIGHT=DOOR HEIGHT-2-1/2' SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) Expiration Date 04/1412021 AT CENTERLINE ze a AND 9"FROM 62 1 Miami- ada Product Controi ENDS(FACTORY p 6i o� � SILL RISER VARIES WffN .390 r � INSTALLED) REQUIRED POSITIVE DESIGN 390 I�- 25 0 2s I PRESSURE,SEE SHEETS 7&8. -{-�{ }�,390 2'947 LI I 2.370 1!4"MAX. 1.793 4.041 EXTERIOR tlI 0420 SHOWN 823 � � 2.887 3.464 GROUTAS a Ei B 42a a-45a,4gyg5 1.917 NEEDED,SEE ALSO APPLY ANCHOR NOTE 13 I I .060 .060 J 060 5,SHEET 1 2 iz 2-112"=TOTAL 060 tea+= 6 _ �7 6 SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER ��T` ....... IT Q o 9 1/4"MAX. P (� C EQ 42x(2-1/2"TOTAL O(3-112"TOTAL O(4-1/16"TOTAL 45a(45/8"TOTAL `�.�- , LYA/,y.� ' SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) Pte•. L10ENSE••C!_ y 'EMBED- EMBEDMENT EDGE * No.58705 MENT •- STANCE ®Impact Resistant A VINYL SLIDING GLASS DOOR NOA(LM) c 10/05!15 /� *= . - Windows&Doors -0. L TY P.ANCHOR TYPE, ]YP.ANCHORTYPE wetiESTRONGEN- 29INSTALLATION,VERTICALX-SECT. m JROSOWSKI EDGE i0ta0lvw.2s9 steer o o �O�'. STA EO DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND fNaml FLa11n 20 • EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE T tSOssssus90 FWSMSWX02 z 4: ADDED SQUARE RISERS. v 04/05/17 i�s RIOP. G�� yC20aNCRETUCMU PER SUBSTRATE, NOTE 3,SHEET I PER SUBSTRATE. pp AREDBY•ALMN&OLIE pg CHOR DETAIL F1 SEE TABLE A, DETAIL F2 SEE TABLE A, I=TECHNULOGYORWE a REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE FL 34275 _ INTO MASONRY INTO W000 1841)490.1600 SGD-7650$.NTS 4 OF 21 MD-7650.0 i 2 A A.LYNN E.ii 587 P•E. THIS SHEET THIS SHEET CERT.OFAUTH.W296 2 Pao ®o 4 7171 INTERIOR 19 (4)THRU KEEPER 35 2 �INTERIOR 25 4 O 26 fig 96 @MAX 3.6'O.C., . 25 6 37 95 MAX 18.5"O.C. ' INTERIOR 38 SEE SHEET 19 DETAIL H2 36 INTERIOR 19 l EXTERIOR 80' P B8(4)THRU KEEPER @ MAX OUTSIDE CORNER 3.6-O.C.•SEE SHEET 19 d 90' 69 a � � 0 � iNTERIOFi �❑ � 26 �I� 94 MAX 1&S.a.c. d as Q o 2526 EXTERIOREXTEfLCR O ' 7 Vn 41 IIILrgJI 135' O 90' 33 39 o DETAIL G1 DETAIL H1 MAX 9a ❑0 135' [S�O,D 90' 4a oLJ INSIDE CORNER OO INS[ CORNER 1MR— 41 EXTERIOR EXTERIOR �I (4)THRU KEEPER fi3 `r- MAX 3.5.O.C. 98 @ MAX 3.5.O.C., SEESHEET I9 O V 19 2 E=J o � PRODUCT REVISED as complying with the Florida Building Ccodde NOA-No. 17-0420.08 Expiration Date 04/14/2021 135' INTERIOR 9y Mlami-D a Product control 2 oar If NOTES q o IL'j 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR AN OO 26 0� QUANTITIES,SEE TABLES I&2. ``1111 If17�' 3)CORNER ASTRAGAL MAY 8E EITHER TO THE INTERIOR OR EXTERIOR `��` ONY LYNN 33 38 DEPENDING ON CONFIGURATION.35 d P ; MAX 18.5"O.C.96 NO.58705 19 69 Impact Resistant 4 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ; ®Windows&Doors (4)THRU 3.5.0. .,KEEPER @MAX 88 EXTERIOR CORNERASTRAGAL HORIZ.X-SECT. *� J ROSOWSKI 77 3.5'O.C.,SEE SHEET I9 DETAIL G2 b wN.W.26 Sboa lOf00MW.T0fh Street �O�•. STA f (V� 33172 135' TeF.305.599.65904 Fe=m5.593vm NO CHANGES THIS SHEET. a$ 04105/17 OUTSIDE CORNER PREPARED f3Y.•A LYNNMILLER,PE. 1070 TECHNALOGYDRIVfi ci M VENICE,FL 34775 ALYE- 05 P- E � 1, SGD-7850 NTS5OF21 E MD-7650.0 LYNN TABLE 1: Design Pressure(DP)and AnchorQuantfties Required, . (fir all approwd configurations on Sheet 2) Use this table tor. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. Glass Types 1,1A,3 or 3A 80^ �• 96• SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15/16"DLO Height 72-15!16'DLO Height 64-15116^DLO Heigh/ THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group• MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interlock Reinforcement#27 A B C I D A I B I C I D A I B C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +60/-60 psf +60/60 psf +60/-60 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19.118" 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 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24' DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 a Design Pressure +60/•60 psf +60/60 psf +6p/-60 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25718• Head/Sill C3+1 C3+N77 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30' DLO Jamb 5 56 5 5 5 5 5 5 5 Width P-hook 7 77 7 7 7 8 8 8 8 DeslgnPressure +60 +60/-60psf +60/-60psf 31-1l8" Head/Sill C3+1 C3+ C3+11 C3+1 C3+1 q+1 C3+1 C3+1 C3+1103+1 aD 36" DLO .iamb 5 55 5 5 5 5 5 5 5 m Width 5 P-hook 7 77 7 7 7 8 8 1 8 1 •8 ZDesign Pressure +60/-60psf +60/-60Psf +60/-60psf 37-116" Head/8111 C3+7 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 N3+ TC3+ LC3�+l C3+1 TABLE B1' •42^ DLO Jamb 5 5 5 5 5 5 5 5 5 Water-UmitedWidth FIG 1:P hook 7 7 7 7 7 7 7 7 B (+)Design Pressure OH LENGTH Design Pressure +60/-60 psf -60 psf +60/ f Nom Sill Max.(+)DP 431/8' Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 + C3+1 Sill Riser Height Allowed DOORASSEMBLIES 48^ DLO Nana 1-11N6' See Note Z INSTALLED WHERE THE Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5 L7 PRODUCT REVISED P-hook 7 7 7 7 7 7 7 7 8 8 8 8 42a 2-112' +38.7 f = OVERHANG(OH)LENGTH IS But complying with the Florida Ps = EQUAL TO OR GREATER THAN NOA-No. 17-0420.08 43a,43b 3.1127 460.0 psf O THE OVERHANG HEIGHT IS USED IN EXAMPLE ON SHEET 944a,4Z 7 1/16- +60.0 psf EXEMPTED FROM WATER expiration Date 04/14/2021 45a,45b 4 y8' +60.0 psf INFILTRATION RESISTANCE. BY MlamtF do Product Con rot DLO WIDTH=NOM.PANEL WIDTH-8-9116' DLO =PANELEIGHT HE GH7IDOOR HEHGH7 112 1!2• 1.�`��pNY LYN,y�''�,,� ��?''