24 HYDENVILLE RD_PERMIT SET_042320211.PROTECTIONSPRINKLER: NOT SPRINKLERFIRE ALARM: AUTOMATIC,SUPERVISEDBUILDING DATA:5. PROJECT AREA:CORRIDORS3.CONSTRUCTION TYPE:6. INTERIOR FINISHES AT PROJECT AREA:2. USE GROUP:4. HEIGH / AREA: M2BONE STORIES4964 SF FIRS FLOOR4964 SF TOTAL GROSS SQUARE FOOTAGEWALL/ CEILINGS:CLASS BROOMS/SPACESCLASS B (CLASS C)FLOORS:CLASS II7. EGRESS TRAVEL DISTANCE AT PROJECT AREA:EXIT ACCESS TRAVEL = 40' SF. MAX 46'-0" PROVIDED TRAVEL DISTANCEDEAD END LIMIT = 20 FT. MAX.8. OCCUPANT LOAD AT PROJECT AREABUSINESS USE GROUP: 100 SF. PER OCCUPANT= 50 OCCUPANTSTABLE 601BUILDING ELEMENTSTYPES OF CONSTRUCTION:Nonbearling walls and partitionsExteriorStructural frameªBearling wallsFIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) TYPE I A B TYPEII Aᵈ B TYPEIII B TYPE IV HT TYPE V BInclunding columns, girders,truses 3ᵇ 2ᵇ 1 0 1 0 Aᵈ Aᵈ 1 0 HTExteriorInterior 3 3ᵇ 2 2ᵇ 1 1 1 0 0 1 0 2 2 2 1/HTNonbearling walls and partitionsInteriorFloor constructionInclunding supporting beams andjoistsRoof constructionInclunding supporting beams andjoistsSee Table 602 0 0 0 0 0 0 0 0 0 0 0 0 0ᶜ 2 2 1 1½ᶜ 1ᶜ 1 1 1 1ᶜ 1ᶜ 1ᶜ HT HTSee 780CMR602.4.6BUILDINGINTERNATIONAL BUILDING CODE 2015 WITH MA. AMENDMENTSINTERNATIONAL EXISTING BUILDING CODE (IEB2015) WITHAMENDMENTS780 CMR CHAPTER 34CODES & STANDARDSMASSACHUSETTS ARCHITECTURAL ACCES BOARD 521 CMRACCESSIBILITYINTERNATIONAL MECHANICAL CODE -2015 WITH MA. AMENDMENTSMECHANICALINTERNATIONAL ELECTRICAL CODE -2015 WITH MA. AMENDMENTSELECTRICALINTERNATIONAL PLUMBING CODE -2015 WITH MA. AMENDMENTSPLUMBINGINTERNATIONAL ENERGY CONSERVATION CODE -2015 EDITION WITHMA. AMENDMENTSENERGYNFPA-101-2015 EDITION WITH MA. AMENDMENTS527 CMR 1.00STATE FIRE CODE SAF - C 600 WITH MA. AMENDMENTSFIRE/LIFE SAFETYa.The structural frame shall be considered to be the columns and the girders,beams,trusses andspandreis having direct connections to the columns and bracing members designed to carry gravity loads.The members of floor or roof panels which have no connection to the columns shall be consideredsecondary members and not a part of the structural frame.b.Roof supports: Fire-resistance ratings of structural frame and bearling walls are permitted to bereduced by one hour where supporting a roof only.c.An approved automatic sprinkler system in accordance with 780 CMR 903.3.1.1 shall be allowed to besubstituted for one-hour-fire-resistance-rated construction, providing such system is not otherwiserequired by other provisions of 780 CMR or used for an allowable area increase in accordance with 780CMR 506.3 or an allowable height increase in accordance with 780 CMR 504.2. The one-hoursubstitution for the fire resistance of the exterior walls shall not be permitted.d.Not less than the fire-resistance rating required by other sections of 780 CMR.e.Not less than the fire-resistance rating based on fire separation distance (see table 602).For SI: 1 foot = 304.8mm.WALK-IN COOLERCOOLER ACCESSEXIT
ENTRYSHELFSHELFSHELFSHELFSHELFREFRIGERATOR
REFRIGERATORSHELFSHELF
DN.SHELFWALK-IN COOLERRAMPENTRY123456788910../../../Desktop/DESTOCK FILES/MAPS/Massachusetts-counties-map.jpg24 HYDENVILLE RD. LEED, MA
14.WHEREVER DIAGONAL BRACING IS INDICATED OR OTHERWISEREQUIRED, INSTALL BRACING UNEXPOSED TO VIEW. PARTICULARLY ATSUSPENDED OR GYPSUM BOARD CEILING AREAS. IF EXPOSED TO VIEWCONDITIONS EXIST IN THE DESIGN, DO NOT BRACE INTO THE AREAWHERE NO CEILING IS TO BE INSTALLED, OR INTO THE "MORE OPEN"AND VISIBLE SIDE OF BULKHEAD/SOFFIT WHERE BOTH SIDES SHALL BEWITHOUT A CEILING.15.THE GENERAL CONTRACTOR SHALL COORDINATE AND PROVIDEAPPROPRIATE STRUCTURAL BLOCKING, BACKING AND/ORREINFORCING IN WALL BEHIND ALL WALL- MOUNTED, WALL-ANCHOREDOR SUPPORTED ITEMS AS NOTED AND DETAILED, AND AS REQUIRED TOMEET CODE REQUIREMENTS AND TO PROVIDE FOR A STABLEINSTALLATION. REFER TO THE PLANS, ELEVATIONS AND DETAILS FORLOCATION OF ITEMS WHICH MAY REQUIRE SUPPORT. REFER TODRAWING NO. (ENTER NUMBER) FOR TYPICAL BACKING DETAILS.16.WHERE NEW WALLS MEET EXISTING MULLIONS OR COLUMNS INSTALLTHE NEW WALL PERPENDICULAR TO THE EXISTING MULLION ORCOLUMN AND ALIGN THE CENTERLINE OF THE NEW WALL WITH THECENTER OF THE MULLION OR COLUMN, UNLESS OTHERWISE NOTED.17.WHERE A GYPSUM BOARD WALL MEETS FLUSH WITH THE FACE OF ANEXISTING WALL, REMOVE THE EXISTING METAL CORNER BEAD BEFOREINSTALLING THE NEW WALL.18.ALIGN NEW WALL SURFACES WITH THE EXISTING ADJACENT ORADJOINING SURFACES WHERE INDICATED. TAPE AND SAND THE JOINTSTO SMOOTH WITHOUT ANY VISIBLE JOINTS. PATCH AND REPAIRSURFACES TO MATCH ADJACENT OR ADJOINING SURFACES.19.PATCH AND REPAIR ADJACENT AREAS OR SURFACES AFFECTED BYDEMOLITION OR BY INSTALLATION OF NEW WORK AS REQUIRED TOMATCH (E) CONDITIONS OR IMPROVEMENTS AS REQUIRED.20.ALL NEW PENETRATIONS IN EXISTING OR NEW WALLS AND CEILINGSSHALL BE FIRE-STOPPED AS REQUIRED PER TESTED LISTEDASSEMBLIES, AND SHALL MATCH THE RATING OF THE ASSEMBLY IT ISPENETRATING.21.CONTRACTOR TO REPAIR ANY FIRE PROOFING WHERE OCCURS THAT ISDAMAGED DURING THE COURSE OF DEMOLITION WORK, ORINSTALLATION OF NEW WORK TO MAINTAIN REQUIRED FIRE RATINGS.22.CORRECT ANY DEFECTS IN EXISTING BUILDING CONSTRUCTION WHICHAFFECTS QUALITY AND INSTALLATION OF THE WORK. THIS INCLUDES,BUT IS NOT LIMITED TO EXISTING UNEVEN SURFACES AND FINISHES ATGYPSUM BOARD WHERE THEY MEET THE IMPROVEMENTS. OFFSETSTUDS WHERE REQUIRED TO ALIGN FINISH MATERIAL.23.REPLACE