ROOF PLAN NOTES
TO CENTER OF BLOCKING
TOWEL BARS, HOLDERS & TOWEL RINGS: TOWEL BAR 60" , TISSUE HOLDER 28" AND TOWEL RINGS 48" FOR LOWER VANITIES AND 54" FOR RAISED VANITIES TO CENTER OF BLOCKING.
HANDRAILS: BLOCKING INSTALLED FOR ALL RAILS @ 42" FROM FLOOR TO CENTER OF BLOCKING.
KITCHEN KITCHEN COUNTERTOP 36" ABOVE FINISHED FLOOR UNLESS DIMENSIONED OR NOTED OTHERWISE. TYPICAL. 4" BACKSPLASH TYPICAL UPPER WALL CABINETS 12" DEEP. CABINETS INDICATED BY DASHED LINE ON PLAN, TYPICAL. UPPER CABINETS INSTALLED A MINIMUM OF 18" ABOVE COUNTER TOP, 30" MINIMUM ABOVE COOK SURFACE. BATH
FIBER-CEMENT TUB SHOWER, FIBER-MAT REINFORCED CEMENT, GLASS MAT
GYPSUM
WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NO LESS THAN 6'-8" ABOVE THE FINISHED FLOOR BATH CABINETS VANITY HEIGHT 32-1/2" TALL AND 21" DEEP, TYPICAL. 4" BACKSPLASH TYPICAL SET MIRROR 6" ABOVE BACKSPLASH A WATER CLOSET, LAVATORY OR BIDET SHALL NOT BE SET CLOSER THAN 16 INCHES FROM ITS CENTER TO ANY SIDE WALL, PARTITION, OR VANITY OR CLOSER THAN 32 INCHES CENTER-TO-CENTER BETWEEN ADJACENT FIXTURES. THERE SHALL BE A CLEARANCE OF NO LESS THAN 24 INCHES IN FRONT OF A WATER
CLOSET, LAVATORY OR BIDET TO ANY WALL, FIXTURE OR DOOR.
LAUNDRY WASHER DRYER SPACE TO BE A MINIMUM OF 5'-3" WIDE WITH A 3'-0" CLEARANCE IN FRONT OF THE APPIANCES. COORDINATE DIMENDIONS WITH SELECTED APPLIACES
WASHER TO BE INSTALLED ON THE LEFT OF THE DRYER WHEN FACING THE APPLIANCES OR BELOW THE DRYER IN A STACKED INSTALL. SHELVING OR CABINETRY TO BE A MINIMUM OF 18" ABOVE APPLIANCES.
LOCATE WASHER GRAY BOX AS REQUIRED. INSTALL A MOISTURE EXHAUST SYSTEM THAT VENTS TO THE EXTERIOR. VENT MUST BE EQUIPPED WITH A BACKDRAFT DAMPER. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35' FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. PROVIDE AN APPROVED PAN UNDER WASHER AND COORDINATE FLOOR DRAIN LOCATION WITH THE PAN "TYPE" PER SPECIFICATIONS.
BUILDER TO FIELD VERIFY FLOOR DRAIN LOCATION WITH FLOOR FRAMING LAYOUT. ADJUST FRAMING AS REQUIRED PRIOR TO FLOOR DRAIN INSTALLATION.
MECHANICAL & PLUMBING FURNACE AND HOT WATER HEATER: FINAL LOCATION PER MECHANICAL CONTRACTOR AND ENERGY REPORT. PROVIDE COMBUSTION AIR IN COMPLIANCE WITH CODE IF REQUIRED. THE PRESSURE RELIEF VALVE FOR THE WATER HEATER MUST DISCHARGE TO A LOCATION PER CODE. WHEN THE WATER HEATER IS LOCATED ON A STRUCTURAL FLOOR, AN APPROVED DRAIN PAN MUST ALSO BE PROVIDED. THE PAN MUST BE AT LEAST 1.5" IN DEPTH.
