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FACSIMILEFIRE ALARMFLOOR DRAINFOUNDATIONFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISH FLOOR ELEVATIONFINISH GRADEFLOORFIREPROOFFEET, FOOTFOOTINGFREEZERGAGEGALVANIZED IRON GRAB BARGENERAL CONTRACTOR GOVERNMENT FURNISHED/ GOVERNMENT INSTALLED GOVERNMENT FURNISHED/ CONTRACTOR INSTALLED GLASS GLAZINGGALVANIZED METAL STUD GUARDRAIL GRADE LINE GYPSUM BOARD HOSE BIBBHANDICAP, HOLLOW COREHARDBOARDHARDWAREHOLLOW METALHORIZONTALHANDRAILHEIGHTHEATING/VENTILATING/AIR CONDINTERNATIONAL BUILDING CODEINSIDE DIAMETERINCLUDEDINSULATIONINTERIORINVERTINVERT ELEVATIONJANITOR SINKKITCHENLAMINATELAVATORYLEFT HANDMETERMAXIMUMMECHANICALMANUFACTURERMANHOLEMINIMUMMISCELLANEOUSMILLIMETERMOP SINKMOUNTMOUNTEDMOUNTINGMETALMICROWAVEMULLIONNORTHNATURALNOT IN CONTRACTNOMINALNOT TO SCALEON CENTEROUTSIDE DIAMETEROWNER FURNISH/OWNER INSTALLED OWNER FURNISH/CONTRACTOR INSTALLED
OVERHANG, OVERHEAD OVERHEAD (COILING) DOOR OPENING OPPOSITEPOUNDS PER CUBIC FOOT PRECAST CONCRETE PROPERTY LINE PLASTIC LAMINATE PLYWOOD PARKINGPOUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POLYVINYL CHLORIDE QUARRY TILE RADIUS, RANGE, RISER RETURN AIRREFLECTED CEILING PLAN ROOF DRAINREINFORCING STEEL BARSREFERENCE, REFRIGERATORREGISTERREINFORCERETURNREVISIONREINFORCED CONCRETE PIPEROOFINGRIGHT HANDROOMRIGHT OF WAY SOUTH SOLID CORE SCHEDULE STORM DRAIN SECTIONSQUARE FOOT(FEET)SHEET SIMILAR SPECIFICATION SPEAKER SQUARE SERVICE SINK STAINLESS STEEL STATIONSOUND TRANSMISSION CLASSSTANDARDSTORAGESTRUCTURALSUSPENDSYMMETRICALSYSTEMTOP AND BOTTOMTONGUE AND GROOVETOP ELEVATIONTELEPHONETHICKNESSTOP OF CONCRETETOP OF PAVEMENTTOP OF SLAB, TOP OF STEELTELEVISIONTYPICALUNLESS NOTED OTHERWISE VERTICALVINYL COMPOSITION TILE VENT THROUGH ROOF WASHER, WEST, WIDE
WORK OF THIS CONTRACT INCLUDES THE CONSTRUCTION OF SEVERAL SEPARATE SECURE AREAS IN ACCORDANCE WITH UFC 4-010-05 SENSITIVE COMPARTMENT INFORMATION FACILITIES PLANNING, DESIGN, CONSTRUCTION(1 FEB 2013, CHANGE 1 OCT 2013); AND TECHNICAL SPECIFICATIONS FOR THE CONSTRUCTION AND MANAGEMENT OF SENSITIVE COMPARTMENTED INFORMATION FACILITIES, VERSION 1.3 IC TECH SPEC-FOR ICD/ICS 705 (SEPT10, 2015). THE RELATED BUILDING SYSTEMS AND ASSEMBLIES HAVE BEEN DESIGNED TO MEET THIS CRITERIA AND SHALL BE CONSTRUCTED AND INSTALLED BY THIS CONTRACT IN ACCORDANCE WITH THIS SAME CRITERIA.REFER TO SPECIFICATION SECTION 01 00 00 AND 01 11 00 FOR ADDITIONAL REQUIREMENTS. THE FOLLOWING PROVIDES ADDITIONAL GENERAL REQUIREMENTS AND DETAILED INFORMATION TO SUPPLEMENT THE DRAWINGAND TECHNICAL SPECIFICATION REQUIREMENTS RELATED TO THE CONSTRUCTION OF THE SECURE AREAS OF THIS CONTRACT.1. CONTRACTOR SHALL SCHEDULE AND COORDINATE THE SEQUENCE OF INSTALLATION OF ALL SECURE AREA PERIMETER WITH THE CONTRACTING OFFICER TECHNICAL REPRESENTATIVE (COTR) TO PROVIDE ADVANCE
NOTIFICATION AND ACCESS TO BUILDING ASSEMBLIES AND SYSTEMS THAT ARE PART OF THE DESIGNATED SECURE AREA(S) FOR GOVERNMENT SECURITY INSPECTORS TO PERFORM REQUIRED INSPECTIONS, DOCUMENTATION AND TESTING DURING VARIOUS STAGES OF CONSTRUCTION OF SECURE AREA CONSTRUCTION BEFORE BEING CONCEALED BY OTHER WORK OF THIS CONTRACT. THESE ASSEMBLIES INCLUDE, BUT NOT LIMITED TO; SECURITY PERIMETER WALLS, AND ALL PENETRATIONS THROUGH THE SECURE PERIMETER.
2. SECURITY STC RATED WALL ASSEMBLIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TESTED ASSEMBLY IDENTIFIED ON THE DRAWINGS AS THE "BASIS OF DESIGN" (OR APPROVED EQUAL) AND OTHER ADDITIONAL REQUIREMENTS IDENTIFIED ON THE DRAWINGS AND SPECIFICATIONS THAT MAY NOT BE SPECIFICALLY ADDRESSED IN THE TEST DATA SUCH AS; SEALING OF THE ASSEMBLY PERIMETER AT JUNCTION WITH OTHER SOUND RATED AND NON-SOUND RATED ASSEMBLIES, SEALING ALL PENETRATIONS, AND MODIFICATIONS TO ENHANCE PHYSICAL SECURITY PERFORMANCE (IE: STUD GAGE AND SPACING, ETC.).
3. WHERE INDICATED FOR CONSTRUCTION TO BE SEALED, SEALING SHALL BE ACCOMPLISHED USING ACOUSTICAL SEALANT TO FILL ALL GAPS, HOLES AND SPACES AT ALL JUNCTIONS, PERIMETER AND PENETRATIONS THROUGH THE SECURITY ASSEMBLIES (WALL, FLOOR, AND CEILING - 6 SIDED BOX). FIRE SEALANT AT FIRE RATED CONSTRUCTION CONDITIONS WHEN REQUIRED, OTHERWISE SHALL BE ACOUSTICAL SEALANT. ALL OTHER MATERIALS ARE UNACCEPTABLE.
4. STC RATED ASSEMBLIES SHALL BE INSTALLED FOLLOWING MANUFACTURER'S OR TESTED INSTALLATION INSTRUCTIONS, REQUIREMENTS AND DETAILS FOR SOUND RATED AND FIRE RATED ASSEMBLIES.5. MASONRY WALL STC ASSEMBLIES THAT DO NOT HAVE DESIGNATED STC TEST NUMBERS HAVE BEEN DESIGNED TO MEET AND EXCEED THE REQUIRED MINIMUM TO MEET PHYSICAL SECURITY STANDARDS AND SHALL BE
CONSTRUCTED AS INDICATED AND SPECIFIED.6. STC RATED ASSEMBLIES IDENTIFIED ON THE DRAWINGS INDICATE "MINIMUM" STC RATINGS WHICH ARE THE REQUIRED MINIMUMS TO MEET PHYSICAL SECURITY STANDARDS, BUT HAVE BEEN DESIGNED USING HIGHER STC RATED
ASSEMBLIES AS INDICATED ON THE DRAWINGS WITH TEST NUMBERS. THE CONTRACTOR SHALL CONSTRUCT THE STC RATED ASSEMBLIES TO MEET THE STATED "MINIMUM" STC RATING THAT WILL BE FIELD TESTED BY THE GOVERNMENT TO VERIFY THE MINIMUM STC RATING IS ACHIEVED.
7. EVALUATION OF STC RATED ASSEMBLIES THAT ARE DIFFERENT FROM THE "BASIS OF DESIGN" STC ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH ASTM E90 AND ASTM E413 TO ESTABLISH THE STC RATING OF THE ASSEMBLY.
8. PROJECT INCLUDES WALLS THAT ARE COMPOSED OF SEVERAL WALL ASSEMBLY TYPES THAT REQUIRE THE CONTRACTOR TO SEQUENCE THE INSTALLATION WITH THE FOLLOWING ORDER OF PRECEDENCE FOR TERMINATIONS AT INTERSECTIONS AND PERIMETERS AND SEALING OF PENETRATIONS; FIRE, SOUND, AND NON-FIRE OR SOUND RATED ASSEMBLIES.
9. STC RATED DOOR ASSEMBLIES SHALL MEET SPECIFIED TESTING CRITERIA AND INSTALLED IN ACCORDANCE WITH THE TEST DATA AND MANUFACTURER'S INSTRUCTION AND CRITERIA.10. ALL PENETRATIONS THROUGH SECURE AREA SECURITY WALLS AND STC RATED WALLS SHALL BE COMPLETELY SEALED ON BOTH SIDES OF THE PENETRATION WITH ACOUSTICAL SEALANT AT NON-FIRE RATED CONDITIONS AND
FIRE CAULK AT FIRE RATED ASSEMBLIES. PENETRATIONS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: CONDUITS, PIPING, DUCTWORK, RACEWAYS, STRUCTURAL COMPONENTS, ETC. IF SEALING OF PENETRATIONS THROUGH FIRE RATED ASSEMBLIES ONLY REQUIRES FIRE CAULKING ON ONE SIDE OF THE PENETRATION THE OTHER SIDE SHALL BE SEALED WITH ACOUSTICAL SEALANT.
11. SEAL BOTH SIDES OF THE STC RATED GYPSUM WALL BOARD AND METAL STUD PERIMETER WALLS WITH ACOUSTICAL SEALANT AT JUNCTURE WITH FLOOR SLAB AND ADJACENT WALLS. FIRE RATED WALL ASSEMBLIES SHALL EXTEND TO THE METAL FLOOR DECK OR ROOF DECK AND SEALED WITH FIRE SEALANT.
12. GYPSUM WALL BOARD / METAL STUD SECURITY WALL ASSEMBLY ADDITIONAL REQUIREMENTS:A. METAL WALL STUDS, BOTTOM TRACK AND TOP TRACK SHALL BE MINIMUM 16 GAUGE STEEL (0.0538 INCH THICK BARE METAL). SHAFTWALL FRAMING SHALL BE 16 GAUGE STEEL (0.0538 INCH THICK BARE METAL).B. METAL WALL STUD FRAMING BOTTOM TRACK AND TOP TRACKS SHALL BE ATTACHED WITH ANCHORS AT 32" O.C. MAXIMUM (CLOSER IF REQUIRED BY TESTING) AND SET IN TWO ROWS OF CONTINUOUS
ACOUSTICAL SEALANT. COMPLETELY FILL VOIDS BETWEEN TOP TRACK AND DECK WITH FIRE SAFING MATERIAL OR NON-SHRINK GROUT.C. ACOUSTIC INSULATION SHALL BE INSTALLED TIGHT BETWEEN METAL STUDS AND FASTENED IN A MANNER TO KEEP THE INSULATION FROM SLIDING DOWN LEAVING A VOID AT THE TOP OF THE WALL ASSEMBLY.
13. MASONRY AND GYPSUM WALL BOARD/METAL STUDS SECURITY WALL ASSEMBLY ADDITIONAL REQUIREMENTS:A. ALL MASONRY CELLS FILLED SOLID WITH GROUT.B. GROUT PACK VOIDS SOLID WITH NON-SHRINK GROUT TO FILL VOIDS BETWEEN MASONRY AND CORRUGATED DECK. PROVIDE FIRE SAFING MATERIAL TO FILL VOIDS BETWEEN METAL FRAMING TRACK AND
CORRUGATION OF DECK.C. MASONRY JOINTS SHALL BE TOOLED CONCAVE TO COMPRESS MORTAR.D. MASONRY WALL ON SECURE SIDE SHALL BE PAINTED TO IMPROVE ACOUSTICAL PERFORMANCE.
14. ALL WALL AND CEILING SURFACES THAT FORM THE SECURE AREA PERIMETER SHALL BE PAINTED, INCLUDING AT LOCATIONS BELOW ACCESS FLOORS AND ABOVE LAY-IN ACOUSTICAL CEILINGS. GYPSUM WALL BOARD SURFACES SHALL HAVE JOINTS TAPED, FINISHED AND PAINTED.
15. ALL WALLS AND CEILING SURFACES WITHIN THE SECURE AREA PERIMETER SHALL BE PAINTED, INCLUDING AT LOCATIONS BELOW ACCESS FLOORS AND ABOVE LAY-IN ACOUSTICAL CEILINGS. GYPSUM WALL BOARD SURFACES SHALL HAVE JOINTS TAPED, FINISHED AND PAINTED.
16. UTILITIES AT SECURITY WALLS - ALL ELECTRICAL SYSTEM PATHWAYS (CONDUITS AND BOXES), PIPING, AND OTHER BUILDING SYSTEMS SHALL BE SURFACE MOUNTED TO THE SECURITY WALL ASSEMBLY (DO NOT INSTALL WITHIN THE SECURITY WALL ASSEMBLY, PAINT ALL SURFACE MOUNTED ITEMS). WHERE ADDITIONAL GYPSUM BOARD / METAL STUD WALLS (FRANGIBLE) ARE TO BE INSTALLED DIRECTLY OUT-BOARD OF THE SECURITY WALL ASSEMBLY, INSTALL CONDUITS, BOXES, AND OTHER BUILDING SYSTEMS CONCEALED WITHIN THE OUTER FRANGIBLE PORTION OF WALL (LOCATIONS AS SHOWN ON DRAWINGS, UNLESS NOTED OTHERWISE).
ANGLEAIR CONDITIONACOUSTICAL CEILING TILEADJACENT, ADJOINING,ADJUSTABLEABOVE FINISHED FLOORALTERNATEALUMINUMARCHITECT(URAL)AUTOMATICBOARDBUILDINGBEAM, BENCH MARK BOTTOM BEARING BEARING PLATE BUILT-UP ROOFING CHANNEL CABINET CATCH BASIN CEMENTCONTRACTOR FURNISHED CONTRACTOR INSTALLED CONTRACTOR FURNISHED/ GOVERNMENT INSTALLED CAST IRONCOMPREHENSIVE INTERIOR DESIGN PACKAGE CAST-IN-PLACE, CAST IRON PIPE CONSTRUCTION JOINT/CONTROL JOINTCENTER LINE, CLASS, CLOSE CEILINGCLEAR, COLOR, COOLER CENTIMETER(S)CONCRETE MASONRY UNITCARPETCOLUMNCONCRETECONDITIONCONSTRUCTIONCONTINUE, CONTINUOUSCONTRACT, CONTRACTORCONTRACTING OFFICER'SREPRESENTATIVECORRIDORCONTRACTING OFFICERTECHNICAL REPRESENTATIVECUBIC FEETCUBIC YARDDRYERDETAILDRINKING FOUNTAINDIAMETERDIMENSIONDIVISION, DIVIDEDOWNSPOUTDISHWASHERDRAWING
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SYMBOLS LEGEND
ROOM NAME / NUMBERDESIGNATION
DOOR NUMBER
WINDOW / LOUVERTYPE
WALL TYPE
ELEVATIONTARGET
ELEVATION NUMBER
INTERIOR ELEVATION SYMBOL
SHEET ON WHICHELEVATION IS DRAWN
ELEVATION NUMBER
EXTERIOR ELEVATION SYMBOL
SHEET ON WHICHELEVATION IS DRAWN
NORTH ARROWSECTION NUMBER
SECTION SYMBOL
SHEET ON WHICHSECTION IS DRAWN
DETAIL NUMBER
DETAIL SYMBOL
SHEET ON WHICHDETAIL IS DRAWN
PLANNORTH
A1011
SIM
101
A
A
1
2
3
4 A-200
101ROOM NAME
A-201
1
NOTE: PLAN DRAWINGS ARE GENERATED BY A CUT THROUGHTHE WALL AT A HEIGHT OF APPROXIMATELY 48”. COMPONENTSIN OR ON THE WALL ABOVE OR BELOW THIS PLANE MAY NOT BEIDENTIFIED IN THIS PLAN VIEW. SEE ELEVATION VIEWS FORIDENTIFICATION OF ALL WALL COMPONENTS AND OPENINGS.
PLAN NORTH
TRUE NORTH
&@LA/CACTADJAFFALTALUMARCHAUTOBDBLDGBMBOTBRGBRG PLBURCCABCBCEMCF/CI
CF/GI
CICID
CIPCJ
CLCLGCLRCMCMUCPTCOLCONCCONDCONSTRCONTCONTRCOR
CORRCOTR
CU FTCU YDDDETDFDIADIMDIVDSDWDWGEEFELELECELEVEQEQUIPEMERSHREWSEWCEXHEXISTEXT
ANDATANGLEAIR CONDITIONACOUSTICAL CEILING TILEADJACENT, ADJOINING,ADJUSTABLEABOVE FINISHED FLOORALTERNATEALUMINUMARCHITECT(URAL)AUTOMATICBOARDBUILDINGBEAM, BENCH MARKBOTTOMBEARINGBEARING PLATEBUILT-UP ROOFINGCHANNELCABINETCATCH BASINCEMENTCONTRACTOR FURNISHEDCONTRACTOR INSTALLEDCONTRACTOR FURNISHED/GOVERNMENT INSTALLEDCAST IRONCOMPREHENSIVE INTERIORDESIGN PACKAGECAST-IN-PLACE, CAST IRON PIPECONSTRUCTION JOINT/CONTROLJOINTCENTER LINE, CLASS, CLOSECEILINGCLEAR, COLOR, COOLERCENTIMETER(S)CONCRETE MASONRY UNITCARPETCOLUMNCONCRETECONDITIONCONSTRUCTIONCONTINUE, CONTINUOUSCONTRACT, CONTRACTORCONTRACTING OFFICER'SREPRESENTATIVECORRIDORCONTRACTING OFFICERTECHNICAL REPRESENTATIVECUBIC FEETCUBIC YARDDRYERDETAILDRINKING FOUNTAINDIAMETERDIMENSIONDIVISION, DIVIDEDOWNSPOUTDISHWASHERDRAWINGEASTEACH FACEELEVATIONELECTRIC(AL)ELEVATOREQUALEQUIPMENTEMERGENCY SHOWEREYE WASH STATIONELECTRIC WATER COOLEREXHAUSTEXISTINGEXTERIOR
FAXFAFDFDTNFEFECFF ELFIN GRFLRFPFTFTGFRZGAGALVGBGCGF/GI
GF/CI
GLGLZGMSGDRGR LNGYP BDHBHCHDBDHDWHMHORIZHNDRLHTHVACIBCIDINCLINSULINTINVINV ELJSKITLAMLAVLHMMAXMECHMFRMHMINMISCMMMSMTMTDMTGMTLMWMULLNNATNICNOMNTSOCODOF/OI
OF/CI
FACSIMILEFIRE ALARMFLOOR DRAINFOUNDATIONFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISH FLOOR ELEVATIONFINISH GRADEFLOORFIREPROOFFEET, FOOTFOOTINGFREEZERGAGEGALVANIZED IRONGRAB BARGENERAL CONTRACTORGOVERNMENT FURNISHED/GOVERNMENT INSTALLEDGOVERNMENT FURNISHED/CONTRACTOR INSTALLEDGLASSGLAZINGGALVANIZED METAL STUDGUARDRAILGRADE LINEGYPSUM BOARDHOSE BIBBHANDICAP, HOLLOW COREHARDBOARDHARDWAREHOLLOW METALHORIZONTALHANDRAILHEIGHTHEATING/VENTILATING/AIR CONDINTERNATIONAL BUILDING CODEINSIDE DIAMETERINCLUDEDINSULATIONINTERIORINVERTINVERT ELEVATIONJANITOR SINKKITCHENLAMINATELAVATORYLEFT HANDMETERMAXIMUMMECHANICALMANUFACTURERMANHOLEMINIMUMMISCELLANEOUSMILLIMETERMOP SINKMOUNTMOUNTEDMOUNTINGMETALMICROWAVEMULLIONNORTHNATURALNOT IN CONTRACTNOMINALNOT TO SCALEON CENTEROUTSIDE DIAMETEROWNER FURNISH/OWNER INSTALLEDOWNER FURNISH/CONTRACTOR INSTALLED
ABBREVIATIONSOHOH DROPNGOPPPCFPCCPLPLAMPLYWDPRKGPSFPSIPTPVCQTRRARCPRDREBARREFREGREINFRETREVRFCPRFGRHRMROWSSCSCHEDSDSECTSFSHTSIMSPECSPKRSQSSSSTSTASTCSTDSTORSTRUCTSUSPSYMMSYST&BT>ETELTHKTOCTOPTOSTVTYPUNOVERTVCTVTRWW/W/OWBWCWDWHWPWSCTWWR
OVERHANG, OVERHEADOVERHEAD (COILING) DOOROPENINGOPPOSITEPOUNDS PER CUBIC FOOTPRECAST CONCRETEPROPERTY LINEPLASTIC LAMINATEPLYWOODPARKINGPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPRESSURE TREATEDPOLYVINYL CHLORIDEQUARRY TILERADIUS, RANGE, RISERRETURN AIRREFLECTED CEILING PLANROOF DRAINREINFORCING STEEL BARSREFERENCE, REFRIGERATORREGISTERREINFORCERETURNREVISIONREINFORCED CONCRETE PIPEROOFINGRIGHT HANDROOMRIGHT OF WAYSOUTHSOLID CORESCHEDULESTORM DRAINSECTIONSQUARE FOOT(FEET)SHEETSIMILARSPECIFICATIONSPEAKERSQUARESERVICE SINKSTAINLESS STEELSTATIONSOUND TRANSMISSION CLASSSTANDARDSTORAGESTRUCTURALSUSPENDSYMMETRICALSYSTEMTOP AND BOTTOMTONGUE AND GROOVETOP ELEVATIONTELEPHONETHICKNESSTOP OF CONCRETETOP OF PAVEMENTTOP OF SLAB, TOP OF STEELTELEVISIONTYPICALUNLESS NOTED OTHERWISEVERTICALVINYL COMPOSITION TILEVENT THROUGH ROOFWASHER, WEST, WIDEWITHWITHOUTWOOD BASEWATER CLOSETWOODWATER HEATERWATERPROOFINGWAINSCOTWELDED WIRE REINFORCEMENT
A-201
1
WORK OF THIS CONTRACT INCLUDES THE CONSTRUCTION OF SEVERAL SEPARATE SECURE AREAS IN ACCORDANCE WITH UFC 4-010-05 SENSITIVE COMPARTMENT INFORMATION FACILITIES PLANNING, DESIGN, CONSTRUCTION(1 FEB 2013, CHANGE 1 OCT 2013); AND TECHNICAL SPECIFICATIONS FOR THE CONSTRUCTION AND MANAGEMENT OF SENSITIVE COMPARTMENTED INFORMATION FACILITIES, VERSION 1.3 IC TECH SPEC-FOR ICD/ICS 705 (SEPT10, 2015). THE RELATED BUILDING SYSTEMS AND ASSEMBLIES HAVE BEEN DESIGNED TO MEET THIS CRITERIA AND SHALL BE CONSTRUCTED AND INSTALLED BY THIS CONTRACT IN ACCORDANCE WITH THIS SAME CRITERIA.REFER TO SPECIFICATION SECTION 01 00 00 AND 01 11 00 FOR ADDITIONAL REQUIREMENTS. THE FOLLOWING PROVIDES ADDITIONAL GENERAL REQUIREMENTS AND DETAILED INFORMATION TO SUPPLEMENT THE DRAWINGAND TECHNICAL SPECIFICATION REQUIREMENTS RELATED TO THE CONSTRUCTION OF THE SECURE AREAS OF THIS CONTRACT.1. CONTRACTOR SHALL SCHEDULE AND COORDINATE THE SEQUENCE OF INSTALLATION OF ALL SECURE AREA PERIMETER WITH THE CONTRACTING OFFICER TECHNICAL REPRESENTATIVE (COTR) TO PROVIDE ADVANCE
NOTIFICATION AND ACCESS TO BUILDING ASSEMBLIES AND SYSTEMS THAT ARE PART OF THE DESIGNATED SECURE AREA(S) FOR GOVERNMENT SECURITY INSPECTORS TO PERFORM REQUIRED INSPECTIONS, DOCUMENTATIONAND TESTING DURING VARIOUS STAGES OF CONSTRUCTION OF SECURE AREA CONSTRUCTION BEFORE BEING CONCEALED BY OTHER WORK OF THIS CONTRACT. THESE ASSEMBLIES INCLUDE, BUT NOT LIMITED TO; SECURITYPERIMETER WALLS, AND ALL PENETRATIONS THROUGH THE SECURE PERIMETER.
2. SECURITY STC RATED WALL ASSEMBLIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TESTED ASSEMBLY IDENTIFIED ON THE DRAWINGS AS THE “BASIS OF DESIGN” (OR APPROVED EQUAL) AND OTHER ADDITIONALREQUIREMENTS IDENTIFIED ON THE DRAWINGS AND SPECIFICATIONS THAT MAY NOT BE SPECIFICALLY ADDRESSED IN THE TEST DATA SUCH AS; SEALING OF THE ASSEMBLY PERIMETER AT JUNCTION WITH OTHER SOUND RATEDAND NON-SOUND RATED ASSEMBLIES, SEALING ALL PENETRATIONS, AND MODIFICATIONS TO ENHANCE PHYSICAL SECURITY PERFORMANCE (IE: STUD GAGE AND SPACING, ETC.).
3. WHERE INDICATED FOR CONSTRUCTION TO BE SEALED, SEALING SHALL BE ACCOMPLISHED USING ACOUSTICAL SEALANT TO FILL ALL GAPS, HOLES AND SPACES AT ALL JUNCTIONS, PERIMETER AND PENETRATIONS THROUGHTHE SECURITY ASSEMBLIES (WALL, FLOOR, AND CEILING – 6 SIDED BOX). FIRE SEALANT AT FIRE RATED CONSTRUCTION CONDITIONS WHEN REQUIRED, OTHERWISE SHALL BE ACOUSTICAL SEALANT. ALL OTHER MATERIALSARE UNACCEPTABLE.
4. STC RATED ASSEMBLIES SHALL BE INSTALLED FOLLOWING MANUFACTURER’S OR TESTED INSTALLATION INSTRUCTIONS, REQUIREMENTS AND DETAILS FOR SOUND RATED AND FIRE RATED ASSEMBLIES.5. MASONRY WALL STC ASSEMBLIES THAT DO NOT HAVE DESIGNATED STC TEST NUMBERS HAVE BEEN DESIGNED TO MEET AND EXCEED THE REQUIRED MINIMUM TO MEET PHYSICAL SECURITY STANDARDS AND SHALL BE
CONSTRUCTED AS INDICATED AND SPECIFIED.6. STC RATED ASSEMBLIES IDENTIFIED ON THE DRAWINGS INDICATE “MINIMUM” STC RATINGS WHICH ARE THE REQUIRED MINIMUMS TO MEET PHYSICAL SECURITY STANDARDS, BUT HAVE BEEN DESIGNED USING HIGHER STC RATED
ASSEMBLIES AS INDICATED ON THE DRAWINGS WITH TEST NUMBERS. THE CONTRACTOR SHALL CONSTRUCT THE STC RATED ASSEMBLIES TO MEET THE STATED “MINIMUM” STC RATING THAT WILL BE FIELD TESTED BY THEGOVERNMENT TO VERIFY THE MINIMUM STC RATING IS ACHIEVED.
7. EVALUATION OF STC RATED ASSEMBLIES THAT ARE DIFFERENT FROM THE “BASIS OF DESIGN” STC ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH ASTM E90 AND ASTM E413 TO ESTABLISH THE STC RATING OF THEASSEMBLY.
8. PROJECT INCLUDES WALLS THAT ARE COMPOSED OF SEVERAL WALL ASSEMBLY TYPES THAT REQUIRE THE CONTRACTOR TO SEQUENCE THE INSTALLATION WITH THE FOLLOWING ORDER OF PRECEDENCE FOR TERMINATIONSAT INTERSECTIONS AND PERIMETERS AND SEALING OF PENETRATIONS; FIRE, SOUND, AND NON-FIRE OR SOUND RATED ASSEMBLIES.
9. STC RATED DOOR ASSEMBLIES SHALL MEET SPECIFIED TESTING CRITERIA AND INSTALLED IN ACCORDANCE WITH THE TEST DATA AND MANUFACTURER’S INSTRUCTION AND CRITERIA.10. ALL PENETRATIONS THROUGH SECURE AREA SECURITY WALLS AND STC RATED WALLS SHALL BE COMPLETELY SEALED ON BOTH SIDES OF THE PENETRATION WITH ACOUSTICAL SEALANT AT NON-FIRE RATED CONDITIONS AND
FIRE CAULK AT FIRE RATED ASSEMBLIES. PENETRATIONS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: CONDUITS, PIPING, DUCTWORK, RACEWAYS, STRUCTURAL COMPONENTS, ETC. IF SEALING OF PENETRATIONSTHROUGH FIRE RATED ASSEMBLIES ONLY REQUIRES FIRE CAULKING ON ONE SIDE OF THE PENETRATION THE OTHER SIDE SHALL BE SEALED WITH ACOUSTICAL SEALANT.
11. SEAL BOTH SIDES OF THE STC RATED GYPSUM WALL BOARD AND METAL STUD PERIMETER WALLS WITH ACOUSTICAL SEALANT AT JUNCTURE WITH FLOOR SLAB AND ADJACENT WALLS. FIRE RATED WALL ASSEMBLIES SHALLEXTEND TO THE METAL FLOOR DECK OR ROOF DECK AND SEALED WITH FIRE SEALANT.
12. GYPSUM WALL BOARD / METAL STUD SECURITY WALL ASSEMBLY ADDITIONAL REQUIREMENTS:A. METAL WALL STUDS, BOTTOM TRACK AND TOP TRACK SHALL BE MINIMUM 16 GAUGE STEEL (0.0538 INCH THICK BARE METAL). SHAFTWALL FRAMING SHALL BE 16 GAUGE STEEL (0.0538 INCH THICK BARE METAL).B. METAL WALL STUD FRAMING BOTTOM TRACK AND TOP TRACKS SHALL BE ATTACHED WITH ANCHORS AT 32” O.C. MAXIMUM (CLOSER IF REQUIRED BY TESTING) AND SET IN TWO ROWS OF CONTINUOUS
ACOUSTICAL SEALANT. COMPLETELY FILL VOIDS BETWEEN TOP TRACK AND DECK WITH FIRE SAFING MATERIAL OR NON-SHRINK GROUT.C. ACOUSTIC INSULATION SHALL BE INSTALLED TIGHT BETWEEN METAL STUDS AND FASTENED IN A MANNER TO KEEP THE INSULATION FROM SLIDING DOWN LEAVING A VOID AT THE TOP OF THE WALL ASSEMBLY.
13. MASONRY AND GYPSUM WALL BOARD/METAL STUDS SECURITY WALL ASSEMBLY ADDITIONAL REQUIREMENTS:A. ALL MASONRY CELLS FILLED SOLID WITH GROUT.B. GROUT PACK VOIDS SOLID WITH NON-SHRINK GROUT TO FILL VOIDS BETWEEN MASONRY AND CORRUGATED DECK. PROVIDE FIRE SAFING MATERIAL TO FILL VOIDS BETWEEN METAL FRAMING TRACK AND
CORRUGATION OF DECK.C. MASONRY JOINTS SHALL BE TOOLED CONCAVE TO COMPRESS MORTAR.D. MASONRY WALL ON SECURE SIDE SHALL BE PAINTED TO IMPROVE ACOUSTICAL PERFORMANCE.
14. ALL WALL AND CEILING SURFACES THAT FORM THE SECURE AREA PERIMETER SHALL BE PAINTED, INCLUDING AT LOCATIONS BELOW ACCESS FLOORS AND ABOVE LAY-IN ACOUSTICAL CEILINGS. GYPSUM WALL BOARDSURFACES SHALL HAVE JOINTS TAPED, FINISHED AND PAINTED.
15. ALL WALLS AND CEILING SURFACES WITHIN THE SECURE AREA PERIMETER SHALL BE PAINTED, INCLUDING AT LOCATIONS BELOW ACCESS FLOORS AND ABOVE LAY-IN ACOUSTICAL CEILINGS. GYPSUM WALL BOARDSURFACES SHALL HAVE JOINTS TAPED, FINISHED AND PAINTED.
16. UTILITIES AT SECURITY WALLS - ALL ELECTRICAL SYSTEM PATHWAYS (CONDUITS AND BOXES), PIPING, AND OTHER BUILDING SYSTEMS SHALL BE SURFACE MOUNTED TO THE SECURITY WALL ASSEMBLY (DO NOT INSTALLWITHIN THE SECURITY WALL ASSEMBLY, PAINT ALL SURFACE MOUNTED ITEMS). WHERE ADDITIONAL GYPSUM BOARD / METAL STUD WALLS (FRANGIBLE) ARE TO BE INSTALLED DIRECTLY OUT-BOARD OF THE SECURITYWALL ASSEMBLY, INSTALL CONDUITS, BOXES, AND OTHER BUILDING SYSTEMS CONCEALED WITHIN THE OUTER FRANGIBLE PORTION OF WALL (LOCATIONS AS SHOWN ON DRAWINGS, UNLESS NOTED OTHERWISE).
SECURE AREA CONSTRUCTION - GENERAL NOTES
1
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SHEETIDENTIFICATION
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WALL TYPE "C" WALL TYPE "D"WALL TYPE "B"
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EXTERIOR WALL TYPES
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SECURITY/STC 45 MIN. (RAL-TL-83-215. STC 58)8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIED AIR/MOISTURE BARRIER, R-10 RIGID INSULATION, AIRSPACE, 4" SPLIT-FACE CMU VENEER (PAINTED)
SECURITY/STC 45 MIN. (RAL-TL-83-215, STC 58)8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIED AIR/MOISTURE BARRIER, R-10 RIGID INSULATION, AIR SPACE, 8" SPLIT-FACE CMU VENEER (PAINTED)
SECURITY/STC 45 MIN. (RAL-TL-83-215, STC 58)8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIED AIR/MOISTURE BARRIER, R-10 RIGID INSULATION, AIRSPACE, 4" SPLIT- SCORED CMU VENEER (PAINTED) FROM 3'-4" A.F.F. TO ROOF/FASCIA ABOVE.
SECURITY/STC 45 MIN. (RAL-TL-83-215, STC 58). 2 HOUR FIRE RATED (UL# U905) 1 HOUR FIRE RATED fUL# U905)
8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIED AIR/MOISTURE BARRIER, R-10 RIGID INSULATION, AIR SPACE, 4" SPLIT-FACE CMU VENEER (PAINTED)•FRANGIBLE PORTION OF WALL - 21/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL, STUD PARTITION TO BE HELD OFF CMU 1/2" CLEAR, EXTEND TO 6" ABOVE FINISHED CEILING
8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIED AIR/MOISTURE BARRIER, R-10 RIGID INSULATION, AIR SPACE, 4" SPLIT-FACE CMU VENEER (PAINTED) •FRANGIBLE PORTION OF WALL - 21/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL, STUD PARTITION TO BE HELD OFF CMU 1/2" CLEAR, EXTEND TO DECK ABOVE AND SEAL. SEAL ALL PENETRATIONS THRU WALL.
TYPE A1: NO INTERIOR STUD OR FURRING. EXPOSED AND PAINTED CMU *TYPE B1: FRANGIBLE PORTION OF WALL: 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL, STUD PARTITION TO BE HELD OFF CMU 1/2" CLEAR, EXTEND TO 6" ABOVE FINISHED CEILING
TYPE Cl : NO INTERIOR STUD OR FURRING. EXPOSED AND PAINTED CMU*TYPE A2: FRANGIBLE PORTION OF WALL - 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL, STUD PARTITION TO BE HELD OFF CMU 1/2" CLEAR, EXTEND TO 6" ABOVE FINISHED CEILING
* TYPE C2 : FRANGIBLE PORTION OF WALL - 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL, STUD PARTITION TO BE HELD OFF CMU 1/2" CLEAR, EXTEND TO 6" ABOVE FINISHED CEILING
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
TYPE B2: NO INTERIOR STUD OR FURRING, EXPOSED AND PAINTED* TYPE A3: FRANGIBLE PORTION OF WALL - 7/8" GALVANIZED METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL, EXTEND TO 6" ABOVE FINISHED CEILING
CMU* TYPE C3 : FRANGIBLE PORTION OF WALL - 7/8" GALVANIZED METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL
* TYPE B3: FRANGIBLE PORTION OF WALL - 7/8" GALVANIZED METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL, EXTEND TO 6" ABOVE FINISHED CEILING* TYPE A4: FRANGIBLE PORTION OF WALL - 3 5/8" GALVANIZED METAL STUDS
AT 16" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL, EXTEND TO 6" ABOVE FINISHED CEILING *TYPE B4: FRANGIBLE PORTION OF WALL: 2 1/2" GALVANIZED METAL
STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8"CEMENTITIOUS BACKER BOARD AND TILE ON INTERIOR SIDE OF WALL, STUD PARTITION TO BE HELD OFF CMU 1/2" CLEAR, EXTEND TO 6" ABOVE FINISHED CEILING
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL VvVVVvVs^ VMMA?IJggf wyvyvvvX* TYPE A5: FRANGIBLE PORTION OF WALL - 2 1/2" GALVANIZED METAL
STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8" CEMENTITIOUS BACKER BOARD AND TILE ON INTERIOR SIDE OF WALL, STUD PARTITION TO BE HELD OFF CMU 1/2" CLEAR, EXTEND TO 6" ABOVE FINISHED CEILING
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t4^ ■4-* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALLWALL TYPE "F" WALL TYPE "G"* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIED AIR/MOISTURE BARRIER, R-10 RIGID INSULATION, AIR SPACE, 4" SPLIT-FACE CMU VENEER (PAINTED)
8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIED AIR/MOISTURE BARRIER, R-10 RIGID INSULATION, AIR SPACE, 8" SPLIT-FACE CMU VENEER (PAINTED)
TYPE FI: NO INTERIOR STUD OR FURRING. EXPOSED AND PAINTED CMUTYPE G1: NO INTERIOR STUD OR FURRING, EXPOSED AND PAINTED CMU
* TYPE F2: 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL, STUD PARTITION TO BE HELD OFF CMU 1/2" CLEAR, EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALLS.
EXTERIOR WALL TYPE- DUMPSTER ENCLOSURE
INTERIOR CMU WALL TYPES * ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
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WALL TYPE "H" WALL TYPE “1“ WALL TYPE "2" WALL TYPE "3" WALL TYPE "4"
1 HOUR FIRE RATED (UL# U905)STC 50 (MIN) (RAL-TL-83-215 STC 58)/1 HOUR FIRE RATED (UL# 1 HOUR FIRE RATED (UL# U905) 1 HOUR FIRE RATED (UL# U905)8" NOMINAL SPLIT-FACE CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURAL DRAWINGS. PAINTEDFULL HEIGHT BOTH SIDES
U905)8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE AND SEAL.21/2" GALVANIZED METAL STUDS @ 16" O.C. (BRACE AT 3RD POINTS)AND 5/8" TYPE "X" GYPSUM WALLBOARD, EXTEND TO 6" ABOVE FINISHED CEILING. EXPOSED MASONRY SIDE TO BE PAINTED. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE AND SEAL. 7/8" GALVANIZED METAL FURRING @ 16" O.C. AND 5/8" TYPE "X" GYPSUM WALLBOARD AT STAIR SIDE, EXTEND TO 6" ABOVE FINISHED CEILING. EXPOSED SIDE TO BE PAINTED. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE AND SEAL. 7/8" GALVANIZED METAL FURRING AT 24" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE. EXTEND TO 6" ABOVE FINISHED CEILING 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON OTHER SIDE OF WALL. 2 1/2" GALV. METAL STUD PARTITION TO BE HELD OFF 1/2" CLEAR. EXTEND TO 6" ABOVE FINISHED CEILING.