ANY DAMAGED OR MISSING MATERIALS SUCH AS WALLBASES, CORNER TRIMS, CEILING TILES, ETC. TO MATCH EXISTING(UNLESS OTHERWISE NOTED).24.THE GENERAL CONTRACTOR SHALL PROVIDE ALL UTILITIES, INCLUDINGBUT NOT LIMITED TO, POWER, PLUMBING AND EXHAUST, TO ALL POINTSDESIGNATED BY THE VENDOR'S FOR EACH OF THE OWNER'SFURNISHED SYSTEMS AND ALL EQUIPMENT IDENTIFIED IN THEDRAWINGS, SPECIFICATIONS AND EQUIPMENT LISTS.25.STAGGER ALL RECEPTACLE OUTLETS AND PROVIDE ACOUSTICALSOUND PADS AT ALL OUTLETS LOCATED AT ALL FULL HEIGHT WALLSAND WALLS WITH SOUND INSULATION.26.ALL EQUIPMENT, LIGHTS OR DEVICES THAT ARE REQUIRED TO U.L.TESTED OR APPROVED SHALL HAVE A U.L. LISTING LABEL.27.THE GENERAL CONTRACTOR SHALL PROVIDE THE AUTOMATIC FIRESPRINKLER SYSTEM AS DESIGN-BUILD SYSTEMS. CONTRACTOR SHALLFULLY COORDINATE THE DESIGN/ENGINEERING PROCESS OF THISSYSTEM AND THE COMPLETE AND PROPERLY FUNCTIONINGINSTALLATION THEREOF.28.THE FOLLOWING MAY BE PROVIDED BY THE OWNER'S VENDORS BUTTHE INSTALLATION OF THOSE SYSTEMS SHALL BE COORDINATED BYTHE GENERAL CONTRACTOR WITH EACH OF HIS SUBCONTRACTORSFOR THE SYSTEMS NOTED BELOW:A.TELECOMMUNICATIONSB.SECURITYC.FURNITURED.AUDIO-VISUAL DEMOLITION NOTES1.CONTRACTOR IS TO REVIEW WITH THE OWNER THE STATUS OF ANYEXISTING MATERIALS TO BE DEMOLISHED AND REMOVED OR MODIFIEDTO CONFIRM THAT ALL HAVE BEEN TESTED OR CONFIRMED THAT THEYDO NOT CONTAIN ANY HAZARDOUS MATERIALS. DISCOVERY OF ANYEXISTING HAZARDOUS MATERIALS WITHIN ITEMS DESIGNATED TO BEREMOVED OR DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BEIMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S PROJECTREPRESENTATIVE.2.CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TOBEGINNING WORK. DRAWINGS ARE NOT TO BE SCALED. NOTIFYARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN EXISTINGCONDITIONS AND THOSE SHOWN ON THE DRAWINGS. ''AS-BUILT" OR"RECORD" DRAWING DATA ON THESE DRAWINGS ARE AS PRECISE ASCOULD BE OBTAINED DURING ROUTINE FIELD VERIFICATIONS, BUT THEIRACCURACY CANNOT BE GUARANTEED. EXACT LOCATIONS, DISTANCES,ELEVATIONS AND SIMILAR DATA SHALL BE GOVERNED BY ACTUAL FIELDCONDITIONS AND BY THE OWNER'S INSTRUCTIONS3.CONTRACTOR TO VERIFY THAT ALL EXISTING RATED WALLS, INCLUDINGALL PENETRATIONS, WERE CONSTRUCTED TO MEET CURRENTREQUIREMENTS FOR A RATED WALL ASSEMBLY. CONTRACTOR TONOTIFY ARCHITECT OF ANY DISCREPANCIES AND UPGRADE ANY WALLSAND PENETRATIONS THAT DO NOT COMPLY. REFER TO DRAWINGS TOIDENTIFY ACTUAL REQUIRED RATING OF WALLS.4.DO NOT REMOVE ANY MECHANICAL, PLUMBING, ELECTRICAL, FIRESUPPRESSION, PHONE, DATA, COMMUNICATIONS, INTERCOM, SECURITYCOMPONENTS, OR OTHER SYSTEMS WITHOUT THE WRITTENAUTHORIZATION OF THE OWNER, CLIENT, ARCHITECT OR ENGINEER ASREQUIRED FOR PROPER DOCUMENTATION.5.MINIMIZE INTERFERENCE WITH ADJACENT ROOMS, FURNISHINGS ANDSTRUCTURE. MAINTAIN EGRESS AND ACCESS TO BUILDING.6.CLEAN AND PREPARE EXISTING SUB-FLOOR FOR INSTALLATION OF NEWFLOORING AND BASE.REQUIREMENT NOTES1.IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB ANDANY OMISSIONS IN THESE NOTES SHALL NOT BE CONSTRUED ASRELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITIES.2.NO DEFECTIVE WORK IN WORKMANSHIP, QUALITY OR DEFICIENT IN ANYOF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BEACCEPTABLE DESPITE ARCHITECTS FAILURE TO DISCOVER OR IDENTIFYDEFECTS OR DEFICIENCIES DURING THE COURSE OF CONSTRUCTION.DEFECTIVE WORK DISCOVERED WITHIN THE TIME PERIOD OF THECONTRACTOR GUARANTEE PERIOD SHALL BE REPLACED ORCORRECTED AS IS ACCEPTABLE TO THE OWNER. NO PAYMENT WHETHERPARTIAL OR FINAL SHALL BE CONSTRUED AS AN ACCEPTANCE OF ANYDEFECTIVE WORK.3.NOT ALL CONDITIONS MAYBE SHOWN IN DETAILS. CONTRACTOR SHALLPROVIDE INSTALLATIONS WHICH ARE IN CONFORMANCE WITH TYPICALDETAILS FOR ATYPICAL CONDITIONS. TYPICAL DETAILS SHALL BECONSTRUED TO PERTAIN TO ALL SIMILAR CONDITIONS UNLESSOTHERWISE NOTED.4.OMISSIONS OR CONFLICTS IN THE DRAWINGS SHALL BE BROUGHT TOTHE IMMEDIATE ATTENTION OF THE ARCHITECT. THE ARCHITECT SHALLBE ADVISED PRIOR TO PROCEEDING WITH THE WORK.5.THE WORD "WALL" AND "PARTITION" ARE USED INTERCHANGEABLY INTHESE DOCUMENTS.6."TYPICAL" OR "TYP." IS DEFINED AS IDENTICAL FOR ALL SIMILARCONDITIONS UNLESS OTHERWISE NOTED.7."SIMILAR" OR "SIM." IS DEFINED AS COMPARABLE CHARACTERISTICS TOTHE CONDITION NOTED. 8.''VERIFY IN FIELD",''V.I.F."OR ''VIF" IS DEFINED AS AN INSTANCE WHERETHE CONTRACTOR IS TO VERIFY DIMENSIONS IN THE FIELD BEFOREPROCEEDING WITH WORK.GENERAL NOTES1.EXCEPT IN DEMOLITION PLANS, AND WHERE OTHERWISE NOTED, ALL NEWCONSTRUCTION IS SHOWN WITH SOLID DARK LINES, AND EXISTINGCONSTRUCTION TO REMAIN IS SHOWN WITH "SCREENED" LINES.2.CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TOBEGINNING WORK. DRAWINGS ARE NOT TO BE SCALED. ALL DIMENSIONSSHOWN RELATING TO EXISTING CONSTRUCTION ARE APPROXIMATE(EXISTING WALLS MAY NOT BE PLUMB AND WALLS MAY NOT BE EXACTLYPARALLEL). THE CONTRACTOR SHALL FIELD VERIFY ALL ACTUALDIMENSIONS AND CONTACT ARCHITECT TO ADDRESS ANYDISCREPANCIES. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVALOF THE ARCHITECT, UNLESS NOTED +/- OR VIF (VERIFY IN FIELD). EXACTLOCATIONS, DISTANCES, ELEVATIONS AND SIMILAR DATA SHALL BEGOVERNED BY ACTUAL FIELD CONDITIONS AND BY THE ARCHITECT'SINSTRUCTIONS.3.IN THE EVENT OF CONFLICT BETWEEN INFORMATION SHOWN ONDRAWINGS AND INFORMATION SHOWN ON THE SPECIFICATIONS,THEMORE STRINGENT SHALL TAKE PRECEDENCE. SHOULD THE CONTRACTORAT ANY TIME DISCOVER AN ERROR IN A DRAWING OR SPECIFICATION OR ADISCREPANCY OR VARIATION BETWEEN DIMENSIONS ON DRAWINGS ANDMEASUREMENTS AT THE SITE OR LACK OF DIMENSIONS OR OTHERINFORMATION, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITHTHE WORK AFFECTED UNTIL THE ARCHITECT HAS BEEN NOTIFIED ANDPROCEED ONLY AFTER CLARIFICATION HAS BEEN MADE.4.CONTRACTOR TO VERIFY THAT ALL EXISTING RATED WALLS,INCLUDING ALL PENETRATIONS, WERE CONSTRUCTED TO MEET CURRENTREQUIREMENTS FOR A RATED WALL ASSEMBLY. CONTRACTOR TO NOTIFYARCHITECT OF ANY DISCREPANCIES AND UPGRADE ANY WALLS ANDPENETRATIONS THAT DO NOT COMPLY. REFER TO DRAWINGS TO IDENTIFYACTUAL REQUIRED RATING OF WALLS.5.ALL DIMENSIONS ARE FACE OF FINISH, FACE OF CONCRETE, TO CENTERLINES OF COLUMNS AND OTHER GRID POINTS AND TO CENTER LINES OFDOORS AND OTHER SCHEDULED OPENINGS, U.O.N.6.VERTICAL DIMENSIONS ARE FROM TOP OF SUB-FLOOR (SLAB), EXCEPTWHERE OTHERWISE NOTED TO BE ABOVE FINISH FLOOR (A.F.F.).7.CEILING HEIGHTS ARE MEASURED TO BOTTOM OF FINISH CEILING ORSUSPENDED CEILING GRID.8.TYPICAL DETAILS SHALL BE INCORPORATED AT ALL APPROPRIATELOCATIONS WHETHER REFERENCED OR NOT. CONTACT ARCHITECT IFCLARIFICATION IS REQUIRED.9.ATYPICAL DETAILS SHALL BE INCORPORATED AT ALL SIMILARCONDITIONS WHERE APPROPRIATE WHETHER REFERENCED OR NOT.CONTACT ARCHITECT IF CLARIFICATION IS REQUIRED.10.LAY-OUT ALL PARTITIONS BEFORE PROCEEDING. VERIFY PARTITIONLAY-OUT WITH ARCHITECT BEFORE FRAMING. IF DISCREPANCIES EXISTBETWEEN FIELD CONDITIONS AND THE DRAWINGS NOTIFY ARCHITECT.11.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THEDIMENSIONS AND ELEVATIONS AT THE SITE. THE CONTRACTOR ANDSUB-CONTRACTORS SHALL COORDINATE THE LAYOUT AND EXACTLOCATIONS OF ALL PARTITIONS, DOORS ,ELECTRICAL/TELEPHONEOUTLETS, LIGHT SWITCHES AND THERMOSTATS WITH THE ARCHITECTIN THE FIELD PRIOR TO PROCEEDING. THEY SHALL ALSO VERIFY THAT NOCONFLICT EXISTS IN THE LOCATION OF ANY MECHANICAL,HVAC,TELEPHONE, ELECTRICAL, PLUMBING AND SPRINKLER EQUIPMENT(TO INCLUDE ALL PIPING, DUCTWORK, CONDUIT, CABLES, ETC.), AND THATALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OFABOVE EQUIPMENT ARE PROVIDED. ELEMENTS TO BE EXPOSED TO VIEWSHALL BE REVIEWED WITH THE ARCHITECT AND COORDINATED BY ANDBETWEEN THE GENERAL CONTRACTOR AND PERTINENTSUB-CONTRACTORS PRIOR TO CONSTRUCTION ORFABRICATION PROCEEDING. THE TOP (LOCATION ABOVE FINISH FLOOR)OF ALL DEVICES SHALL ALIGN WHERE POSSIBLE.12.ALL FURRED WALLS SHALL EXTEND VERTICALLY THRU THE CEILINGWHERE INDICATED ON THE DRAWINGS OR TO THE STRUCTURE ABOVEWHERE NO CEILING OCCURS, UNLESS OTHERWISE NOTED.13.ALL PARTITIONS, DOORS, GLAZED OPENINGS, SOFFITS, ET AL., SHALL BESTRUCTURALLY BRACED IN ACCORDANCE WITH SEISMIC CODE.1."TYPICAL" OR "TYP." IS DEFINED AS IDENTICAL FOR ALL SIMILARCONDITIONS UNLESS OTHERWISE NOTED.2."SIMILAR" OR "SIM." IS DEFINED AS COMPARABLE CHARACTERISTICS TOTHE CONDITION NOTED.6.''VERIFY IN FIELD",''V.I.F."OR ''VIF" IS DEFINED AS AN INSTANCE WHERETHE CONTRACTOR IS TO VERIFY DIMENSIONS IN THE FIELD BEFOREPROCEEDING WITH WORK.9.ALL MATERIALS, PRODUCTS AND EQUIPMENT SHALL BE NEW, UNUSEDAND OF THE HIGHEST QUALITY, UNLESS OTHERWISE NOTED.MANUFACTURED MATERIALS, PRODUCTS AND EQUIPMENT SHALL BEINSTALLED PER MANUFACTURER'S RECOMMENDATIONS ANDSPECIFICATIONS, UNLESS A HIGHER QUALITY/METHOD OF INSTALLATIONHAS BEEN INDICATED WHICH DOES NOT AFFECT THE PRODUCTSWARRANTY, U.L. LISTING, OR EFFECTIVENESS.10.THERE SHOULD BE NO SUBSTITUTION OF MATERIALS WHERE AMANUFACTURER IS SPECIFIED, UNLESS APPROVED OTHERWISE BY THEARCHITECT. WHERE THE TERM "OR EQUAL" IS USED, THE ARCHITECTSHALL DETERMINE IF SUBMITTED MATERIAL PRODUCT IS "EQUAL".CONTRACTOR TO SUBMIT INFORMATION FOR BOTH INDICATED PRODUCTAND THE SUBSTITUTED PRODUCT WITH A LINE BY LINE COMPARISON IFREQUIRED BY THE ARCHITECT.11.ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL HAVE A DESIGNLISTING/NUMBER. ANY EQUIPMENT NOT LISTED WILL BE REQUIRED TO BEFIELD TESTED AND CERTIFIED BY AN APPROVED TESTING AGENCY. IT ISTHE RESPONSIBILITY OF THE OWNER AND HIS DESIGN/CONSTRUCTIONTEAM TO NOTIFY THE BUILDING DEPARTMENT IF FIELD-TESTING ISREQUIRED FOR ANY EQUIPMENT WITHOUT AN EQUIVALENT LISTEDLABEL APPROVED BY FREMONT BUILDING DEPARTMENT. PROOF OFEQUIPMENT CERTIFICATION WILL NEED TO BE SUBMITTED ANDAPPROVED BEFORE A CERTIFICATE OF OCCUPANCY CAN BE ISSUED.12.EQUIPMENT INSTALLATION MAY REQUIRE SEPARATE PERMITS: PROVIDECALCULATIONS AND ANCHORAGE DETAILS FOR ALL EQUIPMENTWEIGHING 400 LBS. OR MORE. NOTE THAT EQUIPMENT AT ANY WEIGHTMOUNTED AT MORE THAN 4 FEET ABOVE FLOOR HEIGHT SHALL BEPROVIDED WITH ANCHORAGE (CHECK DETAIL)13.IT IS THE APPLICANT'S RESPONSIBILITY TO CONTACT THE CITY/TOWNFIRE DEPARTMENT AT (TEL#) TO SUBMIT A HAZARDOUS MATERIALBUSINESS PLAN (HMBP) AS NEEDED FOR THIS PERMIT. BUILDING FINALMAY BE IMPACTED IF THIS ITEM IS NOT SUBMITTED FOR COORDINATION.