ROOM R & S: INDICATES ROD & SHELF IN CLOSETS, "(2) R & S" INDICATES (1) HIGH ROD AND (1) LOW ROD PLUS SHELF. SHELVES ARE 12" DEEP, UNLESS NOTED OTHERWISE. ATTIC ACCESS: THE ROUGHED-FRAMED OPENING SHALL BE A MINIMUM OF 22"x32" AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION WITH AIR BARRIER SEAL AND INSULATION, MEETING IRC GUIDLINES.
1/16" ROOF UNDERLAYMENT MINIMUM
PROVIDE 3' OF ICE AND WATER PROOF MEMBRANE AT EAVES / VALLEYS AND CRICKETS PER MANUFACTURERS INSTALLATION GUIDELINES.
1/4" ASPHALT SHINGLES, TYPICAL UNLESS DIMENSIONED OR NOTED OTHERWISE.
ROOF ASSEMBLIES PER IRC : ROOF ASSEMBLIES SHALL PROVIDE A WEATHER RESISTANT ROOF SYSTEM AND SHALL INCLUDE WEATHER PROTECTION AND ROOF COVERINGS. ICE BARRIER AT EAVES SHALL BE INSTALLED PER IRC AND AS REQUIRED BY LOCAL AMENDMENTS. ROOF COVERING APPLICATION SHALL COMPLY WITH IRC. GENERAL UNDERLAYMENT APPLICATION FOR ROOF SLOPES; LESS THAN 4:12, TWO-LAYERS, OR EQUIV. UNDERLAYMENT. 4:12 AND GREATER ONE-LAYER, OR EQUIV. UNDERLAYMENT. FOR SPECIFIC UNDERLAYMENT TYPES, APPLICATION AND ATTACHMENT.
UNLESS A ROOF IS SLOPED TO DRAIN OVER ROOF EDGES, GUTTERS SHALL BE INSTALLED AT EACH LOW POINT OF A ROOF.
UNLESS SHOWN ON DRAWINGS, BUILDER TO FIELD VERIFY LOCATION
25'-0" 12'-4" 8'-0" 1'-6" 6'-0" 36'-0" COVEREDPATIO FRONTPORCH 42'-0" 12'-8" 4'-11" 6'-1" 25'-0" 15' SETBACK LINE 10' SETBACK LINE 5'-0" 10'-0" 46'-5" 46'-5" 10'-0" 3'-6" 10'-0" 4238 SQ.FT. 0.097 ACRES 2192.00 SQ FT TOTAL BUILDING AREA 3696 25'-0" 2472 FP 4272DH 4272DH 1'-6" 7296 SD 7296 SD 12'-6" 12'-6" 6072DH HALL 9'-0" CLG KITCHEN/DINING 9'-0" CLG LIVING ROOM FRONT PORCH 9'-0" CLG 984.00 SQ FT 1ST FLOOR HEATED AREA 1259.00 SQ FT TOTAL 1ST FLOOR AREA PORCH BEDROOM 9'-0" CLG 9'-0" CLG 2880 1917.00 SQ FT TOTAL HEATED AREA COATS/ STORAGE UP 6'-4" 6'-2" 6'-2" 50'-0" 8'-0" 4'-11 1/2" 6'-0 1/2" 4'-8" 7'-4" 6'-1 1/2" 2'-8" 2'-3 1/2" 22'-7" 25'-0" 12'-7 1/2" 12'-4 1/2" 1/2" 6'-3 1/2" 6'-11" 2'-8" 2'-9" 2'-3 1/2" 5'-5 1/2" 8'-6 1/2" 15'-4" 4'-1" 20'-11" 7'-5 1/2" 4'-1" 3'-8" 4'-7" 4'-4" 12'-11" BATHROOM 3280 2880 2880 W.I.C. 2'-3" 9'-0" CLG 9'-0" CLG 4'-5 1/2" 5'-0" PANTRY 12"X12" COL 12"X12" COL 12"X12" COL BEAM ABOVE 16 RISERS @ 7 1/2" 15 TREADS @ 11" 1880 1880
GENERAL NOTES ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD TO FACE OF STUD OR TO FACE OF CONCRETE OR TO CENTERLINE OF BEARING SUPPORT. ANGLES OTHER THAN 90°, ARE 45° UNLESS NOTED OTHERWISE PROVIDE 6" MIN. DOOR JAMB CONDITION AT PERPENDICULAR WALL OR CENTER WITHIN FRAMED OPENING, (TYPICAL UNLESS NOTED OTHERWISE) STANDARD INTERIOR WALL DIMENSIONS ARE 2 x4 = 3 1/2", 2X6 = 5 1/2" TYPICAL, UNLESS OTHERWISE NOTED TYPICAL STAIR RAILING @ 34"-38" ABOVE THE TREAD NOSING. WINDOW AND DOOR CALLOUTS ON PLANS ARE GENERIC/NOMINAL WIDTH CALLOUTS. ACTUAL ROUGH OPENING PER MANUFACTURER'S SPECS BLOCKING: KITCHEN BLOCKING: 34", 54" AND 94" TO CENTER OF BLOCKING VANITY: 29" TO CENTER, 34" FOR RAISED HEIGHT VANITIES TO CENTER OF BLOCKING PEDESTAL SINKS: 34"
SHALL
TILE IN
BATHTUB
BACKERS AND FIBER-REINFORCED GYPSUM
BE USED AS BACKERS FOR WALL
TUB SHOWER AREAS AND WALL PANELS IN SHOWER AREAS.
AND SHOWER FLOORS AND
EXTERIOR ALL HOSE BIBS ARE FREEZE-PROOF TYPICAL. ALL EXTERIOR ELECTRICALOUTLETS SHALL BE INSTALLEDIN A WEATHER PROOF BOX PER CODE.
TYPICAL NOTES: ALL OVERHANGS ARE MEASURED HORIZONTALLY FROM FACE OF FRAME TO END OF TRUSS/RAFTER, UNLESS NOTED OTHERWISE. ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER THE SUPERVISION OF A LICENSED STRUCTURAL ENGINEER TRUSS MANUFACTURER. PROVIDE ROOF VENTS AND/OR SOFFIT VENTS TO PROVIDE ATTIC VENTILATION AS REQUIRED PENETRATIONS OF PIPES AND SIMILAR TO BE SEALED AT ALL OPENINGS, TYPICAL. FLOOR OR CEILING ASSEMBLY PIPES AND VENTS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. ALL PENETRATIONS OPENINGS IN THE ROOF SHALL BE MADE WATER TIGHT. CRICKETS AND SADDLES SHALL BE INSTALLED AT THE REQUIRED LOCATIONS, PER CODE. COVERINGS SHALL BE SHEET METAL OR THE SAME MATERIAL AS ROOF COVERING. BUILDER TO COORDINATE UNDERLAYMENT APPLICATION TYPE PER CRICKET AND SADDLE ROOF SLOPE. ROOF DRAINAGE: DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT (TYP). ROOF-CEILING CONSTRUCTION PROVIDE LOAD-BEARING DIMENSIONAL LUMBER FOR TRUSSES/RAFTERS AND CEILING JOISTS. 5/8" ROOF SHEATHING - UNLESS DIMENSIONED OR NOTED OTHERWISE - FASTENED TO PRE-ENGINEERED TRUSSES PER MANUFACTURER. PROVIDE ADEQUATE CUT-OUTS IN SHEATHING AT OVER-FRAMED ROOF LOCATIONS FOR VENTILATION. ROOF COVERINGS APPLY
OF GUTTERS, DIVERTERS, DOWNSPOUTS AND SPLASH BLOCKS TO DIRECT POSITIVE DRAINAGE AWAY FROM BUILDING. ROOF VENT CALCULATIONS: VENTILATION REQUIRED: ENCLOSED ATTICS AND ENCLOSED RAFTER
WHERE
ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
SHALL HAVE CROSS
FOR EACH SEPARATE SPACE BY
OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16" MIN. AND 1/4" MAX. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH SCREENING OR SIM. MATERIAL W/ OPENINGS HAVING A LEAST DIMENSION OF 1/16" MIN. AND 1/4" MAX., PER IRC. MINIMUM AREA: THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PERMITTED PROVIDED THAT AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION SHALL BE PROVIDED BY EAVE OR CORNICE VENTS, PER IRC. VENT AND INSULATION CLEARANCE: WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A 2" MIN. AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT, PER IRC. UNLESS NOTED IN STRUCTURAL DRAWINGS, CUT OUT ROOF SHEATHING BETWEEN OVERFRAMED AREAS AND OTHER INTERCONNECTED ROOF AREAS TO COMBINE VENTILATION AREAS. LIMIT ROOF VENTS TO NO MORE THAN 2 OPENINGS PER ROOF SHEATHING PANEL WITH NO TWO OPENINGS IN THE SAME PANEL BETWEEN THE SAME TRUSSES. PRE FINISHED METAL GUTTERS+ DOWNSPOUTS A1.0 OVERALL PLANS PROJECT DATA PROJECT NUMBER ISSUE DATE REVISIONS 310 MILLS AVE. GREENVILLE, SC 29605 © SEAL 24105 05-15-24 Tax #0095001002800 Greenville SC 104 Dean St 104 DEAN ST RESIDENCE 2 1st Floor Plan SCALE: 1/4" = 1'-0" 1 Site Plan SCALE: 1/16" = 1'-0" DRAWING INDEX A1.0 OVERALL PLANS A2.0 EXTERIOR ELEVATIONS THE PROJECT WAS DESIGNED TO CONFORM TO THE FOLLOWING APPLICABLE CODES FOR THE LOCALITY: 2021 SOUTH CAROLINA BUILDING CODE 2021 SOUTH CAROLINA FIRE CODE 2021 SOUTH CAROLINA MECHANICAL CODE 2021 SOUTH CAROLINA PLUMBING CODE 2021 SOUTH CAROLINA FUEL GAS CODE 2009 INTERNATIONAL ENERGY CONSERVATION CODE 2020 NATIONAL ELECTRICAL CODE SITE DATA OBTAINED FROM SITE DESIGN, LLC SITE PERMIT # 23-1750 05/28/2024 4
SPACES FORMED
CEILINGS
RAFTERS
VENTILATION
VENTILATING
5 3 12 32X72 16 SF 42X72 21 SF 10 12 42X72 21 SF ARCHITECTURAL GRADE SHINGLES OVER SYNTHETIC ROOF UNDERLAYMENT 4" CORNER TRIM SMOOTH FINISH WHITE 26" H COUNTRY LEDGESTONE ECHO RIDGE STONE VENEER FINISH FOUNDATION WALL FIBER CEMENT BOARD AND BATTEN SIDING COLOR SW9167 POLISHED CONCRETE NICHIHA VINTAGEWOOD WOODSERIES BARK 32X54 12 SF 24X60 10 SF 60X72 30 SF 3 12 24X60 10 SF ARCHITECTURAL GRADE SHINGLES OVER SYNTHETIC ROOF UNDERLAYMENT 4" CORNER TRIM SMOOTH FINISH WHITE 26" H COUNTRY LEDGESTONE ECHO RIDGE STONE VENEER FINISH FOUNDATION WALL FIBER CEMENT BOARD AND BATTEN SIDING COLOR SW9167 POLISHED CONCRETE 2 Side Elevation SCALE: 1/4" = 1'-0" 4 Side Elevation SCALE: 1/4" = 1'-0"
6 10 12 10 12 10 12 10 12 60X72 30 SF 60X72 30 SF 60X72 30 SF 24X72 12 SF 0'-0" FFE 0'-0" = 8'-0" A.F.F. T.O. 1ST WINDOW HEAD 9'-1" A.F.F. T.O. 1ST PLATE 10'-1 3/4" A.F.F. FINISHED 2ND FLOOR 30'-6" A.F.F. T.O. ROOF 25'-4" A.F.F. T.O. ROOF 8'-0" A.2ND F T.O. 2ND WINDOW HEAD 9'-1 1/8" A2ND F T.O. PLATE 6" FIBER CEMENT FASCIA SMOOTH FINISH WHITE COUNTRY LEDGESTONE ECHO RIDGE STONE VENEER 24" EAVE OVERHANG NICHIHA VINTAGEWOOD WOODSERIES BARK 26" H COUNTRY LEDGESTONE ECHO RIDGE STONE VENEER FINISH FOUNDATION PELLA 250 SERIES FIXED FRAME WINDOW BLACK 24"X72" ARCHITECTURAL GRADE SHINGLES OVER SYNTHETIC ROOF UNDERLAYMENT 4" CORNER TRIM SMOOTH FINISH WHITE PELLA 250 SERIES DOUBLE-HUNG WINDOW BLACK NICHIHA PANEL CEDAR COLUMNS & BEAMS FRONT DOOR CEDAR FINISH TO BE SELECTED BY OWNER 4" WINDOW TRIM SMOOTH FINISH WHITE 24'-0 1/2" MAX H= 30'-10" PELLA 250 SERIES DOUBLE-HUNG EGRESS WINDOW BLACK +0'-4" ABV GRD 36X96 24 SF FIBER CEMENT BOARD AND BATTEN SIDING COLOR