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Home My WebLink AboutSign Off Transmital & Building Plans - Convert Carport to RoomFRONT ELEVATION ( 1/4" = 1 ) PROPOSEI ADDITION EXISTING EXISTING DWELLING PROPOSED ADDITION ALL CONSTRUCTION TO BE PERFORMED IN STRICT COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, NINTH EDITION AND WOOD FRAME CONSTRUCTION MANUAL FOR ONE— AND TWO—FAMILY DWELLINGS FOR EXPOSURE B WIND LOADS — 110 MPH ANY STRUCTURAL ENGINEERING REVIEW, IF NECESSARY, ARC Designs , LLC IS AT THE DISCRETION OF THE BUILDING COMMISSIONER 505 R. RAL 7a78261 AND WILL BE THE RESPONSIBILITY OF THE OWNER I I I I---------� I I LEFT SIDE ELEVATION ( 1/4" = 1' ) PROPOSED ADDITION J I RIGHT SIDE ELEVATION 'ROPOSED INCLOSED CARPORT EXISTING DWELLING PROPOSED ENCLOSED CARPORT t� pp�I.IMINA�Y 0 1 2 4 S 12 PROPOSED BATHROOM ADDITION & CARPORT CONVERSION JOHN and SARINE GURSHA 5 BUCKWOOD DRIVE SOUTH YARMOUTH —FRONT ELEVATION —RIGHT SIDE ELEVATION —LEFT SIDE ELEVATION OCTOBER , 2020 1 OF 3 LS UCILI JUN 121 Hr-ALTH DEPT. ALL CONSTRUCTION TO BE PERFORMED IN STRICT COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, NINTH EDITION AND WOOD FRAME CONSTRUCTION MANUAL FOR ONE— AND TWO—FAMILY DWELLINGS FOR EXPOSURE 6 WIND LOAD$ — 110 MPH ANY STRUCTURAL ENGINEERING REVIEW, IF NECESSARY, IS AT THE DISCRETION OF THE BUILDING COMMISSIONER AND WILL BE THE RESPONSIBILITY OF THE OWNER ARC DOWIrW, LLC XAN R. CASRAL 50.7371mi SHED PU L IVVKINITGC HENBEDROOMZw/o I —ENTRY— CARPORT cl CLO. _- ROOM —ROOM --- L -------- BEDROOM CLO. CLO. PORCH EXISTING FIRST FLOOR ( 1/8" = 1') SHED LEGEND DENOTES WALLS, DOORS, ETC. 10 BE REMOVED DENOTES NEW LAYOUT r -T BATH, 0 NEW BEDROOM 0 00 KITCHEN ENTRYCRAFT REMOVE W W/' /0 EXISTING ROOM LIN, WINDOW 'a CARPORT vinyl plan % Rooting I CLO. LIVING ROOF OVERHANG A A ROOM celing 7'-2 BEDROOM CLD. + EXISTING CARPORT CLO, PORCH 0 CJ 1 Nck I d,. h.11 T.PULIMINAU ju l 4Ju NEW 0 1 2 4 8 12 BATH. FIRST FLOOR mmomm L HEALTH DERT, 0 -W, LIN, 1/4" � 1' PROPOSED BATHROOM ADDITION CARPORT CONVERSION AREA = 99 F. A BATHROOM ADDITION JOHN and SARINE GURSHA 1 5 BUCKWOOD DRIVE SOUTH YARMOUTH 14* -2"* ADDITION -FIRST FLOOR ADDITION PLAN -EXISTING FIRST FLOOR PLAN OCTOBER 2020 2 OF 3 ALL CONSTRUCTION TO BE PERFORMED IN STRICT COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, NINTH EDITION AND WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS FOR EXPOSURE B WIND LOADS - 110 MPH ANY STRUCTURAL ENGINEERING REVIEW, IF NECESSARY, IS AT THE DISCRETION OF THE BUILDING COMMISSIONER AND WILL BE THE RESPONSIBILITY OF THE OWNER 2" x 10" LEDGER BOLTED TO EXISTING RIM JOIST EXISTING FULL BASEMENT PROVIDE 36" x 36" CRAWL SPACE. ACCESS THRU EXISTING BASEMENT (VERIFY LOCATION W/ OWNER DOWEL FROST WALL INTO FULL FOUNDATION WALL (SOLID GROUT CORES) io DOWEL FROST WALL INTO FULL — FOUNDATION WALL �I 8" o I CRAWL I I I I 1 Ir':lA x 4'-0" CONCRETE SPACE 10** SET TOP OF FOUND. FROST WALL 2" CONC.�Qpt I TO MATCH EXISTING DUST SLAB x + FIRST FLOOR x p ELEVATION FRAMING SECTION "M" ( 1/4" = 1' ) *. VERIFY ALL DETAILS WITH BUILDER ADJUST AS REQUIRED SIMPSON H2.5A RIDGE HURRICANE CLIPS CONCRETE —► EA. RAFTER USE 5/8" x 10" ON SEALER (BOLTED) FROST WALL MATCH EXISTING W/ IN I- OF TRIM DETAIL ANCHOR BOLTS 2" x 6" x 7'-0"t EXTERIOR STUD WALL SHEATHING SPACED 44" O.C. FOUNDATION EXISTING W/IN 12" OF ALL VENT 16" x 8" CORNERS FOR FULL PERIMETER NAILING CONTINUOUS USE 3" x 3" x 1/4" FOOTING PLATE WASHERS I 14'-2" FOUNDATION (TYP.) FRAMING SECTION "M" ( 1/4" = 1' ) *. VERIFY ALL DETAILS WITH BUILDER ADJUST AS REQUIRED INSULATION: ** SET TOP OF FOUND. 9" FG INSUL. R30 FLOORS TO MATCH EXISTING 6" FG INSUL. R20 WALLS FIRST FLOOR 7 }" CLOSED CELL SPRAY ELEVATION FOAM = R51 CEILINGS ARC Designs . LLC ALAN R. CABRAL 508.737.8281 EXISTING SLAB EXISTING SHED ON SLAB 4" CONC. SLAB ON COMPACTED BACKFILL USE 5/8" x 10" ANCHOR BOLTS I. SPACED 72" O.C. W/IN 12" OF ALL CORNERS USE 3" x 3" x 1/4" PLATE WASHERS i I z 4 0 8" x 4'-0" SIMPSON H2.5A RIDGE HURRICANE CLIPS CONCRETE —► EA. RAFTER 2" x 6" PT SILL 5/8" ANCHOR BOLTS ON SEALER (BOLTED) FROST WALL MATCH EXISTING W/ IN I- OF TRIM DETAIL 1/2" PLYWOOD 2" x 6" x 7'-0"t EXTERIOR STUD WALL SHEATHING 0 16" D.C. (RUN CONTINUOUS EXISTING TO NGAGE SILL TOP PLATE) & (MATCH SOFFIT HEIGHT) PROVIDE SOLID BLOCKING 2" x 1p" LEDGER FOR FULL PERIMETER NAILING BOLTED TO EXISTING — ON SEALER (BOLTED) RIM JOIST INSULATION: ** SET TOP OF FOUND. 9" FG INSUL. R30 FLOORS TO MATCH EXISTING 6" FG INSUL. R20 WALLS FIRST FLOOR 7 }" CLOSED CELL SPRAY ELEVATION FOAM = R51 CEILINGS ARC Designs . LLC ALAN R. CABRAL 508.737.8281 EXISTING SLAB EXISTING SHED ON SLAB 4" CONC. SLAB ON COMPACTED BACKFILL USE 5/8" x 10" ANCHOR BOLTS I. SPACED 72" O.C. W/IN 12" OF ALL CORNERS USE 3" x 3" x 1/4" PLATE WASHERS i I z 4 0 8" x 4'-0" PROVIDE SIMPSON RIDGE LUS210 JOIST CONCRETE —► 2" x 8" RAFTERS, ® 16" O.C. 2" x 6" PT SILL 5/8" ANCHOR BOLTS ON SEALER (BOLTED) FROST WALL (IN -FILL TO W/ IN I- OF -H xl ** SET TOP OF FOUND./ EXISTING FIRST FLOOR USE 3" x 3" x 1/4" 8" x 4'-0" SLAB TO MATCH �— CONCRETE FROST WALL EXISTING FIRST FLOOR, SLAB 2" x 6" PT SILL SLAB ELEVATION ON SEALER (BOLTED) ,:COMPACTED s .' 