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HomeMy WebLinkAboutNOAMIAMI•DADE MIANII DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (7W 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries 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 NON", sheets 1 through 19 of 19, prepared by manufacturer, dated 10/05/15, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. See table 1(sheet 7) and table 2 (sheet 8) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (detail sheet 4) and anchor requirements. 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building 0 This NOA revises and renews NOA #15-0409.04 and consists of this page 1, eat &well as approval document mentioned above. IIF11y The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI•DA® NTY 11�4 l� L\ NOA No.15-1210.02 Expiration Date: Ap'A121, 2021 Approval Date: March 3, 2016 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0107.09) 2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA", sheets 1 through 19 of 19, prepared by manufacturer, dated 10/05/15, 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 under NOA No. 11-010 7.09) 2. Additional test report No. FTL 6638 (samples A-1 thru 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 under NOA No.11-0107.04) 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 under NOA No. 154210. 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. 15-1210.01) 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.1 S 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. 15-1210. 01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted tinder 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 02/15/16, signed and sealed by Anthony L. Miller, P.E. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No.15-1210.02 Expiration Date: April 21, 2021 Approval Date: March 3, 2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (continued) 1. 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 Ltd for their "White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their "VE 1000 Tan (Non -White) Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their "Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/19. 4. Test reports No(s). 1,0-002-792(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.11-0107.04) F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5'h Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-0409.04, issued to PGT Industries, for their Series "5470" Vinyl SIiding Glass Door (Reinforced) — N.I.", approved on 06/18/15 and expiring on 04/21/16. Jorge M. Plasencia, P.E. Z uct Control Unit Supervisor NOA No.15-1210.02 Expiration Date: April 21, 2021 Approval Date: March 3, 2016 E-2 SERIES 5470 NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 901135e CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER AST14 E1300. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PERASTM E1300. 3) ANCHORAGE: THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 0) REFERENCES INOAS): ELCO ULTPACON• CRETEFLEX & AGGREGATOR ANCHOR NONS, VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTLS337, 6336, 8646SO49, 8652 & 8717: EXOVAA0-002-782(A) & 10406A0231; CAMBRIDGE 535763-08; 7) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE. BROWN & TAN PVC MANUFACTURED BY VISION EXTRUSIONS. LTD. HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS. (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE. 0) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. ANCHOR NOTES: 1) FOR CONCRETEI(;MU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS IIX ARE LESS THAN I-lir THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2XARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTAL- LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NONSHRINK, NON-METALLIC GROUT, MAX. 114• THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, ORAS emu P Anohor euhatnla I —Member MIn'Ed04 Dlalenc. Min. Gnbedmont p 812. steel SMS (05)or410 S.S. SINS, (mh 15 Ihnedafn) P.T. Southein Pine . (SG=0.65 mP emb 8• N. 1418' unlnlan, 60B1T5' 0.1TB'Mn. Wneae H. sY JenD 3V 1 r P4wok 10• 1!S• 9 A38' O.OBOmin.lxokneaa Ha.N08YJem 1B• 0.08P P4Pok 1V 0.067 SIeal Sind. A853 Gf. 33` 0.071'mk1.INobwn HuN6011Amb 310` 0.071- 1400. P• 18• 0,071' t40a. 1k'Eleo Uemmn P.LSadoam Pine SO.O. Jamb P•hmk 1• 14�8' 1!4'Elco6f0 B.S. E!'I' a P.L Bouthem PYu so-0. H00 amb 1' 1.318• Rhm 1' 1.18` B 812, elea wood amw GS) P.T. BoulMrn PlPe (SO-0.651 Hmd(SOWemb fl'16' 7318• P•hmk 116• I 1.16• 114'Elca UOracan M.W. huL265 kill P•hook 1•1 1.1W Hee 1S1 b 14HG I1418' Uv d.d CMU, iM .bmb 1• 1-v4' P•hmk 1' 11•V4' C 11VBoo410 S.S. O.I.S. ureroaea CMu, 7M C00 t•1a• 1- s• P. 1. 4' a .I. m1n.335kd Hmd(SW 14H8• 1414` Ph k 1' 4' 1N' El I" S.S. A2bro•0014r rel Ha NY 1 • h1m11jamb Pk "r -3w18r di- M ASTM f100 J .b Y 1-IW Rhook r 1.114• P.T. Sachem Pine 0=0.68 Hu SYBJemb 1' 1• 146' 1.18• 1W El o lllkmon lbmmla' mfn, 2.86 ka0 Wad1S18Uemb 2.117 1.18• MIN &11Y 1.16' UrOmulad CJd , g7M Jamb 211P 1- 111 P400k 2 1.114' D IN'Bco410 8.1 CmieFla Commie mIm 335 kM md/SIWJemb 2.112• 1414- lk 2-v7 4r8` UremNed A8TM C80 Jamb 2.11r P-0mY YVY 1•R' APPROVED BYTHE AUTHORIT( HAVING JURISDICTION, _NDARDS USED: INSTRUCTIONS; 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IFYOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH ANDIOR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED, USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PERTHE GUIDELINES OF THIS SHEET -SET, . 