�10ENSFj�`'. TABLE NOTES: Impact Resistant * No. 58705 P VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/1.9 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 Windows&Doors AND TABLE B1 DETERMINES THE WATER LIMITED + DP. W RE6faeNGEA^ DP&ANCHOR QUANTITY TABLE � J ROSOWSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL toraa Mand. FL3nrsteet ;O�•. srA 0 'kr, RISER IS NOT REQUIRED_IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. TatjMW3 F-305. tsasz c ADDED BEVELED PARTS. 10104/05117 '��`s'•ctOR1DP..•'G���;� 3)SEE SILL RISER TYPES ON SHEET 4. PREPARW BY:At1NNMUM RE 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070TECNNOLOGYDRN5 �� r,rr NAL rt��� 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICF-FL 34276 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING CERr• (941,14410-16W fd p192se SGD-765D NTS 7 OF 21 z MD-7650,0 A A'L P.E.B OS P.E. BILE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this tab r. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass$7 s 2 or 4 w —96 108, 129' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforc nt#29 66-15116-DLO Height 72-15116-DLO Height— 84-IVI i-DLO—Height 96-15116"DLO Wight 108-15/161 DLO Height T14E MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE �� Lockstile ReInforceme Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Reinforcement -A 1 8 1 C Aj B I C -A I B I C I D A I B-T D CONSIDERED,SEE TABLE S2,THIS SHEET. 19.118* Design Frosawme +1001-100psf +1001-100psf +1001-100psf +60/-65 psf— +601-65psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+11,3 ANCHORS HeadlStll 'ItC3+1 1 G3+1 1 C3+1 C3+-l]-C-3-+-IFC-3+l C3+1 C5+1 CM3+1 C - +1 - C3+1 C3+1 C3+1 C3+1 C3+11 C3+1� 24-1 DLO C3+ CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Jamb 3 1+1 C3 I MIDSPANOFPANEL), 5 Width P-hoo 5 5 — 1 6 5 5 5 IF 5+1 6 1-6-+-] 6 6 6 1 6 1 6 1 6 TOTAL*OF ANCHORS THROUGH THE JAMB. k 7 1 N7 7 -77-1 7 1 7 7 8 8 8 a a-LE=g 10 1 10 1 10 1 10 THE#OF ANCHORS REQUIRED THROUGH THE P-400K, 125-1118' Design Pressure +100/ 100 +1001-100psf +1001-100psf +601-65psf +601-65psf PERPENDICULAR TO THE GLASS. 30* DLO HeadIsIll CS+1jC3+1jC3+1jC3�1 C6+1 C3+1 C3+1 G3+1 C5+1 C3+1jC5+1jC3+1 a, C5+M 03�11 I(M+_1 Width b 5 1 5 6 5 �A 1 5 [�S 5 5 P-1 7 1 7 7 7 7 -K7 1 7 1 7 —8 W,. C3 10 y01 10 1_10 =55+' Design Pressure +1001-100psf 100y'-100 psr +1001-100psf +601-SS Psf +601-65psf -�T C5+1 C3+11 C6+1 C"+1 C3+11 C5+1 C3+1 C5+i DLO HeadlSill C5+21 C3+1 I C5+11 C3--+l _C5+2 C3+1 I Ckj C3+1 C5+21 CS C3+1 FIG 1: OH LENGTH Width Jamb -"S 5 13 5 5 5 1 6 5 5 1 5 7 5 6 6 1 6 B- 6 6 6 E P-hook 7 7 7 7 7 7 e 8 8 1 9 +1001.100—= , a I- 9 9 9 9 10 10 10 IT DOOR ASSEMBLIES Design pressure psf +1001-100psf +100/400w +601-65psf +601-65psf INSTALLED WHERE THE 37-1/8' Head(Sill 05+2 CZI�1 �2 06+2 CS+2 C5+2 C3+1 C*+2'Gk+2jC5+2fC3+1 C�l 42 DLO C3+1 OVERHANG(OH)LENGTH IS Jamb 5 5 1!7 1 5 f2l�cf'-1 c3+1 C5t1jC5+1 C6+11 Width 5 5 7 5 5 5-f,a 1 5 6 1 6 6 1 6 6 6 1 7 6 EQUAL TO OR GREATER THAN E P-hook 7 7+M7 7 7 7 7 8 8 1 8, 8 9 il G THE OVERHANG HEIGHT IS 0 Design Pfessure +1001-100psr +601-65 9 10 10 1 10 10 EXEMPTED FROM WATER z 43-118" +1001-100psf +92/-Q2psf---,, +60/-65 jesf +601-65psf INFILTRATION RESISTANCE. 48' DLO HeadISHI CS+2lC5+2lC5+2lC3+2 C5+2105 2 C5+2 03+2 05+2[� C5+2 4rs+21 C3+1 I C5+2 I C3+11 C5+2 1 C3 Width Jamb -6 5 5 5 8 1 5 5 s 5 6,q 6 1 P-hook 7 7 7 1 7 9 9 1 'A 1 9 1 9 10 10 1 10 1 10 TABLE B2: PRODUCT REVISED Design Pressure +80/-eopsf +801-80psf +801.80psf +601'mpsf +54.11-5a7psf Wator-�Llml d th the Florida 418' B.=W'.ndN.W' 49 HeadlSill 05+2 C3+2 C5+2 C3+2 C5+2 C3+2lC5+2[C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 I C5+2 I C5+2195+2 (+)Design Pressure HCA-Mo. 17-0420.08 Se DLO Width Jam 5 5 6 1 5 5 1 5 1 7 1 6 5 6 6 a 6 1 6 1 8 1 6 Nom.Bill Max.(+)OP Fxplrati-n Date 0411412021 �5 P-1100K 7 1 7 7 1 7 7 1 7 1 7 1 7 8 1 �L — 9�' Sill Riser -- 8 1 a 1 8 9 9 9 9 0 10 10 10 Height Allowed gy Design Pressure +80/-Bopsf +601-Wpsf +80/-Bow +59.1/-64 None 1-11/16' See Note 2 M1amt Da Product eontrot Head/Sill c5+31 c5+21 c5+31 r-372 C5+3 C3+2 C6+3 + 42a 2-1/Z +38.7 psf ED 0 C3+2 C5+3 C5+21 C5+31 C3+21 C5+2 I C5+21 C6+21 C6+2 C6+2 CS+2 C11+2 DLO Jamb 5 1 5 1 6 5 5 5 17rT 6 6i 6 6 43a,43b 3-112" +60 0 1 P-hook 7 7 7 7 7 7 T a 8 ; a 1 9 10 44a 44b 4-1t16' +aoi f 9 1 a I a 10 10 10 10 +1-100.0 PSF FOR ANCHOR GROUPS B,C&D. +1R00.opSf DLO WIDTH=NOM.PANEL WIDTH-B-9/16" DLO HEIGHT=DOOR HEIGHT-11-1116' 1 lilt PANEL HEIGHT=DOOR HEIGHT-2-1/2" TABLE NOTES: AJ&'\Impact Resistant A VINYL SLIDING GLASS DOOR NOA(LM) 10105115 No. 7o 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED.THE LESSER VALUES OF EITHER TABLE 2 Windows&Doors AND TABLE 82 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE J ROSOWSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL RISER IS NOT REQUIRED.IF SO,+DPS SHOWN IN TABLE 2 MAY BE USED. MWI,%F4 33172 '7 S 3)SEE SILL RISER TYPES ON SHEET 4. rotmsw-asgo F=3xs9sx5w tic ADDED BEVELED PARTS. 1i8104105/17 - FREPAMD BY.A-LYMMUER,PA 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS, f��q 1070 TECHNOLOGYDR5115 5)REFER TO ANCHOR NOTES,SHEET 1. lilti"t 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING cERT 1J dye SGD-7650jjNTS I'j 8OF21 �.LMD-7650.0 LfJA, A. N MILLF11,PZ P.F-#68705 WMPLE 3. 