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Product Approval
DEALER NAME � . .I Shaet 1 of 1 THD AT HOME SERVICES BOXICRATE ORDER EMAIL SENT TIME 03:54:38 SALES CONSULTANT Paul Stall ❑YES ONO ❑YES ONO DATE 12/0712017 ORDERED BY PGT USE CSR&EXT ❑TOM V,x21326 ❑ALICE W.x21343 ORDERED BY PHONE# S.O.# DEALER# 12228 CITY,STATE SHIP DATE CUSTOMER Jack Herbert SHIP TO# SHIP VIA JOB# 10567647 Mot? ❑YES ❑NO LEAD TIME AUTH POP IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS ❑WINGUARD(IMPACT) ❑ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO❑VES❑NO ❑REMODEL J NEW CONSTRUCTION ❑WOOD OPENING ❑#12 WOOD SCREW ❑114•SS TAPCON ❑114•SS4 CRETEFLEX ❑CONCRETE OPENING Derr• a - a -s• u Ci HOE v .; 4s ''x OptIGn6 :LAII .. ,.G ?�, XO{ier5llig fS'P ,:.' TOS,,-oP• N ':NaYJweiiS. '�ii?TIdH51 G'T' o-BaSc WtDT}t HEIGH 3 'y� .. o . •., >.a.... ..,. ,._«: :. ..�:;: EL r. br, !zy :.:.: S-StbtfbnWY.. HAt�C it3t;. (=LAT(F-kir 138f!1't7M ro ' cf 6n?S=' i'.fv1.. _I, COUNY f;ODf1: .. S E )......< .....,_ m m.. b IAC 1EMA ;WIbY7 HEIGHT. St1_,,Cdb ,,,,MC2ATpiE,,,INTEJ2�OR .EXTERi,(i) ,;jin „,(IP,}.;,, Ui,,,,,xt 4E, .;STACK;- Vleedtomahe,„outs/da itHoiLH SCUEPTURED.S :P TT R F- - ( _. ... ) _..:., .. (J...A._...N .p:.,Al :'cam $.:Mu1(sDbE (rn )n) ur. .. i DINE 5400 Pp•SL B WH WH 72.00 80.00 152 2 2 standard X X Standard,Stand. ICP 2.25,EXT slack rd;WHT C FIB,F 2 DINE 5400 PD-SL B WH WH 72.00 60.00 1522 2 standard X Ix Standaed,St..d. ICP 2.26,EXT Slack rd:WHT C FIB,F PD SL B WH WH 72.00 60.00 152 2 2 standard X X Slandard,Stands ICP 2.25,EXT 3 DINE 5400 .task rd:WHT C FIB,F a � Job Le”' MrSCO);Pasant,MISC(1):2 door 1 woad for bu0d oul,MISC(2):2 door 1 wood for build oul,MISC(3):2 door 1 wood I., bulld sul I haue reviewed and agreed with all fob speorricaflons and the Special Terms&Conditions on the track of the yellow(Customer)copy. Customer Signature MIAMP.DADE MIAMI-DA.DE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Atiami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) NvNvw.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series`5470"Vinyl.Sliding Glass Door (Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOA(NI)", 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. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices,complying w/FBC, as applicable are required. 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. TERAIINATION 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 j expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1210.02 and consists of this page 1, and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMI DADS COUNTY NOA No. 17-4420.07 ,,,s / Expiration Date: April 21,2021 vxmyi ` 05 t j 7 Approval Date: September 28,2017 Page 1 PGT Industries,Inc. NOTICEOF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 11-0107.09) 2. Drawing No. SGD-5470, titled"Vinyl Sliding Glass Door NOA (NI)", sheets 1 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) 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)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 6637(samples A-1 thru A-5), dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (Submitted tinder NOA No. 11-0107.09) 2. Additional test report No, FTL 6638 (samples A-1 thrm A-22)per TAS 201/203-94, issued by Fenestration Testing Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (Submitted tinder NOA No. 11-010 7.04) 3. Additional test report No. FTL 8717,issued by Fenestration Testing Lab, Inc., dated 12/07/15, revised on 02/15/16 and 02/24/16, signed and sealed by Idalmis Ortega,P. E. (Submitted tinder NOA No. 15-1210.01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab,Inc., dated 11/06/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.OJ) 5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 7. Additional test report No.FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 154210.01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, CP revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by PGT, dated 12/09/15 and last revised on 02115116, signed and sealed b Anthony L. Miller, P.E. (Submitted tinder NOA No. 15-1210.02) Jorge M.Plasencia,P.E. Prod/uct Control Unit Supervisor NOA No.17-0420.07 Expiration Date: Apri121,2021 Approval Date: September Z8,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (continued) 2. Glazing complies with ASTME-1300-02, -04 & -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 Lin-dted 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 ENERCTI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 6, Notice of Acceptance No. 16-0712.03 issued to ENERCTI 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,ASTN/1D 1929 and ASTMD-63 5, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) F. STATEMENTS 1. Statement letter of conformance with FISC-5t" Edition (2014) and FBC-611 Edition (2017), issued by manufacturer, dated 08/14/17, signed& sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17,issued by manufacturer, signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-1210.02, issued to PGT Industries,for their Series "547011 Vinyl Sliding Glass Door(Reinforced)—N.I.", approved on 03/0316 and expiring on 04/21/21. PrZJorge M.Plasencia,P.E. uet Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21,2021 Approval Date. September 28,2017 E-2 SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: TING G..f Amth., sub.&.Ie Fremn Member - M Mtn. ,o In. NOT RATED FOR MISSILE INCLUDING POCKETS &900/1350 CORNERS Diattric. rbd..0 IMPACT RESISTANCE P.T.Som am Pin. Hand/gIlWarrib 9116" 1-310, GENERAL NOTES: (SG•0 ss P-h..k V/16" 1-310" _T e9 3-Ts' -HoodISHWarob 3161 Ila, Alum n_52,� DESIGN PRESSURERATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 1 0. #12,sinal SMS(05).r (0,126- P-holl 3f8' Ila" SEE TABLES 1,2&B 1 2 2)DESIGN PRESSURES: ( 4`10 S.s sms W 57.upo min,I I Une.d.11n) Matti. ON SHE A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. A 0,060.min,tM.1moss) B POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. Steel St.d,A863 G,.33- F.SWSIIVAamb ate, x071`i4 ve. (0.071'mln.thichnoul P-hook 319" 0.071'(14 Ga.)I C,DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. P.T.Satith..Pin. Jamb I I-W 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1. 114*rk.410 e.g.Cmt.Pt.. MILAR MATERIALS Had18nIfJrpb INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSI P.T.P.,MR, r tale' SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING COD E(FBC), (SO-0.55) F-Insoli f I-Tr 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. S 012,stat-4.."(05) P.T1..IhPIr. PAmdfSIIVJmb 91161 1-3/0' 5)INSTALLATION SCREWS&FRAME SPLICES To BE SEALED WITH NARROW JOINT SEALANT, P41.0h V 1-316' 6)REFERENCES CN08'Sj.ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NONS,ENERGI FENESTRATION train,ZVI kal) tkadt,911YJamb 1-3110, lzu, SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHAD ES 114*rf.o Uhro __Uh_g.Ut.dCMU -- Jamb il i-lft" (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA IASTM C-90) p4wok 1. 14114o REFERENCES(TEST REPORTS):FTL-8337,6338,8M.8640,8662,8717,8968&8970:EXOVA-1 0-002-792(A)&10-006-10231; Ungruttled CMU, —_ lemb-7-3/4 I-IM CAMBRIDGE 535753-09; 114"Elco (ASTM C-901 P4Mk 1914- 1-114* GENERAL NOTES.............1 r..ot. HadfSnVJmb 19116* 1-314` EXAMPLE CONFIGS 2 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE C Imin.3.35 kat) P-h.gh 1.