Project Drawings_DWG_FINAL_FE 10097 0J_B11293 Cracked Floor Repair.pdf
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COVER SHEET
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FORT BLISS, TEXAS
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INDEX OF DRAWINGS
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DESCRIPTION
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SHEET
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CONCURRENCES
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USING AGENCY
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FIRE DEPARTMENT
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ENVIRONMENTAL DIVISION
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PHYSICAL SECURITY OFFICER
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ANTI-TERRORISM/FORCE PROTECTION
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SIGNATURES INDICATE THAT THOSE SIGNING HAVE REVIEWED PROJECT
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PLANS AND SPECIFICATIONS AND ARE IN CONCURRENCE WITH THEM.
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SAFETY OFFICER
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NEC
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MASTER PLANNING DIVISION
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OPERATIONS & MAINTENANCE DIVISION
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INDUSTRIAL HYGIENE
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CHIEF, ENGINEERING SERVICES DIVISION, DPW
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CHIEF, DESIGN BRANCH, ESD, DPW
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APPROVED BY:
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APPROVED BY:
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BUILDING 11293 FLOOR REPLACEMENT
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PROJECT LOCATION MAP
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PROJECT LOCATION
AutoCAD SHX Text 1 = COVER SHEET 2 = DEMOLITION & NEW FLOOR PLAN - 1ST LEVEL 3 = DEMOLITION FLOOR PLAN - 2ND LEVEL 4 = NEW FLOOR PLAN - 2ND LEVEL 5 = DEMOLITION & NEW REFLECTED CEILING PLAN - 1ST LEVEL 6 = DEMOLITION REFLECTED CEILING PLAN - 2ND LEVEL 7 = NEW REFLECTED CEILING PLAN - 2ND LEVEL 8 = DEMOLITION & NEW ROOF PLAN 9 = STRUCTURAL NOTES 10= STRUCTURAL FRAMING PLAN 11= STRUCTURAL FRAMING PLAN 12= STRUCTURAL DETAILS 13= STRUCTURAL DETAILS 14= ELECTRICAL DEMOLITION PLAN - 2ND LEVEL 15= ELECTRICAL NEW WORK PLAN - 2ND LEVEL 16= MECHANICAL NOTES 17= MECHANICAL DEMOLITION PLAN - 2ND LEVEL 18= MECHANICAL NEW WORK PLAN - 2ND LEVEL 19= MECHANICAL DETAILS
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FE-10097-0J
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BUILDING 11293 FLOOR REPLACEMENT
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SERGEANT MAJOR BLVD.
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LUKE ST.
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BIGGS ST.
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CSM E. SLEWITZE ST.
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BARKSDALE ST.
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MSG R. MILLER
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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BUILDING 11293 FLOOR REPLACEMENT
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DEMOLITION & NEW FLOOR PLAN - 1ST LEVEL
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GENERAL NOTES
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FE-10097-0J
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RM 507A
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RM 507
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RESTROOM & SHOWER
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WOODEN CABINETS
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AutoCAD SHX Text REMOVE TEMPORARY SHORING JACK AND RETURN TO PRIDE VIA COR COORDINATION. PROVIDE AND INSTALL 15 NEW TILES OF CARPET TO MATCH EXISTING CARPET, MANUFACTURE AND MODEL NUMBER MUST BE THE SAME.
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1. BUILDING WILL BE OCCUPIED. BUILDING WILL BE OCCUPIED. 2. CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONSTRUCTION CREW. 3. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. 4. CONTRACTOR WILL PROVIDE AND INSTALL ALL CONTRACTOR WILL PROVIDE AND INSTALL ALL MATERIALS AS INDICATED IN DRAWINGS. 5. ALL ITEMS ARE “OR EQUAL.” ALL ITEMS ARE “OR EQUAL.” OR EQUAL.” 6. CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE BEGINNING CONSTRUCTION: a. WALL SYSTEM SUBMITTAL WALL SYSTEM SUBMITTAL b. CEILING PANELS WITH CEILING GRID SUBMITTAL CEILING PANELS WITH CEILING GRID SUBMITTAL c. FLOOR SUBMITTAL FLOOR SUBMITTAL d. BASEBOARD SUBMITTAL BASEBOARD SUBMITTAL e. WHEELED TRAFFIC TRANSITIONS SUBMITTAL WHEELED TRAFFIC TRANSITIONS SUBMITTAL f. PAINT WALL SUBMITTAL WITH COLOR SAMPLE PAINT WALL SUBMITTAL WITH COLOR SAMPLE g. PLUS ALL OTHER SUBMITTALS REQUESTED BY PLUS ALL OTHER SUBMITTALS REQUESTED BY ELECTRICAL AND MECHANICAL DRAWINGS AND SOW.
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BUILDING 11293 FLOOR REPLACEMENT
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FE-10097-0J
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RM 607A
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MECHANICAL ROOM
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AutoCAD SHX Text REMOVE AND DISPOSE OF STUD WALL SYSTEM IN ITS ENTIRETY. CUT AND DISPOSE OF PORTION OF ALUMINUM/METAL FRAME WITH PANEL BOARDS. REMOVE AND DISPOSE OF RAMP. MECHANICAL/ELECTRICAL EQUIPMENT, PIPES, CONDUIT, ECT. TO REMAIN, SEE ELECTRICAL AND MECHANICAL DRAWINGS. REMOVE PORTION OF CMU WALL FOR NEW OPENING, SEE STRUCTURAL DRAWINGS. REMOVE AND DISPOSE OF DOOR AND FRAME.
