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BP-2004-35682I L_ I A.B. - ANCHOR BOLT ADJ. - ADJUSTABLE AFF. - ABOVE FINISHED FLOOR AFF. - ABOVE FINISHED FLOOR ALT. - ALTERNATE ARCH. - ARCHITECT AhF. - ABOVE SUB FLOOR A.S. - ARCH. SERVICES BD. - BOARD BLDG. - BUILDING B.O. - BOTTOM OF BOt. - BOTTOM B.P. - BEARING PLATE BRDG. - BRIDGING BRG. - BEARING BRCxW. - BEARING WALL CAB. - CABINET OATH. - CATHEDRAL C.B. - CONCEALED BLOCKING C.J; - CONTROL JOINT CLG. - CEILING CL. - CLOSET c1l.U. - CONCRETE MASONRY UNIT CO. - CASED OPENING COL. - COLUMN COMP. - COMPACTED CONC. - CONCRETE CONT. - CONTINUOUS C.T. - CERAMIC TILE CTR. - CENTER D. - DEEP DET. - DETAIL DIA. - DIAMETER DN. - DOWN DRY. - DRYER Db. - DOWN SPOUT Dj,U. - DISHWASHER DWG. - DRAWING E. - EGRESS EL. - ELEVATION ELECT. - ELECTRIC Ea - EQUAL E.W. - EACH WAY EXG. - EXISTING EXP. - EXPANSION EXT. - EXTERIOR FA. - FRESH AIR F.D. - FLOOR DRAIN RG. - FIBERGLASS FIN. FL, - FINISHED FLOOR F.J. - FLOOR JOIST FL. - FLOOR F.P. - FIREPLACE FT. - FEET FTG. - FOOTING FNDN. - FOUNDATION GA. - GAUGE GROUND FAULT INTERRUPT GL. - GLASS GRVL. - GRAVEL G.W.B. - GYPSUM WALL BOARD H. - HIGH H.P. - HIGH POINT MR. - HOUR HT. - HEIGHT INS. - INSULATION INT. - INTERIOR JNT. - JOINT JST. - JOIST Kiii. - KNEE WALL LAY. - LAVATORY L.C.C. - LEAD COATED COPPER L IN. - LINEN L.P. - LOW POINT MAX. - MAXIMUM M.E. - MATCH EXISTING MECH. - MECHANICAL MIN. - MINIMUM ML. - MICROLAM M.O. - MASONRY OPENING MTL. - METAL MLDG. - MOULDING MFR. - MANUFACTURER M.G. - MEDICINE CABINET N.I.G. - NOT IN CONTRACT NOM. - NOMINAL N.T.S. - NOT t0 SCALE O.A. - OVER ALL O.C. - ON CENTER O.H. - OVER HEAD P.C. - PRE -CAST PER - PERIMETER PLAS. - PLASTER PNT. - POINT P.R. - POWDER ROOM P.T. - PRESSURE TREATED PTO. - PANTED PTN. - PARTITION Q.t. - QUARRY TILE R. - RISER REF. - REFERENCE REIN. - REINFORCED REQ. - REQUIRED RM. - ROOM R.O. - ROUGH OPENING RAF. - RAFTER R.tS. - ROD AND SHELF S.B.O. - SUPPLIED BY OWNER SECT. - SECTION SHM - SHOWER SHT. - SHEET SQ. - SQUARE STL. - STEEL STOP. -STORAGE T. - THICK T.B. - TOWEL BAR t.45. - TOP AND BOTTOM T.D.L. - TRUE DIVIDED LIGHT TAG. - TONGUE AND GROOVE THR. -THRESHOLD T.O. - TOP OF T.O.P. - TOP OF PLATE T.O.R. - TOP OF RIDGE t.0$. - TOP OF STEEL T.O1U. - TOP OF WALL T.P.H. - TOILET PAPER HOLDER TRD. - TREAD TYP. - TYPICAL UN.O. - UNLESS NOTED OTHERWISE V.B. - VAPOR BARRIER VEST. - VESTIBULE V.IF. - VERIFY IN FIELD W. - WIDE W/ - WITH W.C. - WATER CLOSET WD. - WOOD WNSC. - WANSCOTE WSH. - WASHING MACHINE W.Wr-. - WELDED WIRE FABRIC W.W.M. - WELDED WIRE MESH W.P. - WATERPROOF WPRFG.- WATERPROOFING r . ue, Im MrS rse ,LI Ireter Pachect x Dartmouth.. orth TOWN OF DARTMOUTH BUILDING DEPARTMENT This plan has been reviewed and accepted as a record copy of work proposed to be performed in compliance with 780 CMR 6TH Edition. The owner, applicantlagent and/or architect/engineer is responsible for insuring final _ compliance with the above -mentioned code notwithstanding any errors or omissions in the reco Ian. Any change in o er, license contractor or engineer must b ep rted to this ice im diately. Any change in plan must be sub e tot offic n a ti y mann Signature l Date SYMBOLS LOGEND 1 DETAIL 1J&SER 1.1 DRAWNG NUMBER ELEVATION SYMPQL 2 ELEVATION NUMBER Al.l DRAWMG NUMBER SECTION SYMBCJ. . 3 SECTI01 NUMBER DRAWNN3 NUMBER COLUMN SYMBOL 0- }— COLUt N NUMBER CID - COVER SHEET CU - NOTES t SPECIFICTIONS AID - FIRST FLOOR PLAN AU - SECOND FLOOR PLAN Al2 - ROOF PLAN A2.0 - EXTERIOR ELEVATIONS A2.1 - EXTERIOR ELEVATIONS A22 - EXTERIOR ELEVATIONS A3D - BUILDING SECTIONS A3.1 - BUILDING SECTIONS A32 - BUILDING SECTIONS t CETAILS SID - FOUNDATION PLAN $1.1 - FIRST FLOOR FRAMING r'LAN S12 - SECOND FLOOR FRAM10's PLAN 613 - ATTIC / LOW ROOF FRAMING PLAN 81.4 - HIGH ROOF FRAMING PLAN FARTM ITION TYPE SYMBOL FLFIE _ST APING F 912REMENT [>_ PARTnON TYPE NUMBER P �' �s thru rated wags and floors sham be scaled with a materiW capa.hie of preventing INC DOOR SYMBOL passe -go of fir.1mes and hot gasses vvhen su! t,*clsd DOOR NUMBER to the requirements of Me Test Standard spe,4fic for Fife Sty ASTki-E- 314. WINDOW SYM 12L 0 WINDOW NUMBER FINISH SYMEML OFNISIE NUMBER FILEM"'i KEYNOTE SY150L ❑8 KEYNOTE NUMBER PLATE SYMpL Q- ROOM NUMBER SYMBOL I0I ROCI NUMBER WALL DEMOLITION EXISTING WALL WINDOW DO NEW DOOR EXISTING DOOR An As Bunt kirve r$.ust Iac Subi -3tted to the Bulil.tfin Dept. prior to calling for a fOUndation inspection er any further construction. iY xcl-co Ro Purl t1 Ccpy 01, W2 En€l t � flan Clust Qn f C-M U S116 Dari �d .I'tI YC YOUR DAA-W a r 4 KWT Fr=R .$S OF THS WORK. t'-VJ G DEPAFnP,'ZNr T!"M of ., $ONO -TUBE SIZE MD DE ., ECTION IS REQUIRED BEF-'pt,: ?111E CONCRETE IS pOURFC: 't'JILDING DEPARTMENT i,._.. ' of Detiouth UL WE y' Y ckl*� N z z O o +_ n } w cf)(Y LU n�o rn Q__ u ❑13❑ - I- CA O O = U Q Ci U Cl u.i U) u w 1L U) z w M n N z� �co J Q 9M to -, oo NJQ (DCD 0 to U�� w 0 Q oo Q = Z _C1 < I F Li O U � .. OL O Q) Q) 1_ JU 111 LU 1J� LU n� 1aK- ti.i Q LU z LU LU O w SCOPE OF PROJECT CONSTRUCTION OF A NEW RESIDENCE WITH NEW FULL BASEMENT FOUNDATION AND SLAB ON GRADE AT GARAGE WITH FROST WALL FOUNDATION. SITE PLAN BY OTHERS. DIMENSIONS, GRADES LINES AND ELEVATIONS, ETC. MUST BE VERIFIED PRIOR TO STARTING ANY WORK THE OWNER TO CONFIF" THAT ALL NEW WORK SHALL CONFORM TO ZONING DEPARTMENT SET BACK REQUIREMENTS PRIOR TO STARTING ANY WORK. THE OWNER SHALL INFORM THE OWNER/DESIGNER OF ANY DISCREPANCIES IN THESE DOCUMENTS PRIOR TO STARTING ANY WORK THE OWNER SHALL MAKE FINAL DETERMINATION OF ANY CHANGES TO THE SCOPE OF WORK THAT MAY RESULT FROM ANY DISCREPANCIES FOUND IN THESE DOCUMENTS. ALL EXTERIOR DIMENSIONS ARE FROM OUTSIDE FACE OF STUDS. INTERIOR DIMENSIONS ARE TO THE CENTERLINE of STUDS. DO NOT SCALE DRAWINGS. ALL GRADE LINES INDICATED IN THE DRAWINGS ARE APPROXIMATE AND MAY CHANGE WHEN FINISH LANDSCAPING IS COMPLETED. THE OWNER HAS C44AR3E OF THE PROJECT SITE AND IN UNDERTAKING THIS WORK, THE OWNER AGREES THAT RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, SHORING, BRACING, CRIBBING, SAFETY PRECAUTIONS AT THE CONSTRUCTION SITE, AND COMPLIANCE WITH ALL APPLICABLE GOVERNMENTAL REGULATIONS (LOCAL, STATE, AND FEDERAL, INCLUDING OSHA AND ENVIRONMENTAL) Is THE SOLE REaroNSIBILITY OF THE OWNER AND FURTHER, Is NOT iN ANY WAY THE RESPONSIBILITY OF THE DESIGNER AND/OR THE DESIGNER'S CONSULTANTS. THE OWNER AGREES THAT THE ORDERING, PROCURING, AND PAYMENT FOR ALL MATERIALS, CON. ,TRUCTION ITEMS, ELEMENTS, HARDWARE, FIXTURES, AND SPECIALTIES INDICATED IN THE DRAWINGS OR REASONABLY INFERRED FROM THE DRAWINGS, SHALL BE THE SOLti RESPONSIBILITY OF THE OWNER OR THE OWNER'S AGENTS. THE OWNER FURTHER AGREES TO HOLD DESIGNER HARMLESS FROM ANY CLAIMS OR LIENS SUPPLIERS MIGHT MAKk FOR PAYMENT. THE OWNER AGREES THAT STORAGE, SECURITY, AND PROTECTION OF ANY AND ALL MATIRIALS, ETC., DELIVERED TO THE CONSTRUCTION SITE, WHETHER PURCHASED BY THE OWNpFR SHALL BE THE OWNER'S SOLE RESPONSIBILITY. THE OWNER FURTHER AGREES THAT NO CLAIMS WILL OR CAN BE MADE AGAINST THE DESIGNER IN CASE OF DAMAGE TO OR LOSS OF STORED ITEMS. THE OWNER ACKNOWLEDGES THAT THE OWNER HAS ESTIMATED THE COST OF THE PROJECT BASi✓D UPON CERTAIN ASSUMPTIONS AND HAS BUDGETED AN AMOUNT (ALLOWANCE) FOR SOME ITEMS THAT ARE TO BE SELECTED, BUT NOT FURNISHED BY THE OWNER IN THE EVENT THAT ITEMS OF THIS TYPE EXCEED THE BUDGETED AMOUNT (ALLOWANCE) THE OWNER SHALL BE SOLELY RESPONSIBLE FOR THE ADDITIONAL COST. C -NE RAL R G?U i F;M iENTS 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES OF THE COMMONWEALTH OF MASSACHUSETTS AND ALL LOCAL ZONING ORDINANCES AND BY-LAWS, WHETHER OR NOT INDICATED IN THESE DOCUMENTS. 2. THE OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRiOR TO FABRICATION OR CONSTRUCTION. 3. AIL FINISHES AND FIXTURES NOT INDICATED IN THESE DOCUMENTS SHALL BE SELECTED AND/OR FURNISHED BY THE OWNER 4. THE DESIGNER Is PREPARED TO MEET WITH THE OWNER AFTER OWNERS DRAWING REVIEWS, FIELD VERIFICATIONS AND PRIOR TO THE START OF CONSTRUCTION TO RESOLVE ANY DETAILS IN QUESTION. PLEASE NOTE: IF THERE ARE NO COMMENTS FROM THE OWNER OR THERE IS NO MEETING REQUESTED BY OWNER THEN ALL DETAILS WILL BE DEEMED CORRECT. THE COST FOR ANY CHANGES IN DETAILS RESULTING IN EXTRAS (EXCEPT CHANGES REQUESTED BY THE OWNER) WILL BE BORN SOLELY BY THE OWNER AND THE OWNER SUBCONTRACTORS. 5. All WORK MUST BE COMPLETED IN A WORKMANLIKE MANNER AND IN COMPLIANCE WiTH STANDARD PRACTICES AND PROCEDURES. 6. ALL OF THE OWNERS SEPARATE CONTRACTORS SHALL COOPERATE IN THE pEIZ:ORMANCE OF THEIR WORK SO THAT NO DISPUTES OR WORK STOPPAGES OCCUR 1. EACH OF THE OWNERS SEPARATE CONTRACTORS SHALL FURNISH EVIDENCE OF PROPER INSURANCE COVERAGE PRIOR TO THE COMMENCEMENT OF WORK 6. THE OWNER SHALL PROVIDE 30 YD DUMPSTER(S) AS REQUIRED DURING CONSTRUCTION. Io. THE SITE AND INTERIOR OF STRUCTURE TO BE KEPT CLEAR OF DEBRIS. i1. TW OWNER SHALL PROVIDE WATERPROOF TARPS WITH SUPPORTS AND TIE DOWNS TO pROTECT ALL INTERIOR AREAS DURING PERIODS OF INCLEMENT WEATHER 12. THE OWNER IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVALS. 13. THE OWNERS SEPARATE CONTRACTORS SHALL PROVIDE RELEASE OF LIENS TO OWNER PRIOR TO THE START OF WORK 14. ALL WORK SHALL BE GUARANTEED IN WRITING FOR A MINIMUM PERIOD OF ONE YEAR FROM 1 COMPLETION OF ALL ITEMS INCLUDING PUNCH LIST. ALL GUARANTEES TO BE pUPNISHED TO TO OWNER UPON FINAL PAYMENT. UTIL11YSERVICES I. ELECTRICAL 200 AMP SQUARE D 42" CIRCUIT PANEL. 2. NATURAL GAS: 1 1/4" LINE TEWINATE IN BASEMENT WITH EXTERIOR METER VERIFY AVAILABILITY OF SERVICE. 3. WATER: 1/2"-3/4" WATER LINE AND METER 4. SEWER: 4" PLASTIC OR CAST IRON PIPE. 5. TELEPHONE: OWNER TO COORDINATE CONCRETE, FOOTING AND FOUNDATIONS I. ALL CONCRETE FOOTING AND FOUNDATION WALL TO BE 3000 PS.I. MINIMUM. GARAGE FLOOR SLAB TO BE 3500 P.S.I. MINIMUM. CONCRETE IN THESE LOCATIONS WHICH MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE. 2. ALL- FOOTINGS SHALL BE 4'-0" MINIMUM BELOW GRADE. INSTALL STEEL REINFORCING B,A!e!S AS INDICATED ON SECTIONS. FOOTING SIZE SHALL BE As INDICATED IN THE DRAWINGS. 3. ALL FOOTINGS AND FOUNDATION WALLS TO BE FORMED AND POURED IN PLACE. REFER TO DRAWINGS. 4. ALL FOUNDATION WALLS TO BE WATERPROOFED BELOW GRADE WITH ASPHALTIC WATERPROOFING INTENDED FOR THiS TYPE OF APPLICATION. 5. ALL. FOOTINGS AND FOUNDATIONS THAT ARE ADJACENT TO INTERIOR SPACES SHALL HAVE A 45' PARGED LEDGE ON EXTERIOR, USE A MINIMUM OF TWO COATS OF ASPHALTIC WATERPROOFING OR WATERPROOFING MEMBRANE. WOOD FRAMING AND LU" i51-=R REFER TO PLANS AND SECTIONS FOR DESIGNATION OF DEPTH AND TYPES OF STUDS. ALL FRAMING SHALL BE i6" O.C, UNLESS OTHERWISE SPECIFIED iN THIS SET OF DOCUMENTS. I. MINIMUM DESIGN LOADS: FLOORS: LIVE LOAD 40 PSF. DEAD LOAD 10 PSF. DESIGN DEFLECTION LIMIT L/240. ATTIC: LIVE LOAD 20 P.SF. DEAD LOAD 10 P,SF. DESIGN DEFLECTION LIMiT L/240. ROOF: SNOW LOAD 30 PSF. DEAD LOAD 10 P.SF. DESIGN DEFLECTION LIMIT L/240. 2. ALL CONSTRUCTION LUMBER TO BE HEM -FIR OR SPRUCE -PINE -FIR SELECT STRUCTURAL GRADE OR BETTER 3. UTILIZE WOOD CONSTRUCTION CONNECTORS, AS MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL WHERE APPLICABLE. 4. ALL RAFTER, BIRDSMOUTH, PLATE CONNECTIONS TO BE REINFORCED WiTH HURRICANE STRAPS. 5. EXTERIOR WALL CONSTRUCTION SHALL BE 2x6 AT 16" O.C. ALL EXTERIOR WALLS SHALL HAVE 1/2" WATERPROOF COATED -1/16" OSB OR 1/2" CDX PLYWOOD. FACE WITH TYVEK OR EQUAL. INSTALL 2 LAYERS OF TYVEK OR EQUAL AT STONE VENEER 6. INTERIOR WALL CONSTRUCTION SHALL BE 2x4 AT 16" O.C. 1. VERTICAL DOUBLE STUD MINIMUM AT ALL DOOR AND WINDOW OPENINGS. 8. ALL MUD SILL PLATES SHALL BE PRESSURE TREATED AND SHALL HAVE 'SILL SEAL' FOAM TAPE AND TERMITE SHIELD. 9. SEE PLANS AND SECTIONS FOR FLOOR JOIST SIZES. 