secure area construction - general notes … · 2017-03-15 · susp symm t&b t&g te tel thk...

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ITE1 à | | (ïôï) ^5^ 0 via ISBMT BY: (DESIGNED BY: | b. MAGGIORE SYMBOLS LEGEND ROOM NAME / NUMBER DESIGNATION DOOR NUMBER WINDOW / LOUVER TYPE WALL TYPE ELEVATION TARGET ELEVATION NUMBER INTERIOR ELEVATION SYMBOL SHEET ON WHICH ELEVATION IS DRAWN ELEVATION NUMBER EXTERIOR ELEVATION SYMBOL SHEET ON WHICH ELEVATION IS DRAWN NORTH ARROW SECTION NUMBER SECTION SYMBOL SHEET ON WHICH SECTION IS DRAWN DETAIL NUMBER DETAIL SYMBOL SHEET ON WHICH DETAIL IS DRAWN PLAN NORTH A101 1 SIM 101 A A 1 2 3 4 A-200 101 ROOM NAME A-201 1 NOTE: PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THE WALL AT A HEIGHT OF APPROXIMATELY 48”. COMPONENTS IN OR ON THE WALL ABOVE OR BELOW THIS PLANE MAY NOT BE IDENTIFIED IN THIS PLAN VIEW. SEE ELEVATION VIEWS FOR IDENTIFICATION OF ALL WALL COMPONENTS AND OPENINGS. PLAN NORTH TRUE NORTH & @ L A/C ACT ADJ AFF ALT ALUM ARCH AUTO BD BLDG BM BOT BRG BRG PL BUR C CAB CB CEM CF/CI CF/GI CI CID CIP CJ CL CLG CLR CM CMU CPT COL CONC COND CONSTR CONT CONTR COR CORR COTR CU FT CU YD D DET DF DIA DIM DIV DS DW DWG E EF EL ELEC ELEV EQ EQUIP EMER SHR EWS EWC EXH EXIST EXT AND AT ANGLE AIR CONDITION ACOUSTICAL CEILING TILE ADJACENT, ADJOINING, ADJUSTABLE ABOVE FINISHED FLOOR ALTERNATE ALUMINUM ARCHITECT(URAL) AUTOMATIC BOARD BUILDING BEAM, BENCH MARK BOTTOM BEARING BEARING PLATE BUILT-UP ROOFING CHANNEL CABINET CATCH BASIN CEMENT CONTRACTOR FURNISHED CONTRACTOR INSTALLED CONTRACTOR FURNISHED/ GOVERNMENT INSTALLED CAST IRON COMPREHENSIVE INTERIOR DESIGN PACKAGE CAST-IN-PLACE, CAST IRON PIPE CONSTRUCTION JOINT/CONTROL JOINT CENTER LINE, CLASS, CLOSE CEILING CLEAR, COLOR, COOLER CENTIMETER(S) CONCRETE MASONRY UNIT CARPET COLUMN CONCRETE CONDITION CONSTRUCTION CONTINUE, CONTINUOUS CONTRACT, CONTRACTOR CONTRACTING OFFICER'S REPRESENTATIVE CORRIDOR CONTRACTING OFFICER TECHNICAL REPRESENTATIVE CUBIC FEET CUBIC YARD DRYER DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DIVISION, DIVIDE DOWNSPOUT DISHWASHER DRAWING EAST EACH FACE ELEVATION ELECTRIC(AL) ELEVATOR EQUAL EQUIPMENT EMERGENCY SHOWER EYE WASH STATION ELECTRIC WATER COOLER EXHAUST EXISTING EXTERIOR FAX FA FD FDTN FE FEC FF EL FIN GR FLR FP FT FTG FRZ GA GALV GB GC GF/GI GF/CI GL GLZ GMS GDR GR LN GYP BD HB HC HDBD HDW HM HORIZ HNDRL HT HVAC IBC ID INCL INSUL INT INV INV EL JS KIT LAM LAV LH M MAX MECH MFR MH MIN MISC MM MS MT MTD MTG MTL MW MULL N NAT NIC NOM NTS OC OD OF/OI OF/CI FACSIMILE FIRE ALARM FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR ELEVATION FINISH GRADE FLOOR FIREPROOF FEET, FOOT FOOTING FREEZER GAGE GALVANIZED IRON GRAB BAR GENERAL CONTRACTOR GOVERNMENT FURNISHED/ GOVERNMENT INSTALLED GOVERNMENT FURNISHED/ CONTRACTOR INSTALLED GLASS GLAZING GALVANIZED METAL STUD GUARDRAIL GRADE LINE GYPSUM BOARD HOSE BIBB HANDICAP, HOLLOW CORE HARDBOARD HARDWARE HOLLOW METAL HORIZONTAL HANDRAIL HEIGHT HEATING/VENTILATING/AIR COND INTERNATIONAL BUILDING CODE INSIDE DIAMETER INCLUDED INSULATION INTERIOR INVERT INVERT ELEVATION JANITOR SINK KITCHEN LAMINATE LAVATORY LEFT HAND METER MAXIMUM MECHANICAL MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MILLIMETER MOP SINK MOUNT MOUNTED MOUNTING METAL MICROWAVE MULLION NORTH NATURAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OWNER FURNISH/ OWNER INSTALLED OWNER FURNISH/ CONTRACTOR INSTALLED ABBREVIATIONS OH OH DR OPNG OPP PCF PCC PL PLAM PLYWD PRKG PSF PSI PT PVC QT R RA RCP RD REBAR REF REG REINF RET REV RFCP RFG RH RM ROW S SC SCHED SD SECT SF SHT SIM SPEC SPKR SQ SS SST STA STC STD STOR STRUCT SUSP SYMM SYS T&B T&G TE TEL THK TOC TOP TOS TV TYP UNO VERT VCT VTR W W/ W/O WB WC WD WH WP WSCT WWR OVERHANG, OVERHEAD OVERHEAD (COILING) DOOR OPENING OPPOSITE POUNDS PER CUBIC FOOT PRECAST CONCRETE PROPERTY LINE PLASTIC LAMINATE PLYWOOD PARKING POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POLYVINYL CHLORIDE QUARRY TILE RADIUS, RANGE, RISER RETURN AIR REFLECTED CEILING PLAN ROOF DRAIN REINFORCING STEEL BARS REFERENCE, REFRIGERATOR REGISTER REINFORCE RETURN REVISION REINFORCED CONCRETE PIPE ROOFING RIGHT HAND ROOM RIGHT OF WAY SOUTH SOLID CORE SCHEDULE STORM DRAIN SECTION SQUARE FOOT(FEET) SHEET SIMILAR SPECIFICATION SPEAKER SQUARE SERVICE SINK STAINLESS STEEL STATION SOUND TRANSMISSION CLASS STANDARD STORAGE STRUCTURAL SUSPEND SYMMETRICAL SYSTEM TOP AND BOTTOM TONGUE AND GROOVE TOP ELEVATION TELEPHONE THICKNESS TOP OF CONCRETE TOP OF PAVEMENT TOP OF SLAB, TOP OF STEEL TELEVISION TYPICAL UNLESS NOTED OTHERWISE VERTICAL VINYL COMPOSITION TILE VENT THROUGH ROOF WASHER, WEST, WIDE WITH WITHOUT WOOD BASE WATER CLOSET WOOD WATER HEATER WATERPROOFING WAINSCOT WELDED 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 (SEPT 10, 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 DRAWING AND 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). SECURE AREA CONSTRUCTION - GENERAL NOTES 1 A SHEET IDENTIFICATION US Army Corps of Engineers ® Mobile District U.S. ARMY CORPS OF ENGINEERS DESIGNED BY: BULLOCK TICE ASSOCIATES 909 E. CERVANTES STREET, SUITE B. PENSACOLA, FLORIDA 2 3 4 5 B C D DRAWN BY: SBMT BY: PLOT SCALE: SIZE: CKD BY: PLOT DATE: DATE: SOLICITATION NO.: CONTRACT NO.: PROJECT NUMBER: FILE NAME: MARK DESCRIPTION DATE APPR 1:1 22" x 34" MOBILE DISTRICT MOBILE, ALABAMA M015ES13 8 FEB. 2017 FY16 ADDITION TO 39 IOS FACILITY HURLBURT FIELD, FLORIDA A-001 ABBREVIATIONS AND LEGEND B. MAGGIORE T.WALLIS B.MAGGIORE BTA FEBRUARY 8, 2017 A001ES13.DWG W91278-17-R-0010 -

