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HomeMy WebLinkAboutNOASCANNED BY MIA N1i,DADDE St. Lucie County NIdAMI-DADE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street, Room208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) tvliami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) rvww.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 AHD 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: Series1°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 04/05117, 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 915-1210.02 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. /` u5`oi`rg NOA No.17-0420.07 Expiration Date: April 2 2 Qip��' �q^Q ! lit S c� gF�9J )j e l rl PGT Industries, Inc. NOTICE OF 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 (141)", sheets I 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. 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. Canso, P. E. (Submitted tinder 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 tinder NOA No. 15-1210.01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11106115, revised on 01/04/16 and 02/11/16, signed and sealed by Idahnis 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 tinder 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. 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 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 02/15/16, signed and sealed b Anthony L. Miller, P.E. (Submitted tinder NOA No. 15-1210.02) Jorge M. Plasencia, P.E. product Control Unit Supervisor NOA No.17-0420.07 Expiration Date: April 21,2021 Approval Date: September 28, 2017 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 Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 02/04/21. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their `Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTNM1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA Mo. 11-0107.04) F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6th Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No.15-1210.02, issued to PGT Industries, for their Series "5470" Vinyl Sliding Glass Door (Reinforced) — N.I.", approved on 03/0316 and expiring on 04/21/21. Jorge M. Plasencia, P.E. Pp6duct 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 INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10, 2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM E1300, C, DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 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. 6) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOKS): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NDA REFERENCES (TEST REPORTS): FTLS337, 6338, 864E-8649, 8652, 8717, 8068 & 8970: EXOVMI"02-792(A) & 10606.10231; CAMBRIDGE 53575E-09; 7) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION. LTD. HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS, (COMPONENT REQUIREMENTS). B) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. ITRATE APPLICATIONS IN MIAW-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2- THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED A52X ARE 1-12" THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. S) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NONSHRINK NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TABLE A• Bmup M.1ur 9uhetmm Pmm•M•mMe MM.F4pe M... MITI & dii.n1 A H2,.NMSMs IB5)m 411 B.S.SM6 NOb.R m eP e BIB" v� moon, 6 .12E maa W.hnu) a SIIVJemb Ya' 11e' P Le' suet Aae' .aeM Mn Wdnaee w•MsllvJ.mb Ye• o.oao• PAmk YB• 9400' SmaISm4, ABA On SY ATPMn.1RWm.• wuVBAVbmb Ye' 0.-9 40.. Pt�..k ET 0.071' 14 on Iw On akin. P.T. B.". Plm MG-0.01 Lmb 1• idl0` PMN r 1d vT Eko 41a&S. M Wkx P•T. 19."m Plm 0.0.55 weMBllu&rtd 1 mr 1• I4la' B N12, stml xem e.mN 61b) P.T.8.d .Pin. 9MN.ee RmNBl.. Elie- 14W P ok & e' 1 - tlr M. tM.n Cmuml. 2ea kel Pt.A w. s9v m0 14Re' 1-08- nproubaCMu. 11A Ce0 Jm P 1-v6• Punk 1• 1-11T 114• Mm HOeA.O•mFlek npmN. CMU. tASW I -Ye I-IH• P'n°°k 14v 1.114- B 9 .% mM e.a9ke weNOGVJurt PYeek to r 1• 1.Y4' 144' 1/aAl f9-0e.3. AppmMel.! C.mmtk mN.2Ttb WO O. 41/Y Fg 1-11T IeV 14'B' Wemum LMu. 1% J h June T 1.1 . 2 - P.T.S.MM1emPlm ad0.e I wWlsuuJ.mb r I.La o r INe• vT Ek.w..n Ca1R, Mh2A61n wWMNV 2412 1 Yw PAn.k 2.1w 148` piam=, BIM Jam. 2M -tl4' ae o-1 1-1/4• B c..w b1 W.00"V^mmb PM.k 21w 2v2' 13M' 1A0' 1!1°flm 4103.3. CmmFl•a .3.35 unpm.me CMU, TM t`.Po JMnb 2Iw 1.11Y PM.k ZIM 1-114' • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 'UNGROUTED CMU° VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD,30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CCDESISTARDAROSUSliM `` OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2017 FLORIDABLAMING WDE (FSC). 6TH EDm 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 HEIGHTAND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. •ASTM EIwM •ANSUM&PA NDS2015FDR WOOD CCNSTRUCTION •ALUMINUM DESIGN MANUAL, ADW2016 •AISISL00.12 •AISC 38P10 Me flo MM. Fp Mi.. F„ SO 8a 92 GI 120 e 4108cm 90 k31 110 Its M.Aa9M{.BWO 67k.1 96ka1 Eb UftConS 165 WI 177 kd 410 9E Ek. CMMFla0 127.4 kal 109.7 ka1 8083MAlvWwm 18ke1 22 ke1 AOBmw MR MW (M. 33SMd8N4 MMI MW GLASS DOOR NOA (NI) GENERAL NOTES UPDATED TO FBC 2017. VINYL MFG, SGM470111 NTS 111 1OF21 Ala IMPACT RATING NOT RATED FOR MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 8 B7, B2 ON SHEETS 7 & 8 UAL NOTES ............. I 'LE CONFIGS.......... 2 L DETAILS..............3-0 :HOR TABLES......., 7S IG DETAILS ............ 10 )R LOCATIONS ....... 11-16 TYPES ................... 