10. SEE PLANS AND SECTIONS FOR CEILING JOIST SIZES. il. SEE PLANS AND SECTIONS FOR ROOF RAFTER SIZES. 12. SUBFLOOR SHALL BE 3/4" CDX PLYWOOD OR i" T4G OSB. 13. ROOF SHEATHING SHALL BE 5/8" CDX PLYWOOD. 14. TRAY CEILING 2x3 FRAMING TO BE SUSPENDED FROM CEILING JOIST WITH 14 GA. x 1 1/4" CMST14 METAL STRAPPING AT 16" O.C. BY SIMPSON STRONG -TIE (OR EQUAL) BEND STRAP OVER TOP OF JOISTS AND BOTTOM OF 2x3 FRAMING MINIMUM 2 1/2" . SECURE WITH APPROPRIATE FASTENERS. UTILIZE NAILING PLATES AT ALL 45' CONNECTIONS iN 2x3 FRAMING. ATTACH WOOD FURRING TO BOTTOM OF 2x3 FRAMING AT 16" O.C. TYPICAL. EXTERIOR FINiSHES 1. 300 FELT ON MAIN ROOF AREAS. 2. ICE AND WATER BARRIER SHEET AT ROOF EAVES FROM DRIP EDGE UP ROOF 3'-0" MINIMUM. 3. ICE AND WATER BARRIER SHEET AT ROOF VALLEYS (2) LAYERS V-0" MINIMUM IN WiDTH AT EACH SIDE OF VALLEY. - 4. ICE AND WATER BARRIER SHEET AT INTERSECTION OF WALLS/DOR1ERS AND ROOF SURFACES (2) LAYERS V-0" MINIMUM IN WIDTH AT EACH SIDE OF VALLEY. 5. LAMINATED ASPHALT SHINGLES 40 YEAR ARCHITECTURAL. (COLOR SELECTED BY OWNER) 6. INSTALL MATCHING COLOR RIDGE VENTS. 1. ALUMINUM OR L.C.C. DRIP EDGE SHALL BE INSTALLED ON ALL ROOF EDGES. S. ALUMINUM OR L.C.C. FLASHING SHALL BE INSTALLED WHERE REQUIRED. S. CEDAR SHINGLE SIDING SHALL BE SELECT GRADE NORTHERN WHITE CEDAR PRIMED t BACK PRIMED WITH APPROPRIATE OIL BASED PRIMER SEALER FINISH PAINT COLOR TO BE SELECTED BY OWNER 10. REFER TO DRAWINGS FOR LOCATION AND SIZE OF VINYL TRiM ACCESSORIES, FASCIA BOARDS AND MOULDINGS. i1. ALL FASCIAS, MOULDINGS AND TRiM SHALL BE SELECT GRADE t BE MATCHED WITH MINIMAL JOINTS t KNOTS. ALL MOULDINGS TO BE STRAIGHT, MATCHED AND EVEN. ALL CUTS AND ASSEMBLY SHALL BE MADE PER INDUSTRY STANDARDS. 12. SOFFITS SHALL BE EXTERIOR GRADE MDO W/ WIRE MESH SCREENING AT VENT. 13. CONTINUOUS EXTRUDED ALUMINUM GUTTERS AND DOWNSPOUTS REFER TO DRAWINGS FOR SCOPE OF WORK (COLOR SELECTED BY OWNER) 14. ENTRY COLUMNS SHALL BE 5" COLONIAL - 'PER'1A POST' SYNTHETIC STRUCTURAL COLUMNS AS MANUFACTURED BY HBtC COLUMNS, NC. OR EQUAL. 15. ENTRY RAILINGS SHALL BE SAVANAH - 'PEF41APORCH RAILING' SYNTHETIC HAND RAIL AS MANUFACTURED BY H54C COLUMNS, INC. OR EQUAL WHERE REQUIRED. 16. STONE VENEER SHALL NATURAL STONE. STYLE AND COLOR AS SELECTED BY OWNER CNSTALL PER SUPPLIERS INSTRUCTIONS AND RECOMMENDATIONS. ii. STONE VENEER WITH STUD BACKING: A 2" X 2" NO. 16 GAGE CORROSION -RESISTANT WiRE MESH WITH TWO LAYERS OF WATERPROOF PAPER BACKING SHALL BE APPLIED DIRECTLY OVER PLYWOOD SHEATHING (P.T. PLYWOOD RECOMMENDED) WITH WOOD STUDS SPACED A MAXIMUM OF I6" ON CENTER EXTEND MESH AND WATERPROOF PAPER TO THE BOTTOM OF THE MASONRY SHELF. THE MESH SHALL BE ATTACHED WITH 2" LONG CORROSION -RESISTANT STEEL WIRE FURRING NAILS AT 4" ON CENTER PROVIDING A MINIMUM 1 1/2" INCH PENETRATION INTO EACH STUD AND WITH 8D COMMON NAILS AT 8" ON CENTER INTO TOP AND BOTTOM PLATES. THERE SHALL NOT BE LESS THAN A NO. 12 GAGE CORROSION -RESISTANT WIRE, LOOPED THROUGH THE MESH FOR EVERY TWO SQUARE FEET OF STONE VENEER THIS TIE SHALL BE A LOOP HAVING LEGS NOT LESS THAN 15" iN LENGTH, SO BENT THAT THE TIE WILL LIE IN THE STONE VENEER MORTAR JOINT. THE LAST 2" OF EACH WIRE LEG SHALL HAVE A RIGHT-ANGLE BEND. 1" MINIMUM THICKNESS OF CEMENT GROUT SHALL BE PLACED BETWEEN THE BACKING AND THE STONE VENEER. 18. NONCOMBUSTIBLE LINTELS AND NONCOMBUSTIBLE SUPPORTS SHALL BE PROVIDED OVER ALL OPENINGS. WINDOWS L ALL WINDOWS SHALL BE BY OWNER AS MANUFACTURERED BY ANDERSON INSULATED LOW-E OR EQUAL. 2. SEE PLANS AND ELEVATIONS FOR SIZE AND LOCATIONS OF ANDERSEN WINDOWS. NOTE: WINDOWS ARE SHOWN SCHEMATICALLY, WINDOWS TO MAINTAIN APPROXIMATE SIZES AS rKDICATED. REFER TO MANUFACTURERS LITERATURE FOR EXACT UNIT SIZES AND ROUGH OPENiNG REQUIREMENTS. 3. ALL WINDOWS SHALL BE WOOD OR VINYL CLAD WOOD DOUBLE PANE INSULATED LOW-E. WITH REMOVABLE MUNTIN GRILLES. 4. FRAME COLOR AS SELECTED BY OWNER, FROM MANUFACTURERS STANDARD COLOR PALLET. (CLAD WINDOWS ONLY) 5. UTILIZE DOUBLE 2x8 HEADERS MINIMUM ABOVE ALL WINDOWS. 6. LINE UP WINDOWS AND OPENINGS AS INDICATED ON ELEVATIONS REGARDLESS OF DIMENSIONS. Z. WiNDOW TRiM SHALL BE WOOD 5/4 STOCK PRIMED t BACK PRIMED. PAINT COLOR TO BE SELECTED BY OWNER DOORS AND HARDUJ�4R� i. ALL DOORS SHALL BE BY OWNER 2. REFER TO PLANS FOR DOOR SIZES AND SWING. 3. ALL DOOR HARDWARE SHALL BE FURNISHED AND INSTALLED BY THE OWNER SOUND iNSULATiON 1. ALL BATHROOM AND POWDER ROOM WALLS SHALL BE SOUND INSULATED. 2. ALL BEDROOM WALLS SHALL BE SOUND INSULATED. THERMAL iNSULATiON I. APPLY A CONTINUOUS BEAD OF SILICONE CAULKING AT INTERIOR INTERSECTION OF BASE PLATES AND SHEATHING. 2. ALL INSULATION SHALL HAVE VAPOR BARRIER INSTALLED ON HEATED SIDE. INSULATION SHALL BE FACED WITH KRAFT/REFLECTIVE VAPOR BARRIER OR UN -FACED WITH CONTINUOUS POLY VAPOR BARRIER 3. R-RATING SHALL BE Ri5 FOR 4" STUD WALLS, R30 FOR ALL FLOOR AREAS EXPOSED To HEAT LOSS AND R38 FOR CEILING/ATTIC FLOOR AREAS AND R30 INSULATED ROOF t CATHEDERAL CEILING AREAS. 4. ALL SPACES BETWEEN DOOR, WINDOW FRAMES AND ROUGH FRAMING TO BE INJECTED WiTH FOAM INSULATION. USE CARE TO PREVENT EXCESSIVE FOAM EXPANSION. S. CORNERS AND SMALL SPACES TO BE CAREFULLY PACKED AND LAYERED WITH NO VOIDS. INSTALL PLASTIC OR FOiL TAPE VAPOR BARRIER 6. INSULATION AT TOP AND BOTTOM PLATES TO BE OVER CUT AND COMPRESSED TIGHTLY TO PLATES. VAPOR BARRIER TO BE STAPLED TO PLATES WITH FULL LIP. i. ALL VAPOR BARRIERS TO BE PULLED TIGHTLY, EVENLY AND STAPLED AT roll MAXIMUM INTERVALS. ALL VAPOR BARRIERS TO BE INSTALLED FLAT AND UNWRINKLED. S. ANY FAILURES OR VOIDS (TEARS, HOLES, MANUFACTURING DEFECTS) TO BE TAPED OR REPLACED WITH NEW VAPOR BARRIER 5. WHERE INSULATION SECTIONS BUTT EACH OTHER, SLIGHTLY COMPRESS, OVERLAP VAPOR BARRIER AND TAPE. 10. NO INSULATION TO BE STUFFED OR BUNCHED, EXCEPT AT POINTS INDICATED. 11. FOR STUD SPACING LESS THAN 16" OC, CUT INSULATION (NOT VAPOR BARRIER) LEAVING 1" MINIMUM ADDITIONAL VAPOR BARRIER EACH SIDE FOR STAPLING. 