8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE AND SEAL. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER. CMU SHALL BE PAINTED ON BOTH SIDES
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WALL TYPE "5" WALL TYPE "6" WALL TYPE ”7” WALL TYPE 'T WALL TYPE "9"
SECURITY/STC 50 (MIN) (RAL-TL-83-215 STC 58V1 HOUR FIRE RATED (UL# SECURITY/STC 45 (RAL-TL-83-215. STC 58)/1 HOUR FIRE RATED (UL# U905) STC 50 (MIN) (RAL-TL-83-215 STC 58)/1 HOUR FIRE RATED (UL# U905) STC 50 (MIN) (RAL-TL-83-215 STC 58)/1 HOUR FIRE RATED (UL# U905) SECURITY/STC 45 MIN. (RAL-TL-83-215. STC 58)/2 HOUR FIRE RATED (UL# U905)U905)
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE AND SEAL. 7/8" GALVANIZED METAL FURRING AT 24" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE. EXTEND TO 6" ABOVE FINISHED CEILING.2 1/2" GALVANIZED METAL STUD AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON OTHER SIDE OF WALL. 2 1/2" GALV. METAL STUD PARTITION TO BE HELD OFF 1/2" CLEAR. EXTEND TO 6" ABOVE FINISHED CEILING. SEAL ALL PENETRATIONS THRU WALL.
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE AND SEAL. 7/8" GALVANIZED METAL FURRING AT 24" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE. EXTEND TO 6" ABOVE FINISHED CEILING2 1/2" GALVANIZED METAL STUD AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON OTHER SIDE OF WALL. 2 1/2" GALV. METAL STUD PARTITION TO BE HELD OFF 1/2" CLEAR. EXTEND TO 6" ABOVE FINISHED CEILING. SEAL ALL PENETRATIONS THRU WALL.
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE AND SEAL. 7/8" GALVANIZED METAL FURRING AT 24" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE. EXTEND TO DECK ABOVE.2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON OTHER SIDE OF WALL. 2 1/2" GALV. METAL STUD PARTITION TO BE HELD OFF 1/2" CLEAR. EXTEND TO DECK ABOVE AND SEAL. SEAL ALL PENETRATIONS THRU WALL.
8" NOMINAL CONCRETE MASONRY UNITS NORMAL WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE AND SEAL. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER. CMU SHALL BE PAINTED ON BOTH SIDES
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE AND SEAL.21/2" GALVANIZED METAL STUDS @ 16" O.C. (BRACE AT 3RD POINTS) AND 5/8" TYPE "X" GYPSUM WALLBOARD, EXTEND TO 6" ABOVE FINISHED CEILING. EXPOSED MASONRY SIDE TO BE PAINTED. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER. SEAL ALL PENETRATIONS THRU WALL.
SHEETIDENTIFICATION
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WALL TYPE "A"
SECURITY/STC 45 MIN. (RAL-TL-83-215, STC 58)8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PERSTRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIEDAIR/MOISTURE BARRIER, R-10 RIGID INSULATION, AIR SPACE, 4" SPLIT-FACECMU VENEER (PAINTED)
TYPE A1: NO INTERIOR STUD OR FURRING. EXPOSED AND PAINTED CMU
* TYPE A2: FRANGIBLE PORTION OF WALL - 2 1/2" GALVANIZED METALSTUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8" TYPE "X" GYPSUMWALLBOARD ON INTERIOR SIDE OF WALL, STUD PARTITION TO BE HELDOFF CMU 1/2" CLEAR, EXTEND TO 6" ABOVE FINISHED CEILING
* TYPE A3: FRANGIBLE PORTION OF WALL - 7/8" GALVANIZED METAL STUDSAT 16" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OFWALL, EXTEND TO 6" ABOVE FINISHED CEILING
* TYPE A4: FRANGIBLE PORTION OF WALL - 3 5/8" GALVANIZED METAL STUDSAT 16" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OFWALL, EXTEND TO 6" ABOVE FINISHED CEILING
* TYPE A5: FRANGIBLE PORTION OF WALL - 2 1/2" GALVANIZED METALSTUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8" CEMENTITIOUSBACKER BOARD AND TILE ON INTERIOR SIDE OF WALL, STUD PARTITION TOBE HELD OFF CMU 1/2" CLEAR, EXTEND TO 6" ABOVE FINISHED CEILING
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
EXTERIOR WALL TYPES
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WALL TYPE "B"
SECURITY/STC 45 MIN. (RAL-TL-83-215, STC 58)8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PERSTRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, FLUIDAPPLIED AIR/MOISTURE BARRIER, R-10 RIGID INSULATION, AIRSPACE, 8" SPLIT-FACE CMU VENEER (PAINTED)
*TYPE B1: FRANGIBLE PORTION OF WALL: 2 1/2" GALVANIZED METALSTUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8" TYPE "X"GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL, STUDPARTITION TO BE HELD OFF CMU 1/2" CLEAR, EXTEND TO 6" ABOVEFINISHED CEILING
TYPE B2: NO INTERIOR STUD OR FURRING, EXPOSED AND PAINTEDCMU
* TYPE B3: FRANGIBLE PORTION OF WALL - 7/8" GALVANIZED METALSTUDS AT 16" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ONINTERIOR SIDE OF WALL, EXTEND TO 6" ABOVE FINISHED CEILING
*TYPE B4: FRANGIBLE PORTION OF WALL: 2 1/2" GALVANIZED METALSTUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8"CEMENTITIOUS BACKER BOARD AND TILE ON INTERIOR SIDE OFWALL, STUD PARTITION TO BE HELD OFF CMU 1/2" CLEAR, EXTENDTO 6" ABOVE FINISHED CEILING
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
STC
SECU
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L
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FRAN
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WALL TYPE "1"
STC 50 (MIN) (RAL-TL-83-215 STC 58)/ 1 HOUR FIRE RATED (UL#U905)
8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PERSTRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTENDTO DECK ABOVE AND SEAL. SEAL ALL PENETRATIONS THRU WALLAND WALL PERIMETER. CMU SHALL BE PAINTED ON BOTH SIDES
WALL TYPE "2"
1 HOUR FIRE RATED (UL# U905)
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITHREINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLSSOLID, EXTEND TO DECK ABOVE AND SEAL. 7/8" GALVANIZED METALFURRING @ 16" O.C. AND 5/8" TYPE "X" GYPSUM WALLBOARD AT STAIRSIDE, EXTEND TO 6" ABOVE FINISHED CEILING. EXPOSED SIDE TO BEPAINTED. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER
INTERIOR CMU WALL TYPES
WALL TYPE "4"1 HOUR FIRE RATED (UL# U905)
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITH REINFORCING PERSTRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE ANDSEAL.2 1/2" GALVANIZED METAL STUDS @ 16" O.C. (BRACE AT 3RD POINTS)AND 5/8" TYPE "X"GYPSUM WALLBOARD, EXTEND TO 6" ABOVE FINISHED CEILING. EXPOSED MASONRYSIDE TO BE PAINTED. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER
1/2"
WALL TYPE "3"
1 HOUR FIRE RATED (UL# U905)
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITH REINFORCINGPER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECKABOVE AND SEAL. 7/8" GALVANIZED METAL FURRING AT 24" O.C. WITH 5/8" TYPE "X"GYPSUM WALLBOARD ON ONE SIDE. EXTEND TO 6" ABOVE FINISHED CEILING2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONELAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON OTHER SIDE OF WALL. 2 1/2" GALV.METAL STUD PARTITION TO BE HELD OFF 1/2" CLEAR. EXTEND TO 6" ABOVEFINISHED CEILING.
1/2"
WALL TYPE "H"
8" NOMINAL SPLIT-FACE CONCRETE MASONRY UNITS WITHREINFORCING PER STRUCTURAL DRAWINGS. PAINTEDFULL HEIGHT BOTH SIDES
EXTERIOR WALL TYPE-DUMPSTER ENCLOSURE
WALL TYPE "5"SECURITY/STC 50 (MIN) (RAL-TL-83-215 STC 58)/ 1 HOUR FIRE RATED (UL#U905)
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITHREINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID,EXTEND TO DECK ABOVE AND SEAL.2 1/2" GALVANIZED METAL STUDS @ 16" O.C. (BRACE AT 3RD POINTS) AND5/8" TYPE "X" GYPSUM WALLBOARD, EXTEND TO 6" ABOVE FINISHED CEILING.EXPOSED MASONRY SIDE TO BE PAINTED. SEAL ALL PENETRATIONS THRUWALL AND WALL PERIMETER. SEAL ALL PENETRATIONS THRU WALL.
1/2"
WALL TYPE "C"
SECURITY/STC 45 MIN. (RAL-TL-83-215, STC 58)8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PERSTRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIEDAIR/MOISTURE BARRIER, R-10 RIGID INSULATION, AIR SPACE, 4" SPLIT-SCORED CMU VENEER (PAINTED) FROM 3'-4" A.F.F. TO ROOF/FASCIAABOVE.
TYPE C1: NO INTERIOR STUD OR FURRING. EXPOSED AND PAINTED CMU
* TYPE C2 : FRANGIBLE PORTION OF WALL - 2 1/2" GALVANIZED METALSTUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH 5/8" TYPE "X" GYPSUMWALLBOARD ON INTERIOR SIDE OF WALL, STUD PARTITION TO BE HELDOFF CMU 1/2" CLEAR, EXTEND TO 6" ABOVE FINISHED CEILING
* TYPE C3 : FRANGIBLE PORTION OF WALL - 7/8" GALVANIZED METALSTUDS AT 16" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIORSIDE OF WALL
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
STC
SECU
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WAL
L
1/2"
WAL
LFR
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BLE
WALL TYPE "6"SECURITY/STC 45 (RAL-TL-83-215, STC 58)/1 HOUR FIRE RATED (UL# U905)
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITHREINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLSSOLID, EXTEND TO DECK ABOVE AND SEAL. 7/8" GALVANIZED METALFURRING AT 24" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON ONESIDE. EXTEND TO 6" ABOVE FINISHED CEILING.2 1/2" GALVANIZED METAL STUD AT 16" O.C. (BRACE AT 3RD POINTS) WITHONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON OTHER SIDE OF WALL.2 1/2" GALV. METAL STUD PARTITION TO BE HELD OFF 1/2" CLEAR. EXTENDTO 6" ABOVE FINISHED CEILING. SEAL ALL PENETRATIONS THRU WALL.
1/2"
WALL TYPE "7"STC 50 (MIN) (RAL-TL-83-215 STC 58)/ 1 HOUR FIRE RATED (UL# U905)
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITHREINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID,EXTEND TO DECK ABOVE AND SEAL. 7/8" GALVANIZED METAL FURRING AT24" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE. EXTEND TO 6"ABOVE FINISHED CEILING2 1/2" GALVANIZED METAL STUD AT 16" O.C. (BRACE AT 3RD POINTS) WITHONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON OTHER SIDE OF WALL. 21/2" GALV. METAL STUD PARTITION TO BE HELD OFF 1/2" CLEAR. EXTEND TO6" ABOVE FINISHED CEILING. SEAL ALL PENETRATIONS THRU WALL.
1/2"
WALL TYPE "8"STC 50 (MIN) (RAL-TL-83-215 STC 58)/ 1 HOUR FIRE RATED (UL# U905)
8" NOMINAL CONCRETE MASONRY UNITS NORMAL WITH REINFORCINGPER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTENDTO DECK ABOVE AND SEAL. SEAL ALL PENETRATIONS THRU WALL ANDWALL PERIMETER. CMU SHALL BE PAINTED ON BOTH SIDES
WALL TYPE "D"
SECURITY/STC 45 MIN. (RAL-TL-83-215, STC 58), 2 HOUR FIRE RATED (UL# U905)
8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURALDRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIED AIR/MOISTUREBARRIER, R-10 RIGID INSULATION, AIR SPACE, 4" SPLIT-FACE CMU VENEER(PAINTED)*FRANGIBLE PORTION OF WALL - 2 1/2" GALVANIZED METAL STUDS AT 16" O.C.(BRACE AT 3RD POINTS) WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIORSIDE OF WALL, STUD PARTITION TO BE HELD OFF CMU 1/2" CLEAR, EXTEND TO6" ABOVE FINISHED CEILING
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
STC
SECU
RITY
WAL
L
1/2"
WAL
LFR
ANGI
BLE
WALL TYPE "E"
1 HOUR FIRE RATED (UL# U905)
8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURALDRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIED AIR/MOISTURE BARRIER,R-10 RIGID INSULATION, AIR SPACE, 4" SPLIT-FACE CMU VENEER (PAINTED)*FRANGIBLE PORTION OF WALL - 2 1/2" GALVANIZED METAL STUDS AT 16" O.C.(BRACE AT 3RD POINTS) WITH 5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDEOF WALL, STUD PARTITION TO BE HELD OFF CMU 1/2" CLEAR, EXTEND TO DECKABOVE AND SEAL. SEAL ALL PENETRATIONS THRU WALL.
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
WALL TYPE "9"SECURITY/STC 45 MIN. (RAL-TL-83-215, STC 58)/ 2 HOUR FIRE RATED (UL# U905)
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITH REINFORCING PERSTRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE ANDSEAL. 7/8" GALVANIZED METAL FURRING AT 24" O.C. WITH 5/8" TYPE "X" GYPSUMWALLBOARD ON ONE SIDE. EXTEND TO DECK ABOVE.2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONE LAYER5/8" TYPE "X" GYPSUM WALLBOARD ON OTHER SIDE OF WALL. 2 1/2" GALV. METALSTUD PARTITION TO BE HELD OFF 1/2" CLEAR. EXTEND TO DECK ABOVE AND SEAL.SEAL ALL PENETRATIONS THRU WALL.
1/2"
WALL TYPE "F"
8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURALDRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIED AIR/MOISTURE BARRIER, R-10RIGID INSULATION, AIR SPACE, 4" SPLIT-FACE CMU VENEER (PAINTED)
TYPE F1: NO INTERIOR STUD OR FURRING. EXPOSED AND PAINTED CMU
* TYPE F2: 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH5/8" TYPE "X" GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL, STUD PARTITION TOBE HELD OFF CMU 1/2" CLEAR, EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONSTHRU WALLS.
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
1/2"
WALL TYPE "G"
8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PERSTRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, FLUID APPLIEDAIR/MOISTURE BARRIER, R-10 RIGID INSULATION, AIR SPACE, 8" SPLIT-FACECMU VENEER (PAINTED)
TYPE G1: NO INTERIOR STUD OR FURRING, EXPOSED AND PAINTED CMU
1
A
SHEETIDENTIFICATION
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SHEETIDENTIFICATION
A-003
ITE1US Army Corps of Engineers ® Mobile District
1 2 3 4 5
INTERIOR STUD WALL TYPES
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WALL TYPE "10" WALL TYPE "11"D WALL TYPE "12" WALL TYPE "13" WALL TYPE "14" WALL TYPE "15- WALL TYPE "16"
21/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TOPE "X" GYPSUM WALLBOARD ON EXISTING WALL PARTITION TO EXTEND TO 6" ABOVE FINISHED CEILING.
(1 HOUR FIRE RATED) UL# U465 STC 50 (MIN) (SA-800504 STC 50)1/1 HOUR FIRE RATED7/8" GALVANIZED METAL FURRING AT 16" O.C. WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE OF WALL. PARTITION TO EXTEND TO DECK ABOVE AND SEAL
3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
NOT USED 3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" CEMENTITIOUS BACKER BOARD AND TILE ON BOTH SIDES. EXTEND TO 6" ABOVE FINISHED CEILING
(UL# U419)3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE. PARTITION TO GO FROM TOP OF SLAB AND EXTEND FULL HEIGHT TO DECK ABOVE. SEAL ALL PENETRATIONS THRU THE WALL AND WALL PERIMETER
3 5/8" GALVANIZED METAL STUDS AT 24" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE, TOO LAYERS OF 5/8" TYPE "X" GYPSUM WALLBOARD ON THE OTHER SIDE. 3" MINERAL FIBER INSULATION IN STUD CAVITO. PARTITION TO EXTEND FROM SLAB TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER WITH ACOUSTIC CAULK
* TYPE 12A: PARTITION TO EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER* TYPE 11 A: PARTITION TO EXTEND TO DECK ABOVE.
SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER. BRACE WALL AT 3RD POINTS. * TYPE 12B: PARTITION TO EXTEND TO 6" ABOVE HIGHEST
ADJACENT CEILING.* TYPE 11B: PARTITION TO EXTEND TO 6" ABOVE HIGHEST ADJACENT CEILING. *MODIFIES PRIMARY WALL CONSTRUCTION
*MODIFIES PRIMARY WALL CONSTRUCTION
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WALL TYPE "17- WALL TYPE "18- WALL TYPE "19" WALL TYPE "20- WALL TYPE "21- WALL TYPE "22" WALL TYPE "23"C
STC 45 (SA-870717, STC 49) STC 50 (MIN) (SA-800504 STC 501/1 HOUR FIRE RATED (1 HOUR FIRE RATED) UL# U419 SECURITY/STC 45 (MIN) (RAL-TL-83-215 STC 581/1 HOUR STC 50 (MIN) (SA-800504 STC 501/1 HOUR FIRE STC 45 (SA-870717. STC 49)8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE. PARTITION TO EXTEND TO 6" ABOVE ADJACENT
6" GALVANIZED METAL STUDS AT 24" O.C. W/ ONE LAYER CEILING 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE, TOO LAYERS OF 5/8" TYPE "X" GYPSUM WALLBOARD ON THE OTHER SIDE WITH 3" MINERAL FIBER INSULATION IN STUD CAVITY. PARTITION TO GO FROM THE TOP OF SLAB AND EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER
(UL# U4191 FIRE RATED (UL# U905) RATED (UL# U41916" GALVANIZED METAL STUDS AT 24" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE AND 5/8" CEMENTITIOUS BACKER BOARD AND TILE ON RESTROOM SIDE WITH 3" MINERAL FIBER INSULATION IN STUD CAVITO. PARTITION TO EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER
8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE. PARTITION TO GO FROM TOP OF SLAB AND EXTEND FULL HEIGHT TO DECK ABOVE. SEAL ALL PENETRATIONS THRU THE WALL AND WALL PERIMETER
8" GALVANIZED METAL STUDS AT 16" O.C. W/ 5/8" CEMENTITIOUS BACKER BOARD AND TILE ON BOTH SIDES WITH 3" MINERAL FIBER INSULATION. PARTITION TO EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE AND SEAL. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER. CMU SHALL BE PAINTED ON BOTH SIDES
8" GALVANIZED METAL STUDS AT 24" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE, TOO LAYERS OF 5/8" TYPE "X" GYPSUM WALLBOARD ON THE OTHER SIDE WITH 3" MINERAL FIBER INSULATION IN STUD CAVITO PARTITION TO GO FROM THE TOP OF SLAB AND EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER
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WALL TYPE "25- WALL TYPE "28- WALL TYPE "29"WALL TYPE "21"WALL TYPE "24- WALL TYPE "26"
STC 50 (MIN) (RAL-TL-83-215 STC 58)/1 HOUR FIRE RATED STC 45 (SA-870717) STC 45 (SA-870717)NOT USED NOT USED NOT USED(UL# U905)B
3 5/8" GALVANIZED METAL STUDS AT 24 O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON BOTH SIDES WITH 3" MINERAL FIBER INSULATION IN STUD CAVITO EXTEND TO DECK ABOVE AND SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
3 5/8" GALVANIZED METAL STUDS AT 24 O.C. W/ ONE LAYER 5/8" TOPE "X" GYPSUM WALLBOARD ON ONE SIDE AND 5/8" CEMENTITIOUS BACKER BOARD AND TILE ON THE OTHER SIDE WITH 3" MINERAL FIBER INSULATION IN STUD CAVITO. EXTEND TO DECK ABOVE AND SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT) WITH REINFORCING PER STRUCTURAL DRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVE AND SEAL.21/2" GALVANIZED METAL STUDS @ 16" O.C. (BRACE AT 3RD POINTS) AND 5/8" TOPE "X" GYPSUM WALLBOARD, EXTEND TO 6" ABOVE FINISHED CEILING. EXPOSED MASONRY SIDE TO BE PAINTED. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER. SEAL ALL PENETRATIONS THRU WALL.
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WALL TYPE "32-WALL TYPE "30- WALL TYPE "31"
STC 50 (MIN) (SA-800504 STC 50) STC 50 (MIN) (SA-800504 STC 50) STC 45 (SA-870717)/ 1 HOUR FIRE RATED (UL# U419)
8" GALVANIZED METAL STUDS AT 24" O.C. W/ ONE LAYER 5/8" TOPE "X" GYPSUM WALLBOARD ON ONE SIDE, TOO LAYERS OF 5/8" TOPE "X" GYPSUM WALLBOARD ON THE OTHER SIDE WITH 3" MINERAL FIBER INSULATION IN STUD CAVITO. PARTITION TO GO FROM THE TOP OF SLAB AND EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER
3 5/8" GALVANIZED METAL STUDS AT 24" O.C. W/ONE LAYER 5/8" TOPE "X" GYPSUM WALLBOARD ON ONE SIDE, TOO LAYERS OF 5/8" TOPE "X" GYPSUM WALLBOARD ON THE OTHER SIDE. 3" MINERAL FIBER INSULATION IN STUD CAVITO. PARTITION TO EXTEND FROM SLAB TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER WITH ACOUSTIC CAULK
3 5/8" GALVANIZED METAL STUDS AT 24 O.C. W/ ONE LAYER 5/8" TOPE "X" GYPSUM WALLBOARD ON BOTH SIDES WITH 3" MINERAL FIBER INSULATION IN STUD CAVITO. EXTEND TO DECK ABOVE AND SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
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0 4" 8" r-4"
NOTE: STUD GAUGE AND SPACING DIFFER @ VIDEO DISPLAY/FLAT PANEL TVS. SEE #3/T-102 FOR STUD GAUGE,SPACING AND MOUNTING REQUIREMENTS.
SCALE: 1 1/2"= 1'~0"
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WALL TYPE "14"
STC 50 (MIN) (SA-800504 STC 50))/ 1 HOUR FIRE RATED(UL# U419)
3 5/8" GALVANIZED METAL STUDS AT 24" O.C. W/ ONELAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONESIDE, TWO LAYERS OF 5/8" TYPE "X" GYPSUMWALLBOARD ON THE OTHER SIDE. 3" MINERAL FIBERINSULATION IN STUD CAVITY. PARTITION TO EXTENDFROM SLAB TO DECK ABOVE. SEAL ALL PENETRATIONSTHRU WALL AND WALL PERIMETER WITH ACOUSTICCAULK
INTERIOR STUD WALL TYPES
WALL TYPE "12"
3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONELAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE.SEAL ALL PENETRATIONS THRU WALL AND WALLPERIMETER.
* TYPE 12A: PARTITION TO EXTEND TO DECK ABOVE. SEALALL PENETRATIONS THRU WALL AND WALL PERIMETER
* TYPE 12B: PARTITION TO EXTEND TO 6" ABOVE HIGHESTADJACENT CEILING.
*MODIFIES PRIMARY WALL CONSTRUCTION
WALL TYPE "28"
STC 45 (SA-870717)
3 5/8" GALVANIZED METAL STUDS AT 24 O.C. W/ ONE LAYER5/8" TYPE "X" GYPSUM WALLBOARD ON BOTH SIDES WITH3" MINERAL FIBER INSULATION IN STUD CAVITY. EXTENDTO DECK ABOVE AND SEAL ALL PENETRATIONS THRUWALL AND WALL PERIMETER.
WALL TYPE "17"
WALL TYPE "16"
3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONELAYER 5/8" CEMENTITIOUS BACKER BOARD AND TILEON BOTH SIDES. EXTEND TO 6" ABOVE FINISHEDCEILING
WALL TYPE "13"
(1 HOUR FIRE RATED) UL# U465
3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONELAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACHSIDE. PARTITION TO GO FROM TOP OF SLAB ANDEXTEND FULL HEIGHT TO DECK ABOVE. SEAL ALLPENETRATIONS THRU THE WALL AND WALLPERIMETER
WALL TYPE "11"
2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACEAT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X"GYPSUM WALLBOARD ON EXISTING WALL.PARTITION TO EXTEND TO 6" ABOVE FINISHEDCEILING.
* TYPE 11A: PARTITION TO EXTEND TO DECK ABOVE.SEAL ALL PENETRATIONS THRU WALL AND WALLPERIMETER. BRACE WALL AT 3RD POINTS.
* TYPE 11B: PARTITION TO EXTEND TO 6" ABOVEHIGHEST ADJACENT CEILING.
*MODIFIES PRIMARY WALL CONSTRUCTION
WALL TYPE "10"
7/8" GALVANIZED METAL FURRING AT 16" O.C. WITHONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ONONE SIDE OF WALL. PARTITION TO EXTEND TO DECKABOVE AND SEAL
WALL TYPE "15"
NOT USED
WALL TYPE "18"
STC 50 (MIN) (SA-800504 STC 50)/ 1 HOUR FIRE RATED(UL# U419)
6" GALVANIZED METAL STUDS AT 24" O.C. W/ ONE LAYER5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE, TWOLAYERS OF 5/8" TYPE "X" GYPSUM WALLBOARD ON THEOTHER SIDE WITH 3" MINERAL FIBER INSULATION INSTUD CAVITY. PARTITION TO GO FROM THE TOP OF SLABAND EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONSTHRU WALL AND WALL PERIMETER
WALL TYPE "20"WALL TYPE "19"
8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONELAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACHSIDE. PARTITION TO EXTEND TO 6" ABOVE ADJACENTCEILING
(1 HOUR FIRE RATED) UL# U419
8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONELAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACHSIDE. PARTITION TO GO FROM TOP OF SLAB ANDEXTEND FULL HEIGHT TO DECK ABOVE. SEAL ALLPENETRATIONS THRU THE WALL AND WALLPERIMETER
WALL TYPE "22"
STC 50 (MIN) (SA-800504 STC 50)/ 1 HOUR FIRERATED (UL# U419)
8" GALVANIZED METAL STUDS AT 24" O.C. W/ ONELAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONESIDE, TWO LAYERS OF 5/8" TYPE "X" GYPSUMWALLBOARD ON THE OTHER SIDE WITH 3" MINERALFIBER INSULATION IN STUD CAVITY. PARTITION TOGO FROM THE TOP OF SLAB AND EXTEND TO DECKABOVE. SEAL ALL PENETRATIONS THRU WALL ANDWALL PERIMETER
WALL TYPE "23"
STC 45 (SA-870717, STC 49)
8" GALVANIZED METAL STUDS AT 16" O.C. W/ 5/8"CEMENTITIOUS BACKER BOARD AND TILE ON BOTHSIDES WITH 3" MINERAL FIBER INSULATION. PARTITION TOEXTEND TO DECK ABOVE. SEAL ALL PENETRATIONSTHRU WALL AND WALL PERIMETER
WALL TYPE "24" WALL TYPE "26" WALL TYPE "27" WALL TYPE "29"
STC 45 (SA-870717)
3 5/8" GALVANIZED METAL STUDS AT 24 O.C. W/ ONE LAYER5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE AND 5/8"CEMENTITIOUS BACKER BOARD AND TILE ON THE OTHERSIDE WITH 3" MINERAL FIBER INSULATION IN STUD CAVITY.EXTEND TO DECK ABOVE AND SEAL ALL PENETRATIONSTHRU WALL AND WALL PERIMETER.
WALL TYPE "30"
STC 50 (MIN) (SA-800504 STC 50)
8" GALVANIZED METAL STUDS AT 24" O.C. W/ ONELAYER 5/8" TYPE "X" GYPSUM WALLBOARD ONONE SIDE, TWO LAYERS OF 5/8" TYPE "X" GYPSUMWALLBOARD ON THE OTHER SIDE WITH 3"MINERAL FIBER INSULATION IN STUD CAVITY.PARTITION TO GO FROM THE TOP OF SLAB ANDEXTEND TO DECK ABOVE. SEAL ALLPENETRATIONS THRU WALL AND WALLPERIMETER
WALL TYPE "31"
STC 50 (MIN) (SA-800504 STC 50)
3 5/8" GALVANIZED METAL STUDS AT 24" O.C. W/ ONELAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONESIDE, TWO LAYERS OF 5/8" TYPE "X" GYPSUMWALLBOARD ON THE OTHER SIDE. 3" MINERALFIBER INSULATION IN STUD CAVITY. PARTITION TOEXTEND FROM SLAB TO DECK ABOVE. SEAL ALLPENETRATIONS THRU WALL AND WALL PERIMETERWITH ACOUSTIC CAULK
NOTE: STUD GAUGE AND SPACING DIFFER @ VIDEODISPLAY/FLAT PANEL TV'S. SEE #3/T-102 FOR STUDGAUGE,SPACING AND MOUNTING REQUIREMENTS.
STC 45 (SA-870717, STC 49)
6" GALVANIZED METAL STUDS AT 24" O.C. W/ ONELAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONESIDE AND 5/8" CEMENTITIOUS BACKER BOARD ANDTILE ON RESTROOM SIDE WITH 3" MINERAL FIBERINSULATION IN STUD CAVITY. PARTITION TO EXTENDTO DECK ABOVE. SEAL ALL PENETRATIONS THRUWALL AND WALL PERIMETER
WALL TYPE "25"
STC 50 (MIN) (RAL-TL-83-215 STC 58)/ 1 HOUR FIRE RATED(UL# U905)
8" NOMINAL CONCRETE MASONRY UNITS (NORMALWEIGHT) WITH REINFORCING PER STRUCTURAL DRAWINGSAND GROUT ALL CELLS SOLID, EXTEND TO DECK ABOVEAND SEAL.2 1/2" GALVANIZED METAL STUDS @ 16" O.C. (BRACE AT3RD POINTS) AND 5/8" TYPE "X" GYPSUM WALLBOARD,EXTEND TO 6" ABOVE FINISHED CEILING. EXPOSEDMASONRY SIDE TO BE PAINTED. SEAL ALL PENETRATIONSTHRU WALL AND WALL PERIMETER. SEAL ALLPENETRATIONS THRU WALL.
1/2"
WALL TYPE "21"
SECURITY/STC 45 (MIN) (RAL-TL-83-215 STC 58)/ 1 HOURFIRE RATED (UL# U905)
8" NOMINAL CONCRETE MASONRY UNITS (NORMALWEIGHT) WITH REINFORCING PER STRUCTURALDRAWINGS AND GROUT ALL CELLS SOLID, EXTEND TODECK ABOVE AND SEAL. SEAL ALL PENETRATIONS THRUWALL AND WALL PERIMETER. CMU SHALL BE PAINTEDON BOTH SIDES
WALL TYPE "32"
STC 45 (SA-870717)/ 1 HOUR FIRE RATED (UL# U419)
3 5/8" GALVANIZED METAL STUDS AT 24 O.C. W/ ONE LAYER5/8" TYPE "X" GYPSUM WALLBOARD ON BOTH SIDES WITH3" MINERAL FIBER INSULATION IN STUD CAVITY. EXTENDTO DECK ABOVE AND SEAL ALL PENETRATIONS THRU WALLAND WALL PERIMETER.
NOT USED NOT USED NOT USED
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
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DATE
:
SOLI
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CONT
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FILE
NAM
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ARK
DESC
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1:1
22"
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0 4" 8" 1'-4"
LSECURE SIDE
WALL TYPE "40"
i[n §n
INTERIOR STUD WALL TYPES (SECURITY)
WALL TYPE "41"
6" 16 GA (MIN) GALVANIZED METAL STUDS AT 16" O.C. VW ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON NON- SECURE SIDE OF WALL AND TOO LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL WITH 3" MINERAL FIBER INSULATION IN STUD CAVITO EXTEND SECURITY WALL TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
3 5/8" 16 GA (MIN) GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON NON- SECURE SIDE OF WALL AND TOO UWERS 5/8" TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL WITH 3" MINERAL FIBER INSULATION IN STUD CAVITO EXTEND SECURITYWALL TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
3 5/8" 16 GA (MIN) GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON NON- SECURE SIDE OF WALL AND TOO LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL WITH 3" MINERAL FIBER INSULATION IN STUD CAVITO EXTEND SECURITYWALL TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
3 5/8" 16 GA (MIN) GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON NON- SECURE SIDE OF WALL AND TOO LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL WITH 3" MINERAL FIBER INSULATION IN STUD CAVITO EXTEND SECURITYWALL TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
1
I* FRANGIBLE PORTION OF WALL: 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON BOTH SIDES OF CENTER SECURITYWALL. STUD PARTITION TO BE HELD OFF FACE OF GYPSUM WALLBOARD 1/2" CLEAR. PARTITION TO EXTEND TO 6" ABOVE FINISHED CEILING.
* FRANGIBLE PORTION OF WALL : 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON BOTH SIDES OF CENTER SECURITY WALL. STUD PARTITION TO BE HELD OFF FACE OF GYPSUM WALLBOARD 1/2" CLEAR. PARTITION TO EXTEND TO 6" ABOVE FINISHED CEILING.
* FRANGIBLE PORTION OF WALL : 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE OF WALL. STUD PARTITION TO BE HELD OFF GYPSUM WALLBOARD 1/2" CLEAR. EXTEND TO 6" ABOVE FINISHED CEILING.
* FRANGIBLE PORTION OF WALL : 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON BOTH SIDES OF CENTER SECURITY WALL. STUD PARTITION TO BE HELD OFF FACE OF GYPSUM WALLBOARD 1/2" CLEAR. PARTITION TO EXTEND TO 6" ABOVE FINISHED CEILING.
* 6" GALVANIZED METAL STUDS AT 16" O.C. W/ 5/8" CEMENTITIOUS BACKER BOARD AND TILE ON RESTROOM SIDE. PARTITION TO EXTEND TO 6" ABOVE FINISHED CEILING.
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL * ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
SECURITY/ STC 45 (MIN) (SA-800504, STC 50) SECURITY/ STC 45 (MIN) (SA-800504, STC 50)/1 HR FIRE RATED (UL# U419)
SECURE SIDE
r
WALL TYPE "45"
SECURE SIDErF
IN
WALL TYPE "44"
SECURITY/ STC 50 (MIN) (SA-800504. STC 50V1 HOUR FIRE RATED (UL# U419) SECURITY/ STC 45 (MIN) (SA-800504. STC 50)/1 HOUR FIRE RATED (UL#U419)
6" 16 GA (MIN) GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON NON- SECURE SIDE OF WALL AND TOO UWERS 5/8" TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL WITH 3" MINERAL FIBER INSULATION IN STUD CAVITO EXTEND SECURITY WALL TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
3 5/8" 16 GA (MIN) GALVANIZED METAL STUDS AT 16" O.C. W/ ONE UWER 5/8" TYPE "X" GYPSUM WALLBOARD ON NON- SECURE SIDE OF WALL AND TOO LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL WITH 3" MINERAL FIBER INSULATION IN STUD CAVITO EXTEND SECURITYWALL TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
* FRANGIBLE PORTION OF WALL: 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL. STUD PARTITION TO BE HELD OFF FACE OF GYPSUM WALLBOARD 1/2" CLEAR. PARTITION TO EXTEND TO 6" ABOVE FINISHED CEILING.
* FRANGIBLE PORTION OF WALL : 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON SECURITY SIDE OF WALL. STUD PARTITION TO BE HELD OFF FACE OF GYPSUM WALLBOARD 1/2" CLEAR. PARTITION TO EXTEND TO 6" ABOVE FINISHED CEILING.
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL * ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
0 4" 8" r-4"
SCALE: 1 1/2"= 1'~0"
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INTERIOR STUD WALL TYPES (SECURITY)
WALL TYPE "41"
SECURITY/ STC 45 (MIN) (SA-800504, STC 50)/ 1 HR FIRE RATED (UL# U419)
3 5/8" 16 GA (MIN) GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE"X" GYPSUM WALLBOARD ON NON- SECURE SIDE OF WALL AND TWO LAYERS 5/8"TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL WITH 3" MINERAL FIBERINSULATION IN STUD CAVITY. EXTEND SECURITY WALL TO DECK ABOVE. SEAL ALLPENETRATIONS THRU WALL AND WALL PERIMETER.
* FRANGIBLE PORTION OF WALL : 2 1/2" GALVANIZED METAL STUDS AT 16" O.C.(BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ONONE SIDE OF WALL. STUD PARTITION TO BE HELD OFF GYPSUM WALLBOARD 1/2"CLEAR. EXTEND TO 6" ABOVE FINISHED CEILING.
* 6" GALVANIZED METAL STUDS AT 16" O.C. W/ 5/8" CEMENTITIOUS BACKER BOARDAND TILE ON RESTROOM SIDE. PARTITION TO EXTEND TO 6" ABOVE FINISHEDCEILING.
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
SECURE SIDE
1/2"
STC
SECU
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FRAN
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ALL
SECURITY/ STC 45 (MIN) (SA-800504, STC 50)
3 5/8" 16 GA (MIN) GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE"X" GYPSUM WALLBOARD ON NON- SECURE SIDE OF WALL AND TWO LAYERS 5/8"TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL WITH 3" MINERALFIBER INSULATION IN STUD CAVITY. EXTEND SECURITY WALL TO DECK ABOVE.SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
* FRANGIBLE PORTION OF WALL : 2 1/2" GALVANIZED METAL STUDS AT 16" O.C.(BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ONBOTH SIDES OF CENTER SECURITY WALL. STUD PARTITION TO BE HELD OFFFACE OF GYPSUM WALLBOARD 1/2" CLEAR. PARTITION TO EXTEND TO 6" ABOVEFINISHED CEILING.
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
WALL TYPE "40"
SECURITY/ STC 50 (MIN) (SA-800504, STC 50)/ 1 HOUR FIRE RATED (UL# U419)
6" 16 GA (MIN) GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE"X" GYPSUM WALLBOARD ON NON- SECURE SIDE OF WALL AND TWO LAYERS5/8" TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL WITH 3"MINERAL FIBER INSULATION IN STUD CAVITY. EXTEND SECURITY WALL TODECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
* FRANGIBLE PORTION OF WALL: 2 1/2" GALVANIZED METAL STUDS AT 16" O.C.(BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARDON BOTH SIDES OF CENTER SECURITY WALL. STUD PARTITION TO BE HELDOFF FACE OF GYPSUM WALLBOARD 1/2" CLEAR. PARTITION TO EXTEND TO 6"ABOVE FINISHED CEILING.
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
WALL TYPE "42"
1/2"
WAL
LFR
ANGI
BLE
WAL
LFR
ANGI
BLE1/2
"
STC
SECU
RITY
WAL
L
SECURE SIDE
SECURITY/ STC 45 (MIN) (SA-800504, STC 50)/ 1 HOUR FIRE RATED (UL#U419)
3 5/8" 16 GA (MIN) GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE"X" GYPSUM WALLBOARD ON NON- SECURE SIDE OF WALL AND TWO LAYERS 5/8"TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL WITH 3" MINERALFIBER INSULATION IN STUD CAVITY. EXTEND SECURITY WALL TO DECK ABOVE.SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
* FRANGIBLE PORTION OF WALL : 2 1/2" GALVANIZED METAL STUDS AT 16" O.C.(BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ONBOTH SIDES OF CENTER SECURITY WALL. STUD PARTITION TO BE HELD OFFFACE OF GYPSUM WALLBOARD 1/2" CLEAR. PARTITION TO EXTEND TO 6" ABOVEFINISHED CEILING.