17 SIGNS....................18 PRODUCT REVISED BUIWInDI& wllt,Im.Milea NOA-NdC.. 17-0420.07 r:plrau.n D.W O4212021 No. gem J RO ;OT,TEOR PSOWSKI iB��SATg�"7,)' lOAlAL E, MDS470.0 P.E. i MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1&2 MAX. UNIT HEIGHT / PER TABLESI %2 NOM. PAN PERTAE MAX HE PERTAF MAX, UNITWIDTH NOM. PANEL WIDTH I 1 MAX. UNIT I^ HEIGHT I PER TA13LES I & 2 rovrl� 1 R �a NOM. PAN PER TAI MA) HE PERTAI MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANELWIDTH NOM. PAN PER TABLES I&2 PER TAB UNIT MAX EIGHT HEI H PER TABLES I & 2 I� TABL � I ilwfi-1 MAX. I I� I� 4PANEL CONFIGURATIONS 1 � MAX. UNIT I§ HEIGHT A PER I" TABLES 1 & J &PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS QRbIRf R9MYVN.INLREWMERpupµ PRODUCT REVISED NOM. PAN PER TAB MAX' HE PER T v � l A Ll F) lA Fl 1.1 FI (�j \l [A F) (•1 Fl MAX. UNIT WIDTH a complyyiinngg wIRM1 IM1e Md. 6RIIZO Ceae NOM. PAN PER TAB Iy I MAX I HEI 19 PERTA I J ° • ��Av �log" III� Av vA J _ J_v _ r NOA-No. 17-0420.07 EapNaemn DoW O4212021 I B7 Im mmmF a p aancwamm 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 'X'=OPERABLE PANEL 8-PA14EL CONFIGURATIONS OLD WIDTH= NOM. PANEL WIDTH -6-9/16' 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °O°O INOPERABLE PANEL LOCATIONS, EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p)oo(Xp, PXXXX OR XXXXp. OXXX IN '*V , POCKET NOM. PANEL WIDTH= PANEL WIDTH ♦ 13/16- DLO HEIGHT = D 12 `O�'pRNYL�Hrlegq POCKET CONFIGURATION CAN BE OXXXP. OR HEIGHT 712' aa�aO %IOSNS W,•' ��IL�L���I— d VINYL SLIDING GLASS DOOR NOA(NI) 1=5115 2)GO- &135- CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKETWALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND LJ\\ EXAMPLE CONFIGURATIONS JROSOWSKI �� 'T•''.�� REVIEWED BY THE AUTHORITY HAVING JURISDICTION, C"IOW02011 Mlmumes,m NO CHANGES THIS SHEET. �� 04/05117 :�•' DETAIL LETTER =RR9D9ReseRIFD 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. EF 1070 TECHNOLOGY 7 H O LOFL 11Ss'f.... ......... G\�� N.VE 34275R 6) MAX. ALLOWABLE FRAME SQUARE FOOTAGE=472.656 Fr (—SHEET NUMBER (941)-480.1600 aRr.a R1RN.IAZA 94 SGD5470 1 NTS 2 OF 21 3 MD-5470A A. L N70 P.E PN.ExMse.0 r TYP. ANCHOR TYPE, : EMBEDMENTANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 fl EMBEDMENT —1 EDGE DISTANCE, IL. 8 ANCHOR PLATE AT EVERY ANCHOR LOCATION i ZX WOOD SUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET TYP. ANCHOR TYPE, EMBEDMENTAND :DGE DISTANCE PER_ SUBSTRATE, SEE TABLE A, SHEET 1 S NOTE 3, BELOW EDGE 1w MAX. 1X OR ZX WOOD BUCKSTRIP, SEE NOTE 3, SHEET 1 pETAIL A2 d V`Af000 114' MAX EMBEDMENT DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REFER TO ANCHOR NOTES, SHEET 1. SEE SHEET 13 FOR ANCHOR LOCATION S SPACING, FOR ICHOR QUANTITIES, SEE TABLES 1 A 2. CONTINUOUS ANCHOR PLATE, TTEM WS, IS REQUIRED AT ALL FRAME WIDTH REQUIREDIFDOOR HEIWTIIOVE W DAYLIGHT DETAIL 01 INTF 1= DETAIL D1 INro MEra 114" MAX _ I / kt;;� Tws SHEET EMBEDMENT— SEENOTEATHI9SHEEr� L#8 X 314• SMS REINFORCEMENT SCREW.7 ` m PER STILE, LOCATED AT CENTERLINE AND e", ' HORIZONTAL SECTION (XXX SHOWN) 9-fl 12-FROM ENDS (FACTORY INSTALLED). DETAIL C2 '`' DETAIL D2 ` DETAIL B2 AamAau. NiFALacX INTO MASONRY ` FACP10 W REOURED IF DOOR EMBEDMENT DAYLIGHT 21 nFnWWOWRW 1/4'MAX. --j �lr OPENING I rv4 WIDTH 1 I :.•.,''S'. EDGE DISTANCE P SEE NDTE B. THIS SHEET T I I u nISO25 I I —' al 21 S TYPE, r'I EMBED ENWT EDGEDMTANCE P q EDGE DISTANCE I I PERSUBSTRATE, 1 SEE TABLE A, SHEET C5 d EEPEtY®Wd! — b 1 fl NOTE 3, BELOW I— I EX EPoOR MESHEETIB L:D�— ----J I- PANEL WIDTH ASTRAGAL MAY BE ANCHORTEICMUPER ANCHOR REQUIREMENT IN EITHER HORIZONTAL SECTION (XO SHOWN) INTERIORINSTALLED FIXED PANEL CLIP & R ANCHORS, SEE EXTERIOR DIRECTION. REINFDRCEMENTTYPE6 (SEE NOTEa THI55HEETI DETAIL SHEET 19 ALL PARTS IDENTICAL. FORALL ASTRllLOCNS HORIZONTAIX STRE, ------���� P/ � II1'INSTALLATION, VINYL SLIDING GLASS DOOR NOA (NI) 10105/16 HORIZONTAL XSECT. &, J ROSOWSKI ;NOT INCLUDE INTERLOCK ORASTRAGALADD-ON. OR REINFORCEMENT REQUIREMENTS. ALL FOR IE APPROXIMATELY THE FULLLENGTHOF INTERLOOOII((YS O RTOTESTREPORTS FOR EXACT DIMENSIONS. yTµm SCREEN DETAILS. III NO CHANGES THIS SHEET. &a104/051171 NTS 111 30F21 1€RI MD-5470.0 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 (ENT ONDTHE 7RATE iGEANCEEDGEISTANCEYPE, AND PER SUBSTRATE, SEE TABLE A. SHEET 1 fl NOTE 3, BELOW PRODUCT gREVISED as con8 ContlewRh Ma Florida 6.NOA-N- 17-0420.07 * No. 58M a E L{ p0 °•. s A LYHN DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INIOLNBONRY AND EDGE DISTANCE PER INrovroo0 INf0 MA6pNRY INTO AL DADE APPROVED MULLION, FBC lzeucR p SUBSTRATE, SEE TABLE&SHEET COMPLIANT ALUMINUM/STEEL 1 $NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING OR STEEL STUD. MAY FRAMING. SEE ANCHOR ANDEDGE DISTANCE PER CONCRETEICMUPER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3, SHEETI SUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PERANCHOR DISTANCE EDGE EDGE TABLE A, SHEET REQUIREMENT 1 & NOTE 3, THIS SHEET e DISTANCE ', DISTANCE EDGE DISTANCE EMBED- ' a ... MENT , ., .. .: ''•' EMBEDMENT (.,�,,.' ,...•.