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Home My WebLink AboutCOA 50 Wayside Lane2,000.00 This map is for illustration purposes only. It is not adequate for legal boundary determination or regulatory interpretation. This map does not represent an on-the-ground survey. It may be generalized, may not reflect current conditions, and may contain cartographic errors or omissions. Parcel lines shown on this map are only graphic representations of Assessor’s tax parcels. They are not true property boundaries and do not represent accurate relationships to physical objects on the map such as building locations. 3330167 Feet feetApprox. Scale: 1 inch =167 Legend Town of Barnstable GIS Unit 367 Main Street, Hyannis, MA 02601 508-862-4624 gis@town.barnstable.ma.us Map printed on:11/22/2022 Road Names REVISION TABLE NO.DATE DESCRIPTION T-1 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: GENERAL NOTES & SPECIFICATIONS, LIST OF DRAWINGS 1.0 CONDITIONS OF CONTRACT 1.1 THESE DOCUMENTS AND NOTES ARE INTENDED TO BE SUPPLEMENTED BY AN OWNER/CONTRACTOR AGREEMENT AIA A101 OWNER/CONTRACTOR AGREEMENT AND GENERAL CONDITIONS A201. 1.2 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUBCONTRACTORS WITH ALL INFORMATION IN REGARDS TO FULL SCOPE OF THE PROJECT AND THEIR RESPECTIVE TRADES DURING BIDDING AND CONSTRUCTION PHASES. 2.0 GENERAL 2.1 SCOPE OF WORK INCLUDES ALL WORK REQUIRED AS DEFINED IN THE CONSTRUCTION DOCUMENTS . 2.2 CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT THE OWNERS EXISTING PROPERTY FROM DAMAGE DUE DIRECTLY OR INDIRECTLY FROM THE CONTRACTORS WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SUCH DAMAGE. 2.3 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INJURY AND DAMAGE OF ANY KIND RESULTING FROM THIS WORK, TO PERSONS OR PROPERTY . 2.4 RENTAL CHARGES, SAFETY, PROTECTION AND MAINTENANCE OF RENTED EQUIPMENT SHALL BE CONTRACTOR'S RESPONSIBILITY. 2.5 FINAL PAYMENT SHALL NOT BE MADE UNTIL ALL NECESSARY AFFIDAVITS, CERTIFICATION, AGENCY APPROVALS AND INSURANCE CONDITIONS OF THIS CONTRACT HAVE BEEN FULFILLED TO THE SATISFACTION OF THE OWNER. APPLICABLE REQUIREMENTS OF THE GENERAL CONDITIONS INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO THE FOLLOWING: A. FINAL CLEANUP. B. COMPLETION OF ALL PUNCH LIST ITEMS. C. SUBMISSION OF WAIVERS OF LIEN COVERING THIS CONTRACTOR AND HIS SUBCONTRACTORS AND SUPPLIERS. D. COMPLETE SET OF TAGS, CHARTS, DIAGRAMS, INSTRUCTION BOOKLETS, ETC. AS REQUIRED FOR MECHANICAL AND ELECTRICAL INSTALLATIONS. E. SUBMISSION OF ALL BUILDING DEPARTMENT APPROVALS AND CERTIFICATIONS. F. WARRANTIES IN THE NAME OF THE OWNER, PRODUCT INFORMATION AND COPIES OF SUBMITTALS. 2.6 THIS JOB IS DESIGN/BUILD FOR THE SPRINKLER SYSTEM. CONTRACTORS ARE REQUIRED TO FINALIZE THE DESIGN OF THEIR RESPECTIVE SYSTEMS FOR FULL AND PROPER OPERATIONS ACCORDING TO THE APPLICABLE LAWS AND SPECIFICATIONS, IN ORDER TO SATISFY INTENDED FUNCTION AND DESIGN OF MECHANICAL AND ELECTRICAL DRAWINGS PROVIDED HERE. PROVIDE AND INSTALL ALL REQUIRED ELEMENTS OF THESE SYSTEMS FOR FULL OPERATION ACCORDING TO THE NOTES HEREIN AND IN ACCORDANCE WITH THE APPLICABLE CODES. PROVIDE DESIGN LAYOUTS AND EQUIPMENT SUBMITTALS TO ARCHITECT AND OWNER FOR REVIEW BEFORE ORDERING OR INSTALLATION. SYSTEMS DESIGN DRAWINGS, MANUFACTURERS PRODUCT SHEETS AND SHOP DRAWINGS FOR ALL REQUIRED SYSTEMS AND PRODUCTS ARE TO BE PROVIDED FOR ARCHITECT'S AND OWNER'S REVIEW WITHIN 15 DAYS AFTER SIGNING OF THE CONTRACT BETWEEN THE OWNER AND GENERAL CONTRACTOR. 2.7 CONTRACTOR TO PROVIDE EMERGENCY ACCESS TO THE BUILDING 2 MEANS OF EGRESS AT ALL TIMES, AREA TO BE CLEARED OF DEBRIS, PARTITIONED OFF AND LIT FOR CONTINUAL ACCESSIBILITY OF TWO EXITS. TWO EXITS NEED TO BE PROVIDED DURING THE CONSTRUCTION AND DEMOLITION. 3.0 DOCUMENTS 3.1 THESE DOCUMENTS HAVE BEEN COMPILED WITH THE BEST AVAILABLE INFORMATION AND ARE NOT INTENDED TO LIMIT THE SCOPE OF WORK. THE CONTRACTOR MAY ENCOUNTER HIDDEN OR COVERED CONDITIONS, NOT INDICATED IN THE DOCUMENTS, REQUIRING ADDITIONAL WORK FOR THE COMPLETION OF THIS CONTRACT. IT WILL BE ASSUMED THAT THE CONTRACTOR HAS INSPECTED THE SITE PRIOR TO BIDDING AND VERIFIED ALL CONDITIONS, DIMENSIONS, AND OTHER INFORMATION HEREIN SUPPLIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY UNEXPECTED FIELD CONDITIONS OR DISCREPANCIES PRIOR TO BEGINNING THEIR WORK. 3.2 ALL DIMENSIONS AND LAYOUTS SHALL BE FIELD COORDINATED BY THE CONTRACTOR WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS, ALL SHOP DRAWINGS AND EXISTING CONDITIONS. ANY INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL RESOLVE AT NO COST TO THE OWNER AND TO THE SATISFACTION OF THE ARCHITECT, ANY AND ALL CONFLICTS BETWEEN THE WORK OF THE VARIOUS TRADES ARISING FROM ERRORS IN COORDINATION BETWEEN TRADES. 4.0 CONDITIONS OF WORK 4.1 CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, AND SHALL PAY AND OBTAIN BUILDING PERMITS AND ALL NECESSARY APPROVALS. CONTRACTOR SHALL OBTAIN ALL APPROVALS AND PERMITS FOR CONSTRUCTION FROM THE MUNICIPAL AGENCIES HAVING JURISDICTION, PRIOR TO COMMENCEMENT OF WORK, AT HIS OWN EXPENSE. 4.2 CONTRACTOR SHALL GUARANTEE ALL WORK AGAINST DEFECTS FOR ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. 5.0 DEMOLITION 5.1 THE GENERAL CONTRACTOR SHALL PERFORM DEMOLITION WORK AS REQUIRED TO COMPLETE CONSTRUCTION DESCRIBED IN THE DOCUMENTS. BEFORE UNDERTAKING DEMOLITION, ALL SERVICES ARE TO BE MADE SAFE FOR DEMOLITION. 6.0 GENERAL CONSTRUCTION PARAMETERS 6.1 UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE CLEAR FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL OR OPENING. 6.2 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS. ANY VARIATIONS IN SIZES, FLOOR LEVELS, DUCT OR PIPE LOCATIONS, WINDOW SILL HEIGHTS, OR ANY OTHER EXISTING WHICH MAY BE AT VARIANCE WITH THE ARCHITECTURAL DRAWINGS SHALL BE REPORTED TO THE ARCHITECT BEFORE THE BEGINNING OF CONSTRUCTION 6.3 THE GENERAL CONTRACTOR SHALL PROVIDE ALL ACCESS PANELS (FIRE RATED AND SIZED AS REQUIRED), AT WALLS AND CEILINGS WHERE MECHANICAL, PLUMBING OR ELECTRICAL ACCESS IS NECESSARY PER CODE, OR AS REQUIRED BY EQUIPMENT MANUFACTURER'S RECOMMENDATION. ARCHITECT TO APPROVE LOCATION AND SIZE OF ALL ACCESS PANELS NOT SHOWN ON ARCHITECTURAL DRAWINGS. 6.4 WALL PENETRATIONS SHALL NOT INTERFERE WITH REQUIRED FIRE RATINGS. ALL FIRE-RATED SHAFT WAYS OR OTHER RATED ELEMENTS WHICH PASS THROUGH THE LIMITS OF THE WORK ARE TO BE MAINTAINED OR COMPLETED IN A PROPERLY RATED MANNER. 6.5 PAINT ALL SCOPE, 3 COATS, SATIN FINISH, SAME QUALITY OR SUPERIOR TO BENJAMIN MOORE. (ALKYD IN WET AREAS.), COLORS TO BE APPROVED BY OWNER OR ARCHITECT. 6.6 BLOCKING SHALL BE PROVIDED IN WALLS WHERE MOUNTING ANCHORAGE WILL BE REQUIRED. LOCATIONS INCLUDE, BUT ARE NOT LIMITED TO, OPEN AND CLOSED SHELVING, CABINETRY, COUNTERS AND TRIM. ALL WOOD BLOCKING SHALL BE FIRE RETARD ANT TREATED AS REQUIRED BY CODE AND FIRESTOPPED. 6.7 ALL WORK TO BE EXECUTED TO FULFILL THE INTENDED DESIGN ACCORDING TO ACCEPTED INDUSTRY STANDARDS FOR THEIR FULL FUNCTIONING AND OPERATION. 6.8 ALL WORK TO BE IN CONFORMANCE WITH THE 2015 IBC AND 780 CMR, MASSACHUSETTS, 9TH EDITION SUPPLEMENTS. 6.9 ALL DESIGN & BUILD TRADES TO SUBMIT SHOP DRAWINGS 15 DAYS MAX AFTER SIGNING OF CONTRACT. ALL TRADES TO ADHERE TO AMERICAN STANDARD INSTITUTE (ASI) FOR THEIR RESPECTIVE DISCIPLINES, AND RULES AND REGULATIONS OF THEIR TRADE LICENSING AGENCIES. 6.10 IF CONFLICTS OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS OR PRODUCTS, PROCEDURES, ETC., THE MORE STRINGENT DETAIL AND HIGHER QUALITY SHALL BE CONSIDERED THE INTENT OF THE CONTRACT DOCUMENTS. ARCHITECTS CONFORMATION IS REQUIRED. 6.11 THE INTENT OF CONTRACT DOCUMENTS & RESPECTIVE DESIGN BUILD DISCIPLINES REPRESENT A COMPLETE INSTALLATION PER INDUSTRY AND TRADE STANDARDS FOR SIMILAR TYPES OF CONSTRUCTION IN THE GEOGRAPHIC REGION. 7.0 SHOP DRAWINGS/SUBMITTALS 7.1 THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS. SAMPLES OF ALL FINISH MATERIALS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL, INCLUDING PAINT SAMPLE. ANY FINISHES THAT ARE PURCHASED BEFORE APPROVAL AND ARE SUBSEQUENTLY REJECTED ARE THE RESPONSIBILITY OF THE CONTRACTOR. NO SUBSTITUTIONS WILL BE CONSIDERED FOR PRODUCTS OR METHODS THAT CANNOT BE PROVIDED AS A RESULT OF CONTRACTOR'S FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER, PURSUE THE WORK PROMPTLY, OR TO COORDINATE THE VARIOUS ACTIVITIES PROPERLY. 7.2 THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE ARCHITECT'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES, OR SIMILAR SUBMITTALS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ARCHITECT IN WRITING OF SUCH DEVIATION AT THE TIMES OF SUBMITTAL AND THE ARCHITECT HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS, PRODUCT DATA, SAMPLES, OR SIMILAR SUBMITTALS BY THE ARCHITECT'S APPROVAL THEREOF. 7.3 HVAC CONTRACTOR TO PROVIDE: 7.3.1.DESIGN-BUILD SERVICES, ALL WORK TO BE IN COMPLIANCE W/ 780 CMR , INCLUDING LAYOUT/ INSTALLATION DRAWINGS WITH COMPLETE LISTING AND SIZES OF ALL EQUIPMENT PROPOSED FOR USE. 7.3.2.UPON ACCEPTANCE SUBMIT THESE DRAWINGS TO THE ARCHITECT FOR REVIEW AND APPROVAL. 7.3.3.LOCATE TO SCALE ALL EQUIPMENT, PLUS SIZES AND ROUTING OF ALL DUCT WORK OR PIPING. 7.3.4.GENERAL CONTRACTOR SHALL COORDINATE THIS LAYOUT WITH FRAMERS, PRIOR TO FRAMING. 7.3.5.ACOUSTIC DUCT INSTALLATION FOR SUPPLY AND RETURN DUCTS WITHIN 10'-0" OF CONNECTION TO FORCED-AIR EQUIPMENT OR OTHERS. 7.3.6.QUIET OPERATING EXHAUST FANS IN ALL TOILETS AND BATHROOMS, DUCTED TO EXTERIOR. PROVIDE MAKE-UP/COMBUSTION AIR PER CODE REQUIREMENTS, WITH PRE-HEAT. 7.4. PLUMBING & SPRINKLER CONTRACTORS TO PROVIDE DESIGN BUILD SERVICES. 7.4.1.DESIGN BUILD SERVICES. 7.4.1.ALL WORK TO BE IN COMPLIANCE W/ 248 CMR OF THE PLUMBING CODE. 7.4.2.PROVIDE BUILDING INSPECTOR WITH ANY AND ALL REQUIRED DRAWINGS, I.E: RISER DIAGRAMS ETC. WITH PERMIT APPLICATION. 7.4.3.SUBMIT A COMPLETE PROPOSED FIXTURE SCHEDULE FOR THE ARCHITECT'S REVIEW AND APPROVAL. 