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
WALL TYPE "43"
1/2"1
/2"
WAL
LST
C SE
CURI
TY
FRAN
GIBL
EW
ALL
FRAN
GIBL
EW
ALL
SECURE SIDE
WAL
L1/2"
SECURITY/ STC 50 (MIN) (SA-800504, STC 50)/ 1 HOUR FIRE RATED (UL# U419)
6" 16 GA (MIN) GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE"X" GYPSUM WALLBOARD ON NON- SECURE SIDE OF WALL AND TWO LAYERS5/8" TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL WITH 3" MINERALFIBER INSULATION IN STUD CAVITY. EXTEND SECURITY WALL TO DECK ABOVE.SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
* FRANGIBLE PORTION OF WALL: 2 1/2" GALVANIZED METAL STUDS AT 16" O.C.(BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ONSECURE SIDE OF WALL. STUD PARTITION TO BE HELD OFF FACE OF GYPSUMWALLBOARD 1/2" CLEAR. PARTITION TO EXTEND TO 6" ABOVE FINISHED CEILING.
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
WALL TYPE "44"
1/2"
WAL
LFR
ANGI
BLE
WAL
LST
C SE
CURI
TY
SECURE SIDE
SECURITY/ STC 45 (MIN) (SA-800504, STC 50)/ 1 HOUR FIRE RATED (UL#U419)
3 5/8" 16 GA (MIN) GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X"GYPSUM WALLBOARD ON NON- SECURE SIDE OF WALL AND TWO LAYERS 5/8" TYPE"X" GYPSUM WALLBOARD ON SECURE SIDE OF WALL WITH 3" MINERAL FIBERINSULATION IN STUD CAVITY. EXTEND SECURITY WALL TO DECK ABOVE. SEAL ALLPENETRATIONS THRU WALL AND WALL PERIMETER.
* FRANGIBLE PORTION OF WALL : 2 1/2" GALVANIZED METAL STUDS AT 16" O.C.(BRACE AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ONSECURITY SIDE OF WALL. STUD PARTITION TO BE HELD OFF FACE OF GYPSUMWALLBOARD 1/2" CLEAR. PARTITION TO EXTEND TO 6" ABOVE FINISHED CEILING.
* ADDITIONAL WALL CONSTRUCTION TO PRIMARY WALL
WALL TYPE "45"
1/2"
WAL
LST
C SE
CURI
TYW
ALL
FRAN
GIBL
E
SECURE SIDE
1/2"
1/2"
WAL
LST
C SE
CURI
TY
FRAN
GIBL
EW
ALL
FRAN
GIBL
EW
ALL
SECURE SIDE
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-004
INTE
RIO
R W
ALL
TYPE
S
B. M
AGG
IORE
T.W
ALLI
SB.
MAG
GIO
RE
BTA
FEBR
UARY
8, 2
017
A004
ES13
.DW
G
W91
278-
17-R
-001
0
-
SCALE: 1 1/2" = 1'-0"
0 4" 8" 1'-4"
1 2 3 4 5
FLOOR PLAN NOTES AREA SUMMARYGRAPHIC LEGEND□1. SEE SHEET A-002 THRU A-004 FOR WALL CONSTRUCTION LEGEND. FIRE EXTINGUISHER CABINET (SEMI-
RECESSED) AND FIRE EXTINGUISHER
FIRE EXTINGUISHER BRACKET AND FIRE EXTINGUISHER
DSE DOWNSPOUT OF COVERED CANOPY WITH CAST IRON BOOT FOR TRANSITION TO STORMWATER PIPING, SEE ROOF PLAN
ROOM NAME ROOM NAME / NUMBER DESIGNATION 1ST FLOOR 18,526 SFFEC
| 101 |2. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @ 30‘-0" O.C. MAX. FE 2ND FLOOR 17,765 SF91 HOUR FIRE RATED WALL
DS PREFINISHED METAL DOWNSPOUT WITH CAST IRON BOOT, CONNECT TO STORM DRAIN PIPING, SEE CIVIL DRAWINGS AND ROOF PU\N FOR SIZE.
3. PROVIDE BLOCKING IN WALLS FOR CORNER GUARDS, TV BRACKETS, TOILET ACCESSORIES, AND OTHER WALL MOUNTED ITEMS. FOR WALLS WITH A/V EQUIPMENT AND OTHER WALL MOUNTED EQUIPMENT, BRACE WALL STUDS @ 3RD POINTS. HALF VALUE FOR COVERED MAIN ENTRY 64 SF□FDo FLOOR DRAIN, SEE PLUMBING2 HOUR FIRE RATED WALL
HALF VALUE FOR COVERED INSPECTION AREA 64 SF4. REFER TO WALL SECTIONS AND PLAN DETAILS FOR SPECIFIC WALL DIMENSIONS TO COLUMN LINE. ACCESS CONTROLLED DOOR W/ ELEC. DOOR HARDWARE
*SECURE AREA LIMITSIM ICE MAKER, CID TOTAL 36,419 SF5. SEE INTERIOR DRAWINGS FOR FURNITURE BEING PROVIDED AS PART OF CID.D EXISTING SECURE AREA LIMITS A SPIN DIAL COMBINATION LOCK DD1391 MAX SCOPE AREA = 36,436 SFM(2) TOO MICROWAVE OVENS (CID) STACKED
VERTICALLY, SEE CASEWORK ELEV.6. ALL SECURITY WALLS SHALL BE PAINTED FROM FLOOR SLAB TO DECK ABOVE, FULLY TAPE AND SEAL ALL SEAMS, PERIMETER AND ALL PENETRATIONS ON BOTH SIDES, U.N.O.. THIS SHALL INCLUDE BELOW ACCESS FLOOR AND ABOVE ACCESSIBLE CEILINGS, U.N.O. SEAL ALL PERIMETER JOINTS AND PENETRATIONS WITH ACOUSTICAL SEALANT OR FIRE RATED CAULK AT FIRE RATED CONSTRUCTION. ALL UTILITIES ARE TO BE INSTALLED IN FRANGIBLE PORTION OF WALL ASSEMBLY, U.N.O.
NEW WALL CONSTRUCTION, SEE WALL CONSTRUCTION LEGEND, SHEET A-002 THRU A-004 EXISTING WALL
EXISTING WALL TO REMAIN* F FUTURE ACCESS CONTROLLED DOOR WITH
GF/GI CARD READER (PROVIDE ELECTRIC DOOR HARDWARE AND ELECTRICAL ROUGH-IN, ADA SEE ELEC. FOR ADDITIONAL REQUIREMENTS)
ACCESS CONTROLLED ELEVATOR
S SINK, SEE PLUMBING
ACCESSIBLE FIXTURES7. REFER TO HVAC, PLUMBING, FIRE, ELECT. ENGINEERING DRAWINGS FOR SPECIFIC SECURITY WALL PENETRATION DETAILS AND REQUIREMENTS. EXISTING SECURE
AREA BOUNDARY(TÔT) DOOR NUMBER
\A-503J__ I-'[fi
DSmfi==B
EWC ELECTRIC WATER COOLER, SEE PLUMBING DRAWINGS ACCESSORY TAG (SEE A-401)
* E8. ALL SECURITY WALLS ARE STC RATED, ALL PENETRATIONS SHALL BE PROTECTED AND COMPLETELY SEALED (ALL AROUND) ON BOTH SIDES OF WALL ASSEMBLY. Ü.MS MOP SINK, SEE PLUMBING ®R REFRIGERATOR, CID EX.ws WALL SINK, SEE PLUMBING 09. SEE LIFE SAFETY DRAWINGS FOR FIRE RATED PARTITION LOCATIONS AND RATINGS. EQUIPMENT RACK (GF/GI)
0 TOY\A-50y
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j\A-313/
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KB KNOX BOX, RECESSEDEX. EXISTING DOORF2 EXISTING WALL
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A-110
ITBlUS Army Corps of Engineers ® Mobile District
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116
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3
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22
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1
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A-5024
A-5021
A-5022
A-5033
A-5031
A-5032
2A-313
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REAR (HOT)
FRONT (COLD)
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FRONT (COLD)
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101A
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FLOOR PLAN NOTES1. SEE SHEET A-002 THRU A-004 FOR WALL CONSTRUCTION LEGEND.
2. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @ 30'-0" O.C. MAX.
3. PROVIDE BLOCKING IN WALLS FOR CORNER GUARDS, TV BRACKETS, TOILET ACCESSORIES, AND OTHER WALL MOUNTED ITEMS. FOR WALLS WITH A/VEQUIPMENT AND OTHER WALL MOUNTED EQUIPMENT, BRACE WALL STUDS @ 3RD POINTS.
4. REFER TO WALL SECTIONS AND PLAN DETAILS FOR SPECIFIC WALL DIMENSIONS TO COLUMN LINE.
5. SEE INTERIOR DRAWINGS FOR FURNITURE BEING PROVIDED AS PART OF CID.
6. ALL SECURITY WALLS SHALL BE PAINTED FROM FLOOR SLAB TO DECK ABOVE, FULLY TAPE AND SEAL ALL SEAMS, PERIMETER AND ALL PENETRATIONSON BOTH SIDES, U.N.O.. THIS SHALL INCLUDE BELOW ACCESS FLOOR AND ABOVE ACCESSIBLE CEILINGS, U.N.O. SEAL ALL PERIMETER JOINTS ANDPENETRATIONS WITH ACOUSTICAL SEALANT OR FIRE RATED CAULK AT FIRE RATED CONSTRUCTION. ALL UTILITIES ARE TO BE INSTALLED IN FRANGIBLEPORTION OF WALL ASSEMBLY, U.N.O.
7. REFER TO HVAC, PLUMBING, FIRE, ELECT. ENGINEERING DRAWINGS FOR SPECIFIC SECURITY WALL PENETRATION DETAILS AND REQUIREMENTS.
8. ALL SECURITY WALLS ARE STC RATED, ALL PENETRATIONS SHALL BE PROTECTED AND COMPLETELY SEALED (ALL AROUND) ON BOTH SIDES OF WALLASSEMBLY.
9. SEE LIFE SAFETY DRAWINGS FOR FIRE RATED PARTITION LOCATIONS AND RATINGS.
10. EXTERIOR WALLS ADJACENT TO RECESSED SLABS FOR ACCESS FLOORING, PROVIDE SHEET MEMBRANE WATERPROOFING ON EXTERIOR SIDE OFSUBGRADE WALL. INTERIOR SUBGRADE WALL SHALL HAVE DOUBLE LAYER SHEET MEMEBRANE VAPOR BARRIER.
11. AT WALLS THAT HAVE FLAT PANEL VIDEO DISPLAYS, FPD (GF/GI), PROVIDE GALV. METAL STUDS AT SPACING AND GAUGE DETAILED ON TELECOMMDRAWINGS, WHICH DIFFER FROM SPACING AND GAUGE ON WALL CONSTRUCTION LEGEND (A-002 THRU A-004). SEE TELECOMM FOR FPD LOCATIONS.
GRAPHIC LEGENDROOM NAME / NUMBERDESIGNATION101
ROOM NAME
1 HOUR FIRE RATED WALL
DOOR NUMBER
WALL TYPE
101
FIRE EXTINGUISHER CABINET (SEMI-RECESSED) AND FIRE EXTINGUISHERFEC
FLOOR DRAIN, SEE PLUMBING
ACCESS CONTROLLED DOOR W/ ELEC.DOOR HARDWARE
KB KNOX BOX, RECESSED
DS PREFINISHED METAL DOWNSPOUTWITH CAST IRON BOOT, CONNECT TOSTORM DRAIN PIPING, SEE CIVILDRAWINGS AND ROOF PLAN FOR SIZE.
R REFRIGERATOR, CID
S SINK, SEE PLUMBING
NEW WALL CONSTRUCTION, SEEWALL CONSTRUCTION LEGEND,SHEET A-002 THRU A-004EXISTING WALL
EWC ELECTRIC WATER COOLER, SEEPLUMBING DRAWINGS
FD
SECURE AREA LIMITS
SPIN DIAL COMBINATION LOCKEXISTING SECURE AREA LIMITS
ADA ACCESSIBLE FIXTURES
#EQUIPMENT RACK (GF/GI)R
FUTURE ACCESS CONTROLLED DOOR WITHGF/GI CARD READER (PROVIDE ELECTRICDOOR HARDWARE AND ELECTRICAL ROUGH-IN,SEE ELEC. FOR ADDITIONAL REQUIREMENTS)
F
DPDEMOUNTABLE PARTITION, SEE CID
2 HOUR FIRE RATED WALL
*
*
FIRE EXTINGUISHER BRACKET ANDFIRE EXTINGUISHER
FE
FR FREEZER, CID
MS MOP SINK, SEE PLUMBING
DSE DOWNSPOUT OF COVERED CANOPY WITHCAST IRON BOOT FOR TRANSITION TOSTORMWATER PIPING, SEE ROOF PLAN
IM ICE MAKER, CID
M(2) TWO MICROWAVE OVENS (CID) STACKEDVERTICALLY, SEE CASEWORK ELEV.
ACCESSORY TAG (SEE A-401)
LV1 CURTAIN WALL / LOUVER TYPE, REFERTO ELEVATIONS.
ACCESS FLOOR
XWS WALL SINK, SEE PLUMBING
ACCESS CONTROLLED ELEVATORE*
EX. EXISTING DOOR
AREA SUMMARY1ST FLOOR 18,526 SF
2ND FLOOR 17,765 SF
HALF VALUE FOR COVERED MAIN ENTRY 64 SF
HALF VALUE FOR COVERED INSPECTION AREA 64 SF
TOTAL 36,419 SFDD1391 MAX SCOPE AREA = 36,436 SF
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
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2 SEE SHEET A-002 THRU A-004 WALL CONSTRUCTION LEGEND FOR WALL TYPE DESCRIPTIONS.
3. ALL DIMENSIONS ARE FROM FACE OF CMU, FACE OF STUD, OR WHERE APPLICABLE, COLUMN GRIDLINE.
4. DOOR FRAMES ARE TYPICALLY 4" FROM ADJACENT CORNER UNLESS NOTED OTHERWISE.
5. PROVIDED GYPSUM WALL BOARD CONTROL JOINTS AT 30‘-0" MAX. PROVIDE RATED JOINT ASSEMBLY AT FIRE AND STC RATED WALLS.
D
C
B
A
1 2 3 4 5
3'-2
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L
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TT
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41’-8
"
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21’-4
"21
’-8"
12'-2
"30
'-10"
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|2'-8
"^3'
-4"
17-4
1/2"
\MAR
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22" x
34"
DES
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FILE
NAM
E:
A111
ES13
.DW
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3P
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8 FE
B. 2
017
I PLO
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ALE:
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U.S
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MO
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W91
278-
17-R
-001
0IC
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BY
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WAL
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FY16
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017
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UP
1. REFER TO WALL SECTIONS AND PLAN DETAILS FOR SPECIFIC WALL DIMENSIONS TO COLUMNGRID LINES AND EXISTING CONSTRUCTION.
2. SEE SHEET A-002 THRU A-004 WALL CONSTRUCTION LEGEND FOR WALL TYPE DESCRIPTIONS.
3. ALL DIMENSIONS ARE FROM FACE OF CMU, FACE OF STUD, OR WHERE APPLICABLE, COLUMNGRIDLINE.
4. DOOR FRAMES ARE TYPICALLY 4" FROM ADJACENT CORNER UNLESS NOTED OTHERWISE.
5. PROVIDED GYPSUM WALL BOARD CONTROL JOINTS AT 30'-0" MAX. PROVIDE RATED JOINTASSEMBLY AT FIRE AND STC RATED WALLS.
DIMENSION PLAN NOTES
LOBBY101
SECU
RE L
OBB
Y10
2
STAIR 1103
ELEV.104
ELEV. EQUIP.105
JANITOR106
CORRIDOR107
CLASSROOM(CR-1)
108CR
CO
MM
110
9
CLASSROOM(CR-2)
110
CLASSROOM(CR-3)
111
CR C
OM
M 2
112
CLASSROOM(CR-4)
113
LAB NET/TRAINING PROD.
SYS.114
SECURESTORAGE
115
INSTRUCTORCONFERENCE
116BREAK ROOM
117
WOMEN'S118
MEN'S119
ELECTRICALROOM
120
MECHANICALROOM
121
COMM LABSERVER
123
CORR
IDO
R12
2
STAIR 2124
24'-8
"9'-
4"12
'-0"
2'-2"
24'-8
"
11'-3 5/8"
9'-4"
12'-0
"2'-
2"14
'-6 7/
8"23
'-11 1
/8"
9'-2 5/8"
209'-4"
23'-4
1/2"
1 2 3 4 5 6 7 8
B
C
D
E
91'-4
"
4'-8"
28'-7 5/8" 5'-5" 28'-1" 28'-6" 5'-5" 28'-1" 28'-5 3/4" 5'-5"
1'-3 5/8"63'-4" 13'-2" 19'-3" 13'-8" 14'-1" 16'-5 5/8" 31'-11 5/8" 9'-5 1/8" 26'-0"
1'-3 5
/8"54
'-11 1
5/16"
2'-9 5
/8"
6'-3 3
/4"20
'-7 1/
2"1'-
3 5/8"
1'-3 5
/8"74
'-8 3/
8"10
'-8"
8"
8'-8"
A
3'-1"
5'-10
"1'-
3 5/8"
7'-3 7
/8"7'-
3"9'-
4"6'-
0"10
'-11 1
/2"7'-
8 1/2"
6'-4" 21'-4"
6'-8"
11'-11 5/8"
CLEA
R
6'-0"
1'-3 5/8"
1'-3 5/8"
35'-8"
41'-8
"8'-
0"41
'-8"
3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 21'-4" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 8'-7" 11'-4" 2'-9" 19'-4" 3'-4"
17'-4
1/2"
3'-4"
2'-8"
2'-0"
91'-4
"
3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 21'-4" 3'-4" 19'-4" 22'-8" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4"
2'-0" 10'-0"
2'-0"
3'-4" 11'-4" 3'-4" 4'-8" 12'-0" 3'-10" 3'-6" 3'-4" 6'-0" 6'-4" 7'-0" 3'-4" 12'-8" 3'-4" 3'-4" 3'-4"
8"
3'-4" 15'-4"
2'-0"
2'-0"
2'-0"
2'-0" 15'-4" 2'-0"
1'-11
"3'-
6"
6'-0" 16'-10 1/8" 5'-7 7/8" 5'-5" 5'-8" 16'-10 1/8" 5'-6 7/8" 6'-0" 16'-10 1/8" 5'-7 7/8" 5'-5" 5'-8" 16'-10 1/8" 5'-6 7/8" 25'-4 3/4" 3'-1" 5'-5" 28'-9 3/4" 1'-3 5/8"
5'-8"
3'-2"
A-4012
3'-2"
3'-2"
2'-9 5
/8"
2'-9 5
/8"
FA ROOM126
21'-2
5/8"
20'-2
1/8"
20'-6
3/8"
10 7/
8"
1'-3 5/8" 3'-8 7/8"
14'-7"
3'-5 3/8"
5'-4 1/8"
1'-5 11/16"
TYP.
2 3/8"
2'-8"
A-1112
8'-1 1
/4"3'-
9"
4 1/8"4 1/2"4 1/8"4 1/8" 4 3/8"3 7/8"
17'-3"
5'-7 1
/8"4'-
2 3/16
"1'-
1 3/4"
4'-2 1
/4"1'-
1 3/4"
4'-2 3
/16"
1 3/16
"
5 9/16
"
18'-8
"6'-
0"
1/4"
21'-0" 28'-6" 33'-6" 33'-6" 28'-6" 33'-11" 29'-1"
30'-1
0"12
'-2"
21'-8
"21
'-4"
TYP.
1'-3 5/8"
7 3/4"
3'-4" 4'-9" 1'-3 5/8"
D
1'-1 3/4" 4'-2 1/4" 1'-1 3/4" 4'-2 1/4" 1'-1 3/4" 4'-2 1/4" 1'-1 3/4"
17'-1 5/8"
3'-2"
2'-9 5
/8"
TYPI
CAL
2 3/8"
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
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RPS
OF
ENG
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RSDE
SIG
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BY:
BULL
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909
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N BY
:
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PLO
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SIZE
:
CKD
BY:
PLO
T DA
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DATE
:
SOLI
CITA
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N NO
.:
CONT
RACT
NO
.:
PRO
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NUM
BER:
FILE
NAM
E:M
ARK
DESC
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DATE
APPR
1:1
22"
x 34
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201
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FEBR
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8, 2
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A111
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0
-
1/8" = 1'-0"A-111
1 FIRST FLOOR DIMENSION PLANPLAN
NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
1/2" = 1'-0"A-111
2 TYPICAL CORRIDOR WALL RECESS ENLARGED PLAN
SHEETIDENTIFICATIONA-112
ES3US Army Corps of Engineers ® Mobile District
1 2 3 4 5
FLOOR PLAN NOTES GRAPHIC LEGEND□1. SEE SHEET A-002 THRU A-004 FOR WALL CONSTRUCTION LEGEND. FIRE EXTINGUISHER CABINET (SEMI-
RECESSED) AND FIRE EXTINGUISHER
FIRE EXTINGUISHER BRACKET AND FIRE EXTINGUISHER
DSE DOWNSPOUT OF COVERED CANOPY WITH CAST IRON BOOT FOR TRANSITION TO STORMWATER PIPING, SEE ROOF PLAN
ROOM NAME ROOM NAME / NUMBER DESIGNATION
FEC| 101 |
2. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @ 30‘-0" O.C. MAX. FE91 HOUR FIRE RATED WALL
PREFINISHED METAL DOWNSPOUT WITH CAST IRON BOOT, CONNECT TO STORM DRAIN PIPING, SEE CIVIL DRAWINGS AND ROOF PLAN FOR SIZE.
DS3. PROVIDE BLOCKING IN WALLS FOR CORNER GUARDS, TV BRACKETS, TOILET ACCESSORIES, AND OTHER WALL MOUNTED ITEMS. FOR WALLS WITH A/V EQUIPMENT AND OTHER WALL MOUNTED EQUIPMENT, BRACE WALL STUDS @ 3RD POINTS. □
FD ° FLOOR DRAIN, SEE PLUMBING2 HOUR FIRE RATED WALL
4. REFER TO WALL SECTIONS AND PU\N DETAILS FOR SPECIFIC WALL DIMENSIONS TO COLUMN LINE. ACCESS CONTROLLED DOOR W/ ELEC. DOOR HARDWARE
*SECURE AREA LIMITSIM ICE MAKER, CID5. SEE INTERIOR DRAWINGS FOR FURNITURE BEING PROVIDED AS PART OF CID.D EXISTING SECURE AREA LIMITS A SPIN DIAL COMBINATION LOCK M(2) TOO MICROWAVE OVENS (CID) STACKED
VERTICALLY, SEE CASEWORK ELEV.6. ALL SECURITY WALLS SHALL BE PAINTED FROM FLOOR SLAB TO DECK ABOVE, FULLY TAPE AND SEAL ALL SEAMS, PERIMETER AND ALL PENETRATIONS ON BOTH SIDES, U.N.O.. THIS SHALL INCLUDE BELOW ACCESS FLOOR AND ABOVE ACCESSIBLE CEILINGS, U.N.O. SEAL ALL PERIMETER JOINTS AND PENETRATIONS WITH ACOUSTICAL SEALANT OR FIRE RATED CAULK AT FIRE RATED CONSTRUCTION. ALL UTILITIES ARE TO BE INSTALLED IN FRANGIBLE PORTION OF WALL ASSEMBLY, U.N.O.
NEW WALL CONSTRUCTION, SEE WALL CONSTRUCTION LEGEND, SHEET A-002 THRU A-004
EXISTING WALL
* F FUTURE ACCESS CONTROLLED DOOR WITHS SINK, SEE PLUMBINGGF/GI CARD READER (PROVIDE ELECTRIC
DOOR HARDWARE AND ELECTRICAL ROUGH-IN, ADA SEE ELEC. FOR ADDITIONAL REQUIREMENTS)
EXISTING ROOF TO REMAINACCESSIBLE FIXTURES7. REFER TO HVAC, PLUMBING, FIRE, ELECT. ENGINEERING DRAWINGS FOR SPECIFIC SECURITY WALL PENETRATION DETAILS AND REQUIREMENTS.
DOOR NUMBER EWC ELECTRIC WATER COOLER, SEE PLUMBING DRAWINGS
ACCESSORY TAG (SEE A-401)
* E ACCESS CONTROLLED ELEVATOR8. ALL SECURITY WALLS ARE STC RATED, ALL PENETRATIONS SHALL BE PROTECTED AND COMPLETELY SEALED (ALL AROUND) ON BOTH SIDES OF WALL ASSEMBLY.
MS MOP SINK, SEE PLUMBING
R REFRIGERATOR, CIDWS WALL SINK, SEE PLUMBING 09. SEE LIFE SAFETY DRAWINGS FOR FIRE RATED PARTITION LOCATIONS AND RATINGS. EQUIPMENT RACK (GF/GI)
0 WALL TYPE FR FREEZER, CID10. EXTERIOR WALLS ADJACENT TO RECESSED SLABS FOR ACCESS FLOORING, PROVIDE SHEET MEMBRANE WATERPROOFING ON EXTERIOR SIDE OF SUBGRADE WALL. INTERIOR SUBGRADE WALL SHALL HAVE DOUBLE LAYER SHEET MEMEBRANE VAPOR BARRIER. DEMOUNTABLE PARTITION, SEE CID
[_] DPACCESS FLOOR CURTAIN WALL / LOUVER TYPE, REFER TO ELEVATIONS.
LV111. AT WALLS THAT HAVE FLAT PANEL VIDEO DISPLAYS, FPD (GF/GI), PROVIDE GALV. METAL STUDS AT SPACING AND GAUGE DETAILED ON TELECOMM DRAWINGS, WHICH DIFFER FROM SPACING AND GAUGE ON WALL CONSTRUCTION LEGEND (A-002 THRU A-004). SEE TELECOMM FOR FPD LOCATIONS.
KB KNOX BOX, RECESSEDEX. EXISTING DOOR
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CR COMM 3208
CLASSROOM(CR-6)
209
CLASSROOM(CR-7)
210
CR COMM 4211
CLASSROOM(CR-8)
212
CLASSROOM(CR-9)
213
CR COMM 5214 CAU
215B
STAIR 2216
2A-201
1A-201
2A-202
1A-302
2A-301
CAU217A
WOMEN'S218
MEN'S219 ELECT.
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207
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* * ** * * * * * * *F F F F F F F F F F F * F * F
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A-504
FLOOR PLAN NOTES1. SEE SHEET A-002 THRU A-004 FOR WALL CONSTRUCTION LEGEND.
2. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @ 30'-0" O.C. MAX.
3. PROVIDE BLOCKING IN WALLS FOR CORNER GUARDS, TV BRACKETS, TOILET ACCESSORIES, AND OTHER WALL MOUNTED ITEMS. FOR WALLS WITH A/VEQUIPMENT AND OTHER WALL MOUNTED EQUIPMENT, BRACE WALL STUDS @ 3RD POINTS.
4. REFER TO WALL SECTIONS AND PLAN DETAILS FOR SPECIFIC WALL DIMENSIONS TO COLUMN LINE.
5. SEE INTERIOR DRAWINGS FOR FURNITURE BEING PROVIDED AS PART OF CID.
6. ALL SECURITY WALLS SHALL BE PAINTED FROM FLOOR SLAB TO DECK ABOVE, FULLY TAPE AND SEAL ALL SEAMS, PERIMETER AND ALL PENETRATIONSON BOTH SIDES, U.N.O.. THIS SHALL INCLUDE BELOW ACCESS FLOOR AND ABOVE ACCESSIBLE CEILINGS, U.N.O. SEAL ALL PERIMETER JOINTS ANDPENETRATIONS WITH ACOUSTICAL SEALANT OR FIRE RATED CAULK AT FIRE RATED CONSTRUCTION. ALL UTILITIES ARE TO BE INSTALLED IN FRANGIBLEPORTION OF WALL ASSEMBLY, U.N.O.
7. REFER TO HVAC, PLUMBING, FIRE, ELECT. ENGINEERING DRAWINGS FOR SPECIFIC SECURITY WALL PENETRATION DETAILS AND REQUIREMENTS.
8. ALL SECURITY WALLS ARE STC RATED, ALL PENETRATIONS SHALL BE PROTECTED AND COMPLETELY SEALED (ALL AROUND) ON BOTH SIDES OF WALLASSEMBLY.
9. SEE LIFE SAFETY DRAWINGS FOR FIRE RATED PARTITION LOCATIONS AND RATINGS.
10. EXTERIOR WALLS ADJACENT TO RECESSED SLABS FOR ACCESS FLOORING, PROVIDE SHEET MEMBRANE WATERPROOFING ON EXTERIOR SIDE OFSUBGRADE WALL. INTERIOR SUBGRADE WALL SHALL HAVE DOUBLE LAYER SHEET MEMEBRANE VAPOR BARRIER.
11. AT WALLS THAT HAVE FLAT PANEL VIDEO DISPLAYS, FPD (GF/GI), PROVIDE GALV. METAL STUDS AT SPACING AND GAUGE DETAILED ON TELECOMMDRAWINGS, WHICH DIFFER FROM SPACING AND GAUGE ON WALL CONSTRUCTION LEGEND (A-002 THRU A-004). SEE TELECOMM FOR FPD LOCATIONS.
GRAPHIC LEGENDROOM NAME / NUMBERDESIGNATION101
ROOM NAME
1 HOUR FIRE RATED WALL
DOOR NUMBER
WALL TYPE
101
FIRE EXTINGUISHER CABINET (SEMI-RECESSED) AND FIRE EXTINGUISHERFEC
FLOOR DRAIN, SEE PLUMBING
ACCESS CONTROLLED DOOR W/ ELEC.DOOR HARDWARE
KB KNOX BOX, RECESSED
DS PREFINISHED METAL DOWNSPOUTWITH CAST IRON BOOT, CONNECT TOSTORM DRAIN PIPING, SEE CIVILDRAWINGS AND ROOF PLAN FOR SIZE.
R REFRIGERATOR, CID
S SINK, SEE PLUMBING
NEW WALL CONSTRUCTION, SEEWALL CONSTRUCTION LEGEND,SHEET A-002 THRU A-004EXISTING WALL
EWC ELECTRIC WATER COOLER, SEEPLUMBING DRAWINGS
FD
SECURE AREA LIMITS
SPIN DIAL COMBINATION LOCKEXISTING SECURE AREA LIMITS
ADA ACCESSIBLE FIXTURES
#EQUIPMENT RACK (GF/GI)R
FUTURE ACCESS CONTROLLED DOOR WITHGF/GI CARD READER (PROVIDE ELECTRICDOOR HARDWARE AND ELECTRICAL ROUGH-IN,SEE ELEC. FOR ADDITIONAL REQUIREMENTS)
F
DPDEMOUNTABLE PARTITION, SEE CID
2 HOUR FIRE RATED WALL
*
*
FIRE EXTINGUISHER BRACKET ANDFIRE EXTINGUISHER
FE
FR FREEZER, CID
MS MOP SINK, SEE PLUMBING
DSE DOWNSPOUT OF COVERED CANOPY WITHCAST IRON BOOT FOR TRANSITION TOSTORMWATER PIPING, SEE ROOF PLAN
IM ICE MAKER, CID
M(2) TWO MICROWAVE OVENS (CID) STACKEDVERTICALLY, SEE CASEWORK ELEV.
ACCESSORY TAG (SEE A-401)
LV1 CURTAIN WALL / LOUVER TYPE, REFERTO ELEVATIONS.
ACCESS FLOOR
XWS WALL SINK, SEE PLUMBING
ACCESS CONTROLLED ELEVATORE*
EX. EXISTING DOOR
1/8" = 1'-0"A-112
1 SECOND FLOOR PLANPLAN
NORTHSCALE: 1/8" = 1'-0"
0 4' 8' 16'
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-112
SECO
ND F
LOO
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AN
B. M
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T.W
ALLI
SB.
MAG
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BTA
FEBR
UARY
8, 2
017
A112
ES13
.DW
G
W91
278-
17-R
-001
0
-
TYP.
TYP.
CLASSROOM “t-(CR-5)
12071
16'-10 1/8"
ÎV
■1'-3 5/8"
STAIR 1DN
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8'-8"<9CO
ELEV.
CLOSET
| 204
£7-11 1/4"
jhl v
PÏÏZÎV
11-5 7/8"14'-9 1/2"
CAUVi lAj~5 7) CONFERENCE
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52ELECT.
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JLACTATION RM.
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CLASSROOM ----- (CR-6)
| 209 |
CLASSROOM ----- (CR-7)
Hioi
CLASSROOM ----- (CR-8)
I 2T2 |
CLASSROOM - (CR-9)
CAU
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5?o § O CMCDOCM oo o Ql01 01 oo o
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5‘-7 7/8" 5‘-5" 5'-8" 16'-101/8" 5-6 7/8" 6'-0" 16'-10 1/8" 5-7 7/8" 5'-5" 5'-8" 16'-101/8" 5-6 7/8" 6'-0" 16-915/16" 5-7 7/8" 5'-5" 28'-9 3/4" -r-3 5/8"
b?
Jot11CM I- ETV1C
CORRIDOR
I 206 I ______________________TYP.SIM.
MEN’S
f2Î9lWOMEN’S
CAU
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SECOND FLOOR DIMENSION PLANSCALE: 1/8"= 1'-0"1/8" = 1'-0"
CO
5?10’-2" 4’-0" 5’-2" CM
21’-4" 3’-4" 19’-4" 3’-4" 19’-4" 3’-4" 19’-4" 3’-4" 19’-4" 3’-4"
I
5 633’-6" 28’-6" 33-11” 29'-1"
209'-4" 1 1
21’-4" 3’-4" 19’-4" 3’-4" 19’-4" 3’-4" 19’-4- 19’-4"
A
5’-5" 5’-5' 5’-5'28'-1" 28’-6" 28'-1" 28-5 3/4" 28’-9 3/4"
3-4" 19-4" 3-4" 19-4"
MULTIPURPOSE BREAK OUT
| 203 |
rr 10’-8" 9’-41/4" 28'-6"
3’-4" 19’-4" 3’-4" 19’-4" 3’-4" 19’-4" 3’-4" 19’-4" 3’-4"
1 2 3 42T-0" 28’-6" 33’-6"
SHEETIDENTIFICATION
A-113
DIMENSION PLAN NOTES1. REFER TO WALL SECTIONS AND PU\N DETAILS FOR SPECIFIC WALL DIMENSIONS TO COLUMN GRID LINES AND EXISTING CONSTRUCTION.
2. SEE SHEET A-002 THRU A-004 WALL CONSTRUCTION LEGEND FOR WALL TYPE DESCRIPTIONS.
3. ALL DIMENSIONS ARE FROM FACE OF CMU, FACE OF STUD, OR WHERE APPLICABLE, COLUMN GRIDLINE.
4. DOOR FRAMES ARE TYPICALLY 4" FROM ADJACENT CORNER UNLESS NOTED OTHERWISE.
5. PROVIDED GYPSUM WALL BOARD CONTROL JOINTS AT 30’-0" MAX. PROVIDE RATED JOINT ASSEMBLY AT FIRE AND STC RATED WALLS.
ITE1
US Army Corps of Engineers ® Mobile District
D
C
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A
1 2 3 4 5
64-7
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7 5/
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34"
FILE
NAM
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A113
ES13
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G
BULL
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ASS
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S
909
E. C
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-001
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.MA
GG
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BY
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LIS
FY16
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ION
TO
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FAC
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HU
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017
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6'-0"
SECU
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2
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MULTIPURPOSEBREAK OUT
203
CLOSET204
LACTATION RM.205
CORRIDOR206
CR C
OM
M 3
208
CLASSROOM(CR-6)
209
CLASSROOM(CR-7)
210
CR C
OM
M 4
211
CLASSROOM(CR-8)
212
CLASSROOM(CR-9)
213
CR C
OM
M 5
214
CAU215B
STAIR 2216
CAU217A
WOMEN'S218
MEN'S219 BREAKROOM
220
ELECT.221 MECH.
222
ELEV.
CLASSROOM(CR-5)
207
HC
1 2 3 4 5 6 7 8
B
C
D
E
3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 21'-4" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4"
2'-0"
1'-3 5/8"
10'-8" 9'-4 1/4" 28'-6" 5'-5" 28'-1" 28'-6" 5'-5" 28'-1" 28'-5 3/4" 5'-5" 28'-9 3/4" 1'-3 5/8"
13'-8" 14'-1" 18'-6" 7'-9" 22'-6 5/8" 9'-0 3/4" 26'-0"
1'-3 5
/8"54
'-7 9/
16"
3'-2"
6'-1 1
/4"
1'-3 5
/8"62
'-0"
12'-8
3/8"
10'-8
"8"
CAUCONFERENCE
215A
A
12'-1
0"
11'-5 7/8"
9'-4"
6'-8"
8'-8"
7'-8 3
/8"24
'-8"
41'-7
1/2"
8'-0 1
/2"41
'-8"
91'-4
"
16'-10 1/8" 5'-7 7/8" 5'-5" 5'-8" 16'-10 1/8" 5'-6 7/8" 6'-0" 16'-10 1/8" 5'-7 7/8" 5'-5" 5'-8" 16'-10 1/8" 5'-6 7/8" 6'-0" 16'-9 15/16" 5'-7 7/8" 5'-5" 28'-9 3/4" 1'-3 5/8"
3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 19'-4" 3'-4" 21'-4" 3'-4" 3'-4" 19'-4" 3'-4"
4'-0"
1'-3 5
/8"20
'-10"
3'-6"
2'-0"
2'-0"
2'-0"
12'-6" A-4012
3'-1 7/8"
4'-2 3
/16"
1'-1 3
/4"
4'-2 1
/4"
1'-1 3
/4"
4'-2"
5'-7 5
/16"
3'-5 3/8" 26'-0"
3'-2"
3'-2"
3'-2"
SIM.
SUPER217B
CO217C
209'-4"
10'-1
"
91'-4
"
14'-9 1/2"
TYP.
2 3/8"
2'-8"
6'-0"
19'-4" 3'-4" 19'-4" 3'-4" 19'-4"
5'-2"10'-2"
7'-11 1/4"
30'-1
0"12
'-2"
21'-8
"21
'-4"
21'-0" 28'-6" 33'-6" 33'-6" 28'-6" 33'-11" 29'-1"
A-1112TYP.
SIM.
1. REFER TO WALL SECTIONS AND PLAN DETAILS FOR SPECIFIC WALL DIMENSIONS TO COLUMNGRID LINES AND EXISTING CONSTRUCTION.
2. SEE SHEET A-002 THRU A-004 WALL CONSTRUCTION LEGEND FOR WALL TYPE DESCRIPTIONS.
3. ALL DIMENSIONS ARE FROM FACE OF CMU, FACE OF STUD, OR WHERE APPLICABLE, COLUMNGRIDLINE.
4. DOOR FRAMES ARE TYPICALLY 4" FROM ADJACENT CORNER UNLESS NOTED OTHERWISE.
5. PROVIDED GYPSUM WALL BOARD CONTROL JOINTS AT 30'-0" MAX. PROVIDE RATED JOINTASSEMBLY AT FIRE AND STC RATED WALLS.
DIMENSION PLAN NOTES
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-113
SECO
ND F
LOO
R DI
MEN
SIO
N PL
AN
B. M
AGG
IORE
T.W
ALLI
SB.
MAG
GIO
RE
BTA
FEBR
UARY
8, 2
017
A113
ES13
.DW
G
W91
278-
17-R
-001
0
-
1/8" = 1'-0"A-113
1 SECOND FLOOR DIMENSION PLANSCALE: 1/8" = 1'-0"
0 4' 8' 16'PLANNORTH
Y Y
\////\
r idD
\A-114/ O 6" BOLLARD, PAINTED, SEE CIVIL
%%* 5 ©n 7 / boii i— EQUIPMENT CURB, EDGE OF CONC. 6"
:=========ll==4=== FROM EDGE OF EQUIPMENT (TYP).== /:TT: 1||= = = = = = : / /
^A-114^
/T7 I---------- ---------- 1Jl
l///:w. /°?ii 1/£ /f //
{ / %L44-o; 4'-0" j 2'-0 3/8
ED—’' * IF =3F *4ô ô ô 6--/
CNJ/II "TT- 4: = = #:
^INTERMEDIATE*2 1/2" GALV. METaL/' FENCE POST SET IN-,''12" DIA. X 24" DEEP;-'. <d MIN. CONCRETE»'.',/' ^ FOOTING....................
3F T0
ii \ l— 4" X 4" GALVANIZED STEEL TUBE POST SET 8" INTO FOOTING
PAINT WITH HIGH PERFORMANCE COATING SYSTEM (HPCS)3 :.i\0 !: •. VII
Î!!
ii j— EQUIPMENT CURB, EDGE OF CONC. 6" :--------IT!—FROM EDGE OF EQUIPMENT (TYP).r-4A
==-i=====**======: = :::: = : •v •. v4
JJe
V A-114 J{ ■: <rs0'-'-:- -v. sCHILLER ii injirin in«C
is 6" X 6" X 1/4" GALVANIZED METAL CONCRETE ANCHOR PLATE. BOLT TO CONCRETE *
CURB AS REQUIRED PER MANUFACTURERS
REQUIREMENTS
4£3
: = = #:r=r • >
3 ■. ■
A!! EQUIPMENT !! DISCONNET
SWITCH (TYP.), SEE ELECTRICAL
3 CDCD o o
•iiii » .«■
0 *s!GALVANIZED METAL FENCE RAIL, SEE 4/A-114. ii nÏÏ
!!!EQUIPMENT CURB, EDGE OF CONC. 6" FROM EDGE OF EQUIPMENT (TYP/""-if ■fr ill. S'i. Y
HI{V A-114 J
'JlIIii
J-1 1/2"ii •:
7 70f<xGD« *2 1/2" GALVANIZED -
STEEL EYE TOP
- 2 1/2" GALVANIZED - STEEL FENCE TOP RAIL
• •;ii .lir•'ll! if
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sii ii SWITCHBOARD.'/'. EMERGENCY,/ V SEE ELEC/’--' /•' ••
n•if— CHILLED WATER
RETURN, SEE MECH.n .!(
8 x 8 x 16 NOMINAL-----------SPLITFACE CMU, GROUT FILLED, SEE STRUCTURAL. PAINTED BOTH SIDES
■Ï
CJ5/ Jl /-:
\A-114/ ■ -,
> >II
> • >V Jl— CHILLED WATER
SUPPLY, SEE MECH.II Si >— MAIN CIRCUIT''
BREAKER-';-'. EMERGENCY,'. -."Y'
SEE ELEC.;
CHAIN LNK.FENCE- ENCLOSUkE, 12' hiGh
Y=====i====== >|l==£S' is-.
ii Tl>/* y
=| | |==| | |==|1'jlII >= >
VT «-Hr1 >Ji=L&-!! > Ot '•»
\A-114/Yii11
MAIN CIRCUIT,. BREAKER, SEE ELEC.
FIRST FLOOR ^1 Wm. ^SsrJ'vBlSr-lialn#f
;u;-^1
:
7Xtl I 1= =111: :| 11=111GAS METER AND-------- 1
REGULATOR, SEE PLUMBING
,"V...8'-0"//•10'-4V ___10'-4=—r
•• •;. - 'PLAN. • .’’ NORTH
V A-114 J V A-114 J
ITE1|nyvi^\
via
I DES
IGN
ED B
Y:
|b. M
AG
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RE
EQUIPMENT YARD
CHILLER
CHILLER
CHILLER
TRANSFORMER
A2
10'-4" 8'-0" 10'-4"
66'-0
"
GRAVEL, SEE CIVIL
GRAVEL, SEE CIVIL
10"
10"
CONCRETE CURB,SEE STRUCTURAL
CONCRETE CURB, SEESTRUCTURAL FOR DETAIL AND CIVILFOR TOP OF CURB ELEVATION
CHAIN LINK FENCEENCLOSURE, 12' HIGH
G2
G3
G4
G1
5'-11
"8'-
0"8'-
6"8'-
0"8'-
5"8'-
0"19
'-2"
4
A-114
GALVANIZED CHAIN LINKCOVER (TYP).
2 1/2" GALVANIZED FENCE POSTS ANDRAIL AT INTERIOR SUPPORTS (TYP).
EQUIPMENT CURB, EDGE OF CONC. 6"FROM EDGE OF EQUIPMENT (TYP).
EQUIPMENT CURB, EDGE OF CONC. 6"FROM EDGE OF EQUIPMENT (TYP).
EQUIPMENT CURB, EDGE OF CONC. 6"FROM EDGE OF EQUIPMENT (TYP).
EQUIPMENT CURB, EDGE OF CONC. 6"FROM EDGE OF EQUIPMENT (TYP).
CONCRETESIDEWALK, SEE CIVIL
GALVANIZED METAL FENCE RAIL,SEE 4/A-114.
2 1/2" GALVANIZED FENCEPOSTS AT CORNERS (TYP).
SWITCHBOARDEMERGENCY,SEE ELEC.
MAIN CIRCUITBREAKEREMERGENCY,SEE ELEC.
MAIN CIRCUITBREAKER, SEE ELEC.
GAS METER ANDREGULATOR, SEEPLUMBING
CHILLED WATERRETURN, SEE MECH.
CHILLED WATERSUPPLY, SEE MECH.
INTERMEDIATE2 1/2" GALV. METALFENCE POST SET IN12" DIA. X 24" DEEPMIN. CONCRETEFOOTING
EQUIPMENTDISCONNET
SWITCH (TYP.),SEE ELECTRICAL
GENERAL NOTES1. EXTERIOR STEEL GATE JAMB TUBES AND ANGLES AT DUMPSTERENCLOSURE WALLS SHALL BE PAINTED WITH HIGH PERFORMANCE COATINGSYSTEM (HPCS).
2. PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THE WALL AT AHEIGHT OF APPROXIMATELY 48”. COMPONENTS IN OR ON THE WALL ABOVEOR BELOW THIS PLANE MAY NOT BE IDENTIFIED IN THIS PLAN VIEW. SEEELEVATION VIEWS FOR IDENTIFICATION OF ALL WALL COMPONENTS ANDOPENINGS.
8" SPLITFACE CMU,PAINTED BOTH SIDES
B
PREFINISHED ALUMINUMLOUVERED GATE
12'-8
"
17'-4"
H
H
H
BBB
B B
DUMPSTER, GF/GI
3A-114
EDGE OF CONCRETE SLAB,SEE STRUCTURAL
G5
A-1145
LINE OF CONCRETEAPRON, SEE CIVIL
21'-0"
2'-0 3/8" 4'-0" 4'-0" 4'-0" 2'-0 3/8"
2'-0"
8"
GRAPHIC LEGEND
6" BOLLARD, PAINTED, SEE CIVILB
SPLITFACE CMU VENEER, PAINTED
CONCRETE CURB
GALVANIZED STEEL FENCE POST
GALVANIZED STEEL FENCE RAIL OVERHEAD
8'-0"
8 x 8 x 16 NOMINALSPLITFACE CMU, GROUTFILLED, SEE STRUCTURAL.PAINTED BOTH SIDES
APPROXIMATE LINE OFGRADE, SEE CIVIL
CONCRETEFOOTING, SEESTRUCTURAL
PRECAST CONCRETECOPING
10"
1 3/16" 1 3/16"
4"2 1
/2"1 1
/2"
DRIP, TYPICAL EACHSIDE
CONTINUOUS THRU WALLFLASHING UNDER COPING,SEAL AROUND DOWELPENETRATIONS
STAINLESS STEEL DOWELANCHOR, 48" O.C., MIN. 2PER COPING CAP, GROUTMASONRY CELL SOLID
7"1 1/2" 1 1/2"
4"CONCRETE SLAB,SEE CIVIL
FIRST FLOOR0"
CONCRETE CURB, SEESTRUCTURAL FOR DETAILS
2 1/2" GALVANIZEDSTEEL EYE TOP
2 1/2" GALVANIZED STEELFENCE RAIL POST
GRAVEL BED WITH WEEDCLOTH, SEE CIVIL
GALVANIZED CHAIN LINKFENCE
2 1/2" GALVANIZEDSTEEL FENCE TOP RAIL
2 1/2" GALVANIZED STEELFENCE TOP RAIL
11'-9
3/8"
3" X 3" x 3/16"GALVANIZED STEEL
ANGLE WITH 1/2"EXPANSION ANCHOR
INTO CMU VENEER
6
A-114
GALVANIZED METAL ANCHORPLATE, SEE 6 /A-114
5 1/4"
EDGE OF CMUVENEER WALL
SEE CIVIL FOR TOP OFCURB ELEVATIONS
VARIESSEE CIVIL
EDGE OF CONCRETE SLAB, SEE CIVIL
(4) 3" X 3" X 5/16" GALVANIZED METAL ANGLES, EQUALLYSPACED, ANCHOR TO MASONRY WALL WITH 1/2" EXPANSIONANCHORS (2 PER ANGLE), ATTACH TO GATE POST WITH (3) #14-20 SELF TAPPING S.S. SCREWS PER ANGLE. PAINT WITHHIGH PERFORMANCE COATING SYSTEM (HPCS)
4" X 4" GALVANIZED STEEL TUBE POST SET 8" INTO FOOTING -PAINT WITH HIGH PERFORMANCE COATING SYSTEM (HPCS)
PREFINISHED ALUMINUM LOUVERED GATEWITH DROP ARM KEEPER AND LOCK HASP
(4) FOUR S.S. GATEHINGES PER GATE LEAF
AT END CONDITIONS,PROVIDE SPLITFACE
END UNITS
8" SPLITFACE GROUTFILLED CMU, PAINTED
BOTH SIDES
10"
6"
6"
3 1/2" APPROX.6" X 6" X 1/4" GALVANIZED
METAL CONCRETE ANCHORPLATE. BOLT TO CONCRETE
CURB AS REQUIRED PERMANUFACTURERS
REQUIREMENTS
CONCRETE CURB,SEE STRUCTURAL
2 1/2" GALVANIZEDFENCE POST
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
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NUM
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NAM
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22"
x 34
"
MO
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FEB.
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A-114
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017
A114
ES13
.DW
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W91
278-
17-R
-001
0
-
1/4" = 1'-0"A-114
1 EQUIPMENT YARD ENLARGED PLAN
1/4" = 1'-0"A-114
2 DUMPSTER ENCLOSUREPLAN
NORTH
PLANNORTH
SCALE: 1 1/2" = 1'-0"
0 4" 8" 1'-4"
3/4" = 1'-0"A-114
3
DUMPSTER ENCLOSUREWALL SECTION
3/4" = 1'-0"A-114
4
EQUIPMENT YARDENCLOSURE SECTION
SCALE: 3/4" = 1'-0"
0 8" 1'-4" 2'-8"
SCALE: 3" = 1'-0"
0 2" 4" 8"
3" = 1'-0"A-114
5 DUMPSTER ENCLOSURE GATE JAMB DETAIL
1 1/2" = 1'-0"A-114
6 FENCE POST ANCHOR DETAIL
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
SHEETIDENTIFICATION
A-140
ES3US Army Corps of Engineers ® Mobile District
1 2 3 4 5
GRAPHIC LEGEND ROOF NOTES1. DOWNSPOUTS THAT EXTEND TO GRADE CONNECT TO STORMWATER PIPING AND SHALL TRANSITION TO STORMWATER PIPING VIA CAST IRON DOWNSPOUT BOOT SIMILAR OR EQUAL TO BARRYCRAFT "B25C".
PREFINISHED STANDING SEAM METAL ROOF SYSTEM
2. SLOPE ALL GUTTERS TO DOWNSPOUTS.
TRANSLUCENT PANEL
DEXISTING STANDING SEAM METAL ROOF12 DIRECTION AND DEGREE OF
ROOF SLOPE2 rrj3(yA-145/-VENT THROUGH ROOF, SEE
PLUMBING DRAWINGS.VTRo
DSEXIST NG<TAN
SEAM ME'"A. FJIIJGDS □ 4“ X 4“ PREFINISHED METAL
DOWNSPOUT OOF \PREFINISHED METAL DOWNSPOUT AND GUTTER I r^7
v"313f2>PREFINISHED STANDING
SEAM METAL ROOF SYSTEMPREFINISHED METAL ( A
GUTTER, TYP. \__ I1 2 3 5 6(d\\A-Z0f V^31CT PREFINISHED ALUMINUM
CANOPY BELOW\A-302^
.2" /12"_— PREFINISHED STANDING
SEAM METAL ROOF SYSTEM
Q Q) ©a\A-143/
1 1OX\A-31J/
2.A-141.
I DS DS DS DS DS
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1 PREFINISHED STANDING SEAM METAL ROOF SYSTEM
i PLAN.A-141,NORTH
ROOF PLAN$0PREFINISHED ALUMINUM CANOPY BELOW
0 4' 8' 16'PREFINISHED METAL GUTTER, TYP. 1/8"= 1'-0"
SCALE: 1/8"= 1'~0"
\MAR
KSI
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34"
DAT
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2A-301
PREFINISHED STANDINGSEAM METAL ROOFSYSTEM
PREFINISHED ALUMINUMCANOPY BELOW
PREFINISHED METALGUTTER, TYP.
PREFINISHED ALUMINUMCANOPY BELOW
2" /
12"
2" /
12"
1/4"
/ 12
"1/
4" /
12"
2" /
12"
2" /
12"
DS DS DSDSDS
DS DS DS DS DS
1 2 3 4 5 6
7 8
B
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2A-311
A
PREFINISHED STANDINGSEAM METAL ROOFSYSTEMPREFINISHED METALGUTTER, TYP.
DS
PREFINISHED METALDOWNSPOUT AND GUTTER
EXISTING STANDINGSEAM METAL ROOF
PREFINISHED STANDINGSEAM METAL ROOF SYSTEM
2" / 12"
1
A-141
1
A-141
2
A-141 2
A-141
1A-301
1A-312
RIDGE
2A-313
VTR
VTR
VTR
VTR
1
A-1421
A-142
1
A-142
A-1422
A-1422
A-1422
A-1422
SIM SIM
SIM
SIM
SIM
2" /
12"
2" /
12"
2
A-143
1
A-143
3
A-143
1
A-145
2
A-144
3
A-311
3
A-311
EXISTING STANDINGSEAM METAL ROOF
CHAINLINKFENCECOVERBELOW
6
A-504
1. DOWNSPOUTS THAT EXTEND TO GRADE CONNECT TO STORMWATERPIPING AND SHALL TRANSITION TO STORMWATER PIPING VIA CAST IRONDOWNSPOUT BOOT SIMILAR OR EQUAL TO BARRYCRAFT "B25C".
2. SLOPE ALL GUTTERS TO DOWNSPOUTS.
ROOF NOTES
PREFINISHED STANDING SEAMMETAL ROOF SYSTEM
212 DIRECTION AND DEGREE OF
ROOF SLOPE
4" X 4" PREFINISHED METALDOWNSPOUT
DS
GRAPHIC LEGEND
VENT THROUGH ROOF, SEEPLUMBING DRAWINGS.
VTR
TRANSLUCENT PANEL
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
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909
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NUM
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FILE
NAM
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DESC
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1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
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M01
5ES1
38
FEB.
201
7
FY16
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39
IOS
FACI
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HURL
BURT
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A-140
ROO
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B. M
AGG
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FEBR
UARY
8, 2
017
A140
ES13
.DW
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W91
278-
17-R
-001
0
-
1/8" = 1'-0"A-140
1 ROOF PLANSCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLANNORTH
1 2 3 4 5
A 3'-4"1‘-7 3/4“
Z-107/8"2" T-5 3/4"PREFINISHED GASKETED FASTENERS @12" O.C. MAX., PRE-DRILL HOLE AND FILL W/ SEALANT, THEN INSERT AND SECURE FASTENER, TYP.
MEMBRANE ROOFING UNDERPAYMENT, 8" WIDE MIN., LAP
OVER METAL FLASHING 4" MIN.PREFINISHED STANDING SEAM METAL ROOF
PREFINISHED STANDING SEAM METAL ROOF UNDERLAYME NT/WATERPROOF
BARRIER/SHEET MEMBRANE16x 6x1/4 BENT PD\TE, SEE STRUCTURAL UNDE RLAYME NT/WATE RP ROOF
BARRIER/SHEET MEMBRANED 5/8" EXTERIOR SHEATHING BOARDMT 7" CLOSURE CONTINUOUS, SET IN SEALANT TAPE, TYP."Z" CLOSURE CONTINUOUS,
SET IN SEALANT TAPE, TYP. 16 GA GALVANIZED METAL
BENT PLATE, TYP. EACH SIDE
8"2X P.T. WOOD NAILER, SECURE WITH 2 ROWS #12 SS. SCREWS
STAGGEREED, 12" O.C.
MT GALVANIZED METAL DECK, SEE STRUCTURAI
6" -16 GA GALVANIZED METALSTUD, SEE STRUCTURALGALVANIZED METAL CLIP, SEE STRUCTURAL
R-30 RIGID INSULATION ■f2XP.T. WOOD NAILER, SECURE WITH 2 ROWS OF #12 SCREWS @12" O.C. STAGGERED.
\PREFINISHED METAL FU\SHING CLEAT, W/ PREFINISHED GASKETED
METAL FASTENERS @12" O.C. MAX., COLOR TO MATCH STANDING
SEAM METAL ROOF Sj
vrPREFINISHED METAL FLASHING CO i PREFINISHED METAL
FLASHING1 ■-•-r-.V.-V ■‘it* A ‘ - .•.-'-•-•■V:, :-'VVv- \ ii^ny 2XP.T. WOOD NAILER, SECURE WITH 1/2" DIAMETER
STAINLESS STEEL ANCHOR BOLTS @48" O.C., 24" O.C.
WITHIN 12* OF CORNERS
7 Juj
coCONTINUOUS CLEAT
1/16“ XI 1/2" WIDE PREFINISHED METAL GUTTER STRAP @ 36" O.C., STAGGER WITH GUTTER BRACKET
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CONTINUOUS SEALANTCO
! r? -H I1/4" X11/2" WIDE PREFINISHED — METAL GUTTER BRACKET @ ®
36" O.C.
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CONTINUOUS CLEAT
PREFINISHED METAL FLASHING
CONTINUOUS SEALANT 1/2" EXTERIOR SHEATHING
\2’-6"
■d-i sLO
■.ÿc.? BAR JOIST, SEE —1
STRUCTURALMETAL DECK, SEE ------
STRUCTURAL
-v :* • PREFINISHED METAL
FLASHING'•;'v
Y- \ •:i ' <
PREFINISHED METAL GUTTER AND DOWNSPOUT
6" ktL■.?
4X8X16 NOMINAL SMOOTH FACE CMU VENEER EXTEND ROOFING
UN DE RLAYME NT/WATERPROOF BARRIER/SHEET MEMBRANE 4"
MIN. ONTO FLUID APPLIED AIR/MOISTURE BARRIER
/.••.vÇ.Y;.,.;.;:;.
A ^
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?C "Z" CLOSURE CONTINUOUS, SET IN SEALANT, SEAL AGAINST RIB
PREFINISHED METAL FU\SHING
FLUID-APPLIED AIR/MOISTURE BARRIER
%
i CONCRETE CAP BEAM, SEE STRUCTURAL
PREFINISHED STANDING SEAM METAL ROOF7EXTEND ROOFING
UNDE RLAYME NT/WATERPROOF BARRIER/SHEET MEMBRANE 4"
MIN. ONTO FLUID-APPLIED AIR/MOISTURE BARRIER
•.V-FLUID-APPLIED
AIR/MOISTURE BARRIER$ GALVANIZED METAL BENT PLATE, SEE STRUCTURAL:V2"
5
i6" GALVANIZED METAL
STUDS, SEE STRUCTURAL
CONCRETE CAP BEAM, SEE STRUCTURAL
R-30 RIGID INSULATION, TYP.* -V ■ t.YvYYJ 2XP.T. WOOD NAILER,
SECURE WITH 2 ROWS OF #12 SCREWS @12" O.C. STAGGERED.
i
c7
PREFINISHED STANDING SEAM METAL FASCIA PANEL
11/2" -18 GA. GALVANIZED METAL FURRING CHANNEL,
SEE STRUCTURAL
4X8X16 NOMINAL SPLIT FACE CMU VENEER PR
Y GALVANIZED METAL DECK, SEE STRUCTURAL
R19 BATT INSULATION, TYP.
< y SFLUID-APPLIED AIR AND MOISTURE BARRIER
1/2" EXTERIOR SHEATHING, TYP.
FLUID-APPLIED AIR/MOISTURE BARRIER
8X8X16 NOMINAL CMU, SEE STRUCTURAL
? \ -; '. GLAV. STEEL ANGLE, SEE STRUCTURAL
BKU
3 5/8" -18 GA. GALVANIZED METAL STUD, SEE STRUCTURAL
SELF ADHERED MEMBRANE FLASHING, 8" WIDE MIN., LAP
OVER TAP EDGE OF METAL FLASHING 4" MIN.
6" GALVANIZED METAL STUDS, SEE STRUCTURAL
AIRSPACE- -*•-. l-j
K R10 RIGID INSULATION:•
A mB i- BAR JOIST, SEE STRUCTURAL\i s/\A T\/\y w\/\y ,/sy-,/
il CV A-141J 3"
PARAPET WALL DETAILYCONTINUOUS 16 GA GALVANIZED METAL BENT PLATE = r-o"
:c~sr~7§CNI IE.bottom of soffit
vjr 27*~11"
PREFINISHED METAL FU\SHINGr-o"
7/8” -18 GA. GALVANIZED METAL FURRING CHANNEL
PREFINISHED METAL SOFFIT TRIM PREFINISHED METAL SOFFIT PANEL
SPRAY FOAM INSULATION 4X8X16 NOMINAL SMOOTH FACE CMU VENEER
AIRSPACE R10 RIGID INSULATION
y
ROOF EDGE/GUTTER DETAILPAV A-141 J
FLUID-APPLIED AIR/MOISTURE BARRIER
8X8X16 NOMINAL CMU, SEE STRUCTURALA 3" = 1'-0"
0 2" 4" 8"
SCALE: 3" = 1'-0"SHEET
IDENTIFICATION
A-141
ITE1
US Army Corps of Engineers ® Mobile District
\MAR
KSI
ZE:
22" x
34"
DAT
ED
ESC
RIP
TIO
NFI
LE N
AME
: A1
41ES
13.D
WG
BULL
OC
K TI
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OC
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909
E. C
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NTE
S ST
REE
T, S
UIT
E B.
PE
NSA
CO
LA, F
LOR
IDA
PR
OJE
CT
NU
MB
ER:
M01
5ES1
3P
LOT
DAT
E:
8 FE
B. 2
017
I PLO
T SC
ALE:
RO
OF
DET
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S
via
CO
NTR
AC
T N
O.:
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MTB
Y:
U.S
. AR
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RPS
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W91
278-
17-R
-001
0IC
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.MA
GG
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FY16
AD
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A
DAT
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BR
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8, 2
017
(DES
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Y:
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AGG
IOR
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A
PREFINISHED STANDING SEAMMETAL ROOF
R-30 RIGID INSULATION
UNDERLAYMENT/WATERPROOFBARRIER/SHEET MEMBRANE
PREFINISHED STANDING SEAMMETAL FASCIA PANEL
METAL DECK, SEESTRUCTURAL
4 X 8 X 16 NOMINAL SMOOTH FACE CMU VENEER
PREFINISHED METAL GUTTERAND DOWNSPOUT
1/16" X 1 1/2" WIDE PREFINISHEDMETAL GUTTER STRAP @ 36" O.C.,STAGGER WITH GUTTER BRACKET
PREFINISHED METAL FLASHINGCLEAT, W/ PREFINISHED GASKETED
METAL FASTENERS @ 12" O.C.MAX., COLOR TO MATCH STANDING
SEAM METAL ROOF
2X P.T. WOOD NAILER, SECUREWITH 2 ROWS #12 SS. SCREWS
STAGGEREED, 12" O.C.
27'-11"BOTTOM OF SOFFIT
SPRAY FOAM INSULATION
8"
6"
1"
2"
FLUID-APPLIED AIR/MOISTURE BARRIERR10 RIGID INSULATION
CONTINUOUS 16 GA GALVANIZEDMETAL BENT PLATE
1 1/2" - 18 GA. GALVANIZEDMETAL FURRING CHANNEL,
SEE STRUCTURAL
3 5/8" - 18 GA. GALVANIZED METALSTUD, SEE STRUCTURAL
1/4" X 1 1/2" WIDE PREFINISHEDMETAL GUTTER BRACKET @
36" O.C.
FLUID-APPLIED AIR ANDMOISTURE BARRIER
1/2" EXTERIOR SHEATHING, TYP.
8 X 8 X 16 NOMINAL CMU, SEE STRUCTURAL
AIR SPACE
PREFINISHED METAL SOFFIT TRIMPREFINISHED METAL SOFFIT PANEL
1'-0"PREFINISHED METAL FLASHING
PREFINISHED METAL FLASHING
6 x 6 x 1/4 BENT PLATE, SEESTRUCTURAL
BAR JOIST, SEESTRUCTURAL
MEMBRANE ROOFINGUNDERLAYMENT, 8" WIDE MIN., LAP
OVER METAL FLASHING 4" MIN.
"Z" CLOSURE CONTINUOUS, SET INSEALANT, SEAL AGAINST RIB
EXTEND ROOFINGUNDERLAYMENT/WATERPROOFBARRIER/SHEET MEMBRANE 4"
MIN. ONTO FLUID-APPLIEDAIR/MOISTURE BARRIER
SELF ADHERED MEMBRANEFLASHING, 8" WIDE MIN., LAP
OVER TAP EDGE OF METALFLASHING 4" MIN.
2" 1'-5 3/4"
GALVANIZED METAL CLIP,SEE STRUCTURAL
1'-7 3/4"
7/8" - 18 GA. GALVANIZEDMETAL FURRING CHANNEL
2 5/8"
CONCRETE CAP BEAM, SEESTRUCTURAL
2"GALVANIZED METAL BENTPLATE, SEE STRUCTURAL
1/2"1/2"
1
BAR JOIST, SEESTRUCTURAL
PREFINISHED STANDING SEAM METAL ROOF
R-30 RIGID INSULATION, TYP.
UNDERLAYMENT/WATERPROOFBARRIER/SHEET MEMBRANE
GALVANIZED METALDECK, SEE STRUCTURAL
PREFINISHED STANDINGSEAM METAL ROOF
6" GALVANIZED METALSTUDS, SEE STRUCTURAL
PREFINISHED METALFLASHING
5/8" EXTERIOR SHEATHING BOARD
GALVANIZED METAL DECK, SEE STRUCTURAL6" -16 GA GALVANIZED METALSTUD, SEE STRUCTURAL
PREFINISHED METALFLASHING
"Z" CLOSURE CONTINUOUS, SET INSEALANT TAPE, TYP.
CONTINUOUS SEALANT
PREFINISHED GASKETED FASTENERS @12" O.C. MAX., PRE-DRILL HOLE AND FILL W/SEALANT, THEN INSERT AND SECUREFASTENER, TYP.
3'-4"
4 X 8 X 16 NOMINAL SMOOTHFACE CMU VENEER
4 X 8 X 16 NOMINAL SPLITFACE CMU VENEER
AIR SPACE
R10 RIGID INSULATION
FLUID-APPLIEDAIR/MOISTURE BARRIER8 X 8 X16 NOMINAL CMU,
SEE STRUCTURAL
2X P.T. WOOD NAILER,SECURE WITH 2 ROWS OF#12 SCREWS @ 12" O.C.STAGGERED.
8"
8"
2X P.T. WOOD NAILER,SECURE WITH 1/2" DIAMETER
STAINLESS STEEL ANCHORBOLTS @ 48" O.C., 24" O.C.
WITHIN 12' OF CORNERS
16 GA GALVANIZED METALBENT PLATE, TYP. EACH SIDE
8"
GALVANIZED METAL CLIP, SEE STRUCTURAL
CONTINUOUS CLEAT
CONTINUOUS CLEAT
"Z" CLOSURE CONTINUOUS,SET IN SEALANT TAPE, TYP.
2X P.T. WOOD NAILER,SECURE WITH 2 ROWS OF#12 SCREWS @ 12" O.C.STAGGERED.
PREFINISHED METALFLASHING
2'-6"
R19 BATTINSULATION, TYP.
2X P.T. WOOD NAILER,SECURE WITH 2 ROWS OF #12 SCREWS @ 12" O.C.STAGGERED.
"Z" CLOSURE CONTINUOUS,SET IN SEALANT TAPE, TYP.
CONTINUOUS SEALANT1/2" EXTERIOR SHEATHING
FLUID-APPLIEDAIR/MOISTURE BARRIER
8" N
OM.
PREFINISHED METALFLASHING
EXTEND ROOFINGUNDERLAYMENT/WATERPROOFBARRIER/SHEET MEMBRANE 4"
MIN. ONTO FLUID APPLIEDAIR/MOISTURE BARRIER
GLAV. STEEL ANGLE,SEE STRUCTURAL
1'-5 1
/8"
6" GALVANIZED METALSTUDS, SEE STRUCTURAL
CONCRETE CAP BEAM,SEE STRUCTURAL
FLUID-APPLIEDAIR/MOISTURE BARRIER
2'-10 7/8"
1'-9 1
/2"
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-141
ROO
F DE
TAIL
S
B. M
AGG
IORE
K.W
HITE
B.M
AGG
IORE
BTA
FEBR
UARY
8, 2
017
A141
ES13
.DW
G
W91
278-
17-R
-001
0
-
3" = 1'-0"A-141
1 ROOF EDGE/GUTTER DETAIL
3" = 1'-0"A-141
2 PARAPET WALL DETAIL
SCALE: 3" = 1'-0"
0 2" 4" 8"
ITE1
à
EPDM PIPE FLASHING UNIT, SET IN CONTINUOUS SEALANT BED
V A-142 y
CONCEALED ROOF — CLIP WITH FASTENER,
5 7rl5* l l\ 7^ l\
V A-142 y
M!dVltf\
via
ISB
MT
BY:
I DR
AW
N B
Y:
I K.W
HIT
E
(DES
IGN
ED B
Y:
|b. M
AG
GIO
RE
6" MINIMUM 6" MINIMUM
CONCEALED ROOFCLIP WITH FASTENER,TYP.
Z TRIM, SET IN CONTINUOUSSEALANT BED, SEAL AGAINSTRIB OF ROOF PANEL
SEAL AROUND ALL CONCEALEDSIDES OF Z CLOSURE
PREFINISHED METAL RIDGE CAP,OVERBEND TO ALLOW FORSPRING, COLOR TO MATCH ROOF
UNDERLAYMENT / WATERPROOFBARRIER / SHEET MEMBRANE
PREFINISHED STANDINGSEAM METAL ROOF
R-30 RIGID INSULATION
STEEL JOIST, SEE STRUCTURAL
GALVANIZED METALDECK, SEE STRUCTURAL
VTR PIPE WITH PREFINISHED METALCOVER, COLOR TO MATCH ROOF PANEL
EPDM PIPE FLASHING UNIT, SETIN CONTINUOUS SEALANT BED
PREFINISHED STANDINGSEAM METAL ROOF
#14 STAINLESS STEEL GASKETEDSCREWS @ 3" O.C. MAX AT BASESEAL WITH GUNNABLE SEALANT
STAINLESS STEEL CLAMPWITH SEALANT
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-142
ROO
F DE
TAIL
S
B. M
AGG
IORE
K.W
HITE
B.M
AGG
IORE
BTA
FEBR
UARY
8, 2
017
A142
ES13
.DW
G
W91
278-
17-R
-001
0
-
3" = 1'-0"A-142
1 RIDGE DETAIL
SCALE: 3" = 1'-0"
0 2" 4" 8"
3" = 1'-0"A-142
2 VENT THRU ROOF DETAIL
1 2 3 4 5
CONTINUOUS 2 x 6 P.T. WOOD NAILERS SECURED WITH 1/2" DIAMETER STAINLESS STEEL ANCHOR
BOLTS @ 48" O.C., 24" O.C. WITHIN 8'-0" OF CORNERS.
EXISTING BUILDING PARAPET ROOF BEYOND61/2"
TOP OF EX PARAPET LOW END12-11" ^ ®><
BOTTOM EDGE OF EXISTING FLASHING Z CLOSURE, SET IN CONTINUOUS SEALANT, SEAL AGAINST RIB.Q_
PREFINISHED STANDING SEAM METAL ROOF SYSTEM T-3 5/8"TOP OF ROOF«- *------------I12-7"UN DE RLAYME NT/WATERPROOF BARRIER/SHEET MEMBRANE
8" 7 5/8"D PREFINISHED METAL FASCIA TRIMa*\A-14y
R-30 RIGID INSULATIONCONTINUOUS METAL CLEAT
-, r. •lo 4 x 8x 16 SPLIT FACE CMU VENEER R-10 RIGID INSULATIONSEALANT
CONTINUOUS THRU WALL FLASHING WITH WEEP HOLES @ 32" O.C., TURN UP WALL 8" MIN AND INTO
MASONRY COURSING
-«4 FLUID APPLIED AIR/MOISTURE BARRIERgg
BENT PLATE, SEE STRUCTURAL i- -•PREFINISHED COUNTER FLASHING W/ SEALANT
FLANGE AT TOP EDGE, ATTACH TO MASONRY VENEEREXPANSION ANCHOR, SEE STRUCTURAL DRAWINGSUNDE RLAYME NT/WATERPROOF
BARRIER/SHEET MEMBRANEbo
GALVANIZED STEEL ANGLE, SEE STRUCTURAL
:::ÿtPREFINISHED METAL FLASHING, TYP.
2 x P.T. WOOD NAILER, SECURE W/ 2 ROWS OF #12 SS SCREWS, STAGGERED 12" O.C.
STAINLESS STEEL DRIP EDGE TTO \ 8x8x16 NOMINAL MASONRY CMU,
SEE STRUCTURAL%
Y J:a V.
PREFINISHED METAL STEP FU\SHING, COLOR TO----- :MATCH PREFINISHED STANDING SEAM ROOF -CONTINUOUS SEALANT
* d.
1h'.
4x8x16 SMOOTH FACECMU VENEER
METAL DECK, SEE STRUCTURAL ISTEEL BAR JOIST, SEE STRUCTURAL LAP MEMBRANE UNDERPAYMENT OVER
FLUID APPLIED AIR/MOISTURE BARRIERI x
\&;;
?xA .£PREFINISHED GROMMETED FASTENER @ 12" O.C.5/8" TYPE "X" GYPSUM WALL BOARDC ; MAXEXISTING METAL FASCIA PANELS
BEYOND.•v.-.
CONCRETE CAP BEAM, SEE STRUCTURAL I 5/8" EXTERIOR SHEATHING
>00<>oo<1 AIRSPACE 6" GALVANIZED METAL STUDS
BLOCKING.88SS21/2" GALVANIZED METAL STUD
lx1 CLOSURE, SET IN CONTINUOUS SEALANTk R-10 RIGID INSULATION •4" MIN-: 4* • y*8x8x16 NOMINAL CMU,
SEE STRUCTURAL6" GALVANIZED METAL STUDS AT 16" O.C.
.:A4x 8x 16 SPLIT FACE CMU VENEER PREFINISHED STANDING SEAM ROOF —
7 5/8" j8" I R-19BATT INSULATIONEg 4** , ’: a ■ "T-3 5/8"MEMBRANE ROOFING UNDERPAYMENT, 8"WIDE MIN., LAP OVER METAL FLASHING 4" MIN.
PREFINISHED STANDING SEAM METAL ROOF SYSTEM
c^-UNDE RLAYME NT/WATERPROOF BARRIER/SHEET MEMBRANE
ROOF EAVE DETAILV A-143 J
-4 -V i3" = 1 '-0"
Ia
61/2"
ÊlCONTINUOUS 2 x 6 P.T. WOOD NAILERS SECURED WITH 1/2" DIAMETER STAINLESS STEEL ANCHOR
BOLTS @ 48" O.C., 24" O.C. WITHIN 8'-0" OF CORNERS.-11?" y STEEL ANGLE, SEE STRUCTURAL
DRAWINGS.■fcfT
1r irjSS2PREFINISHED METAL FLASHING UNDE RLAYME NT/WATERPROOF —1
BARRIER/SHEET MEMBRANE, TURN UP WALL AND UNDER THRU-WALL FLASHING
- T; 4 *•
^ BOT OF ROOF10’-5 1/2"
BENT PLATE, SEE STRUCTURALhSj
R-30 RIGID INSULATION--------
METAL DECK, SEE STRUCTURAL--------:-xB
1 y
PREFINISHED METAL GUTTER STRAP @36" O.C., STAGGER
WITH GUTTER BRACKET
STEEL BAR JOIST, SEE STRUCTURALrl' A-
?» CONTINUOUS 2x6 P.T. WOOD NAILERS SECURED WITH 1/2" DIAMETER STAINLESS STEEL
ANCHOR BOLTS @ 48" O.C., 24" O.C. WITHIN 8‘-0" OF CORNERS.
bo
s JL JL2XP.T. WOOD NAILER, SECURE WITH 2 ROWS #12 SS. SCREWS
STAGGERED, 12" O.C. I!U----- STEEL BAR JOIST, SEE STRUCTURAL
v----- METAL DECK, SEE STRUCTURAL-V-; 8PREFINISHED METAL FLASHING
CLEAT, W/PREFINISHED GASKETED METAL FASTENERS @ 12" O.C. MAX., COLOR TO MATCH
STANDING SEAM METAL ROOF
V A-143 JROOF RAKE WALL DETAILt
r:-i/;-v.
R-30 RIGID INSULATION1" 6"tK 3" = 1 '-0"
CONCRETE CAP BEAM, SEE STRUCTURAL
«4 s-riŸT
•- - -.
A»*/;PREFINISHED METAL GUTTER BRACKET @ 36" O.C.PREFINISHED METAL FLASHING
CONTINUOUS SEALANT 4 x 8 x 16 SMOOTH FACE CMU VENEER
LAP MEMBRANE UNDERLAYMENT OVER FLUID APPLIED AIR/MOISTURE BARRIER
4x8x16 SPLIT FACE CMU VENEER SPLIT SCORE CMU BAND
;'V*-- .i
8x 8x 16 SMOOTH FACE CMU, SEE STRUCTURAL
;--r.c-;h- > :
: - VR-10 RIGID INSULATION§2 ;,-i
I8'-8"A * FLUID APPLIED AIR/MOISTURE
BARRIERPREFINISHED METAL DOWNSPOUT»•-*’-4x8x16 SPLIT SCORE CMU VENEER *>-X;V V»
0 2" 4" 8"8" 7 5/8"
1‘-3 5/8"SCALE: 3" = 1'-0"
V A-143 JROOF FASCIA/GUTTER DETAIL3" = 1 '-0"
SHEETIDENTIFICATION
A-143
ITE1US Army Corps of Engineers ® Mobile District
\MAR
KSI
ZE:
22" x
34"
DAT
ED
ESC
RIP
TIO
NFI
LE N
AME
: A1
43ES
13.D
WG
BULL
OC
K TI
CE
ASS
OC
IATE
S
909
E. C
ERVA
NTE
S ST
REE
T, S
UIT
E B.
PE
NSA
CO
LA, F
LOR
IDA
PR
OJE
CT
NU
MB
ER:
M01
5ES1
3P
LOT
DAT
E:
8 FE
B. 2
017
I PLO
T SC
ALE:
RO
OF
DET
AIL
S
via
CO
NTR
AC
T N
O.:
ISB
MTB
Y:
U.S
. AR
MY
CO
RPS
OF
ENG
INEE
RS
MO
BIL
E D
ISTR
ICT
MO
BIL
E, A
LABA
MA
SO
LIC
ITA
TIO
N N
O.:
W91
278-
17-R
-001
0IC
KDBY
:B
.MA
GG
IOR
ED
RA
WN
BY
: T.
