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31B-311 2009-2-9 Phase 1 Plans CD Set
MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:41 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrG-001 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE COVER PAGE D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved. A-101 A-110 A-120 A-701 A-710 A-720 BASEMENT FLOOR PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN BASEMENT CEILING PLAN FIRST FLOOR CEILING PLAN SECOND FLOOR CEILING PLAN AD-101 AD-110 AD-120 BASEMENT FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN G-001 G-002 G-003 L-100 COVER PAGE CODE REVIEW STANDARD MOUNTING HEIGHTS SITE PLAN MAP OWNER FEBRUARY 9, 2009 ARCHITECT DIETZ & COMPANY ARCHITECTS 17 HAMPDEN STREET SPRINGFIELD, MA 01103 CITY OF NORTHAMPTON MAJOR'S OFFICE CITY HALL 210 MAIN STREET NORTHAMPTON, MA 01060 DRAWING LIST CITY OF NORTHAMPTON JAMES HOUSE PHASE 1 - CONSTRUCTION DOCUMENTS 42 GOTHIC STREET, NORTHAMPTON, MA 01060-3199 MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:41 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrG-002 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE CODE REVIEW D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved. CODE REVIEW JAMES HOUSE RENOVATIONS PHASE 1 PROJECT DESCRIPTION THE FOLLOWING CODE REVIEW IS APPLICABLE TO BOTH THE PHASE 1 AND PHASE 2 CONSTRUCTION PROJECTS. THE OVERALL PROJECT INTENT IS TO CONSTRUCT OFFICE AND ADULT EDUCATION CLASSROOM SPACE WITH AN ASSOCIATED DAYCARE SPACE STRICTLY FOR THE CARE OF CHILDREN WHOSE PARENTS/GUARDIANS ARE ATTENDING CLASSES WITHIN THE BUILDING. PHASE 1 OF THE PROJECT INCLUDES THE BUILDOUT OF THE DAYCARE SPACE AND EDUCATION PROGRAM OFFICES. MODIFICATIONS TO THE EXISTING FIRE PROTECTION, HVAC, PLUMBING AND ELECTRICAL SYSTEMS WILL BE REQUIRED TO ACCOMMODATE THE NEW WORK AND MEP PATHWAYS WILL BE INSTALLED TO PREPARE FOR THE IMPLEMENTATION OF THE PHASE 2 CONSTRUCTION. THE GUARDRAIL AT THE STAIRWAY WILL BE CORRECTED TO REDUCE THE OPENINGS BETWEEN GUARDRAIL COMPONENTS TO MEET THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE, 6TH EDITION. CARBON MONOXIDE DETECTORS WILL BE INSTALLED. NET FLOOR AREA GROSS FLOOR AREA NO. OF OCCUPANTS BASEMENT 3255 SF 27 FIRST FLOOR 3255 SF 41 SECOND FLOOR 3255 SF 33 TOTALS 9989 SF SUMMARY OF MASSACHUSETTS STATE BUILDING CODE, SIXTH ED. (780 CMR) ARTICLE 3: USE GROUP CLASSIFICATION “B” BUSINESS – SINGLE USE ARTICLE 6: TYPES OF CONSTRUCTION 5B (UNPROTECTED) EXISTING BUILDING CONSTRUCTION DESCRIPTION: LIGHT WOOD FRAMED WALLS, FLOOR DECKS AND ROOF THE PROJECT WILL INCLUDE REVISIONS TO THE EXISTING AUTOMATIC SPRINKLER FIRE SUPPRESSION SYSTEM. TABLE 601 – FIRE RESISTANCE RATING OF STRUCTURE ELEMENTS FOR TYPE 5B CONSTRUCTION 1. EXTERIOR WALLS: LOAD BEARING 0 HR NON LOAD BEARING 0 HR 2. FIRE WALLS N/A 3. FIRE SEPARATION ASSEMBLIES N/A 4. SMOKE BARRIERS N/A 5. FIRE ENCLOSURE OF EXITS, 1 HR REFER TO SECTION 1014.11 EXIT HALLWAYS AND STAIRWAYS 6. SHAFTS N/A 7. EXIT ACCESS CORRIDORS 0 HR REFER TO TABLE 1011.4 8. TENANT SEPARATIONS 0 HR 9. INTERIOR BEARING WALLS 0 HR UNLESS REQ’D FOR FIRE SEPARATION 10. INTERIOR NON-LOADBEARING PARTITIONS 0 HR UNLESS REQ’D FOR FIRE SEPARATION 11. STRUCTURAL MEMBERS, SUPPORTING WALLS 0 HR 12. FLOOR CONSTRUCTION, INCLUDING BEAMS 0 HR UNLESS REQ’D FOR FIRE SEPARATION 13. ROOF CONSTRUCTION INCLUDING BEAMS, 0 HR TRUSSES AND FRAMING ARTICLE 5: GENERAL BUILDING LIMITATIONS: HEIGHT AND AREA LIMITATIONS FOR TYPE 5B (UNPROTECTED) CONSTRUCTION TABLE 501 MAX. ALLOWABLE STREET FRONTAGE INCREASE FIRE SUPPRESSION SYSTEM INCREASE MULTISTORY REDUCTION TOTAL ALLOWABLE PROPOSED HEIGHT IN FEET 30 FEET 0 20 FEET 0 50 FEET UNCHANGED 35 FEET HEIGHT IN STORIES 2 STORY 0 1 STORY 0 3 STORY UNCHANGED 2 STORY SQUARE FEET 7200 SF 0 7200 SF 0 14,400 SF UNCHANGED 3255 SF SECTION 502:3: AUTOMATIC FIRE SUPPRESSION SYSTEM: ALLOWABLE TOTAL AREA INCREASE = 100% 100% X 7,200 S.F. = 7,200 S.F. TOTAL ALLOWABLE AREA PER FLOOR = 7,200 S.F. + 7,200 S.F. = 14,400 SF SECTION 503:1: AUTOMATIC FIRE SUPPRESSION SYSTEM HEIGHT MODIFICATION: ALLOWABLE HEIGHT INCREASE = 1 STORY + 20 FEET ALLOWABLE HEIGHT = 3 STORY + 50 FEET ACTUAL MAXIMUM HEIGHT = 2 STORY + 35 FEET ARTICLE 10: MEANS OF EGRESS: TABLE 1006.5 – LENGTH OF EXIT ACCESS TRAVEL USE GROUP WITHOUT FIRE SUPPRESSION SYSTEM (IN FEET) WITH FIRE SUPRESSION SYSTEM (IN FEET) PROPOSED MAXIMUMS (IN FEET) A, B, E, F-1, I-1, M, R, S-1 200 250 < 250 TABLE 1008.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (AREA / OCCUPANTS) BUSINESS AREAS 100 GROSS 1266 SF / 13 2543 SF / 26 2361 SF / 24 CLASSROOM AREA 100 GROSS 944 SF / 10 894 SF / 9 CHILD CARE – PARENTS ONSITE 100 GROSS 712 SF / 15 ACTUAL MECHANICAL SPACES 300 GROSS 1045 SF / 4 TOTAL OCCUPANTS 27 OCCUPANTS 41 OCCUPANTS 33 OCCUPANTS PLUMBING FIXTURE COUNTS FILL IN TOILETS URINALS SINKS (EA. SEX) WATER FOUNTAIN JANITOR SINKS WOMEN MEN 1 PER 20 1 PER 25 50% 1 PER 50 B 1 1 * 2 (1 EA. SEX) ** 1 1 1 1 * 2 (1 EA. SEX) ** 1 2 1 1 * 2 (1 EA. SEX) ** 1 * SINGLE FIXTURE MEN’S TOILET ROOM AT EACH FLOOR ** DRINKING WATER SERVICE PROVIDED BY OWNER MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:41 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrG-003 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE STANDARD MOUNTING HEIGHTS D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved.3'-6"5'-0"4'-0"1'-4"6'-8"3'-11 63/64"3'-11 63/64"3'-11 63/64"2'-9"2'-0"12" MAX 42" 42"6" MAX 18"3'-0"5'-0"4'-0"1'-0"4"2'-10"7'-0"2'-6"2'-10"4'-0"19"3'-4" MAX.34"29"6" 8"9"19" 1'-0" MIN. Y OF ONE TREAD BEYOND THE Y = 12" MIN. PLUS THE WIDTH BOTTOM RISER.34" MIN.38" MAX.3-1/2" MAX. 1-1/2" TYP.AT COMMON STAIRS AT UNIT STAIRS 1"1-1/2" 1-1/4"(MIN.) TO 2" (MAX.)6'-0" MIN.18"-20"34"-38"4'-0" MINIMUM CLEARANCE 1'-6"1'-0"TOP OF FIREEXTINGUISHER BOXTELEPHONEHANDSETLIGHT SWITCHFIRE ALARMPULL SWITCHAUDIBLE/VISUAL ALARMELECTRICALRECEPTACLETHERMOSTATVIEWER HOLE HEIGHTS CL CLCL CL CL ACCESSIBLE WATERCLOSETTOP OFSEATOF FIXTURECL CL CL CL T.P. ROLLCL CL CLCLMINIMUMCLEARMINIMUMCLEARCLEAR AREA MINIMUM CLEAR AREA ACCESSIBLE DOORWAYS CONTROLSACCESSIBLEACCESSIBLE WALLCOUNTERTOPCABINET HEIGHTSTYP. COUNTERTOPHEIGHTKITCHEN CABINET HEIGHTS BARRIER FREE UNIT KITCHEN CABINET HEIGHTS MAX. ACCESSIBLEVIEWER HOLE HEIGHTVIEWER HOLE HEIGHTBOT. OF MIRRORHOLDMIN.ACCESSIBLE BATHROOM TOP OF TYPICAL WALL CABINETHANDRAIL HEIGHTSSTAIR NOSINGS ( SEE SPEC. FOR FINISH SCHEDULE)TOP OF MIRRORACCESS RAMP HANDRAIL HEIGHTS HANDRAIL CLEARANCES CLEAR AREA APPROACH APPROACH 1-1/2" MAX. 60 MIN.FLOOR DESIGNATOR(RAISED AND