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET S. A 2014FLORIDA BUILDING CODE (FBC)• 6TH EDITION ASTM E1300-08 AN30AF&PA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM-2010 AISIS100-07/S2-2010 GENERAL NOTES...._....... I EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3.6 6PIANCHOR TA13LES........7-6 EXAMPLE...................... .....0 GLAZING DETAILS ........_.. 10 ANCHOR LOCATIONS.......11-16 PANEL TYPES ................... 17 EXTRUSIONS... .................. 18 ACCESSORIES_._.............19 SCREEN DETAILS ............. 20 PARTS LIST..................._....21 ' MIN. OF 3 THREADS 3EYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FUw5 KSI & MIN. FYgM KSI. °UNGROUTED CMU° VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. IMPACT RATING NOT RATED FORMISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8- VINYL SLIDING GLASS DOOR NOA III 1010611E GENERAL NOTES Rt J ROSOWSW �n 34276 I his....470111 NITS IIII 1OF 21 B9 MD•5470.0 PRODUCT RENEWED ea como�otp In Ith tho Florlde emlme xoa-xo. 151210.02 Ho, 507A5 r rn.III • 'NN MILLER PM MAX. UNIT WIDTH MAX. UNIT WIUIFi — NOM.PANELWIDTH OM. PANEL WIDTH _ PER TABLES 1 & 2 PER TABLES 1 & 2 I MAK UNR HEIGHT / I Ik MAX. UNIT HEIGHT PER TABLES I & 2 )Q PER TA13LES I & 2 I L 7_ I� J L— 1•PANEU CONFIGURATIONS CO MAX. UNIT WIDTH -+y OM. PANEL WIDTH PER TABLES 1 & 2 I MAX.UNIT I^ HEIGHT IY PERTABLESI&2 3-PANEL I I IL, Ig J / / / / iNC CONFIGURATIONS MAX. UNIT WI NOM. PANEL WIDTH PER TABLES 1 I MAX. UNIT HEM HT PER TAB S1&2 I� f J 6•PANEL CONFIGURATIONS MAX. UNIT WIDTH MOM PAN t, PERTAO M HEI PERTA MOM. PAN PERTAE MA) HE PERTAI v v v v Fs v Fr I MAX. UNIT WIDTH `PANEL WIDTH TABLES 1 & 2 -. I MAX. UNIT I HEIGHT PER I TABLES 1 & 2 wc.E� IN I J J 4-PANEL CONFIGURATIONS v r=• V F> i Fl Fl t• i Fps- V . MOM. PAN PER TAE I I MAI Ik HE I� PERTA I J 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH MOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT I€ HEIGHT °J PER I^ TABLES 1 & J � v Fs m ra, I n m m m .•. i 7-PANEL UUNNUURAI IUN`U CONFIGURATIONS NOTES: °X" =OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS.POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °0'= INOPERABLE PANEL LOCATIONS. EXAMPLE: 4-PANE. XXKX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN °p"= POCKET POCKET CONFIGURATION CAN BE OXXXp. 21 G0' & 135' CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. Fff. DETAIL LETTER ceAr. oFAun .nse�ea 4) FOR MOM. PANEL WIDTH, SEE TABLES 1 & 2. ® 1070 TECHNOLOGY DRI' 6) MAX ALLOWABLE FRAME SQUARE FOOTAGE = 472.056 FT' (--SHEET NUMBER N. VENICE, FL 34276 (9411-480.1000 I --I Eaplradon Date u4l _' I ay I� Mlaml-0 aroaaei coaw 8-PANEL CONFIGURATIONS DLO WIDTH= MOM. PANEL WIDTH -8.9116" ` 1,VNN 417j�7ii, 1cam DLO HEIGHT = DOOR HEIGHT -11-1/10° . ..•••.... ONV, �•uGSF •'•. PANEL HEIGHT =DOOR HEIGHT-2-1/2' . Q" •. ii VINYL SLIDING GLASS DOOR NBA 10/05116 ` e No. G5770$ = '• T��� 11I f+ EXAMPLE CONFIGURATIONS �S J ROSOWSKI �ib.P '•. STONA SGD-5470 NTS I 2 OF 21 s# MD-5470.0 14 AL pal llL Eli RE! ME-TAK-All METALTYP., SEE ANCHOR TlwutxxrooD AsmAOAL / DETAIL CI DETAIL DI ^ NOTE 4. SHEET I; MIN. OF 3 yarn MASONRY FAGNO EKT. 1 INIFJtLOCK auto afro \ THREADS BEYOND THE 1..-I RIIRRTRATF CONCRETE/CMU R ANCHOR REQUIREME TYP. ANCHORNPE, EMI NINAND ' EDGE DISTANCE PER .: SUBSTRATE, SEES'. '. TABLE A, SHEETIB NOTE 3, BELOW.. 8 EMBEDMENT -` EDGE •" �' �• IXOR2XWOOD BUCKSTR(P, SEE ANCHOR / / NOTE 4. SHEET PLATEAT )/ EVERY / ANCHOR LOCATION i 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE3,SHEETI TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER_ SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW L EDGE DETAIL A2 IMO2x — PRAMEWIDTH REQUIRED IF DOOR HEIGHT IS OVERBE' DAYLIGHT -OPENING WIDTH 1/4' MAX. DISTANCE EDGE DISTANCE s J �__' iws sNFEr EMBEDMENT — SEE NOTE S. THIS sla:Er m L _ _ _ _ _ _ / gg X 314° SMS REINFORCEMENT SCREW; 7 •ryp, ANCHOR TYP mE, PER STILE, LOCATED AT CENTERLINE AND S. EMBEDMEMAND HORIZONTAL SECTION SHOWN) 9°&12- FROM ENDS (FACTORY INSTALLED). EDGE DISTANCE PER DETAIL B2 SUBSTRATE. SEE DETAIL C2 DETAIL D2TABLET, SHEET 1 & INTERLOCK INTOM SONRY 1 ` FACING Mr. NOTE 9, BELOW REQUIREDIFDOOR EMBEDMENT DAYLIGHT 21 NEIGNTLSOVERGS' r------� OPENING I+— 8112 114" MAX. +) , In�m I. PRODUCT RENEWED WIDTH I EDGE I I ae oom062'wIM tha Florma t DISTANCE I Bu941A NOA-Np Ced o. 15,1210,02 P SEENO7ES.i��mS,,,,SHEET r lxplratlan Do<a 04121/2021 28 RO (BO 25 TYP.A( I 23 23 S EMBED ENTANPE, By EMBEDMENT AND P q mmml-O .vreauet connm R7►. 31 e p r EDGE DISTANCE I � PER SUBSTRATE, SEE TABLE A. SHEET d d 1 & NOTE 3, BELOW I FxEaoR PANEL WIDTH CONCRETEfCMU PER ASTRAGAL MAY BE J_TI•+— 114° MAX• HORIZONTAL SECTION (X0 SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER INTERIOROR �. EMBEDMENT PANEL CLIP 8 FIXEDANCHORS, ANCHORS, SEE EXTERIOR DIRECTION. \` LYNN ...f[ .` o�N,,..••••.„, NOTES 1)DETAILS APPLYT02,3AND 4TRACK CONFIGURATIONS. RElra'ORCEMENTTTPEs tsEENOree7ws SHEEO DETAIL SHEET I9 ALL PARTS IDENTICAL. d•,� QF.NSE . `�': � ''•, :c OR NOTES, SHEET I. FORALLLOOKeTREs. / �� 2) REFER TO SHEET 13 FOR A SEE SHEET 19 FO S.SEETANCHOR LOCATION B SPACING, FOR ASTRAGALS, FIXED VINYL SLIDING GLASS DOOR NOA 10105i16 ANCHOR QUANTITIES, SEE TABLES srnESANo NOaZ°M'LL w`ns S J R030W3KI _ is ; No. 5sT0`+ i ul — D. =.0'•.• I 4) CONTINUOUS ANCHOR PLATE, ITEM 98. IS REQUIRED AT ALL I INSTALLATION, HORIZONTAL XSECi. ,i �w FRAME ANCHOR LOCATIONS. 