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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

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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.

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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

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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

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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.

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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

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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

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WAL

LFR

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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

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WAL

L

1/2"

WAL

LFR

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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

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SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

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A-003

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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.

wr

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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NOTE: STUD GAUGE AND SPACING DIFFER @ VIDEO DISPLAY/FLAT PANEL TVS. SEE #3/T-102 FOR STUD GAUGE,SPACING AND MOUNTING REQUIREMENTS.

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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

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LSECURE SIDE

WALL TYPE "40"

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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

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SECURE SIDErF

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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

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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

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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"

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* 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

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* 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

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* 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.

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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

WALL TYPE FR FREEZER, CID10. EXTERIOR WALLS ADJACENT TO RECESSED SU\BS FOR ACCESS FLOORING, PROVIDE SHEET MEMBRANE WATERPROOFING ON EXTERIOR SIDE OF SUBGRADE WALL. INTERIOR SUBGRADE WALL SHALL HAVE DOUBLE LAYER SHEET MEMEBRANE VAPOR BARRIER. I

j\A-313/

DEMOUNTABLE PARTITION, SEE CID iiaI

[_] 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 DOORF2 EXISTING WALL

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R R R R R R R R

R R R R R R R R

R R R R R R R R

IN RACK COOLINGSYSTEM (GF/GI),TYP.