12. INSULATION AT SOFFITS TO BE HELD BACK TO ALLOW FREE AIR FLOW AT SOFFIT VENT. GYPSUM WALL BOARD I. ALL GYPSUM WALL BOARD FOR WALLS AND CEILINGS SHALL BE In-- 'BLUEBOARD' AS MANUFACTURED BY USG OR EQUAL. 2. ALL G.W.B. WALLS AND CEILINGS SHALL BE TAPED AND RECEIVE PLASTER SKIMCOAT. 3. ALL G.J.B. WALLS AND CEILINGS iN GARAGE SHALL BE 1/2" FIRE CODE GWB, FIRE TAPED AND RECEIVE PLASTER SKIMCOAT. i=INT iNG NOTATION I. ALL SURFACES SCHEDULED TO RECEIVE PAINT SHALL HAVE NO MAJOR BLEMISHES, BE SMOOTH, DUSTED AND READY FOR PAINT APPLICATION. 2. ALL WALLS SCHEDULED TO BE PAINTED SHALL RECEIVE ONE COAT OF TINTED PRIMER/SEALER AND TWO FINISH COATS, FLAT OR SATIN GLOSS. USE TWO COATS SEMI -GLOSS LATEX IN CLOSETS. 3. FINAL COAT TO BE SPRAYED AND BACK -ROLLED. 4. ALL WOODWORK, FRAMES, AND DOORS TO RECEIVE ONE COAT OF TINTED OIL BASE PRIMER/SEALER AND TWO FiNISH COATS OF OIL BASE SEMI GLOSS PAINT. TRiM TO BE SANDED SMOOTH, ANY DEPRESSIONS OR UNEVENNESS SHALL BE FILLED. NAIL HOLES SHALL BE FILLED. ALL JUNCTIONS BETWEEN TRIM AND GWB SHALL RECEIVE LATEX CAULKING. SMOOTH AND REMOVE EXCESS CAULKING. 5. ALL VINYL FASCIA, SOFFIT, GABLE AND RACK TRIM BACKER BD. SHALL BE PRIMED AND BACK PRIMED PRIOR TO INSTALLATION. 6. COLOR SELECTION SHALL BE BY OWNER FLOORiNC 1. ALL, FLOORiNG SHALL BE FURNISHED AND INSTALLED BY THE OWNER ARC-IiTECTURAL MiLLUWORK 1. THE OWNER SHALL FURNISH AND INSTALL ALL ARCHITECTURAL MILLWORK 2. KITCHEN AND BATHROOM CABINETS AND COUNTERTOPS SHALL BE DESIGNED BY OTHERS. ALL CABINETS AND COUNTERTOPS SHALL BE SELECTED BY THE OWNER AND FURNISHED AND INSTALLED BY THE OWNER, UNLESS SPECIFIED OTHERWISE. 3. ALL STAIR AND RAILING COMPONENTS SHALL BE SELECTED BY THE OWNER AND FURNISHED AND INSTALLED BY THE OWNERS, UNLESS SPECIFIED OTHERWISE. 4. ALL BASEBOARD, DOOR CASING, WINDOW CASING AND MISCELLANEOUS WOOD TRIM SHALL BE FURNISHED AND INSTALLED BY THE OWNER 5. ALL EXTERIOR PORCH COLUMNS AND RAILINGS SHALL BE SELECTED BY THE OWNER AND FURNISHED AND INSTALLED BY THE OWNER, UNLESS SPECIFIED OTHERWISE. CLOSET HARDWARE I. CLOSETS: PRE -FABRICATED WIRE SHELF W/ HANGROD AND ,APPROPRIATE MOUNTING HARDWARE AS MANUFACTURED BY CLOSETMAID OR EQUAL. MOUNT AT 6'-0" A.F.F. t-;LECTRiC,AL SPEC iFICATIONS ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE CODES OF THE COMMONWEALTH OF MASSAC 4USETTS AND ALL LOCAL ZONING ORDINANCES AND BY-LAWS. ELECTRICAL WORK SHALL BE DESIGN BUILD BY THE OWNERS SEPARATE ELECTRICAL CONTRACTOR FINAL ELECTRICAL DRAWINGS SHALL BE SUBMITTED TO THE BUILDING INSPECTOR BY THE ELECTRICAL CONTRACTOR. REFER TO FINAL ELECTRICAL DRAWINGS FOR LOCATIONS OF ALL FIXTURES, SWITCHES, RECEPTACLES, PHONE JACKS, NETWORK JACKS, CABLE TV OUTLETS. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL RECEPTACLES AND/OR DEVICES AS PER CODE REQUIREMENTS. ANY ITEMS NOT SPECIFIED TO BE SELECTED AND/OR FURNISHED BY THE OWNER I. FINAL LOCATIONS OF ALL RECEPTACLES, SWITCHES, FIXTURES AND OTHER DEVICES SHALL BE ADJUSTED IN THE FIELD AS REQUIRED BY THE OWNER AND THE ELECTRICAL CONTRACTOR UPON COMPLETION OF ROUGH FRAMING. 2. RUN LINE(S) AS REQUIRED TO LOCATIONS OF ALL MECHANICAL EQUIPMENT. 3. ALL WIRING SHALL BE ROMEX 12/2. THREE WAY SHALL BE ROMEX 12/3. 4. ALL BOXES TO BE GALVANIZED WITH GALVANIZED CONNECTORS OR PLASTIC WITH O CONNECTION HOLES. 5. ALL BOXES TO BE SECURELY INSTALLED AND THE FACES FLUSH OR 1/8" MAXIMUM BEHIND THE FACE OF GWB. 6. FACE PLATE AND RECEPTACLE COLOR, FINISH AND STYLE TO BE SELECTED BY ouW-R. 1. UTILIZE G.F.I. CIRCUITS FOR ALL BATHROOM, KITCHEN, BASEMENT AND EXTERIOR USES, AND AS REQUIRED BY CODE. S. UTILIZE WATERPROOF PVC OR ALUMINUM RECEPTACLE BOXES ON EXTERIOR S. PREWIRE FOR CABLE AND PHONE LOCATIONS AS DIRECTED BY OWNER , 10. EXTERIOR FLOODLIGHTING TO BE CONNECTED TO 3-WAY MASTER SWITCH. SWITCH LOCATIONS AS DIRECTED BY OWNER. 11. INSTALL DIMMER SWITCHES IN LOCATIONS DIRECTED BY OWNER 12. ALL TOILET ROOMS TO HAVE QUIT TYPE EXHAUST FANS DUCTED TO EXTERIOR WITH BACK DRAFT DAMPERS. 13. SMOKE, CARBON MONOXIDE AND HEAT DETECTORS. SEE SPECIFIC NOTATION. 14. SMOKE, CARBON MONOXIDE AND HEAT DETECTORS. SEE SPECIFIC NOTATION. SMOKE DETECTORS 1. ELECTRICAL CONTRACTOR SHALL HARD WIRE, FURNISH AND INSTALL ALL SMOKE, CARBON MONOXIDE AND HEAT DETECTORS As REQUIRED PER CODE REQUIREMENTS AND THOSE LISTED BELOW. 2. INSTALL HARD WIRED SMOKE DETECTORS, ONE EACH BEDROOM, STAIR HALLWAYS (FIitST FLOOR, SECOND FLOOR AND BASEMENT) AND KITCHEN. 3. INSTALL HARDWIRED CARBON MONOXIDE DETECTOR IN AREAS CONTAINING MECHANICAL EQUIPMENT AND GARAGE. 4. INSTALL HARDWIRED HEAT DETECTOR IN AREAS CONTAINING MECHANICAL EQUIPMENT. MEC-IANiCAL SPECIFICATIONS ALL WORK SHALL COMPLY WITH THE NATIONAL PLUMBING AND MECHANICAL CODE AND ALL APPLICABLE CODES OF THE COMMONWEALTH OF MASSACHUSETTS AND ALL LOCAL ZONINP ORDINANCES AND BY-LAWS. PLUMBING AND MECHANICAL WORK SHALL BE DESIGN BUILD BY THE OWNERS SEPARATE PLUMBING/MECHANICAL CONTRACTOR. FINAL ELECTRICAL DRAWINGS SHALL BE SUBMITTEV TO THE BUILDING "PECTOR BY THE PLUMBING/MECHANICAL CONTRACTOR REFER TO FiNAL PLUMBING AND MECHANICAL DRAWINGS FOR LOCATIONS OF ALL PIPING, PLUMBING FIXTURES, HOT WATER HEATER, HVAC EQUIPMENT AND CONTROLS. PLUMBING Al I) MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL EQUIPMENT AND/OR DEVICES AS PER CODE REQUIREMENTS. ANY ITEMS NOT SPECIFIED TO BE SELECTED AND/OR FURNISHED BY THE OWNER I. THE OWNER SHALL FURNISH ALL PLUMBING FIXTURES. 2. THE OWNER SHALL FURNISH HVAC SYSTEM AS REQUIRED. 3. FURNISH AND INSTALL HOT WATER HEATER (MINIMUM 5o GAL-) 4. RJW1814 AND INSTALL FURNACE AND HEAT DISTRIBUTION SYSTEM. 5. FURNISH AND INSTALL GAS SUPPLY LINES AS REQUIRED FROM METER TO GAS FIRED EQUIPMENT. FURNISH AND INSTALL GAS SHUTOFF VALVE AT EACH DEVICE. 6. FURNISH AND INSTALL FLUES, DAMPERS AND VENTING AS REQUIRED. -I. FURNISH AND INSTALL (2) FREEZE -PROOF HOSE BIBS. (LOCATION BY OWNER) S. ALL PLUMBING FIXTURES/VALVES SHALL HAVE SHUTOFFS BELOW OR ADJACENT. 