•` EMBEDMENT EMBEDMENT IW MAX. s 1/4"MAX. 1X OR 2X WOOD 1/4' MAX ° tf4°MAX- s IA'MAX. f BUCKSTRIP, SEE Q s / ANCHORNOTE3, s e TYP. ANCHORTYPE, EMSEDMENTAND TYP. ANCHOR TYPE, EMBEDMENT AND SHEET 1 EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTAN-.,..,SUBSTRATE, SEE TABLE A, SHEET i & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET / 93 NOTES e MR 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. / LOMTAES• 2) REFER TO ANCHOR NOTES, SHEET 1. MRIIGAes 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, AN0 #8 X314" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 182. DLO WIDTH= NOM.PAEIGHT-NEL TH-ig" HO�pWAL SCREW, 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEMS, IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-71-11te° ANCHOR PLATE AT MIS 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 Q PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME see LENGTH OF THE EXTRUSION. REFERTO TEST REPORTS FOR HEIGHT SILL RISER PRODUCT 9 REVISE® HEIGHT HEIGHT TRSSHEET VARIES WITH EXACT DIMENSIONS. HuuCinp"ICea wlB, ua Flu4ea REQUIRED NOA-No. 47-0420.07 exreRroR POSITIVE Ie,Po-af=n ma 04/21/2021 (� DESIGN .390+1 1-� p T Y PRESSURE, II of OR R SEE SHEETS c,�r abN O 7 g g, .380r=-I (� 23 OR zs }+-I 1-�.390 { 2.947 33 A42 SHOWN LL.. 2.370 MAX �T' 1.793 I I 4.041 GROUTAS a °3 #4ansALsoacPLY 823 'T 2.887 L 3A64 L , NEEDED, SEE T'--ICpI��7Q�I 1.917 ANCHOR NOTE 19 z p ❑ —i .060 .060 .060 I 5, SHEET a 'L T-7 1!4°MAX, fa U O U a y 2-0/2"=TOTAL .060—�a-�- O p IJ SILL HEIGHT 12 SILL RISER SILL RISER 19 SILL RISER rs SILL RISER `'pN ONY LYNN aapa OTOTAL SIL HEIGHT) OSILL HEIGHT) OTAL SILLIHE HEIGHT) OW TOTAL SIL HEGH QC��?• UCENSE EMBED- EMBEDMENT r DISTANCE MENT a • , r. ' , VINYL SLIDING GLASS DOOR NOA (NI) 10Po5/76 <a• y j -b:Glq EDGE TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, & INSTALLATION, VERTICAL X-SECT. 8b JROSOWSKI b'.- l (�I r�• ,,��0aa:� DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® �� 04Po6I17 EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE mPrwcxromv Pcrawsmiss,roc. NO CHANGES THIS SHEET. �'FSS ."Yasilxn•, G��"�` CONCRETEICMU PER SUBSTRATE, NOTE 3, SHEETI PERSUBSTRATE, ui nicxrsussmco rarf�oNAL EN++'� PERANCHOR DETAIL F1 SEE TABLE& DETAIL F2 SEE TABLE& 1070 TECHNOLOGY DR �� rIIiI If II REQUIREMENT SHEET 1 & NOTE 3, SHEET 1 & NOTE 3, N. VENICE, FL 34275 qq Err TNa5pNiiY wro woo0 (941j•480.1600 SGD-5470 NTS 40F 21 3§ MD-5470.0 4 A ALrPEOM ¢P.p THIS SHEET THIS SHEET can )- .acne P.Enaar°s z C�L�-�C]o Q A MfEFIOR SB ll mO m ++ +0 (4)TFQtU KEEPER a� 0 3 It♦ RM 4 O 00 0®MAK0.ro.U.. 00 RB S! BB MA( 1080.G INTEWWt SEESH£ET10 9� DETAIL H2 '� ourno coRN£a 0 EMflWR m (4)THRV �o KEEPER ET Is SEE SHEET iB ❑ i0' IY0 40 d fj p 80, If4`lll o as Q 0 Ba � IMFRl49 t 00 0� la f,. " MAK,eb•o.a d EXTER.R EXIT RFOR a0 00 j� 135• ., 90• 0] 8B q e DETAIL G1 DETAIL H1 tW(15b'O.Q W °1q1' �� 1l0' � 9P d I�'yI RSIMWRWR IB$IEEI%1RNFA 40 I Q INTOt 91 (4)TKRU KEEPER m Lf III T1 v Sj BB 1piomaSO.C., SEESHEET10 PRODUCT gREVISED U.iIL(�JI�� asIcomp%lding with tFlerlaa 1,104-No. 17-0420.07 136 4 Expiration Datp04121/2021 mre Dr miem ro 00 on ro E 00� NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION B SPACING, FOR ANCHOR 00 QUANTITIES, SEE TABLES 1 & 2. P" +4 �u 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR. ; ,,(JAY YLNN/jjp�Ai� x DEPENDING ON CONFIGURATION, a uoF''• d �•' MP%1Eb•D.0 08 * N0. 64705 to If VINYL SLIDING GLASS DOOR NOA (NJ) JAI 10/06/15 14)' PUKEEPER®Mnx m �RLpg —ro Vl aco.a, s£E si,EEr1P CORNER ASTRAGAL HORIZ XSECT. % JROSOWSKI 'A q. (D('�: DETAILG2 b ® 0.11�� aTA o 196' wwwmODmn RGtP'WatR@S.WO. NO CHANGES THIS SHEET. ��04105/17 %'cS+S •'ntoRIO+;,..G�'c� o0rsn waNER 1WOTTECHNOLOGY DR �� �T/�ONAI. N. VENICE, FL M275 A. MN IGUER,P.E (941}41M1600 ISGD-54701NTS 5OF 21 $ MD•5470.0 9$ A REIM705 DETAIL 11 OPTIONAL N- + .•` Ixro NAsoNRr NON- STRUCTURAL � ANCHORS FOR v DETAIL 12 INTD bNSONRY INTERIORPOCKET g+¢ERi a¢ TYP, ANCHOR TYPE, EMBEDMENT JAMB - a3 91 23 27 AND EDGE DISTANCE PER SEE RG¢, SUBSTRATE, SEE TABLE A.� INFERIOR POCKETS MUST THIS SHEET 90 SHEET 1 & NOTE 3, BELOW INCLUDE A NONSTRUCTURAL, Y'.t.I. 10 FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER INFILTRATION. ir' 1 1 1/4° MAX, la EMBEDMENT p� n oer. POCKET BY OTHERS, SEE NOTE 6 BELOW. -' . MENT.'•.: OPT. 1/4°MAX. - ANCHOR .:: .,.. ;''•'.M :. :'•,� CONCRETE/CMU BEEFIBL TYP. ANCHORTYPE, EMBEDMENT EDGE PER ANCHOR Tws SHEET( AND EDGE DISTANCE PER DISTANCE REQUIREMENT SUBSTRATE, SEE TABLE A, SHEET 1 &NOTE 3, BELOW INTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER METAL TYP., SEE ANCHOR NOTE SUBSTRATE, SEE TABLE A. SHEET 4, SHEET I; ANCHOR LENGTH TO &NOTE 3, BELOW BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE I OPT. ANCHOR DETAIL 13 � INTO METAL EMBEDMENT n OFT. E EMBEDMEM 94" 114. MAX. q _= MAX. ' (E%1ERIOR v 10 SEE FIG EXTERIOR POCKET NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CONCRETFJCMU PERANCHOR REQUIREMENT ANCHOR FOR DOOR HEIGHTS 9T AND LESS: at q d FOR DOOR HEIGHTS OVER 96° EXTERIOR POCKET v EDGE ZX WOOD BUCKSTRIP OR PRODU( DISTANCE FRAMING, SEE ANCHOR as ppmpl Bm141ng 2" NOTE 3, SHEET 7 xoA-xo._ - OPT. ANCHOR Bxpl.n¢Ion By f2 0PL Miam DETAIL 14 IWOD 22 E%IERiLA V .1TI`1. VINYL SLIDING GLASS DOOR NOA(NI) JAI 1010511E P-HOOK EXAMPLES, HORIZ X-SECT. S JROSOWSKI NO CHANGES THIS SHEET. 04/05/17 SGD-5470� NT3 6OF21 g4 MD-5470.0 A9 A * j Na 537G3 Design Pressure (DP) and Anchor Quantities Required, (tr alt appmed oanaguratione on sheet 2) Use this table for. Door UNt Height Astragal Relnfomalrlent#2Dp+127.f1-lZrfPaf 6a• 84• 96. D1 n Height 72.16116' DLO Helgm 8415/16' DLO Height LoeksNe Reinforcement 00 Or Me Std. IMedock RelnfcNemeM#27or Grcup AnchorGroup Anchor Group C D A B C D A e C D Des/ga Prestos +120/-120psf +f02g/-f028Psf19.1/6" 80111 C3+1 C3+1 C5+1 d+t C3+1 C3+1 C5+1 C3+1 C3N C3+1 74' LO 8 5 6 5 6 6 6 5 6 5 idtJaMb w tiroP4cok 7 7 7 7 7 7 8 6 8 8 OeslgnPrestos406.3 Ast +f00.2/-100.2 ps! +853/-96.3psf 25-1/0" H¢ad/Blll C5+1 p+1 C+1I C+1 C6+1 C3+1 C3✓I C3+1 CS+1 C3+1 C3+1 03+1 a0' DLO ,ymb 5 1 5 81 6 1 5 5 6 5 6 I 6 I fi I 6 a wid h P4cak 1 7 1 7 1 7 1 T I7 7 7 7 B 8 1 B 1 a Design Pressure +8291-92.9pef 1. +87.3/A7.3As( +73.8/-738 ps! 314M Hod(S3l C5+1 C3+1 C3+1 C3+1 Cfi+i C3+1 C+1 C3+1 C5N C3+1 C3N C3+1 1 36• DLO Jamb 6 6 8 5 5 5 8 5 6 5 6 6 WidthP-hask 7 ] 7 7 7 7 7 7 8 8 8 8 D.