BRAILLE)5'-0"3'-6"6'-0"HALL LANTERNSCONTROLSELEVATOR CONTROLS 42" MIN18" SCALE: 3/8" = 1'-0"B1 STANDARD MOUNTING HEIGHTS 0 2'4'6' GENERAL SHEET NOTES SHEET KEY NOTES MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:41 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrL-100 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE SITE PLAN D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved. 1 8 ' 18' 2' - 6 " 5'-3" 6' 3'3'6'3'5'4'5'5'9'-0"9'-0"9'-0"9'-0"8'-0"8'-0"8'-0"141.4' 141.33' 139.83'138.33' EXISTING SIDEWALKS TO REMAIN 4 33 2 5 6 11 7 7 7 7 1:12 SLOPE 1: 1 2 SL O P E DOWN D OW N 1:121:121:12 F:\CAD\ArchiCAD\ArchiCAD Master Template\Sheet Notes (Text Files)\WP (EDIT YOUR NOTES HERE NOT ON CAD FILE OR PDF)\[L-100]-Site Access Plan Gen & Sheet Key Notess.rtf [NOTE: ALL GENERAL NOTES SHALL BE REVIEWED AND EDITED BY PROJECT ARCHITECT/PROJECT MANAGER PRIOR TO INSERTION INTO DRAWING. ALL NOTES NEED TO BE EDITED IN WORD DOCUMENT ONLY- DO NOT EDIT NOTES ON THE CAD DRAWING.] GENERAL SHEET NOTES A. THE EXISTING SITE CONDITIONS PLAN CONTAINED HEREIN IS FOR REFERENCE ONLY. VERIFY SITE CONDITIONS AND DIMENSIONS IN THE FIELD. B. THIS DRAWING IS FOR REFERENCE ONLY TO SHOW PROPOSED HOISTING, STORAGE, STAGING AREAS, SITE ACCESS, AND PARKING. VERIFY EXISTING CONDITIONS AT THE SITE. COMPLY WITH FEDERAL, STATE AND LOCAL REGULATIONS, INCLUDING CITY OF NORTHAMPTON REGULATORY AGENCIES. C. PROVIDE OVERHEAD PROTECTION AND FENCING AT ENTRANCES AS REQUIRED FOR PEDESTRIAN PROTECTION, WHETHER OR NOT INDICATED. D. ENSURE THE MAINTENANCE OF SAFETY AND TRAFFIC ON THE PUBLIC AND PRIVATE WAYS AFFECTED BY THE CONSTRUCTION WORK. E. PROTECT EXISTING CONDITIONS AND MATERIALS FROM DAMAGE. REPLACE DAMAGED MATERIALS IN A MANNER APPROVED BY THE OWNER AND THE ARCHITECT. F. PATCH AND PROVIDE NEW LOAM AND GRASS SEED AT DISTURBED AREAS. G. REMOVE AND REINSTALL BUSHES FOR RAMP INSTALLATION. H. PROTECT EXISTING BUILDING AND AREAWAY AROUND NEW RAMP/RAMP FOUNDATION. I. REMOVE ALL EXISTING RAMPS, RAILS, SIDEWALKS, ETC. AS REQUIRED FOR NEW RAMP/SIDEWALK INSTALLATION. J. ALL FOUNDATIONS, RAMPS, AND SIDEWALKS TO BE POURED ON UNDISTURBED SOILD OR COMPACTED STRUCTURAL FILL. SHEET KEYNOTES 1. PROVIDE VAN ACCESSIBLE PARKING SPACE (2), STRIPING, AND SIGNAGE. (SEE MAAB SECTION 23.3) 2. PROVIDE CURB CUT (REPLACE EXISTING). (SEE MAAB SECTION 21.3 AND 26.61). RELOCATE FROM EXISTING LOCATION AND REGRADE. CUT AND RESET OR PROVIDE NEW CURBS WHERE REQUIRED. SEE DETAIL A8/L-100. 3. INSTALL NEW ACCESSIBLE RAMP TO MAIN ENTRANCE. PROVIDE SLOPES, LANDINGS, HANDRAILS TO BE COMPLIANT WITH MAAB SECTION 24. MAX SLOPE 1:12. 4. INSTALL MAAB COMPLIANT LANDING. MAXIMUM SLOPE TO BE ¼” PER FOOT. (SEE MAAB 25.2). 5. PROVIDE NEW SIDEWALK SLAB FOR ACCESSIBLE TRANSTION FROM NEW RAMP ELEVATION TO MEW ACCESSIBLE PARKING SPACE CURB CUT/LOADING AREA. 6. NEW CONCRETE STAIR WITH HOLLOW METAL RAILS. CUT AND PATCH EXISTING BITUMINOUS PAVING AS REQUIRED. 7. RESTRIPE EXISTING PARKING SPACES. 8’-6” WIDE MINIMUM AS PER ZONING BYLAWS OFCITY OF NORTHAMPTON. Bituminous Concrete Paving & Curbing L401 1 Not to Scale Concrete Steps L401 3 Not to Scale Stonedust Paving & Edging L401 6 Not to Scale Reinforced Turf Paving L401 5 Not to Scale Concerete & Decorative Paving L401 4 Not to Scale Yard Drain (YD) L401 8 Not to Scale Catch Basin (CB) L401 9 Not to Scale Stormwater Treatment Chamber (SWTC) L401 10 Not to Scale Accessible Curb Ramp L401 2 Not to Scale Decorative Paving L401 7 Not to Scale New Draiange Manhole L401 10 Not to Scale TheBerkshireDesignGroup, Inc. PlanningCivil EngineeringLandscape Architecture Land Surveying Bituminous Concrete Paving & Curbing L401 1 Not to Scale Concrete Steps L401 3 Not to Scale Stonedust Paving & Edging L401 6 Not to Scale Reinforced Turf Paving L401 5 Not to Scale Concerete & Decorative Paving L401 4 Not to Scale Yard Drain (YD) L401 8 Not to Scale Catch Basin (CB) L401 9 Not to Scale Stormwater Treatment Chamber (SWTC) L401 10 Not to Scale Accessible Curb Ramp L401 2 Not to Scale Decorative Paving L401 7 Not to Scale New Draiange Manhole L401 10 Not to Scale TheBerkshireDesignGroup, Inc. PlanningCivil EngineeringLandscape Architecture Land Surveying SB-101 SECTION SCALE 3/4" = 1'-0" UNDISTURBED EARTH OR 12" MIN. COMPACTED STRUCTURAL FILL IN AREAS OF UNSUITABLE MATERIALSB-101 SECTION SCALE 3/4" = 1'-0" COORD. W/ARCH.6" RISERS (COORD. W/ ARCH.)24" 24" 6" MIN. #3 @ NOSE #4@12" O.C. EW. BOT. COORD. W/ARCH. FOR STAIR NOSE DETAIL #3 @12" TYP. @ TREADS 1'-0"1'-0"UNDISTURBED EARTH OR 12" MIN. COMPACTED STRUCTURAL FILL IN AREAS OF UNSUITABLE MATERIAL UNDISTURBED EARTH OR 12" MIN. COMPACTED STRUCTURAL FILL IN AREAS OF UNSUITABLE MATERIAL UNDISTURBED EARTH OR 12" MIN. COMPACTED STRUCTURAL FILL IN AREAS OF UNSUITABLE MATERIAL 3- #5's CONT.3- #5's CONT. SF-110 2'-0" 8"8"8" 3- #5's CONT.1'-0"RAILING AND POST (COORD. W/ ARCH.) 2'-0" 8"8"8"2- #5 T & B1'-0"COORD. W/ARCH. 3- #5's CONT. RAILING AND POST (COORD. W/ ARCH.)2- #5 T & B2- #5's CONT. 2- #5's CONT. 6" CONC. SLAB REINF. W/6x6- W2.9xW2.9 W.W.F SB-101 SECTION SCALE 3/4" = 1'-0" VAPOR BARRIER RIGID INSULATION UNDISTURBED EARTH OR 12" MIN. COMPACTED STRUCTURAL FILL IN AREAS OF UNSUITABLE MATERIAL UNDISTURBED EARTH OR 12" MIN. COMPACTED STRUCTURAL FILL IN AREAS OF UNSUITABLE MATERIAL 5 6"6" VAPOR BARRIER RIGID INSULATION UNDISTURBED EARTH OR 12" MIN. COMPACTED STRUCTURAL FILL IN AREAS OF UNSUITABLE MATERIAL SF-110 SECTION SCALE 3/4" = 1'-0" 3'-0"1'-0"1'-0"1'-0"1'-0" 4" CONCRETE SLAB REINFORCED W/6x6 - W2.9xW2.9 W.W.F. 12" CDX PLYWOOD ON 34" CDX T & G PLYWOOD 11 7 8" TJI JOISTS @ 16' O.C. 2- 2x6 P.T. CONT. SILL 3- #5's CONT.#5 @ 12" O.C. E.W., E.F.RIM BOARD 58"Ø ANCHOR BOLT @ 4'-0" O.C. VAPOR BARRIER RIGID INSULATION UNDISTURBED EARTH OR 12" MIN. COMPACTED STRUCTURAL FILL IN AREAS OF UNSUITABLE MATERIAL 2x6's @ 16" O.C. SF-110 SECTION SCALE 3/4" = 1'-0"1'-0"B.O.F. EL. = -12'-9" 12" CDX PLYWOOD ON 3 4" CDX T & G PLYWOOD 11 78" TJI JOIST @ 16" O.C. (TYP.) (ASSUMED) B.O.F. EL. = -12'-9" (E) FIN. FL. EL. = -11'-5" EXISTING WATER TABLE TO BE REMOVED ADJACENTTO NEW CONNECTOR (SAWCUT, CHISLE, ETC. AS REQUIRED) 3'-0"± (VERIFY IN FIELD)EXISTING CONCRETE FOOTING EXISTING CONCRETE SLAB 1'-4"(ASSUMED)EXISTING BRICK MASONRY FOUNDATION 4" CONCRETE SLAB REINFORCED W/6x6 - W2.9xW2.9 W.W.F. VAPOR BARRIER RIGID INSULATION 2- 58"Ø HILTI HY20 SCREENED ADHESIVE ANCHORS @ 24" O.C. (STAGGERED TOP AND BOTTOM) UNDISTURBED EARTH OR 12" MIN. COMPACTED STRUCTURAL FILL IN AREAS OF UNSUITABLE MATERIAL SCALE: 1/8" = 1'-0"D1 SITE PLAN 0 4'8'16' NOT TO SCALEA1CONCRETE STEP DETAILS 0 1/2''1''2''NOT TO SCALEA8ACCESSIBLE CURB CUT/RAMP 0 1/2''1''2''NOT TO SCALEA5ACCESSIBLE RAMP SECTION 0 1/2''1''2'' MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:41 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrAD-101 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE BASEMENT FLOOR DEMOLITION PLAN D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved. 2 534 61 4a UP UP ELEVATOR F:\CAD\ArchiCAD\ArchiCAD Master Template\Sheet Notes (Text Files)\WP (EDIT YOUR NOTES HERE NOT ON CAD FILE OR PDF)\[AD-101]-DemoPlan Gen Sheet Notes.rtf [NOTE: ALL GENERAL NOTES SHALL BE REVIEWED AND EDITED BY PROJECT ARCHITECT/PROJECT MANAGER PRIOR TO INSERTION INTO DRAWING. ALL NOTES NEED TO BE EDITED IN WORD DOCUMENT ONLY- DO NOT EDIT NOTES ON THE CAD DRAWING.] UPDATED BY DG ON 10/8/08 GENERAL SHEET NOTES A. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND EXISTENCE OF BUILDING ELEMENTS AS SHOWN IN THE CONSTRUCTION DRAWINGS. THE ARCHITECT SHALL BE NOTIFIED OF DISCREPANCIES IMMEDIATELY UPON DISCOVERY. B. THE CONTRACTOR SHALL AT ALL TIMES ADEQUATELY PROTECT THE EXISTING BUILDING AND SITE FROM DAMAGE DUE TO CONTRACT OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF CONTRACT OPERATIONS, AND SHALL REPLACE OR REPAIR DAMAGED AREAS TO ORIGINAL CONDITION. THE CONTRACTOR SHALL APPLY FOR AND SUPPLY ALL PERMITS. C. CONTRACTOR TO EXERCISE DUE DILIGENCE AND CAUTION WHEN REMOVING DEMOLITION MATERIAL AS NOT TO DISTURB SURROUNDING AREAS OF NEW AND EXISTING CONSTRUCTION. REVIEW DEMOLITION WITH ARCHITECT PRIOR TO COMMENCING WORK. REPORT ALL DEVIATIONS AND CONCEALED CONDITIONS TO ARCHITECT IMMEDIATELY. D. THE CONTRACTOR SHALL KEEP BUILDING CLOSED AND SECURE AT ALL TIMES & PROTECT BUILDING AND SITE FROM THEFT AND/OR VANDALISM. CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGE OR LOSS DUE TO THEFT AND/OR VANDALISM RESULTING FROM CONTRACT OPERATIONS. E. THE OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. F. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES. G. TO THE GREATEST EXTENT POSSIBLE, THE EXTERIOR ENVELOPE OF THE BUILDING SHALL REMAIN INTACT. THE BUILDING SHALL REMAIN WEATHERPROOF AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE TEMPORARY MEANS TO MAINTAIN A WEATHERPROOF BUILDING. H. EXISTING CONSTRUCTION TO REMAIN SHALL BE ADEQUATELY SHORED AND BRACED AS REQUIRED UNTIL NEW CONSTRUCTION IS COMPLETE AS REQUIRED TO BRACE THE STRUCTURE. I. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. THE CONTRACTOR SHALL PREPARE AN "AS BUILT" DRAWING INDICATING THE LOCATION OF CAPPED OR ABANDONED UTILITIES. J. IT IS THE OWNER’S RESPONSIBILITY TO PERFORM ALL TESTING AND HAZARDOUS MATERIALS ABATEMENT WORK REQUIRED FOR NEW WORK. K. IT IS NOT THE INTENT OF THESE DEMOLITION DRAWINGS TO SHOW EACH AND EVERY PIECE OF EQUIPMENT, FIXTURE OR MATERIAL TO BE REMOVED, RATHER TO SHOW THE GENERAL EXTENT OF THE WORK. INCLUDE ALL DEMOLITION WORK WHETHER OR NOT SPECIFICALLY INDICATED, INCLUDING CONCEALED CONDITIONS WHICH MAY BE REASONABLY INFERRED FROM THE EXISTING BUILDING CONFIGURATION, STRUCTURAL SYSTEMS, MECHANICAL, AND ELECTRICAL SYSTEMS. ALL OBSOLETE MATERIAL AND ITEMS ARE TO BE REMOVED. REFER TO ALL CONTRACT DRAWINGS FOR ADDITIONAL DEMOLITION WORK. CONSTRUCTION WORK SHOWN IN ARCHITECTURAL, PLUMBING, FIRE PROTECTION, HVAC & ELECTRICAL DRAWINGS MAY REQUIRE ADDITIONAL DEMOLITION WORK NOT SHOWN ON DEMOLITION DRAWINGS. L. CARRY OUT ALL DEMOLITION WORK TO THE EXTENT INDICATED INCLUDING BUT NOT LIMITED TO FINISHES, FRAMING, ABANDONED WIRING AND PIPING, FIXTURES, ETC. AS REQUIRED TO ACCOMMODATE NEW WORK. CAP TO NEAREST CONCEALED LOCATION OR REMOVE ALL MECHANICAL SYSTEMS NOT SCHEDULED FOR REUSE. M. THE OWNER RETAINS THE RIGHT TO SALVAGE FOR HIS OWN USE ANY AND ALL ITEMS NOTED TO BE "REMOVED" DURING THE COURSE OF CONSTRUCTION. ALL MATERIALS INDICATED TO BE REMOVED AND REUSED IN THE PROJECT SHALL BE REMOVED, STORED AND PROTECTED BY THE CONTRACTOR. N. WHERE ANY PARTITIONS ARE REMOVED, INFILL THE FLOOR ASNECESSARY TO ALIGN WITH ADJACENT AREAS O. WHERE DEMO OCCURS: GC TO PROTECT AND PRESERVE ANY HISTORICAL TRIM, ETC THAT IS TO REMAIN EXPOSED OR CONCEALED P. ROUGH PATCHING OF ANY AND ALL OPENINGS, HOLES, OR DAMAGED CONSTRUCTION WITHIN THE EXISTING BUILDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CUTTING, DEMOLITION REPAIR, AND APPLICATION OF ALL FINISHED CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, WOOD TRIM, PLASTER, VCT, CARPET ETC. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FINISHES SHALL MATCH THE ADJACENT EXISTING CONSTRUCTION. EXISTING FIRE-RATED WALLS SHALL BE MAINTAINED & INFILLED TO PROVIDE REQUIRED RATING. PROVIDE SHORING AND LINTELS AS REQUIRED AT NEW WALL OPENINGS. Q. REMOVE EXISTING FINISHES ONLY AS REQUIRED FOR NEW WORK. COORDINATE ALL NEW ROOM FINISHES WITH THE OWNER. R. DASHED LINES INDICATE EXTENT OF WORK TO BE REMOVED UNLESS NOTED OTHERWISE. S. SOLID LINES INDICATE EXTENT OF WORK TO REMAIN UNLESS NOTED OTHERWISE. T. ALL EMERGENCY SYSTEMS (FIRE DETECTION, EMERGENCY LIGHTS, ETC.) SHALL REMAIN IN WORKING ORDER AT ALL TIMES. U. REMOVE EXISTING FLOORING DOWN TO SLAB OR DECK UNLESS IT IS DETERMINED THAT THE EXISTING FLOORING WILL PROVIDE A SOLID SUBSTRATE FOR NEW FINISHES. V. REMOVE EXISTING CEILING MATERIAL BACK TO JOIST/CONCRETE. TYPICAL UNLESS NOTED OTHERWISE. W. EXISTING WALL FINISH TO REMAIN AT INTERIOR/EXTERIOR WALLS NOT SCHEDULED TO BE DEMOLISHED. X. THROUGHOUT EXISTING BUILDING, REMOVE ALL MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS NOT DESIGNATED AS EXISTING TO REMAIN OR FOR REUSE IN MECHANICAL AND ELECTRICAL DRAWINGS. Y. PATCH AND PREPARE CONCRETE FLOORS FOR NEW FINISHES. Z. GC TO COORDINATE SLAB TRENCHING REQUIRED FOR NEW PLUMBING AND HVAC WORK. AA. REMOVE AND SALVAGE EXISTING DOORS BB. WHERE ANY PARTITIONS ARE REMOVED, INFILL THE FLOOR AS NECESSARY TO ALIGN WITH ADJACENT AREAS CC. PLUMBING DEMOLITION - GENERAL NOTES: 1) REMOVE AND DISPOSE OF PLUMBING EQUIPMENT, FIXTURES AND PIPING AS REQUIRED FOR NEW WORK. REMOVAL SHALL BE COMPLETE INCLUDING HANGERS, BRACKETS, VALVES, FITTINGS, INSULATION, AND APPURTENANCES. 2) WHERE PIPES ARE CONCEALED WITHIN WALLS, FLOORS OR CEILINGS TO REMAIN, PIPING SHALL BE CAPPED AT THE SURFACE UNLESS SUCH SURFACE WILL BE EXPOSED, IN WHICH CASE PIPING SHALL BE REMOVED TO BEHIND THE FINISHED SURFACE, CAPPED, AND THE SURFACE SHALL BE REPAIRED TO MATCH EXISTING. DD. MECHANICAL DEMOLITION - GENERAL NOTES: 1) REMOVE AND DISPOSE OF MECHANICAL EQUIPMENT, DUCTWORK AND PIPING AS REQUIRED FOR NEW WORK. REMOVAL SHALL BE COMPLETE INCLUDING HANGERS, BRACKETS, VALVES, FITTINGS, INSULATION, AND APPURTENANCES. 