DIVISION 15 - MECHANICALPLUMBINGPlumbing information shown is schematic only. Actual installation shall complywith all governing codes. Any additional information which may be required bythe Local Sub code Official shall be provided by the Plumbing Contractor.Extend hot and cold water lines from the existing service to the new fixturesshown or noted on the drawings.Supply lines shall be 1/ 2" diameter copper with sweat-soldered joints or 1/2"diameter PEX piping.Sanitary waste lines from the new fixtures shall connect into the existing sanitarywaste water disposal system. Waste lines may be DWV copper or plastic.Provide cleanouts at changes in the direction of the flow.Provide water supply and drainage fittings for all fixtures as selected by theOwner.HVACThe design of the heating and air-conditioning system(s) are not included in theArchitect's scope of work. The Owner shall arrange for a licensed professional todesign the system(s).FIRE PROTECTIONProvide smoke detectors where shown or noted on the drawings, and in thefollowing locations:1.In all bedrooms.2.In the vicinity of the bedrooms, and3.In each story within the house, including the basementProvide carbon monoxide detectors where shown or noted on the drawings, andin all rooms where vented fuel burning gas appliances are located.Smoke and Carbon Monoxide detectors shall be wired in such a manner that theactuation of one alarm will actuate all of the alarms in the house. All smokedetectors shall have on AC primary power source, and shall receive power froma battery when the AC primary power source is interrupted.DIVISION 16 - ELECTRIC ALElectrical information shown is schematic only. Actual installation shall complywith all governing codes. Any additional information which may be required bythe Local Sub code Official shall be provided by the Electrical Contractor.Electrical Contractor (EC) shall visit the site prior to bidding to make himselffamiliar with the existing conditions. EC shall check all field conditions includingelectrical panel, service size, circuit size/quantity and availability etc. to verifycompatibility, compliance, etc.Provide new electrical fixtures as shown or noted on the drawings. All fixturesshall be purchased and installed by Electrical Contractor.All fixtures shall be as selected by the owner.Wiring shall be BX or Romex 3-wire grounded insulated cable. Use #14 gage forlight and outlet circuits, and #12 gage for all appliance circuits.Install GFCI receptacles for all receptacles required within 6' of a wet locationand at exterior locations.Provide weather protected cover for exterior outlet locations.Splices shall be made electrically and mechanically secure using wire nuts.Splices shall be made at outlet and junction boxes only, and wires shall be runthrough the outlets where possible.Switches and receptacles shall be 15 amp 125 volt or equal or as required forappliances.All wood doors are to be sealed and finished with two (2) coats of lowluster, natural polyurethane.All areas where there is a transition in flooring material provide a finishedge as follows:Tile (marble/granite/ceramic) to carpet - preformed metal edgeVCT to carpet - vinyl reducer stripVCT to tile (marble/granite/ceramic) - vinyl reducer strip.Provide marble saddles at all doors to rooms with tile floors.Paint all exposed surfaces not scheduled for another finish. Provideprime coat and two (2) finish coats throughout.Paint shall be Conlux or approved equal. Exterior paint shall be oilbase.Ceramic Tile shall be as selected by owner.Provide all required special tiles such as base, caps, ends, etc. All tilesto be thin set, epoxy type, as recommended by the manufacturer.Comply with "The Tile Council of America's" installation instructionsand ANSI A108.1 and A108.2.Fireplace to be heat-n-glo 8000 TR-OAK 42" top/rear vented directvent gas fireplace or equal. Consult manufacturer for exact size andinstallation, instructions or visit heatnglo.com.Carpet - Carpet shall be as selected by owner.Marble and/or Granite Tile - selected by ownerSet switches 48" above the floor, and receptacles 12" above the floorunless noted otherwise.Electrical Contractor shall check and verify HVAC equipment for servicevoltage. EC shall be responsible for all power and control wiring for HVACequipment.HARDWAREHardware shall be selected by owner.All door knobs shall be lever type conforming to the "ANSI A117.1 HandicappedAccessibility Guidelines" .Provide three (3) 4" hinges for each door.Provide templates and installation instructions for all hardware.WINDOWSAll hardware finishes to be selected by owner unless noted otherwise.Windows shall be "Andersen", white vinyl, sizes as indicated on the drawings,with insulated gloss, extension jambs, interior trim, interior and exteriorremovable grills, and full insect screens.All windows and glazing at doors to be impact resistant and provide protectionfrom wind-borne debris as per IRCR301.2.1.2.All windows located within 60" of tub surface shall be tempered.All sidelights at entrance doors or windows mounted below 15" high shall havetempered glass.All bedroom windows shall be "egress" windows per applicable code.GLAZINGInsulated glazing shall be sealed units fabricated from two panes of glass withair space between, dual sealing system, spacer, desiccant, and cornerreinforcement. Glass thickness and heat strengthening to be determined bymanufacturer for wind loading conditions. Insulating glass warranty: 10 years.Exterior pane shall be "Solarban" by "PPG" - coating on surface #2 - Color asselected by the Owner.DIVISION 9 - FINISHESAny existing surface exposed or disturbed by the scheduled work shall befinished to match adjacent surfaces.All surfaces scheduled for an applied finish shall be cleaned and prepared instrict conformance to finish manufacturer specifications and recommendations.No surface will remain unfinished unless so scheduled in the documents.