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1. BUILDING WILL BE OCCUPIED. BUILDING WILL BE OCCUPIED. 2. CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONSTRUCTION CREW. 3. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. 4. CONTRACTOR WILL PROVIDE AND INSTALL ALL CONTRACTOR WILL PROVIDE AND INSTALL ALL MATERIALS AS INDICATED IN DRAWINGS. 5. ALL ITEMS ARE “OR EQUAL.” ALL ITEMS ARE “OR EQUAL.” OR EQUAL.” 6. CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE BEGINNING CONSTRUCTION: a. WALL SYSTEM SUBMITTAL WALL SYSTEM SUBMITTAL b. CEILING PANELS WITH CEILING GRID SUBMITTAL CEILING PANELS WITH CEILING GRID SUBMITTAL c. FLOOR SUBMITTAL FLOOR SUBMITTAL d. BASEBOARD SUBMITTAL BASEBOARD SUBMITTAL e. WHEELED TRAFFIC TRANSITIONS SUBMITTAL WHEELED TRAFFIC TRANSITIONS SUBMITTAL f. PAINT WALL SUBMITTAL WITH COLOR SAMPLE PAINT WALL SUBMITTAL WITH COLOR SAMPLE g. PLUS ALL OTHER SUBMITTALS REQUESTED BY PLUS ALL OTHER SUBMITTALS REQUESTED BY ELECTRICAL AND MECHANICAL DRAWINGS AND SOW.
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AutoCAD SHX Text PROVIDE AND INSTALL NEW 3 " METAL STUD 58" METAL STUD 20 GA AT 16" OC WITH " GYP BOARD. 58" GYP BOARD. PROVIDE AND INSTALL NEW UL U419 INTERIOR STUD 2 HR RATED WALL WITH A STC OF 54 ±15' HIGH - 3 58" STEEL STUDS, EQ25 (.018") AT 24 OC, 3 " FIBER BATT 12" FIBER BATT INSULATION WITH 2 SHEETS OF " GYP BOARD 58" GYP BOARD (UL TYPE ULIX) ALL PENETRATIONS AND OPENINGS WILL BE SEALED WITH FIRE RATED SEALANT. FLOORING WILL BE MOHAWK GROUP, COLLECTION: METALLIC PATH TILE 12BY36 - BT 431, STYLE: CADET BLAZE 559, 12"X36" TILE, WITH HALF-LAP INSTALLATION, TUFTED, 1/12 GAGE, BACKING ECOFLEX NXT, SOLUTION DYED, WEIGHT 17OZ, LIFETIME LIMITED TILE WARRANTY, 10 YEAR COLORFASTNESS TO ATMOSPHERIC CONTAMINANTS AND 10 YEAR STAIN WARRANTY. CARPET WILL BE INSTALLED BY MANUFACTURE REQUIREMENTS. 4" BASE BOARD WILL BE JOHNSONITE OR EQUAL. NEW BASEBOARD REQUIRED AT ALL LOCATIONS PERPENDICULAR TO NEW CARPET. CONTRACTOR TO PROVIDE SAMPLES. WHEELED TRAFFIC TRANSITIONS CTA-XX BY TARKETT OR EQUAL. PROVIDE WHERE NEW AND OLD MATERIAL MEET. CONTRACTOR TO MEASURE CORRECT THICKNESS OF EXISTING FLOOR AND NEW CARPET THICKNESS TO PROVIDE THE CORRECT STYLE OF TRANSITION. CONTRACTOR TO PROVIDE SAMPLES. EXISTING SOFFIT CONTRACTOR TO PROVIDE NEW " GYP BOARD, 58" GYP BOARD, TAPE AND MUD TO COMPLY WITH ASTM C840 LEVEL 5, WHERE WE HAVE NEW ELECTRICAL CONDUITS AND SWITCHES, SEE ELECTRICAL DRAWINGS. WALL PAINT & FURR DOWN WILL BE 1 COAT OF ALL SURFACE ENAMEL LATEX PRIMER WITH 2 COATS OF SUPER PAINT INTERIOR ACRYLIC LATEX IN SEMI-GLOSS BY SHERWIN-WILLIAMS OR EQUAL. CONTRACTOR TO PROVIDE 6"X6" COLOR SAMPLES OF SW7005 PURE WHITE, SW 7006 EXTRA WHITE & SW 7008 ALABASTER. PAINT WALL: 1 COAT OF ALL SURFACE ENAMEL LATEX PRIMER WITH 2 COATS OF SUPER PAINT INTERIOR ACRYLIC LATEX IN SEMI-GLOSS BY SHERWIN-WILLIAMS OR EQUAL. CONTRACTOR TO PROVIDE 6"X6" COLOR SAMPLES OF SW7005 PURE WHITE, SW 7006 EXTRA WHITE & SW 7008 ALABASTER.
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1. BUILDING WILL BE OCCUPIED. BUILDING WILL BE OCCUPIED. 2. CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONSTRUCTION CREW. 3. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. 4. CONTRACTOR WILL PROVIDE AND INSTALL ALL CONTRACTOR WILL PROVIDE AND INSTALL ALL MATERIALS AS INDICATED IN DRAWINGS. 5. ALL ITEMS ARE “OR EQUAL.” ALL ITEMS ARE “OR EQUAL.” OR EQUAL.” 6. CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE BEGINNING CONSTRUCTION: a. WALL SYSTEM SUBMITTAL WALL SYSTEM SUBMITTAL b. CEILING PANELS WITH CEILING GRID SUBMITTAL CEILING PANELS WITH CEILING GRID SUBMITTAL c. FLOOR SUBMITTAL FLOOR SUBMITTAL d. BASEBOARD SUBMITTAL BASEBOARD SUBMITTAL e. WHEELED TRAFFIC TRANSITIONS SUBMITTAL WHEELED TRAFFIC TRANSITIONS SUBMITTAL f. PAINT WALL SUBMITTAL WITH COLOR SAMPLE PAINT WALL SUBMITTAL WITH COLOR SAMPLE g. PLUS ALL OTHER SUBMITTALS REQUESTED BY PLUS ALL OTHER SUBMITTALS REQUESTED BY ELECTRICAL AND MECHANICAL DRAWINGS AND SOW.
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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BUILDING 11293 FLOOR REPLACEMENT
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AutoCAD SHX Text PROVIDE NEW CEILING GRID WHERE MISSING AND WHERE IT IS DAMAGED ±200SQFT,PROVIDE 2X4 PANELS. CONTRACTOR TO VERIFY BEFORE BID. DAMAGED GRID WILL REMOVED AND DISPOSED OF PROPERLY. ALL ELECTRICAL AND MECHANICAL WILL REMAIN IN ITS CURRENT LOCATION, SEE ELECTRICAL AND MECHANICAL DRAWINGS.
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1. BUILDING WILL BE OCCUPIED. BUILDING WILL BE OCCUPIED. 2. CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONSTRUCTION CREW. 3. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. 4. CONTRACTOR WILL PROVIDE AND INSTALL ALL CONTRACTOR WILL PROVIDE AND INSTALL ALL MATERIALS AS INDICATED IN DRAWINGS. 5. ALL ITEMS ARE “OR EQUAL.” ALL ITEMS ARE “OR EQUAL.” OR EQUAL.” 6. CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE BEGINNING CONSTRUCTION: a. WALL SYSTEM SUBMITTAL WALL SYSTEM SUBMITTAL b. CEILING PANELS WITH CEILING GRID SUBMITTAL CEILING PANELS WITH CEILING GRID SUBMITTAL c. FLOOR SUBMITTAL FLOOR SUBMITTAL d. BASEBOARD SUBMITTAL BASEBOARD SUBMITTAL e. WHEELED TRAFFIC TRANSITIONS SUBMITTAL WHEELED TRAFFIC TRANSITIONS SUBMITTAL f. PAINT WALL SUBMITTAL WITH COLOR SAMPLE PAINT WALL SUBMITTAL WITH COLOR SAMPLE g. PLUS ALL OTHER SUBMITTALS REQUESTED BY PLUS ALL OTHER SUBMITTALS REQUESTED BY ELECTRICAL AND MECHANICAL DRAWINGS AND SOW.
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1. BUILDING WILL BE OCCUPIED. BUILDING WILL BE OCCUPIED. 2. CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONSTRUCTION CREW. 3. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. 4. CONTRACTOR WILL PROVIDE AND INSTALL ALL CONTRACTOR WILL PROVIDE AND INSTALL ALL MATERIALS AS INDICATED IN DRAWINGS. 5. ALL ITEMS ARE “OR EQUAL.” ALL ITEMS ARE “OR EQUAL.” OR EQUAL.” 6. CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE BEGINNING CONSTRUCTION: a. WALL SYSTEM SUBMITTAL WALL SYSTEM SUBMITTAL b. CEILING PANELS WITH CEILING GRID SUBMITTAL CEILING PANELS WITH CEILING GRID SUBMITTAL c. FLOOR SUBMITTAL FLOOR SUBMITTAL d. BASEBOARD SUBMITTAL BASEBOARD SUBMITTAL e. WHEELED TRAFFIC TRANSITIONS SUBMITTAL WHEELED TRAFFIC TRANSITIONS SUBMITTAL f. PAINT WALL SUBMITTAL WITH COLOR SAMPLE PAINT WALL SUBMITTAL WITH COLOR SAMPLE g. PLUS ALL OTHER SUBMITTALS REQUESTED BY PLUS ALL OTHER SUBMITTALS REQUESTED BY ELECTRICAL AND MECHANICAL DRAWINGS AND SOW.
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MARK
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BUILDING 11293 FLOOR REPLACEMENT
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RM 607A
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RM 607
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MECHANICAL ROOM
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NEW REFLECTED CEILING PLAN - 2ND LEVEL
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MECHANICAL EXHAUST REGISTER
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MECHANICAL SUPPLY REGISTER
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GYPSUM WALL BOARD CEILING
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GWB
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FIRE\SMOKE DETECTOR
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WIFI ROUTER
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LEGEND
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2'X4' ELECTRICAL FIXTURE
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2'X4' EXPOSED GRID CEILING
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2'X2' EXPOSED GRID CEILING
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1'6"X4' ELECTRICAL FIXTURE
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KEYED NOTES
AutoCAD SHX Text PROVIDE NEW CEILING GRID AS NEEDED TO ADJUST TO NEW WALL. FURR DOWN WILL BE FROM CLARKDIETRICH WALL SYSTEMS OR EQUAL - PROVIDE 3- " 58" PROSTUD 20 (30MIL) METAL STUDS AT 16"O.C. WITH " GYP BOARD, TAPE AND MUD TO 58" GYP BOARD, TAPE AND MUD TO COMPLY WITH ASTM C840 LEVEL 5. ATTACHMENT TO BOTTOM OF DECK MUST FOLLOW ASTM STANDARD C754. WALL PAINT WILL BE 1 COAT OF ALL SURFACE ENAMEL LATEX PRIMER WITH 2 COATS OF SUPER PAINT INTERIOR ACRYLIC LATEX IN SEMI-GLOSS BY SHERWIN-WILLIAMS OR EQUAL. CONTRACTOR TO PROVIDE 6"X6" COLOR SAMPLES OF SW7005 PURE WHITE, SW 7006 EXTRA WHITE & SW 7008 ALABASTER. PROVIDE AND INSTALL 25GA CEILING CHANNELS AT 16" OC WITH " GYP BOARD. 58" GYP BOARD. LIGHT FIXTURE SHALL BE RELOCATED, SEE ELECTRICAL DRAWINGS
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GENERAL NOTES
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1. BUILDING WILL BE OCCUPIED. BUILDING WILL BE OCCUPIED. 2. CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONSTRUCTION CREW. 3. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. 4. CONTRACTOR WILL PROVIDE AND INSTALL ALL CONTRACTOR WILL PROVIDE AND INSTALL ALL MATERIALS AS INDICATED IN DRAWINGS. 5. ALL ITEMS ARE “OR EQUAL.” ALL ITEMS ARE “OR EQUAL.” OR EQUAL.” 6. CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE BEGINNING CONSTRUCTION: a. WALL SYSTEM SUBMITTAL WALL SYSTEM SUBMITTAL b. CEILING PANELS WITH CEILING GRID SUBMITTAL CEILING PANELS WITH CEILING GRID SUBMITTAL c. FLOOR SUBMITTAL FLOOR SUBMITTAL d. BASEBOARD SUBMITTAL BASEBOARD SUBMITTAL e. WHEELED TRAFFIC TRANSITIONS SUBMITTAL WHEELED TRAFFIC TRANSITIONS SUBMITTAL f. PAINT WALL SUBMITTAL WITH COLOR SAMPLE PAINT WALL SUBMITTAL WITH COLOR SAMPLE g. PLUS ALL OTHER SUBMITTALS REQUESTED BY PLUS ALL OTHER SUBMITTALS REQUESTED BY ELECTRICAL AND MECHANICAL DRAWINGS AND SOW.