WAL
LIS
FY16
AD
DIT
ION
TO
39I
OS
FAC
ILIT
Y
HU
RLB
UR
T FI
ELD
, FLO
RID
A
DAT
E:FE
BR
UA
RY
8, 2
017
(DES
IGN
ED B
Y:
|b. M
AGG
IOR
E
A
4 x 8 x 16 SPLIT FACE CMU VENEER
PREFINISHED METAL STEP FLASHING, COLOR TOMATCH PREFINISHED STANDING SEAM ROOF
GALVANIZED STEEL ANGLE, SEE STRUCTURAL
4" MIN
PREFINISHED STANDING SEAM ROOF
UNDERLAYMENT/WATERPROOFBARRIER/SHEET MEMBRANE, TURN UP
WALL AND UNDER THRU-WALL FLASHING
R-30 RIGID INSULATION
Z CLOSURE, SET IN CONTINUOUS SEALANT
METAL DECK, SEE STRUCTURAL
STEEL BAR JOIST, SEESTRUCTURAL
8 x 8 x 16 NOMINAL MASONRY CMU,SEE STRUCTURAL
R-19 BATT INSULATION
6" GALVANIZED METAL STUDSAT 16" O.C.
STEEL ANGLE, SEE STRUCTURALDRAWINGS.
PREFINISHED GROMMETED FASTENER @ 12" O.C.MAX
5/8" EXTERIOR SHEATHING
EXPANSION ANCHOR, SEESTRUCTURAL DRAWINGS
CONTINUOUS THRU WALL FLASHING WITH WEEPHOLES @ 32" O.C., TURN UP WALL 8" MIN AND INTO
MASONRY COURSING
PREFINISHED COUNTER FLASHING W/ SEALANTFLANGE AT TOP EDGE, ATTACH TO MASONRY VENEER
STAINLESS STEEL DRIP EDGE
CONTINUOUS 2 x 6 P.T. WOODNAILERS SECURED WITH 1/2"DIAMETER STAINLESS STEEL
ANCHOR BOLTS @ 48" O.C., 24" O.C.WITHIN 8'-0" OF CORNERS.
4" M
IN.
8" M
IN
8" 7 5/8"
1'-3 5/8"
FLUID APPLIED AIR/MOISTUREBARRIER
R-10 RIGID INSULATION
6" GALVANIZED METAL STUDSBLOCKING.
Z CLOSURE, SET IN CONTINUOUSSEALANT, SEAL AGAINST RIB.
PREFINISHED METAL FASCIA TRIM
UNDERLAYMENT/WATERPROOFBARRIER/SHEET MEMBRANE
PREFINISHED METAL FLASHING, TYP.
SEALANT
4 x 8 x 16 SPLIT FACE CMU VENEER
4 x 8 x 16 SMOOTH FACE CMUVENEER
PREFINISHED STANDING SEAM METAL ROOF SYSTEM
R-30 RIGID INSULATION
8 x 8 x 16 NOMINAL CMU,SEE STRUCTURAL
UNDERLAYMENT/WATERPROOF BARRIER/SHEET MEMBRANE
METAL DECK, SEE STRUCTURAL
STEEL BAR JOIST, SEE STRUCTURAL
APPR
OX.
4"
CONTINUOUS METAL CLEAT
EXISTING BUILDING PARAPET ROOFBEYOND
CONTINUOUS SEALANT
CONCRETE CAP BEAM, SEESTRUCTURAL
2
A-144
12'-11"TOP OF EX PARAPET LOW END
12'-7"TOP OF ROOF
6"8"
BENT PLATE, SEE STRUCTURAL
LAP MEMBRANE UNDERLAYMENT OVERFLUID APPLIED AIR/MOISTURE BARRIER
6 1/2"
R-10 RIGID INSULATION
AIR SPACE
EXISTING METAL FASCIA PANELSBEYOND.
BOTTOM EDGE OF EXISTING FLASHING
2 1/2" GALVANIZED METAL STUD
5/8" TYPE "X" GYPSUM WALL BOARD
CONTINUOUS 2 x 6 P.T. WOOD NAILERS SECUREDWITH 1/2" DIAMETER STAINLESS STEEL ANCHOR
BOLTS @ 48" O.C., 24" O.C. WITHIN 8'-0" OFCORNERS.
2 x P.T. WOOD NAILER, SECURE W/ 2 ROWSOF #12 SS SCREWS, STAGGERED 12" O.C.
8"7 5/8"
1'-3 5/8"
8 x 8 x 16 SMOOTH FACE CMU, SEESTRUCTURAL
STEEL BAR JOIST, SEE STRUCTURAL
METAL DECK, SEE STRUCTURAL
UNDERLAYMENT/WATERPROOF BARRIER/SHEETMEMBRANE
PREFINISHED STANDING SEAM METALROOF SYSTEM
R-30 RIGID INSULATION
PREFINISHED METAL FLASHING
PREFINISHED METAL GUTTERSTRAP @ 36" O.C., STAGGER
WITH GUTTER BRACKET
PREFINISHED METAL GUTTER BRACKET @ 36" O.C.
4 x 8 x 16 SMOOTH FACE CMU VENEER
PREFINISHED METAL DOWNSPOUT
4 x 8 x 16 SPLIT SCORE CMU VENEER
R-10 RIGID INSULATION
PREFINISHED METAL FLASHING
BENT PLATE, SEE STRUCTURAL
CONTINUOUS 2 x 6 P.T. WOOD NAILERS SECUREDWITH 1/2" DIAMETER STAINLESS STEEL ANCHOR
BOLTS @ 48" O.C., 24" O.C. WITHIN 8'-0" OF CORNERS.
CONTINUOUS SEALANT
CONCRETE CAP BEAM, SEESTRUCTURAL
1" 6"
2"8"
4 x 8 x 16 SPLIT FACE CMU VENEER
10'-5 1/2"BOT OF ROOF
8'-8"SPLIT SCORE CMU BAND
MEMBRANE ROOFING UNDERLAYMENT, 8"WIDE MIN., LAP OVER METAL FLASHING 4" MIN.
7 5/8"8"
1'-3 5/8"
1/2"1/2"
LAP MEMBRANE UNDERLAYMENT OVER FLUIDAPPLIED AIR/MOISTURE BARRIER
FLUID APPLIED AIR/MOISTUREBARRIER
PREFINISHED METAL FLASHINGCLEAT, W/ PREFINISHED
GASKETED METAL FASTENERS @12" O.C. MAX., COLOR TO MATCH
STANDING SEAM METAL ROOF
2X P.T. WOOD NAILER, SECUREWITH 2 ROWS #12 SS. SCREWS
STAGGERED, 12" O.C.
6 1/2"
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-143
ROO
F DE
TAIL
S
B. M
AGG
IORE
T.W
ALLI
SB.
MAG
GIO
RE
BTA
FEBR
UARY
8, 2
017
A143
ES13
.DW
G
W91
278-
17-R
-001
0
-
3" = 1'-0"A-143
2 ROOF RAKE WALL DETAIL
3" = 1'-0"A-143
1 ROOF EAVE DETAIL
3" = 1'-0"A-143
3 ROOF FASCIA/GUTTER DETAILSCALE: 3" = 1'-0"
0 2" 4" 8"
SHEETIDENTIFICATION
A-144
ES3US Army Corps of Engineers ® Mobile District
1 2 3 4 5
EXISTING LIGHT GAUGE FRAMING TO REMAIN
\A-144/EXISTING METAL ROOF COPING TO REMAIN.
EXISTING 2xWD NAILER
1D GROMMETED FASTENER AT 12" O.C. EXISTING METAL ROOF
FLASHING TO REMAIN.EXISTING LIGHT GAUGE STEEL FRAMING
EXISTING METAL ROOF COPING TO REMAIN. EXISTING LIGHT GAUGE STEEL FRAMING,
SEE STRUCTURAL EXISTING PARAPET METAL COPING AND DECK TO REMAIN.
BENT PLATE, SEE STRUCTURAL
2X P.T. WOOD NAILER, SECURE WITH 2 ROWS #12 SS. SCREWS STAGGERED, 12" O.C.
LEXISTING METAL FLASHING TO REMAIN
\A-144/PREFINISHED METAL
FLASHINGEXISTING METAL FLASHING TO REMAIN
EXISTING LIGHT GAUGE STEEL FRAMING, SEE STRUCTURAL
Z CLOSURE SET IN CONTINUOUS SEALANT, SEAL AGAINST RIB. EXISTING METAL ROOF FLASHING TO REMAIN------ NEW LIGHT GAUGE STEEL
FRAMING, SEE STRUCTURAL GROMMETED FASTENER AT 12" O.C.BENT PLATE, SEE STRUCTURALPREFINISHED STANDING SEAM METAL FASCIA
PANEL, MATCH EXISTING PROFILE AND COLOR
3 LAYERS OF 5/8" EXTERIOR SHEATHING.EXISTING METAL ROOF SYSTEM TO REMAIN hEXISTING LIGHT GAUGE METAL
FRAMING, SEE STRUCTURALPREFINISHED METAL FLASHING, W/ PREFINISHED GASKETED METAL FASTENERS @ 12" O.C. MAX., COLOR TO MATCH STANDING SEAM METAL ROOF
TI\ / \ o=nNEW LIGHT GAUGE METAL FRAMING, SEE STRUCTURAL 7v 7PREFINISHED METAL FLASHING, W/ PREFINISHED GASKETED
METAL FASTENERS @ 12" O.C. MAX., COLOR TO MATCH STANDING SEAM METAL ROOF.
11Z CLOSURE, SET IN CONTINUOUS SEALANT, SEAL AGAINST RIB.
1 1/2"-16 GAUGE GALVANIZED HAT CHANNELS,
SEE STRUCTURAL
Aj § ,vI>I>R-30 BATT INSULATION
I I I HI2 x P.T. WOOD BLOCKING'C i— PREFINISHED STANDING SEAM METAL0=JZ x_z ROOF SYSTEMGROMMETED FASTENER AT
12" O.C. u%Z CLOSURE SET IN CONTINUOUS —
SEALANT, SEAL AGAINST RIB. CLIPS AT EACH LEG, SEE STRUCTURALt
yy
y H y :■£ V.n
j------- tirI 1 r r TSEAL TO DECKv I■ ? STEEL BAR JOIST, SEE STRUCTURAL R-30 RIGID INSULATIONI 11
CLIPS, SEE STRUCTURAL METAL DECK, SEE STRUCTURALI 1 1/2" -16 GAUGE HAT CHANNEL, SEE STRUCTURAL
CONTINUOUS 2 x 6 P.T. WOOD NAILERS SECURED WITH 1/2" DIAMETER STAINLESS STEEL ANCHOR
BOLTS @ 48" O.C., 24" O.C. WITHIN 8'-0" OF CORNERS.
\ METAL DECK, SEE STRUCTURAL STEEL CHANNEL, SEE STRUCTURALSTEEL CHANNEL, SEE STRUCTURAL
I Y UNDE RLAYME NT/WATE RP ROOF BARRIER/SHEET MEMBRANE, TURN UP WALL
CONTINUOUS 2 x 6 P.T. WOOD NAILERS SECURED WITH 1/2" DIAMETER STAINLESS STEEL ANCHOR BOLTS @ 48" O.C., 24" O.C. WITHIN 8'-0" OF CORNERS.
R-30 BATT INSULATION
WIDE FLANGE STEEL BEAM, SEE STRUCTURAL JL JL JLSTEEL L BRACE, SEE STRUCTURALB
IUNDE RLAYME NT/WATERPROOF BARRIER/SHE ET MEMBRANE, TURN UP WALL PREFINISHED STANDING SEAM METAL ROOF SYSTEM II
I
fR-30 RIGID INSULATION 21/2" GALVANIZED METAL STUD yl :•y5/8" TYPE "X" GYPSUM WALLBOARD
STEEL BAR JOIST, SEE STRUCTURAL ii i
ij
EXISTING WALL CONSTRUCTIONI
j.I
V A-144 JEXISTING PARAPET TO NEW ROOF DETAIL
V A-144 J 3"
EXISTING PARAPET TO NEW ROOF3" = 1 '-0" = 1'-0"
A
0 2" 4" 8"
SCALE: 3" = 1'-0"
\MAR
KSI
ZE:
22" x
34"
DAT
ED
ESC
RIP
TIO
NFI
LE N
AME
: A1
44ES
13.D
WG
BULL
OC
K TI
CE
ASS
OC
IATE
S
909
E. C
ERVA
NTE
S ST
REE
T, S
UIT
E B.
PE
NSA
CO
LA, F
LOR
IDA
PR
OJE
CT
NU
MB
ER:
M01
5ES1
3P
LOT
DAT
E:
8 FE
B. 2
017
I PLO
T SC
ALE:
RO
OF
DET
AIL
S
via
CO
NTR
AC
T N
O.:
ISB
MTB
Y:
U.S
. AR
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CO
RPS
OF
ENG
INEE
RS
MO
BIL
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ISTR
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MO
BIL
E, A
LABA
MA
SO
LIC
ITA
TIO
N N
O.:
W91
278-
17-R
-001
0IC
KDBY
:B
.MA
GG
IOR
EI D
RA
WN
BY
: IK
. WH
ITE
FY16
AD
DIT
ION
TO
39I
OS
FAC
ILIT
Y
HU
RLB
UR
T FI
ELD
, FLO
RID
A
DAT
E:FE
BR
UA
RY
8, 2
017
(DES
IGN
ED B
Y:
|b. M
AGG
IOR
E
EXISTING METAL ROOFCOPING TO REMAIN.
EXISTING METAL ROOFFLASHING TO REMAIN.
EXISTING LIGHT GAUGE STEELFRAMING, SEE STRUCTURAL
EXISTING METAL ROOFSYSTEM TO REMAIN
WIDE FLANGE STEELBEAM, SEE STRUCTURAL
STEEL BAR JOIST, SEE STRUCTURAL
METAL DECK, SEESTRUCTURAL
R-30 BATT INSULATION
Z CLOSURE SET IN CONTINUOUSSEALANT, SEAL AGAINST RIB.
PREFINISHED METAL FLASHING, W/ PREFINISHED GASKETEDMETAL FASTENERS @ 12" O.C. MAX., COLOR TO MATCH STANDINGSEAM METAL ROOF.
PREFINISHED STANDINGSEAM METAL FASCIA
PANEL, MATCH EXISTINGPROFILE AND COLOR
BENT PLATE, SEE STRUCTURAL
CLIPS, SEE STRUCTURAL
EXISTING LIGHT GAUGEFRAMING TO REMAIN
STEEL L BRACE, SEE STRUCTURAL
STEEL CHANNEL, SEE STRUCTURAL
2
A-144
EXISTING METAL FLASHINGTO REMAIN
EXISTING 2x WD NAILER
GROMMETED FASTENER AT12" O.C.
1 1/2" - 16 GAUGEGALVANIZED HAT CHANNELS,
SEE STRUCTURAL
CONTINUOUS 2 x 6 P.T. WOOD NAILERS SECUREDWITH 1/2" DIAMETER STAINLESS STEEL ANCHORBOLTS @ 48" O.C., 24" O.C. WITHIN 8'-0" OF CORNERS.
Z CLOSURE SET IN CONTINUOUSSEALANT, SEAL AGAINST RIB.
EXISTING METAL FLASHINGTO REMAIN
PREFINISHED METALFLASHING
GROMMETED FASTENER AT12" O.C.
2 x P.T. WOOD BLOCKING
PREFINISHED STANDING SEAM METAL ROOFSYSTEM
UNDERLAYMENT/WATERPROOF BARRIER/SHEETMEMBRANE, TURN UP WALL
2 1/2" GALVANIZED METAL STUD
5/8" TYPE "X" GYPSUM WALLBOARD
R-30 RIGID INSULATION
SEAL TO DECK
EXISTING WALL CONSTRUCTION
NEW LIGHT GAUGE STEELFRAMING, SEE STRUCTURAL
EXISTING LIGHT GAUGE STEEL FRAMING,SEE STRUCTURAL
EXISTING METAL ROOF COPING TO REMAIN.
Z CLOSURE, SET IN CONTINUOUSSEALANT, SEAL AGAINST RIB.
PREFINISHED STANDING SEAM METALROOF SYSTEM
EXISTING PARAPET METAL COPINGAND DECK TO REMAIN.
3 LAYERS OF 5/8" EXTERIOR SHEATHING.
STEEL CHANNEL, SEE STRUCTURAL
STEEL BAR JOIST, SEE STRUCTURAL R-30 RIGID INSULATION
UNDERLAYMENT/WATERPROOFBARRIER/SHEET MEMBRANE,TURN UP WALL
2X P.T. WOOD NAILER, SECURE WITH 2 ROWS #12SS. SCREWS STAGGERED, 12" O.C.
BENT PLATE, SEE STRUCTURAL
PREFINISHED METAL FLASHING, W/ PREFINISHEDGASKETED METAL FASTENERS @ 12" O.C. MAX.,COLOR TO MATCH STANDING SEAM METAL ROOF
EXISTING METAL ROOF FLASHING TO REMAIN
EXISTING LIGHT GAUGE STEEL FRAMING
CLIPS AT EACH LEG, SEE STRUCTURAL
R-30 BATT INSULATION
EXISTING LIGHT GAUGE METALFRAMING, SEE STRUCTURAL
METAL DECK, SEE STRUCTURAL1 1/2" - 16 GAUGE HAT CHANNEL, SEESTRUCTURAL
CONTINUOUS 2 x 6 P.T. WOOD NAILERS SECUREDWITH 1/2" DIAMETER STAINLESS STEEL ANCHOR
BOLTS @ 48" O.C., 24" O.C. WITHIN 8'-0" OF CORNERS.
1
A-144
GROMMETED FASTENER AT 12" O.C.
4" M
IN.
MIN.2"
NEW LIGHT GAUGE METAL FRAMING,SEE STRUCTURAL
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
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RSDE
SIG
NED
BY:
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1 EXISTING PARAPET TO NEW ROOF DETAIL
SCALE: 3" = 1'-0"
0 2" 4" 8"
3" = 1'-0"A-144
2 EXISTING PARAPET TO NEW ROOF
SHEETIDENTIFICATION
A-145
ES3US Army Corps of Engineers ® Mobile District
1 2 3 4 5
REPLACE EXISTING PREFINISHEDSTANDING SEAM METAL FASCIA PANELS ALONG PARAPET WALL WHERE NEW ROOF IS INSTALLED.
D
EXISTING STANDING SEAM METAL FASCIA TO REMAIN
Z CLOSURE, SET IN CONTINUOUS I I I SEALANT rrF
PREFINISHED STANDING SEAM METAL ROOF SYSTEM I I
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BARRIER/SHEET MEMBRANEN 5 1l ICONTINUOUS METAL CLEAT
£Ec
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I I I SEALANTI I
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PREFINISHED GROMMETED FASTINER @ 12" O.C. METAL DECK, SEE STRUCTURAL^I II I IC REPLACE EXISTING PREFINISHED STANDING------
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CONTINUOUS 2 x 6 P.T. WOOD NAILERS SECURED WITH 1/2" DIAMETER STAINLESS STEEL ANCHOR BOLTS @ 48" O.C., 24" O.C. WITHIN 8'-0" OF CORNERS.
s
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L=R-30 BATT INSULATION WIDE FLANGE STEEL BEAM, SEE STRUCTURAL
-EXISTING BATT INSULATION TO REMAIN■r-r :
2 1/2" GALVANIZED METAL FRAMING
m R-10 RIGID INSULATION/
8x8x16 CMU, SEE STRUCTURALB - /• -7;
S:.
5/8" TYPE 'X1 GYPSUM WALLBOARDY
EXISTING METAL SOFFIT PANEL TO REMAIN
SHEET MEMBRANE AIR/MOISTURE BARRIER, LAP OVER FLUID APPLIED AIR/MOISTURE BARRIER ON MASONRY WALLS
4REMOVE AND REPLACE EXISTING FLUSH
SEAM METAL SOFFIT PANEL, PROFILE AND FINISH TO MATCH EXISTING SOFFIT PANEL. FLUID APPLIED AIR/MOISTURE
BARRIERPREFINISHED J-TRIM /•»
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4x8x16 SPLIT SCORE CMU VENEER
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8 x 8 x 16 CMU, SEE STRUCTURAL
METAL DECK, SEE STRUCTURAL
R-30 RIGID INSULATION
UNDERLAYMENT/WATERPROOFBARRIER/SHEET MEMBRANE
PREFINISHED STANDING SEAM METALROOF SYSTEM
REPLACE EXISTING PREFINISHEDSTANDING SEAM METAL FASCIAPANELS ALONG PARAPET WALLWHERE NEW ROOF IS INSTALLED.
R-10 RIGID INSULATION
REMOVE AND REPLACE EXISTING FLUSHSEAM METAL SOFFIT PANEL, PROFILE AND
FINISH TO MATCH EXISTING SOFFIT PANEL.
REPLACE EXISTING PREFINISHED STANDINGSEAM METAL ROOF AS REQUIRED WHERE
NEW ROOF IS TO BE INSTALLED.
PREFINISHED METAL FLASHING
4 x 8 x 16 SPLIT SCORE CMU VENEER
1/2" EXTERIOR SHEATHING
3 5/8" LIGHT GAUGE METAL FRAMING,SEE STRUCTURAL
EXISTING STANDING SEAM METALROOF TO REMAIN
Z CLOSURE, SET IN CONTINUOUSSEALANT
4" M
IN.
EXISTING STANDING SEAM METALFASCIA TO REMAIN
SEALANT
FLUID APPLIED AIR/MOISTUREBARRIER
SHEET MEMBRANE AIR/MOISTURE BARRIER,LAP OVER FLUID APPLIED AIR/MOISTUREBARRIER ON MASONRY WALLS
CONTINUOUS 2 x 6 P.T. WOOD NAILERSSECURED WITH 1/2" DIAMETER STAINLESSSTEEL ANCHOR BOLTS @ 48" O.C., 24" O.C.WITHIN 8'-0" OF CORNERS.
EXISTING METAL SOFFIT PANEL TOREMAIN
EXISTING HAT CHANNELS TO REMAIN
R-30 BATT INSULATION
EXISTING BATT INSULATION TO REMAIN
1 1/4"
CONTINUOUS METAL CLEAT
BACKER ROD AND SEALANT
PREFINISHED J-TRIM
WIDE FLANGE STEEL BEAM, SEESTRUCTURAL
2 1/2" GALVANIZED METAL FRAMING
5/8" TYPE 'X' GYPSUM WALLBOARD
PREFINISHED GROMMETED FASTINER @ 12" O.C.
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
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909
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FILE
NAM
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DATE
APPR
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x 34
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DIS
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OBI
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M01
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38
FEB.
201
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0
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1 SECTION AT NEW ROOF TO EXISTING ROOF
SCALE: 3" = 1'-0"
0 2" 4" 8"
SHEETIDENTIFICATION
A-150
ES3US Army Corps of Engineers ® Mobile District
GRAPHIC LEGEND REFLECTED CEILING NOTES1. ALL CEILING HEIGHTS ARE NOTED ON PLAN.2X4 LED LIGHTING FIXTURE, SEE
ELECTRICAL DRAWINGSCEILING DIFFUSER, SEE MECHANICAL DRAWINGS[XX] Kl2' X 2' SUSPENDED ACOUSTICAL TILE
LAY-IN CEILING WITH GRIDACOUSTICAL VERTICAL AND HORIZONTAL SOUND PANELS, SEE I-602 2. ALL HEADERS ARE TO BE 2" BELOW LOWEST ADJACENT CEILING
UNLESS NOTED OTHERWISE.RETURN AIR GRILLE, SEE MECHANICAL DRAWINGS
2 X 2 LED LIGHTING FIXTURE, SEE ELECTRICAL DRAWINGS
0 □ H X E E3. PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILINGS AT LOCATIONS REQUIRING MAINTENANCE ACCESS TO PLUMBING, MECHANICAL, AND ELECTRICAL COMPONENTS.
SUSPENDED GYPSUM BOARD CEILING (PAINTED) HCEILING EXHAUST, SEE
MECHANICAL DRAWINGSLED CEILING FIXTURES, SEE ELECTRICAL DRAWINGS □[ ]
D 4.. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES AND MECHANICAL VENTS SHALL BE CENTERED WITHIN CEILING TILES UNLESS NOTED OTHERWISE.
RECESSED LIGHTING FIXTURE, SEE ELECTRICAL DRAWINGS
CEILING MOUNTED OCCUPANCY SENSOR
oX X XOPEN TO STRUCTURE ABOVE
(PAINTED)©m CEILING MOUNTED SPEAKER, GFGI.48" PENDANT LIGHTING FIXTURE,
SEE ELECTRICAL DRAWINGS (VISO THIN VERTICAL)
4 X 4 PENDANT LIGHTING FIXTURE, SEE ELECTRICAL DRAWINGS (ZENITH OUT)
5.. PAINT ALL EXPOSED BUILDING SYSTEMS AND SUPPORTS IN ROOMS WITHOUT CEILING.
:: •'
XX0 CEILING MOUNTED MICROPHONE,GFGI. o oPREFINISHED METAL SOFFITY \
m MASS NOTIFICATION STROBE4"W X 4" H X 60"L PENDANT LIGHTING FIXTURE, SEE ELECTRICAL DRAWINGS (CASPER BEAM)
( 9'~0" ) CEILING HEIGHT \ XFIRE ALARM SPEAKER / STROBE o o
| 101 I ROOM NUMBER DESIGNATION EXIT LIGHT, SEE ELECTRICAL AND LIFE SAFETY DRAWINGS FOR DIRECTIONAL INFORMATION
0
125tr© -
j- \ PORTION OF STRUCTURAL FLOOR - D ) ASSEMBLY (SLAB, STEEL DECK,
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PORTION OF STRUCTURAL FLOORASSEMBLY (SLAB, STEEL DECK,BEAMS) SHALL BE PROTECTED WITHSPRAY APPLIED FIRE PROOFINGMATERIAL TO PROVIDE A 1 HOURFIRE RATING, UL NO. D779(UNRESTRAINED)
6
A-504
3
GRAPHIC LEGEND
2' X 2' SUSPENDED ACOUSTICAL TILELAY-IN CEILING WITH GRID
2 X 4 LED LIGHTING FIXTURE, SEEELECTRICAL DRAWINGS
LED CEILING FIXTURES, SEEELECTRICAL DRAWINGS
RECESSED LIGHTING FIXTURE,SEE ELECTRICAL DRAWINGS
CEILING DIFFUSER, SEEMECHANICAL DRAWINGS
RETURN AIR GRILLE, SEEMECHANICAL DRAWINGS
EXIT LIGHT, SEE ELECTRICAL AND LIFESAFETY DRAWINGS FOR DIRECTIONALINFORMATION
CEILING EXHAUST, SEEMECHANICAL DRAWINGS
CEILING HEIGHT
ROOM NUMBER DESIGNATION
1
2
3
4
SUSPENDED GYPSUM BOARDCEILING (PAINTED)
OPEN TO STRUCTURE ABOVE(PAINTED)
PREFINISHED METAL SOFFIT
101
9'-0"
CEILING MOUNTED OCCUPANCYSENSOR
CEILING MOUNTED SPEAKER, GFGI.
CEILING MOUNTED MICROPHONE,GFGI.
2 X 2 LED LIGHTING FIXTURE, SEEELECTRICAL DRAWINGS
S
MASS NOTIFICATION STROBE
FIRE ALARM SPEAKER / STROBE
ACOUSTICAL VERTICAL AND HORIZONTALSOUND PANELS, SEE I-602
4 X 4 PENDANT LIGHTING FIXTURE, SEEELECTRICAL DRAWINGS (ZENITH OUT)
48" PENDANT LIGHTING FIXTURE,SEE ELECTRICAL DRAWINGS (VISOTHIN VERTICAL)
4"W X 4" H X 60"L PENDANT LIGHTINGFIXTURE, SEE ELECTRICAL DRAWINGS(CASPER BEAM)
1. ALL CEILING HEIGHTS ARE NOTED ON PLAN.
2. ALL HEADERS ARE TO BE 2" BELOW LOWEST ADJACENT CEILINGUNLESS NOTED OTHERWISE.
3. PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILINGS ATLOCATIONS REQUIRING MAINTENANCE ACCESS TO PLUMBING,MECHANICAL, AND ELECTRICAL COMPONENTS.
4.. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES ANDMECHANICAL VENTS SHALL BE CENTERED WITHIN CEILING TILESUNLESS NOTED OTHERWISE.
5.. PAINT ALL EXPOSED BUILDING SYSTEMS AND SUPPORTS INROOMS WITHOUT CEILING.
REFLECTED CEILING NOTES1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
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NTES
STR
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:
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SIZE
:
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BY:
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DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
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017
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1 FIRST FLOOR REFLECTED CEILING PLANPLAN
NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
SHEETIDENTIFICATION
A-151
ES3US Army Corps of Engineers ® Mobile District
1 2 3 4 5
REFLECTED CEILING NOTESGRAPHIC LEGEND1. ALL CEILING HEIGHTS ARE NOTED ON PLAN.
2X4 LED LIGHTING FIXTURE, SEE ELECTRICAL DRAWINGS
CEILING DIFFUSER, SEE MECHANICAL DRAWINGSXVI2' X 2' SUSPENDED ACOUSTICAL TILE
LAY-IN CEILING WITH GRIDACOUSTICAL VERTICAL AND HORIZONTAL SOUND PANELS, SEE I-6022 2. ALL HEADERS ARE TO BE 2" BELOW LOWEST ADJACENT CEILING
UNLESS NOTED OTHERWISE.RETURN AIR GRILLE, SEE MECHANICAL DRAWINGS
2 X 2 LED LIGHTING FIXTURE, SEE ELECTRICAL DRAWINGS0 □ a
3. PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILINGS AT LOCATIONS REQUIRING MAINTENANCE ACCESS TO PLUMBING, MECHANICAL, AND ELECTRICAL COMPONENTS.
SUSPENDED GYPSUM BOARD CEILING (PAINTED)
CEILING EXHAUST, SEE MECHANICAL DRAWINGS
LED CEILING FIXTURES, SEE ELECTRICAL DRAWINGS □[ ]
D 4.. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES AND MECHANICAL VENTS SHALL BE CENTERED WITHIN CEILING TILES UNLESS NOTED OTHERWISE.
RECESSED LIGHTING FIXTURE, SEE ELECTRICAL DRAWINGS
CEILING MOUNTED OCCUPANCY SENSOR
oOPEN TO STRUCTURE ABOVE (PAINTED)©
IH CEILING MOUNTED SPEAKER, GFGI.48" PENDANT LIGHTING FIXTURE,SEE ELECTRICAL DRAWINGS (VISO THIN VERTICAL)
4 X 4 PENDANT LIGHTING FIXTURE, SEE ELECTRICAL DRAWINGS (ZENITH OUT)
5.. PAINT ALL EXPOSED BUILDING SYSTEMS AND SUPPORTS IN ROOMS WITHOUT CEILING.
m CEILING MOUNTED MICROPHONE,GFGI.PREFINISHED METAL SOFFIT
TMASS NOTIFICATION STROBE4"W X 4" H X 60"L PENDANT LIGHTING
FIXTURE, SEE ELECTRICAL DRAWINGS (CASPER BEAM)
( 9'~0" ) CEILING HEIGHT
FIRE ALARM SPEAKER/ STROBE
| 101 | ROOM NUMBER DESIGNATION EXIT LIGHT, SEE ELECTRICAL AND LIFE SAFETY DRAWINGS FOR DIRECTIONAL INFORMATION
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DEMOUNTABLEPARTITION (CID)TO UNDERSIDE OFCEILING SYSTEM
9'-0"
1. ALL CEILING HEIGHTS ARE NOTED ON PLAN.
2. ALL HEADERS ARE TO BE 2" BELOW LOWEST ADJACENT CEILINGUNLESS NOTED OTHERWISE.
3. PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILINGS ATLOCATIONS REQUIRING MAINTENANCE ACCESS TO PLUMBING,MECHANICAL, AND ELECTRICAL COMPONENTS.
4.. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES ANDMECHANICAL VENTS SHALL BE CENTERED WITHIN CEILING TILESUNLESS NOTED OTHERWISE.
5.. PAINT ALL EXPOSED BUILDING SYSTEMS AND SUPPORTS INROOMS WITHOUT CEILING.
REFLECTED CEILING NOTESGRAPHIC LEGEND
2' X 2' SUSPENDED ACOUSTICAL TILELAY-IN CEILING WITH GRID
2 X 4 LED LIGHTING FIXTURE, SEEELECTRICAL DRAWINGS
LED CEILING FIXTURES, SEEELECTRICAL DRAWINGS
RECESSED LIGHTING FIXTURE,SEE ELECTRICAL DRAWINGS
CEILING DIFFUSER, SEEMECHANICAL DRAWINGS
RETURN AIR GRILLE, SEEMECHANICAL DRAWINGS
EXIT LIGHT, SEE ELECTRICAL AND LIFESAFETY DRAWINGS FOR DIRECTIONALINFORMATION
CEILING EXHAUST, SEEMECHANICAL DRAWINGS
CEILING HEIGHT
ROOM NUMBER DESIGNATION
1
2
3
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SUSPENDED GYPSUM BOARDCEILING (PAINTED)
OPEN TO STRUCTURE ABOVE(PAINTED)
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101
9'-0"
CEILING MOUNTED OCCUPANCYSENSOR
CEILING MOUNTED SPEAKER, GFGI.
CEILING MOUNTED MICROPHONE,GFGI.
2 X 2 LED LIGHTING FIXTURE, SEEELECTRICAL DRAWINGS
S
MASS NOTIFICATION STROBE
FIRE ALARM SPEAKER / STROBE
ACOUSTICAL VERTICAL AND HORIZONTALSOUND PANELS, SEE I-602
4 X 4 PENDANT LIGHTING FIXTURE, SEEELECTRICAL DRAWINGS (ZENITH OUT)
48" PENDANT LIGHTING FIXTURE,SEE ELECTRICAL DRAWINGS (VISOTHIN VERTICAL)
4"W X 4" H X 60"L PENDANT LIGHTINGFIXTURE, SEE ELECTRICAL DRAWINGS(CASPER BEAM)
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
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RSDE
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1 SECOND FLOOR REFLECTED CEILING PLANPLAN
NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
SCALE: 6" = 1'-0"
0 1" 2" 4"
SHEETIDENTIFICATION
A-201
ES3US Army Corps of Engineers ® Mobile District
1 2 3 4 5
GRAPHIC LEGEND
SPLITFACE CMU VENEER, PAINTED
PREFINISHED STANDING SEAM METAL ROOFD
2 SMOOTHFACE CMU VENEER, PAINTEDV///ABUILDING LETTERS AND BUILDING NUMBER (GF/GI)
.A-301
c D ESPLIT SCORED CMU VENEER, PAINTEDi- PREFINISHED METAL
FASCIA12" PRECAST CONCRETE SILL, PAINTED12"
2" 2"4'-8" 4'-0"CJ MASONRY VENEER CONTROL JOINT
(BACKER ROD AND SEALANT)TOP OF PARAPET LOW END«32-8"LOUVER TYPE, SEE SHEET A-611
CURTAIN WALL TYPE, SEE SHEET A-610CJ
ELEVATION NOTESSECOND FLOOR 1. SEE ROOF PLAN A-140 FOR ALL ROOF SLOPE INFORMATION.«16’-8"
2. IN ADDITION TO NOTED LOCATIONS, ALL INSIDE CORNERS AT CMU VENEER SHALL HAVE CONTROL JOINTS WITH BACKER ROD AND SEALANT (COLOR TO MATCH SPLITFACE VENEER)
BOT OF CANOPY GUTTER TUBE
t*œw2© 1T-4' 3J .A-312
5cPREFINISHED PRE-ENGINEERED CANTILEVERED METAL CANOPY
WITH GUTTER
'-CJ :CJ: PREFINISHED PRE-ENGINEERED CANTILEVERED METAL CANOPY WITH GUTTER
& 3. ALL DOWNSPOUTS EXTEND TO GROUND AND SHALL CONNECT TO UNDERGROUND STORMWATER PIPING WITH A CAST IRON BOOT.
4. REFER TO SPECIFICATION SECTION 090690 FOR EXTERIOR COLORS.5! £j:IBUILDING NUMBER PLAQUE SIGNAGE (GF/GI) FIRST FLOOR ©r 5. PROVIDE SMOOTH FACE CMU VENEER, IN LIEU OF SPLIT FACE. AT
ALL WALL-MOUNTED DEVICE LOCATIONS TO PROVIDE A SMOOTH MOUNTING SURFACE.
0"
PREFINISHED ALUMINUM- CURTAINWALL SYSTEM (AT/FP)
PREFINISHED METAL SUNSHADE
SPLIT SCORED CMU VENEER PRECAST CONCRETE SILL
SPLIT FACE CMU VENEER
6. ALL WALL MOUNTED DEVICES ARE NOT SHOWN. SEE PLUMBING,FIRE PROTECTION, MECHANICAL, COMM, AND ELECTRICAL FOR OTHER DEVICES.WEST ELEVATIONOX
V A-201 J 1/8" = 1'-0"7. PAINT ALL SPLITFACE, SPLIT SCORED AND SMOOTH FACE CMU VENEER AND PRECAST SILL.
8 7 6 5 4 3 2 1
PREFINISHED-----METAL GUTTER AND DOWNSPOUT
PREFINISHED STANDING SEAM METAL ROOF SYSTEM
\A-302/
<-b)
\A-30y
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\ PREFINISHED STANDING SEAM METAL FASCIA PANEL/
\ TOP OF PARAPET LOW END«32-8"1 / PREFINISHED METAL FASCIA
1 BOTTOM OF SOFFIT Q27.-11"
SMOOTH FACE CMU VENEER ACCENT BAND
SPLITFACE CMU VENEER
SECOND FLOOR gr\16’-8" vJ*
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IT-4'
PREFINISHED PRE-ENGINEERED CANTILEVERED METAL CANOPY WITH GUTTERAPPROXIMATE LINE OF GRADE_ FIRST FLOOR gr\
. 0" vrPREFINISHED ALUMINUM CURTAINWALL SYSTEM (AT/FP)
IIII e:ii e:
f LEE iAA EE
VI r CJ (TYP)2 COURSE SPLIT SCOREDCMU VENEER BAND
CANOPY FRAME/DOWNSPOUT, CONNECT TO CAST IRON BOOT
AND CIVIL STORMWATER SYSTEM
PREFINISHED METAL PEDESTAL FOR KP/CR
STANDING SEAM METAL ROOF SYSTEM
DOOR BEYOND
PREFINISHED METAL STEP FLASHING
0 4' 8' 16'
NORTH ELEVATIONV A-201 J 1/8"= 1'-0" SCALE: 1/8"= 1'~0"
\MAR
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FIRST FLOOR0"
SECOND FLOOR16'-8"
2A-301
B C D E
PREFINISHED ALUMINUMCURTAINWALL SYSTEM(AT/FP)
PRECAST CONCRETE SILLSPLIT SCORED CMU VENEER SPLIT FACE CMU VENEER
PREFINISHED PRE-ENGINEEREDCANTILEVERED METAL CANOPY
WITH GUTTER
PREFINISHED METALFASCIA
PREFINISHED PRE-ENGINEEREDCANTILEVERED METAL CANOPYWITH GUTTER
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A
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BUILDING NUMBER PLAQUESIGNAGE (GF/GI)
3A-312
CJ
CJ
CJ
1. SEE ROOF PLAN A-140 FOR ALL ROOF SLOPE INFORMATION.
2. IN ADDITION TO NOTED LOCATIONS, ALL INSIDE CORNERS AT CMUVENEER SHALL HAVE CONTROL JOINTS WITH BACKER ROD ANDSEALANT (COLOR TO MATCH SPLITFACE VENEER)
3. ALL DOWNSPOUTS EXTEND TO GROUND AND SHALL CONNECT TOUNDERGROUND STORMWATER PIPING WITH A CAST IRON BOOT.
4. REFER TO SPECIFICATION SECTION 090690 FOR EXTERIOR COLORS.
5. PROVIDE SMOOTH FACE CMU VENEER, IN LIEU OF SPLIT FACE. ATALL WALL-MOUNTED DEVICE LOCATIONS TO PROVIDE A SMOOTHMOUNTING SURFACE.