2) WHERE PIPES ARE CONCEALED WITHIN WALLS, FLOORS OR CEILINGS TO REMAIN, PIPING SHALL BE CAPPED AT THE SURFACE UNLESS SUCH SURFACE WILL BE EXPOSED, IN WHICH CASE PIPING SHALL BE REMOVED TO BEHIND THE FINISHED SURFACE, CAPPED, AND THE SURFACE SHALL BE REPAIRED TO MATCH EXISTING. EE. ELECTRICAL DEMOLITION - GENERAL NOTES: 1) REMOVE ELECTRICAL DEVICES INCLUDING LIGHTS, SWITCHES, RECEPTACLES, BACK BOXES, ETC. WITHIN RENOVATION AREA. WIRING AND CONDUIT NO LONGER IN SERVICE SHALL BE REMOVED BACK TO SOURCE. 2) EXISTING ELECTRICAL ITEMS THAT ARE BEING REMOVED AND NOT BEING RE-USED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 3) ABANDONED DEVICES AND ELECTRICAL WIRING SHALL BE REMOVED COMPLETELY. 4) NOTIFY CONTRACTOR OF OPENINGS CAUSED BY REMOVAL OF EXISTING ELECTRICAL EQUIPMENT IN WALL THAT ARE NOT BEING DEMOLISHED. INSURE THAT PATCHING IS COMPLETE. F:\CAD\ArchiCAD\ArchiCAD Master Template\Sheet Notes (Text Files)\WP (EDIT YOUR NOTES HERE NOT ON CAD FILE OR PDF)\[AD-101]-DemoPlan Gen Sheet Notes.rtf [NOTE: ALL GENERAL NOTES SHALL BE REVIEWED AND EDITED BY PROJECT ARCHITECT/PROJECT MANAGER PRIOR TO INSERTION INTO DRAWING. ALL NOTES NEED TO BE EDITED IN WORD DOCUMENT ONLY-DO NOT EDIT NOTES ON THE CAD DRAWING.] UPDATED BY DG ON 10/8/08 GENERAL SHEET NOTES A. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND EXISTENCE OF BUILDING ELEMENTS AS SHOWN IN THE CONSTRUCTION DRAWINGS. THE ARCHITECT SHALL BE NOTIFIED OF DISCREPANCIES IMMEDIATELY UPON DISCOVERY. B. THE CONTRACTOR SHALL AT ALL TIMES ADEQUATELY PROTECT THE EXISTING BUILDING AND SITE FROM DAMAGE DUE TO CONTRACT OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF CONTRACT OPERATIONS, AND SHALL REPLACE OR REPAIR DAMAGED AREAS TO ORIGINAL CONDITION. THE CONTRACTOR SHALL APPLY FOR AND SUPPLY ALL PERMITS. C. CONTRACTOR TO EXERCISE DUE DILIGENCE AND CAUTION WHEN REMOVING DEMOLITION MATERIAL AS NOT TO DISTURB SURROUNDING AREAS OF NEW AND EXISTING CONSTRUCTION. REVIEW DEMOLITION WITH ARCHITECT PRIOR TO COMMENCING WORK. REPORT ALL DEVIATIONS AND CONCEALED CONDITIONS TO ARCHITECT IMMEDIATELY. D. THE CONTRACTOR SHALL KEEP BUILDING CLOSED AND SECURE AT ALL TIMES & PROTECT BUILDING AND SITE FROM THEFT AND/OR VANDALISM. CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGE OR LOSS DUE TO THEFT AND/OR VANDALISM RESULTING FROM CONTRACT OPERATIONS. E. THE OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. F. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES. G. TO THE GREATEST EXTENT POSSIBLE, THE EXTERIOR ENVELOPE OF THE BUILDING SHALL REMAIN INTACT. THE BUILDING SHALL REMAIN WEATHERPROOF AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE TEMPORARY MEANS TO MAINTAIN A WEATHERPROOF BUILDING. H. EXISTING CONSTRUCTION TO REMAIN SHALL BE ADEQUATELY SHORED AND BRACED AS REQUIRED UNTIL NEW CONSTRUCTION IS COMPLETE AS REQUIRED TO BRACE THE STRUCTURE. I. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. THE CONTRACTOR SHALL PREPARE AN "AS BUILT" DRAWING INDICATING THE LOCATION OF CAPPED OR ABANDONED UTILITIES. J. IT IS THE OWNER’S RESPONSIBILITY TO PERFORM ALL TESTING AND HAZARDOUS MATERIALS ABATEMENT WORK REQUIRED FOR NEW WORK. K. IT IS NOT THE INTENT OF THESE DEMOLITION DRAWINGS TO SHOW EACH AND EVERY PIECE OF EQUIPMENT, FIXTURE OR MATERIAL TO BE REMOVED, RATHER TO SHOW THE GENERAL EXTENT OF THE WORK. INCLUDE ALL DEMOLITION WORK WHETHER OR NOT SPECIFICALLY INDICATED, INCLUDING CONCEALED CONDITIONS WHICH MAY BE REASONABLY INFERRED FROM THE EXISTING BUILDING CONFIGURATION, STRUCTURAL SYSTEMS, MECHANICAL, AND ELECTRICAL SYSTEMS. ALL OBSOLETE MATERIAL AND ITEMS ARE TO BE REMOVED. REFER TO ALL CONTRACT DRAWINGS FOR ADDITIONAL DEMOLITION WORK. CONSTRUCTION WORK SHOWN IN ARCHITECTURAL, PLUMBING, FIRE PROTECTION, HVAC & ELECTRICAL DRAWINGS MAY REQUIRE ADDITIONAL DEMOLITION WORK NOT SHOWN ON DEMOLITION DRAWINGS. L. CARRY OUT ALL DEMOLITION WORK TO THE EXTENT INDICATED INCLUDING BUT NOT LIMITED TO FINISHES, FRAMING, ABANDONED WIRING AND PIPING, FIXTURES, ETC. AS REQUIRED TO ACCOMMODATE NEW WORK. CAP TO NEAREST CONCEALED LOCATION OR REMOVE ALL MECHANICAL SYSTEMS NOT SCHEDULED FOR REUSE. M. THE OWNER RETAINS THE RIGHT TO SALVAGE FOR HIS OWN USE ANY AND ALL ITEMS NOTED TO BE "REMOVED" DURING THE COURSE OF CONSTRUCTION. ALL MATERIALS INDICATED TO BE REMOVED AND REUSED IN THE PROJECT SHALL BE REMOVED, STORED AND PROTECTED BY THE CONTRACTOR. N. WHERE ANY PARTITIONS ARE REMOVED, INFILL THE FLOOR ASNECESSARY TO ALIGN WITH ADJACENT AREAS O. WHERE DEMO OCCURS: GC TO PROTECT AND PRESERVE ANY HISTORICAL TRIM, ETC THAT IS TO REMAIN EXPOSED OR CONCEALED P. ROUGH PATCHING OF ANY AND ALL OPENINGS, HOLES, OR DAMAGED CONSTRUCTION WITHIN THE EXISTING BUILDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CUTTING, DEMOLITION REPAIR, AND APPLICATION OF ALL FINISHED CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, WOOD TRIM, PLASTER, VCT, CARPET ETC. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FINISHES SHALL MATCH THE ADJACENT EXISTING CONSTRUCTION. EXISTING FIRE-RATED WALLS SHALL BE MAINTAINED & INFILLED TO PROVIDE REQUIRED RATING. PROVIDE SHORING AND LINTELS AS REQUIRED AT NEW WALL OPENINGS. Q. REMOVE EXISTING FINISHES ONLY AS REQUIRED FOR NEW WORK. COORDINATE ALL NEW ROOM FINISHES WITH THE OWNER. R. DASHED LINES INDICATE EXTENT OF WORK TO BE REMOVED UNLESS NOTED OTHERWISE. S. SOLID LINES INDICATE EXTENT OF WORK TO REMAIN UNLESS NOTED OTHERWISE. T. ALL EMERGENCY SYSTEMS (FIRE DETECTION, EMERGENCY LIGHTS, ETC.) SHALL REMAIN IN WORKING ORDER AT ALL TIMES. U. REMOVE EXISTING FLOORING DOWN TO SLAB OR DECK UNLESS IT IS DETERMINED THAT THE EXISTING FLOORING WILL PROVIDE A SOLID SUBSTRATE FOR NEW FINISHES. V. REMOVE EXISTING CEILING MATERIAL BACK TO JOIST/CONCRETE. TYPICAL UNLESS NOTED OTHERWISE. W. EXISTING WALL FINISH TO REMAIN AT INTERIOR/EXTERIOR WALLS NOT SCHEDULED TO BE DEMOLISHED. SCALE: 1/4" = 1'-0"C1 BASEMENT DEMOLITION PLAN 0 2'4'8' EXISTING TO BE DEMOLISHED EXISTING DOOR TO BE DEMOLISHED EXISTING TO REMAIN DEMOLITION LEGEND MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:41 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrAD-110 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE FIRST FLOOR DEMOLITION PLAN D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved. F:\CAD\ArchiCAD\ArchiCAD Master Template\Sheet Notes (Text Files)\WP (EDIT YOUR NOTES HERE NOT ON CAD FILE OR PDF)\[AD- 110]-1ST FLR Gen & Sheet Key Notes.rtf [NOTE: ALL GENERAL NOTES