7.4.4.SEE SITE PLAN FOR LOCATIONS OF REQUIRED TIE-INS. 7.4.5.ALL SUPPLY PIPING TO BE TYPE "L" COPPER MINIMUM 1/2" I.D. FOR BRANCH LINES AND MINIMUM 3/4" I.D. FOR ALL TRUNK LINES. INSULATE ALL LINES. ALL DRAINAGE LINES TO BE PVC OF SIZES AS REQUIRED BY CODE. 7.4.6.VENT ALL FIXTURES, INCLUDING ANY BOW VENTS. 7.4.7.PROTECTION OF TUB IS THIS CONTRACTOR'S RESPONSIBILITY. 7.4.8.REVIEW SPECIFICS OF PIPE DISTRIBUTION WITH GENERAL CONTRACTOR AND FRAMING CONTRACTOR. 7.4.9.FOLLOW CODE GUIDELINES FOR CUTTING AND NOTCHING FRAMING MEMBERS. SCHEDULE ALL INSPECTIONS IN A TIMELY MANNER. 7.4.10.PROVIDE AUTOMATIC SPRINKLER FIRE PROTECTION SYSTEM AS REQUIRED PER 2015 IBC SECTION 903 & NFPA 13 CODE. 7.4.11.PROVIDE COMPLETE DOCUMENTATION FOR OBTAINING THE BUILDING PERMIT. 7.5. DESIGN & BUILD SERVICES , ALL WORK TO BE IN COMPLIANCE W/ 527 CMR & NFPA 90 REQUIREMENTS. 7.5.1.COORDINATE UTILITY COMPANY REQUIREMENTS WITH ARCHITECT AND SITE CONTRACTOR. 7.5.2.COORDINATE ALL TRENCHING WITH GENERAL CONTRACTOR. 7.5.3.SERVICE TO BE DESIGNED FOR 200 AMP WITH CIRCUIT BREAKER PANEL BOARD SIZED ADEQUATELY FOR EACH UNIT. 7.5.4.COORDINATE WITH HVAC CONTRACTOR FOR A/C LOAD. 7.5.5.REVIEW LAYOUT IN FIELD WITH ARCHITECT AND GENERAL CONTRACTOR TO VERIFY LOCATIONS OF ALL SWITCHING AND LIGHTING - SEE DIAGRAMMATIC SWITCHING PLANS. 7.5.6.OWNER TO PROVIDE ALL LIGHTING FIXTURES AND APPLIANCES FOR CONTRACTOR TO INSTALL. 7.5.7.PROVIDE PERMIT AND SCHEDULE ALL INSPECTIONS IN A TIMELY FASHION. 7.5.8.PROVIDE SMOKE AND HEAT DETECTORS AS PER CODE REQUIREMENTS. 7.6. ALL DESIGN & BUILD TRADES TO SUBMIT SHOP DRAWINGS 15 DAYS MAX AFTER SIGNING OF CONTRACT. ALL TRADES TO ADHERE TO AMERICAN STANDARD INSTITUTE (ASI) FOR THEIR RESPECTIVE DISCIPLINES, AND RULES AND REGULATIONS OF THEIR TRADE LICENSING AGENCIES. 7.7. IF CONFLICTS OCCUR BETWEEN DWGS AND SPECS OR PRODUCTS, PROCEDURES, ETC., THE MORE STRINGENT DETAIL AND HIGHER QUALITY SHALL BE CONSIDERED THE INTENT OF THE CONTRACT DOCUMENTS. ARCHITECTS CONFORMATION IS REQUIRED. 7.8. THE INTENT OF CONTRACT DOCS & RESPECTIVE DESIGN BUILD DISCIPLINES REPRESENT A COMPLETE INSTALLATION PER INDUSTRY AND TRADE STANDARDS FOR SIMILAR TYPES OF CONSTRUCTION IN THE GEOGRAPHIC REGION. STRUCTURAL FRAMING NOTES 1. JOISTS, RAFTERS AND STUDS SHALL GENERAL BE STRUCTURAL NO. 2 HEM-FIR, OR SPRUCE-PINE-FIR, WITH E=1500 KSI. ALIGN BEARING WALL STUDS DIRECTLY UNDER EACH JOIST, RAFTER, AND/OR TRUSS BEARING. ALL MATERIAL SHALL BE KILN-DRIED TO A MAXIMUM MOISTURE CONTENT OF 10 PERCENT. PROVIDE DOUBLE JOISTS BENEATH ALL BEARING WALLS THAT ARE PARALLEL TO FRAMING. COORDINATE WITH HVAC AND ELECTRICAL. 2.ZIP PANEL SHEATHING SHEATHING FOR ROOFS SHALL BE 5/8" CDX ZIP ROOF PANEL SHEATHING -- EITHER WITH "H-CLIPS" 12" O.C. OR TONGUE-AND-GROOVE EDGE PROFILES. 3.ZIP PANEL SHEATHING SHEATHING FOR WALLS SHALL BE 1/2" CDX ZIP PANEL SHEATHING -- EXCEPT USE 5/8" CDX ZIP PANEL SHEATHING AT MASONRY-VENEERED, EIFS, OR STUCCO-FINISHED WALLS OR SHEAR WALLS. 4.SUBFLOORING SHALL BE 3/4" CDX, T&G, APA-RATED "STURD-I-FLOOR" ZIP PANEL SHEATHING. GLUE AND SCREW SUBFLOORING TO JOISTS. 5.SOLID TIMBER BEAMS, POSTS, AND HEADERS BUILT-UP WITH 2X MEMBERS SHALL BE STRUCTURAL NO. 2 SPRUCE PINE FIR OR SOUTHERN YELLOW PINE, WITH MINIMUM FB=1500 PSI. SOLID-BLOCK POSTS DOWN TO CONCRETE FOUNDATION WALLS. 6.MINIMUM HEADERS FOR STUD BEARING WALLS SHALL CONFORM TO THE FOLLOWING SCHEDULE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. ZIP PANEL SHEATHING FOR BUILT-UP BEAMS SHALL BE STRUCTURAL NO. 1, IN 8'-0" LENGTHS X FULL DEPTH OF HEADER. JOINT ZIP PANEL SHEATHING AT 1/4 SPAN WHEN REQUIRED. PROVIDE JACK STUDS AND DOUBLE FULL-HEIGHT STUDS AT ALL BEARINGS MAX. R.O. ROOF ABOVE FLOOR + ROOF ABOVE 3'-1" (2) 2X6'S (2) 2X8'S W/(1) 1/2" ZIP PANEL SHEATHING 5'-1" (3) 2X6'S W/ (2) 1/2" (2) 2X10'S W/(1) 1/2" PLYWOOD ZIP PANEL SHEATHING 7'-1" (2) 2X10'S W/ 1/2" (2) 2X12'S W/(1) 1/2" ZIP PANEL SHEATHING ZIP PANEL SHEATHING 9'-1" (2) 2X12'S W/ 1/2" (2) 9 1/2" X 1 3/4" LVL'S ZIP PANEL SHEATHING ALL LVL'S SHALL MEET THE FOLLOWING DESIGN STRESSES: ·MODULUS OF ELASTICITY E = 2,000,000 PSI ·FLEXURAL STRESS FB = 3100 PSI ·COMPRESSION PERPENDICULAR TO GRAIN PARALLEL TO GLUE LINE FC = 750 PSI ·COMPRESSION PARALLEL TO GRAIN FC II = 2150 PSI ·HORIZONTAL SHEAR PERPENDICULAR TO GLUE LINE FV = 285 PSI ·COMPLY WITH ALL MANUFACTURER'S INSTALLATION DETAILS AND WRITTEN RECOMMENDATIONS. 7. CUTTING AND NOTCHING: WALLS-BEARING, NOT MORE THAN 25% OF WIDTH OF MEMBER; NON BEARING, NOT MORE THAN 40% OF WIDTH OF MEMBER. 8. ALL WOOD MEMBERS TO BE NAILED IN ACCORDANCE W/ MASS CODE 780 CMR APDX. C. 9. NAILS- COMMON WIRE, EXCEPT BARBED AT ZIP PANEL SHEATHING, GALVANIZED AT EXPOSED FRAMING. POWER DRIVEN NAILS TO CONFORM 780 CMR APDX. C. DRAWING LIST Label Title T-1 GENERAL NOTES & SPECIFICATIONS, LIST OF DRAWINGS T-2 GENERAL NOTES & SPECIFICATIONS & TABLES T-3 GENERAL NOTES & SPECIFICATIONS A-0 BASEMENT PLAN A-1 FIRST FLOOR PLAN A-2 SECOND FLOOR PLAN A-3 ROOF PLAN, & WINDOW & DOOR SCHEDULES A-4 BUILDING SECTIONS "A", "B", "C" & "D" A-5 BUILDING SECTIONS "E" & "F" A-6 BUILDING FRONT & REAR ELEVATIONS A-7 BUILDING LEFT & RIGHT ELEVATIONS B-1 FIRST FLOOR BRACING WALL B-2 SECOND FLOOR BRACING WALL B-3 BRACING WALL DETAILS B-4 BRACING WALL DETAILS S-1 FIRST FLOOR FRAMING PLAN S-2 SECOND FLOOR FRAMING PLAN S-3 CEILING FRAMING PLAN S-4 ROOF FRAMING PLAN S-5 STAIRS DETAILS DT-1 DETAILS DT-2 DETAILS NEW CONSTRUCTION SINGLE FAMILY: LOT 1 BARNSTABLE, MA REVISION TABLE NO.DATE DESCRIPTION T-2 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: GENERAL NOTES & SPECIFICATIONS & TABLES 14030 2 B REVISION TABLE NO.DATE DESCRIPTION T-3 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: GENERAL NOTES & SPECIFICATIONS 2768 2868UP UP 3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally Column3 1/2 Lally ColumnCO/SD CO/SD E1 A-6 E1 A-6 E3 A-7 E3 A-7 E4 A-6 E4 A-6 E5 A-7 E5 A-7 "A" A-4 "A" A-4 "A" A-4 "A" A-4 "B" A-4 "B" A-4 "B" A-4 "B" A-4 "C" A-4 "C" A-4 "C" A-4 "C" A-4 "D" A-4 "D" A-4 "D" A-4 "D" A-4 "E" A-5 "E" A-5 "E" A-5 "E" A-5 "F" S-5 "F" S-5 "F" S-5 "F" S-5 CL 7'-4" CL 7'-6" CL 7'-6" CL 7'-6" CL 7'-6" CL 7'-6"7'-6" 52'-4"23'-2" 18'13'-6 1/2"8'-4"12'-5 1/2"26'-4"24'-5"22'-4"24'CL 13'-7"12'-9"1'-11" 9'-2" 1'-10 7/16" 9'-2" 1'-10 9/16" 24'36'18' 78' 2'-8"3'-2"18'-2" 5'5'44'24' 78'26'6'-3"40'-9"8'-6"24'28'-6"6'4'-6"6'-3"GARAGE BASEMENT BACKFILL W/ BLUESTONE CAP BACKFILL W/ BLUESTONE CAP SIMPSON STRONG STHD10 SIMPSON STRONG STHD10 SIMPSON STRONG STHD10 4" THICK 3,500 PSI CONCRETE SLAB ON 8" COMPACTED GRAVEL & 6 MILL VAPOR BARRIER 20"X12" 3,000 PSI CONCRETE STRIP FOOTING 10" THICK 3,000 PSI CONCRETE FROST WALL BULKHEAD (FINAL SIZE TBD, BY CONTRACTOR) 4" THICK 3,000 PSI CONCRETE SLAB ON 8" COMPACTED GRAVEL & 6 MILL VAPOR BARRIER WALL DROP WALL DROP WALL DROP WALL DROP WALL DROP 3-1/2" LALLY COLUMNS ON 12" X 30" 3,000 PSI CONCRETE STRIP FOOTING (BEAM ABOVE)BEAMPOCKETBEAMPOCKET10" THICK 3,000 PSI CONCRETE FOUNDATION WALL 30"X30" X12" 3,000 PSI CONCRETE FOOTING 10" THICK 3,000 PSI CONCRETE FOUNDATION WALL 30"X30" X12" 3,000 PSI CONCRETE FOOTING 10" THICK 3,000 PSI CONCRETE FOUNDATION WALL 30"X30" X12" 3,000 PSI CONCRETE FOOTING 1 DT-1 1 DT-1 1 DT-1 1 DT-1 1 DT-1 1 DT-1 2 DT-1 2 DT-13 DT-1 3 DT-1 3 DT-1 3 DT-1 4 DT-1 4 DT-1 6 DT-1 6 DT-1 9 DT-1 9 DT-1 4 DT-1 4 DT-1 4 DT-1 4 DT-1 4 DT-1 4 DT-1 4 DT-1 4 DT-1 BASEMENT ELECTRICAL SCHEDULE 2D SYMBOL DESCRIPTION QTY CO/SMOKE DETECTOR 7 SMOKE DETECTOR 1 4 HEAT DETECTOR 2 EXHAUST 6 CAGED LANTERN SCONCE 8 CO/SD SD HD CO/SD SD HD WALL SCHEDULE 2D SYMBOL WALL TYPE COMMENTS 10" CONCRETE STEM WALL 10" THICK 3,000 PSI CONCRETE WALL W//(1) #5 REBAR ON TOP & (1) AT MID-HEIGHT, ON 12"X20" 3, 000 PSI CONCRETE STRIP FOOTING. WALL TO HAVE DAMP PROOFING ON THE EXTERIOR FACE BELOW GRADE & 4" DIA. PERFORATED PVC WITH FILTER MEMBRANE SIDING-6 2X6 WOOD STUD @ 16" O.C. EXTERIOR WALL WITH SIDING ON 1/2" ZIP BOARD PANEL, R-20 INSULATION, VAPOR BARRIER ON THE INTERIOR FACE AND GWB WITH FINISHES. ALL EXTERIOR WALLS TO BE COTINUOUS BRACING WALL PANEL. INTERIOR-6 INTERIOR-6 2X6 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON BOTH SIDES INTERIOR-6, FIRE RATED 2X6 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON INTERIOR SIDE & 5/8 "TYPE X" ON THE GARAGE SIDE W/ R-20 RIGID INSULATION INTERIOR-6, WET WALL 2X6 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON DRY SIDE AND BLUE BOARD ON THE WET SIDE AND SOUND INSULATION INTERIOR-4 2X46 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON BOTH SIDES INTERIOR-4, WET WALL 2X4 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON DRY SIDE AND BLUE BOARD ON THE WET SIDE AND SOUND INSULATION INTERIOR RAILING TO OWNER / CONTRACTOR REVISION TABLE NO.DATE DESCRIPTION A-0 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: BASEMENT PLAN BASEMENT PLAN 1/4" = 1'-0" FOUNDATION NOTES: 1.ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 3,000 LBS PER SQUARE FOOT 2.NO FOOTING SHALL BE PLACED IN WATER OR ON FROZEN SOIL. 3.ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 4'-6" BELOW FINISHED GRADE. 4.A MINIMUM OF 8" COMPACTED GRAVEL OR STONE SHALL BE PLACED UNDER ALL POURED CONCRETE SLABS. 5.ALL POURED CONCRETE SHALL HAVE A MINIMUM 28 DAY- COMPRESSIVE STRENGTH OF 3,000 LBS PER SQUARE INCH OR 3,500 LBS PER SQUARE INCH ON GARAGE CONCRETE SLAB. 6.ALL POURED CONCRETE FOUNDATIONS SHALL BE IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL CODE R401-R408 7.DO NOT BACKFILL AGAINST WALL UNTIL CONCRETE HAS REACHED ITS DESIGN STRENGTH AND WALLS ARE ADEQUATELY BRACED. 8.DAMP PROOFING IS TO BE PLACED IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 9.FOOTINGS PLACED ON FILL TO BE ENGINEERED BY OTHERS HOLD-DOWN AND BRACING WALL NOTES: 1.INSTALL NAIL SURFACE OVER SHEATHING. 2.FILL ALL NAIL HOLES WITH 8P NAILS. 3.DO NOT OVERDRIVE NAIL, HEAD SHOULD BE FLUSH WITH SURFACE. NOTES: 1.ALL HEAT, SMOKE & CARBON MONOXIDE DETECTORS TO BE HARD WIRED AS PER CODE. 2.DIMENSIONS ARE FROM FACE TO FACE OF STUDS. NOTES: 1.ALL SMOKE & CARBON MONOXIDE DETECTORS TO BE HARD WIRED AND OF THE "PHOTOELECTRIC" TYPE AS PER CODE. 2. NEW LIFE SENSOR THROUGHOUT THE BUILDING. 