6. ALL WALL MOUNTED DEVICES ARE NOT SHOWN. SEE PLUMBING,FIRE PROTECTION, MECHANICAL, COMM, AND ELECTRICAL FOR OTHERDEVICES.
7. PAINT ALL SPLITFACE, SPLIT SCORED AND SMOOTH FACE CMUVENEER AND PRECAST SILL.
ELEVATION NOTES
SPLITFACE CMU VENEER, PAINTED
PREFINISHED STANDING SEAM METAL ROOF
SPLIT SCORED CMU VENEER, PAINTED
PRECAST CONCRETE SILL, PAINTED
GRAPHIC LEGEND
SMOOTHFACE CMU VENEER, PAINTED
MASONRY VENEER CONTROL JOINT(BACKER ROD AND SEALANT)
CJ
L LOUVER TYPE, SEE SHEET A-611
CW CURTAIN WALL TYPE, SEE SHEET A-610
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
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SIZE
:
CKD
BY:
PLO
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DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
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NUM
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FILE
NAM
E:M
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DESC
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ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
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MA
M01
5ES1
38
FEB.
201
7
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ADD
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0
-
1/8" = 1'-0"A-201
1 NORTH ELEVATION
1/8" = 1'-0"A-201
2 WEST ELEVATION
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
SHEETIDENTIFICATION
A-202
ES3US Army Corps of Engineers ® Mobile District
1 2 3 4 5
GRAPHIC LEGEND
SPLITFACE CMU VENEER, PAINTED
PREFINISHED STANDING SEAM METAL ROOF
D
SMOOTHFACE CMU VENEER, PAINTEDV///À
SPLIT SCORED CMU VENEER, PAINTED
E D C B A PRECAST CONCRETE SILL, PAINTED
\A-301^ CJ MASONRY VENEER CONTROL JOINT (BACKER ROD AND SEALANT)I- PREFINISHED METAL
FASCIA12"12" 7 LOUVER TYPE, SEE SHEET A-6112-2"!.. l ^w>4'-0 4'-0' CURTAIN WALL TYPE, SEE SHEET A-610hr
TOP OF PARAPET LOW END32'-8" ^
ELEVATION NOTES1. SEE ROOF PLAN A-140 FOR ALL ROOF SLOPE INFORMATION.CJ :CJ :CJi CJ
SPLIT FACE CMU VENEERSPLIT FACE CMU VENEER 2. IN ADDITION TO NOTED LOCATIONS, ALL INSIDE CORNERS AT CMU
VENEER SHALL HAVE CONTROL JOINTS WITH BACKER ROD AND SEALANT (COLOR TO MATCH SPLITFACE VENEER)
PREFINISHED METAL FASCIA
i— EXISTING BUILDING TO REMAINPREFINISHED PRE-ENGINEERED CANTILEVERED METAL CANOPY
WITH GUTTERSECOND FLOOR gr\
16'-8" vJFC 3. ALL DOWNSPOUTS EXTEND TO GROUND AND SHALL CONNECT TO UNDERGROUND STORMWATER PIPING WITH A CAST IRON BOOT.
BOT OF CANOPY GUTTER TUBE®"rr-4" 4. REFER TO SPECIFICATION SECTION 090690 FOR EXTERIOR COLORS.
5. PROVIDE SMOOTH FACE CMU VENEER, IN LIEU OF SPLIT FACE. AT ALL WALL-MOUNTED DEVICE LOCATIONS TO PROVIDE A SMOOTH MOUNTING SURFACE.
CHAIN LINK FENCE ENCLOSURE
CONCRETE CURB, SEE STRUCTURAL FOR DETAIL
AND CIVIL FOR TOP OF CURB ELEVATION
6. ALL WALL MOUNTED DEVICES ARE NOT SHOWN. SEE PLUMBING,FIRE PROTECTION, MECHANICAL, COMM, AND ELECTRICAL FOR OTHER DEVICES.
A .FIRST FLOOR ^
CHAIN LINK FENCE GATE, TYP. 7. PAINT ALL SPLITFACE, SPLIT SCORED AND SMOOTH FACE CMU
VENEER AND PRECAST SILL.EAST ELEVATIONV A-202J 1/8"= 1'-0"
1 2 3 4 5 6 7 8PREFINISHED--------METAL GUTTER AND DOWNSPOUT
PREFINISHED STANDING SEAM METAL ROOF SYSTEM(±>
\A-301^(±>\A-302^
CANOPY FRAME/DOWNSPOUT, CONNECT TO CAST IRON BOOT AND CIVIL STORMWATER SYSTEM
IPREFINISHED STANDING SEAM METAL FASCIA PANELB
/PREFINISHED METAL FASCIA/
// TOP OF PARAPET LOW END«32-8"
/ BOTTOM OF SOFFIT Æ\ 27-11" W
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2. IN ADDITION TO NOTED LOCATIONS, ALL INSIDE CORNERS AT CMUVENEER SHALL HAVE CONTROL JOINTS WITH BACKER ROD ANDSEALANT (COLOR TO MATCH SPLITFACE VENEER)
3. ALL DOWNSPOUTS EXTEND TO GROUND AND SHALL CONNECT TOUNDERGROUND STORMWATER PIPING WITH A CAST IRON BOOT.
4. REFER TO SPECIFICATION SECTION 090690 FOR EXTERIOR COLORS.
5. PROVIDE SMOOTH FACE CMU VENEER, IN LIEU OF SPLIT FACE. ATALL WALL-MOUNTED DEVICE LOCATIONS TO PROVIDE A SMOOTHMOUNTING SURFACE.
6. ALL WALL MOUNTED DEVICES ARE NOT SHOWN. SEE PLUMBING,FIRE PROTECTION, MECHANICAL, COMM, AND ELECTRICAL FOR OTHERDEVICES.
7. PAINT ALL SPLITFACE, SPLIT SCORED AND SMOOTH FACE CMUVENEER AND PRECAST SILL.
ELEVATION NOTES
1
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US Army Corps ofEngineers ®Mobile District
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US Army Corps ofEngineers ®Mobile District
U.S.
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2. PATCHING OF EXISTING STUD WALLS AND GYPSUM WALLBOARD TO REMAIN SHALL ALSO BE INCLUDED IN SCOPE OF WORK.
3. REFER TO SPECIFICATION SECTION 01 14 00 WORK RESTRICTIONS FOR ADDITIONAL REQUIREMENTS AND WORK RESTRICTIONS.
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PREFINISHED METALDOWNSPOUT AND GUTTER
PREFINISHED HOLLOWMETAL DOOR AND FRAME
EXISTING STANDINGSEAM WALL PANEL
EXISTING SPLITFACECMU VENEER
A-3023
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DOUBLE LAYER SHEET VAPOR BARRIERAT INTERIOR SUBGRADE WALLS OFACCESS FLOOR CONDITIONS
FA ROOM126
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6
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1. SEE ROOF PLAN A-140 FOR ALL ROOF SLOPE INFORMATION.2. IN ADDITION TO NOTED LOCATIONS, ALL INSIDE CORNERS AT
CMU VENEER SHALL HAVE CONTROL JOINTS WITH BACKER RODAND SEALANT (COLOR TO MATCH SPLITFACE VENEER)
BUILDING SECTION NOTES
FIRST FLOOR0"
2A-302
2A-313
REPLACE EXISTING STANDING SEAMFASCIA PANELS
EXISTING METAL FLASHING TO REMAIN
REPLACE STANDING SEAM PANELS AND FLASHINGSFOR INSTALLATION OF NEW METAL ROOF
8'-8"
TOP OF 2COURSE BAND
PREFINISHED STANDING SEAMMETAL ROOF SYSTEM
PREFINISHED METAL GUTTER
SPLITFACE CMU VENEER,PAINTED
SPLIT SCORED CMU VENEERBAND, PAINTED
EXISTING SPLITFACE VENEER
EXISTING STANDINGSEAM METAL ROOF
EXISTING SPLIT SCORED CMUVENEER BAND
PREFINISHED METAL GUTTERAND DOWNSPOUT
PREFINISHED METAL GUTTER
EXISTING PREFINISHED METALGUTTER
PREFINISHED METAL STANDINGSEAM METAL FASCIA PANEL
DEMOLITION NOTES
1. REFER TO ELECTRICAL AND STRUCTURAL DRAWINGS FORADDITIONAL DEMOLITION REQUIREMENTS.
2. PATCHING OF EXISTING STUD WALLS AND GYPSUMWALLBOARD TO REMAIN SHALL ALSO BE INCLUDED IN SCOPEOF WORK.
3. REFER TO SPECIFICATION SECTION 01 14 00 WORKRESTRICTIONS FOR ADDITIONAL REQUIREMENTS AND WORKRESTRICTIONS.
DEMOLISH EXISTINGMASONRY VENEER
DEMOLISH EXISTING PILASTER.REMOVE MASONRY VENEER AND
METAL FRAMING, SEE STRUCTURAL
EXISTING STEEL COLUMN TO REMAIN
EXISTING LIGHT GAUGE STEEL FRAMING TO REMAIN.ENSURE EXISTING WALL REMAINS INTACT ANDOPERATIONAL DURING REMOVAL OF BLOCK VENEER
EXISTING MASONRY VENEERTO REMAIN
DEMOLISH PILASTER FOUNDATIONENSURE FOOTING OF EXISTING BUILDING
REMAINS INTACT DURING DEMOLITION
DEMOLISH EXISTINGCONCRETE SLAB
EXISTING DOOR, HARDWARE, & FRAME TO REMAIN. ENSURE DOORREMAINS PROTECTED DURING CONSTRUCTION
EXISTING STEEL COLUMNTO REMAIN
EXISTING MASONRYVENEER TO REMAIN
EXISTING SECURITY CAMERA TO BEREMOVED, SEE TELECOMMUNICATIONS
EXISTING LIGHT FIXTURE TO BE REMOVED, SEE ELECTRICAL
EXISTING SECURE BOUNDARY CONSTRUCTION TOREMAIN IN PLACE AT ALL TIMES
DEMOLISH EXISTING METAL SOFFIT PANELS BELOW.DEMOLISH PORTION
OF EXISTING ROOFING,FASCIA, AND SOFFIT
PANELS.
DEMOLISH EXISTING STANDING SEAM METAL FASCIA PANELS.ENSURE STANDING SEAM ROOF PANELS REMAIN INTACT ANDPROTECTED DURING CONSTRUCTION.
EDGE OF WALL BELOW
EDGE OF WALLBELOW
EXISTING METAL ROOF TO REMAIN
1
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SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
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OF
ENG
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SIG
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BY:
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NAM
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22"
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DIS
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FEB.
201
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0 8" 1'-4" 2'-8"
SHEETIDENTIFICATION
A-313
ITE1US Army Corps of Engineers ® Mobile District
1 2 3 4 5
EXISTING ROOF ASSEMBLY
EXISTING ROOF SYSTEM
1A-144
EXISTING METAL ROOF BEYOND. r inD
f iFOP OF EX PARAPET LOW ENDPREFINISHED STANDING SEAM
METAL ROOF
R-30 RIGID INSULATION
12-11 I/
\A-i4y
4PREEINISHED STANDING SEAM METAL ROOF I A
r TOP OF ROOF«12-7"\A-145/
UN DE RLAYME NT/WATERPROOF BARRIER/SHEET MEMBRANE
UNDE RLAYME NT/WATE RP ROOF BARRIER/SHEET MEMBRANE
EDGE OF EX ROOF«I iiI12"12-0 1/2"12"
I METAL DECK, SEE STRUCTURALJ 2"R-30 RIGID INSULATION I2" ET.O.B.I « r~BOT OF ROOF
^ 10'-5 1/2" r~:i
10'-8"1-L i^ BOT OF ROOF-1r t...10'-51/2"
_JBAR JOIST, SEE STRUCTURAL
4X8X16 NOMINAL SMOOTH FACE CMU VENEER
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\A-143 7
AND DOWNSPOUT II\ 4 iT.O.B. ^ T.O.B.
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21/2" GALVANIZED METAL STUD FRAMING
;; x x!< - <m<CONTINUOUS THRU WALL
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MIN AND INTO MASONRY COURSING
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L 1 < -- <JX CONCRETE SLAB, SEE STRUCTURAL
POUR SLAB ON EXISTING BLOCK LEDGE, SEE STRUCTURAL.
«: <: x ■; x4X8X16 NOMINAL SMOOTH FACE CMU VENEER
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3/4"= 1'-0" 3/4" = 1'-0"
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SCALE: 3/4"= 1'-0"
\MAR
KSI
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13.D
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B. 2
017
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4 X 8 X 16 NOMINAL SPLIT SCORECMU VENEER
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10'-8"T.O.B.
EXISTING METALFASCIA BEYOND
9'-4"T.O.B.
PREFINISHED DOWNSPOUTATTACHMENT STRAP, 5'-0" O.C.
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PREFINISHED DOWNSPOUTATTACHMENT STRAP, 5'-0" O.C.
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EXISTING BUILDING FOUNDATION,SEE STRUCTURAL
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4 X 8 X 16 NOMINAL SMOOTH FACECMU VENEER
EXISTING ROOF ASSEMBLYEXISTING ROOF SYSTEM
EXISTING SECURITYWALL, MAINTAIN
INTEGRITY AT ALL TIMES
VAPOR BARRIER &GRANULAR BASE
-2'-0"TOP OF FOOTING
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
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GRAPHIC LEGEND
ROOM NAME / NUMBERDESIGNATION101
ROOM NAME
ADA
FLOOR DRAINFD
EWC ELECTRIC WATER COOLER
ACCESSIBLE FIXTURES
FEC FIRE EXTINGUISHER CABINET
CM COFFEE MAKER (CID)
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M MICROWAVE (CID)
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34" M
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54" MIN.
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STANDARD STALL ADA STALL
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29 1
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ADA STALL
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
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RPS
OF
ENG
INEE
RSDE
SIG
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BY:
BULL
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1
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SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
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OF
ENG
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RSDE
SIG
NED
BY:
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"
MO
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DIS
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38
FEB.
201
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ADD
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1/4" = 1'-0"A-411
3 ENLARGED STAIR 2 PLAN #124 1/4" = 1'-0"A-411
1 ENLARGED STAIR 1 PLAN #103
1/4" = 1'-0"A-411
2 ENLARGED STAIR 1 PLAN #201 1/4" = 1'-0"A-411
4 ENLARGED STAIR 2 PLAN #216 SCALE: 1/4" = 1'-0"
0 2' 4' 8'
16’-8"
RETURN HANDRAIL TO WALL TYP.
FIRST FLOOR ^
SECURITY/STC 45 EXTERIOR WALL ASSEMBLY, SEE A-002 WALL TYPES
v, SECOND FLOOR
CEILING AS SCHEDULEDL
HR GR nlt S?
cm
GR/HR
If HR
2GRL
h -Y-;,-.:
STAIR 1 SECTION04V A-412 J 1/4" = 1'-0" 8X8X16---------
NOMINAL CMU, SEE STRUCTURAL
(STAIR 2 SIMILAR)
1
\A-4izrROOF STRUCTURE
1 HOUR FIRE ----------RATE D/STC 45 WALL ASSEMBLY, SEE A-002 WALL TYPES
RETURN HANDRAIL TO WALL, TYP.
STEEL STAIR STRINGER
7/8" GALV. METAL FURRING WITH
5/8" GYPSUM WALLBOARD
---------- 8X8X16NOMINAL CMU,
SEE STRUCTURAL
----- 4X8X16NOMINAL CMU
VENEER
52C\l
4-0" MAX. O.C.
GR POST
HR, RETURN TO WALL TYPICAL
SHJil
GR4" O.C.—. I |
MAX. TYP.POST
It
STEEL ANGLE MOUNTING
BRACKET BOLTED OR WELDED TO
STAIR STRINGER
[%CM
DISTANCE BETOEEN
STRINGER AND BOTTOM RAIL
1" NOSING-'
HR/GR ELEVATION04V A-412 J 3/4" = 1'-0"
11-3 5/8" @ STAIR #103
10‘-8"@ STAIR #124
4'-7 1/2" @ STAIR #103 4'-7 1/2" @ STAIR #103
4'-5 1/2" @ STAIR #124 4'-5 1/2" @ STAIR #124
9 3/8" @ STAIR #103 '5 3/4" @ STAIR #12411/2" X1 1/2" RAIL CAP
3/4" X 1" TOP RAIL - PROFILE3/4" X 3/4" PICKETS
11/2" DIAMETER---------HANDRAIL ON BRACKETS FASTENED TO RAIL POST OR WALL, RETURN ENDS TO WALL
1 1/2"— —1 1/2"
^-21/4"/
21/4YA £
5 3/8" @ STAIR #1036 3/4" @ STAIR #124"
4‘-2"@ STAIR #103 2".^-2"
4‘-0"@ STAIR #124'1/2"
1 1/2"-^ r CONCRETE FILLED STEEL PAN STAIR
STEEL ANGLE MOUNTING BRACKET BOLTED OR WELDED TO STAIR STRINGER
1/2\STEEL STAIR STRINGER
4‘-2"@ STAIR #103 2"A4‘-0"@ STAIR #124
1 1/2" X1 1/2" RAIL POST
STEEL ANGLE MOUNTED BRACKET BOLTED OR WELDED TO STAIR STRINGER
rn 5/8" TYPE "X" GYPSUM WALLBOARD ON 3 5/8" GALVANIZED METAL STUDS @16" O.C.
-Kfi-
-2"
NOTE: PRE-ENGINEERED METAL STAIR SYSTEM WITH LANDINGS, REFER TO SPECIFICATION SECTION 05 51 00.
0 2 4‘ 8'
SCALE: 1/4"= 1'-0"STAIR SECTION04V A-412 J 3/4" = 1'-0"
GRAPHIC LEGENDHR HANDRAIL
GUARDRAILGR
2GR 2 RAIL GUARDRAIL
ROOF STRUCTURE
■\A-412/
CEILING AS SCHEDULED
1 HOUR FIRE RATED - WALL ASSEMBLY, SEE WALL TYPES 1 HOUR FIRE RATED/STC
45 WALL ASSEMBLY, SEE A-002 WALL TYPESRETURN -
HANDRAIL TO WALL,
VA-412/ \M12/TYP.
gO'CM
^ SECOND FLOOR
M16'-8"
H Et.
toL._ts? £9'-0"CM
a*3 5/8" GALVANIZED METAL STUDS @16" O.C. WITH GYPSUM WALLBOARD FINISHED TO UNDERSIDE OF STAIR AND LANDING
r-0"
IgCM
Q FIRST FLOOR
2 GR 3 5/8" GALVANIZED METAL STUDS @16" O.C. WITH GYPSUM WALLBOARD FINISHED TO UNDERSIDE OF STAIR AND LANDING
STAIR 1 SECTION04V A-412 J 1/4" = 1'-0"(STAIR 2 SIMILAR)
11"
SHEETIDENTIFICATION
A-412
H:
Hiffi
Siil;BHi
«T
mp| -c
sJ
GENERAL NOTES1. ALL EXPOSED INTERIOR STEEL STAIR COMPONENTS INCLUDING GUARDRAILS AND HANDRAILS ARE TO BE PRIMED AND PAINTED STEEL, UNO.
aaoo
oy
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o
a
ITElUS Army Corps of Engineers ® Mobile District
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FIRST FLOOR0"
SECOND FLOOR16'-8"
2A-412
14 T
READ
S @
11"
15 R
ISER
S @
6 11
5/128
"
13 T
READ
S @
11"
14 R
ISER
S @
6 11
5/128
"
2'-10
"
3'-6"
2'-10
"
1'-0"
2'-10
"CEILING AS SCHEDULED
ROOF STRUCTURE
1 HOUR FIRE RATEDWALL ASSEMBLY, SEEWALL TYPES 1 HOUR FIRE RATED/STC
45 WALL ASSEMBLY, SEEA-002 WALL TYPES
3 5/8" GALVANIZED METALSTUDS @ 16" O.C. WITHGYPSUM WALLBOARDFINISHED TO UNDERSIDEOF STAIR AND LANDING
2 GR
RETURNHANDRAILTO WALL,TYP.
3 5/8" GALVANIZED METALSTUDS @ 16" O.C. WITHGYPSUM WALLBOARDFINISHED TO UNDERSIDEOF STAIR AND LANDING
(STAIR 2 SIMILAR)
A-4124 3
A-412
9'-0"
FIRST FLOOR0"
SECOND FLOOR16'-8"
11
A-412
13 T
READ
S @
11"
14 R
ISER
S @
6 11
5/128
"
14 T
READ
S @
11"
15 R
ISER
S @
6 11
5/128
"
2'-10
"
3'-6"
2GR
2'-10
"
CEILING ASSCHEDULED
SECURITY/STC 45 EXTERIORWALL ASSEMBLY, SEE A-002WALL TYPES
1 HOUR FIRERATED/STC 45 WALLASSEMBLY, SEE A-002WALL TYPES
GRHR
GR/HR
RETURN HANDRAILTO WALL, TYP.
ROOF STRUCTURE
HR
RETURNHANDRAIL TOWALL, TYP.
(STAIR 2 SIMILAR)
3'-6"
GENERAL NOTES1. ALL EXPOSED INTERIOR STEEL STAIRCOMPONENTS INCLUDING GUARDRAILS ANDHANDRAILS ARE TO BE PRIMED AND PAINTEDSTEEL, UNO.
GRAPHIC LEGENDHANDRAILHR
GR GUARDRAIL2GR 2 RAIL GUARDRAIL
8 X 8 X 16NOMINAL CMU,SEE STRUCTURAL
8 X 8 X 16NOMINAL CMU,
SEE STRUCTURAL
STEEL STAIRSTRINGER
FROM
NOS
ING
2'-10
"
FROM
NOS
ING
2'-10
"
7/8" GALV. METALFURRING WITH
5/8" GYPSUMWALLBOARD
10'-8" @ STAIR #124
11'-3 5/8" @ STAIR #103
CONCRETE FILLED STEELPAN STAIR
STEEL STAIR STRINGER
1 1/2" X 1 1/2" RAIL POST
STEEL ANGLE MOUNTEDBRACKET BOLTED OR WELDEDTO STAIR STRINGER
STEEL ANGLE MOUNTINGBRACKET BOLTED OR WELDEDTO STAIR STRINGER
5/8" TYPE "X" GYPSUMWALLBOARD ON 3 5/8"GALVANIZED METAL STUDS@ 16" O.C.
1 1/2"2 1/4"
1 1/2"
1 1/2"
2 1/4"1 1/2"
6 3/4" @ STAIR #1245 3/8" @ STAIR #103
1/2"
2"
4'-0" @ STAIR #124
4'-2" @ STAIR #103 2"
2"
4'-0" @ STAIR #124
4'-2" @ STAIR #103 2"1/2"
1 1/2" DIAMETERHANDRAIL ONBRACKETS FASTENEDTO RAIL POST OR WALL,RETURN ENDS TO WALL
1 1/2" X 1 1/2" RAIL CAP
3/4" X 1" TOP RAILPROFILE
4 X 8 X 16NOMINAL CMU
VENEER
3/4" X 3/4" PICKETS
NOTE: PRE-ENGINEERED METAL STAIR SYSTEM WITH LANDINGS, REFER TO SPECIFICATION SECTION 05 51 00.
4'-5 1/2" @ STAIR #124
4'-7 1/2" @ STAIR #103
5 3/4" @ STAIR #1249 3/8" @ STAIR #103
4'-5 1/2" @ STAIR #124
4'-7 1/2" @ STAIR #103
1" NOSING
11"
DISTANCEBETWEEN
STRINGER ANDBOTTOM RAIL
2'-10
" 3'-6"
4'-0" MAX. O.C.
MAX. TYP.
STEEL ANGLEMOUNTING
BRACKET BOLTEDOR WELDED TO
STAIR STRINGER
4" O.C.
1"
GR POST
GRPOST
HR, RETURNTO WALLTYPICAL
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-412
STAI
R SE
CTIO
NS A
ND D
ETAI
LS
B. M
AGG
IORE
T.W
ALLI
SB.
MAG
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RE
BTA
FEBR
UARY
8, 2
017
A412
ES13
.DW
G
W91
278-
17-R
-001
0
-
1/4" = 1'-0"A-412
1 STAIR 1 SECTION 1/4" = 1'-0"A-412
2 STAIR 1 SECTION
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
3/4" = 1'-0"A-412
3 STAIR SECTION
3/4" = 1'-0"A-412
4 HR/GR ELEVATION
CO
PCNJ
CO
)"\Z 3/4" PANEL WITH PLASTIC
LAMINATE FINISH (PL2), SEE INTERIORS.
rp P1/2" THICK SOLID SURFACE COUNTERTOP AND BACKSPLASH (SS2), SEE INTERIORS.
SEALANT s'A1Tg t
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CNJ T~7_CD CD
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-FILLER
\A-45^ VA-45ü7 \A-450/
FILLER—^
7\ / \\ X “/ \/ \/ \ co \ X> < N
/ / \ ilL 11 / \ / \= = = ^ ^ = = = =) “ = ^^= = = ^ = = = = = ^ = = : = = = = ^
\ /\ \ / \ /CO\ LT IK / /yi k 1
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n ÏÏK IpK IT TfK ÏÏK/ \ \/ / / \X X / X X/ X XP)===*$= = = :( = : = =5 é= = = fc = = = = à: ;= = =à CO
\ /X X / X / X \ /\ X X / X / /\l/
FILLED 1'-3" x- X X---------X X- X-I I 1
V a-450J
i
X
„oi-,Z
-f
I PLO
T SC
ALE
:
via
CKD
BY:
Ib.m
ag
gio
re
I DR
AW
N B
Y:
I K.W
HIT
E
(DES
IGN
ED B
Y:
|b. M
AG
GIO
RE
1'-3" 2'-6" 2'-6" 1'-3" 2'-6" 2'-6"2'-9"
FILLER
FILLER 1'-3" 2'-6" 2'-6" 1'-3" 2'-6" 2'-6" 1'-6" 2'-0" 1'-3" FILLER
17'-4 5/8"
3'-0"
4"
MICROWAVE (4), CID COFFEEMAKER, CID
SINK, SEE PLUMBING
ICEMAKER,
CID
FREEZER,CID
3
A-450
4
A-450
PLASTIC LAMINATE(PL2) ON 3/4" PANEL,SEE INTERIORS.
PLASTIC LAMINATE (PL2) ON 3/4" PANELFROM FLOOR TO TOP OF UPPER CASEWORK.
PLASTIC LAMINATE(PL3) ON 3/4" PANEL,SEE INTERIORS.
SOLID SURFACECOUNTERTOP (SS2) WITHBACKSPLASH ANDSURROUND, SEE INTERIORS.
3/4" PANEL SHELVESW/ PLASTIC LAMINATEFINISH (PL3)
3/4" PANEL SHELVESW/ PLASTIC LAMINATEFINISH (PL2)
1'-3"
1'-3"
5
A-450
1'-6" 2'-0" 1'-3" FILLER
3"
2'-6"
1'-8"
3'-0"
1/2" PANEL WITH CABINET LINER
3/4" PLASTIC LAMINATE (PL2)SHELF ON ADJUSTABLESHELF STANDARDS
3/4" PANEL WITH PLASTICLAMINATE FINISH (PL2), SEEINTERIORS.
1/2" THICK SOLID SURFACECOUNTERTOP AND BACKSPLASH(SS2), SEE INTERIORS.
3/4" PANEL WITH PLASTICLAMINATE FINISH (PL3), SEEINTERIORS
1/2" PANEL WITH LAMINATECABINET LINER
3/4" PLASTIC LAMINATE (PL3)SHELF ON ADJUSTABLE SHELFSTANDARDS
WALL BASE, SEE FINISH SCHEDULE
PT 1X WOOD FRAMING TOSUPPORT COUNTERTOP
1/2"
2"
6"2'-
0"4"
4"
SEALANT
WIRE PULL, TYP.
1'-2"
2'-0"
2"6"
2'-4"
1'-8"
2'-6"
4"
SINK, SEE PLUMBING
3/4" PANEL WITH PLASTICLAMINATE FINISH (PL2), SEEINTERIORS.
1/2" THICK SOLID SURFACECOUNTERTOP AND BACKSPLASH(SS2), SEE INTERIORS.
3/4" PANEL WITH PLASTICLAMINATE FINISH (PL3), SEEINTERIORS.
1/2" PANEL WITH LAMINATECABINET LINER
WALL BASE, SEE FINISH SCHEDULE
1/2" PANEL WITH CABINET LINER
3/4" PLASTIC LAMINATE(PL2) SHELF ONADJUSTABLE SHELFSTANDARDS
WIRE PULL, TYP.
SEALANT
2'-0"
4"
3'-0"
3"
1'-2"
2'-0"
2'-10
"
9'-0"
1'-6" 3'-0" 3'-0" 1'-6"
MIRROR, SEE ACCESSORYSCHEDULE, A-401
SOAP DISPENSER, SEEACCESSORY SCHEDULE, A-401
EDGE OF WALL
3'-4"
MAX
.
3/4" PLASTICLAMINATE (PL1)REMOVABLE PANEL(3 EQUAL PANELS),SEE INTERIORS.
SINK, SEE PLUMBING DRAWINGS
SOLID SURFACE COUNTERTOP W/BACKSPLASH AND SURROUND(SS1), SEE INTERIORS
6
A-450
6'-0"
MIN
. WOM
ENS
REST
ROOM
6'-5"
MIN
. MEN
'S RE
STRO
OM HC
6"2'-
10" M
AX.
3'-4"
MAX
.
3/4"
2'-3"
MIN
.2"
5"
9" 8" MIN
9" M
IN.
CEILING ASSCHEDULED
MIRROR
1/2" THICK SOLID SURFACE COUNTERTOPAND BACKSPLASH (SS1), SEE INTERIORS.
SINK, SEE PLUMBING
REMOVABLE 3/4" PLASTICLAMINATE (PL1) PANELSCREEN, PROVIDE STAINLESSSTEEL "Z" CLIP FASTENERS
WALL BASE, SEEINTERIORS
SEALANT
1/2" THICK SOLIDSURFACE (SS1) FASCIAON PLYWOODSUBSTRATE
8"
2'-1"
4"
3"
2'-6"
1'-8"
3'-0"
1/2" PANEL WITH CABINET LINER
3/4" PANEL WITH PLASTICLAMINATE FINISH (PL2), SEEINTERIORS
1/2" THICK SOLID SURFACECOUNTERTOP AND BACKSPLASH(SS2), SEE INTERIORS.
3/4" PANEL WITH PLASTIC LAMINATEFINISH (PL3) SEE INTERIORS.
1/2" PANEL WITH LAMINATECABINET LINER
3/4" PLASTIC LAMINATE (PL3) SHELFON ADJUSTABLE SHELF STANDARDS
WALL BASE, SEE FINISH SCHEDULE
PT 1X WOOD FRAMING TOSUPPORT COUNTERTOP
1/2"
2"
6"2'-
0"4"
4"
SEALANT
WIRE PULL, TYP.
1'-2"
2'-0"
1'-3"
1'-3"
MICROWAVE (2), CID1'-8"
1/2"
1. FOR PLASTIC LAMINATE AND SOLID SURFACE COLORS, SEE SHEETI-602 ROOM FINISH / COLOR SCHEDULE KEY
GENERAL NOTES
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-450
CASE
WO
RK E
LEVA
TIO
NS
B. M
AGG
IORE
K.W
HITE
B.M
AGG
IORE
BTA
FEBR
UARY
8, 2
017
A450
ES13
.DW
G
W91
278-
17-R
-001
0
-
1/2" = 1'-0"A-450
1 CASEWORK ELEVATION - ROOM #117 & #220
SCALE: 1" = 1'-0"
0 6" 1' 2'
1" = 1'-0"A-450
3 CASEWORK SECTION 1" = 1'-0"A-450
4 CASEWORK SECTON
SCALE: 1/2" = 1'-0"
0 1' 2' 4'
1/2" = 1'-0"A-450
2
CASEWORK ELEVATION -ROOM # 118, 119, 218, & 219
1" = 1'-0"A-450
6 LAVATORY CASEWORK SECTION 1" = 1'-0"A-450
5 CASEWORK SECTION
1 2 3 4 5
©3'-4" NOM.8"
8X8X16 NOMINAL SPLIT FACE CMU VENEER BACKER ROD AND SEALANT JOINT, BOTH SIDES
4X8X16 NOMINAL SPLIT FACE CMU VENEER
SPLIT FACE CMU VENEER CORNER SPLIT FACE CMU VENEER
CORNER UNITw’U-*•'©.©-© X t J -. ■©
CMUNITD
i JAIRSPACE
Ÿ7BACKER ROD AND SEALANT, TYP. AT
ALL INSIDE CMU VENEER CORNERS
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4X8X16 NOMINAL SPLIT FACE CMU VENEER
AIRSPACE
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AIR/MOISTURE BARRIERK <> x>< < FLUID-APPLIED
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SEE STRUCTURALr
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J_VvwVs' s CMU CONTROL JOINT*
i ••5/8" TYPE ‘X’ GYPSUM WALLBOARD
21/2" GALVANIZED METAL FRAMING
2 1/2" GALVANIZED METAL FRAMING
5/8" TYPE ‘X’ GYPSUM WALLBOARD
<v:■'•jj •c
INTERMEDIATE PILASTER DETAIL CORNER PILASTER DETAILV A-501J V A-501 J1 1/2"= 1'-0" 1 1/2"= 1'-0" r
JT■
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©-1/2" T-3 5/8"
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VENEER CORNER UNIT8" NTS NTS
6X6 PREFINISHED ALUMINUM' CANOPY FRAME/DOWNSPOUT
R10 RIGID INSULATION AIRSPACE
THRU-BOLT ASSEMBLY TO ANCHOR CANOPY FRAME,
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BACKER ROD AND SEALANT, 1YP. AT ALL INSIDE CMU VENEER CORNERS
THRU-BOLT ASSEMBLY TO ANCHOR CANOPY FRAME, SEE STRUCTURAL
::: 6X6 PREFINISHED ALUMINUM CANOPY FRAME
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SECURITY/STC 45 (MIN.) WALL ASSEMBLY 5/8" TYPE "X" GYPSUM WALLBOARD 18 GA BREAK METAL
SECURED TO GYPSUM WALLBOARD W/ DOUBLE STICK FOAM TAPE
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SHEETIDENTIFICATION
A-501
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4 X 8 X 16 NOMINAL SPLITFACE CMU VENEER
8 X 8 X 16 NOMINAL SPLITFACE CMU VENEER
AIR SPACE
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8 X 8 X 16 NOMINAL CMU,SEE STRUCTURAL
5/8" TYPE 'X' GYPSUMWALLBOARD
2 1/2" GALVANIZEDMETAL FRAMING
4 X 8 X 16 NOMINAL SPLIT FACECMU VENEER
AIR SPACE
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1/2"7 5
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ALL INSIDE CMUVENEER CORNERS
SPLIT FACE CMU VENEERCORNER UNIT
1'-3 5/8"
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8"
8 X8 X 16 NOMINAL CMU,SEE STRUCTURAL
FLUID-APPLIEDAIR/MOISTURE BARRIER
AIR SPACE
SPLIT FACE CMUVENEER CORNER UNIT
4 X 8 X 16 NOMINAL SPLITFACE CMU VENEER
8" 7 5/8"
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R10 RIGID INSULATION
6 X 6 PREFINISHEDALUMINUM CANOPYFRAME/DOWNSPOUT
3 1/2" 6" 5" 6" 3 1/2"1/2"3"
3 1/8"
1/2"7 5
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SECURITY/STC 45 (MIN.)WALL ASSEMBLY
7 11/16"
SMOOTHFACECMU VENEER ATOPENINGS, TYP.
THRU-BOLT ASSEMBLY TOANCHOR CANOPY FRAME,SEE STRUCTURAL
A
STEEL TUBE COLUMN. REFERTO STRUCTURAL DRAWINGS.
3 5/8" GALVANIZED METALFRAMING
18 GA BREAK METALSECURED TO GYPSUMWALLBOARD W/ DOUBLESTICK FOAM TAPE
6 X 6 PREFINISHEDALUMINUM CANOPY FRAME
1 X WOOD BLOCKING5/8" GYPSUM SHEATHING
18 GA BREAK METALSECURED TO CURTAIN WALLW/ GLAZING CAP
3"
7/8"
3"
THRU-BOLT ASSEMBLY TOANCHOR CANOPY FRAME,SEE STRUCTURAL
2 x P.T. WOOD BLOCKING
2
A
8 X 8 X 16 NOMINAL SPLITFACE CMU VENEER
2 1/2" GALVANIZED METALFRAMING
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SHIM AS REQUIRED
CONTINUOUS BACKERROD AND SEALANT
6" GALVANIZEDMETAL FRAMING
AIR SPACE
8 X 8 X 16 NOMINAL CMU,SEE STRUCTURAL
2 7/16
"
R10 RIGID INSULATION
FLUID-APPLIEDAIR/MOISTURE BARRIER
4 X 8 X 16 NOMINAL SPLITFACE CMU VENEER
6 X 6 PREFINISHEDALUMINUM CANOPY FRAME
6 X 6 PREFINISHED ALUMINUMCANOPY FRAME/DOWNSPOUT
3 1/2" 6" 5" 6" 3 1/2"
2'-0"
4 X 4 PREFINISHED METALDOWNSPOUT & SUPPORTBRACKET, 5' O.C. MAX
4"8"
7 5/8"
1/2"
3 1/8"
SECURITY/STC 45 (MIN.)WALL ASSEMBLY
2 1/2" GALVANIZEDMETAL FRAMING
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3" (MIN.) SOUND ATTENUATIONBATT INSULATION IN STUD CAVITY
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3'-4" NOMINAL
1'-3 5
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8"7 5
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1/2"
3 1/8"
THRU-BOLT ASSEMBLY TOANCHOR CANOPY FRAME,
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2 CORNER PILASTER DETAIL
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3 CORNER PILASTER DETAIL AT LOBBY 1 1/2" = 1'-0"A-501
4
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5 INTERMEDIATE PILASTER DETAIL AT LOBBY
SCALE: 1 1/2" = 1'-0"
0 4" 8" 1'-4"
NTS
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2 1/2" GALVANIZED METALFRAMING
5/8" TYPE "X" GYPSUM WALLBOARD
8 X 8 X 16 NOMINAL CMU,SEE STRUCTURAL
2 1/2" GALVANIZED METALFRAMING
2 LAYERS OF 5/8" TYPE "X"GYPSUM WALLBOARD
3 5/8" GALVANIZED METALFRAMING
3" (MIN.) SOUND ATTENUATIONBATT INSULATION IN STUD CAVITY.
SECURITY/STC 45 (MIN.)WALL ASSEMBLY
3 5/8"
5 1/2"
3 5/8"
SEALANT
SEALANT
SECURITY/STC 50 (MIN.)WALL ASSEMBLY
5/8" TYPE "X" GYPSUMWALL BOARD
2
FOR
EQUI
PMEN
T BE
I NG
INST
ALLE
D
COOR
DINA
TE W
/ FIR
E AL
ARM
EQUI
PMEN
T FO
R EX
ACT
ROUG
H IN
DIM
ENSI
ONS
SECURITY/STC 50 (MIN.)/1HOUR FIRE RATED WALLASSEMBLY
2 1/2" GALVANIZED METALFRAMING
2 LAYERS OF 5/8" TYPE "X"GYPSUM WALLBOARD
3" (MIN.) SOUND ATTENUATIONBATT INSULATION IN STUD CAVITY.