IN RACK COOLINGSYSTEM CABINET,CDU,(GF/GI)

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A-5011

A-5012

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126

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A-5025

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A-5014 A-501

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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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101B

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0"3'-

6"4'-

0"3'-

6"3'-

0"3'-

6"4'-

0"3'-

6"3'-

0"3'-

6"4'-

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18

22

22

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44

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ROW 2

ROW 3

ROW 4

ROW 5

ROW 6

ROW 7

ROW 8

ROW 9

PDU #1, SEEELECTRICALDRAWINGS

PDU #2, SEEELECTRICALDRAWINGS

A-5052

A-5051

A-5053

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A1

A-5051

A-5053

A-5053

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42

4" PVC PIPE SLEEVEINSTALLED THRUWALL BELOWACCESS FLOORINGFOR GF/GICONDENSATEPIPING. FILL WITHINSULATION ANDCAP. SEAL TO WALLWATERPROOFINGWITH FLASHING

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

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2 HOUR FIRE RATED WALL

*

*

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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

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US Army Corps ofEngineers ®Mobile District

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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.

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SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S.

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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

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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

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*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

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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

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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

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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.

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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

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FIRE EXTINGUISHER CABINET (SEMI-RECESSED) AND FIRE EXTINGUISHERFEC

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R REFRIGERATOR, CID

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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

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E. C

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NTES

STR

EET,

SUI

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.PE

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T BY

:

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ALE:

SIZE

:

CKD

BY:

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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

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HURL

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LD, F

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A-113

SECO

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LOO

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0

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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

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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

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!!!EQUIPMENT CURB, EDGE OF CONC. 6" FROM EDGE OF EQUIPMENT (TYP/""-if ■fr­ ill. S'i. Y

HI{V A-114 J

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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-.

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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

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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

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

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EQUI

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NLAR

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B. M

AGG

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T.W

ALLI

SB.

MAG

GIO

RE

BTA

FEBR

UARY

8, 2

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

I I 2

.A-1431

c I&Si

CHAINLINKFENCECOVERBELOW

b

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ax\A-141/ OX=XA141/=

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4?' .a-14:SIM SIMRIDGE©-

HIB

2

ni.A-301L

D

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<Db N VTR S M

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VTR

SIM VTR052 rnA-142

EA V

ax\A-311/

Si DS DS DS DS DS

\A-311A

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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22" x

34"

DAT

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1A-302

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

C

D

E

1A-311

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

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-140

ROO

F PL

AN

B. M

AGG

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B.M

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FEBR

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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

>-•• •o a

A ~ - • : ■ -j —-

CONTINUOUS SEALANTCO

! r? -H I1/4" X11/2" WIDE PREFINISHED — METAL GUTTER BRACKET @ ®

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2XP.T. WOOD NAILER, SECURE WITH 2 ROWS OF# 12 SCREWS @12" O.C. STAGGERED.

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 ^

‘-r* "Z" CLOSURE CONTINUOUS, SET IN SEALANT TAPE, TYP.l

; A &op

/GALVANIZED METAL CLIP, SEE STRUCTURAL

?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"

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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

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DATE

:

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.:

CONT

RACT

NO

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PRO

JECT

NUM

BER:

FILE

NAM

E:M

ARK

DESC

RIPT

ION

DATE

APPR

1:1

22"

x 34

"

MO

BILE

DIS

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TM

OBI

LE, A

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38

FEB.

201

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FY16

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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

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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

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CKD

BY:

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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

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39

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LITY

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BURT

FIE

LD, F

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-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

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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

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OC

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S

909

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NTE

S ST

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T, S

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PE

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LA, F

LOR

IDA

PR

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CT

NU

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ER:

M01

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DAT

E:

8 FE

B. 2

017

I PLO

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ALE:

RO

OF

DET

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via

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NTR

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T N

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MTB

Y:

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

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MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LABA

MA

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LIC

ITA

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W91

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BY

: T.

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FY16

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ION

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T FI

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, FLO

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A

DAT

E:FE

BR

UA

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8, 2

017

(DES

IGN

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Y:

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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.

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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

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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.

\ 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

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V A-144 JEXISTING PARAPET TO NEW ROOF DETAIL

V A-144 J 3"

EXISTING PARAPET TO NEW ROOF3" = 1 '-0" = 1'-0"

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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

INEE

RSDE

SIG

NED

BY:

BULL

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DATE

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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

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PREFINISHED STANDING SEAM METAL ROOF SYSTEM I I

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BARRIER/SHEET MEMBRANEN 5 1l ICONTINUOUS METAL CLEAT

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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.

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m R-10 RIGID INSULATION/

8x8x16 CMU, SEE STRUCTURALB - /• -7;

S:.