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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BUILDING 11293 FLOOR REPLACEMENT
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DEMOLITION & NEW ROOF PLAN
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EXISTING VENT
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EXISTING RELIEF FAN
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EXISTING ROOF HATCH
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CAPPED PRIOR COOLING TOWER LOCATION
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GENERAL NOTES
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1. BUILDING WILL BE OCCUPIED. BUILDING WILL BE OCCUPIED. 2. CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONTRACTOR TO PROVIDE PORTABLE TOILET FOR CONSTRUCTION CREW. 3. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. CONTRACTOR TO FIELD VERIFY PRIOR TO BID. 4. CONTRACTOR WILL PROVIDE AND INSTALL ALL CONTRACTOR WILL PROVIDE AND INSTALL ALL MATERIALS AS INDICATED IN DRAWINGS. 5. ALL ITEMS ARE “OR EQUAL.” ALL ITEMS ARE “OR EQUAL.” OR EQUAL.” 6. CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE CONTRACTOR TO PROVIDE ALL SUBMITTALS BEFORE BEGINNING CONSTRUCTION: a. WALL SYSTEM SUBMITTAL WALL SYSTEM SUBMITTAL b. CEILING PANELS WITH CEILING GRID SUBMITTAL CEILING PANELS WITH CEILING GRID SUBMITTAL c. FLOOR SUBMITTAL FLOOR SUBMITTAL d. BASEBOARD SUBMITTAL BASEBOARD SUBMITTAL e. WHEELED TRAFFIC TRANSITIONS SUBMITTAL WHEELED TRAFFIC TRANSITIONS SUBMITTAL f. PAINT WALL SUBMITTAL WITH COLOR SAMPLE PAINT WALL SUBMITTAL WITH COLOR SAMPLE g. PLUS ALL OTHER SUBMITTALS REQUESTED BY PLUS ALL OTHER SUBMITTALS REQUESTED BY ELECTRICAL AND MECHANICAL DRAWINGS AND SOW.
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AutoCAD SHX Text PROVIDE AND INSTALL NEW ROOF HATCH TYPE S-40 ROOF HATCH LADDER ACCESS 30"X36" 14GA STEEL FRAME FROM BILCO. WITH LADDER ±15' MOUNTED ON WALL, LADDER UP SAFETYPOST FROM BILCO, BIL-GUARD 2.0 ROOF HATCH SAFETY U-SHAPE RAILING SYSTEM FROM BILCO, ALL MUST COMPLY WITH OSHA. WELD SHUT WITH AT LEAST 8 WELDS. ALSO SPRAY PAINT ON THE INSIDE AND ON THE OUTSIDE "DO NOT USE". CONTRACTOR TO PROVIDE ROOF OPENING AND SEAL UP ROOF AROUND ROOF HATCH WITH SAME ROOFING MATERIALS FOR A WATERTIGHT SYSTEM.
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ABBREVIATIONS LEGEND
AutoCAD SHX Text A AB - ANCHOR BOLT - ANCHOR BOLT ACI - AMERICAN CONCRETE INSTITUTE - AMERICAN CONCRETE INSTITUTE AFF - ABOVE FINISHED FLOOR - ABOVE FINISHED FLOOR AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION - AMERICAN INSTITUTE OF STEEL CONSTRUCTION APPROX - APPROXIMATE - APPROXIMATE ARCH - ARCHITECTURAL - ARCHITECTURAL ASTM - AMERICAN SOCIETY OF TESTING AND MATERIALS - AMERICAN SOCIETY OF TESTING AND MATERIALS AWS - AMERICAN WELDING SOCIETY - AMERICAN WELDING SOCIETY B BFF - BELOW FINISHED FLOOR - BELOW FINISHED FLOOR BL - BLOCK LINTEL - BLOCK LINTEL BM - BEAM - BEAM BOS - BOTTOM OF STEEL - BOTTOM OF STEEL BOT - BOTTOM - BOTTOM BRG - BEARING - BEARING C CIP - CAST-IN-PLACE - CAST-IN-PLACE CJ - CONTRACTION JOINT - CONTRACTION JOINT CL - CENTER LINE - CENTER LINE CLR - CLEAR - CLEAR CMU - CONCRETE MASONRY UNIT - CONCRETE MASONRY UNIT COL - COLUMN - COLUMN CONC - CONCRETE - CONCRETE CONN - CONNECTION - CONNECTION CONST - CONSTRUCTION - CONSTRUCTION CONT - CONTINUOUS - CONTINUOUS COR - CONTRACTING OFFICER REPRESENTATIVE - CONTRACTING OFFICER REPRESENTATIVE D D - DEPTH OR DEEP - DEPTH OR DEEP DBA - DEFORMED BAR ANCHOR - DEFORMED BAR ANCHOR DE - DECK EDGE - DECK EDGE DIA - DIAMETER - DIAMETER DIAG - DIAGONAL - DIAGONAL DIM - DIMENSION - DIMENSION DWG - DRAWING - DRAWING E EA - EACH - EACH EC - EXISTING COLUMN - EXISTING COLUMN EL - ELEVATION - ELEVATION EQ - EQUAL - EQUAL EQUIP - EQUIPMENT - EQUIPMENT EW - EACH WAY - EACH WAY EXIST - EXISTING - EXISTING EXP - EXPANSION JOINT - EXPANSION JOINT EXT - EXTERIOR - EXTERIOR F FDN - FOUNDATION - FOUNDATION FF - FINISHED FLOOR - FINISHED FLOOR FL - FLOOR - FLOOR FRMG - FRAMING - FRAMING FS - FAR SIDE - FAR SIDE FTG - FOOTING - FOOTING G GA - GAGE - GAGE GALV - GALVANIZED - GALVANIZED GYP BD - GYPSUM BOARD - GYPSUM BOARD H HORIZ - HORIZONTAL - HORIZONTAL HSA - HEADED STUD ANCHOR - HEADED STUD ANCHOR HSS - HOLLOW STRUCTURAL SECTION - HOLLOW STRUCTURAL SECTION HT - HEIGHT - HEIGHT I IF - INSIDE FACE - INSIDE FACE INFO - INFORMATION - INFORMATION ISO - ISOLATION - ISOLATION J JBE - JOIST BEARING ELEVATION - JOIST BEARING ELEVATION JST - JOIST - JOIST JT - JOINT - JOINT K KSI - KIPS PER SQUARE INCH - KIPS PER SQUARE INCH KO - CONTRACTING OFFICER - CONTRACTING OFFICER L L - LENGTH OR LONG - LENGTH OR LONG LLH - LONG LEG HORIZONTAL - LONG LEG HORIZONTAL LLV - LONG LEG VERTICAL - LONG LEG VERTICAL LONG - LONGITUDINAL - LONGITUDINAL M MAX - MAXIMUM - MAXIMUM MECH - MECHANICAL - MECHANICAL MEZZ - MEZZANINE - MEZZANINE MFR - MANUFACTURER - MANUFACTURER MIN - MINIMUM - MINIMUM MISC - MISCELLANEOUS - MISCELLANEOUS MO - MASONRY OPENING - MASONRY OPENING MS - MASONRY - MASONRY N NA - NOT APPLICABLE - NOT APPLICABLE NO - NUMBER - NUMBER NS - NEAR SIDE - NEAR SIDE NTS - NOT TO SCALE- NOT TO SCALE
AutoCAD SHX Text O OC - ON CENTER - ON CENTER OD - OUTSIDE DIAMETER - OUTSIDE DIAMETER OH - OVERHANG - OVERHANG OPP H - OPPOSITE HAND - OPPOSITE HAND OPNG - OPENING - OPENING OSL - OUTSTANDING LEG - OUTSTANDING LEG P PAF - POWDER ACTUATED FASTENER - POWDER ACTUATED FASTENER PC - PRECAST - PRECAST PCF - POUNDS PER CUBIC FOOT - POUNDS PER CUBIC FOOT PL - PLATE - PLATE PLF - POUNDS PER LINEAR FOOT - POUNDS PER LINEAR FOOT PNL - PANEL - PANEL PSF - POUNDS PER SQUARE FOOT - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE INCH - POUNDS PER SQUARE INCH Q QTY - QUANTITY - QUANTITY R R - RADIUS - RADIUS REINF - REINFORCING - REINFORCING REQD - REQUIRED - REQUIRED REV - REVERSE - REVERSE RO - ROOF OPENING - ROOF OPENING RTU - ROOF TOP UNIT - ROOF TOP UNIT RM - ROOM - ROOM S SCHED - SCHEDULE - SCHEDULE SDI - STEEL DECK INSTITUTE - STEEL DECK INSTITUTE SF - SQUARE FOOT - SQUARE FOOT SIM - SIMILAR - SIMILAR SJI - STEEL JOIST INSTITUTE - STEEL JOIST INSTITUTE SLV - SLEEVE - SLEEVE SPECS - SPECIFICATIONS - SPECIFICATIONS SQ - SQUARE - SQUARE STD - STANDARD - STANDARD STIFF - STIFFENER - STIFFENER STRUC - STRUCTURAL - STRUCTURAL T T - THICKNESS - THICKNESS T&B - TOP & BOTTOM - TOP & BOTTOM TOC - TOP OF CONCRETE - TOP OF CONCRETE TOF - TOP OF FOOTING - TOP OF FOOTING TOJ - TOP OF JOIST - TOP OF JOIST TOM - TOP OF MASONRY - TOP OF MASONRY TOS - TOP OF STEEL - TOP OF STEEL TRANS - TRANSVERSE - TRANSVERSE TYP - TYPICAL - TYPICAL U UG - UNDERGROUND - UNDERGROUND UNO - UNLESS NOTED OTHERWISE - UNLESS NOTED OTHERWISE V VERT - VERTICAL - VERTICAL W W - WIDTH OR WIDE - WIDTH OR WIDE WF - WIDE FLANGE - WIDE FLANGE WP - WORKING POINT - WORKING POINT WWF - WELDED WIRE FABRIC - WELDED WIRE FABRIC
AutoCAD SHX Text GENERAL 1. THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE THE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE THE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES. 2. THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE. THE ARCHITECTURAL THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE. THE ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS. 3. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH THE EXISTING CONDITIONS. ALL DISCREPANCIES, IF ANY ARE FOUND, SHALL THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH THE EXISTING CONDITIONS. ALL DISCREPANCIES, IF ANY ARE FOUND, SHALL BE REPORTED TO THE CONTRACTING OFFICER AND COR. 4. INFORMATION REGARDING THE EXISTING CONDITIONS SHOWN IN THE PLANS WAS GATHERED FROM THE EXISTING DRAWINGS, IF CONDITIONS ARE INFORMATION REGARDING THE EXISTING CONDITIONS SHOWN IN THE PLANS WAS GATHERED FROM THE EXISTING DRAWINGS, IF CONDITIONS ARE FOUND TO BE DIFFERENT DURING CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND COR. 5. ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH THE DoD BUILDING CODE AND ALL LOCAL ORDINANCES. ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH THE DoD BUILDING CODE AND ALL LOCAL ORDINANCES. 6. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION, U.N.O. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE. ALL APPLICABLE SAFETY REGULATIONS TO BE FOLLOWED STRICTLY. 7. PROVIDE TEMPORARY BRACING AND SHORING OF THE STRUCTURE AND COMPONENTS UNTIL ALL COMPONENTS ARE ERECTED AND ALL PROVIDE TEMPORARY BRACING AND SHORING OF THE STRUCTURE AND COMPONENTS UNTIL ALL COMPONENTS ARE ERECTED AND ALL CONNECTIONS ARE FULLY MADE, AS NECESSARY, TO ENSURE STABILITY DURING CONSTRUCTION. BRACE ALL WALLS DURING CONSTRUCTION AGAINST WIND AND/OR CONSTRUCTION LOADS. THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A COMPLETED STRUCTURE. 8. NO STRUCTURAL MEMBERS SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING NO STRUCTURAL MEMBERS SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE CONTRACTING OFFICER. 9. ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. 10. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE. 11. DO NOT SCALE DIMENSIONS FROM DRAWINGS. THE CONTRACTOR SHALL REQUEST, FROM THE ARCHITECT, NECESSARY DIMENSIONS NOT SHOWN DO NOT SCALE DIMENSIONS FROM DRAWINGS. THE CONTRACTOR SHALL REQUEST, FROM THE ARCHITECT, NECESSARY DIMENSIONS NOT SHOWN ON THE DRAWINGS.