5 PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. O < < �Op•., ALOR\pA: a(��• 6)SEE TABLES 1& 2 FOR REINFORCEMENT REQUIREMENTS. ALL INIERLOD. O O CERr, of AUNT. p2e2se REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF oNLT 1070 TECHNOLOGY ASgiOr')�; DRIVE THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD NO N. VENICE. FL 34276 q � ALYNN MSLER P.E. 7) SEE SHEET 20 FOR SCREEN DETAILS. (941}480-1600 SGO.5470I NTS 1 3OF 21 a� MD-5470.0 , P.E.0was DETAIL E1 u0onasoNRr 1%OUCKSiWP 6. ANCHOR TYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 AND EDGE DISTANCE PER INIOWOOO iNrOMASONRY INIOMEQL I DADE APPROVED MULLION,.FBC SUBSTRATE, SEE TABLE A, SHEET COMPLIANTALUMINUMISTEEL t & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE. EMBEDMENT FRAMING OR STEEL STUD. MAY FRAMING, SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL O EDGE R HORIZONTAL. NOTE 3, SHEET 1 S TE SEE TABLE A SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCH DISTANCE UBSTRA EDGE TABLE A, SHEET M. EDGE 18NOTE 3,THISSHEET — ' 1 EMBED- DISTANCE DISTANCE EDGE DISTANCE MEW - EMBEDMENT EMBEDMENT I ANCHORPLATEAT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT a 1/4" MAX. GROUTAS NEEDED,SEE ANCHOR NOTE 6, SHEET I . � I EMBEDMENT .. � �•;,� tr-c" i 1I1 �"ANCHOR � 1XOR 2X WOOD 114' MAX. a 1/4" MAX.1/4' MAX. BUCKSTRIP, SEETYP.ANCHORTYPE,EMBEOMENTAND EMBEDMENT AND ANCHOR NOTE 3, er SHEETI EDGE DISTANCE PER SUBSTRATE, SEE R SUBSTRATE, SEE TABLE A SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET t & NOTE 3, THIS SHEET ee NOTES FOR 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. LOOWILFS, 2) REFER TO ANCHOR NOTES, SHEET 1. FI%ED 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, AND p0 X 314" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES I&2. DLO WIDTH=NOM. PANEL WIDTH-B•9118" %OR70WAL SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM#8, IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT -11-1H8" Rarts CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT =DOOR HEIGHT-2-112" (FACTORY INSTALLED) 6) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES i & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL FRAME sFF HEIGHT LENGTH OFTHE EXTRUSION. REFERTOTEST REPORTSFOR HEIGPRODUCT RENEWED NOTE 6. SILL RISER EXACT DIMENSIONS. HT Txls sNFET VARIES WITH moom t t with tho FtoN4a REQUIRED NOA- . �a 15-1210.02 F2tFaaR POSITIVE eapintt=no 042V2021 DESIGN .390--►1 1� O e2 a PRESSURE, r 0r et o es SEE SHEETS' 390 F+-- .39D TT ---^I F+ } M.m o0 o mauet canwt T 2.947 tl4" MAX. SILL EMBED- f EMBEDMENT EDGE MENT . , ., ' , . •' 1 DISTANCE EDGE TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, :PER DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIPO EMBEOMENTAND EDGEDISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE CRETE/CMU PERSUBSTRATE, NOTE 3, SHEET PERSUBSTRATE, ANCHOR DETAIL F1 SEETABLEA, E 3, DETAIL F2. BEETABLEA, 10 SHEET 1 & NOTES. N. REQUIREMENT t MASONRY SHEET 1 & NOTE THIS SHEET tNro Wow THIS SHEET (9 LY .829 �0 1.79JZ 7 2a7o 3.484 I I L1.8�000.080 4.04t .080 .DSO aSILL RISER �2 SILL RISER ea SILL RISER O(4.1/18"TOTAL RISER 15 t t1YNNt4 ( 2.1/2'TOTAL SILL HEIGHT) (SILL SILL HEIGHT) SILL HEIGHT) (SILL TOTAL SILL HEIGHT) .``ANY ��`�la:•`�p�NgB' I I I VINYL SLIDING GLASS DOOR NOA 10105/15 12?J ROSOWSKI - ; No.D 705 d INSTALLATION. VERTICAL X-SECT. FL 34276 yv Lra 4 OF 21 10 MD-5470.D f A. a � 1 y,. z ED as tN1FAgR DETAIL H2 MR OVTSmE COW1ER y O 00•\ I Qon MiFNWP ey ,��`� mmmwa a Con�ml NOTES q _ 0 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 16 FORANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES I&2. y y 3) CORNER ASTRAGAL MAY BE E[THERTO THE INTERIOR OR EXTERIOR, �.�`ON•I 'L Ave, y DEPENDING ON CONFIGURATION. �:�'l�`r'VcEN3F •':� �� DETAIL G2O MAXMN(1fl5.O.C. EXTCNI011 *:• No. 50705 155• e�SNKEEi a VINYL SLIDING GLASS DOOR NOA 10106118 _ _ OtrtEloecawEa 5B CORNER ASTRAGAL HORIZ.XSECT. 4 JROSOWSKI : 0'•,Q 99 .� ,�'�` CERT.OP AUM tzzzee � %SSIONAL �� ��` 1070 TECHNOLOGY DRNE �� rrrrrti„ r` N. VENICE. FL 34276 44 ALVNNMLLLFXPE (041)•48M60D SGD-fi470 NTS fiOF 21 64 MD5470.0 � P.ER5B705 DETAIL 11 DETAIL 12 OPTIONAL NON- INTO MASONRY IRO VAMSO�' STRUCTURAL CONCRETEICMU ANCHORS FOR ' 4 EDGEANCHOR _ INTERIOR POCKET -EP R st xt TYP.ANCHORTYPE, EMBEDMENT DISTANCE PER REQUIREMENT. JAMB , xy ae xr AND EDGE DISTANCE PER INTERIOR POCKETS MUST .'.'� SEEFIGI. SUBSTRATE, SEE TABLE THIS SHEET 9D SHEET 1 & NOTE 3, BELOW INCLUDEA NONSTRUCTURAL, e FRAME JAMB TO REDUCE THE 1 T •' 10 OPT. POSSIBILITY OF WATER ANCHOR INFILTRATION. 1/4"MAX. EMBEDMENT •iB 11 FT. 11 OPT. '.� 1 POCKET BY OTHERS, SEEi,(:T ' NOTE S BELOW. : EMBWI E,<renwn Ex�mlr� o a ME_NL: '• OPT. I/4'MAX € ,., �.;.''..�. Vic,..':;::_•, ANCHOR SEE FIG 1, TYP.ANCHORTYPE, EMBEDMENTCONCRETE(CMU THIS SHE31 AND EDGE DISTANCE PER �... EDGE PERANCHOR " 'xr SUBSTRATE, SEE TABLE A,SREET 1 DISTANCE REQUIREMENT &NOTE 3, BELOW INTERIOR POCKET EXTERIORIPOCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 Hf... EMBEDMEM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET & NOTE 3, BELOW ICHOR EMBEDMENT 1/4' _ MAX =iEunu r, mirxwcwni rw,.�,e: FOR DOOR HEIGHTS 96" AND LESS! x1 d FOR DOOR HEIGHTS OVER 06' 21.0' 1a m MAX. O.C. x1 EDGE 2X WOOD BUCKSTRIP OR PRODUCT RENEWED FRAMING, SEE ANCHOR omplyI with th. Mdd. DISTANCE 6ulialnS C.� NOTE 3, SHEET I HOA-Ho. 16-1210.02 OPT. ANCHOR E.pl,a4on D.t. 04/21/2021 tl OPT. Ml.ml-D Pmauet Contra —I DETAIL 14 IOowooO SEE PIGL d••••••~�• THISSHEET 31 SL x' x' x1 mmog O � O EXTERIOR POCKET \\1111IIIINr o�tl �YwN..!uN ., 'v°E"SE EXTERIOR POCKET Rti :' '•. ham'. NOTES GLASS DOOR.NOA 10105116 : •1c.' tin.'+6To6 .'•. 1) DETAILS APPLY TO 2; 3 AND 4 TRACK CONFIGURATIONS. 