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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 /•»

BACKER ROD AND SEALANT

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£4V A-145 J

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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"

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PREFINISHED J-TRIM

WIDE FLANGE STEEL BEAM, SEESTRUCTURAL

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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

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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

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j- \ PORTION OF STRUCTURAL FLOOR - D ) ASSEMBLY (SLAB, STEEL DECK,

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J (UNRESTRAINED)

EXISTING CEILING AND LIGHT FIXTURES TO REMAIN

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METAL FRAMING, TYP.

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

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OF

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x 34

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MO

BILE

DIS

TRIC

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OBI

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M01

5ES1

38

FEB.

201

7

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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

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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

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

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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JECT

NUM

BER:

FILE

NAM

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ARK

DESC

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ION

DATE

APPR

1:1

22"

x 34

"

MO

BILE

DIS

TRIC

TM

OBI

LE, A

LABA

MA

M01

5ES1

38

FEB.

201

7

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0

-

1/8" = 1'-0"A-151

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

I

B

\ 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*

BOT OF CANOPY TUBE

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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12345678

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PREFINISHED STANDINGSEAM METAL ROOF SYSTEM

PREFINISHEDMETAL GUTTERAND DOWNSPOUT

PREFINISHED STANDINGSEAM METAL FASCIA PANEL

APPROXIMATE LINE OF GRADE

PREFINISHED ALUMINUMCURTAINWALL SYSTEM (AT/FP)

SPLITFACE CMU VENEER

SMOOTH FACE CMUVENEER ACCENT BAND

DOOR BEYONDSTANDING SEAMMETAL ROOF SYSTEM

1A-301

PREFINISHED PRE-ENGINEEREDCANTILEVERED METAL CANOPYWITH GUTTER

CJ (TYP)

11'-4"

BOT OF CANOPY TUBE

CW1

PREFINISHED METALPEDESTAL FOR KP/CR

32'-8"TOP OF PARAPET LOW END

PREFINISHED METALSTEP FLASHING

PREFINISHED METAL FASCIA

CJ (TYP.)

CANOPY FRAME/DOWNSPOUT,CONNECT TO CAST IRON BOOT

AND CIVIL STORMWATER SYSTEM

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

PREFINISHED METALSUNSHADE

A

2" 12"

2" 12"

1A-312

4'-8" 4'-0"

CJ

CJ

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BOT OF CANOPYGUTTER TUBE CW2

11'-4"

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BUILDING LETTERSAND BUILDINGNUMBER (GF/GI)

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:

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OCK

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DATE

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N NO

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CONT

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NO

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PRO

JECT

NUM

BER:

FILE

NAM

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DESC

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ION

DATE

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1:1

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x 34

"

MO

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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

SMOOTH FACE CMU VENEER ACCENT BAND

SPLITFACE CMU VENEERiü SECOND FLOOR ^

16'-8"B.O.S3CANOPY

TUBE 14:1T-4" TOP OF 2 COURSE BAND«8'-8"

APPROXIMATE LINE OF GRADE7 FIRST FLOOR ^

ACJ (TYP)PREFINISHED METAL

OVERHEAD COILING DOOR PREFINISHED PRE-ENGINEERED CANTILEVERED METAL CANOPY WITH GUTTER

PREFINISHED METAL LOUVERS, TYP HOLLOW METAL DOOR AND FRAME, PAINTED, TYP.

2 COURSE SPLIT SCORED CMU VENEER BAND

SOUTH ELEVATIONV A-202J

0 4' 8' 16'1/8" = 1'-0"

SCALE: 1/8"= 1'-0"

\MAR

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DAT

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WITH GUTTER

PREFINISHED METALFASCIA

A

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2" 12"

EXISTING BUILDING TO REMAIN

PREFINISHED METAL FASCIA

4'-0" 4'-0"

CJCJ

BOT OF CANOPYGUTTER TUBE11'-4"

32'-8"TOP OF PARAPET LOW END

SPLIT FACE CMU VENEER

CJCJ

CHAIN LINK FENCEENCLOSURE

CONCRETE CURB, SEESTRUCTURAL FOR DETAIL

AND CIVIL FOR TOP OFCURB ELEVATION CHAIN LINK FENCE

GATE, TYP.

FIRST FLOOR0"

SECOND FLOOR16'-8"

1A-302

BOTTOM OF SOFFIT27'-11"

1 2 3 4 5 6 7 8

2 COURSE SPLIT SCORED CMU VENEER BAND

PREFINISHED STANDINGSEAM METAL ROOF SYSTEM

PREFINISHEDMETAL GUTTERAND DOWNSPOUT

PREFINISHED STANDINGSEAM METAL FASCIA PANEL

APPROXIMATE LINEOF GRADE

SPLITFACE CMU VENEER

SMOOTH FACE CMUVENEER ACCENT BAND

HOLLOW METAL DOOR ANDFRAME, PAINTED, TYP.

PREFINISHED METALOVERHEAD COILING DOORPREFINISHED PRE-ENGINEEREDCANTILEVERED METAL CANOPYWITH GUTTER

L1

L3

L2

L4

PREFINISHED METAL LOUVERS, TYP

1A-301

CJ (TYP)

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32'-8"TOP OF PARAPET LOW END

B.O.CANOPY

TUBE

PREFINISHEDMETAL FASCIA

8'-8"TOP OF 2 COURSE BAND

CANOPY FRAME/DOWNSPOUT,CONNECT TO CAST IRON BOOT ANDCIVIL STORMWATER SYSTEM

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. 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

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

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NTES

STR

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SUI

TE B

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TE:

DATE

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CITA

TIO

N NO

.:

CONT

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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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0

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1/8" = 1'-0"A-202

1 EAST ELEVATION

1/8" = 1'-0"A-202

2 SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

SHEETIDENTIFICATION

A-301

ES3

US Army Corps of Engineers ® Mobile District

1 2 3 4 5

BUILDING SECTION NOTES1. 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 ROD AND SEALANT (COLOR TO MATCH SPLITFACE VENEER)

D

® 0A C E

ROOF STRUCTURE, TYPICAL

' + I I -«HiCEILING AS SCHEDULEDL BOTTOM OF SOFFIT dX

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| 203 |

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UK\

PREFINISHED METAL PEDESTAL FOR KP/KR

ACCESS CONTROL

LOBBY| 101 |

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l ;______ FIRST FLOORr ®“^f7 ELEV. EQUIP.

- [lœ]— SHEET WATERPROOFING

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SHEET WATERPROOFING

TRANSVERSE SECTION THRU ELEVATORV A-301 J 1/8"= 1'-0"

O (^>\A-302^

£4\A-310)

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CLASSROOM(CR-6)| 209 |

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Qül

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CLASSROOM(CR-3)| 111 |

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SYS.CR COMM 2

LEU| 1221(55 123| 114 |

FIRST FLOOR gr\0" VFiA

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SHEETWATERPROOFING

ACCESS FLOOR SYSTEMCONCRETE SLAB, TYP.

DOUBLE LAYER SHEET VAPOR BARRIER AT INTERNAL SUBGRADE WALLS OF

ACCESS FLOOR CONDITIONS 0 4' 8' 16'LONGTUDINAL SECTION

V A-301 J 1/8"= 1'-0"SCALE: 1/8"= 1'-0"

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ROOF STRUCTURE, TYP.

SPRAY APPLIED FIRE PROOFINGMATERIAL TO SLAB, STEELDECK AND BEAMS TO PROVIDE1 HOUR FIRE RATING, UL NO.D779 (UNRESTRAINED)

1. SEE ROOF PLAN A-140 FOR ALL ROOF SLOPE INFORMATION.2. IN ADDITION TO NOTED LOCATIONS, ALL INSIDE CORNERS AT

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US Army Corps ofEngineers ®Mobile District

U.S.

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SHEETIDENTIFICATION

A-302

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US Army Corps of Engineers ® Mobile District

1 2 3 4 5

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OPP.12" SIM.

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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 ROD AND SEALANT (COLOR TO MATCH SPLITFACE VENEER)

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1

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US Army Corps ofEngineers ®Mobile District

U.S.

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OF

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US Army Corps ofEngineers ®Mobile District

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SHEETIDENTIFICATION

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1 2 3 4 5

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1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S.

ARM

Y CO

RPS

OF

ENG

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SIG

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BY

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WAL

LIS

FY16

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DIT

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IOR

E

EWC 118 119

ADAADA

ADAADA

ADA

FEC

D

G

F

H

A

H

G

F

F

F

C

C

C

B

B

B

B

A

A A

D

D

D

DD

D

D

B

B

17

16 16

29

2929

28

16

A5 B4 A5 F1

4116

29

A-4501

A-4502

A-450 2

J

E

E

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E

E

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EJ

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C

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FDFD

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31

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IM

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M (QTY. 2)

M (QTY. 2)

FR R R R

117

3 5/8" GALVANIZED METAL STUD FRAMINGWITH 3/4" PLASTIC LAMINATE SIDE PANELSFROM FLOOR TO 7'-2" A.F.F.