6" GALVANIZED METALFRAMING
3 5/8" GALVANIZED METALFRAMING
3 5/8" 7 1/4"
1/2"
2 1/2"
RECESSED FIRE ALARM EQUIPMENT(TYP).
5/8" TYPE "X" GYPSUM WALLBOARD,CONTOUR AROUND EQUIPMENT/FEC TOMAINTAIN SECURITY, STC AND FIRE RATING
FRAMING AND GYP. BD. BETWEENEQUIPMENT AS REQUIRED.
5/8" TYPE "X" GYPSUMWALLBOARD
5/8" TYPE "X" GYPSUMWALLBOARD
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-502
PLAN
DET
AILS
B. M
AGG
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K.W
HITE
B.M
AGG
IORE
BTA
FEBR
UARY
8, 2
017
A502
ES13
.DW
G
W91
278-
17-R
-001
0
-
1 1/2" = 1'-0"A-502
3 PLAN DETAIL AT INTERIOR COLUMN
1 1/2" = 1'-0"A-502
5 PLAN DETAIL
SCALE: 1 1/2" = 1'-0"
0 4" 8" 1'-4" 1 1/2" = 1'-0"A-502
4 PLAN DETAIL
1 1/2" = 1'-0"A-502
1 PLAN DETAIL
1 1/2" = 1'-0"A-502
2 PLAN DETAIL
1 1/2" = 1'-0"A-502
6 PLAN DETAIL AT FACP/LOC PANEL
SECURITY/STC 45 (MIN.) WALL ASSEMBLY
3 5/8" GALVANIZED METAL _ FRAMING AT 16" O.C.
© _____ XT
+_r i
5/8" TYPE "X" GYPSUM WALLBOARD
4" STEEL TUBE COLUMN, SEE STRUCTURAL.
CL
©4V A-503J
PLAN DETAIL1 1/2" = 1-0"
V
xxrf ;É::T
Vÿ Wyyyyyî
CO
s&
XYYV* V.
ï
BACKER ROD AND SEALANT JOUNT
4X8X16 NOMINAL SPLIT FACE CMU VENEER
AIRSPACE
I
R10 RIGID INSULATION
2 1/2"à -1/2
EXISTING WALL TO REMAIN (SHEATHING, STUDS, INSULATION AND GYPSUM WALL BOARD)
21/2" GALVANIZED METAL FRAMING
EXISTING SECURITY/STC WALL ASSEMBLY
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>< ><><
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V V V
<><<><<2 1/2" GALVANIZED METAL
FRAMINGX EXISTING SPLIT FACE CMU VENEER£
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>< EXISTING TUBE COLUMNX5/8" TYPE 'X GYPSUM WALLBOARD
><>< PATCH EXISTING WALL SHEATHING><X?/ X A X X
AAAAA
8X8X16 NOMINAL CMU 4X8X16 NOMINAL SPLIT FACE CMU VENEER
RETURN FLUID-APPLIED AIR/MOISTURE BARRIER AND RIGID INSULATION TO EXISTING STRUCTURE .
BACKER ROD AND SEALANT JOINT,
SECURITY/STC 45 (MIN.) WALL ASSEMBLY
© <><<
FLUID-APPLIED AIR/MOISTURE BARIER ><
v/R10 RIGID INSULATION 4X8X16 NOMINAL SPLIT FACE CMU VENEER
AIR GAP
R
2 1/2" 7 5/8" 8"C1/2Y
r-3 5/8"
V A-503JPLAN DETAIL1 1/2"= 1'-0"
4X8X16 NOMINAL SPLIT FACE CMU VENEER
7 5/8" 8" 3'-0"8X8X16 NOMINAL SPLIT FACE CMU VENEER
BACKER ROD AND SEALANT JOINT, BOTH SIDES
BACKER ROD AND SEALANT JOINT, BOTH SIDES
- • • M
4X8X16 NOMINAL SPLIT FACE CMU VENEER21/2" GALVANIZED METAL FRAMING AIRSPACE\ .XXXX
R10 RIGID INSULATION5/8" TYPE *X* GYPSUM _ _ _ _ _ _ _ _ WALLBOARD X VWWWW\ YYYYYYYY
5 ■ > if>< x <x*. ■SECURITY/STC 45 (MIN.) WALL ASSEMBLY
Xx > X X Xx mX <XX ®YYYYYWX7/8" TYPE GALVANIZED METAL FURRING
:©
5lxxxx ! --Min
VYYYVYYYYYV
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xyy©?vy
X
mmVyyysAM
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WALLBOARD■— FLUID-APPLIED AIR/MOISTURE BARRIER
SECURITY/STC 45 (MIN.) WALL ASSEMBLY
8X8X16 NOMINAL CMU, SEE STRUCTURAL21/2" GALVANIZED METAL
FRAMING 2 1/2" GALVANIZED METAL FRAMING
©4V A-503J
PLAN DETAIL1 1/2"= 1'-0"
A
I'
EXISTING AIR/MOISTURE BARRIER TO REMAIN.
EXISTING SECURITY/STC WALL ASSEMBLY.
EXISTING SPLIT FACE BLOCK VENEER TO REMAIN.
RETURN FLUID-APPLIED AIR/MOISTURE BARRIER AND RIGID INSULATION TO EXISTING STRUCTURE .
EXISTING 6" TUBE COLUMN.
EXISTING DOOR FRAME TO REMAIN
n■— EXISTING DOOR TO REMAIN
CONTINUOUS SEALANT.
2 1/2" GALVANIZED METAL FRAMING AT 16" O.C., BRACE AT THIRD POINTS
FRAME GAP BETOEEN EXISTING WALL AND NEW CMU W/3 5/8" GALVANIZED METAL FRAMING.
1/2" EXTERIOR SHEATHING
0 4" 8" r-4"
SCALE: 1 1/2"= 1'-0"
gcvi
SHEETIDENTIFICATION
A-503
EXISTING SECURITY/STC WALL ASSEMBLY.
US Army Corps of Engineers ® Mobile District
1 2 3 4 5
11 7/
8"
\MAR
KSI
ZE:
22" x
34"
DAT
ED
ESC
RIP
TIO
NFI
LE N
AME
: A5
03ES
13.D
WG
BULL
OC
K TI
CE
ASS
OC
IATE
S
909
E. C
ERVA
NTE
S ST
REE
T, S
UIT
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PE
NSA
CO
LA, F
LOR
IDA
PR
OJE
CT
NU
MB
ER:
M01
5ES1
3P
LOT
DAT
E:
8 FE
B. 2
017
I PLO
T SC
ALE:
PLA
N D
ETA
ILS
via
CO
NTR
AC
T N
O.:
ISB
MTB
Y:
U.S
. AR
MY
CO
RPS
OF
ENG
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MO
BIL
E D
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ICT
MO
BIL
E, A
LABA
MA
SO
LIC
ITA
TIO
N N
O.:
W91
278-
17-R
-001
0IC
KDBY
:B
.MA
GG
IOR
EI D
RA
WN
BY
: IK
. WH
ITE
FY16
AD
DIT
ION
TO
39I
OS
FAC
ILIT
Y
HU
RLB
UR
T FI
ELD
, FLO
RID
A
DAT
E:FE
BR
UA
RY
8, 2
017
I DES
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ED B
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AGG
IOR
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AA
4 X 8 X 16 NOMINAL SPLIT FACE CMU VENEER
8 X 8 X 16 NOMINAL SPLIT FACE CMU VENEER
BACKER ROD AND SEALANT JOINT, BOTH SIDES
2 1/2" GALVANIZED METAL FRAMING
8 X 8 X 16 NOMINAL CMU, SEE STRUCTURAL
FLUID-APPLIED AIR/MOISTURE BARRIER
R10 RIGID INSULATION
AIR SPACE
4 X 8 X 16 NOMINAL SPLITFACE CMU VENEER
BACKER ROD AND SEALANTJOINT, BOTH SIDES
5/8" TYPE 'X' GYPSUMWALLBOARD
2 1/2" GALVANIZED METALFRAMING
5/8" TYPE 'X' GYPSUMWALLBOARD
2 1/2" GALVANIZED METALFRAMING
7 5/8"
8"4"
7 5/8" 8" 3'-0"
SECURITY/STC 45 (MIN.)WALL ASSEMBLY
SECURITY/STC 45 (MIN.)WALL ASSEMBLY
7/8" TYPE GALVANIZEDMETAL FURRING
5/8" TYPE 'X' GYPSUMWALLBOARD
2 1/2" GALVANIZED METALFRAMING
8 X 8 X 16 NOMINAL CMU
2 1/2" GALVANIZED METALFRAMING
EXISTING WALL TO REMAIN(SHEATHING, STUDS, INSULATION ANDGYPSUM WALL BOARD)
EXISTING SECURITY/STCWALL ASSEMBLY
EXISTING TUBE COLUMN
EXISTING SPLIT FACE CMU VENEERTO REMAIN
BACKER ROD AND SEALANT JOINT,
RETURN FLUID-APPLIED AIR/MOISTUREBARRIER AND RIGID INSULATION TOEXISTING STRUCTURE .
PATCH EXISTING WALL SHEATHING
4 X 8 X 16 NOMINAL SPLIT FACECMU VENEER
FLUID-APPLIEDAIR/MOISTURE BARIER
R10 RIGID INSULATION
AIR GAP
SECURITY/STC 45 (MIN.)WALL ASSEMBLY
7 5/8" 8"
1'-3 5/8"
4 X 8 X 16 NOMINAL SPLITFACE CMU VENEER
2 1/2"
1/2"
2 1/2" 1/2"
EXISTING 6" TUBE COLUMN.
EXISTING SPLIT FACE BLOCK VENEER TO REMAIN.
BACKER ROD AND SEALANTJOUNT
4 X 8 X 16 NOMINAL SPLITFACE CMU VENEER
AIR SPACER10 RIGID INSULATION
EXISTING SECURITY/STCWALL ASSEMBLY.
3 5/8" GALVANIZED METALFRAMING AT 16" O.C.
5/8" TYPE "X" GYPSUMWALLBOARD
1/2" EXTERIOR SHEATHING
RETURN FLUID-APPLIED AIR/MOISTURE BARRIERAND RIGID INSULATION TO EXISTING STRUCTURE .
FRAME GAP BETWEEN EXISTING WALL AND NEWCMU W/ 3 5/8" GALVANIZED METAL FRAMING.
SECURITY/STC 45 (MIN.)WALL ASSEMBLY
1'-3 5
/8" EXISTING DOOR FRAME TO REMAIN
2 1/2" GALVANIZED METAL FRAMING AT 16" O.C.,BRACE AT THIRD POINTS
EXISTING DOOR TO REMAIN
CONTINUOUS SEALANT.
EXISTING SECURITY/STCWALL ASSEMBLY.
EXISTING AIR/MOISTURE BARRIER TO REMAIN.
4" STEEL TUBE COLUMN,SEE STRUCTURAL.
8"7 5
/8"
11 7/
8"
2 1/2"
1/2"
CL
CL
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-503
PLAN
DET
AILS
B. M
AGG
IORE
K.W
HITE
B.M
AGG
IORE
BTA
FEBR
UARY
8, 2
017
A503
ES13
.DW
G
W91
278-
17-R
-001
0
-
1 1/2" = 1'-0"A-503
3 PLAN DETAIL
1 1/2" = 1'-0"A-503
1 PLAN DETAIL 1 1/2" = 1'-0"A-503
2 PLAN DETAIL
SCALE: 1 1/2" = 1'-0"
0 4" 8" 1'-4"
SHEETIDENTIFICATION
A-504
ES3US Army Corps of Engineers ® Mobile District
1 2 3 4 5
3" MINERAL FIBER INSULATION2 03" MINERAL FIBER INSULATION 8" GALVANIZED METAL STUDS @
16" O.C.2 LAYERS 5/8" TYPE "X" GYPSUM
WALLBOARD
8" GALVANIZED METAL STUDS @ 16" O.C.
STC 50 (MIN.)/1 HOUR FIRE RATED WALL ASSEMBLY
2 LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD
D r-o" STC 50 (MIN.)/1 HOUR FIRE RATED WALL ASSEMBLY
3" MINERAL FIBER INSULATIONT-0"
4>W5/8" TYPE "X" GYPSUM WALLBOARD ACCESS PANEL FLOOR SYSTEM3 5/8" GALVANIZED METAL STUDS @ 24" O.C. W/ 5/8" TYPE "X" GYPSUM WALLBOARD
STC 50 (MIN.)/1 HOUR FIRE RATED WALL ASSEMBLY ACCESS PANEL FLOOR SYSTEM TRACK SET IN 2 BEADS OF SEALANT
EXTEND 2 LAYERS GYPSUM WALLBOARD TO SU\B BELOW
yTRACK SET IN 2 BEADS OF SEALANTTRACK SET IN 2 BEADS OF SEALANT SEALANTEXTEND GYPSUM WALLBOARD TO SLAB BELOW
SEALANT, BOTH SIDES i!SEALANTCONCRETE SLAB, SEE STRUCTURAL CONCRETE SLAB, SEE STRUCTURALSEALANTACCESS PANEL FLOOR SYSTEMCONCRETE SLAB, SEE STRUCTURAL SEALANT ;iSECOND FLOOR SECOND FLOOR ^« SECOND FLOOR ^D 16'-8" 16'-8"w 16'-8"EXTEND GYPSUM WALLBOARD TO
DECK AND SEAL WITH SEALANT? -V CONCRETE SLAB, SEE STRUCTURAL
9 0? EXTEND GYPSUM WALLBOARD TO DECK AND SEAL WITH SEALANT STEEL BEAM, SEE STRUCTURAL
STEEL ANGLE, SEE STRUCTURAL
CONCRETE SLAB, SEE STRUCTURAL CONCRETE SLAB, SEE STRUCTURAL GALV. METAL DECK, SEE STRUCTURAL
20 GA. CLIP @ 2'-0" O.C., INSTALL BEFORE FIRE PROOFING IS INSTALLED
GALVANIZED METAL DECK, SEE STRUCTURAL
4" GALV. METAL DECK, SEE STRUCTURAL:v •r- STEEL BEAM, SEE STRUCTURALGALV. METAL DECK, SEE STRUCTURAL : FIT GYPSUM BOARD TIGHT TO FIRE PROOFINGSEALANT
y20 GA. CLIP @ 2'-0" O.C. •— 2 1/2" GALVANIZED METAL STUDS @ 24" O.C. W/ 5/8" TYPE "X" GYPSUM WALLBOARD, FILL CAVITY WITH MINERAL FIBER INSULATION
STEEL BEAM, SEE STRUCTURAL
STEEL ANGLE, SEE STRUCTURAL 18 GA. CONTINUOUS CLIP ANGLE FOR GYP. BOARD ATTACHMENT. ATTACH TO Z-CLIP
FILL CAVITY WITH MINERAL FIBER INSULATIONFIT GYPSUM BOARD TIGHT TO DECK
3" MINERAL FIBER INSULATION 21/2" GALVANIZED METAL STUDS @ 16" O.C. 2 1/2" GALVANIZED METAL STUDS @ 16" O.C.3" MINERAL FIBER INSULATION
FIRE PROOFING WHERE OCCURS, SEE A-150 FOR LOCATION AND ADDITIONAL INFORMATION
3" MINERAL FIBER INSULATIONSTEEL BEAM, SEE STRUCTURAL Z-CLIP ATTACHED TO BEAM FOR TRACK AT
FIRE PROOFING INSTALU\TION LOCATION3 5/8" GALVANIZED METAL STUDS @ 24" O.C.5/8" TYPE "X" GYPSUM WALLBOARD f3 5/8" GALVANIZED METAL STUDS @ 24" O.C.
STEEL ANGLE, SEE STRUCTURAL STEEL BEAM, SEE STRUCTURAL 18 GA. CONTINUOUS CLIP ANGLE FOR GYP. BOARD ATTACHMENT. ATTACH TO STUD FILL CAVITY WITH MINERAL FIBER INSULATION
6" GALVANIZED METAL STUDS @ 16" O.C.STEEL BEAM, SEE STRUCTURAL2 LAYERS 5/8" TYPE "X" GYPSUM
WALLBOARD2 1/2" GALVANIZED METAL STUDS @ 24" O.C. W/ 5/8" TYPE "X" GYPSUM WALLBOARD, FILL CAVITY WITH MINERAL FIBER INSULATION
STC 50 (MIN.)/1 HOUR FIRE RATED WALL ASSEMBLY 5/8" TYPE "X" GYPSUM WALLBOARD5/8" TYPE "X" GYPSUM WALLBOARD
Z-CLIP ATTACHED TO BEAM FOR TRACK AT FIRE PROOFING INSTALU\TION LOCATION
STC 50 (MIN.)/1 HOUR FIRE RATED WALL ASSEMBLY3" MINERAL FIBER INSULATION2 LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD 1 HOUR FIRE RATED WALL ASSEMBLY
8" GALVANIZED METAL STUDS @ 16" O.C.3" MINERAL FIBER INSULATION
3" MINERAL FIBER INSULATION
PARTIAL SECTION AT 2ND FLOOR SLAB AND ACCESS FLOOR-LOBBY
V A-504J
SECTION AT 2ND FLOOR SLAB TRANSITION 40V A-504J
40V A-504J
FIRE RATED SECTION AT 2ND FLR SLAB TRANSITIONC3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"
3" MINERAL FIBER INSULATION 25/8" TYPE "X" GYPSUM WALLBOARD
0 (2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD6" GALVANIZED METAL STUDS @ 16" O.C.
3" MINERAL FIBER INSULATION 5/8" TYPE "X" GYPSUM WALLBOARDSTC 50 (MIN.)/1 HOUR FIRE RATED
WALL ASSEMBLY(2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD
«I
1|if!w
SECURITY STC 50 (MIN.)/1 HOUR FIRE RATED WALL ASSEMBLY 2 1/2" GALVANIZED METAL STUDS @ 16"
O.C. WITH 5/8" GYPSUM WALLBOARDNTRACK SET IN 2 BEADS OF SEALANTI
I3 5/8" GALVANIZED METAL
STUDS @24" O.C.2 1/2" GALVANIZED METAL STUDS @ 16"
O.C. WITH 5/8" GYPSUM WALLBOARD TRACK SET IN 2 BEADS OF SEALANTSEALANT, BOTH SIDESTILE FLOORING AS SCHEDULEDACCESS PANEL FLOOR SYSTEM
FIRST FLOOR ^ FIRST FLOOR ^
ACCESS PANEL FLOOR SYSTEMv>- «-/.
-A 1/2"- 14^ —41/2"/
SEALANT, BOTH SIDESr r
9 9YCONCRETE SLAB, SEE STRUCTURALCONCRETE SLAB, SEE STRUCTURAL:>l7CONCRETE SLAB, SEE STRUCTURAL CONCRETE SLAB, SEE STRUCTURAL
i! ■CTTSTEP FOOTING, SEE STRUCTURAL; *..• A-- - STEP FOOTING, SEE STRUCTURAL4!^
f.*
F DOUBLE LAYER OF 10 MIL SHEET VAPOR BARRIER
EXTEND GYPSUM WALL BOARD TO FLOOR SU\B BELOW00-
DOUBLE LAYER OF 10 MIL SHEET VAPOR BARRIER
; A
SEALANTB
PARTIAL SECTION AT SLAB AND ACCESS FLOOR40V A-504JPARTIAL SECTION @ ACCESS FLOOR - COLUMN LINE "D"
3/4" = 1'-0"
40V A-504J 3/4" = 1'-0"
©3" MINERAL FIBER INSULATION
5/8" TYPE "X" GYPSUM WALLBOARD
STC 50 (MIN.)/1 HOUR FIRE RATED WALL ASSEMBLY
& (2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD
i
TRACK SET IN 2 BEADS OF SEALANT8" GALVANIZED METAL STUDS @ 24" O.C.N
SEALANT, BOTH SIDES
TILE FLOORING AS SCHEDULEDFIRST FLOOR
?VF
« ACCESS PANEL FLOOR SYSTEM0
CONCRETE SLAB, SEE STRUCTURALCONCRETE SLAB, SEE STRUCTURAL
j!ASTEP FOOTING, SEE STRUCTURAL EXTEND GYPSUM WALL BOARD TO
FLOOR SU\B BELOWJ'.v
DOUBLE LAYER OF 10 MIL SHEET VAPOR BARRIER SEALANT
PARTIAL SECTION ACCESS FLOOR - COLUMN LINE "2"40V A-504J
0 8" r-4" 2'-8"
3/4" = 1'-0"
SCALE: 3/4"= 1'-0"
\MAR
KSI
ZE:
22" x
34"
DAT
ED
ESC
RIP
TIO
NFI
LE N
AME
: A5
04ES
13.D
WG
BU
LLO
CK
TIC
E A
SSO
CIA
TES
909
E. C
ERVA
NTE
S ST
REE
T, S
UIT
E B
. PE
NSA
CO
LA, F
LOR
IDA
PR
OJE
CT
NU
MB
ER:
M01
5ES1
3P
LOT
DAT
E:
8 FE
B. 2
017
PAR
TIA
L SE
CTI
ON
S A
ND
PLA
N
DET
AIL
SI P
LOT
SCAL
E:
via
CO
NTR
AC
T N
O.:
ISB
MTB
Y:
U.S
. AR
MY
CO
RPS
OF
ENG
INEE
RS
MO
BIL
E D
ISTR
ICT
MO
BIL
E, A
LAB
AM
AS
OLI
CIT
ATI
ON
NO
.: W
9127
8-17
-R-0
010
ICKD
BY:
B.M
AG
GIO
RE
DR
AW
N B
Y:
T.W
ALLI
S
FY16
AD
DIT
ION
TO 3
9IO
S FA
CIL
ITY
HU
RLB
UR
T FI
ELD
, FLO
RID
A
DAT
E:FE
BR
UA
RY
8, 2
017
(DES
IGN
ED B
Y:
|b. M
AGG
IOR
E
FIRST FLOOR0"
2
ACCESS PANEL FLOOR SYSTEM
2 1/2" GALVANIZED METAL STUDS @ 16"O.C. WITH 5/8" GYPSUM WALLBOARD2 1/2" GALVANIZED METAL STUDS @ 16"
O.C. WITH 5/8" GYPSUM WALLBOARD
CONCRETE SLAB, SEE STRUCTURAL 1'-6"
(2) LAYERS 5/8" TYPE "X" GYPSUMWALLBOARD 5/8" TYPE "X" GYPSUM WALLBOARD
STEP FOOTING, SEE STRUCTURAL
6" GALVANIZED METAL STUDS @ 16" O.C.
3" MINERAL FIBER INSULATION
EXTEND GYPSUM WALL BOARD TOFLOOR SLAB BELOW
SECURITY STC 50 (MIN.)/1 HOURFIRE RATED WALL ASSEMBLY
CONCRETE SLAB, SEE STRUCTURAL
TRACK SET IN 2 BEADS OF SEALANT
4 1/2"
SEALANT
SEALANT, BOTH SIDES
DOUBLE LAYER OF 10 MIL SHEETVAPOR BARRIER
TILE FLOORING AS SCHEDULED
FIRST FLOOR0"
2
ACCESS PANEL FLOOR SYSTEMCONCRETE SLAB, SEE STRUCTURAL
(2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD
5/8" TYPE "X" GYPSUM WALLBOARD
STEP FOOTING, SEE STRUCTURAL
8" GALVANIZED METAL STUDS @ 24" O.C.
3" MINERAL FIBER INSULATION
EXTEND GYPSUM WALL BOARD TOFLOOR SLAB BELOW
STC 50 (MIN.)/1 HOUR FIRERATED WALL ASSEMBLY
CONCRETE SLAB, SEE STRUCTURAL
TRACK SET IN 2 BEADS OF SEALANT
SEALANT, BOTH SIDES
1'-6"
4 1/2"
TILE FLOORING AS SCHEDULED
SEALANTDOUBLE LAYER OF 10 MIL SHEETVAPOR BARRIER
SECOND FLOOR16'-8"
D
4" 4"
CONCRETE SLAB, SEE STRUCTURAL
GALVANIZED METAL DECK, SEESTRUCTURAL
STEEL BEAM, SEE STRUCTURAL
2 1/2" GALVANIZED METAL STUDS @24" O.C. W/ 5/8" TYPE "X" GYPSUMWALLBOARD, FILL CAVITY WITHMINERAL FIBER INSULATION
1'-0"
3 5/8" GALVANIZED METAL STUDS @24" O.C.
2 LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD3" MINERAL FIBER INSULATION
STEEL BEAM, SEE STRUCTURAL
GALV. METAL DECK, SEE STRUCTURAL
CONCRETE SLAB, SEE STRUCTURAL
ACCESS PANEL FLOOR SYSTEM
3" MINERAL FIBER INSULATION
1'-0"
STEEL ANGLE, SEE STRUCTURAL
SEALANT2 1/2" GALVANIZED METAL STUDS @24" O.C. W/ 5/8" TYPE "X" GYPSUMWALLBOARD, FILL CAVITY WITHMINERAL FIBER INSULATION
TRACK SET IN 2 BEADS OF SEALANT
STC 50 (MIN.)/1 HOUR FIRERATED WALL ASSEMBLY
SEALANT, BOTH SIDES
STC 50 (MIN.)/1 HOUR FIRERATED WALL ASSEMBLY
3 5/8" GALVANIZED METAL STUDS @ 24" O.C.W/ 5/8" TYPE "X" GYPSUM WALLBOARD
2 LAYERS 5/8" TYPE "X" GYPSUMWALLBOARD 3" MINERAL FIBER INSULATION
20 GA. CLIP @ 2'-0" O.C.
SECOND FLOOR16'-8"
2
4"4"
1'-0"
CONCRETE SLAB, SEE STRUCTURAL
STEEL BEAM, SEE STRUCTURAL
3 5/8" GALVANIZED METAL STUDS @ 24" O.C.
2 LAYERS 5/8" TYPE "X" GYPSUMWALLBOARD
3" MINERAL FIBER INSULATION
STEEL BEAM, SEE STRUCTURAL
GALV. METAL DECK, SEE STRUCTURALCONCRETE SLAB, SEE STRUCTURAL
ACCESS PANEL FLOOR SYSTEM
3" MINERAL FIBER INSULATION
STEEL ANGLE, SEE STRUCTURAL
EXTEND GYPSUM WALLBOARD TODECK AND SEAL WITH SEALANT
TRACK SET IN 2 BEADS OF SEALANT
STC 50 (MIN.)/1 HOUR FIRERATED WALL ASSEMBLY
SEALANT
FIT GYPSUM BOARD TIGHT TO DECK
STC 50 (MIN.)/1 HOUR FIRE RATEDWALL ASSEMBLY
6" GALVANIZED METAL STUDS @ 16" O.C.
5/8" TYPE "X" GYPSUM WALLBOARD
5/8" TYPE "X" GYPSUM WALLBOARD
EXTEND 2 LAYERS GYPSUMWALLBOARD TO SLAB BELOW
8" GALVANIZED METAL STUDS @16" O.C.
5/8" TYPE "X" GYPSUM WALLBOARD
3" MINERAL FIBER INSULATION
SEALANT
2 1/2" GALVANIZED METAL STUDS @ 16" O.C.
20 GA. CLIP @ 2'-0" O.C., INSTALL BEFOREFIRE PROOFING IS INSTALLED
FIRST FLOOR0"
D
4 1/2"
ACCESS PANEL FLOOR SYSTEM
CONCRETE SLAB, SEE STRUCTURAL
(2) LAYERS 5/8" TYPE "X" GYPSUMWALLBOARD
5/8" TYPE "X" GYPSUM WALLBOARD
STEP FOOTING, SEE STRUCTURAL
3 5/8" GALVANIZED METALSTUDS @ 24" O.C.
3" MINERAL FIBER INSULATION STC 50 (MIN.)/1 HOUR FIRE RATEDWALL ASSEMBLY
CONCRETE SLAB, SEE STRUCTURAL
TRACK SET IN 2 BEADS OF SEALANT
SEALANT, BOTH SIDES
DOUBLE LAYER OF 10 MIL SHEETVAPOR BARRIER
1'-6"
SECOND FLOOR16'-8"
7
CONCRETE SLAB, SEE STRUCTURAL
STEEL BEAM, SEE STRUCTURAL
5/8" TYPE "X" GYPSUM WALLBOARD
3" MINERAL FIBER INSULATION
STEEL BEAM, SEE STRUCTURAL
GALV. METAL DECK, SEE STRUCTURAL
CONCRETE SLAB, SEE STRUCTURAL
ACCESS PANEL FLOOR SYSTEM
STEEL ANGLE, SEE STRUCTURAL
EXTEND GYPSUM WALLBOARD TODECK AND SEAL WITH SEALANT
TRACK SET IN 2 BEADS OF SEALANT
SEALANT
FIT GYPSUM BOARD TIGHT TO FIRE PROOFING
STC 50 (MIN.)/1 HOUR FIRE RATEDWALL ASSEMBLY
8" GALVANIZED METAL STUDS @ 16" O.C.
EXTEND GYPSUM WALLBOARD TOSLAB BELOW
8" GALVANIZED METAL STUDS @16" O.C. 2 LAYERS 5/8" TYPE "X" GYPSUMWALLBOARD
3" MINERAL FIBER INSULATION
SEALANT
2 1/2" GALVANIZED METAL STUDS @ 16" O.C.
18 GA. CONTINUOUS CLIP ANGLE FOR GYP.BOARD ATTACHMENT. ATTACH TO Z-CLIP
FIRE PROOFING WHERE OCCURS, SEE A-150FOR LOCATION AND ADDITIONAL INFORMATION
3" MINERAL FIBER INSULATION
18 GA. CONTINUOUS CLIP ANGLE FOR GYP.BOARD ATTACHMENT. ATTACH TO STUD
Z-CLIP ATTACHED TO BEAM FOR TRACK ATFIRE PROOFING INSTALLATION LOCATION
1 HOUR FIRE RATED WALL ASSEMBLY
Z-CLIP ATTACHED TO BEAM FOR TRACK ATFIRE PROOFING INSTALLATION LOCATION
FILL CAVITY WITH MINERAL FIBER INSULATION
FILL CAVITY WITH MINERAL FIBER INSULATION
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-504
PART
IAL
SECT
IONS
AND
PLA
NDE
TAIL
S
B. M
AGG
IORE
T.W
ALLI
SB.
MAG
GIO
RE
BTA
FEBR
UARY
8, 2
017
A504
ES13
.DW
G
W91
278-
17-R
-001
0
-
3/4" = 1'-0"A-504
4 PARTIAL SECTION AT SLAB AND ACCESS FLOOR
3/4" = 1'-0"A-504
5 PARTIAL SECTION ACCESS FLOOR - COLUMN LINE "2"
3/4" = 1'-0"A-504
1 SECTION AT 2ND FLOOR SLAB TRANSITION 3/4" = 1'-0"A-504
3
PARTIAL SECTION AT 2ND FLOOR SLAB AND ACCESSFLOOR - LOBBY
3/4" = 1'-0"A-504
2
PARTIAL SECTION @ ACCESS FLOOR -COLUMN LINE "D"
3/4" = 1'-0"A-504
6 FIRE RATED SECTION AT 2ND FLR SLAB TRANSITION
SCALE: 3/4" = 1'-0"
0 8" 1'-4" 2'-8"
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SOUND INSULATION COMPRESSED TO FILL OPENING
5/8" TYPE "X" GYPSUM WALLBOARD
2 LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD
3" (MIN.) SOUND ATTENUATION BATTINSULATION IN STUD CAVITY
1 1/4" 28 GA. GALVANIZED STEEL CORNER BEAD,TYPICAL BOTH SIDES
1 5/8" 25 GA. GALVANIZED METAL STUDS
3 3/4" 4 1/8"
2 LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD
5/8" TYPE "X" GYPSUM WALLBOARD
3 5/8" GALVANIZED METAL STUDS @ 24"O.C. WITH 3" INSULATION IN STUD CAVITY
8" GALVANIZED METAL STUDS @ 24" O.C.
2 LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD8" GALVANIZED METAL STUDS @ 24" O.C.
1 1/4" 28 GA. GALVANIZED STEEL CORNERBEAD, TYPICAL BOTH SIDES
2 LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD
2 LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD
3" (MIN.) SOUND ATTENUATION BATTINSULATION IN STUD CAVITY
STEEL COLUMN, SEE STRUCTURAL
1 5/8" 25 GA. GALVANIZED METAL STUDS
GYPSUM WALLBOARD CORNER BEAD
5/8" TYPE "X" GYPSUM WALLBOARD
4 1/8"
GYPSUM BOARD CONTROL JOINT,TYPICAL BOTH SIDES
GYPSUM BOARD CONTROL JOINT,TYPICAL BOTH SIDES
2 LAYERS 1/2" TYPE "X" GYPSUMWALLBOARD
1/2" M
AX.
1/2" M
AX.
(1 H
OUR,
UNR
ESTR
A INE
D)
UL A
SSEM
BLY
X528
SOUND INSULATION COMPRESSED TO FILL OPENING
7
B
1 1/4" 28 GA. GALV. STEEL CORNER BEAD,TYPICAL BOTH SIDES
1 5/8" 25 GA. GALVANIZED METAL STUDS
"J" CASING BEAD
STEEL COLUMN, SEE STRUCTURAL
GYPSUM BOARD CONTROL JOINT
SEALANT
5/8" TYPE "X" GYPSUM WALLBOARD
8" GALVANIZED METAL STUDS @ 16" O.C.
SOUND INSULATION COMPRESSEDTO FILL OPENING
SOUND INSULATION COMPRESSEDTO FILL OPENING
SEALANT
4"4"
2 LAYERS 1/2" TYPE "X" GYPSUMWALLBOARD
2 LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD
1 1/4" 28 GA. GALV. STEEL CORNER BEAD,TYPICAL BOTH SIDES
"J" CASING BEAD
8" GALVANIZED METAL STUDS @ 16" O.C.
1 5/8" 25 GA. GALVANIZEDMETAL STUDS
5/8" TYPE "X" GYPSUM WALLBOARD
(1 H
OUR,
UNR
ESTR
A INE
D)
UL A
SSEM
BLY
X528
1/2" M
AX.
1/2" M
AX.
6
B
2 LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD
SOUND INSULATION COMPRESSED TO FILLOPENING
GYPSUM BOARD CONTROL JOINT,TYPICAL BOTH SIDES
3" (MIN.) SOUND ATTENUATION BATTINSULATION IN STUD CAVITY
GYPSUM BOARD CONTROLJOINT, TYPICAL BOTH SIDES
1 1/4" 28 GA. GALVANIZED STEEL CORNER BEAD,TYPICAL BOTH SIDES2 LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD
1 5/8" 25 GA GALVANIZED METAL STUDS
STEEL COLUMN, SEE STRUCTURAL
1 5/8" 25 GA GALVANIZED METAL STUDS
1 1/4" 28 GA. GALVANIZED STEEL CORNERBEAD, TYPICAL BOTH SIDES
3" (MIN.) SOUND ATTENUATION BATTINSULATION IN STUD CAVITY
SOUND INSULATION COMPRESSED TO FILLOPENING
2 LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD
5/8" TYPE "X" GYPSUM WALLBOARD
8" GALVANIZED METAL STUDS @ 24" O.C.
5/8" TYPE "X" GYPSUM WALLBOARD
2 LAYERS 1/2" TYPE "X" GYPSUMWALLBOARD
8" GALVANIZED METAL STUDS @ 24" O.C.
3 3/4" 4 1/8"
1/2" M
AX.
1/2" M
AX.
(1 H
OUR,
UNR
ESTR
A INE
D)
UL A
SSEM
BLY
X528
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-505
PLAN
DET
AILS
B. M
AGG
IORE
T.W
ALLI
SB.
MAG
GIO
RE
BTA
FEBR
UARY
8, 2
017
A505
ES13
.DW
G
W91
278-
17-R
-001
0
-
3" = 1'-0"A-505
2 FIRE RATED COLUMN DETAIL
3" = 1'-0"A-505
3 FIRE RATED COLUMN DETAIL 3" = 1'-0"A-505
1 FIRE RATED COLUMN DETAIL
SCALE: 3" = 1'-0"
0 2" 4" 8"
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ALUMINUMSTOREFRONT (SF)
(C)
SEE SCHED
SEE
SCHE
D
HOLLOW METAL(HM) FRAME
(2)
SEE SCHED
SEE
SCHE
D
2" 2"
2"
DOOR FRAME ELEVATIONS
SEE SCHED
SEE
SCHE
D
INSUL. HOLLOWMETAL (HM) DOOR
(A)
GALVANIZED METALCHAINLINK GATE
SEE
SCHE
D
10" M
IN.
SEE SCHED
INSUL. OVERHEAD COILING DOOR (OHCD)(D)
LOUVERED GATE(E)
SEE SCHED
SEE
SCHE
D
HOLLOW METAL(HM)FRAME
(1)
SEE SCHED
SEE
SCHE
D
2" 2"
4"
NOTE: SEE SCHEDULE FORGLAZING AND LOUVER OPENINGSDOOR ELEVATIONS
GLAZING LEGENDTG - 1/4" TEMPERED GLASS (CLEAR)
WG - WIRE GLASS (CLEAR)
LG- LAMINATED GLASS
INTERIOR
SEE
SCHE
D
SEE SCHED
SOLID COREWOOD(WD) DOOR
(F)
SEE SCHED
SEE
SCHE
D
SOLID CORE WOOD(WD) DOOR
(G)
VISION PANEL(AS SCHEDULED)
(B)
SEE
SCHE
D
DEMOUNTABLESLIDING GLASS DOOR
(H)
SEE SCHED
EXTERIOR
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
:
SBM
T BY
:
PLO
T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-601
DOO
R SC
HEDU
LE, D
OO
R AN
DFR
AME
TYPE
S, G
LAZI
NG L
EGEN
D
B. M
AGG
IORE
T.W
ALLI
SB.