2) REFERTO ANCHOR NOTES, SHEET 1. SPACING, FORANCHOR QUANTITIES, SEE TABLES 1 & 2. pff. HORIZ XSECi. S J ROSOWSKI .v ••. l�d�b �� 3) SEE SHEET 13 FOR ANCHOR LOCATION & 4) SEE TABLES 1 8 2 FOR REINFORCEMENT REQUIREMENTS. U547 IN 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. cERT:OF AUTH.B3W0S Ta 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DRIVE Jim AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION, N. VENICE, FL 34276 BOF 21# MDS470.04 LrriH�iu'EB, P.E. ' (041}480.1600 P.El68rp3 Design Pressure (DP) and Anchor Quantities Required, (for on approved configurations on Sheol 2) Uae Ws table for. Astragal Relnfamement fin Lockable Reinforcemera R5 or 026 Sid. Inledook Reln(orcement 927 Door Unit Height 80` 04` go, 68.16116` DLO Height 72.15116` DLO Height 84.15116• DID Height Anchor Group Anchor Group Anchor Group A B C 1 D A B CD A B C 0 Dealgn Pmssum +127.1I127.1 Wr +120/-120ps! +702g-/02.gpsf 1&1!8' HoadISM C5+1 G3+1 C3H 03+1 C5+1 C3+1 030 C3H C5+1 C3+1 C3+1 C3f1 2A• DLO Width Jamb 6 1 5 1 8 1 6 5 6 a 6 6 1 6 1 6 a P-hook 7 1 7 1 7 1 7 7 7 7 7 e 1 8 1 8 1 0 Design Pmaure +10a3/406.3ps! +100.2/-100.2p3f +85.3/-85.3paf 25.118' HCadISD CSH C3+1 G3+1 C3+1 G5+1 03+1 C3+1 I C3+1 C6+1 C3+1 C3+1 C3+1 30" DLO Width Jamb 6 1 a 8 5 5 1 6 1 a 1 5 5 6 e 5 P4laok 7 1 7 7 7 7 1 7 1 7 1 7 8 8 8 8 Design PM33M +g291-92.9psf -67.31 ! +79.8/-73.Bpaf 36' 1-1fw DLO Width Head1S10 C5+1 C3+1 C3N C3+1 C5+1 CJr1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Jamb 6 6 8 6 6 6 8 6 5 a a 6 P-hook 7 7 T 7 7 T 7 7 8 8 a a 44` 37-110` DLO Width Design Presstao +7a4/-7a4psf +78.4/- sf +6a8/-6aI1p3r He Sin C5+2 C3+1 C3+1 C3N C5+2 C3N C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Jamb 6 6 6 6 6 6 B 6 6 fi 1 6 5 Pk 7 1 7 1 7 1 7 7 7 7 7 8 8 1 a 8 Desrgn Pressuro I +60/-60paf +60/-80psf +W/-Wpsf 43118` 1 C3+2 C3f1 1C3+1 03+1 C3+2 C3+1 C3+1 C3+1 C6+2 C3+1 03+1 G3+1 48` DLO Width Jamb 6 6 6 S 6 6 1 5 5 6 6 0 5 P41cok 7 7 7 7 7 7 1 7 7 8 6 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 1 AND TABLE B7 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP`S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHORQUANTIES LISTED BELOW. SEE TABLE A, SHEET FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B1, THIS SHEET. q OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS 'CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL), TOTAL# OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TABLE Bt: Walor4Jmll.d FIG 1: (+)Design Premur. OH LENGTH sin Nom. Sin I Max. (+) DP filsor Height Al!omd DOORASSEMBLIES INSTALLED WHERE THE None �141110` See Note2 t2 PRODUCT RENEWED w OVERHANG (OH)LENGTH IS pry m9 a11h th. Mr! 42 +38.7 pat = EQUAL TO OR GREATERTHAN BBu"dIng Cotl. 43 f80,0 psiTHE OVERHANG HEIGHT IS NOA-+1a 16-1210.02 44 E +80.0 pef EXEMPTED FROM WATER Pa.tration onto 04121PA021 INFILTRATION RESISTANCE. 45 4SB' +100,0 Wf Yy DLO WIDTH = NOM. PANEL WIDTH - HEIGHT = DOOR �gtll6` r ! PANEL HEIGHT DOOR HEIGHTDLO S c�s��1/``e�''. .,.. '�. = 'k; No. fn9706 _ �_ .. VINYL SLIDING GLASS DOOR NOA 101D5116 DIP BANCHOR QUANTITY TABLE 1141 JROSOWSKI 1070 TECHNOLOGY DRIVE $d N. VENICE, FL 34275 1011l.aAn.tM IISGD-5470111 NTS111 70F21 Nil MD-5470.0 1 /t6LC Design Pressure (DP) and Anchor Quantities Required, (fora0 epprmd connoumllons an Sheet 2) Use lhla table for. Door Uldt Height 80' 04' g8" 108• 120" Astragal Reinbmwenl#29 8g-tall OLO Height n4fill8' DLO Helghl 84-15110' DLO Helghl 864NIG' DLO Helghl 108.15/18• DLO Helghl Looketfle Reinmmemenl 025 RD kdedock Reintamemenl 026 AnohorGmup Anohor Group Anobor Group AnchorGmup Anchor Gmup A B C D A B C D A B C D A B C D A B C D OJJIgn Pressure +188.4/-168.4 ps/ +160/-loops! +137.1/-137.lps1 +120/-130per +108.7/• 10.6 per lotto' Heed/SIO C5N C6N C6+1 C3+1 C5.1 06+1 C6+1 C3N C6+1 CS+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5N C5+1 C5N C3+ 24' DLO Jamb 6 fi 7 5 6 5 7 6 9 5 T 6 8 0 B B 8 8 6 8 Width Pfiook 7 7 7 7 7 7 7 7 8 B B B 9 8 8 8 10 10 10 10 Design Pressure +14L61-l47.8p9f +133.61433.6psf +113,8/•11S8psf +98.1/-107.4psf +87.8/351psf 25.118° Head1851 C5+2 05+1 06+1 C3+1 C6+1 Cfi+1 C5+1 C3+1 C5+1 C5+l C5+1 C3+1 C5+I C5+1 C5+1 C3+1 C5+1 C5+1 05+1 C3+1 3T PLO Jamb 6 6 7 6 6 6 7 5 6 6 7 5 B 8 B B 0 B B 8 Width p-hook 7 7 7 7 7 7 7 7` 8 8 g 8 8 8 8 0 10 70 10 1 10 Design Pressum +123.8/-121epsf +if8.4/-116Apaf +8a6/-ga6P3f +853/-924P3f +7&3/-81.0Psf 31418" Headf518 C6+2 C5+1 I C5+2 03+1 C5+2 C5+1 C6+2 C3+1 C5+2 C5N C6+1 C3+1 C1+1 C6+1 9tl C3+1 C5+1 C5+7 C6+1 C3+1 38' DLO Jamb 6 6 7 6 6 8 7 6 6 5 7 6 B 6 8 8 8 8 8 8 tlIM1 W p•hook T 7 7 7 7 7 7 7 6 e B 8 9 0 g 9 10 t0 70 10 Design Pressure +1046/-104.5p3f +104.6/-104.6pof +87.8/57.6paf +7a7/-82 pst +6&0/-72p3f 37-1/8' Hea*SIS C6+2 C3+2 C6+2 C3+1 C5+2 C5+2 C6+2 03+1 C5+2 05+1 05+2 C3+1 C1+2 C5+1 C5+2 C3+1 C5N C6+1 C5+1 C3+1 12' DLO Jamb 6 5 7 6 6 6 7 6 5 6 7 5 8 8 B 6 8 8 8 8 Width P4mok 7 7 7 7 7 7 7 7 B 8 B 8 8 8 9 9 t0 10 10 10 Design PmJsum +80/480 psi +W/-80psf +60/•o0psf +80/-65paf +80/-Mpsf = 43110° Head1311 C5+2 C3+2 C5+2 C3N C5+2 C3+2 C6+2 C3+1 C5+2 C5+2 C6+2 C3N C5+2 C3+1 C5+2 C3+1 C6+2 C5+1 C5+2 C3+1 d8' OLO Jemh 5. 