3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMS REQUI H D SPLICE INTERIOR COV7FRLINE CENTERLINE SEE FIGURE BELOW FOR AUDMONAL LAMINATED,1"LAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, 1. OF INTERLOCK OFINTERLOCK ANC CENTERLI've CENTERLINE CENTERLYiE MAX. OFFANFU I OF PANEL 2 INTERIOR LINT POCKET,48"X 84-NOM.PANELS, 0 INTERIOR POCKETS ANCHOR INFORMATION. PROJECT DESIG��ESSURE REQUIRED:+48.21-58.6 PSF . r r—OF PANEL 3 POCKET BY OTHERSSEC F;R NOTE 6, SHEET 6 "• '+2'ANCHORAGE, —/ * a, G"MAX. ANCHORAjEE "+2ANCHO lE�/ MAX. SHEET I -C•CLUSTER -=CLUSTER, SH '3 SHEET12 SHEET17 END ANCHORAGE EXTERIOR SEEPOCKETJANIB (MIN.I ANCHOR) SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEET 6 TO AID IN BE ADDED IN-FIELD AS NEEDED TO PXXX(3-TRACK) ALIGNMENT ALIGN THE HEAD OR SILL IF A 101 PLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR rCENTERLINE j CENTIERLINE SEE FIGURE BELOW FOR ADDITIONAL �— OF INTERLOCK OF INTERLOCK�--ANC;%INFORMATION. 6* CENTERLINE CENTERLINE MAX OF PANEL I Or PANEL 2 OF PANEL 3 POCKET BY EXTERIOR INTERIOR OTHERS.SEE NOTE 6, SHEET6 NCHORAGE ANCHORAGE- 25-WS'MAX. Er SHEET11 C2.MUSTER SHEETJJ�LSTek "42-ANCHORAGE. MAX SHEET 11 EXTERIOR 12'MAX 21.6- FRAM15JAMB SHEET 11 SHEET 11 FINDANCHORAGE Y MAX REQUIRED S—F� KETJAMB (MIN.1 ANCHOR) O.C. MIX NON SILL ANCHORAGE DETAILS INTERIOR POCKETS SHE. 'S REQUIREMENTS.SCAN THROUGH GH TAB 1&2 -TRACK) 0 1)KNOWING THE PRODUCT0, P)=(3 PRODUCT REVISED as comple FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREME al with the Florida Building a a +48.2(-58.6 AT A NOM.PANEL SIZE OF 48'X84".FROM TALE 1,SHEET 7,THEN:PAN NOA-Ho. 17-0420.08 1144 DESIGN PRESSURE IS+60(-S0 WHICH EXCEEDS THE PROJECT DESIGN EL ANCHOR EXCEPTION: Expiration Date 0411412021 PRESSURE REQUIREMENTS. DISTANCETO NEXT CLUSTER--j — To art 2&31E-OX.OR LESS FOR WOOD INSTALLATION USING ANY f*adisill I KS+2 Mtamt D Product comm ANCHOR IN GROUP A(SEE TABLE A),TABLE Jame 1 5 I SHOWS ANCHOR REQUIREMENTS P-hook 1 7 1 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: S*MAX HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE ICTI CLUSTER ANCHORS AT0,E76R'1N16OFE1VD NEI 6*MAX. OPT.ANCHOR THE INTERLOCKIASTRAGAL. FOR St" (SHOWN)AND HEAD, IS AT THE TD HEAD(INTERMEDIATE ANCHORS E H SHEET 12 FOR THE^+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY IRED IF TH ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUS IS OVER O AID P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3'CLUSTER ANCHORS AT 25-3/8,OTHERWISE ANCHORS ARE NOT REQUIUI AS N'AV ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL. PER THE FIGURE ABOVE: i,A%'Y LYN/ DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE'+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. A&h IMPact Resistant N°•58705 JAMB-5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. A VINYL SLIDING GLASS DOOR NOA(ILM) FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GE Windows&Doors A A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACTLAYOUT. STRAIGHT DOOR EXAMPLE I.Ea�J:ROSOWSKI LOCATIONS OF GROSS :-a -SECTION DRAWINGS. 10100N.W.20�Sftd -73 ko"W,FL 33m OF 8)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN rof.3ma&mw Fwws=� NO CHANGES THIS SHEET. 04/05117 C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: PREPARED B)-A LYMMILLER;Pz ........... 0)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070TECHNOLOGYDRME E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE;FL 34271 F)SHEET 21 FOR A BILL OF MATERIALS. P41)460-100 A.LYNN MILLER,F.E. P-HOOK:SHEET 6 CER71.OFAM,AVM IISGD-7650111 NTS 9OF21 MD-�650.0 �1 A. -E 1-1/16"NOM. 3116'HS GLASS 3116"/H GLASS 3116 1H GLASS 3116'/FIS GOLASS� 3/16 ANN G 78 78 .090" LASS 090,PVB .090"PVB .090'SG 7/16 AIR SPACE n 7a 3116'AWN GLASS 3116"HS GLASS 3116-HS, 116 HS GLASS 3116 T GLASS PAINTED/ PAINTED/ PAINTED/ PAINTED/ LAMINATED LAMINATED LAMINATED e2 DR 83 LAMINATED BO o e1 SURFACE 80 81 SURFACE OO 61SURFACE SURFACE a EXTERIOR I- -- a EXTERIOR .I- -- a EXTERIOR I- .-- <:1 EXfTER10R PRODUCT IS"EXTERIOR- I I ODUCT IS-EXTERIOR- I \I PRODUCT IS'EXTERIOR- I \I PRODUCT IS"EXTERIOR- \I GLAZED•IF#80.81 IS 718'NOM. LAZED"IF#80-81 IS 718'NOM. GLAZED'IF#80-81 IS 7/8'NOM. GLAZED'IF#82.83 IS 7!8'NOM. TOWARDS THE EXTERIOR i i GLASS TOWARDS THE EXTERIOR i I 8� TOWARDS THE EXTERIOR i i BASS TOWARDS THE EXrTER1OR i O I GLASS BRE I I xi I I BRE I INTERIOR I a NTERIORI a INTERbR I a INTERIOR PRODUCT IS-INTERIOR- I I PRODUCT IS'INTERIOR- I I PRODUCT IS-INTERIOR- I I PRODUCT IS'INTERIOR- GLAZED*IF#80-811S I T9 GLAZED'IF#8MIIS I 79 GLAZED"IF#8"1 Is I 79 GLAZED'IF#82-183 IS I 79 TOWARDS THE INTERIOR I TOWARDS THE INTERIOR I TOWARDS THE INTERIOR I TOWARDS THE INTERIOR 85 Bfi 81 SEENOTE2, 'BEE NOTE 2, THI NOTEZ THr SHEET THIS SHEET THIS SHEET THIS SHEEP GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED "HS"=HEAT STRENGTHENED 'T"=TEMPERED SILICONE HOT-MELT BUTYL 1-1/16'NOM. 1-1116"NOM. "PVB"=.090"TROSIFOLO PVB INTERLAYER STRUCTURALSILICONE 3116 HS GLASS 3116 H Gross BY KURARAY AMERICA,INC. SILICONE STRUCTURAL 3/16•NOM' .090'PVB 1/4•NOM• FOAM .090"SG "SG"_.090"SENTRYGLAS®INTERLAYER POLYISOBUTYLENE BY KURARAY AMERICA,INC. WITH DESICCANT DESICCANT 3116"HS GLASS >6 78 3116 HS GLASS 75 76 EXT.GLASS EXT.GLASS 7/16'AI.KSPACE 77 78 7/16"AIRSPACE 77 78 PRODUCT REVISED 3116"T GLASS 3116"T GLASS as complying with the Florida PAINTED/ PAINTED/ Building Code azo s3 LAMINATED a2 oR e3 LAMINATED NOA-No. 17-0420.08 SURFACE 16 Expiration Date 04/14/2021 EXTERIOR a EXTERIOR INT.CLASS INT.GLASS. a , ey PRODUCT IS'EXTERIOR- I PRODUCT IS'T7CTERIOR- I Miam roduct Contra GLAZED'IF#82-83 IS 71W NOM, GLAZED'IF#62-83 IS I 7/8'NOM. KODISPACE SUPER TOWARDS THEEXTERIORI I GLASS TOWARDSTHE ExrER10RI 0 GLASS 75 4SG TPS Te SPACER"'NXTTm I I SITE I I BRE a INTERIOR I 3 INTERIOR ALUMINUM PRODUCT IS'INTERIOR I I PRODUCT IS INTERIOR- REINFORCEMENT POLYISO- DESICCANT FILL AREA GLAZED'IF*82-83 IS I 79 GLAZED"IF#82-8315 I I Ts BUTYLENE 0 TOWARDS THE INTERIOR TOWARDS THE INTERIOR 5116'NOM. SEAL 5116 NOM. I 88 BUM& SILICONESEAL SEENOTEZ SEENOTEZ DESICCANT ROLL-FORMED THIS SHEET' THIS SHEET \����ANY LYNN FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 ; ��.