17024 BURR CD SET 170602SITE MAPNOT TO SCALEAREA OF WORKBRIDGE STREETScope of Work: Renovations to an existing two story, 3,950 square foot B business, single user, Commercial Building to convert it to an R2 Residential Building with 4 two bedroom residential unitsThe building renovations at 85 Bridge Street in Salem will conform to the following categories in the eighth edition of 780 CMR (2009 IBC with Massachusetts Amendments):Building Type: 5B –Wood Frame –UnprotectedBuilding Use Group –R2: Unit 1: 1story, 2 BR one level apartment –on first floor Unit 2: 1 story, 2 BR one level apartment –on first floorUnit 3: 1 story 2 BR one level apartment –on second floorUnit 4: 1 story 2 BR one level apartment–on second floorFully Sprinklered per NFPA 13 –Existing Sprinkler system shall move heads as required to maintain conformance to NFPA 13Fire and Acoustical Separations (per table 602, chapters 7 and 10. and as noted) 1.Means of Egress: There is a one hour front and rear egress stair and entry provided (section 708.4) that each serve one unit. In order to allow One Means of Egres, the total travel distance to the One Hour Egress Stair (per 1016.1), or to the grade egress for a one means of egress condition is required to be less than 50’per table 1021.2, and is further permitted per Section 1015.1.1 and Table 1015.1 in a fully Sprinklered building.2. Per Section 709.3, a ½ hour separation is required of wall partitions between units. Per Section 712.3 a ½ hour separation is required of the floor/ceiling assemblies between dwelling units.3. Sound Transmission separation per section 1210 An acoustical separation is required and the equivalent of a 1 hour wall with 5/8” firecode sheetrock both sides and fiberglass or cellulose insulation will be used to achieve an STC rating of 50 between units. The ceiling separation between the units shall include 6” of mineral wool acoustic insulation, and the 5/8” firecode sheetrock shall be mounted on 7/8” metal furring channels. Back to back electrical outlets shall be avoided, and all outlets and penetrations in demising walls shall be sealed with fire caulk. 4. Energy Conservation: To comply with 2012 IEEC table C402.2. All new construction needs to comply as do all existing exterior walls in areas being opened, doors or windows being replaced, and roofing to be replaced.Heating/AC: Mitsubishi mini-split system AC and air source heat pump or equal. Fire Alarm and DetectionThe following shall be provided and distributed per recommendations of NFPA 91:• Photoelectric smoke detectors and CO detectors per plans.• Knox Box outside front entry with labeled keys for each entrance• Fire alarm outside horn alert required over front entry of building, activated by tripping of sprinkler system flow switch or pulling lever at manual pull station.Structure• Existing Wood Frame Structure reinforced per drawings, with frame infill and new front stair framing per drawings. Existing concrete foundation wall to remain.• New framing infills as noted on framing plans• Insulation as noted in table below where structure is exposed.• Electrical and Plumbing To be designed and engineered by their respective subcontractors in conformance with 780 CMR and all applicable reverenced codes including National Electrical Code and Fuel Gas and Plumbing Code (248 CMR).2012 IECC TABLE C402.2 PRESCRIPTIVE REQUIREMENTSFenestration U.35; Ceiling/Roof R 49; Wood Frame Wall R20SECTION 1029EMERGENCY ESCAPE AND RESCUE (Requirement for 5.7 SF clear window openings in Bedrooms)Exceptions:1.In other than Group R-3 occupancies, buildings equipped throughout with an approved automaticsprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2.Zone: B-1Parcel ID: 36--362-0Land Area: 0.115 Acres (5,000 SF)Building Footprint: 1,954 SFYear Built: 1991Summary: Existing Business Use Fully Sprinklered, two story, Wood frame building is to be converted to residential use as a four, two bedroom unit, multi-family.SECTION 3 USE REGULATIONSProposed use as Multi-Family is a permitted use in B-1 DistrictSECTION 5.1 PARKING: 1.5 Off-street Parking Spaces Required Per Unit = 6 Spaces 6 Off-Street spaces provided per site plan.Scale:Project #:Date:Drawn by:Checked by:As indicatedG0.1COVER SHEET17024Residential RenovationBuonfiglio & Nabout05.30.2017GWRG85 Bridge Street, Salem, MA 01970DRAWING INDEXGENERALG0.1 COVER SHEETG0.2 PROJECT SPECSG0.3 ABBREVIATIONS & REFERENCESARCHITECTURALA1.0 BASEMENT PLANA1.1 FIRST FLOOR PLANA1.2 SECOND FLOOR PLANA2.1 ELEVATIONS IA2.2 ELEVATIONS IIA3.1 BUILDING SECTIONS IA4.1 FRAMING PLANSA6.0 SCHEDULESFIRE PROTECTIONFP1.0 FIRE PROTECTION PLANResidential RenovationResidential RenovationResidential RenovationResidential RenovationBuonfiglio & NaboutBuonfiglio & NaboutBuonfiglio & NaboutBuonfiglio & NaboutGENERAL NOTES1 The contractor shall perform all work in compliance with all applicablelocal, state and federal codes, regulations and standards. Conformitywith codes governing disabilities, safety, fire-protection, structural,plumbing, mechanical and electrical work supersedes the drawings,and notify the designer of any discrepancies or inconsistencies beforecommencing the work.2 It shall be the responsibility of the contractor to locate all existingutilities, whether shown or not on the construction documents and toprotect them from damage. The contractor shall bear all expense ofrepair or replacement of utilities or other property damaged byoperations in conjunction with the execution of the work.3 These plans are for general construction purposes only. They are notexhaustively detailed nor fully specified. It is the responsibility of thecontractor to select, verify, resolve and install all materials andequipment.4 The contractor shall supervise and direct the work and shall be solelyresponsible for the construction means, methods, techniques,sequencing and procedures. The contractor shall be responsible forthe use of construction techniques and procedures that are best suitedto achieve safe execution of the work.5 The designer will be making periodic site visits during construction perthe owners request. The contractor is solely responsible for the qualitycontrol and construction standards for this project.6 The contractor shall maintain the site in an orderly mannercontinuously throughout the project. The street shall be kept clear ofmud and debris at all times. Failure to comply with the local ordinancewill result in a suspension of work until compliance is verified at thecontractors expense.2Front Perspective85 Bridge StreetSalem, MA 01970PROJECT NARRATIVE / CODE ANALYSISNo. DateDescriptionZONING ANALYSIS
Site WorkSoil Bearing -Foundation designs are based on a soil bearing value of 2500 psf. Foundations and slabs are designed to uniformly bear on well-compacted, well-drained non-expansive soils. A certified soils engineer shall review foundation designs and building loads and compare with subsurface soil investigation. Should on-site observations show that foundation designs are not satisfactory, a structural engineer should be contacted immediately to redesign foundations to accommodate conditions.Excavation -The bottom of all excavations for footings shall be tamped to compact of all loose material before the concrete is placed. Compaction should not exceed the natural density of the soil.Dewatering -If water occurs within the excavation, it shall be dewatered before placing of concrete. Dewatering shall be done in a manner that will prevent the flow of fine grain soil.Foundation Drainage -Install a minimum 5” slotted drain pipe with a positive outflow around exterior basement wall footings, imbedded in a loose fill gravel, minimum 12” deep. Slotted drain pipe should be wrapped with an appropriate geo-technical fabric to prevent silt buildup. Install other drains necessary for positive site drainage.Backfilling -The foundation walls shall not be backfilled until the first floor deck is in place to brace wall. Damaged walls will be replaced at the contractors expense if backfilling is done without the floor in place.Final Grading -Keep exterior finished grade a minimum of 8" below top of foundation wall (see construction documents for exact locations) by backfilling with appropriate soils. Provide swales with positive outfall and slope grade away from building to allow water to drain away from the building foundation.FoundationsConcrete Specifications -Concrete work shall be in accordance with the American Concrete Institute’s (ACI) “Building Code Requirements for Reinforced Concrete” (ACI 318), “Specifications for Structural Concrete for Buildings” (ACI 301), “Recommended Practice for Cold Weather Concreting” (ACI 306), and the ACI Detailing Manual 315. Concrete slabs, patios, driveways, walls and foundations shall be constructed of a minimum 3000 psi concrete, 28 day test, with a 3” minimum to 5” maximum slump maximum, air-entrained to 5 -8%. No additional water shall be added to concrete after slump test is recorded. Cylinders shall be taken from every batch truck and tested for compressive strength at 7 and 28 days. Concrete should be a mix of high grade portland cement, clean sand or granular fill and washed gravel or crushed stone as coarse aggregate per ACI 530. Maximum aggregate size shall be ¾”. All aggregates shall conform to ASTM C33. Gravel should be well graded and not exceed 1 1/2” in size. Water shall not exceed 5 1/2 gallons for each bag, unless sand is very dry. Concrete shall be mixed using an approved batch machine or mobile mixer until uniform in color and providing a 4” minimum to 6” maximum slump.Form Work -All concrete formwork shall be properly constructed and well braced to produce plumb, straight, level and true surfaces. Bowed, pillowed and irregular wall surfaces will not be accepted and may require removal and reconstruction by the form contractor at his expense if directed by the architect and the owner.Reinforcing Steel -Reinforcing steel (rebar) shall be minimum ASTM A615, grade 60. All reinforcing bars shall be placed in accordance with the CRSI “Recommended Practice for Placing Reinforcing Bars”. Continuous reinforcing bars shall lap a minimum of 40 bar diameters. Reinforcing shall be placed using standard bar supports to hold reinforcement securely in place. Protective coverage for reinforcement shall be 3" for concrete placed aqainst earth, 2" for formed concrete, 2" from top for slabs on grade and 1" from top of framed slabs.Welded Wire Mesh -Welded wire fabric shall conform to ASTM A185 and be located in the center of the depth. Lap two squares at all joints and tie together.Anchor Bolts -Cast-in-Place anchor bolts shall conform to ASTM F1554 -Grade 36 or ASTM A36. Anchor bolts for wall framing shall be 1/2 inch diameter, 12 inches long, spaced at 5 ft. maximum and 12 inches maximum from corners and ends. For base plates set on existing concrete, adhesive anchors shall be used. Foundations Cont.Footings -Center all footings on walls, piers, or columns above unless otherwise noted. All footings shall rest on undisturbed material or compacted structural fill with a minimum allowable bearing capacity of 2 tons psf. 1.If structural fill is needed, place structural fill in 8' lifts and compact to 95% density as determined by modified proctor test –ASTM D1557.Footings at building perimeter shall be a minimum of 12” below frost line and 20” wide, (check with local building officials for frost line level) constructed of 3000 psi concrete. Provide 3 -#5 rebar (reinforcing steel) continuous through footers. Provide #5 rebar (reinforcing steel) corner bars at all corners and intersections of footers, beams and walls. Each side should overlap 2’-0”, with a 90 degree bend. Footers shall bear on undisturbed soil and kept free from ground water. Underneath load-bearing walls and interior or exterior column footings, thicken slabs within a 1’ radius to 12”thick. Slab Foundations -Concrete floor slabs shall be constructed of 3000 psi concrete, 4” thick reinforced with 10 gauge 6” x 6” welded-wire mesh continuous and rebar (reinforcing steel) as per plans. Place slabs over well-compacted granular fill compacted in 12 inch lifts to 95 percent density per AASHTO T-180 Proctor, and a 4 or 6 mil vapor barrier. Construction or control joints shall be provided in slabs on grade so that the maximum area between joints shall be 400 sq. ft. and the length of that area is not more than twice the width. Provide smooth steel trowel finish for all interior slab areas and garage surfaces. Provide broom finish texture for all exterior slabs. Slope exterior patio or porch slabs away from building at 1/4” of drop in elevation for every 1’-0” in distance. At garage slab, provide positive drainage and taper lip at garage/overhead door.Poured Concrete Walls -Poured walls shall be constructed of 3600 psi concrete with #5 rebar (reinforcing steel) at 12” x 12” on center (OC) placed in a vertical grid. Thickness of walls shall be a minimum of 8”thick for 8’-0”high, 10”thick for 9’-0”high, 12”thick for 10’-0”high or otherwise noted on the construction documents. Patch all voids and depressions exceeding 3/8 inch in any direction. Provide appropriate waterproofing system around the exterior perimeter and install drainage as specified by manufacturers recommendations. Contractor is responsible for sleaves and other penetrations in the foundation wall and slab-on-grade to accomidate utilities.Expansion Joints -Provide 1/2” thick by 4” wide bituminous expansion joint material at all surfaces where slabs adjoin raised slab, crawlspace or basement stem-wall CMU or poured foundations.FramingStructural Metals - Structural steel work shall conform to “Specification for Structural Steel Buildings” (AISC 1989), “Code of Standard Practice for Steel Buildings and Bridges” (AISC), and “Structural Welding Code” (AWS D1.1). Structural steel shall be detailed in accordance with “Detailing for Steel Construction” (AISC). Wide flange