6 B 6 6 6 8 5 6 6 7 5 8 8 7 8 8 8 6 6 Width P-MdL 7 7 7 7 7 1 7 1 7 1 7 6 B B B 9 8 e 8 10 10 10 10 Design Pressum +74.1/-74.1paf +74.11.74.1 PS 1 "all •63.Bps/ 4&110' HeaNBN C5+2 03+2 03+2 C3+1 C6+2 C3+2 C5+2 C3N C5+2 C3M C5+2 C3+1 64' DLO Jamb 6 6 B .6 5 6 6 6 6 8 6 5 Width Not evalleble in these sizes. P-hooK 7 1 7 1 7 1 7 7 7 7 7 a 8 B B Design Pmsaure +60/-60ps! +60/-80psf +60/.eopsf 65.118' HeadlSiB C3+2 C3+2 C312 C3+1 C6+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 BO° DLO Jamb B 6 6 6 6 6 6 5 5 6 8 6 Witlih P-haok 7 1 7 1 7 7 7 7 7 7 B B B e TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE 132 DETERMINES THE WATER LIMITED (+) OR 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 61 SEE SHEETS 11-18 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUSTALSO BE ____""OF CONSIDERED, SEE TABLE S2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C30, 3 ANCHORS - CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). -TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULARTO THE GLASS. FIG 1: OH LENGTH DOORASSEMBLIES INSTALLED WHERE THE w OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN 0 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE 82: WehhLlmltad B0 Nam. BN Mes. (+) DP Rlser Helghl Alland None 1-1111216' 42 S 43-V7 ++6308..70 ppseit2 44 4-111V 480.0 psf 45 4518' 000.0list DLO WIDTH =NOM. PANEL WIDTH - 8-9/16' DLQ HEIGHT - DOOR HEIGHT-11-iH8° PANEL HEIGHT - DOOR HEIGHT-2.1/2' p VINYL SLIDING GLASS DOOR NOA S 10/05/1'. a DP & ANCHOR QUANTITY TABLE 1It J ROSOWSKI RaF 111ki MAT - N.VENICE,FL34275 PRODUCT RENEWBD as compryIyingg ode with the Florido eulldlne E Nor4No. 18.1240.02 F.Pl.tl.. Isis 0412112021 ��s�a1 LYNN ,y1/� rig *:• No.68706 4VITIOF p� BOF21 Jill MD-6470.0 �4I II ALYNNWLE1158711, P.E P.PJIeJ10.1 EXAMPLE: GHT , 3-PANEL,MOON Q FRAIVI@IKTEJAMB DSPUC� `MG�.... III- CENTERONE I OFINTERLOCK SEE FIGURE BELOW FORADDITIONAL INFORMATION. POCKET. X SVNORIAPA PANELS, INTERIOR MOUNT POCKET, 48° X 84' NOM. PANELS, FUORFO0MRED� ®INTERIOR POCKETS �OF�TpLOCK ENiER�NE �µ PTERUNE LAMINATED, IG GLAZING. ANCHOR GROUP A IN WOOD SUBSTRATE, MAX oFPANEc 1 Ir PROJECT DESIGN PRESSURE REQUIRED: +48.21.58.6 PSF ANCHORAGrE, -•,r ANCHORAGE, _ EET I2 EN —« 26de•MAx. S' 2'ANCHORAGE, MAX GO-zGe 2 BNEET" TVCLUSTER, -Cr CLUSTER, EXTERIOR SHEETI2 SHEET12 ENDANCHMOE U.ON•1 ANCHOR] SEEPOCRET4" HEAD ANCHORAGE DETAILS S�P_C�IENO�TE; NONSTR CTI TURALANCMORSMAY INSTAUAT10HON' SETS PM(3-TRACK) DR BEADDED IMFIELOAS NEEDED TO ALIGN THEHEAD OR SILL IFA SPLICE OCCURS WITHIN APOCKEf. �� /� ,� 81LLSPLICE INTERIOR —r{ D• CENTERLINE MAX. r �OFPMEL/ CENTERLINE OF INTERLOCK CENTERLINE �`GFPANEL2 CENTER(INE SEE RGURE BELOW FGRADDITIONAL OFIN7ERCOCK ANCHORINFOIIMAnON. CENTERLINE �rOFPANELS OCKETBY HERS. SEE NOTE S, SHEET B I SHEET 11 MAX - REQUIRED ® —DISTALLATION ON 0.4 INTERIOR POCKETS SHEETS 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-68.0 AT NOM. PANEL SIZE OF 4W X 84°. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +00150 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. • FOR WOOD INSTALLATION USING ANY �511 G7+2 ANCHOR IN GROUP A(SEE TABLE A), TABLE 1 SHOWS ANCHOR REQUIREMENTS OF: P 2) ANCHORLOCATION DETAILS. CAN BE FOUND ON: S'MAX. HEAD(CLUSTER A. ORB AT THE INTERLOCKJASTRAGAL OPT.ANCHOR TOAID IR HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE'+2 ANCHORS AT THE ALIGNMENT MIDSPAN OF EACH PANEL P-HOOK JAMB SILI(CLUSTERANCHORS): SHEET 11FOR THE 'C3°CLUSTER ANCHORS AT ANCHORAGE ANCHORAGE TREINTERLOCKIASTRAGAL SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE °+2ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB: SANCHORS, SHEET 13 FOR GEN. LAYOUT. R PRODUCT REFERENCES, ALSO SEE: P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL Fff. SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT, CATIONS OF CROSS-SECTION DRAWINGS. SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN PERT. QF AviH.820208 SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070 TECHNOLOGY ORNE SHEETS 4& 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL: SHEET SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEETS N. VENICE, FL 34275 SHEET 21 FOR A BILL OF MATERIALS. P-HOOK: SHEET 8 (941)•480-1800 26SIS' MAX T4' CLUSTER• J SHEETII SILL ANCHORAGE DETAILS PXXX (3 TRACK) END PANEL ANUTIUK CKUt IIUN: DISTANCETD NEXT CLUSTER ,r TOBE2EM .C.ORLESS CENTERI WE OF ENO PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPO WT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25.918°, OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA STRAIGHT DOOR EXAMPLE 90F2190F21 lgf��MD-5470.05470.0 B' MAX EXTERIOR V ExpinUon it 50705 , A LYNN M SILICONE STRUCTURAL 1W NOM. POLYISOBUMEN WRH DESICCANT EXr. GLASS Nf. GLASS m KODISPACE 4SG TPS STRUCTURAL HOT•MELT BUTYL SILICONE y1g•NOM. FOAM WITH DESICCANT Etc GLASS WT. GlAS9 SUPER SPACER® NXT11° ALUMINUM REINFORCEMENT POL•YISrffr.GLASS NTFILLAREA BUTYLEonr NOM. SNS'NOM. SE BUM B LICONE SEAL DESICCANT RaL•FOFUIE FOAM STAINLESS STEE EXT. GLASS EXT. CLASS MT. GLASS DURASEAL® XL EDGE`" TT SPACER @SPACER 1.1Ng'NOM. I ls •IOIflc / PANTED UAED F E aINsNIEEsMRO PODUCIS'ER 1ISOIAZED•Be BTOWARDSTNEM ITE - PRO ISVITET ' [giISGLAZED'd TOWARDSTNEINTEROR - GLASS DETAIL NOTES: 1)13ACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. 'P =TEMPERED 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 CS"H00-1000 VINYL SLIDING GLASS DOOR NOA GLAZING DETAILS PRODUCT RENEWED plyyingy Ite the Florida OulI.... Coee NDa-No. 76+1210.02 `JON.L IYNN /�j�� 1�: VcENst:'•:EP ;ROMSOWSKI ;-o'•. CF �1516 W; 10 OF 21 Ih4I MD-6470.0 SILL CLUSTER ANCHORS LAYOUT: ASTR40ALOR INTERLOCK 4' ETEnRIOR V 2IMCKCWSTER ANCHOR LOGTION9 ASTMOALOR INTERLOCK 4, CEMERLITIE EXTERIOR —�+ 322° IRAOKCLUSTER'C3' ANCHOR LOCATIONS ASTRAG NTERLOCK CENTERLINE 4° E)CrER*R3.22" V K•TNACKCLUSTER •C3' ANCHORLOG710NS ASTRAGAL OR INTERLOCK CENTERLINE 4° f EXTERIOR 2-TRACKCLUSTER'C3' ARCHORLOCATIONS ASTRAGALOR IMERLOCK 4" CEMERLME , EE� E%TjEj77RIDR 3.22° �J 3-7MCKCLUSTER'C6• ANCKORLOCATIONS ASTRAOALOR IRA CEMERLM 4" E. FXTERIOR ;"R.' 1-TRACK CWSTER •CSANCHORLOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-T07RACK DISTANCE SO2.375° 2.375" FORALLSILLS: O Mum SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE E%TJJE''NLLIOR 1J 2-TRACK INTERMEDIATE •H•ANCHDRLOCATION PANEL CENTERLINE EXMjjRI.t �J 3.TMCNINTERMEMATE 'WANCHORLOCATION PANEL CCNTEO-1J1 EXTERI 4TMCKINTERMEDIATE W'ANCKORLOCATKIN N. VENICE, FL 34275 4° 2-TRACK INTERMEDIATE 12-ANCHORLOCATIONS CENTERLINE 4° EXTERIOR3.i �J bTMCNNR O.CA ON ^TT ANCHOR LOCATwN9 PANEL CENTERLINE Emn 0 Y-TRACKINIERMECUTE 17�1•`C./ HeaNSW 1 Jamb 6 Pfio"k 7 SLIDING GLASS DOOR NOA OR LOCATIONS A '7ANCNORLOCNLIONS PANEL CENTERLINE 4' EXMI OR \/ 2-TRACKINLERMEOwTE • SANCHORLOCAMONS PANEL CEMEMR(E 4- EMERIO —� 3.22' 3-TRACK INTERMEDIATE • 3-ANCHORLOCA71014S PANEL CENTERLINE 4, EV IEI war 3.22" 4-TRACK QRERMEOLUE 13•ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOO•WN ARE gi E BASED ON MINIMUM ALLOWED. 2) TRACK-TO•TRACK S, DISTANCE IS 2.376° FOR ALL SILLS: BRmm�y�wi11i RENEWED ��T.....rLYNN •�cENst'•• '� NDa-tTo. 15-1210.02 t�,: .F? ''•. ERPDRNOn D t 04/2112021 � � ,; S No. ti5705 t• 10106N6 By MIP F e P uct Canlro J ROSOWSKI SS �7T:, sTn>(b °rrrgnlutpTo ,ila� 11 OF 21 1911 MD5470.0 HEAD CLUSTER ANCHORS LAYOUT: AO MOALOR INTERLOCK 4" cENTEume 3 aT LCS ANCHORLOCATIONS GALE OCN E 4' 3•TRACK CLUSTER'O ANCHORLOCATIONS - TRAOALOR ERLOCK 4° ERLINE IN! EKi,(E�R,ICH 322° �/ 4rtMCKCU%MR 'C.YANCHORLOCATION9 ASTRAGAL OR INTERLOCK 4° CENTERLWE R 3.22' 2-TRACKCLUSfER'C5' ANCHORLOCATIONS ASTPMALOR INTERLOCK CE'NTEMME 4' EXTERIORfl 3•TRACKCLUSTERW ANCHORLOCATIONS ASTRAGAL OR INTERLOCH_ 4. CENTERLINE EXTERIOR V 4-TRACK CLUSTER 'CTANCHORLOCATIONS NOTES: - 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK TO -TRACK DISTANCE IS 2.376° w 6' FOR ALL HEADS: HEAD "+11 INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR 2SRACK INTERNEES ••1•ANCHORLOCARON PANEL CFMERIWE im EXTERIOR RTRACKINTERMEOIATE . V ' T•ANCHORLOCATION PANEL CENTERLINE EXTERIOR .TRACK INTERMEDIATE T' ANCHORLOCATION FL 34275 PANEL CENTER E 4° CENT PANEL 4° 32Y Exm�TNDR 3.22° 2-TRACKINTERIJEDIATE - V 2-TMCKIXIEWA .— '°2'ANCHORLOCATIONS 'hY ANCHOR LOCAMN5 EL PANEL CENTERLINE CENTEAL 4.76" 4" ERIOR EXTERIOR--�1 3.22' Il. 3-TRACK INTERMEDIATE JL 3TMCKINTENMEDIATE V '.r ANCHOR LOCATIONS v '�]'ANCNOA IOCATKIN9 PANEL PANEL CENTERUNE 4" TERIOR Im ml__ rrW,r-Tfr,lli�C311 VINYL SLIDING GLASS DOOR NOA ANCHOR LOCATIONS B FTRACKINMRMEOUTE12' 4•TRACKUTTERMEDIATE'+S' ANGHORLOCA710M ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2375' 2.376° FOR ALL HEADS: PRODUCT eRENEWE13 'EUI1dIRp c•a• ;' 1•`�cENSF'••. F'P NOa-No. 16.7210.02 QS'W ,N.:' •,•. E.PhaT10•o•I.0412112021 T's: No, 65%OE Mlo _D Pry uet Canlrol �.• J ROSOWSKI ATEU�� % p sr _ q -• FLvmva, � �� 12 OF 21 IA81 MD-5470.0 rleuxEs rtacw ronoe wumnxoweanxexonwemoxs P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): 7.125' 2375" —►j 4,76" Zia- 5" MAX•I Klossul I C3-11 21.6° 21.6" 21.6" MAX. MAX MAX. Junh 6 P-RaoX 7 O.C. EXTEHI� O.C. E—�wR O.C. EMEftIn� OPT. ANCHOR, TO AID IN ALIGNMENT ` MAX MAX— NOTES:, 1) STANDARD ANCHOR LOCATIONS SHOWN. MAX T �4-TRACK FRAME FOR AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ADJACENT TRACKS 2 TRACK FRAME 3-TRACK FRAME JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILARTO THE TO ME MIN EDGE DICK JAMB) AS ISTANCE STANCE CONSTRAINTS. JAMB JAMB JAMB 12' MAX. {3) WEEP NOTCHES (4) WEEP NOTCHES (5) WEEP NOTCHES PER END ®1"X .600" PER END @ 1" X .50W PER END (0)1" X.60W AAV SILL � SILL SILL EXTERIOR EXTERIOR f� EXTERIOR 6" (3)TRACK WEEP HOLES \\ EVERY 24- 01.125" X.180`, f l6) TRACK WEHOLES \ _ (10) TRACK WEEP HOLES X.190"; OPT. ANCHOR TO AID IN (1) WEEP NOTCH EVERY EVERY 24° ®1.125' EVERY 24" Q 1.126" X.190°; 24" ®1.376' X.500" (1) WEEP NOTCH EVERY (1) WEEP NOTCH EVERY ALIGNMENT 20 @ 1.376" X.50C" 24" ®1.376" X.600" NOTES: !)SEE TABLES I& 2 FOR EXACT QUANTITY IN P-HOOK. SILL WEEPHOLE LAYOUT (2,3&4TRACKS) - PRODUCT RENEWED EF10oda• \\`rrrtILYNNtrrr��9 Bullaing with �/(F. OF ANCHORS REQUIRED THE ........... NCA-No, 15-1210.G2••.,q ��� HaunEBPFATIarroTXEFau.OMxawclQrLHn wunoxx Exptratlen u t. 04121120::' '•, -!r Y ® O OR NOA 10105/15 - A J ROSOWSKI I No. 50705 By «_ tdla -o Product ea.twl i tr = �' ° T. F W TE F :" K ® i� S my .0.. pCO...... XBaE18111 Cat! r:EAT-OF AVTN.Y2a28B DRIVE�aP-0ook /QNAI, 7 1070 TECHNOLOGY N. VENICE, FL 342754g 0E 21 a$ MD-5470.0 4 A. P.NJILLExP.E(941)460-1600 P.EA5aT05 HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: Fm 4' 4' 3R. pFI� ANCH 80'COW�T3 . 'CWREREORLOaPECIR (19EYlIIEI1E'Ca' IB BPECtRED) 9•TMCK60'CORNER •C4'ANCAORLOCAnON3 V (USEWHERE'Ca' U18PECFIED) 4' 4' 4•TMCKBO•CORNERTIOIS 'GPANCHORLOG (USE WHERE•Ca•t9 sPECwuq 4° 4' 3.22" a YTRAC ORLOCATIO 'Ca•ANCEORLOCAECH (use WHERE'cs• L9 ePEmRED) 4• a• 9.2Y q a•TMCKao•CORNER IVY 'WANCHORLOCATIONs P SEMERE'CV 19 SPECIFIED) 4- 4' 3R EXTERIO MTPACN 80LOCATIR 'CS'ANCNORlIME'l8 (U9E WHERE'CS 19 BPECff FD) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED SILL 90° CORNER CLUSTER ANCHORS LAYOUT: ATMCKiO•CORNEIi E R •L4•ANCEDRLOCATION9 (USE WHERE CY IB SPECff1E0) 4' 4" 3.2Y 34R V AN CI(Pp• CORNER 'CPMCNORLOCAnON9 (usE vmeRe ra• L9 SPED RED) 4' 4° 4TRACK 9V CORNER •C4•ANCRORLOCATIONS (MEWIERE•CYIsspec 1E0) )N MINIMUM ALLOWED. FT 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING. AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3)TRACK-T0.TRACK DISTANCE IS 2.376' I2.375 FOR ALL HEADS AND SILLS: 4° Lin 2•TM `R CORNER EXTERIOR •CSLOCAZI (MEWHERE•0a• IB SPECFIEC) 4" a° 3.2Y 3•TRACK80•COANEft 'CA• ANCHORLOCATIONS (ME WHEREW 18 SPEW") FL 34275 RENEWED ItN th. Mrld. 