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HomeMy WebLinkAboutNOAMIMI m SCANNED BY St. LUCIP. rni inh , DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) HOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 w .miamidade.eovhconomv 1070 Technology Drive, North Venice, F1.34275 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 115470" Vinyl Sliding Glass Door (Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA', sheets I 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 Official. This NOA revises and renews NOA #15-0409.04 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. NOA No.15-1210.02 MIAMI-DADE COUNTY \- Expiration Date: April 21, 2021 U\C \14 Approval Date: March 3, 2016 ti 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 NON", sheets 1 through 19 of 19, prepared by manufacturer, dated 10105115, 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 11/19110, signed and sealed by Jorge A. Canso, 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 2011203-94, issued by Fenestration Testing Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Canso, 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. 15-1210. 01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210. 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. 15-1210. 01) 7. Additional test report No. FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 17/04/15 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 Idahnis 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 POT, 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). 10-002-792(A),10-06-M0527, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted uuder NOANo. ]1-0107.04) F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (50' 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 Sliding Glass Door (Reinforced) — N.I.", approved on 06/18/15 and expiring on 04/21/16. Jorge M. Plasencia, P.E. Product 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 & 90a/135e 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 PERASTM E1300. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PERASTM E1300. 3) ANCHORAGE: THE 33-113%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 (NONSI: ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NONS, VISION EXTRUSION. LTD. WHITE RIGID PVC NOA. VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOAANb BROWN COATED (PAINTED ORLAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 6338, 88485049, 8882 & 8717; EXOVA-10-002.792(A) & 10-008-10231; 7) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDINGTHE 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. 9) 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. CRETElCMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS COUNTY ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE 2) FOR OT 3) WOOD I IF UNIT IS GREATER BUCK TINT LENGTH OF SUBSTRATE APPROVED DEPICTED AS 1XARE LESS THAN i-1/2' THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL LED DIRECTLYTO SCUD CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-llZ' THICK OR D ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. ID INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE IF BUILDING OFFICIAL. RATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PERTHE FBC AND TO BE REVIEWED ITY HAVING JURISDICTION. T TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, MONSHRINK :ROUT, MAX. *1 THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE' SILL THAT IS NOTTIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF 1Mn nnacnTOAVPR MR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS JURISDICTION. 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 IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH ANDIORHEIGHT. 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). VERIFYTHAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 6) INSTALL AS PER THE GUIDELINES OF THIS SHEETSET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. BwuF - Anchor subabat0 Framo Member MIn. EdBa Olalanae MIn. Embadmout .T. BON anPM. (SO=0.66 m B' P'k°° 016' 1 8 A 6%.t.01SM8 (06)ar1108.8. BMS, (min 11 IMadaA1) tnd1tl0f1• 'TY .12a•Mm VJ6Rneee HaeNeVVJemb ' P•hook 88' IfV /B' 3100. A88' 0.mv Mn. tw.kroe4 Haod/BBVJamb WV 318' 0.060' PJRok SIee15lW,A=W..15' 8071'Mn. INok,le6s NBWJamb No- 0.071- UOe. ;Fk XV 0.07 - 4 a. 74•Eloo W.wn P.T. 8.1b.m PRR (10"'M Jemb 1' 1SI0' P•hwk S ) SIB' I14'EIa0410 8.8. CreteFlex P.Teomham Plw 80-0. H.W8131Jemb 1' -vV P• 1' I.wo. 0 tl12, ele Dow( OBI P.TSwNempk. NKI-0.0Rhwk H..WswJemb N18• 1.8- GIB' 1S18' 114'Eko Ullmoon Qm.w fta6z05mll P-IooR 1.14W 14VV UIRmNed CMU, 1MC8D Jamb 1' 1-114- P4 k 1' 1•V4' O 114•EIw410 89. DeleFNx Un2aNa U, (ASIM G90 1SI4' 141V Rhwk •1/4' fbncrele Mn3.35M1 H0e41SVVJ6 iSl1B' 1.Y4' k V 1 4' 11T Doo 1SB S.B. Addre•061a Cwwrele Mn. 2.22 MI HeadRi'Tmb I -VT 131 ' P-hwk 1-0Y UM wne CMU, ASiM C.kO Jemb Y 1.11V Rbwk Y 14/4• P.T.eadbm Pine 0N.E5 S Jemb 1' 1. w P4kwk 1' SIB` IWE100 Whom COlNrele m1n. 286 k61 HOedIBNJemb 2-112' P4 k211Y Un,d CM , Cdp Jamb 2.11Y Rl k 2 Y GABTM 114•Rw410 S.S. 10iWFIeV COmm10 miS 3,35b ewIS110 mb 2- W M P4wk R11Y Un .t4ad CMU, ASW C80 .kmb 2-112 P k 2UY TAND S USED: 2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION ASTM E1300-09 ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL. ADM-2010 AISIS100-071S2-2010 SLIDING GLASS DOOR NOA 7.8 b 10 .11- 17 e MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO'MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FUW6 KSI & MIN. FY=33 KSL 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. IMPACT RATING NOT RATED FOR MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS T & 8 III GENERAL NOTES JAI J ROSOWSKI I FL 34276 I S�Gp-5470 JINTS 1 OF 21 MD-6470.0 PRODUCT RENEWED ae c..Plying with N0 Flodda BBildinp Code NOA410. 15-1210.02 Eapl6a0on bato 04121/2021 Ox0"1 LVNN .....0 Ri", �,j0�.`10ENS8 . 8105 No.5 a= -0••�y1P1 0f i�: MAX. UNIT WIDTH MAY. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES I&2 PER TABLES I&2 - MAX.. UNIT HEIGHT / I� I" MAX.. UN� HEIGHT PERTABLLES I & 2 I PERTABILES1&2 J 1•PANEL 2-PANEL CONFIGURATIONS CONFIGURATIONS MAX. UNIT WIDTH NOM PA PERTAB M H PER TA v v loom, F- Fu �. . NOM, PAN PERTAB MAX HE PER TA 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH �1I NOM. PANEL WIDTH NOM. PAN ]� I I^ 18 ,oaa, IN N-J PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES I&2 I I I Ip^ Ig .15 PER TAE MA) HE I TAB / y( l)i / / 3-PANEL CONFIGURATIONS NOM. PAN PERTAE MAX HE PERTAI � v � f tr ' v er v er NOM. PAN PERTAB 1 I I" HE Ig PER TA I� J 6-PANEL CONFIGURATIONS iL WIDTH LES1&2 MAX. urvll WIUIX --�1 UNIT GHT alt. ER�_ NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT �€ HEIGHT ER E PER I" TABLES 1 82 ..a Is I Lull., 1-�- Lil LINE L7&Ls—L '• 7-PANEL CONFIGURATIONS r CONFIGURATIONS NOTES: "X"=OPERABLE PANEL I)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS. POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "I- INOPERABLE PANEL `I, POCKET LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXV, pXXXX OR)000(p. OXX(IN POCKET CONFlGURATION CAN BE OXXXp. 2)90"&135• CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. pff. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER CERT.OFAUTH. p2p280 4) FOR NOM. PANEL WIDTH, SEE TABLES I&2. 1070 TECHNOLOGY DRI I—SHEETNUMBER N. VENICE. FL 34275 6)MAY. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' (941)480-1600 —I v"V��uuvn vurv++•�•• By la MIemIA Protlucl Con4c IN I J &PANEL CONFIGURATIONS OLD WIDTH = NOM. PANEL WIDTH - 78 OLD HEIGHT- DOOR HEIGHT 11-i115°`�J`��V LVNN Jp�� PANEL HEIGHT =DOOR HEIGHT-2-1/2""o5 VINYL SLIDING GLASS DOOR NOA 10l05115 1EXAMPLECONFIGURATIONS �&• JROSOWSKI �.i W: g .1& NTS III 20F21 a£ MD-6470.0 ANCHOR TYRANCHORTYPE, :'- EMBEDMENTAND EDGEDISTANCEPER .. SUBSTRATE, SEE ^'. TABLEA, SHEET 1 & NOTE 3, BELOW EMBEDMENT EDGE DISTA1NCE] 1Ls B / ANCHOR PLATE AT EVERY ANCHOR LOCATION i 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE3.SHEETI 7YP. ANCHOR TYPE. EMBEDMENTAND !DOE DISTANCE PER_ SUBSTRATE, SEE TABLE A, SHEET 1 & t NOTE 3, BELOW L EDGE 1/4-MAX. 1XOR2X WOOD BUCKSTRIP, SEE NOTE 4, SHEET 1 DETAIL A2 INR MMOD — 1W MAX. EMBEDMENT FRAMEWIDTH REOUIREDIFDOOR HEIGHTIa0VE w DAYLIGHT ip LDa OPENING-1 2S WIDTH I — -- _ METAL TYP., SEE ANCHOR DETAIL Cl DETAILDI ^NOTE4.SHEETI;MIN. OF3 WTERLOCK VAO METAL \ THREADS BEYONDTHE uerAl mmervere SEE NOTE0. )THI66HEET ° �]�LUO I I BEE NOTE e, LT se arc nv,�a TNIs aHEET MAX.—� w TMI98NEET EMBEDMENT—� BE BEE NME8,TH16& TzaI (� L__----�� #BX 314' SMS REINFORCEMENT SCREW;7 `/—/�// wPER STILE, LOCATED AT CENTERLINE AND 6', HORIZONTAL SEC I ION (XXX SHOWN; � � � � _ 0" & 12" FROM ENDS (FACTORY INSTALLED). DETAIL 02 DETAIL D2 DETAIL B2 INTERLOCKI womsONRy FACING INf. REOUIREDIFDOOR EMBEDMENT 21 {p WW EOVERSS- DAYLIGHT pt 114'MAXQ OPENINGI WIDTH " EDGE MUBM P t SEBNOTEGJT -GREET T .. �' DISTANCE El 21 RO @0 ]B I I PE, B9 B EMBED ENT AN ps�pbyg EMBEDMENT AND q SI q e o p EDGEDISTANCEI I PER SUBSTRATE, SEE TABLE A, SHEET �e 1 & NOTE 3, BELOW I EMERIOR I Lb_____J PANELWIDTH CONCRETFJCMU PER ASTRAGALMAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP & INTERIOR OR ANCHORS SEE EXTERIOR DIRECTION. NOTES PPLYT023 AND 4 TRACK CONFIGIONS REINFORCEMEMTYPEGIBEENOTEa THIa6NEET) DETAIL SHEET IB ALL PARTS IDENTICAL. 1)DETAILSA URAT 1. 2) SEE R TO SHEET 13 FOR NOTES, SHEET I. 3) SEE SHEET13FOR ANCHOR LOCATION 8SPACING, FOR WmTl PORALL LacNaTltes, [O ASTRAGALS,am 2B ANCHOR QUANTITIES, SEE TABLES i em lu. 4) CONTINUOUS ANCHOR PLATE, ITEM (18. IS REQUIRED AT ALL HoazowT Rani FRAME ANCHOR LOCATIONS. 1 DOES NOTINFORINCLUDE INTERREINFORCEMENT 6) PANSEE TABLES FOR REI EQ O REQUIREMENTS. 8) TREFULLENGTH ALL m1ERIDCNs O AL ADD-0N. � � � CEBvoP AOTH.MB2aB 1070 TECHNOLOGY DRI' APPROXIMATELY DNLY REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH NFORC MENTS N THE EXTRUSION. TO TEST REPORTS FOR EXACT DIMENSIONS. MMMD IID N. VENICE, FL 34276 7) SEE SHEET 20 FOR SCREEN DETAILS. (941}480-1600 G GLASS DOOR NOA 101051E N, HORIZONTAL XSECT. I. J ROSOWSKI �a NTS 111 30F29 jj4j MD-5470.0 199T DISTANCE EDGE EMBEDMENT EDGE DISTANCE EnpNetlon jc Nv.56705 A.LYNN PE. DETAIL E1 TYP. ANCHOR TYPE. EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 DADS APPROVED MUWON, FBC w x 01W AND EDGE DISTANCE PER Ixrovr000 wro°USOHRY u0o L4TAL 1xouCK4TRIP SUBSTRATE, SEE TABLE A, SHEET COMPLIANT ALUMINUMISTEEL 7 & NOTE 31 THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE. EMBEDMENT FRAMING OR STEEL STUD. MAY CONCRETEICMU EDGE FRAMING, SEE ANCHOR AND EDGE DISTANCE PER CONFRETEICMU PER BE VERTICAL OR HORIZONTAL. PER ANCHOR DISTANCE NOTE 3, SHEETI gUBSTMTE, SEE TABLE A, SHE ET ANCHOR REQUIREMENT SEE SUBSTRATE RATE, EDGE 18NOTE 3,THIS SHEET EDGE TABLE A. SHEETI REQUIREMENT Dly-rANCE DISTANCE - EDGE DISTANCE EMBED- . MENT EMBEDMENT •• '+ EMBEDMENT EMBEDMENT ^LT` ANCHORPLATEAT EVERYANCHOR LOCATION DAYLIGHT OPENING HEIGHT 1/4' MAX. GROUTAS NEEDED,SEE ANCHOR NOTE 6, SHEET 1 1/4' MAX. -I iX OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 FOR FD{EOSTRE3 Axo NOR60NTAL fWLB FRAME BEE - HEIGHT Hm t T08 SHEET /,I O eo G EMBED-iANCHOR :.'. r - ( EMBEDMENT MENT ..'••. TYP. ANCHOR TYPE,E EMBEDMENTAND 2X WC EDGE DISTANCE FRAI CONU PERSUBSTRATE, PER DETAIL F1 SEETABLEA, . REQUIREMENT ,,.,x6Y SHEET 1 & NOTE 3, THIS SHEET L774'MAX. u�TYP. ��:JN��L-114°MAX. All /.ANORICII I�-V4°MA%, ANCHOR TYPE, EMBEDMENT AND LI TTm,. NCHORTY�PEJ, EMB�EDMEM AND E DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHIEST I& NOTE 3, THIS SHEET TABLE A. SHEETI& NOTE 3, THIS SHEET NOTES 7) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, #8 X3I4° SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1&2. PLO WIDTH= NOM. PANEL WIDTH -8-9116' SCREW: 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM#B, IS REQUIRED AT DLO HEIGHT =DOOR HEIGHT -it-1/16" CENTERLINE AND B"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT =DOOR HEIGHT-2-1/2' (FACTORY INSTALLED) 61 SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL iE(GHT SILL RISER LENGTH OF THE EXTRUSION. REFER TOTEST REPORTS FOR PRODUCT RENEWED , EXACT DIMENSIONS. Its comps ° wItn me P.M. VARIES WRH Bp64m9 Cod.. .REQUIRED xoau7.. 15-1210.02 POSITIVE E[pinuenD .04 12021 DESIGN .380—�•1 PRESSURE, —r BY. — SEE SSURE, .300 -r-�1 F+ 1 mmm pa o reauet cenvol 7 & 8. .590 F+- I 1— I 1.793 2'3j O I 4.041 d426HOWN L L 1t M346 At30APPLY .823 2.887 3.484 1.017 .060 .080 A80 p 2-112'=TOTAL .060 �••n+ ° Q SILLHEIGHT SILL RISER SILL RISER SILL RISER SILL RISER tat I�Ir a ( as u �- O21Y2°TOTAL OSILL°TOTAL OSILL ILH HEIGHT) SILL HEIGHT) SILLHEIGHT SILL HEIGHT) SILLHEIGHT) SILL HEIGIit) l;''FNS / Cyr '•. it '. �LJL�-(�\j\`�-��jU, I��T-� VINYL SLIDING GLASS DOOR NOA 10/08116 ''r No. 80705 TYP. ANCHORTVPE, J INSTALLATION, VERTICAL X•SECT. �4 JROSOWSKI t-0 •: 2 1� IG r W; EMBEDMENTAND i 4�U'.. 5 r IF j: EDGEDISTANCE''•;F<oR1OP;'G PERSUBSTRATE, CERr. oFAUTx.#zE2ep m ',FS p\ �. SEETABLEA, 1070 TECHNOLOGY DRIVE A 'o"IOMN E`°� SHEETI&NOTE 3. N. VENICE, FL 34275 Yq ALYlptMIIM Pg. cc THIS SHEET (941)480.1600 1SGD-5470I NTS 4OF 21 6� MD5470.0 4 PEp°Nos ____ bpmmm Ilk 135° DETAIL G1 IN910ECORNER 00° x DETAIL H1 M lw 20' IN910BCORNER EXiEflICA p11EAld1 M 9E FATEEE�TNOq V U 135 Q - eapo-auon on uavc, xiEnl By mlaml-0uM.d.ct Control I§�yJ��'y V — 2 �O q o NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 16 FORANCHOR LOCATION & SPACING, FORANCHOR 1Ti a m QUANTITIES, SEE TABLES I&2. 3) CORNER ASTRAGAL MAY BE EITHER TOTHE INTERIOR OR EXTERIOR, X11 ���0�Y 4YNN 4V,'FF11�,�� y u DEPENDING ON CONFIGURATION. ti:: VOENSp ' ;'I• �. DETAL G2 I 1 siisi�EilerePo EXTERIox = ,N.r No. soma •; _ VINYL SLIDING GLASS DOOR NOA 10lO6M6 OI IMCORNER a CORNER ASTRAGAL HORIZ. XSECT. I&• J ROSOWSKI : 0 '• a �b W W� sPLOR 1070 TECHNOLOGY DRIVE b NA��� N. VENICE• FL 34275 NTS 111 6OF 21 Ip$I MD-5470.0 DETAIL 11 OPTIONAL NON- iMOMAsonM STRUCTURAL •'.'• ANCHORS FOR '`L'' Q INTERIORPOCKET MMOR al 91 JAMBSE a INTERIOR POCKETS MUST .;.i I1. - THISSHEHEET � INCLUDE A NONSTRUCTURAL. ��.r.1. 19 FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER. 11 d _ INFILTRATION. :' ;.: k. 11C MAX. 19 POCKET BY OTHERS, SEE NOTE 6 BELOW. ;EMBEd`?'`:•; rocregm - TYP.AANNCHORTYPE, EMBEDMENT`' EDGE AND EDGE DISTANCE PER• DISTANCE ' SUBSTRATE, SEE TADLE A, SHEET &NOTE 3, BELOW INTERIOR POCKET DETAIL 12 IxroxAsormr _ EDGE TYP. ANCHORTYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER �• �� SUBSTRATE, SEE TABLEA, SHEET I&NOTE 3, BELOW °•'. �N:':, EMBEDMENT 2i% Ez1wwR EXTERIOR POCKET CONCRETE/CMU PER ANCHOR REQUIREMENT_ -IVVIICI ,N,cnw�w n, �wnc, a: FOR DOOR HEIGHTS 98°AND LESS: ]t 41 O.C. I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER METAL TYP., SEE ANCHOR NOTE SUBSTRATE, SEE TABLE A, SHEET I 4, SHEET 1; ANCHOR LENGTH TO & NOTE 3, BELO BE A MIN. OF 3 THREADS BEYOND EDGE -ry 2XW000 BUCKSTRIP OR PRODUCT RENEWED THE METAL SUBSTRATE - DISTANCE I FRAMING, SEE ANCHOR v Ive with lhp Florida EDGE NOTE 3, SHEET NOA-n Joao OPT. ANCHOR xop-No. 75.7270.02 DE7AIL13 DISTANCE � OPT. ANCHOR EmphaftoOatoO412112021 EMBEDMENT BY INTCMETAL O 17 OPT. MIFm1Ao Proaupl CPnlrol 1] OPT. r DETAIL 14 EMBEDMENT J 1/4° Ix]ow000 114' MAX. MAX. OIMnpR 1p SEEFl01, THIS SHEET m SEE FIG 1. q9 p] 91 1HI9 SHEET IS%iE Epl0p m 91 R0 �p`Tty1 EXTERIOR POCKET VIIN AA q'1 Ga .... 1q, EXTERIOR POCKET d :'�cexse NOTES ALUMINUM SLIDING GLASS DOORNOA �1010SM5 _1r; xo. ES7C8 1) DETAILS APPLY TO 2; 3 AND 4 TRACK CONFIGURATIONS. - 2) REFERTO ANCHOR NOTES, SHEET L P-HOOK EXAMPLES, HORIZ. XSECT. &I J ROSOWSKI o 11Ib1` S SEESHEET 13 FORANCHOR LOCATION& SPACING, FORANCHOR QUANTITIES. SEETABLESI&Z . 4) 10 SEETABLESI&2 FOR REINFORCEMENT REQUIREMENTS. ® r, -.,• 6)INTERIOROR EXTERIOR POCKETS APPLICABLE FORALL INSTALLATION METHODS. ceRr: of 0.0TH.p1R198 �� F` S) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DRIVE 1 i��Sg/ONig4 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N. VENICE, FL 34275 tp &LYNNIAALLER.P.E. (941)-480-1600 6OF21 39 MD-5470.0 �f P,eyc9]os TABLE 1. Design Pressure (DP) and Anchor Quantities Required, (for all approved conAgurallons on Sheet 2) As this table for: Astragal Rein omemen1828 Lwkstile RelnkMment M ore26 Sid. Interlock Reinforcement 027 Door Unit Height SO' 84' 06, 68,161118' DLO Height TZ16118• DLO Helghl "ISHV DLO Height Anchor Group Anchor Group Anchor Group A e C FO A B C 'D A B C D Design Pressure H27.1/427.1paf +120/-12apsf +102.0/-1020psr 10-116• ReeNslg C6+1 03+1 pH p+1 C5+1 C3+1 C30 03+1 pH C3H C3+1 C3+1 21' DLO Witllk Jamb 5 5 1 O 1 5 5 1 6 1 6 fi 6 6 8 6 P-Iwok T 7 7 T 7 7 7 T e S B 6 Design Preseum +108.31406.3ptf +100.2/400.2ps/ +115.3/-8&3psr 25-11w Head13111 c5+ c3+7 pH 03+1 C5N C3+1 C3+1 pig pH pH C3+1 C3+1 90" DLO Width Jamb 6 6 8 5 6 6 8 5 8 5 8 6 PJmok 7 7 7 1 T 7 7 7 7 8 8 B 8 Design Pressure +02.0/42,0psf +87.3/-87.3psf +718/418psf 31.1/6" HeedBill C5+1 p+1 C3+1 C3+1 C5H pH p41 C3H C6+1 C3+1 I C3+1 1 03+1 m 3a• DLO Width Jamb 6 6 e 6 5 6 8 5 6 6 8 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 8§ Design Pressure +7&4/•78.4psf N&4/-78.4psf +6&S/-8&ep3r z 37-11a' HeadlSN p+2 C3+1 C3+1 pH C5+2 pH C3N C3+1 C5+1 C3+1 p+1 03+1 42' DLO Width Jamb 6 6 6 5 5 1 6 1 S I S 6 1 6 1 B 1 5 P-Iwok 7 1 7 1 7 1 7 1 7 j 7 1 7 1 7 8 I S I 8 18 Design Presswe +60/ -BOps/ +00/-80psf +Bp/-BOpsl 4 HeeN3N G3+2 p+1 C3+1 pH p+2 C3+1 C3H pH C5+2 p+1 C3+1 C3+1 4S' DUG DLO wttlm Jamb 6 6 6 5 6 5 fi 6 6 6 8 5 P-hook 7 7 7 7 T 7 7 7 B 8 8 6 USED IN EXAMPLE ON SHEET 0 TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED.THE LESSER VALUES OF E17HERTABLE 1 AND TABLE Bi 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, 4DP'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. B) REFER TO ANCHOR NOTES, SHEET 1. 0) 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 POSI nVE DP DUE TO THE SILL HEIGHT MUST ALSO BE / CONSIDERED, SEE TABLE St. THIS SHEET. / N 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 a OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TABLE R1- nLlmited gn Pressure Sn ht Max. (+) OP Allowed id m0firi Sm Nme2 2' +3&7 pal 2' 480.0 Psf 1fi' -80.0 pot ir +IDD.0 psi FL 34275 FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATERTHAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH =NOM. PANEL WIDTH -8.0110' DLO HEIGHT =DOOR HEIGHT- it-111B• PANEL HEIGHT = DOOR HEIGHT- 2-1/2' I9ICIO & ANCHOR QUANTITY TABLE Ila?l J ROSOWSKI I NITS(11 70F 211911 MD-5470.0 *: No. C0705 Design Pressure (DP) and Anchor Quantities Required, (forou eppmled comitumiions on sheet 2) Use this table for: Door Unit Height Aelmgal Relnloloemenl 12B Be, 04' or - i0s' 120" 66-15116' DLO Height 72-15/18' DLO Height 84.16110' DID Haight 05-1N16' DLO Height 10615118• O Lmlistile Remfomemen1126 - HD lmedook Relnfumemenl 028 Aoehor Gmup Anohor Group Anohor Gmup AnchsrOmup Anohor Group A B C D A 8 C D A B C D A B C D A B C D Dealgn Preso" 4169.4/•108.4ps1 +I60/-160psr +137.1/-13L1ps/ +120/-180par +1067/415.6par 19.1/8' Head/SIB C5M C6+1 C6+1 C3+1 C5+1 C5+1 06+1 C3N C5+I C5+i C5+1 C3+1 C5+1 C5+1 C6H q+1 C5+1 C5+1 C5+1 CS+ 24' OLD Jamb 16 6 7 6 b b 7 6 5 5 7' 6 6 6 8 8 6 8 6 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 6 8 8 B 9 e 10 10 10 10 De3/94 Prome +14L8/-141.8par +1336/-fmpsr +1168/-113eps/ +99.1/-107.4par +8L81951 psr 261I6' HeadI6W C5+2 C5+1 C5+1 C3+1 C6+1 C5+1 C5,1 C3+1 CSH CSH CSH C3H C6N C541 C5+1 C3+1 C6+1 C5+1 C5+1 C3+1 30• DLO Jamb 6 6 7 6 5 6 7 6 b 6 7 6 6 6 8 5 8 8 B 8 Wldm P-rook 7 7 7 7 7 7 7 7` B B B 6 B B B 9 10 10 10 10 pesIgo Pmssum +1259/-123apa/ +116.4/-116.4par +96b/-98.8Wr +853/-924Ps1 +763/-81.Bpsr 31-IIW Head/Sm CB+2 C5+1 C5+2 C3+1 05+2 C5,1 05,2 03+1 C5+2 05+1 06+1 C3+1 C6+1 C6H C5+1 C3+1 C5+1 C5H 06+1 C3+1 36' DID Jamb b b 7 5 6 6 7 5 6 6 7 6 6 6 B 6 8 6 8 6 Width P-hook 7 7 7 T 7 7 7 7 8 B B 8 9 B 9 8 10 10 10 10 beaten Pressure +f046/-404.6psr +104,6/-004.bpsr +87.8/.87.Bps1 +757/-82ps/ +66.6/-72psr 37-1N' H.,BSM C6+2 C3+2 C5+2 C34i C5+2 C5+2 C6+2 CS+1 05+2 0+1 C5+2 C3+1 C5+2 C5+1 05+2 l3N C5+1 C5+1 C5+1 C3+1 b7 DLO Jamb ' 6 6 7 5 6 5 T b 5 I. 6 7 6 5 8 0 6 6 6 6 6 Width P-0aok 7 7 7 7 7 7 7 7 6 B 6 8 9 8 8 B 10 10 10 10 Design Pleasure +80/-80pst 4801.8 pal +60/•sepal +60/-65par +80/-65ps/ 43.1l9' Headl8lp C6+2 C3+2 C5a2 C3+1 C512 C3+2 C5+2 CN7 C5+2 C5+2 C6+2 C3N C5+2 C3+I CS+2 C3+1 C5+2 C6+1 C5+2 C3+1 46' DLO Jamb 1 6 5 8 6 6 6 8 5 b 5 7 6 5 6 7 0 8 8 8 6 Width P•hook 7 7 7 7 7 7 7 7 6 B 0 5 B 9 B e 10 10 1D 10 Deals"Pressure +74.11-74.1 Pat +74.1/•74.1psr +63.8/-03.8p3/ 49-110' Headlsl0 C5+2 C3+2 C3+2 CSa1 C5a2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3N 64. 13LO jamb 6 6 6 .5 6 5 6 b 6 6 8 5 Width P-hwx 7 7 7 7 7 7 7 7 8 0 B 8 ' Not evellabl6lnthese sizes. Des/gn Pressure +60/•0opsr +00/-ebpsl +60/-BDp+r 6611B' Head1S15 C3+2 C3+2 C3+2 C3+1 C5+2 C3+2 C3*2 C3+1 C5+2 C3+2 C5+2 C3N 80" DLO Jamb 6 6 6 5 5 6 6 5 5 6 6 6 Width Pfiook 7 7 7 7 7 7 7 7 0 0 6 B TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL 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 S SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVETHE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP ATTHESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE OP DUE TO THE SILL HEIGHT MUSTALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. # OFANCHORS THROUGH THE HEAD S SILL. (EX: FOR C3+1, 3 ANCHORS `CLUSTERED AT PANEL MEETING POINT AND 4 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: DOORASSEMBUES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE 132: Wabr,Umlted (+) Dcdgn Prose re SDI Rleer Nan. eIB Hell Max. (+) OP Allowed Nona 1.11/16° See Nole2 42 2fYC +3B.7ps1 43 3112' ,B0.0 ps1 44 4-1118' +80.0 Dal 45 4518' +100.0 1 DLO WIDTH -NOM. PANEL WIDTH -SOW" DLO HEIGHT - DOOR HEIGHT-11-Vifi" PANEL HEIGHT =DOOR HEIGHT -2-117 Fff.d VINYL SLIDING CLASS NOA DP &ANCHOR QUANTITY TABLE I FL 34276Rm I SOD-5470, NT9 8 OF 21 14 MD-6470.0 FL PRODUCT RENEWED ea core IYIn IN the Finaao eulltlmg COOo xoA-No. 15.1210.02 .......... ,..... 0421/2021 N'0\0'l LYNN No.fe%03 t j1p'•. s �� oF ! It ALYNNNLLM.M EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION- PXXX, INTERIOR MOUNT POCKET, 48' X 89 NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.2158.6 PSF SPLICE NOTE: OR NON$TRUCNRA4ANCNORS WY BE ADDED IN -FIELD AS NEEDED TO ' ALKNTHEHEADORSILLIFA SPLICEOCCURSN HINAPOCKET. OCKET BY lisiawnon on HEAD ANCHORAGE DETAILS SIEETB PXXX(3-TRACK) 4 E INTERM CENTERLINE OF)NiFRLO {__ CENTERLINE DFPANELI I CENTERLNE rOFPANEL2 MAX. ATION ON REOUIRRP O.G W)FAIORPOCMETS 6HEETS SHEET 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 82 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2158.0 AT NOM. PANEL SIZE OF 48' XW. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS+801-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY eN81ll q+2 ANCHOR IN GROUP A (SEE TABLEA), TABLE JAm6 I - 1SHOWSANCHORREQUIREMENTSOF: I P4m* 1 T 2)ANCHOR LOCATION DETAILS, CAN BE FOUND ON: S•MAX. HEAD(CLUSTERANCHORS): SHEET 12 FORTHE'CWCLUSTERANCHORSAT THE INTERLOCKJASTRAGAL OPi.ancHOI TDAIDI �( HEAD(INTERMEDIATE ANCHORS): SHEET 12 FORTHE"+2 ANCHORS AT THE MIDSPAN OF EACH PANEL, P-HOOK JAMB SILL (CLUSTERANCHORSI: SHEET 11FORTHE'C3'CLUSTER ANCHORS AT ANCHORAGE ANCHORAGE THE INTERLOCKJASTRAGAL SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE'+2ANCHORS AT THE DETAILS DETAILS MIDSPAN OFA EACH PANEL. JAMB: 6 ANCHORS, SHEET 13 FOR GEN. LAYOUT. ALSO SEE: SHEET 13 FOR GENERAL SHEET FOR ALLOWABLE CONFIGURATIONS AND EXACT SHEETPRODUCT FOR LAOOK:7ANCHORS, LAYOUT, CATIONS OF CROSS-SECTION DRAWINGS, SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN ART, oFAOTH.nzexee SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES, BE FOUND ON: 1070TECHNOLOGY DRI1 SHEETS 4 S 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD 8 SILL: SHEET 4 SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES, JAMB:SHEET3 N. VENICE, FL 34276 SHEET 21 FOR A BILL OF MATERIALS. P-HOOK: SHEET (941)-480-1600 END Al (MIN. v2`ANCHORAOE.J � �y0`MA%. SREETII '�2'ANCI •D2'CLDBT I 6HEE7it11 (MoLl E( (MIN.I AN SILL ANCHORAGE DETAILS PXXX (3-TRACK) :ND PANEL ANCHOR EXCEPTION: DISTANCETONEXTCLUBTER TO BE 20.81N O.O ORLEBB FOR BILL (SHOWN) AND HEAD, ANCHORS ATTHE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE -.4.NMr EXTERIOR v B• MA)L EXTTE�RIOR v O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER Irr 25-TW, OTHERWISE ANCHORS ARE NOT REQUIRED AS INN PER THE FIGURE ABOVE: O?.•-•_"• .ASS DOOR NOA g 10J06J16 EXAMPLE &I JROSOWSKI m �.D NTS 111 9OF 21 1991 MP-5470.0 STRUCTURAL STRUCTURAL � SILICONE 8115°NOM. FOAM WON � 1-111B°NOM. OE6ICCANT 11 /L14x51N°a_A5IRSPACE PLAINKElD, TNT.//W GLASS 0LA59 AMINAT I /SURFACE T9 TPS SUPER 10 SPACER®NXTM aGOQ _KODISPACE PRODC9%TERIOR- 7PoNM4SG aWAMSTxER10% SITE I PROD to 9MR GAIFOM TOWA09E To ODURASEAL® SPACER SUTYLENEVSll!lCCN`Eo!MAL 'GLASS DETAIL SEAL ROL4FOPMEDSTAINLESS ST 1. NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. �,GAS 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. °T"=TEMPERED XL EDGE' T' SPACER VINYL SLIDING GLASS DOOR NOA GLAZING DETAILS NUA-No. 16-1210.02 II Exllrem. D•m04121/2021 ."OSOWSKI 557G5 J q�1, 21E i6 ' NTS IMI 10 OF 21 Ig£I MD-6470.0 SILL CLUSTER ANCHORS LAYOUT: ASTMOALOR N ERIOCK CEMERLINE 4• YTMCKCLUSTEA'G• ANCHOR LCGTK)NS M MOALOR IMEILLOOK 4, CEMEM W. XTERIOR }TIMCKCW3TP.R'CY ANCNOAlOCM10N9 4° —.Q 1-- 32r 4-IMCKMUSTER ' TANCHORLOGTIONS ASTMOALOR CENTENTERLMNE 4• WERIOR V 2.TMCKCLUMER'C3' ANCHORLOWTIONS CEMERLINE 4" no fl }TRACKCLUETE TV MWORLOG00113 AVFW)ALOR IMER OCK CEMERIME-1 Q" NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.376° 2.375° FOR ALL SILLS: +1 1- 322- 4-TMCK=TM 'WAMHML0WTION3 SILL "+" PANEL CEMENLWE EXTnEMR � V 2-TRACKINTERMEOUTE •N'ANCHORLMATM PA CENTERLINE EXTERIOR �/ J1PAW WTEfl1JFDATE '+1°ANCHORLOCAAON 1070 TECHNOLOGY N. VENICE• FL 34275 YPANCHOftLOCATION PANEL CENEHLINE 4° EKTEI'7R0. 710 1J 2-TRACKIMERNIMAW ' 2'MHORWMTIOW vl� "'Mb Hi Jamb 6 P-hmk i 7 4° }TMCKWTERMEONTE •L2• ANCHOR LOC2.TKNL3 PANEL JL]I`L$�CENTERLINE 4" E II�"TIRIO V 2-TRACKIMERMWIATE ' S•AWKQRLOC Mlht CEMER 4" o TYRIOR 3.22' }TMCN INIERMEOATE ' J`ANCHORIDGTON9 PANEL "JITIMLINE4" 4-TMCKIME WAW 4 MMiNhRMEOWTE '�T WiCHOR LOCAnON9 '•J•ANQiOR LOWlI0N9 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK 2.375' DISTANCE IS 2.376' FOR ALL SILLS: VINYL SLIDING GLASS DOOR NOA A 1010611E ANCHOR LOCATIONS A I4 JROSOWSKI NTS 111 11 OF 21 1101 MD-5470.0 a ROImP BRENEWED with thritlo011d`PTQ�TI t19NN/�/� �qi'' NDA-Nu. 15-1210.02 1�: •'tJOENst '• ; E. Ito, Dot 04/21/2021 ` Tt' No. 511705 n HEAD CLUSTER ANCHORS LAYOUT: AETRAMLOR INIERIOCK q. CFMERLINE ExTmog 1 3.2P' STRACKCW8TMTr ANCHORLOCATIONS i1RAlXCLUSTER•CS• ANCHOR LOCATIONS 4° <-TMCKCWMR CBMNCHCRLOCAn= ASTMOALCR twom CK 4' CENTEPo WE EKT�RR 32° .2 V 2-7MCKCWMR'C6• ANCH011LOCATIONB ASTRAOALOR N .E ELL CENTERLWE 4e E%T�FnA�IOR m fl YTMCKCLL6TE22'C6' ANCHORLOW=W AS4UOALOR INTERLOCK4• CEMERLWE NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK TO -TRACK DISTANCEI82S76°102-376, FOR ALL HEADS: II wrmvlMllNoMm �o� M-2 �m0 HEAD '4" INTERMEDIATE ANCHORS LAYOUT: CEMEPLQIE 4° . E%1Efl10 3.22' 2-TRACKNTME01ATE . •r2•ANCHORLWATONS PANEL 7LLRpL���'CEWEMM EMIEfl�IRIOR 2-TMCK WTERNEDUIE •WANCHORLOOATION PANEL PANEL CENTERLWE CEWMINE 4.76° E%TERIOR %TE ERROR (L 1TRACKIMERMEOIATE 11_ }TMCKINT�IATE V YI'ANCIIORLOCATION V-WMVORLOCA=M PANEL 4. lg�;CEWMLWE P32r �/ R-TMCKIMEANEOLLTE •q•ANCNOR LOCATDNS 1TMCNINIERNEONTE V F MIXINTERNEDIAW12• 4 MCKINfERMEOUTEW •rl•ANCHORLOCAlION =WRLOCARONS ANCHOR LOCATIONS NOTES: Reu8E9PExfeW mRIEFOn.QbfmIIFM 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. EPAS .NaaII�I1�WLQAII—O�I�IN9' ��I� W AL HEADS: DISTANCE IS 2376'IW2376- FOR ALL HEADS: PRODUCTRENEWED ���LI LYNN 1j�ii HadIS111 MI).....PI 8Y.s. with tEP Pl.dd. B.11di.E Co oe J 1�*: ' CENSg'•.• P�mk T No2 . 154210.02 J EKPlmtlon oate0412112021 _ ''x; No.607O6 VINYL SLIDING GLASS DOOR NOA 1010511E ANCHOR LOCATIONS B J ROSOWSKI 1070 TECHNOLOGY DRIVE gE N. VENICE, FL 34275 TuntwaTl.lRnn �SGD-6470� NTS. 12OF21 8 MD-6470.0 HmInE9 Pmw+roT� wuwxmweomlarntauTw� P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT (PARTIAL VIEW): 7.125° r- 2376" -+I 4.75' waa 6' MAX. Hemusm t 21.6° 21.0" 21.6" Jnmb 6 MAX. MAX. MAX. D.C. r�EWOR O.C. ��R O.C. E OPT. ANCHOR TO AID IN ALIGNMENT g�� MAX NOTES:' i) STANDARD ANCHOR LOCATIONS SHOWN. MAX MAX �' I ) 4-TRACK FRAME FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ADJACENT TRACKS 2-TRACK FRAME 3-TRACK FRAME JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. 1Y MAX, JAMB JAMB JAMB (3) WEEP NOTCHES (4) WEEP NOTCHES WEEP NOTCHES PER END @ 1"X .300" PER END @ 1"X.500" PER END @ 1"X.600" PER SILL � SILL � I SILL EMERI( E%TERIOR E%iERIOR f� 8" AX• (3) TRACK WEEP HOLES (g) TRACK WEEP HOLES EVERY?A"@1.125"X.180";� (10)TRACK WEEP HOLES � EVERY 24°@1.126-X.190 OPT. ANCHOR (1)WEEPNOTCN EVERY EVERY24°@7.72fi"X.190`,J 24" @ 1.376" X.600' (1) WEEP NOTCH EVERY (1) WEEP NOTCH EVERY TO AID IN ALIGNMENT 24" @ 1.376-X.500" 24" @ 1.376" X .600" NOTES: 1) SEE TABLES 162 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT (2,3E14 TRACKS) PRODUCT RENEWED �ltllllilltllti UB mPl 1. wIth thl Flo,lan i�t LYNN OF ANCHORS REQUIRED IN THE P-HOOK. ........... 15.1210.02 ` �1 !panel PPArmyommwLLbmM1P(WIEI,WE .wamatouiuxs ,pj,.tI..D t.C4I21/2021 ik:• '•. it 50705 VINYL SLIDING p ANCHOR LOCATION6C j&JROSOWBKI LOCATIGLASS DOOR NOA 'WWSKI HU T By _ MI. Protlucl l:onlrol u gp'•, `` ttoa ..WHO,- it `� ��''SS�ONAt. Xonl10111 C3N CERLOFAUTH6920298 ry «6 1070 TECHNOLOGY DRIVE Jemb 6 Pileok 7 N. VENICE, FL 34275 21 R4 MD-6470.0 �4 SGDS470� NTS 130E EFbWII A.LYPN 15870.PR. (041)•480-1600 HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: 11 3.22" EI(fER1oR ' 2-IRALRaO'CONIER . 'Cd'MICHORIOCATNIN9 (U SE WHERE •G' 19 ePEGFIEN W iTPAGI(00'CORNFR 'G'ANCHORIAGTIONS (USE WHERE'G' 186PECIFIEOJ 4" I ERIOR bTRACNaO•CODNER 'T Y:0•ANCNOft LOCPTIONS [J (UBE W HERE'L9 L9 BPECIFEO) O•TGCKaO• CORNER YA'ANCNOR LOCATIONS V (USE WHERE'CO'196PECIFEO) SILL 900 CORNER CLUSTER ANCHORS LAYOUT: 'Twi I 2•TRACR80•CORNER TERIOR 'CC'ANCHORLOGT 3 (USEWHERE'C3' 198PECIFE01 I STRACKOO'CORNER E%TERpR 'C4'ANCHOR l000.NONS (USE WH�ERE'pLS' 1�9 SPEGFI®) N R H R I .I R-TRACRBD'COPNFR EXTERIOR •G'ANCHORLOCAINNV n. (U5 EW,IERE'G'186PECIFIEO) V I 3TRACKaO•CORId:R RICH •G•ANCHORLOCARONB �I IUSE WHERE -CS IB SPECIFED) E F P p p 1 RENEWED wHh 1ho RPU4a F 15-1210.02 �$- D 00105 MAI ' ft32r 4„ 3�° E%T 1 R ���FSSIONPV�`�" d-TPACKaO'C011NF11 E TR d.TMCK W'COWIER IXTERIOR EXTERIOR 4TMCK80•CORNRi il.l \` 'CA'ANCHORLOGTIONS •G•ANCHORLOCATN)NS A-TRACTtaO'CORNEft 11111\ 'Cd'PNCHORLOCATION9— CB'ANCNORLOCATONS 0..lVNN MIILFA, P.E. (USEWHERE•G•ISSPECUIEO) NSEWHERE'CE•ISSPECRED) (U4EWNERE•G•ISSPEGFIEOj (UBE WiIERE'CS'I66PECIFEO) PEJ6R03 NOTES: FnunFe FTRTuxroTx W.VOwercaaxex 7)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. VINYL SLIDING GLASS DOOR NOA xFADAxuwRLocPnaxs JAI 00' 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE LCHOR=DtjJR"0S0)WSKJSIMILAR FOR OUTSIDE (SHOWN)AND INSIDE CORNER CONFIGURATIONS. ® JemD 8 9 TRACKTO-TRACK 77DD����CERT.OFAVRi.a25lBSDISTANCE IS 2.375" 2876` 2.375' 1070 TECHNOLOGY DRIVEFOR ALL HEADS AND SILLS: N.VENICE,FL34275(941)-480-1000 R•lIN4Rl]]' Wnncn 'C4'ANLHORIOCATNIW (UBEWHEPE•C3'EibPECffUJI) 1TMMlWCCVMR W MCHORLOCATIONS (W E WHERECS IS SPECIFIED) ITMCKIOYCORNER v 'C MCHMLOCATIONS (WE WHERE ma•IS SPECIFIED) 136 HSENeN 1 Jamb 6 P•hpok 7 2•TMCxlwco11NER v 'C MIKORLOG.TIONS (USE WHERE CS• IS SPEWIM bmcxlSYmO •CS•ANCNORLOCATIOM (USE W HERE'CY IS SPECIFIED) SILL 135° CORNER CLUSTER ANCHORS LAYOUT: O 4° ffp4"4. EM�aoR STMCKiSYCORNER JV�� y'TpACI(115•LORNER 1�1 'C4•ANCHORIOCAmONB CS•ANCNOR LOCATKNS (WEWHERE'G'198PEGFlEO) (USE WHFAEN:S'IB SPECIFIED) ' w A. Sm CKIM-coFWPR 'CI•ANCHORLOCATIOW (USEWNERETYmSPECMD) 4° �."�J MERIOR I P- 4-MCKIWCORNER 4.TMCKIWCOMER 'CS•ANm1ORLOGRON9 •CI•ANCHORMCATIOW (USEWHERE-CYN SPECIFIED) (USEWAERETFISSPECVIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING. AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACKTC TRACK _ DISTANCE IS 2.376° 2.375' 2.376' FOR ALL HEADS AND SILLS: EXTERIOR b 3 MCKISYCORNER •CS•ANCHORIOMTIOW (W E WHERE CY 19 SPECIFIED) 4' 0 4- EMERIOR EMERIOR r s.22° V 4TMCHCOR 'CYANCHGR NER ORIOCAT (W E W HERE'CS' 18 BPECIFICEIEO) 135 Hebtl13N I Jamb 6 P4mk I T LYplmUon \kt No. 53705 •. G � ' _snlfac ;. �: 1 SS,ONA(..oc VINYL SLIDING GLASS DOOR NOA ANCHOR LOCATIONS E N. VENICE. FL 34276 I SGOS470a NTS 15OF21 fl MD-6470.0 ann LOCATION 4- EXTERIOR 3.22" R-TMCKePIICE 'CI'ANCNORLOCATpN9 (USE YMERE'FT IS 6 PECIFIEOj SPLICE Lowno 4.76" EXTENOR 4" smucnsPLlrF rsANcxoaLocAnoafi N9E NNERE'CS L9 SPEGFlEDI eau 4.76' LOCATION EXTERIOR 4" " 4.TRACKSPLICE 'WANCHORLOCAnONS NSE WHEPE'CS' 6 6PEL6ED) LOCAl10N 4" 332 15 MRACKSPUCE rs•AncxoaLoanoNs NSE WHERE'Ce l9 SPELDIEO) SPLICE OGnON 4" E FIB 8.22' o-TRACKSPucE Yb'ANCEOa N6 (U9E WHERE'C6' (9 ISSPEC6PEGFIEO) 4" 4-1 CK6NCE `W'ANCHORLOCATIONS N6E WNERE•C6• IS SPECIFIED) SPLICE LOCATION 4" ER �EXTJLIOR v - 2TRACKSPUCE •C{'ANCNORLOCAlI0N9 (U9E{YHEIIE'p`19 SPEGFlFD) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. dTPAG(6FUCE 'CT FRET 15SPEON4 N6E W HERE'CS' 19 SPECIFIED) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3)TRACK70-TRACK JV6"W2-37W DISTANCE 19 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 - BPU LOCATION 4" EKE R fT 2-MCK SPLICE 1/-M-ANCHORLOCATIONS IUSE Nf ERE'CS 9 SPEGS'E:O) 4-TM KSPUCE WANCHORLOCAMM (IJRI MERE. C ISSPECFIED) W.7rpprILosN �Q SLIDING GLASS DOOR NOA DR LOCATIONS F q 470t NTS J i6OF21 dd N0.66705 J ROSOWSKI MD-6470.0 t�6.675 10.636 540 �' O 100 .600 1A72 ® 1AB, .062 �.1ao ��- �� _1 ZESCREW 01 2TRACK HEAD/JAMB Q 4TRACK SILL COVER (PVC) 8.250 8.250 100 fwliOoiT 3 a O3 3TRACKHEAD/JAMB @3 TRACK SILL 1.013 2� 1.BI81 .too © 4 TRACK HEADIJAMB 2@2 TRACK SILL IIJ 2A33 2.3fiB Q ®TOP, BOTTOM TOP. AND STILE REINFORCEMENT COMPOSITE REINFORCEMENT .126 135' CORNER ®ASTRAGAL 1A72 125 2.176 070 e 13V CORNER ®PASSIVEMOUNT .210 .252 -+1 zfi, t.z61 1_v,e• @t-1n6• ®BEVELED DEAD OGEE BEAD 1.000 .849 - I -A82 DOTTOMRAIL 1 SUPPORT 640 640 026 002 .600 r��-.062 @EXTENDED KEEPER @KEEPER ,.595 1.69E r-- .309 2.696 �( �( 3.483 .125 2.788 .400 768 .312 .070 2.210 .300 2.028 1 .,82 .120 1.182 EXTENDED POCKET .120, 2.291 .100 ®REINFORCEMENT. @IRENFORCEMENT. ®REINFORCEMENT @IMERLOCKADAPTER STANDARD HEAW-DUTY I 126 -t1 )`'6W 930' Tit " ' 001 t 1.928 - .301 Q ANCHOR PLATE QTRACK INSERT IMERLOCKCAP, ,0 EXTENDED POCKET 262 082 f A35 � 1 Irv SILL © ADD -ON .094 r 201 OBi��. 2.876 y jr--3.000 '-+ IF 2.H07-.4 A76 1A00 REINFORCE1 @BARCOVERMEM @RREEIINFORCEMENT @FIXEDPANELCLIP BAR 231 1.613 fie- 060 -r- 1 2.060 L'- T 1.883 SILLTRACK 060 13 COVER ©.HOOK ADAPTOR 1 076 2.118 090 �F. 1.710 INTERLOCK 31 ADAPTER 782 125 f�j ®REINFORCEMENT PLATE ff73VC99 2. 270 .100 ® IMERIORJAMB COVER PRODUCT RENEWED ompl In9 with Ih0 Fl°4Ea PANEL STLLE, TOP 9uuahg �0°0 'AND BOTTOM RAIL NOA-NO• 15.1210.02 P.apImu0n Pat° 04/2112021 g3.320 -3.345 NOTES:g,B 1)SEESHEET4FOR 3.713 80 SILL RISERS. 0�2)SEE SHEET 20 80 3.346.048 1.600 S .006 ,gig FOR SCREEN PARTS. 1.170 I�-.229 ®135- CORNERS. ASTRAGAL CAP, ©13rASTCO NE AP, @ASTRAGALR 40 ASTRAGAL CAP, ASTRAGAL CAP, NNCHE�NSION3 EXTERIOR INTERIOR EXTERIOR INTERIOR VINYL SLIDING GLASS DOOR NOA 8 10105/1E I Y/I �IU 3 .vTni iatnN9 liki J ROSOWSKI F,L 34276 I H1SGD-6470.� NTS W 18OF21 JR41 MD-6470.0 No. 50705 BOTTOM RAIL \ SUPPORT �I IT (2)XT'SMS& 20UGH SUPPORT, o>• INTO PANEL INSTALL 2)INSTALLCLIP INTO FRAME HEADER BLOCK TO HEAD ATTACHMENT JAMB & INSTALL ONE BLOCK AT SUBSTRATE, SEE EACH INTERLOCK. TABLE ATASTRAGAL, INSTALL ONE BLOCKTHAT SPANS BOTH PANELS. li MIDSPAN OF EACH FIXED PANEL-TO-FRAMEJAMB LOCATION. X I..%i-i II 111 1111 IIII II PANEL "-,N ASSEMBLY ALLPANEL CORNERS WELDED, NO ASSEMBLY FASTENERS JAMB TO HEAD ASSEMBLY `INTERIOR \ EXTERIOR APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. ETS 11.16 FOR ANCHOR LOCATION & SPACING. LES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. IOUS ANCHOR PLATE, ITEM 48, IS REQUIRED AT ALL FRAME, FL 34276 VINYL SLIDING GLASS DOOR NOA tl ACCESSORIES INSTALLATION I LOCATIONS. 10/05115 ` J ROSOWSKI NTS III 10OF21 I€8I MD-5470.0 KEEPERTOJAMB II ATTACHMENT BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: (DoR& A 6 El❑ajI�I 33 olf t26 111 O 192 t26 fro 1 9 8 193 fro 118 103 D III I6s HORIZONTAL SECTION Ift HORIZONTAL SECTION EXAMPLE . 134 EXAMPLE I16 at 1s1 33 102 O 121 IM P I 9 6 El 11f �/�,,� I •'&R@ 116 Ito 1 HORIZONTAL SECTION EXAMPLE 100 112 _ 5% IA je 104 Imo' HORI20NTAl SECTION 1„ 1.081 r— r-1.081 EXAMPLE 1.202 1 t.778 1.775 035 876 1�-- -n-0 .0050--�1�.0050 '046 .876 r— I 1.020 r— IIDSCREEN 111 SCREEN w25CREEN O%O 1.993 1.899 f 1.874 OFRAME SIDE RAIL, ASTRAGAL L RAIL LATCH ADAPTER L 062 L 082 082 PRODUCT RENEWED eom In with the Florida BOXSREEN BOXSREEN ©BOXSREEN 1ASS i+— eulldlna n� 100TOP RAIL 1p1 BOTTOM RAIL 10 SIDE RAIL Ir--.726 I Nof-xo. 14121102/ D .785 3 .782 Papir0u0n Dote 04/21I2021 OR f::7" —,040 Br tfs ilR 1.020 1,593 120 .082 Mloml roduct Control Tz1.37383 tx0 123 SASTRAGALIML 1'"SREENFRAME ILL O55 1.833 .OB9 1 Or�i orOe ADAPTER ADD -ON tm 0 �j 082 — 4 1w.372 UI L3 Q®(BBOX SCREEN 10d SCREEN BOX m0B0080SCREEN 6QG� INTERLOCK SNAP -ON ASTRAGAL BUG FLAP ADAPTER JIt`4y LYNN VERTICAL SECTION VERTICALSECIION EXAMPLE EXAMPLE NOTES: 0 Sy`� V FOS` 06 --y 1.487 1) ALL DIMENSIONS IN INCHES. :�`C�: 1'F++s 1 fit tr.-- jIL1r(��\ (�\,`�I�LLL, JNo-Le7a :� 1AS7 I� 1.61E p �.J E:f DOORA 1 INSKI - ol L— D80 &• J ROSOWSKI -'t1 q O +, ST rErr i�p• BOX SCREEN O OX SCREEN IM BOX SCREEN HEAD ® <�'�:�ORIP.+SILLADD-ON AND JAMS ADD-ONIS�,GADAPTER 1070TECKNOLOGYD�'�N. VENICE. FL 34276pp (9411-480-1690 5� MD-5470.0 § F.E.n60ro9