Loading...
HomeMy WebLinkAboutNOA Missile ImpactMIAM1•mmum DADE . MIAMI-DADE,COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA). www.mifimidade.gov/economv PGT Industries 1070 Technology Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under -the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material -fails to meet the requirements ofthe 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 °i5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5570.% titled "Vinyl Sliding Glass Door NOA (LW', sheets 1 through 21 of 21, prepare&by manufacturer, dated 10105115, signed and sealed by A. Lynn 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: Large and Small Missile Impact Resistant 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. PocketWalls 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 #15-0409.02 and consists of this page 1 and evidence pages E-1, E-2, & E-3 as well as approval document mentioned above: The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI-DADS COUNTY 1ti 01 ExpiratiouiDafe' April l'4, 2021 Approval Date: March 3, 2016 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings.and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC; TAS 202-94 3) Water. Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5). Cyclic Wind Pressure Loading per FBC; TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8547, .dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6). Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14, 2021 Approval Date: March 3, 2016 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 262-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS.202-94 2) Uniform Static Air Pressure Test, per FBC, TAS.202-94 3) Water Resistance Test, per FBC; TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12404/15, signed and sealed by Idahnis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS.201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared .by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples. A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo,.P. E. (Submitted tinder NOA No. 11-0X0Z04) 8 Additional test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202�94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11- 010 7.09) C. CALCULATIONS . 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. 2, Glazing complies with ASTME-1300-02, -04 & -09 D. QUALITY ASSURANCE . 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge M. PIasencia, P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14, 2021 Approval Date: March 3, 2016 E -2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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, 515753-09, per ASTME-84, ASTMD1929 .and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NDA No.11-0107.04) 5. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glass ® (Clear and White) Interlayer", expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America, Inc.. for their `Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5a' 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.15-0409.02, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) —L.M.I.", approved on 06/18/15 and expiring on 04/14/16. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date:. April 14, 2021 Approval Date: March 3, 2016 E -3 SERIES 5570 IMPACT RESISTANT SLIDING GLASS -DOOR INCLUDING POCKETS & 90e1135e 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. B, POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. 3)ANCHORAGE: THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 0) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX &AGGREGATOR ANCHOR NONS. VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES REST REPORTS): FT4B337, 0338, 804E-8040, 8862 & 8717; EXOVA-10.002.702(A) & 10-008-10231; CAMBRPRODUCT 7)THUS P PROO DUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. B) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 67012770 SERIES. ANCHOR NOTES: 11 FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-112' THICK PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU, WOOD BUCKS DEPICTED AS 2X ARE 1.112' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTAL- LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF Substrate Flamb Member M1n'Efg* Dlelenca Mln. Fmhadmanl 9 .B. WA T aW am ro SG=0.55 ea w RhroN elfe 1-/B' Num'�}�INaW8111IJw Me. INalm .aelect yT0.12V 0.000•mN.INokrowP-hook 11ea ....mb 310' Q050' 316' 0.090'Steel elud A553 GC 33'HeadleOWamb Mn. Wckeoe. TO* 0.071' 140e.0.0T1' P4oe 3w 0.071' 14 G Uhoeon P.T. 8.1hem Pine I Jamb 1' 1.zfr P-boo v VV Eioo 410 S.S. CmleFlea P.T. Iieadl$ WJ-b r 14W P-hook 1' -will 9 412, .Leal wood 0 P.T. EP4-k Hadlellll b BMWmw Bte, 1.Y6'P-took1' 114• Eloa uhaaan 1-e' Hesd s amb 1-11 -IE' Unpmutad CMU, ASTMC Juno V 1-1W P-Ioak V 1-114• C W- Elao 410 B.S. Cm101A lkgmw4 CMU, I ASTM 6e0 Jamb I-14• 1•U P-heck I.VY 1-114' F—tCamel. min. 835 ktl Head181WJamb 1.3116' 1-14• P•book -WY 1I4' Eloo 18e S.S. A94lai1ele, Concrete f.I1.2.22 Wl Fn.d/BI1eJwb 1•iIT 1-S• oo 1..- I.I. Wttmlded CMU, ASTM G09.0 Jamb T 1-114' P400k T 1•Vd' P.T. eamhem'I. ea•8.55 Haad1GIW mb 1• 1-'8' •heo r I -we' 111'Elco UW.cen Conant. MB 2S5ke He.diS Jwb 2412 1-5- P•hoek 2.1 Un wwd CMU. Ae1M G Jemb 24 1-114' P-hock 2i7 I.114• 0 114• Etc* 00 BB. CnalcFlaa M.M. n. 833 ke1 W.WS11IIJ.mb 211T 1 4' P-Mak 2VT 1-B• Un2roWd CMU, ASIM C90 .bleb 2VT t•V4' k 211T 1•VY • 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. FU-45 KSI & MIN. FY=33 KS. •UNGROUTED CMU" VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES ... _........ 1 4) METAL BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS......_..2 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NONSHRINK, INSTALL DETAILS..............M NON-METALLIC GROUT, MAX. 114" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORTTHE ENTIRE DP/ANCHOR TA13LES........7.8 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF EXAMPLE.: ................... ...... 9 SUBSTRATE IS WOOD, 30f1 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS ............ 10 SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION., - STA II RO' D: 2014 FLORIDABUILDING CODE(F5%5TH EDITION ANCHOR LOCATIONS.......11-10 PANELTYPES 17 INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FORTHE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, OEPENOING ONTHE GLASSIREINFORCEMENT. 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 ANDIOR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D)IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MIN MUM EMBEDMENT AND MINIMUM EDGE DISTANCE 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. e) ADDITIONALLY, SEE THE EXAMPLE ON SHEET B. LALUMINUM E1300.00 EXTRUSIONS .....................13 FBPA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................iS DESIGN MANUAL, ADM•2010 SCREEN OE7AILS....._......20 100.O7/S2.. 010 PARTS LIST........................21 1070 TECHNDLOGY I N. VENICE, FL 34275 SLIDING GLASS DOOR NOA (LM) GENERAL NOTES IMPACT RATING RATED FOR LARGE S SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B'I, B2 ON SHEETS 7&B 7..wsll N.N.. 58705 �%I5 )lQiiiiii11WSS7�NAl 1 OF 21 1991 MD-5570.0 MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. UNITWIDTH +{ MAX. UNIT WIDTH —►j NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH I NOM. PANEL WIDTH I - PER TABLESI&2 PER TABLES t� PER TABLES , PER TABLES I&2 I MAX UNIT I MAX. UNIT , MAX. UNIT I MAX. UNIT I" HEIGHT / I" HEIGHT HEIGHT HEIGHT / / , PER TABLES 1 &2 / / / I TABLES 1 &2 / / PER / / I TABLES PER TABLES I&2 , PER • 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4•PANEL CONFIGURATION3 CONFIGURATIONS CONFIGURATIONS NOM. PANEL WIDTH PE:RTABLE:S� MAX. UNIT WIDTH - I NOM. PAN PERTAF "l MAX. UNIT HEIGHT PER TABLES / / I MA) I" HE / / / , PERTA J &PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER 7ABLE35 MAX. UNIT HEIGHT Ik PER TABLES I&2 •A h salt 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTF PER TABLES 181 MAX. UNIT ( HEIGHT PER TABLES 1 & _ J B-PANEL(;ONHUUn llVN- 'W PRODUCT RENEWED — MAX UNIT WIDTH — 'j vlLylnTw1612Ith the lorlda e�nanina o NOM. PANEL WIDTH 0.01 Noq-No. 75.1270.01 PERTABLES 1 & 2 ., eavlmtl,n Date 0411412021 a � miam o vrodue eommt MAX. UNIT HEIGHT ' ' A ) PER TABLES 1 & A A A hr I� -A J 0-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: -)C - OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O°= INOPERABLE PANEL LOCATIONS. EXAMPLE 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PXXXXP, PXXXX OR XXXXP. OXXX IN °P POCKET POCKET CONFIGURATION CAN BE OXXXP. 2) 90- & 136• CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND RENEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER CEST.OFAUTM. N2a2AB 4) FOR NOM. PANEL WIDTH, SEE TABLES I&2. 1070 TECHNOLOGY DRI 6) MAX ALLOWABLE FRAME SQUARE FOOTAGE = 472.850 FT L--SHEET NUMBER N. VENICE, FL 34275(041)-480.1600 DLO WIDTH= NOM. PANEL WIDTH -8.0116" `" LYNN OLO HEIGHT =DOOR HEIGHT-11-1118' �.`�,IO��,:••••"••n� PANEL HEIGHT =DOOR HEI13HT-2-112' �tcENSE' = ic: No.50706 VINYL SLIDING GLASS DOOR NOA (LM) $ 10/0b/1b . = EXAMPLE CONFIGURATIONS8 J ROSOWSK) ; o l.� 20F21 1191 MD-5570.0 DETAIL Al � DETAIL D1 METAL4. SHEET SEE 1: MIN. OR DETAIL B1 DETAIL C1 NOTE a, SHEET 1; MIN. OF 3 THRutxwoa0 ASTRAOu INTO METAL THREADSBEYONDTHE INTO MA90NRY iACING ElT. ' INtERIACH METAL SUBSTRATE CONCRETEICMU PER FRAME WIDTH ANCHOR REQUIREMENT to • •-� _ 1I4°MAX. REDURED IF DOOR HEIGHT 190VERBe• EDGE TYP. ANCHOR TYPE, : I at MAx2B•o.a DISTANCE EMBEDMENTAND n DISTANCE EDGE DISTANCE PE o e SUB5TRATE, SEE TABLE A, SHEET 1 & • Lb DAYLIGHT to OBEBLGH 2e NOTE 3.13 .• OPENINGy`` xe — — ^-( .. e o WIDTH I o EMBEDMENTEDGE - �-� EDGE • ,:''rl \ b ex b DISTANCE DISTANC25 ZB n 9EE NOTEe, 114°MAX.—�� NOTE I TE V THISSHFET �'-•. •` iX OR 2X WOOD TIU9 SHEET II SEE NGTEe, / �_� 32 THIS SHEET EMBEDMENT e BUCKSTRIP, SEE SEE NOTEO,TKSSHEET n gaX3I4" SMS REINFORCEMENT SCREW; 7 TYP,ANCHORTYPE, ANCHOR NOTE 4, SHEET L-----^-�— e3 PER STILE, LOCATED AT CENTERLINE AND W. EMBEDMENTAND PLATE RYVP � HORIZONTAL SECTION (XXX SHOWN) ` ` _ B" & 12" FROM ENDS (FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR DETAIL B2 SUBSTRATE.SEE & TABLET, SHEET 1 & LOCATION \ DETAIL C2 DETAIL D2 ASTRAGAL NOTE 3, BELOW DETAIL A2 INTERLOCK INTO MASONRY ` ` FADING Rli. 2X WOOD BUCKSTRIP OR INT02x WOOD I10 st REQUIRED IF DOOR EMBEDMENT _ `fir-4 ---I FRAMING, SEEANCHOR xe DAYLIGHT HM°IfTls Oven°6• 114"MAX. YI , OPENING at 1 PRODUCT RENEWED NOTE 3, SHEET I'`� n EDGE - ) I emie°tnelLToe.10, w. FI-Id. WIDTH I e DISTANCE I ) NQa-No. 15.1240A1 TYP. ANCHOR TYPE. SEE NOTE e, TMS SHEET 1 1 I ERPTTal.n oat.04114M041 EMBEDMENTAND n nO xe u TYP.ANCHORTYPE, I By EDGE DISTANCE PER ee 23 B EMBEDMENT AND P q mt.m- . r.auee contr.t SUBSTRATE, SEE EDGE DISTANCE ) TABLET SHEET I& 31 o PER SUBSTRATE, NOTE 3, BELOW SEE TABLE A, SHEET d 1 & NOTE 3, BELOW I MWOR DISTANCE �- I-3------•1 PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAY BE II MAX."' ANCHOR REQUIREMENT INSTALLED IN ERHER HORIZONTAL SECTION (XO SHOWN) INTERIOR OR LTt xT:: EMBEDMENT FIXED PANEL CLIP& ;� LYNN AICC(F *,� ANCHORS, SEE EXTERIOR DIRECTION. �a1 NOTES DETAIL SHEE710 ALL PARTS IDENTICAL. tip••: "GemsE''•;R 1) DETAILS APPLY TO 2,3 AND a TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE6 TIN SHEETI •, j ?',• '••���'� 2)REFERTO ANCHOR NOTES, SHEET I. FnnauLoacSTaEs, _ ��t p10, 50To5 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ASTRAGALS,FREO VINYL SLIDING GLASS DOOR NOA (LM)' 10I06f16 ANCHOR QUANTITIES, SEE TABLES 1 & 2. ANQ O O 4)CONTIN000S ANCHOR PLATE, ITEM #B, 19 REQUIRED ATALL HORIZONTAL M2s INSTALLATION, HORIZONTAL X-SECT. SJROSOWSKI O'•{A FS FLU FRAME ANCHOR LOCATIONS, %•Q •. �i TE i ? • ._� 6) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON, ® �� ' O� 'Flua�U• B)SEE TABLES &2FOR REINFORCEMENT REQUIREMENTS. ALL wTEnLaFR CERT. OF ACTH. U2020e a ��'%rSSIUNA�•�`� REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 2T O 1070 TECHNOLOGY DRIVE �� ��xxx�fllltt`�T THE EXTRUSION. REFERTO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HQ N. VENICE , FL 34276 44 A.IYNN NELER P.E. 7) SEE SHEET 20 FOR SCREEN DETAILS. (941)-480-1800 5G0-6670� NTS 30F 21 5� MD-6670.0 �$ P.E/SNW pETAIL E3 DETAIL E4 DETAIL E1 TYP. ANCHORTYPE, EMBEDMENT DETAIL E2 DADE APPROVED MULLION, FED IMO,AasoNm AND EDGE DISTANCE PER INTOVMD I INTOMASONRY INTO METAL COMPLIANT ALUMINUMISTEEL txuucxsrRm SUBSTRATE, SEE TABLE A. SHEET FRAMING OR STEEL STUD, MAY 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT CONCRETEICMU PER BE VERTICAL OR HORIZOMAL. FRAMING, SEE ANCHOR AND EDGE DISTANCE PER SEE SUBSTRATE PROPERTIES, CONCRETElCMU EDGE NOTE 3, SHEETI ANCHOR REQUIREMENT SUBSTRATE, SEE TABLE A, SHEET TABLE A. SHEET 1 ' PER ANCHOR DISTANCE EDGE EDGE 1&NOTE 3, THIS SHEET REQUIREMENT DISTANCE EDGE DISTANCE DISTANCE �,•. '.{ �.�- EMBED- ' i ... MENT•''EMBEDMENT EMBEDMENT •'' EMBEDMENT . ; •„�..•. •, 1!4'.MAX. e 1XOR2XWOOD 114"MAX. 1/4"MAX. 1/4"MAX. t e / BUCKS7RIP, SEE a TYP. ANCHORTYPE, EMBEDMENT AND TYP, A E, EMBEDMENT AND ANCHOR NOTE 3, a EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE / / m 7 SHEET 1 TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A. SHEET 1 & NOTE 3, THIS SHEET / eo NOTES ' e / FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / LOCKSTILES, 2) REFER TO ANCHOR NOTES, SHEET 1. ".Eli 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, FUfE097LLE& DLO WIDTH = NOM. PANEL WIDTH - B-0l18" nNO HB X314"SMS REINFORCEMENT FORANCHORQUANTRIES,SEETABLE51&2. _ xoazoxrAL SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE. ITEM HB, IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1118° ANCHORPLATEAT MILS CENTERLINE AND B°FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT =DOOR HEIGHT -24W EVERYANCHOR (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS, DAYLIGHT Q PANEL ALL REINFORCEMENTS ARE APPROXIMATELYTHE FULL OPENING FRAME SEE HEIGHT LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR PRODUCT RENEWED HEIGHT HEIGHT IS SHE SILL RISER EXACT DIMENSIONS. a. comp In wltn tA. floeaa THIS SHEET VARIES WITH emmlPy o�e REQUIRED .NOA-No. 1S•1210.01 _ POSITIVE E.Pliatlon Oate 0411412021 EzrEam DESIGN .380-^I ey e2 a PRESSURE, 350 -+1 } .Mlam- a mauet contra SEE SHEETS 7- E Pni et o et 7 & 8. .300 -�•1 7- 2 047 I 4.041 114'MAX. e3 9428HOWN .LL�� -7 1.783 3A64 1L 32 MAMSOAPPLY 823 ITTIL��L��II�� 1 � 2011 GROUTAS a • T-I(II 1.017 NEEDED,SEE 1e _r 1 �tI y-i- ,G80 .060 .000 ANCHOR NOTE 2 12 O 2-1/2'-TOTAL .080 ' 6, SHEET 1 e 114".MAX• a SILL HEIGHT t2 SILL•RISER 4s SILL RISER 4t SILL RISER O SILL RISER ; tt`Iy LYNN Id112j'�i� OTOTAL OTOTAL SIL� SILLHEIGHT) SILL HEIGHT) ILLHE HEIGHT) 81HEIGHT) � Q�;' '•, is EMBED- .r EMBEDMENT EDGE _ir( No.56r06 MENT ,!.. , • , DISTANCE VINYL SLIDING GLASS DOOR NOA(LM) $LUZ . •EDGE TYP. ANCHOR TYPE, TYP. ANCHOR TYPE,yff. a INSTALLATION, VERTICAL X•SEC7.& J ROSOWSKI =-O •iQ i IS I6 is DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENTAND "P •'•, sT ` EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE CONCRETEICMU PER SUBSTRATE, NOTE3,SHEET1 PER SUBSTRATE, CERT,0FAUT14.029296 I PERANGHOR DETAIL FI SEE TABLE A, DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DRIVE �� REQUIREMENT INro NAsoNRY SHEET &NOTE3, INTO WtaO SHEETI&NOTE 3, N. VENICE, FL 34276 u ALYNN TALLER, P.E. THIS SHEET THIS SHEET (841}480-1600 SGD-6570I NTS 40F 21 4 MD•5570.0 �4 P.FJTaros • 2 rr��,,j{v��� 11®u `_^ 9J, TEEJ 4 9] 3a 89 /IN� 00 70 91 60 MA%1ab•DA VIIf3�9B 33 +B MAX AIBEESIEETI9 Ep�pp DETAIL H2 . o + sa ,9 99 .9SEEGHEE B Jj Fx( O3 p0 W7SIUECORNER IlU �I^I� ap /0 Y �J d d I 93 9D' LILT ❑ � ' 91 El . rtff11 V 135' F�1w- V 4, o SO' 99 q DETAIL G1 DETAIL H1 MAX10V Q.0. 94 IN91oEC0ANER IN910E CORNEfl EXTERIOP IN Al mem"R a EE 3R"EEFY 9 ,a m O 9 PRODUCT RENEWED p1yNyy wlth 4h� Florld� alralLl"'�.1�- llllaaadlJl ' Bullainp cads NOA-Na. 15.1210.01 Gpinvon ooL 04f14f2021 135' f� oy M,am uet Cop,ro �IJ ' " NOTES 1) DETAILS APPLY TO 2.3 AND 4TRACK CONFIGURATIONS. o 2) SEE SHEETS I4&18 FOR ANCHOR LOCATION & SPACING ,FORANCHOR QO w �a QUANTITIES, SEE TABLES 1 &2.' 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, \ � o�Y LYNN Mltf DEPENDING ON CONFIGURATION. ' ,�Q...•;OENSg •'••, • * i DETAILG2 1]]• OMT810E a 'MAx19.6"r- MM3b•OG SEESNEET''IB ,a COiWER es Em-93 I'7 �7 L1 VINYL SLIDING GLASS DOOR NOA LM 10105115 G0705 ( ) 9 `•k C1a• _�• �_ � CORNER ASTRAGAL HORIZ. X•SECT. & JeROSOWSKI � �'•,�(. �pe,'F ';_` CERT.OFAUM-n9295 �fi ��'•FSSIONAL,��� 10707ECHNOLOGYDRIVE lTp pP' g + N. VENICE• FL 34276 SGO.6570 99 NTS 6 OF 21 s4 MD-6570,0 R� A E1161916M1 (041)-4B0.1BD0 M DETAIL 11 OPTIONAL NON- }.: INro N4soNRv STRUCTURAL ANCHORSFOR INTERIOR POCKET MORI011 21 JAMB et INTERIOR POCKETS MUST ,.'. � THI88HE SEE 1.' Ef � INCLUDE ANON -STRUCTURAL, FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER INFILTRATION.': 114" MAX. iB I POCKET BY OTHERS. SEE NOTE B BELOW. • •. EMBE��-; • MENT a E%TERW -' TYP. ANCHOR TYPE, EMBEDMENTI EDGE AND EDGE DISTANCE PER "iDISTANCE SUBSTRATE, SEE TABLE A. SHEET &NOTE 3, BELOW INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET I; ANCHOR LENGTH TO BEA MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 NTO —NET-ALI EMBEDMENT q{TFnnR V DETAIL 12 BifO FU60NRV EDGE CONCRETEICMU TYP. ANCHOR TYPE, EMBEDMENT DISTANCE PER R AND EDGE DISTANCE PER REQUIREMUIREMEM SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, BELOW OPT. ANCHOR EMBEDMENT OPT. � ti OPT. �LEHIDR � Ir • en�oa Fx�j'L 114"MAX.J � HOR v SEEFxi1./_.\ �•q EXTERIOR POCKET 111=D RHEIGHTS00"AND LESS; B1 q d FOR DOOR HEIGHTS OVER 00" 2 tB q 911.0" MAX. O.C. a2 � 21 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A SHEET 1 d NOTE 3, BELO 2X WOOD BUCKSTRIP OR PRODUCT RENEWED _ EDGE FRAMING, SEE ANCHOR. °mPtlno With M. Pmaa. DISTANCE NOTE3, SHEET 1 0.1141.2 �.a. NOA-Nn. 15-1210.01 ICHOR OPT ANCHOR Exptr.B.. 0.c. 04114/2021 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 3 2 FOR REINFORCEMENT REQUIREMENTS. 61 INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 0) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EMBEOM V OPI my.mt- ma.°t c.nwt DETAIL 14 114' MAX WSW" SEEFI01. B1 THIS SHEET BY 28 21 ExrEli �0 �t111TIt1YNNr4Ji (" i EXTERIOR POCKET ti0 ceNs�'`1FR ,4 ALUMINUM SLIDING GLASS DOOR NOA (LM) S 10/05/15 HORIZ. X-SECT. JROSOWSKI /; tJo. solos P-HOOK EXAMPLES, 8ffi I•. ST, E CERT.OFAWH.W280 ��SS/0 i. F•`�t� hn Nnn, i70TECHNOLOGY DRIVE VENICE, FL 34275 41)•460-1800 4 •6670 BGD-.701 NTS I BOP27 04 MD.0 � ALYNN oo I ER P.E PEA6B1p5 Design Pressure (DP) and Anchor Quan111ies Required, (trod approwd aonlgurallon. on Shoal 2) Use We table for, Door Unit Height e0' 84" ITS' Glass Type. 1, 3 or 8 BB-1611W DLO Height 72-15118' DLO Height 64-16118' DLO H.Ighl A.lmOei Relnfamamenl 028 AnchorGmup Anchor Group Anah.m Gmup Locketlls Reinforcement 026 ur020 A S C O A B C D A B C D Sid. Interlock Reinforcement 027 Design Pressure +60/-60pe/ +90/-sups! +80/-60PS1 1g-110' HeedlBlg C3+1 C3+1 C3t1 C3t1 C3+ C3+.1 C3+1 C3+1 C3+1 C3+1 Ca+1 C3+1 24' DLO Jamh 5 5 6 6 5 6 6 6 5 5 5 5 Width P4mok 7 7 7 7 7 7 7 7 B e 0 B DealOn Presauro +80/•60pef +80/-60psf +60/-SOps! HeedlSlll C3+1 C3N C3+1 C3M C3+1 1 C3+1 C3N C3+ C3N G3+1 C3+1 C3N 125-118" 30' DLO Jamb 6 6 6 6 6 6 5 5 5 .6 6 6 Width Phock 7 7 7 7 7 7 7 7. 8 B 8 B .�I nwd !Pressure 460/-60Psf +60/-eopsf +60/-60psr 10 31.118' HeadlSlll C3+1 C3+1 C3+1 C3t1 C3+1 C3+1 C3+1 C3+1 C3+1 C30 C30 I C3+1 a 38° DLO Width Jamb 6 1 6 1 6 1 6 6 1 6 1 6 1 5 5 6. 5 5 , P-hook 7 1 7 1 1 1 7 1 T 1 7 1 7 6 B B 8 Ooslgn Resew +60/-60psf +60/-60ps/ +60/-60psf 37-118' HeadiSD q+1 C3+1 C3+t C3+1 C'3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 03+1 42' DLO Jamb 5 5 .6 6 5 S 5 6 5 8 6 b Width P4=k 7 7 T 7 7 7 7 7 B 8 B , e Design Prea.tOe +60/-60ps! +60/-60ps! +60/-OOps/ 43-118' HaaNSIII C3+2 C3+1 C3t1 C3+1 C3+2 C3N 1+1 C3H C5+2 C3+1 C3+1 C3+1 4Er OLA W dth Jamb 6 5 5 6 5 5 6 6 5 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 B v�USED IN EXAMPLE ON SHEET g TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE 51 DETERMINES THE WATER LIMITED (+) DP. . RIIF WATER INFILSERS NOT REQUIRED. IF SO, +DPTION NCE IS NOT S SHOWN IN TABLE 1DOR MAY BE USED. IS PER FIG 1, A SILL 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. 6) REFER TO ANCHOR NOTES, SHEET I- 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. /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 B1, THIS SHEET. 00F 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 If OF ANCHORS THROUGH THE JAMB. THE 0 OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPEN DICULAR TO THE GLASS. TABLE B1: WaterLlmited (+) Deslan Pressure SIII Nam. SIII Max. (+) DP Riser Helithl Allalwd None 7-11MB' Sea Note2 42 2412` +331.7 per 43 3-112" +80,0 psf 44 41718' +80.0 pet 45 4Sle" 4e0.O PSI FL 34275 FIaINFILTRATION GTH SEMBLIES ED WHERE THE PRODUCT RENEWED NG (OH) LENGTH IS . pi to with tho Floddo O OR GREATER THAN 9eildlno�o�oRHANG HEIGHT IS Nca-No. 15-1210.01 ED FROM WATER expiro0onbato0_ 4N412D21TION RESISTANCE, ev �i� s DLO WIDTH o NOM. PANEL WIDTH -Mill' `��ONv DLO HEIGHT =DOOR HEIGHT -11-1118" LYNN , PANEL HEIGHT r DOOR HEIGHT -2.112° 1t�; ••V�trisr;' ze'q !� it t No.5e705 VINYL SLIDINGHOR UASS TY TA LE (LM) 10WSKI = f DP&ANCHOR QUANTITY TABLE S JROSOWSKI `(T�x= z:D•. )g b :41� 7 OF 21 ja0l MD-5510.0 TABLE 2: Design Pressure (DP) and Anchor Quantitles Required, (Its all approved conlaumtlons an Sheet 2) ' Use this leble for: Door Unit Height BO' 84° 96, 105" 120' Glove 1Vpee 2 or 4 0&15110° PLO Helghl 72.16116° DLO Height 54.15110' O g8-16116' DLO Height 108-15116° DLO Height Aaksgal Relnfortn:ment #29 Anchor Droop Anchor Group Anchor Group Anchor Group Anchor Group LocketBe Reinkaeemenl 025 A B C D A B C D A 13 C D A 13C D A B C D HO Interlock Reim'oroennal 028 Doaign Pmaeum +100/-100psf +f00/400paf +f00/•/00p.1 +60/-65ps1 +60/45psf 19.118' HeadlSlll C3+1 C3+1 CSM C3+1 C3+1 C3N C3H C3+1 C6+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3N 24' DLO Jamb 5 6 6 6 6 5 6 6 6 5 6 6 B B e e a 8 0 e Width P•haok 7 7 7 7 7 7 7 7 8 0 8 e B 8 a 8, 10 10 10 10 Design Pressure +f00/-f00p3f +100/d00Psf +100/•loops! +60/.65psf . +60/•65paf 21,111' FieaN9lg C5+T C3+1 C3+1 C3N C6t1 C3+1 C3+1 C3N C5H C3+1 C5+1 C3+1 C3+7 C3+1 C3+1 C3N C5+1 C3+1 C3+1 C3+1 �O Jamh 6 fi 6 S 6 6 0 6 5 6 7 6 B B 8 0 B 8 8 0 Width P-hook 7 7 7 7 7 7 7 7 6 B 0 8 8 a 8 a 10 10 1D 10 Design Pressure +100/-100pef +100/400 psi +110/-100PSI +60/-65par +60/•fi6psl 31-116' H..&Sol C5+1 C3+1 C5+1 C3N CSr1 C3+1 CS+t C3+1 C6+1 C5+1 C6+1 C3+1 C5+1 C3N C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 38' DLO Jamh 6 6 8 6 5 6 B 5 6 -6 7 5 8 0 8 B 8 8 S 6 Width P-hook 7 7 7 7 7 7 7 7 0 B B 8 9 8 9 8 10 10 10 10 Design Ptessum +f00/-f00psf +700/400psf I +f00/400psf +60/•66p31 +60/•65psf 37.110' Headisill C5+2 C3+2 C5+2 03+1 C5+2 C5+2 05+2 C3+1 C5+2 C6+2 C5+2 03+1 C6+1 C3+1 C6+1 C3+1 C6+1 C5N C5+1 C3+1 4Y DLO Jamb 6 6 7 6 5 5 7 6 6 6 B b e B B 0 0 e 7 B Wld h P•hook 7 7 T 7 7 7 7 7 6 0 6 0 B B a 8 10 10 10 f0 Z 43-110' Deslgir Plose016 HaIMf901 i +f00/400psr C6+2 C5+2 C5+2 C3+2 +100/-100per C5+2 C6+2 C6+2 C3+2 +62/412 Cb+2 C6+2 ps/' C5+2 C5+,' +60/•65per. C5+2 C3+1 Cfi+2 C3+1 +60/-65psf C5+2 C5+1 C5+2 C3+1 4B' DLO 6 6 7 6 6 6 8 fi 6 6 9 fi 8 8 7 B 0 e 0 B Width p-Igok 7 7 7 7 7 1 7 1 B B 8 B B B a B 9 g 10 f0 10 10 Pressure Design Pressure Design +B0/-80per +60/•BOp3r +00140psfftC5+2 /fi5psf +54.1/4117Ps��+2 4&Ve' C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C0+2 C3+2 C5+2 C5+2 C5+2 +2 C6+2 C5+2 C5+2 64° DLO Jsmb 6 6 0 5 6 6 7 6 6 6 B tCb+2 B 8 8 0 Width P41aok 7 7 7 7 7 7 7 7 B B B 8 10 10 10 Design Pmssrso +60/-60paf +80/•BOpsr +60/•60psf +59.1/-64psf +4R61 . Ps/ 55.119' Head1SN C5+3 C3+2 C5+3 C3+2 C6+3 C3r2 C6+3 Gi+2 C6+3 C5+2 C5+3 C3+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 SD° DLO Jamb 6 fi B 6 6 6 7 6 6 6 a 5 0 B B B 8 0 B 6 Wldlh 7 Y 7 8 8 B 0 0 8 a a 10 10 10 1 10 P•hook 7 7 7 7 Ir • y-100.0 PSr rUH Arvl:Nurt Urcuura o, � a �. 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 PIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. • CERT. OF AUTH. 92aee8 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRI 6) REFER TO SEE SHEETANCHOR iH1B FORT ANCHOR LOCATION&SPACING (9 1)480-, 0 94276 (a41)-0I C•. FL ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEETABLE 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 02, THIS SHEET. 0 OF ANCHORS THROUGH THE HEAD & SILL (EX: FOR C3+1, 3 ANCHORS f CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL# OF ANCHORS THROUGH THE JAMB. THE 0 OF ANCHORS REQUIRED THROUGH THE P-HOOX, PERPENDICULAR TO THE GLASS. FIG 1: OH LENGTH �I G i DOORASSEMSLIES INSTALLED WHERE THE OVERHANG(OH)LENOTHIS z O EQUALTOOR GREATERTHAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE E12: Watewmltad (+) D..ign Pressure '$III ND I'lI MeM. (+) OP Riser HelOh-A5ovnld Nona 1-11116' Sea Nole2 42 2•i/Y +38.7 pal 43 3.1re +60.0 psi 44 4. AT +80.0 psf 45 4618' +100A pal DLO WIDTH = NOM. PANEL WIDTH-8-9118' DLO HEIGHT = DOOR HEIGHT-11-1110' PANEL HEIGHT - DOOR HEIGHT - 2-IM VINYL SLIDING GLASS DOOR NOA(LM)' III 1010511E OF & ANCHOR QUANTITY TABLE AA ) ROSOWSKI 8OF21 J$11 MM570.0 RENEWED with the Florida EXAMPLE: 3-PANEL, 3TRACK, STRAIGHT CONFIGURATION -PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLALNO, ANCHOR GROUP A IN WOOD' SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED:+4821-58.0 PSF POCKET OTHERS. SHE . to SHEETS 01 0 SPLICE INTERIOR I�,CENTEN OFINTERLOCK CK MAX t—OFFARLINE NCLENTERUI '✓L•ANCHOMGE, -.-I 2541ITMAX 1• ANCHORAGE. SHEET I2 rANCNORA( SHEET 9HEET72 'C2•CLU9IEIU •Cr CWSTER, END ANCHOMR ' ` 6HEET12 MET12 (MW,I ANCNOR, - - SEE POCKET JAMD HEAD ANCHORAGE DETAILS EXTIOR spucex ND! BTR CTURALANCHORSMAY DLSTALLATIONON SHEETS pXXX(3 TRACK) DE AOOED IN-FIELO AS NEEOED1. 4 ALIGNTHE HEAD OR SILL FA -LJ SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR �CENIERUNE OFW7ERLOCK CFPANE-2 I_ CENJEWJNE 1`OF W�EALOCK — . S• OENTERLINE MAX. OFPANELI OFPANEL2 POCKET DY OTHERS. BEE ° NOTE S, SHEETS 21.5" MAX O.C. MY SILL ANCHORAGE DETAILS PXXX (3 TRACK) ADDITIONAL -.� r MAX. EXTERIOR V CENTERLINE OFPANE7.9 -•� MAX �+-- EXTERIOR ID UCT RENEWED 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 8 2 a pry I with the Flmtda as myC FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF NOA-Ra. 15.1210.01 +48.2/-68.6 AT ANOM. PANEL SIZE OF 40°X84". FROM TABLE I, SHEET 7, THE DESIGN PRESSURE IS 4001-60 WHICH EXCEEDS THE PROJECT DESIGN END PANEL ANCHOR EXCEPTION: vwCE TO NeXT CLUSTER E.pI.D.. 0ate0411412021 Dy PRESSURE REQUIREMENTS. mi.. He u°t cant, I FOR WOOD INSTALLATION USING ANYANCHOR IN GROUP A (SEE TABLE A), TABLE1 OEM SHOWS ANCHOR REQUIREMENTS OF:•2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON:xEt S'MAX HEAD(CLUSTER ANCHORS): SHEET I2 FOR THE"CW CLUSTER ANCHORS AT FOR SILL (SHOWN) AND HEAD, ANCHORSATTHE - 6" OFT. ANCHOR THE INTERLOCK/ASTRAGAL. HEAD(INTERMEDIATE ANCHORS): SHEET I2 FOR THE°+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IFTHE NEXT ANCHOR CLUSTER IS OVER TOAID W ALIGNMENT P-HOOK JAMB MID3PAN OF EACH PANEL. SILL (CLUSTER ANCHORS): SHEET IIFOR THE'M"CLUSTER ANCHORS A7 O.C. DISTANCE 70 THE 263(e',OTHERWI9EANCHORSARENOTREOUIREDAS FIGURE ABOVE: ;�ONyLYNN4fj( ANCHORAGE ANCHORAGE THE INTERLOCKIA6TRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET II FOR THE"-2 ANCHORS AT THE PER THE QS�•La••'LICENSF'•.�LSp Yt:' ' DETAILS DETAILS SEE: MIPSPAN OF EACH PANEL JAMB: 6 ANCHORS, SHEET 13 FOR GEN. SHEET 13 FOR GE�/�'��SHEET2FOR ND. 567D6 R PRODUCT REFERENCES. AL60 ANO EXACT P-HOOK:7ANCHORS, ALLOWABLECONFIGURATIONS OF CROSS-SECTION DRAWINGS. LAYOUT.CATIONS TNTS.0121N11 rSGD-5,5.70.1 FtSHEET 10 FORSPECIFIC GLAZMG TYPES. 3) INSTALLATION DETAILS INTO WOOD C I PANELTYPES AND CALL NAMES. ON:SHEETS481B SHEET I7 FORALLOWABLE CROSSSECTION DRAWINGS.HEADBSILL; BE FOUND SHEET4ECHNOLOGY DRIVESHEET FOR EXTRUSION I9 FOR INSTALLATION OF ADDITIONAL ACCESSORIF�. JAMB: SHEETS ICE, FL 34275 P,FJI6a10.9 SHEET 21 FOR A BILL OF MATERIALS. P•H-%S SHEET 000.1000 0 7/70' NOM. S116' HS GLAS 7116'NOM. 3116-HSS GLAS' am His .01 11115- ANN 7116'NR 3AIGLASS' PAINTED/ 'v'°=� - PNMEDI LAMINATED UMINATED Qo eZ 6URFACE eo el SURFACEaE%Eplppa a %" PRODUCTI9'EXTERwR- PROW CTIS'E%TEPRODUCT IS'EXTEIUOR- I I DLA2ED'IF 082-6T I9 GLA IIFI8O911710-NOM. GLAZED'IFIN4119 7I8'NOM. TOWAROBTHEEXTERIORTOWARDSTHE EXTGLASS TOWARDS THE EXTERIOR.iO1A58I BITE I PR00�IBTN �I PROI>� ILs'wr�ERtOR. 1 I GLAZED'RODUC IFDINTE8249 l9OR-GLA7FD'IFN 11f9 GLAZED' IF ESOd119 I70WARD9 THEINTERIORTOWARDS iME 81TTOWARDSTHEINTERIOR 1SEEN-2..EENm zTf899NEET TIWSNEET THISSIGET , GLASS TYPE 1 GLASS TYPE 2 SILICONE 6TRUCTURAL HOT-MELTBUNL 3N6'HSGLASS— 6TRUCTURAL SILICONE 3NB'NOM. .09VAG— PC STRBUTU 114-NOR FOAM 311V 8GLSS— WTM WITH DESICCANT DESICCANT 7/16'AIRSPACE— EXT.GLASS EXT.GLA9S 3N6'TOLAS9 ODn� a INT. GLASS INT•GLASS PRODUCT 19'EXTERIOR- I GLAZOr IF 02-93 IS TOWAROSTNEP.XTERIOR O KODISPACE SUPER 1e 4SGTPS TD SPACERIINXT' a m[RIDn PRCOUCTISRITERIOR• I ALUMINUM GIAZED'7992-e319 REINFORCEMENT pOLYlSO. DESICCANTFW.AREA TOWARDS THE INTERIOR BUTYLENE— 5H('NOM. salim % WIG-NOM. SEAL TnS WEST BI1M6 SILICONESEAL DESICCANT ROLL •FORMED FOAM STAINLESS STEEL EXT. GLASS , EXT.. GLASS INT.GLASS INT.GLASS DURASEAL® XL EDGE"' SPACER 'SPACER 1-1110'NOM. 1.1116'NOM. 71W NOK I GLASS SITE GLASS TYPE 3 —�1 1�118'NOM. HEAT.MIRRORFILM SURFACE EX RID PROOUmIS'E%TERIOA- I 71G'NOM. GIAZE0'IFfe41B GLASS TOWARDS THE EXTERIOR BITE I I IMMOR I PRODUCT IS'MERIOR- TO GLA2EPIF90418 I TOWARDSTHE INTERIOR. / SEEnmE2. TNG 6HM NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE 'HS' SURFACE OF A LAMINATED GLAZING UNIT IS ADHERED TO THE GLAZING LEG. 'ANN"-ANNEALED 'HS° - HEAT STRENGTHENED °T° = TEMPERED °PVB'-.090'BUTACITE®PUB INTERLAYER BY KURARAY AMERICA. INC. SG' o.090' SENTRYGLASO INTERLAYER BY KURARAY AMERICA. INC. ANN GLASS PU0' 71w NOM. GLASS I�BITE PRODUCT RENEWED p1 Ing with the Plorlde NOA-Nw 1s1z1o.o1 Eapinllen Dee, 04/14/2021 GLASS TYPE 4 GLASS TYPE 6 ti�ONY'oeNs Ai",, NO. 53705 Tt VINYL SLIDING GLASS DOOR NOA (LMI 1=5115 GLAZING DETAILS �� J ROSOWSKI T;7lp';% SI c F 40 GERT. GF AUTH. R29249 a p �'.S /UNAI�CC�```� 1070 TECHNOLOGY DRIVE I) A.L �a N w R•P.E• N. VENICE,e �34275 ISGD-557011 NTS k 10 OF 21 M4 MD-5570.0 �9 L+ SILL CLUSTER ANCHORS LAYOUT: ASTMOALOR INTERLOCK CENTERLINE 4° VKTERIOR 2-TRACKCLUSTER'03' ANCHOR LOCATIONS ASTRAOALOR IMFALOOK 4° CEMEILLINE EMERIO322" iANCHORLOCATI NS ANcxoRLocAnaN9 ASTRAOALOR INTERLOCK, CENTENRIE 4• E%T,ETIR�IOft 32Y 4-TRACKCLUSTER 'CTARCHORLOCATKINS ASTPAOAL OR INTERLOCK CENTERLINE 4" EXTERIOR 2-7RACKCLUSTER-W ANCHCRLCCATIONS ASTRAOALOR INTERLOCK 4" CENTERLINE EKT�Ejj�D 322 , \7 bTAACKCLUSTER'C4 ANCHORLOCATIONS ASTRAOAL OR IA OCK CENTERLINE 4" EXTTERIIOR 322" 4•TMCKCWS7ER WANCHORLOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO TRACK DISTANCE 152.376° -1- FOR ALL SILLS: CXX8 3m llll�» PANEL CENTERLINE EXTERIOR y-TMCK INTERMEDIATE 1'ANCHORLOCATION PANEL CENTERLINE EXTERIOR 3-TRACK INTERMEDIATE N•ANCHORLOCATION PANEL CENTERLINE EXT�E�R7I�OR V 4-TRACK INTERMEDIATE °H•ANCHORLOCKnON 40LOGY DRIVE FL 34275 PANEL CENTERLINE 4° EXTERIOR 2•TRACKINTERMEOIA7E '.2' ANCHOR LOCATIONS PNEL CENTERAIINE 4° %TERMR 322° 1/ S-TRACKINTERMEDIAM 'vr ANCHORLOCATNINS PANEL CENTERLINE EXTERIOR' . V 4-TWKINTERMEOATE '.2- ANCHOR LOCATION9 PANEL CENTERLINE 4° P�-� EXTERIOR �(I"7�� \/ 2-TMCKCHERNEDUTE Ir ARCHORLOCATIONS PANEL CENTERLINE 4° PxTEwoR 322° ' 3-TRACK INIFAMCMATE • JANCHORLOCATIONS PANEL ..ERIAE 4° E%T,IE�fl.IOR 322" 4TRACKINTERMEDIA7E •.i'ANCHORLOCATIONS NOTES: FIOUR68 PERTNNIOTHEF011DN1ND9E1 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. pRFAYFDIATEANGIDA LOGTKNIS IIIITIIII III 2) TRACK TO.7RACK 2 37S DISTANCE IS 2.375° FORALL SILLS; - HFo 601 .1 PROmpICln ReuNi uYi F10•NM• l `JLLLINNIEFT h r euualno �•1 w �0 .........l �� Uirtlb S NOA-No.. 15•1270.01 .!%Ll VCE.N3E''• .F.Q P' 7 ExPlrolmn D•L• 04/1412021 VINYL SLIDING GLASS DOOR NOA (LM) 10f05115 ��� ,a. Proau•F cony !�� ILA- �8 JROSOWSKI ANCHOR LOCATIONS A ;gyp'•.• T I E. r TTA� 11OF211911 MD-5570.0 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAOR INTERLOCK 4' CEJERLINE E=RT n� R 3.22' V bTRACN CLU3TER'CY ANCHORLOCATIORS - ASTRAOALOR INTERLOCK CE TERLINE 4" EJOEmoR —«+ 322' - }TRACKCLUMR'CS • ANLHORLOCATION3 AOTRAOALOR INTERLOCK 4° CENTERLINE FMERIOR 322° V 4-TRACKCLUSTER MrANCHORLOGATIONS AWWALOR INTERLOCK 4° CENTERLTHE EXTERIOR 322° bx-TMCKCWSTER'CS ANCLIORLOCA710N9 . ASTRAGAL OR INTERLOCK CENTERLINE 4e A. MERIOR 3-TMCKCLUSTER'06' ANCHORLOCATLONS ASTRAGALOR INTERLOCK— 4° CENTERLINE EXTERIOR j V 4.TRACKCLOSTER TVANCHORLOCATIONS NOTES: 1) ALL DIMENSIONS DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK TO•TRACK DISTANCE IS 2.376° 2.376° FOR ALL HEADS: A` V Ii �TDIn HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL ffiCENT 4� EXTERIOR C% 24WXINTERMEDIATE •H•ANCHCRLOCATION PANEL CENTERLINE MERIOR fl 3-TRACK INTERMECIATE V ' 1• ANCHOR LOCATION PANEL CENTERLINE EKTERIOR 4-TRACK INTERMEDIATE 4J'ANCHORLOCATION PANEL CENTERLINE 4' TDn�1R 322' �J STRACKINTERMEOIATE '°x'ANCHOR L WATIONS PANEL GENTERLINE EXTERIOR ,D }TRACKIMEMEONTE V WANCHORLOCATIONS PANEL CENTERLINE EXTERIOR 4-TMCK IMERMWIATE"'T ANCHORIOGTIONS rr rr Him H 0 �p VINYL SLIDING GLASS DOOR NOA (LM) Y ANCHORLOCATIONSB ® N FL 34275 PANEL 4. CENTERLAIE EKTJE'fl�IOR 3.22° \/ x-TMCKINTERMEDIATE 4r ANCHORLOCAMONB PANEL CENEERLWE 4° MERIOR 3.22° R }TMCKINTERMEDIATE V ' TANCHORLDCMION9 PANEL 4" CEMEIO.WE EXTERIOR 3.22' 4TRACKINTERMEDIATE' MTJHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK 70.TRACK ° DISTANCE IS P.376" 2.376 FOR ALL HEADS: PRODUCT RENEWED 'LACENSg ''..� :. • �NiolA-Ti '15.1210.07 �•`y1�; E"Pb"LI"O mt"04J1412021 ���' N 10105/16 By NI J ROSOWSKI ;n�:. TA 12CF21 jt9j MO-6570.0 P-HOOK ANCHORS LAYOUT:' OPT AI NOTES: 1) SEE TABLES 1 S 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P•HOOX. naunearMtx�ooiroiiicxaxiar�w� xEr,wn H.WI 71 OaH Jua6 613 7 JAMB ANCHORS LAYOUT (PARTIAL VIEW): 2.375° " Imo--- 4.76' LLW 11�0 21.5' MAX. exrENOR O.C. g".M6 0 24RACX FRAME t 3TRACK FRAME JAMB ANCHORS JAMB ANCHORS JAMB JAMB 7.tzs° 21.6° MAX, Ex1eRiG C.C. 6° MAXI T 4 TRACK FRAME JAMBANCHORS (3) WEEP NOTCHES (4) W EEP NOTCHES PER END @ 1° X.600° PER END 0 1° X .00" SILL SILL EXTERIOR EXTERIOR (3)TRACKWEEP HOLES EVERY 24°C�1.126°X.190;f (0) TRACK WEEP HOLES }• �— (1) WEEP NOTCH EVERY EVERY 24"@1.126'X.;(90`; 1 WEEP NOTCH EVERY () 24° 1.376' X .600" 24" ®1.376` X'.00" SILL WEEPHOLE LAYOUT (2.3 & 4 TRACKS) JAMB NOTES: .1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ADJACENT TRACKS (SIMILARTO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. (6) WEEP NOTCHES he —PER END ®1` X,50° (10)TRACK WEEP HOLES EVERY 24" S 1.125" X A80`; (1) WNOTCH EVERY 24P®375°X. 00' SLIDING GLASS DOOR NOA (LM) III1olo5116 OR LOCATIONS C �S J ROSOWSKI N. 41}45D•1e0D VENICE, FL 34276 I SG•5570 NTB DIWI 13 OF 21 I4I MD-5570.0 (B WA NN 11YPIN 41, 1 ! `��QZ�i 11GEN3E '., b,P 1F 1' No. 60705 Qom•, 5TA. .. . PP 6m HEAD 90' CORNER CLUSTER ANCHORS LAYOUT: SILL 90' CORNER CLUSTERANCHORS LAYOUT: F&icwuarcwuaaea. ANCHORLOGTmIe: 00' 4° 4. 4' 4° 4" 4 4.L4"jwm NFR -IIODk 7 ANCK80'COAMON3° 27RACK AO•COANER RC 2•TRACK.90'GORNER EMENfOR . 'C{'ANCXORlOCA710N9Fir 'CCANCHOKLOCATNIN9 Y•TPACK99•CORNER ERI-CS'AWCHORLOCATIONS (USEWHEREWIB8PECETED) (USEIHNENE'Ce'I98PECIPIED) R1S NC ODR IL08f•B M1I1R8EDI (CgENNE1Q:'C6'IB 6PEGFIEO) �J 4' EXT�S7PACK R OO TIO 'C4ANCHORIOCAECTI ER BtBE YEfERE'CS` 19 9PEC6� 4' 4' WANCK OORNER RLOCATI 'C4'ANCHOR lsspEcFH (EEW9reRE'ce• 6 BPECIFIED) Ew 1 H W R E .4. 4' 4' 4° 322 3R2° - g 7•TMCN99'COFWOI E Jl_ ].TMCK90'COM'ER E%TME STRACJf 10'CORNER •--y.r 'Ce'ANCHORLOCATION9 V '0{'ANCNORlOCA7lON9 'Ce`ANCXORLOCATIOtIS (USE WHERE -CS' IS SPECIFIED) (USE WHERE-C7' IS SPECIFIED) IUSE WXERETV I88PECIFIEO) 4' 4' 4° 4" h3.2r FRI MEIiIOR ��CK�,CORXKR E IS 47MCK 90'COR-no Fv7. 'CRANCHORLOCATION9 Ivl 'CB'AN .0 LOCAMONS (USEWHERE'CS' IS SPECIFIED) (UBEWHERE'C9'19 IS, . NOTES.• 1B•1210.01 PT�NV 1YNN 4y�� �ii�' _= �l+ Hp 5B705 BTATE OF rx7m DdA1) ALL DIMENSIONS SHOWN ARE BASEDON MINIMUM ALLOWED.]gFLOVINYL SLIDING GLASS DOOR NOA(LM) 10105116 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BEANCHOR LOCATIONS D 8 J ROSOWSKI SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 1 a 3)TRACK-TO-TRACK 9290ta T DISTANCE IS 2.376' 2.375° 2,376° Y DRNE @GFORALL HEADS AND SILLS: 5 SGD5570I NTS 140E 21 y MD�670,0 !i� 4' 4' KTEPoOR 2.TRACKI76'CORNER 'U'AHCHORLOGRONS (WE WHERE SS IS SPECDIED) 4' e oR 3.TRACK I75' CORNER 'WANCHORLOCATIONS (USE WHERE'CS" 19 SPEGRED) 4" Nx, ANCHOR LOOPRER S4 ANCHOR LOCATIONS (USEWNEAES9' IS SPECORD) 4' 3.22° —ry. --TRACK I CORNER V •CO'ANCHORLOGRONS tME WHERESS' I9 SPECIFIED) 4' q° eKfER10R 7.TRACK135•CORNIiR '(WANCHORLOCATIONS (USE MO.RE'C5° IS SPECIFIED) 4° N 4e EKTERIOR I.TRACKISV CORNER S6'ANCHORLOGTIONS (UBEM ERESS'ISSPEWIED) SILL 135° CORNER CLUSTER ANCHORS LAYOUT, 4' 4° x TRACK+75•COPNEIi ' 'ANCHORLOGTION9 IOSE YINERE'C 8 h SPECRfiO) 4' 4' P�TE(Poo 3.22' V ].TRACK 135' CORNER •G'ANCHOR LOGTICN9 61SEW71ERL"CY IO SPELTfTED) 04' �(E 4-TRACK 135' CORNER 'U• ANCHOR LOCATIONS (1A5E W}¢RE'C Y Oi SPECIFIED) 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) TRACK•TO TRACK DISTANCE IS 2.375° 2.316' 2376° FOR ALL HEADS AND SILLS: 4' EXiER�pg 1-TMCK 177'CORNO V •CWHERE O Y IS SPECIFIED) (USEWHERE IS SPECIFED) i IL fl 322° V }TRACK 135' CORNER 'CS'ANCHORLOGRON9 (U9E WHERE'CS' L9,SPECIFIED) 4° 4' EKTER 322° /dRACK13VOORNER 'CS'ANCHORLOGTIONS (USEWiiERE•CS'ISSPECIFMD) PRODUCT ```�.tiA;ppV•LYNN Mi�� �� ..��.: SJOEN9R •., F•A ��i _ �• No. 60705 ' SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS E RJ I J ROSOWSKI 16 OF 21 1191 MD•6570.0 SPU LOCATI ON 4° EXTERIOR 2-TMCKSPUCE 'C4' ANCHORLOCATIONS' (USE WHERE W IS SPECIFIED) SPLICE LOCARON 4.76" EXTERIOR 4" MRACKSPLICE TVANCHORIOCATIONS (USEWHERE.Or IS SPECIFIED) SPU 4.75° wPAT1oK E%TENOR q• 4-TRACK SPLICE TA' ANCHOR LOCATIONS (USE WHERE'CS'IS SPECU EDI melill RaZZI SPIIC w xrt'j�fLL��C. cA710N 4" EER10R 107 2-TMC%SPLICE •'G' ANCHORLOCAT10NS (USE WHERE'CV IS SPECIFIED) SPLICE LOCATION 4n 'EXTERIOR I-L S-TMCKSPLICE V YL'ANCHORLOCATIOW (USE WHENE'CS' IS SPECIFIED) SPLICE t322" LOCARON lai EXTERIOR 4-TRACKSPUCE '�' ANCHORLOCATIONS (USE WHERE'CS' IS SPECIFIED) SPUC SPLICE LOCATION LOCIOION 4n 4° L E%TERIOq €iiER 2-TMC%&PUCE L7MOKSPUCE VV 'CVANCHORLOCA710N6 'G'ANCHORLOGTIOIH (USE WHERE'G' IS SPECIFIED) (USEWHERR� PECIF� SPU dLOCATLONO CE LOCA710H J4' PRODUCT RENEWED UCTwNh EKTERIo 4" Buildlne CotleEXTERIOR 3.7MCKSPLICE NOp-No. 15.121D.D1 JTRACKSpIICE 'G•ANCHORLOWT— 'G'ANCHORLOCA710N9 (USEWHERE'C6' IS SPECIFIED) E ptmal.. O.te0411412021 (USE WHERE -Ow IS SPECIFIED) SPLICE LOCATION EXTERIOR 322" !i 4-TMCKSPUCE VV 'G' ANCHOR wGRONS (USE WHFRE'CBIS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. FOR SPLICER O ABOVE CSURR NO INSIDE OF A POCKET. SEE THE ERE FOR . SPLICES OCCURRING AT EAsTRAGAL OR EXAMP E ON SHEET OLOCK. 3) TRACK-70 TRACK 2 375"- 2.376° DISTANCE IS 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 OR BY THE AUTHORITY HAVING JURISDICTION. 710N q"LOG R 3.z2 .`", oNYL7GLEYNN$N 1:',....... 4TMCKSPUCEIv F.,M'•i4-.� EE 'WANCHORLOCATION9 (USE WHmm CS' IS SPECUFED) lil NO.50705 FL 34275 A.LYNN DING GLASS DOOR NOA (LM) ' 1111010511BI LOCATIONS F liJ ROSOWSKI 1001721 1141 MD•6670.0 PANEL'S RIGHT STILE TYPE PANEL ouralDEm•TTV • INSmEt]5TYPES SINGLE SINGLE FIXED LLCKSTNE - ASTRWAL ASTRAGAL ASTRAGAL A37RWALW7ERLOCK OUT INTERLOCK IN STILE WIIWIDLE BOKOUT BOXW RECEIVER RECEIVERORE10ROR FJREtlORGLAM E: F PP K L L TCTWB+BTERWF. B H P A C C SCSW RR R S S FC FD FV FW lt.l IOCNSRIE D M J J W/}NNBLE ROYw T U T BOX N U co CS CF zCT IAOLR AS DF aAT 135' VT VS VFWT ULIM.OUT. WSWF LEFT RIGHT PAS, PANEL STILE STILE PANELTYPE °FSHOWN. PANELNOTES.' ' 1) SEE DPIANCHOR TABLES 1 & 2, SHEETS 7.0 FOR PANEL SIZES & DESIGN PRESSURE, 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOTAVAILABLE. 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS BD". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED. BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES DOUBLE ASTRAGAL GRERLOCK MDOUBLE LDCIOTIIE i✓w�..�--1.-��d•• INTE LOCK JLOCKSDLE .L--J,��v ASTRAGAL SINGLE DOIIBIE SD UGERLOCK .INTERLOCK A -LOCK p.ww �I LDCKB,US NMI LLOt U"T WM IOGIQITSE NGLE ' DS S.M.F INTERLOCK IDINC LPANELST-YF-ES to 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 BXPIGIUOn `:`gal?:'uCENSF :CC�p. i GLASS DOOR NCA (LM) $ 10105115 T N. 50705 "A x ism. � J ROSOWSKI = D �• �'^ ' 0 p V 'E 170F21 jail MO.5570.0 r9l 5.875 --+I L�� •0B1762 0.835---'1 640 1R6 '-�y I+-•550t 100 .600 930 +`��JJ1,g12 o 1.88} a82 �1� �^) MCK 00 Jl. ��� B ANCHOR PLATE QTRACKINSERT 1U IE)(TENDED GAP*O KET 6.178 O7 2 TRACK HEADIJAMS Qg 4TRACKSILL COVER (PVC)W .231 .080 -r'•j 2080 .100 1.000 252 1013 .080 &260 -Y( 8260 1.435 D�f.032 �� g ��8B1 '--"s�_•BS2 1 SILLTRACK .060 LI .100 OSUPPORT�L © FRAME ILL 13 COVER 1© P-HOOK ADAPTOR 1B P-HOOK .125 O3 3TRACKtEAWJAMB O3TRACKSILL 640 2913000 •081 '22975al� l 2.141 .10.076 �1� 002 ,6�.082 L� 10.g26 + 1••-2.607-^•I 8 329 100 3 C� J. 1 I �KEEPER� @ KEEPER @ BAR COVER @ REI FORCEMENT ® FIXED PANELCUP ®PPLLATE RCEMENi © 4 TRACK KEADIJAMB @ 2 TRACK SILL 2511 r+- 2938 1.1,711 1.826 1.695 r- 1.695 r-- E - ,309 +2•608.080 2.0�3..126 •070 .076 2.1184.835 4.27g ,t003 2.368 Q 2.7A00 e 2iB8 ,312 z270 ,OBO ®W7ERIOR JAMB COVER .300 I - 180 { 2.710 E 1.876 PRODUCT RENEWED .120 •182 .120 I•w.1B2 2.291 .500 ILL PI)I g Ilhth•norlda PANELSTILE, TOP 9ulldln9 CoduW TOP BOTTOM TOP. BOTTOM INTERLOCK BINTFRLOCK ADO @RS ORCEMENT �MERLOCKADCKET (BIADAPTER NTERLOCK ®ASTRAGALADD-ON ®AND BOTTOM RAIL ,NOA-N" 1S•1210.04 ®AND STILE AND STILE ©REINFORCEMENT, ®REINFORCEMENT, E.PIMtlan oete 0411412021 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT 3.320 r.--3.345 NOTES: Mi..d-o rm uet cont,ol 3.462 J319 1) SEE SHEET 4 FOR 1.472 SILLRISERS. ,126 _ 3.209 .080 3.713 .090 126 048 16 3247 394fi •0� 2)SEE SHEET 20 2175 ,OB5-• ,g19 FORBOREEN PARTS. .070 .300 1.170 SO' CORNER 90•CORNER 3) ALL DIMENSIONS 135' CORNER 135' CORNER 136' CORNER 135' CORNER �BO• CORNER qp ®ASTRAGAL CAP. 1N INCHES. ```ttt l l I IIII�I� B ASTRAGAL ASTRAGAL CAP, ASTRAGAL ®PASSIVE MOUNT ®ASTRAOILL CAP, ASTRAGAL CAP, EXTERIOR INTERIOR ` �,�ONY EXTERIOR INTERIOR .g12 211 •252 173 7L VINYL SLIDING GLASS DOOR NOA (LM) 10105116 ` t' No. ce7os •' '� .065 1.281 .082 1.281 1.281 1261 7261 EXTRUSIONS 8 J ROSOWSKI u't: p • ,4 IVaJ� p Tns' Ins^ ®1-u1s• �1=v1a° ®tans ® �$ �,;°c F�omvn.••'c�`�: ®SQUARE BEAD DEVELEDBEAD BEVELED BEAD OGEEBEAD OGEE BEAD CERT, OF NJt}1. t79290 �SN^i'(���`�` 1070TECHNOLOGY DRIVE N. VENIOE, FL 34275 a A. LYNN MIUER. PR. (B41}4B0-1B00 SGD•6670� NTS 18 OF 21 g4 MO-5670.0 �4 PPJWm 1)INSTALL (4)ANCHOR CLIP INTO TYPEAS USED PANELN ININSTALLATION, STILE TABLE A; SHEET I f�(3)910X / SMS 2) INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME ATTACHMENT HI JAMB& INSTALL ONE BLOCK AT a SL SUBSTRATE, SEE EACH INTERLOCK. TABLE AT ASTRAGAL, INSTALL ONEBLOCKTHAT SPANS BOTH PANELB. I • I MIDSPAN OF EACH FIXED X 241 \ — � B3 .1/4'6M9 PANEL -TO -FRAME JAMB LOCATION. 98xv SM98Z 0 ATTACH WITH 98 X 1-114' 4-PANEL, 2-TRACK 34-1f2' MAX O.C. OXXX SHOWN INTERLOCK CLIP COVER e. INTERLOCK REINF. PLATE 910 x NI 21 31 BO SU MORT t1 w 2-11Y 3MS I (2) 0X1' THROUGHHSUPPORT,m INTO PANEL 910 X � PANEL ASSEMBLY INTERLOCK SILL RETAINER I-1wsMs CLIP ATTACHMENT WEELDEO No ASSEMBLY INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS 98 X RENEWED Ilh the Plmid. ��IIII INTERIOR EXTERIOR ' LT —ES DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. SEESHEETS 11-16 FOR ANCHOR LOCATION & SPACING. .� 11 LYNN SEE TABLES A& 2 FOR REINFORCEMENT REQUIREMENTS. CONTINUOUS ANCHOR PLATE, ITEM 08, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. ;�`1��•'�SC Se •'�Fi' OR NOA (LM) . 8 10105115 _ •!' . Nn.5e705 : TION �'S J ROSOWSKIgg Pp my •' CERT.OFAl1TH./18244,' NA%1070TECHNOLOGYDRIVEa$ •S,/�NALN. VENICE, FL 34276p F21 a$ MD-5570.0 x A.LYNN WL[FA.P.E(941}4B0-1800 rF�helos BOX SCREEN F El MI ® O, 3log d_ It. EXAMPLE i=Til .0 2 \ © - N117 104 I 1. 1.062 4 100OX TOP RAILEEN -.002. SCREEN f°1BOTTOMRAIL .002 1p2 SIB SRNL BCXCREEN 1.020 I-•- 1.0y 1.603 .Ofi6 ..- j 1.373 I+ 083 1.013 L 082 F+-.372 1—'11W� 102 SCREEN 1a SCREEN 10° OXOSCREEN INTERLOCK SNAP -ON BUG FLAP ASTRAGAL ADAPTER 06 13431+- F"G3 055 ---.-1 1,487 (+- 1.510�_,060 1�BOXSCREEN OASTRAGAL 10 SOX ©SILLAOD-0N IrI�'' SCREEN 10180'-XX SCREEN HEAD OANDJAMBAD— ADAPTER D SCREEN DETAILS. r11 1 � n ❑u f16 121 InIn In IN HORIZONTAL SECTIONEXAMPLE 12° VERTICAL SECTION EXAMPLE 1070 TECHNOLOGY I N. VENICE. FL 94275 32 111 121 1n HORIZONTAL SECRONEXAMPLE r+-1.081 1.202- -1 p 50 ---= 050 'D45 BEEN 1n SCREEN /. SCREEN OXO AWE SIDE RAIL. ASTRAGAL dL LATCH ADAPTER PRODUCT RENEWED IrigIIN IM Florida �1,436NDA-No. .7655 . 15.1210.01 mt.04N412D21 �.040 .082 by ev.m1-0.a. aua Wntrel u2SCREEN VINYL FRAME SILL ASTRAGAL 1z• SCREEN ADAPTER ADD -ON )A ALL IN INCHES. �' No. 50706 SLIDING GLASS DOOR NOA (LM) 1111010511 - iN DETAILS 11. J R030WSKI 20 OF 21 Jg41 MO-5570.0