'L.PImtlon �`� o��: ••�sE 4F4' ap105 EXTERIOR '',Fss1 A� VINYL SLIDING GLASS DOOR NOA 12110105115 ANCHOR LOCATIONS D R� J ROSOWSKI 14 OF 21 1941 MD-5470.0 4- a' ANCK14S CATION 'CPANCNOPLOCAECIF (U6EYAIERE'Q' I6 SPECffffD) 4' }TRACKM'CORNER 'C4' ANCHOR LOCATIONS (USE WHERE -CT IS SPECIREC) 4' NX 'G'AN HORLOCATIONS (tISE W HENE'CY IS ePECIPEO) SILL 135° CORNER CLUSTER ANCHORS LAYOUT: YTRACK,17'00PNER 'W ANCHORLOCATIONS (USE WHERE'OTIS SPECMIE q' EXTEPIOR 4-TRACK t4S CORNER 'C4'ANCHORLOCATIONS 'USE WHERE L713 SPECIFIED) NOTES; 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 136 SIMILAR AILS R OUT ANCHOR E(SHOWN) AND I ANDSPACING,CORNER AND WOULD BE IO SIMILAR FOR OUTSIDE (SHOWN) AND 8J91DE CORNER CONFIGURATIONS. aSNRu 1 pmD 6 3) TRACK -TO -TRACK r.DER7. oP AVIN. /2021 p,DppK 7 DISTANCE IS 2.376' 2,375' 257W 1070TECHNOLOOY I FOR ALL HEADS AND SILLS: N. VENICE, FL 34275 (941)-480-16DO ftplmtlue VINYL SLIDING GLASS DOOR NOA 140. 53705 J ROSOWSKI 15 OF 21 1191 MD-6470.0 SPLICE LOCATION 4° EXTERIOR3.22' 2-TPACKSPLICE •CY ANCHORLOCATIONS ILSEPAMIZETW ISSPECIFIED) SPLICE LocAnal 4.76° E%TEPoOA •7RAC4" Jl JKSPUCE v ra'ANCNORLDCATIM (USE WNENE'CY IS SPECIMO) sP 4.76' LOCATION EXTn OR 4° V ANCHORSPIICE 'EVIHERNORLOCE CWI (USE WHERE'CS' IS 6PECff LED) SPl1CF_ LOCATION 4' PRIOR 3.22° 2-TRACKSPLICE •ce• ANCHORLOOATIONS (USE WHERE 'CV IS SPECIFED) sPucE LOCATION 4° , 9f EXTEnRIOR 322' V ATRACKSPLICE 'CS'AHCHOR LOCATIONS PUSE W HERE TV IS SPECIFIED) SP ICE 4. LOCATR N EXTERIOR 322' aTRACKSPICE •CS' ANCHORLOCATIONS (USE WHERE •CY IS BPECI FlEO) SILL SPLICE ANCHORS LAYOUT 0 INTERLOCK OR ASTRAGAL: SPLICE LOCATION 4" EXTERIOR }�L 2-TRACKSPLICE v 'G'ANCRORIACATIONS (USE WHFAE-W IS SPECIFIED) SPu LOCATION 4' EXTERIOR fl 2-TRACKSPLICE V C. ANCHORLOCATIONS (USE WHERE 'Cr IS SPECIFED) srucE LOCKOOR 4" LOCATIO 4° EXTERIOR "FACKSPLICE EXTERIOR 4" SPLtCE V ANCHORLOCATI ANCKORLOCATI EWHECHORLOC ECS 'CS'ANCRORLOSATIORS RISE NTiERE'CTIS SPEC61E0) (U$EWNERE'DY IS SPECIFIED) Sp" LOCATION EXTERIO 3.22" J-L 4-TRACK SPUCE ��// 'C4• ANCHOR LOCATIONS )USE WHERE'CW IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 0. 3)TRACKTC-TRACK ��s• DISTANCE IS 2.376° 2.375 2.376" FORALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 11 li, � EyTml— LE"M PRODUCT EAptraOoD 61'IICE LOCAT ON 4. EXTERIOR 3.22• 9•iRACKSPUCE �� ���: ' GENBE"••, 4' 'CS' ANCHOR LOCATIONS (USEWHERE•CS' IS SPECIFIED) G070G 'ALIT''•.. FL)om�*.•�G\: A. LYMN NLLER P.E. FL 34276 SLIDING GLASS DOOR NOA lal loloul16 ]R LOCATIONS F PS J ROSOWSKI 16OF21 1991 MD-6470.0 PANEL'S RIGHT STILE TYPE PANEL TYPES SWGIE BRIDLE FB(ED LOCIBRIE ASTMOAL ASTMOAI. ourslDEw ASiMOAL NS Dem ASTRAGAL DutslDe+38• ASIMGAL slDe+u• ASTRAGAL WELOIX WTERLOIX SERE VdfUl1IXE BOXOUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER KDETUDROR OUT IN EXTERIOROLMED E' F PP K L L TC TA TV TW WICK 8 H P A C C SC SA SV SW W +ut�K r �RR R S S FC FD FV FW (e -M 0-" D M J J co u LR T U BOX OUT Rmov4 ^EW%INu N T U A MVR L CT CS CF zRECEIVE � AT AS DF 'I" O- RECEIVER OT.1av air: VT VS VF RECEIVER IASRTRAOAL RECEIVER .WT WS WF LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE 'F' SHOWN. PANEL NOTES: 1) SEE OPIANCHOR TABLES 1 S 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOTAVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 80•. 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES C DOUBLE ASTMOAL INTERLOCK �J✓ L DOUBLE M INTERLOCK JL0 MILE 1.Tr�T^L/w•i`^/T��{— ASTRAGAL DOUBLE SDIMERLOCK A LOCKSRLE MCK ESLO UAINMOAI _L�—+1'`�'�-•• LOCI03TKE pplmRMEiLOCK SRKILE DS IALOIX ItRE^^^�� RENEWED wltK tAo Flodd. EtpintloO ��"ONy LYNN 4U � •,, 3LIDINO GLASS DOOR NCA 10105/15 ' {� No. 40708 ' iT TYPES S J ROSOWSKI =•0 �G{ 31, rI y ; o; lid ��i�� � FGORIOP.•_ C���:: FL 34276 I SGO5470 NTS II 17 OF 21 34fMD.5470.0 r'29 1 .762 6676-►, 10.836 640 126 �r-•660 ❑ rou .100 fil 293D r2 J .100 dQ®��] �� �._L 7 SVC QANCHOR PLATE OTRACK INSERT ip INTERLOCKCAP, 01 2TRACK HEAD/JAMB 08 4TRACK SILL COVER (PVC) EXTENDED POCKET 6.178 ff�� 000 �I 2.060 .100--� 1.000 r•�2 062 13 � � ,080 8.260 8260 1.495 t-- __--,� 1949 1.98� 100 jjj-1�L"'_779PQP _��` 1.813 1 C�C7� B81�"•OB2 "'RAC O60 .100 sQlnl �� 11 BOTTOM RAIL ©FRAME ILL 13 COVER 1© P-HOOKADAPTOR 18 P•HOOK 0 3 3TRACK HEAD/JAMB ®3TRAGK SILL � 640(-.-I 1+-.640 '�13.000 081 r 2876 `r 125 L{l��1 10.025� 876�I-C •"la 600 N-2.807 -►I( I���ul�ji II���� I1.408 82 r-�p•+-.0823 U�41m � 1 79 � REO ®p KEEPER BAR COVER. ® BAR REINFORCEMENT Q FIXED PANEL CLIP ® Rum RCEMENT .100 ©4 TRACK HEADIJAMB 02 2 TRACK SILL 2.611 jT�r.-2B9B -.y 1.670 1.626 1.595 )+ 1.595 F - .309 2,896-- .080 2A73 ,OB9 3.483 110�41- 126 ,076 4.035 4'127.j.100 L2b332.368 Q.400 88 �12�12.0 ,090 2.118 @4INTERIOR JAMB COVER L.3001 2028 I + I�-.108 -` 11�- 2710 8PRODUCT RENEWED .120 •182 .120 F.-.182 2,291 .100 a omP�fnB with Ih. Florid. INTERLOCK A00 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE, TOP 9uiwme Cod. ®AND STILE @ANDSTIOLEOM ® INTERLOCK '0' REINFORCEMENT, REINFORCEMENT, REINFORCEMENT �IMERLOCKADAPTER DADAPTER 32 ASTRAGAL AOD•ON AND BOTTOM RAIL eN.Dpon Dale 04/2112021 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT 3.320 r-3.346 NOTES: miam D 4doetc.n11. - 3A62 . 3,209 1,472 .126 128 2176 .070 135' CORNER ®ASTRA"GIAL 136' CORNER ®PASSIVE MOUNT .210 .252 -+I 1.281 1.281 1-1/7� BEVELED BEAD 1-1N6' OGEE BEAD A80 3.713 ---� •� 3.346 ,048 1.600 3.247 I .065 1.170. %--.229 L ®1ASTRAACA� CAP, ®A ASTRAGAL CAP. @90- ASTCORNER GALR ®ASTa GAA�RCAP, EXTERIOR INTERIOR EXTERIOR .919 1) SEE SHEET 4 FOR SILL RISERS. .OBO 2) SEE SHEET 20 ,91g FOR SCREEN PARTS. 90e CORNER 3)ALL DIMENSIONS ® ASTRAGAL CAP, IN INCHES. INTERIOR VINYL EXTRUSIONS GLASS DOOR NOA 1010S115 KI �EX7RUSIONS �0 JROSOWSKI CERT.CFAUTH.029200 . 