3.EXISTING SENSORS TO BE REMOVE AND REPLACE FOR NEW ONES TIED INTO THE SAME HARDWIRE SYSTEM AS THE NEW ADDITION. 4.ALL BATHROOM SHALL HAVE FAN/LIGHTS VENTED TO EXTERIOR AS PER CODE. 5.DIMENSIONS ARE FROM FACE TO FACE OF STUD 6.KITCHEN HOOD M1503.4 SIZE - MAKEUP AIR REQUIRED IF ABOVE 400 CFM 5/8" TYPE "X" FIRE RATED GWB ON CEILING AND WALLS TO COMPLY WITH THE GARAGE- DWELLING SEPARATION REQUIREMENTS OF MA-AMENDED TABLE R302.6 DN SB33 SB33 SB30 DCB36RB24R B24RSB30 DW B24R B24RB24RB24RB24RSB33 SB33 SB30 DCB36RB24R B24RSB30 DW B24R B24RB24RB24RB24RU292490DCW2436RW3636W3015W2436RW365W2436R W04W04 W04W04 D10D10D10D10 W04W04W04W04 W04W04W04W04 D08D08 W01W01 W04W04 W04W04 W04W04 W06W06 D09D09 8068D05D05 D04D04 D01D01 D11D11 W02W02 W02W02 W04W04W04W04 D12D12 D04D04 UP UP UP UP L.V.L. BEAM (SIZED BY OTHERS) L.V.L. BEAM (SIZED BY OTHERS) L.V.L. BEAM (SIZE BY OTHERS)(3)2X4(3)2X4(3)2X4(3)2X46x6 Post6x6 Post3 1/2 Lally Column6x6 Post6x6 Post6x6 Post6x6 Post6x6 Post6x6 Post6x6 Post4x4 Post4x4 Post4x4 Post4x4 Post4x4 Post4x4 PostCO/SD CO/SD CO/SD SD HD HD E1 A-6 E1 A-6 E3 A-7 E3 A-7 E4 A-6 E4 A-6 E5 A-7 E5 A-7 "A" A-4 "A" A-4 "A" A-4 "A" A-4 "B" A-4 "B" A-4 "B" A-4 "B" A-4 "C" A-4 "C" A-4 "C" A-4 "C" A-4 "D" A-4 "D" A-4 "D" A-4 "D" A-4 "E" A-5 "E" A-5 "E" A-5 "E" A-5 "F" S-5 "F" S-5 "F" S-5 "F" S-5 CL 2'CL 6'-6"8'3'-6"3'-6"6'-8 1/2"6'-1"2'-11 1/2"3 1/2"13'14'-1"25'-1"23'-1"23'-6 1/2"35'-1" 7'-3 1/2"15'-2 1/2"12'17'-6 1/2"13'-9 1/2"6'-6 1/2"6'6'-6"CL 6'-6" CL 11'-0 7/16"6'-6" CL 17'-5 1/16"18'-6 1/2" CL 5'-10 1/2" CL 5'-9 1/2"6'-4" 24'-0 7/16"35'-11 9/16"18'2' 80' CL 3'-4"CL 17'-4"3'-4"24'34'-6"6'4'-6"CL 2'-6"2'4'-6"5'16'-6"34'-6"6'-6"2'CL 13'-8" CL 14' CL 8'-2" CL 5'-2" CL 8'-6"4'-6" CL 4'-3"19'-9" 54'24' 80' 2' CL 3'-8 1/16" CL 5'-8"3'-1" CL 5'5' CL 3'-1" CL 5'-8"4'-9 1/2"30'-1 7/8"28'-1 7/8"13'-9 1/2"5'-11 1/2"6'-9"12'-2 3/4"9'-5"13'-5 1/4"17'-6 1/2" 4'4'1450 SQ FT LIVING AREA MASTER BEDROOM LAV. KITCHEN TWO BAY GARAGE MUDROOM LIVING ENTRY HALL STAIRWELL DINING WALK-IN CLOSET MASTER BATH FARMERS PORCH FINAL LAYOUT TO OWNER/ CONTRACTOR ZERO-CLEARANCE FIREPLACE OR SIMILAR (BY OWNER/ CONTRACTOR) FAMILY 4" CONCRETE LANDING 4" CONCRETE LANDING 4" CONCRETE LANDING ELECTRICAL SCHEDULE 2D SYMBOL DESCRIPTION QTY CO/SMOKE DETECTOR 7 SMOKE DETECTOR 1 4 HEAT DETECTOR 2 EXHAUST 6 CAGED LANTERN SCONCE 8 CO/SD SD HD CO/SD SD HD WALL SCHEDULE 2D SYMBOL WALL TYPE COMMENTS 10" CONCRETE STEM WALL 10" THICK 3,000 PSI CONCRETE WALL W//(1) #5 REBAR ON TOP & (1) AT MID-HEIGHT, ON 12"X20" 3, 000 PSI CONCRETE STRIP FOOTING. WALL TO HAVE DAMP PROOFING ON THE EXTERIOR FACE BELOW GRADE & 4" DIA. PERFORATED PVC WITH FILTER MEMBRANE SIDING-6 2X6 WOOD STUD @ 16" O.C. EXTERIOR WALL WITH SIDING ON 1/2" ZIP BOARD PANEL, R-20 INSULATION, VAPOR BARRIER ON THE INTERIOR FACE AND GWB WITH FINISHES. ALL EXTERIOR WALLS TO BE COTINUOUS BRACING WALL PANEL. INTERIOR-6 INTERIOR-6 2X6 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON BOTH SIDES INTERIOR-6, FIRE RATED 2X6 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON INTERIOR SIDE & 5/8 "TYPE X" ON THE GARAGE SIDE W/ R-20 RIGID INSULATION INTERIOR-6, WET WALL 2X6 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON DRY SIDE AND BLUE BOARD ON THE WET SIDE AND SOUND INSULATION INTERIOR-4 2X46 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON BOTH SIDES INTERIOR-4, WET WALL 2X4 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON DRY SIDE AND BLUE BOARD ON THE WET SIDE AND SOUND INSULATION INTERIOR RAILING TO OWNER / CONTRACTOR REVISION TABLE NO.DATE DESCRIPTION A-1 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: FIRST FLOOR PLAN FIRST FLOOR PLAN 1/4" = 1'-0" NOTES: 1.ALL HEAT, SMOKE & CARBON MONOXIDE DETECTORS TO BE HARD WIRED AS PER CODE. 2.DIMENSIONS ARE FROM FACE TO FACE OF STUDS. NOTES: 1.ALL SMOKE & CARBON MONOXIDE DETECTORS TO BE HARD WIRED AND OF THE "PHOTOELECTRIC" TYPE AS PER CODE. 2. NEW LIFE SENSOR THROUGHOUT THE BUILDING. 3.EXISTING SENSORS TO BE REMOVE AND REPLACE FOR NEW ONES TIED INTO THE SAME HARDWIRE SYSTEM AS THE NEW ADDITION. 4.ALL BATHROOM SHALL HAVE FAN/LIGHTS VENTED TO EXTERIOR AS PER CODE. 5.DIMENSIONS ARE FROM FACE TO FACE OF STUD 6.KITCHEN HOOD M1503.4 SIZE - MAKEUP AIR REQUIRED IF ABOVE 400 CFM DN SB30 SB30SB30SB30 SB30 SB30SB30SB30 U242490RD03D03 D03D03 W03W03 W09W09 W09W09 W08W08 D02D02 D05D05 D02D02 D03D03 D02D02 D06D06 D04D04 D04D04 W05W05W05W05 W10W10 W11W11 D06D06 D01D01 W05W05W05W05(3)2X4(3)2X4(3)2X4(3)2X4(3)2X4(3)2X4(3)2X4(3)2X4SD SD SD CO/SD CO/SD E1 A-6 E1 A-6 E3 A-7 E3 A-7 E4 A-6 E4 A-6 E5 A-7 E5 A-7 "A" A-4 "A" A-4 "A" A-4 "A" A-4 "B" A-4 "B" A-4 "B" A-4 "B" A-4 "C" A-4 "C" A-4 "C" A-4 "C" A-4 "D" A-4 "D" A-4 "D" A-4 "D" A-4 "E" A-5 "E" A-5 "E" A-5 "E" A-5 "F" S-5 "F" S-5 "F" S-5 "F" S-5 2'-5 1/2" 36'24' 3'-9"8'11'-5"2'-1"13'15'-2 1/2"8'-0 15/16"12'-2 13/16"9'-3 1/4"13'-3"8'-2 1/2"14'-5"5'-8 1/2"5'-3"11'-4 1/2"24'10'-1 3/4"3'-7 3/4"2'-1"4'-10 1/2"5'-9"24'-0 7/16" CL 3'-8 1/16" CL 5'-8"3'-2" CL 4'-11"5' CL 3'-1" CL 5'-8"4'-9 1/2" 24'-0 7/16"35'-11 9/16" 60' CL 7'-4 1/2" CL 13'15'-7 1/2" CL 11'-9 1/4"12'-2 3/4" 36'24' 60' CL 10'-11"13'-1"24'30'6'24'8'-6 1/2"4'12'-0 1/2"8'-6 1/8"13'-7 3/8" 3'-10 3/8"13'5'-1 1/2"7'-7"9'-4"3'-11" 1362 SQ FT MASTER LIVING ROOM LAUNDRY WALK-IN ATTIC ATTIC STAIRWELL LOFT BEDROOM 2 CLOSET 3 HALL BATH 2 BATH 1 6' JETTED TUB LIVING AREA TUB/SHOWERCLOSET 26' SHOWER ATTIC ACCESS (LOC. TBD) 7'-0" HEADROOM 7'-0" HEADROOM BEDROOM 3 LIN 42" HEIGHT HANDRAIL 42" HEIGHT HANDRAIL ELECTRICAL SCHEDULE 2D SYMBOL DESCRIPTION QTY CO/SMOKE DETECTOR 7 SMOKE DETECTOR 1 4 HEAT DETECTOR 2 EXHAUST 6 CAGED LANTERN SCONCE 8 CO/SD SD HD CO/SD SD HD WALL SCHEDULE 2D SYMBOL WALL TYPE COMMENTS 10" CONCRETE STEM WALL 10" THICK 3,000 PSI CONCRETE WALL W//(1) #5 REBAR ON TOP & (1) AT MID-HEIGHT, ON 12"X20" 3, 000 PSI CONCRETE STRIP FOOTING. WALL TO HAVE DAMP PROOFING ON THE EXTERIOR FACE BELOW GRADE & 4" DIA. PERFORATED PVC WITH FILTER MEMBRANE SIDING-6 2X6 WOOD STUD @ 16" O.C. EXTERIOR WALL WITH SIDING ON 1/2" ZIP BOARD PANEL, R-20 INSULATION, VAPOR BARRIER ON THE INTERIOR FACE AND GWB WITH FINISHES. ALL EXTERIOR WALLS TO BE COTINUOUS BRACING WALL PANEL. INTERIOR-6 INTERIOR-6 2X6 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON BOTH SIDES INTERIOR-6, FIRE RATED 2X6 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON INTERIOR SIDE & 5/8 "TYPE X" ON THE GARAGE SIDE W/ R-20 RIGID INSULATION INTERIOR-6, WET WALL 2X6 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON DRY SIDE AND BLUE BOARD ON THE WET SIDE AND SOUND INSULATION INTERIOR-4 2X46 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON BOTH SIDES INTERIOR-4, WET WALL 2X4 WOOD STUD @ 16" O.C. INTERIOR WALL W/ GWB ON DRY SIDE AND BLUE BOARD ON THE WET SIDE AND SOUND INSULATION INTERIOR RAILING TO OWNER / CONTRACTOR REVISION TABLE NO.DATE DESCRIPTION A-2 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: SECOND FLOOR PLAN SECOND FLOOR PLAN 1/4" = 1'-0" NOTES: 1.ALL HEAT, SMOKE & CARBON MONOXIDE DETECTORS TO BE HARD WIRED AS PER CODE. 2.DIMENSIONS ARE FROM FACE TO FACE OF STUDS. NOTES: 1.ALL SMOKE & CARBON MONOXIDE DETECTORS TO BE HARD WIRED AND OF THE "PHOTOELECTRIC" TYPE AS PER CODE. 2. NEW LIFE SENSOR THROUGHOUT THE BUILDING. 3.EXISTING SENSORS TO BE REMOVE AND REPLACE FOR NEW ONES TIED INTO THE SAME HARDWIRE SYSTEM AS THE NEW ADDITION. 4.ALL BATHROOM SHALL HAVE FAN/LIGHTS VENTED TO EXTERIOR AS PER CODE. 5.DIMENSIONS ARE FROM FACE TO FACE OF STUD 6.KITCHEN HOOD M1503.4 SIZE - MAKEUP AIR REQUIRED IF ABOVE 400 CFM 8 : 1210 : 1210 : 123 : 1212 : 12 10 : 125 : 126 : 12 8 : 1210 : 1210 : 1210 : 12 10 : 12 10 : 1212 : 1212 : 12 12 : 12E1 A-6 E1 A-6 E3 A-7 E3 A-7 E4 A-6 E4 A-6 E5 A-7 E5 A-7 "A" A-4 "A" A-4 "A" A-4 "A" A-4 "B" A-4 "B" A-4 "B" A-4 "B" A-4 "C" A-4 "C" A-4 "C" A-4 "C" A-4 "D" A-4 "D" A-4 "D" A-4 "D" A-4 "E" A-5 "E" A-5 "E" A-5 "E" A-5 "F" S-5 "F" S-5 "F" S-5 "F" S-5 solar ready area 345.00sf DOWNSPOUT TOWARD GUTTER DOWNSPOUT TOWARD GUTTER DOWNSPOUT TOWARD GUTTER DOWNSPOUT TOWARD GUTTER DOWNSPOUT TOWARD GUTTER DOWNSPOUT TOWARD GUTTER DOWNSPOUT TOWARD GUTTER DOWNSPOUT TOWARD GUTTER DOWNSPOUT TOWARD GUTTER PLUMBING VENT (FINAL LOC. TBD) PLUMBING VENT (FINAL LOC. TBD) RADON PASSIVE SYSTEM (FINAL LOC. TBD) WINDOW SCHEDULE (VERIFY PRIOR TO ORDER) 3D EXTERIOR ELEVATION NUMBER LABEL QTY FLOOR SIZE R/O TEMPERED EGRESS HEADER W01 2450DH 1 1 2450DH 29"X61"2X6X32" (2) W02 2626DH 2 1 2626DH 31"X31"2X6X34" (2) W03 2830DH 1 2 2830DH 33"X37"YES 2X6X36" (2) W04 2850DH 11 1 2850DH 33"X61"2X6X36" (2) W05 2850DH 4 2 2850DH 33"X61"2X6X36" (2) W06 3636DC 1 1 3636DC 43"X43"2X6X46" (2) W08 56410MU 1 2 56410 67"X59"2X6X70" (2) W09 5650MU 2 2 5650 67"X61"YES 2X6X70" (2) W10 5650MU 1 2 5650 67"X61"2X6X70" (2) W11 5070FX 1 2 5070FX 61"X85"2X6X64" (2) DOOR SCHEDULE (VERIFY PRIOR TO ORDER) 3D EXTERIOR ELEVATION NUMBER LABEL QTY FLOOR SIZE R/O DESCRIPTION HEADER CODE MANUFACTURER COMMENTS D01 2668 1 1 2668 L IN 32"X82 1/2"HINGED-DOOR P04 2X6X35" (2) D04 2868 2 1 2868 L IN 34"X82 1/2"HINGED-DOOR P04 2X6X37" (2) D05 2868 1 1 2868 R 65 1/4"X82 1/2"POCKET-DOOR P04 2X6X68 1/4" (2) D08 3068 1 1 3068 L EX 38"X83"EXT. HINGED-DOOR E21 2X6X41" (2) D09 3068 1 1 3068 L IN 38"X82 1/2"HINGED-DOOR P04 2X6X41" (2)20 MIN, SELF-CLOSING D10 9080 2 1 9080 110"X99"GARAGE-GARAGE DOOR CHD05 2X12X116" (2) D11 6068 1 1 6068 R EX 74"X83"EXT. SLIDER-GLASS PANEL 2X10X77" (2) D12 6468MU 1 1 6468 77"X81"MULLED UNIT 2X6X80" (2) DOOR SCHEDULE (VERIFY PRIOR TO ORDER) 3D EXTERIOR ELEVATION NUMBER LABEL QTY FLOOR SIZE R/O DESCRIPTION HEADER CODE MANUFACTURER COMMENTS D01 2650 1 2 2650 R IN 32"X62 1/2"HINGED-DOOR P04 2X6X35" (2) D02 2868 3 2 2868 R IN 34"X82 1/2"HINGED-DOOR P04 2X6X37" (2) D03 2868 3 2 2868 L IN 34"X82 1/2"HINGED-DOOR P04 2X6X37" (2) D04 6068 2 2 6068 L/R 74"X82 1/2"4 DR. BIFOLD- LOUVERED 2X6X77" (2) D05 6068 1 2 6068 L/R IN 74"X82 1/2"DOUBLE HINGED- DOOR P04 2X6X77" (2) D06 2668 2 2 2668 L IN 32"X82 1/2"HINGED-DOOR P04 2X6X35" (2) REVISION TABLE NO.DATE DESCRIPTION A-3 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: ROOF PLAN, & WINDOW & DOOR SCHEDULES ROOF PLAN 3/16" = 1'-0" APPENDIX U SOLAR-READY ZONE. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar photovoltaic or solar thermal system. SECTION AU103 (RB103) SOLAR- READY ZONE AU103.1 (RB103.1) General. New detached one- and two-family dwellings, and multiple single-family dwellings (townhouses) with not less than 600 ft2 (55.74 m2) of roof area oriented between 110° and 270° of true north shall comply with sections AU103.2 through AU103.8 (RB103.2 through RB103.8). ICE & WATER SHIELD 72" OF ICE & WATER SHIELD TO BE INSTALLED IN ROOF WITH A PITCH HIGHER THAN 3/12. ICE & WATER SHIELD ON ENTIRE PORTION OF ROOF TO BE INSTALLED IN AREAS WITH PITCH LESS THAN 3/12 3 1/2 Lally ColumnD09D09 D03D03 3 1/2 Lally Column 6x6 Post 1'-2"8'-2"1'-10"6'-10 1/2"2'-1 1/2"10"8'-1 1/2"12'-5 7/8"Bottom of Footing -11.2' Top of Subfloor - Foundation -10'1'-2"Top of Subfloor - 1st Floor 0'10'Top of Plate 9'9'Top of Subfloor - 2nd Floor 9.8'10"Top of Plate 18'8'-1 1/2"Highest Ridge 30.4'12'-5 7/8"32'-10"2'4" 3,500 PSI CONCRETE SLAB ON 8" COMPACTED GRAVEL & 6 MILL VAPOR BARRIER 20"X10" 3,000 PSI CONCRETE STRIP FOOTING W/4" PERFORATED PVC ON THE EXTERIOR FACE AS FILTER GARAGE SIDING ON 1/2" ZIP BOARD SHEATHING 2X10 FLOOR JOIST @ 16" O.C. W/R-30 INSULATION 10" THICK 3,000 PSI CONCRETE FROST WALL W/ (1) # 5 REBAR @ TOP & (1) AT MID-HEIGHT 2X6 STUD @ 16" O.C. 2X6 STUD @ 16" O.C. W/R-20 INSULATION L.VL. BEAM (SIZED BY OTHERS) 2X10 RAFTERS @ 16" O.C. L.VL. RIDGE BEAM (SIZED BY OTHERS) 2X8 CEILING JOIST @ 16" O.C. W/ R-49 INSULATION MASTER LIVING ROOM L.VL. CONTINUOUOS BEAM (SIZED BY OTHERS) GARAGE DOOR ATTIC SPACE 2X6 STUD WALL @ 16" O.C.W/ R-20 INSUL. 16 DT-1 4 DT-1 2 DT-1 1 DT-1 5/8" TYPE "X" FIRE RATED GWB ON CEILING AND WALLS TO COMPLY WITH THE GARAGE- DWELLING SEPARATION REQUIREMENTES OF MA AMENDEN TALE R302.6 R-10 RIGID INSULATION 3 1/2 Lally ColumnD09D09 D03D03 3 1/2 Lally Column 6x6 Post 3 1/2 Lally ColumnD09D09 D03D03 3 1/2 Lally Column 1'-2"8'-2"1'-10"6'-10 1/2"2'-1 1/2"10"8'-1 1/2"12'-5 7/8"Bottom of Footing -11.2' Top of Subfloor - Foundation -10'1'-2"Top of Subfloor - 1st Floor 0'10'Top of Plate 9'9'Top of Subfloor - 2nd Floor 9.8'10"Top of Plate 18'8'-1 1/2"Highest Ridge 30.4'12'-5 7/8"2'4" 3,500 PSI CONCRETE SLAB ON 8" COMPACTED GRAVEL & 6 MILL VAPOR BARRIER 20"X12" 3,000 PSI CONCRETE STRIP FOOTING W/4" PERFORATED PVC ON THE EXTERIOR FACE AS FILTER GARAGE SIDING ON 1/2" ZIP BOARD SHEATHING 2X10 FLOOR JOIST @ 16" O.C. W/R-30 INSULATION 10" THICK 3,000 PSI CONCRETE FROST WALL W/ (1) # 5 REBAR @ TOP & (1) AT MID-HEIGHT 2X6 STUD @ 16" O.C. 2X6 STUD @ 16" O.C. W/R-20 INSULATION L.VL. BEAM (SIZED BY OTHERS) 2X10 RAFTERS @ 16" O.C. L.VL. RIDGE BEAM (SIZED BY OTHERS) 2X8 CEILING JOIST @ 16" O.C. W/ R-49 INSULATION MASTER LIVING ROOM L.VL. BEAM (SIZED BY OTHERS) WINDOW (SEE SCHEDULE) 2X12 RIDGE BOARD 2X8 RAFTERS @ 16" O.C. F.F. L.V.L. BEAM (SIZED BY OTHERS) 2 DT-1 2 DT-2 4 DT-2 16 DT-1 R-10 RIGID INSULATION 5/8" TYPE "X" FIRE RATED GWB ON CEILING AND WALLS TO COMPLY WITH THE GARAGE- DWELLING SEPARATION REQUIREMENTES OF MA AMENDEN TALE R302.6 3 1/2 Lally ColumnD09D09 D03D03 3 1/2 Lally Column 3 1/2" Lally Column 8068 W02W02 (3)2X4 4x4 Post 1'-2"10'6'-10 1/2"2'-1 1/2"10"7'-0 1/2"1'-1"12'-5 7/8"Bottom of Footing -11.2' Top of Subfloor - Foundation -10'1'-2"Top of Subfloor - 1st Floor 0'10'Top of Plate 9'9'Top of Subfloor - 2nd Floor 9.8'10"Top of Plate 18'8'-1 1/2"Highest Ridge 30.4'12'-5 7/8"4" 3,000 PSI CONCRETE SLAB ON 8" COMPACTED GRAVEL & 6 MILL VAPOR BARRIER 20"X12" 3,000 PSI CONCRETE STRIP FOOTING W/4" PERFORATED PVC ON THE EXTERIOR FACE AS FILTER LIVING ROOM SIDING ON 1/2" ZIP BOARD SHEATHING 10" THICK 3,000 PSI CONCRETE FOUNDATION WALL W/ (1) # 5 REBAR @ TOP & (1) AT MID-HEIGHT 2X6 STUD @ 16" O.C. W/ R-20 INSULATION 2X6 STUD @ 16" O.C. W/R-20 INSULATION 2X10 RAFTERS @ 16" O.C. 2X12 RIDGE BOARD 2X8 CEILING JOIST @ 16" O.C. W/ R-49 INSULATION LOFT 2X8 COLLAR TIES @ 32" O.C.ATTIC SPACE BATH LAV MUD ROOM BASEMENT 2X10 FLOOR JOIST @ 16" O.C. W/ R-30 INSULATION BACKFILL FARMER'S PORCH 4" 3,000 PSI CONCRETE SLAB ON 8" COMPACTED GRAVEL & 6 MILL VAPOR BARRIER 4X4 POST W/ DECORATIVE SLEEVE 2X8 CEILING JOIST @ 16" O.C. L.VL. BEAM (SIZED BY OTHERS) 2X10 RAFTERS @ 16" O.C.BEARING WALLBEARING WALL16 DT-2 2 DT-1 2 DT-2 16 DT-2 R-10 RIGID INSULATION (3) 2X12 BEAM L.V.L. BEAM (SIZED BY OTHERS) 3 1/2" Lally Column 8068 W02W02 (3)2X4 4x4 Post 3 1/2" Lally Column D01D01 8068 W02W02 4x4 Post 1'-2"10'6'-9"2'-3"10"7'-0 1/2"1'-1"12'-5 7/8"Bottom of Footing -11.2' Top of Subfloor - Foundation -10'1'-2"Top of Subfloor - 1st Floor 0'10'Top of Plate 9'9'Top of Subfloor - 2nd Floor 9.8'10"Top of Plate 18'8'-1 1/2"Highest Ridge 30.4'12'-5 7/8"4" 3,000 PSI CONCRETE SLAB ON 8" COMPACTED GRAVEL & 6 MILL VAPOR BARRIER 20"X12" 3,000 PSI CONCRETE STRIP FOOTING W/4" PERFORATED PVC ON THE EXTERIOR FACE AS FILTER ENTRY SIDING ON 1/2" ZIP BOARD SHEATHING 10" THICK 3,000 PSI CONCRETE FOUNDATION WALL W/ (1) # 5 REBAR @ TOP & (1) AT MID-HEIGHT 2X6 STUD @ 16" O.C. W/ R-20 INSULATION 2X6 STUD @ 16" O.C. W/R-20 INSULATION 2X10 RAFTERS @ 16" O.C. 2X12 RIDGE BOARD 2X8 CEILING JOIST @ 16" O.C. W/ R-49 INSULATION 2X8 COLLAR TIES @ 32" O.C.ATTIC SPACE BATH MASTER BEDROOM BASEMENT 2X10 FLOOR JOIST @ 16" O.C. W/ R-30 INSULATION BACKFILL FARMER'S PORCH 4" 3,000 PSI CONCRETE SLAB ON 8" COMPACTED GRAVEL & 6 MILL VAPOR BARRIER 4X4 POST W/ DECORATIVE SLEEVE 2X8 CEILING JOIST @ 16" O.C. L.VL. BEAM (SIZED BY OTHERS) 2X10 RAFTERS @ 16" O.C. HALL BEARING WALLBEARING WALL2 DT-2 16 DT-1 16 DT-1 R-10 RIGID INSULATION (3) 2X12 BEAM 3 1/2" Lally Column D01D01 8068 W02W02 4x4 Post REVISION TABLE NO.DATE DESCRIPTION A-4 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: BUILDING SECTIONS "A", "B", "C" & "D" SECTION "A" 1/4" = 1'-0" SECTION "B" 1/4" = 1'-0" SECTION "C" 1/4" = 1'-0" SECTION "D" 1/4" = 1'-0" WINDOWS NOTE: IF AN OPERABLE WINDOW IS LOCATED LESS THAN 24"ABOVE FINISH FLOOR (A.F.F.), MUST HAVE A WINDOW FALL PROTECTION DEVICE AS PER R312.2 3 1/2" Lally ColumnD11D11 W02W02 W02W02 2'-4"8'-10"6'-8 1/2"2'-3 1/2"11'-6 1/2"Bottom of Footing -11.2' Top of Subfloor - Foundation -8.8'2'-4"Top of Subfloor - 1st Floor 0'8'-10"Top of Plate 9'9'Ridge 20.5'11'-6 1/2"4" 3,000 PSI CONCRETE SLAB ON 8" COMPACTED GRAVEL & 6 MILL VAPOR BARRIER 20"X12" 3,000 PSI CONCRETE STRIP FOOTING W/4" PERFORATED PVC ON THE EXTERIOR FACE AS FILTER SIDING ON 1/2" ZIP BOARD SHEATHING 10" THICK 3,000 PSI CONCRETE FOUNDATION WALL W/ (1) # 5 REBAR @ TOP & (1) AT MID-HEIGHT 2X6 STUD @ 16" O.C. W/R-20 INSULATION 2X10 RAFTERS @ 16" O.C. 2X12 RIDGE BOARD 2X8 COLLAR TIES @ 32" O.C. BASEMENT 2X8 CEILING JOIST @ 16" O.C. W/ R-49 INSULATION BOTTOM F.F. L.V.L. BEAM (SIZED BY OTHERS) 2X10 FLOOR JOIST @ 16" O.C. W/ R-30 INSULATION KITCHEN ATTIC SPACE 4 DT-2 2 DT-1 R-10 RIGID INSULATION (3) 2X12 BEAM 3 1/2" Lally ColumnD11D11 W02W02 W02W02 27683 1/2 Lally ColumnW06W06 3 1/2" Lally Column 3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally ColumnD05D05 D08D08 D04D046x6 Post 3 1/2 Lally Column 6x6 Post D04D04D02D02D05D05D06D06D02D02 W09W09 Bottom of Footing -11.2' Top of Subfloor - Foundation -8.8'2'-4"Top of Subfloor - 1st Floor 0'8'-10"Top of Plate 9'9'Top of Subfloor - 2nd Floor 9.8'10"Top of Plate 18'8'-1 1/2"Highest Ridge 30.4'12'-5 7/8"2'-4"6'-10 1/2"1 1/2"1'-10"6'-8 1/2"2'-3 1/2"10"6'-10 1/2"1'-3"12'-5 7/8"20"X12" 3,000 PSI CONCRETE STRIP FOOTING W/4" PERFORATED PVC ON THE EXTERIOR FACE AS FILTER SIDING ON 1/2" ZIP BOARD SHEATHING 10" THICK 3,000 PSI CONCRETE FOUNDATION WALL W/ (1) # 5 REBAR @ TOP & (1) AT MID-HEIGHT 2X6 STUD @ 16" O.C. W/R-20 INSULATION BASEMENT 2X8 CEILING JOIST @ 16" O.C. W/ R-49 INSULATION 2X10 FLOOR JOIST @ 16" O.C. W/ R-49 INSULATION (3) 2X12 BEAM KITCHEN 2X10 FLOOR JOIST @ 16" O.C. 4" 3,500 PSI CONCRETE SLAB ON 8" COMPACTED GRAVEL & 6 MILL VAPOR BARRIER 2X8 CEILING JOIST @ 16" O.C. W/ R-49 INSULATION 2X10 FLOOR JOIST @ 16" O.C. W/ R-30 INSULATION 2 DT-2 2 DT-2 3 DT-2 3 DT-1 3 DT-2 9 DT-1 11 DT-1 10 DT-1 10 DT-1 4" 3,500 PSI CONCRETE SLAB ON 8" COMPACTED GRAVEL & 6 MILL VAPOR BARRIER 5/8" TYPE "X" FIRE RATED GWB ON CEILING AND WALLS TO COMPLY WITH THE GARAGE- DWELLING SEPARATION REQUIREMENTES OF MA AMENDEN TALE R302.6 R-10 RIGID INSULATION 27683 1/2 Lally ColumnW06W06 3 1/2" Lally Column 3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally ColumnD05D05 D08D08 D04D046x6 Post 3 1/2 Lally Column 6x6 Post D04D04D02D02D05D05D06D06D02D02 W09W09 DOOR AND WINDOW NOTES: EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH SILL HEIGHT NOT GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPENABLE AREA OF 5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN OPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH. ALL WALK-THRU DOORS SHALL BE SOLID CORE INTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BE DEFINED BY HOME OWNER PRIOR ORDERING DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1-3/4" TIGHT FITTING SOLID CORE DOORS WITH A RATING OF 60 MINUTES. DOOR SHALL BE SELF CLOSING EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY SHALL BE 32" MIN. DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. GLAZING IN DOORS SHALL BE DUAL PANE SAFETY GLASS WITH MIN. U-VALUE OF 0.60 GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS FLOORS AND ROOFS ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING OF LESS THEN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. SPECIFIC MANUFACTURES AND MODEL NUMBERS SHOWN ON THE PLANS ARE INDICATIONS OF QUALITY ONLY. THE OWNER/BUILDER SHALL NOT BE PROHIBITED FROM SUBSTITUTING MATERIALS AND/ OR APPLIANCES OF EQUAL QUALITY/STRENGTHS FROM NON- SPECIFIED MANUFACTURERS. THE OWNER/BUILDER SHALL NOT BE SUBSTITUTING MATERIALS PROVIDED THEY MEET CURRENT BLDG. CODE, AND ARE APPROVED FOR THAT SPECIFIC USE BY THE BUILDING OFFICIAL FINISH NOTES: RENDERINGS ARE NOT TO SCALE; ALL RENDERINGS ARE FOR ARTISTIC DEPICTION ONLY. PLAN UPDATES MAY NOT BE REFLECTED IN RENDERINGS. RENDERINGS SHALL NOT BE USED FOR CONSTRUCTION. BASE BOARDS SHALL BE 6" IN ALL ROOMS, UNO. FINAL FINISHES SHALL BE CONFIRMED WITH THE HOME OWNER PRIOR TO APPLICATION. EXTERIOR FINISH NOTES: 1.EXTERIOR FINISH TO BE FIBER CEMENT SIDING OVER 5/8 CDX PLYWOOD/OSB. WINDOW & DOOR TRIM CEDAR. MATERIAL AND COLOR BY OWNER. 