SW9167 POLISHED CONCRETE FIBER CEMENT BOARD AND BATTEN SIDING COLOR SW9167 POLISHED CONCRETE 10 12 10 12 60X72 30 SF 60X72 30 SF 72X96 48 SF ARCHITECTURAL GRADE SHINGLES OVER SYNTHETIC ROOF UNDERLAYMENT 4" CORNER TRIM SMOOTH FINISH WHITE 26" H COUNTRY LEDGESTONE ECHO RIDGE STONE VENEER FINISH FOUNDATION WALL 72X96 48 SF FIBER CEMENT BOARD AND BATTEN SIDING COLOR SW9167 POLISHED CONCRETE FIBER CEMENT BOARD AND BATTEN SIDING COLOR SW9167 POLISHED CONCRETE 3 12 42X72 21 SF 42X72 21 SF 10 12 FACADES 1ST FLOOR AREA = 896 SF DOORS & WINDOWS AREA = 246 SF TRANSPARENCY 27% FACADES 2ND FLOOR AREA = 1212 SF DOORS & WINDOWS AREA = 198 SF TRANSPARENCY 16% A2.0 EXTERIOR ELEVATIONS 1 Front Elevation SCALE: 1/4" = 1'-0" 3 Rear Elevation SCALE: 1/4" = 1'-0" PROJECT DATA PROJECT NUMBER ISSUE DATE REVISIONS 310 MILLS AVE. GREENVILLE, SC 29605 © SEAL 24105 05-15-24 Tax #0095001002800 Greenville SC 104 Dean St 104 DEAN ST RESIDENCE 05/28/2024
DRAWING SET:
NARRAMORE ASSOCIATES
Spring 2024
Supervised by Trey Liles
This drawing set was developed for an office building in Edgefield, SC. These drawings were created as a base for future demolition plans. I viewed images taken at of the site and aerial images from Google earth to create drawings of existing conditions. I then worked alongside my project manager to note up necessary sheets. The project was completed with AutoCAD.
7
W/H OFFICE 102 OFFICE 103 OFFICE 104 RECEPTION CONFERENCE DRIVE-THRU STORAGE 108 RESTROOM 107 RESTROOM 106 BREAK ROOM 105 5'-3 1/4" 5'-8 1/4" 8" 12'-10" 18'-11 1/4" 5" 10'-0" 5" 16'-8" 4'-4 1/2" 4'-0" 5'-8" 4'-11 1/4" 2'-7 1/2" 5'-4" 2'-8 1/4" 1'-10" 9 3/4" 46'-5 1/4" 56'-11 56'-11 31'-0 2'-10 3/4" 5'-2" 4'-7 3/4" 9'-10 1/4" 10'-4 3/4" 11'-7 1/8" 3'-2 1/4" 9'-9 1/2" 6'-8 1/8" 2'-10 1/2" 17'-0 4'-6 1/2" 4'-9" 3'-11 1/4" 4'-10 1/4" SOFFIT ABOVE SOFFIT 27'-6 10'-11" 4'-4 1/2" 12'-11 3/4" REF. MOP SINK HVAC CHASE SOFFIT 1 OVERALL SCALE: 1/4" =
8 OFFICE 116 OFFICE 117 OFFICE 115 RECEPTION 101 CLOSET 114 VAULT 113 CONFERENCE 109 DRIVE-THRU 110 STORAGE 111 CLOSET 112 18'-11 1/4" 5" 10'-0" 5" 16'-8" 13'-0 3/4" 9'-5" 10'-0" 5'-0 1/2" 4'-0" 5'-0" 2'-7 1/2" 5'-4" 2'-8 1/4" 9 3/4" 1'-10" 4'-11 1/4" 46'-5 1/4" 56'-11 1/4" 56'-11 1/4" 22'-9" 31'-0 1/2" 8'-10" 9'-11" 4'-7 3/4" 5'-2" 2'-10 3/4" 12'-7 3/4" 2'-8 1/4" 11'-3 1/2" 4'-0 3/4" 4'-0 3/4" 7'-2 1/2" 2'-10 1/2" 3'-6 1/8" 1'-8 7/8" 8'-5 1/4" 3'-6" 3'-2 1/4" 7'-7" 8'-9 3/4" 17'-0 3/4" 10'-9 1/4" 5'-2 7/8" 5'-0 1/2" SOFFIT ABOVE SOFFIT ABOVE 27'-6 1/4" SOFFIT ABOVE