steel beams shall conform to ASTM A572 (Fy = 50 KSI). Hollow structural sections (HSS) shall conform to ASTM A500 Grade B (Fy = 46 KSI). Plates and angles shall conform to ASTM A36. Beam and column connections can be bolted or welded. High strength bolts shall conform to ASTM A325. Minimum diameter shall be 3/4 inch. Fillet welds shall be 1/4 inch minimum. Structural steel shall be painted in the shop with one coat of primer.Metal Fabrication -Install metal detailing as specified on construction documents. Install metal gates, grilles, iron work, etc. to meet all applicable building codes, with appropriate detailing and patterns as shown in construction documents. Metal shall be shop built, welded together, cleaned thoroughly and painted with two coats of an anti-rust primer. After installation, apply an additional coat and anti-rust primer in preparation for finish coats.Rough Carpentry -Framing lumber shall be Spruce-Pine-Fir #2 or better. Pressure treated lumber shall be used where any lumber shall come into contract with concrete, masonry block or soil and when using as support members for decks, porches or balconies. Provide adequate bracing and shoring during the construction process. Studs and joists cut to install plumbing and/or wiring shall be reinforced by adding metal or wood structural reinforcing to strengthen member back to original capacity and maintain structural integrity. Holes bored shall not be larger than 1/3 the depth and not closer than 2” to the top or bottom of the joist. All posts shall be fully blocked between floors with the grain of blocking in a vertical orientation.Framing Cont.Floor Joists:Space floor joists 12” to 16” on center (OC) depending on type of construction, load bearing and spanning capabilities of wood species. Joists shall rest on a minimum 1 1/2” of bearing wood or 3” of masonry. Cut joists flush with the outside edge of sill. If joists are lapped over girder, the minimum amount of lap is 4” and maximum overhang is 12”. Do not lap at wood I-beams. Joists shall be installed so that the end of the sub-floor sheets fall directly on the center of the floor joists. Nail joists at each bearing point using one 8d or 10d nail on each side. Nails shall be at least 1 1/2” from ends. Wood cross bridging shall be at least nominal 1” x 3” lumber with two 6d nails at each end. Install one row of bridging for 8'-0" to 15’-0” spans and over 16’-0” spans install two rows of bridging. Install double header joists & trimmers @ all floor openings. Install double joists under all parallel partitions. Install 1"x3"Wood Sub-floors -3/4” tongue and groove plywood sub-floor shall be installed with both nails and approved sub-floor adhesive. Stagger joints a minimum 2 stud spaces. For attic access, install necessary plywood walkways to meet applicable building codes. In bath and toilet areas use water resistance plywood (underlayment C-C plugged ext. APA) over subfloor.Exterior Walls -All exterior walls shall be constructed with 2”x 6” wood studs at 16”on center (OC), with single bottom plates and double top plates throughout. Provide solid blocking at mid-height of all walls.Wall Sheathing -Between studs and sheathing, install one layer of approved moisture barrier overlapped a minimum of 6”. Provide and install exterior sheathing of a min. ½” rated plywood panels, fiberboard, gypsum board or rigid foam board. For plywood panels, use 6d nails spaced 6” apart on the edges and 12” apart on the studs. For fiberboard sheathing, fasten with roofing nails or button caps spaced 3” apart at edges and 6” apart in the center, a minimum of 3/8” from edges. For Gypsum sheathing use roofing nails or button caps, spaced 4” apart around the edges and 8” apart on the studs. inside. For rigid foam board consult EIFS system for specific manufacturers recommendations.Interior Walls -All interior walls shall be 2” x 4” wood studs at 16” o.c., with single bottom plates and double top plates throughout. Provide solid blocking at mid-height of all walls which exceed 9’-0” in height. Provide solid blocking for handrails, cabinetry and fixture locations throughout project.Ceiling Joists: The size of ceiling joists are determined by span, load and the kind and grade of lumber. Check appropriate spanning charts with local building officials. At openings in ceilings, double joists for structural rigidity.Roof Framing: The size of rafters are determined by span, load and the kind and grade of lumber. At openings in roof, double rafters for structural rigidity. Provide Simpson H2.5 Hurricane ties at every rafter/top plate connection. Connect opposing rafters together with collar ties or with steel strap ties over the ridge (Simpson LSTA21).Roof Decking-Provide and install 5/8" exterior sheathing of APA rated and code certified CDX plywood panels or OSB. Sheathing shall be installed with the face grain running across the rafters, vertical joints staggered. Nails shall be 6d or 8d common smooth, ring-shank or spiral thread nails spaced 6” apart on the ends and 12” apart inside. Install with plywood “H” clips between each piece of decking, every 48”. Install one layer of moisture barrier 30# felt, overlapped a minimum of 6”. Decks, Porches, Balconies –Exterior grade lumber shall be used for exterior decks, porches or balconies. Provide and install galvanized joist hangers to connect 2”x 10” floor joists to the main structure every 12”-16”on center (OC). All handrails shall be constructed so as to prevent passage of a 4” sphere. Provide handrail and detailing as shown in construction documents. Stain and seal wood a minimum of 6 months after installation to allow for proper curing. Wood type shall be a moisture resistant species: redwood, cedar, treated pine, etc.Structural Laminated Beams -Laminated Veneer Lumber (LVL) shall have a modulus of elasticity (E) of 2,000,000 PSI and an allowable bending stress (FB) of 2,800 PSI. LVL’s shall be installed and fastened together per manufacturer’s recommendations. Conform to manufacturer’s recommendations with respect to installation, cutting, notching, and fastening of all engineered lumber.Metal Fasteners -All fasteners for wood members shall be mfg. by the Simpson Co., "Strong Tie" or equal.Thermal and Moisture ProtectionWaterproofing & Dampproofing -All joints and penetrations in walls, floors, and roofs shall be made watertight using approved methods and materials. Waterproofing and dampproofing recommendations contained herein are minimum, check with local code officials for additional requirements.Slab Foundations -Install a minimum (6 mil) polyethylene vapor barrier in all slabs, directly underneath concrete. Lap joints not less than 12 inches and tape and seal in accordance with manufacturers guidelines.Crawlspace Foundations -Install a minimum (4 mil) polyethylene vapor barrier in all crawlspace areas. Lap joints not less than 12 inches and seal in accordance with manufacturers guidelines.Basement Walls –Install necessary