2.ROOFING TO BE 50 YEAR ASPHALT OVER 30# FELT, 5/8 CDX PLYWOOD/OSB. 3.DECKING TO BE TREX OR WOOD. FINAL MATERIAL AND COLOR BY OWNER. 4.CHIMNEYS ARE DECORATIVE AND PROVIDE FOR VENTING OF GAS FIREPLACES ONLY. 5.DOWNSPOUTS TO BE COLLECTED AND ROOF RUN OFF TO BE DIRECTED AWAY FROM STRUCTURE PER THE SITE PLAN. 6.FINISH GRADE SHALL SLOPE AWAY FROM STRUCTURE MIN. 1/2" PER FOOT OF RUN FOR 4' MIN. 7.BASALT RETAINING WALLS TO MATCH EXISTING RETAINING WALL. REVISION TABLE NO.DATE DESCRIPTION A-5 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: BUILDING SECTIONS "E" & "F" WINDOWS NOTE: IF AN OPERABLE WINDOW IS LOCATED LESS THAN 24"ABOVE FINISH FLOOR (A.F.F.), MUST HAVE A WINDOW FALL PROTECTION DEVICE AS PER R312.2 SECTION "E" 1/4" = 1'-0" SECTION "F" 1/4" = 1'-0" W04W04 W04W04W04W04W04W04 D10D10 D10D10 W04W04 W04W04 D12D12 L.V.L. BEAM (SIZE BY OTHERS) W05W05W05W05 W11W11 W05W05 W05W05W10W10 Top of Subfloor - 1st Floor 0' Top of Plate 9'9'Top of Subfloor - 2nd Floor 9.8'10"Top of Plate 18'8'-1 1/2"Highest Ridge 30.4'12'-5 7/8"W04W04 W04W04W04W04W04W04 D10D10 D10D10 W04W04 W04W04 D12D12 L.V.L. BEAM (SIZE BY OTHERS) W05W05W05W05 W11W11 W05W05 W05W05W10W10 W04W04 W06W06 W04W04W04W04 W01W01 D08D08 W03W03 W09W09 W09W09 1'-10"6'-8 1/2"2'-3 1/2"10"6'-8 1/2"1'-5"12'-5 7/8"Top of Subfloor - 1st Floor 0' Top of Plate 9'9'Top of Subfloor - 2nd Floor 9.8'10"Top of Plate 18'8'-1 1/2"Highest Ridge 30.4'12'-5 7/8"W04W04 W06W06 W04W04W04W04 W01W01 D08D08 W03W03 W09W09 W09W09 REVISION TABLE NO.DATE DESCRIPTION A-6 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: BUILDING FRONT & REAR ELEVATIONS FRONT ELEVATION 1/4" = 1'-0" REAR ELEVATION 1/4" = 1'-0" D11D11 W02W02W02W02 L.V.L. BEAM (SIZE BY OTHERS)1'-10"6'-8 1/2"2'-3 1/2"10"8'-1 1/2"12'-5 7/8"Top of Subfloor - 1st Floor 0' Top of Plate 9'9'Top of Subfloor - 2nd Floor 9.8'10"Top of Plate 18'8'-1 1/2"Highest Ridge 30.4'12'-5 7/8"D11D11 W02W02W02W02 L.V.L. BEAM (SIZE BY OTHERS) W04W04W04W04 W08W08 1'-10"6'-8 1/2"2'-3 1/2"10"6'-10 1/2"1'-3"12'-5 7/8"Top of Subfloor - 1st Floor 0' Top of Plate 9'9'Top of Subfloor - 2nd Floor 9.8'10"Top of Plate 18'8'-1 1/2"Highest Ridge 30.4'12'-5 7/8"W04W04W04W04 W08W08 REVISION TABLE NO.DATE DESCRIPTION A-7 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: BUILDING LEFT & RIGHT ELEVATIONS RIGHT ELEVATION 1/4" = 1'-0" LEFT ELEVATION 1/4" = 1'-0" DN UP UP UP UP E1 A-6 E1 A-6 E3 A-7 E3 A-7 E4 A-6 E4 A-6 E5 A-7 E5 A-7 "A" A-4 "A" A-4 "A" A-4 "A" A-4 "B" A-4 "B" A-4 "B" A-4 "B" A-4 "C" A-4 "C" A-4 "C" A-4 "C" A-4 "D" A-4 "D" A-4 "D" A-4 "D" A-4 "E" A-5 "E" A-5 "E" A-5 "E" A-5 "F" S-5 "F" S-5 "F" S-5 "F" S-5 18'-3 15/16"3'-1" 2'-7 1/16"3'-4 15/16" 2'-4"6'2'-8" 2'-5 1/2"2'-8 1/2" 5'-5 1/2" 2'-8 1/2" 10'-11"3'-6"11'-11 15/16"2'-0 15/16"2'-8"14'-7 1/2"2'-8 1/2"2'6'24'-1 7/8"78'-1 7/8" 4'23'-9 15/16"28'18'-3 15/16"4'4'22'-1 7/8"4'78'-1 7/8" 4'23'-9 15/16"28'18'-3 15/16"4' 2'-0 15/16" 9' 2'-0 7/16" 9'2'-6" 1'-10 1/16" 2'-8" 2'-11 1/2"2'-8 1/2" 3'-10 1/2"6'-4"3'-3"2'-9"2'-11" 2'-8 1/2" 3'-6 7/16"4'-5 1/16" 2'-8 1/2" 3'-1" 2'-8 1/2" 5'-0 15/16"4'22'-1 7/8"26'-1 7/8"5'-0 15/16"6'2'-3"2'-6"6'-6"2'-6"1'-3"14'-5"8'-1"3'-0 15/16"1'-11 1/16"6'2'-2 15/16"3'-2"16'-8 15/16"1'-11 1/16"15'-1" X 12'-11" 23'-6" X 23'-0" 9'-7" X 6'-9" 11'-11" X 5'-11" 7'-3" X 6'-8" 9'-10" X 3'-0" 9'-4" X 6'-0" 36'-1" X 6'-6" 11'-11" X 6'-5" 13'-5" X 13'-9"12'-3" X 13'-9" 17'-6" X 12'-1" 17'-6" X 13'-0" 1450 SQ FT 7'-3" X 5'-11" LIVING AREA MASTER BEDROOM LAV. KITCHEN TWO BAY GARAGE MUDROOM LIVING ENTRY HALL STAIRWELL DINING WALK-IN CLOSET MASTER BATH FARMERS PORCH FINAL LAYOUT TO OWNER/ CONTRACTOR B BWL B BWL 1 BWL 1 BWL B1 CS-WSP B1CS-WSPA BWL A BWL C BWL C BWL D BWL D BWL B BWL B BWL A BWL A BWL C BWL C BWL D BWL D BWL 2 BWL 2 BWL 1 BWL 1 BWL 2 BWL 2 BWL B2 CS-WSP B3 CS-WSP B4 CS-WSP B5 CS-WSP B6 CS-WSP B7 CS-WSP B8 CS-WSP B1 CS-PF B2 CS-PF B3 CS-PF B4 CS-WSP B5 CS-WSP B6 CS-WSP B7 CS-WSP B10 CS-WSP B8 CS-WSP B9 CS-WSP B11 CS-WSP B12 CS-WSPB2CS-WSP800 LBS HOLD DOWNB3CS-WSPB2PF-G800 LBSHOLDDOWNB3CS-WSPB1PF-GB1CS-PFB2CS-PFB3CS-PFB1CS-WSPB2PF-GB3PF-G800 LBS HOLD ODWNB4CS-WSPZERO-CLEARANCE FIREPLACE OR SIMILAR (BY OWNER/ CONTRACTOR) FAMILY 4" CONCRETE LANDING 4" CONCRETE LANDING 4" CONCRETE LANDING REVISION TABLE NO.DATE DESCRIPTION B-1 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: FIRST FLOOR BRACING WALL FIRST FLOOR BRACING WALL PLAN 1/4" = 1'-0" DN E1 A-6 E1 A-6 E3 A-7 E3 A-7 E4 A-6 E4 A-6 "A" A-4 "A" A-4 "A" A-4 "A" A-4 "B" A-4 "B" A-4 "B" A-4 "B" A-4 "C" A-4 "C" A-4 "C" A-4 "C" A-4 "D" A-4 "D" A-4 "D" A-4 "D" A-4 "E" A-5 "E" A-5 "E" A-5 "E" A-5 "F" S-5 "F" S-5 60'-1 7/8"24'-1 7/8"3'-9 15/16"24'28'-4 5/16"3'-11 5/8" 9'-6 3/16"5'-6 1/2"8'-11 5/16"14'-4 7/16"2'-8"8'-11"5'-6"4'-8 7/16"4'22'-1 7/8"4'6'8'-2 7/16"5'-7"10'-4 7/16"60'-2"27'-10 7/16"7'-11 3/8" 1'-5"5'-6"1'-5" 7'-9 1/16"2'-5" 2'-8 1/2"2'-11 1/2" 2'-8"4'-6 1/2"5'15'-9 15/16"4'22'-0 15/16"1'-9 1/2"8'-1 15/16"2'-8"3'-5"2'-8"12'-8"29'-6 15/16"24'28'-4 5/16"3'-11 5/8" 7'-11" X 3'-11" 13'-2" X 11'-4" 8'-11" X 2'-0" 7'-9" X 5'-8" 23'-6" X 14'-4" 9'-3" X 12'-9" 12'-10" X 3'-0" 5'-10" X 12'-11" 13'-7" X 12'-11" 12'-2" X 13'-9" 7'-4" X 8'-1" 8'-0" X 5'-2" 12'-0" X 8'-6" 1362 SQ FT 2'-4" X 7'-6"3'-8" X 2'-0" MASTER LIVING ROOM LAUNDRY WALK-IN ATTIC ATTIC STAIRWELL LOFT BEDROOM 2 CLOSET 3 HALL BATH 2 BATH 1 6' JETTED TUB LIVING AREA TUB/SHOWERB BWL B BWL 1 BWL 1 BWL A BWL A BWL C BWL C BWL B BWL B BWL A BWL A BWL C BWL C BWL 2 BWL 2 BWL 1 BWL 1 BWL 2 BWL 2 BWLB2CS-WSPB1 CS-WSP B2 CS-WSP B3 CS-WSP B5 CS-WSP B4 CS-WSP B1 CS-WSP B2 CS-WSP B3 CS-WSP B5 CS-WSP B4 CS-WSP B8 CS-WSPB1CS-WSPB1CS-WSPB2CS-WSPB3CS-WSPB1CS-WSPB6 CS-WSP B7 CS-WSP RADON PASSIVE SYSTEM (FINAL LOC. TBD)CLOSET 26' SHOWER ATTIC ACCESS (LOC. TBD) 7'-0" HEADROOM 7'-0" HEADROOM BEDROOM 3 LIN 42" HEIGHT HANDRAIL 42" HEIGHT HANDRAIL REVISION TABLE NO.DATE DESCRIPTION B-2 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: SECOND FLOOR BRACING WALL SECOND FLOOR BRACING WALL PLAN 1/4" = 1'-0" REVISION TABLE NO.DATE DESCRIPTION B-3 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: BRACING WALL DETAILS REVISION TABLE NO.DATE DESCRIPTION B-4 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: BRACING WALL DETAILS 3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally Column3 1/2" Lally Column3 1/2 Lally ColumnE1 A-6 E1 A-6 E3 A-7 E3 A-7 E4 A-6 E4 A-6 E5 A-7 E5 A-7 "A" A-4 "A" A-4 "A" A-4 "A" A-4 "B" A-4 "B" A-4 "B" A-4 "B" A-4 "C" A-4 "C" A-4 "C" A-4 "C" A-4 "D" A-4 "D" A-4 "D" A-4 "D" A-4 "E" A-5 "E" A-5 "E" A-5 "E" A-5 "F" S-5 "F" S-5 "F" S-5 "F" S-5 2X10 FLOOR JOIST @ 16" O.C. 2X10 FLOOR JOIST @ 16" O.C. 2X10 FLOOR JOIST @ 16" O.C. 2X10 FLOOR JOIST @ 16" O.C.MIDSPAN BLOCKING MIDSPAN BLOCKING DBL JOIST DBL JOIST DBL JOISTDBL JOISTDBL JOISTDBL JOIST DBL JOISTDBL JOISTDBL JOIST(3) 2X12 BEAM (3) 2X12 BEAM REVISION TABLE NO.DATE DESCRIPTION S-1 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: FIRST FLOOR FRAMING PLAN FIRST FLOOR FRAMING PLAN 1/4" = 1'-0" 2X10-JK2X10-JKL.V.L. CONTINUOUS BEAM (SIZED BY OTHERS) 2X10-JK2X10-JK (3)2X12-JK 2X10-JK2X10-JK 2X10-JK2X10-JK 2x12-2JK 2X10-JK 2X10-JK 2X10-JK 2X10-JK 2X12-(2)JK 2x6 x 41" Header (2)2x12 x 101" Header (2)2x6 x 69" Header (2) 2x6 x 37" Header (2)2x6 x 41" Header (2)2x6 x 35" Header (2)2x6 x 37" Header (2)(3)2X12-2JK2x6 x 41" Header (2)2x6 x 34" Header (2)L.V.L. BEAM (SIZED BY OTHERS) L.V.L. BEAM (SIZED BY OTHERS) L.V.L. BEAM (SIZE BY OTHERS)(3)2X4(3)2X4(3)2X4(3)2X46x6 Post6x6 Post3 1/2 Lally Column6x6 Post6x6 Post6x6 Post6x6 Post6x6 Post6x6 Post6x6 Post4x4 Post4x4 Post4x4 Post4x4 Post4x4 Post4x4 PostE1 A-6 E1 A-6 E3 A-7 E3 A-7 E4 A-6 E4 A-6 E5 A-7 E5 A-7 "A" A-4 "A" A-4 "A" A-4 "A" A-4 "B" A-4 "B" A-4 "B" A-4 "B" A-4 "C" A-4 "C" A-4 "C" A-4 "C" A-4 "D" A-4 "D" A-4 "D" A-4 "D" A-4 "E" A-5 "E" A-5 "E" A-5 "E" A-5 "F" S-5 "F" S-5 "F" S-5 "F" S-5 2x10 FLOOR JOIST @ 16" O.C. 2x10 FLOOR JOIST @ 16" O.C.2X8 CEILING JOIST @ 16" O.C. 2X10 FLOOR JOIST @ 16" O.C. 2X10 FLOOR JOIST @ 16" O.C.2X10 FLOOR JOIST @ 16" O.C.2X8 CEILING JOIST @ 16" O.C. 2X6 CEILING JOIST @ 16" O.C. BEARING WALL BEARING WALL MIDSPAN BLOCKING MIDSPAN BLOCKING MIDSPAN BLOCKING MIDSPAN BLOCKING MIDSPAN BLOCKING MIDSPAN BLOCKING MIDSPAN BLOCKING DBL JOISTDBL JOIST DBL JOISTDBL JOISTDBL JOISTDBL JOISTDBL JOISTDBL JOISTDBL JOISTOPEN TO BELOW 2X8 LEDGER BOARD MIDSPAN BLOCKING 2X8 LEDGER BOARD2X8 LEDGER BOARD 4" 3,000 PSI CONCRETE SLAB 4" 3,000 PSI CONCRETE SLAB REVISION TABLE NO.DATE DESCRIPTION S-2 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: SECOND FLOOR FRAMING PLANSECOND FLOOR FRAMING PLAN 1/4" = 1'-0" (3)2X4(3)2X4(3)2X4(3)2X4(3)2X4(3)2X4(3)2X4(3)2X4E1 A-6 E1 A-6 E3 A-7 E3 A-7 E4 A-6 E4 A-6 E5 A-7 E5 A-7 "A" A-4 "A" A-4 "A" A-4 "A" A-4 "B" A-4 "B" A-4 "B" A-4 "B" A-4 "C" A-4 "C" A-4 "C" A-4 "C" A-4 "D" A-4 "D" A-4 "D" A-4 "D" A-4 "E" A-5 "E" A-5 "E" A-5 "E" A-5 "F" S-5 "F" S-5 "F" S-5 "F" S-5 2X8 CEILING JOIST @ 16" O.C. 2X8 CEILING JOIST @ 16" O.C. 2X8 COLLAR TIES @ 16" O.C.2X8 CEILING JOIST @ 16" O.C.BEARING WALL BEARING WALL BEARING WALL BEARING WALL MIDSPAN BLOCKING MIDSPAN BLOCKING MIDSPAN BLOCKING F.F. L.V.L. BEAM (SIZED BY OTHERS)DBL JOISTDBL JOISTMIDSPAN BLOCKING(2)2X8 (2)2X8 (2)2X8(2)2X8REVISION TABLE NO.DATE DESCRIPTION S-3 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: CEILING FRAMING PLAN CEILING FRAMING PLAN 1/4" = 1'-0" E1 A-6 E1 A-6 E3 A-7 E3 A-7 E4 A-6 E4 A-6 E5 A-7 E5 A-7 "A" A-4 "A" A-4 "A" A-4 "A" A-4 "B" A-4 "B" A-4 "B" A-4 "B" A-4 "C" A-4 "C" A-4 "C" A-4 "C" A-4 "D" A-4 "D" A-4 "D" A-4 "D" A-4 "E" A-5 "E" A-5 "E" A-5 "E" A-5 "F" S-5 "F" S-5 "F" S-5 "F" S-5 2X10 RAFTERS @ 16" O.C.2X10 RAFTERS @ 16" O.C.2X10 RAFTERS @ 16" O.C. 2X10 RAFTERS @ 16" O.C.2X10 RAFTERS @ 16" O.C. 2X8 RAFTERS @ 16" O.C. 