5. ALL TOILETS SHALL BE Ib GALLON FLUSH TYPES WITH ELONGATED BOWL. 10. THE OWNER SHALL SELECT ALL PLUMBING FIXTURES, COLORS AND VALVING HARDWARE: ii. FURNISH AND INSTALL DUCTED VENT WITH BACK DRAFT DAMPER BETWEEN RANGE HOOC AND EXTERIOR 12. ALL BATHROOMS AND POWDER ROOMS SHALL HAVE CEILING MOUNTED EXHAUST FANS ON INDEPENDENT SWITCHES. FANS SHALL BE VENTED TO EXTERIOR WITH BACK DRAFT DAMPERS. A A 1P%!r I 19 Wra-Tun SIZE Mo nVi>TO i"I" 3EFORE, THE CONCRETE IS FOURED. t`JILDING DEPARTMENT ,, r---n d D---tioudi VOUR D ' WO # T aF- KIT )T THE BUILDING DURING THE pi"OGREB OF THiS WORK. s Ikea. 4G DEPAR MilIT ' elf D""ORI I >0 RAN, A CCPY GI TIiIs Eri,dzr� Peen P3trat Be ept Un N0`�ICE An As Built Survey, rnmst t,C oubMitted to the Bo-0-ding Dept. prior to coiling for a foundation inspection or any further construction, FIRS ST4F'I wr, MQ iREMENT ...a.rFarw�Lti 1 Ponetrtons thru rued ways and floors shaft be sealed with a materiai capf e of preventing the Passcge of flames and hot DQSses when subjected to the requirements of 1te Test Standard epic fOr Firo Stops ASTWE-814. La A O N } im C 0-1 N O N =3 LU z �luO ❑O❑ 0 cn 0 N , O Z w Z U Ll U la U r V) z W J rn M zD C-4CO �¢ 00 o D J ^^ (AJQ toC) z Q • •" U�elf o a o ix Q�U �1¢i H Z J ppZ L3 .. O U- � =3 O Lii UOL� L E IL (a z SWEET: SHEET 2 OF I (o FIRST FLOOR PLAN SCALE: 1/411=1'-011 0 1' 2' 3' 4' 8' NORTH C D MAN A Copy � T s Enr' mrll Plan Must a Kept 0-1 tiie Dt :tu4+ v com().Tas SIZ, MM "P rI It.SIECT W 13 FtSOUIRED Ber,MF THE CONCRETE IS POUR. . V}ZLDWG DEPARTMEN' of Dmt-mouth YOUR DpAWWa k4AT r E KRwT AT THE SUiLDING DURING THE pWGMWopTHqW0RK. t'j.'LDM DEPARTMEW �t c>f D�lrreru'•`i No"I An A-,; y,er tt om, .hied to tfxc�''ita� Dept. prior to oa for foundation inspection or any ftmher constructim T u rated was and floors slaty to iaterial capable of preventing the m and hot gasses when subjecW nts of the Test Standerd epccr ;TM-E-014. b C u C N f1 N Q 6l z Ll Cl z U d n LLI cVn En Z W En J J Z -D C c J Q p J N—Q 0 V) 0 c Q—v o O OL L 0) S - S Q) di X /3 Z z 4 CU w Q� � Q X; u L i o (Y ttl z 0 ,ii— Z L U E: OL SHEET: 141,0 SHEET 3 OF I (o SECOND RLOO;a PLAN SCALE: 1/4" = V-011 0 1' 2' 3' 4' 8' Aeennh. NORTH Of uwrr -al" RECORD RA A Copy (N This rig.:. r � j Flan Must BOL r%et �,j Fite Ottt iONo-Tum shm mio v.,"TH 1 'ECTION 1$ REOUIRED 3EFOPEE THE CONCRETE IS POURED. VJ1LDtNG DEPARTN'ZNT d' Dt4 "Out'. yOUR ' T RE p�mRESS F THIS WORK. t)URINC THE 1,MMW,G DEPAR WI!N r '�-", e4 D 1u WJ4T Penetrations tbru rated waRs and f ma sIA be sealed with a material capable !e of preventiN the pa sage Of fla- mes and hat gasses when subjt'$3CeG to the requirements of the 'hest Suv&r'd fDr FtmS ASTM-'E-014. 1-asolty-aval I., , maw"" W An As Built Survey m. tv�t be eub.ltitted to the Build"n, Dept. prior to Cahn, far. a foundation inspeCtic a or z" fti ther constructityn. 3 x so 11. FILE 00P�i` Z z � o `� +- � } w n�o <1 ma u ❑c❑ � O ct) U W W r- ct7 d d !L � u � Q U Cl cUn V) z �J MM Z N � � JQ 00 0D J n o p in J ¢ O z V) U -WC I::- L;j M 6- !`' Z Q�v CLLL- Z Z „O U- -*, O LL, z w CL t� ill z SWEET: ,41.1 SNEET 4 OF 14 4G a. Ww W. 11.-F-%I I rill 1 FRONT MIZEV TION SCALE: 1/4" =1'-0" Lk"Ft ELMYATION SCALE: 1141' =1'-O" 0 V 2' 3' 4' V ..mow Pt . -V r TOP OF FRAMING _ SECOND FLOOR CEILING SECOND FLOOR FIRST FLOOR CEILING FIRST FLOOR TOP OF FRAMING SECOND FLOOR CEILING SECOND FLOOR FIRST FLOOR CEILING FIRST FLOOR FINISH GRADE FILE 001"i 101i!f] V. .0 "17'JTH RECORD RIM A Ce, p y M TW sEr1ti Piet Mast K i C16I S1t3: DOM. C0N0gUIjE SIX& AND DEr iH 11�:"ECTION It REQUIRED BF'�GRE ?F!E CONCRETE IS POURS t UILDWG DEPARTMENT Tim of Dar"outh VOUR DpAW_PQ MUST VErwr Ar TW' WILDING DURING TN= Pt=REM OF THIS WORK. BUILDING DEPARTMENT ltr m cri DertmMAh NT 0 C III$ An As Built survey nwst 1 � v,itted to the B it -dine - Dept. prior to caiCng for a fon:adnion inspection or any further construction. Ftag STOPPING RE T FINISH GRADE PCnetrations thru MW wells and floors S� t^t sler-Jxd with a materiel capable of preventing Ool P"Sage of flames and hot gasses when subjected to thho requirements of ft Tost Stendord ep.-cry' for Fes+ Sto;n A"-E-014. w 1— .Q f— LLI d) Z O } w 73 N n' L LLI O w,� ❑ n ❑ N w Z w i 0 - L1 AC L] = 0 < Q tii V ct) U w 1L Q z W I� J 2 V z N JQ 0000 0(D0 ::) _I ^^ N J Q is z L0 (n C) t; i 00 Q — U CL LLB O U S Co O L S LL =3 OL z z LU L L � C� w o Z O � f— Iii (V z L w X LLI LLI SWEET: A2.FO SHEET (0 OF 1(0 1 -- SCALE: 114" =1' -m" ,42.1 SCALE: 114" = V -0" 0 1' 2' 3' 4' S' TOP OF FRAMING SECOND FLOOR CEILING SECOND FLOOR FIRST FLOOR CEILING FIRST FLOOR FINISH GRADE BF gT —M REQIJ���lT PC :Zt0n thru PEW. Yaps and floors shall bf sealed with a material ca b?a of Preventing Pe6xge of flames and hot,:(,;asses wtjon sub}et i #o the requirements of th9-,Tasl Star rd cf t"c tT FK-- Biome AFRI:Fe,I o!. di t- 4 n I-- w z Z O o � n } w to IY LLI z mho � ❑13❑ � cYl N w O o LU Q n @ d L1 LU --1 4 U O 3 z J r71� Ob _ji M CV Z � N Q � rn co JQ 0000 J ^ 0 J QZOM in C> LO 0 M U Ckf- Q00� aX F Z Lin < FILE CrrA I oZ U O TOP OF FRAMING U Q) SECOND FLOOR CEILING U 47J V8 ■ R`lz lFt a/Av2] ■ ■ �C/ �- rian mtwt BUF Kept On Site A-- u' LLI LU SECOND FLOOR FIRST FLOOR CEILING EL �1 Z YOU14 DRAW A'' THE WILDING D 1N THE PnOGFi"x, OF THS WORK. FUILDING DEPARTMPE,,,'* CONO-TURE SIZE AND DEFT,I IM"ECTM IS► REQUIRED BEFOPE 1L O THE CONCRETE IS POUREC O FIRST FLOOR t4JILDING DEPARTMENT iii n/ lbn of Detrtmouth 4 \ JLU FINISH GRADE w � ` IN x —1 N JLU LU SHEET: An As Built SUrveY fn"st be Igub.:.itted to thr P:ji?