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Home My WebLink AboutCOA 49 John Maki RdWORK AREAEXISTING AREATO REMAINEXISTING AREATO REMAINWORK AREAEXISTING HANDICAP ENTRANCETHE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO NOT "SCALE" DRAWINGS TO OBTAIN MISSING INFORMATION OR TO INTERPRET ANY INFORMATION NOT SPECIFICALLY DIMENSIONED FOR EXACT DETAILING, FABRICATION OR CONSTRUCTION PURPOSES. CONTACT THE DESIGNENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDING DEPARTMENT PRIOR TO THE START OF WORK.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. VERIFY AND CONFIRM ALL DIMENSIONS,ELEVATIONS AND LOCATIONS OF EXISTING BUILDINGS AND OTHER STRUCTURES PRIOR COMMENCING THE WORK. DISCREPANCIES SHALL BE REPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFORE PROCEEDING.THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE COORDINATION OF ALL RELATED PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THECONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND SYSTEMS PRIOR WORK OR ORDERING ANY ITEM AND COORDINATE WITH THE ARCHITECT OR THE RELATED ENGINEER. DO NOT COMMENCE WORK UNTIL CONDITION IS RESOLVED AND MODIFICATION IF NEEDED ISAPPROVED. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THAT MAY EXIST PRIOR TO COMMENCING THE WORK.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED FOR PLUMPNESS, STRUCTURAL STABILITY ANDSAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE IMPOSED UPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETY OF ADJACENT STRUCTURES, PROPERTY, HIS WORKMEN, AND THE PUBLIC, AS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY EXPERIENCED CONTRACTOR WITH KNOWLEDGE ON THIS TYPE OF WORK. SOULVEPLUS PERSONNEL ARE AVAILABLE TO ANSWER QUESTIONS AND ASSIST THE CONTRACTOR BY EXPLAINING THE DESIGN INTENT.CONTRACTOR SHALL UNDERSTAND THE COMPLEXITIES OF THE PROJECT AND THE CONSTRUCTION SEQUENCE . THE CONTRACTOR ASSUMES TOTAL RESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.KEY NOTE:Scale:(978) 759-7799contact@soulveplus.comwww.soulveplus.comVERIFY IN FIELD (V.I.F.)ALL DIMENSIONSAs indicatedA000COVER SHEETDECK RENOVATION49 JOHN MAKI RD.10/03/2025WBAR-49JMRWEST BARNSTABLE, MA 02668CONSTRUCTIONDOCUMENTSSHEET LIST# SHEET NAMEA000COVER SHEETA100EXISTING FLOOR PLAN - DECKA101DEMOLITION PLAN - DECKA102PROPOSED FLOOR PLAN - DECKS100DECK FOUNDATION AND FRAMING PLANS101PORCH FOUNDATION AND FRAMING PLAN1- ALL WORK SHALL COMPLY WITH STATE AND LOCAL BUILDING CODES AND REGULATIONS2- CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND PROCEDURES.3- CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS DURING BUILDING CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING TO ENSURE SUCH SAFETY.4- ALL DIMENSIONS AND SITE CONDITIONS SHALL BE FIELD VERIFIED AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NOTIFY THE OWNER OR DESIGNER OF ANY DISCREPANCY PRIOR TO COMMENCEMENT OF WORK.5- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, AND TO PROTECT THEM FROM DAMAGE.6- ALL DETAILS, SECTIONS, NOTES, OR REFERENCE TO OTHER DRAWINGS ARE INTENDED TO BE TYPICAL. 7- DURING CONSTRUCTION, AND PRIOR TO THE INCORPORATION OF ANY CHANGES, REVISIONS, MODIFICATIONS OR DEVIATION FROM THE CONSTRUCTION DOCUMENT, CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER OR DESIGNER AND OBTAIN APPROVAL FROM THE BUILDING INSPECTOR BEFORE PROCEEDING WITH THE WORK.8- SPECIFIC NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.9- GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION.10-CONTRACTOR SHALL PERFORM ALL WORKS IN COMPLIANCE:A- BUILDING CODE: 2015 INTERNATIONAL EXISTING BUILDING CODE with MASSACHUSETTS AMENDMENTS-9TH EDITION.GENERAL NOTES:SITE CONTEXT:49 JOHN MAKI RD. WEST BARNSTABLE, MA 02668BUILDING PERMIT SET - OCTOBER 03, 2025PROJECT SCOPE:1.0 DECK RENOVATIONDO NOT SCALE1WORK AREA REFERENCE DNDNDNScale:(978) 759-7799contact@soulveplus.comwww.soulveplus.comVERIFY IN FIELD (V.I.F.)ALL DIMENSIONS3/16" = 1'-0"A100EXISTING FLOOR PLAN -DECKDECK RENOVATION49 JOHN MAKI RD.10/03/2025WBAR-49JMRWEST BARNSTABLE, MA 02668CONSTRUCTIONDOCUMENTS3/16" = 1'-0"1EXISTING 1ST FLOOR - DECK EXISTING BUILDING TO REMAINEXISTING EXTERIOR WALLTO REMAINEXISTING PAVER AREATO REMAINDEMOLISH DECK, STAIR, RAILING, PIER AND BUILD NEW DECK AND STAIR IN THE SAME DIMENSIONSDEMOLISH STOOP AND BUILD NEW STOOP IN THE SAME DIMENSIONSEXIST. SAFEY BOLLARDTO REMAINScale:(978) 759-7799contact@soulveplus.comwww.soulveplus.comVERIFY IN FIELD (V.I.F.)ALL DIMENSIONS3/16" = 1'-0"A101DEMOLITION PLAN -DECKDECK RENOVATION49 JOHN MAKI RD.10/03/2025WBAR-49JMRWEST BARNSTABLE, MA 02668CONSTRUCTIONDOCUMENTS3/16" = 1'-0"11ST FLOOR DEMOLITION PLAN - DECK DNDNDNNEW 42" TIMBERTECH® PVC RAILING CASTLE GATENEW 5/4X6 TIMBERTECH® CASTLE GATE DECK BOARDNEW 5/4X6 TIMBERTECH® CASTLE GATE DECK BOARDWORK AREAWORK AREA9' - 0"5' - 10"5' - 0"5' - 0"EXISTING PAVER11"7" MAXIMUM RISER HEIGHT 11"EXIST. SAFEY BOLLARDScale:(978) 759-7799contact@soulveplus.comwww.soulveplus.comVERIFY IN FIELD (V.I.F.)ALL DIMENSIONS3/16" = 1'-0"A102PROPOSED FLOOR PLAN -DECKDECK RENOVATION49 JOHN MAKI RD.10/03/2025WBAR-49JMRWEST BARNSTABLE, MA 02668CONSTRUCTIONDOCUMENTS3/16" = 1'-0"11ST FLOOR - DECK PLAN EXIST. EXTERIOR WALLEXIST. DOOR2X8 PTL SPF#1/#2@16" O.C.2X8 PTL LEDGER ATTACHED TO HOUSE FRAME W/ 2 ROWS OF 1/2" X 7" HEX GALV. LAG SCREW ACQ APROVED @ 16" O.C.