37'-7 1/2"2X8 RAFTERS @ 16" O.C.2X8 RAFTERS @ 16" O.C.2X8 COLLAR TIES @ 32" O.C.2X8 COLLAR TIES @ 32" O.C. 2X8 COLLAR TIES @ 32" O.C.2X8 COLLAR TIES @ 32" O.C. L.V.L. RIDGE BEAM (SIZED BY OTHERS) 2X12 RIGDE BOARD 2X12 RIGDE BOARD 2X12 RIGDE BOARD2X12 RIGDE BOARDLIVE RAFTER(BY OTHERS)LI VE RAFTER(BY OTHERS)2X10 OVERFRAMEREVISION TABLE NO.DATE DESCRIPTION S-4 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: ROOF FRAMING PLAN ROOF FRAMING PLAN 1/4" = 1'-0" 2868UP 9 1/2"9 1/2"9 1/2"9 1/2" 3'-0 1/4" 3'-0 1/4" 9 1/2"9 1/2"9 1/2"9 1/2"6'1 2 3 4 6789 5 9 DT-1 10 DT-1 11 DT-1 DN 8068UP 9 1/2"9 1/2"9 1/2"9 1/2"9 1/2"9 1/2"9 1/2"9 1/2" 3'-0 1/4" 9 1/2"9 1/2"9 1/2"9 1/2"9 1/2"9 1/2"9 1/2"9 1/2" 3'-0 1/4"6'1 2 3 4 5 6 87 101112131011121314 9 11 DT-1 10 DT-1 10 DT-1 11 DT-1 DN D03D03 D02D02 D04D04 9 1/2"9 1/2"9 1/2"9 1/2"9 1/2"9 1/2"9 1/2"9 1/2" 2'-10 3/4" 2'-10 3/4" 9 1/2"9 1/2"9 1/2"9 1/2"9 1/2"9 1/2"6'18 17 16 13 12 11 10 987654321 10 DT-1 10 DT-1 11 DT-16 9/16"6 9/16"6 9/16"7 9/16"7 9/16"7 5/8"6'-8"6'-8"1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 6'-8" H E A D R O O M 6'-8" H E A D R O O M CON TI N U O U S H A N D R AI L CON TI N U O U S H A N D R AI L FIRST FLOOR SECOND FLOOR 10 DT-1 9 DT-1 10 DT-1 11 DT-1 REVISION TABLE NO.DATE DESCRIPTION S-5 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: STAIRS DETAILS STAIRS @ BASEMENT 1/2" = 1'-0" STAIRS @ FIRST FLOOR 1/2" = 1'-0" 1/2" = 1'-0" STAIRS @ SECOND FLOOR STAIRS @ FOYER SECTION 1/2" = 1'-0" REVISION TABLE NO.DATE DESCRIPTION DT-1 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: DETAILS REVISION TABLE NO.DATE DESCRIPTION DT-2 SHEET NUMBER: SCALE: 7/22/2022 18 Darby street Worcester, MA 01605 (D) 774-262-3187 (O) 774-243-6161 Info@acropolisdesign.org PROJECT NAME: DATE: PROJECT NUMBER: RH/AA DRAWN BY: 22-036 AS NOTED DRAWING NAME: STAMP: PROGRESS SET, NOT FOR CONSTRUCTION NEW CONSTRUCTION SINGLE FAMILY: LOT 1 WAYSIDE LANE BARNSTABLE, MA CLIENT: DETAILS 0<c LEGEND ,:-J_f__;C) ST ONE WALL• CEMENT BOUND TO BE SET ' � WETLAND 20' CONSERVATION ACCESS TO BE GRANTED. BEARINGS/DISTANCE LEGEND LOT LINES: Efl.SE\J.E\-1\S·. CONSERVA T/ON: S62'32'17"E so 2·ci'2', 1"1c_ S62 :J2 't 7"E •CONCRETE BOUND TO BE SET 130 .25' , co Cl. 2\\' 130.25' REQUESTED WAIVERS 1.) SLOPE -9% AT TEE FOOT-1D% MINOR B OK, WAIVER FROM 6% WITHIN 500' OF DEAD END REQUESTED IF APPLICABLE ON TEE. 2.) PAVEMENT WIDTH REDUCTION REQUESTED. 14' TRAVELED WAY PLUS 12" PAVED BERM ON BOTH SIDES. (2' WAIVER REQUESTED). @ DRILLHOLE FOUND FURTHER, ANY RIGHTS IN VEHICLE TRACKS TO REMAI 3.) SIDE SLOPE SHOULDERS 2: 1 REQUESTED MAX. FOR REGISTRY USE BARNSTABLE PLANNING BOARD APPROVAL UNDER THE SUBDIVISION CONTROL LAW IS REQUIRED TH1 � TEST HOLE 0 CATCH BAS IN 'Tu UT ILITY POLE � FIRE HYDRANT @ TREE# LIGHT.. so 0 WATER SHUTOFF c-GUY WIRE j SIGN--W--WATER LINE --G--GAS LINE --E ELECTRIC TOWN OF BARNSTABLE (CONSERVATION) MAP 110 PCL 8 #0 WAYSIDE LANE ."'-. DB 13 119 PG 26<�/ I / I I I \ --� 'o .. �, �. . . -� <V'. . ..,1o ,;,· . . . . . . 0 � ..... ... ii--. . . . S6,2. L'\ . . . . "'-· . 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'<:, � ? .. · .· .·· .. · .· .·· .· .... ·· .·· .· .. · ./· .· .· .· .· .·· .·· .· .· .·· .· .· .· .·· .·· .· .· .. · .�.· .· � <:,·�ii--""· ""'· - , �-i.� . \ . . ii,;, r10N &c ;· · · '\ii <;'-"" ""' WETLAND DELINEATION BY HAML YN CONSUL TING DETERMINATION OF APPLICABILITY DA-10051 SEPTEMBER 7, 2010 CONSERVANCY [] . .. . . . . VEGETATION & WILDLIFE CONSERVANCY LOT 1 128,360± SF OR 2.95± AC . VEGETATION & WILDLIFE CONSERVANCY LOT 2 32,754± SF OR 0.75± AC . NOT E: NOT ALL SY MBOLS MAY � _ ----· .. · : · .· · . · vrce:fA · 1r=l . · · . · ..._"J· ·']; i1--i1--""' -.� �·--:� --:<. ::--�s . g( ·. \ � .... Wl��VANCY. . .· .· . ,/,'1-·."-: "' ..,._ · . --· ·-.. , · · · . ...--·\ . · · coNS Rf:A 5· . � · ·" [] . DATE:-----APPEAR IN DRAW ING ;.."' · · "";-1-... --..: ':, ·',C. ·0·/. · · . · · .f!.. p,cR£ . .. 'V t:. -.... ' ' . . . . _J. ·"' . · . · , , · , I� . . · •. . . · 2 95 ,_ · .. · · . · I, ANN QUIRK, CLERK OF THE TOWN OF BARNSTABLE, CERTIFY THAT ,? ....... (,2 ',,,1-'· 0)... /. '.. . . . .... . �,, . . . -·. -· -: .\ . \ co . ·. . . · .. Cl. 1· . I \ ·ry ·· ' THE NOTICE OF APPROVAL OF THIS PLAN WAS RECEIVED AND RECORDED IN THIS OFFICE AND THAT NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT FOLLOWING THE RECEIPT AND RECORDING OF SAID NOTICE. . -, 1 . . / . . . . : .. ·J .,.,c .. . .. ..··/ ·' .1. ·1 1.m · · / .. ··.· . · .· .· · r: i/z . I · .. I. ! ·. � · . · . · · ";I 1;::,1 j . . · � . ,"· . . ,i,, . . .·-.N/F GEORGE F. WEEKS DATE TOWN CLERK NOTES: THE FOLLOWING CONDITIONS ARE REQUIRED 1.DRIVEWAY TO LOT 2 TO BE PAV ED AS SHOWN ON ACCO MPANY ING PROFILE PLAN . 2.TURNAROUND TO BE CONST RUCTED PER PLAN ON LOT 2, SEE PROFILE PLAN. 3.RESIDENCES SHALL HAV E RESIDENTIAL FIRE SPRINKLERS IN ACCORDANCE WITHNFPA 13R. 4.PROPERTY OWNERS ARE RESPONSIBLE FOR MAINTA INING OV ERHEAD CLEARANC E OFAT LEAST 13 FEET ABOV E ROADS, DRIVEWAYS, AND PARKING AREAS IN ORDER TOACCOMMODATE FIRE AP PARATUS. 5.ACCESS TO ADJACENT CONSERVATION LAND TO BE GRANTED OVER PROPOSED20' EASEMENT AND R.O.W. OF WAYSIDE LANE EXTENSION. 6.VEGETATION AND WILDLIFE CONSERVANCY AREAS TO BE CONSERVED ANDSHALL REMAIN IN NATURAL STATE AND NOT BE DISTURBED.7.APPLICANT WILL ENTER INTO A DEVELOPMENT AGREEMENT WITH THE TOWN AS / I I I I . . . . .. -, . ,_,,, Q ..... / -.: . ,.... . 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MEAGHER MAP 110 PCL 19 #26 WAYSIDE LANE DB 21594 PG 98 *REF: PLAN BK. 301 PG. 99APPROVED BY PLANNING BOARDDECEMBER 15, 1975DEED REFERENCE DB. 2451 PG. 340 ,.. / PART OF THE DEFINITIVE PLAN APPROVAL. 8.APPROVAL OF THIS PLAN SUBJECT TO COMPLIANCE WITHRECORDED HEREWITH. COVENANT TO BE I I . . <S-"j-6> . 6', S• '\'I:, i. , . l. � 0,0 . ·" · · · <,· · ,,'<, . � . "'.:., .s. . . .· .. "-. . . ·) o9('c;,;_<)'�i \ � as� ...._: M" "'· . �· � I\ . . . ·�� . 6';.so..: :--.._;,. . .'°o -,,... T\.lo\\' ..:..0-A, <to,"'-' � () ,0 "'l><ci,'· i, .. o·� ,<v . . . "' . --, · · · \ ·a - ---:-"" 1 "S -?;, "'-'+". �,_ "°' "'"?'o ,; I\ . A . . .· ....· . · / ,.,I V, "a�·c,\ C)>\ '--A ', .J:, Q,. )',v", ,>·�. 1x v . . .;_-,-.. ,.. . . . .. · ·. . ,,, '"''-/9 '0• '7?-·,,c .,<ov ,s' "FOR ALL PURPOSES FOR WHICH PUBLIC WAYS ARENOW OR MAY HEREAFTER BE USED IN THE TOWN OFBARNSTABLE FOR THE BENEFIT OF THEIR LAND ANDANY SUBDIVISION THEREOF." I I I . · · · _.,.-·. ·. ( · ·. ·· ·. ·. · · . , ,,,p , I · ', :-:,....._·9&, s>, o"" • ,, ?!'�:?"�-.-----'-----. /. •· .· ·. · ·· / -:'"' · · ·. . : /�'o �·oi R> 'o"J'i> •• �: . ,a..t.;o . 1t, 1t,, � / 34.22 • ) /·. . . .<S'. S ./ '/)0' c,C:r) '.1,'? ,<)'-/ .. , .'. !),_: ',� "'1;-r::,'Y i, sao·5 '55"[ *EXISTING.. ·So ,. · / ;, s&, . . . . . . . ., "::> ,,"" / �i . · /· <",;,'»: .. ,se5. ' ... ;:::,:" � � 40' EASEMENT OF WAY . · .. It .. · .. · > 7<1· · . · ,. · . · \\\ 29 '?':) DRl'\\-li'GE /· h· · · · ·/,1\·· ·, OJ-, · · ----PROPOSED R.O.W . LOCUS MAP SCALE 1'':2000'± ASSESSORS MAP 110 PARCEL 7 & 7-1 SU BDIVISION TOTAL AREA IS 261,513± SF OR 6.00 AC LOCUS IS WITHIN AREA OF MINIMAL FLOOD HAZARD ZONE X AS SHOWN ON COMMUNITY PANEL #250001 C0534J DA TED 7/16/2014 ZONING SUMMARY ZONING: RF SETBACKS: FRONTAGE -150 FT AREA -87,120 SF* WIDTH -N/A FRONT -30 FT SIDE -15 FT REAR -15 FT *SITE IS LOCATED WITHIN THE RESOURCEPROTECTION OVERLAY DISTRICTSITE IS LOCATED WITHIN THE WEST BARNSTABLEFIRE DISTRICTSITE IS LOCATED WITHIN THE AQUIFERPROTECTION DISTRICT SITE IS LOCATED WITHIN OLD KING'S HIGH WAYHISTORIC DISTRICT OWNER/ APPLICANT MIAN SAEED MILLS CONSTRUCTION AND REMODELINGCO., INC. 105 ROUTE 149 MARSTONS MILLS, MA 02648 REFERENCE: DEED BOOK 218 20 PAGE 108 DEED BOOK 2451 PAGE 340 PLAN BOOK 248 PAGE 33 PLAN BOOK 289 PAGE 98 PLAN BOOK 301 PAGE 99 PLAN BOOK 651 PAGE 42 I I . . · �. · .\. · · . .,,. <ts,'.,.. ·. ':,\;\.o'l. · ·. . Ei'SE\J.E\-1\ .. 0 ·.'.;· ... .;ii,,· v ............. '� . .OQ-;..·i,. ,, 3 Sao-0 '55".··.·,:fl./v:J,,.0.·.. " · .· .· .. ·,.·.·,.·,·'I:, · D a1· . ,,_, � ,::,-"-v. , 111.68 ,, lo7Cl SI'±. /,.,,'(_,· .. ·.,·;· .. · .. :,.·>-·,;_<;· - · ', . · . .<.,1·(,)V �l·o· . · \ NB4"09'02 E •\�· .. · .)· · . · _-""'-. · \ . .' . .. -D.H. ·. 1 cJ',i«�� 'f · ·/o.�4'.J.-d, .. · . ·., ·;ISOLATED ·/·.. "'"FND .DEFINITIVE PLAN CONSERVATION ACCESS EAS EMENT LINE TABLE LINE LENGT H BEARING Ll 44.5 1 S75' 1 0'31 "E L2 18.0 2 S58'03'01 "E ......._ L3 9.23 S13'30'13"E L4 50.75 S 1 0'55'04"W LS 65.98 S 1 2' 14'03"W L6 35.03 S02'22'06"E L7 107.56 S25'42'57"E LB 41.41 S75'10'3 1 "E L9 29.22 S58'03'01 "E L 10 21.75 S13'30'13"E L 11 55.31 S 10'55'04''w L12 63.64 S 12' 14'03''w L13 28 .33 so2·22'06"E L 14 92.81 S25'42'57"E I I . '· .. IV· �J, ·Y: . · · l\,v .J .·, .,v · " . C)". �' . . °' � . · . · \ WETLAND . 0 .. 1 ..._'I .. r::, ;,.,<o: .· .·;.· G \l') .· j Vl . . . . . 2.,219 SF A'-. ."J<o .._.._ .� .·. -/�� -I\� � . . . _.. � ... r � ..... -/ ....... / 0 \· .. . . ... ...__,_ ... ;;.":> • . . . .-,:· . : . . .. · . �s ""· . . .. . . . . . . .. i:J' ""' / · · rv Lot 2 i:6 ·. F f<:::, "'". /. · . . ./'ci� Area =89,617± Sq. Ft. :\\ . \ · .. · ... {,� . � ( ! Or ·ti · · · 1':l , / · ·· · · ·· · · · ·· ·· · · 2. 06± Acres /;. ·. 1·· /.: .· � "" � "" ,1<��A . . .' .. \ ... .' . .. " -� '•,..'v < . . . . . . . . .' .' . .' .' . . .. -.__ IV� 28,72,13998±± SSFF WUEPTLLAANNDD . . .' . 1· . ,<i � \ EXIST . DW ELL. · · , · · · · · · --..../<':so , ,,s ... · · <"'--"'C! \ ·, · .. · · .. ....._·. . · .'. · .. · · · . ·. -.__08"11'SHAPE:21.9 ,:'J\ / ·/.· .c,,'v '1, <<" \ S69:!,·<0'-, .. :--...:. · . �·. . . . -:-:-. ·.1�!'(SHAPE AREA : 88,465± SF) ."J0 ,0 ... ·. � ?>":> <5>1° � \... <S'.31 ', · · --.. . _ · . · · · -:-,-")0 <o�/· / '\,v o,"5 '-" -,,C! c . ·S?.:z� -......._· ........ · .. ..,__. . \' .... • .· '\'0 '.:...."5 o>_,, 1-. 0 (/0».t•• ...__ -/ ' A "' u . . . . . . . . . .--: ' -/ . I)',-\. � . r:i::0 17:z.ag· .... · .. "'-: ·• .. : .· .. · .. · .. · .· .· .. · .�.··. ::::._ !fBsv&"w 1779a· / ... · .