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Proposed Addition - Architectural Drawings-39 Russell St - Plans - 39 RUSSELL STREET 1/25/2021
PROPOSED ALTERATIONS TO: SCOPE: INDEX: o 0 39 Russell St CONSTRUCT NEW IN-LAW SINGLE STORY SUITE AT REAR CORNER OF EXISTING SINGLE FAMILY DWELLING PER PLANS. Al Of 11-COVER SHEET North Andover, Massachusetts A2 of 11-GENERAL NOTES A3 of 11-GENERAL CONDITIONS DESIGNED BY: A4 of 11-EXISTING FLOOR PLANS A5 of 11-EXISTING ELEVATIONS N N N N N N N N N I.S.HERNANDEZ DESIGN SERVICES, INC. A6 of 11-PROPOSED FOUNDATION PLAN w.w w w w w w w y y y y y y y y w 111 BAKER STREET A7 of 11-PROPOSED FIRST FLOOR PLAN w w w w w w w w w WEST ROXBURY,MA 02132 ZONING ANALYSIS: A8 of 11-PROPOSED ROOF PLAN AND FRONT ELEVATION .of of TEL 617-323-8527 DIMENSIONAL TABLE-RES 4 ZONE A9 of 9-PROPOSED ELEVATIONS z Front yard set back 30' y o w Right side setback 15' _ z Left side setback 20' 4 r Rear setback 30' Max.building height 35' 0 Max.Floor area ratio.:N/A o I LU w O U a N N N N U LU ABBREVIATIONS MATERIALS LEGEND C/) AB Anchor Bolt DW Dishwasher JT Joint RFL Reflected Gravel or AC Acoustical DWG Drawing KIT Kitchen RH Right Hand Earth LLI Crushed Rock N A/C Air Conditioning DWR Drawer KO Knockout RL Rail Q' > ACT Acoustical Tile E East LDR Ladder RM Room O) O O ADJ Adjacent/Adjustable EA Each LAM Laminate RO Rough Opening ® Brick ® Metal M-o () AFF Above Finish Floor EF Each Face LAUND Laundry ROW Right ofWiey O AL Aluminum EL Elevation LAV Lavatory RR Restroom Q AS PH Asphalt ELEC Electrical LBL Label RWD Redwood Concrete ® Plywood Q AUTO Automatic EWC Electric Water Cooler LH Left Hand S South O BDRM Bedroom ELEV Elevator LIV RM Living Room SC Solid Core ® Z BD Board EMERG Emergency LOC Locate/Location SCH Schedule Concrete Block Ceramic Tile BEL Below ENCL Enclose/Enclosure M Master SCN Screen BET Between EQ Equal MAS Masonry SEC Section Gypsum Board Water Proofing BIT Bituminous EQP Equipment MAX Maximum SERV Service BLK Block ESC Escalator MECH Mechanical S4S Sanded Four Sides BLDG Building EX Existing MED Medium SHR Shower Gypsum Sheathing Wood Blocking BLKG Blocking EXH Exhaust METL Metal SHT Sheet BM Beam EXT Exterior MFR Manufacturer SIM Similar BOT Bottom FD Floor Drain MILWK Millwork SL Slide(ing) Insulation-Blanket or Batt Rough Frame BRG Bearing FIN Finish MIN Minimum SOFT Soffit BR Z Bronze FFCE Finish Face MIR Mirror SPEC Specification BRK Brick FF Finish Floor MISC Miscellaneous SPK Speaker Insulation Rigid Wood Finished BSMT Basement FFE Finished Floor Elevation MILD Molding SQ Square BVL Bevel FHS Fire hose Station MOD Modular S&R Shelfand Rod CAB Cabinet FIXGL Fixed Glass MTL Material SS Service SinkCE Cement FLR Floor CER Ceamc FLUR Fluorescent NULL Nortlhn STLD Steel GENERAL NOTES U CI Cast Iron FND Foundation NO or# Number STIRStructure(al) Z CIR Circle FOC Face of Concrete NIC Not in Contract SUSP Suspended 1.ALL WORK PERFORMED PER THESE DRAWINGS MUST CONFORM WITH THE LATEST EDITION OF THE STATE BUILDING CJ Control Joint FOM Face of Masonry NOM Nominal SYM Symmetrical CODE,LOCAL ORDINANCES,AND THE ADA.LOCAL BUILDING INSPECTOR TO HAVE JURISDICTION.THE CONTRACTORS 0 CK Check FOS Face ofStuds NTS Not to Scale SYN Synthetic SHALL BE FULLY FAMILIAR WITH APPROPRIATE DOCUMENTS.CONTRACTORS SHALL REVIEW CONTRACT DOCUMENTS 4) CLG Ceiling FPL Fireplace OC On Center SYS System AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IN WRITING BEFORE STARTING WORK. CLK Caulk FIR Frame OD Outside Diameter T Tread 2.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS OF EXISTING WORK IN FIELD BEFORE CLOS Closet FTG Footing OH Overhead TEL Telephone STARTING WORK.THE CONTRACTOR SHALL COORDINATE ALL DISCREPANCIES WTH THIS WORK AND NOTIFY THE ,� O CLR Clear FURR Furred/Furring OPG Opening TEMP Tempered ARCHITECT IN WRITING OF ANY DISCREPANCIES.WORK INCLUDES COORDINATION WITH EXISTING CONDITIONS. N U CLS Close/Closure GA Gauge OPP Opposite T&G Tongue and Groove 3.CONTRACTOR SHALL COORDINATE ALL THE WORK.ALL COORDINATION REQUIRED BY FIELD CONDITIONS,CLARIFICATION y M CMU Concrete Masonry Unit GB Grab bar PAR Parallel THK Thick(ness) BY THE ARCHITECT/ENGINEER OR CHANGE TO THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.CONTRACTOR N V CNTR Counter GC General Contractor PED Pedestrian THR Threshold IS RESPONSIBLE FOR INFORMING ALL INSPECTING AND APPROVAL OFFICIALS OF RELEVANT CLARIFICATION OR CHANGES N O C.O. Cleanout GFI Ground Fault Interrupter PERI Perimeter THRU Through TO THE WORK. 2-' r COL Column GFIC Ground Fault Interrupter PFB Prefabricate TRTMT Treatment 4.DO NOT SCALE DRAWINGS.CONTRACTOR SHALL REVIEW DOCUMENTS AND IDENTIFY IN WRITING TO THE ARCHITECT/ N. N CO NC Concrete Circuit PKT Pocket TV Television N 00 ENGINEER ADDITIONAL DIMENSIONS OR CLARIFICATIONS REQUIRED BEFORE STARTING WORK. C CONST Construction GI Galvanized Iron PL Plate TYP Typical � ` 07 pj 5.MECHANICAL,ELECTRICAL,PLUMBING,AND FIRE PROTECTION SYMBOLS REFLECT EXISTING AND DESIRED LOCATIONS CC a CO Continuous GLS Glass PLAS Plastic UNF Utility ed 6.REPAIR AND FINISH ALL EXISTING SURFACES AS REQUIRED BY NEW CONSTRUCTION FOR REMOVAL OF EXISTING E N y ro CPT Contractor GYP Gypsum PLAST Plaster UTIL Utility PARTITIONS AS SHOWJ. CPT Carpet GYP BD Gypsum Board PNL Panel V Volts Q� N 7.PROVIDE FIRE RATED WOOD BLOCKING,AS REQUIRED BY CODE. y O m r CS Counter Sink HB Hose Bib PT Paint VAT Vinyl Asbestos Tile VI f0 CS MT Casement HBD Hardboard PTN Point VERT Vertical B.THESE DRAWINGS SHOW DESIGN INTENT ONLY.