•uf:ElVgF'�V, EXT.GLASS NOTES: • •;� EXT.GLASS 1)BACKBEDDING SURFACES SHALL _Tk No.587o5 ; NOT BE PAINTED OR LAMINATED. Impact Resistant VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 Windows&Doors I 2 PRODUCT MAYBE EITHER MGNGW GLAZING DETAILS 5g m J ROSOWSKI =gyp'� )gIr'�; 6- INT.GLASS INT.GLASS ) D. 10100MW.26#r SCael c 8 'n ST Ok �(/�� TM+ PROVIINTERDED DOR OTHAT THE"HS"OR SURFACE TeC306593.659Mktrnl0Fa�T.c18M593.6592 NO CHANGES HIS SHEET. rc 04/05/17 ''��ss.......... DURASEAL@ XL EDGE 0 O OF A LAMINATED GLAZING UNIT IS PPEPANID BY.-AUNNMu ER P.E 4j44lIltI111� SPACER SPACER ADHERED TO THE GLAZING LEG. 10707ECHNOLOGYDIUVE c N.VEMM FL 34275 q A LYNN MILLER,P.E. I cERT o1FavnTi�#z9zas SGD-7650- NTS 10 OF 21 g z MD-7650.0 z A p.E.#88705 SILL GLUS ER ANCHORS LAYOUT: SILL 11+11 INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK INTERLOCK PANEL CENTERLINE CENTERLINE CENTERLINE 4n CENTERLINE 4n CENTERLWE 4' 4" EXTERIOR EXTERIOR IXfER10R EXTEERRIOR EXTERIOR ID2-TRACK CLUSTER'C3' 2-TRACK CLUSTER"CS 2--TRACK INTERMEDIATE v 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS _ ASTRAGALOR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL PANEL CENTERLINE CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" 4" 0 EXTERIOR 3.22" EXTERIOR 3.22 EXTERIOR EXTERK)R 3.22" EXTERIOR 3-TRACK CLUSTER'CS" ,T� .-TRACK INTERMEDIATE v 3-TRACK INTERMEDIATE .TRACK INTERMEDIATE .-TRACK CLOCATIO C3' V �/ '+2'ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION ASTRAGAL OR ASTRAGAL OR PANEL PANELPANEL INTERLOCK INTERLOCK 'CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" 4" o 0 EXT OR 3.22" EXT �IE-IRyIOR 3.22 EXTCTE'1RRUR EXT21E--IR110R EXT�TERJIOR 13.22" v 4-TRACK CLUSTER v 4-TRACK CLUSTER 4 -I TRACKINTERMEDIATE `� 4-TRACK INTERMEDIATE " 4TRACK INTERMEDIATE 'C3'ANCHORLOCATICNIS 'CS'ANCHOR LOCATIONS '+T"ANCHOR LOCATION ^+2"ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS NOTES: FIGURES PERTAJNTOTREFouo'AWGSUL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: MERMEDIATEANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" 2)TRACK TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375' FOR ALL SILLS: as PRcomPyyl.9 CT .�`O DYLYI�IrIrI,,,. Hend/SiA 1 Bulldin9 Coda `�` Jamb 5 NDA-No. 17-0420.08 ` FIGLRES PERTAIN TO THE FOLLOWINGSRL P-hook 7 E1CPiratlon Date 04/1412021 ` ` ••-�,ICEN$�.'•. CLUSTER ANCHOR LOCATIONS • =��'� No.58705 Impact Resistant VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By I _ ♦/!�_# Windows&Doors Mi'tr Product CentralProduct Control Q V` N weREsmoxoER� ANCHOR LOCATIO llbl JROSOWSKI p . STA(E0 fO1W-4l PLW72 • ��•. FLORIOT`..•'���� Tat365S63.6590 19=305.�Ci.6691 a NO CHANGES THIS SHEET. 1.-8"10410,9/17 %,S ....... PRE-ABED BBI AALL OO W LL P.B 12 `\ -CF HeadlSill 1 71,'ONAL I �� Jamb 5 1070 Tr K VSVM R.31275 P-hoofs 7 (A1T)480•t600 SGD-7650 NTS 11 OF 21 �1 MD-7660.0 Viz° A A LYPE.#169705 P.S.LLER CERT.OFAUTN.+929196 HEAD CL SER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: EgLIf52-TRACK ASTRAGAL OR PANEL PANEL 4" INTERLOCK 4" PANEL CENTERLINE a" CENTERLINE 4" CENTERLINE CENTERLINE 97 R EXTERIOR EXTERIOR 3.22" EXTERIOR P21 EXTERIOR 3.22" I� EXTERIOR3'3� ID 2-TRACK CLUSTER'C5' `J 2-TRACK INTERMEDIATE 15 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE S ANCHORLOCATIONS •N•ANCHOR LOCATION -I-ANCHOR LOCAONS '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL INTERLOCK INTERLOCK PANEL PANEL CENTERLINE CENTERLINE 4" CENTERLINE 4' CENTERLINE CENTERLINE 4.75" 4 EXTERIOR �I 3.22" EXTERIOR --►i 322" EXTERIOR EXTERIOR EXTERIOR 3.22" EDIATr 3-TRACK CLUSTER'C3' .� 8-TRACK INTERMEDIATE jL. .2'ACK CHOR INTERMEDIATE 3'ANCCHOR LO LOCATIONS 3-TRACK CLUSTER'CS' vt•ANCHOR LOCATION �J •*2'ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL_ PANEL PANEL INTERLOCKINTERLOCK—► 4,. CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" CENTERLINE ' EXTERIOR 322" EXTERIOR 322 EXTERIOR EXTERIOR EXTERIOR 322' 4-TRACKCLUSTER v 4-TRACK CLUSTER 4TRACK INTERMEDIATE ID NCHOR OCATION ¢ ANCHOR LOCATIONSTRACK INTERMEDIATE~P 4-TRACKORLO EDIIO S'+3' 'CTANCHOR OCATONS 'CSANCHOR LOCATIONS ' NOTES: FIGUREPHYTAINTO THE FOLLOWNG NERD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS. NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375' 2.375" FOR ALL HEADS: 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: PRODUCT REVISED tttnui7r HeadISN 1 as oompiying wkh the Florida Building Code ��� OtJY LYNN GURES PERTAW TO THE FOLLOW"JG HEAD P�tt=k Non-No. 17-0420.08 ``��`Z`.•L�GENSF';�lj_'i CLUSTER ANCHOR LOCAnONS: expiration Date 04/74/2021 Q":• 'CA, No-58705 � Impact Resistant VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By ®Windows&Doors Mia a uc contra v: tYE'AEMONSER" ANCHOR LOCATIONS B m' J ROSOWSKI S O�/ I 1�: l010D N.W.26ih 65"af ���'•, !V; rec301 3W.6M F t�.�.6592 NO CHANGES THIS SHEET. 04/05/17 '.,�`S, ' oR!oP!••'G\�� Headlsin CS. 1 PREPARED B Y.,A LYNN M 015 P.E � �$ �"/iSZ()NA Lt \N Jamb 5 10707ECHNOLOGYORNE P hDOk 7 N.VENICE,FL 34275 CERT.OFA SGD-7650 NTS V 12OF21 §$ MD-7650,0 z� A A LYNN MILLER P.E. P.EJA 58706 FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, PARTIAL VIEW): tr— 4.75" 7.125" MAX. L16 21.6' 21.6'MAX. MAX EXTERIOR EXTERIORA - - -. P-hOOk 7 O.C. O.C.OPT.ANCHOR�TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED iN ANY ADJACENT TRACK 6" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX. MAX REQUIRED TO MEET MIN.EDGE DISTANCE 3TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE H M ODD JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. 12" MAXJAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1'X.600. PER END @ 1"X.500- (3 .500" ( SILL SILL SILL EXTERIOR EXTERIOR EXTERIOR 6"MAX. (3)TRACK WEEP HOLES EVERY 24"@ 1.125'X.190";� (6)TRACK WEEP HOLES _ (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125-X.190'; EVERY 24"@ 1.125"X.190';1\ TO AID IN 24'@ 1.375"X.500- (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.375'X.500" 24"@ 1.375"X.500" I NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED OF ANCHORS REQUIRED IN THEP-HOOK. Bu co gCodewiththeFloride �NlLYN FIGURES PERTAM T07HE FOLLOWING POda:TJAMB _ NOA-No. 17-0420.08 �pN.......N,y11',,' , I>+loo ANCHORLocAT>oNs: Expiration Date 0411412021 e=� JGENSF'•.�(�P i OImpact Resistant VINYL SLIDING GLASS DOOR NOA(LM) S 10/05/15 BY Windows *: No.587os ndows&Doors MI 1-0 a Pro uct Contra ' WERE STRONBER" •!{ I v ANCHOR LOCATIONS CLl m' J ROSOWSKI "0:� )� �•; O a 10100 N.W 3317tra •. -1 69ern;FLL et 33172STA STA O fV` Teh.305s9 xwo F waasXimw n'R NO CHANGES THIS SHEET.* 04/05/17 '%'LORI •'��� Head/510 cs+t PREPAREDBY:ALYWWUJ3Z,P.E Jamb 6 1070TE'CMNOLOGYDRNE N VENICE.FL 34176 P-hook 7 (941)480-1600A.LYNN MILLER,P.E.cERr.oFaunL a2Bzvs SGD-7650 NTS 13 OF 21 Ilk MD-7650.0 C 6 A p,E.f15B705 D 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: RGURES PERTAIN TO THE ERTA NTO,HE FQLOVANG 9P CORNER 5LLL pq� ANCHOR LOCATIONS: Al 4° 4" 4' 4" HeadlSlll N Jamb 3.22" EXTERIOR 3.22"EXTERIOR o P4=k 2-TRACK 90°CORNER 2-TRACK 90'CORNER FI "C4'ANCHORLOCARONS 'CS-ANCHOR LOCATIONS 2-TRACK 90*CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE WHERE-CT IS SPECIFIED) SE WHERE'C6"IS SPECIFIED) °C4"ANCHOR LOCATIONS Fl 'CS'ANCHOR LOCATIONS n (USE WHERE-C3'IS SPECIFIED) `/ (USE WHERE'CS-IS SPECIFIED) V 4° 4- 4" PRODUCT gREVISED 4° as CO g C-Ith the Florldo NOA-No. 17-0420.08 Ezplration Date 04M4/2071 4" W, " 4' By Ml-- a Product Control EXTERIOR 3.22" EXTERIOR 3.22 3'22" 3-TRACK 80'CORNER I-1 3-TRACK 90'CORNER n 3- 90'CORNER EXTERIOR 3-TRACK 90'CORNER EXTERIOR "C4'ANCH0RLOCATIONS 1J 'WANCHOR LOCATIONS �J •Cy ANCH OCATICNS J-L 'C6•ANCHOR LOCATIONS (USE WHERE'C=IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) (USE WHERE 3. PECIFIED) �J (USE WHERE'CS'IS SPECIFIED) 4„ 4" 4' 4" cENsN�¢ No.58705 1AVEF !(�` EXTERIOR 3.22' EXTERIOR EXTERIOR 4" 3 " EXTERIOR ' �S/ONAL .4-TRACK 9D•CORNER n 4-TRACK 90'CORNER �""� 4-TRACK90°CORNER 4-TRACK90°CORNER rrr r1111111TT� °C4"ANCHOR LOCATIONS V 'CS'ANCHOR LOCATIONS V •C4'ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) (USE WHERE-CT IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) A LYNN MILLER,P.E. P.E.0 56705 NOTES: FIGURES PERTAIN TO THE FOLLOWING SO-CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: OImpact Resistant VINYL SLIDING GLASS DOOR NOA(LM) g 10/05/15 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE windows&Dors ° SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D � J ROSOWSKI 1-H III 1 10fW N.W.26dI Sheel Jem0 6 Naa FL33172 3)TRACK-TO-TRACK T,*=-%16sgD =6-03 6W2 a NO CHANGES THIS SHEET. ad 04/05/17 P-t=k 7 DISTANCE IS 2.375' 2.375' J 2.375' PREPARED BY.•A LYNN AWJCK PA FORALL HEADS AND SILLS: 10707ECHWOGYDRNE �a N.VENICE FL 34275 (sot)480-1600 SGD-7650 NTS 140F21 Jg MD-7650.0 J9 A CERT.DFAUTH Im2se D 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FIGURES 13ITAINTO THE FOLLOWING LOCORNETtSII- ANCHOR LOCIIRONS: 135' 4" 4" 4" 4° Head/S)II 1 EXTJambXTERIOR 3.22" nIOR W4" EXTE��RLLKNi 4" EOR P-hook 7 2-TRACK 135•CORNER 2-TRACK 135'CORNER 2-TRACK 135'CORNER JJ7 42-TRACK 135•CORNER J�/L 'C4'ANCHOR LOCATIONS 'ANCHOR LOCATIONS 'CIV ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE-C3-IS SPECIFIED) (USE "C6'IS SPECIFIED) (USE WHERE-C3-IS SPECIFIED) (USE WHERE'C6•IS SPECIFIED) 4' 4" 4" 4je PRODUCT REVISED 4" as Comply,"g with the Florida Building Code NOA-No. 17-0420.08 4" Expiration Date 04/14/2021 XTERIOR E iEXTERIOR EXTERIOR nn By 3.22" V 322" V Mlaml-0 Product Control 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3- 135'CORNER 3-TRACK 135'CORNER 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'C4'ANC LOCATIONS •CVANCHOR LOCATIONS (USE WHERE"C3•IS SPECIFIED) (USE WHERE-CW IS SPECIFIED) - (USE WHERE-C SPECIFIED) (USE WHERE-05'IS SPECIFIED) 4" 4" 4" 4n ONY LYNN l ij" 0 No,58705 EXTERIOR EXTERIOR EXTERIOR EXTERIOR ��i(L•'., S'n 0AZ � • 4-TRACK135'CORNER �/ 4-TRACK 13W CORNER 4-TRACK v 'C6 ANCHOR LOCATIONS /�NALIENG�`` 'C4'ANCHORLOCATIONS •C6'ANCHOR LOCATIONS (USE WHERE'C3•IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) (USE WHERE'C3-IS SPECIFIED) (USE W14ERE-05-IS SPECIFIED) A LYNN MILLER,RE P.E.0 58705 NOTES: FIGURES PERTAIN TO THE FOLLOMG 135'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Impact Resistant HEAD ANCHOR LOCATIONR ® A B"VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE WlndoWs&Doors € 135` SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. 