Euro-Wall - Florida Building

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LARGE AND SMALLMISSILE IMPACT RESISTANTDESIGN PRESSURE RATINGSEE DESIGN PRESSURE CHARTWATER INFILTRATION RATING 9.00 PSFGENERAL NOTES:2/SHEET2122) SHUTTERS ARE NOT REQUIRED WHEN USED INWIND-BORNE DEBRIS REGIONS.Exterior14 CL PIVOTInterior121) THIS PRODUCT HAS BEEN DESIGNED & TESTEDTO COMPLY WITH THE REQUIREMENTS OF THEFLORIDA BUILDING CODE, INCLUDING THE HIGHVELOCITY HURRICANE ZONE (HVHZ).3) FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY, USE ONLY MIAMI-DADE COUNTYAPPROVED MASONRY ANCHORS. MATERIALS USEDFOR ANCHOR EVALUATIONS WERE SOUTHERNPINE, ASTM C90 CONCRETE MASONRY UNITS ANDCONCRETE WITH MIN. KSI PER ANCHOR TYPE.4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALLBE BEYOND WALL DRESSING OR STUCCO. USEANCHORS OF SUFFICIENT LENGTH TO ACHIEVEREQUIRED MIN. EMBEDMENT. INSTALLATIONANCHORS SHOULD BE SEALED. OVERALLSEALING/FLASHING STRATEGY FOR WATERRESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS AND IS BEYOND THE SCOPE OF THESEINSTRUCTIONS.13155) 1/4" MAX. SHIMS ARE REQUIRED AT EACHANCHOR LOCATION WHERE THE PRODUCT IS NOTFLUSH TO THE SUBSTRATE. USE SHIMS CAPABLEOF TRANSFERRING APPLIED LOADS.6) DESIGN PRESSURES:A. NEGATIVE DESIGN LOADS BASED ONSTRUCTURAL TESTING AND GLASS PER ASTME1300.B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE, STRUCTURAL TESTING ANDGLASS PER ASTM E1300.14 CL PIVOT7) THE ANCHORAGE METHODS SHOWN HAVE BEENDESIGNED TO RESIST THE WINDLOADSCORRESPONDING TO THE REQUIRED DESIGNPRESSURE. THE 33-1/3% STRESS INCREASE HASNOT BEEN USED IN THE DESIGN OF THISPRODUCT. THE 1.6 LOAD DURATION FACTOR WASUSED FOR THE EVALUATION OF ANCHORS INTOWOOD. ANCHORS THAT COME INTO CONTACT WITHOTHER DISSIMILAR MATERIALS SHALL MEET THEREQUIREMENTS OF THE FLORIDA BUILDING CODEFOR CORROSION RESISTANCE.1/SHEET23/SHEET2Interior4/SHEET29) METAL SUBSTRATE TO MEET MIN. STRENGTHAND THICKNESS REQUIREMENTS PER CURRENTFLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION.RIGHT HAND SWING ANDLEFT HAND SWINGARE APPROVED FOR USEExteriorShawn G. Collins, P.E.InteriorDigitally signed by Shawn G. Collins, P.E.Date: 2017.06.22 07:42:18 -04'00'Euro-WallProduct LineExteriorDrawing06/22/201710) PRODUCT TESTED TO TAS 201, TAS 202 AND TAS203 AS REPORTED ON BLACKWATER TESTINGREPORT NUMBER BT-EUW-17-002FL PE # 70655SHAWN G. COLLINS, P.E.1212 CHATHAM PINE PLACEBRANDON, FL 33511EURO-PIVOTEURO-PIVOT-FPA-HVHZSheet1 of 5Glazing2 Options (see page 3)Drawn by: RFDt: 6.1.2017Rev:Scale: 1-35

TABLE 1: PERIMETER ANCHOR SCHEDULEBuildingStructureFastener TypeMin. 2000 PSIConcreteTapcon 1/4"Min. 4000 PSIConcreteTapcon 1/4"Southern Pine5/16" LagSpruce Pine Fir5/16" LagGrout-FilledMasonryTapcon 1/4"Light-GageFramingMetalAl. or SteelTABLE 2: DESIGN PRESURE TABLEMinimum MaximumMinimum MinimumEdge on Center on CenterEmbed. DistanceSpacingSpacingNotes:1 3/4"2 1/2"SEE SHT. 4SEE SHT. 41 3/4"2 1/2"SEE SHT. 4SEE SHT. 41 1/2"1 1/2"SEE SHT. 4SEE SHT. 4G 0.552"1 1/2"SEE SHT. 4SEE SHT. 4G 0.461 3/4"2 1/2"SEE SHT. 4SEE SHT. 41800 psi1/4"-20" HWH1 3/4"1"SEE SHT. 4SEE SHT. 418 ga. min1/4"-20" HWH1 3/4"1"SEE SHT. 4SEE SHT. 41/8" thickNOTE: ALL ANCHORS TO HAVE A MAX. 1/4" SHIM SPACE19NOTE: DLO (HEIGHT) PANEL SIZE - 5-1/8"NOTE: DLO (WIDTH) PANEL SIZE - 5-3/8"714511068920399421919318149811881319DETAIL 1 BOTTOM PIVOTDETAIL 2 HEAD PIVOTDETAIL 3 HINGE JAMB11DETAIL 4 LOCK JAMBEuro-WallALL UNITS MAY BE CLADDEDWITH INTERIOR AND EXTERIORCLADDINGProduct LineDrawing06/22/2017FL PE # 70655SHAWN G. COLLINS, P.E.1212 CHATHAM PINE PLACEBRANDON, FL 33511EURO-PIVOTEURO-PIVOT-FPA-HVHZSheet2 of 5Glazing2 Options (see page 3)Drawn by: RFDt: 6.1.2017Rev:Scale:NTS