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF = R THE CONTRACTOR.REQUESTS FOR CLARIFICATION OF THE DESIGN INTENT SHALL BE MADE IN WRITING TO THE CT Ceramic Tile HC Hollow Core PVC Polyvinyl Chloride VTR Vent Thru Roof ARCHITECT ENGINEER. N m � J CTR Ceer HDR Header PWD Plywood VNV Vent Thru Wall / nt N W D Drain HDW Hardware QT Quarry Tile VNR Veneer ~ DBL Double HM Hollow Metal R Riser W Welded Wre Fabric DEM Demolish HOR Horizontal RA Return Air W/ with DH Double Hung HT Height RAID Radius WfWF West DIA Diameter HT'G Heating RAG Return Air Grille WC Water Closet - DIAG Diagonal HVAC Heating,Ventilation,Air RAFT Rafter WD Wood = DIM Dimension Conditioning REF Reference W/o Washer/Dryer DIN RM Dining Room HWD Hardwood REFR Refrigerator WG Wre Glass DISP Garbage Disposal ID Inside Diameter REM Remove WH Water Heater DN Down INCL Include REQD Required WU Wall Hung DP Dam Proof INSUL Insulation RET Return WM Wre Mesh DR Door INT Interior REV Revise/Revision WSCT Wainscot DTL Detail JST Joist RFG Roofing GENERAL WALLS AND THE UNDERSIDE OF STAIRS AND PROVIDE AN 2 CEILINGS IN BASEMENTS WITHOUT HABITABLE SPACE MAY SMOKE&CARBON MONOXIDE 0 R ry�v�m �VC /"�L INSULATED DOOR AT THE BOTTOM OF BASEMENT STAIRS. PROJECT TO WITHIN 6 FEET 8 INCHES OF THE FINISHED p o 5.AN INSULATED DOOR SHALL BE PROVIDED AT THE TOP OF FLOOR EXCEPT THAT BEAMS,GIRDERS,DUCTS AND OTHER 1. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS ARE 1. TH E GOVERNING BUILDING CODE FOR THE DESIGN AND UN FINISHED BASEMENT STAIRS OR INSULATE THE WALLS OBSTRUCTIONS MAY PROJECT TO WITHIN 6 FEET 4 INCHES ACCEPTABLE PROVIDED SAID ALARMS HAVE SIMILAR GO ICE CONSTRUCTION IS THE MASSACHUSETTS STATE BUILDING AND THE UNDERSIDE OF STAIRS AND PROVIDE AN INSULATED OF THE FIN ISHED FLOOR. AND TONE ALARMS THAT CLEARLY DISTINGUISH BETWEEN CODE FOR &2 FAMILY DWELLINGS(]TH EDITION) DOOR AT THE BOTTOM TO PASS THROUGH. 3.NOT MORE THAN 50%OF THE REQUIRED FLOOR AREA OF THE TWO TYPES OF EMERGENCIES.IF COMBINATION ALARMS 2. AR CHITECTURAL DRAWINGS SHALL BE USED IN EMERGENCY ESCAPE AND RESCUE ROOM IS PERMITTED TO HAVE A SLOPED CEILING LESS THAN ARE TO BE USED THAN ALL REQUIRED CRITERIA FOR SMOKE CONJUNCTION WITH STRUCTURAL,MECHANICAL, SEVEN FEET IN HEIGHT WITH NO PORTION OF THE REQUIRED AND CARBON MONOXIDE DETECTORS NEED TO BE MET. ELECTRICAL,AND SHOP DRAWINGS OPENINGS FLOOR AREA LESS THAN S FEET IN HEIGHT. 2.FIRE DEPARTMENTS ARE REQUIRED TO INSPECT,UPON SALE 3.THE CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND 4.EL E ACTIONS SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 OR TRANSFER,ALL DWELLING UNITS FOR REQUIRED SMOKE NOTIFY ARCHITECT OF ANY DISCREPANCIES AMBIGUITIES 1. WINDOW SIZES SHOWN ON THE DRAWINGS ARE BASE FEET 8 INCHES OVER THE FIXTURE AND AT THE FRONT AND CARBON MONOXIDE DETECTORS. N N N N N N N N N OR ILL CONS ISTENCIES PRIOR TO PROCEEDING WITH THE GENERICALLY ON PELLA AND THE OWNER OR(GENERAL CLEARANCE AREA FOR THE FIXTURES.A SHOWER OR TUB 3. CONSUMERS SHALL CHECK WITH LOCAL BUILDING AND/OR w w w w w w w w w WORK.THE CONTRACTOR SHALL ALSO NOTIFY THE CONTRACTOR WHERE APPLICABLE)SHALL CHOOSE THE WITH A SHOWERHEAD SHALL HAVE A MINIMUM CEILING FIRE OFFICIALS FOR ACCEPTED ALARM TYPES AND ARCHITECT,PRIOR TO PROCEEDING WITH THE WORK IF ANY FINAL MANUFACTURER WINDOW SIZES SHALL BE VERIFIED BY HEIGHT OF 6 FEET 8 INCHES ABOVE A MINIMUM 30"X60" LOCATIONS FOR PROPER INSTALLATION IN ACCORDANCE »>>»»> CONSTRUCTION NEEDS TO BE ADJUSTED DUE TO FIELD THE GENERAL CONTRACTOR PRIOR TO ORDERING ROUGH AREAAT THE SHOWERHEAD. WITH ALL APPLICABLE CODES AND REGULATIONS. CONDITIONS. OPENING SIZES SHALL BE PROVIDED BY THE 2.EVERY DWELLING SHALL HAVE AT LEAST ONE HABITABLE 4.AN ASSUMPTION HAS BEEN MADE THAT THE ELEVATION MANUFACTURER. ROOM WITH GROSS FLOOR AREA OF AT LEAST 150 SQUARE SMOKE ALAR MS/DETECTORS DIFFERENCE BETWEEN THE GA RAGE SLAB AND THE FIRST 2.BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING FEET. FLOORIS24".THE GENERAL CONTRACTOR SHALL NOTIFY ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY 1. ALL ONE AND TWO FAMILY DWELLINGS SHALL BE EQUIPPED 3. OTHER HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF WITH A HOUSEHOLD FIRE WARNING SYSTEM.ALL DEVICES 2 o w THE ARCHITECT IF THIS IS INCONSISTENT WITH THE SITE ESCAPE AND RESCUE OPENING.WHERE BASEMENTS NOT LESS THAN 10 SQUARE FEET EXCEPT KITCHEN. SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH N CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. CONTAIN MORE THAN ONE SLEEPING ROOM,EACH SHALL 4 HABITABLE ROOMS SHALL NOT BE LESS THAN 7FEET OR ALL APPLICABLE CODES,MANUFACTURERS,INSTRUCTIONS O 5. ALL FLASHING IN CONTACT WITH PRESSURE TREATED HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING BUT FURRED CEILING MEASURING LESS THAN]FEET SHALL NOT AND LISTING CRITERIA. LUMBER SHALL BE CORROSION RESISTANT. ADJOINING AERAS SHALL NOT REQUIRE ONE EMERGENCY BE CONSIDERED AS CONTRIBUTING TO THE MINIMUM 2. SMOKE DETECTORS ARE REQUIRED TO BE PERMANENTLY Q 6. ALLDU CTWORK AND HOT WATER PIPING SHALL BE ESCAPE AND RESCUE OPENINGS SHALL MEET THE REQUIRED HABITABLE AREA FOR THAT ROOM. WIRED TO AN AC PRIMARY POWER SOURCE AND SHALL HAVE T E INSULATED AND WILL BE PROVIDED O VAPOR PREVENARRIERFOR FOLLOWING HEIGHT SHALL ROOFING AND SIDING SECONDARY(STANDBY)POWER. CO DUCTWORKCONDENSATION WILL BE PROVIDED TO PREVENT A.SILL HEIGHT SHALL NOT BE MORE THAN 44"ABOVE THE 3. WHERE MO RE THAN ONE SMOKE DETECTOR IS REQUIRED, 0 CONDENSATION. FLOOR. 