3/4" PLASTICLAMINATEPANEL TOP

A-610

3

7

A-610

2'-9"

2'-1"

WOMEN'S118

MEN'S119

BREAK ROOM117

5

E

4'-4" 9'-4" 14'-1" 11 3/8"10

'-11 7

/8"9'-

6 1/2"5'-11" 6'-7"2'-7"

1'-3 5

/8"14

'-11 7

/8"5'-

6 1/2"

15'-0

7/8"

5'-5 1

/2"

3'-1"

CLEAR

5'-1"

CLEA

R

5'-1"

CLEA

R

3'-0"

CLEA

R

3'-0"

CLEA

R

3'-0"

9'-0"

9''-0

"10

'-3"

2'-6"

MIN

.2'-

6"2'-

6"2'-

6"

MEN'S119

WOMEN'S118

GRAPHIC LEGEND

ROOM NAME / NUMBERDESIGNATION101

ROOM NAME

ADA

FLOOR DRAINFD

EWC ELECTRIC WATER COOLER

ACCESSIBLE FIXTURES

FEC FIRE EXTINGUISHER CABINET

CM COFFEE MAKER (CID)

IM UNDER COUNTER ICE MAKER(CID)

M MICROWAVE (CID)

FR FREEZER (CID)

R REFRIGERATOR (CID)

44" M

AX.

CLEAR

30" MIN.

34" M

AX.

29" M

IN.

27" M

IN.

6" MAX.

9" M

IN.

48" M

AX.

35"

18"

B

D H G

E

F

19" M

IN.

A

PTD

17" M

AX.

8" MIN.

36" MIN. MAX.6"

17"

17"-1

9"

17" MIN.

48" M

AX

9" M

IN.

C

PTWR

CLEAR KNEESPACE

36" MIN. MAX.6"

35"

H

EF

29 1/

2"

MAX.

12" 42" MIN.

17"-1

9"

54" MIN.

G

TTD @ ADA STALL - CENTERLINEOF UNIT EVEN WITH FRONTEDGE OF WATER CLOSET

STANDARD STALL ADA STALL

E

12"

29 1

/2"

ADA STALL

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-401

ENLA

RGED

RES

TRO

OM

PLA

NS

B. M

AGG

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T.W

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MAG

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BTA

FEBR

UARY

8, 2

017

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W91

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0

-

1/4" = 1'-0"A-401

1 ENLARGED RESTROOMS PLAN

1/4" = 1'-0"A-401

2 ENLARGED RESTROOMS DIMENSION PLAN

ACCESSORY SCHEDULE

MARK ITEM/DESCRIPTIONABBREV

.SIGNAGE

A PAPER TOWEL/WASTE RECEPTACLE - SEMI RECESSED PTWRB SOAP DISPENSER SDC MIRROR (24X36) M1D WARDROBE HOOK WHE JUMBO TOILET TISSUE DISPENSER JTTDF SANITARY NAPKIN DISPOSAL SNDG GRAB BAR (42" LONG) GB1H GRAB BAR (36" LONG) GB2I MOP/BROOM HOLDER MHJ MIRROR (24X72) M2

3/8" = 1'-0"A-401

3 TYPICAL MOUNTING HEIGHTS

( 2ND FLOOR SIM. )

( 2ND FLOOR SIM. )

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

SCALE: 3/8" = 1'-0"

0 1'-4" 2'-8" 5'-4"

(-4V A-411 y

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3 5/8" GALVANIZED METAL STUD @ 16" - O.C. WITH GYPSUM WALLBOARD ON ONE SIDE, FINISHED TO UNDERSIDE OF STAIR AND LANDING

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STAIR 2124

26'-0"

10'-8

"

4'-5 1

/2"

5'-1 1

/8" 5 3/4"

5'-1 1

/8"

8'-3 3/4"

13 TREADS @ 11"

14 RISERS @ 6 115/128" 4'-3"

6'-0"

3'-4"

1'-4"

4'-8" 3'-4" 15'-4" 3'-4"

2A-412

1A-412

SIM

SIM

1'-0" 1'-0"

GR/HR

HR124A

124B

3 5/8" GALVANIZED METAL STUD @ 16"O.C. WITH GYPSUM WALLBOARD ONONE SIDE, FINISHED TO UNDERSIDE OFSTAIR AND LANDING

2GR

4'-0"

4'-0"

4'-5 1

/2"

1

STAIR 1103

24'-8

"

11'-3 5/8"

4'-5"

8'-8" 2'-7 5/8"

6'-0"

18'-8

"

2'-0"

3'-4"

8"

5'-3 1/8" 9 3/8" 5'-3 1/8"

4'-7 1/2" 4'-7 1/2"

13 T

READ

S @

11"

14 R

ISER

S @

6 11

5/128

"

1A-412

2A-412

GR/HR

1'-0"

1'-0"

2GR

3 5/8" GALVANIZED METAL STUD @16" O.C.WITH GYPSUM WALLBOARDON ONE SIDE, FINISHED TOUNDERSIDE OF STAIR LANDING

103

4'-2" 4'-2"

1

STAIR 1201

1A-412

2A-412

11'-3 5/8"

1'-4"

3'-4"

1'-11

7/8"

14 T

READ

S @

11"

15 R

ISER

S @

6 11

5/128

"5'-

2 1/8"

4'-5"

5'-3 1/8" 9 3/8" 5'-3 1/8"4'-7 1/2" 4'-7 1/2"

24'-8

"

1'-0"

1'-0"

GR

HR

GR/HR

1'-0"

201

4'-2" 4'-2"8

E

STAIR 2216

26'-0"

7'-4 3/4"

14 TREADS @ 11"

15 RISERS @ 6 115/128" 4'-3"

6'-0"

3'-4"

1'-4"

4'-5 1

/2"

5'-1 1

/8" 5 3/4"

5'-1 1

/8"

10'-8

"

2A-412

1A-412

1'-0"

1'-0"

GR

GR/HR

HRRETURN HRTO WALL

RETURN HRTO WALL

1'-0"

SIM.