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GENERAL STRUCTURAL NOTES
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1. BUILDING OCCUPANCY CATEGORY: II
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2. DEAD LOADS:
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CONSTRUCTION MATERIALS AND SIZES SHOWN ON THE DRAWINGS
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DESIGN CRITERIA:
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REFERENCE STANDARDS:
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UFC 3-301-01 DESIGN: STRUCTURAL ENGINEERING, 01 OCTOBER, 2019
AutoCAD SHX Text UFC 1-200-01 DoD BUILDING CODE, OCTOBER 01, 2020
AutoCAD SHX Text UFC 4-010-01 DoD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS, AutoCAD SHX Text
ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
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IBC 2018 INTERNATIONAL BUILDING CODE, AS MODIFIED BY UFC 1-200-01
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ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
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AISC 360-10 STEEL CONSTRUCTION MANUAL, 14TH EDITION
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LOADS:
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3. LIVE LOADS (UNREDUCIBLE UNLESS NOTED OTHERWISE):
AutoCAD SHX Text BUILDING OCCUPANCY CATEGORY ----------------- INHABITED BUILDING ----------------- INHABITED BUILDING
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4. ATFP DESIGN CRITERIA PER UFC 4-010-01:
AutoCAD SHX Text BUILDING LOCATION ------------------ WITHIN CONTROLLED PERIMETER ------------------ WITHIN CONTROLLED PERIMETER
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19 AUGUST 2020
AutoCAD SHX Text STEEL 1. THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND STRUCTURES SHALL BE IN ACCORDANCE WITH THE THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND STRUCTURES SHALL BE IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ANSI/AISC 360-10. 1. THE REQUIRED MATERIAL SPECIFICATION FOR STRUCTURAL STEEL MEMBERS ARE AS FOLLOWS: THE REQUIRED MATERIAL SPECIFICATION FOR STRUCTURAL STEEL MEMBERS ARE AS FOLLOWS: WIDE-FLANGE SHAPES AND TEES ------------------------------------------------ ASTM A992, GRADE 50 SQUARE AND RECTANGULAR HSS ------------------------------------------ ASTM A500, GRADE B. Fy=46 KSI ------------------------------------------ ASTM A500, GRADE B. Fy=46 KSI ROUND HSS ------------------------------------------------------- ASTM A500, GRADE B. Fy=42 KSI------------------------------------------------------- ASTM A500, GRADE B. Fy=42 KSIPIPES------------------------------------------------------------ ASTM A53, GRADE B. Fy=35 KSI CHANNELS ----------------------------------------------------------------------- ASTM A36 PLATES AND ANGLES --------------------------------------------------------- ASTM A36, U.N.O --------------------------------------------------------- ASTM A36, U.N.O HIGH STRENGTH BOLTS --------------------------------------------------- ASTM A325 OR ASTM A490 --------------------------------------------------- ASTM A325 OR ASTM A490 ANCHOR RODS W/ NUT AND WASHER --------------------------------------------- ASTM F1554, GRADE 36 THREADED ROD ------------------------------------------------------------------ ASTM A36 ------------------------------------------------------------------ ASTM A36 WELDING ELECTRODES ----------------------------------------------------------- AWS D1.1, E70XX 2. COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATORS OR TWIST-OFF-TYPE TENSION-CONTROL BOLTS CONFORMING TO "RCSC COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATORS OR TWIST-OFF-TYPE TENSION-CONTROL BOLTS CONFORMING TO "RCSC SPECIFICATION FOR STRUCTURAL JOINTS" USING ASTM A325 OR A490 BOLTS SHALL BE PROVIDED AT ALL BOLTED CONNECTIONS. 