1. PROVIDE CONTINUOUS 3'-0"WIDE FIBERGLASS REINFORCED, ALL REQUIRED DETECTORS SHALL BE INSTALLED SO THAT 1. ALLCHIMN EYSTO BE CONSTRUCTED SO THETOP OFTHE B.WHERE A DOOR HAVING A THRESHOLD BELOWTHE BITUTHENE,ICE AND WATER SHIELD AT ALL ROOF EDGES THE ACTIVATION OF ANY DETECTOR SHALL CAUSE THE FILE IS 2'-0"ABOVE ANY ROOFWALL WITHIN 10'-0" ADJACENT GROUND ELEVATION IS USED AS AN CENTERED ON ALL VALLEYS AND AT ROOF WALL ALARM IN ALL REQUIRED SMOKE DETECTORS IN THE 8. PRO VIDE CONTINUOUS PITCH BREAK VENTS AT ALL EMERGENCY ESCAPE AND RESCUE OPENING AND IS INTERSECTIONS CARRIED 1'-0"UP THE WALL/RAFTER TO DWELLING UNIT TO SOUND(MIN 850BAAT10FEET,750BA 01 N ROOFWALL INTERSECTIONS WHERE SOFFIT VENTS ARE PROVIDED WITH A BULKHEAD ENCLOSURE,THE BULKHEAD MANUFACTURER'S INSTALLATION INSTRUCTIONS. IN BEDROOMS). O INSTALLED. SHALL PROVIDE DIRECT ACCESS TO THE BASEMENT AND 2.PROVIDE ALUMINUM STEP FLASHING AT ROOFMALL AND 4. SMOKE DETECTORS SHALL BE PROVIDED IN THE FOLLOWING a DIMENSIONS MEN THE BULKHEAD IS FULLY OPENED ITSHALL RooF/cHIMNEVINTERSEcnolvs. LOCATIONS PROVIDE THE MINIMUM NET CLEAR OPENING OF S] 3.PROVIDE ALUMINUM FLASHING OVER ALL WINDOWAND DOOR A.IN THE IMMEDIATE VICINITY OF BEDROOMS 1. DIMENSIONING STANDARDS WITHIN THE DOCUMENTS AREAS SQUARE FEET. HEAD TRIM AND AT THE CONNECTION BETWEEN ALL w FOLLOWS UNLESS OTHERWISE NOTED. EXTERIOR WALLS AND EXTERIOR DECKS. B.IN ALL BEDROOMS O a N N A.DIMENSIONSTO THE EXTERIOR WALLSARE FROM C.EMERGENCY ESCAPEAND RESCUE OPENINGSWITH ASILL 4 PROVIDE CONTINUOUS SOFFIT VENTS OR CONTINUOUS C.IN EACH STORY OFADWELLING UNIT(INCLUDING OUTSIDE FACE OF STUD OR CONCRETE WALL SHAELE L BE PROVIDED WITH A CENT GROUND ELEVATION VENTED DRIP EDGE AT ALL SOFFIT OVERHANGS. BASEMENTS&CELLARS)FOR EACH 1200 SQUARE FEET SHALL BE PROVIDED WITH A WINDOW WELL WITH A . B.DIMENSIONING AT WINDOWS AND EXTERIOR DOORS MINIMUM HORIZONTAL AREA OF9SQUARE FEET AND 5.PROVIDE 15"FELT UNDER ALL ROOF SHINGLES OR PART THEREOF w REPRESENTS A DIMENSION TO THE CENTER OF THAT MINIMUM HORIZONTAL PROJECTION OF 36 INCHES THE 6.PROVIDE CONTINUOUS RIDGE VENTS(UNLESS SPECIFIED AS D.NEAR THE BASE OF ALL STAIRS WHERE SUCH STAIRS N W OPENING FROM THE CENTER OF ANOTHER OPENING OR OTHERWISE).SEE BUILDING ELEVATION FOR EXTENT. LEAD TO ANOTHER OCCUPIED FLOOR. WINDOWESS OPENING TO EMERGENCY ESCAPE O THE OUTSIDE FACE OFASTUD OR CONCRETE WALL. AND EGRESS OPENING TO BE FULLY OPENED. 7 ALL GUTTERS AND DOWNSPOUTS TO BE PREFINISHED 5. PHOTO ELECTRIC SMOKE DETECTORS ARE REQUIRED IF L ALUMINUM.COLOR TO BE SELECTED BY OWNER. _ U C.DI INTERIOR S ON TO THE MING DDLE F UD THE STUD REPRESENTS D.ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL MEN LOCATED WITHIN 10 SLEEPIEET OFNG A KITCHEN OR BATHROOM OM. N z DIMENSION TO THE MIDDLE OF THE STUD(UNLESS HAVE A MINIMUM NET CLEAR OPENING OF S]SQUARE LGHT/VENTLATON AND INSULATION 6.WHEN ONE OR MORE SLEEPING Rooms ARE ADDED OR INTERIOR WALL IS ALSO AN EXTERIOR WALL,THEN FEET. . CREATED TO AN EXISTING DWELLING,THE ENTIRE BUILDING N DIMENSION IS TO FACE OF STUD). 1 ALL HABITABLE ROOM SHALL BE PROVIDED WITH SHALL BE PROVIDED WITH SMOKE DETECTORS DESIGNED inQ ry EXCEPTIONS. AGGREGATE GLAZING OF NOT LESS THAN 8%OF THE FLOOR AND LOCATED AS REQU IRED FOR NEW DWELLINGS. N _ LL 2. IN T ERIOR DIMENSIONING AT STAIRS REPRESENTS 1. GRADE FLOOR OPENINGS SHALL HAVEAMINIMUM NET AREA OF SUCH ROOMS.NATURAL VENTILATION SHALL BE w DIMENSION TO THE FINISHED FACE OF THE STAIR. CLEAR FLOOROPENIN OPENINGS F 5 SQUARE FEET. THROUGH DOORS,WINDOWS,LOUVERS OR OTHER CARBON MONOXIDE Q' 3. DIMENSION/LOCATIONS OF WALLS ENCLOSING TUB/SHOWER 2 DOUBLE HUNG WINDOWS USED FOR EMERGENCY ESCAPE APPROVED OPENINGS TO THE OUTDOOR AIR THE MIN IMUM ALARMS/DETECTORS F) 0 UNITS,PRE-MANU CAPTURED FIREPLACES AND ALL OTHER OPERABLE AREA TO THE OUTDOORS SHALL BE 4%OF THE M-O L/L�i BUILT-INS,MUST BE CONFIRMED WITH THE FIXTURE SHALL BE PERMITTED TO HAVE A NET CLEAR OPENING OF 33 FLOOR AREA BEING VENTILATED. = V SQUARE FEET PROVIDED THAT AT LEAST ONE OPERABLE 1. WITHALL ONE HOUSEHAND OLD D CARBMILYON N MONOXIDE SHALL BE EQUIPPED Q MANUFACTURER FOR THE REQUIRED R0.AND ATTACHMENT. EXCEPTIONS. WITH A HOUSEHOLD CARBON MONOXIDE WARNING SYSTEM. 4.THE ARCH DEPICTING T BUILDING HEIGHT DRAWL GS ARE OF SASH MEETS THE MINIMUM HEIGHT AND WIDTH L REQUIREMENTS AND OPERATIONAL CONSTRAINTS. 1. THE GLAZED AREAS NEED NOT BE OPERABLE WHEN THE ALL DEVICES SHALL BE INSTALLED AND MAINTAINED IN � THE ARCHITECTURAL AND STRUCTURAL DRAWINGS ARE FOR (V E.THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 OPENING IS NOT REQUIRED TO BE AN EMERGENCY ESCAPE ACCORDANCE WITH ALL APPLICABLE CODES, O THE BUILDINGLBNGANDB EIGHTGCOMPON IS FRTS OM THE THE AN D RESCUES OPENING AND AN APPROVED MECHANICAL MANUFACTURERS INSTRUCTIONS AND LISTING CRITERIA. Z Q OVERALL BUILDING HEIGHT DEPICTED IS FROM THE 1ST INCHES. VENTILATION SYSTEM IS PROVIDED AND CAPABLE OF 2.CARBON MONOXIDE DETECTORS SHALL BE LOCATED ON FLOOR DECK.THE GENERAL CONTRACTOR IS RESPONSIBLE F.THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 PRODUCING 035 AIR EXCHANGE PER HOUR IN THE ROOM OR EVERY LEVEL OF THE DWELLING UNIT INCLUDING FOR COORDINATING AND ESTABLISHING THE GRADE INCHES. A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS BASEMENTS AND CELLARS(BUT NOT INCLUDING CRAWL RELATIVE TO THE 1ST FLOOR,TO ENSURE COMPLIANCE WITH INSTALLED CAPABLE OF SUPPLYING OUTDOORS VENTILATION SPACES AD UNINHABITABLE ATTICS). ZONING AND BUILDING CODE HEIGHT REQUIREMENTS. G.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE WITHOUT THE USE OF AIR OF 15 CFM P ER OCCUPANT WITH 2 FOR THE FIRST 3. ALL ALARM-SOUNDING APPLIANCES SHALL HAVE A MINIMUM 5. ALL DIMENSIONS FROM EXISTING SURFACES ARE FROM FACE OF EXISTING SURFACE KEYS OR TOOLS. BEDROOM AND ONE FOR EVERY ADDITIONAL BEDROOM. RATING OF DBA AT 10 FEET. . REAS 6. CLOSET DOORS THAT ARE NOT DIMENSIONED ARE 2.THE LAZEDABOVE EPTIO BE PROVIDED IN ROOMS HEAT DETECTORS TYPICALLY CENTERED WITHIN THE CLOSET. EGRESS INHERE THE ABOVE EXCEPTION IS METPRODUCINGA AND ARTIFICIAL LIGHT IS PROVIDED AND CAPABLE OF PRODUCING AN 1. HEAT DETECTORS SHALL BE INSTALLED IN ANY INTEGRAL OR ]. ALL OTHER DOORS THAT ARE NOT DIMENSIONED ARE 1. STAIRWAYS,RAMPS,EXTERIOR EXIT BALCONIES,HALLWAYS AVERAGE ILLUMINATION OF 6FQOT-CANDLES OVER THE ATTACHED GARAGE TO THE MAIN HOUSE. TYPICALLY 4"T06"(DEPENDING ON THE FINISH CASING AND DOORS SHALL MEET ALL MINIMUM EGRESS AREA OF THE ROOM AT A HEIGHT OF 30". 2.A NEWADDITION ATTACHED GARAGE TO AN EXISTING WIDTH). REQUIREMENTS. 2. ALL BATHROOMS,WATER CLOSET COMPARTMENTS AND DWELLING INSTALLED IN ACCORDANCE WITH ALL 8. DIMENSIONS LOCATING CASED OPENINGS ARE TYPICALLY 2.ALL REQUIRED EXITS SHALL BE POSITIVELY ANCHORED TO OTHER SIM ILAR ROOMS SHALL BE PROVIDED WITH APPLICABLE CRITERIA.IF THE EXISTING DWELLING CONTAINS DI HENSIONED TO THE CENTER OF THAT OPENING.TYP. THE PRIMARY STRUCTURE TO RESIST BOTHER VERTICAL AND AGGREGATE GLAZING AREA OF NOT LESS THAN 3 SQUARE A FIRE DETECTION SYSTEM THAT IS COMPATIBLE WITH THE STAIRWAYS/BALCONIES LATERAL FORCES. FEET,OF WHICH MUST BE OPERABLE. GARAGE HEAT DETECTOR THAT THE GARAGE HEAT 3.ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE EXCEPTION. DETECTOR SHALL BE INTERCONNECTED TO THE EXISTING 1. STAIRWAYS SHALL NOT BE LESS THAT 3'-0"IN CLEAR WIDTH WALLS,UNDER STAIR SURFACE AND ANY SOFFITS THE GLAZED AREA SHALL NOT BE REQUIRED WHERE DWELLING FORE DETECTION SYSTEM.IF THE DETECTOR IS AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT PROTECTED ON THE ENCLOSED SIDE WITH GYPSUM BOARD. ARTIFICIAL LIGHT AND MECHANICAL VENTILATION SYSTEM NOT COMPATIBLE THAN THE DETECTOR SHALL BE Z AND BE HEIGHT TSHALL REQUIRED HEADROOM ADROOM HEIGHT MAXIMUM 4.HALLWAYS SHALL BEAMINIMUM OF FOOT CLEAR. ARE PROVIDED.VENTILATION AIR FROM THE SPACE SHALL CONNECTEDTOASGUNDER ORA COMPATIBLE HEAT BE WITH NO SHALL T TO TREADWINDER TREADS 5.EGRESS FROM DWELLING UNITS SHALL BE BV MEANS OF DETECTOR CONTAINING A SOUNDING DEVICE,LOCATED IN BE 9"WITH NOSING NOT TO EXCEED 1-1/2".WINDER TREADS TWO EXIT DOORS.THE MINIMUM NOMINAL WIDTH OF AT BE EXHAUSTED DIRECTLY TO THE OUTSIDE. THE DWELLING UNIT AND WITHIN 20 FEET OF THE NEAREST H SHALL HAVE A MINIMUM DEPTH EQUAL TO THE STRAIGHT RUN LEAST ONE OF THE REQUIRED EXIT DOORS SHALL BE NOT 3.EXHAUST FANS ARE NOT REQUIRED IN HALF-BATHROOMS DOOR THROUGH THE GARAGE. TREAD DEPTH AT A DISTANCE OF 12"FROM THE NARROWER LESS THAT 36"WITH A NOMINAL HEIGHT OF 6 FOOT 8 INCHES (TOILET AND SINK ONLY)PER 1&2 CAM ILA CODE.REFER TO 3. FOR FLAT-FINISHED GARAGE CEILINGS,THE DETECTOR V C SI DE WITH A MINIMUM TREAD DEPTH 3"AT ANY POINT. IN NOMINAL HEIGHT AND MAY BE SLIDING OR SIDE-HINGED. THE MASSACHUSETTS SANITARY AND FUEL GAS AND SHALL BE LOCATED ON OR NEAR THE CENTER OF THE C MINIMUM HEADROOM SHALL BE 6'-6 MEASURED VERTICALLY 6.EGRESS THROUGH AN ATTACHED GARAGE IS PERMITTED PLUMBING CODES FOR ANY ADDITIONAL REQUIREMENTS. GARAGE CEILING,FOR VAULTED/SLOPED CEILINGS,THE U FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR PROVIDED THAT THE ATTACHED GARAGE IS ALSO PROVIDED 4.ATTIC VENTILATION WITH A CEILING VAPOR BARRIER, DETECTOR SHALL BE PLACED IN THE APPROXIMATE CENTER N FROM THE FLOOR SURFACE OF A LANDING OR PLATFORM. WITH A32INCH EXIT DOOR. PROVIDE AT LEAST 1 SQUARE FOOT OF FREE AREA FOR EACH OF THE VAULTED SPACE. N cl) 2.HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF 300 SQUARE FEET OF CEILING AREA. 4.THE REQUIRED HEAT DETECTOR SHALL BE LISTED AND N U ]. REQUIRALL ED EXTERIORDOORS IN REQUIREXCESSED DTHETWO EACH CONTINUOUS RUN OF TREADS OR FLIGHT OF STAIRS REQUIRED EXIT DOORS ARE NOT REQUIRED TO COMPLY 5. ATTIC VENTILATION WITHOUT A CEILING VAPOR BARRIER, REQUIRED TO BE INTERCONNECTED TO ALL SMOKE N O WITH 3 OR MORE RISERS.MINIMUM HEIGHT SHALL NOT BE r LESS THAN 34"WITH A MAXIMUM NOT TO EXCEED 38". WITH THESE MINIMUM DIMENSIONS. PROVIDE AT LEAST SQUARE FOOT OF FREE AREA FOR EACH DETECTORS OF THE REQUIRED HOUSEHOLD FIRE ALARM 8.ALL INTERIOR DOORS PROVIDING ACCESS TO HABITABLE 150 SQUARE FEET OF CEILING AREA. SYSTEM SUCH THAT THE ACTIVATION OF THE HEAT N. N HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH 01 a 00 ROOMS SHALL HAVE ANOMINAL WIDTH OF 301NCHES AND 6.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A MOISTURE DETECTOR WILL ACTIVATE ALL OF THE AUDIBLE ALARMS OF OF FLIGHT. NO MINAL HEIGHT OF 6 INCHES EXCEPT BATHROOMS WHICH BARRIER AND PROPERLY INSULATE ALL WALLS AND CEILINGS TH E HOUSEHOLD FIRE ALARM SYSTEM THROUGHOUT THE (Q 2 M 3. GUARDRAILS,36 MINIMUM IN HEIGHT,SHALL BE INSTALLED IN ARE PERMITTED TO BE 24 INCHES IN NOMINAL WIDTH. TO AIR LEAKAGE INTO UNCONDITIONED SPACES. DWELLING. (A (A FLOOR,PORCH,AND/OR DEBALCONY AREARDRELS AN O g A FLOOR OR LANDING SHALL BE PROVIDED ON EACH SIDE OF T IFMECHANICAL,ELECTRICAL OR PLUMBING EQUIPMENT ISTOSPRINKLERS X L r ABOVEAFLOOR OR GRADE BELOW GUARDRAILS ON OPEN Q� 01 SIDES OF STAIRS,WITH ATOTAL RISE OF MORE THAN 30" AN EXTERIOR DOOR.THE WIDTH OF EACH LANDING SHALL BE PLACED IN ATTICS,EVES,OVERHANGS AND OTHER 1. ALL ONE AND TWO FAMILY DWELLINGS HAVING AN T t4 a m ABOVE A FLOOR OR GRADE BELOW SHALLBENOTLESS NOT BE LESS THAN THE DOOR SERVED AND HAVE A MINIMUM SIMILAR UNCONDITIONED,UN INSULATED SPACES,THE AGGREGATE AREA GREATER THAN 14,400 SQUARE FEET, 2 THAN 4 IN HEIGHT MEASURED VERTICALLY FROM THE DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF CONTRACTOR IS RESPONSIBLE TO PROVIDE A PROPER m J 3" INCLUDING BASEMENTS BUT NOT INCLUDING GARAGES ANDNOSIN VI TRAVEL. ENCLOSURE INSULATION DIRECT VENTILATION,ETC.TO BETWEEN N RAILOF TREADS BALTHEUSTERS ANDMAX FLOORS SHALL OPENING AVOID MOISTURE,CONDENSATION,FREEZE THAW ICE UNFINISHED SPRATTINKLERCS SYSTLL BEEM EQUIPPED ANDSHALL BAN BETWEEN RAILS,BALU STERS,AND FLOORS SHALL NOT MINIMUM ROOM REQUIREMENTS DAMMING,AND OTHER SIMILAR ISSUES. AUTOMATIC SPRINKLER SYSTEM AND SHALL BE INSTALLED IN C� EXCEED 5". ACCORDANCE WITH NPPA 13D EXCEPTION 1. HABITABLE ROOMS,HALLWAYS,CORRIDORS,BATHROOMS, PLUMBING TOILET ROOMS,LAUNDRY ROOMS AND BASEMENTS SHALL THE TRIANGULAR OPENINGS FORMED BY THE RISER HAVE A CEILING HEIGHT OF NOT LESS THAN]FEET 1. ALL SANITARY LINES WITHIN WALLS AND FLOORS ADJOINING TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE MEASURED FROM THE FINISH FLOOR TO THE LOWEST LIVING SPACES ARE TO BE SOUND INSULATED.OF A STAIRWAY MAY BE OF SUCH A SIZE THAT A 6 SPHERE PROJECTION FROM THE CEILING. 