DIVISION 4 - MASONRY UNIT MASONRYAll concrete masonry units(CMU) shall be manufactured by AnchorConcrete Products. Inc. 975 Burnt Tavern Rood Brick, New Jersey orapproved equal per the architect.All hollow load bearing units shall conform to ASTM C-90 Type N-1specifications. All solid bearing units shall have a compressive strength of3000 net psi.Admixture for block waterproofing: All exterior concrete block shallcontain the integral water-repellent known as the "Dry Block System"block admixture, as manufactured by Forrer Industries, Milwaukee,Wisconsin and used in the mix design of the block.Mortar shall conform to ASTM C- 270 Type "M" for below grade and type"N" for above grade work. Mortar shall be provided by Anchor ConcreteProducts, Inc., and the color shall match the adjacent block.All walls shall be laid up in running bond, in a full mortar bed.All mortar joints shall be tooled concave with a dense smooth finish.Provide truss type masonry reinforcing, Dur-0-Wol No. 9 gage or equal, inevery course below grade and in every second course above grade.Provide preformed PVC control joints in all control joints as indicated "CJ''on drawings; Dur- 0 - Wal Rapid Poly JointD/ A 2002 or equal.The mason contractor shall supply and install all wall ties, beam ties andcolumn ties where shown or noted on the drawings. Ties shall be 3/ 16"diameter galvanized steel wire by Hohmann and Barnard, Inc. andspaced not more than 16" on centers.Where block fill is called for on the drawings, use concrete or type"M" mortar with a compressive strength of 2500 psi.Coordinate masonry work with all other trades requiring items to be built-in.Masonry laid when the outside air temperature is below 40 degrees F,shall be protected in accordance with the provisions of the IMIAWC"Recommended Practices and Guide Specifications for Cold WeatherMasonry."DIVISION 6 - WOODROUGH CARPENTRYAll lumber used for load-supporting purposes shall be identified bythe grade mark of an approved lumber grading or on approvedinspection agency.All framing lumber shall be Douglas Fir Lorch No.1, or better, surfaceddry with a maximum moisture content of 19%, and have an extremefiber stress in bending "Fb" base value of 1,250 psi and a modulus ofelasticity "E" of 1,700,00 psi minimum.Sheathing for exterior walls shall be min.I/2" nominal, group 1,APA rated sheathing exposure 1, with a span rating of 24/0.Roof sheathing shall be min. 5/8" (UO. .N.) nominal group1, APA structural I rated sheathing exposure 1, with o span rating of32/16.Sub-floor shall be 3/4" nominal, group 1, APA structural I ratedsheathing exposure 1, with a span rating of 48/24.Underlayment shall be 3/8" nominal group 1 sheathing.Install all sheathing with the long dimension or strength axis of thepanel continuous over two or more supports. Allow 1/8" spacing atpanel ends and edges.Blocking, bridging, nailers, and furring shall be common Douglas Fir,Southern Yellow Pine, or Hemlock. Ledger boards where required shallbe securely set with joints notched tightly.Bridging shall be 5/4 x 3 diagonal, solid, or metal as follows: spans upto 14' - 0", provide one row at center of span; spans from 14'-0" to21'-0", use two rows at 1/3 points of the span; spacing for longerspans shall be as noted on the drawings. Provide solid bridging underall partitions running perpendicular to the joists.Blocking shall be provided, as required, for the application ofsheathing, wallboard, and other materials or building items, and toprovide firestopping where required.Double joists under all partitions running parallel to the framing.Double header and trim joists at all floor and roof openings.Concealed spaces within wall partitions, floor or cornice construction,and around chimneys, pipes and duel openings shall be fire stoppedper code.SPECS BY DIVISIONOUTLINE SPECIFICATION TABLE OF CONTENTSDIVISION 1 - GENERAL REQUIREMENTSGENERAL NOTESCUTTING AND PATCHINGDIVISION 6 - WOODROUGH CARPENTRYFINISH CARPENTRYDIVISION 7 - THERMAL AND MOISTURE PROTECTIONDIVISION 8 - DOORS AND WINDOWSDOORSWINDOWSDIVISION 9 - FINISHESDIVISION 15 - MECHANICALPLUMBINGHVACFIRE PROTECTIONDIVISION 16 - ELECTRICALDIVISION 1 - GENERAL REQUIREMENTSGENERAL NOTESGeneral Contractor shall verify all conditions and check all measurements on the joband shall be responsible for some.Each Sub-Contractor shall verify all dimensions and conditions on the site and notifythe Architect in writing of any discrepancies prior to submitting the final bid, forclarification. Work shall not proceed until such clarification has been received. Claimsfor extra work resulting from failure to do so will not be allowed.Should unforeseen conditions or other causes necessitate construction details not inaccordance with these drawings, the Contractor shall notify the Architect and submitdetails, for Architect's review showing the proposed methods to accomplish therequired results, and await Architect's instructions.Written dimensions on the drawings shall take precedence over scaled dimensions.Large scale drawings take precedence over small scale drawings.Protect from damage all structures, finishes, utilities,equipment, vegetation. etc. scheduled to remain. Maintain the structural integrity ofthe building and temporary sharing as required. Provide temporary protective dustand watertight enclosures where and when required.Each Sub-Contractor shall be responsible for adequatelybracing and protecting all work during construction against damage, breakage,collapse, distortions and misalignment according to the applicable codes standardsand good practice.The building grounds shall be kept clean at all times by each Sub-Contractor.Remove all debris from the site to o point of legal disposal. The General Contractorwill Supply o container for this purpose.Each Sub-Contractor shall lay out all work related to his contract and establish allpoints, grades, lines and levels and assume responsibility for some.Each Sub-Contractor shall maintain insurance for possible claims mode underWorkman's Compensation Acts, bodily injury, property damage in amounts notless than warranted by the Contract. Certificates of insurance shall be producedat the Owner' s request.The Owner is to consult his insurance agent regarding types and amounts ofinsurance which may be required.Each bidder is to review o complete set of documents prior to submitting a bid.All work is to be coordinated with other trades. If any work excluded from a bidwhich is necessary to provide a complete job, it is to be specified on the bidform. If nothing is specifically excluded, it will be included by implication. Lockingany written exclusions, if there is a dispute regarding scope of work, the Architectwill make the final determination as to which port of the work is the responsibility ofthe Sub-Contractor.CUTTING AND PATCHINGProvide cutting and patching work to properly complete the work of the project,complying with requirements for:1.Structural work.2.Mechanical/electrical systems.3.Visual requirements, including detailing and tolerances.4.Operational and safety limitations.5.Fire resistance ratings.6.Inspection, preparation, and performance.7.Cleaning.Do not cut and patch in a manner that would result in o failure of the work toperform as intended, decreased energy performance, increased maintenance,decreased operational life, or decreased safety.Match existing materials for cutting and patching work with new materialsconforming to project requirements.Inspect conditions prior to work to identify scope and type of work required.Protect against adjacent work. Notify Owner of work requiring interruption tobuilding services or Owner's operations.Perform work with workmen skilled in the trades involved. Prepare ample areaof each type of work for approval.Cutting: Use cutting tools not chopping tools. Make neat holes. Minimizedamage to adjacent work. Check for concealed utilities and structure beforecutting.Patching: Make patches, seams, and joints durable and inconspicuous. Complywith tolerances for new work .Clean work area and areas affected by cutting and patching operations.Joist hangers shall be galvanized steel, sized to fit the supported member and ofsufficient strength to develop the full strength of the support member, and shall befurnished complete with any special fasteners required.Double studs at windows and doors openings.Supply engineered built up beams, joists and columns where shown or noted onthe drawings, as manufactured by Truss Joist/Weyerhaeuser. Installation shall be instrict accordance with the manufacture's instructions. All floor and roof sheathingshall be glued and nails as per manufactures directions.All wood framing shall be trimmed to not less than 2 inches from all flues, chimneysand fireplaces, and not less than 6 inches from flue openings.FINISH CARPENTRYExterior wood trim shall be # 1 Pine, paint grade,pre-primmed, in sizes as indicated on the drawings. Trim shall be installed straight,plumb, level and with closely fitted joints. Face nailing shall be set and stoppedwith a non-staining putty to match the finish applied. Exterior joints shall be modewater-resistant by careful fitting and caulking.Interior trim, other than pre finished, shall be clear Douglas fir.Molded work shall be coped at returns and interior angles, and mitered at exteriorcorners. Install trim in pieces as long as possible, jointing only where solid supportis obtained.Install items straight, true, level, plumb and firmly anchored in place. Whereblocking or backing is required, coordinate as necessary with the other trades toensure proper size and placement.All closets shall be provided with one full length shelf, and wood coot rod withcenter support, unless noted otherwise.Provide one layer of 1/2" gypsum wall board on each face of all interior partitions,on the interior face of exterior partitions, and on all ceilings unless noted otherwise.Provide corner bead, casing bead, "J" mold, tape etc. as required. Provide threecoots of joint compound sanded and ready for the scheduled finish. Applicationprocedures and workmanship for all gypsum wall board shall be in accordancewith ANSI A971. No exposed edge or corner shall be without a protective bead.Use moisture resistant gypsum wall board at all toilet rooms. All wallsscheduled to receive a tile finish shall have cement backer board.Wood stairs: Provide stairs of design os indicated on the drawings. Stair s shall beconstructed of oak treads and pine risers and stringers. Stair framing shall be wellspiked together. Rough carriages shall be cul to the exact shape required to receivethe finished treads and risers. Risers shall be of uniform height and treads shall beof uniform width.Provide all necessary trimmers, blocking, and other framing necessary for supportof finished treads. risers, newels, and railings. All wood for exterior stairs shall bepressure treated.Maximum Riser 7 1/4"Minimum Tread11"Minimum Width Nosing 1"Provide oak handrail 1 1/2" diameter on brackets 4'- 0" on center mounted ol oheight of 36" vertically from the nosing at the tread Guardrails shall be 42" highwith balusters spaced on 4" on center.All casework , cabinets, doors, shelving, paneling, stairs, handrails and trim shallbe in accordance with standards for "CUSTOM GRADE" per the AWi publication"Architectural Woodwork Quality Standards, Guide Specific ions and QualityCertification Program", 1978 revision. All trim to be square cut fir or pineboards; clear or better where scheduled to receive stair grade B or better wherescheduled to receivepoint.Joist hangers shall be galvanized steel, sized to fit the supported member and ofsufficient strength to develop the full strength of the support member, and shall befurnished complete with any special fasteners required.Double studs at windows and doors openings.Supply engineered built up beams, joists and columns where shown or noted onthe drawings, as manufactured by Truss Joist/Weyerhaeuser. Installation shall be instrict accordance with the manufacture's instructions. All floor and roof sheathingshall be glued and nails as per manufactures directions.All wood framing shall be trimmed to not less than 2 inches from all flues, chimneysand fireplaces, and not less than 6 inches from flue openings.DIVISION 7 - THERMAL AND MOISTURE PROTECTIONDamp-proofing - Foundation walls below grade shall receive trowel asphaltic, biomastic cement, applied in a two (2) coat application, such as Karnak #86 or A.C.Horn Dyhydratine 6 Mastic. Care shall be taken to avoid damage while backfilling.Flashing - Contractor shall provide and install 16oz. lead coated copper at ventpipes, at penetrations through roof and at changes in surfaces at roofs and astermite shield at foundation below wood sill plate. In no place shall copper come incontact with aluminum construction. Provide the proper separation betweendissimilar materials in accordance with industry standards.Provide and install "AFCO Copper Fabric" flashing, 7 oz per square foot, at all steelshelf angles and wherever shown or noted on the drawings.Shingles - Class A, 235#, 25 year warranty, fiberglass or asphalt self-sealingdimensional shingles over 15# building felt.Flat Roof - Roofing for the flat roof area shall be a "Firestone Rubber Gard" singleply, 60 mil., fully adhered EPDM system installed in strict accordance with themanufacturer.Caulking - All exterior joints in particular between dissimilar materials, shall becaulked with a permanent elastic caulking compound capable of holding point.Manufacturer and color to be approved by Architect prior to application.Sealant shall be applied in areas as required to make for a weather and watertightinstallation. Apply all sealants in strict accordance with Manufacturer's writteninstructions.Insulation - Foil faced Fiberglass insulation, with a flame rating of 25 or less, shallbe installed in all exterior locations. Foil side shall face the Winter warm side.Insulation thickness and "R" value shall be as shown or noted on the drawings.Siding - Exterior siding shall be a "Certainteed" insulated vinyl clapboard style 6"exposure, .044" thickness, Class 1A fire rated. Provide all trims, moldings andappurtenances. Non-insulated siding may be installed over R-2.5 exterior rigidfoam insulation board.Concealed vertical spaces in walls and partitions shall be firestopped ateach floor level and at the ceiling of the uppermost story such thatthese spaces shall not be continuous for more than one story, orcommunicate with concealed horizontal spaces in the floor or roofconstruction.All members shall be closely fitted, accurately set to the required linesand levels, and rigidly secured in place. Joists shall be set with thecrown edge up. All special timber connections shall be per the " TimberConstruction Manual", second edition.Bolts used for built up or flitch beams shall A307 or better in sizesindicatedAll lumber used in foundations or in contact with concrete or soilshall be pressure treated Walmanized lumber conforming to AmericanWood Preservative Standard C22.Provide 2 - 2 x 12 header over all framed openings unless notedotherwise.Provide solid blocking for the bearing of all beams and columns. Beamsshall have bearing of not less than 4 inches on concrete or masonry,and 3 inches on wood or metal. Joists. trimmers, headers and beamsframing into carrying members at the same relative level shall becarried on joist hangers.Ventilate all attic, roof and rafter spaces with properly sized andscreened vents. Provide continuous soffit vents, gable end vents,and/or continuous ridge vent as shown or noted on the drawings.Maintain a 2" minimum air space for ventilation circulation at all points,especially at eave locations. At attics, provide one (1) square inch ofvent area for each two (2) square feet of attic floor.Building paper shall be 15# asphalted felt or "Tyvek Plastic BuildingWrap."Provide and install Fiberglass sill sealer, width to suit the sill in rollform, continuously placed between the sill and the foundation wall inaccordance with the manufacturer's written instructions.Provide and install continuous aluminum drip edge at all roof eavesand rakes.Provide and install continuous aluminum drip caps over all openings inexterior walls.Gutters and leaders shall be white pre-finished aluminum. Guttersshall be securely attached to the construction and shall be pitched todrain to the leaders. Corners and end caps shall be preformed, andjoints shall be sealed and pop-rivetted. Leaders shall be secured tothe building at the top and bottom. Provide bends and all otherrequired accessories.DIVISION 8 - DOORS AND WINDOWSAll wood doors shall be as indicated on the drawings. Provide ULlabeled fire louvers, and/or safety glass vision panels where shown ornoted on the drawings.All exterior doors shall be fitted with complete perimeterweather-stripping.Doors shall be furnished pre-hung in a frame of such width to suitewall thickness and details. Doors shall be factory bored for lockset's;coordinate with specified hardware.Install doors in prepared openings, plumb and true, with even marginsat head and jamb, and to clear the finished door by 1/4". Doors shallbe protected from damage until time of occupancy. All doors andframes damaged during construction shall be repaired or replaced atno additional cost to the Owner.Hollow metal door frames shall be all welded 14 gage framesconforming to the Steel Door Institute Standards; ship to site primed,prepared and reinforced for scheduled hardware. Provide galvanizedframes at all exterior locations and wherever shown or noted on thedrawings. Provide UL labeled frames where shown or noted on thedrawings.All rated doors to be one hour rated and have closer's. Door sizes asfollows (Unless otherwise noted):All exterior doors: 3' - 0" x 6' - 8"All interior doors: 2' - 8" x 6' - 8"Install all doors 4" off wall at hinge side unless otherwise noted.
BREAKER
2X8@16 O.C.6X8 MAINOIL TANKCASHIER
WALK-INCOOLERRESTROOMENTRYOFFICESTORAGESTORAGESTORAGEBOXESLOBBYSHELF AREA
STORAGEDN.SHELF AREA
PIPESUPEXISTING FIRST FLOOR PLANscale: 1/8"=1'A-00SheetCONSTRUCTION & DESIGN INC. 74 CONGRESS ST., LAWRENCE M.A PHONE: (978)-884-1828 info@bccdesigns.com bccdesigns.comEXISTING FLOOR PLANNOTE:GENERAL CONTRACTOR SHALLVERIFY ALLDIMENSIONS PRIOR TO ORDERINGMATERIALS& STARTING CONSTRUCTION.ANY DISCREPANCIES SHALL BEBROUGHT TO OWNERS ATTENTION.DOCUMENTS NOTICEDRAWING SPECIFICATION & DESIGN,AS INSTRUMENTS OF SERVICE, ARETHE EXCLUSIVE PROPERTY OF THISTEAM DESIGNING WHETHER THEPROJECT FOR WHICH THEY WEREPREPARED IS EXECUTED ANDCONSTRUCTED OR NOT. THOSEDOCUMENTS ARE NOT TO BEREPRODUCED IN ANY FORM ANDTHEY ARE NOT TO BE USED BY THEPROJECT OWNER NOR ANY OTHERENTITY ON ANY EXTENSIONS ORADDITIONS OR ALTERATIONS TOTHE ORIGINAL PROJECT EXCEPT BYWRITTEN AUTHORIZATION ANDPERMISSION FROM AGREEMENTWITH THE TEAM DESIGNING. .LEED, MA24 HYDENVILLE RD.ADDRESS:OWNER: 4-2-21PROJECT #:PAGE NAME: VASUDEV PATELEXISTING BASEMENT FLOOR PLANscale: 1/8"=1'
WALK-IN COOLERCOOLER ACCESSEXITENTRYSHELFSHELFSHELFSHELFSHELFREFRIGERATOR
REFRIGERATOR
SHELFSHELF
DN.SHELFWALK-IN COOLERRAMPENTRYNAMEOFFICE1256734ROOM89123456STORAGESTORAGERESTHROOMSTORAGEBOXES788910LOBBYSHEL AREAWALKING COOLER10CASHIERPROPOSED FIRST FLOOR PLANscale: 1/8"=1'A-01SheetCONSTRUCTION & DESIGN INC. 74 CONGRESS ST., LAWRENCE M.A PHONE: (978)-884-1828 info@bccdesigns.com bccdesigns.comPROPOSED FIRSTFLOOR PLANNOTE:GENERAL CONTRACTOR SHALLVERIFY ALLDIMENSIONS PRIOR TO ORDERINGMATERIALS& STARTING CONSTRUCTION.ANY DISCREPANCIES SHALL BEBROUGHT TO OWNERS ATTENTION.DOCUMENTS NOTICEDRAWING SPECIFICATION & DESIGN,AS INSTRUMENTS OF SERVICE, ARETHE EXCLUSIVE PROPERTY OF THISTEAM DESIGNING WHETHER THEPROJECT FOR WHICH THEY WEREPREPARED IS EXECUTED ANDCONSTRUCTED OR NOT. THOSEDOCUMENTS ARE NOT TO BEREPRODUCED IN ANY FORM ANDTHEY ARE NOT TO BE USED BY THEPROJECT OWNER NOR ANY OTHERENTITY ON ANY EXTENSIONS ORADDITIONS OR ALTERATIONS TOTHE ORIGINAL PROJECT EXCEPT BYWRITTEN AUTHORIZATION ANDPERMISSION FROM AGREEMENTWITH THE TEAM DESIGNING. .LEED, MA24 HYDENVILLE RD.ADDRESS:OWNER: 4-2-21PROJECT #:PAGE NAME: VASUDEV PATEL
EXIT
ENTRYDN.RAMPREMOVE AND DISPOSAL WALLREMOVE AND DISPOSALWALLREMOVE AND DISPOSALWALLREMOVE AND DISPOSALWALL
REMOVE AND
DISPOSALCOOLER WALLENTRYREMOVE AND DISPOSALCOOLER WALLNAMEOFFICE1256734ROOM89STORAGESTORAGERESTHROOMSTORAGEBOXESLOBBYSHEL AREAWALKING COOLER10COUNTER12346578910REMOVE EXISTING WALLEXISTING WALL TO REMAINLEGENDPROPOSED DEMOLITION PLANscale: 1/8"=1'A-02SheetCONSTRUCTION & DESIGN INC. 74 CONGRESS ST., LAWRENCE M.A PHONE: (978)-884-1828 info@bccdesigns.com bccdesigns.comPROPOSED DEMOLITIONFLOOR PLANNOTE:GENERAL CONTRACTOR SHALLVERIFY ALLDIMENSIONS PRIOR TO ORDERINGMATERIALS& STARTING CONSTRUCTION.ANY DISCREPANCIES SHALL BEBROUGHT TO OWNERS ATTENTION.DOCUMENTS NOTICEDRAWING SPECIFICATION & DESIGN,AS INSTRUMENTS OF SERVICE, ARETHE EXCLUSIVE PROPERTY OF THISTEAM DESIGNING WHETHER THEPROJECT FOR WHICH THEY WEREPREPARED IS EXECUTED ANDCONSTRUCTED OR NOT. THOSEDOCUMENTS ARE NOT TO BEREPRODUCED IN ANY FORM ANDTHEY ARE NOT TO BE USED BY THEPROJECT OWNER NOR ANY OTHERENTITY ON ANY EXTENSIONS ORADDITIONS OR ALTERATIONS TOTHE ORIGINAL PROJECT EXCEPT BYWRITTEN AUTHORIZATION ANDPERMISSION FROM AGREEMENTWITH THE TEAM DESIGNING. .LEED, MA24 HYDENVILLE RD.ADDRESS:OWNER: 4-2-21PROJECT #:PAGE NAME: VASUDEV PATEL
EXITENTRYDN.NEW WALLNEW WALLCOOLER ACCESSWALK-IN COOLERPROPOSED WALL 2x4@16 o.c.EXISTING WALL TO REMAINLEGENDENTRY3(1 34"X11 78" LVL)