8" x 4'-0" Y L}I 16" x 8" .. L- CONTINUOUS USE 5/8" x 10" FOOTING ANCHOR BOLTS (TYP.) L_ 13'-11"t FOUNDATION SPACED 72" O.C. I FOUNDATION PLAN ( 1/4„ = 1' ) * VERIFY ALL DETAILS WITH BUILDER ADJUST AS REQUIRED PROVIDE SOLID BLOCKING AT PANEL EDGES PERPENDICULAR TO FRAMING MEMBERS IN THE FIRST TWO JOIST BAYS ® 4'-0" (FLOOR & ROOF) 2" x 10" PROVIDE SIMPSON RIDGE LUS210 JOIST 12 2" x 8" RAFTERS, ® 16" O.C. — 2"x8" CEILING JOISTS, 16" O.C. * ALL ENGINEERED LUMBER PER MANUFACTURER'S SPECIFICATIONS ro 3/4" T & G ADVANTECH SUB FLOOR (N & G) + PROVIDE 36" x 36" CRAWL SPACE I ACCESS THRU EXISTING BASEMENT L _ — _ J (VERIFY LOCATION W/ OWNER 2" CONC. DUST SLAB 14'-2" 16" x 8" CONTINUOUS CONCRETE FT'G. (TYP.) INSULATION: 4" RIGID FOAM BOARD INSUL. UNDER SLAB 6" FG INSUL. = R20 WALLS 14" FG INSUL. = R51 CEILINGS 2" x 10" PROVIDE SIMPSON — FLOOR JOISTS LUS210 JOIST 0 16" O.C. HANGERS ® LEDGER 2" x 6" PT SILL 5/8" ANCHOR BOLTS ON SEALER (BOLTED) 44" O.C. MAX. (IN -FILL TO W/ IN I- OF �c ALL CORNERS EXISTING FIRST FLOOR USE 3" x 3" x 1/4" 8" x 4'-0" PLATE WASHERS �— CONCRETE FROST WALL WINDOW SCHEDULE GURSHA KEY ITEM QUA. DECRIPTION ROUGH OPEN'G NOTES A WINDOW 3 AND. frW26310 DH 32 1/8" x 48 7/6" 6 OVER 1 GRILLE 6 GRILLE DOUBLE STUD POCKET B 2 AND. 1IA31 AWNING 36 1/2" x 24 5/8' * ALL ENGINEERED LUMBER REPLACEMENT WINDOWS. IF ANY. ARE NOT INCWDED RE -USE EXISTING WINDOWS, WHERE POSSIBLE PER MANUFACTURER'S EXISTING ASPHALT SHINGLES/ 1/2" PLYWOOD SHEATHING * MATCH EXISTING DWELLING TRIM DETAIL KEEP EXISTING / ROOF OVERHANG 1(L 1/2" PLYWOOD EXTERIOR — SHEATHING (RUN CONTINUOUS TO ENGAGE SILL & TDP PLATE) PROVIDE SOLID BLOCKING FOR FULL PERIMETER NAILING 16" x 8" CONTINUOUS CONCRETE FT'G. (TYP.) - USE ANDERSEN SERIES 400 H -P LOW E GLASS COLOR TO BE DETERMINED BY OWNER - OPTIONAL INTERIOR / EXTERIOR GRILLE SYSTEM - VERIFY ALL ROUGH OPENINGS PRIOR TO CONSTRUCTION - VERIFY ALL MILLWORK PRIOR TO PURCHASE EXISTING ROOF RAFTERS 2" x 6" "— STUD WALL * ALL ENGINEERED LUMBER ® 16" O.C. ++ SET TOP OF FOUND./ PER MANUFACTURER'S (IN -FILL TO SLAB TO MATCH SPECIFICATIONS EXISTING EXISTING FIRST FLOOR ROOF) SLAB ELEVATION 4" CONC. SLAB 2" x 6" PT SILL ON SEALER (BOLTED) ,:COMPACTED s .' 8" x 4'-0" BACKFILL6 •>- CONCRETE .. FROST WALL USE 5/8" x 10" ANCHOR BOLTS SPACED 72" O.C. W/IN 12" OF ALL CORNERS USE 3" x 3" x 1/4" PLATE WASHERS FRAMING SECTION "N" ( 1/4„ = 1' ) * VERIFY ALL DETAILS WITH BUILDER ADJUST AS REQUIRED WLI(L'G,- -I.J JUN 0 12021 pI?�LIMINAPY LHELLTH DEPT 0 1 2 4 8 12 PROPOSED BATHROOM ADDITION & CARPORT CONVERSION JOHN and SHRINE GURSHA 5 BUCKWOOD DRIVE SOUTH YARMOUTH —FOUNDATION PLAN —FRAMING SECTION "M —FRAMING SECTION "N" —WINDOW SCHEDULE OCTOBER , 2020 3 OF 3 f-047 Scale: V'= 20' REWIRED: EXISTING: 0 10 30 30 40 50 FEET NOTES I. DATUM 15 APPROXIMATE NGV029 2. NIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT UNE STAKING OR ANY OTHER PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1 -SRS -344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND k OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4. EASING SEPTIC LOCATION PER TE -CARD ON FILE WIN TOWN. - ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT LOCUS MAP SCALE 1°=2000'± ASSESSORS MAP 88 PARCEL 205 LOCUS IS WITHIN APD (ZONE II) SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT `Luv SITE PLAN �uN a � Zn2t OF #5 BUCKWOOD DRIVE �EpLTH o�PT. SOUTH YARMOUTH, MA PREPARED FOR PHILBROOK ENGINEERING DATE: MARCH 17, 2021 D NI LA. a DAME % off 508-362 4541 CJ i s A (ax 508-362-9880 (`IVII tg OJAIA I A6602 No40980 C- Eowncape.com ems, ea`°a ^�FEss o w9 e1,01e 08yiMtrin1, ux. ""` �� •� s°��°� civil engineers land surveyors 939 Aloin Street ( Rte 6A) DATE DANIEL A. OJALA, P.E.. P.L.S. YARMOU7 PORT MA 02675 21-047 REWIRED: EXISTING: PROPOSED: MIN. LOT SIZE 40,000 S.F. 11,500 S.F. 11,500 S.F. MIN. LOT FRONTAGE 150' 100' 100' MIN. FRONT SETBACK 30' 36.8' 30.2' MIN. SIDE SETBACK 20' 18.9' (21.9') 18.9' (21:8') MIN. REAR SETBACK 20' 44.0' 44.0' MAX. BUILDING COVERAGE 25% 12.7% 13.6% MAX. BUILDING HEIGHT 35' SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT `Luv SITE PLAN �uN a � Zn2t OF #5 BUCKWOOD DRIVE �EpLTH o�PT. SOUTH YARMOUTH, MA PREPARED FOR PHILBROOK ENGINEERING DATE: MARCH 17, 2021 D NI LA. a DAME % off 508-362 4541 CJ i s A (ax 508-362-9880 (`IVII tg OJAIA I A6602 No40980 C- Eowncape.com ems, ea`°a ^�FEss o w9 e1,01e 08yiMtrin1, ux. ""` �� •� s°��°� civil engineers land surveyors 939 Aloin Street ( Rte 6A) DATE DANIEL A. OJALA, P.E.. P.L.S. YARMOU7 PORT MA 02675 21-047