PROJECT DATA PROJECT NUMBER ISSUE DATE REVISIONS 310 MILLS AVE. GREENVILLE, SC 29605 © SEAL PROJECT NAME 24124 PROJECT CITY, STATE XX-XX-XX XXXXX 425 LEE ST JOHNSTON, SC 29832 CLIENT PHONE NUMBER CLIENT CITY & STATE ADDRESS OF CLIENT CLIENT NAME 2 CLIENT NAME 1 ECSD OFFICE EXPANSION A1.0 OVERALL FLOOR PLAN OVERALL FLOOR PLAN 1'-0" 1. THIS DOCUMENT IS NOT FOR CONSTRUCTION OR BID PURPOSES. THIS IS AN AS-BUILT DRAWING OF EXISTING CONDITIONS ONLY. 2. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION CONTACT THE ARCHITECT FOR CLARIFICATION. 3. DENOTES LOW WALL CONSTRUCTION 4. EXISTING RESTROOMS ARE NOT ADA COMPLIANT. GENERAL NOTES:
9 EXISTING RTU TO REMAIN EXISTING ROOF VENT TO REMAIN EXISTING SHINGLE ROOF EXISTING METAL COPING EXISTING TPO ROOF TO REMAIN SLOPE DOWN 1/4" PER 12" (F.V.) SLOPE DOWN 1/4" PER 12" (F.V.) SLOPE DOWN 1/4" PER 12" (F.V.) SLOPE DOWN 1/4" PER 12" (F.V.) EXISTING ROOF ACCESS HATCH TO REMAIN SLOPE DOWN 6" PER 12" (F.V.) SLOPE DOWN 6" PER 12" (F.V.) SLOPE DOWN 4" PER 12" (F.V.) SLOPE DOWN 6" PER 12" (F.V.) SLOPE DOWN 4" PER 12" (F.V.) SLOPE DOWN 6" PER 12" (F.V.) SLOPE DOWN 10" PER 12" (F.V.) SLOPE DOWN 10" PER 12" (F.V.) EXISTING ROOF DRAIN TO REMAIN EXISTING ROOF DRAIN TO REMAIN EXISTING ROOF VENT TO REMAIN EXISTING ROOF VENT TO REMAIN EXISTING ROOF DRAIN TO REMAIN EXISTING ROOF DRAIN TO REMAIN EXISTING SHINGLE ROOF TO REMAIN SLOPE DOWN 4" PER 12" (F.V.) SLOPE DOWN 6" PER 12" (F.V.) SLOPE DOWN 6" PER 12" (F.V.) SLOPE DOWN 6" PER 12" (F.V.) SLOPE DOWN 6" PER 12" (F.V.) A1.1 ROOF PLAN PROJECT DATA PROJECT NUMBER ISSUE DATE REVISIONS 310 MILLS AVE. GREENVILLE, SC 29605 © SEAL PROJECT NAME 24124 PROJECT CITY, STATE XX-XX-XX XXXXX 425 LEE ST JOHNSTON, SC 29832 CLIENT PHONE NUMBER CLIENT CITY & STATE ADDRESS OF CLIENT CLIENT NAME 2 CLIENT NAME 1 ECSD OFFICE EXPANSION 1 ROOF PLAN SCALE: 1/4" = 1'-0"
10 RECEPTION 101 OFFICE 102 OFFICE 103 OFFICE 104 BREAK ROOM 105 DRIVE-THRU 110 CONFERENCE 109 VAULT 113 OFFICE 115 OFFICE 116 OFFICE 117 RESTROOM 106 RESTROOM 107 STORAGE 108 STORAGE 111 CLOSET 112 CLOSET 114 EXISTING ROOF HATCH TO REMAIN PROJECT DATA PROJECT NUMBER ISSUE DATE REVISIONS 310 MILLS AVE. GREENVILLE, SC 29605 © SEAL PROJECT NAME 24124 PROJECT CITY, STATE XX-XX-XX XXXXX 425 LEE ST JOHNSTON, SC 29832 CLIENT PHONE NUMBER CLIENT CITY & STATE ADDRESS OF CLIENT CLIENT NAME 2 CLIENT NAME 1 ECSD OFFICE EXPANSION A1.2 REFLECTED CEILING PLAN 1 REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" SYMBOL LEGEND WALL MOUNTED EXIT LIGHT/ EMERGENCY LIGHT W/ REMOTE HEAD SUPPLY DIFFUSER EXHAUST FAN 2' X 4' RECESSED LIGHT FIXTURE RETURN DIFFUSER RECESSED CAN LIGHT FIXTURE RECESSED SPEAKER 2' X 2' RECESSED LIGHT FIXTURE LIGHT FIXTURE ABOVE TRANSLUCENT CEILING GRID G.C. SHALL VERIFY TYPE, AMOUNT AND LOCATION 2' X 4' SURFACE MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE
11 0'-0" A.F.F. FIN. FLOOR 15'-5 7/8" A.F.F. T.O. ROOF 11'-0" A.F.F. T.O. WALL EXISTING SHINGLE ROOF TO REMAIN EXISTING BRICK TO REMAIN EXISTING SECURITY SYSTEM TO REMAIN EXISTING ELEC. METER TO REMAIN EXISTING METAL ROOF EXISTING LIGHT FIXTURE TO REMAIN 13'-5 3/4" A.F.F. T.O. ROOF 0'-0" A.F.F. FIN. FLOOR 15'-5 7/8" A.F.F. T.O. ROOF 11'-0" A.F.F. T.O. WALL 13'-5 3/4" A.F.F. T.O. ROOF EXISTING BRICK TO REMAIN EXISTING LIGHT FIXTURE TO REMAIN EXISTING METAL ROOF EXISTING SECURITY SYSTEM TO REMAIN EXISTING SHINGLE ROOF TO REMAIN 4
SCALE: 3/16" = 1'-0" 5
SCALE: 3/16" = 1'-0"
SIDE ELEVATION (EAST)
SIDE ELEVATION (WEST)
12 0'-0" A.F.F. FIN. FLOOR 15'-5 7/8" A.F.F. T.O. ROOF 11'-0" A.F.F. T.O. WALL EXISTING SHINGLE ROOF TO REMAIN EXISTING BRICK EXISTING METAL ROOF EXISTING DRIVE THRU WINDOW EXISTING ROOF VENT TO REMAIN EXISTING ROOF VENT TO REMAIN 0'-0" A.F.F. FIN. FLOOR 15'-5 7/8" A.F.F. T.O. ROOF 11'-0" A.F.F. T.O. WALL EXISTING SHINGLE ROOF TO REMAIN EXISTING BRICK TO REMAIN EXISTING SHINGLE ROOF TO REMAIN EXISTING BRICK TO REMAIN EXISTING METAL ROOF EXISTING DRIVE THRU WINDOW EXISTING ROOF VENT TO REMAIN EXISTING ROOF VENT TO REMAIN 0'-0" A.F.F. FIN. FLOOR 15'-5 7/8" A.F.F. T.O. ROOF 11'-0" A.F.F. T.O. WALL EXISTING SECURITY SYSTEM TO REMAIN PROJECT DATA PROJECT NUMBER ISSUE DATE REVISIONS 310 MILLS AVE. GREENVILLE, SC 29605 © SEAL PROJECT NAME 24124 PROJECT CITY, STATE XX-XX-XX XXXXX 425 LEE ST JOHNSTON, SC 29832 CLIENT PHONE NUMBER CLIENT CITY & STATE ADDRESS OF CLIENT CLIENT NAME 2 CLIENT NAME 1 ECSD OFFICE EXPANSION A2.0 EXTERIOR ELEVATIONS 1 FRONT ELEVATION (NORTH) SCALE: 3/16" = 1'-0" 3 REAR ELEVATION (SOUTH) SCALE: 3/16" = 1'-0" 2 REAR ELEVATION (SOUTH) SCALE: 3/16" = 1'-0"
LEASING SET:
NARRAMORE ASSOCIATES
Spring 2024
Supervised by Trey Liles
This development leasing set was completed for a land-lord in Clemson, SC. The complete set comprises of two overall plans, as well as eight individual unit plans for renting purposes. I travelled to the site to take measurements and record observations, and then drew all plans and put together each sheet for the client’s purposes. The project was completed with AutoCAD.
