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Home My WebLink About5178 38 Indian Memorial Dr Elevation and Floor Plans 04.23.24APRIL 23, 2024 SECOND FLOOR ADDITION TO POULAKOS RESIDENCE 38 INDIAN MEMORIAL DRIVE SOUTH YARMOUTH MA 02664 PLANS PREPARED BY DESIGN BY SAMI LLC 81 OCEANSIDE DRIVE SCITUATE, MA 02066 617-460-1041 - Sami@designbysami.com CONTRACTOR JAMES PAPAS CONSTRUCTION 162 WEST STREET BROCKTON, MA 02301 508-942-5321 Papasd@hotmail.com CHECKED: SK DRAWN BY: AK ISSUED FORCONSTRUCTIONAPRIL 23, 2025PROJECT LOCATION38 INDIAN MEMORIAL DRIVESOUTH YARMOUTH, MA 026646CONTRACTORPROJECT TYPESECOND FLOOR ADDITIONRESIDENTIAL R-3PLANS PREPARED BYDESIGN BY SAMI LLC.81 OCEANSIDE DRIVESCITUATE, MA 02066APRIL 23, 2025 DESIGN IS BASED ON THE MASSACHUSETTS BUILDING CODE 10TH EDITION IT IS THE INTENT OF THESE PLANS TO DEPICT CONSTRUCTION IN ACCORDANCE WITH MA STATE BUILDING CODE 9TH EDITION. THE STATE BUILDING CODE IS PART OF THESE CONSTRUCTION PLANS. ALL WORK SHALL BE CONDUCTED, INSTALLED, PROTECTED AND COMPLETED IN A WORKMANLIKE AND ACCEPTABLE MANNER SO AS TO SECURE THE RESULTS INTENDED BY STATE BUILDING CODE. CONTRACTOR MUST HAVE A COPY OF THE STATE BUILDING CODE AND A COPY OF THESE PLANS ON SITE AT ALL TIME DURING CONSTRUCTION. ANY OMISSION ON THESE PLANS DOES NOT RELIEVE THE CONTRACTOR RESPONSIBILITIES TO COMPLY WITH THE STATE BUILDING CODE. DESIGN LIVE LOAD FIRST FLOOR = 40 PSF DESIGN LIVE LOAD SECOND FLOOR = 30 PSF DESIGN LIVE LOAD ATTIC FLOOR = 10 PSF DESIGN SNOW LOAD Pg = 30 PSF DESIGN SNOW LOAD FLAT ROOF Pf = 25 PSF DESIGN WIND LOAD Vult = 131 MPH ALL LUMBER/MATERIAL SUPPLIES SHALL MEET THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE FOR STRUCTURE GRADE 2 OR BETTER. ALL WOOD EXPOSED TO WEATHER SHALL BE P.T. ALL DIMENSIONS SHOWN MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO START WORK AND SHALL BE ADJUSTED BY CONTRACTOR TO FIT JOB CONDITIONS. MEASUREMENTS TAKEN TO FACE OF EXISTING EXPOSED WALLS AND NOT GUARANTEED TO BE ACCURATE ONCE THE WALL STUDS ARE STRIPPED. BEAMS SPECIFIED AS LVL SHALL MEET THE SPECIFICATIONS OF GEORGIA-PACIFIC CORPORATION ENGINEERED LUMBER OR EQUAL: MODULUS OF ELASTICITY = 2,000,000 PSI SHEAR MODULUS OF ELASTICITY = 125,000 PSI FLEXURAL STRESS = 2,900 PSI HORIZONTAL SHEAR = 285 PSI COMPRESSION PERPENDICULAR TO GRAIN = 845 PSI COMPRESSION PARALLEL TO GRAIN = 2,600 PSI EQUIVALENT SPECIFIC GRAVITY SG = 0.50 ALL POSTS SHALL BE 31 4X51 4 LVL POSTS EXTENDING TO FOUNDATION WALL OR SUPPORT BEAMS AND