GLASS r14BITEOption 2: 9 16" Monolithic ImpactOption 1: 1 3 8" IG ImpactEuro-WallProduct LineDrawing06/22/2017FL PE # 70655SHAWN G. COLLINS, P.E.1212 CHATHAM PINE PLACEBRANDON, FL 33511EURO-PIVOTEURO-PIVOT-FPA-HVHZSheet3 of 5Glazing2 Options (see page 3)Drawn by: RFDt: 6.1.2017Rev:Scale:NTS

HEAD ANCHORAGE DETAILSEE SHEET 2 FOR ANCHORTYPES AND SUBSTRATEREQUIREMENTSHEAD PIVOT CLUSTEREuro-WallProduct LineDrawing06/22/2017JAMB ANCHORAGE DETAILFL PE # 70655SHAWN G. COLLINS, P.E.1212 CHATHAM PINE PLACEBRANDON, FL 33511EURO-PIVOTEURO-PIVOT-FPA-HVHZSheet4 of 5Glazing2 Options (see page 3)Drawn by: RFDt: 6.1.2017Rev:Scale:NTS

PIVOT DOOR BILL OF MATERIALSPART #DESCRIPTIONMATERIAL1PV 01RECESSED STILEAL. (6063-T5)12PV 02ACTIVE STILEAL. (6063-T5)13PV 03RAILAL. (6063-T5)24PV 04GLAZING BEADAL. (6063-T5)25PV 05HINGE JAMBAL. (6063-T5)16PV 06LOCK JAMBAL. (6063-T5)7PV 078PV 08HEADERAL. (6063-T5)GLAZING GASKET (Interior) EPDM (Trellborg)ft9PV 09GLAZING GASKET (Exterior) EPDM (Trellborg)ft10PV 10FRAME WEATHER STRIP11PV 11PANEL WEATHER STRIPftft12PV 12PV 13SHOOTBOLT LOCK ASMB. CRM-SS-SteelDOOR HANDLECRM-SS-Steel21314PV 14PIVOT HINGECRM-SS-Steel215PV 15THUMB BOLTCRM-SS-Steel116PV 16MULTIPOINT LOCKASSEMBLY117PV 17HYDRAULIC CLOSUREASSEMBLY118PV 18SWEEPS (2 Options)RUBBER119PV 19GLASS20PV 20GLAZING BLOCKRUBBER421PV 21POCKET REDUCERAL. (6063-T5)2ITEM #1RECESSED STILE6061-T57HEADER6063-T513DOOR HANDLE.Aluminum2ACTIVE STILE6061-T53GLAZING GASKET8 EPDM (Trellborg)14PIVOT n Urethane FoamPro-lon Urethane Foam4GLAZING GASKET9 EPDM (Trellborg)15Qty.1016GLAZING BEAD6063-T5FRAME WEATHER STRIP----MULTI POINT LOCKAssembly5HINGE JAMB6063-T5611PANEL WEATHER STRIP----1217HYDRAULIC CLOSUREAssembly18LOCK JAMB6063-T5SHOOT BOLT LOCK304 Stainless Steel.SWEEPRubberEuro-Wall20GLAZING BLOCKRUBBER21Product LinePOCKET REDUCER6063-T506/22/2017DrawingFL PE # 70655SHAWN G. COLLINS, P.E.1212 CHATHAM PINE PLACEBRANDON, FL 33511EURO-PIVOTEURO-LS100-PIVOT-HVHZSheet5 of 5Glazing2 Options (see page 3)Drawn by: RFDt: 6.1.2017Rev:Scale:NTS

Euro-Wall Product Line EURO-PIVOT Sheet 1 of 5 Drawing EURO-PIVOT-FPA-HVHZ Dt: 6.1.2017 2 Options (see page 3) FL PE # 70655 SHAWN G. COLLINS, P.E. 1212 CHATHAM PINE PLACE BRANDON, FL 33511 3/SHEET2 4/SHEET2 1/SHEET2 2/SHEET2 RIGHT HAND SWING AND LEFT HAND SWING ARE APPROVED FOR USE 06/22/2017. Z. Z

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