- 1ng Dept. prior to calling for 42,rl a. fout}&tion inspection or any, furtlter construction. SHEET I OF 1 �O r I -,� REAR ELEY►4T I ON ,42.2 SCALE: 1/4"=11-011 0 V 2' 3' 4' V TOP OF FRAMING SECOND FLOOR CEILMG SECOND FLOOR FIRST FLOOR CEILING FIRST FLOOR FINISH GRADE RIGHT rMLAVATION SCALE: 1/4"=1'-011 0 V 2' 3' 4' S' TOP OF FRAMING SECOND FLOOR CEILING SECOND FLOOR FIRST FLOOR CEILING FIRST FLOOR FINISH GRADE Fifes STOPPING REQUIREPI. #' T Penetrations thru reted wOs and floors Shr2- IV sealed wrath a material capaabao of preventing �*- passe-ge of flames and hot gasses when subpcwd to the rcql.drements of the Vest Standard ep� c for Fire Strops ASTM-F-E14. "NQ'I'IC Eq An As Built -S1'rvcy mllst be oubr: dLted to the B1ifjdf lvt , Dept. prior to calling fe a foundation inspection Or any further constructiot1- Ar THe KMDING DURING THE PMOkWe OF THIS WORK. MILDING DEPA€;TME'N7 71010ri of cjmftmrlh SONO-TUBE 3" AND DEPTH I1 ECTI0N IS REOLIMCD StFe k-E THE CONCRL-TE 13 POUP.M. 1.P VNG DEPARTMENT Tt •'"! d Da OLe. l PLAN1�rr_11111-11 OF FILspy C1 Two N. Plan Plust Ba its Go -ape LICE. !I LU d Z z � > w =3 QC LAN Z mCL0 ® ❑13❑ �r w O O = �a �. C1 +- cl i� t�Vit U Q 0) U 11- a V) z W ,., n � J rn � i Q N N rn ca JQ 00 CO J ^ 0 �J¢ (DC> 0 U) U�of, Q00v � a Z QZ v O U .. (L O Q) � • LU 111 Z L L Q Vr-mz° SWEET: ,422 ,F SHEET 8 OF 1(0 OVER 6 MIL POLY V.B. t 6" COMP. GRVL. FILL BUILMI G arMOTION SCALE: 1/4" =1'-0" 0 1' 2' 3' 4' 8' COL. W STL BEARING PL TOP 4 BOTTOM (TYP) 2'-0" SQ X 1'-0" T CONC. FTG. -9 COL. (TYP) WOOD WATER.TABLE PAINTED 2X6 PT MUD SILL W/SILL SEALER ANCHOR BOLTS OR STRAPS 6 4'-0" O.G. 10" CONIC FOUNDATION (TYP) MASTIC WATEiRPROOFINGs (TYP) 04 RE -BAR 6 4'-0" O.G. (TYP) GROUT PARG-'ING (TYP) 2'-2" W X 1'-0"' T CONIC FOOTING 4'-0" BELOW ,FROSTLINE (TYP) (2) *4 CONT. 1-4opIZ RE -BAR (TYP) FILE CO"i" Ng' An As Built Su-1 vey muist be guN .1-tted to the -'A' ling, Dept. prior to calbrig for. z foundation inspection or any farther construction. FIFA STQP'F1-N REC Ui WZ-Y1 penetrations thru rated viaNs and floors shall be sealed with a material capaNe of preventing the passag© of flames and hot gassss wrhon su*CtOd to the requirements of the 'feat Stan InM Pectic br Fte Stop#3 ASTM-E-614. ECORD91 Plan Must # # On 8ile VONO-TI1E SLU AND DEPTH INSPECTION t3 REOUIRED BEFORE THE CONCRETE tS POURED. tUIL.DING DEPARTMENT e of Dff"Outh Dr !"&PW RE KM AT,TKE pj,Mt),N,3 DURING THE pr=R ' oft Tt S WORK. V�JMNfl DEPARTtl ,-NIT Ttr m cif Dmmrrn s"'h lU N z z � O +- >. w -Z3 '-D W LAN z CIO ❑c❑ e wCj) °U N U a n e a � o L1 U 0 d N U a V) z w r3 r- �J Q�jM N z rn co Q � -ia 0000 J ^ 0 N J Q ^ O V) U Fr o°-� z a °U �U- 0 U u" Q) o O U�LLJ z di !Z w LLI .2 IYl z 0'�D z Z Y z SHEET: 14300 SHEET 9 OF 1(0 1x12 SLEEPERS (TYP) 2x10 RAFTERS (TYP) 2x12 RIDGE TRIM TO 12 9 1/2" AT EXTEN0. TION 2x10 LOOKOUTS 8 �G• 6 16" O.G. (TYP) e �� 2x10 BARSE RAFTER WOOD RAKE TRIM PAINTED (TYP) =rr "CIIIIIIIIIIIII� BUILDING SECTION ,43.1 SCALE: 1/4" =1'-0" 0 1' 2' 3' 4' 8' CONTINUOUS RIDGE VENT (TYP) 0 Z 2X12 RIDGE BOARD 5/8" CDX ROOF SHEATHING (TYP) 30 LB FELT W/ BREATHABLE WIRE MESH OVER SHEATHING ASPHALT ARCHITECTURAL SHINGLE ROOF AS SELECTED BY OWNER 2x4 CROSS TIES 12 0 16" O.C. (TYP)+/a 8 CRICKET LLC STEP FLASHING m �c RG. BATT INSUL. (TYP) 2x10 CLG. JOIST a 1/2" GWB BLUEBD CLG ON WD FURRING W/PLAS. SKIM (TYP) (2) 2x6 TOP PLATE (TYP) 5 1/2" R-15 FG BATT INSUL. W/ VAPOR BARRIER (TYP) 1/2" GWB BLUEBD. WALLS W/PLASTER SKIM (TYP) 2X6 STUD 8 16" O.G. (TYP) 5 1/2" R-15 FG BATT INSUL. W/VAPOR BARRIER (TYP) WD. BASEBOARD (TYP) 3/4" CDX PLYWD SUB FLOOR 2x12 FL. JOIST 6 12" O.G. L' `-- R-IS FG BATT INSUL. (TYP) (3) 2X12 BEAM (MIN) W/JOIST HANGERS (ALT. SET BEAM BELOW JOIST W/JOIST BEARING ON BEAM WILL REQUIRE 61 BEAM POCKET IN FOUDATION) ap mm 4" CONC. SLAB W/W.W.M. REINFORCING OVER 6 MIL POLY V.B. < 6" COMP. GRVL. FILL 2x10 CLG. JOIST 6 16" O.C. HARDWOOD RAILING BY STAIR MFR. (TYP) PRE -MANUFACTURED CURVED STAIRWAY 4 RAILINGS REFER TO MFR. SHOP DRAWINGS -------------- 2x12 FL. JOIST a 12" O.G. 4" CONC FILLED STL LALLY COL. W/STL BEARING PL TOP 4 BOTTOM (TYP) 2'-0" SQ X 1'-0" T CONC. FTG. ,s COL. (TYP) H LU Z Z � O +- } (y Ul nLLI0 ttl IL U ❑no 0LU N O Z = Q �= o w w n d-5 U O ICE 4 WATER BARRIER Is VALLEYS t EAVES (TYP) I 2X* SOFFIT JOISI 16" OC i DR -IF EDGE (TYP) GUITITER 4 DOWNSPOUT (TYP) 1/2 MOO FASCIA (TYP) CONT MOO SOFFIT W/VENT (TYP) CDX SHEATHING (TYP) AIF;Z/VAPOR BARRIER (TYP) 'CEDAR SHINGLES fLLC FLASHING CDX ROOF SHEATHING (TYP) I I30 'LB FELT W/ BREATHABLE 'WIRE MESH OVER SHEATHING a omc ;1 � , .;. ;ASiPHALT ARCHITECTURAL SHINGLE Per1sftVM Ulm rated wails and floors shall b;: �- ! 12 R010F AS SELECTED BY OWNER sealed with a material ca 3I 11e of preventing th;., Passage of flames and hat gasses when subjedvi z to the requlrements of fe Test Stand J o GU 7� ER d DOWNSPOUTS f�r Fig � ASTM-E-814. G Q �; N CO 1(2) ',2x8 BOXED HEADER J Q � CO 2x4, JOIST U, � Q C> o vvi� "•� to 11/2" "MDO SOFFIT � � � W II � Z Q .--- U d Li STONE VENEER REFER TO h, INOSES t SPECIFICATIONS An As B tt) I I Ott �.�,,��� y. z I MDfO COLUMN WRAP PTO. sub2titted to th�L i �„ tajjv � ,< �W/LlLC FLASHING GAP Dept. p to calling far J I � PT <4x4 COLUMN � fa�ndati on inspection or to STEPS AS REQUIRED TO GRADE Z1 7 further construction. Z FIN. GRADE coNo-TU E Safi AM DMH "EC'T" 1r- REQUIRED BEFCWr< ' — 2X(o PT MUD SILL W/SILL SEALER � THE CONCRETE Is POUREC), U 4"x1" MASONRY SHELF tUMMa DEPARTmcNT —ANCHOR BOLTS OR STRAPS * 4'-0" O.C. ' ° mr,!m0te, U —10" CONIC FOUNDATION (TYP) • • OL —MASTIC WA ERPROOFING (TYP) Air THE EUILDINO DURING THE O Q) —*4 RE -BAR; e 4'-0" O.C. (TYP) Pt°r &Z 012 THIS WORK. JJ_1 � :3— GROUT PAiRGING (TYP) MZWO DEFAffn> JU U1'U o- c�I �:� z � 111 — 2'-2" W X -•0" T CONC FOOTING LLI 4'-0" 5EL0W FROSTLINE (TYP) v Q O LU — (2) *4 CONT:. WORIZ RE -BAR (TYP) � � •a i�- EC 0 LuL2 Q) o A Copy Q1 ThIs Endwl X: CO z Plan IZIM ID DIM On S118 Dad FILE COW, 0CID La Z i4 Z�--- CA �- U LU N rYl in SHEET: 14301 SHEET 10 OF 1 (0 fir /46 ., oc WO CLG. JOIST 8 16" O.C. 1/2" GWB BLUEBD CLG ON WD FURRING W/PLAS. SKIM (TYP) 2X6 STUD m 16" O.C. (TYP) 5 