13
SB SC 15 16 SD 16.1 17 UNIT 1 1,010 SQ. FT. UNIT 2 1,010 SQ. FT. UNIT 3 1,784 SQ. FT. 60'-0" 30'-0" 15'-0 1/2" 16'-11 1/2" ELEC. PANEL ELEC. PANEL ELEC. PANEL RTU ABOVE RTU ABOVE RTU ABOVE
14 8 10 12 13 14 A 9 11 D E 11.5 C UNIT 4 5,305 SQ. FT. UNIT 5 8,497 SQ. FT. TRANSFORMER 88'-6 1/2" 65'-5 3/4" 130'-9" ELEC. PANEL ELEC. PANEL 65'-11 3/4" RISER ROOM RTU ABOVE RTU ABOVE RTU ABOVE RTU ABOVE RTU ABOVE PROJECT DATA PROJECT NUMBER ISSUE DATE REVISIONS 310 MILLS AVE. GREENVILLE, SC 29605 © SEAL LANGSTON PLACE 24104 CLEMSON, SC 02-29-24 17,672 SQ. FT. S.C. HIGHWAY 93 CLEMSON, SC 29631 LANGSTON PLACE A0.0 L.O.D. 1 L.O.D. SCALE: 1/8" = 1'-0"
15 1 3 4 5 A B C D YC 6 7 8 2 YA YB 58'-6" 91'-2 7/8" 90'-0 1/8" 40'-3 1/2" 60'-4 5/8" 92'-0 1/4" 222'-7 1/4" 70'-6 1/8" ELEC. PANEL ELEC. PANEL ELEC. PANEL RTU ABOVE RTU ABOVE RTU ABOVE RTU ABOVE RTU ABOVE RTU ABOVE RTU ABOVE RTU ABOVE UNIT 6 4,351 SQ. FT. UNIT 7 20,551 SQ. FT. UNIT 8 28,074 SQ. FT. UNIT 9 2,881 SQ. FT. RTU ABOVE RTU ABOVE A0.0 L.O.D. PROJECT DATA PROJECT NUMBER ISSUE DATE REVISIONS 310 MILLS AVE. GREENVILLE, SC 29605 © SEAL LANGSTON PLACE 24104 CLEMSON, SC 03-07-24 55,862 SQ. FT. S.C. HIGHWAY 93 CLEMSON, SC 29631 LANGSTON PLACE 1 L.O.D. SCALE: 1/16" = 1'-0"
16 3 4 5 6 A B C D 91'-2 7/8" 92'-0 1/4" ELEC. PANEL RTU ABOVE RTU ABOVE UNIT 7 20,551 SQ. FT. 222'-7 1/4" PROJECT DATA PROJECT NUMBER ISSUE DATE REVISIONS 310 MILLS AVE. GREENVILLE, SC 29605 © SEAL LANGSTON PLACE 24104 CLEMSON, SC 03-07-24 20,551 SQ. FT. S.C. HIGHWAY 93 CLEMSON, SC 29631 LANGSTON PLACE A0.7 UNIT 7 1 UNIT 7 SCALE: 1/16" = 1'-0"
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