SHALL BE REVIEWED AND EDITED BY PROJECT ARCHITECT/PROJECT MANAGER PRIOR TO INSERTION INTO DRAWING. ALL NOTES NEED TO BE EDITED IN WORD DOCUMENT ONLY- DO NOT EDIT NOTES ON THE CAD DRAWING.] GENERAL SHEET NOTES 1. SEE AD-101 FOR ADDITIONAL GENERAL SHEET NOTES. SHEET KEYNOTES 2. ENTER TEXT HERE A 2 534 61 B 4a DN UP UPDN DN ELEVATOR UP SCALE: 1/4" = 1'-0"C1 FIRST FLOOR DEMOLITION PLAN 0 2'4'8' EXISTING TO BE DEMOLISHED EXISTING DOOR TO BE DEMOLISHED EXISTING TO REMAIN DEMOLITION LEGEND MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:41 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrAD-120 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE SECOND FLOOR DEMOLITION PLAN D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved. F:\CAD\ArchiCAD\ArchiCAD Master Template\Sheet Notes (Text Files)\WP (EDIT YOUR NOTES HERE NOT ON CAD FILE OR PDF)\[AD- 110]-1ST FLR Gen & Sheet Key Notes.rtf [NOTE: ALL GENERAL NOTES SHALL BE REVIEWED AND EDITED BY PROJECT ARCHITECT/PROJECT MANAGER PRIOR TO INSERTION INTO DRAWING. ALL NOTES NEED TO BE EDITED IN WORD DOCUMENT ONLY- DO NOT EDIT NOTES ON THE CAD DRAWING.] GENERAL SHEET NOTES 1. SEE AD-101 FOR ADDITIONAL GENERAL SHEET NOTES. SHEET KEYNOTES 2. ENTER TEXT HERE 54 6 DN ELEVATOR DN DN SCALE: 1/4" = 1'-0"C1 SECOND FLOOR DEMOLITION PLAN 0 2'4'8' EXISTING TO BE DEMOLISHED EXISTING DOOR TO BE DEMOLISHED EXISTING TO REMAIN DEMOLITION LEGENDDEMOLITION LEGEND MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:41 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrA-101 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE BASEMENT FLOOR PLAN D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved. 2 534 61 4a 7'-6"4'-4 1/2"1'-0"6'-6" MIN.6'-6"5'-0"7'-2"7'-10"6'-4" +/-4'-7"1'-6"7 3 66 1 23 1 555 191 2 19 55 20 17 17 12 12 18 8 4 14 14 VINYL BASE NO BASENO BASE NO BASENO BASE UP UP ELEVATOR 1 5 1 5 2 1 2 2 2 3 55 5 1 2 5 2 STAIR 001 118 SQ. FT. RESTROOM WOMENS 005 49 SQ. FT. RESTROOM MENS 004 81 SQ. FT. STAIRWELL 010 142 SQ. FT. CLASSROOM 007 374 SQ. FT. CLASSROOM 006 570 SQ. FT. LOBBY 002 195 SQ. FT. HALL 003 60 SQ. FT. HALL 009 34 SQ. FT. COMP CART STORAGE 008 27 SQ. FT. ELEV MACHINE RM 012 48 SQ. FT. HALL 011 153 SQ. FT. MECH 014 260 SQ. FT. MECH 013 530 SQ. FT. MECH 015 54 SQ. FT. 10. REMOVE EXISTING MAIN ENTRANCE DOOR & FRAME. MODIFY HEAD, JAMB & SILL TO ACCOMMODATE NEW STOREFRONT DOORS & FRAME. PROVIDE NEW TRIM AT EACH SIDE TO MATCH EXISTING APPEARANCE. 11. REPLACE FLUSH VALVE TO LOCATE FLUSH HANDLE AWAY FROM CORNER. 12. REPLACE EXISTING WALL MOUNTED LAVATORY SINK WITH NEW LOW- PROFILE ACCESSIBLE SINK. AMERICAN STANDARD ‘LUCERENE’ MODEL OR EQUAL. FAUCETS TO HAVE LEVER CONTROLS. 13. MODIFY EXISTING HEATING UNIT OR TOILET TO PROVIDE 42” CLEARANCE FROM THE FRONT EDGE OF THE TOILET TO ANY OBSTRUCTION. 14. RELOCATE ALL TOILET ACCESSORIES AS REQUIRED TO MEET MOUNTING REQUIREMENTS SHOWN ON SHEET G-003. 15. INSTALL NEW DOOR & FRAME TO PROVIDE CORRECT TOILET ROOM CLEARANCES. 16. RECONSTRUCT DOOR & SURROUNDING WALLS TO MEET 12” PUSH SIDE CLEARANCE REQUIREMENTS. DOOR & WALLS TO BE 1 HOUR RATED. PATCH CEILING TO MATCH EXISTING & INSTALL NEW FLOORING AS PER FINISH SCHEDULE. 17. PROVIDE 2 NEW 36” GRAB BARS WITH KNURLS FINISH AT EACH NEW TOILET LOCATION. PROVIDE RECESSED TOILET PAPER DISPENSER, SOAP DISPENSER & PAPER TOWER DISPENSER. COORDINATE REQUIREMENTS WITH OWNER. SEE SHEET G-003 FOR MOUNTING REQUIREMENTS. 18. INSTALL 4’ SINK BASE & 5’ SINK BASE WITH PLASTIC LAMINATE COUNTERTOP AND 6” DIVIDER BETWEEN CABINETS. PROVIDE 6’ WALL CABINETS ABOVE. SINK BASE TO BE ACCESSIBLE WITH ROLL UNDER CAPABILITY. PROVIDE END PANEL FOR SUPPORT OF SINK BASE IF FUTURE TOILET ROOM IS NOT CONSTRUCTED. 19. COORDINATE ALL TACKBOARD & MARKER-BOARD LOCATIONS & REQUIREMENTS WITH THE OWNER. 20. COMPUTER CART STORAGE ROOM TO BE PROVIDED WITH OUTLETS FOR EQUIPMENT RECHARGING. COORDINATE REQUIREMENTS WITH OWNER. 21. ROUGH-IN PLUMBING FOR FUTURE TOILET ROOM & CAP IN WALLS & AT FLOOR. 22. INSTALL NEW WALL AT EXISTING POCKET DOOR LOCATION. DOOR TO REMAIN IN PLACE & BE FIXED IN CLOSED POSITION. 23. EXISTING ACCESS PANEL TO SUMP PIT & SUMP, ROOF DRAIN LEADER TO REMAIN. 24. NEW FOLDING ACOUSTIC PARTITION WALL WITH CEILING & FLOOR TRACKS. COORDINATE MOUNTING REQUIREMENTS WITH OWNER’S STRUCTURAL ENGINEER. CONSTRUCT WALLS AS REQUIRED TO ALLOW STACKED STORAGE. PANELFOLD SERIES 400 OR EQUAL. 25. NEW LOW WALL WITH PAINTED WOOD CAP & CAP TRIM. WALL TO BE 3’- 6” ABOVE FINISHED FLOOR. 26. RECONSTRUCT TOILET ROOMS AS REQUIRED TO PROVIDE ACCESSIBLE CLEARANCES. RELOCATE EXISTING TOILET FIXTURES & PROVIDE NEW SINKS. VERIFY NEW WALL LOCATION WITH EXISTING HEATING UNITS. 27. ORIENT GLASS TO THE DAYCARE ROOM SIDE OF THE FRAME FOR WINDOW TREATMENT. 28. INTERIOR WINDOW, 3’0” WIDE X 5’0” TALL @ 24” ABOVE FINISHED FLOOR WITH TEMPERED GLASS AND HOLLOW METAL FRAME. 29. RELOCATE EXISTING FIRE EXSTINGUISHER CABINET AND INSTALL NEW SEMI RECESSED WATER COOLER 30. INTERIOR WINDOW, 3’0” WIDE X 3’0” TALL WITH SAFETY GLASS (WIRE OR FIRE GLASS) AND HOLLOW METAL FRAME. 31. NEW PARTIAL WALL WITH PAINTED WOOD CAP & CAP TRIM. WALL TO BE 7’ ABOVE FINISHED FLOOR. DOOR & DOOR HARDWARE NOTES A. ALL NEW DOORS, FRAMES & HARDWARE IN FIRE-RATED PARTITIONS TO BE 1 HOUR RATED. B. CONTRACTOR TO COORDINATE WINDOWS IN DOORS WITH OWNER & OWNERS VISION PANEL REQUIREMENTS. C. ALL FIRE RATED DOORS, TOILET ROOM DOORS & EXTERIOR DOORS TO HAVE AUTOMATIC CLOSING DEVICES. D. MAIN ENTRANCE DOORS TO HAVE PANIC HARDWARE. ALL PANIC BARS TO BE LOW PROFILE. E. ALL ROOMS TO HAVE 18” PULL SIDE CLEARANCE & 12” PUSH SIDE CLEARANCE WHERE DOORS ARE EQUIPPED WITH CLOSERS. F. ALL NEW SINGLE DOORS TO BE 36” WIDE. ALL DOUBLE DOORS TO BE 72” WIDE WITH 2 36” WIDE LEAFS. G. ALL NEW DOOR FRAMES TO BE HOLLOW METAL & NEW DOORS TO BE SOLID CORE WOOD DOORS. H. NEW DOOR AND FRAME OR EXISTING DOORS TO RECEIVE NEW HARDWARE I. PROVIDE NEW MARBLE THRESHOLDS AT NEW RESTROOM DOORS. 10. REMOVE EXISTING MAIN ENTRANCE DOOR & FRAME. MODIFY HEAD, JAMB & SILL TO ACCOMMODATE NEW STOREFRONT DOORS & FRAME. PROVIDE NEW TRIM AT EACH SIDE TO MATCH EXISTING APPEARANCE. 11. REPLACE FLUSH VALVE TO LOCATE FLUSH HANDLE AWAY FROM CORNER. 12. REPLACE EXISTING WALL MOUNTED LAVATORY SINK WITH NEW LOW- PROFILE ACCESSIBLE SINK. AMERICAN STANDARD ‘LUCERENE’ MODEL OR EQUAL. FAUCETS TO HAVE LEVER CONTROLS. 13. MODIFY EXISTING HEATING UNIT OR TOILET TO PROVIDE 42” CLEARANCE FROM THE FRONT EDGE OF THE TOILET TO ANY OBSTRUCTION. 14. RELOCATE ALL TOILET ACCESSORIES AS REQUIRED TO MEET MOUNTING REQUIREMENTS SHOWN ON SHEET G-003. 15. INSTALL NEW DOOR & FRAME TO PROVIDE CORRECT TOILET ROOM CLEARANCES. 16. RECONSTRUCT DOOR & SURROUNDING WALLS TO MEET 12” PUSH SIDE CLEARANCE REQUIREMENTS. DOOR & WALLS TO BE 1 HOUR RATED. PATCH CEILING TO MATCH EXISTING & INSTALL NEW FLOORING AS PER FINISH SCHEDULE. 17. PROVIDE 2 NEW 36” GRAB BARS WITH KNURLS FINISH AT EACH NEW TOILET LOCATION. PROVIDE RECESSED TOILET PAPER DISPENSER, SOAP DISPENSER & PAPER TOWER DISPENSER. COORDINATE REQUIREMENTS WITH OWNER. SEE SHEET G-003 FOR MOUNTING REQUIREMENTS. 18. INSTALL 4’ SINK BASE & 5’ SINK BASE WITH PLASTIC LAMINATE COUNTERTOP AND 6” DIVIDER BETWEEN CABINETS. PROVIDE 6’ WALL CABINETS ABOVE. SINK BASE TO BE ACCESSIBLE WITH ROLL UNDER CAPABILITY. PROVIDE END PANEL FOR SUPPORT OF SINK BASE IF FUTURE TOILET ROOM IS NOT CONSTRUCTED. 19. COORDINATE ALL TACKBOARD & MARKER-BOARD LOCATIONS & REQUIREMENTS WITH THE OWNER. 20. COMPUTER CART STORAGE ROOM TO BE PROVIDED WITH OUTLETS FOR EQUIPMENT RECHARGING. COORDINATE REQUIREMENTS WITH OWNER. 21. ROUGH-IN PLUMBING FOR FUTURE TOILET ROOM & CAP IN WALLS & AT FLOOR. 22. INSTALL NEW WALL AT EXISTING POCKET DOOR LOCATION. DOOR TO REMAIN IN PLACE & BE FIXED IN CLOSED POSITION. 23. EXISTING ACCESS PANEL TO SUMP PIT & SUMP, ROOF DRAIN LEADER TO REMAIN. 24. NEW FOLDING ACOUSTIC PARTITION WALL WITH CEILING & FLOOR TRACKS. COORDINATE MOUNTING REQUIREMENTS WITH OWNER’S STRUCTURAL ENGINEER. CONSTRUCT WALLS AS REQUIRED TO ALLOW STACKED STORAGE. PANELFOLD SERIES 400 OR EQUAL. 25. NEW LOW WALL WITH PAINTED WOOD CAP & CAP TRIM. WALL TO BE 3’- 6” ABOVE FINISHED FLOOR. 26. RECONSTRUCT TOILET ROOMS AS REQUIRED TO PROVIDE ACCESSIBLE CLEARANCES. RELOCATE EXISTING TOILET FIXTURES & PROVIDE NEW SINKS. VERIFY NEW WALL LOCATION WITH EXISTING HEATING UNITS. 27. ORIENT GLASS TO THE DAYCARE ROOM SIDE OF THE FRAME FOR WINDOW TREATMENT. 28. INTERIOR WINDOW, 3’0” WIDE X 5’0” TALL @ 24” ABOVE FINISHED FLOOR WITH TEMPERED GLASS AND HOLLOW METAL FRAME. 29. RELOCATE EXISTING FIRE EXSTINGUISHER CABINET AND INSTALL NEW SEMI RECESSED WATER COOLER 30. INTERIOR WINDOW, 3’-0” WIDE X 3’-0” TALL WITH SAFETY GLASS (WIRE OR FIRE GLASS) AND HOLLOW METAL FRAME. 31. NEW PARTIAL HEIGHT WALL WITH PAINTED WOOD CAP & CAP TRIM. TOP OF WALL AT 7’-4” ABOVE FINISHED FLOOR. DOOR & DOOR HARDWARE NOTES A. ALL NEW DOORS, FRAMES & HARDWARE IN FIRE-RATED PARTITIONS TO BE 1 HOUR RATED. B. CONTRACTOR TO COORDINATE WINDOWS IN DOORS WITH OWNER & OWNERS VISION PANEL REQUIREMENTS. C. ALL FIRE RATED DOORS, TOILET ROOM DOORS & EXTERIOR DOORS TO HAVE AUTOMATIC CLOSING DEVICES. D. MAIN ENTRANCE DOORS TO HAVE PANIC HARDWARE. ALL PANIC BARS TO BE LOW PROFILE. E. ALL ROOMS TO HAVE 18” PULL SIDE CLEARANCE & 12” PUSH SIDE CLEARANCE WHERE DOORS ARE EQUIPPED WITH CLOSERS. F. ALL NEW SINGLE DOORS TO BE 36” WIDE. ALL DOUBLE DOORS TO BE 72” WIDE WITH 2 36” WIDE LEAFS. G. ALL NEW DOOR FRAMES TO BE HOLLOW METAL & NEW DOORS TO BE SOLID CORE WOOD DOORS. H. NEW DOOR AND FRAME OR EXISTING DOORS TO RECEIVE NEW HARDWARE I. PROVIDE NEW MARBLE THRESHOLDS AT NEW RESTROOM DOORS. F:\CAD\ArchiCAD\ArchiCAD Master Template\Sheet Notes (Text Files)\WP (EDIT YOUR NOTES HERE NOT ON CAD FILE OR PDF)\[A-101]-FloorPlan Gen & Sheet Key Notes-RENOVATIONS (AND-OR ADDITIONS).rtf [NOTE: ALL GENERAL NOTES SHALL BE REVIEWED AND EDITED BY PROJECT ARCHITECT/PROJECT MANAGER PRIOR TO INSERTION INTO DRAWING. ALL NOTES NEED TO BE EDITED IN WORD DOCUMENT ONLY- DO NOT EDIT NOTES ON THE CAD DRAWING.] UPDATED BY DG 10/6/08 GENERAL SHEET NOTES A. DO NOT SCALE PLANS. FIELD VERIFY AND COORDINATE IN THE FIELD DIMENSIONS AND CONDITIONS SHOWN. VERIFY CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. B. LAY OUT NEW PARTITIONS PRIOR TO ROUGH FRAMING AND REVIEW WITH OWNER PRIOR TO FRAMING WALLS. VERIFY COLUMN LOCATIONS AND COORDINATE WITH STUD LAYOUT. C. DIMENSIONS ARE FROM FACE OF FINISHED WALLS OR MASONRY UNLESS NOTED OTHERWISE. D. PROVIDE SMOOTH TRANSITIONS AT FLOOR LEVEL CHANGES AND BETWEEN FLOORING MATERIALS. PROVIDE TRANSITION STRIPS AT EXPOSED EDGES OF FINISH FLOORING. E. LOCATE FLOOR FINISH TRANSITIONS AT CENTERLINE OF CLOSED DOORS UNLESS NOTED OTHERWISE. F. PROVIDE FIRESTOPPING AT M/E/P PENETRATIONS. AT PENETRATIONS OF FIRE RATED ASSEMBLIES (FLOORS, WALLS, CEILINGS), PROVIDE ADDITIONAL BLOCKING, FIRESTOPPING, OR FIRESAFING TO MAINTAIN FIRE RATING AS REQUIRED BY CODE.. G. AT PENETRATIONS OF FIRE RATED ASSEMBLIES, PROVIDE [FIRESAFING] TO MAINTAIN FIRE RATING. PROVIDE FIRE STOPPING AND DRAFTSTOPPING AT FRAMING AS REQUIRED BY CODE. H. MAINTAIN FIRE RATINGS BEHIND PLUMBING FIXTURES, TOILET ACCESSORIES, AND FIRE EXTINGUISHERS. SEE DETAILS. I. PROVIDE FIRE RATED ACCESS HATCHES AS REQUIRED AT WALL AND CEILING LOCATIONS FOR ACCESS TO DUCTWORK, PIPING VALVES, AND CLEANOUTS AND OTHER CONCEALED ITEMS. COORDINATE LOCATIONS WITH M/E/P AND FIRE PROTECTION DRAWINGS. J. PROVIDE BLOCKING FOR WALL MOUNTED CABINETS, SHELVES, TOILET ACCESSORIES, AND FIXTURE COMPONENTS. K. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD ON WALLS AND CEILING AT BATHROOMS. L. DOOR HARDWARE, FIXTURES, DEVICES, TRIM, FINISHES SHALL MATCH OWNER’S STANDARD. M. WIRING (CONDUITS, ETC.) TO BE CONCEALED. NO SURFACE WIRING SHALL BE INSTALLED IN FINISHED AREA. N. PAINT EXPOSED SURFACES, EXCEPT WHERE FINISH SCHEDULES INDICATE THAT A SURFACE OR MATERIAL IS NOT TO BE PAINTED OR IS TO REMAIN NATURAL. IF THE FINISH SCHEDULE DOES NOT SPECIFICALLY MENTION AN ITEM OR SURFACE, FINISH THE ITEM OR SURFACE THE SAME AS SIMILAR ADJACENT MATERIALS. O. SEE SHEET G-003 FOR TYPICAL PLUMBING, ELECTRICAL, ARCHITECTURAL, MECHANICAL ACCESSORIES AND MOUNTING HEIGHTS. P. SEE SHEET G-003 FOR TYPICAL BATHROOM ELEVATIONS. Q. DO NOT UNDERMINE EXISTING BUILDING FOUNDATION WHILE EXCAVATING. R. WHERE A NEW WALL IS A CONTINUATION OF AN EXISTING WALL, POSITION NEW WALL FRAMING SO THAT FINISH SURFACES SHALL BE FLUSH. S. AT FLOORS SCHEDULED TO RECEIVE NEW FLOORING, FILL AND PATCH HOLES, LOW SPOTS, AND OTHER DAMAGED AREAS. LEVEL FLOORS AS REQUIRED TO PROVIDE A SMOOTH AND LEVEL SURFACE FOR NEW FLOORING. T. COORDINATE ALL ELECTRICAL OUTLETS, DATA, PHONE, AND CATV LOCATIONS WITH OWNER PRIOR TO CONSTRUCTION. U. SEE MEP NARRATIVE FOR REQUIREMENTS FOR NEW FIRE PROTECTION, PLUMBING, HVAC, AND ELECTRICAL REQUIREMENTS NOT SHOWN ON PLANS. V. ALL FURNITURE IS PROVIDED AND INSTALLED BY OWNER AND NOT IN CONTRACTOR’S SCOPE OF WORK. W. CONTRACTOR TO PROVIDE ALL SIGNAGE AS REQUIRED BY MAAB SECTION 41. COORDINATE WITH OWNER. X. PUBLIC TELEPHONE SHALL MEET THE REQUIREMENTS OF MAAB SECTION 37 WHERE INSTALLED. Y. ALL BUILDING THERMOSTATS SHALL BE INSTALLED OR RELOCATED TO 54” ABOVE FINISHED FLOOR. Z. PROVIDE 1 HOUR FIRE RATED GYPSUM BOARD, 5/8” TYPE “X”. AT LOBBY/STAIRWELL AREAS. AA. CAP AND FILL ALL UNECESSARY FLOOR DRAINS AT BASEMENT LEVEL. SHEET KEYNOTES 1. PROVIDE 5/8” TYPE”X” GYPSUM BOARD AT THE UNDERSIDE OF ALL FLOOR FRAMING ADJACENT TO RATED SPACES. REMOVE AND REINSTALL EXISTING SUSPENDED CEILINGS WHERE REQUIRED. 