2. ALL PLUMBING WITHIN WALL OR FLOOR CAVITIES WHICH - A POOL PASS THROUGH.OPENINGS FOR REQUIRED EXCEPTIONS. BORDER UNCONDITIONED SPACES,ARE TO BE INSULATED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT AND ON THE WARM SIDE OF THE CAVITY INSULATION TO t 1. BEAMS AN GIRDERS SPACED NOT LESS THAN 4 FEET ON ALLOWA SPHERE 5-3/8 TO PASS THROUGH. AVOID FREEZING. CENTER MAY PROJECT NOT MORE THAN 6 INCHES BELOW 4.AN NSULATED DOOR SHALL BE PROVIDED AT THE TOP OF THE REQUIRED CEILING HEIGHT. `«.. THE UNFINISHED BASEMENT STAIRS OR INSULATE THE GENERAL CONDITIONS ONE SPECIMEN TESTED AT T DAYS,2 SPECIMEN TESTED AT 28 DAVS, IN THE BUILDING CODE WITHOUT WRITTEN APPROVAL FROM THE 6. CARE SHOULD BETAKEN TO ADJUST NAIL GUN PRESSURE SO AS NOT Q! ry" m ry AND ONE CEMENT.SEE NOTE 3 ABOVE. ENGINEER. TO OVERDRIVE NAILS INTO PLYWOOD.NAIL HEADS SHOULD BE FLUSH p o 12. ALL CONCRETE EXPOSED TO THE WEATHER OR POSSIBLE 16. AT WOOD POSTS LANDING ON FLOOR DECK,PROVIDE SOLID WITH PLYWOOD FACE.OVER DRILLING NAILS GREATLY REDUCES THE 1. ALL STRUCTURAL WORK SHALL CONFORM TO THE REQUIREMENTS OF FREEZE/THAW ACTION SHALL CONTAIN AN AIR ENTRAINMENT VERTICAL WOOD BLOCKING WITHIN DECK SANDWICH TO LINK UPPER EFFECTIVENESS OF THE SHEARWALL. TH E LATEST ADDITION OF THE MASSACHUSETTS STATE BUILDING ADMIXTURE, POSTS WITHER LOWER SUPPORT.BLOCKING TO MATCH UPPER POST]. FOR FRAMING SIZES REFER TO FRAMING PLANS. CODE AND THE INTERNATIONAL BUILDING CODE.CONTRACTOR MUST13. CONCRETE FLOOR SLABS ON METAL DECK SHALL HAVE SIZE. BUILD EXACTLY WHAT IS SHOWN ON STRUCTURAL DRAWINGS. LIGHT-WEIGHT COARSE AGGREGATE,SAND FINE AGGREGATE AND 17. SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONED LUMBER 2. ANY PROPOSED DEPARTURES FROM WHAT IS INDICATED MUST BE TYPE I OR TYPE II PORTLAND CEMENT.SEE NOTE 3 ABOVE. JOISTS3/8"BELOWTHE TOP OF JOISTS TO ALLOW FOR JOIST REVIEWED AND APPROVED WITH THE ENGINEER PRIOR TO 14. ALL CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL SHRINKAGE.WHERE BEARING WALLS OR POSTS LAND ON THESE CONSTRUCTION.ALL UNAUTHORIZED CHANGES TO THE APPROVED CONSTRUCTION JOINTS,EXCEPT WHERE SPECIFICALLY NOTED. BEAMS,INFILL GAP WITH 3/8"PLYWOOD FOR SOLID BEARING. DRAW INGS MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE VERTICAL CONSSHALL BE RUCTIONMADE JOINTS HORIZONTAL A REINFOHOREDRCEMENT CONCRCEMEN TE18. TOGETHBEAMS ER OF 3 MINIMUM OFRMO OLTSAT 6 BOLTED N N N N N N N N N 3. CO NTRACTOR SHALL REVIEWALL THE CONSTRUCTION DOCUMENTS WORK SHALL TI MADE AT MOUGH .VERTICAL CONSTRUCTION JOINT TOGETH METER ELF TAPPING OF 2-G"CREWS AT 16 OCENTEROR w w w w w w w w w AN D SPECIFICATIONS FOR THE PROJECT AND IS ENTIRELY SHALL BE CONTINUOUS THROUGH VERTICAL CONSTRUCTION JOINTS. 3-1/4"DIAMETER SELFF-TAPPING LAG SCREWS AT 16"ON CENTER, RESPONSIBLE FOR.COORDINATING THE WORK OF ALL TRADES, 15. GROUT UNDER COLUMN BASE PLATES AND UNDER OTHER BEARING ALTERNATING INSERTION SIDES.FOLLOW MANUFACTURERS w w w w w w w w w VER IFYING ALL THE PROPOSED AND EXISTING BUILDING AND SITE PLATES SHALL BE NON-SHRINK,NONMETALLIC GROUT WITH A SPECIFICATIONS UNLESS NOTED OTHERWISE ON DRAWINGS. CONDITIONS.MEASUREMENTS AND ALL OTHER RELATED PROPOSED MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 3 DAYS. 19. IN ADDITION TO THE FLOOR JOIST SHOWN IN THE PLANS, AND EXISTING BUILDING CONDITIONS. NON-SHRINK GROUT SHALL BE"EMBECO 153"BY MASTER BUILDERS, CONTRACTOR SHALL INSTALL DOUBLE JOISTS UNDER ALL PARTITION Z 4. ENGINEER'S DESIGN IS DERIVED FROM ASSUMED FIELD CONDITIONS. "SONOGROUT"BY SONNEBORN BUILDING PRODUCTS,"FIVE STAR WALLS RUNNING PARALLEL TO THE DIRECTION OF FRAMING. ANY DISCREPANCIES BETWEEN MUST BE IMMEDIATELY BE BROUGHT GROUT"BYU.S.GROUT CORPORATION,OR EQUAL AS APPROVED BY 20. MINIMUM BEAM BEARING TO BE 3 INCHES UNLESS NOTED OTHERWISE THE ARCHITECT AND ENGINEER. ON PLANS. w TOTHEENGINEE R'SATTENTION PRIOR LOAN Y CO NSTRUCTION. 16. ALL KEYS SHALL BE 2X4(NOMINAL)UNLESS OTHERWISE SHOWN ON O 5. TH E CONTRACTOR SHALL CAREFULLY VERIFY ALLDIMENSIONS AND THE DRAWINGS. CONDITIONS SHOWN ON DRAWINGS PRIORI MCOMMENCEMENT OF 1]. REFER TO THE ARCHITECTURAL DRAWINGS FOR CONCRETE FOUNDATIONS WORK AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ENGINEER AND ARCHITECTURAL FINISHREJIES.WHES FINISH ISNOT IFICAT ION CONFORM RSTRU O 1. WHERE FOUNDATIONS ARE EXISTING,DESIGN HAS BEEN COMPLETED DOCUMENTS. REQUIREMENTS OF ACI 301-SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. ASSUMING FOUNDATIONS ARE SUITABLE TO SUPPORT PROPOSED 4-- 6 PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON 18. SEE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW OPENINGS, RENOVATION.CONTRACTOR RESPONSIBLE FOR VERIFYING THAT THE 0 THESE DRAWINGS. DRIPS,WASHES,REGLETS,CONCRETE FINISHES,MASON ANCHORS, EXISTING FOUNDATION CONFORMS TO BUILDING CODE ]. TH E GENERAL CONTRACTOR SHALL EXAMINE THE STRUCTURAL AND AND FOR MISCELLANEOUS EMBEDDED PLATES,BOLTS,ANCHORS, REQUIREMENTS AND REPORT FOOTING CONDITIONS TO ENGINEER MECHANICAL DRAWINGS FOR THE REQUIRED OPENINGS AND SHALL FOR VERIFICATION. w co VER IFY SIZE AND LOCATION OF ALL OPENINGS WITH THE MECHAN I CAL ANGLES,ETC. 2 EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL CONTRACTOR .. \-/ 19. THE PLACEMENT OF SLEEVES,OUTLET BOXES,BOX OUTS ANCHORS, . THE FOUNDATIONS ON THE INORGANIC,UNDISTURBED SOIL OR r ETC.FOR THE MECHANICAL,ELECTRICAL,AND PLUMBING TRADES IS 8. PROVIDING ALL OPENINGS REQUIRED BY THE MECHANICAL, CONTROLLED STRUCTURAL BACKFILL AS REQUIRED BY THE THE RESPONSIBILITY OF THE TRADE INVOLVED.HOWEVER,ANY ELECTRICAL,OR PLUMBING TRADES SHALL BE A PART OF THE ARCHITECT.ALL EXCAVATIONS SHALL BE DRY BEFORE PLACING AN x tt BOX-OUTS NOT COVERED BY TYPICAL DETAILS IN THE STRUCTURAL GENERAL CONTRACT.WHETHER OR NOT SHOWN IN THE STRUCTURAL CONCRETE. w - DRAWINGSSHALLBESUBMITTEDFORAPPROVAL. w DRAWINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE 3. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A O a N N STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S 20. UNLESS OTHERWISE NOTED,COVER REINFORCING BARS SHALL BE MINIMUM DEPTH OF4 FEET OR AS MODIFIED BY THE STRUCTURAL ATTENTION FOR REVIEW AS INDICATED BELOW. ENGINEER BELOWTHE LOWEST ADJACENT GROUND EXPOSED TO 9. TYP ICAL DETAILS AND NOTES SHOWN ON THE STRUCTURAL CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH FREEZING.ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD DRAW I NOS SHALL BE APPLICABLE TO ALL[ARTS OF THE STRUCTURAL EARTH.. 3" CON D ITIONS MUST HAVE THE APPROVAL OF THE ARCHITECT. N WORK UNLESS SPECIFICALLY NOTED OTHERWISE. CONCRETE IN CONTACT WITH EARTH OR 4. SOIL BEARING CAPACITY.FOOTINGS MUST BE PLACED ON SOIL WITH N 10. TH E CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS WEATHER 2" A MINIMUM BEAR ING CAPACITY OF 4000 POUNDS PER SQUARE FOOT. J OF TEMPORARY SHORING,BRACING,OR OTHERWISE PROTECTING CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH U) 5. BACKFILL BELOWFOOTINGS AND SLABS SHALL BE MADE WITH r U if ANY CONDITION ONLY.WITHOUT ASSUMING KNOWLEDGE NOR , , .. P P . N z RESPONSIBILITY FOR HO W THE CONTRACTOR WILL ACHIEVE THIS EARTH FOR SLABS WALLS&BEAMS 1-1/2 A PROVED GRANULAR MATERIALS LACED IN 6"LAYERS LAYERS < SHALL BE COMPACTED TO 96%DENSITY AT OPTIMUM MOISTURE LL RESULT. CONTENT,AS DEFINED BY ASTM D155]. - N w O 11. FO R EXACT LOCATIONS OF FLOOR AND ROOF OPENINGS,POSTS,ETC 6. BACK F ILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER SEE ARCHITECTURAL DRAWINGS. ROUGH CARPENTRY WALLS OR PIERS ARE BRACED TO PREVENT MOVEMENT FOR WOOD N 1. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN FRAMED CONSTRUCTION,NO BACKFILLING OF WALLS MAY TAKE LU CONFORMANCE WITH THE 9th EDITION OF THE MASSACHUSETTS PLACE UNTIL THE FIRST-FLOOR DECK HAS BEEN FRAMED AND V z CONCRETE BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS(MBC1&2) SHEATHED.UN LESS WRITTEN APPROVAL IS GIVEN BY THE ARCHITECT 0) 0 AND THE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO OR ENGINEER. M m O 1. ALL CONCRETE WORK SHALL A PERFORMED IN CONFORMANCE ]. PROVIDE FOUNDATION DRAINAGE, WITH THE LATEST EDITION OF ACI-318."BUILDING CODE FAMILY DWELLINGS(IRC 1 AND I Q Q REQUIREMENTS FOR REINFORCED CONCRETE". 2. REFER TO THE SEA&2ANDIRC1&2 FOR FRAMING COMPONENTS WATERPROOFING/DAMP-PROOFING AND FOUNDATION WALL L INSULATIONS AS INDICATED ON THE ARCHITECTURAL DRAWINGS NOT SPECIFIED IN PLANS AND SECTIONS.NOTIFY THE ENGINEER OF . 2. ALL CONCRETE SHALL BE CONTROLLED CONCRETE,MIXED AND 0 PLACEDUNDER T HE SUPERVISION OF A CONCRETE TESTING AGENCY AN YCOMPONENTNOTDEFINEDINEITHERTHEMBC1&2ANDIRC1& z APPROVED BY THE OWNER.CONCRETE SHALL BE NORMAL WEIGHT 2 OR IN THESE DRAWINGS. LIVE LOADS PER MASSACHUSETTS STATE BUILDING CODE OR LIGHT WEIGHT CONCRETE,AS INDICATED WITH A SAND AND 3. REFER TO THE IRC 1&2 FASTENER SCHEDULE FOR STRUCTURAL LIVE LOADS GRAVEL AGGREGATE.TYPE I OR TYPE II PORTLAND CEMENT AND MEMBERS TABLE 6023 FOR CONNECTION FASTENING NOT IDENTIFIED GROUND SNOWLOAD. 40 PSF HAVING A MINIMUM COMPRESSIVE STRENGTH(E C)IN 28 DAYS AS IN THESE PLANS OR DETAILS. FOLLOWS UNLESS INDICATED ON PLANS. 4. WHEN NOT OTHERWISE IDENTIFIED,ALL WOOD BEAMS,JOISTS, STAIRS. 100 PSF FOOTINGS 4000 PSI(NORMAL WT.) RAFTERS,HEADERS,STRINGERS,PLATES,AND SILLS SHALL BE CORRIDORS. 100 PSF BASEMENT WALLS&PIERS 3000 PSI(NORMAL WT.) SPRUCE PINE FIR#2 OR BETTER,WITH A MINIMUM FB-875 PSI CORR IDORS ABOVE THE 1ST FLOOR. 80PSF INTERIOR SLABS 4000 PSI(NORMAL VVT.) (SINGLE USE)AND FB-1000 PSI(REPETITIVE USE)AND E SHALL BE RESIDENTIAL AREAS. 40 PSF EAT.SLABS EXPOSED TO WEATHER 4000 PSI(NORMAL WT.) 1,4 PSI OR BETTER. EXTERIOR DECKS(SERVING A SINGLE UNIT) 40 PSF CONCRETE NOT OTHERWISE SPECIFIED 30OPSI(NORMAL WT.) 5. WOOODD STUDS MAY BE EASTERN HEMLOCK,EASTERN SPRUCE,OR HEM-FIR,GRADED"STUD"GRADE#20R BETTER. 6. LVL BEAMS,AS NOTED ON PLANS,SHALL HAVE A M IN IMUM FB-3100 WIND LOADS 1. MAXIMUM DENSITY OF NORMAL WEIGHT CONCRETE SHALL BE 150 PSI E-2,000,000 PSI,AND FV-285 PSI.LVL BEAMS SHALL BE MASSACHUSETTS STATE BUILDING CODE 100 MPH. PO UNDS PER CUBIC FOOT.MAXIMUM DENSITY OF LIGHT WEIGHT "VERSALAM"BY BOISE CASCADE.NO SUBSTITUTIONS WILL BE EXPOSURE CONCRETE SHALL BE 11 POUNDS PER CUBIC FOOT. ACCEPTED UNLESS THE ENGINEER RECOMMENDATIONS FOR 2. REINFORCING STEEL.TYPICAL-ASTM A615.GRADE 60.FIELD BENT- BEARING,REINFORCING,CUTS,CANTILEVERS,FASTENING,ETC. ASTM 615.GRADE 40 WELDED WIRE FABRIC-ASTM A185. SHALL BE STRICTLY ADHERED T0. DEAD LOADS 3. REINFORCING STEEL SHOP DRAWINGS SHALL BE PREPARED AND L. WOOD"I"BEAMS SHALL BE BY BOISE CASCADE.NO SUBSTITUTIONS WEIGHT OF MATERIALS AND CONSTRUCTION U SUBMITTED TO THE ARCHITECT FOR APPROVAL.THESE DRAWINGS WILL BE ACCEPTED UNLESS THE ENGINEER SPECIFICALLY APPROVES Z SHALL SHOW COMPLETE AND ACCURATE BAR LAYOUT SIZES AN OTHER PRODUCT SUBMITTED BY THE CONTRACTOR. EARTHQUAKELOAD-PER 20091BC WITH MASSACHUSETTS STATE OPENINGS,ACCESSORIES,ANDALL OTHER INFORMATION MANUFACTURER'S RECOMMENDATIONS FOR BEARING REINFORCING BUILDING CODE AMENDMENTS H NECESSARY FOR COMPLETE AND ACCURATE FABRICATION AND CUTS,CANTILEVERS FASTENING ETC.SHALL BE STRICTLY ADHERED SEISMIC SITE CLASS.D PLACEMENT OF REINFORCING STEEL. T0. 