SIM.

216

4'-5 1

/2"

4'-0"

4'-0"

GRAPHIC LEGENDHANDRAILHR

GR GUARDRAIL2GR 2 RAIL GUARDRAIL

GENERAL NOTES1. ALL EXPOSED INTERIOR STEEL STAIRCOMPONENTS INCLUDING GUARDRAILS ANDHANDRAILS ARE TO BE PRIMED AND PAINTEDSTEEL, UNO.

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

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A-411

ENLA

RGED

STA

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LANS

B. M

AGG

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T.W

ALLI

SB.

MAG

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BTA

FEBR

UARY

8, 2

017

A411

ES13

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W91

278-

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-001

0

-

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

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o

a

ITElUS Army Corps of Engineers ® Mobile District

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/128

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FRO

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S @

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13 T

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S @

11"

15 R

ISER

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6115

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@61

15/1

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FRO

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„oi-,z

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DAT

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BIL

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MO

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LIC

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TIO

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W91

278-

17-R

-001

0IC

KDBY

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GG

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RA

WN

BY

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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

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

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SIG

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NAM

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DESC

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DATE

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x 34

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MO

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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.

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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

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THRU-BOLT ASSEMBLY TO ANCHOR CANOPY FRAME,

SEE STRUCTURAL

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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----- SECURITY/STC 45 (MIN.)WALL ASSEMBLY

2 1/2" GALVANIZED METAL FRAMING rCONTINUOUS BACKER ROD AND SEALANT

X

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CORNER PILASTER DETAIL AT LOBBY1 1/2"= 1'-0"

SHEETIDENTIFICATION

A-501

ITE1US Army Corps of Engineers ® Mobile District

\MAR

KSI

ZE:

22" x

34"

DAT

ED

ESC

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: A5

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8 X 8 X 16 NOMINAL CMU,SEE STRUCTURAL

5/8" TYPE 'X' GYPSUM WALLBOARD2 1/2" GALVANIZED METAL FRAMING

4 X 8 X 16 NOMINAL SPLITFACE CMU VENEER

8 X 8 X 16 NOMINAL SPLITFACE CMU VENEER

AIR SPACE

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BACKER ROD AND SEALANTJOINT, BOTH SIDES

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A

R10 RIGID INSULATION

FLUID-APPLIEDAIR/MOISTURE BARRIER

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

1'-3 5

/8"

1/2"7 5

/8"8"

2'-0"

3'-4" NOM.8"

BACKER ROD ANDSEALANT, TYP. AT

ALL INSIDE CMUVENEER CORNERS

SPLIT FACE CMU VENEERCORNER UNIT

1'-3 5/8"

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SPLIT FACE CMUVENEER CORNER

UNIT

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1

A

BACKER ROD ANDSEALANT, TYP. ATALL INSIDE CMUVENEER CORNERS

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8 X8 X 16 NOMINAL CMU,SEE STRUCTURAL

FLUID-APPLIEDAIR/MOISTURE BARRIER

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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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2'-0"

2 7/16

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SMOOTHFACECMU VENEER ATOPENINGS, TYP.

THRU-BOLT ASSEMBLY TOANCHOR CANOPY FRAME,SEE STRUCTURAL

A

STEEL TUBE COLUMN. REFERTO STRUCTURAL DRAWINGS.

3 5/8" GALVANIZED METALFRAMING

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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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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

5/8" TYPE "X" GYPSUMWALLBOARD

2 LAYERS OF 5/8" TYPE "X"GYPSUM WALL BOARD

7 11/1

6"

CONTINUOUS BACKERROD AND SEALANT

GALVANIZED METAL MESHTIES @ 16" O.C. VERTICALLY

@ OPENINGS ONLY

3" (MIN.) SOUND ATTENUATIONBATT INSULATION IN STUD CAVITY

SECURITY/STC 45 (MIN.)WALL ASSEMBLY

3'-4" NOMINAL

1'-3 5

/8"

8"7 5

/8"

1/2"

3 1/8"

THRU-BOLT ASSEMBLY TOANCHOR CANOPY FRAME,

SEE STRUCTURAL

EQ EQ

CLR.1"

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

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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

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ASS

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NUM

BER:

FILE

NAM

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ARK

DESC

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ION

DATE

APPR

1:1

22"

x 34

"

MO

BILE

DIS

TRIC

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OBI

LE, A

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38

FEB.