@n Pmam +78.4/-78.4pet I +7&4/-7d4Wf +658/-0SBps! 37-11B' HCaNSIII C5+2 1 C+1 1 C+i I C+1 I C8+2 CN CH C+1 C6+i FC 3—+1 T C+1 C+1 47 DLO Jamb 5 fi 5 b 5 5 6 5 5 5 8 5 Wdh P-hook 7 1 7 1 7 1 7 1 7 7 1 7 1 7 a 8 B 8 Oeslgn Prestos +BO/-60ps/ +60/dOpsf +60/AO ps/ 43.1/8' Heatl/331 C3h2 C+1 C3+1 C+1 CM2 C3+1 C3+1 C3+1 C6+2 C3+1 C 1 C3+1 48• DLO Width ,pmb 6 6 6 6 5 5 b 5 6 5 8 6 PM 7 ] 7 7 7 7 ] ] 1 a 1 B a a USED IN EXAMPLE ON SHEET 9 TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1' AND TABLE 01 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER 13 NOT REQUIRED, IF SO,+DPS 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. B) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. SHEETI 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 St. THIS SHEET. 0OF ANCHORS THROUGH THE HEAD S SILL (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). . TOTAL O OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TAR[ E B1: WemrUmlted (+) Dedgn Preamtm SIII Riser Nam. Siu HdgN Mat. (+) DP Allowed None 1-11/16" See Note2 42 2-17 f38.7 psf 43 &7/2" 460.0IAf 45 4b/B" +100.0 Ps/ FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH-8.9115' DLO HEIGHT =DOOR HEIGHT - 11-1118" PANEL HEIGHT= DOOR HEIGHT -2-17 VINYL SLIDING GLASS DOOR NOA (NI) DP & ANCHOR QUANTITY TA13LE NO CHANGES THIS SHEET. 3Gb5470 J NTS' 7 OF 21 NOA-Ne. 17-0420.07 Exprroeon Data 04/2112021 10106/i6 = * Na. 88]Ob J ROSOWSKI 04/05/17 "+4OBion . s/OAIAL 5 ll/lllll Ptr MO.5470.0 Design Pressure (DP) and Anchor Quantities Required, (feral) appreled configurations on Sheet 2) U36 thin table fir. floor Una Height w 84' 98' 108, 12T Astragal Reinforcement #m Lockable Reinforcement #25 6&1&15' DLO Height 72ASMIS' OLD Height 84-15/16° OLD Height 99-15I15' OLD Height 106-15116. OLD Height HD Interlock Reinforcement #25 Anchor GmuP AnahorGratO Anohor Gmup Awh rGmup Anchor Group A B C D A I B C D A B C D A B C D A 1 B 1 C I D Design Presame r169.4/-760.4psf +160/-1fOpsf +137.1/-137.lpsf +120/-13ow +f06.7/-115.6pef 19-118, Head/SIII CS+1 C5+1 ce C++1 C5C+1 C5+1 C341 1 H N 5+1 C+1 C+ 24 DLO Jamb 5 6 7 5 5 5 7 5 5 5 7 5 6 6 6 6 B 6 6 5 Width P-hook 7 7 7 7 7 7 7 7 6 8 8 8 9 8 9 9 10 1 10 10 10 Desh4n Pressure +141.8/-f41.8psf +f33.6/-139.8psf +1fa9/-1128psf +99.f/-fa74psf +87.g/-9S1 pal' 2&11r. HBs01Bi11 C5+2 C& I C5+1 C3+7 C6+1 C5+1 cs+1 C3+7 C5+1 C5+1 C5+1 C3+1 C5+1 C6+1 C6+1 C3+1 C5+1 C5+1 C5+1 C3+1 30' DLO Jamb 5 5 7 6 1 9 5 7 fi 5 5 ] 6 5 6 e 6 8 6 8 8 Width P-hook 7 7 7 7 7 7 7 7 8 B a a g 9 9 9 10 iD 10 10 Design Pressure +1239/-f2aBpsf +116.4/-110.4Psf +9a6/-90.5psr +853/-024pe/ +75.3/-01.6psf 31-1/8° Rc SN C5+2 C5+1 C6+2 C3H C5+2 C5+1 C5+2 C9+i C5+2 C6+9 C6+1 C3+1 C5H C5+1 C5+1 C3+1 CH7 CSH C6+1 C3+1 36, OLD Jamb 5 1 5 1 7 5 5 5 7 5 5 6 7 5 6 8 8 1 6 8 6 9 6 Width P-hook 7 7 7 7 7 7 7 7 8 B 8 8 9 B 9 9 11 10 10 10 Design Pressure +1a0.5/-104.5psf +104.5/-104.5pef +07.6/-87.6psf +75.71.02 1 +6&5/-72psf 37.1/8 HeadIS01 06+2 C3+2 C5+2 C3+1 C5+2 05+2 C5+2 C3+1 C5+2 C5+7 C5+2 C3+1 CS+2 C5+7 05+2 C3+7 C5+1 C5+1 C5+1 C3+1 u 92" DLO Jamb 6 1 6 1 7 5 5 5 7 S 5 5 7 5 e B 8 e 8 5 8 6 Width P-hook7 7 7 7 7 7 7 7 a e e B 1 9 9 9 B 10 10 10 1 10 i Design Pressure +80/•eopsf +W/.Wpsf +60/.Dow +60/-65psf +60/-65psf 43-t/6• Head181i1 C5+2 C3+2 C5+2 C3+7 CSr2 C3+2 C6+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C6+2 C3+1 4W OLD Jamb 5 fi 8 fi fi 6 6 fi 5 6 7 5 8 1 6 T 1 e 1 8 8 1 6 8 Width 1 1 P4mok 7 7 7 7 7 7 7 7 a e I a 8 B 1 B 1 9 1 9 1 10 1 10 1 10 1 10 Design Premure +74.1/-74.fpsf +74.f/-74.fpar +63.8/43.8par 49-11a' HandraN C5+2 C3+2 C3+2 q+1 C5+2 C3+2 C5+2 03+1 C5+2 C3+2 C5+2 C3+1 54• OLD Jamb 5 5 6 5 S 6 fi 5 6 S 6 5 Width Not available in those aims. P-hook 7 7 7 7 7 7 7 7 B e e B Design pressure +60/-saps! +W/-Wpsf +601-WPsf 5&1/8° HeeNBgl C3+2 C3+2 C3+2 C3a1 C5+2 qr2 C3+2 C3+1 C5+2 C3+2 C5r2 C3H 60. OLD Jamb 5 6 6 5 6 5 6 a 5 fi 6 6 Width P•hcok 7 7 7 7 7 7 7 7 B 8 B 6 TABLE NMS: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) OR 2) IF WATER INFILTRATION RESISTANCEIS 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. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEET'I FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM OF AT THESE ANCHOR QUANTITIES. ADDITIONALLY. THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUSTALSO BE CONSIDERED, SEE TABLE 82, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. •�� THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (ON) LENGTH IS EQUAL TO OR GREATERTHAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER TABLE B2: Water -Limited (+) Design Pressure SIB weer Nan. SIII Helght Max. (+) DP Allowed Now 14111V See Note 42 2-1/2' +3e.7 pcf 43 3417 +60.0 pof 44 4.1119' +80.0 psf 45 4-518' +100.0 Psf DLO WIDTH =NOM. PANEL WIDTH -8-9/70' DLO HEIGHT= DOOR HEIGHT -11-1/16' PANEL HEIGHT - DOOR HEIGHT-2-1/2' YL SLIDING GLASS DOOR NOA (NI) DP& ANCHOR QUANTITY TABLE lgSj JROSOWSKI NO CHANGES THIS SHEET. 04105117 q �a iGD-5470111 NTS111 SOF21 III MD-5470.0 10A PRODUCT REVISED a comftlna with Iha Florida 0.1101.1 Caaa No".. 17-0420.07 Eaphaeoa Data 04/21/2021 1(. r No. 68705 M EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - 00 %, INTERIOR MOUNT POCKET. 48' X 84' NOM. PANELS, LAMINATED, IG G WJNG. ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: 44821-58.6 PSF .� PODNET By L_ OR POOHETBY TMERS, SEE NOTE S, SHEETS / 0 INTERIOR POCHEM HEAD SPLICE INTERIOR 1. CENTERLWE IR`O OF A I CENTEMWE O AEE NCHOR IWOOERLLAOAMON. vvmvwu FIGMEFRAMEJAMBREOUIRED I CEMERIJNE NM. OfPANEL1 OF PANEL OFPANEL3 vvv l yx• NdWORAGE, '+2-ANCHORAGE, SIEETI2 SHEEP I2 CLUSTER,-C9-ttUSTM SHEET 12 SHEET 12 x--r NAX 6• •,raNC11ORA0E. MA%. SHEET I2 E%TERIOR END ANCHORAGE (MIN. I ANCHOR) SPLICE NONE: NONSTRUCTURALANCHOR9MAY SEE PoLNET JAMB INSTALLATION ON HEAD ANCHORAGE DETAILS SHEETS PXXX(3-TRACK) BE ADDED IN-FIELOAS NEEDED TO ^ ALIGN THEHEADORSILLPA SPLICEOCWRSWITWNAPOC .. lJ SILLSPUCE WTERIOR CENTERLINE IMERLOCH I CENTERLINE SEEROURESEWWFORADWTIONAL OF INTFRLOCH ANCHORINPORMATON. MA%. OFPANiiI I F-41F CENTERLINE 1^CFPANE12 CENTERLINE rOFPPNEL3 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +4821-58.0 AT A NOM. PANEL SIZE OF 48° X W. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS 460/E0 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY Head/Slil Cs12 ANCHOR IN GROUP A(SEE TABLE A), TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: R 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: e•M7J(. HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE'C3' CLUSTER ANCHORS AT THE INTERLOCKIASTRAGAL. oPr.ANWOR rou0w ANCHORS): SHEET 12 FOR THE'+2ANCHORS AT THE A CNMEM MOSP(AN OF EEDIATE P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET IIFORTHE'C3'CLUSTERANCHORSAT ANCHORAGE THE INTERLOCK/ASTRAGAL. ANCHORAGE SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE'T2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL JAMB: 6 ANCHORS, SHEET 13 FOR GEN. LAYOUT, IR PRODUCT REFERENCES, ALSO SEE: P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL RX SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. )CATIONS OF CROSS-SECTION DRAWINGS. SHEET IO FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN coPrRloxrmm17 P4TNwsR6EsmT SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: "ma.PESENm SHEETS 4& 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL: SHEET 4 1070 TECHNOLOGY DR N. VENICE. FL 34276 SHEET 18 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB.SHEET3 1n80-160e0e SHEET 21 FORA BILL OF MATERIALS. FHOOK: SHEET 8 MIN.1 SILL ANCHORAGE DETAILS PXXX (3-TRACK) END PANEL ANCHOR EXCEPTION: FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-W, OTHERWISE ANCHORS ARE NOT REQUIRED AS VINYL SLIDING GLASS DOOR NOA (NI) STRAIGHT DOOR EXAMPLE A8 J NO CHANGES THIS SHEET. NTS 111 80F 21 1991 MD-5470.0 / IX MOIL V PRODUCTREVISED 99 iiame Ca69ewl<n .M FloAda xma-xa. 17-D420.07 Expiraxon DatgA4/21/2021 LY1�iy�'�., -oQ `tlol�i� 'q ONALIEN�,. A LYNN m PA. P1 f68706 5 STRUCTgWITH STRUCTURAL SILI3/19,NOM POLYISOBUTYLENE 1/d'NOM. 1-11E' NOM. WITH DESICCANT DESIC &18'T GL46S Ta Ta EXT. GLASS W. GLASS 11/1VARSPACE n m 3/18'TGLASS \ \i PAINiEDi W. GLASS LASS /�„ Ay LAMINATED �J- SURFACE )6 KODISPACE SUPER TO PRODUCT I9"EXTERIOR- TPS TN SPACEFt®NXT DLAZED•cpasaa lG O4SG I TGILASSTOWARLXITHE EXTERIOR R I SITE a IMAM PRODUCT IS'INTERIOR- I R GUSEW IF OOM IS TOWARDS THEIMERIOR, ALUMINUM No PCLYIS DESICCANT FILL AREAGUTYLENE s/1B'NDM. GLASS DETAIL SEALB�SILMONESEAL PRODUCT REVISED DESICROLL-FORMED a ompl Inp with the Florid FSTAWLE995TEFl NOT ES' onel9 LedoEXT.GLAs *�WOROEMFNT 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. NObNe. 17-0420.07 GLASS 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. D pimtipn Dat D421/2021 'T'=TEMPEREDl e m ucS WT. GLASS XL EDGE"d "DURASEAL® SPACER SPACER VINYL SLIDING GLASS DOOR NOA (NO a 10/05(15 1k •'r — ^ Ne, S97D5 i *_ ''O i LA __ ��i• Q �' S•'•�?�!no1!..�'�t' ` ���SiONALIEN�.s ALYNN MXLERPE P.E9E9T0a GLAZING DETAILS JROSOINSKI NO CHANGES THIS SHEET. M 04/05/17 dB SGDZ70FI NTS W 10OF21 Jill MD-5470.0 i'0 A SILL CLUSTER ANCHORS LAYOUT: A31P.WALOit NRRLOG CENIEPIWE 4• FJlER10R 2-TMCKCLUUMW MCWRLt%AT A3IMOALOR INTERLOCK 4• CEM—T EXTE�f1IbR 3.2Y �J sTMCKCWSTEII•Ca' ANcxgt LarwnoNs 4" aT KCLLl4TER •G4ANGi0RLO TCM NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED 1 2)TRACK-TO-TRACK DISTANCE IS 2.376•V2.375' DISTANCE FORALLSILLS: ASTMOALOR IMENLCCK— OEMERLKE 4- EMEj�ROR V bT K 0.USl W ANCHOR LOCATKINE t LME 4" IE Tnloa 3.22' fl ST HORLII MOM ANCHORLOCAnON9 AgIMGALOR N LMK CEMEALINE 4' EIRIOR 32: /1 1m CLUSR31 'CS HOHIOCATKNR rs PANEL CENTERINE EMERWR t/ 2TRACKIMERdEMA IVMCINIORLO APCN PMIEL CEMERLME E%IE"1RIOR &TMCKIMEAMMAM v1•MCHORLOCATKIN vt•ANCHDRLOC ON Pug CFN ER ME 4" EMIEfl"1RIOR 2-TMCK MIEWAEMn vTANWMLC=n PANEL CEMERME 4- EXTERIOR 1/ 2-TMCK IN F MEDAM va•ANWORLOCAnONS CEMFALWE 4- E'1RQR n 3.22' E%TJE�RLIi 3-TRAG(INIFAMEOWTE �/ vYANCHOR LOGnONS 4' --4 L-- 3.22" 1n KIMERME(XAW v3•ANCHORLOCkMNS V 4-TMCK WEER MKD Ir ANC11Oft LOGTONS lwANCHORWTKMS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALI 2)TRACK-TO-TRACK 2315' DISTANCE IS 2.376' FOR ALL SILLS: 4' �xK� Hea 3i1 1 a mPlying WM Olo FlodaaRk 00ilding ad. NDA-Na 17-0420.07iCENBFEapiratton Date 04/2112021 R7yMlANCHOR Y LYNA 63715VINYL �q INIOA,;NO MUM3GD-5470 SM. P-Omk 7 SLIDING GLASS DOOR NOA(NI) 10(06116 LOCATIONS A 0&J ROSOWSKI CHANGES THIS SHEET. �A04/06/17ALtPt MS 11 OF 21 4 MD-6470.0 4 A HEAD CLUSTER ANCHORS LAYOUT: 0.4TMOALOR AETRAOALOR IMERLOCK 4• INTERLOG( 4" CENTERLINd CEME= PM EM RRIM 3.22° jj77P322- v 2-TPACKCWSTER'Gt' 15 2-TMC MMMRTV ANCHOR WGTIONS PNCXOR IbOARON9 STMCKCLUSTER•W "MDR LD =m CEMEINRRIccK--j / 4• � NE 6T CKCLWTER 'CO-ANCHOR LOGTKINS S-TMCKCLWTER'CS' ANCHOR LOGTXINS MTMGALOR IMERLCM— 4- CENTERLINE IE�IR�IOR 3.2i v 4TM0RL0 TER •Cfi•ANCNORIOGTIONS NOTES: 1) ALL DIMENSIONS DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: N. HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL PANEL CFM NE EMERIOR e WCKINIER MKW ID v2-MMORLOGTIONS PANEL NT CEERLINE EIRE�RIOR fl 2-TMCK WTERMEOwTE vl•ANCHORLOGRON PANEL CENR:RLINE. EXTERIOR �1 5-TRACKINTER WON ' 1'MICNOR LOCATION 4TRACK INTENMEDIAM • 1-mMoRLOGTgN CENTERLNE 4° RIO 3.22" E fE1 �/ xrMac LNTERMFDwTE v2'ANCNORIDGTIONS 4TMCKIMERMEIA lr ANCHOR LOGTIONS NOTES: T 1) ALL DIMENSIONS'. DISTANCE CEIS 2.375" DISTANCE IS 2.375' FORALL HEADS: PRODUCT Haotll3K I mPlllDe41 J m 5 NOAam NOA-No. P-hook I 7 EKPivellen D. SLIDING GLASS DOOR NOA (NI) 191101051151Ry Miam a OR LOCATIONS �8 JROSOWSKI IANGES THIS SHEET. �104105117 NTS III 12OF21 I$£I MD-5470.0 PANEL 4 CENTERLINE EMEWOR V 3.22' 2-TMCKIMETUdEDAT vTANCHORLOCATXMIS PANEL CENTERLINE 4" ...- 3T2 1 STMCNIMERMEOME V • 9'PNCHORIOCATWN9 CENTERLNE 4' EXTE�IRIOR 3.22° r y 4TRALRIMERNEDAT 13• v MMORWGTCM OWN ARE BASED ON MINIMUM ALLOWED. z.a7s• tVI NOhlhaFlo4tla `. �pNY LYNN 11, 97.0420.07 `� Al;� UCENSF ��((�p 04I21/2021 * ;' No. 55705 "' P-HOOK ANCHORS LAYOUT: 6° JAMB ANCHORS LAYOUT, (PARTIAL VIEW): rx+u�ave�rusromerouowwouueexcxonmurwxa 2.376" --�j 4.75° 7.126" LU MAX 21.6° MAX reRwn � 6° MAX. � 2-TRACKFRAME JAMB JAMB ESP NOTCHES END ®i°X.600" (3) TRACK WEEP HOLES EVERY 24° 91.125°X.190`, (q WEEP NOTCH EVERY NOTES: 1) SEE TABLES 192 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P4100K PRODUCT REVISED HfatllSlll pa•1 Jamb a 7-0ao% 7 IEEP NOTCHES END @ 1"X.600' (8) TRACK WEEP HOLES \� EVERY 24° @ 1.125° X .190°: (1) WEEP NOTCH EVERY 24" @ 1.375"X.600" SILL WEEPHOLE LAYOUT (2.3 & 4 TRACKS) FF tI I or JAMB .(5) WEEP NOTCHES PER ENO @ 1° X.500° LYN,y 10A-N0. 97-0420.07 "Qa'� �UOENSF � Onplro6en Deb 04T � No. 59 VINYL SLIDING GLASS DOOR NOA (NI) A 10/0SHE ixa S III ANCHOR LOCATIONS C 1JROSOWSKI im�razmr .... I41NO CHANGES THIS SHEET. NTS 111 130E 211911 MD-6470.0 ft HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: 2TMIXeo•DOanEa T MIOKORLOWTIOAS (USEY E'CSISSPMlFIED) 4° 4" T - ERIOR s.MCKOQ-W R —rF— •G•ANCHORL=kMNS -\% (USE WHERE RS' IS SpECIREO) 2.TMCKB6•CORNER •CB'ANOIORUMARONS (USE WRERE'CS' IS SPECFEDI "MCKWCOPNER 'C6•ANCHORLOWTIONS (USEWHFRE'W G9 ECIRED) SILL 90° CORNER CLUSTER ANCHORS LAYOUT: 4 I 2-t m9FCORNPR ENTERIOR WANCHORLOWTIONS JJ�� LFl LL (WEWHE'CT REIS9PMMM) I/ H �P 1 I 3TMCN70'CORVER IJOERIOR 'C4'ANCHOR LOWRONS a (WE W HFAE CS' IS SPECFEo) P P H F, I 2.TMCK99'CORNER F RIOR T4'M'ClpRLOCATIONS (USEWHERJ: 189PECI1110) 15 I YTULN 90'CORIER EY.TERIDR 'C9'ANCHORLissn N9 JVL (USE WHNE E'CS' IS 6PFCREO) F P P P P 1 PRODUCT REVISED pIYI wIt5 tbp FIP44a NOA-Nm. 17-0420.07 EAplraa°n baw 04/2V2021 " 4 4 I ��U ucEv 'YM U se �{ 4 4" Nb. 6870E 4'3yJ,'IIyyD11 9.22" P=ORL •,. ..... 0.TMCK90'COMIER EMMOR 4TMCK9PCORNER E%lERiOR 9MRIOR RIOR 'is�ONAL Ba \\\ YA'ANCHORLOWTIONS 'M-MCHOR=ATIONS 0.TMIXPo'L00.NFA n ////ll llllllll\\ (USE WIERE'CS ISSPECFIEO) (WEW E'CTISSPECIREO) 'WMCWRLOWTONS V (USEWHERE•CS•ISSPECFIEO) (WEWHERE'CSI95PECFIEO) 0. LYNN MILLER, p.E. NOTES: pEssom FIcuR®PmrA2+rorHE FDumwwbmroRrsR 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. IsnmumxwLorwlmxa VINYL SLIDING GLASS DOOR NOA(NJ) 1010511E 90° 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE ANCHOR LOCATIONSD SJROSOWSKI SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. d HebWSlll 1 m 4WD 6 3)TRACK-TO-TRACK mPrwcRrmmO POnxousmlEs rre NO CHANGES THIS SHEET. 04105/17 P4+csK - DISTANCE IS 2.375• 2.375• 1 V2.375" ALLRI9HT9RESFR°Em FOR ALL HEADS AND SILLS: 1070TECHNOLOGYDR AR$ N. VENICE, FL 34275 LL++ (941H804600 SGD-54701 NTS 14 OF 21 s$ MD-5470.0 4 A LEAT.OFAUM.gBfBB I HEAD 135' CORNER CLUSTER ANCHORS LAYOUT: S)C�NOIORIOGTONS (USE WHERE V 6 SPEC81®J sTRacKuscmOa+e 'U'ANCHORLOWlI0N3 (USE WhAELY'IB&PFC6E'D) l I• I - 4 \/ 0 `0 4" 322 fRIyIOR 2-1RAIX195'f4R`E1t 'CB'/J1C1WR lOGTI0N9 (USE W HERE TS IS 6PE1;M1lE0) aTR�ctvcoRr&n 'CS'ANOIOR IOCNTpIb IILSE YAH'AE'CS R 9PEC61E0) SILL 135' CORNER CLUSTER ANCHORS LAYOUT: F%ION,M,b•CW1hA6¢L AVUaY1Ld'ATa'IE 196 4° 4, fl6SB 1 2mb 5 4. e�ERIM � 4. (G(�CB AIOOk 7 2lWCJ(195'CORf&11 V bTMCKt]YOOMffR V 5a',1KCx0ALOGiON9 'M'ANCHORLOGTB115 �• (USE WXffiE'CSI59PECIFI®) (USE Wt�PEYS•196PECIFlEn) 4 &T mlBTmO 'La'A ORI1KAHON3 (WE4Ye4AE WSPEGREO) 4TPACK I9SCORNDt bTRAtl(1S5COW cR 'cs.vv+oRlnanoxs •u•AuuloRLarwnora (16E WXB+E •CT IS SPELIREq ggEWHERET3136PECF�O) NOTES: 1) ALL DIMENSIONS SHOWNARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICTANCHOR QUANRTYAND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK FORDISTANCEHEADS 2.376" 2.375" FOR ALL HEADS AND SILLS: IXToo;— 4° PRODUCT REVISED a 4° a comPlYing MIM1 ahe Flarltln Bu1141n8 Cotlo NOAfio. 17.0420.07 EnplmOen cnm 04121/2021 �ERIOR 6Y sTlucrct3B'mamL 'a•ANaoRlarwnora (U9E WXFAE YS 189PECF®) 40 Ou�Ewl 'rs' ap ml 'S�, NALtENG.�`• A L1R4i YILLEI{PE pEIBW06 VINYL SLIDING GLASS DOOR NOA (NI) 10 ANCHOR LOCATIONS E $ J ROSOWSKIWSKI Kremown Finamrnncs,Ps. NO CHANGES THIS SHEET. Al04/06N7 w.RlOxrs0.F,aF11Vm D70 TECHNOLCOY DR loll N. VENICE, FL 34275 e (S41}450-18W ISCD-54701 NTS 15 OF21 34 MD-6470.0 &s A (941)- 80-160oa SPLICE LOGRDN 4° E%11ET�1IRiOR 3.22 �J 9TMCKSPIICE 'OPANCNORLC=00 (WE WHERE SS'ISSPECFIm) SPLICE 4.76" EXTERIOR 4° a &T msPUCE 'CPANCHORLOCI.TIDNS (USE VMERE "' S SPECIFED) 'W "HORLOPATIONS (USEWHEE ISSPEOWEO) �Imm E�mmm mzrmm0 SPLICE ounoN 4" E%TEF�1RIOR 322• 1J 2- R CA SPICE 'CS'ANCHORLOCATIMS (USEW E' ISSPECIFIED) SPLICE LOGTON 4" WETTROR V STMCKSPUCE 'Cs'M=RW=0NS (16E WHERE'CS S SPEC FLED) t/ 4 MCKSPUCE 'M-MCHORLO VONS (USE WHERE CS M SPECFIW) SPLICE LOm=N 4- EXTERIOR �I ? MCKSPUCE V McL LO noNS (USE WHERE'W' S SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4° -C MCHORLWATClS (USE WHERETWISSPECFIED) 4T KSPUCE .w MCHORUSCATCNS (US E WHERE N.s' S SPECIFED) 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)TRACK-TO-TRACK IV2376- FORALLHEAD.375° 2.376' FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPLICE LOGITKW 4, ' E%TERIM fl STRACHsPLK:E V 'CWM"ORLOC=M (USE WERE TC IS SPECFIED) 4' 3TMCK $PUCE MCHORLOCATKMS NSEWHERE'W'ISspmnw) FTMCKsmCE -wMCHORLOGTONS (USEWHERE-CSISSPECOM He�sw C31 tomb 6 Pfioak 7 PRODUCT REVISED pICy, wllh the Pio44R Eull4ing Co, o NDA-N.. 17-0420.07 E. ].amn DMAOV21M2021_ No. 687p6 -:P �019 •a' =onlDn,: •��a. NAL EN,. 1111111111 YL SLIDING GLASS DOOR NOA(NJ) JAI10105HE ;HOR LOCATIONS F S J ROSOWSKI CHANGES THIS SHEET. �9 04106M7 NTS 1A 16 OF 21 1991 MD-5470.0 PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE sma FI%EG L0C16TRE ASTRAGAL AGTRAWL OIRSIDESP ASTRAGAL WBIDE SO• ASTRAGAL OViSIDE1S5• ASTRAGAL IN510E 1u' ASTRAGAL NTERKIROR INiQiLOCK m NTERIGCK IN BRIE WINANCLE BDK OM BOK IN RECENER pECEIVER RECEVER RECENER EKTENORGIASED al SINGUE sowK E F PP K L L TC TA TV TW I SNTF80C1t B H P A C C SC SA SV SW w `a F" Fi `° RR R S maraM S �M FC FD FV FW w J LOC IX D M F W/HANOLE IavAo `D AH1FAO" LR T U Ll. ^° N T U w J BMIN IN CT CS CF WAS Lu RECEIVER AT AS DF a RECEIVER VT VS VF RECEVER ASTRAGAL ,rl AT VV, Wa A-L WF RECRL` EVER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE 'P SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 S 2, SHEETS 7-8 FOR PANEL SIZES A DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOTAVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60-. 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. nefflil N. SCREEN PANEL TYPES 00881E INTERLOCK ASTRAGAL Douala LOCN6TIIE L_Fwvwvv�LJ IMEPoACH JLOCKSTILE ASTRAGAL SD INGU!j�I °RAF I I INTERLOCK DOOSLE A INTERLOCK LOCKS m UABLRAOAL MCKSTILE GOUBLE SNGLE DS��11 IMFRLOCK INTERLOCK VINYL SLIDING GLASS DOOR NOA (NI) I$IPANELTYPES litl JROSOWSKII NO CHANGES THIS SHEET. immi g p u SGD•647o MS IN 170F21 K$ MD-5470.0 PRODUCT REVISED RI m ..Na me vmrm� emiainB �0d90 17 0420.07 NOA-Ne. No. 58706 RE �5.876--�I 640 70.fi36-�) 125 .100 z Qp�.5r 930 1.81�0 FRAME SCREW8, .862 iO 2 TRACK HEADIJAM13 ©4TRACK SILL O7 COVER (PVC) 6O ANCHOR PLATE r-8.250 1 - 8.250 �1 100 O 3 TRACK HEAD/JAMB ® 3 TRACK SILL 10625 rkf�� ^ 5.8Q��jj- �U .11.681 00,3 7 © 4 TRACK HEADIJAMB O2 2 TRACK SILL 3L Q .300-'I 1-jr1 p1709 3,483 g167O015rBr LL2[ 1595 53 40y .188 .110 1209�-.182 120 +.2 RLOCKABO ® AND STILE AND STILS BOTTOM ©R INFORCEMENT, ®�FORCEMENT, ®RENT REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT 3A52 1.472 12' .t25- 3,209 ,060 3.713 .048 , 2.176 1500 .070 L.-229 00 1.170 @135- CORNER © ASTRAGAL MOUNT ASTRAGAL CAP, ®ASTRAGALCAP, EXTERIOR INTERIOR 210 .252 +I� 1�.281 1.287 1.1/10•}T14/16• I ®BEVELED BEAD ® CGEE BEAD --1.000 asa r 062 1.455 8T-.+�.062 TF� I BOTTOM RAIL OUTER SILL 17 SUPPORT 1Y COVER 4w+-.550 I-.201 .061 762 rL 301� 1" 1.928. 9 TRACK INSERT 10 INTERLOCK CAP, O O EMENDED POCKET 5.178 rr 21. F OSO 2060 ,10'0 H-�, 1.813 it ,080 198311 L �� 060 13 COVER OK 17 P-HOOK ADAPTOR 78 P-HOOK .828 .540 .500 �.640 �13.000 061 229 2.976 A94 L-•�12141 1 4t 2.6 .075 1.408 IN AR -.082 �'-'ll"•062 -1 .328 79 NEEPERE13 ®p KEEPER ®BARCORCCEEMENt @RREEIINFORCEMENT 13F00?DPANELCUP ®REW RCEMENT 2.611 -.�9 �''"' 2.696 .060 JV .125 I 2.9 } .070 4075-4.8354279.100312 �210 18 1.876 ® INTERIOR JAMB COVER 1W PRODUCT REVISED s complying with the Fiona. EXTENDEDPOCKET INTERLOCK PANEL STILE, TOP Beading Lode :MENT INTERLOCK ADAPTER ADAPTER ®ASTRAGAL ADD -ON ®AND BOTTOM RAIL NOA-Na. 17-0420.07 Ez99afte Dat.04Y11/2021 3.326 gy 3.346 NOTES: Ml.m Oa uctcontrol L9,9 t)SEESHEET4FOR .090 SILL RISERS. 3.247 3.345 080 L 2)SEE SHEET 20 065.. FOR SCREEN PARTS. 80•CORNER 90•CORNER 90•CORNER 3) ALL DIMENSIONS ASTRAGAL 40 ASTRAGAL CAP, d1 ASTRAGAL CAP, IN INCHES. EXTERIOR `tItNY LY/yN"',,� JAI VINYL SLIDING GLASS DOOR NOA(NI) a 10/05/15 "kW No. fiB)g5 •�P` NO CHANGES THIS SHEET NITS M 18 OF 21 JASI JROSOWSKI 73p QIWJr •pD�F11 '�Fss•."?ORIDA.: C ALYNNNIMER, PE FF.. �A 04/05/17 MD5470.0 � A )INSTALL ANCHOR CLIP INTO PANELN ED STILE TION,, A, SHEET N 5' SMS CLIP 2)INSTALLCUP HEADER BLOCK TO HEAD INTO FRAME JAMB ATTACHMENT &SUBSTRATE, o USING 4 INSTALL ONE BLOCK AT INSTALLATION EACH INTERLOCK ANCHORS, SEE ATASTRAGAL, INSTALL o TABLEI ONEBLOCKTHAT SPANS BOTH PANELS. 9 MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. JAMB TO SILL ASSEMBLY TACH WITH #8X 1-114' ® 34412-MAX O.C. COVER BOTTOM RAIL P SUPPORT n (2)#10 X 'SMS , THROUGH SUPPORT, es INTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK 4-PANEL, 2-TRACK OXXX SHOWN ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS JAMB TO HEAD . BLOCKHEADER T. -i im lwSMS J � ill II 1 (4)I# X 2'W \\ (4)1 9: LOCKING JAMB V KEEPER 19 1111 INTERIOR l� )TES EXTERIOR DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. SEE SHEETS 11-16 FOR ANCHOR LOCATION S SPACING. SEE TABLES 1 S 2 FOR REINFORCEMENT REQUIREMENTS. CONTINUOUS ANCHOR PLATE, REM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. i S IDINGORIES GLASS DOOR NOA (NI) +O VINYL,ACCESSORIES ACCESSORIES INSTALLATION OWSHI �8 J ROSOWSKI covrwcxrosmi Par HEuer9s:s,va. � CORRECTED#98 04/06/17 u�amrts o 1TECHNOLOGY N. N. VENICE, FL 34278 (941)-480-1800 1 S205470� NTS 111 19 OF 21 10 MD5470.0 j9 A EEGi.OPRUiII. KEEPER TO JAMB ATTACHMENT Exp[muen No, 58705 STANDARD SCREEN DETAILS: ll x]Zj JI{LL seclNry EXAMPLE 92 Nt tII HORIZONTAL SECTION EXAMPLE tm tm HORIZONTALSECTION"" L'l 1.081 �- �•1"-1.081 �� 1202�---+---y11L� 1 050 1778 5 676 876 I 1.020—�o-�.OSO —.+� SCREEN . iN FRAME 1a1 SIDE RAIL, 1II ASTRAGAL O 1,9`�933 1.93 1.5J74 RAIL LATCH ADAPTER L- 062 L 062 PRODUCT REVISED Otm BOXSGRFEN to SOXSCREEN 1 BOXSCREEN 7 1A351�-- 0.110.0 iodoniN Ne Flonaa TOP RAIL OBOTTOM RAIL ®SIDERAIL -}—y r—.725 I Non o. 17-0420.07 tax 7..tx65 Upinnen oato 0421/2021 oRtm 040 10> t+e to 1.020 r-- 1.693—.-�.373 r-- 128 .052 mmm�-o. eet enw tpt +n SCREEN VINYL OFRAME SILL a 1 e 083 a a e ASTRAGAL SCREEN 1.8L72 .055 1.833� ADAPTER ADD -ON o L t`� ut tox o 062 � )-�.372 L i. 9SCREEN 1M SCREEN Box BBO)(SCREEN 6a INTERLOCK SNAP -ON ASTRAGAL VERTICALSECTION BUG FLAP ADAPTER VERTICAL SECTION Y LYxxx� EXAMPLE EXAMPLE NOTES: Jaat ......... . 1.300 r1.4871) ALL DIMENSIONS IN INCHES. 7�• uCExSR —�11.943 r-- 055 1.487 Tom— *. N0.68706 O50 I L510 p VINYL SLIDING GLASS DOOR NDA (NI) 10/OS/16 .i .60 SCREEN DETAILS �`S JROSOWSKI ;�., le( �•�,,,:x BOXSCREEN BOX SCREEN SOX SCREEN HEAD ��J�d eqq �'n'•. E F 1m ASTRAGAL. 1Ux SILLADD-0N 10BANOJAMSADD-ON mavRi o� xliFsuvan es.us NO CHANGES THIS SHEET. 8404105N7 ���SS��� ADAPTER 1070 TECHNOLOGY DR a5 ,�� xxxx�NAL+EN+``` N. VENICE. FL 34275 q (941)-48D-1600 SGD-5470 MS 200F21 3'i MD-S470.0 i$ A AIttWMLLrn'P'E anr. orx,vrRtxaee v.Escaxm .. 0__ _. PeH# Demiptlon Material 1 18007 2•Tmcx Head)Jamb weld PVC 2 t8002 2-Tack FM RgM PVC 3 19MS 3-Tack HmdlJ b weld PVC 4 Isms VRack SIR wild PVC 6 19027 4-Tmck H.WJamb Rigid PVC 6 10028 Tack Sin wgld PVC 7 191 Frame Same Oaer w9M PVC 8 19031 AMhw Plate 8063.7E Alan 9 19007 Treat, Wed 6063-TO Alum 10 19084 trdedeok Cap -Extended Packet RgM PVC 11 19030 Bohm Ralf SupPmt B i.Abm 12 IWWA Oxer SHl Corer 6063-TB Akan. 13 IN11 SIR Track Oner Rigid PVC 17 19332 P-Hmk Adapter 606:4-TsA 18 19020 P4bdr OO TB Akan. 19 19047M ExterMed Kasper 60E3-TB AM. 20 19029M Keeper 6O8:1-TB Alan 21 19014 Re] rbl"Mont 0WCrna Rigid PVC 22 18030 Relrboment Ber B7005-75 Akin 23 WO37M Fixed Portal Olp 6083.T8AWm 24 19035M RebbmOm ht Pleb eD83T0 Akin 26 iB017M Top Fell, Bolton Rah cad LWIM00 RaNbmanent 0OBS-T5 AWm 26 19M Compwto 27 19016k4 4 elock.30OMW=emrd. Std. 60(15-13 Akin 26 /007&M mtadoak.4W Reirdomemem, HD 6006-1 AAhmt 2D IWIBM IAoURgaIRDhdarC9nWrd 6005-715 Andre 30 I0063 Estendod Packet ldedadl AdaPI- 608'd-Iumn 31 IW05 IrM1odock Ad<ipmr wend PVC 32 10008 Astragal Addon w9ht PVC 33 10004 Perel SOla, TalVBolbm Rol FIRM PVC 34 7904D NtadorJemb Cavx BOSS-Iu AWn 35 18016 135'CmrerAetmgd 6083-76 Alum 31) 19077 195• ComerAetmgol Poseila Moum 6008-TE Akin 37 ieDR 135•Cwner AeNgol Cep -End. weld PVC 38 loom 135• CamerAetregel Cep -InL Right PVC 38 10078 SO'ComerAatmgat 8003-TB Al.. # Partp Description Materiel 40 local SO'Comer AatmBat Cep -Est. Rigid PVC 41 190132 90• Comer Aatmgal Cap -Inl. RiBId PVC 42 10055 SIR Riser-(2-IM) 8093.TBANm 43 19WA SIB Rser.(3-1/2') 6063-TB Alum 44 18023A SIR Riser-(4-111B') 60B3-TB Alan 45 10024A SRI Riser- (4 ) MUTT-8 Alan 60 71WOGW .187 x MT Flnacel (Sub) 61 71885K I-W x 1' x 3W Fln Seel Dust Plug 62 718911 Oust Phg t10 41BD31 Intnlxk Olp Coar PVC ei 7815iX Tandem Ro0erAs6embly 66 82 1 7816SN 171andem RollarAssembly Nylm e3 78RWPTX 148 x 3/4• Ph. FH SMS @Raller6 Rain[ 86 54 41M42 lFrove Header Bkmk two, BS 48052 RdisrAdj. Hde Plug PVC Be 44386 4 Hale Bumper Smp PVC 67 76X114WP 0e x 1-1/4' Ph. PH SMS ®Bumper Stop SS e8 716980 SRI PRO PVC Bo 70185X GoMM Margin lack w/Img Trim plate SNaySB 70 710MFPFX 1032x I-Ph.FH MS@Lack 89 71 'edeo Handle KB Cost 2lre 76 Kanorerling 48G TIPS Spaoar8ysmm 76 Ouenax Supar9pacerNRwlh HM Mdt Butyl So1Slept 10 a 77 Duorex Dumsem Materials 76 Cordrel (1. Edge Spacer 79 Dag CourIM 895 ar GE-77110 Baekoodleg 50aene 82 1BON 1-111V Bowled Bead Rigid PVC B3 I8046 1-IflB 00 aBend FROM PVC BB T772aK 9etWg 9bck 1• x 9• x 1/1B', BS+/-6 tllw. NpPma 8o 781PSTX 08x I- Ph. PH SMS 0 Pmme Assemby 69 91 71D(114PHPT410X #8 x 1-IW Ph. PH SMS @ ReNL Bar 66 g2 710XIPHPTIHX #10 x V Ph. PH SMS @ Rea SupPM SS 83 7iomsPPX #10x 1-112'Ph, PH SMS @Fxd. Pill. alp SS ea 7I00Q.6PHPTIIISX #}0 x 2-1/2' Ph. PH 9MS @ Retd. PIRWASL SB 95 71420X2.25FPFX M2 x 2-1/4' Ph. PH SMS @ Hdr. Block 89 06 7710)34WPX #IOx1J/4'Fh. FHSMS@ARMWnt SS 87 T70)04PP% #10x 3WP L PHSMS@FSLPkLNL 68 08 710X2PPX jffl0xVP1,FHSMSNtu,ePW SS NOTES: 1) ITEMS # 14-18. 46-49, 6359, 72-74. 60, 81. 84, 85, SMO, 98 & D9 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. p —� pad# Des4lpeen MiRL-dal 103 12M Epx Svmm Tap Rag 6D63T5A1 101 122ffIr Ba Screen BaBcm Rao aW3 T. At 192 12268 sax Screen Bids fmll e0&1 T6 Al IN 84428 Sax Screen knock 6089TBAI 104 17347A Bax Scan, Snapon Bug Flap SOm TS Al f05 e4M5 Box Semen OXDAelmgel AAapmr 606376At 108 tT349 cal Scram Aaba9u1Adepler E05375 At 107 IC039 Box Sard6n Frame SO Addan 8D73TSA7 108 16038 Bra Semen HoadlbmA Addrn 50537SAt 109 72DXIX IM4.20 s VUS@ Tap Pal 99 110 720X117X 1#1420x I-Wr M5@Sat Pat 98 III 717830 WdP.D0"x.167-Fm Seel 112 618XK VVetp..187'x.60P@But, Rap 113 7SR42 SGndaN Roger M/Ira 114 7SR4R HDRdor Be 116 ades Screen Leaking Hardxan Steel 116 41063 Samoa Kaopef Elea 117 MAPPA We 1• Ph. PH SMS Steel I" ISSZPY4 Screen Spline-.IST&.186' 'A"I 11e 181em Sang, Odh FikoVe3s TART F Fr RTANDARn SCREEN # Part# Dammliption Mandel 720 1 M Screen Frame Hal 6063T5AI 121 120-A Screen Roma -Side Rall(tatch) 606375 AI 122 17363 Semen D)m Aabeeal Adapter 6083115A1 123 4853K Semen Vinyl Astragal Adapter ROd PVC 124 100126 Fmmo3NScreen Addan BDB3 TBAI 125 6FPo5X Brig Flap, 85+/-5 dam Vinyl 128 710012PSAT5 08x 1-IW Ph. PH SMS (AesomW) SS 727 71202T Caner Kay Wheal As4amixy(sleded) Nyl. 120 7120=3 Comer Key Whoal Assam* BID) SS 120 \ache Semen RocMrg HmAWM Steel 130 710X44PPSDAX AID 314- Ph. PH SMS@ Sawn AeL SE 131 7BX12PPSMSX #8 x ilY Ph. PH SMS @ DaorAeL I as 132 1W1/&4 Somon Opera - Ii Vinyl 133 181840 Screen Cloth Rbw— SLIDING GLASS DOOR NOA(NI) 10105/1' LIST 1S J ROSOWSKI kNGESTHISSHEET. $A 041OW17 NTS IAl 21 OF 21 18111 MD-5470.0 PRODUCT REVISED 1rD n)4r rapt with me npdda \\\t NDA-No �'� 17-0420.a7 6apimepn oam0412112021 ex *: NO. was _