waterproofing material system to exterior basement walls and foundation surfaces, from a point 12” below the lowest slab to not less than 6” above finish grade. Install as described in "Foundations" section of this specifications. Insulation -Effective R values shall be in accordance with local and state energy codes. Floor, walls and ceilings insulation shall be installed as noted in the construction documents. All plumbing chases in interior and exterior walls shall be insulated with batt insulation for sound attenuation.Exterior Walls -Wall insulation shall have an R value no less than R-20. Interior Walls -Install 3 1/2”, R-11 batt insulation around baths, laundry rooms and otherwise specified for sound attenuation.Floors -Between crawlspace and first floor, shall have an R value no less than R-30.Ceilings or Roofs-shall have an R value no less than R-38.Foundation -For concrete slab foundation, provide 2”thick x 24”high and 24”wide x 2”thick L-shaped R-10 Styrofoam frost barrier around perimeter of structure if required. Slope away from building at 1” per foot. Install frost wall 48” below finished grade, along garage/overhead door opening.Air Infiltration and Moisture Control -Air leakage for all buildings shall be controlled at openings in the exterior building envelope as per Massachusetts Stretch Energy Code. Caulking, gasketing, weatherstripping, foaming or other sealing is required to limit infiltration: Around window and door frames; sole plates and structural floor; framing joints; around openings for plumbing, electricity, telephone and gas lines in walls, floors and ceilings; at mudsill in conditioned basements or crawlspaces and at all other openings in exterior building envelope. Electric outlet plate gaskets shall be installed on all receptacle, switch or other electrical boxes in exterior and interior walls. The entire structure shall be wrapped with the "Tyvek", or equal infiltration barrier to form a continuous barrier with minimum 8" overlaps at joints. Tyvek should completely cover all component parts of the structure, stapled to sheathing at 30" o.c. and wrapped to inside of door and window openings. See manufacturers instructions for further information. Felts shall be organic fiber base saturated with Bitumen weighing 14-15 lbs. per square. Strips of felt 8" wide shall be installed at heads and jambs of windows and doors just prior to installation of exterior trim. Use on roof or sidewalls not recommended. Provide roof underlayment as required by shingle manufacturer.Flashing and Sheet Metal -Install appropriate flashing at all joints of chimneys, dormers, walls, vent pipes and other connection points to prevent the infiltration of water. Flashing shall be assembled of 26 gauge minimum galvanized, corrosion resistant sheet metal. Valleys shall be wrapped with 20” wide galvanized flashing and extend 10” in each direction from center-line of valley. Use 4”wide x 4”high x 10’long galvanized flashing between wall siding and roof surfaces and step flashing between masonry and roof surfaces. Keep flashing concealed except where exposed on vertical surfaces or counter flashing. Provide Ice and Watershield (W.R. Grace "Bituthane" or equal) minimum of 72" wide at all eaves, valleys and at roof/wall intersections.Doors and WindowsExterior Doors -All exterior doors shall be solid core, insulated and swing inside with weather-tight thresholds. Install weather-stripping around all doors. Install pre-hung door units. See door schedule for door and frame material.Interior Doors -Interior doors shall be pre-hung units. See door schedule for door and frame material.Door Hardware -Finish hardware shall include keyed deadbolt locksets at all exterior doors. Interior doors shall be a combination of privacy and passage locks. See door schedule for door hardware requirements.Windows -Confirm that openings are compliant with all applicable building codes concerning egress, lighting and ventilation requirements. Temper all glass located within 2’-0” from exterior doors, all glass in doors and above tub enclosures, glass greater than 9 sq.ft. in area and a sill height less than 18" above finish floor. Provide and install necessary windows and appropriate hardware to operate and lock windows. Bedroom windows shall comply with Code requirements for emergency escape with appropriate egress hardware. Minimum net clear opening shall be 5.7 sq.ft., minimum net clear width shall be 20”, minimum net clear height shall be 24” and sill height shall not exceed 24” above floor. FinishesGypsum Wallboard -Gypsum board must be held firmly against the framing while fastening to avoid later movement of gypsum board on the shank screws. Interior Walls:Sheath walls and ceilings with 1/2” gypsum wallboard, either vertically with long edges parallel to framing, or horizontally with long edges at right angles to framing members. Apply one layer of 1/2” x 4’ x , 8’, 9’, 10’ or 12’ foot lengths to all wall surfaces. Offset joints between layers at least 10”. Unless otherwise indicated, all interior walls to be covered with a 1/2" "blue board" with a veneer plaster system with metal corner reinforcing.Ceilings: Apply a single layer of 1/2” gypsum wallboard across the supports and fasten with screws. Offset joints between layers at least 10”. Screws are spaced 12” on center (OC). Unless otherwise indicated, all interior walls to be covered with a 1/2" "blue board" with a veneer plaster system with metal corner reinforcing.Fire-Rated Gypsum Wallboard: In garages, around gas water heaters and as required by applicable building codes, install 5/8” Type “X” fire-rated gypsum wallboard.Water Resistant Gypsum Wallboard: Around showers, tubs, whirlpools, or as required by applicable building codes, install 1/2” water resistant drywall or equal.PLEASE NOTE:1.These general notes are provided to expedite the pricing and construction of this building. Local building codes and site conditions must be reviewed and materials changed or amended as required.2.The General Contractor will accept responsibility for specific quantities or qualities listed herein. It is the responsibility of the builder to review these construction documents and confirm the suitability of this building for a particular building site. In addition to the items listed, the owner should select finish materials such as colors and types of paints, stains, tile, carpet, cabinets, counter tops and light fixtures. Also to be considered are the heating/cooling system, wiring, plumbing and exterior sitework.3.Contractor shall verify all conditions and dimensions prior to beginning work and shall notify owner of any discrepancy. Contractor shall be responsible for any variations or deviations from the plans without written confirmation from designer.4. The contractor shall supervise and direct the work and shall be solely responsible for the construction means, methods, techniques, sequencing and procedures. The contractor shall be responsible for the use of construction techniques and procedures that are best suited to achieve safe execution of the work.Scale:Project #:Date:Drawn by:Checked by: 12" = 1'-0"G0.2PROJECT SPECS17024Residential RenovationBuonfiglio & Nabout05.30.2017GWRG85 Bridge Street, Salem, MA 01970No. DateDescription
COLUMN OR GRID LINEA1PROPERTY LINECENTER LINEMATCH LINE SYMBOLDWG XXXXBREAK LINEOUTLINE OF OBJECT ABOVEDETAIL KEY TYPE 1DETAIL KEY TYPE 2SECTION KEYEXTERIOR ELEVATION REFERENCEINTERIOR ELEVATION REFERENCEELEVATION SYMBOL(ELEVATION & SECTION)ROOM NAME & NUMBERREVISION CLOUDEQUIPMENT TAGDEMOLITION KEY NOTE SYMBOLWALL TYPE SYMBOLGRAPHIC SCALENORTH ARROWSVEHICULAR TRAFFIC DIRECTIONDOOR NUMBERWINDOW NUMBERLOUVER NUMBERACCESSIBLE SYMBOLFLOOR DRAIN/ SINKEMERGANCY LIGHTSWITH EXIT SIGNFIRE EXTINGUISHERCABINETFEFESURFACE MOUNTEDSEMI-RECESSEDFDFSPROJECT NORTHNTITLE REFERENCE NO.DRAWING SCALEREFERENCE WHERE DWG CONTINUES DETAIL DESIGNATIONSHEET ON WHICHDETAIL IS DRAWNDETAIL DESIGNATIONSHEET ON WHICHDETAIL IS DRAWNSECTION DESIGNATIONSHEET ON WHICHSECTION IS DRAWNELEVATION DESIGNATIONSHEET ON WHICHELEVATION IS DRAWNELEV # ON SHEETSHEET ON WHICHELEVATION IS DRAWNDRAWING TITLE REFERENCEROOM NAME1234CLOUD TO ENCOMPASSREVISED AREAREVISION DESIGNATIONRRXXX1 #NUMBER/ LETTER INDICATESWALL TYPEXXXPLCL08’16’KEY NOTE SYMBOL1xxxxxxEMERGENCY LIGHTSNUMBERS RIGHT TO LEFTLETTERS TOP TO BOTTOMREFERENCES1A101SIMA1011Ref1Ref1Ref1RefNameElevation1A101SIM1A101SIMA1011SIM1View Name1/8" = 1'-0"TITLE NAMEScale:Project #:Date:Drawn by:Checked by: 12" = 1'-0"G0.3ABBREVIATIONS & REFERENCES17024Residential RenovationBuonfiglio & Nabout05.30.2017GWRG85 Bridge Street, Salem, MA 01970ABBREVIATIONSSEC SECTIONSHNG SHINGLESHT SHEETSIDG SIDINGSIM SIMILARSL SLIDING / SCORE LINESM SHEET METALSML SMALLSPEC SPECIFICATIONSQ SQUARESR SEMI-RECESSEDSS SERVICE SINK / SMOKE SEALSSTL STAINLESS STEELSTA STATIONSTD STANDARDSTL STEELSTOR STORAGESTRUC STRUCTURAL / STRUCTURESUSP SUSPENDEDSW SWITCHSWBD SWITCHBOARDSYM SYMMETRICALSYS SYSTEMT TILETBA TOILET & BATHROOM ACCESSORYTBD TO BE DETERMINEDTEMP TEMPERATURETN TRUE NORTHTV TELEVISIONU/G UNDER GROUNDUC UNDER CONSTRUCTIONUL UNDERWRITERS LABORATORIESUR URETHANEUT UTILITYVAV VARIABLE AIR VOLUMEVB VINYL BASEVFCI VENDOR FURNISHED CONTRACTOR INSTALLEDVFVI VENDOR FURNISHED VENDOR INSTALLEDVIF VERIFY IN FIELDVIN VINYLVNR VENEERVT VINYL TILEVTR VENT THROUGH ROOFW WIDE FLANGEWC WALL COVERINGWD WOODWDP WOOD PANELWF WALL FABERICWGL WIRE-GLASSWH WALL HUNGWIN WINDOWSWIP WORK IN PROGRESSWM WALL MOUNTEDWPR WATERPROOFINGWR WATER RESISTANTWS WEATHERSTRIPPING WINDOW SILLWT WATERTIGHT / WATER TABLEWWF WELDED WIRE FABERICWWT WASTE WATER TREATMENTYD YARDYR YEARZS ZINC-COATED STEELABBREVIATIONSOD OUTSIDE DIAMETER / OUTSIDE DIMENSION /OVERFLOW DRAINOFCI OWNER FURNISHED CONTRACTOR INSTALLEDOFOI OWNER FURNISHED OWNER INSTALLEDOFVI OWNER FURNISHED VENDOR INSTALLEDOH OVER-HEADOHCD OVER-HEAD COILING DOOROPNG OPENINGOPP OPPOSITEPD PRE-DESIGNPJ PANEL JOINTPL PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTERPLBG PLUMBINGPLF POUNDS PER LINEAR FOOTPLT PLATEPN PROJECT NORTHPO PURCHASE ORDERPOC POINT OF CONNECTIONPR PAIRPROJ PROJECTPSF POUND PER SQUARE INCHPT PAINTPTD PAINTEDPVC POLYVINYL CHLORIDEPVMT PAVEMENTQA QUALITY ASSURANCEQC QUALITY CONTROLQT QUARRY TILEQTR QUARTERQTY QUANTITYR RISERRA RETURN AIRRAD RADIUSRB RUBBER BASERCP REFLECTED CEILING PLANRD ROOF DRAINREF REFERENCE / REFRIGERATORREFRIG REFRIGERATIONREINF REINFORCEDREL RELOCATEREQD REQUIREDRESIL RESILIENTRH RIGHT HANDRM ROOMRND ROUNDRO ROUGH OPENINGROW RIGHT OF WAYRTU ROOF TOP UNITS SOUTHSA SUPPLY AIRSC SOLID CORESCH SCHEDULESD STORM DRAIN / SCHEMATIC DESIGNABBREVIATIONSID INSIDE DIMENSION / INSIDE DIAMETERIN INCHESINCL INCLUDINGINFO INFORMATIONINSUL INSULATIONINT INTERIORINV INVERTIT INFORMATION TECHNOLOGYJAN JANITORJB JUNCTION BOXJST JOISTJT JOINTKB KNEE BRACEKIP KILOPOUNDL ANGLELAB LABORATORYLAM LAMINATELAT LATITUDELAV LAVATORYLCD LIQUID CRYSTAL DISPLAYLED LIGHT EMITTING DIODELF LINEAR FEETLH LEFT HANDLMB LIQUID MARKER BOARDLONG LONGITUDELT LIGHTLV LOW VOLTAGELWR LOWERMAN MANUALMAX MAXIMUMMD MAN DOORMECH MECHANICALMED MEDIUMMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMLDG MOLDINGMO MASONRY OPENINGMP METAL PANELMTD MOUNTEDMTG MOUNTINGMTL METALMUL MULLIONN NORTHN/A NOT APPLICABLENA NOT AVAILABLENFPA NATIONAL FIRE PROTECTION ASSOCIATIONNG NATURAL GASNIC NOT IN CONTRACTNOM NOMINALNRP NON-REMOVABLE PINNTS NOT TO SCALEOC ON CENTER / OPEN CELLABBREVIATIONSEXT EXTERIORFA FIRE ALARMFB FLAT BARFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FLOOR FINISH, FACTORY FINISHFG FINISH GRADEFGL FIBERGLASSFH FIRE HYDRANTFIN FINISHFLAM FLAMMABLEFLG FLASHINGFLOUR FLUORESCENTFLR FLOORFO FACE OFFOC FACE OF CONCRETEFOF FACE OF FINISHFOS FACE OF STUDFPL FIREPLACEFR FIRE RATEDFRMG FRAMINGFS FLOOR SINK / FINISH SURFACE / FULL SIZEFSR FIRE SPRINKLER RISERFT FOOT, FEETFTG FOOTINGFURR FURRINGGA GAUGEGALV GALVANIZEDGB GRADE BREAKGBX GYPSUM BOARD TYPE 'X'GC GENERAL CONTRACTORGEN GENERATORGIS GEOGRAPHICAL INFORMATION SYSTEMGR GRADEGRD GROUNDGS GALVANIZED STEELGWB GYPSUM WALL BOARDGYP BD GYPSUM BOARDHB HOSE BIBHC HOLLOW CORE / HEATING COILHD HIGH DENSITYHDCP HANDICAPPEDHDR HEADERHDW HARDWAREHGT HEIGHTHM HOLLOW METALHOR HORIZONTALHP HIGH POINTHR HOURHS HAND WASH SINKHT HOOKED TIEHV HIGH VOLTAGEHW HOT WATERABBREVIATIONSCC CLOSED CELLCD CONSTRUCTION DOCUMENTSCEM CEMENTCFM CUBIC FEET PER MINUTECG CORNER GUARDCJ CONTROL JOINTCKT CIRCUITCL CENTER LINE / CHAIN LINKCLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCNTR CENTERCNTRL CONTROLCOL COLUMNCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCORR CORRUGATEDCPT CARPETCR CARD READERCSMT CASEMENTCT CERAMIC TILECW COLD WATER / CASEWORKDBL DOUBLEDD DESIGN DEVELOPMENTDEPT DEPARTMENTDF DRINKING FOUNTAINDFA DRINKING FOUNTAIN ACCESSIBLEDH DOUBLE HUNGDIA DIAMETERDIM DIMENSIONDN DOWNDR DOORDTL DETAILDWG DRAWINGDWR DRAWERE EASTEA EACHEFV EXISTING FIELD VERIFYEG EMERGENCY GENERATOREJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATORENCL ENCLOSUREENGR ENGINEEREP EPOXYEPDM ETHYLENE PROPYLENE DIENE MONOMEREQ EQUALEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREWS EYE WASH STATIONEXH EXHAUSTEXIST EXISTINGEXP EXPANSION, EXPOSEDABBREVIATIONS# POUND, NUMBER% PERCENT& AND@ ATA AUTOMATICAB ANCHOR BOLTABV ABOVEAC AIR CONDITIONINGACOUS ACOUSTICALACR ACRYLICACT ACOUSTICAL CEILING TILEAD AREA DRAINADA AMERICANS WITH DISABILITIES ACTADD ADDITIONALADJ ADJUSTABLE, ADJACENTAFF ABOVE FINISH FLOORAIA AMERICAN INSTITUTE OF ARCHITECTSAL ALUMINUMALM ALARMALS ASSISTIVE LISTENING SYSTEMALT ALTERNATEAM ARCHITECTURAL MILLWORKAMT AMOUNTAP ACCESS PANELAPPROX APPROXIMATEAPT APARTMENTARCH ARCHITECTURALASCT ACOUSTICAL SUSPENDED TILEASPH ASPHALTASSOC ASSOCIATIONASSY ASSEMBLYASTM AMERICAN SOCIETY OF TESTING MATERIALSAV AUDIO VISUALAVG AVERAGEAWN AWNINGAWP ACOUSTICAL WALL PANELBD BOARDBDRM BEDROOMBIM BUILDING INFORMATION MODELINGBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAM / BENCH MARKBN BID NEGOTIATIONBO BOTTOM OFBOT BOTTOMBR BRONZEBSMT BASEMENTBTU BRITISH THERMAL UNITSC CHANNELCA CONSTRUCTION ADMINISTRATIONCAB CABINETCAD COMPUTER AIDED DRAFTINGCB CATCH BASINCBC CALIFORNIA BUILDING CODENo. DateDescription
FURNUPFURNHalf switched duplex outletSwitchThree way switchF/L36" Recessed FixtureHalf switched duplex outlet -Ground Fault InterrupterSurface mounted lightSMLFan / Light FixtureCable & DataPendant FixtureWall SconceFluorescent Strip Light6ELECTRICAL LEGENDQuad outletHeater / Light FixtureWall FanElectrical Panel4" Recessed Fixture4Two way switch2WFDimmer switchDJSwitched OutletJunction BoxMotion SensorH/LGFISCSmoke & Carbon Monoxide DetectorSmoke & Carbon DetectorSWall Wash Strip Up Lights12STORAGEMECHANICAL ROOMRELOCATED EXISTING FUEL OIL TANK (or remove)2A3.11A3.1001W12x26W12x30FILL UNDER SLAB2'-6"x2'-6"x1'0" COLUMN FOOTING2'-6"x2'-6"x1'0" COLUMN FOOTING2'-6"x2'-6"x1'0" COLUMN FOOTING3 1/2" ID SWP COLUMN UP TO W12x30 @ T.O.MAIN FLOOR TOP PLATE 12EXISTING FUEL OIL TANKSTORAGEMECHANICAL ROOM2A3.11A3.13 1/2" ID SWP COLUMNW12x26W12x30FILL UNDER SLAB2'-6"x2'-6"x1'0" COLUMN FOOTING2'-6"x2'-6"x1'0" COLUMN FOOTING2'-6"x2'-6"x1'0" COLUMN FOOTING3 1/2" ID SWP COLUMN UP TO W12x30 @ T.O.MAIN FLOOR TOP PLATE REMOVE STAIRREMOVEPARTITIONExisting Floor Or Ceiling To Be RemovedExisting Wall To Be RemovedWall Symbol KeyExisting Wall To RemainNew Stud WallDimensioning Notes:1. Interior dimensions are to the face of stud at new walls and to the face of finish at existing walls.2. Exterior dimensions are to the face of framing, centerline of opening, or to the rough opening, unless otherwise noted.NScale:Project #:Date:Drawn by:Checked by:As indicatedA1.0BASEMENT PLAN17024Residential RenovationBuonfiglio & Nabout05.30.2017GWRG85 Bridge Street, Salem, MA 01970GENERAL NOTES - FLOOR PLANS1. All dimensions at the windows are to the center line.2. Interior dimensions are to the face of stud at new walls and tothe face of finish at existing walls.3. Exterior dimensions are to the face of framing, centerline ofopening, or to the rough opening, unless otherwise noted.4. Prior to construction, verify all critical dimensions with existingsite conditions and manufacturer specifications.5. See floor elevations & sections for additional door/windowinformation. 1/4" = 1'-0"1Basement Plan NEW CONSTRUCTION 1/4" = 1'-0"2Basement Plan DEMONo. DateDescription
UPDNUPDWREF.REF.DWUPDNSTAIR 12-100STAIR 22-10126' - 5 3/8"13' - 5 1/2"4' - 0"BED 11-103BED 11-112BED 21-111BEDROOM 21-106BATH 11-109BATH 21-110LIVING / DINING1-107KITCHEN1-1089' - 2 1/2"6' - 4"9' - 8 1/8"11' - 6 3/8"10' - 7 15/16"2' - 11 7/8"17' - 4 13/16"17' - 5 1/4"19' - 5 1/4"11' - 8 3/4"4' - 7 1/2"7' - 10"8' - 7 1/2"17' - 2 1/4"4' - 10 3/4"4' - 4 3/4"19' - 1 3/4"20' - 0 3/4"PROPERTY LINE5 PARKING SPACES6' - 3"9' - 9 3/16"4' - 2 13/16"REAR ENTRANCEFRONT ENTRANCE9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"50' - 2 5/8"W/DW/D18' - 0"KITCHEN1-102LIVING/DINING1-101BATH 11-1043' - 1 1/2" 3' - 1 1/2"2' - 10"BATH 21-105CLOSET9' - 0"18' - 0"CLOSETCLOSETCLOSETCLOSETLINCLOSET18' - 0"PARKING SPACE2A3.13' - 8 1/2"2' - 10 3/4"4' - 6 1/2"5' - 1 3/4"10' - 3 1/4"3' - 2 3/4"3' - 2 3/4"7' - 6 3/4"7' - 1"3' - 4 1/2"12' - 4 5/8"DN12' - 3 1/4"3' - 11"16' - 4 1/4"7' - 11"4' - 2 1/2"3' - 9 1/4"5' - 5 1/2"2' - 0"3' - 6"10' - 10 5/8"2' - 3 1/2"8' - 6 3/4"8' - 9 1/4"7' - 4"8' - 1"3' - 5 3/4"7' - 9 1/2"5' - 8"6' - 9"2' - 4 1/2"10' - 7 1/8"5' - 1 1/8"2' - 1"4' - 0"2' - 1 1/8"7' - 2 5/8"1031041091121111161151141131011051461061171181071021001101081A3.1DN12MAINTENANCE SHOPLOBBYSHIPPING / RECEIVINGWOOD LOADING PLATFORMCONCRETE LOADING PLATFORMCONCRETE LOADING PLATFORMOVERHEAD DOORDNDNUPSTORAGE2A3.11A3.1Existing Floor Or Ceiling To Be RemovedExisting Wall To Be RemovedWall Symbol KeyExisting Wall To RemainNew Stud WallDimensioning Notes:1. Interior dimensions are to the face of stud at new walls and to the face of finish at existing walls.2. Exterior dimensions are to the face of framing, centerline of opening, or to the rough opening, unless otherwise noted.NScale:Project #:Date:Drawn by:Checked by: 1/4" = 1'-0"A1.1FIRST FLOOR PLAN17024Residential RenovationBuonfiglio & Nabout05.30.2017GWRG85 Bridge Street, Salem, MA 01970GENERAL NOTES - FLOOR PLANS1. All dimensions at the windows are to the center line.2. Interior dimensions are to the face of stud at new walls and tothe face of finish at existing walls.3. Exterior dimensions are to the face of framing, centerline ofopening, or to the rough opening, unless otherwise noted.4. Prior to construction, verify all critical dimensions with existingsite conditions and manufacturer specifications.5. See floor elevations & sections for additional door/windowinformation.Product & Material Info - Floor Plans 1/4" = 1'-0"1First Floor Plan NEW CONSRUCTION 1/4" = 1'-0"2First Floor Plan DEMONo. DateDescription
DNDNREF.DWDWREF.DNDNSTAIR 12-200BED 12-204KITCHEN2-208BATH 12-210STAIR 22-201BED 22-212BED 12-213LIVING / DINING2-209BATH 22-21112' - 3"10' - 3 1/2"9' - 2 1/2"6' - 4"10' - 8"11' - 6 1/4"9' - 8"17' - 2 1/2"11' - 7 1/4"9' - 7 15/16"16' - 10 1/16"17' - 5"6' - 4 1/2"4' - 6 1/4"4' - 7 1/2"7' - 10 1/4"19' - 5 1/4"6' - 8 3/4"8' - 9"13' - 6"10' - 10 3/4"8' - 9 1/2"16' - 11 1/2"7' - 4 3/4"CLOSETLINKITCHEN2-203LIVING/DINING2-202BED 22-207BATH 12-205BATH 22-206CLOSET2' - 11"3' - 1 1/2"5' - 8 1/4" 3' - 1 1/2"W/DW/D2A3.12042022002072032062052012082132122142092162112102154' - 10"3' - 7"7' - 0 3/4"3' - 4 1/2"5' - 2"7' - 6 3/4"8' - 0 1/4"3' - 2 3/4"3' - 2 3/4"4' - 10 3/4"4' - 5"15' - 1 1/4"12' - 4"3' - 10 1/2"2' - 1"6' - 1"4' - 0"7' - 6"13' - 4"6' - 7 1/4"2' - 3 3/4"10' - 10"10' - 6 1/2"8' - 2 3/4"35' - 0"26' - 0 1/2"26' - 6"2' - 4 1/2"13' - 0 1/2"13' - 10 3/4"12' - 0 1/2"8' - 4 1/2"3' - 5 3/4"3' - 6 1/2"1A3.13' - 4 1/2"12OFFICEOFFICEOFFICEOFFICEKITCHENOPEN BELOWCORRIDOR2A3.11A3.1Existing Floor Or Ceiling To Be RemovedExisting Wall To Be RemovedWall Symbol KeyExisting Wall To RemainNew Stud WallDimensioning Notes:1. Interior dimensions are to the face of stud at new walls and to the face of finish at existing walls.2. Exterior dimensions are to the face of framing, centerline of opening, or to the rough opening, unless otherwise noted.NScale:Project #:Date:Drawn by:Checked by: 1/4" = 1'-0"A1.2SECOND FLOOR PLAN17024Residential RenovationBuonfiglio & Nabout05.30.2017GWRG85 Bridge Street, Salem, MA 01970GENERAL NOTES - FLOOR PLANS1. All dimensions at the windows are to the center line.2. Interior dimensions are to the face of stud at new walls and tothe face of finish at existing walls.3. Exterior dimensions are to the face of framing, centerline ofopening, or to the rough opening, unless otherwise noted.4. Prior to construction, verify all critical dimensions with existingsite conditions and manufacturer specifications.5. See floor elevations & sections for additional door/windowinformation.Product & Material Info - Floor Plans 1/4" = 1'-0"1Second Floor Plan NEW CONSTRUCTION 1/4" = 1'-0"2Second Floor Plan DEMONo. DateDescription
First Floor100' - 0"Second Floor112' - 3"12GARAGE SLAB96' - 9 1/2"1A3.1First Floor100' - 0"Second Floor112' - 3"12GARAGE SLAB96' - 9 1/2"FOUNDATION INFILLRaised Floor97' - 2"1A3.1201102First Floor100' - 0"Second Floor112' - 3"GARAGE SLAB96' - 9 1/2"2A3.1DEMO OPENING FOR NEW WINDOWS, TYP.First Floor100' - 0"Second Floor112' - 3"GARAGE SLAB96' - 9 1/2"2A3.1Raised Floor97' - 2"202202202103103103Scale:Project #:Date:Drawn by:Checked by: 1/4" = 1'-0"A2.1ELEVATIONS I17024Residential RenovationBuonfiglio & Nabout05.30.2017GWRG85 Bridge Street, Salem, MA 01970General Notes - Elevations1. Prior to construction, verify all critical dimensionswith existing site conditions and manufacturespecifications.2. All plate heights determined by proposedstructural members and conection systems. Trueplate heights shall be verified by contractoraccording to sizes of actual members used andfield construction conditions.3. See floor plans & sections for additionaldoor/window information.Product & Material Info - Elevation 1/4" = 1'-0"1EX East Elevation 1/4" = 1'-0"2NEW East Elevation 1/4" = 1'-0"3EX North Elevation 1/4" = 1'-0"4NEW North ElevationNo. DateDescription
First Floor100' - 0"Second Floor112' - 3"12GARAGE SLAB96' - 9 1/2"Raised Floor97' - 2"1A3.1DEMO OPENING FOR NEW WINDOWS, TYP.First Floor100' - 0"Second Floor112' - 3"12GARAGE SLAB96' - 9 1/2"Raised Floor97' - 2"1A3.1100200First Floor100' - 0"Second Floor112' - 3"GARAGE SLAB96' - 9 1/2"2A3.1Raised Floor97' - 2"DEMO OPENING FOR NEW WINDOWS, TYP.First Floor100' - 0"Second Floor112' - 3"GARAGE SLAB96' - 9 1/2"2A3.1Raised Floor97' - 2"101101Scale:Project #:Date:Drawn by:Checked by: 1/4" = 1'-0"A2.2ELEVATIONS II17024Residential RenovationBuonfiglio & Nabout05.30.2017GWRG85 Bridge Street, Salem, MA 01970General Notes - Elevations1. Prior to construction, verify all critical dimensionswith existing site conditions and manufacturespecifications.2. All plate heights determined by proposedstructural members and conection systems. Trueplate heights shall be verified by contractoraccording to sizes of actual members used andfield construction conditions.3. See floor plans & sections for additionaldoor/window information.Product & Material Info - Elevation 1/4" = 1'-0"1EX West Elevation 1/4" = 1'-0"2NEW West Elevation 1/4" = 1'-0"3EX South Elevation 1/4" = 1'-0"4NEW South ElevationNo. DateDescription
First Floor100' - 0"Second Floor112' - 3"Basement90' - 8 1/2"Upper T.O. Plate120' - 3"2A3.13' - 0 1/4"RELOCATED OR REMOVED FUEL OIL TANKCEILING OVER BASEMENT STAIREXISTING W12x30BEYONDEXISTING CHIMNEY7"11"First Floor100' - 0"Second Floor112' - 3"Upper T.O. Plate120' - 3"T.O. Fndn.98' - 8"12B.O. FROST92' - 6 1/4"GARAGE SLAB96' - 9 1/2"Raised Floor97' - 2"1A3.1EXISTING 14" DEEP WOOD TRUSS @ 24" OCEXISTING W12x30NEW RAISED FLOOR ------------9' - 0"NEW CEILING NEW CEILING Scale:Project #:Date:Drawn by:Checked by: 1/4" = 1'-0"A3.1BUILDING SECTIONS I17024Residential RenovationBuonfiglio & Nabout05.30.2017GWRG85 Bridge Street, Salem, MA 01970General Notes - Sections1. Prior to construction, verify all critical dimensions withexisting site conditions and manufacture specifications.2. All plate heights determined by proposed structuralmembers and conection systems. True plate heights shallbe verified by contractor according to sizes of actualmembers used and field construction conditions.3. See floor plans & elevations for additional door/windowinformation.Product & Material Info - Sections 1/4" = 1'-0"1Long Section at Front Stair - New Construction 1/4" = 1'-0"2Short Section at Raised Floor - New ConstructionNo. DateDescription
UPDNDWREF.REF.DWUPDNDWREF.REF.DW122A3.11A3.1STORAGEINFILL STAIR OPENING WITH 9 1/2"TJI 110s@16"O.C.-BEAR ON EXISTING STEEL BEAMS W/BLOCKING AS REQ'D TO LEVEL W/T.O. EXIST JOISTS, SHEATH WITH SUBFLOOR LEVEL TO EXISTING2X4 STUD SUPPORT WALLSBELOW 2x8s @16"o.c.w/ BLOCKING BTW OVER SUPPORT WALLSPT 2x4s @16"o.c.SET ON EDGE ON EXIST SLAB OVER VAPOR BARRIER, SPRAY FOAD BTW W/ CLOSED CELL FOAM, CONFIRM LEVEL.SHEATH WITH 3/4" 'ADVANTEK'UP3 RISERS@ 7"PERIMETER EDGE BAND-TYPSTAIR 12-21417 RISERS @7",15 TREADS @ 11"2X12 STRINGERS -TYPICAL 7' -3 "2x8's AT LANDINGSEXISTING STEEL2A3.11A3.1STAIR 12-100STAIR 22-10113' - 5"BED 11-103BED 11-112BED 21-111BEDROOM 21-106BATH 11-109BATH 21-110LIVING / DINING1-107KITCHEN1-1089' - 2"6' - 4"17' - 5 1/4"19' - 4 3/4"17' - 2 1/4"6' - 3"REAR ENTRANCEFRONT ENTRANCEW/DKITCHEN1-102LIVING/DINING1-101BATH 11-1043' - 0 1/2"BATH 21-1055' - 2 3/4"10' - 2 3/4"7' - 6 3/4"3' - 4 1/2"12' - 2 3/4"3' - 10"16' - 3 3/4"3' - 7"3' - 6"2' - 3 1/2"3 1/2"5 1/4"EXISTING STEEL BEAM SUPPORTING EXIST. 14" WD TRUSS JOISTS2 1 3/4"x9 1/4" LVLsDROPPED 2'-6" BELOWTRUSS JOISTS TO SUPPORT STUD WALL FRAME TO TRUSS JOISTS TO ALLOW PASSAGE OF SPRINKLER PIPE3 1 3/4"x9 1/4" 2.0E LVLs TO REPLACEEXSITNG STUD BEARING WALL4X4 POST TO STEEL BEAM BELOW 1ST FLOORMOUNT ON HANGER ON EXIST WD POST.DN21 RISERS @7",19 TREADS @ 11"3' - 4"INFILL OPENING WITH 14" TJI 110S@16"O.C.-BEAR ON NEW LVLs AND NEW STAIRWELL WALL2X12 STRINGERS -TYPICALFRAMING LEGENDFRAMING MEMBERFRAMING MEMBER BELOWEXISTING MEMBEREXISTING MEMBER BELOWFLUSH BEAMDROPPED BEAMHEADERPOSTJOIST HANGERNScale:Project #:Date:Drawn by:Checked by: 1/4" = 1'-0"A4.1FRAMING PLANS17024Residential RenovationBuonfiglio & Nabout05.30.2017GWRG85 Bridge Street, Salem, MA 01970 1/4" = 1'-0"1FIRST FLOOR FRAMING PLAN 1/4" = 1'-0"2SECOND FLOOR FRAMING PLANGeneral Notes - Framing Plans1. All floor joists @ 16 o.c. unless otherwise noted.2. Provide solid blocking to foundation at all bearing posts.3. Double all joists below partitions parallel with joists.4. Provide mid-span bridging at all spans over 10'-0".5. Provide double joists at all sides of all openings unless otherwisenoted.6. All framing materials shall be a minimum of no. 1 or no.2 constructiongrade lumber with a maximum moisture content of 16%. Plywood shallbe agency certified and stamped by APA, exterior glue required for allplywood except finish work.7. All framing and sheathing fastenings shall conform to the "fastenerschedule for structural members" in the international building code.See specification sheet for applicable documentation.8. Substitution for any referenced manufactutured wood trade marksmust be checked and verified by supplier.9. All built-up engineered wood beams must be connected permanufacturer's recommendations.10. Manufacturer’s specifications regarding installation must be followedfor all "engineered wood products."for all "engineered wood products."11. Joist hangers and metal connectors shall be galvanized, and shall besimpson or equal. Use galvanized or stainless steel nails for all exteriorblocking, framing, trim, and siding. Use correctly sized beam and joisthangers for all 'flush framed' beams and joists.12. All exterior untreated framing lumber shall be cased with trim andcontinuously flashed on exposed horizontal surfaces.13. Blocking shall be installed on the handrail side of the stair to receivehandrail application. These blocks shall be installed so as to withstanda lateral force of 200#.14. Similar blocking shall be installed where required for all toiletaccessories and cabinetry or shelving application.15. Dimensional discrepancies shall be brought to the attention of theowner or designer.16. This drawing is a graphic representation of the framing for thisstructure. Contractor shall not scale this drawing for the location offraming members refer to the plans, elevations and sections fordimensions and heights. Field verify any existing conditions beforeordering.GENERAL NOTES - FLOOR PLANS1. All dimensions at the windows are to the center line.2. Interior dimensions are to the face of stud at new walls and tothe face of finish at existing walls.3. Exterior dimensions are to the face of framing, centerline ofopening, or to the rough opening, unless otherwise noted.4. Prior to construction, verify all critical dimensions with existingsite conditions and manufacturer specifications.5. See floor elevations & sections for additional door/windowinformation.No. DateDescription
Scale:Project #:Date:Drawn by:Checked by:A6.0SCHEDULES17024Residential RenovationBuonfiglio & Nabout05.30.2017GWRG85 Bridge Street, Salem, MA 01970No. DateDescriptionDOOR AND FRAME SCHEDULE1DOORNOLOCATION DOOR TYPE DOOR MATLFRAMEMATLWidth Height Thickness Finish Hardware Group Comments001 BASEMENT FLUSH SLD CORE WD 3' - 0" 6' - 8" 1 3/8" PTD1 HOUR ( ALT. 1 HR. METAL DOOR)100 2-100 STAIR 1 FLUSH SLD CORE WD 2' - 8" 6' - 8" 1 3/8"PTD CLASSROOM LOCK101 1-101 LIVING / DINING PANEL SLD CORE WD 3' - 0" 6' - 8" 1 3/8" PTD ENTRY 1 HOUR ( ALT. 1 HR. METAL DOOR)102 2-101 STAIR 2 PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8"PTD CLASSROOM LOCK103 1-103 BED 1 PANEL SLD CORE WD 2' - 8" 6' - 8" 1 3/8" PTD PRIVACY104 1-104 BATH PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTDPRIVACY105 1-105 BATH 2 PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PRIVACY106 1-106 BEDROOM 2 PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PRIVACY107 1-107 LIVING / DINING PANEL SLD CORE WD 3' - 0" 6' - 8" 1 3/8" PTD ENTRY 1 HOUR ( ALT. 1 HR. METAL DOOR)108 2-101 STAIR 2 PANEL SLD CORE WD 3' - 0" 7' - 0" 1 3/4"PTD ENTRY109 1-109 BATH 1 PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PRIVACY110 1-110 BATH 2 PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PRIVACY111 1-111 BED 2 PANEL SLD CORE WD 2' - 8" 6' - 8" 1 3/8" PTD PRIVACY112 1-112 BED 1 PANEL SLD CORE WD 2' - 8" 6' - 8" 1 3/8" PTD PRIVACY113 1-101 LIVING / DINING PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PASSAGE114 1-103 BED 1 SLIDING-CLOSET SLD CORE WD 6' - 0" 6' - 8" 1 3/8" PTD SLIDING HARDWARE115 1-112 BED 1 SLIDING-CLOSET SLD CORE WD 6' - 0" 6' - 8" 1 3/8" PTD SLIDING HARDWARE116 1-111 BED 2 SLIDING-CLOSET SLD CORE WD 5' - 0" 6' - 8" 1 3/8" PTD SLIDING HARDWARE117 1-107 LIVING / DINING BI-FOLD SLD CORE WD 2' - 8" 6' - 8" 1 3/8" PTD BI-FOLD / MAGNET CATCH118 1-107 LIVING / DINING PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PASSAGE146 1-106 BEDROOM 2 PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PASSAGE200 2-202 LIVING / DINING PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PASSAGE201 2-204 BED 1 SLIDING-CLOSET SLD CORE WD 6' - 0" 6' - 8" 1 3/8" PTD N/A202 2-202 LIVING / DINING PANEL SLD CORE WD 3' - 0" 6' - 8" 1 3/8" PTD ENTRY 1 HOUR ( ALT. 1 HR. METAL DOOR)203 2-207 BED 2 PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PASSAGE204 2-204 BED 1 PANEL SLD CORE WD 2' - 8" 6' - 8" 1 3/8" PTD PRIVACY205 2-205 BATH 1 PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PRIVACY206 2-206 BATH 2 PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PRIVACY207 2-207 BED 2 PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PRIVACY208 2-213 BED 1 SLIDING-CLOSET SLD CORE WD 6' - 0" 6' - 8" 1 3/8" PTD SLIDING HARDWARE209 2-209 LIVING / DINING PANEL SLD CORE WD 3' - 0" 6' - 8" 1 3/8" PTD ENTRY 1 HOUR ( ALT. 1 HR. METAL DOOR)210 2-210 BATH 1 PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PRIVACY211 2-211 BATH 2 PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PRIVACY212 2-212 BED 2 PANEL SLD CORE WD 2' - 8" 6' - 8" 1 3/8" PTD PRIVACY213 2-213 BED 1 PANEL SLD CORE WD 2' - 8" 6' - 8" 1 3/8" PTD PRIVACY214 2-212 BED 2 SLIDING-CLOSET SLD CORE WD 5' - 0" 6' - 8" 1 3/8" PTD SLIDING HARDWARE215 2-209 LIVING / DINING BI-FOLD SLD CORE WD 2' - 8" 6' - 8" 1 3/8" PTD BI-FOLD / MAGNET CATCH216 2-209 LIVING / DINING PANEL SLD CORE WD 2' - 6" 6' - 8" 1 3/8" PTD PASSAGEWINDOW SCHEDULETYPEMARKMODEL # CountMANUFACTURERDescriptionR.O.WIDTHR.O.HEIGHTSill Height TYPE HEADER / FRAMING100 TW2614 1 ANDERSENDOUBLE VERTICAL RIBBON JOINTEDUNIT5' - 3 3/16" 5' - 0 7/8" 1' - 8 1/2" 400 SERIES DOUBLE HUNG - 6 X 6 EQUAL LIGHT GRILLE OPTION 2 - 2 x 8 W/ DOUBLE JACK STUDS101 TW2614 2 ANDERSEN SINGLE UNIT 2' - 8 1/8" 5' - 0 7/8"1' - 8 1/4" 400 SERIES DOUBLE HUNG - 6 X 6 EQUAL LIGHT GRILLE OPTION 2 - 2 x 8 W/ DOUBLE JACK STUDS102 TW2614 1 ANDERSENTRIPLE VERTICAL RIBBON JOINTEDUNIT7' - 11 1/2" 5' - 0 7/8" 1' - 8 1/4" 400 SERIES DOUBLE HUNG - 6 X 6 EQUAL LIGHT GRILLE OPTION 2 - 2 x 10 W/ DOUBLE JACK STUDS103 TW2614 3 ANDERSENDOUBLE VERTICAL RIBBON JOINTEDUNIT5' - 3 3/16" 5' - 0 7/8" 1' - 8 1/2" 400 SERIES DOUBLE HUNG - 6 X 6 EQUAL LIGHT GRILLE OPTION 2 - 9 1/4" MICROLAM W/ DOUBLE JACK STUDS200 TW26310 1 ANDERSENDOUBLE VERTICAL RIBBON JOINTEDUNIT5' - 3 3/16" 4' - 0 7/8" 2' - 9" 400 SERIES DOUBLE HUNG - 6 X 6 EQUAL LIGHT GRILLE OPTION 2 - 2 x 6201 TW26310 1 ANDERSENTRIPLE VERTICAL RIBBON JOINTEDUNIT7' - 11 1/2" 4' - 0 7/8" 2' - 9" 400 SERIES DOUBLE HUNG - 6 X 6 EQUAL LIGHT GRILLE OPTION 2 - 2 x 10202 TW26310 3 ANDERSENDOUBLE VERTICAL RIBBON JOINTEDUNIT5' - 3 3/16" 4' - 0 7/8" 2' - 9" 400 SERIES DOUBLE HUNG - 6 X 6 EQUAL LIGHT GRILLE OPTION 2 - 9 1/4" MICROLAM
UPDNUPUPUPSTAIR 12-214BED 21-111BED 11-112BED 11-103KITCHEN1-102LIVING/DINING1-101BATH 21-105BATH 11-104BATH 11-109LIVING / DINING1-107KITCHEN1-108BEDROOM 21-106STAIR 22-101BATH 21-110SCSCSSSSSSPSEXISTING FIRE CONTROL BOXHPSHHDNSTAIR 12-100STAIR 22-101BED 11-103BED 11-112BED 21-111BEDROOM 21-106BATH 11-109BATH 21-110LIVING / DINING1-107KITCHEN1-108KITCHEN1-102LIVING/DINING1-101BATH 11-104BATH 21-105SCSCSSSSSSDNLIFE SAFETY LEGENDILLUMINATED EXIT SIGNILLUMINATED EXIT SIGN W/ EMERGENCY LIGHTSEMERGENCY LIGHTS DOUBLEEMERGENCY LIGHTS SINGLEHHORN STROBE ALARMFESURFACE MOUNTED FIREEXTINGUISHER CABINETPSPULL STATIONSMOKE & CARBON MONOXIDE DETECTORSMOKE DETECTORENTRANCE / EXITSSCNScale:Project #:Date:Drawn by:Checked by:As indicatedFP1.0FIRE PROTECTION PLAN17024Residential RenovationBuonfiglio & Nabout05.30.2017GWChecker85 Bridge Street, Salem, MA 01970No. DateDescription 1/4" = 1'-0"1FIRST FLOOR FIRE PROTECTION PLAN 1/4" = 1'-0"2SECOND FLOOR FIRE PROTECTION PLANNOTE: EXISTING SPRINKLER SYSTEM HAS BEEN MAINTAINED IN COMPLIANCE WITH NFPA13. ALTERATIONS TO THE EXISTING SYSTEM ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. DRAWINGS TO BE SUPPLIED BY THE SPRINKLER CONSULTANT/ENGINEER AND SUBMITTED UNDER SEPARATE COVER.