SHALL HAVE THE FOLLOWING PROPERTIES: BENDING STRESS = 2650 PSI MODULA OF ELASTICITY = 1,900,000 PSI COMPRESSION PERPENDICULAR TO GRAIN = 750 PSI COMPRESSION PARALLEL TO GRAIN = 2350 PSI SHEAR STRENGTH = 285 PSI ALL LVL BEAMS SHALL HAVE A MIN OF 3" BEARING LENGTH. ALL LVL BEAMS MADE OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER AS REQUIRED BY LVL MANUFACTURER ADD DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO JOISTS ALL WALLS PERPENDICULAR TO JOISTS SHALL HAVE SOLID BLOCKING UNDER WALL ALL HANGERS AND HARDWARE USED SHALL BE CORROSION PROTECTED. BY REFERENCE THE 2021 IECC CODE IS PART OF THESE PLANS. ALL FRAMING MUST COMPLY WITH THE REQUIREMENTS OF THE ENERGY CODE TO ACHIEVE PROPER INSULATION. . CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SUPPORT DURING CONSTRUCTION UNLESS NOTED ON THE PLAN USE THE FOLLOWING HEADER SCHEDULE: USE 2-2X6 HEADER FOR SPANS UP TO 3'-1" USE 2-2X8 HEADER FOR SPANS UP TO 4'-2" USE 2-2X10 HEADER FOR SPANS UP TO 5'-3" USE 2-2X12 HEADER FOR SPANS UP TO 6'-0" OVER 6'0" USE 2-13 4X71 4 LVL HEADER EXCEPT AS NOTED ON THE PLANS USE 2 JACK STUDS AND 1 KING STUD EACH END OF HEADER OVER 5 FT IT IS THE CONTRACTOR RESPONSIBILITY TO FOLLOW AND ENFORCE ALL STATE AND FEDERAL LAWS AND REGULATIONS PERTAINING TO THIS PROJECT INCLUDING OCCUPATIONAL SAFETY AND HEALTH REGULATIONS AT ALL TIME DURING CONSTRUCTION CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS PRIOR TO START OF THE WORK FRONT ELEVATION SCALE: 1 4" =1'-0" BACK ELEVATION SCALE: 1 4" =1'-0" SHEET 1 OF 4LEFT ELEVATION SCALE: 1 4" =1'-0" RIGHT ELEVATION SCALE: 1 4" =1'-0"8.90'SECOND FLOOR ELEV. 25.10 ELEV. 42.00 ELEV. 48.53 8.00'TOP PLATE FIRST FLOOR ELEV. 34.00 TOP RIDGE 6.53'24.59'ELEV. 23.94 APROX. GRND 1.16' FC 7'2 FC 8'6 FC 7'2 KITCHEN DINING ROOM CL DN BEDROOM BEDROOM BEDROOM CL CL CL CL CL CL CL LIVING ROOM BATH BATH EXISTING FIRST FLOOR PLAN SCALE: 1 4" = 1'-0" INDICATES WALL TO BE DEMOLISHED INDICATES PROPOSED WALL INDICATES EXISTING WALL KITCHEN DINING ROOM BEDROOM #2 BEDROOM #1 OFFICE CL CL CL CL CL LIVING ROOM BATH #2 BATH #1 PROPOSED FIRST FLOOR PLAN SCALE: 1 4" = 1'-0"8'-0"S S S CO CO DN UP 3'-6"CL ADD 2-13 4X71 4 LVL WINDOW HEADER POST UP TO RIDGE FAMILY ROOM SECOND FLOOR PLAN SCALE: 1 4" = 1'-0" MASTER BEDROOM BATH #3DRESSING ROOM ROOF ROOF ROOF ROOF ROOF MASTER CLOSET 17'-01 2" D1 38'-4" D1 14'-612"3'-1112"4'-512"8'-5"8'-312"31'-3"D1 5'-10" 3'-9"8'-3"5'-01 2"6'-0"3'-8"12'-9"3'-8"20'-1"INDICATES PROPOSED WALL INDICATES EXISTING