3. FOR CONNECTIONS NOT DETAILED AND OTHER CONNECTIONS REQUIRED BY THE ERECTION PROCEDURES, THE FABRICATOR SHALL SUBMIT DETAILS FOR CONNECTIONS NOT DETAILED AND OTHER CONNECTIONS REQUIRED BY THE ERECTION PROCEDURES, THE FABRICATOR SHALL SUBMIT DETAILS AND CALCULATIONS TO THE ENGINEER OF RECORD FOR APPROVAL, PRIOR TO STEEL FABRICATION. THE CALCULATIONS SHALL BE PREPARED AND SEALED/STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF SOUTH CAROLINA. SEE NOTES 6 AND 7 FOR ADDITIONAL MINIMUM DESIGN CRITERIA FOR SHEAR CONNECTIONS. 4. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE. 5. SHEAR CONNECTIONS FOR BEAMS SHALL BE DESIGNED FOR THE ULTIMATE LOAD REACTIONS SHOWN ON THE DRAWINGS. FOR CONDITIONS SHEAR CONNECTIONS FOR BEAMS SHALL BE DESIGNED FOR THE ULTIMATE LOAD REACTIONS SHOWN ON THE DRAWINGS. FOR CONDITIONS WHERE REACTIONS ARE NOT INDICATED ON THE DRAWINGS, SHEAR CONNECTIONS SHALL BE DESIGNED FOR 50 PERCENT OF THE MAXIMUM TOTAL UNIFORM LOAD AS INDICATED IN THE LOAD TABLES OF PART 3 OF THE AISC "STEEL CONSTRUCTION MANUAL" 13TH EDITION, FOR THE BEAM SIZE, SPAN, AND GRADE OF STEEL SPECIFIED. IN NO CASE SHALL THE MINIMUM NUMBER OF OF BOLTS IN A SHEAR CONNECTION BE LESS THAN THAT INDICATED IN NOTE 7. 6. ALL WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE, AWS D1.1:2008, 21ST EDITION. ALL WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE, AWS D1.1:2008, 21ST EDITION. 7. REFERENCE ARCHITECTURAL/LIFE SAFETY DRAWINGS FOR LOCATIONS WHERE STEEL MEMBERS ARE TO RECIEVE SPRAY-APPLIED FIREPROOFING. REFERENCE ARCHITECTURAL/LIFE SAFETY DRAWINGS FOR LOCATIONS WHERE STEEL MEMBERS ARE TO RECIEVE SPRAY-APPLIED FIREPROOFING. NO SHOP PAINT SHALL BE APPLIED TO THESE MEMBERS.
AutoCAD SHX Text EXISTING STEEL JOISTS 1. NO ADDITIONAL LOADS SHALL BE APPLIED TO THE JOISTS UNTIL ALL REINFORCEMENT HAS BEEN INSTALLED.NO ADDITIONAL LOADS SHALL BE APPLIED TO THE JOISTS UNTIL ALL REINFORCEMENT HAS BEEN INSTALLED.
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ANSI/AWC/NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2018 EDITION
AutoCAD SHX Text WOOD 1. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE (S.P.) OF THE FOLLOWING GRADE. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE (S.P.) OF THE FOLLOWING GRADE. STRUCTURAL GRADE JOISTS SELECT STRUCTURAL FB = 1600 PSI E = 1,600,000 PSI FV = 180 PSI FB = 1600 PSI E = 1,600,000 PSI FV = 180 PSI E = 1,600,000 PSI FV = 180 PSI BEAMS SELECT STRUCTURAL FB = 1600 PSI E = 1,600,000 PSI FV = 180 PSI FB = 1600 PSI E = 1,600,000 PSI FV = 180 PSI E = 1,600,000 PSI FV = 180 PSI FV = 180 PSI STUDS SELECT STRUCTURAL FC = 600 PSI E = 1,000,000 PSI FV = 180 PSI FC = 600 PSI E = 1,000,000 PSI FV = 180 PSI E = 1,000,000 PSI FV = 180 PSI POSTS SELECT STRUCTURAL FC = 1100 PSI E = 1,600,000 PSI FV = 180 PSI FC = 1100 PSI E = 1,600,000 PSI FV = 180 PSI E = 1,600,000 PSI FV = 180 PSI RAFTERS SELECT STRUCTURAL FB = 1600 PSI E = 1,600,000 PSI FV = 180 PSI FB = 1600 PSI E = 1,600,000 PSI FV = 180 PSI E = 1,600,000 PSI FV = 180 PSI WHERE FC = COMPRESSION PARALLEL TO GRAIN 2. FLOOR DECKING SHALL BE " APA RTED STURD-I-FLOOR 24 OC EXPOSURE - T&G PLYWOOD. FLOOR DECKING SHALL BE " APA RTED STURD-I-FLOOR 24 OC EXPOSURE - T&G PLYWOOD. 2332" APA RTED STURD-I-FLOOR 24 OC EXPOSURE - T&G PLYWOOD. 3. ALL STEEL HARDWARE USED SHALL BE SIMPSON OR EQUAL. ALL STEEL HARDWARE USED SHALL BE SIMPSON OR EQUAL. 4. ALL WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE ALL WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE-TREATED WOOD. ALL FASTENERS ATTACHED TO PRESERVATIVE-TREATED WOOD SHALL BE HOT-DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. 5. ALL ROOF, FLOOR AND WALL DECKING WITHIN 4 FEET AT FIREWALLS SHALL BE MADE FROM FIRE ALL ROOF, FLOOR AND WALL DECKING WITHIN 4 FEET AT FIREWALLS SHALL BE MADE FROM FIRE RETARDANT WOOD (F.R.T.)
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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BUILDING 11293 FLOOR REPLACEMENT
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STRUCTURAL NOTES
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AS SHOWN
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PARTIAL EXISTING FLOOR FRAMING PLAN
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EXISTING CONCRETE FILL ABOVE ORIGINAL CONCRETE FLOOR SLAB. TO BE REMOVED.
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EXISTING ORIGINAL CONCRETE SLAB.