3(1 34"X11 78" LVL)3(2X4)3(2X4)5" DIAM. LALLY COLUMN58" GWB, BOYH SIDES3" SOUND ATTENUATIONBLANKET3 58" STEEL STUDS AT 16" O.C.P1WALL TO UNDERSIDE OF DECKW/INSUL.58" GWB, BOYH SIDES3" SOUND ATTENUATIONBLANKET3 58" STEEL STUDS AT 16" O.C.P2WALL TO 6" ABOVE CEILING W/INSUL.PARTITIONPARTITIONEXTEND METAL STUDS ANDPARTITION TO 6" ABOVE CEILINGEXTEND METAL STUDS ANDPARTITION TO UNDERSIDE DECK.WOOD CAP AND APRON TOMATCH DOOR STAIN2X4 FIRE TREATED WOODBLOCKING3 58" STEEL STUDS AT 16" O.C.L1LOW PARTITIONWALL TO 42" AFF8"4 78 "4"PCPLUMBING CHASECHASE WALL58" GWB, BOYH SIDES3" SOUND ATTENUATIONBLANKET6" STEEL STUDS AT 16" O.C.EXTEND PARTITION TOUNDERSIDE DECK ABOVE.P1P1L1PCP1NOTE:ALL EXTERIOR 2X4 WALLS WILL USEDR-15 INSULATION.ROOF WITH 2X10 RAFTER WILL USEDR-38.RAMP SLOP 1" EACH 1'TOP OF THE LAVATORYRESTHROOM SIDE WALLELEVATIONSC:n/aRESTHROOM REAR WALLELEVATIONSC:n/aMIRROR42" MAAB BARAND BLOCKINGRESTHROOM FLOOR PLANSC:n/aEX
.
EX
.
EX.
EX
.
NE
W
36"
X
8
0
"
NE
W
34
"
X
8
0
"
EX.EX.EX.E
X
.PROPOSED NEW WALLS FLOOR PLANscale: 1/8"=1'A-03SheetCONSTRUCTION & DESIGN INC. 74 CONGRESS ST., LAWRENCE M.A PHONE: (978)-884-1828 info@bccdesigns.com bccdesigns.comPROPOSED NEW WALLSFLOOR PLANNOTE:GENERAL CONTRACTOR SHALLVERIFY ALLDIMENSIONS PRIOR TO ORDERINGMATERIALS& STARTING CONSTRUCTION.ANY DISCREPANCIES SHALL BEBROUGHT TO OWNERS ATTENTION.DOCUMENTS NOTICEDRAWING SPECIFICATION & DESIGN,AS INSTRUMENTS OF SERVICE, ARETHE EXCLUSIVE PROPERTY OF THISTEAM DESIGNING WHETHER THEPROJECT FOR WHICH THEY WEREPREPARED IS EXECUTED ANDCONSTRUCTED OR NOT. THOSEDOCUMENTS ARE NOT TO BEREPRODUCED IN ANY FORM ANDTHEY ARE NOT TO BE USED BY THEPROJECT OWNER NOR ANY OTHERENTITY ON ANY EXTENSIONS ORADDITIONS OR ALTERATIONS TOTHE ORIGINAL PROJECT EXCEPT BYWRITTEN AUTHORIZATION ANDPERMISSION FROM AGREEMENTWITH THE TEAM DESIGNING. .LEED, MA24 HYDENVILLE RD.ADDRESS:OWNER: 4-2-21PROJECT #:PAGE NAME: VASUDEV PATEL
LEGENDSMOKE DETECTOR 120VSMOKE DETECTORLOW FREQUENCY SOUNDERCARBON MONOXIDE DETECTOR 120 VSMOKE/CARBON MONOXIDE DETECTOR 120VCARBON MONOXIDE ALARMHEAT DETECTORPULL STATIONSTROBEHORN STROBEFIRE ALARM PANEL LOW VOLTAGEEMERGENCY-LIGHT COMBORESTROOMEXISTING/PROPOSED EXTINGUISHEXIT LOCATIONS120SCOCOMSHSFAPRSFECCOOLER ACCESSENTRYENTRYSHELFSHELFSHELFSHELFSHELFREFRIGERATORREFRIGERATORSHELFSHELF
DN.SHELFWALK-IN COOLERRAMPSTRAVEL DI
S
T
A
N
C
E
4
0
'
-
0
"TRAVEL DISTANCE 46'-0"SSSTRAVEL DISTANCE 46'-0" SFECFEC S SSSSS STRAVEL DISTANCE S SHSRNAMEOFFICE1256734ROOM89STORAGESTORAGERESTHROOMSTORAGEBOXESLOBBYSHEL AREAWALKING COOLER10CASHIER123456788910BREAKER
2X8@16 O.C.6X8 MAINOIL TANKCOFAPUPPROPOSED FIRST FLOOR ALARMS FLOOR PLANscale: 1/8"=1'A-04SheetCONSTRUCTION & DESIGN INC. 74 CONGRESS ST., LAWRENCE M.A PHONE: (978)-884-1828 info@bccdesigns.com bccdesigns.comPROPOSED ALARMSFLOOR PLANNOTE:GENERAL CONTRACTOR SHALLVERIFY ALLDIMENSIONS PRIOR TO ORDERINGMATERIALS& STARTING CONSTRUCTION.ANY DISCREPANCIES SHALL BEBROUGHT TO OWNERS ATTENTION.DOCUMENTS NOTICEDRAWING SPECIFICATION & DESIGN,AS INSTRUMENTS OF SERVICE, ARETHE EXCLUSIVE PROPERTY OF THISTEAM DESIGNING WHETHER THEPROJECT FOR WHICH THEY WEREPREPARED IS EXECUTED ANDCONSTRUCTED OR NOT. THOSEDOCUMENTS ARE NOT TO BEREPRODUCED IN ANY FORM ANDTHEY ARE NOT TO BE USED BY THEPROJECT OWNER NOR ANY OTHERENTITY ON ANY EXTENSIONS ORADDITIONS OR ALTERATIONS TOTHE ORIGINAL PROJECT EXCEPT BYWRITTEN AUTHORIZATION ANDPERMISSION FROM AGREEMENTWITH THE TEAM DESIGNING. .LEED, MA24 HYDENVILLE RD.ADDRESS:OWNER: 4-2-21PROJECT #:PAGE NAME: VASUDEV PATELPROPOSED BASEMENT ALARMS FLOOR PLANscale: 1/8"=1'