2. CONSTRUCT COLUMN ENCLOSURE WITH 2X4 STUDS & 5/8” GYPSUM BOARD. 3. ALIGN NEW WALLS WITH EXISTING WALLS, CORNERS OR EDGES OF WINDOWS. 4. FURR OUT WALL TO ALIGN WITH EXTERIOR WALL JOG. 5. PROVIDE PAINTED WOOD SILL & SILL APRON AT EXISTING WINDOWS. 6. MODIFY EXISTING HANDRAILS TO BE 2’-10” MINIMUM ABOVE STAIR NOSING. 7. INSTALL PLEXIGLASS SHIELD AT ALL BALLISTER LOCATIONS TO CREATE 3” MINIMUM OPENING AT GUARD RAILS. 8. ADD OR REPAIR RE-OPENING DEVICE AT ELEVATOR PER NAAB 28.6.3 AT ALL FLOORS. 9. REPLACE EXISTING PANIC HARDWARE WITH LOW PROFILE EXIT DEVICES. MODIFY OR REPLACE DOOR & FRAME AS REQUIRED. SCALE: 1/4" = 1'-0"D1 BASEMENT FLOOR PLAN 0 2'4'8' PARTITIONS/INFILL EXISTING TO REMAIN. FLOOR PLAN LEGEND NEW DOOR EXISTING DOOR WALL TYPEX1 LOCKABLE AS REQUIRED BY OWNER ALLOWED THIS SIDE OF DOOR PASSAGE AT ALL TIMES THIS SIDE OF DOOR MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:42 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrA-110 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE FIRST FLOOR PLAN D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved. F:\CAD\ArchiCAD\ArchiCAD Master Template\Sheet Notes (Text Files)\WP (EDIT YOUR NOTES HERE NOT ON CAD FILE OR PDF)\[A- 110]-1ST FLR Gen & Sheet Key Notes.rtf [NOTE: ALL GENERAL NOTES SHALL BE REVIEWED AND EDITED BY PROJECT ARCHITECT/PROJECT MANAGER PRIOR TO INSERTION INTO DRAWING. ALL NOTES NEED TO BE EDITED IN WORD DOCUMENT ONLY- DO NOT EDIT NOTES ON THE CAD DRAWING.] GENERAL SHEET NOTES 1. SEE A-101 FOR ADDITIONAL GENERAL SHEET NOTES. SHEET KEYNOTES 2. ENTER TEXT HERE A 2 534 61 B 4a 1'-6" 10'-0" V.I.F.4'-4"7'-6"7'-2"1'-0" 6'-7 1/2"10'-0"4 1/2"6'-4"4 1/2"13'-11"3'-2" 7 7 666 8 9 10 1 18 21 16 15 1211 17 2219 2121 1313 14 12 14 17 FEC 19 28 28 2727 29 30 313131 PHASE 1 WORK LIMIT DN UP UPDN DN MIN.ELEVATOR UP1 1 2 2 2 2 4 2 DAYCARE ROOM 115 663 SQ. FT. DTA OFFICE 113 165 SQ. FT. CONSORTIUM OFFICE 112 148 SQ. FT. LOBBY 101 182 SQ. FT. HALLWAY 103 155 SQ. FT. STAIRWELL 102 86 SQ. FT. ADVISING/COUNSELING OFFICE 104 71 SQ. FT. THE LITERACY PROJECT CLASSROOM 107 287 SQ. FT. HALLWAY 105 237 SQ. FT. THE LITERACY PROJECT OFFICE 106 257 SQ. FT. MEN'S RESTROOM 108 81 SQ. FT. JANITOR'S CLOSET 109 22 SQ. FT. RESTROOM WOMENS 110 47 SQ. FT. HALLWAY 114 104 SQ. FT. STAIRWELL 118 163 SQ. FT. MULTI USE 116 136 SQ. FT. FUTURE TOILET 117 54 SQ. FT. 5/8" GWB5/8" GWB 2X6 WOOD FRAMING @ 16" SPACING WITH ACOUSTICAL BATTS 2X4 WOOD FRAMING @ 16" SPACING WITH ACOUSTICAL BATTS 5/8" GWB 2X4 WOOD FRAMING @ 16" SPACING WITH ACOUSTICAL BATTS 5/8" GWB TYPE "X" 2X4 WOOD FRAMING @ 16" SPACING WITH ACOUSTICAL BATTS 5/8" GWB 2X4 FURRING AT CONCRETE WALL 1 1/2" RIGID INSULATION WALL TYPE 4WALL TYPE 3WALL TYPE 2WALL TYPE 1 INFILLNON RATEDNON RATED1 HOUR RATED WALL TYPE 5 SCALE: 1/4" = 1'-0"D1 FIRST FLOOR PLAN 0 2'4'8' WALL TYPES GENERAL WALL TYPE NOTES: 01. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL WALL FACES AT INTERIOR OF TOILET ROOMS. NEW PARTITIONS OR INFILL EXISTING TO REMAIN. WALL TYPEX1 FLOOR PLAN LEGEND LOCKABLE AS REQUIRED BY OWNER ALLOWED THIS SIDE OF DOOR PASSAGE AT ALL TIMES THIS SIDE OF DOOR NEW DOOR EXISTING DOOR MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:42 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrA-120 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE SECOND FLOOR PLAN D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved. F:\CAD\ArchiCAD\ArchiCAD Master Template\Sheet Notes (Text Files)\WP (EDIT YOUR NOTES HERE NOT ON CAD FILE OR PDF)\[A- 120]-2ND FLR Gen & Sheet Key Notes.rtf [NOTE: ALL GENERAL NOTES SHALL BE REVIEWED AND EDITED BY PROJECT ARCHITECT/PROJECT MANAGER PRIOR TO INSERTION INTO DRAWING. ALL NOTES NEED TO BE EDITED IN WORD DOCUMENT ONLY- DO NOT EDIT NOTES ON THE CAD DRAWING.] GENERAL SHEET NOTES 1. SEE A-101 FOR ADDITIONAL GENERAL SHEET NOTES. SHEET KEYNOTES 2. ENTER TEXT HERE 54 6 18"1'-2"4'-4"13'-5" +/-COORD. W/ PARTITION MFR. 1'- 3 "7'-4"2'-0"6'-2 23/32"10'-10 1/2" 6'- 0 1/ 2 "1'-6"45° 3 19 19 3 24 19 12 12 17 17 18 25 666 7 7 8 2626 14 14 VINYL BASE WOOD BASE DN ELEVATOR DN DN 1 2 2 2 2 3 DOOR LOCKABLE IF CONSTRUCTED UNDER 7TH ED. OF MASS BUILDING CODE ONLY OFFICE 216 75 SQ. FT. CNA CLASSROOM 214 293 SQ. FT. CNA CLASSROOM 213 291 SQ. FT. CNA CLASSROOM 212 314 SQ. FT. OFFICE 206 264 SQ. FT.OFFICE 207 144 SQ. FT. OFFICE 205 58 SQ. FT. HALL 204 269 SQ. FT. MEN'S RESTROOM 209 84 SQ. FT. WOMEN'S RESTROOM 210 56 SQ. FT. JANITOR'S CLOSET 211 33 SQ. FT. LOBBY 202 285 SQ. FT. HALL 203 127 SQ. FT. STAIR 201 127 SQ. FT. STAIR 217 162 SQ. FT. HALL 215 66 SQ. FT. OFFICE 208 99 SQ. FT.7'-0"7"6'-7"### OR TYPE 001 002 003 004 005 006 007 008 009 101 102 103 104 105 106 107 108 109 110 112 113 114 115 116 117 118 STAIR LOBBY HALL MENS RESTROOM WOMENS RESTROOM CLASSROOM CLASSROOM COMP CART STORAGE HALL LOBBY STAIRWELL HALLWAY OFFICE ADVISING/COUNSELING HALLWAY OFFICE THE LITERACY PROJECT CLASSROOM THE LITERACY PROJECT MEN'S RESTROOM JANITOR'S CLOSET WOMENS RESTROOM OFFICE CONSORTIUM OFFICE DTA HALLWAY DAYCARE ROOM MULTI USE FUTURE TOILET STAIRWELL VCT VCT VCT CT CT VCT VCT VCT VCT WOM ETR VCT ETR ETR ETR ETR ETR ETR PM CT VCT VCT VCT VCT VCT CT ETR VB VB VB CT CT VB VB VB VB VB ETR ME WD ETR ETR ETR PME WD ET ETR ETR VB VB PT PT WD PT WD CT ETR PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT ETR CT/PT PT PT PT PT PT PT ETR PM PT ACT ACT MR ACT MR ACT ACT ACT ACT ACT ETR PT PM ETR PT PT PT PT PT ETR PT ACT ACT ACT ACT ACT MR ACT ETR EXISTING STAIR TREADS AND RISER FINISH TO REMAIN PM CT WAINSCOTE AT WALLS ROOM NO.ROOM NAME ROOM FLOOR - BASE - WALL - CEILING - NOTES -201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 STAIR LOBBY HALL HALL OFFICE OFFICE OFFICE OFFICE MEN'S RESTROOM WOMEN'S RESTROOM JANITOR'S CLOSET CLASSROOM CNA CLASSROOM CNA CLASSROOM CNA HALL OFFICE STAIR VCT CARPET CARPET ETR ETR ETR CARPET VCT CP CT CP CT ETR VCT VCT VCT VCT ETR ETR PT WD PT WD ETR ETR ETR ETR PM WD PT WD CP CT CP CT ETR PT WD PT WD PT WD PT WD ETR ETR PT PT PT PT PT PT PT PT CT/PT CT/PT ETR PT PT PT PT PT ETR PM ETR ACT PM PT PT PT PT PT PT ACT ACT ETR ACT ACT ACT ACT ETR ETR EXISTING STAIR TREADS AND RISER FINISH