(2) 2X8 PTL FLUSH BEAM2X12 PTL STRINGER @ 12" O.C4x4 PTL POST RAILINGINSTALL JOIST HANGERINSTALL JOIST HANGERINSTALL SIMPSON® DECK TENSION TIE ZMAX®INSTALL SIMPSON® ADJUSTABLE STRINGER CONNECTOR LSC ZMAX®CONCRETE PAD BELOWEXISTING PAVEREXIST. DOORDIAMOND PIER®FOUNDATION SYSTEMDP-50/50"BEAM ABOVECONCRETE PAD BELOWEXISTING PAVERV.I.F.5' - 8 1/4"4x4 PTL COLUMNINSTALL POST CAP AND POST BASEScale:(978) 759-7799contact@soulveplus.comwww.soulveplus.comVERIFY IN FIELD (V.I.F.)ALL DIMENSIONS3/8" = 1'-0"S100DECK FOUNDATION ANDFRAMING PLANDECK RENOVATION49 JOHN MAKI RD.10/03/2025WBAR-49JMRWEST BARNSTABLE, MA 02668CONSTRUCTIONDOCUMENTS3/8" = 1'-0"2DECK FRAMING PLAN3/8" = 1'-0"1DECK FOUNDATION PLAN DNNEW 5/4X6 TIMBERTECH® CASTLE GATE DECK BOARDWORK AREA5' - 0"5' - 0"0' - 11"DNEXIST. DOOREXIST. EXTERIOR WALLEXIST. DOOR2X8 PTL SPF#1/#2@16" O.C.2X8 PTL LEDGER ATTACHED TO HOUSE FRAME W/ 2 ROWS OF 1/2" X 7" HEX GALV. LAG SCREW ACQ APROVED @ 16" O.C.(2) 2X8 PTL FLUSH BEAM4x4 PTL COLUMNINSTALL JOIST HANGERINSTALL SIMPSON® DECK TENSION TIE ZMAX®EXIST. EXTERIOR WALLEXIST. DOORDIAMOND PIER®FOUNDATION SYSTEMDP-50/50"4x4 PTL COLUMNINSTALL POST CAP AND POST BASE4' - 9"EXIST. EXTERIOR WALLEXIST. DOOR2X8 PTL SPF#1/#2@16" O.C.2X8 PTL LEDGER ATTACHED TO HOUSE FRAME W/ 2 ROWS OF 1/2" X 7" HEX GALV. LAG SCREW ACQ APROVED @ 16" O.C.(2) 2X8 PTL FLUSH BEAM4x4 PTL COLUMN BELOWINSTALL POST CAPINSTALL HURRICANE TIEINSTALL JOIST HANGER3" / 1'-0"Scale:(978) 759-7799contact@soulveplus.comwww.soulveplus.comVERIFY IN FIELD (V.I.F.)ALL DIMENSIONS3/8" = 1'-0"S101PORCH FOUNDATION ANDFRAMING PLANDECK RENOVATION49 JOHN MAKI RD.10/03/2025WBAR-49JMRWEST BARNSTABLE, MA 02668CONSTRUCTIONDOCUMENTS3/8" = 1'-0"1PORCH PLAN3/8" = 1'-0"4PORCH FRAMING PLAN3/8" = 1'-0"3PORCH FOUNDATION PLAN3/8" = 1'-0"5ROOF FRAMING PLAN3/8" = 1'-0"2PORCH ROOF PLAN 2026 MAIN STREET WEST BARNSTABLE, MA 02668 217018 DONEHEY, KELLI A TR KELLI A DONEHEY TRUST Property ID: LONGMEADOW, MA 01106 217019W00 CANEGALLO, KRISTIE 101 ELLINGTON STREET Property ID: WEST BARNSTABLE, MA 02668 217020003 CHILDS, PAUL R & CATALANO, KIMBERLY M 71 MAGGIE LANE Property ID: LYNN, MA 01905 217020004 CHRISTIAN CONGREGATION IN THE US 12 DAY STREET Property ID: 40 JOHN MAKI ROAD WEST BARNSTABLE, MA 02668 217025X01 EATON, ORRIN J III & HANLEY-EATON, BETHANNE M Property ID: 40 JOHN MAKI ROAD WEST BARNSTABLE, MA 02668 217025X02 EATON, ORRIN J III & HANLEY-EATON, BETHANNE M Property ID: YARMOUTHPORT, MA 02675 217025X04 STETKIS, JON E 113 NOTTINGHAM DR Property ID: WEST BARNSTABLE, MA 02668 217032 HORN, GERARD T JR 40 MAGGIE LANE Property ID: