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2223 ALICIA LN RES24-0075 Fenetex-FL-8637-R12-Installation-InstructionsIMPACT RESISTANT ABATEMENT SYSTEMGENERAL NOTESRETRACTABLE SCREENREMARKS DRWN CHKD DATESCALE:COPYRIGHT ENGINEERING EXPRESSŠC:\Users\colby\Engineering Express\Production - Documents\Projects\21-36692 FL8637 - Fenetex Hurricane System\WP\21-36692d Fenetex FL8637.dwg02/16/2021 - 3:43pm colby ---- ---- ---- ---- 2-8-21RWNRWNINIT ISSUE FENETEX HURRICANE SCREENS1.THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGEMISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THEFLORIDA BUILDING/RESIDENTIAL CODE SEVENTH EDITION (2020)FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) PER ASTM STANDARDS E330, E1886, E1996 & PER TAS 201,202 & 203.2.NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEENUSED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATIONFACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN.3.POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATEDFOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON AJOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED INACCORDANCE WITH ASCE 7-16 SHALL BE LESS THAN OR EQUAL TOTHE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUESLISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.4.DESIGN PRESSURES NOTED HEREIN ARE BASED ON TESTEDDESIGN PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.5.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOTPROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONSDIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSEDENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THISDOCUMENT.6.ROLL-UP MECHANISM AND HOOD ASSEMBLY ARE NOT PART OFTHIS APPROVAL.7.THIS DOCUMENT CONTAINS INFORMATION RELEVANT TO THENECESSARY STRUCTURAL REQUIREMENTS OF THE SYSTEMINSTALLATION. COMPONENTS AND FASTENERS NOT REFERENCEDWHICH ARE PART OF THE INTERNAL FABRICATION OF THE SPECIFIEDSYSTEMS OR ASSEMBLIES SHALL BE PER MANUFACTURER PUBLISHEDSPECIFICATIONS.8.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THEEXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TOTRANSFER LOADS TO THE EXISTING STRUCTURE.9.ALL EXTRUSIONS SHALL BE MINIMUM 6063-T5 ALUMINUMALLOY, UNLESS NOTED OTHERWISE.10.SCREENS SHALL HAVE ONE PERMANENT LABEL PER SCREENWITH THE FOLLOWING MINIMUM INFORMATION:FENETEXJACKSONVILLE, FLFLORIDA PRODUCT APPROVAL NUMBER11.ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILEYIELD STRENGTH OF 60 KSI.12.ALL DISSIMILAR MATERIALS SHALL BE INSULATED FROMELECTROLYSIS AS PRESCRIBED IN THE ABOVE-NOTED BUILDINGCODE.13.NON-SPAN EDGES DO NOT REQUIRE SEWN HEMS ORADDITIONAL REINFORCEMENT.14.WITHIN THE HVHZ, PERMANENT SCREENS SHALL BE INSIDETHE OPENING AND REMOVABLE SCREENS SHALL BE DEPLOYED ONLYDURING HIGH WIND EVENTS. REMOVABLE SCREENS SHALL BESTORED AWAY WHEN NOT IN USE.15.SCREENS SHALL COVER ENTIRE OPENING ON ALL SIDES. THEMAXIMUM GAP BETWEEN HOST STRUCTURE AND FABRIC SHALL NOTEXCEED 14" OR ADDITIONAL CLOSURE ANGLES SHALL BE INSTALLED.AUTOMATICALLY DEPLOYED HURRICANEPROTECTIVE SCREENSREMOVABLE SCREENMANUALLY DEPLOYED HURRICANEPROTECTIVE SCREENSRETRACTABLE SCREEN DETAILS (N.T.S.):6,1*/()2/'('*(´+(0:,7+)$%5,&:,7+´'28%/()/$3.('(5:(/'('TO TWO ROWS OF STITCHING AT 5STITCHES PER INCH AS INDICATED. KEDERCORE IS PVC BEAD DIAMETER IS 6MMSHORE A 76- 80 DURAMETER, KEDERFABRIC IS 1000D POLYESTER0.236"1.625"N.T.S. = NOT TO SCALEREMOVABLE SCREEN DETAILS (N.T.S.):'28%/()2/'('*(´+(0:,7+)$%5,&:,7+67,7&+,1*$767,7&+(63(5INCH AS INDICATED. NO REQUIRED HEM WITH FABRICS #2 OR #3. SCREW CLIP IS6(&85('726&5((1:,7+  ;´6&5(:6),567&/,3127025(7+$1´)5203$1(/('*(OUTSIDE MOUNTINSIDE MOUNTINSIDE MOUNT SHALLUSE SW-2015 ALUM6063-T6 MIN ANGBRACKET (ASSHOWN) ORCONTINUOUS ANGLE0.55"1.0"1.25 " 1.25"‘FABRIC TYPES:1. POLYMESH2. PVC LAMINATE3. PVC MESH** SEE EVALUATION REPORTFOR SCREEN SPECIFICATIONSHOST STRUCTURE, BY OTHERS (SEE ANCHORSCHEDULES FOR OPTIONS0.125"2.6"3.0" 3.0"0.25"0.25"0.38"SW-2014GLASS SEPARATION NOTE:GLASS SEPARATION NOT REQUIRED OUTSIDE OF WIND ZONE 4 AND THE HVHZ UNLESS REQUIREDBY LOCAL JURISDICTION. 32" MINIMUM GLASS SEPARATION SHALL BE USED WITHIN THE HVHZ ANDWIND ZONE 4. GLASS SEPARATION IS DEFINED AS THE DISTANCE FROM THE INSIDE FACE OF THEFABRIC TO THE OUTSIDE SURFACE OF EXISTING GLAZING WHILE SCREEN IS DEPLOYED.MAXIMUMALLOWABLEDESIGNPRESSURE =+/- 76.0 PSFMAX SPAN = 192.0"MAX SPAN = 120.0"MAXIMUMALLOWABLEDESIGNPRESSURE =+/- 76.0 PSFSEE ANCHOR SCHEDULEVISIT ECALC.IO/36692FOR SITE SPECIFIC DEVIATIONS& MORE INFORMATION ABOUT THIS DOCUMENTOR SCAN THIS QR CODEVISIT ENGINEERINGEXPRESS.COM/STOREFOR ADDITIONAL PLANS, REPORTS & RESOURCES02/16/2021 REMARKS DRWN CHKD DATESCALE:COPYRIGHT ENGINEERING EXPRESSŠC:\Users\colby\Engineering Express\Production - Documents\Projects\21-36692 FL8637 - Fenetex Hurricane System\WP\21-36692d Fenetex FL8637.dwg02/16/2021 - 3:43pm colby ---- ---- ---- ---- 2-8-21RWNRWNINIT ISSUE FIRST SCREENEDGEFLAPFASTENERSECOND SCREENEDGEHINGE STRIPFABRIC #2CUT AWAYHINGE CONNECTION:PANELS ATTACHED TO FIRST AND SECOND SCREEN EDGES:,7+´,17(50(',$5<)$%5,&675,3:,7+7:252:6INTER-CONNECT FLAP:FLAP ATTACHED TO FIRST SCREEN EDGE WITH ONE ROW OFSTITCHING AT 5 STITCHES PER INCH. FLAP CONNECTS TOCOMPLIMENTARY #2 GROMMET ON SECOND SCREENEDGE.FABRIC #2SECOND SCREENEDGEFIRST SCREENEDGE2.0"1.0"SCREEN-TO-SCREEN CONNECTIONS (N.T.S.)WELDED SEAM:´7+(50$/25&+(0,&$/:(/':+(1JOINING TWO SECTIONS OF FABRICS #2 OR #3.SEWN SEAM:´6($0:,7+7:252:62)67,7&+,1*$7STITCHES PER INCH. USED WHEN SEWING TWOPANEL SECTIONS TOGETHER, ANY FABRIC.RETRACTABLE SCREEN (N.T.S.)ISOMETRICN.T.S. = NOT TO SCALESYSTEM COMPONENTS:A. STORAGE HOOD (NON-LOAD BEARING)B. ROLL-UP ASSEMBLY (NON-LOAD BEARING)C. EDGE RETENTION TRACKD. SCREENE. BOTTOM TRACK (NON-LOAD BEARING)F. 1/4-14X1" ITW/BUILDEX HWH TEK SELECTACDEBSEE SECTION DETAILSON THIS SHEET FORTRACK ATTACHMENTSMULLION TUBE(PER SEPARATEENGINEERING)CCCCCCCC2"X3" OR 3"X3" CONTINUOUS6063-T6 MIN ALUM ANGLE2"X3" OR 3"X3"CONTINUOUS 6063-T6MIN ALUM ANGLEANGLE/TUBEATTACHMENTS TOHOST STRUCTUREBY OTHERSSPAN (ANCHOR TO ANCHOR)HOST STRUCTURE, BYOTHERS (SEE ANCHORSCHEDULES FOROPTIONS)DDDDCDSECONDARY NON-HURRICANESCREEN TRACK MAY BE ATTACHEDTO PRIMARY HURRICANE SCREENTRACK. SECONDARY SCREEN TRACKANCHORS ARE NOT INCLUDED INANCHOR CALCULATIONSWALL MOUNTINSIDE MOUNTBUILD-OUT MOUNTFFFTRACK-TO-HOST CONNECTIONS (N.T.S.)MAX SPAN = 192 .0 "FASTENER SPACING FOR TRACK TOANGLE AND TUBE CONNECTIONSWALLTHICKNESSWALLTHICKNESSEDGE RETENTION TRACK 1EDGE RETENTION TRACK 2EDGE RETENTION TRACK 3CEDGE RETENTIONTRACK 1 SHOWN,TRACKS 2 OR 3 MAYALSO BE USED6005A-T6 ALUM6005A-T6 ALUM6005A-T6 ALUM0.150"0.150"0.150"SEE ANCHORSCHEDULESEE ANCHORSCHEDULE2.50"3.29"3.25"1.25" 1.625" 1.625"02/16/2021 REMARKS DRWN CHKD DATESCALE:COPYRIGHT ENGINEERING EXPRESSŠC:\Users\colby\Engineering Express\Production - Documents\Projects\21-36692 FL8637 - Fenetex Hurricane System\WP\21-36692d Fenetex FL8637.dwg02/16/2021 - 3:43pm colby ---- ---- ---- ---- 2-8-21RWNRWNINIT ISSUEANCHOR NOTES:1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.2. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES.3. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULESHALL APPLY.4. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD.5. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE.6. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDEWALK BOLT") U.N.O.7. SHEET METAL SCREWS SHALL BE INSTALLED WITH FULL ENGAGEMENT OF THREADS INTO METAL HOST STRUCTURE.8. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE.9. N/A DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ALLOWED.10. ANCHORS TO GROUT-FILLED BLOCK SHALL PENETRATE THROUGH FACE SHELL INTO GROUTED CELL.RETRACTABLE SCREEN ANCHOR SCHEDULEREMOVABLE SCREEN ANCHOR SCHEDULE (INSIDE & OUTSIDE MOUNT) UP TO +/- 76 PSFRxRyRxRyRxRyRETRACTABLEREMOVABLE(OUTSIDE MOUNT)REMOVABLE(INSIDE MOUNT)REMOVABLE SCREEN ANCHOR SCHEDULE (INSIDE & OUTSIDE MOUNT) UP TO +/- 45 PSF02/16/2021