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HomeMy WebLinkAbout8 Pierce St plan 1IECC TABLE 402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT** ASSEMBLY REQUIREMENT ACTUAL WOOD FRAME CAVITY WALL R=20 R=21 WOOD FRAME FLOOR' R=30 R=30 WOOD FRAME CEILING' 2 3 R=49 R=49 WINDOWS U=0.300 U<0.300 DOORS U = 0.300 U < 0.300 BASEMENT WALLS 15/1 94 15/1 94 Residentia 9 Am 8 PIERCE STREET WEST YARMOUTH, MA. 02673 r�r... DENNIS COLWELL .ARCHITECTS 132 CENTRAL STREET, SUITE 203, FOXBOROUGH, MA 02035 P. 508-241 -2122 F. 508-455-4466 WWW.DC-ARCHITECT.COM ARCHITECT DENNIS COLWELL ARCHITECTS,INC. PRINCIPAL: DENNIS COLWELL JR. PROJECT MANAGER: SCOTT WAGNER EMAIL: DENNIS@DC-ARCHITECT.COM EMAIL: SCOTT@DC-ARCHITECT.COM PHONE: 508-241-2122 - FAX: 508-455-4466 ADDRESS: 132 CENTRAL STREET, SUITE 203 FOXBOROUGH, MA 02035 ' R503.1.1 BUILDING ENVELOPE EXCEPTION 2: THE FOLLOWING ALTERATIONS NEED NOT COMPLY WITH THE REQUIREMNTS FOR NEW CONSTRUCTION PROVIDED THE ENERGY USE OF THE BUILDING IS NOT INCREASED: EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. 2 R402.2.1 CEILINGS WITH ATTIC SPACES. WHEN SECTION R402.1.1 WOULD REQUIRE R-38 IN THE CEILING, INSTALLING R-30 OVER 100 PERCENT OF THE CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENT FOR R-38 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES. SIMILARLY, R-38 SHALL BE DEEMED TO SATISFY THE REQUIREMENT FOR R-49 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402.1.3 AND THE TOTAL UAALTERNATIVE IN SECTION R402.1.4. 3 R402.2.2 CEILINGS WITHOUT ATTIC SPACES. WHERE SECTION R402.1.1 WOULD REQUIRE INSULATION LEVELS ABOVE R-30 AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION, THE MINIMUM REQUIRED INSULATION FOR SUCH ROOF/CEILING ASSEMBLIES SHALL BE R-30. THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION R402.1.1 SHALL BE LIMITED TO 500 SQUARE FEET (46 M2) OR 20 PERCENT OF THE TOTAL INSULATED CEILING AREA, WHICHEVER IS LESS. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402.1.3 AND THE TOTAL UAALTERNATIVE IN SECTION R402.1.4. 4 TABLE R402.1.2 BASEMENT R-VALUE "15/19" MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. "l5/19" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME **G.C. TO VERIFY WITH CODE OFFICIAL TO CONFIRM ADDITIONAL ENERGY CODE COMPLIANCE REQUIREMENTS** Gol 1— w w r H V w U rrool r 00 cri v� w 0 0 Q (Z? AT F.H. FIRE HYDRANT PL. PLASTIC/PLATE i ANGLE F.N.D. FEMININE NAPKIN DISPOSAL PLLAM. PLASTIC LAMINATE < CENTERLINE F.O. FRAME OPENING PEAS. PLASTER [ CHANNEL F.P. FIREPROOFING PLBG. PLUMBING i PERPENDICULAR F/O FACE OF PLYWD. PLYWOOD > PLATE F/R FIRE -RESISTIVE PNL PANEL ROUND/DIAMETER FAP FIRE ANNUNCIATION (ALARM) PANEL PR. PAIR FDN. FOUNDATION PREFAB. PREFABRICATE(D) A.F.F. ABOVE FINISH FLOOR FIN. FINISHED) PT./PTD. PAINT/PAINTED A.P. ACCESS PANEL FIXT FIXTURE PTN. PARTITION A.T. ASPHALT TILE TUG. FLASHING PVMT. PAVEMENT A/C AIR CONDITIONING FL. FLOOR AC ACRE Q.T. QUARRY TILE FM FACTORY MUTUAL QTY. QUANTITY ACT. ACOUSTICALTILE FNV. FEMININE NAPKIN VENDOR ADUN. ADDITION FR. FRAME R. RADIUSAISER ADD. ADDENDUM FRWG. FRAMING R.B. RUBBER BASE ADJUST. ADJUSTABLE FT FOOT/FEET R.D. ROOF DRAIN ALT. ALTERNATE FTG. FOOTING R.O. ROUGH OPENING ALUM. ALUMINUM FUR. FURRING REF. REFERENCE ANCH. ANCHOR(AGE) TURN. FURNISHED/FURNITURE REINS REINFORCED ANOD. ANODIZED FWC FABRIC WALL COVERING REQ'D REQUIRED APPROX. APPROXIMATE RET. RETURN ARCH. ARCHITECT(URAL) G.B. GRAB BAR REV. REVISED/REVISION ASB. ASBESTOS G.C. GENERAL CONTRACTOR RM, ROOM ASPH. ASPHALT G.C.T. GLAZED CERAMIC TILE RUB. RUBBER GA GAUGE B.M. BENCHMARK GALV. GALVANIZED S.C. SOLID CORE B.U.R. BUILT-UP ROOF GKT. GASKET S.S. STAINLESS STEEL B.W. BOTH WAYS GL GLASS, GLAZING S.T.C. SOUND TRANSMISSION CLASS B/O BOTTOM OF GWB. GYPSUM WALLBOARD SCH. SCHEDULE BD. BOARD GYP. GYPSUM SECT. SECTION BLDG. BUILDING SH. SHEET BLKG. BLOCKING H. HEIGHT SHIN. SHEATHING BLKT. BLANKET H.C. HOLLOW CORE SIM: SIMILAR BM: BEAM .. H.M. HOLLOW METAL SENT- SEALANT BRG, BEARING H/C HANDICAPPED SLR. SEALER BRK. BRICK HBD. HARDBOARD SPEC. SPECIFICATION BSMT. BASEMENT HDWD. HARDWOOD SPR. SPRINKLER BVL BEVELED HDWR. HARDWARE SQ, SQUARE HGLR. HEAT/GLARE/UGHT REDUCING(GLASS) ST./ STEEL C.E.S.CARPET EDGING STRIP HORIZ. HORIZONTAL C.H. CHEMICAL HARDENER HR. HOUR STD: STANDARD STR.lSTRUCT. STRUCTURE( -AL) C.I. CAST IRON HVAC. HEATINGNENTILATING/NRCOND. SUSP. SUSPENDED C.LP. CAST -IN -PLACE C.1, CONTROL JOINT LC.S. INSULATED COMPOSITE SIDING SYM. SYMMETRICAL C.LL. CONTRACT LIMIT LINE I.D. INSIDE DIAMETER T. TRANSFORMER/TREAD C.M.P.MPREG. M.P. CORRUGATED METAL PIPE IMPREGNATED TAG. TONGUE &GROOVE C.M.T. CERAMIC MOSAIC TILE INCL. INCLUDED) (-ING) T/CONC. TOP OF CONCRETE C.M.U. CONCRETE MASONRY UNIT INSUL INSULATE(D) (-ION) (-ING) T/D TOP OF DECK C.T. CERAMIC TILE INT. INTERIOR T/O TOP OF CABT. CABINET INV. INVERT T/S TOP OF STEEL CARP. CARPENTER JAN. JANITOR T/W TOP OF WALL CB, CHALKBOARD 1T. JOINT TB TACKBOARD CEM. CEMENT TEL. TELEPHONE CL CLOSET L. LENGTH TEM. TEMPERED CLG. CEILING LAM. LAMINATE(D) TEMP. TEMPERATURE CLR. CLEAR I". LAVATORY TERM. TERMINAL COL. COLUMN LF LINEAR FEET TERR. TERRAZZO COMB. COMBINATION LG. LONG TI1 THCK(NESS) COMP. COMPOSITE LL LIVE LOAD THRES. THRESHOLD CONC. CONCRETE LEH. LONG LEG HORIZONTAL LET. TOILET CONST. CONSTRUCTION LLV. LONG LEG VERTICAL TRANS. TRANSPORT CONT. CONTINUOUS LOC. LOCATE(D) (-ION) TRANSF. TRANSFORMER CONFER. CONTRACTOR LT -GA. LIGHT GAUGE TR TRANSPARENT CORR. CORRIDOR LTG. LIGHTING TRS. TILE REDUCER STRIP CORRUG. CORRUGATED LTL LINTEL TYP. TYPICAL CPT. CARPET LVR. LOUVER CRS. COURSES) M.O. MASONRY OPENING U.C. UNDERCUT U.N.O. UNLESS NOTED OTHERWISE D. DEPTH M.R. MOISTURE RESISTANT UC UNIV: OPCAUP. [TEST] D.F. DRINKING FOUNTAIN MACH. MACHINE UL UNDERWRITER'S LAB. (TEST) D.H. DOUBLE HUNG MAT. MATERIAL UR. URINAL D.O. DOOR OPENING/DITTO MAX_ MAXIMUM URE. URETHANE COATING MECH. MECHANICAL DEFT, DEFLECTION MET. METALLIC) V. VINYL DlA DIAMETER MEZZ MEZZANINE Y.B. VAPOR BARRIER DIA DIAGONAL MFR. MANUFACTURER V.P. VISION PANEL DIMEN. DIMENSION MIN. MINIMUM VAR. VARNISH DL DEAD LOAD MISC. MISCELLANEOUS VB VINYL BASE DN. DOWN MLDG. MOULDING VCT. VINYL COMPOSITION TILE DTL DETAIL MMB. MEMBRANE VERT. VERTICAL DWG: DRAWING MSRY. MASONRY VEST. VESTIBULE E.J. EXPANSION JOINT MIT METAL VNR. VENEER E.P. ELECTRIC PANEL MULL. MULLION VT VINYL TILE E.S.R. ELASTIC SHEET ROOFING VWC. VINYL WALLCOVERING E.W.C. ELECTRIC WATER COOLER N.A N.I.C. NOT APPLICABLE NOT IN CONTRACT W. WIDTH EA. EACH N.S. NON -SUP W.C. WATER CLOSET EL. ELEVATION N.T.S. NOT TO SCALE WD WOOD EL. ELECTRIC(AL) NAT, NATURAL W.GL WIRE GLASS ELEV. ELEVATOR NO. NUMBER W.P. WATERPROOF/WORKPOINT ENTR. ENTRANCE NOM. NOMINAL W.R. WATER REPELLENT/RESISTANT EQ. EQUAL W.S. WEATHER STRIP EQUIP. EQUIPMENT O.A. OVERALL W.W. WINDOW WALL ESTIM. ESTIMATE O.C. ON CENTER W.W.F. WELDED WIRE FABRIC EXG. EXISTING O.D. OUTSIDE DIAMETER `A'/ WITH EXH. EXHAUST OPNG. OPENING WIO WITHOUT EXP. EXPOSED OPP. OPPOSITE WDW. WINDOW EXPAN. EXPANSION OPPEL OPPOSITE HAND EXT. EXTERIOR OSU OHIO STATE UNIV. (TEST) F.B.O. FURNISHED BY OTHER P.