1070 TECHNOLOGY DRIVE � N. VENICE, FL 34275 I.Al LAAA•1Aln ISGO.54701 NTS 118OF21 11 M-470.0 �`•N� LYNN 4f •���'i >No. 5�07.0555 �4 stn' o• i W: AAyMMLLV%PE- 1) INSTALLN" (4) ANCHOR CLIP INTO TYPE AS USED PANl1 IN INSTALLATION, STILE TABLE A, SHEEP 1 (3)S70x 6•SMS / COVER 2) INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME ATTACHMENT HE JAMB & SUBSTRATE, SEE INSTALL ONE BLOCK AT . °� BLOCK EACHINTERLOCK. TABLE ATASTRAGAL, INSTALL ONESLOCKTHAT SPANS BOTH PANELS. ' I � a 14 PANEL MIDSPAN OF EACH FOXED X 2\ ,° 0° SMS CLIP BBXI°PANEL-TO•FRAME JAMB LOCATION. \ BMS� II III Igl1Iql II SMS ATTACH WITH #8 X 1-V4• 4-PANEL, 2-TRACK ® 34-12° MAX.D.C. 0)0. SHOWN ------------ m INTERLOCK CLIP COVER f \ INTERLOCK N REINF. PLATE 2, S N1ox 3; BOTTOMSUPPORT �l a 2-12• SMS 4; (z)a1ox1°sMs THROUGH SUPPORT, INTO PANEL , f PANEL slox ASSEMBLY INTERLOCK SILL RETAINER 1.12'sMs ALL PANEL CORNERS CLIP ATTACHMENT WELDED, NO ASSEMBLY INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS JAMB TO HEAD ASSEMBLY -�i INTERIOR \ )7ES EXTERIOR DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. SEE SHEETS 11-18 FOR ANCHOR LOCATION S SPACING. SEE TABLES 1 S 2 FOR REINFORCEMENT REQUIREMENTS. CONTINUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT ALL FRAME VINYL SLIDING GLASS DOOR NOA ACCESSORIES INSTALLATION CERT. OFAUTH.I29799 1070 TECHNOLOGY DRIVE N.VENICE,FL34275 yT (941)•480.1600 SGD-5470NTS � 18 0E 21 I � RENEWED .. Flort GFIrotloR .LOCATIONS. �`�`�1�'' JOeNSF"••.7,�`q �� No. 58705 :R0..jW.KI - %gyp'•., sm 0� MD-5470.0 BOX SCREEN DETAILS: ���&., tae l'l'•• e oLf 10 H9 f03 111 101 tfe HORIZONTAL SECTION 11���\�\\ EXAMPLE +1s n\\\\\\\ m-\ Sx 102 +11 VERTICAL SECTION EXAMPLE Do ®EXAMPLE im HORIZONTAL SECTION ® — .875 r r+— 1.883 L 082 BOX SCREEN 100 TOP RAIL 1.020 _1 �+ 1.872 _ 082 BOX foa SCREEN INTERLOCK ,876 1.883 L .082 BOXSCREEN 101 BOTTOM RAIL f 3 .056 — 4 1 —,372 BOX +o� SCREEN 9NAP•N BUO FLAP 1.020 r- 1V062 BOXSCREEN tm SIDE RAIL -�u1-.3�731 — 1.B33 00X SCREEN tm OXO ASTRAGAL ADAPTER rr1_.308 }�t� O60 1.055 487 T 1p87 1.610 ,080 L +oe ASTRAGA �� ADAPTER tm SILL ADD -ON XSCREEN OX SCREEN HEAD t08 AND JAMB ADD -ON STANDARD SCREEN DETAILS: u6 121 122 193 �IIq NORI2ONTAL SECTION EXAMPLE ta0 VERTICALSECTION EXAMPLE � ts+ tst 12x HORIZONTAL SECTION EXAMPLE IF �'j �I-�-1.081 �.7 � 12o2 1 1.778 1.71178 835 060. --►IF 0050 .045 BEEN tx1 SCREEN to SCREEN OXO AME SIDE RAIL, ASTRAGAL L LATCH ADAPTER -}y 1.435 F r—.726 K-0-02 765 .040 @SCREEN VINYL +N FRAME SILL ASTRAGAL SCREEN ADAPTER ADD -ON IN INCHES. JAI p VINYL SLIDING GLASS DOOR NOA 11 10/06/16 X SCREEN DETAILS 8k J ROSOWSKI ® `e sA N. VENICE, FL 34275 20 OF 21 I1e 81 MD-5470.0 B11P11ntlon Date U-11NL1 Dy Mlom d=t Control LYNN 1Y + I4o.687705 "'+........ TABLE D' BOX SCREEN TABLE C: TABLE E- STANDARD SCREEN ' PRODUCTRENEWED wnh th. Florida "I, ttttt�rrrrrr� N 4" e�Pt�i z tiaol�9 e ` tB( .... Ho4-He. 18.1210.02 � 1��:' �tcErrsF'•� .Fy P.aPrrauen oa 0412112021 = •�r:'' No. 50705 :4 VINYL SLIDING GLASS DOORNCAISKI ByPARTS LIST NOTES: 1070TECHNOLOGYDRIVE1) ITEMS# 1446.46-49. S3-59, 72-74.60.81. 84,65,87.89,08 & 99 ARE NOT OF THIS APPROVAL. NOT N. VENICE, FL 34276 SGD-6470� NTS�11 210E 21 fi� REA66705 USED AND ARE PART (941p480.1800 tl Put/ OawdpOan Material 1 18001 2•Teok HeedlJamb RIOO PVC 2 19002 2Treok 9N Rigid PVC 3 10026 3Treok HewlJamb RI91tl PVC 4 19028 3.Trwk SIII Rigid PVC 6 19027 4-Tlack HeedlJemh Rigid PVC a 19028 411ack 891 Rlgld PVC 7 19000 Fronre Sorew Corer Rigid PVC 8 18031 AnoMr Plate 8083dB Alum. 0 18007 TreoN lnaed 8003 Te Alum. 10 18094 q Perlq DewdpOan 1 Materiel 40 BOM BO'ComarAetre8el Cep •E%L WBId PVC 41 18032 BO'Camor Astragal Cep -Int. W9Id PVC 42 18086 sin Riser-(2-1/C) 6083•TBAWrA 43 18022A Sill Rlwf-(3.112') fi0B3-TO Alum. 44 10023A SIII Riser-(4-1118°) 8083•TB Alum. 48 10024A 810 Poser-(44i1B°) 60S&78 Alum 50 718809W .187'x.920'FNeeel (Bill-) 61 T1805K. 1-11Yx1'x314'Fln gaol Dull Plug 62 71890 Dust Plug 80 419091 Inledock Up Cowr PVC el 78763X Tandem Roller Aesembry 08 82 781fi9N Tandem R011erAeaembty Nylon 83 78Xy6FP7X q8 x 3/4' Ph. FH SMS ®Roper & Relnl. 66 e4 419042 Frame Header Bock Nylon fib 48052 Ro1larAdJ. Hole Plug PVC 88 44385 4 Hole Bumper Blap PVC 87 78%i14FPTX q8x 1.114`Ph.FH8M9 ®Bumper3lop 8S BB 71fi880 SN Plug PVC 80 7B186X Gaminl Modlsa Look wlblg Trim piste gree0b8 70 71032X1FPFX 7072 x 1' Ph.FH MS ®Lock BB 71 tedw Handle Klt Ceslaw 76 Kanmer8ng4&G7P8 Spacer System gee Sheet 78 Ouenex 9uperSpocornXTwkh Hot Melt3utyl t0 for 77 Cuanax Dureseal Metedala 70 CeMnel k. Edpe Spacer 70 Dew CoMrig BB5a OE 7700 BeokLeddbg 31IIwne g2 19044 1-1118' Betelod Geed RIgM PVC 83 7g046 1-1li6' t>geo BeeO Rigid PVC 88 71728K Betlm9 Bbck t' x 4' x U78', 86+I-6 dune Neoprene W 701P8TX q8 x 1' Ph. PH SMS ®FremoAesembry 99 91 7BX114PHPT4fOX #8x 1.114'Ph. PH SMS ®Rohl. Bar SS 92 710X1PHPT104UC q10 % I.Ph. PM SMS ®Roll 8uppm SB 93 710X716PPX qt0 x 1.11Y Ph. PH SMS ®Fxtl. Pill. Clip SS 84 710X2.fiPFiP71B40C I.I. x 2-112' Ph. PH SM9 ®Reln6 PletelAsl. 63 95 71420X7.26FPFX /12x2.114'Ph. PH SMS ®Hdr. Block S9 /8 7f0X1.7fiPPX g10x t•374' PR FH SMS Keeper SS B7 710Xi4PP% MO%314°Ph PH BMS�Ext. Pkl. InL 58 # Pertq Description Material 10D 122fi8 Box 9ereon Top Rell. e083'16N 107 1226! Bag crew Balton RN 80B376 AI 102 17268 Box Screen Skk Ron fi9B376N 103 64428 / Perttl Dawrip9on Materiel 120 12033 Screen Forme Rell 8003 Tb At 727 12a2eA eereen Flame-filtle Roll (Latch) 60B376 At 122 17381 Screen 0103 Aelragel Adopter, 8069 TO At 123 4853K Screen Vkb•I AelraOol Adapter Rpd PVC 190128 Frame Slll Screen A BFPBSKBugFlep65duro.Vlrryl TBX712P8AT3q8x1UYPBMS (AeeomMy) BS712027Cotn4r r24 Key Wheel AoeemWy (SleMard)ton 71202799CanerKayWheelAesemdy(i1D)38 ratlae Scroon lnckine Hardware Sloel 710Xi4PPSDAX q10 %314' Ph. PH SMS W Screen Aet. SS 131 70IC12PPSM3% tlex 1lY Ph. PH SMS®OoorAel. SB 132 10A7y3lA ecraen SpWo-.14Y Ylnyl 133 1818C20 Screen Cloth FlherWeee