201

7

FY16

ADD

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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"

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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

:

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T BY

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T SC

ALE:

SIZE

:

CKD

BY:

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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

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38

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201

7

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0

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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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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

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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

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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

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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"

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SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S.

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DEMOUNTABLESLIDING GLASS DOOR

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1

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SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S.

ARM

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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 /

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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

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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

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7 5/8"

5 3/4"

8"

1 1/4"

4"

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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

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38

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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.

INSULATION AS SCHEDULED

16 GA GALVANIZED STEEL STUDHEADER (DOUBLE STUDS AT JAMBS)

GYPSUM WALLBOARD ONGALVANIZED METAL STUDFRAMING, SEE WALL TYPE /CONSTRUCTION LEGEND ONSHEET A-002 THRU A-004.

16 GA GALVANIZED STEEL STUDHEADER (DOUBLE STUDS AT JAMBS)

CONTINUOUS SEALANT,TYP. BOTH SIDES

3" (MIN.) FRICTION FIT SOUNDATTENUATION BATT INSULATIONIN STUD CAVITY

HOLLOW METAL DOOR FRAME, PAINT. FILLFRAME W/ MINERAL FIBER OR ROCK WOOLINSULATION PER MANUFACTURERSRECOMMENDATIONS FOR STC ASSEMBLY

DOOR AS SCHEDULED

SOUND ATTENUATION BATT INSULATION,FILL CAVITY COMPLETELY

NOTE: SOUND SEALS TO BE PROVIDEDAS REQUIRED BY TESTED ASSEMBLY

GYPSUM WALL BOARD ONGALVANIZED METAL STUDFRAMING, SEE WALL TYPE /CONSTRUCTION LEGENDON SHEET A-002 THRU A-004FOR SPECIFIC STUD ANDGYPSUM BOARDREQUIREMENTS

8" (NOMINAL) CMU ASSCHEDULED, SEE WALLTYPE / CONSTRUCTIONLEGEND ON SHEET A-002THRU A-004. SEESTRUCTURAL DRAWINGSFOR REINFORCING

CONTINUOUS SEALANT, TYP. HOLLOW METAL DOORFRAME, PAINT

DOOR AS SCHEDULEDGROUT FILL FRAME SOLID

4"

GYPSUM WALLBOARD ANDFURRING WHERE SCHEDULED

EQ 5 3/4" EQ

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CONTINUOUS SEALANT,TYP.

HOLLOW METAL DOORFRAME, PAINTGROUT FILL FRAME SOLIDDOOR AS SCHEDULED

8" (NOMINAL) CMU AS SCHEDULED, SEE WALL TYPE /CONSTRUCTION LEGEND ON SHEET A-002 THRU A-004.SEE STRUCTURAL DRAWINGS FOR REINFORCING

WIRE MASONRY ANCHOR, 3 PER SIDE (MIN.)

2"GYPSUM WALLBOARD ANDFURRING WHERE SCHEDULED

EQ5 3

/4"EQ

ONE LAYER, 5/8" TYPE "X" GYPSUMWALLBOARD ON GALVANIZED METALSTUD FRAMING, SEE WALL TYPE /CONSTRUCTION LEGEND ON SHEETA-002 THRU A-004.

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:

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OCK

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NAM

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DESC

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DATE

APPR

1:1

22"

x 34

"

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BILE

DIS

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TM

OBI

LE, A

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M01

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38

FEB.

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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

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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.

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.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"

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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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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

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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

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22" x

34"

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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

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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

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1/2" 3"

3'-7 1

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3"2'-5 1

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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

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NTES

STR

EET,

SUI

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ALE:

SIZE

:

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BY:

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T DA

TE:

DATE

:

SOLI

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TIO

N NO

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CONT

RACT

NO

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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

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ADD

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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,

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ALL INSIDE CORNERS

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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.

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8, 2

017

A611

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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

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4X8X16 NOMINAL SPLIT FACE CMU VENEER

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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

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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

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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

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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"

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5

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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

MORTAR MESH

R-10 RIGID INSULATION

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

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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

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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

U.S.

ARM

Y CO

RPS

OF

ENG

INEE

RSDE

SIG

NED

BY:

BULL

OCK

TICE

ASS

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NTES

STR

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SUI

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DRAW

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:

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T BY

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PLO

T SC

ALE:

SIZE

:

CKD

BY:

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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

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N TO

39

IOS

FACI

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HURL

BURT

FIE

LD, F

LORI

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A-612

LOUV

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NDDE

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B. M

AGG

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K.W

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B.M

AGG

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BTA

FEBR

UARY

8, 2

017

A612

ES13

.DW

G

W91

278-

17-R

-001

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'