4. TH E CONTRACTOR SHALL SUBMIT A CONCRETE MIX DESIGN TO THE 8. PLYWOOD WALL SHEATHING,ROOF SHEATHING AND SUBFLOOR SEISMICDESIGNCATEGORY.B V CC OWNER FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO THE FIRST SHALL BE ARA GRADE,TRADEMARKED G E D INTERIOR WITH EXTERIOR SEI SMI C RESI STING SYSTEM. PLACEMENT. GLUE.SUBFLOORING SHALL BE'/n"THICK TONGUE AND GROOVE AND LIGHT FRAME(WOOD)WALL SHEATHING WITH WOOD 0 5. CONTRACTOR SHALL PROVIDE A CONCRETE POUR ING SEQUENCE TO SHALL BE GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE STRUCTURAL PANELS N THE ARCHITECT AND ENGINEER FOR REVIEWAND APPROVAL]DAYS PRIOR TO NAIL I NG.ROOF SHEATHING SHALL BE G R 65 "THICK AND WALL coN y PRIOR TO CONCRETE PLACEMENT. SHEATHING SHALL BE G"THICK. CD =3 N O U 6. INSPECTION AND TESTING OF CAST-IN-PLACE CONCRETE WORK WILL 9. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY, CD -4 N N BE PERFORMED BY AN INDEPENDENT TESTING AGENCY,UNDER A AND WHEREVER WOOD IS WITHIN 8"OF FINISHED GRADE OR PART OF SEPARATE CONTRACT WITH THE OWNER.FCONCRETEFAILS, OPEN DECK CONSTRUCTION SHALL BE PRESSURE TREATED. ANALYSIS PROCEDURE.EQUIVALENT LATERAL FORCE PROCEDURE CONTRACTOR SHALL PROMPTLY REPLACE CONCRETE MATERIALS OR 10. ALL METAL CONNECTORS INCLUDING JOIST AND BEAM HANGERS AND SEISMIC COEFFICIENT.SS-029SI=0068 r REDO WORK WHICH HAS BEEN REJECTED BY ARCHITECT AND/OR COLUMN CAP AND BASES SHALL BE BY SIMPSON STRONG TIECORP. M TESTING AGENCY,AT ON EXPENSETO THE OWNER. THE CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURE Rs LATERAL FRAMING NOTES E cq .M-. ]. INSPECTION AND APPROVAL BY THE OWNER OR THEIR FASTENING REQUIREMENTS.CONTRACTOR TO VERIFY ALL y x L r REPRESENTATIVE SHALL IN NOWAY RELIEVE THE CONTRACTOR OF CONNECTOR SIZES TO FRAMING ELEMENTS BEFORE ORDERING, 1. THE STRUCTURAL DESIGN OF THIS RESIDENCE WAS PERFORMED IN T� y C THEIR RESPONSIBILITY TO PROVIDE QUALITY CONTROL,MATERIALS 11. UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS, COMPLIANCE WITH THE INTERNATIONAL RESIDENTIAL CODE FOR ONE 2 l6 MA AN D WORKMANSHIP FULLY INSURING THAT THIS WORK WILL HEADERS AND BEAMS SHALL BE SUPPORTED BY AT LEAST ON JACK AND TWO FAMILY DWELLINGS.THE PRESCRIPTIVE REQUIREMENTS OF m CONFORMTO THE CONTRACT REQUIREMENTS. STUD AND ONE KING STUD. THIS CODE DO NOT APPLY PER SECTIONS 301,13 ALTERNATIVE N y W 8. SAMPLING AND TESTING FOR QUALITY ASSURANCE DURING THE 12. FOR WOOD JOIST SPANS UP TO 14 FEET,PROVIDE A SINGLE ROW OF PROVISIONS AND 301.13 ENGINEERED DESIGN. _ F PLACEMENT OF CONCRETE MAY INCLUDE THE FOLLOWING,AS FULL DEPTH BLOCKING BETWEEN JOISTS AT MIDSPAN.FOR SPANS 2. FRAMING COMPONENTS AND FASTENERS AS IDENTIFIED IN THESE DIRECTED BV THE ARCHITECT.SAMPLES WILL BE MADE AT THE POINT EXCEEDING 14 FEET,PROM DE TWO ROWS OF FULL DEPTH BLOCKING DRAWINGS AND NOTES ADEQUATELY RESIST THE LATERAL LOAD OF DISCHARGE FROM THE READY-MIX TRUCK. BETWEEN JOISTS AT THIRD POINTS OF THE SPAN. REGU IREMENTS AS DEFINED BY THE INTERNATIONAL RESIDENTIAL 9. SLUMP TEST,COMPLYING WITH ASTM C143,ONE TEST FOR EACH SET 13. MEMBERS WITHIN BUILT-UP BEAMS,WHETHER MADE OF SAWN OR CODE FOR ONE AND TWO FAMILY DWELLINGS. OF COMPRESSION STRENGTH TEST SPECIMENS.SLUMP AT THE ENGINEERED LUMBER,SHALL ONLY BE SPLICED OVER SUPPORTS. 3. ALL EATER IOR WALLS TO FOLLOW SHEARWALL CRITERIA FOR - POINTOFDISCHARGEFROMTHEREADY-MIX TRUCK SHALL BE 35 14. PROVIDE SIMPSON H8 HURRICANE TIES BETWEEN EACH RAFTER SH EARWALL SET FORTH IN TABLES IN PROCEEDING PAGES. - DEGREES. BOTTOM AND ITS BEARING POINT. 4. ALL PLYWOOD SEAMS IN A SHEARWALL SHALL BE BLOCKED WITH 10. COMPRESSION TEST SPECIMENS COMPLYING WITH ASTM C31,ONE 15. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL DIMENSIONAL LUMBER OF THE SAME SIZE AS THE WALL STUDS. SET OF 4 STANDARD CYLINDERS FOR EACH COMPRESSION TRADES TO MINIMIZE THE NEED FOR CUT,BORED OR NOTCHED IN 5. REFER TO PLANS AND SECTIONS FOR STUD SIZES.STUDS SHALL BE STRENGTHTEST.ONE INTERVAL CHOSEN BY THE ARCHITECT. FRAMING LUMBER.STRUCTURAL FLOOR MEMBERS SHALL NOT BE SPACED AT 16 INCHES ON CENTER UNLESS NOTED OTHERWISE ON 11. COMPRESSION STRENGTH TESTS SHALL COMPLY WITH ASTM C39, CUT,BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED PLAN. -_ cnoN of wAssEORNEw 01 ------------- i i 000R o•o IWOOD I ENnREry o eosuREAo IN iTe STAIRS AND LANDING ABOVE Demo 000RANo wrisswAss oeENiNo wR NEwaccess eANEs ' wwwwwwwww �sE z ROOM NoieI @ y INw ABOVE R rooNoanoN O z r o L UNFINISHED BASEMENT :! o � w � w _ O U a N N N 0 FLOOR OVERHANG ABOVE N W U 0 z GRAPHIC LEGEND N EXISTING/DEMO BASEMENT FLOOR PLAN C� g z REmAIN SCALE:1/4"=VI 1,095 S.F. I NEwwAsso ir NEW"N"ETE0 oUNDATONwAss co a X 0 L1J J To ee DemousHeD Q L.L No scope oewoRA Z Q oEmo E;:Is,ws Dos r ENUIEFT fwA oeENNSEORNEw000R sT fREmoEwNoowsANONE wAs TNO N wAs so�TON sEEeRoeosEoe1N DOWE s = s ------ BEDROOM BEDROOM KITCHEN ------ DINING V ROOM z ieiallo oN iiR HALL C1 axe CowmN OV F-G LIN. d +r N y co o g e N LIVING ROOM L' N W C BEDROOM m M a. Gl Y c t a 2 m m m oNcc, J EXISTING /DEMO FIRST FLOOR PLAN ENER NIALCAs'N. Tree s SCALE:1/4"=1'-0" -RASEROARD REATIN. 1,291 S.F. TERE FIDING AeosURE O� N N N N N N N N N W W W W W W W W W f/J f/J f/J f/J f/J f/J f/J f/J f/J K K K K K K K K K h RlocE V Z Z CEILING � II IL L LJ O r r r r LO III�III �v v O U a N N .. m olaaoE ES77= m N EXISTING/DEMO FRONT ELEVATION OISE EXISTING/DEMO RIGHT ELEVATION CD a) �mEN, z SCALE:1/4"=VI SCALE:1/4"=VI U) w 0 m XQ LU > rn o LU ro� LU Q r r z° U "EN NT IIIILL Z_ r II oN T ES y Mo N U N o E-TIN. FBI N �oEmo Ex sr Nc soSUIEIO Nirs oEmo Ex sr N.eos rs� � M Io IccEss PINES PEa IINs ENnaEry ENr aEry E N A N N y X t�mE r Y N fV = R m EXISTING/DEMO REAR ELEVATION EXISTING/DEMO LEFT ELEVATION y? SCALE:1/4"=V-0" SCALE:1/4"=VI 11 Oo PAo� r-- oo��Noa DECKAND STAIRS ABOVE w w w w w w w w w I I I I ~I 1 W W W W W W W W W K K K K K K K K K r------ EEa------ z° I I FwewIORCED) z o0`NO1 1110RED 1 a A9 � I I I I � zWC L SPACE o0 E PATE VAPOR o BARRIER P a Q N AT x n o`8ain w PRE RE I I VIDVBDDDR I I I I WOOD STAIRS AND jABOVE NEw eOLuHEAo c NTO EPITINO,I INTO EI w LANDING ELE@IE NEw N Z r p Q �DNVERTE IBTIND wINDDw DPENIND TD I I " W wuu�SPAAE M �o� SIDE eva 5"N IIDH g..i„ r OF _ w Z UP�RIALLABOVE O N� aA NTO NEI O OILER N DOOR _ __ INTO EDDo'E E wO, of Q rn 'o 0 MToTo a Z ROOM AIR DOUNDATION Q ABOVE o I c TOO-ET Q O LL 10 RATIOz I D,n I — t—s • --�--- I I L NF IS H EM T SAO - U F OROVERHAN ABO Z d PROPOSED BASEMENT FLOOR PLAN E SCALE:1/4"=1'-0" EXISTING:1,095 S.F. y w u PROPOSED CRAWL SPACE:576 S.F. N ro w TOTAL:1,671 S.F. N o y N C W 441, � M GRAPHIC LEGEND y� N N ysz EXIIBnNA TO REMAIN XO L r NEDY— = l6 K m NEW"N"ETE Li IDUN AT ON WALL TO BEDDEMOLISHED y ~ NO S.OPE OE wOD , 0 0 NEW DECK 1.1w W,W,1 12'ONU 0" y y y y y y y y y ❑o 0 0 0 0 0 0❑ w w w w w w w w w Flx ED ENEL I O Z o �BE w GO s __ 1 LIVING z p KITCHEN i ROOM 1 © I OKETDOOB p 'ID ❑ PATIO o � I s 110 �•aYn� Q x LAUNDRY m w � / ain rn NEw eULUHEao� Q °� BEDROOM o @11, BATH © ❑ L z ToNa. © � p g � � o aW L_1. � — N O 0— O BEDROOM BEDROOM 01 0 00 KITCHEN 0 r a 1 Q. J s DINING Q ILL ROOM ------ L z Q /.e cowmN LIN. LIVING ROOM C BEDROOM CE Na. F Z PROPOSED FIRST FLOOR PLAN SCALE:1/4"=1'-0" EXISTING SF:EXISTING DWELLING:1,291 S.F. d w u PROPOSED SF:NEW FAMILY SUITE:576 S.F. fA co In TOTAL:1,867 S.F. N o Loll N d a M WINDOW SCHEDULE Q DOOR SCHEDULE O GRAPHIC LEGEND c3 •� N LeDe�GCy. De ponn R,,gb Opening ILL STe min N,R1 a any. D—I-ponn R,,gb Opening UHLSO, Till, N,R, EXISTING TO REMAIN x a Ir A 4 Double Hung 2'-8"x4'-g�" 2'-5�"x4'-g" MATCHEXISTING Harvey VinylDH-2446 1 1 INTERIOR OR 3'-2"x8'-g" 3'-O"x 8'-8" MATCHEXISTING DOOR CONNECTING UNITS NEW WALL T R i y 0' 8" MATCHEXISTING HAWEYPATIO..ACTIVE/FIXED/ACTIVE-3P10880 i D 1 2VNtle OH 4'-10L"x4'gL" 48a'x3'-5" MATCH Harvey VinylDH-2432 2 1 3PANEL FRENCH XOX g'-0 o'x 8'A 0'-0"x 0'�� NEW CONCRETE •• B 2 Double Hung 2'-8"x3'-5 2'-5� m C 1 Double Hung 1'-10"x3'b�" 1'A"x3'-5" MATCHEXISTING Hary VIn IDH-3832 3 1 INTERIOROR 3'-2"x0'- 3'-0 x0'- MATCH EXISTING BEDROOM OR FOUNDATION WALL /A W V� TO BE DEMOLISHED F To.' , "x4'A" MATCH EXISTING Harvey UrylDH-29hF2 4 1 POCKET OR 8'-2"x8'-g" 3'-O"x 0'-8" MATCHEXISTING LAUNDRY OR =- 5 1 BI-POLO CLOSET ORS 5'-2"x8'-0" (2)2'-0"x 0'-8" MATCHEXISTING CLOSET DOORS N 8 1 FIBERGLASS DOOR 3'-2"x6'-9 3'-0"x6'-8" MATCH EXISTING BASEMENT EGRESS DR OBCOPE OF WORK n p s 0 L o � O O ri m - _ z m III III 0 - O O - - Cn ICI m o -- f -- rJl -1 Oz n M m o O z0 O 1 T fi z 14 1 m 10 -1 — Project: Drawn by MJ No. REVISED SET: Date: I.S. Hemandez Services INC. Checked by ISH REVISED SET: 10.6.2020 Project Start Date 8/132020 REVISED SET: 10.23.2020 111 Baker Street 39 Russell St Sheet# REVISED SET: 11.11.2020 4.2020 West Roxbury,MA 02132 North Andover,Massachusetts REVISED SET: 12. REVISED SET: 12.16.2026.2020 www.ishdesignservices.com A'$ of 11 REVISED SET: 12.18.2020 A8-PROPOSED ROOF PLAN REVISED SET: 1.5.2021 o+✓i""- TEL:(617)323-8527 AND FRONT ELEVATION Scale AS NOTED REVISED SET: 1.25.2021 I I I NEW°VNR°°M .. .. .. .. .. .. .. .. .. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�� � �� wwwwwwwww _ z ` ❑❑, ��o w °A °EEC x. a LWR.RAN° RALUl ---- F° ---- -- °DN ° o , PR°P°RE°E v Q U PROPOSED LEFT ELEVATION "°N N " O a SCALE:1/4"=VI PROPOPEDADDITION w ED FT NO TO FEE ETTLE 0 L W (n � N OzQ DOWNEPOUTTO m CH EARN°R°NRE LE 0 Q IA _ J rn 'o 0- W �1m M a ULL R _ Q Q W RERACTA LE ECREEN OR RWN°°WRW, 0 0 0 a °ESP NEWANNERRPAN � NEW� ARAN° NEW READ EEONN°W N°°W°EA,°N EY Naqe ° LOTBASEMENT - FOUNDAYGON FE LOW GRADE PROPOSED REAR ELEVATION SCALE:1/4"=V-0" V � E NEWROOF Z � NEW ROOF,°MATCH FIL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ex RPN°R°°ERTM� N � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII d V NEWRNNR°°M 10 iNc =OWM N RAREENR N o N W Ell! (Q M N 7 w N � M R � m fo m � F L °RN --- --=R°P°—� --- °RAMS RET°W UNDA,lc� -RN°A,°N —� P,P°R, PEER �M ------ -- -------- t ------ PR°P°RE° PROPOSED RIGHT ELEVATION SCALE:1/4"=VI E�EP.n �P.Pon ���— sMP���ERRA�oE E�=.��o=.� .oMA.�R o a�A �,Eo� � �oRR��ROERE��� �����.�o� 2`C 2x�OoPCT D—101— 101—0 1��OC'—\ I'IoCI'C.E-PI AT E III 11TE1 No� 2xlOoll OC 2xlOoll OC TCE�—,lETXTE,—DDo0-IPTOIETTO ..... .... .....TO >>>>>>>>> EXTERIOR P—OD IEI II-ER R11—T 2xl 0 R I. 00,R,0 C 2xl —RD '10�E ITRIPI-011 C 'X12—10-0— LILICOLl- 01RED—CRETE 2-2112 POIR D R101-1-1 0'_T O� C-CRETE 100— Roo--Z —DE 2 POIRE DTCIL C ITTTEOE.L PL,LTLT _TC,T �o 0 COLU- OR RIER 6 1 & LO.EC11 COLU- �,,LC —TED 14 LILI 'TEEL_TE 2 CO.P T—L 0 21 11 2 POU 11 RE—III- COICRE E 100-1RED o'oc RTCI10RI TI C) PROPOSED BUILDING SECTION 1 21 X2'I ED C_C RET�P FOOT _ SCALE 1/4" 1'0" --------------- I y I < 2—� )2xlOP T DRO-E. o�)rvoDo,R L oOC�� R—2xlOPT El GER cn LU Z C/)Roo < 21 0, 2xl RIDGE�E 0 I RITERI 0 o C 0— of 0- PROPOSED FIRST FLOOR FRAMING PLAN IxIPOIT RN 0) 0 SCALE 1/4" 1'-0" 210 RI C=DOG707 < LL 0 z 2xl CEI-G 101—o 16 o c (1)2xl 0 IE R TIP------------------- 2xl 0 IE R TI 11 P 01T DN 11 P 01T UP (1)2xl 0 IE TIP 210—DER TI 212 P T IT—IT—GE R 012 OC IXI POIT UP "Poltl 0 N (1)210—DER TIP C."(1)2xl 0 IE TIP a 00 C4 ui c" A w sz x OIRIR-E ca m IXI POIT UP EXII-G R001 IR-1-------- PROPOSED FIRST FL CEILING FRAMING PLAN SCALE 1/4"=V-0" PROPOSED ROOF FRAMING PLAN SCALE 1/4"=V-0" 'YR YR cici f/J f/J f/J f/J f/J f/J f/J f/J f/J Z owsmrvrvecnory _ 13 � ��� l� � � G�1/ _ a 8# AR R YR YR m w 0 2 � / w I _ N oz 4 c inN OJ m 0- OU c) o � C) M Q LU o Lu � I z I\1 =T �L L U Z PROPOSED FIRST FLOOR ELECTRICAL PLAN — SCALE:1/4"=1'-0" (A d V oN y co N ELECTRICAL SYMBOLS N SURFACE MOUNTED FIXTURE C CAT 5 NETWORK CABLE y w♦ PHONE JACK W � RECESSED LIGHT FIXTURE m w M R � w N ¢WS WALL SCONCE CABLE TV JACK E N x ) r N 8 FLUORESCENT LIGHT FIXTURE -c SMOKE/HEAT/CO DETECTOR,INSTALL PER CODE = R tom+ VI (p DUPLEX OUTLET 18"ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. O FAN/LIGHT ,A m y1 Liyy crci GROUND FAULT OUTLET V, Q EXTERIOR MOTION SENSOR F 4 GANG OUTLET a SECURITY LIGHTS $ SINGLE POLE SWITCH 48"ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. $� THREE WAY SWITCH $a FOUR WAY SWITCH