101OOON.w�NSteRef ANCHOR LOCATIONS E Q J ROSOWSKI He5dlSill C3 1 Affan(FL 33172 Jamb 5 3)TRACKTO-TRACK Tet3056 .666 F,306593AS92 NO CHANGESTHIS SHEET. A 04/05/17 P-hook 1 7 DISTANCE IS 2.375" 2.375" J2.375- PREPARED SrA LYNN MILLER P.E �g FOR ALL HEADS AND SILLS: 1070 TECILINP.OSYDRNVE N.IENICE,FL 34275 cFR> FnNta�p9z ®SGD-7650 NTS 150F21 MD-7650.0 A AD SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT(cry INTERLOCK OR ASTRAGAL: F'S� PERTAIN IACHOR�OCAATTMS:S: SPLICE SPLICESPLICE SPLICE LOCATION 4" LOCATION 4" LOCATION LOCATION 4„ 4" o o I R Hetid/SIO C31 EXTERIOR 3.72" EXTERIOR 3.22^ EXTERIOR EXTERIOR Jamb 5 (� ANCHOR SPLICE IL ANCHOR SPLICE P-hook 7 ID 2-TRACK SPLICE � 2-TRACK SPLICE � 'C4'ANCHOR LOCATIONS ANCHOR LOCATIONS 'C4•ANCHCR LOCATIONS 'CS ANCHOR LOCATIONS (USE WHERE-C3'IS SPECIFIED) (USE WHERE-CS-IS SPECIE ) (USE WHERE'C3'IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) SPLICE SPLICE SPLICE CE S TIO LOCATION 4.75" TION 4„ LOCATION 4- 4„ PRODUCT REVISED as complying with the Fiorlda EXTERIOR 4" EXTERIOR 3.22" EXTERIOR .22" EXTERIOR 4" Building Code TI, 3-TRACK SPLICE 1 y 3-TRACK SPLICE (� ANCHOR SPLICE ANCHOR LOCATISPLICEONS NOA No. 77-0420.08 VV 'C4'ANCHOR LOCATIONS v 'C6'ANCHOR LOCATK)NS �J 'C4'ANCHOR' NS � 'CS'ANCHOR'IS SP CNS ((ISE WHERE-C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE�C3° PECIFlED) (USE WHERE-CS'IS SPECIFIED) Fxplmtlon Date 04/'14/202'1 B � Y • Mia a r uct Control SPLICE SPLICE SPLICE 4.75" SPLICE 4" LOCATK)N LOCATION 4^ LOCATION LOCATION 0 EXTERIOR 4„ EXTERIOR EXTERIOR 3.2 EXTERIOR 3.22^+TRAC ff��L 3.22" �� 0 .......N '. 4-TRACK SPLICE �J 4-TRACKSFLI ANCHOKSPLICE ANCHOR SPLICE 't 'C4'ANCHOR LOCATIONS 'CS•ANCHOR L TIONS •C WHERE ORLOCATCIFI 'C WHERE OR LOCATIONS ��� JCENSF••%� (USE WHERE"C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) 'P (USE WHERE-C3-IS SPECIFIED) (USEWHERE' IS SPECIFIED) �•: Ne.58705 �O� STATE OF (V NO LL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. S��NALLENG��` FwuaESPPJsrawTo THE Fouowu+e�ucEo 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK A.LYNN MILLER,PF. HUM ANCHOR LOCATORS: . FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.1L sa7os 3)TRACK TO TRACK Olmpact Resistant VINYL SLIDING CLAS OOR NOA(LM) 10/05/15 DISTANCE IS 2.375" 2.375.. t2.376" Windows&Doors g a FOR ALL E IS 2.3 AND SILLS: VIMS=Ngm- &ANCHOR LOCATIONS F m J ROSOWSKI i 10100 N.W.251h Street Taks05.'anowF=055338542 ENO CHANGES THIS SHEET. 148210410,9/17. i 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED PREPAREDBY.,ALYNNMILLER PE SII c3 T BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1079TECRNOLOGYDRIVE t s .Iamb5 N.VErilce FL 34275 P-h00k 7 pF �D SGD-7650 NTS W 16 OF 21 g1 MD-7650.0 PANEL'S RIGHT STILE TYPE ^ SCREEN PANEL TYPES PANEL OUTSIDE90° INSIDE 90' OUTSIDE 135' INSIDE 135° / DOUBLE E`-�^^�-� ASTRAGAL yp SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL V INTERLOCK INTERLOCK INTERLOCK STILE WI HANDLE BOX OUT BOX IN RECEIVERRECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN A M DOUBLE EXTERIOR GLAZED /t/I LOCKSTILE I��C� INTERLOCK Som E F PP K L L TC TA TV TWA ASTRAGAL INTERLOCK LOCKSTILE B'" B H P A C C SC SA SV SW SD INTTEERLOCK INTERLOCK INTERLOCK W IN pwxourl ("99 s� RR R S S FC FD. FV FW A INTERLOCK �' LOCKSTILE �^7 WL LE D M J J U ASTRAGAL. ,C1 LO=nLE ASTRAGAL I R T U DS IM'OERRLLOCK INTERLOCK F— BOXOUT W ASTRAGAL N T U -j BOX IN a w Ieox#4 OUT.go, CS CF W ASTRAGAL z RECEIVER a AB��AL AT AS DF RECEIVER Our 1s5' VT VS VF PRODUCT REVISED ASTRAGAL •as complying with the Florida RECEIVER Building Cod* NOA-No. 17-0420.08 ASTRAGAL TWT WS WF LExpTraUon oat*04/14/2021 RECEIVER By Mia o- *Product Control LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F"SHOWN. PANEL NOTES: �CIYILYNN 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. CE 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE Impact Resistant F VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 *: NO-58705 NOT AVAILABLE. ®Windows&Daors IJ WE'RESTRMEA- PANEL TYPES &m J ROSOWSKI I �` +0100 N.W.ZSIh Sheet �/' •�` 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". Mlamd FL 33122 b �O� p Tek3a 593.600 Far306M3.s59z NO CHANGES THIS SHEET. �A 04/05/17 ��S•.F<O_R_IDP..= 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH PRERAREO eY.•ALYNN MILLE?,P.E TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. +�VG+C-K (;0427S L3a� �� �1,1j1NAL 111 ` (941) -13405 +1080'1600 SGD-7650 NTS m 17 OF 21 € MD-7650.0 a x A A LYNN MR-LEK P.E.#587 5 P E cETrr.aFatm+.+r�s m � ice---5.875-�1 291 .061 762 I I�T 10.635 tur�0 .125 r-.550 LOO i •100 9�i .500 ,930 1.812 0 �p Xi0=--11 1.881 �-►��.062 1.928 �- 100 6�®�®�® Le i� FRAME SCREW 301-1INTERLOCK CAP, 1O 2 TRACK HEAD/JAMB ©4 TRACK SILL �COVER(PVC) ®ANCHOR PLATE 09 TRACK INSERT 10 EXTENDED POCKET 5.178 1.000 252 231 .060 '�j 2.060 � .100-moi r 8.250 j 8.2500--� �/�f�� 1.435 x.062 1.613 .080 100f7m 9491r �-� 1.9831.813 �^�p �o 0 1.6+81 �+'-•062 060 � �Q®�-�,IL,II,i ®�J. 11 BOTTSUPPO RAIL 12 OUOT�SILL 0 COSILL VER 17 P-HOOK ADAPTOR 18 P-HOOK O3 3 TRACK HEAD/JAMB4�3 TRACK SILL 229 ,094 .125 540 540. 291 .061 {- 2.975 10.625 5 875 j 3.000 = 1 .075 �- g2 500 Ft 2.607 I-II 30�0�0 0 I o.100 0 ���-.062 F-•-Itl-..062 I .329 U11 111.813 II��II ,100 ❑ LQ® lsl� 1 19 EXTENDEDKEEPER ®0 KEEPER 21 BAR GOVERMENT ®REINFORCEMENT g FIXED PANEL CLIP ®AR REINFORCEMENT LEAS RCEMENT OS 4 TRACK HEADMAMB (2)2 TRACK SILL 2.511 a 2,838--1 �{ 1.570 I-.- 1.625 { 1.595 +- 1.595 r-- .309 2.696 .080 3.483 � e 2.073 ,Ogg 2368 r--.125F.070 .075 4.635 4'279 .100 2.833 Q .768 •400 ® 2.768 2.210 .090 2.116 I I L .300 2.025 •312 � ❑ ®INTERIOR JAMB COVER LLL__JJJ 1 a I�r.188 .710 L�o 1,875 •�L fl PRODUCT REVISED .110 I-+-- -- 4�-.182 .120 1�.--•.182 .120 2.291 .100 as complying with the Florida TOP,BOTTOM TOP,BOTTOM INTERLOCK.300 INTERLOCK.400 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE,TOP Building code ® © ®REINFORCEMENT, REINFORCEMENT INTERLOCK 1a ADAPTER ASTRAGAL ADD-ON Q33ANDBOTTOMRAIL NOA�7o. 17-0420.08 AND STILE AND STILE REINFORCEMENT, REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTYExpiration Date 0411412021 REINFORCEMENT 3.326 2.511 By 3R3.209 �-3.345 Mia e Produc Centro 1,472 919 125 06O13.713 .080 --� 090 .075 .125 3.345 ,080 4.635 .090 2.116 2.175 .046 1.500 3.247 070 I+ .229 .0� -•919 I 300 1.170 �I-+ 2.710. 135°CORNER 135°CORNER 135'CORNER 135°CORNER 90"CORNER 90'CORNER 90°CORNER © ® ® 41 �o INTERLOCK ASTRAGAL PASSIVE MOUNT EXTERIOR CAP NTERIORL CAP, ASTRAGAL EXTERIORL CAP, INTERIOR ASTRAGAL CAP 2b ASTRAGAL ADD-ON 316 ADAPTER `X,\N NYiLYNIV 065 .062 NOTES: LICENS'' �( .252 .061 Q 912r t 912 210 173 1 SEE SHEET 4 291 ) O P VINYL SLIDING GLASS DOOR NOA(LM) s 10/05/15 =*i No.58705 Impact Resistant a FOR SILL RISERS. F a 1.261 1.261 1.261 1.261 1.261 3.ODD Windows&Doors wWRESDIGHM- EXTRUSIONS 11al J ROSOWSKI 2)SEE SHEET 20 10100 kw.26M sheet FOR SCREEN MrW,FL33172 6a ��T. 57A 4�� I REINFORCEMENT r t30S5936690 Fec3asaa3.0ssz ADDED BEVELED PARTS. �d 04/05117 acaRiOp Q 7116' O 7116' ©1-1/16' 01-1116' BAR COVER PARTS. %�s .•'G\ 80 SQUARE 81 BEVELED 8 BEVELED 83 OGEE ®OGEE 3 ALL DIMENSIONS ocYOR1VE PE p �o '�''S��NALi�0 HEAD HEAD BEAD BEAD BEAD ) N.VENICE,Po.31275 _ IN INCHES. cEi 07)4 1 <SGD-7650 NTS 180F21 MD-7650.0 A 0.LYNNM68705P.E. P.E.#60706 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMB (4)CLIP ANCHOR CLIP INTO &SUBSTRATE, ATTACHMENT ASSEMBLY PANEL HEADER TYPE AS USED o USING 4 INSTALL ONE BLOCK AT sa BLOCK IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL a TABLE 1 ONE BLOCK THAT 93 135"SMS / SPANS BOTH PANELS. i 80 13 SMS 0 q o o I i �0o FIXED PANEL CLIP � \ FIXED INSTALL ONE CLIPATTHE PANEL MIDSPAN OF EACH FIXED (2)1/4' X 2-114"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. 60 � � 0 SMS _/ (4)#10 si BAR COVER \\ X 2"SMS zz REINF.BAR 151, #8 X zz at 1-1/4"SMS KEEPER is � (4)THRU LEPER Q MAX �� eo JAMB TO \ 3.5'O.C.,SEESHEETI9 KEEPER TO JAMB SILL ASSEMBLY oDATTACHMENT \\ ( LOCKING JAMB PRODUCT REVISED REINFORCEMENT PLATE- ❑� as comply ng with the Florida (� Building Cotle ATTACH WITH#8 X 1-114" 4-PANEL,2-TRACK \�v -OA-No. 17-042202 34-1/2"MAX O.C. OXXX SHOWN KEEPERIS Expiration Date 04/14J2021 By I Miami-D a Product control 4)#10X o� 2"SMS ae i 60 INTERLOCK INTERIOR CLIP COVER NOTES EXTERIOR \ 24 INTERLOCK 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINF.PLATE 2 SEE SHEETS 11-16 FORANCHOR LOCATION&SPACING. `��� Y LYN BOTTOM RAIL ea#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS, ;�`�.jo •• N�Ljj '��� SUPPORT 11 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. �� •' 1lLENc^F'•,�(�i (2)#10 X 1"SMS^ Impact Resistant VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05/15 No.58705 *__ THROUGH TSUPPORT,ANEL`az ®Windows&pools ACCESSORIES INSTALLATION J ROSOWSKI v' z i INTO PANEL r PANEL We.W.26&Su0e L�#10X f0f°ON.W.25MStreet c �m J� '• � ) �� ••fCI� I 93 1-1/2"SMS ASSEMBLY 6�m[Ft 33172 ;O�'.. S A EDF INTERLOCK SILL RETAINER ALL PANEL CORNERS T.[-s[ss93.ssso Fw=.6d.s592 z CORRECTED#96 04/05/17 •:R[ORID?,.' ��� CLIP ATTACHMENT WELDED,NO ASSEMBLY FREpARMBY.•A[YNNMXLER,P.E INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS 10HTECvENINEEFL344275 CERT OFAUTUTHf SGD-7650 NTS ' 19 OF 21 0� MD-7650,0 z A AL p,E.#SB705 PE BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑a 7OOR�R 5 115 ,29 ❑a 100 102 703 �/��pR/y�p 5\/ �/ 0� 121 133 132 129 e� 119 111 108 HORIZONTAL SECTION 118 HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 116 - 32 137 33 102 121 108 ❑ lr o 1 1 pR!t IOR 5 ❑ 111 `/ \l ❑� � \J p���p(Dp� 112 o�d 1 O ROoROs 115 118. HORIZONTAL SECTION EXAMPLE too 112 LT/ lio 104 HORIZONTAL SECTION 117 1.081 1oz 1.081 —7 t 12021 EXAMPLE +►I 1.778 1.7q—i 78 935 .875��—{i t.— .875 1,020 �+— 050 �f 050 .045 T 127 FRAM :]iCREEN 127 S DEERAIL. A!STRAGALEN CREEN XO 1.91193 1.9j193 1.8l74 RAIL LATCH ADAPTER L L L *.062 .062 PRODUCT REVISED BOX SCREEN BOX SCREEN BOX SCREEN Bu complying with the Florida too 181 toz yII-�-t ���---���---1111.435 Building Code TOP RAIL BOTTOM RAIL SIDE RAIL L� .725 I NOA-No. 17-0420.08 O765' 782 Epi-fie.Date 04114/2021 127 OR F;-4--040 .062 By 113 714 1.020 1.593 128 Mian a ro uet Control 101 2 8 1.373063 2 tzo 4 0 123 SACSREEGRVINYL 1za ADD-ONrFRAME ILL �� 1.8721uuui 055 U 1.83 124 0 L Il�� 107 � —�� � 1"�.372 L 1:3 dam® 1oa BOX BOX BOX SCREEN dQ[� SCREEN 104 SCREEN 105 OXO INTERLOCK SNAP-ON ASTRAGAL VERTICALSECTION BUG FLAP ADAPTER VERTICAL SECTIONw(LY1UN11j'�.,� EXAMPLE EXAMPLE NOTES: N-• !l�j 1.306 1)AL DIMENSIONS IN INCHES. =��;` L7GENSF •�!� 055 1 1.487 r oso 1.487 1.510 Olmpact Resistant VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 `* No.5e7os = Windows&Dogrs r �_ 060 wenEsrnoRoeR� SCREEN DETAILS JROSOWSKI �1 fOf00 N.W.25n Sheet 1ao BOX SCREEN 107 BOX SCREEN 108 BOX SCREEN HEAD M)WWrer9os5s9 W. PrL 3317Z 936592 NO CHANGES THIS SHEET. 04/05/17 ��T� F40R1OP,.•' ASTRAGAL SILL ADD-0N AND JAMB ADD-ON 1, s ••..... G ADAPTER PREPARED BY.•A LrnAWW R PZs �'�is/ONAL N`` 10707EC11NpLOGYDRW 111 I `E hL VENICE FL 94275 (.OFA M.#2 SGD-7650 NTS 20 OF 21 g 4 MD-7650.0 49 A A LYNN MILLER RE CERT.OFAU7H.1F2029B ,� P.E.