LARGE AND SMALL MISSILE IMPACT RESISTANT 2/SHEET2. Exterior. Interior 4/SHEET2

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1 DESIGN PRESSURE RATING SEE DESIGN PRESSURE CHART LARGE AND SMALL MISSILE IMPACT RESISTANT WATER INFILTRATION RATING=.00 PSF GENERAL NOTES: /SHEET C PIVOT L ) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. ) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C0 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. ) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ) /" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. C PIVOT L /SHEET ) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E00. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E00. ) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE -/% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE. LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. /SHEET /SHEET RIGHT HAND SWING AND LEFT HAND SWING ARE APPROVED FOR USE ) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 0) PRODUCT TESTED TO TAS 0, TAS 0 AND TAS 0 AS REPORTED ON BLACKWATER TESTING REPORT NUMBER BT-EUW--00 Drawing Dt:..0 -FPA-HVHZ 0//0 CHATHAM PINE PLACE BRANDON, FL Sheet of Options (see page ) Scale: -

2 TABLE : PERIMETER ANCHOR SCHEDULE TABLE : DESIGN PRESURE TABLE Building Structure Fastener Type Embed. Edge Distance on Center Spacing Maximum on Center Spacing Notes: Min. 000 PSI Concrete Tapcon /" /" /" Min. 000 PSI Concrete Tapcon /" /" /" Southern Pine /" Lag /" /" G=0. Spruce Pine Fir /" Lag " /" G=0. Grout-Filled Tapcon /" Masonry /" /" 00 psi Light-Gage Framing /"-0" HWH /" " ga. min Metal Al. or Steel /"-0" HWH NOTE: ALL ANCHORS TO HAVE A MAX. /" SHIM SPACE /" " /" thick NOTE: DLO (HEIGHT)= PANEL SIZE - -/" NOTE: DLO (WIDTH)= PANEL SIZE - -/" 0 0 DETAIL BOTTOM PIVOT DETAIL HEAD PIVOT DETAIL HINGE JAMB DETAIL LOCK JAMB ALL UNITS MAY BE CLADDED WITH INTERIOR AND EXTERIOR CLADDING Drawing Dt:..0 -FPA-HVHZ 0//0 CHATHAM PINE PLACE BRANDON, FL Sheet of Options (see page )

3 GLASS MAKE-UP " BITE " BITE Option : " IG Impact Option : " Monolithic Impact Drawing Dt:..0 -FPA-HVHZ 0//0 CHATHAM PINE PLACE BRANDON, FL Sheet of Options (see page )

4 HEAD ANCHORAGE DETAIL SEE SHEET FOR ANCHOR TYPES AND SUBSTRATE REQUIREMENTS HEAD PIVOT CLUSTER JAMB ANCHORAGE DETAIL 0//0 CHATHAM PINE PLACE BRANDON, FL Drawing Dt:..0 -FPA-HVHZ Sheet of Options (see page )

5 PIVOT DOOR BILL OF MATERIALS ITEM # PART # DESCRIPTION MATERIAL 0 PV 0 PV 0 PV 0 PV 0 PV 0 PV 0 PV 0 PV 0 PV 0 PV 0 PV PV PV PV PV PV PV RECESSED STILE ACTIVE STILE RAIL GLAZING BEAD HINGE JAMB LOCK JAMB HEADER GLAZING GASKET () EPDM (Trellborg) SHOOTBOLT LOCK ASMB. GLAZING GASKET () EPDM (Trellborg) FRAME WEATHER STRIP PANEL WEATHER STRIP DOOR HANDLE PIVOT HINGE THUMB BOLT MULTIPOINT LOCK HYDRAULIC CLOSURE PV SWEEPS ( Options) RUBBER PV GLASS 0 Pro-lon Urethane Foam Pro-lon Urethane Foam ASSEMBLY ASSEMBLY Qty. PV 0 GLAZING BLOCK RUBBER PV POCKET REDUCER RECESSED STILE 0-T ACTIVE STILE 0-T RAIL GLAZING BEAD HINGE JAMB LOCK JAMB HEADER GLAZING GASKET EPDM (Trellborg) GLAZING GASKET EPDM (Trellborg) 0 FRAME WEATHER STRIP ---- PANEL WEATHER STRIP SHOOT BOLT LOCK Stainless Steel. DOOR HANDLE. Aluminum PIVOT HINGE Assemly THUMBBOLT MULTI POINT LOCK HYDRAULIC CLOSURE SWEEP Rubber 0 GLAZING BLOCK RUBBER POCKET REDUCER Drawing Dt:..0 EURO-LS00-PIVOT-HVHZ 0//0 CHATHAM PINE PLACE BRANDON, FL Sheet of Options (see page )