ROOF LINES F 4'-11 2" COMPOSITE DECKING 42" HIGH RAIL S S CO D3 W1 W1 W1 W2W2 W3W5 W5 W5 W5 W6 4'-71 2"4'-71 2" BATH #4 D1 F5'-5"W4 DN 18'-51 2" 4'-71 2"4'-71 2" 3'-8"3'-6"3'-6" 3'-3"8'-61 2"8'-61 2"3'-3" SECOND FLOOR ADDITION AREA = 985 SF 3'-8"5'-31 2"4'-2"4'-01 2" 17'-2" 38'-4" 3'-0" PELLA WINDOW ROUGH OPENING W1 WINDOW S NOTES: CONTRACTOR SHALL VERIFY ALL WINDOWS ROUGH OPENING WITH WINDOW MANUFACTURER PRIOR TO START THE WORK FOR WINDOW GRILLS CONSULT WITH OWNER BEDROOM WINDOWS MEET THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA 3.3 SQ. FT. CLEAR OPENABLE 20" X 24" ANY DIRECTION E = EGRESS WINDOW S = SAFETY GLASS ALL WINDOWS AND PATIO DOORS SHALL HAVE A U FACTOR = 0.3 ALL WINDOWS ON SECOND FLOOR SHALL BE EQUIPPED WITH WINDOW GUARDS OR WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH ASTM F2090-10. W H MASTER BEDROOM LOCATION 3-0/5-0 351 2 591 2 MASTER CLOSET BATH #3 2-8/4-0 311 2 BATH #4 3 NO. W2 1W3 3-0/5-0 351 2 591 2 2 291 2 471 2FAMILY ROOM 4W5 REMARKS 471 2 3-2/5-0 DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG E E S S311 2 471 2 1 3-0/5-0 351 2 471 2FAMILY ROOM 2W6 DOUBLE HUNG3-0/4-0 W4 F FAN VENTED TO THE OUTSIDE D1 INTERIOR DOOR 2'6"X6'8" D2 D3 PATIO DOOR PELLA IN SWING 7580 SMOKE DETECTOR UL 217 OR UL 268 CARBON MONOXIDE AND SMOKE DETECTOR UL 217 AND UL 2075 HEAT AND SMOKE UL 521 OR UL 539. S H CO ALL DETECTORS SHALL BE INTERCONNECTED IN ACCORDANCE WITH NFPA 720. INTERIOR DOOR 2'8"X6'8" WITH WEATHER STRIPPING8'-0"TOP PLATE 3-2X8 HEADER SUB-FLOOR TYPICAL SECOND FLOOR WINDOW DETAIL CHECKED: SK DRAWN BY: AK ISSUED FORCONSTRUCTIONAPRIL 23, 2025PROJECT LOCATION38 INDIAN MEMORIAL DRIVESOUTH YARMOUTH, MA 026646CONTRACTORPROJECT TYPESECOND FLOOR ADDITIONRESIDENTIAL R-3PLANS PREPARED BYDESIGN BY SAMI LLC.81 OCEANSIDE DRIVESCITUATE, MA 02066APRIL 23, 2025 SHEET 2 OF 4 CRAWL SPACE BASEMENT FOUNDATION PLAN SCALE: 1 4" = 1'-0" CRAWL SPACE 12" DIA. FOOTING WITH BIGFOOT 9'-0"5'-912"S 9'-0" BASEMENT FIRST FLOOR FRAMING PLAN SCALE: 1 4" = 1'-0" CRAWL SPACE INFILL CHIMNEY LOCATION MATCH EXISTING JOISTS SIZE BEAM #7 4-13 4X71 4 LVL DN UP CL KITCHEN DINING ROOM BEDROOM BEDROOM OFFICE CL CL CL CL CL LIVING ROOM BATH BATH SECOND FLOOR FRAMING SCALE: 1 4" = 1'-0" DN 8'-01 2"3'-11"5'-71 2" 2X8 P.T. AT 16" O.C. 2X8 P.T. LEDGER BOARD BOLTED TO EXISTING STRUCTURE AT WITH 1/2" DIA. BOLTS WITH WASHERS STAGGERED AT 16" O.C. 3-2X10 P.T. BEAM 5 4X6 COMPOSITE DECKING 4X6 P.T. POST (TYP.) DOUBLE JOISTS (TYP.) RIM BOARD (TYP.) RIM BOARD (TYP.) BEAM #5 2-13 4X117 8 LVL BEAM #6 2-13 4X117 8 LVL BEAM #7 3-13 4X117 8 LVL POST UP TO RIDGE SECOND FLOOR FRAMING NOTES: 11 8" FIBERSTRONG® RIM BOARD CONFORMING TO ANSI/APA PRR 410 SUB-FLOOR SHALL BE 3 4 T&G CDX PLYWOOD NAILED AND GLUED TO JOISTS. DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO JOISTS ADD SOLID BLOCKING UNDER ALL WALLS PERPENDICULAR TO JOISTS AJS 20, 117 8 JOISTS AT 16" O.C.AJS 140, 1178 JOISTS AT 16" O.C.DOUBLE JOISTS (TYP.) DOUBLE JOISTS UNDER WALL BEAM #4 3-13 4X71 4 LVL FLUSH FRAMED ADD 2-13 4X71 4 LVL WINDOW HEADER POST UP TO RIDGE BEAM #8 3-13 4X71 4 LVL FLUSH FRAMEDEXISTING CEILING JOIST (TYP.) LIVING ROOM CEILING FRAMING PLAN SCALE: 1 4" = 1'-0" BEDROOM BATHDRESSING ROOM ROOF ROOF ROOF ROOF ROOF CLOSET BATH BEAM #2 2-13 4X117 8 LVL FLUSH FRAMED 14'-4"20'-1"2X8 @ 16" O.C. CEILING JOISTSBEAM #3 3-13 4X14 LVL FLUSH FRAMED BEARING WALL EXISTING RAFTER (TYP.)CHECKED: SK DRAWN BY: AK ISSUED FORCONSTRUCTIONAPRIL 23, 2025PROJECT LOCATION38 INDIAN MEMORIAL DRIVESOUTH YARMOUTH, MA 026646CONTRACTORPROJECT TYPESECOND FLOOR ADDITIONRESIDENTIAL R-3PLANS PREPARED BYDESIGN BY SAMI LLC.81 OCEANSIDE DRIVESCITUATE, MA 02066APRIL 23, 2025 SHEET 3 OF 4 LIVING ROOM ROOF FRAMING PLAN SCALE: 1 4" = 1'-0" ROOF ROOF ROOF ROOF BATH TYPICAL ROOF CONSTRUCTION 2X12 CONTINUOUS RIDGE 2X10 ROOF RAFTERS @ 16" O.C. 5 8" CDX PLYWOOD SHEATHING WITH AIR BARRIER ZIP SYSTEM, TAPED ALL JOINTS OR EQUAL BUILDING PAPER 2X6 COLLAR TIES AT 48" O.C. ASPHALT ROOF SHINGLES ON ICE AND WATER SHIELD. CONTINUOUS SOFIT AND RIDGE VENTS. ALL RAFTERS SHALL BE HUNG TO THE RIDGE BEAM USING RAFTER HANGERS USE HURRICANE TIES TO ATTACH RAFTERS TO TOP PLATE. ROOF RAFTERS ARE DESIGNED FOR FUTURE 5 PSF SOLAR PANELS RIDGE BEAM #1 3-13 4X18 LVL 2X12 RIDGE BEAM #3 3-13 4X71 4 LVL DOOR HEADER 2X12 RIDGE OVER FRAME (TYP.) BEAM #2 2X12 RIDGE OVER FRAME (TYP.) METAL STEEL STRAPPING @ 48" O.C. LSTA 30 2X12 JOISTS AT 16" O.C. SLOPED RAFTER HANGER LSU 2X14 LVL RIDGE ROOF SCHEMATIC DETAIL NOT TO SCALE BEAM #6 2-13 4X117 8 LVL BEAM #5 2-13 4X117 8 LVL RIDGE BEAM #1 3-13 4X18 LVL 8'-0"BATH #4 FAMILY ROOM 4X6 P.T. POST EPB46 OR SIMPSON STRONG TIE LIVING ROOM DINING ROOM DECK 7 12 R60 INSULATION R20 + R5 CI INSULATION TYPICAL EXT. WALL CONSTRUCTION 2X6 STUDS @ 16" O.C. 1 2" CDX PLYWOOD SHEATHING AIR BARRIER SYSTEM TAPED ALL JOINTS R 30 INSULATION OR R 20 + R5 CI SIDING AS DIRECTED BY OWNER TYPICAL ROOF CONSTRUCTION 2X10 @ 16" O.C. 5 8" CDX PLYWOOD SHEATHING TAPE ALL JOINTS AIR BARRIER SYSTEM ASPHALT ROOF SHINGLES ON WATER AND ICE SHIELD 2X6 @ 16" O.C. TYPICAL SECTION SCALE: 1 4" = 1'-0" HURRICANE TIE H5 (TYP.) 3-2X10 P.T BEAM 2X8 @ 16" O.C. JOISTS 5 4X6 DECKING 7" MAX. STEP DOWN AJS 20, 117 8 JOISTS AT 16" O.C. WITH 3 4" T&G CDX PLYWOOD SHEATHING AND HARDWOOD FINISH EXISTING ROOF EXISTING CEILING TO REMAIN BASEMENT CRAWL SPACE ATTENTION VERY IMPORTANT NAILS RING SHALL BE FLUSH WITH THE SURFACE OF SHEATHING AND SHALL NOT PENETRATE THE SURFACE OF THE SHEATHING BY MORE THAN THE THICKNESS OF THE NAIL RING 8.90'SECOND FLOOR ELEV. 25.10 ELEV. 42.00 ELEV. 48.53 8.00'TOP PLATE FIRST FLOOR ELEV. 34.00 TOP RIDGE 6.53'24.59'ELEV. 23.94 APROX. GRND 1.16'BEAM #6 2-13 4X117 8 LVL WINDOW DOOR WINDOW 3-13 4X71 4 LVL3-2X8 3-2X8 WINDOW WINDOW MSTA STRAPPING 4X6 POST EXISTING FOUNDATION WALL EXISTING BOTTOM PLATE EXISTING FLOOR JOIST (TYP.) EXISTING WALL STUD (TYP.) TYPICAL BEAM #6 ELEVATION SCALE: 1 4" = 1'-0" NOTE: USE SIMILAR DETAIL FOR BEAM #5 MSTA STRAPPING @ 6'± SHEATHING JOINT MSTA SIMPSON STRAPPING (TYP.) A34 CLIPS OR SIMILAR (TYP.) POST BEAM BEAM TO COLUMN CONNECTION SCHEMATIC DETAIL NOT TO SCALE 519519 519519 519 519 519 519519 519519519519519DTT2Z SPACED AT @ 6FT O.C. AND 12" FROM ANY CORNER PROPOSED STUD (TYP.) EXISTING STUD (TYP.) EXISTING TOP PLATE BEAM OR RIM BOARD PROPOSED SUBFLOOR BOTTOM PLATE STRAPPING AT 6±FT O.C. TO BE INSTALLED AFTER ROOF IS FRAMED AND COVERED WITH SHINGLES PROPOSED SHEATHING DTT2Z @ 6FT O.C. SCHEMATIC CONNECTION DETAIL BETWEEN FLOORS NOT TO SCALE TYPICAL SHEATHING NAILING TO JOISTS OR RAFTERS12" NAIL SPACINGJOINT BETWEEN SHEATHING 3 4" T&G CDX PLYWOOD SHEATHING RAFTERS 6" SPACING (TYP.) 8d COMMON NAIL (TYP.) ATTENTION VERY IMPORTANT NAILS RING SHALL BE FLUSH WITH THE SURFACE OF SHEATHING AND SHALL NOT PENETRATE THE SURFACE OF THE SHEATHING BY MORE THAN THE THICKNESS OF THE NAIL RING FAMILY ROOM SECOND FLOOR WALL BRACING PLAN MASTER BEDROOM BATH #3DRESSING ROOM MASTER CLOSET BATH #4 DN INDICATES BRACE WALL LOCATION TYPICAL WALL BRACING SIMPSON RCWB 14 20-GAUGE GALVANIZED STEEL WALL BRACING SIMILAR TOP PLATE SOLID BLOCKING 2-8d COMMON NAILS PER STUD SUB-FLOOR BOTTOM PLATE PLATE 2-8D COMMON NAILS TOP PLATE AND BOTTOM PLATE 60°CHECKED: SK DRAWN BY: AK ISSUED FORCONSTRUCTIONAPRIL 23, 2025PROJECT LOCATION38 INDIAN MEMORIAL DRIVESOUTH YARMOUTH, MA 026646CONTRACTORPROJECT TYPESECOND FLOOR ADDITIONRESIDENTIAL R-3PLANS PREPARED BYDESIGN BY SAMI LLC.81 OCEANSIDE DRIVESCITUATE, MA 02066APRIL 23, 2025 SHEET 4 OF 4