1/2" R-15 FG BATT INSUL. W/VAPOR BARRIER (TYP) 1/2" GWB BLUEBD WALLS (TYP)- WOOD BASEBOARD (TYP) —� /-- 3/4" COX PLYWOOD SUBFLOOR 2x12 FL. JOIST 6 12" O.G. 1/2" GWB BLUEBD CLG ON WD FURRING W/PLAS. SKIM (TYP) (2) 2x6 TOP PLATE (TYP) 2X6 STUD -8 16" O.G. (TYP) 5 1/2" R-15 FG BATT INSUL. W/VAPOR BARRIER (TYP) 1/2" GWB BLUEBD WALLS lTY ) WOOD BASEBOARD (TYP) 3/4" COX PLYWOOD SUBFLO F 2x12 FL. JOIST 12" O.G. 4" CONC. SLAB W/WWM. REINFORCING OVER 6 MIL POLY Y.B. E 6" COMP. GRVL. FILL 4" GONG FILLED STL LALLY COL. W/STL BEARING PL m TOPd BOTTOM(TYP) 2 -0I, SQ X 1 -0' T CONC. FTG. a COL. (TYP) BUI DING SrZCTION SCALE: 1/4" =1'-0" 0 1' 2' 3' 4' 8' 1x12 SLEEPER (TYP) RIDGE VENT (TYP) 2x10 RAFTERS (TYP) 2x12 RIDGE TRIM TO S 1/2" AT EXTENTION 2x10 LOOKOUTS tv 16" O.G. (TYP) 2x10 BARGE RAFTER WOOD RAKE TRIM PAINTED (TYP) 1/2" COX SHEATHING (TYP) AIR/VAPOR BARRIER (TYP) CEDAR SHINGLES WOOD WATERTABLE PAINTED 1/2" MOO SOFFIT PAINTED STONE VENEER REFER TO NOTES E SPECIFICATIONS 1/2" COX SHEATHING (TYP) FIN. GRADE 2X6 PT MUD SILL W/SILL SEALER 4"xl" MASONRY SHELF ANCHOR BOLTS OR STRAPS 4'-0" O.G. 10" CONC FOUNDATION (TYP) MASTIC WATERPROOFING (TYP) 4 RE B RS4 0 O.G. (TYP) 2'-2" W X 1'-0" T GONG FOOTING 4'-0" BELOW FROSTLINE (TYP) (2) *4 CONT. HORIZ RE -BAR (TYP) 4LA /46., �c 2x10 CLG. JOIST ,6 16" O.C. C�QQQQQQ 1/2" GWB BLUEBD CLG ON WD FURRING W/PLAS. SKIM (TYP) 2X6 STUD 6 16" O.C. (TYP) 5 1/2" R-15 FG BATT INSUL. W/VAPOR BARRIER (TYP) 1/2" GWB BLUEBD WALLS (TYP)- WOOD BASEBOARD (TYP) —,, ,-- 3/4" COX PLYWOOD SUBFLOOR 2x12 FL. JOIST w 12" O.G. 1/2" GWB BLUEBD CLG ON WD FURRING W/PLAS. SKIM (TYP) (2) 2x6 TOP PLATE (TYP) 2X6 STUD tv 16" O.C. (TYP) 5 1/2" R-15 FG BATT INSUL. W/YAPOR BARRIER (TYP) 1/2" GWB BLUEBD WALLS (TYP) WOOD BASEBOARD (TYP) 3/4" COX PLYWOOD SUBFLOOR 2x12 FL. JOIST -0 12" O.G. 2x10 RAFTERS (TYP) 2x12 RIDGE TRIM TO S 1/2" AT EXTENTION 2x10 LOOKOUTS 0 16" O.C. (TYP) 2x10 BARGE RAFTER WOOD RAKE TRIM PAINTED (TYP) 1/2" MOO SOFFIT PAINTED STONE VENEER REFER TO NOTES t SPECIFICATIONS 1/2" COX SHEATHING (TYP) FIN. GRADE 2X6 PT MUD SILL W/SILL SEALER 4"x7" MASONRY SHELF ANCHOR BOLTS OR STRAPS a 4'-0" O.G. 4" CONC. SLAB W/W.WM. REINFORCING 10" CONC FOUNDATION (TYP) OVER 6 MIL POLY V.B. 4 6" COMP. MASTIC WATERPROOFING (TYP) GRVL. FILL 4" CONC FILLED STL LALLY COL. W/STL BEARING PL TOPE BOTTOM(TYP) 2'-0" SQ X i -0' T CONC. FTG. e COL. (TYP) BUILDING SECTION SCALE: 1/4" =1'-0" 0 1' 2' 3' 4' 8' *4 RE -BAR tv 4'-0" O.C. (TYP) f— 2'-2" W X 1'-0" T CONC FOOTING 4'-0" BELOW FROSTLINE (TYP) -CONT. HORIZ RE -BAR (TYP) PenatrattOns t#uu retad v alls and f =&I shah G seated with a mat. W capaab"13 of preverfting FILE Cr th�p Y passim of flames and hot gasses WhOn subj®c� f 0E-) to t1he requlremonts of trio Tact Stm1^rd rrelc br Piro Sty AM4-E-C14. K-4 C An As Butt Sur -Cy rnUst be $up; Wi tted to t c B iiflirg Dept, prior to calling for. . a foxmidation inspcctiOn Or furtref constmirction. >i�oNO TUE� 8 N AM DEPTH It!^^ECTION iS REWIM NFM! THE CONCRETE IS POURED. tULDtNG DEPARTMENT ?tmm CO Der IMOLdt wmwaI rPE r EMOINO DURING THE Pr=R'= OF THIS WORK. MR -DING DEPARTMENT lb"n CO Dertrm^ TOWN GF QP U-I'Jrm AE�O��CCPY Of 'yw A Enodand Plan MuSt Be Kept On Site Awl STONE VENEE WOOD MANTE STONE HEAR1 F I EPLAC SCALE: 1/4" =1' -0" 0 1' 2' 3' 4' 8' 1_411 21_4j'� 1-6" INN STONE HEARTH - STONE VENEER - row SCALE: 1/4" =1'-0" Imm 0 1' 2' 3' 4' 8' 12x12 FLUE LINER 4" CMU W/2" STONE VENEER LLC STEP FLASHING (2) 2x10 HEADER ROOF DECK 4" CMU TO BELOW ROOF LINE (2) 2x10 HEADER 2x10 CLG. JOIST 6 12" O.C. 1/2" GWB BLUEBD CLG ON WD FURRING W/PLAS. SKIM (TYP) 2x4 STUD 0 16" O.G. W/1/2" GWB (2) 2x12 HEADER 2x12 FL. JOIST e 12" O.C. 1/2" GWB BLUEBD CLG ON WD FURRING W/PLAS. SKIM (TYP) 2x4 STUD m 16" O.C. W/1/2" GWB 6" CMU GROUT CORES SOLID FIRE BRICK LINER 8" CMU GROUT CORES SOLID GROUT SOLID (2) 2x12 HEADER 2x12 FL. JOIST e 12" O.C. REINFORCED CONC SLAB 12" CONC. FNDN. ASH PIT W/CAST IRON CLEAN OUT 4" CONC. FLOOR SLAB 6" COMPACTED GRAVEL 12" THICK FTNG. smCO ION LINE OF FNDN. BELOW ALLOW SPACE FOR 61'- 8" FLUE LINE OF 12"x12" FLUE LINER ABOVE 8" CMU GROUT CORES SOLID GROUT SOLID LINE OF 2" MINIMUM CLEARANCE TO COMBUSTIBLE MATERIALS (TYP) LINE OF PARTITION Z Z � _O `� f- } w =3 t? � O ® cDfL0 ❑0❑ -� 00 c O = U L1 Q d Ll tL Q W w U w Ci La --1 d N U 1_U O r V) z w M V) J p�jM N Z -j Q o CO ^o (n = < '\ O Z Q 0C� w o� Z a 0o a � H <1 Z F�- J t� oZ U O U � � E • W U Q- `) -.3 z Z di LU wLu L ate- i'Ll Z z 1Ll —1 lu d M .� SHEET: 43,P2 SHEET �� OF 1�O It, / ^ ✓ \ see, OPTIONAL 8"' CONC. FOUNDATION \ < FOOTING " CHIMNEY / \ \ DOWEL t0 FOUNDATION W104 12 O=. (TYP) Al ALTERNATE: \ \ BEAMP t F-8 X1-4 OPENING \ \ / \ FOR CASEMENT WINDOW \. \ — F —r 2'-8"X1'-4"OPENING — ------ --- -----� �� L.—I �'' FOR CASEMENT WINDOW 3?�6 � I' \ ALTERNATE: `V I BEAM POCKET I 0 — I LINE OF FIREPLACE s` -1 4 CHIMNEY ABOVE F 7 r I DOWEL TO FOUNDATIONall I W/+4 -0 12 O.G. (r r'P) r AL'rE .1,4tE: I BEAMI POCKET — — — — DEPRESS T.O. FOUNDATION TO 4" ABOVE T.O. SLAB At DOOR %Q 4-44 4'-0 " 18'-1 " ,�•, / / 'n T HAUNCH SLAB + DOORS 4 (TYP) I CONCRETE FOUNDATIONI/ I uP I `� t FOOTING FOR CHIMNEY ALTERNATE: I I W/OPENING FOR FLUES BEAM POCKET t CLEANOUTS AS REQUIRED ZT- / �•� to -0" � -10� 3 -e4 3'-1" 8'-2" 8'-2" 8 -2 4" LALLY COL. (TYP) / I � � / I L —I L —I _1 I I ALTERNATE: I I I ALTERNATE: S . • ( BEAM POCKET 5"x5"A3" BEAM POCKET '-0" X 2'-0" X I'-0" T. FtG. • '° I IF BEAM SET BELOW JOIST FOR LALLY COL. (TYP) I I I ( I I I SET BEAM ON P.T. BLKG. I I I I I n, I IF D Z4" CONC. SLAB WNLW.M. REINFORCING I I 2'-8" X 1'-4" OPENING 1 OVER 6 MIL POLY V.B. i 6 COMP. I DEPRESS T.O. FOUNDATION I I FOR CASEMENT WINDOW .0 GRVL. FILL I 4" BELOW T.O. SLAB ATDOOR HAUNCH SLAB * DOORS (TYP) <L L e UP N I I I I I Q 4 CONC. SLAB ON GRADE W/WjjUM. I I a 3 REINFORCING OVER 6 MIL POLY V.B. t I I 6 COMP. GRVL. FILL PITCH TO DOOR , --------1 = L_ L_ F �-------e, -\—LtNE -------- a r--------� I _ OF4 WIDExB DEEP ------ — �— ----J I s, BRICK SHELF (TYP.) , 4" 4" 4" (0'-C 13'-11" FOUNDAt ION PLAN 6C4L.E: 114" _ V-0tt 0 1' 2' 3' 4' 8' 13'-3„-- 13'-8" 4'-0" DEEP FOOTING (MIN.) °►'-4" An Az Built Survey mist, by a ub,*, -Rt cd ro Lhe Bull -ding Dept;. ,prior to calng for, z foundation inspwtion or furthef construction, Penetrations ftu rated was and floors soh, bO seated with a material capabts of preventing thi> passege of flames and hot gasses when subjeaWd to the regUirements of the Test Standnrd PCOMC fbr Fire Saps ASTM-E-814. L� x, 40 jR,41:::: L SX /3- 6� ,3gr "_ "3 i 17. ' cop Y (n Tills l rs Plan vi I Be Rept G,n Gito Apt G►V1rir As Re() g � YOUR Dd;;AI WO Rw Is i!z-T AT THE IUILDING DURING THE PWOREW OF r-RS WORK. BUILDING DEPA TTMEW lboat of Der �. FILE 00f." i W Q O o +_ W} � z �IL O ® ❑e❑ N Wn z o 'u = U Q w U Cl w Q d) w a- r z W M 1� ~ J N Q� �� -ja �00 ::) J ^^ U) J Q '\ O 0 V) '� v U -W W w p0_�`' z p00¢ i¢ f�- Z Z O S Co (Y OL Q) LLI OL U Z lu L� E-= WE E ti_t z W 0-1 Q.._ u— 5NEE7: 5 1 so GHEE? 12 OF 1(o SCALE: 1/4" =1'-0" 0 1' 2' 3' GENERAL NOTES: 1. FRAMING PLAN IS SHOWN SCHEMATICALLY. MAKE ADJUSTMENTS AS REQUIRED BASED ON ACTUAL FIELD CONDITIONS AS REQUIRED. 2. PROVIDE DOUBLE OR TRIPLE FRAMING MEMBERS WHERE INDICATED ON PLAN. 3. PROVIDE DOUBLE FRAMING MEMBER (MINIMUM) AT HEADERS AND TRIMMERS AT OPENINGS WHERE INDICATED ON PLAN. 4. PROVIDE DOUBLE FLOOR JOIST UNDER NON -BEARING PARTITIOMS THAT RUN PARALLEL TO FLOOR JOIST. 5. PROVIDE 2x BLOCKING * 16" O.C. AT PARTITIONS THAT RUN PARALLEL TO, AND BETWEEN CEILING JOISTS. 6. PROVIDE WOOD OR METAL BRIDGING WHERE INDICATED ON PLAN. I. PROVIDE IX12 (MIN) SLEEPERS AT ROOF VALLEY INTERSECTIONS WHERE INDICATED ON ROOF FRAMING PLAN. NOTE: ANTHONY POWERJOIST ADIroo Il 1/8" ea fro" O.G. W/ANTHONY it -1/8" RIM JOIST (OR EQUAL) MAY BE SUBSTITUTED FOR 2x12 FLOOR JOIST 0 12" O.G. FOLLOW ALL MANUFACTURERS INSTALLATION RECOMMENDATIONS AND INSTRUCTIONS. Fi C Ul MENT Penetr bons thru Wed we -Us and floors sW be seefed wfith a mat9riaJ Cafaable of preventing thf. Passage Of fumes and hot gasses when ,-AeoW to tho requirements of the Test Stnderd e pecrc br F"r, 0 Sty ASTM-E-014. NOTIC -V-4, - L-1 An As Built S. 1 rvey =t %,t be FILE(. s gub t1ttCd to the Buiiding. 1 , Dust, Prior to c Z foundation ins all-Ing for . inspection or Mir further cor> stnxtionn. 1�3RAM A Copy (rt Ttos Erd Flan Must 40 HAPI (1i 10 t ID aon>a-Tua sak,AM QEPT8 ECT" I3 RBQUtRED BEFGI,,, Tr CONCRETE 13 POURED. tWLDING DEPARTMENT of Dartmouth YOUR DAAWWO MAT RE b Ar `TH,,E BUILDING DURING W.OQMM OF THS WORK. . 'j'm DIEPAATI4=Nt ei 1 �r19A z W N z 0 }- U 0 NJ [ntLU O W 0 4 w U w Q 45 U O Q� w d z w R 0L ui z W W r a 3 V) z w ,,, z N <� rnco to �¢ co00 J 00 NJQ tOCD Z 0 U w o�� Z 0 U U � CID Z3 Z N m z° v U— Z U- ,SHEE7: z 5 SET 13 OF 16 2xo CLG. JOIST * Io" O.C. (TYF 2x10 RAFTERS a loll O.G. (TYF 2x12 NIP RAFTS i-,� SrZGOND FLOOR FRAMING PLAN 2 SCALE: 1/4" = V-0" 0 V 2' 3' 4' 8' FILE CO��' JONO-TU2E SIZE AND WTH JtWECTION It REOUIR D SSFORE THE CONCRETE I3 POURED. WILDING DEPARTMENT IbJ'tllPt of Dff"Outh AT THE gU")ING DURING rNL, PE a OF THS woo. Vr-ty-40 D R'Ta; Nr It 'M of Dmtt3t ,gym PLAN, A CopyC.1 TWIS ErdUMd plan f t C t Mitts Penetrations thru rated was and floors she br sealed with a material We,bEe of Preventing the Passago of flames and hOt gasses when subjeot.sd to tho requirements of the Tos# Standerd c otic fDr F#0 S ASTM-E-8i4. -%T C An has Built Su: vey n-w t 1 $ub,,Lt tted to the BuiLling Dept. prior to calling for. . I fount' glon inspection or f" further construction. w t- Q t--- LU N Z z O o � > DC LLJ --T Ho 0 ❑n❑ �r w O O = n el e < o U w lit F— LU U LU O 3 Ln z w J M IN- _j M M Z cV N Q rn CO J Q 932 J NJQ coCD Z O M Div U�� w Oo_� Z a °� iiX U Q LL Q) o LULLI z Lij ate. 1k iY1 Z Lii t- 2x% a IF 9 I/2"'AT EXTE'NTION , � ATTIC e Low ROOF: FRAMING PL.AN E3,.,IjSCALE: 114" = V _011 0 V 2' 3' 4' a' 0 raw vw. vvwv 16" O.C. (TYP) Z z � o +_ } w =3 z two ❑o❑ Wn o o a +� u o LLI u Uj 0 --Io < c 1110 RAFTER r a V) z M �.JJ Obi M N J Q CMO J ^ 0 NJQ co lCD O V) .�.� U � � z ococc _¢ < U CL L- ANIL1— Z F-- mWns thru rated wags and floors shay be d with a material capable of preventing the ppZ ,.go of flames and hot gasses when sub�,I c' �3 i requ#rements of the Vest Standerd c c n S-t Vo ASI M-E-814. O U Q) N 0 T I C Ei, An As Built Survey Iralst 1�le subm. tcd. to the Bui,'-,Jin u- O Dept. prior to calling for � U LLJ a foundation inspection r"r < Z u; any, further construction . z i- z I-EC010 PLAN �- z A Gcpy QH TWS EndvrM plan 11111st B Kept site 7014 SONaT NZE AND DEPTH W1-4'"ECTION IS REOUIRED REFO E O �CONCRETE IS POURED. n, FLONG DEPARTMENT � l K- t�# Dr�rnn4uttr l._L to u0z Youn I�c +car z z O A' THL'7 E'UfLDING DURING THE 'r S OF TINS WORK. W CVi#"X'4 Q DI:PAM N d ►+gin, SHEET: t FILE COW SHEET 15 OF 1(0 k% ]�� HICXH Roor= FR,4mlNcx PLM14N Sl SCALE: 1/4" = V -0" 0 V 2' 3' 4' 8' _..._ , .-I- 9 1/2" AT EXTENTION FIRE 8T0ppjtgG '` UU-,I I�r . ,.. 'ei,etrat'Ons t#uu reted waRs and f oor f Bated Niith a material capabte of pre entsha� b� 3sse9e of flames and hot gasses when sub' 9 sctfv,. the requirements of the Test Sta t€e r � StD AST"-E 814. + oMc M�jo An is Built i rvcy mist Ix sub.,�ntied to the Rui—I ing Mpt. prior to calling for It tOW&Ition inspection or my further construction. E-CM,u! Plan !sat t 1, t ar, i Atli 't .X fit! sa 101 AND 0Mj SECTION 93 REOU1'€iCD THE CONCRETE if POtIFtEfJ. ex,- "" a D Bull -• W�%1tDull,N� i11 E FILE Cv��'.' z Z 0 .O v, �- > Wn IIN V^^ J (L lL 1,, ^ n v' Vz' g n V DOD m U O z Oi-- U.1 U L1 n 0 ddi � n L] UU, U w n q N U LLI O IL V) Z w J P� J pC:j M N f- J Q 0C) 00 �JQ CO IC o U "•� v-wOf- IL '�' z Q-L) RE 1�— z pZ U 0 Q) l - Q) -1-' t zZ� aLLI � o � z° n� 1� l..i.i LIL Z o w n, n SHEET: 51,4 sneer 1(0 oF 1(0