TO REMAIN INCLUDE CLOSET PM CT WAINSCOTE AT WALLS PM CT WAINSCOTE AT WALLS ROOM NO.ROOM NAME FLOOR BASE WALL CEILING NOTES SCALE: 1/4" = 1'-0"D1 SECOND FLOOR PLAN 0 2'4'8' FINISH SCHEDULE GENERAL NOTES: 01. CHANGES IN FLOOR FINISH OCCUR AT CENTERLINE OF DOOR UNLESS NOTED OTHERWISE 02. WALL PREP IS INCLUDED WITH PAINTING 03. ALL NEW FINISHES AND PAINTING LIMITED TO THE ROOMS DESIGNATED IN THE EXTENT OF WORK, UNLESS OTHERWISE NOTED 04. TRANSITION STRIPS SHOULD BE FLUSH WITH FLOORING 05. ALL PAINT TO BE SEMI-GLOSS 06. NEW DOORS TO BE CLEAR FINISH TO MATCH EXISTING WITH PAINTED HOLLOW METAL FRAMES 07. PAINT EXISTING DOORS AND FRAMES AT SIDES WHERE ADJACENT WALLS ARE PAINTED 08. SAND AND RESEAL EXISTING HANDRAILS WITH CLEAR FINISH FINISH ABBREVIATIONS: WOM = WALK-OFF MAT MR = MOISTURE RESISTANT ETR = EXISTING TO REMAIN ME = MATCH EXISTING VCT = VINYL TILE WD = WOOD VB = VINYL BASE PT = PAINT CT = CERAMIC TILE ATC = ACOUSTICAL TILE CEILING PM = PATCH AND MATCH CM = CUT AND MATCH PARTITIONS/INFILL EXISTING TO REMAIN. FLOOR PLAN LEGEND NEW DOOR EXISTING DOOR WALL TYPEX1 LOCKABLE AS REQUIRED BY OWNER ALLOWED THIS SIDE OF DOOR PASSAGE AT ALL TIMES THIS SIDE OF DOOR MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:42 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrA-701 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE BASEMENT CEILING PLAN D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved. 3 33 3 33 22 4 33 33 ELEVATOR STAIR 001 118 SQ. FT. RESTROOM WOMENS 005 49 SQ. FT. RESTROOM MENS 004 81 SQ. FT. STAIRWELL 010 142 SQ. FT. CLASSROOM 007 374 SQ. FT. CLASSROOM 006 570 SQ. FT. LOBBY 002 195 SQ. FT. HALL 003 60 SQ. FT. HALL 009 34 SQ. FT. COMP CART STORAGE 008 27 SQ. FT. ELEV MACHINE RM 012 48 SQ. FT. HALL 011 153 SQ. FT. MECH 014 260 SQ. FT. MECH 013 530 SQ. FT. MECH 015 54 SQ. FT. F:\CAD\ArchiCAD\ArchiCAD Master Template\Sheet Notes (Text Files)\WP (EDIT YOUR NOTES HERE NOT ON CAD FILE OR PDF)\[A-700] CeilingPlan Gen Sheet Notes.rtf [NOTE: ALL GENERAL NOTES SHALL BE REVIEWED AND EDITED BY PROJECT ARCHITECT/PROJECT MANAGER PRIOR TO INSERTION INTO DRAWING. ALL NOTES NEED TO BE EDITED IN WORD DOCUMENT ONLY- DO NOT EDIT NOTES IN THE CAD DRAWING.] GENERAL SHEET NOTES A. SEE DEMOLITION PLAN FOR LOCATIONS OF CEILINGS TO BE REMOVED. B. VERIFY IN FIELD CEILING HEIGHTS. ALL CEILING HEIGHTS TO MATCH EXISTING. C. LIGHTING LAYOUTS SHOWN ARE SUGGESTED LAYOUTS ONLY. CONTRACTOR TO COORDINATE EXISTING LIGHT FIXTURES, LIGHT FIXTURE SPACING, ETC. TO PROVIDE ADEQUATE ILLUMINATION OF SPACES. PROVIDE NEW LIGHTING FIXTURES AS REQUIRED. D. FIRESTOP PENETRATIONS THROUGH EXISTING GWB CEILING. SHEET KEYNOTES 1. SEE DEMOLITION PLAN FOR LOCATIONS OF CEILINGS TO BE REMOVED. 2. SEE NOTE 1 ON SHEET A-100 FOR GYPSUM BOARD AT CEILINGS OF FIRE RATED SPACES. 3. PROVIDE ½” TYPE”X” GYPSUM BOARD AT UNDERSIDE OF ALL WOOD FRAMED AREAS TO RELIEVE NEW SUSPENDED CEILINGS. (NOT REQUIRED IF SPACES ABOVE CEILINGS ARE SPRINKLED) 4. CUT, PATCH, AND MODIFY EXISTING CEILING TO REMAIN TO ACCOMMODATE NEW CONSTRUCTION. 5. MOVEABLE PARTITION CEILING TRACK. COORDIATE REQUIREMENTS WITH PARTITON MANUFACTURER. SCALE: 1/4" = 1'-0"D1 BASEMENT REFLECTED CEILING PLAN 0 2'4'8' PARTITIONS/INFILL EXISTING FRAMING/WALLS SOFFIT LOCATION CABINET SOFFIT HGT. IS __ IN. BELOW CEILING UNLESS NOTED OTHERWISE CEILING LEGEND MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:42 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrA-710 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE FIRST FLOOR CEILING PLAN D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved. 33 33 33 33 22 4 ELEVATOR DAYCARE ROOM 115 712 SQ. FT. CONSORTIUM OFFICE 113 165 SQ. FT. DTA OFFICE 112 150 SQ. FT. LOBBY 101 182 SQ. FT. HALLWAY 103 155 SQ. FT. STAIRWELL 102 86 SQ. FT. ADVISING/COUNSELING OFFICE 104 71 SQ. FT. THE LITERACY PROJECT CLASSROOM 107 287 SQ. FT. HALLWAY 105 237 SQ. FT. THE LITERACY PROJECT OFFICE 106 257 SQ. FT. MEN'S RESTROOM 108 81 SQ. FT. JANITOR'S CLOSET 109 22 SQ. FT. RESTROOM WOMENS 110 47 SQ. FT. HALLWAY 114 104 SQ. FT. STAIRWELL 118 163 SQ. FT. MULTI USE 116 89 SQ. FT. F:\CAD\ArchiCAD\ArchiCAD Master Template\Sheet Notes (Text Files)\WP (EDIT YOUR NOTES HERE NOT ON CAD FILE OR PDF)\[A-710]-1ST FLR CeilingPlan Gen & Sheet Key Notes.rtf [NOTE: ALL GENERAL NOTES SHALL BE REVIEWED AND EDITED BY PROJECT ARCHITECT/PROJECT MANAGER PRIOR TO INSERTION INTO DRAWING. ALL NOTES NEED TO BE EDITED IN WORD DOCUMENT ONLY- DO NOT EDIT NOTES ON THE CAD DRAWING.] GENERAL SHEET NOTES A. SEE A-701 FOR ADDITIONAL GENERAL SHEET NOTES. SHEET KEYNOTES 1. SEE A-701 FOR ADDITIONAL SHEET KEYNOTES SCALE: 1/4" = 1'-0"D1 FIRST FLOOR REFLECTED CEILING PLAN 0 2'4'8' PARTITIONS/INFILL EXISTING FRAMING/WALLS SOFFIT LOCATION CABINET SOFFIT HGT. IS __ IN. BELOW CEILING UNLESS NOTED OTHERWISE CEILING LEGEND MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 2/10/2009 12:42 PM V:\20859 - James House Renovations\Existing Conditions\20859a.pln 2/9/2009 kevinrA-720 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:*** DATE OF ISSUE ***KD 20859a.pln 20859 JM SHEET TITLE SECOND FLOOR CEILING PLAN D I E T Z & C O Architects INCORPORATED 17 HAMPDEN ST SPRINGFIELD, MA 01103 (413) 733-6798 CITY OF NORTHAMPTONJAMES HOUSERENOVATIONS42 GOTHIC STREET, NORTHAMPTON, MA, 01060-3199© Copyright 2008 By Dietz & Co. Architects, Inc. All Rights Reserved. 33 33 33 33 33 33 33 5 4 4 ELEVATOR OFFICE 216 75 SQ. FT. CNA CLASSROOM 214 293 SQ. FT. CNA CLASSROOM 213 290 SQ. FT. CNA CLASSROOM 212 311 SQ. FT. OFFICE 206 264 SQ. FT.OFFICE 207 144 SQ. FT. OFFICE 205 58 SQ. FT. HALL 204 269 SQ. FT. MEN'S RESTROOM 209 84 SQ. FT. WOMEN'S RESTROOM 210 56 SQ. FT. JANITOR'S CLOSET 211 33 SQ. FT. LOBBY 202 309 SQ. FT. HALL 203 127 SQ. FT. STAIR 201 127 SQ. FT. STAIR 217 162 SQ. FT. HALL 215 66 SQ. FT. OFFICE 208 99 SQ. FT. F:\CAD\ArchiCAD\ArchiCAD Master Template\Sheet Notes (Text Files)\WP (EDIT YOUR NOTES HERE NOT ON CAD FILE OR PDF)\[A-720]-2ND FLR CeilingPlan Gen & Sheet Key Notes.rtf [NOTE: ALL GENERAL NOTES SHALL BE REVIEWED AND EDITED BY PROJECT ARCHITECT/PROJECT MANAGER PRIOR TO INSERTION INTO DRAWING. ALL NOTES NEED TO BE EDITED IN WORD DOCUMENT ONLY- DO NOT EDIT NOTES ON THE CAD DRAWING.] GENERAL SHEET NOTES A. SEE A-701 FOR ADDITIONAL GENERAL SHEET NOTES. SHEET KEYNOTES 1. SEE A-701 FOR ADDITIONAL SHEET KEYNOTES. SCALE: 1/4" = 1'-0"D1 SECOND FLOOR REFLECTED CEILING PLAN 0 2'4'8' PARTITIONS/INFILL EXISTING FRAMING/WALLS SOFFIT LOCATION CABINET SOFFIT HGT. IS __ IN. BELOW CEILING UNLESS NOTED OTHERWISE CEILING LEGEND