#58705 TABLE C: TABLE D:BOX SCREEN # Part# Description Material a Part Description - Material # Part# I Description Metertal 1 19001 2-Track Head/Jamb Rigid PVC 50 718609W .18T x.320"Finseal(Stile) 100 17156 Box Screen Top Rail W63 T5 W 2 19002 2-Track Sill Rgid PVC 51 71695K 1-1/T x 1'x 3/4'Pin Seal Dust Plug 101 12257 Box Screen Bottom Rail EOGs TS AI 3 19025 3-Track Head/Jamb Rigid PVC 52 71696 Dust Plug 102 12258 Box Screen Side Rail 6063 T5 At 4 19026 3-Track Sill Rigid PVC 60 419041 Interlock Clip Cover PVC 103 64428 Box Screen Interlock 608376 Al 5 19027 4-Track Head/Jamb Rigid PVC 61 78153X Tandem Roller Assembly SS 104 17347A Box Screen Snap-on Bug Rep 6083 T6 At 6 19028 4-Track Sill Rigid PVC 62 78153N Tandem Roller Assembly Nylon 105 I Box Screen 0XOAstragal Adapter 6063T6Al 7 19009 Frame Screw Cover Rgld PVC 63 78X75FPTX #8 x 3/4"Ph.FH SMS @ Roller&ReiM. SS 106 17349 Box Screw Astragal Adapter 6063 T8 At 8 19031 Anchor Plate 6053-T6 Alun. 64 419042 Frame Header Block Nylon 107 19039 Box Screen Frame Sill Add-on 606:1 TO At 9 19007 Track Insert 6063-76 Alum. 65 48052 Roller Adj.Hole Plug PVC 108 19038 Box Screen HeadlJamb Add-on 606316 AI 10 19084 Interlock Cap-Extended Pocket Pogid PVC es 44385 4 Hole Bumper Stop PVC 109 720X1X #14-20 x 1"MS @ Top Rail I SS 11 19036 Bottom Rail Support 606376 Alum. 67 7BXl14FPTX #6 x 1-1/4'Ph.FH SMS @Bumper Stop SS 110 720X112X #14-20 x 1.112'MS @ Bottom Rail SS 12 19006A Outer Sill Cover 606376 Alum. 68 716966 SID Plug PVC 111 717936 Wetp,.270"x.150'-Fin Seal 13 19011 Sill Track Cesar Rgid PVC 69 78185X Gemini Mortise Lock w/long Trim plate Steel/SS 112 61MK Wstp,.18T'x.500"@ Bug Flap 17 19032 P-Hook Adapter 006378 Alum. 70 71032XIFPFX 10.32 x 1'Ph.FH MS @ Lock SS 113 7SRAZ Standard Roller Nylon 18 19020 P-Hook 606376 Alum. 71 4afies Handle Kit Cast Zinc 114 7SRAX HD Roller ss 19 19047M Extended Keeper 6083T6 Alum. 72 19054 Interlock Retainer Clip Nylon 115 verles Screen Locking Hardware Steel 20 19029M lKeeper 606376 Num. 75 Kommeding 4SG TPS Spacer System 116 419053 Screen Keeper Steel 21a 19075 Reinforcement Bar Corer Pogid PVC 76 Quanex Super Spacer nXr with Hot Men Butyl see Street 117 76X1PPA #6 x l"Ph.PH SMS Steel 10 for 21b 19014 Reinlorcemerd Bar Cover,Beveled Rigid PVC 77 Quenex Duraseal Materials 118 1 1692/314 Screen Spline-.150"&.165" Vmyl 22 19030 Reinforcement Bar 6005-15 Alum. 78 Cardinal XL Edge Spacer - 119 1 18160 IScreen Cloth Fiberglass 23 19037M Fixed Panel Clip 6061-Tfi Alum. 79 Dow Corning 995 or GE-7700 Beckbedding Silicone TABLE E'STANDARD SCREEN 24 19035M Reinforcement Plate 6063-TB Alum. 80 19090 7/16'Square Beed Rigid PVC 25 19017M Top Rall,Bottom Rag and Lockable 6005•:5 Alum. 81 7/16'Beveled Bead Rigid PVC # Part# Description Material 26 19046 Reinforcement Composite 82 19044 1-1/16'Beveled Goad Rigid PVC 120 12033 Screen Frame Rail 6063 TS At 27 19018M Interlock.300 Reinforcement,Std. 6005-T5 Alum. 83 19045 1-1/16'Ogee Bead FBgld PVC 121 12028A Screen Frame-Side Rail(Latch) 6063 TS At 28 19013M interlock.400 Reinforcement,HD 6005-T5 Alum. 84 19016 13110"Ogee Bead Rigid PVC 122 17363 Screen OXO Astragal Adapter W53 T8 AI 29 19019M Astragal Reinforcement 6005-T5 Alum. 85 71725K Setting Block 112"x 4"x 1116',85+/-5 drxo. Neoprene 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 30 19083 Extended Pocket Interlock Adaptor 6063-TB Alum. 66 71726K Setting Block 1'x 4"x 1/16',85+1-5 dura. Neoprene 124 190126 Frame Sill Screen Add-on 6003 TO AI 3le 19073 Interlock Adaptor Rigid PVC g0 781PSTX #8 x 1'Ph.PH SMS @ Frame Assembly SS 125 GFP95K Bug Flap,85+/-5 dura. Vinyl 31b 19006 Interlock Adaptor,Beveled Wgid PVC 91 78Xll4PHPT410X #8 x 1-114"Ph.PH SMS @ Reird Bar SS 126 78X112PSATS #8 x 1-11T Ph.PH SMS(Assembly) SS 32a 19074 Astragal Add-on Rigid PVC 92 71OXlPHPT18-BX #10 x l'Ph.PH SMS @ Rail Support SS 127 712027 Comer Key Wheel Assembly(Standard) Nylon 32b 19008 Astragal Add-on,Beveled Rigid PVC 93 71OX115PPX #10 x 144,"Ph PH SMS @ Fxd.PN.Clip SS 128 712027SS Comer Key Wheel Assembly(HD) SS 33 19004 IPanel Stile,Top/Bottom Rail Figld PVC 94 710X2,5PHPT1&8X #10 x 2-1/T PK PH SMS @ Reinf.Plate/Ast. SS 129 varies Screen Locking Hardware Steel- 34 19040 Interior Jamb Caner 6063T6 Alum. .95 71420X2.25FPFX #12 x 2-114'Ph,PH SMS @ Hdr.Block SS 130 710X34PPSDAX #10 x 3/4'Ph.PH SMS @ Screen Ast. SS 35 19076 135'Comer Astragal 8083-T8 Alum. g6 71OX1.75PPX #10 x 1-314'Ph,FH SMS @ Ast Mount SS 131 78X12PPSMSX #8x 1/2'Ph.PH SMS @ Door Ast. 85 36 19077 135'Comer Asttagal Passive Mount 6063-T6 Alum. 97 71OX34PPX #10 x 3/4'Ph.PH SMS @ Ext.Pkt.Int. SS 132 169213/4 Screen Spline-.145' Vinyl 37 19079 135'Comer Astragal Cap-Ext. Rigid PVC 98 710X2PPX #10 x 2'Ph.FH SMS @ Keeper SS 133 181BC20 Screen Oath Fiberglass 38 19080 135'Comer Astragal Cap-Int. Rigid PVC 39 19078 90'Comer Astragal 606376 Alum. PRODUCT REVISED 40 19081 90'Comer Astragal Cap-Ext. Rigid PVC vvtvlflrrr/,� 41 19082 90'Comer Astragal Cap-Int. Rigid PVC Building C nd�°Wi:t,ur°Ft°nor' \.���ONY LYIJN NOA-No. 17-0420.08 �` ��• �vCENs ��C �� 42a 19085 Sig Riser-(2-10),Square 6063-T6 AhmL ,• E ;C� 43a 19022A SID Riser-(3.1/2),Square 606376 Alum. Expiration Date 04/14!2021 �.,: No.58705 44a 19o23A Sill Riser-(4-1/1 BD,Square W63-TB Alum. O impact Resistant VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 ey = 45a 19024A Sill Riser-(4518'),Square 6063:6 Alum. ' Windows&Doors Miami Pro duct ControlC 43b 19070 Si1lRiser-(3-112"),Beveled 6063T6Alum. vimSia0NGE1" PARTS LIST .£ JROSOWSKI �?� �EF Q = fefeeNW.25fh Stiaet 44b 19071 SIItRiser-(4.1/16'),Beveled 6063-76 Alum. Arm,.tF-331 �' ADDED BEVELED PARTS. X 04105/17 %1S,"'4ORIDP•.•' 45b 19072 Sig Riser-(4.5/8"),Beveled 606376 Alum. 7�N�•�•� Faxt305.59;650 ,� o. ...... NOTES: PREPARED BY-A1070 iioco�crM�RE %r,/ NAL rE vv+`� 1)ITEMS#14-16,46.49,5359,73,74&87-89&99 ARE NOT LI SED N.VENCE FL 34275 A.LYNN MILLER,PE AND ARE NOT PART OF THIS APPROVAL. (941)480.1600 OFAUM SGD-7650 NTS 21 OF 21 $ MD-7650.0 z A P.E.968705