— 1914' HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY EN2RGI ConcretefloadISVIIJaMb 1.11. I-we" ' INSTALL DETAILS..............M FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR min.2.22:kso - F-hwk 1-112' 1319' DWANCHOR TABLES 7-8 114Ill..I"S.S. U.g.Utd CIVIIJ, Jamb 2- 1-114* EXAMPLE............................9 PLASTICS.(COMPONENT REQUIREMENTS), Agg-osier (AeTM 13,90) F-hack 21 GLAZING DETAILS.........._10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EORF-58 REQUIREMENTS PER THE FBC,AS APPLICABLE. P.T.Southern Pin. HeadISIlWarnt, 11 ANCHOR LOCATIONS 11-IB (so-0,98) P-hook I. 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. Cnt. HOAdIGIIIIJAVIlb 2.112' 1-3/0, PANEL TYPES...................47 10)THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. EXTRUSIONS RUSIONS............. �18 114*Etc.up.- train.2,46 kani 2-112, i-?/V ANCHOR NOTESUnarculod CMU, ACCESSORIES..................19 : I (ASTM C-90) P41.0k 2-112- 1-114" 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY SCREEN DETAILS...-._..._.20 C."I. f4..dfSIIVJvmb 2-117 1-314* APPROVED ELCO ANCHORS,SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 114-Etas 410 S�S�C.I.Fl.x ImIn.3.35 Rai) P-httok 2.11V !-we, PARTS LIST........................21 REQUIREMENTS. Wii..Wal CMV, Jamb 2_112• 1WI14* 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. I (ASTM C-90) P4took JAW PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO .s complying with the Florida Buildingea . IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA NOA-N.. 17-0420.07 GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. E.pt,.tl--Oct-04/2112021 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE "UNGROUTED CMU"VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. 13Y REVIEWED BY THE BUILDING OFFICIAL, 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED uont'.1 BY THE AUTHORITY HAVING JURISDICTION. 6)1F SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, Material Mtn,Fy Mtn.F,92 NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw .1 120 Net SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODES I STANDARDS USED: 410 Screw GO ksI 110 kel :2017 FLORIDA21LOING CODE(FBO STH EDITION Efc-Aggm-GA100 67 W 98 flat ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2014 FLORIDA EDITION Elco Ultracono 155 k91 177 k8f -ASTM E1300.09 41 INSTRUCTIONS: -ANSItAF&PA NUS-2016 FOR WOOD CONSTRU"ON .3SE1,csCr9IcF1exo 127.4 ko( 180.7 kal 3..T,A,,,W 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR 2tim 16 Rai 22kal -ALUMINUM DESIGN MANUAL,AOM-2016 ty THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2, -AISI 6100-12 38 kill 58 ksl DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. -AISC 360-TO I or.33 sied stud LICE 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE 13 NOMINAL PANEL WIDTH IF YOUR EXACT SIZE 18 NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED VINYL SLIDING GLASS DOOR NOA(NI) No.69706 WIDTH AND/OR HEIGHT. 10/05115 -T I Nn 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED fNTABLE A, GENERAL NOTES J ROSOWSKI THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM 0.% ST TE Fto EDGE DISTANCE- 4)FROM THE DESIGN PRESSURE TABLES(TABLES i OR 2),VERIFY THAT THE OPENINGS REQUIREDALL RtGFfiS AT ....... .,j ZONAL AN DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN, '1111(11110 6)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34276 1 -1600 &L1111 MILLER P.E. 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1600 ,JSGD_!j�7�0 ���MD-15470.0 jg�JAP.E.a 99705 CERT.OF RUTH.NMI! MAX.UNIT WIDTH MAX.UNIT WIDTH — MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH _ NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES i&2 PER TABLES I&2 PER TABLES I&2 PER TABLES 1&2 1 131 1 F-& MAX.UNIT /y F MAX" MAX.UNIT HEIGHT MAX.UNIT //l HEIGHT HEIGHT HEIGHT PER TABLES I&2 PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1 2 IN IN 3-PANEL XCONFIGURATIONS -PANEL CONFIGURATIONS f�PANETL 2-PANEL 3-PANEL CONFIGURATIONS 4 CONFIGURATIONS CONFIGURATIONS MAX.UNITVIIDTH—�, .L WIDTH NOM.PANEL WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANE: NOM.PANEL WIDTH PER TABLES 1 ,PER TABLES I&2 PER TABLES I&2 MAX.UNIT [5 MAX.UNIT LEN- $1 / MAX.UNIT HEIGHT HEIGHT JL^ HEIGHT PER s TABLES1&2 T. PER TABLES 1&2 PER TABLES 1&2 fo 5-PANEL CONFIGURATIONSm— 6-PANEL CONFIGURATIONS CORNER,TYP, MAX.UNIT WIDTH PRODUCT REVISED MAX.UNIT WIDTH ...0-pt . MthlhaFlorida suildfng eox. NOM.PANEL WIDTH NOM.PANEL WIDTH NDA-N.. 17-0420.07 PER TABLES 1&2 PER TABLES I&2 Nr—--i Expiration Bate 04(21/2021 -(B 1, -y MAX,UNIT ml I MAX.UNIT 14EIGHT ;I HEIGHT PER TABLES 1&2 PER TABLES 1&2 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL OLD WIDTH=NOM.PANEL WIDTH-8-9/16" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "0"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3/16" LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.Oxxx IN "P"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" (ITAY L POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" JAI 1 50 2)GO-&135-CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS JA41 J ROSOWSKI 70 PJUT REVIEWED BY THE AUTHORITY HAVING JURISDICTION. NO Ms. IAPI04/05/17 1070 TECHNOLOGY DR DETAIL LETTER copywaKrozolf r"TiNg"ISM ,INN, CHANGES THIS SHEET. 4)FORNOM.PANELWtDTH,SEETABLE81&2. - ALL MOWS,msmb ........ 6)MAX,ALLOWABLE FRAME SQUARE FOOTAGE=472.666 FT' SHEET NUMBER N.VENICE,FL 34276 111111111 (941)-480-1600 SGD-547 20F21 MD-54700 A A.LYNN.,,,LER PA. Cent.cFAIM-IQ— 0111 NTS; RE grou, -_. . ..........._N.._..-_.... DETAIL Al � - �._ DETAILBI METAL TYP.,SEE ANCHOR THRU 1X WOOD I ASTRAGAL I DETAIL 01 DETAIL DI NOTE 4,SHEET-1;-MINOF 3 INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREAps BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT -------.----..- -.._.-...__.__•-w... FRAME WIDTH 114"MAX. REQUIRED IF DOOR �I �T TYP.ANCHOR TYPE, f HEIGHT IS OVER 00" 21 19 9q Nuc ze"O,C. e1 I} EMBEDMENTAND zz EDGE, EDGE DISTANCE PER , SUBSTRATE,SEE i% rt �� DISTANCE TABLE A,SHEET i& Q so q `� NOTE 3,BELOW - DAYLIGHT to INTERIOR —OPENING 25 -. _ zr o ae 9 WIDTH T , EMBEDMENT EDGE a /"• ,. (4)THRU KEEPER E MAX 06 EDGE DISTANCE j -7 26 O 26 { 02 9.6"O.C.,SEE SHEET 19 94 { I 2G 26 E fl OR SEE NOTE 6, DISTANCE SE6 NOTE 6, C7 27 O 76 114"MAX, '-•-�'-I - ' THIS SHEET THIS SHEET IX OR 2X WOOD { SEE NorE e, ANCHOR / �� BUCKSTRIP,SEE SEE NOTE 8,THIS 6H 29 s2 — THIS SHEET EMBEDMENT EET NOTE 3,SHEET 1 L_-_-_,-J t!5 X 314"SMS REINFORCEMENT SCREW;7 TYP_ANCHOR TYPE, PLATE j/J HORIZONTAL SECTION(XXX SHOWN) `� sa PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENTAND 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION DETAIL D2 DETAIL B2 DETAIL G2 X TABLE A,SHEET 1& INTO MASONRY ASTRAGAL DETAIL A2 INTERLOCK "�� NOTE 3,BELOW 2X WOOD BUCKSTRIP OR IMtl�1 r✓OOD FACING INr- REaurREatFDOOR EMBEDMENT FRAMING,SEE ANCHOR s9 DAYLIGHT 21 91 HEIGHT IS OVER 96" 1/4"MAX -I r Q '^ NOTE 3,SHEET 1 0 OPENING PRODUCT REVISED 22 INTERIOR { WIDTH EDGE ( { aanatnvcoa with the Florida P 1 DISTANCE I NOq_Ns• 17-042D.07 TYP.ANCHOR TYPE, TJ SEE NOTE 6,THIS SHEET 7 EMBEDMENTAND 2B R 27 20 R 2G � I ! Exvlration Date 04/21/2021 EDGE DISTANCE PER �7 93 23 6 \ TYP.ANCHOR TYPE, { I IS Mlam-Da r vro uc cont of SUBSTRATE,SEE utt `-EMBEDMENTAND p q TABLE A,SHEET 1& 9 31 0 = p ` EDGE DISTANCE { ® ! NOTE 3,BELOW am PER SUBSTRATE, SEE TABLE A,SHEET d EDGE °d] C7 1&NOTE 3,BELOW DISTANCE 96(4)THRU KEEPER p MAX _ I {EXTERIOR { I 316"O.C.,SEE SHEET 10 f n- 1/4"MAX -- PANEL WIDTHCONCRETE/CMU PER ASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOR OR o " NOTES ANCHORS,SEE EXTERIOR DIRECTION. �� JAI.LYNN 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENrnPEs(SEE NOTE 6,THIS SHE DETAIL SHEET 19 ALL PARTS IDENTICAL. `�y'� �'.1cEn/SF �`�! �. 2)REFER TO ANCHOR NOTES,SHEET 1, Q r' FORALL LOCKS7ILES, `• - '•'� 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED yH No,58785 z9 VINYL SLIDING GLASS DOOR NOA(NI) 50/05115 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND -� 4)CONTINUOUS ANCHOR PLATE,ITEM t18,IS REQUIRED AT ALL HORIZONTAL RAB.S - = Q FRAME ANCHOR LOCATIONS. , INSTALLATION,HORIZONTAL X-SECT.114IlJ ROSOWSKI �70� 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON FOR ca Rr9HT029s7 POT INDUSTRIES.lHc NO CHANGES THIS SHEET. 04/05/17 L` `• <tlRiDr.•' 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS zr za ALL RIGHTS RESERVED REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DR S �i��aNAL a 711I11Iltttt THE EXTRUSION.REFER TOTEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 (941)480-1680 SGD"5470NTSJ]j 3 OF 21 °$ MD-5d70.0 $ A 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD A.LYNN MILLER,P.E. __�,_.�� r.,`.•--_. _�_-_ CE OF A 9208 RE.4 56705 I DETAIL El TYP.ANCHON TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY DADE APPROVED MULLION,FBG AND EDGE DISTANCE PER INTO tNrrO MASONRY INTO METAL FIX—BUqKSTRIP j SUBSTRATE,SEE TABLE A.SHEET COMPLIANT ALUMINUM/STEEL I&NOTE 3,THIS SHEET 2X WOOD BUCKSTRfP OR Typ ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR CONCRETEICMU PER 80 VERTICAL OR HORIZONTAL, CONCRETE/CMU EDGE NOTE 3,SHEET I AND EDGE DISTANCE PER '�-ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE - SUBSTRATE,SEE TABLE A,SHEET EDGE TABLE A,SHEET I REQUIREMENT F i EDGE I&NOTE 3,THIS SHEET DISTANCE DISTANCE EDGE DISTANCE EMBEDMENT EDGE S TABLE VERTICAL R U TI S C SUBSTRATE 0 T R E I EE RA I ABLE A SHEET EMBED 00 DISTANCE MENT EMBEDMENT EMBEDMENT 114 114"MAX F 114-MAXW� 1/4"MAX. 1/4"MAX, 114"MAX. Ix OR'. OD BUCKSTRIP SEE T B 'M rTaYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND t as 0 ANCHOR NOTE 3, I T ,.r -\Z1 EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE 7 SHEETI TABLE A,SHEET i&NOTE 3,THIS SHEET TABLE A,SHEET I&NOTE 3,THIS SHEET NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LOOKSTILE3, 2)REFER TO ANCHOR NOTES,SHEET 1. ASRAL% FIXETD SGATILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, DLO WIDTH=NOM.PANEL WIDTH-B-9/1 6" AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES I&2. IIORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT-DOOR HEIGHT-2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED SEE -�b HEIGHT SILL RISER ..C..Pvyl� lh.rl-ld. HEIGHT HEIGHT p NOTE s. EXACT DIMENSIONS. 7HIS SHEET VARIES WITH Building co e REQUIRED NOA-N.. 17-0420.07 POSITIVE Expiration o.t.0412112021 I DESIGN .390— 1 I 02 PRESSURE, SEE SHEETS 7&8. .390---1 V--- 2.947 L 25 OR 390 2.370 4.041 i/4"MAX. 33 42 #42 SHOWN -623 7 3 1464 I ft43-45 ALSO APPLY . 1.117 L GROUTAS 9 1.917 L NEEDED,SEE __ .0 .06 13 nm .06 e ANCHOR NOTE I _i 5,SHEET 1 2 12 F-1 2-ILL .000--4- 1/4"MAX, SILL HEIGHT SILL RISER SILL RISER a SILL RISER s SILL RISER H @(i-- — z "TOTAL Y Ly L I/FTOTAL (43(3-1/Z'TOTAL (4-1/16 (4-518"TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EMBEDMENT EDGE No,56 705 EMBED- DISTANCE VINYL SLIDING GLASS DOOR NOA(NI) 10/05/16 MENT I-F C,E-;z a� J ROS I j� Os EDGE ANCHOR TYPE, TYP.ANCHOR TYPE, ED TYP INSTALLATION,VERTICAL X-SECT. STI I DISTANCE— EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE VOPYRIGHro2oll rcTmnusmlEs,ixc. NO CHANGES THIS SHEET. 04/05/17 &. ....... ALL RIMITS RESEnV90 '/l,"ONAL etl" CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, 1", N 0 TECHNOLOGY DR PERANCHOR SEETABLEA, SEE TABLE A, RET:I�LJFI SHEET I&NOTE 3 N.VENICE,FL 34275 A.LYOFA .+Rexa6 PN.P.MILLER.P.E. THIS SHEET INTO w00D THIS SHEET GD-547011 NTS 40F21 MD-5470.0 1491A 7 60705 REQUIREMENT SHEET I&NOTE 3, (94 -480-1600 JERT!) t I i 2 . 71 INTERIOR 35 71 1B 4 THRU KEEPER 2 45 R ZG INTERIOR2G OR 29 88 B8(4MAX 3,5'O.C., 37 96 MAX 19.6'O.C. INTERIOR 33 SEE SHEET 19 39 S9 1 _ INTERIOR DETAIL H2 p )THRU KEEPER Q MAX E E 0 {� a0• coo a.5.O.G.,SEE SHEET 19 �`_ — a OVT51D6 CORNER u DED qp (} 38 90° /\ QOeB U 39 INTERIOR �❑ 26 OR ZB 1 94 MAX 19.6"O.C. EXTERIOR EXTnrRIOR 26 OR(20 135° 80° 39 q DETAIL G1 AI � DETAIL H1 33 ]Q� MAX 18.6*O.C.94 _ IN91DE CORNER �R INSIDE CORNER 40 d E%7{-E��FTI�R TERI d1 (4)THRU KEEPER pp EM moR / }—I 89 0MAX 3.6-OZ., fl SEE SHEET 19 V to ��"7UaJVJL,m.IC-".I PRODUCT REVISED as comp!yi»gg with Lha Florida DuDdinD Code NOA-No. 17-0420.07 135° 4 Expiration Dat.0412112021 INTERIOR Dy act Cort ro NOTES q — o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. — LLLlll 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR zs 0 2s ..tt X QQ® QUANTITIES,SEE TABLES 1&2. STT +++r 33 38 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, ti��'�O�SY LYIy,,V as — DEPENDING ON CONFIGURATION. MAX 1800.0.99 1B gB @ VINYL SLIDING GLASS DOOR NOA(NI) 10/05115 * N0'50745 (4)THRU KEEPER MAX '"Be E — — 3. O.C.,SEE SHEET 19 �xTO F+I� 6' DETAIL G2 115CORNERASTRAGAL HORI2.X-SECT. .- J ROSOWSKI '33 jQ( 139. RT. 1�E O �� OUTSIDE CORNER COPYRiGe+Taxo17 PGT INA93TRrEs.tNo, NO CHANGES THIS 04/05/17 SHEET. a� %/�S+ �cRIOP �' � 1 ALL RIGHTS RESERYE4 // lC 1 1070 TECHNOLOGY DR N.VENICE,FL 34275 E4AT1800 SGD-5470 50F2MD-5470.0 § A A.LYNN P.E0T,0FVH2P.E.#68706 � I � DETAIL 11 DETAIL 12 OPTIONAL NOW INTO MASONRY STRUCTURAL IrTro binsoNRY ANCHORS FOR t /� CONCRETEICMU INTERIOR POCKET INTERIOR 21 2z TYP.ANCHOR TYPE,EMBEDMENT EDGE PER ANCHOR JAMB e1 DISTANCE, ,. REQUIREMENT as 20 R& AND EDGE DISTANCE PER 'r I rlI SEE FIG 1, O SUBSTRATE,SEE TABLE A, FIGURE 1,INTERLOCKS AT POCKETS: INTERIOR POCKETS MUST p i mis sHEEr SQ SHEET 1&NOTE 3,BELOW INCLUDE ANON-STRUCTURAL, (� o �� �•• '. FRAME JAMB TO REDUCE THE `' 10 ' FOR DOOR HEIGHTS 9B"AND LESS: I POSSIBILITY OF WATER OPT. �1 q INFILTRATION. _ ANCHOR ` 1/4"4"MAX. EMBEDMENT 10 n i7 OPT. .•^ 4.. 1T OPT. POCKET BY OTHERS,SEE NOTE 6 BELOW. d EMBED,I. '' • MEAT" .. Rim [� + + '`. , OPT. (� 114"MAX. FOR DOOR HEIGHTS OVER 96" 'i •' ANCHOR to 97 MAX.O.C. 9EE Flo T r� TYP.ANCHOR TYPE,EMBEDMENT CONCRETE/CMU a+ �3 ao EXTERIOR THIS SHEET AND EDGE DISTANCE PE L EDGE PER ANCHOR &R 27 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP„SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO EDGE 2X WOOD BUCKSTRIP OR THE METAL SUBSTRATE PRODUCT REVISED DISTANCE FRAMING,SEE ANCHOR as compiytng with the Florlda EDGE NOTE 3,SHEET 1 B.11,11.9 Cede DISTANCE OPT.ANCHOR NDA-Ne. 17-0420.07 DETAIL 13 OPT.ANCHOR Eaplratlae Date 04/21/2021 INTO METAL EMBEDMENT }T OPT. 1T OPT', Mianl-Da Pro uct Control EMBEDMENT 1 J4„ {� DETAIL 14 114"MAX. EKIMMo q a _ MAX. °Q INTOW000 (� 10IJ SEE Flfl 1, SEE FID 1, THIS SHEET mISSHEET 8D 29 2T EXTERIOR 21 91 V \111 7711 ; EXTERIOR POCKET ,\ �pNY IY�rN EXTERIOR POCKET �4s�. 1 NOTES ODETAtLS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(NI) 14105!15 OM0'587(x' 3 P-HOOK EXAMPLES,HORIZ.X-SECT. ,k J ROSOWSKI = )REFER TO ANCHOR NOTES,SHEET 1. [IL 1 70 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&z. ® �p�,•. s� � J�•:.��c�Y 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. F+ COPYRIOHT02O17 POTNDUSIRIes,IN0. NO CHANGES THIS SHEET. 04/05/17 ��fi F<ORIbA•, 6)INTERIOR OR EXTERIOR ROCKETS APPLICABLE FOR ALL INSTALLATION METHODS, ALL R1GHT9 RESERVEo 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DR AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 (9 41}460-1640JAI A.LYNN MILLER,P,E. cERT.DFA 92009 SGD-5470 NTS 6 OF 21 MD-5470.0 A P.9.#507M I I TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all appm%ed configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table thr: Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforcement#29 80" 84- 961, SHEET I FOR COMPLETE ANCHOR LIMITATIONS. Lockable Reinforcement#25 or#26 66-15116"DLO Height 72-16116"OLD Height 84-15116'DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES,ADDITIONALLY,THE Bid.Interlook ReInIbroement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A 1 8 1 =D A B:1=5 -1 CONSIDERED,SEE TABLE B1,THIS SHEET, Wa—Ign Pressure +127.1/-127.f paf +1201420pst +102.91-102.8psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19 if8" HeadfS111 C6+1 C3+11(33+1 03+1 0541 103+1103+1 03+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT V24"24" DLO MIDSPAN OF PANEL). Width Jamb 5 5 6 5 TOTAL#OF ANCHORS THROUGH THE JAMB. 7 P-hooX 7 7 1 T T 1 7 1 T 7 8 8 8 a Design pressure +100.3/-106.3 psi +100.21400.2psf +86.3/-86.3 psr THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 254/8" PERPENDICULAR TO THE GLASS. Headi'sill C5+1 C3+1 C3+1 1 C3+1 C6+1 C3+1C3+1 C3 C5+1103+1 C3+1 C3+1 30, DLO Width Jamb 6 6 e 1 5 5 5 E5 5 6 1 5 FFJ -7 8 a I P-hook 7 7 7 1 7 7 7 1 T Design Pressure +92.91-92.9pst . +67,31.-873ps( +73,01-73.6psF Head(SIII C5+j C3+1 C3+11 C3+1 C5+1 I C3+1103+1 1 C3+1 C5+1 C3+1 03+1 C341 CL 36" DLO — Width P-hook T Jamb 5 6 a 5 5 1 6 5 6 5 6 5 1 7' T 1—7 8 11 a 11 a B 7 7 1 7 T 71 Design Pressure +78.41-78.4 pet +78.41-76.4pst +05.01-65.6psf 37-118" Head/Sill c6+21 c3+11D C3+1G5+21 C3+ +1 C6+1 C3+1 C3+1 C3+1 TABLE Bl: 42' LO — C+' TETI�03 Width Jamb 5 5 5 6 a Water-I-ImIted FIG 1: P-hook 7 7 7 7 a 8 8 6 (+)Design Pressura OH LENGTH Design Pressure +601-60psf 4+601-60psf +601-60psf Sill Nom.Sill P 3.1.1 /—\C3+1 Mn I'D 43-1/8' —Heed/SIII +1 C5+2 C3+1 03- C3Pi Riser Nom. Allowed DOOR ASSEMBLIES 48" 01-0 — — 11111" INSTALLED WHERE THE PRODUCT REVISED Jamb 5 5 6 6 5 6 5 5 6 6 1 6 1 6 1-11/16" Width 7 So Note 2 OVERHANG(OH)LENGTH 15 0.rnpjZi.9 with tb.FI-Id. 7 7 7 1 7 f 7 8 42 LU EQUAL TO OR GREATER THAN P-hoc 2-112' +38.7 psf X BuIldirig d. 43 3-112" +60.0 PSf 0 THE OVERHANG HEIGHT IS NOA-No. 17-0420.07 USED IN EXAMPLE ON SHEET 9 44 4-1116" +60.0 Psf EXEMPTED FROM WATER Expl-0—D.t.0412112021 45 4-518" +100.0 psf — INFILTRATION RESISTANCE. sp DLO WIDTH=NOM,PANEL WIDTH-8-9116" DLO =DOOR - " PANELHEIGHT HEIGHT=DOORHEIGHT HEIGHT-11-1/162-112" 014y.LYN.V ..... ..... No.587,05 TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(NI) 10106/15 S;0C TS RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL 1)IF WATER INFILTRATION RESISTANCE IS R5QUIRED,THE LESSER VALUES OF EITHER TABLE DP ANCHOR QUANTITY TABLE J ROSO KI -'U0 AND TABLE BI DETERMINES THE WATER LIMITED(+)DP 2)IF WATER INFILTRATION RE 4/ 5117 RISER IS NOT REQUIRED.IF SO,+DrS SHOWN IN TABLE I MAY BE USED, COPYRIGHTD2017 TINDUSTRIPSJNG. NO CHANGES THIS SHEET. A LL RtaWS RESERVED 0 ONAL 3)SEE SILL RISER TYPES ON SHEET 4. 107 TECHNOLOGY DR 1"' 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. N.VENICE,FIL 34275 A.LYNN MILLER.P.C. 6)REFERTO ANCHOR NOTES,SHEET 1. (941)-480-1800 IfSGD-r)470 M 5470.0 A 0)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING CER NTS 7 OF 21 TABLE 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 table flor. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal ReInfdroement#29 80" 96" 108* 120" SHEET I FOR COMPLETE ANCHOR LIMITATIONS, Lockstile Reinforcement#25 60-15116"OLD Height 72-16!16"DLO Height 84-16/16"DLO Height 96-15116"OLD Height 108-15/16"DLO Height THE MAXIMUM DIP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinforcement#28 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE Dl`DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE TABLE B2,THIS SHEET. A 1 13 A 1 13 1 C I D A 1 13 1 C A 1 8 1 C D A I B I C I D ft F ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+11,3 ANCHORS 10766 ssure +169,41-169.4pst +1601-160psf +137.11-f37.fpsf +1201-130pst 1-10671-115.6psf I g"PG6+1 - CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT L HWdTIs lit C6+1 C5+l105+1 03+1 C6+IIC5+IIC5+1 03+1 05+1 G6+11 G6+1 C3+i C5+1 CS+IIC5+iIC3+1 C5+1 105+1 105+1 1 cav t MIDSPAN OF PANEL). 24' DLO 5 5 1 a 6 a 6 11 5 7 Width Jamb 6 1 5 7 1 6 1 6 5 7 n 5 TOTAL ft OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 1 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 1 a, THE 0 OF ANCHORS REQUIRED THROUGH THE P-HOOK, Dosign Pressure +141.6/-141.8 psf +133.61-133.6psr +f13.0/-113'8p's( +.99.11-107.4pst +87.61-95,1 psf PERPENDICULAR TO THE GLASS. 25-1/8" Headrsill C5+2lc5+1IC5+IIC3+1 C6+1 C5+1 C5+11 C3+1 C5+11 C5+1 C5+1 C3+1 C5+1 CS+IIC6+1103+1 C*+1105+1105+11C3+I 30" DLO Width iamb s 6 7 1 a 5 5 7 1 5 . 5 1 5 7 5 6 9 1 8 1 6 6 6 8 6 P-hook 7 7 7 1 7 7 7 7 1 7 Mal a 9 1 9 1 9 1 9 10 10 10 10 Design Pressure +123.91423.9pst +ff&41-fiM4psf +98.61-98.5psf +85.31-924 psf +75.31-61.6 psf FIG 1: 30" DILO, Head/SIII C5+2 C541 05+2 03+1 G5+2 05+1 C5+2 C3+1. C5+2jCs+1jCr'+1jC3+1 C I Cs+1 C5+1 C3+1 Cs+-11Cs+1je"5+1jC3+1 OH LENGTH Width Jamb 5 1 s 7 r, r, 1 6 7 —5 6 1 5 1 7 1 6 6 1 6 6 1 6- 6 6 8 6 7 —7 DOOR ASSEMBLIES 9 9 P-hcOR 717 T 7 j 8 1 a R iW� Design Pressure +104.51-104.5 psf +104.51-104.5 psf +87.61-87.8 psf +76.71.62 psf +66.61-72 psf INSTALLED WHERE THE 4.2 C3+2 C5+2 C3+11 C6i+2 C5+2 1 C,9+21 C3+11 C5+2 1 C5+1 1 C54-2 1 C3+1 05+2 C5+1 I C6+1 I C5+1 Ca+ T EQUAL TO OR GREATER THAN 37-1/8' HeadIS111 C6 Fu OVERHANG(OH)LENGTH IS Cs+1 105+2 C3+1 4T DLO ti Width Jamb 5- 5 7 5 5 6 1 5 7 1 5 6 1 6 1 —6 a 6 THE OVERHANG HEIGHT IS P-hook 7 7 7 7 7 1 7 1 7 1 7 8 1 8 B 1 8 9 9 1 g 9 10 IG 1 10 10 0 EXEMPTED FROM WATER Design Pressure +80/.60 PSI I +801-80psr +80/-Bops! +601-65 pst +60/-65PS( INFILTRATION RESISTANCE. Z Head/sIll C5+2 C3+2 G5+ C5+21 G3+21 +1 C5+2 05+21 C6+2103+1 65+21 C3+11 G5+2 4W DLO TE 1 Jamb 5 6 7 15 1 6 F-7T—6 PRODUCT REVISED Width P P-hook 7 7 8 8 9 1 9 1 9 1 9 10 10 1 10 in TA13LE B2: as C.,aplying with the Florida Water-Limited Building Code Design Pressure +74.1/-74.1 psf +74.1l-74.1psf +63.81-63.8psf HOA-N.. 17-0420.07 49-1/8' Design Pressure Head/Sill C6+2lC3+2lC3+2iC3+i C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 03+11 541 01-0 Jamb — 5 1 5 1 6 5 s 1 6 1 6 6 5 5 6 1 5 Sill Nom.Bill Max.(+)DP E.PI-11c.out.04121/2021 Width Riser Height Allowed By P-hoop 7 1 7 1 7 1_7 7 1 7 7 7 8 8 8 1 8 101-1- Product Contra Design pressure +601-60pst +601-60psf - +601-60psf Not available in these sizes. firne, 711116. See Note 2 65-1/8" He2d/SjII C3+2 C3+2 C3+2 C3+11 +2103+21 C3+21 C3+11 C5+2 03+2 05+2 F03—+1 42 2-112" +38.7 psf 60' DLO Width Jamb 5 s 1 5 &- s s 6 6 s 5 6 1 5 43 /2" +60.0 psf P-hook T 7 1 T 7 77 T 7 8 8 8 8 44 4-11161 +80.0 psf 1 1 7-- 1 . 45 4410" I +100.0 psf DLO WIDTH=MOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/16" PANEL HEIGHT=DOOR HEIGHT-2-1/2" 0 01AY LYNflV i. TABLE NOTES: JAI 10/06115 A VINYL SLIDING GLASS DOOR NOA(NI) 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 gg DIP&ANCHOR QUANTITY TABLE 4� J ROSOWSKI SA 0 AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. TABLE MJOSOWSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL R1. RISER IS NOT REQUIRED,IF SO,+DPS SHOWN IN TABLE 2 MAY BE USED. COPYF ves,wo. NO CHANGES THIS SHEET. 04/05/17 61 DRIDP' 3)SEE SILL RISER TYPES ON SHEET 4. ZOAtA'L' V`V 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 5)REFER TO ANCHOR MOTES,SHEET 1. N.VENICE,FL 34275 F I A.LNP1.t,4 MILLER P.E. 6)SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING (941)-48CI-1 600 r]SGD-54701]1 NTS 1�1 8 OF 21 MD-5470�0 91 A CERT.OF A117 i.R�fi368 iF__ I EXAMPLE: Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED INTERIOR L, CENTERLINE CENTERLINE INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, HEAD SPLICE ----� f(I, SEE FIGURE ORMABELOW FOR ADDITIONAL INTERIOR POCKETS S" OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, _Cr-N7ERLINE CENTERLINE CENTERLINE PROJECT DESIGN PRESSURE REQUIRED:+d8.2l--58.8 PSF MAX. OFPANEL i OF PANEL 2 OF PANEL 3 POCKETBY OTHERS,SEE NOTE S, SHEETS ANCHORAGE, `+2-ANCHORAOE, S" AX ANCHORAGE 12 42"ANCHORAGE, MAX, SNEETI2 .C3'CLUSTER, "03"CLUSTER, SHEET 12 SHEET 12 SHEET 12 END ANCHORAGE EXTERIOR SEE POCKET JAMS (MIN.1 ANCHOR) ID SPLICE NOTE! INSTALLATION ON HEAD ANCHORAGE DETAILS OFT.ANCHOR EXTERIOR NON-STRUCTURAL ANCHORS MAY SHEETS PXXX(3-TRACK, 70 AID IN BE ADDED IN-FIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WHHiN A POCKET. SILL SPLICE INTERIOR CENTERLA'a CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OFINTERLOCKOF INTERLOCK ANCHOR INFORMATION. S" CENTERUNE CENTERLINE CENTERLINE MAX. OFPANELI OF PANEL OF PANEL POCKETSY"REQUIRED EXTERIOR INTERIOR OTHERS,SENOTE 6,SHEETS "+2" +2ANCHORAGE, —ORAGE, SHEETit -+2"ANCHORAGE, MAXHEET11 -C3"CLUSTER, "C3"CLUSTER, SHEET11MAX 21,6' SHEETll SHEET 11 END ANCHORAGEEXTERIOR AX REDSEE POCKET JAMS (MIN.1 ANCHOR) MORPOINSTALLATION SILL ANCHORAGE DETAILS D.C. ID C, INTERIOR POCKETS SHEET6 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES i&2 PXXX(3-TRACK) PRODUCT g REVISED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Su ding codeWith the Florida +48.21-58.8 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THENDA-No. 17-0420.07 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN _DISTANCE TO NEXT CLUSTER Expiration Date 412112021 PRESSURE REQUIREMENTS. TO BE 26-are"O.C.OR LESS / FOR WOOD INSTALLATION USING ANY eadl5111 C3+2 I v�nm�ona/ roduc!Control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 2)ANCHOR LOCATION DETAILS,CAN 8E FOUND ON: I 0"MAX HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT —CENTERLINE OF END PANEL 6'MAX- THE INTERLOCK/ASTRAGAL. FOR SILL SHOWN AND HEAD,ANCHORS AT THE OPT.ANCHOR (SHOWN) 70 Alb IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-NOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-318",OTHERWISE ANCHORS ARE NOT REQUIRED AS ,``11 o.NY LY/y � ........!V ANCHORAGE ANCHORAGE THE INTERLOCKlASTRAGAL. PER THE FIGURE ABOVE: DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE "t , MIDSPAN OF EACH PANEL. _�xl No.58705 JAMB:6 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(NI) R 10/05/15 _ =I FOR PRODUCT REFERENCES ALSO SEE: p-HOOK,7 ANCHORS,SHEET 13 FOR GENERAL -- ' A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE0 J ROSOWSKI �� '• « LOCATIONS OF CROSS DRAWINGS. �'•. STa B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN coavraoHrmwlT PGTIN�Ulms.Mo. a NO CHANGES THIS SHEET. 04/05117 OR 8) D)SHEET 17 SHEETS 4&0R ALLOWABLE PANEL TYPES AND 18 FOR EXTRUSION CROSS-SECTIONALL NAMES.DRAWINGS. BE FOUND L:S 1070 TECHNOLOGY DR ALL nIGHTS RESERVED ''i 11,11, L N "` E) HEAD&SILL:SHEET d N.VENICE,FL 34275 I t 1 l(i I l i }SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEETB (941)-480-1600 SGD-5470 NTS 8OF21 *� MD-5470.0 �� A A.LYNN MILLER,P.E. BERT OF AUTH.P20200 4i o P.E.650705 ((� 1 I SILICONE HOT .LT BUTYL STRUCTURAL STRVCTURAL SILICONE POLYISOBUTYLENE 1!4"NOM. FOAM �/--3116"NOF,i. WITH DESICCANT WITH DESICCANT i-1116"NOM. ERT.GLASS EXT.GLASS 3116'T GLASS 7E 76 11!16"AIR SPACE ~ TT 78 3716"7 GLASS PAINTED/ INT.GLASS tNT.GLASS82 OR 83 UhMINATED SURFACE E ER R \ TS KODISPAGE 76 SUPER a- '4SG TPS SPACER@'NXTT7" GLAZED IF 682-7 3ISIOR- 4(�f I 7)8 NOM. TOWARDS THE EXTERIOR. GLASS INTERIOR T PRODU'IF N82.83 ICT OR ( F TO TOWARDS THE INTERIOR. ALUMINUM e0 REINFORCEMENT POLYIM !INT, NT FILL AREA BUTYLENE 6718"NOM, x116"NOM. SEAL GLASS DETAIL BUTYL& LICONE SEAL DESICCANT ROLL-FORMED PRODUCT REVISED FOAM STAINLESS STEEL as complying wtth the Flvrlda NOTES; BWidtng Code W.GLASS 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. NDA-No. 17-0420.07 OCT.GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. exptreff—0.1 0 4121/2021 INT.GLASS "T"=TEMPERED Miami-b��Pro—auTconi of LASS , 77 DURASEALO 7e XL EDGE"' a SPACER QSPACER �1p14Y LYNN''!,, No.59705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = GLAZING DETAILS jahl J ROSOWSKI IL v w R . STA a .'[<r: COPYRIGHre2017 PGTI Dusmes.INO z NO CHANGES THIS SHEET. a 04/05/17 '�Lj'' •'F�DRtDA,,-' -\�� ALL RIGHTS RESERVED 1070 TECHNOLOGY DR ''lPNAorl�IE;,r`` N.VENICE,FL 34275 (941}490-1900A.LYNN MILLER.P.E. —• cER,o7 nurn.msne SGD-Sd70 NTS 100E 21 MD-5470.0 A p,E.N 68705 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL- PANEL_ INTERLOCK-- INTERLOCK-- PANEL CENTERLINE CENTERLINE CENTERLINE -4" CENTERLINE 4" CEMERLINE� 4" 4" _ o o EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXT�ER�IO 2-TRACK CLUSTER'C3" 2-TRACK CLUSTER"Ce" 1J 2-TRACK INTERMEDIATE 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 PANELPANEL CENTERUNE " CENTERLINE 4" CENTERLINE 4" CENTERLINE_ CENTERLINE— 4" —. EXTERIOR -P-s 3.22" EXTEE!'TRIOR 3.22" EXTER O EXT(E''1RIgA 3.22" EXTjjE''R�LIO •-;-+ 3.22" XTRACK CLUSTER'C3• V 3-TRACK CLUSTER'C5' � 3-TRACK INTERMEDIATE V 3-TRACK INTERMEDIATE "\j 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+i'ANCHOR LOCATION +2"ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK— INTERLOCK— i CENTERLINE CENTERLINE-' CENTERLINE—CENTERLINE 4" CENTERLINE 4" 4' =3 i o 0 EXTTEE7RyIOR 3.22R EXTERIOR 3.22" EXT�FE'7AyIq EXT�ERIOR EXTTEER}IOR - •�-3,22" v 4-TRACK CLUSTER 4-TRACH CLUSTER 4•TRACK INTERMEDIATE V 4-TRACK INTERMEDIATE `� 4-TRACK INTERMEDIATE 'CrCHOR LOCATIONS 'C6'ANCHOR LOCATIONS '+i'ANCHOR LOCATION '+2^ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS 3" NOTES. FIGURES PERTAIN TO THE FOLLOWING 5ILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: UtTERMEMATEANCKOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACKT .375" DISTANCE!S 2.375" 2)TRACK-Td-TRACK FOR ALL SILLS! DISTANCE IS 2.376" W2.376" FOR ALL SILLS_ PRODUCT REVISED itLT1711111TtT�!'! as oompt Ing with the Pbrida NY LY Head/Sill 1 �,0-......... Building ode ,4 ,-, Jamb 5 NOA-No. 17-0420.07 � �_:' UCENT,. FIGURES PPRTAM TO THE FOLLOWING SILL ` �• cweTERANcBoatacAna85: P Dolt 7 'ExPlratlonDnto04/29/2021 ^yt.: NO.6870.5 •.T .--' VINYL SLIDING GLASS DOOR NOA(NI) 10/05M5 BY = - Miami-Da 4 Product Control �a . 'ANCHOR LOCATIONS A � J ROSOWSKI - q•, s a <v g (R .�l OR1DA U�nn`-'T. COPYRIGHT 02017 PGT INOUSTRMS,INC. a� NO CHANGES THIS SHEET. 04/05/17 s'/�N ALL RIGHTS RESERVED �I "f l l l eadlSl#I C3 t 1070 TECHNOLOGY DR ,� >g j Jamb 5 N.VENICE,FL 34275 --• A LYNN MILLER,P.E P-hook 7 (941)-480-1000 SCD-5470 NTS 11 QF 21 MD-6470.0 A P,E.a5B705 I cE o Aur.meze5 I! I i HEAD CLUSTER ANCHORS LAYOUT; HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL Oft ASTRAGAL OR PANEL PANEL_ INTERLOCK- 4" INTERLOCK-- 4" PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CEtTTE121.ME CENTERLINE - ",. EXTERIOR -322" EXTERIOR 3.22" EXTERIOR EXTE nRIOR 3.22" EXTERIOR3"22" 2-TRAGIC CLUSTEA'C3" tj 2-TRACK CLUSTER*CV �J 2-TRACK INTERMEDIATE V 2-TRAGI(INTERMEONTE 2-TRAGIC INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 'W ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL_ INTERLOCI(- INTERLOC4!' IG- PANEL CENTERLINE CENTERUNE 4" CENTERLINE 4„ CENTERLINECENTERLINE 4.75" ->--I 3,22" EXTERtdR EXTERIOR EXTERIOR EXTERIOR -�+ 3.22" EXTERIOR r-I 1 y 3-TRACK �7 _ AOI �rTy 1 3-TRACKCLUS7ER•C3' 3-TRACK ^inNCHOR LOCATION 2CHOR LOCTIONS 3'ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK- 4- INTERLOCK- 4" CENTERLINE^ CENTERLINE CENTERLINE 4' CENTERLINE CENTERLINE EXTERIOR 3.22" EXTERIOR -� 3.22" EXTEtitOft EXTERIOR EXTERIOR '^--3• 2' n_ -"-' SERI d-TRACK � 4-TRACK INTERMEDIATE""2" 4TRACK INTERMEDATE-* 17 MTRACI(CLUSTER `� 4-TRACK CLUSTER *+}'ANCHORRMEDI TE ANCHOR LOCATIONS ANCHOR LOCATIONS "C3'ANCHOR LOCATIONS "CS'ANCHOR LOCATIONS NOTES: FIGURES PERTARITOTHErOLLOWMOREAD 1}ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, INTERMEDIATE ANCHOR LOCATIONS: NOTES: 2}TRACK-TO-TRACE{ 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" V 5" In FOR ALL HEADS: PRODUCT 9 REVISED theorida ��` iyvlLylVr��''', Haad/spl 1 3utlding Godo N Jamb 5 Non-xo. 17-0420.07 ;1�••' L,icENyF /�{ ;, FIGURES AERTATO EfGL OY,-NG NEM P-hoGl( 7 CLUSTER ANCHOR LOCA'SIONa: Expired..Date 04/2112021 No,50745 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 gY�i Mtam-OR mde.l Cpptrdl j ANCHOR LOCATION�13 �� J ROSOWSI<I ;OsrA E NO CHANGES THIS S 04/05/17 ii,S/ }{BHajISIII 1 ALL RIGHTS RESERVED A �NAL. JarRU 5 1070 TECHNOLOGY DRg N.VENICE,FL 342754 A.LYNN MILLER.R.E. P-hook 7 (841)-480-1804 SGD-5474 NTS � 12 OF 21 $ MD-5470.0 $ A P.E.nEe7oa } CERT.OF u ----- k I I P-HOOK ANCHORS LAYOUT; JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO 11IFFOLLOWING JAMS ANCHOR LOCATIONS: I 2.376" ^ ( °— 4.75" 7.125" UAW 6" MAX. Head/Sitl �1 21.6" EXTERIOR 21.6" 21.6" Jamb 5 MAX. MAX. MAX. P•hook 7 O.C. E3tT.—.�_RroR O.C. ' ExiE,R`Io�2 O.C. OPT.ANCHOR - ✓ TO AID IN ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY 6" 8" 6" BE LOCATED IN ANY ADJACENT TRACK MAX._ MAX, MAX. (SIMILAR TO THE 2-TRACK JAMB)AS �� ]�� REQUIRED TO MEET MIN.EDGE DISTANCE 1 2-TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD JAMB ANCHORSJRMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY -- BE TOWARD THE INTERIOR OR EXTERIOR. 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES ES PER END @ 1"X.600" PER END @ 1"X.500" PER END @ i"X500" I SILL SILL EXTERIOR SILL EXTERIOR EXTERIOR 6"MAX. (3)TRACK WEEP HOLES �+ EVERY 24"@ 1.126"X.180";� (0}TRACK WEEP HOLES (10)TRACK WEEP HOLES OPT,ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190'; EVERY 24"@ 1.126"X,190-; TO AID IN 24"@ 1,375"X.500" (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY 24"@ 1,3715"X.500" NOTES: 1)SEE TABLES 1&2FOR EXACT QUANTITY SILL WEEPHOLELAYOUT(2,3&4TRACKS) PRODUCT REVISED `'Itllllift, OF ANCHORS REQUIRED IN THE P-HOOK, sur d vgIIgl. with eba Kfortda `4�ti` yy LYNA, FIGURES PERTAIN TOTiiE FOLLOWOPO FOCRET JAMB NOA-No. o 17-0420.07 P.HOOK RNCHORLOCAT(ONS: Expiration Dat o 04/2112021 ^ 'rk No.58705 ' VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 By Mlami-pnc�e 'Foduel Conlro -'-u'Q .` S ANCHOR LOCATIONS C J ROSOWSK{ 57p �0�� COPYTtiGHT420f7 POTtNOUSTRfEa,IN, NO CHANGES THIS SHEET. , 04/05/17 ''Ft�a.OP.._-: HeadIsill Gail AIL RIOHT9 RESERVEtl ��\ Jamb 8 1070 TECHNOLOGY DR {iUll lttl i'-i1:d.•: 7 N.VENICE,FL 34276 (841)-480-1600 SGD-5470 NTS J UOF21 j MD-5470.0 A A.LYNN MILLER,P.E C O VTH 020 P.E.(l 60705 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: r FIGURES PERTAINTO THE ZU.oWrNG(RF CORNER SILL ANCHOR LOCATID!S:__ or- 4" 4" 4" 4" 4LI' 4!" 4j" L4"' L Jamb 3.22" EXTERIOR :RICR 2-TRACTS 00*COR FXTr OEIR 2--TRACK P-hook 7 .C4"ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 2-TRACK90*CORNER E RIOR EXTERIOR (USE WHERE"CTIS SPECIFIED) 2-TRACK 90*CORNER (USE WHERE-CS'IS SPECIFIED) 'C4'ANCHOR LOCATIONS' CS"ANCHOR LOCATIONS (USE WHERE-03-19 SPECIFIED) '07 (USE WHERE'rF IS SPECIFIED} 4" 4" PRODUCT REVISED 4- as Connplyl.q with the Ft-fd. Buildi.0 Cod. NCA-N.. 17-0420.07 F-Plmfl--Date 0412112021 4- 4" 4' 4" By EXTERIOR3.22" I-�3.22" 1. EXTERIOR 3-TRACK 90*CORNER 3-7 CK OW ER3-TRACK go*CORNER EXTERIOR 3�-TRACK 90"CORNER EXTERIOR ID .N*ANCHOR LOCATIONS 'C8"ANCHOR LOCATIONS (USE WHERE-C"C3"18 SPECIFIED) (USE WHERE'C6"18 SPECIFIED) CW ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS (USE WHERE'C3'15 SPECIFIED) (USE WHERECV IS SPECIFIED) 4" .... ... m No.68705 L4 4" 4" 4" 4�- -3.22" 4' 3.22" 4 CK 90'CORNERERIDR 4-TRACK 90*CORNER EXTERIOR EXTERI NE EXTERIOR 4t-MTRACK 901*CORNER — CnOR LOCATIONS C6'ANCHORLOCA-nONS 4-TRACK 10' 0 11 '4 Or -TRA N"ANCHOR �Lr CT ANCHOR LOD -C4 LOCATIONS ..'T (USE WHERE'Or IS SPECIFIED) (USE WHERE"05"16 SPECIMED) (USE WHERE-CT IS SPECIFIED) (USE WHERE-W IS S, A.LYNN MILLER,P.E. NOTES: P.12-9087DS FIGURES PERTAIN TOTHE FOLLOWING 0'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. WAD ANCHOR LGCATIOHS: 0 VINYL SLIDING GLASS DOOR NOA(NI) JAI 10105/16 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS.Hfi6dIS01 C3.i ANCHOR LOCATIONS D II&I i ROSOWSKI 3)TRACK-TO-TRACK COPYRI R7. mo. NO CHANGES THIS SHEET, 04105117 DISTANCE IS 2.375' 2.376" 2.375" ALLmOHrsRESERvtD DR FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY N.VENICE,FL 34275 (841)-480-1800SGD-5470 IF1470F,21 jjj MD-5470.0 A CERT.OF AUM#28296 HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135'CORNER CLUSTER ANCHORS LAYOUT: r*'GUR13PIR-TAf'll7O IE FOLLOWING 136-CORNER SILL ANCHOR LOCATIONS: ly% I, 4" 4" 4- V e4' 0 , RICIR EXTERIOR ml, 3.27 4" EXTERIOR jElX�TERIOR JiP-11001I 7 I-TRACK136*CORNER 2-TRACK 135*CORNER "04'ANCHOR LOCATIONS "CS"ANCHORLOCAIIONS 2-TRACK 1351 CORNER V 2-TRACK136'CORNER C4"ANC (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS-IS SPECIFIED) '(USE WHIR HOR LOCATIONS TW ANCHOR LOCATIONS E"C3'1$SPECIFIED) USE WHERE*C5'lS SPECIFIED) 9% 4" 4" 4" PRODUCT REVISED 4- 4- a. -fth the Florida BuIldIng 17-0420.07 NOA-No, Expiration Date 04/2112021 doM�RIOR43 E it R BY .3.22- 3.22° .15 MI-1-20-6 Product Cfttrol 3-TRAC(135-00RNER S-TRACK 135'CORNER , *ANCHOR LOCATIONS 'CS' LOCATIONS 3-TRACK 13V CORNER 34RACK 13Y CORNER G4 (USE WHERE'C3'16 SPECIFIED) *474"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE'C5-IS SPECIFIED) (USE WHERE-CT IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) 4" 4' 4" 4- \,"',)14Y LYN,,V D' 4- EXT I".. XTr APTEIL.1 4" 4" z NO-687oS WEIIII S E 4-TRAC 4-TRACK 136'CORNER K 135"COSTIER "C4"ANCHOR LOCATIONS "CO*ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS ANCHOR LOCATIONS 2r 4-TRACK 135-CORNER 4-TRACK 135'CORNER EXTERIOR I- I f. I � F ERIOR E2r ---4 3.2Z' (USE WHERE-C3-IS SPECIFIED) (USE WHERE-CW 16 SPECIFIED) (USE WHERE'C3"IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) I I 1 11QNA 10% A.LYNN MILLER,P.E. NOTES: FIGURES PERTAINTo ruEFou.mmo mvccRNm 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEW ANOVOR LOCATIONS: Al VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 135" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E fi J ROSOWSKI Jam S 3)TRACK-TO-TRACK J2. , GO" IlEsoxc. NO CHANGES THIS SHEET. JAM10 05/17 I P-hook 1 7 1 DISTANCE IS 2.375" F 2.375" t2.3761 N.VENICE,FL 34276 1491 FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR (941)-480-1000 CIF RT.OF AUTH. 29293 SGO-54701�j NTS 1� 16 OF 21 MD-6470-01911 A 0 HEAD SPLICE ANCHORS LAYOUT-0-INTERLOCK OR ASTRAGAL- SILL SPLICE ANCHORS LAYOUT(ft?INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO T115 FOUOWND SPLICED HILL ANCHOR LOCATIONS: SPLICE SPLICE SPLICE LOC11TICN SPDC 4" LOOATION 4" LOCATION —4 LOCATION 4" ' EXTERIOR 3.22" EXTERIOR —3.22" EXTERIOR EXTERIORlu tiaedt311f 1 'CA'ANCHOR LOCATIONS •CS'ANCHpR LOCATIONS CK SPLICE IG 2-7RACK SPLICE IG -TRACK SPLICE _I-1.. ANCHOR SPLICE `�mb 5 "CWHERr ANCHORLOCATIONS �J EWHE ETI LOCATIONS P-hOOk 7 (USE WI IERE"=Is SPECIFIED) (USE WHERE•C5'1S SPECIFIED} (USE WHERE"C3'IS SPECIFIED) {USE WHERE TIP IS SPECIFIED} SPLICE SPLICE LOCATIO 4.76" LOCATION 4" SPLICE SPLICE LOCATION 4" LOCATION 4" PRODUCT REVISED os C—Pty l.g with the Fl—lda EXTERIOR —4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR 4" Sullding Code `J\/L 3•TRACK SPLICE 3-TRACK SPLICE 3-TRACKSPLICE ,)-I. 3•TRACI<SPUCE �• •Ct'ANCHORLOCATIONS 1 'CS'ANCHOR LOCATIONS NOA-N o. 1T"0420.07 'C4'AN LOCATIONS v/ "C5"ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE"C3'IS SPECIFiEO) Ex f tion Date O4f,2"{(,Z0,2'S (USE WHERE"C3'IS SPECIFIED) (USE WHERE`C5"IS SPECIFIED} p ra By ' Mlam-D o Pro Pc Co ro SPLICE -4.75" SPLICE SPLICE SPLICE LOCATOR LOCATION 4�� LOCATION LOCATION 4„ EXTERIOR EXTERIOR �. �� pNY_CYN,y''�. 4" 3.22" EXTERIOR 3.22" EXTERIOR 3.22" ` `J 4-TRACKSPLICE '� q. '-TRACK SPLICE MTRACK SPLICE _ TRACK SPLICE 'CA"ANCIIOR LOCATIONS "CS'ANCHOR LOCATIONS 'CW ANCHOR'IS SPECIFIED) •GW ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE"C5"IS SPECIFIEU) (USE WHERE`03'IS SPECIREb} {USE WHERE-C6'I6 SPECIFIED) 68745 •D 2 :asa NOTES: ':,fiS fi<oRioA,.•`�;�,` S 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED- .>,IDAIAL •I0�0\ � FIGURES PERTANTO TNEFOLLOWINGSPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. NFAD ANCHORLOCA710119: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.gama 3)TRACK-TO-TRACK G VINYL SLIDING GLASS DOOR NOA(NI) JR1 10/06115 DISTANCE IS 2.375" 2.376" 2.375" FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F a� J ROSOWSKI QOFTRIGFi79301T PGrNOusTRIEs,IN.. NO CHANGI_S THIS SHEET. a 04/06/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RIo T SRESERVEo Head/Sill C3 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR , Jamb 5 N.VENICE,FL 34276 P-hooR 7 (941)-460-1600m SGD-5470 NTS11 16 OF 21 1 MD-5470.0 j 1:0 CERT OF Vltl.®zersa i j! i PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE 90* INSIDE 80* OUTSIDE 135- INSIDE 136- c DOUBLE ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL STILE ASTRAGAL ASTRAGAL NTERLOCK INTERLOCK INTERLOCK STILE NVINANDLE Box our BOX IN RECEIVER RECEIVER RECEIVER nEctivEn INTERIOR OR OUT INUBLE EXTERIOR GLAZED =aXI m LOCKSTILE INTERLOCK SINGLEPL TC 7V 7W LOCKSTILE ASTRAGAL INTERLOCK 9��= E F P K L TA OUT fwxcvo po"I SINGLE UEUS SINGLE SID INTERLOCK INTERLOCK INTERLOCK mc= 13 H P A C C SIC SA SV SW IN -- I DOUBLE LOCKSTILE I'm E S FC FD FV FW A INTERLOCK STACIE RR R % I'mom to m u ASTRAGAL LOCKSTILE W/HANDLE D i i 1. Duo --fox" DOUBLE ASTRAGAL 30�-- SINGLE DS INTERLOCK INTERLOCK SOX LR T U LL — f-oxam our Uj ASTRAGAL BOX IN N T U A LU CT CS CF RECEIVER z I R 00' AS rFtAGAL RECEIVERJ--,r-- AT AS DF PRODUCT REVISED OUT,135" as comp,yylng-Ith th.Florida ASTRAGAL VT VS VF NOA-Mo, o e 17-0420.07 RECEIVER IN.135, va e.pi-ti—o.t.04121/20 ASTRAGAL ws WF RECEIVER 13Y C."t?-f LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE"P'SHOWN. LYAfjV PANEL NOTES 1)SEE DPIANCHOR TABLES I&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. No.58706 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(NI) 111/0-6/15 NOT AVAILABLE. PANEL TYPES J ROSOWSKI 75 1 cl let =L 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANE CONFIGURATIONS IS 00 COPYRIG14T 6 2D 7 PGT INDUSTRIES,INC. J! NO CHANGES THIS SHEET, 04/or,/17 ALL RIGH FtESERVED A 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH 107UTECHNOLOGY TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. N.VENICE,FL 34275 S _ 0 A 0- 60 An A p LYNN MILLER.P.E. (941)A8 SGO 5470 NTS 17 OF 21 MD-5470.( 1 0 CERT.Or AUM.20296 640 291 061 C ' -IS '100 go 125 -650 1-.762 17'71 E� 1� E L -A 3011 @ INTERLOCK CAP, 2 1HL ILc imi -4 .062 .930 I.g28 100 FRAME SCREW F Iq 2 TRACK HEAD/JAMB 4 TRACK SILL (D COVER(PVC) 80 ANCHOR PLATE TRACK INSERT EXTENDED POCKET 5.178 23 8,2511- 1.000 262 f-,or)2 .060 --j 2.060 080- 100 �-j 11-91-1 1.983 8.260 3F 1.613 41 @ SILL TRAC 100 BOTTOM RAIL @ OUTER SILL K P-HOOK ADAPTOR P-HOOK 9�E= 0 S COVER it 3 TRACKI-15ADIJAMB QD 3 TRACK SILL SUPPORT COVER 094 125 10.(125- 640 L-[_I-�540 .291 3.000 0151 229 r*-2.141 5.876 --- 076 .100' 26 0-0 .500 ------------------ 2.607-1 g 1.81 ❑ --4-.002 �--.062 ❑ 17-1 1 X81 E f .329:f Hlo,Jn V 18 EXTENDED @ KEEPER @ REINFORCEMENT @ REINFORCEMENT FIXED PANEL CLIP REINFORCEMENT F1 -1 KEEPER BAR COVER BAR PLATE @ 4 TRACK HEAD/JAMB 7 TRACK SILL 2.51 i 1.570 1 1,626 1'695 1.595 2.696 3.483 .126 1 .080 2.473 9 2 400 1 4,035 4.279 2.833 .070 07J 6 �68 2.768 8 �7 --.100 LW LF-1 --100- .312 2210 (,go 6 INTERIOR JAMB COVER .110 1- -182 12 2.710- PRODUCT REVISED .120 A 82 2,291 .100 1.876 as complying with the Florida @ TOP,BOTTOM TOP,BOTTOM 0 INTERLOCK.300 @ INTERLOCK 400 @ASTRAGAL @EXTENDED POCKET (pINTERLOCK o c 17-0420.07 ,,,PANEL STILE TOP 11.11dirs; ode AND STILE AND STILE REINFORCEMENT, REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER ADAPTER @ ASTRAGAL ADD-ON AND BOTTOM RAIL """0' REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY H.pi-fi..Date 04t21/2021 71 L q2.8 2.76 jjo a A21 �j 1 1171; REINFORCEMENT 3.326- 3�346 By 3.452-1 NOTES: .125 �3.209 - 1472 3.713 .090 L Pig 1)SEE SHEET 4 FOR 125 .060 -- �065 3.345 .070 j SILL RISERS. 6 .046 ;25-00 060 2)SEE SHEET 20 .300� 1.170 --.229 3.247 h -.919 FOR SCREEN PARTS. @135*CORNER ©PASSIVE CORNER e136CORNER 135°CORNER (@go*CORNER @ 90*CORNER 90*CORNER 3)ALL DIMENSIONS ASTRAGAL PASSE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, 41 ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR 1/v .210- 252ZI VINYL SLIDING GLASS DOOR NOA(NI) Igi 10,05/15 No,68705 r1211 --I r1261 0 EXTRUSIONS tj J ROSOWSKI AJ - E @ BEVELED BEAD jwc. NO CHANGES THIS SHEET. 04/0511-f OGEE ...... I OTO TECHNOLOGY DR ,f91VAL'1'11 NO N.VENICE,FL 34275 (941)-480- MD-54 A.LYNN MILLER,P.E. -5470111 NTS F 21 A 9GD OF 21 70.0 EA GERT.OF Ln}. Bf-OX SCREEN DETAILS_ STANDARD SCREEN DETAILS- Flo ETAILS: Flo 01OR& 0 1Q° 102 ia3 &RI 3 IOR 6 Uf25 121 133 123 132 120 O� / 119 (./ O 1N 10A tie HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE too EXAMPLE 115 33 102 111 32 131 o �0 O 1z1 +ae � L�11 0 �oAoO a oa 0 j 111 � � � -� 1 RI 3 lOR[0 1 0ORt 3 XSRO 122 10a �../ `•J 115 � 110 �'./ HORIZONTAL SECTION EXAMPLE !!JJ 1� 104 HORIZONTAL SECTION 1n toz EXAMPLE �^-1.081 1.202-(+`Iqlif78 1.778 935 876r (•- 876 �y I� 1.020 .- -��--o5D --n 050 .045 Ti t�j ( 12a SCREEN jet SCREEN 1�SCREEN OXO 1.993 1.983 1.874 FRAME SIDE RAIL, ASTRAGAL (L RAIL LATCH ADAPTER -SII-«-.062 �- -.002Y •062 PRODUCT REVISED (9taa BOX SCREEN 101 BOX SCREEN tae BOX SCREEN sut alnq ceaewith the Florida TOP RAIL OBOTTOM RAIL OSIDE RAIL 1.435 -� �-�-.725 � � NOA-No. 17-0420.07 ter 765 782 6xpiratian o.te 0412412021 1 102 O .jTQa z oA(�4 oR�e I 11301,0111 1.020 #5:93 -1.3731 - 120 �-.040 0 82 Miami-pa J otconte tas VINYLSCREEN FRAME ILL z 110o110 063 zASTRAGAL2SCREEN 1.833 ADAPTER ADD-ON 4 2 ��A56 .37 tz4 BX t� ar=�� 1°3 SCREEN t0-0 SCCREEN 1°5 OXO SCREEN INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER EXAMPLE VERTICAL SECTION �,�`'\flr1Y EXAMPLE NOTES: -1.308343 .065 1.487 r--- 1)ALL DIMENSIONS IN INCHES. Q 8•'•.��'� - 1.487 a; No.5'8705 ''?a 050c= 1.51 VINYL SLIDING GLASS DOOR NOA(NI) 10l05H5 - 060 = D f--- SCREEN DETAILS i,fi J ROSOWSKI '_� qL �r BOX SCREEN BOX SCREEN BOX SCREEN HEAD �_ '�T t E` F <C/ 1oa ASTRAGAL 107 SILLADD-ON t88 AND JAMB ADD-ON corrRioHrx.z°7T Pormotl3TRfEs.wc. NO CHANGES THIS SHEET. �,� 04!05!17 lis ''F<oR1oA,..•'•� � ADAPTER ALL RtGH79AEaERVEa I lrf "' �� 1070TECHNOLOGYDR N.VENICE,FL 34275 (941)-480-1600 SGD-547'0111 NTS #� 20 OF 21 ! MD-5470.0 A A.LYNN MILLER,P.E. CEAT.OF 8202@- n P.E.i765705 I f i TABLE C: TABLE D;BOX SCREEN # Pa rt fl Description Material # Part Description Material # Part 1 Description Melerlsi 1 !9001 2-Track Head/Jamb ftigldpVC r45 19061 900ComerAsiragai Cap-Ext. RIgIdPVC 103 12266 Bor,Sa;oa�Top Roll 6083 T5 AI 2 19002 2-7rack SIR Rigid PVC 19082 90'Comer Astragal Cap-In(. Rigid PVC 101 12257 Sox Screen Bcttcm Reil 3733 TS AI 3 19025 3-Track Head/Jamb Rigid PVC 19085 Sill Riser-(2-112') 6003-T8 Alum. 102 122158 enx Screen Side Reil 8063 76 td 4 19028 3-Track Sill Rigid PVC 19022A Siii Riser-(3-112") 6063-76 Alum. 103 84428 8ax Screen Inle�icc's 6063 T8 AI 5 19027 4-Track Head7Jamb Rigid PVC 19023A 5111 Riser-(4-1116") 6063-16 Alum. 104 17AA7A Box Screen Snap m Bug Flap 6083 TH AI 6 19028 4-Track Sill Rigid PVC 19024A SIII Riser-(4.5/8') 606378 Alum. 105 84318 8ox Screen OXOAstragal Adapter 3063 T5 AI 7 19009 Frame Screw Cover Rigid PVC 716609W .187"x.32D"Flnseat(Stile) 103 1?348 18ox Screen Astragal Adapter 606.3 T5 Ai 8 19031 Anchor Plate 6063.78 Alum. 51 71696K 11-1/2'x V x 3/4"Fin Seal Dust Plug 1 107 1 18]35 ISDx Screen Frame Sill Add-on x)63 TS All 9 19007 Track Insert 6063-T6 Alum. 52 71696 Dust Plug 108 19038 Box Screen dead/Jamb Adr}cn 5063 T6 At 10 19084 Intedack Cap-Extended Pocket Rigid PVC 00 419041 finterlock Clip Cofer PVC 109 1 72OXIX #14.29 x 1"NLS C4'Top Aad! SS 11 19638 Bottom Ralf Support 0063-T6 Alum. 61 78153X ITandom RollerAssembly SS 110 1 720Xi12X 014.20 x 1-11z,MS @ Bottom Rap SS 12 19W0A Outer Sill cover 6063-TO Alum. 62 78163N Tarxlam Roller Assetnbty .Nylon 111 717936 1Na1p,.270•'x.1&V-Fin Seat 13 19011 Sill Track Cover Rigid PVC 83 76X76FPTX 1#8 x 3+4'Ph.FH SMS(d,1 Roller&Rainf. SS 112 618MK Wslp,.18T'x,600'@ Bug Flap 17 19032 P-Hook Adapter 006346 Alum. 64 41DO42 lFrame Header Block Nylon 1113 7SRAZ Standard Roller ids IGi 18 19020 P-Hook 606376 Alum. 86 4@062 Rallor Adj.H0 0 Plug PVC 114 75RA< jHDRoIlar SS 19 19047M Extended Keeper 0063T6 Alum. Be 44386 14 Hole Bumper Stop PVC 116 +,edea Screed Lsoklog Harderem Sloe] 20 19029M Keeper 60WRI Alum. 67 70X1l4FPTX I#e x 1-114"Ph.FH SMS @Bumper Stop SS 116 419063 Screen Keeper Steel 21 19014 Reinforcement BarCovar Rigid PVC 68 716966 ISM Plug PVC 117 76XiPPA #8 x t"Ph.PH SMS 910,91 22 19030 Reinforcement Bar 6005 T6 Alum. 69 78185X fGamini Mortise Lock w/long Trim plate Steellss iia 1892/3/4 Screen Spline-.160"&.165' Vinyl 23 19037M Fixed Panel Clip 6083 TB Alum. 70 71032MFPFX 1032 x 1"Ph.FH MS®Look SS 118 1818020 Screen Cloth Fiter9tase 24 1WWM Reinforcement Plate 000-TB Alum. 71 varies Handle KH Cast Zinc TABLE E:STANDARD SCREEN 25 10017M Top Reil,Bottom Roll and Looksliie 6006 T5 Alum. T6 Kommoding 4SG TPS Spacer system # Partie Description Material 26 19046 Reinforcement Composite 78 Quanex super Spacer nXrwith Not Melt Butyl Soo Sheat — 27 19018M interlock.300 Reinforcement,Std. 600545 Alum. 77 lQu2nex Dureseet 10 for 120 12033 IScreen Frame Rail 7 6063 T5 At 20 19013M interlock.400 RsinforDemont,ND 8005-T6 Alum. 78 Gardlnel 7Z Edge Spacer Materials 121 12028A I Screen Frame-Side Rail(Latch) 6063 T6 At 122 17363 Screen OXO Astragal Adapter 6063 TO At 29 19019M Astragal Reinforcement 6005 T5 Aium, 7H Dew Coming 895 or GE-7700 Beekbedding Silicone 30 78403 Extended Pocket Interlock Adaptor 0003-TB Alum. 82 19044 t-1116"Beveled Bend Rigid PVC 123 4863K Screen Vinyl Astragal Adapter Rigid PVC 31 19006 In(edook Adaptor Rlgld pVC 83 19046 1-1718'Ogee Bead Rigid PVC 124 190126 Flame Sill Screen Add-on 6083 TB At 32 19008 Astragal Add-on Rigid PVC Be 71726K Setting Block 1"x 4'x 1116',65+1.5 dura. Neoprene 126 BFPg1K Bug Flap,85+1-5 dura, Vlnyi 33 19004 Panel Sills,Top/Bottom Ralf Rigld PVC 90 781PSTX #8 x V PK PH SMS @ Frame Assembly SS 126 7@X112PSATS #0 x t-i/2'Ph.PH SMS(Assembly) SS 34 19040 Interior Jamb Cover 6063-Te Alum. 91 TBX114PHPT41OX #8 x 1-114"Ph.PH SMS @ Reln1.Bar SB 127 712027 Comer Key Wheel Assembly(Standard) Nylon 36 19076 126 I12027S5 Comer Kay Wheat Assembly(HD) SS 135°CamerAetragel 6063 Alum. 92 7lOXtPHPT18�x #10 x!'Ph.PH SMS @Reit Support Ss -T6 36 19077 135"ComerAstragal Passive Mount 6063-T6 Alum. 93 710X115PPX #10 x 1-112"Ph,PH SMS(d1 Fxd.Pot.Clip so 120 jades Screen 130 710X34PPSDAX #10x3744`'PPb.hLooking Hard PH SMSS steel @ Screen Asl. SS 37 19079 135'Comer Astragal Cep-Ext. Rigid PVC E994710X2.6PHPTIB-8X #10 x 2-112'P6.PH SMS fid RainL Pie(e/Ast. SS 131 7SX12PPSMSX #6 x 112'Ph.PH SMS @ Door AsL SS 38 19080 135°ComerAetmgal Cap-Int. Rigid PVC 71420)2.26FPFX #12x 2-114"Ph.PH SMS @ Hdr.Block SS 39 19078 90°Comer Astragal 6003-T6 Alum, 710Xt.75PPX #10 x 1.3/4"Ph.FH SMS a Ast.MountSS132 !6971314 Screen Spline-.145' Vinyl 133 1816020 Screen Golh Fiberglass 710X34PPX #10x314"Ph.PHSMS@Ext.Pkt.Mt.710)QPPX 1110 x 2'Ph.FH SMS @i Keeper SS PRODUCTREVISED BulldinglCotle !h the Florida \\\ tTtY'`yt r�r� NOA-No. 17-0420.07 Expiration Datc 0412112021 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 By c —r`" _ No.58706 _ Miam-Oa e,!oduct Control . PARTS LIST �14' J ROSOWSKI UT ��., �t 07 E�F ��. O CO"FlIGHT0201 7 rcrr6vousmrEs,rwc, r NO CHANGES THIS SHEET.04/05/17 ; LS RiOa,,.•'��`� ALL RIGHTS RESERVED NOTES; 1070 TECHNOLOGY DR i�rrr�N rNv'v� 1)ITEMS#14-16.46A9,53-59,72-74,80,81,84,H5,87-80,98&99 ARE NOT N.VENICE,FL 34276 USED AND ARE NOT PART OF THIS APPROVAL. (041)-080-1600 SGD-5470 NTS 21 OF 21 MD-5470.0 A A.LYNN MILLER,RE CERT.DP AUTN.a29zB0 P.E#58706 l t l i i f' � � III � l