· . l'i,.I).c;, GAYLE L. FEELEY & DAVID FULLER MAP 110 PCL 18 #41 WAYSIDE LANE DB 10597 PG 254 ii? I[ 'f-. .. ':--...... . . . ;.,:-: . vt'GET,4T/(jN & :---. - /. ,, "'o> lz ;!} -. :---...: .. · �. __. . · .· .· . · .· .· . · °g . · ·,f!LDLlF£ · �.' . · .· . -, ; · :'\ I ,{� -,. - _,. · :... S83'05 ' · � . · ·C0.NS£RVANCY .. · . ·,' ·-,, -. "?-> i:,'1-......._ C!J . .4 7 E · · . . · · . . · · . . NB. 4•35 25. E � ,.. '?' ·'......._ PARRISH ACRES COMMUNITY 726 1 · ,-. . · . �-./ t;,.c; / / ASSOCIATION, INC. . O 54.81' -· "°' MAP 11 0 PCL 25-14 #0 LOTHROP LANE DB 159D7 PG 268 "OPEN SPACE AREA" ISL. f--zw� w > �0. LI_ 0 I CERTIFY THAT THIS PLAN WAS MADE IN ACCORDANCE WITH REGISTRY OF DEEDS REGULATIONS EFFECTIVE JANUARY 1, 1976. AND AS AMENDED JANUARY 7, 'Z.ON\N (,... T1\\',, �I'\ "'c\'?.. 198& �[ \JT\ \..., '1. E' f'6 G c, I ? � '11. -C.o"' � LQM-l='I u.t�'\. DANIEL A. OJALA, P.E., P.L.S. WEST "WAYSIDE OF LAND IN BARNSTABLE, MA LANE EXTENSION" PREPARED FOR MIAN SAEED DATE: JANUARY 11, 2013 SUBDIVISION #820 REVISED: JUNE 17, 2013 REVISED: AUGUST 12, 2013 REVISED: MARCH 23, 2021 Scale: 1 ": 40' 0 20 40 60 80 100 FEET I � off 508-362-4541fox508-362-9880 downcape.com © down cape engineering, inc. � civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 CC'JDC[ #17 380 10-072 WALLACE.DWG LEGEND -99--EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[99]-PROPOSED CONTOUR [98,4] PROPOSED SPOT EL. TH1 0 TEST HOLE 0 CATCH BASIN cu__, UTILITY POLE � FIRE HYDRANT @ TREE � LIGHT _,.so 0 WATER SHUTOFF c-GUY WIRE )SIGN --W--WATER LINE --G--GAS LINE --E ELECTRIC NOTE: NOT AU. SYMBOLS MAY APPEAR IN DRAWING / / / / N 2722977.09 E 956160.19 � DC[ #17-380 / / I I / / / / / / / / / < / / / /. .f./'jCl) I / / I I \ / / \ \ ) N 2723437.8175 E 956462. 7276 / N 2723176.21 --�E 956290.94 VEGETA T/ON &WILDLIFE . /CONSERVANCY \ --- / / - \ \ '\_ Pfr "' \ 0Pos£o . -........_ ) W£LL --- ,,-N 2723089.1271 � / E 956394.0569 � �3100.5092 > . -t. 956 � 1560 Lot 2 Area =89,617± Sq. Or N"'-722915.1018 2_06± Acres E 9563�902 -........_ 87,398± SF UPLAND ·*219 ± SF WETLAND --.... �APE=21.9 Ft. (SHAPE 'A E �8,465± SF) N 2722905.11 E 956534.34 N 2723158. 9637 ,./ E 956577.98, I I N 2723645. 74 E 956611.27 '\ '\ '\ --WETLAND \.---w,· (OLD CRANBERRY BOG)/. \___.., \ ___ ... -fr ------; __ { I ,Iii, N 2723503. 896 6il!,_956734.8531 VEGETATION & WILDLIFE CONSERVANCY AREA 2.95 ± ACRES t,.ot 1 --.. -f'}_ 2723546.8996E 956768.0846 I ,iii,_ Area7 163,057± Sq. Ft. / Or .cl!,_ N 2723495.4917 E 956723. 9311 . 3. 7 4± Acres -�N 2723539.68 E 956815.35 � � I 10 4,749± SF UPLAND 58,308 ± SF WETLAND -""'-SHAPE=2 1.9 '\ \ \ ( SHAP�ot gEA W£\lf, 954± SF) .cl!,, CRAN& ;l,fvo \ \ l'RRy Boe) / q"'' \ .>ill,_\ N 2723275. 7904 E 956795. 7102 N 2723269.3947 E 956794.0405 N 2723250.8645 E 956801.4247 �-====:t-N 2723123 .4273 _ E 956779. 3441 ' \ 6713.08 \ *REF: PLAN BK. 301 PG. 99APPROVED BY PLANNING BOARDDECEMBER 15, 1975DEED REFERENCE DB.2451 PG. 340 "FOR ALL PURPOSES FOR WHICH PUBLIC WAYS ARENOW OR MAY HEREAFTER BE USED IN THE TOWN OFBARNSTABLE FOR THE BENEFIT OF THEIR LAND AND ANY SUBDIVISION THEREOF." DATE DANIEL A. OJALA, P.E.; P.L.S. LOCUS MAP SCALE 1 "= 2000' ± ASSESSORS MAP 110 PARCEL 7 & 7-1 SUBDIVISION TOTAL AREA IS 261,513± SF OR 6.00 AC (LOT 1 =163,057±, LOT 2=89,617± SF, ROAD=B,838± SF) (3. 74± AC) (2.06± AC) (0.20± AC) WAYSIDE LANE EXT. ROAD LENGTH ALONG CENTERLINESIDELINE TO END-228. 78' ROAD STUB ROAD LENGTH ALONG CENTERLINESIDELINE TO END-87.52' DRIVEWAY LENGTH ALONG CENTERLINEROW TO END-427' LOCUS IS WITHIN AREA OF MINIMAL FLOOD HAZARD ZONE X AS SHOWN ON COMMUNITY PANEL #250001C0534J DATED 7/16/2014 ZONING SUMMARY ZONING: RF FRONTAGE -150 FT AREA -87,120 SF* SETBACKS: FRONT -30 FT SIDE -15 FT REAR -15 FT *SITE IS LOCATED WITHIN THE RESOURCEPROTECTION OVERLAY DISTRICT SITE IS LOCATED WITHIN THE WEST BARNSTABLEFIRE DISTRICT SITE IS LOCATED WITHIN THE AQUIFER PROTECTION DISTRICT SITE IS LOCATED WITHIN OLD KING'S HIGHWAY HISTORIC DISTRICT OWNER/ APPLICANT MIAN SAEED MILLS CONSTRUCTION AND REMODELINGCO., INC. 105 ROUTE 149 MARSTONS MILLS, MA 02648 REFERENCE: DEED BOOK 21820 PAGE 108 DEED BOOK 2451 PAGE 340 PLAN BOOK 248 PAGE 33 PLAN BOOK 289 PAGE 98 PLAN BOOK 301 PAGE 99 PLAN BOOK 651 PAGE 42 DEFINITIVE PLAN OF LAND IN WEST BARNSTABLE, MA "WAYSIDE LANE EXTENSION" PREPARED FOR MIAN SAEED DATE: JANUARY 11, 2013 SUBDIVISION #820 REVISED: JUNE 17, 2013 REVISED: AUGUST 12, 2013 REVISED: MARCH 23, 2021 SHEET 2 OF B 5 Scale: 1 "= 40' 0 20 40 60 80 100 FEET off 508-362-4541 fox 508-362-9880 downcape.com © down cape � • • • en1111eer1111, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 10-072 WALLACE.DWG <D I CCE #1 7-380 STAKED HAY BALE WERE SPECIFIED SILT FENCE INSTALLATION TOWARD SITE EXCAVATION N.T.S. 2" X 2" X 36" WOOD POST 8' MAX. C.C. WD. POST MIRIFI SILT FENCE OR EQUAL FABRIC COMPACTED BACKFILL EXCAVATED TRENCH NA TUR AL GRADE I ' PLAN VIEW NTS METHOD FOR JOINING SILT FENCE SECTIONS: POSITION END POSTS TO OVERLAP AS SHOWN ABOVE, MAKING CERTAIN THAT FABRIC FOLDS AROUND EACH POST AT LEAST ONE TURN DRIVE POSTS TIGHTLY TOGETHER AND SECURE TOPS OF POSTS WITH CORD OR WIRE TO PREVENT FLOW-THROUGH OF BUILT-UP SEDIMENT AT JOINT. J Sq. Ft. KEY: + + ++ +� + + ++ + 100/o SLOPE 93,250± AREA EROSION CONTROL NETTING CONTROL AND SITE RESTORATION 2.ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON A REGULAR BASIS UNTIL ALL SITE IMPROVEMENTS ARE IN PLACE AND VEGETATION ESTABLISHED. 3.ROAD SHOULDER AREAS WILL GRADED, COMPACTED, AND SHALL BE ESTABLISHED BY DATE LEGEND ·99-EXISTING CONTOUR X 99.t EXIST, SPOT ELEV. -[99]-PROPOSED CONTO UR [98.4] PROPOSED SPOT EL. TH1 0 TEST HOLE 0 CATCH BAS IN co_, UT ILITY POLE �FIRE HYDRANT @ TREE �LIGHT .. so 0 WATER SHUTOFF c-GUY WIREI SIGN --W--WATER LINE --G --GAS LINE --E ---ELECTRIC NOTE: NOT ALL SYMBOLS MAY APPE'AR IN DRAWING DANIEL A. OJALA, P.E., P.L.S. SHEET C LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 110 PARCEL 7 & 7-1 SUBDIVISION TOTAL AREA IS 261,513± SF OR 6.00 AC (LOT 1=163,057±, LOT 2=89,617± SF, ROAD=B,838± SF) (3.74± AC) (2.06± AC) (0.20± AC) WAYSIDE LANE EXT. ROAD LENGTH ALONG CENTERLINESIDELINE TO END-228.78' ROAD STUB ROAD LENGTH ALONG CENTERLINESIDELINE TO END-87.52' DRIVEWAY LENGTH ALONG CENTERLINEROW TO END-427' LOCUS IS WITHIN AREA OF MINIMAL FLOOD HAZARD ZONE X AS SHOWN ON COMMUNITY PANEL #250001C0534J DATED 7/16/2014 ZONING SUMMARY ZONING: RF FRONTAGE -150 FT AREA -87,120 SF* SETBACKS: FRONT -30 FT SIDE -15 FT REAR -15 FT *SITE IS LOCATED WITHIN THE RESOURCEPROTECTION OVERLAY DISTRICT SITE IS LOCATED WITHIN THE WEST BARNSTABLE FIRE DISTRICT SITE IS LOCATED WITHIN THE AQUIFER PROTECTION DISTRICT SITE IS LOCATED WITHIN OLD KING'S HIGHWAY HISTORIC DISTRICT OWNER/ APPLICANT MIAN SAEED MILLS CONSTRUCTION AND REMODELINGCO., INC. 105 ROUTE 149 MARSTONS MILLS, MA 02648 REFERENCE: DEED BOOK 21820 PAGE 108 DEED BOOK 2451 PAGE 340 PLAN BOOK 248 PAGE 33 PLAN BOOK 289 PAGE 98 PLAN BOOK 301 PAGE 99 PLAN BOOK 651 PAGE 42 EROSION & SEDIMENTATION CONTROL PLAN TO ACCOMPANY DEFINITIVE PLAN OF LAND IN WEST BARNSTABLE, MA APPLYING AT LEAST FOUR INCHES OF SUITABLE TOPSOIL AND HYDROSEEDING, EROSION CONTROL NETTING, ADDITIONAL HYDROSEED OVER STAPLED NETTING AS REQUIRED. ONLY ORGANIC FERTILIZERS �LL BE USED FOR LA� ESTABLISHMENT AND MAINTENANCE OF ROADWAY SHOULDERS. CONSERVATION PLANTINGS" WAYSIDE MAY BE SPECIFIED ADJACENT WETLAND AREAS, VERIFY WITH ORDER OF CONDITIONS FOR LATEST PLANTING PLANS. LANE EXTENS�ON" 4.THE REMAINDER OF THE AREA DISTURBED BY CONSTRUCTION WILL BE SPREAD �TH WITH AT LEAST 4 INCHES OF ORGANIC LOAM, SEEDED WITH TEMPORARY GRASS COVER, MULCHED AND ALLOWED TO REVERT TO NATURAL GROWTH. 5.WHERE SLOPES EXCEED 10%, JUTE OR FIBER NETTING WILL BE SECURED IN PLACE AFTER SEEDING TOPREVENT EROSION. NORTH AMERICAN GREEN 5150 DOUBLE NET EROSION CONTROL BLANKET INSTALLED PER GUIDANCE. 6.THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION AND CONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE DURING CONSTRUCTION. PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE SITE IS ACHIEVED. 7.THE CONTRACTOR SHALL MAKE ALL NOTIFICATIONS AND CARRY OUT ALL MEASURES TO PROTECT ADJACENT WETLANDS AS MAY BE REQUIRED BY CONDITIONS OR ORDERS PLACED UPON THIS PROJECT WORK BY THE TOWN OF BARNSTABLE CONSERVATION COMMISSION. A COPY OF THE ORDER SHALL BE KEPT ONSITE. 8.SWALE ROADS INTO RETENTION AREA DURING CONSTRUCTION. REMOVE SILT AND PLACE COMPOST ONLY AFTER SITE STABILIZED PREPARED FOR MIAN SAEED DATE: JANUARY 11, 2013 REVISED: JUNE 17, 2013 REVISED: AUGUST 12, 2013 REVISED: MARCH 23, 2021 SUBDIVISION #820 Scale: 1"= 40' SHEET 3 OF C 5 0 20 40 60 80 100 FEET I � off 508-362-4541 fox 508-362-9880 downcape.com © down tdpe en1ineerin1, inc. � civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 10-072 WALLACE.DWG I ) ., .....___ --0 DRIVEWAY STA: o+oo ELEV: =STA: 0+60 DATUM ELEV 35.00 DCE #17-380 -- •/ '--��' '°' -�. 53.85 STUB CB 1 CB INV. 50.0 120 100 80 60 " 40 2 L{) sl-co sl-"' Ul L{) 0+00 (0+6 0 STUB I,,..... __ • - ----- �� , "' "' "" -o+oo --"" 0 "" "" - � -- -. C't'49 IV ,, L{) "'-"" D/W) - �-- - -- ------------· -- �� " � -" "'' IT I 0 INV. . {) L{) Ul co "" "' <Xi N r--ro "" 1+00 r--N -re; r--ro sl-sl-r-: "' r--co - ---- - -�--�� I j -- .:, I /-\; INV L{) "' "" r-- � ,-· --' IT I .J /h u - 0 - "" L{) co N "' 0, ro 2+00 r--re; 0, N N (J) HORIZ. SCALE: l'' = 40' VERT. SCALE: 1" = 40' -··- (J) L{) � "' 0 --0, 0, re; D - "' ci D - Scale: 1"= 40' 0 20 40 60 80 100 FEET = "' L{) . ro (J) • oro � (J) 3+00 r-- 0 -� "' r-: D - � " I ' i ; r--L{) . "'r-- . 