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EXISTING JOIST TO BE REINFORCED
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EXISTING JOIST TO BE REINFORCED
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EXISTING ORIGINAL RECESSED CONCRETE SLAB ABOVE JOIST SYSTEM.
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EXTENTS OF CONCRETE FILL ABOVE ORIGINAL CONCRETE FLOOR SLAB.
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EXISTING CONCRETE COLUMN
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BUILDING 11293 FLOOR REPLACEMENT
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STRUCTURAL FRAMING PLAN
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AS SHOWN
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PARTIAL ABOVE FLOOR FRAMING PLAN
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EXTENTS OF NEW RAISED FLOOR.
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EXISTING ORIGINAL RECESSED CONCRETE SLAB ABOVE JOIST SYSTEM.
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MARK
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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BUILDING 11293 FLOOR REPLACEMENT
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STRUCTURAL FRAMING PLAN
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FE-10097-0J
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SECTION - EXISTING CONDITIONS
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SECTION
PHOTOGRAPHS TO ILLUSTRATE CONDITION
PHOTOGRAPH TO ILLUSTRATE CONDITION PHOTOGRAPH TO ILLUSTRATE CONDITION
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EXISTING JOISTS W/ SIGNS OF CORROSION SEE SECTION DETAIL 5/S300
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EXISTING JOISTS @ 2'-0" O.C.
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ORIGINAL CONCRETE SLAB BEYOND AT PERIMETER
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APPROXIMATE DRAIN LOCATION
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EXISTING COLUMN BEYOND
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EXISTING CONCRETE BEAM
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EXISTING STEEL JOIST
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FINISH FLOOR ELEVATION = +[14'-0"]
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EXISTING COLUMN
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EXISTING METAL DECK
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RECESS
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RECESS
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EXISTING JOIST POCKET AT EACH JOIST
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APPROXIMATE LOCATION OF DRAIN PIPE
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ORIGINAL CONCRETE SLAB SLOPING TO DRAIN (TO REMAIN)
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APPROXIMATE DRAIN LOCATION BEYOND
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APPROXIMATE ABANDONED WATER PIPE LOCATION
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RECESS
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EXISTING MASONRY WALL
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EXISTING CONCRETE BEAM
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T.O.B. EL.= [14'-0"]
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OBSERVED CORROSION EXTENTS
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EXISTING STEEL JOIST
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CONCRETE FILL TO BE REMOVED*
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CONCRETE FILL TO BE REMOVED*
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EXISTING JOISTS W/ SIGNS OF CORROSION
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EXISTING JOISTS @ 2'-0" O.C.
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PERIMETER OF ORIGINAL CONCRETE SLAB (TO REMAIN)
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EXISTING MASONRY WALL BEYOND
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EXISTING CONCRETE BEAM ABOVE MASONRY WALL
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EXISTING CONCRETE BEAM ABOVE MASONRY WALL
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EXISTING CONCRETE BEAM
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NOTED SEPARATION BETWEEN BOTTOM OF DECK AND TOP OF JOIST. ADD SHIM PLATE.
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NOTED CONCRETE COLUMN SPALL
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EXISTING COLUMN
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NOTED SEPARATION BETWEEN BOTTOM OF DECK AND TOP OF JOIST. ADD SHIM PLATE.
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EXISTING JOIST POCKET AT CONCRETE BEAM AND JOIST CONNECTION.
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EXISTING MASONRY WALL BEYOND
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EXISTING JOIST POCKET AT EACH JOIST
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OBSERVED CORROSION EXTENTS
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CONCRETE FILL TO BE REMOVED*
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NOTE: CLEAN OFF CORROSION IN JOIST AREAS NOTED IN PREPARATION FOR REINFORCEMENT.
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CONCRETE FILL TO BE REMOVED*
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EXISTING JOIST POCKET AT EACH JOIST
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EXISTING JOISTS @ 2'-0" O.C.
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EXISTING JOISTS W/ SIGNS OF CORROSION SEE SECTION DETAIL 4/S300
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EXISTING JOISTS @ 2'-0" O.C.
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ORIGINAL CONCRETE SLAB SLOPING TO DRAIN (TO REMAIN)
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ORIGINAL CONCRETE SLAB SLOPING TO DRAIN (TO REMAIN)
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REFERENCE SECTION DETAIL 1/S301 FOR REINFORCEMENT
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REFERENCE SECTION DETAIL 2/S301 FOR REINFORCEMENT
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EXISTING JOISTS W/ SIGNS OF CORROSION TO BE REPAIRED
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EXISTING CONCRETE COLUMN
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NOTED SEPARATION BETWEEN BOTTOM OF DECK AND TOP OF JOIST. ADD SHIM PLATE.
AutoCAD SHX Text THE CONCRETE SPALL AT THE COLUMN, ADJACENT TO THE OPEN WEB STEEL JOIST CONNECTION LOCATION, SHALL BE REPAIRED PER ACI 546R-14: GUIDE TO CONCRETE REPAIR AND ACI 546.3R-14: GUIDE TO MATERIALS SELECTION FOR CONCRETE REPAIR. SEE PHOTOGRAPHS BELOW. CLEAN OUT JOIST CONNECTION CAVITY FROM DEBRIS PRIOR TO REPAIRING SPALL
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EXISTING CONCRETE BEAM ABOVE MASONRY WALL
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EXISTING MASONRY WALL BEYOND
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REFERENCE SECTION DETAIL 3/S300 FOR REINFORCEMENT
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REFERENCE SECTION DETAIL 4/S300 FOR REINFORCEMENT
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REFERENCE SECTION DETAIL 1/S301 FOR REINFORCEMENT
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NOTE: * CONCRETE FILL SHALL BE REMOVED WITHOUT DAMAGING ORIGINAL CONCRETE SLAB.
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CONCRETE FILL TO BE REMOVED*
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NOTE: CLEAN OFF CORROSION IN…
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