MAG
GIO
RE
BTA
FEBR
UARY
8, 2
017
A601
ES13
.DW
G
W91
278-
17-R
-001
0
-
DOOR SCHEDULEDOOR FRAME
STCRATING
FIRERATING
HARDWARE
COMMENTSMARK
SIZE
MAT ELEV GLAZING
LOUVER
MAT ELEV
DETAILSETNO
KEYSIDEROOM
NUMBERWD HT THK WD HT HEAD JAMB SILL101A 3'-0" 7'-0" 1 3/4" ALUM C FULL - ALUM CW1 5/A-610 3,4 & 5/A-501 2 & 3/A-611 - - 01 EXT101B 3'-0" 7'-0" 1 3/4" ALUM C FULL - ALUM CW1 5/A-610 3,4 & 5/A-501 2 & 3/A-611 - - 01A EXT102A 3'-0" 7'-0" 1 3/4" INS HM A - - HM 2 5/A-603 5/A-603 SIM - 47 - 21A 101102B 3'-0" 7'-0" 1 3/4" INS HM A - - HM 2 5/A-603 5/A-603 SIM - 47 - 17B 101103 3'-0" 7'-0" 1 3/4" SCWD G 6 x 30 WG - HM 1 3/A-603 4/A-603 - - 1 HR 17A 102105 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 1 HR 19 102106 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - - 19A 105
108A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM - 47 45 MIN. 17D 107108B 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM - 47 45 MIN. 17C 107109 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 45 MIN. 21B 107
110A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM - 47 45 MIN. 17C 107110B 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM - 47 45 MIN. 17D 107111A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM - 47 45 MIN. 17D 107111B 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM - 47 45 MIN. 17C 107112 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 45 MIN. 21B 107
113A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM - 47 45 MIN. 17C 107113B 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM - 47 45 MIN. 17D 107114A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM - 47 45 MIN. 17D 122114B 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM - 47 45 MIN. 17D 122115A 6'-0" 7'-0" 1 3/4" SCWD F - - HM 1 3/A-603 4/A-603 - - 45 MIN. 20A 107115B 10'-0" 10'-0" 2" OHCD D - - STEEL - 2/A-312 3/A-602 - - - 02A 115115C 3'-0" 7'-0" 1 3/4" INS HM A - - HM 1 1/A-602 2/A-602 - 47 - 03A 115116 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - - 21 107 SOUND SEAL ON DOOR117 3'-0" 8'-10 1/2" 1 1/2" DPG H FULL - ALUM - 7/A-610 7/A-610 - - - 02 107 DEMOUNTABLE PARTITION WITH SLIDING DOOR, SEE
3/A-610118 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - - 13 107119 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - - 13 107120 3'-6" 7'-0" 1 3/4" INS HM A - - HM 1 1/A-602 2/A-602 - - - 07 EXT121 6'-0" 7'-0" 1 3/4" INS HM A - - HM 1 1/A-602 2/A-602 - - - 06 EXT122 3'-0" 7'-0" 1 3/4" INS HM A - - HM 1 1/A-602 2/A-602 - 47 - 03 -
123A 6'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 45 MIN. 20A 122123B 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 45 MIN. 17E 122124A 3'-0" 7'-0" 1 3/4" SCWD G 6 x 30 WG - HM 1 3/A-603 4/A-603 - - 1 HR 17A 122124B 3'-0" 7'-0" 1 3/4" INS HM A - - HM 1 1/A-602 2/A-602 - 47 - 03C -125A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 3/A-603 4/A-603 47 90 MIN. 22 125125B 3'-0" 7'-0" 1 3/4" INS HM A - - HM 1 1/A-602 2/A-602 - 1 HR 03B 125126 3'-0" 7'-0" 1 3/4" INS HM A - - HM 1 1/A-602 2/A-602 - - 05 EXT201 3'-0" 7'-0" 1 3/4" SCWD G 6 x 30 WG - HM 1 3/A-603 4/A-603 - 1 HR 17 202203 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 21 202 SOUND SEAL ON DOOR204 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 19B 202205 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 14 202
207A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM 47 45 MIN. 17D 206207B 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM 47 45 MIN. 17C 206208 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - 45 MIN. 21B 206
209A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM 47 45 MIN. 17C 206209B 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2A-603 2/A-603 SIM 47 45 MIN. 17D 206210A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2A-603 2/A-603 SIM 47 45 MIN. 17D 206210B 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 3/A-603 3/A-603 SIM 47 45 MIN. 17C 206211 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - 45 MIN. 21B 206
212A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM 47 45 MIN. 17C 206212B 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2/A-603 2/A-603 SIM 47 45 MIN. 17D 206213A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2A-603 2/A-603 SIM 47 45 MIN. 17D 206213B 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 2A-603 2/A-603 SIM 47 45 MIN. 17C 206214 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - 45 MIN. 21C 206
215A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 21 206 SOUND SEAL ON DOOR215B 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 21 206 SOUND SEAL ON DOOR216 3'-0" 7'-0" 1 3/4" SCWD G 6 x 30 WG - HM 1 3/A-603 4/A-603 - 1 HR 17 206
217A 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 21D 206 SOUND SEAL ON DOOR217B 3'-4 9/16" 8'-10 1/2" 1 1/2" DPG H FULL,TG - ALUM - - - - - 02 217A CID - DEMOUNTABLE PARTITION SLIDING DOOR,
FRAME, AND HARDWARE - (BID OPTION)217C 3'-4 7/16" 8'-10 1/2" 1 1/2" DPG H FULL,TG - ALUM - - - - - 02 217A CID - DEMOUNTABLE PARTITION SLIDING DOOR,
FRAME, AND HARDWARE - (BID OPTION)217D 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 21 206 SOUND SEAL ON DOOR218 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 13 206219 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - - 13 206220 3'-0" 8'-10 1/2" 1 1/2" DPG H FULL - ALUM - 7/A-610 7/A-610 - - 02 206 DEMOUNTABLE PARTITION WITH SLIDING DOOR, SEE
3/A-610221 3'-0" 7'-0" 1 3/4" SCWD F - - HM 2 1/A-603 1/A-603 SIM - 1 HR 19 206222 6'-0" 7'-0" 1 3/4" INS HM A - - HM 2 2A-603 2/A-603 SIM 47 1 HR 20 206G1 8'-0" 8'-0" GALV. MTL. B - - - - - - - - - EXT PROVIDE GALVANIZED STEEL DROP ARM ROD, KEEPER
AND LOCK HASP FOR GFGI PAD LOCKG2 8'-0" 8'-0" GALV. MTL. B - - - - - - - - - EXT PROVIDE GALVANIZED STEEL DROP ARM ROD, KEEPER
AND LOCK HASP FOR GFGI PAD LOCKG3 8'-0" 8'-0" GALV. MTL. B - - - - - - - - - EXT PROVIDE GALVANIZED STEEL DROP ARM ROD, KEEPER
AND LOCK HASP FOR GFGI PAD LOCKG4 8'-0" 8'-0" GALV. MTL. B - - - - - - - - - EXT PROVIDE GALVANIZED STEEL DROP ARM ROD, KEEPER
AND LOCK HASP FOR GFGI PAD LOCKG5 15'-0" 8'-0" 1 3/4" ALUM. E - FULL FULL ALUM - - 5/A-114 - - - - EXT PROVIDE GALVANIZED STEEL DROP ARM ROD AND
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GALVANIZED METAL MESH TIES @ 16"O.C. VERTICALLY @ OPENINGS ONLY4" NOMINAL SMOOTH-FACE CMUVENEERFLUID APPLIED AIR /
MOISTURE BARRIER
4 X 8 X 16 NOMINAL SPLIT-FACE CMU VENEER
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1'-3 5
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JAMB ANCHOR - 3 PER SIDE (MINIMUM)
5 3/4"
8" NOMINAL CMU, SEE STRUCTURALDRAWINGS FOR REINFORCINGGYPSUM WALLBOARD AND FURRINGWHERE SCHEDULED
8"7 5
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1/2"
2 1/2"
4 X 8 16 NOMINAL SPLITFACECMU VENEER
MORTAR MESH
R-10 RIGID INSULATION
CONTINUOUS THRU-WALL FLASHINGW/ WEEP HOLES @ 16" O.C. TURN UPWALL 8" MINIMUM AND INTO MASONRYCOURSING. EXTEND 8" BEYOND JAMBEA. SIDE AND PROVIDE END DAMS
HOT DIPPED GALVANIZED STEELANGLE, PAINTED WITH HIGHPERFORMANCE COATING SYSTEM(HPCS) TO MATCH SPLITFACE CMU,SEE STRUCTURAL
CONTINUOUS SEALANT
AIR SPACE
FLUID-APPLIED AIR / MOISTUREBARRIER
CONTINUOUS SEALANT
PT SHIM AS REQUIRED
SELF-ADHEREDMEMBRANE FLASHING,
TURN INTO OPENING HOLLOW METAL DOOR FRAME,PAINTED, GROUT FILL SOLID
DOOR AS SCHEDULED
7 5/8"
5 3/4"
8"
1 1/4"
4"
GYPSUM WALLBOARDAND FURRING WHERE
SCHEDULED
1'-3 5/8"
8" NOMINAL CMU, SEESTRUCTURAL DRAWINGS
FOR REINFORCING 8 x 8 x 16 NOMINALCMU , NOMINAL, SEE
STRUCTURAL FORREINFORCING
FLUID-APPLIEDAIR/MOISTURE BARRIER
AIR SPACE
4 x 8 x 16 NOMINALSPLIT FACE CMU
VENEER, NOMINAL, SEESTRUCTURAL
HOT DIPPED GALVANIZED 1/4"THICK x 48" HIGH STEEL BENTPLATE, PAINTED WITH HIGHPERFORMANCE COATINGSYSTEM (HPCS) TO MATCHSPLITFACE CMU, SEESTRUCTURAL
STEEL ANGLE DOOR GUIDESBY DOOR MANUFACTURER,ANCHOR TO MASONRY WALL,PAINT TO MATCH WALL
INSULATED OVERHEAD DOOR
GALVANIZED METAL MESHTIES @ 16" O.C. VERTICALLY@ OPENINGS
4" NOMINAL SMOOTHFACE CMU VENEER
R10 RIGID INSULATION
1'-3 5
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7 5/8"
8"
8" MIN.
3"
GALVANIZED METAL STRAP @ 16"O.C. VERT., 3 SIDES OF OPENING
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
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1 EXT. DOOR HEAD - CMU WALL
SCALE: 3" = 1'-0"
0 2" 4" 8"
3" = 1'-0"A-602
3 OVERHEAD COILING DOOR JAMB DETAIL(STC 47 SIMILAR)
(STC 47 SIMILAR)
£4-GYPSUM WALL BOARD ON -
GALVANIZED METAL STUD FRAMING, SEE WALL TYPE / CONSTRUCTION LEGEND ON SHEET A-002 THRU A-004 FOR SPECIFIC STUD AND GYPSUM BOARD REQUIREMENTS
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CONTINUOUS SEALANT,TYP. BOTH SIDES
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EQ 5 3/4" EQ
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16 GA GALVANIZED STEEL STUDHEADER (DOUBLE STUDS AT JAMBS)
CONTINUOUS SEALANT, TYP.BOTH SIDES
3" (MIN.) FRICTION FIT SOUNDATTENUATION BATT INSULATIONIN STUD CAVITY
DOOR AS SCHEDULED
SOUND ATTENUATION BATTINSULATION, FILL CAVITY COMPLETELY
5/8" TYPE "X" GYPSUM WALLBOARD ON 21/2" GALVANIZED METAL STUD FRAMING,SEE WALL TYPE / CONSTRUCTION LEGENDON SHEET A-002 THRU A-004.
5/8" TYPE "X" GYPSUM WALLBOARDON 2 1/2" GALVANIZED METAL STUDFRAMING, SEE WALL TYPE /CONSTRUCTION LEGEND ON SHEETA-002 THRU A-004.
NOTE: SOUND SEALS TO BE PROVIDEDAS REQUIRED BY TESTED ASSEMBLY
HOLLOW METAL DOOR FRAME, PAINT. FILLFRAME W/ MINERAL FIBER OR ROCK WOOLINSULATION PER MANUFACTURERSRECOMMENDATIONS FOR STC ASSEMBLY
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
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OLA,
FLO
RIDA
2 3 4 5
B
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D
DRAW
N BY
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T SC
ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
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HURL
BURT
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LD, F
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AGG
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B.M
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IORE
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FEBR
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017
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W91
278-
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0
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3" = 1'-0"A-603
1 INTERIOR DOOR HEAD DETAIL - STUD
3" = 1'-0"A-603
2 INTERIOR STC 47 HM DOOR HEAD
3" = 1'-0"A-603
3 INTERIOR DOOR HEAD DETAIL - CMU
3" = 1'-0"A-603
4 INTERIOR DOOR JAMB DETAIL - CMU
(JAMB SIMILAR)
(JAMB SIMILAR)
3" = 1'-0"A-603
5 INTERIOR SECURE/STC 47 HM DOOR HEAD(JAMB SIMILAR)
SCALE: 3" = 1'-0"
0 2" 4" 8"
1 2 3 4 5
15'-4" R.O.14'-7" 15/16"12'-0" R.O.7'-5" 6" 7'-5"
GLAZING LEGEND3-1 1/2" 2" 3-11/2" 3'-4" 3'-4" 3'-8" 3'-8" 3'-8" 3-71/2" 3'-8" 3'-0" 3'-8" 3'-11 7/16" 3'-8" 3'-0" 3'-9"YA r ifA r
«I* * 4TSUNSHADE, SEE
DETAILS 9 & 10/A-610Y YY 3"' T- ■J3"-3" -3" '-3'
\A-610/
1 1/2"^ 1 1/2"^1 1/2 1 1/2"' 1 1/2"-/ 1 1/2"-' 1 1/2"- 1 1/2"' 11/2"- 11/2"' LG1 - 5/16" THICK LAMINATED GLASS, WITH COLORED INNERLAYER.7 7
4 G2 - INSULATED LOW E, TINTED, LAMINATED GLASS (BLAST/HURRICANE IMPACT).
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GENERAL NOTESs p j?---- -S -----■?g g CD' CD'G2 G2 G2G 2 G2 LG1 LG1 LG1G2 G2 LG1 LG1 LG15 =
Ad 1. FIELD VERIFY ALL ROUGH OPENING DIMENSIONS PRIOR TO FABRICATION.
2. R.O.-ROUGH OPENING3. ALL CURTAINWALL MULLIONS 3" WIDE UNLESS NOTED OTHERWISE.4. AT ENTRANCES IN CURTAIN WALL SYSTEMS, PROVIDE 3/4"
SUBFRAME.5. SOLAR SHADING DEVICES NOT SHOWN. SEE BUILDING ELEVATIONS
AND REFLECTED CEILING PU\NS FOR ADDITIONAL INFORMATION.6. JAMB DETAIL SAME AT EACH SIDE UNLESS NOTED OTHERWISE.7. BOTTOM OF ROUGH OPENING AT FINISH FLOOR ELEVATION UNLESS
NOTED OTHERWISE.
« *en
\ 3 LG12 1
.A-611. .A-611 .A-611 LG1s sG2 G2 G2 G2 G24: * tztzAd SLIDING DOORSLIDING DOOR
£14V.A-610 JCW1 £14V A-610 J
CW2 £24V A-610 JDEMOUNTABLE PARTITION @#117 £24V A-610 J
DEMOUNTABLE PARTITION @ #2201/4" = 1‘-0" 1/4"= 1'-0" 1/4"= 1'-0" 1/4" = 1'-0"
r-3 5/8"
8" 7 5/8" 21/2"4X8X16 NOMINALSPLITFACE
CMU VENEER7^~
M2"-'
is
FLUID-APPLIED AIR/ MOISTURE BARRIER CONCRETE SLAB ON METAL DECK,
REFER TO STRUCTURAL/v /— 1
c SR-10 RIGID INSULATION 2"-11/4"8X8X16 NOMINAL CMU. SEE STRUCTURAL
SECOND FLOOR Q
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16'-8"5/8"\ 7/8"\
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6
6 5/8" 3 1/4"CONTINUOUS THRU-WALL FLASHING W/WEEP HOLES @16"
O.C. TURN UP WALL 8" MINIMUM AND INTO MASONRY COURSING.
EXTEND 8" BEYOND JAMB EA. SIDE AND PROVIDE END DAMS
&Bg*• j 5/8" 1TPE "X" GYPSUM WALLBOARD I
A GALVANIZED METAL STUD BRACING AT 48" O.C. AT MID-POINT, BRACE TO STRUCTURE ON OPPOSITE CORRIDOR WALL
i oHW i'<2 7/16 21/2" GALVANIZED METAL STUD FRAMING !°■n M
UD
m•XPREFINISHED CURTAINWALL
WINDOW SYSTEM, SEE WINDOW ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION
% 3 5/8" GALVANIZED METAL STUDS AT 16" O.C.HOT DIPPED GALVANIZED STEEL
ANGLE, PAINTED WITH HIGH PERFORMANCE COATING SYSTEM
(HPCS) SEE STRUCTURAL
3 5/8" AIRFOIL LOUVER ANCHORED TO OUTRIGGER
CONTINUOUS SEAU\NT
GALVANIZED STEEL PLATE EMBED FOR ATFP CONNECTION OF WINDOW, SEE STRUCTURAL
SHIM AS REQUIRED
' :CO Sifed 5/8" 1TPE "X" GYPSUM WALL
BOARD EACH SIDESUNSHADE BRACKET, ATTACH TO VERTICAL CWMULLION
CONTINUOUS BACKER ROD AND SEALANT WEDGE OUTRIGGER ANCHORED
TO SUNSHADE BRACKETPREFINISHED ALUMINUM CURTAIN WALL SYSTEM
711/16" WEDGE FASCIA ANCHORED TO OUTRIGGERI ISELF ADHERED MEMBRANE FLASHING,
TURN INTO OPENING.CURTAINWALL HEAD DETAIL SOLAR SHADING DEVICE - 24"V A-610 J
£24V A-610 J3" = 1'-0" 1 1/2"= 1'-0" 8" -16 GA GALVANIZED STEEL STUD
HEADER WITH TRACKS AT TOP AND BOTTOM (DOUBLE STUDS AT JAMBS)
B
5/8" 1TPE "X" GYPSUM WALL BOARD
8X8X16 NOMINAL CMU, SEE STRUCTURAL DRAWINGS
3'-2 3/16"
DEMOUNTABLE PARTITION FRAME, REFER TO INTERIORS
1 5/16" 1 3/8\ 1 3/8 \ 1 3/8\ 1 3/8"\ 1 3/8\
J 31/4"J 31/4"j 31/4" J 3 1/4" j 31/4" J j7^7C 7 C 7 ^7^ 7^7^ 7^7C 7^7C
6 5/8" 3 1/4" 711/16"21/2" GALVANIZED METAL FRAMING 5?& CD
ÏI
CNICONTINUOUS SEALANTisCONTINUOUS BACKER ROD AND SEALANT£ K7 Y2. SEE GLAZING LEGEND FOR TYPE
TYYY-At'-i XSELF ADHERED FU\SHING, TURN INTO OPENING
$ 3 5/8" AIRFOIL LOUVER ANCHORED TO OUTRIGGER
SUNSHADE BRACKET, ATTACH TO VERTICAL CWMULLION
h PREFINISHED CURTAINWALL WINDOW SYSTEM, SEE WINDOW ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION
FIRST FLOOR QSHIM AS REQUIRED PREFINISHED ALUMINUM CURTAIN WALL SYSTEM
-?1 'FLUID APPLIED AIR/ MOISTURE BARRIER g j
b igen
WEDGE OUTRIGGER ANCHORED TO SUNSHADE BRACKET £14
V A-610 J
DEMOUNTABLE PARTITION SECTIONWEDGE FASCIA ANCHORED TO OUTRIGGER
to1 1/2" = 1'-0"
R10 RIGID INSULATION 0 2' 4' 8'5 CONTINUOUS BACKER ROD AND SEALANTbo cni 3" ZÎÔX
V A-610 JSOLAR SHADING DEVICE - 36"A AIRSPACE SCALE: 1/4"= 1'-0"
4" NOMINAL SMOOTH FACE CMU VENEER 1 1/2"= 1'-0"0 4" 8" 1 '-4"
GALVANIZED METAL MESH TIES @ 16" O.C. VERTICALLY
SCALE: 1 1/2"= 1'~0"4X8X16 NOMINAL
SPLIFACE CMU VENEER 0 2" 4" 8"
CURTAINWALL JAMB DETAIL(24V.A-610 J
SCALE: 3" = 1'~0"3" = 1 '-0"
SHEETIDENTIFICATION
A-610
US Army Corps of Engineers ® Mobile District
\MAR
KSI
ZE:
22" x
34"
DAT
ED
ESC
RIP
TIO
NFI
LE N
AME
: A6
10ES
13.D
WG
BULL
OC
K TI
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T, S
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NU
MB
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M01
5ES1
3P
LOT
DAT
E:
8 FE
B. 2
017
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W91
278-
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-001
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FY16
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ION
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017
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CONTINUOUS BACKERROD AND SEALANT
CONTINUOUS SEALANT
SHIM AS REQUIRED
PREFINISHED ALUMINUM CURTAIN WALLSYSTEM
7 11/16"
3"
2 1/2" GALVANIZED METAL STUDFRAMING
MORTAR MESH
R-10 RIGID INSULATION
CONTINUOUS THRU-WALLFLASHING W/ WEEP HOLES @ 16"
O.C. TURN UP WALL 8" MINIMUMAND INTO MASONRY COURSING.
EXTEND 8" BEYOND JAMB EA. SIDEAND PROVIDE END DAMS
HOT DIPPED GALVANIZED STEELANGLE, PAINTED WITH HIGH
PERFORMANCE COATING SYSTEM(HPCS) SEE STRUCTURAL
FLUID-APPLIED AIR /MOISTURE BARRIER
4 X 8 X 16 NOMINAL SPLITFACECMU VENEER
2 7/16"
1'-3 5/8"
8" 7 5/8"
8 X 8 X 16 NOMINAL CMU. SEESTRUCTURAL
5/8" TYPE "X" GYPSUMWALLBOARD
SELF ADHERED MEMBRANE FLASHING,TURN INTO OPENING.
1/2"
2 1/2"
GALVANIZED STEEL PLATE EMBED FOR ATFPCONNECTION OF WINDOW, SEE STRUCTURAL
3"
2'-11
1/2" 3"
3'-7 1
/4"3"2'-
5 1/4" 3"
10'-0
" R.O
.
15'-4" R.O.
7'-5" 6" 7'-5"
3"
3'-1 1/2"
3"
2"
3"
3'-1 1/2"
3" 3"
3'-4"
3"
3'-4"
3"
G2 G2 G2 G2
G2 G2
G2 G2
G2G2
5
A-610
101A101B5
A-501
4
A-501
3
A-501
2
A-611
3
A-611
3"
2'-11
1/2" 3"
3'-7 1
/4"
3"2'-5 1
/4" 3"10
'-0" R
.O.
3"3'-8"
3"3'-8"
3"3'-8"
3"
12'-0" R.O.
G2 G2 G2
G2 G2 G2
G2 G2 G2
5
A-610
6
A-610
1
A-611
SUNSHADE, SEEDETAILS 9 & 10/A-610
10
A-610
9
A-610
GLAZING LEGENDLG1 - 5/16" THICK LAMINATED GLASS, WITH COLORED INNERLAYER.
G2 - INSULATED LOW E, TINTED, LAMINATED GLASS (BLAST/HURRICANEIMPACT).
GENERAL NOTES1. FIELD VERIFY ALL ROUGH OPENING DIMENSIONS PRIOR TO
FABRICATION.2. R.O. - ROUGH OPENING3. ALL CURTAINWALL MULLIONS 3" WIDE UNLESS NOTED OTHERWISE.4. AT ENTRANCES IN CURTAIN WALL SYSTEMS, PROVIDE 3/4"
SUBFRAME.5. SOLAR SHADING DEVICES NOT SHOWN. SEE BUILDING ELEVATIONS
AND REFLECTED CEILING PLANS FOR ADDITIONAL INFORMATION.6. JAMB DETAIL SAME AT EACH SIDE UNLESS NOTED OTHERWISE.7. BOTTOM OF ROUGH OPENING AT FINISH FLOOR ELEVATION UNLESS
NOTED OTHERWISE.
2 7/16
"
2 1/2" GALVANIZEDMETAL FRAMING
CONTINUOUS BACKER ROD AND SEALANT
CONTINUOUS SEALANT
SHIM AS REQUIREDPREFINISHED ALUMINUMCURTAIN WALL SYSTEM
3"
7 11/1
6"
4 X 8 X 16 NOMINALSPLIFACE CMU VENEER
AIR SPACE
R10 RIGID INSULATION
FLUID APPLIED AIR /MOISTURE BARRIER
8 X 8 X 16 NOMINAL CMU, SEESTRUCTURAL DRAWINGS
5/8" TYPE "X" GYPSUMWALL BOARD
GALVANIZED METAL MESH TIES @ 16"O.C. VERTICALLY
4" NOMINAL SMOOTH FACE CMU VENEER
CONTINUOUS BACKER RODAND SEALANT
7 5/8"
8"
1'-3 5
/8"
2 1/2"
1/2"
SELF ADHERED FLASHING,TURN INTO OPENING
6 5/8"
1 3/4"
WEDGE FASCIA ANCHORED TO OUTRIGGER
WEDGE OUTRIGGER ANCHORED TOSUNSHADE BRACKET
3 5/8" AIRFOIL LOUVERANCHORED TO OUTRIGGER PREFINISHED CURTAINWALL
WINDOW SYSTEM, SEEWINDOW ELEVATIONS ANDDETAILS FOR ADDITIONALINFORMATION
SUNSHADE BRACKET, ATTACH TOVERTICAL CW MULLION
3 1/4"1 3/8"3 1/4"
1 3/8"3 1/4"
1 3/8"3 1/4"
1 3/8"3 1/4"
1 3/8"3 1/4"
1 5/16"7 11/16"
3'-2 3/16"
WEDGE FASCIA ANCHORED TO OUTRIGGER
WEDGE OUTRIGGER ANCHOREDTO SUNSHADE BRACKET
3 5/8" AIRFOIL LOUVERANCHORED TO OUTRIGGER
PREFINISHED CURTAINWALLWINDOW SYSTEM, SEE WINDOWELEVATIONS AND DETAILS FORADDITIONAL INFORMATION
SUNSHADE BRACKET, ATTACHTO VERTICAL CW MULLION
6 5/8"
5"
1 3/4"
5/8"3 1/4"
7/8"3 1/4"
7/8"3 1/4"7/8"
3 1/4"
1 7/8"
2'-1 1/4"
9'-0"
LG1 LG1 LG1
LG1
14'-7"
1 1/2"
3'-7 1/2"
1 1/2"
3'-8"
1 1/2"
3'-0"
1 1/2"
3'-8"
1 1/2"7
A-610
SLIDING DOOR
LG1LG1LG1
9'-0"
14'-11 15/16"
LG1
1 1/2"
3'-9"
1 1/2"
3'-0"
1 1/2"
3'-8"
1 1/2"
3'-11 7/16"
1 1/2"7
A-610SIM
SLIDING DOOR
FIRST FLOOR0"
SECOND FLOOR16'-8"
5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE
DEMOUNTABLE PARTITION FRAME,REFER TO INTERIORS
8" - 16 GA GALVANIZED STEEL STUDHEADER WITH TRACKS AT TOP ANDBOTTOM (DOUBLE STUDS AT JAMBS)
3 5/8" GALVANIZED METAL STUDS AT 16" O.C.
GALVANIZED METAL STUD BRACING AT 48"O.C. AT MID-POINT, BRACE TO STRUCTUREON OPPOSITE CORRIDOR WALL
CONCRETE SLAB ON METAL DECK,REFER TO STRUCTURAL
9'-0"
SEE GLAZING LEGEND FOR TYPE
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
TES
909
E. C
ERVA
NTES
STR
EET,
SUI
TE B
.PE
NSAC
OLA,
FLO
RIDA
2 3 4 5
B
C
D
DRAW
N BY
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SBM
T BY
:
PLO
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ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-610
CURT
AINW
ALL
ELEV
ATIO
NS A
NDDE
TAIL
S
B. M
AGG
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K.W
HITE
B.M
AGG
IORE
BTA
FEBR
UARY
8, 2
017
A610
ES13
.DW
G
W91
278-
17-R
-001
0
-
3" = 1'-0"A-610
5 CURTAINWALL HEAD DETAIL
1/4" = 1'-0"A-610
1 CW1 1/4" = 1'-0"A-610
2 CW2
3" = 1'-0"A-610
6 CURTAINWALL JAMB DETAIL SCALE: 3" = 1'-0"
0 2" 4" 8"SCALE: 1 1/2" = 1'-0"
0 4" 8" 1'-4" 1 1/2" = 1'-0"A-610
10 SOLAR SHADING DEVICE - 36"
1 1/2" = 1'-0"A-610
9 SOLAR SHADING DEVICE - 24"
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
1/4" = 1'-0"A-610
3 DEMOUNTABLE PARTITION @ #117 1/4" = 1'-0"A-610
4 DEMOUNTABLE PARTITION @ #220
1 1/2" = 1'-0"A-610
7 DEMOUNTABLE PARTITION SECTION
ITE1
à
t
i— TILE FLOORING, AS SCHEDULEDPREFINISHED SILL FLASHING,
SET IN FULL BED OF SELANT, TURN UP BEHIND
CURTAINWALL SNAP-ON COVER E AND PROVIDE END DAMS. SEAL
ALL INSIDE CORNERS
fO
YL : : :U
SELF-ADHERED MEMBRANE FLASHING, TURNED INTO OPENING •• : <•
V •; •• •:
V A-611 J
SELF-ADHERED MEMBRANE FLASHING TURNED INTO OPENING
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PREFINISHED SILL FLASHING,SET IN FULL BED OF SELANT,
TURN UP BEHINDCURTAINWALL SNAP-ON COVERAND PROVIDE END DAMS. SEAL
ALL INSIDE CORNERS
PREFINISHED ALUMINUMCURTAIN WALL SYSTEM
4 x 8 x 16 NOMINAL SPLIT FACECMU VENEER. CUT SLOPE
AWAY FROM CW FRAME
GROUT CAVITY SOLIDBELOW FLASHING
STEEL TUBE, SEESTRUCTURAL
SHIM AS REQUIRED
CONTINUOUS BACKERROD AND SEALANT
SELF-ADHERED MEMBRANEFLASHING, TURNED INTO OPENING
CONTINUOUS BACKERROD AND SEALANT
TILE FLOORING, ASSCHEDULED
7 11/16"
2 7/16"
1"
3"
PREFINISHED ALUMINUMCURTAIN WALL SYSTEM
STEEL TUBE, SEE STRUCTURAL
SEALANT AND BACKER ROD
SLOPE SIDEWALK AWAYFROM CW FRAME, SEE CIVIL
7 11/16"
SHIM AS REQUIRED
BACKER ROD AND SEALANT
TILE FLOORING, ASSCHEDULED
PREFINISHED SILL FLASHING, TURN UPBEHIND CURTAINWALL SNAP-ON
COVER. SEAL ALL INSIDE CORNERS
SELF-ADHERED MEMBRANEFLASHING TURNED INTO OPENING
MEMBRANE WATER PROOFING
2 7/16"
3"
SEALANT
PT WOOD BLOCKING
A
STEEL TUBE, SEE STRUCTURAL
SLOPE SIDEWALK AWAYFROM CW FRAME, SEE CIVIL
TILE FLOORING, ASSCHEDULED
MEMBRANE WATER PROOFING
SEALANT
7 11/16"
PREFINISHED ALUMINUMSTOREFRONT DOOR
PREFINISHED ALUMINUMSTOREFRONT DOOR
THRESHOLD SET IN FULL BEDOF SEALANT
PT WOOD BLOCKING
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S.
ARM
Y CO
RPS
OF
ENG
INEE
RSDE
SIG
NED
BY:
BULL
OCK
TICE
ASS
OCIA
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909
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STR
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SUI
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B
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DRAW
N BY
:
SBM
T BY
:
PLO
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ALE:
SIZE
:
CKD
BY:
PLO
T DA
TE:
DATE
:
SOLI
CITA
TIO
N NO
.:
CONT
RACT
NO
.:
PRO
JECT
NUM
BER:
FILE
NAM
E:M
ARK
DESC
RIPT
ION
DATE
APPR
1:1
22"
x 34
"
MO
BILE
DIS
TRIC
TM
OBI
LE, A
LABA
MA
M01
5ES1
38
FEB.
201
7
FY16
ADD
ITIO
N TO
39
IOS
FACI
LITY
HURL
BURT
FIE
LD, F
LORI
DA
A-611
CURT
AINW
ALL
DETA
ILS
B. M
AGG
IORE
K.W
HITE
B.M
AGG
IORE
BTA
FEBR
UARY
8, 2
017
A611
ES13
.DW
G
W91
278-
17-R
-001
0
-
3" = 1'-0"A-611
1 CURTAINWALL SILL DETAIL
3" = 1'-0"A-611
2 CURTAINWALL SILL DETAIL - SIDEWALK
3" = 1'-0"A-611
3 SF DOOR THRESHOLD DETAIL @ CURTAINWALL
FLUID APPLIED AIR/ <MOISTURE BARRIER -oVüwO
R10 RIGID INSULATION
AIRSPACE
4X8X16 NOMINAL SPLIFACE CMU VENEER
SEE WALL TYPE LEGEND FOR EXACT METAL STUD/FURRING
AND GYPSUM WALLBOARD CONFIGURATION
8X8X16 NOMINAL CMU, SEE STRUCTURAL DRAWINGS
4"*1 1/4"
CONTINUOUS BACKER ROD AND SEAU\NT, BOTH SIDES
SELF-ADHERED FLASHING MEMBRANE, TURN INTO OPENING
PREFINISHED METAL SILL FLASHING, TURN UP BEHIND FRAME AND SIDES OF FRAME, SET IN CONTINUOUS BED OF SEALANT
INSECT SCREEN
PREFINISHED METAL LOUVER, SEE MECHANICAL FOR EXACT PROFILE TYPE &
CONTINUOUS BACKER ROD AND SEAU\NT, BOTH SIDES
METAL ANGLE, ANCHOR TO WALL AND LOUVER
I><E2X P.T. WOOD BLOCKING/NAILER F Aj
r i)‘ -«• •
• v:• 2X P.T. BLOCKING, ATTACH
TO MASONRY
4X8X16 NOMINAL SPLIT FACE CMU VENEER
i%SHIM AS REQUIRED
18X8X16 NOMINAL CMU, SEE STRUCTURAL4—* R10 RIGID INSULATION
vCONTINUOUS BACKER ROD AND SEALANT 4" NOMINAL SMOOTH FACE CMU VENEER
AIRSPACESEE WALL TYPE LEGEND
FOR EXACT METAL STUD/FURRING AND
GYPSUM WALLBOARD CONFIGURATION
FLUID-APPLIED AIR/MOISTURE BARRIER
GALVANIZED METAL MESH TIES @ 16" O.C. VERTICALLY
■- r
j.7 5/8" 8"
LOUVER SILL DETAILC14V A-612 J 3" = 1 '-0" 0 2' 4' 8'
SCALE: 1/4"= 1'-0"0 2" 4" 8"
SCALE: 3" = 1'~0"
/T\ LOUVER JAMB DETAIL\A-612J 3" = 1'-0"
1ST FLOOR------FFE
gsA.2V A-612 J 1/4"= 1'-0"
US Army Corps of Engineers ® Mobile District
1‘-3 5/8"
7 5/8" 8" 4X816 NOMINALSPLITFACE CMU VENEER AIRSPACE
<
IFLUID-APPLIED AIR/MOISTURE BARRIER
R-10 RIGID INSULATION
MORTAR MESH
V lA_ _ _ _ _ _X
CONTINUOUS THRU-WALL FLASHING W/WEEP HOLES @ 16" O.C. TURN UP WALL 8" MINIMUM AND INTO MASONRY COURSING. EXTENDS" BEYOND JAMB EA. SIDE AND PROVIDE END DAMS
5'-0" 6'-0"
1GYPSUM WALLBOARD AND FURRING WHERE
SCHEDULED
5 5HOT DIPPED GALVANIZED STEEL ANGLE, PAINTED WITH A HIGH PERFORMANCE COATING SYSTEM (HPCS) TO MATCH SPLITFACE CMU SEE STRUCTURAL
.A-61: .A-61:
I______ I.ax\A-612/
I6S’ S’
I.A-61: CM CMDUCT COLLAR-SEE
MECHANICAL DRAWINGS CONTINUOUS SEALANT
AND BACKER ROD
I7 CONTINUOUS SEALANT & BACKER ROD7I \.A-61:.A-61: II SELF-ADHERED FU\SHING
MEMBRANE TURN INTO OPENINGMETAL ANGLE, ANCHOR TO WALL AND LOUVER
IICO bo PREFINISHED METAL LOUVER,
SEE MECHANICAL FOR EXACT PROFILE TYPE
I
\SHIM AS REQUIRED11/4"
1ST FLOOR------ 1ST FLOOR------INSECT SCREENFFE FFE 4"
ILOUVER HEAD DETAILF^L3V A-612 J V A-612 J V A-612 J1/4"= 1'-0" 1/4" = 1'-0" 3" = 1 '-0"
Mliu is. fit Siâm8S 8 . £i
5-0"
5
.A-61:
ax\A-612/oo
7D.A-61:
'CD'DC
c
1ST FLOOR------FFE
AMUV A-612 J 1/4" = r-o"
B
A
s
CO
SHEETIDENTIFICATION
A-612
1 2 3 4 5
1-3
5/8"
3-0"
18-0
3/4
"
5!
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26'-0
"
5'-0"
1ST FLOORFFE
5
A-612
6
A-612
7
A-612
1ST FLOORFFE
3'-0"
18'-0
3/4"4'-0"
5
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6
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7
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2'-0"
10'-8
"
5
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6
A-612
7
A-612
1ST FLOORFFE
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10'-8
"
6'-0"
5
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6
A-612
7
A-612CONTINUOUS SEALANT & BACKER ROD
CONTINUOUS SEALANTAND BACKER ROD
DUCT COLLAR - SEEMECHANICAL DRAWINGS
INSECT SCREEN
PREFINISHED METAL LOUVER,SEE MECHANICAL FOR EXACTPROFILE TYPE
SELF-ADHERED FLASHINGMEMBRANE TURN INTO OPENING
SHIM AS REQUIRED
4 X 8 16 NOMINAL SPLITFACECMU VENEER
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CONTINUOUS THRU-WALL FLASHINGW/ WEEP HOLES @ 16" O.C. TURN UPWALL 8" MINIMUM AND INTOMASONRY COURSING. EXTEND 8"BEYOND JAMB EA. SIDE AND PROVIDEEND DAMS
HOT DIPPED GALVANIZED STEELANGLE, PAINTED WITH A HIGHPERFORMANCE COATING SYSTEM(HPCS) TO MATCH SPLITFACE CMU -SEE STRUCTURAL
AIR SPACE
FLUID-APPLIED AIR / MOISTUREBARRIER
7 5/8" 8"
GYPSUM WALLBOARDAND FURRING WHERE
SCHEDULED
1'-3 5/8"
4"
1 1/4"
METAL ANGLE, ANCHORTO WALL AND LOUVER
CONTINUOUS BACKERROD AND SEALANT
SHIM AS REQUIRED
4 X 8 X 16 NOMINALSPLIFACE CMU VENEER
AIR SPACE
R10 RIGIDINSULATION
FLUID APPLIED AIR /MOISTURE BARRIER
8 X 8 X 16 NOMINAL CMU, SEESTRUCTURAL DRAWINGS
GALVANIZED METAL MESH TIES@ 16" O.C. VERTICALLY
4" NOMINAL SMOOTH FACECMU VENEER
CONTINUOUS BACKER RODAND SEALANT, BOTH SIDES
7 5/8"
8"
1'-3 5
/8"
SEE WALL TYPE LEGEND FOREXACT METAL STUD/FURRING
AND GYPSUM WALLBOARDCONFIGURATION
METAL ANGLE, ANCHORTO WALL AND LOUVER
1 1/4"
4"
PREFINISHED METALLOUVER, SEE MECHANICALFOR EXACT PROFILE TYPE
2X P.T. WOODBLOCKING/NAILER
8 X 8 X 16 NOMINAL CMU,SEE STRUCTURAL
FLUID-APPLIEDAIR/MOISTURE BARRIER
PREFINISHED METAL SILLFLASHING, TURN UP BEHINDFRAME AND SIDES OF FRAME, SETIN CONTINUOUS BED OF SEALANT
CONTINUOUS BACKER RODAND SEALANT, BOTH SIDES
INSECT SCREENSELF-ADHERED FLASHINGMEMBRANE, TURN INTO OPENING
SEE WALL TYPE LEGENDFOR EXACT METAL
STUD/FURRING ANDGYPSUM WALLBOARD
CONFIGURATION
7 5/8" 8"
4 X 8 X 16 NOMINAL SPLITFACE CMU VENEER
2X P.T. BLOCKING, ATTACHTO MASONRY
R10 RIGID INSULATION
AIR SPACE
2"1/2
"
1 1/4"4"
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
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0
-
1/4" = 1'-0"A-612
1 L1 1/4" = 1'-0"A-612
2 L2 1/4" = 1'-0"A-612
3 L3 1/4" = 1'-0"A-612
4 L4 3" = 1'-0"A-612
5 LOUVER HEAD DETAIL
3" = 1'-0"A-612
6 LOUVER JAMB DETAIL 3" = 1'-0"A-612
7 LOUVER SILL DETAIL
SCALE: 3" = 1'-0"
0 2" 4" 8"SCALE: 1/4" = 1'-0"
0 2' 4' 8'