0"" �o� - 0, D � -r-: 0 - I ') I\ ;-\Il I !' II sl- D ci ci -�-- 4+00 D --- 0, ci -� D N � - 0 N -- D N -- 0 N � \I I 12" REPROCESSED AS PHALT GRAVEL BAS E EROSION CONTROL BLANKET SILT FENCE/ ST RAW BA 52 50 48 --- (TYP.) NOTE: CLEAR OVERHANGING BRANCHES TO HEIGHT OF 15' (TYP.) GUARD RAIL \ 12"X3" AS PHALT BERM (TYP.) PAV ED ROAD\ 5_0, 46�-----------------� A • 0 53 51 A LOCUS MAP SCALE 1"=2000'± STA. 1+00 SECTION THRU ROAD GRANULAR FILL COMPACTED IN 12" LIFTS TO 95% MODIFIED PROCTOR DENSITY ASSESSORS MAP 110 PARCEL 7 & 7-1 54 52 50 RAIN "" GARDEN 48""' 46 - - 0 � �o 60 80 100 FEET LOW POINT ELEV = 51.20 LOW POINT STA = 0+24.17 PVI STA = 0+40.54 PVI ELEV = 50.93 A.D. = 16.53 K = 2.42 40 o· vc sl- L{) "' ci 0, ... <D re; Ul "' +L{) ci N D -w +L{) (/) u D u > w >wu w u > > ((l ((l :;:' 15 % MAX. ci s LOPE D/Wfr" ... � � "'1.soz. � I / / / --'J / I II I I I -�/I � I \J CB 1 CB 2ST, : 0 +54 II V. 50.0 40 OVERFLOW LP1 & LP2 DATUM ELEV 1------.c...;---; 30.00 0+00 0 "" st D L{) sl- <D co N re; L{) L{) 0 L{) � sl-L{) 1 /8"= 1' HORIZONTAL & VERTICAL NOT E: SEE SH EET 5 SECTION VIEW LOW POINT ELEV = 51.57 LOW POINT STA = 1+98.79 PVI STA = 1+89.75 60 Ul N 58 C-: N + N 56 .. (/) u > w 5 4 52 50 48 / F IN\ 46 44 42 40 ro sl- s " PVI ELEV = 51.29 L{) ' - L{) w u > w _,,_ - 48.0 A.D. = 3.22 K = 23.27 75 o· vc ... ., - "<( 0 � V, � u " . ----- - -' I - - - ""' ---. L{) N N-· + -.. u > ((l lr /- // A. sl-0 '"' w " > ((l FES �NV. 48.8 --------/ � -� V ./ v _________ / �---------.:; --� - --' ---- 0 L{) sl- - r-- L{) � L{) ..... ----····-�- -co.o "" sl-N U) - D r-- sl- _'J.�l\ � ----· --.. - ro D re; L{) 2+00 1+00 0 L{) sl- sl-N "' r-- sl- <D ... L{) sl-sl- HORIZ. SCALE: 1" = 40' VERT. SCALE: 1'' = 4' r--r-- sl- "' <D sl- 60 58 56 SUBDIVISION TOTAL AREA IS 261,513± SF OR 6.00 AC (LOT 1=163,057±, LOT 2=89,617± SF, ROAD=B,838± SF) (3.74± AC) (2.06± AC) (0.20± AC) LOCUS IS WITHIN AREA OF MINIMAL FLOOD HAZARD ZONE X AS SHOWN ON COMMUNITY PANEL #250001C0534J DATED 7/16/2014 ZONING SUMMARY ZONING: RF FRONTAGE -150 FT AREA -87,120 SF* SETBACKS: FRONT -30 FT SIDE -15 FT REAR -15 FT *SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT SITE IS LOCATED WITHIN THE WEST BARNSTABLE FIRE DISTRICT SITE IS LOCATED WITHIN THE AQUIFER PROTECTION DISTRICT SITE IS LOCATED WITHIN OLD KING'S HIGHWAY HISTORIC DISTRICT OWNER/ APPLICANT MIAN SAEED EXIST. MILLS CONSTRUCTION AND REMODELINGCO., INC. 105 ROUTE 149 ' --::- /_// // /// I ,, ------ ·------··- -� DATUM ELEV 30.00 a, co <D 0 ..,: (J) ..,: sl-L{) U) CUL 54 52 50 48 46 44 42 40 0+00 N N - L{) L{) <O 0 <Xi sl-L{) DE SAC MARSTONS MILLS, MA 02648 REFERENCE: DEED BOOK 21820 PAGE 108 DEED BOOK 2451 PAGE 340 PLAN BOOK 248 PAGE 33 PLAN BOOK 289 PAGE 98 PLAN BOOK 301 PAGE 99 PLAN BOOK 651 PAGE 42 ROAD PROFILE PLAN TO ACCOMPANY DEFINITIVE PLAN OF LAND IN WEST BARNSTABLE, MA ��WAYSIDE LANE EXTENSION" PREPARED FOR MIAN SAEED DATE: JANUARY 11, 2013 SUBDIVISION #820 REVISED: JUNE 17, 2013 REVISED: AUGUST 12, 2013 REVISED: MARCH 23, 2021 4 OF 5 I � off 508-362-4541 fox 508-362-9880 downcape.com © HORIZ. SCALE: l'' = 40' VERT. SCALE: 1'' = 4' Scale: 1"= 40' down cape engineering, inc. � civil engineers land surveyors 939 Main Street ( Rte 6A) 0 20 40 60 80 100 FEET YARMOUTHPORT MA 02675 10-072 WALLACE.DWG WOOO GUARO RAIL WHERE INDICATED 8"X6" POST P.T. N0.2 TIMBER GALV. THRUBOLTS POSTS 6'0.C. 4"X10" RAIL P.T. TIMBER 16' LONG (TYP.) ' D 5'-0" 40' ROW 16'-18' OVERALL (VARIES) 14' -16' (VARIES) CLASS 1 BITUMINOUS CONCRETE MA SS DPW M3.1 1.03 2-1/2" BASE, 1-1/2" TOP 2:1 MA X. CUT 6" LOAM AND SEED 4% MA X. 12"X3" CC BERM (TYP.) 4" TOTAL COMPACTED THICKNESS BERM ALL DISTURBED AREAS (TYP.) 2% CROSS CROWN 2% CROSS CROWN 2:1 MAX FILL PROVIDE ERO SION CONTROL NETTING STAPLED ON ALL CUT AND FILL SLOPES DCE #1 7-380 ��< (�;,�s,;o:�:r·;J�:;:'�::,'s��""-__ ;;,-c:, ��\,co, m, cm. '°""" O GAS EXTEND GRAVEL BASE 6" (TYP.) TEST HOLE LOGS ENGINEER: DA NI EL A. OJALA, PE DAT E: 12-30-11 PERC. RAT E = < 2 MIN/INCH CLASS SOILS Q"- 6" 48" -PER C X 50" A LS lOYR 4/2 B LS 10YR 5/6 C MS 10YR 7/4 ELEV . 45' 44.5 41.6 7' 32. 5' 1 O" 36" 60" 72" 62" FILL B LS WHITE C1 Sil NOTE: T-BA SE TO BE PLAC ED IN 6" LIFTS, COMPACT SUB GRADE AND COMPACT ED TO 95% OF THE MA XIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D-1557 METHOD D). COMPACT SUBGRADE PRIOR TO GRAVEL APPLICATION ELEV. 45' 44.5 41.6 7' lYPICAL SECT ION THRU PA VEMENT o" -A LS 6" 10YR 3/2 B LS 36" 1 OYR 6/6 Cl M/CS W/ POCKETS OF NOT TO SCALE ELEV. 40' 39. 5' 37' GW PERCH Sil @ 5' 41.6 84" 2.5Y 5/2 33' 7' C2 C2 Sil 2.5Y 5/2 2·-10· M/F LS 120" GW PERCH 30' C3 WHITE M/CS 32.5 1 50" 2.5Y 8/3 27.5 NO GROUNDWATER ENCOUNTERED 26" "u ' 24" MANUF. LeBARON, BROCKTON, MA MODEL: LK 110 WATER TOLERANT PLANTS-MUST TOLERATE .DROUGHT CONDITIONS AS WELL. ' ,'t/1<t!} f.)t SEE PLANTING SCHEDULE ON UTILITY SHEET POOLING ZONEDEPTH PER PLAN LINE AND GRADE PER PLAN VIEW ii,,\' 4s;,r',.,':),'1 {:) LEBARON OR EQ. BEEHIVE GRATE ""1 i I!''� 'l, 2"HARDWOOD BARK FILTRATION ZONE-T \a .._1 MULCH BETWEEN 24" PLANTING MEDIUM SOIL MATRIX REQ: 50% MEDIUM SAND 30% NATIVE TOPSOIL 20% COMPOST (...,. 57 ·'e,) PLANTINGS }' "' 'fk FINISH GRADE RIM:4e.2 USE ONLY HARDWOOD BARK MULCH NOTE: 36" DEEP SOIL WHERE TREES ,_.:;c.,:-l:::J,�"-AS SHOWN PROPOSED. ---��RECHARGE ZONE� COARSE SAND OR GRAVEL 4" DIA PERF. SCH40 PVC UNDERDRAIN WITH CLEANOUT TO GRADE INSTALLED TO LINE SHOWN IN PLAN VIEW, SET IN 3/4" WASHED STONE 6" ALL AROUND, RUN BELOW SOIL MEDIUM, CORE INTO LP1 FILTER FABRIC BETWEEN FRAME & GRATE UNTIL SITE STABILIZED DO NOT CONSTRUCT PLANTINGS IN BASIN UNTIL REMAINDER OF SITE IS STABILIZED. 6.00' I PRECAST CONCRETE RISER H-20 MORTAR ALL COMPONENTS 3'X3' LEACHING TRENCH / BETWEEN STRUCTURES REMOVE ANY CONSTRUCTION SILTATION PRIOR R Al N TO FINAL PLANTING GARDEN AREA W/ OVERFLOW DRAIN AGE SE CTION VIEW ' NOT TO SCALE LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS lYPICAL AC CES S COVER H-20 RISERSMORTAR ALLCOMPONENTS44.0 I SCALE: 3/4" = 1'-0" MIRAFI 140NS FABRIC OVER STONE /3'X3' LEACHING TRENCH BETWEEN STRUCTURES 8 1/2" GALV. 4"X10" RAIL/80.LT (TYP.)P.T. TIMBER 12 LONG HEX NUT W/ WASHER FLUSH �TH POST (TYP.) 8"X6" POST P.T. TIMBER 1/8" RAILING PLAN NOT TO SCALE HEX NUT W/ 1-3/4" WASHER ROUNDED END CYI 307 A OR EQ. 8"X6" POST P.T. N0.2 SOUTHERN YELLOW PINE OR EQ. RAILING SECTION B NOT TO SCALE SEE P AVEMENT SECTION 8" H-20 F&G 2'X 2' GRATE (TYP .) ' P RO P OSED '• H-20• CATCH BASIN : 4' MIN. SUM P · LISTED 4'¢X6'6" SHOREY SOLID BASIN H-20 OR EQUAL NOTES: 1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ISAPPROXIMATE. PRIOR TO ANY EXCA VATION ON THIS SITE, THE EXCAVATINGCONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OREQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2.ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THISPROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 3.VERTICAL DATUM IS NAVD88 FROM RTK GPS. (ADD 0.9' FOR NGVD29). 4.DESIGN LOADING FOR ALL PRECAST UNITS TO BE H-20. 5.4" LOAM AND HYDROSEED ROAD SHOULDERS/SLOPES AND ALL DISTURBED AREAS.WHERE SLOPES EXCEED 10%, WOVEN FIBER NETTING WILL BE SECURED IN PLACE TO PREVENT EROSION. 6.PLACE FILTER FABRIC BETWEEN FRAME AND GRATE UNTIL ROAD PAVED. 7.COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. ALL UTILITIES TO BE SUBSURFACE. 8.INSPECTIONS REQUIRED PER BARNSTABLE SUBDIVISION REGULATIONS.SEE BARNSTABLE SUBDIVISION RULES SECTION 801-61 (9 STEP INSPECTION PROCEDURE)24 HOUR MINIMUM NOTICE REQUIRED PRIOR TO INSPECTIONS. 9.HAY BALES AND/OR SILTATION FENCE SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER SITEPREPARATION WORK HAS BEGUN. 10.ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON AREGULAR BASIS UNTIL ALL SITE IMPROVEMENTS ARE IN PLACE AND VEGETATION ESTABLISHED.SEE EROSION CONTROL PLAN AND NOTES SHEET 3. 11. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION ANDCONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE DURING CONSTRUCTION.PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND LANDSCAPED AREAS SHALL BE PROTECTED BYPROPER GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THESITE IS ACHIEVED. SEE EROSION CONTROL PLAN AND NOTES SHEET 3. LOCUS MAP SCALE 1 "= 2000' ± ASSESSORS MAP 110 PARCEL 7 & 7-1 LOCUS IS WITHIN AREA OF MINIMAL FLOOD HAZARD ZONE X AS SHOWN ON COMMUNITY PANEL #250001 C0534J DA TED 7/16 /2014 ZONING SUMMARY ZONING: RF FRONTAGE -150 FT AREA -87,120 SF* SETBACKS: FRONT -30 FT SIDE -15 FT REAR -15 FT *SITE IS LOCATED WITHIN THE RESOURCEPROTECTION OVERLAY DISTRICTSITE IS LOCATED WITHIN THE WEST BARNSTABLE FIRE DISTRICT SITE IS LOCATED WITHIN THE AQUIFER PROTECTION DISTRICT f-----------8' MAX.-----------i 1" CHAMFER SITE IS LOCATED WITHIN OLD KING'S HIGHWAY HISTORIC DISTRICT 0 0 4"X10" RAIL P.T. TIMBER 16' LONG TYP. �8"X6" POST P.T. N0.2 TIMBER I I �------+--,----"'------'/ / : : / UJ 11 L I ,LU I I I LI I � Q I : I 1 _111 � ,,_111� � 11�----------------' \ \ ) ) t I / / I / / I RAILING SECTION A :'..JOT TO SCALE -1 I l==J ; l==I I 1- OWNER/ APPLICANT MIAN SAEED MILLS CONSTRUCTION AND REMODELINGCO., INC. 105 ROUTE 149 MARSTONS MILLS, MA 02648 REFERENCE: DEED BOOK 21 820 PAGE 108 DEED BOOK 2451 PAGE 340 PLAN BOOK 248 PAGE 33 PLAN BOOK 289 PAGE 98 PLAN BOOK 301 PAGE 99 PLAN BOOK 651 PAGE 42 DETAIL SHEET TO ACCOMPANY DEFINITIVE PLAN WEST OF LAND IN BARNSTABLE, MA 8" H-20 F&C "WAYSIDE LANE EXTENSION" . . .·. BRICK ADJUSTING CO RSE/ � '.3 DRILL (�6L�;r MORTAR •. , • •• \____:(::_TY:_:P:;;.)�=.,J±=-icot:;t·�· L_\12" ADS N-12 PIPE SEE P LAN VIEW LISTED "-----==··· 4.0' ._ PROPOSED . H-20 MANHOLE . ·' 4' MIN. SUMP ' .,.. ' ·_.'' -... -... - 4'¢X6'6" SHOREY SOLID BASIN H-20 OR EQUAL FLOW DATE DANIEL A. OJALA, P.E., P.L.S. PREPAR ED FOR MIAN SAEED DATE: JANUARY 11, 2013 REVISED: JUNE 17, 2013 REVISED: AUGUST 12, 2013 REVISED: MARCH 23, 2021 SUBDIVISION #820 5 OF 5 I � off 508-362-4541 fax 508-362-9880 downcape.com © down cape en1ineerin1. inc. � civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 10-072 WALLACE.DWG CHERRY VALLEY, MA 01611 110007 SYON BUILDERS LLC 4 POND COURT Property ID: CHERRY VALLEY, MA 01611 110007001 SYON BUILDERS LLC 4 POND COURT Property ID: 200 MAIN STREET HYANNIS, MA 02601 110008 BARNSTABLE, TOWN OF (CON) CONSERVATION COMMISSION Property ID: WEST BARNSTABLE, MA 02668 110018 SHEA, CONNOR LIAM 41 WAYSIDE LANE Property ID: WEST BARNSTABLE, MA 02668 110019 MEAGHER, NANCY F 26 WAYSIDE LN Property ID: WEST BARNSTABLE, MA 02668 110025014 PARRISH ACRES COMM ASSOC, INC P O BOX 733 Property ID: WEST BARNSTABLE, MA 02668 111069 WEEKES CROSSING COMM ASSOC P O BOX 834 Property ID: