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Home My WebLink About657 Willow St plan 1F_ STAMP: Y NOV 15 2022 GENERAL NOTES (See also Project Specifications): 1. The General Conditions state that the Contract Documents are complimentary. 2. Provide the services of a Massachusetts Registered Surveyor to layout structure on site and establish existing elevations. Elevation of finished floor shall be established by Architect With elevation information provided by Surveyor. 3, The General Contractor is responsible for all the Work. A. Build and install parts of the Work level, plumb, square and in correct position. B. Make joints tight and neat, If such is impossible, apply moldings, sealant or other joint treatment as directed by Architect. C. Under potentially damp conditions, provide galvanic insulation between different metals Which are not adjacent on the galvanic scale. D. Apply protective finish to parts of the Work before concealing them. For example, paint door tops, bottoms, glazing stops, glazing rebates, and hardware cutouts before hanging doors, and paint corrodible mounting plates before installing parts over them. E. Where accessories are required in order to install parts of the Work in usable form and to make the Work perform properly, provide such accessories. If special tools are required to maintain, adjust and repair products, provide them. F. Follow manufacturer's instructions for assembling, installing and adjusting products. Do not install products in a manner contrary to the manufacturer's instructions unless authorized in Writing by the Architect. G. Adjust and operate oil items of equipment, leaving them fully ready for use. H. The division of the Documents into Architectural, Structural, Electrical, Mechanical, Plumbing and Civil components is not intended as division of the Work by trade or otherwise. I. Provide utility installations from lot line to house including underground electrical, Water, telephone and CATV to comply With all local codes and requirements. J. Concrete shall have compressive strength of 3000 psi @ 28 days for Walls and 3500 psi @ slab Work, and reinforcing rods & Woven Wire fabric (WWF) per drawings. Where noted, provide hard steel trowel finish on slabs. Dompproofing shall be factory manufactured semi -mastic consistency from asphalts and mineral fibers, and installed on all Wails and footings. Piers for decks shall be concrete filled Sonotube forms. 4. The General Contractor shall verify all dimensions at the site and shall notify the Architect of any discrepancies before proceeding With the Work or purchasing moterials or equipment. Verify critical dimensions in the field before fabricating items Which must fit adjoining construction. 5. All details are typical unless otherwise noted and are not necessarily shown in the Documents at all locations Where they occur. 6. The Architectural Documents govern the location of all Electrical and Mechanical items installed as a part of the Work. 7. Existing items Which are not to be removed and are damaged or removed in the course of the Work shall be repaired and replaced in like new condition Without cost. 9DDITION/REN0V4TION TO THE GENTILE RESIDENCE 8. Existing surfaces disturbed during the course of the Work shall be reconstructed and finished to match adjoining surfaces. Patched areas shall be finished in such a manner as to provide visual and structural continuity across the entire affected surface. 9. All voids created or surfaces disturbed resulting from cutting, removal or installation of elements as part of the Work shall be filled and finished to match adjoining construction. 10. Except as provided in the Documents, no structural member or element shall be cut Without Written approval of the Architect. The General Contractor shall coordinate all cutting and shall advise the Architect of any potential conflicts With new or existing structure. 11. Demolition work shall only be carried out once all temporary shoring and bracing is in place. Removal of all temporary supports shall be completed only after new Work is secure and complete. 12. All materials, equipment and Workmanship shall conform to the requirements of authorities having jurisdiction of the Work. 13. All materials and equipment shall comply With the Occupational Safety and Health Act, including all amendments. 14. All materials and equipment shall conform to the requirements of authorities having jurisdiction regarding not using or installing asbestos or asbestos -containing materials. 15. All paint used on all products and assemblies shall conform to A.N.S.I. Z66.1, Specifications for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity. 16. All Warranties, guarantees and service maintenance agreements shall commence on the date of Substantial Completion of the Work or of the item being guaranteed, Whichever is later, so that the Owner may receive full use of the item for the guarantee or Warranty period. 17. GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: A. Seal cracks and openings to make the exterior skin of the building tight to Water and air entry. B. Provide adequate blocking, bracing, noilers, fastenings and other supports to install parts of the Work securely. Blocking, bracing, noilers, fastenings and other supports shall be of a type not subject to deterioration or Weakening as the result of environmental conditions or aging. C. Perform cutting and patching for all trades. Patch holes Where ducts, conduit, pipes and other products pass through or are being removed from existing construction. D. Provide chases, furred spaces, trenches, covers, pits, foundations and other construction required in conjunction With the Work. If such construction is not shown on the Drawings, coordinate With Architect for sizes and placement. E. Provide and coordinate access doors and panels as required for access to equipment requiring adjustment, inspection, maintenance or other access and as required for access to spaces not otherwise accessible, such as attics and crawl spaces. F. Check Drawings and manufacturers' literature for requirements for bases, pads, and other supporting structures. Provide such structures. Remove supporting structures associated With removed equipment and patch remaining surfaces. G. As part of one year Warranty specified in the General Conditions, repair cracks and other damage Which occur as a result of settlement and shrinkage during the first year after Substantial Completion, 18. All Work shall conform to the applicable sections of the Massachusetts State Building Code, Ninth Edition. For residential projects, particular attention shall be paid to Chapter 36 - One & Two Family Dwellings, especially Table 3606.2.3 "Fastener Schedule for Structurc Members". ABBREVIATIONS AB, ANCHOR BOLT JT JOINT AF,F. ABOVE FINISH FLOOR LAG LAG BOLT ACT ACOUSTICAL TILE LAM. LAMINATE ALUM ALUMINUM LAV. LAVATORY ANOD ANODIZED L LENGTH 0 AT MFR MANUFACTURER BSMT BASEMENT M.O, MASONRY OPENING BIT BITUMINOUS MAT, MATERIAL BLK BLOCK MAX MAXIMUM BLKG BLOCKING MECH. MECHANICAL BOTT BOTTOM MIN. MINIMUM B.O.W. BOTTOM OF WALL MTD, MOUNTED BM BEAM NO NUMBER BLDG BUILDING NOM. NOMINAL CPT CARPET N.I.C. NOT IN CONTRACT CSMT CASEMENT N.T.S. NOT TO SCALE CK CAULK(ING) Q.C. ON CENTER CLG CEILING OH OVERHEAD CLOS CLOSET OPNG. OPENING COL COLUMN PNT, PAINT CONC. CONCRETE PTO PAINTED CMU CONCRETE MASONRY UNIT PNL PANEL CONST. CONSTRUCTION PART. PARTITION CON T. CONTINUOUS PL PLATE CJ CONTROL/CONSTR. JOINT PLAS. PLASTER CTSK COUNTERSUNK P,LAM. PLASTIC LAMINATE DET. DETAIL PLBG. PLUMBING DIA DIAMETER PLYWD PLYWOOD DIM. DIMENSION P.T. PRESSURE TREATED DR DOOR 0. T. QUARRY TILE DH DOUBLEHUNG REQ'D REQUIRED DRWR DRAWER REF. REFIGERATOR DWG(S) DRAWING(S) REV. REVISIONS DF DRINKING FOUNTAIN R RISER DW DISHWASHER RD ROOF DRAIN ELEC. ELECTRIC(AL) RM. ROOM EL ELEVATION R.O. ROUGH OPENING ELEV. ELEVATOR SECT. SECTION EMER EMERGENCY SCHED. SCHEDULE EQ EQUAL SPEC. SPECIFICATIONS EXIST. EXISTING SL SIDELIGHT or EXG. STD. STANDARD EJ EXPANSION JOINT S&P SHELF&POLE EXP EXPOSED STL STEEL EXT. EXTERIOR SUSP. SUSPENDED FIN FINISHED THK THICK FA FIRE ALARM T&B TOP&BOTTOM F.B.O. FURNISHED BY OWNER T&G TONGUE&GROOVE FE FIRE EXTINGUISHER T.O.F. TOP OF FOUNDATION FL FLOORING) T.Q.W. TOP OF WALL FLUOR FLUORESCENT T TREAD FT FOOT TYP. TYPICAL FTG. FOOTING UNFIN, UNFINISHED FND. FOUNDATION V.I.F. VERIFY IN FIELD FURR FURRED(ING) VIN VINYL G GAS VCY VINYL COMPOSITION TILE GALV. GC GALVANIZED GENERAL CONTRACTOR VVWWC VINYL WALL COVERING GL GLASS/GLAZING WC WATER CLOSET GR GRADING W WIDE/WIDTH GYP.BD. GYPSUM BOARD w/ fly/0 WITH WITHOUT HDBD HARDBOARD W,W,M. WELDED WIRE MESH HDWD HARDWOOD WD WOOD HVAC HEATING,VENTILATING, & AIR CONDITIONING HDWR HARDWARE HGT HEIGHT H.M. HOLLOW METAL INSUL INSULATION INT. INTERIOR JT JOINT LS NORTH ARROW SECTION INDICATOR - LETTER IN TOP HALF OF CIRCLE INDICATES THE SPECIFIC SECTION. THE NUMBER AND LETTER IN THE BOTTOM HALF INDICATES THE DWG. No. NEW SPOT ELEVATION EXISTING SPOT ELEVATION LEVEL LINE OR WORKING POINT ROOM NUMBER DOOR NUMBER WINDOW TYPE WALL TYPE REVISION MARK CONCRETE - PLAN OR SECTION BRICK - PLANS OR SECTIONS CONCRETE BLOCK PLANS OR SEC. PLYWOOD STEEL, LARGE SCALE ROUGH LUMBER FINISH LUMBER INSULATION - RIGID INSULATION - BATT EARTH COMPACT GRAVEL WELDED WIRE MESH PROPERTY LINE CENTER LINE 7% _1� 1; REVIEWED F : 1,,"t-DING AND ZONING COD-- COi,4f'LI- AN',-_ t n : �. OiviMISSIONS DO IV'OT R-LIEVE THE AF'I THE RESPONSIBILI OF"AS BUILT" C®lyi� 4ifilkL�� l , DATE: W - t _ N c BIJILDiNG OFFICIAL N U E yO i n a Q Q Lu Q ry N i w °Q I— rn m= o ° `" ry Q nn SCHEDULE OF DRAWINGS T-1 TITLE SHEET A-1 FLOOR PLANS/ WINDOW & DOOR SCHEDULES A-2 ELEVATIONS A-3 FOUNDATION PLAN/ FIRST FLOOR FRAMING PLAN/ NAILING SCHEDULE A-4 ROOF FRAMING PLAN BUILDING SECTIONS DRAWINGS ARE REPRESENTATIONAL ONLY DO NOT SCALE DRAWINGS W Z U 0 z 1--- W Q 0 > U 0 W 1110 W 0 — W 0 � W < -T TI TLE: ° <C W W .. � Z 0 -:3::7 0 r In c 1 TITLE SHEET DATE ISSUED: 09/14/2022 REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: T1 L