&M. PATCH & MATCH F.C.U. FAN COIL UNIT P.M.S. PREFORMED METAL SIDING F.D. FLOOR DRAIN P.V.C. POLYVINYL CHLORIDE F.E. FIRE EXTINGUISHER PBD. PARTICLE BOARD F.E.C. FIRE EXTINGUISHER CABINET PERIM. PERIMETER ABBREVIATIONS I r-- - COLUMN LINE O1 WALL / PARTITION TYPE 100 ROOM NAME AND NUMBER 100 DOOR DESIGNATION ( A ) WINDOW TYPES GENERAL / SPECIFIC [�( NOTES 11 1 A7.7 13 Al5 14 ELEVATION REFERENCE SYMBOL 12 1 Al .1 WALL SECTION OR BUILDING CUT REFERENCE SYMBOL 1 DETAIL REFERENCE SYMBOL Al .l DATUM NORTH NORTH ARROW NEW STUD WALL NEW C.M.U. WALL NEW BRICK WALL r + EXISTING WALL TO BE REMOVED EXISTING WALL TO REMAIN WALLS LEGEND EARTH GRAVEL $ a 4 CONCRETE CMU BRICK BATT INSULATION RIGID INSULATION STEEL ROUGH LUMBER PLYWOOD FINISHED WOOD s ■ GENERAL FOUNDATION & CONCRETE NOTES: 1. SPREAD FOOTINGS SHALL BEAR LEVEL ON UNDISTURBED SOIL HAVING AN ALLOWABLE BEARING CAPACITY OF 2 TONS PER SQUARE FOOT, 2. IF BEARING MATERIALS WITH A LOWER BEARING CAPACITY THAN 2 TONS PER SQUARE FOOT ARE ENCOUNTERED AT THE SPECIFIED ELEVATIONS, THE UNDERLYING UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL TO BE APPROVED BY THE ENGINEER/ARCHITECT 3. THE ARCHITECT/ ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. 4. NO FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN GROUND. 5. FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED. 6. BACKFILL UNDER ANY PORTION OF THE BUILDING SHALL BE COMPACTED IN 6' LIFTS OF 95% COMPACTED GRAVEL AS APPROVED BY THE ENGINEER. 7. DO NOT BACKFILL EXTERIOR WALLS UNTIL PERMANENT STRUCTURAL SUPPORTS (FRAMED FLOORS AND SLABS) ARE IN PLACE. BRACE ALL WALLS AND GRADE BEAMS DURING BACKFILLING. 8. CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE CODE FOR'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'. 9. CONCRETE FOUNDATION WALLS AND FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS AND 3,500 P.S.I. FOR SLABS, WITH A SLUMP OF NO MORE THAN 4' AND AIR ENTRAINMENT OF 4-6%. THE USE OF CALCIUM CHLORIDE IS NOT PERMITTED. PROVIDE PROPER CONCRETE PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH THE A.C.I. 10. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. 615. GRADE 60 11. ALL CONCRETE SLABS ON GROUND SHALL BE REINFORCED WITH 6x6-10/10 (MIN.) WELDED WIRE FABRIC PLACED AT MID -DEPTH, OR AS OTHERWISE SHOWN ON THE DRAWINGS. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO A.S.T.M. Al85 AND SHALL LAP 6' MINIMUM OR ONE SPACE WHICHEVER IS LARGER, AND SHALL BE WIRED TOGETHER. PROVIDE SUFFICIENT CHAIR OR SUPPORT BARS AS NECESSARY TO POSITION WELDED WIRE FABRIC. 12. WHERE CONTINUOUS BARS ARE CALLED FOR THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 40 BAR DIAMETERS, UNLESS OTHERWISE SHOWN. 13. NOTIFY ARCHITECT/ ENGINEER FOR INSPECTION OF COMPLETED INSTALLATION OF REINFORCEMENT AT LEAST 24 HOURS PRIOR TO SCHEDULED PLACEMENT OF CONCRETE. 14. PLACEMENT OF CONCRETE POURS FOR FOUNDATION WALLS OR GRADE BEAMS SHOULD NOT EXCEED 60 FEET IN ANY STRAIGHT LENGTH AND SHOULD HAVE A VERTICAL 2'x4' KEY WITH CONTINUOUS REINFORCING (40 BAR DIAMETER MINIMUM) THRU THE CONSTRUCTION JOINT. 15. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE AMERICAN CONCRETE INSTITUTE. UNDER NO CONDITIONS SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. 16. THE USE OF CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO CONTROL CRACKING. SAW CUT TO A DEPTH ONE -QUARTER OF THE DEPTH OF THE SLAB. SEE PLAN FOR LAYOUT. 17. DAMP PROOF ALL FOUNDATION WALLS BELOW GRADE. OTHER THAN FROST WALLS_ 18. GROUT TO BE NON -SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 P.S.I. AT 28 DAYS. USE CEMENTITIOUS GROUT AS MANUFACTURED BY 'FIVE-STAR PRODUCTS INC., SIKA CORP., FOSROC INC.' OR APPROVED EQUAL - GENERAL FRAMING NOTES: 1. ALL FRAMING LUMBER SHALL BE HEM -FIR GRADE NO. 2 OR S.P.F. (SPRUCE -PINE -FIR) GRADE NO. 2 OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS Of THE AMERICAN FOREST AND PAPER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 875 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 400 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,400,000 P.S.I. OTHER FRAMING MATERIAL FOR INTERIOR NON -LOAD BEARING STUDS MAY BE SUBSTITUTED ONLY UPON APPROVAL OF THE ENGINEER. 2. ALL PRESSURE TREATED (CCA TREATED) DIMENSIONAL FRAMING LUMBER SHALL BE SOUTHERN PINE GRADE NO. 2. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 1,050 P.SJ. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 565 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,600,000 P.S.I. 3. ALL PRESSURE TREATED (CCA TREATED) SOLID TIMBERS SHALL BE SOUTHERN PINE GRADE NO. 2 (UNLESS OTHERWISE SPECIFIED ON DRAWINGS). THE MINIMUM ALLOWABLE BENDING STRESS (Fb) 850 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 375 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,200,000 P.S.I. 4. ALL'LVL'S' SHOWN ARE TO BE PARALLAMS OR MICROLAMS. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 2,900 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) PERPENDICULAR TO THE GRAIN SHALL BE 750 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 2,000,000 P.S.I. ALL PARALLAMS EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED (CCA TREATED). INSTALL MICROLLAMS AND PARALLAMS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 5. USE %" TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING , $/8' EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING, ANDy' EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. 6. INTERIOR STUD WALLS TO BE 2x4 MINIMUM @ 16' O.C. UNLESS OTHERWISE NOTED. 7. PROVIDE ADEQUATE WALL RESISTANCE TO RACKING BY DIAGONAL CORNER WIND BRACING ANCHORED TO SILL PLATES. 8. PROVIDE SOLID BLOCKING @ 8'-0' INTERVALS BETWEEN FLOOR JOISTS AND OR DOUBLE ALL JOISTS UNDER EACH PARTITION 9. USE FULLY NAILED METAL CONNECTORS (TECO,SIMPSON OR EQUAL) , JOIST HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS, PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. 10. FOR ROUGH WINDOW OPENINGS AND INTERIOR DOOR OPENINGS UP TO 3 FEET USE 2-2x6 HEADER BEAMS. FROM 3 TO 6 FEET, USE 2-2X8 HEADER BEAMS, AND FROM 6 TO 8 FEET USE 2-2x10 HEADER BEAMS , EXCEPT AS NOTED OTHERWISE ON THE PLANS OR SPECIFICATIONS. IF MICROLLAMS OR PARALLAMS ARE SPECIFIED ON PLANS , PROVIDE SOLID 4x4 POST SUPPORTS FOR DOUBLE HEADERS AND SOLID 4x6 POSTS FOR TRIPLE HEADERS, OR AS OTHERWISE SPECIFIED ON THE PLAN. 11. ALL FRAMING TO BE INSTALLED IN ACCORDANCE WITH STATE BUILDING CODE REQUIREMENTS AND GENERAL FRAMING PRACTICE AS DETAILED IN THE 'ARCHITECTURAL GRAPHIC STANDARDS', BY RAMSEY & SLEEPER. 12. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED & SCREWED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC. PL400 SUB FLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL. 13. ALL WALL STUDS TO ALIGN WITH FLOOR JOISTS AND ROOF RAFTERS. 14. THE CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH END AND OR TO THE EXTERIOR WALLS. 15. BUILT-UP BEAMS (3 PIECE MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2-1 OD NAILS AND PARALLAMS, OR MICROLLAMS WITH 2-16D NAILS (TOP AND BOTTOM) AT 12' O.C. OR AS OTHERWISE NOTED ON THE DRAWINGS, OR AS RECOMMENDED BY THE MANUFACTURER. FOUR PLY. BUILT-UP BEAMS TO BE THRU-BOLTED WITH 2 2 DIAMETER BOLTS AT 16' ON CENTER. 16. ALL NAILS, FASTENERS AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT -DIP GALVANIZED. 17. THE FLOOR JOISTS SHOWN AS'AJS ARE WOOD'I JOISTS'AS MANUFACTURED BY BOISE CASCADE. THE INSTALLATION, BLOCKING RIM JOISTS, OPENINGS THRU WEBS, HEADERS, WEB STIFFENERS ,ETC. , ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE DESIGN AND LAYOUT DRAWINGS BY THE MANUFACTURER AND SUBMIT TO THE ENGINEER. GENERAL STRUCTURAL STEEL NOTES: 1, ALL STEEL SHALL BE NEW STEEL CONFORMING TO THE A.I.S.0 SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND A.S.T.M.-GRADE 36. 2. ALL SCHEDULE 40 OR 80 PIPE SHALL BE NEW STEEL CONFORMING TO THE A.I.S.C. SPECIFICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND A.S.T.M. SPECIFICATION A53, TYPE 'E' OR'S' , GRADE 'B' , WITH A MINIMUM YEILD STRESS OF 35 KSI, 3. ALL'TS' DESIGNATED TUBE SHALL BE NEW STEEL CONFORMING TO THE A.I.S.C. SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND A.S.T.M. SPECIFICATION A500, GRADE 'B' , WITH A MINIMUM YIELD STRESS OF 46 KSI. 4. ALL SHOP AND FIELD WELDS SHOWN SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL CONFORM TO THE A.W.S. CODE FOR BUILDINGS. ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED. USE EXX 70 ELECTRODES. 5. NO PERMANENT CONNECTIONS SHOULD BE MADE UP UNTIL THE STRUCTURE HAS BEEN PROPERLY ALIGNED. PROVIDE TEMPORARY BRACING AS REQUIRED. 6. SUBMIT THREE COPIES OF SHOP DRAWINGS TO THE ARCHITECT/ENGINEER SHOWING SETTING PLANS, ERECTION PLANS, ALL DETAIL5 AND SIZES OF MEMBERS INCLUDING CONNECTIONS AND ALL ENGINEERING CALCULATIONS. STEEL FABRICATOR IS RESPONSIBLE FOR FINAL CONNECTION DETAILS AND DESIGN IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE LATEST EDITION OF THE A.I.S.C. DETAILING MANUAL. 7- CONNECTION BOLTS TO BE 3/' DIAMETER HIGH STRENGTH, A.S.T.M. A 325. PROVIDE A MINIMUM OF 2 BOLTS PER CONNECTION USE M' MINIMUM CAP PLATE OR BASE PLATES FULLY WELDED ALL AROUND AT COLUMNS WITH A %6 FILLET WELD, OR AS OTHERWISE SPECIFIED ON THE DRAWINGS. 8. ALL STEEL SHALL HAVE TWO COATS OF RUST -INHIBITIVE PRIMER PAINT. TOUCH UP ALL WELDS, SCRATCHES OR SCRAPES IN PAINT AFTER ERECTION. 9. WELD ALL STEEL CONTACT SURFACES (OTHER THAN BOLTED CONNECTIONS) WITH A CONTINUOUS %6 (MINIMUM) WELD. 10. PROVIDE AY4' DIAMETER WEEPHOLE AT THE BASE OF ALL TUBE AND PIPE COLUMNS. GENERAL NOTES: 1. GENERAL CONTRACTOR SHALL INSPECT THE SITE AND SHALL BE FAMILIAR WITH ALL CONDITIONS AND WITH LIMITATION OF THE CONTRACT AND SCOPE OF WORK. 2. ALL CONTRACTORS SHALL ENSURE THAT ALL WORK AND MATERIALS SHALL COMPLY WITH ALL FIRE SAFETY, HEALTH, LOCAL AND STATE BUILDING CODES, AND SHALL BE RESPONSIBLE FOR ALL PERMITS. 3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH WORK. 4. ANY ERRORS, AMBIGUITIES OR OMISSIONS IN DRAWINGS OR NOTES SHALL BE REPORTED TO THE ARCHITECT FOR CORRECTION OR CIAR'IFICAMON BEFORE ANY PART OF THE WORK IS STARTED. S. CONTRACTOR SHALL PERIODICALLY REMOVE FROM THE PREMISES ALL RUBBISH AND DEBRIS. 6. ALL FINISH MATERIAL SHALL BE STORED SO IT IS CLEAN AND FREE FROM STAIN OR DISCOLORATION. 7. THE PRESENCE OF ANY HAZARDOUS MATERIAL MUST BE REPORTED TO THE OWNER IMMEDIATELY. 8. THE CONTRACTOR SHALL SUBMIT REQUIRED SHOP DRAWINGS, FINISH AND OR COLOR SAMPLES AND EQUIPMENT CUTS PRIOR TO INSTALLATIONI TO THE OWNER FOR APPROVAL BEFORE CONSTRUCTION BEGINS. 9. THE ACCEPTANCE OF THE CONTRACT CARRIES WITH IT A GUARANTEE ON THE PART OF THE CONTRACTOR TO MAKE GOOD ANY DEFER S, IN WORK AND WORKMANSHIP FOR ONE YEAR FROM COMPLETION OF THE ENTIRE CONTRACT. 10. GENERAL CONTRACTOR IS TO COORDINATE WITH ALL EXISTING CONDITIONS AND TO PRODUCE A FIRST-CLASS INSTALLATION. 11. GENERAL CONTRACTOR SHALL CARRY ALL INSURANCE, SATISFACTORY TO OWNER. DRAWING LIST TITLE ISSUED (D >Z_ � NEW OR REVISED ISSUE O NON REVISED ISSUE SHEET OMITTED Q U Ln o N Q N O COVER NTS G1.0 GENERAL INFORMATION &DRAWING LIST AS NOTED Al .1 FLOOR PLANS AND EXTERIOR ELEVATIONS X. A1.2 DEMOLITION PLAN. FRAMING PLANS. BUILDING SECTION AND DETAILS AS NOTED U It= r U Q ING LIST VERTICAL SECTION EXTERIOR SIDING AS TO MATCH EXISTING OVERX' CDX OR EQUAL R-21 INSULATION WOOD STUDS AT 16' O.C. AYER 1 /2' G.W.B. SIDE INSULATION HORIZONTAL SECTION PARTITION TYPE: O EXT. WALL G.W.B. EACH SIDE SH AS SELECTED BY NER VERTICAL SECTION 2X4 WOOD STUDS @16' O.C. SEE PLAN v O 1/2' G.W.B. EACH SIDE FINISH AS SELECTED BY OWNER HORIZONTAL SECTION PARTITION TYPE: O INT. WALL PROJECT: RESIDENTIAL REMODEL CIAMPA RESIDENCE 8 PIERCE STREET WEST YARMOUTH, MA 02673 PROJECT NUMBER: 22226 ' Ln <� co O cv U O � U ¢ Lu 44J O U X O� ki co -0 C) v CN w LO F_ LO T,. , . _ -, V CD Ln w y w U- c� u) C4 � Q � W CJ Lu I U co O CV L0 MC Y PARTITION TYPE NOTE: 1. ALL EXTERIOR WALLS TO BE CONSIDERED PARTITION TYPE 1 UNLESS OTHERWISE NOTED. PARTITION TYPES SCALE: 1'=1'-0" DIMENSIONING NOTE: PERMITTING & LOCAL REQUIREMENTS TYPICAL UNLESS NOTED OTHERWISE (NOTES ARE NOT KEYED ON DRAWINGS) ALL DIMENSIONS SHOWN ARE SHOWN AS FOLLOWS: G.1 ALL CONSTRUCTION IS TO COMPLY WITH ANY AND ALL APPLICABLE LOCAL AND STATE BUILDING CODES. FRAMED CONSTRUCTION WALLS: FACE OF STUD TO FACE OF STUD G.2 EACH PRIME SUBCONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR REQUIRED PERMITS AND DOORS / WINDOWS: CENTERLINE OF UNIT SCHEDULING REQUIRED INSPECTIONS UNLESS DIRECTED OTHERWISE BY OWNER. ALL ANGLES ARE 45* OR 90* UNLESS NOTED OTHERWISE G.3 GENERAL CONTRACTOR SHALL ERECT TEMPORARY BARRIERS, WARNING SIGNS, CONSTRUCTION FENCING ETC. TO MAINTAIN A SAFE WORKING ENVIRONMENT. MASONRY / CONCRETE CONSTRUCTION WALLS: FACE OF MASONRY TO FACE OF MASONRY GACONSTRUCTION DEBRIS AND DEMOLISHED MATERIALS SHALL BE DISPOSED OF IN A LAWFUL AND TIMELY MANOR. DOORS/WINDOWS: MASONRY OPENING G.5 CONTRACTOR SHALL PROTECT ALL REQUIRED MEANS OF EGRESS THROUGHOUT ENTIRE CONSTRUCTION PERIOD. FINISHED DIMENSIONS SHALL BE NOTED AS EITHER FINISHED OR CLEAR ON G.6 CONTRACTOR SHALL BE RESPONSIBLE FOR THE BRACING AND SHORING OF THE STRUCTURE THROUGHOUT THE DIMENSION STRING. ENTIRE CONSTRUCTION PERIOD. DIMENSIONING NOTES PERMITTING & LOCAL REQUIREMENTS STAMP: ctiRED `icy ONJ CO( f� Ct 6 No.5021 A FOXB©ROUGH MASSACHUSETT 4Ln� OF ISSUE: DATE: ISSUE FOR PERMIT 02.07.2023 DRAWING SCALE: NTS DRAWN BY: SW CHECKED BY: DMC I DRAWING TITLE: GENERAL INFORMATION &DRAWING LIST DRAWING NUMBER: G1,00 SYMBOLS LEGEND MATERIALS LEGEND GENERAL CONSTRUCTION NOTES 6 Al .l -------------------------------- ROOF BELOW -- 5'-6" DOUBLE HUNG WINDOWS MATCH EXISTING 2'-0" NEW 2x6 WALL 3'-0" 3'-0" DR DN -00 M NEW 2x4 WALL. BEDROOM #2 2 LIVING AREA SD INTERIOR WALL NEW 2x6 WALL. - PAD OUT EXISTING WALL FLUSH WITH NEW WALL FOR DRYWALL EXISTING FRONT WALL AND WINDOWS TO REMAIN EXISTING FRONT DORMER WALL rJ 4 Al.l A1.1 2 (a)SECOND FLOOR PLAN z FIRST FLOOR PLAN A' 1 Al.l SCALE: 1/4" = 1'-0" Al .1 SCALE: 1/4" = 1'-0' 5 3 Al.] Al .l U w NEW GABLE WALLS IF NECESSARY 19 19 LEFT SIDE ELEVATION Al .l SCALE: 1/4" = l'-0" IT I ! 71 i I I i I I k .I..1 T 7- � ( I a r a I I I -- — -- — --------------- r ------------------ I f I T I e AJ�J J— I _ I i i I I _ �.,.A .• L. I b BACK ELEVATION Al.l SCALE: 1/4" = 1'-0" RIDGE VENT 12 �12 5� 7 i I - NEW WINDOWS TO MATCH EXISTING HE--------I I I I I I I I I I I 5 ,RIGHT SIDE ELEVATION SCALE: 1/4' = 1'-0' 1 BASEMENT FLOOR PLAN AI. ISCALE: 1/4" = 1'-0' ! I i I � s- P: � i � 11 Y 4 3 f Lill 2� p I m fs ..-..3 `...., .. 5 • .�.... -.�i ' ;��-'^-y c..t-�b» .�q. �- .�. i„j£j,a...3E .1 rl i if 3Fka #I i 64$#3j� WOOD RAKE BOARDS r MATCH EXISTING CORNER BOARDS ------- _- --�� ---- --�- ---- --�- - ---��---_-__ __ MATCH EXISTING WALL SHINGLES i i ( I I I I I I1 I EXISTING ROOF FRAMING I I f I I 1 f I I WITH NEW ARCHITECTURAL I, _ I I I SHINGLESJ 614 �I I I I 1 I ITL� � I —1 r-----� I i--_ I--------I-----� I I I I I )ELILI I I� I I ILl I I I I I FRONT ELEVATION Al .l SCALE: 1/4" = 1'-0" PROJECT: RESIDENTIAL REMODEL CIAMPA RESIDENCE 8 PIERCE STREET WEST YARMOUTH, MA 02673 PROJECT NUMBER: 22226 J c "' O O � N U o� W<C U w �'. (D aY w < OU X Oy LL_ > cl) 10 o v t-- Ln V)c vJ a w W LL. i� � N W ` w U O f N l STAMP: r NO.5021 FOXBOROUGH MASSACHUSETT qt OF ISSUE: DATE: ISSUED FOR PERMIT 02.07.2023 DRAWING SCALE 1 /4" = 1 '-0" DRAWN BY: SW CHECKED BY: DMC DRAWING TITLE: FLOOR PLAN AND EXTERIOR ELEVATIONS DRAWING NUMBER: Al *1 ■ — — — — — — — — — — — — — — — — — — — — — — — — —� - ROOF BELOW J 2xl0 #2 SPRUCE FIR ROOF RAFTERS @ 16" O.C. IF— 2x6 #2 SPRUCE FIR CEILING JOIST'S RAFTERS @ 16" O.C. i ROOF FRAMING PLAN A� . l SCALE: 114" = 1'-0" SECOND FLOOR CEILING LOAD UNLESS OTHERWISE NOTED DESIGN LOADS: LIVE LOAD = 20 PSF DEAD LOAD = 10 PSF ROOF SHINGLES IS 5/8" CDX PLYWOO'. 3'-0" WIDE ICE & W. ROOF RAFTERS (SEE 4 MIL VAPOR BARRI 1 /2" GWB OVER 1 X PLASTIC INSULATIO R-49 INSULATION FACIA AND SOFFIT ALUMINUM DRIP ED ALUMINUM GUTTER SIMPSON H-1 HURRI EACH RAFTER 2" CONTINUOUS SC ALUMINUM SOFFIT b 3-2X8 HEADER W/ 1 BLOCKING (TYP) MATCH EXISTING WI 1 /2" GWB INTERIOR 2X6 WOOD STUDS INSULATION MIN. R WALL SECT `� SCALE: 1 /2" = 1'-0" — — — — — — — — — — — — — — — — — — ------------- ROOF BELOW REMOVE ROOF IN IT'S ENTIRETY REMOVE EXISTING KNEEWALL 1 I Ii� II Ti ii i i f� � I i II II it — T II it N II I II II II it 11 1 1 1� i t I I i II N II II I II N III II II II II II I II II II II II II !I N i l II II II II i 1111 II II II II II II II N II i I II it i N i N N II i RIOVIII 11 11 11 it 11 111 I I I I N I I II N N II 91 11 Wt ER14 11 11 11 11 11 I I LL 3 N N N N N N N %�N Nr N N N N N N N 4 Al.l � Al.l II II II II II II II 11' iill II II II II II II N N II II N II If N II N II II „II II II II II II II 11 II II N II it II II iI II II 9I II II II N II II II N N FY IF GABLE WALL G.CS RLIS NEED II II II II II II II II iII N II II II II (I I1 (I II TO BE REMOVED. PROTECT AND II II II it N II II II II it II 11 li II it N II 11 I SALVAGE WINDOWS TO BE REUSED EXISTING FRONT DORMER WALL REMOVE EXISTING KNEEWALL REMOVE EXISTING KNEEWALL 2 Al .l i EXISTING AND DEMO SECOND FLOOR PLAN 1. j SCALE: 1 /4" = 1'-0" s BUILDING SECTION ,qj . � SCALE: 1/4" = l'-0" 2xl0 RAFTERS @ 16' O.C. 2x6 CEILING JOISTS @ 16" O.C. BOTTOM 3RD ADD (2) 2x6s TOP PLATE FUR OUT WALL PROJECT: RESIDENTIAL REMODEL CIAMPA RESIDENCE 8 PIERCE STREET WEST YARMOUTH, MA 02673 PROJECT NUMBER: 22226 ' c co 0 o U o� Lu =u 06 af Q O X V O� �'o O v N d' w� u� 0 Lo W W LL z z c �r w Z� W N V0 N Lo STAMP: ,BRED Agcy 0's COLy�, `�� 2 No 5021 jD FOX80ROUtsH MASSACHUSETT G %i-i OF ISSUE: DATE: ISSUED FOR PERMIT 02.07.2023 DRAWING SCALE: 114" = 1'-0" DRAWN BY: SW CHECKED BY: DMC DRAWING TITLE: DEMO PLAN, ROOF FRAMING PLAN AND DETAILS DRAWING NUMBER: i Ai,02 I I Li L , F I t I t t - IL 1 22.(;, kip F Lu t �a t r I t I t PROp(.),I BAS>EE;EN (- SLAB @ 1tiL. 9< .5 I IN5TALL "eRS 4 COVERS TO WITHIN 6" OF FIN15H GRADE (SEE PLAN VIEW FOR LOCATION5) 'T.O.F. @ EL. 102,0 EX15TING DWELLING EL. 94�5 i 99,5 T.O.F. 0 PROP., -54 � .-•.• \\- E55PC?OL BE PUMPED FILLED --�- 9 4 94. z - OG 100.0 y ' 100 -102 IN5PEC:T. r I-1.a c7 co # PORT / VEN " 1 CIO.2 t t + f 97.6 3P! CT P, )RT ,t DR P9F'E5 TO Be LAID LEVEL FOR 2' OUT OF DOTRIBUTION BO. WATER TE5T D-BOX FOR LEVELNE55 * FLOW G" INSPECTION PORT EQUALIZATION SEE PLAN VIEW FOR LOCATIONS 100_0 , 1 G� .O _ _ -a- I C3,.,,Q-Q 7 5ch TOP @ E.L. 98.3 9i3.75 I 14` 40 LEACH FIELD f 7` x 28` :.: 9B.08 I42 INFILTRATOR QUICK4 FW5 LOW PkOFILE CHAMBERS -J BOTTOM @ EL. 97.6 98,5t3 04STALLGAS P� 98,30 N OUtLer Ta 98.50 9 i.8ir 501L AB50RPTION 5Y5TEM FkNSTALt SEPTIC TANK t D15T. BOX 5.01 ON G' LAYER Of CKU5HED 5TONE 1 500 GALLON PRECA5T DES-G ADJU5TEU GROUNDWATFF SEPTIC TANK (H-20) 92.E SEPTIC 5Y5TEM P'NO-11 I L Df-,51GN CALCULATIONS DAILY FLOW' (3) BDRM5. x I 10 GPD - 330 GPD SEPTIC TANK: 330 GPD x 200% - GGO GPD USE: 1500 GALLON PRECAST SEPTIC TANK SAS: 17' x 28' LEACH FIELD (42 INFILTRATOR QUICK4 PLUS LOW PROFILE CHAMBERS BOTTOM. 17' x 28` x 0,74 - 352.2 GPD TOTAL: 352.2 GPD 501L LOG DATE: JANUARY 30, 2020 501L EVALUATOR: D. MEYER, R5 4 CE5 # 1614 WITNE55: M. LANGLER, YARMOUTH HEALTH DEPT. 11 EL. 101.5 0 .I TBM - EL. 100.0 1 TOP Of 5TONE BOUND �8 SIM EL, 98.G A LOAMY 5AND 1 OYR4/ 1 B LOAMY SAND I OYR5/8 C MEDIUM SAND 2.5YG/4 0 4u 3 5" EL. 91 .5' 1120° FERC: RATE <2 MIWIN (C HORIZON) GROUNDWATER OBSERVED: 1 14" (EL. 92.0) WELL: MIW-29 ZONE: B LEVEL: G.3 ADJ:O.G' ADJUSTED GROUNDWATER EL. 92.G F 7 202 HEA-L7H DEP7- -1c) GNIAL NOTES I , SEPTIC SYSTEM 15 TO BE INSTALLED IN ACCOKDANC E WITH 310 CMR 15.00: TITLE V 2. TH15 SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF A GARBAGE 015P05AL. 3. TH15 PLAN 15 NOT TO BE USED FOR PROPERTY LINE DETERMINATION 4. CONTRACTOR SHALL PROVIDE 48 HOUR, NOTICE TO DE51GN ENGINEER FOR ANY REQUIRED IN 5PECTION5 5, CONTRACTOR TO 15E R.E5PON5113LE FOR THE LOCATION OF ANY UTILITY, ABOVE OR UNDERGKOUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION 516 - 51ffWAGE P LA-\ FOP, PIERCE 5T., WEST YARMOUT , M PREPARES FOR 1 „ = 30' 07-06-2020 TMW 5P-1 WELLED. * ASSOCIATES P.O. BOX 417 CENTERVILLE, MA TEL: (08) 325-4G52 EMAIL: tri5welicr@ejmaii.com REGISTERED LAMS SURVEYORS * ENVIRONMENTAL CONSULTANT Trawl' PC