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Home My WebLink AboutSign Off Transmittal - New Master BathFRONT ELEVATION (1/v = 1' ) PROPOSEI ADDITION EXISTING DWELLING EXISTING I_____ I I 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 ARC D.Ay.. uc ANY STRUCTURAL ENGINEERING REVIEW, IF NECESSARY, alµ x rw�t IS AT THE DISCRETION OF THE BUILDING COMMISSIONER xnm,�1 AND WILL BE THE RESPONSIBILITY OF THE OWNER PROPOSED ADDITION LEFT SIDE ELEVATION ( tµ• = P ) PROPOSED ADDITION RIGHT SIDE ELEVATION ( 3/18' - 1. ) 0 1 2 4 B XISTING AIRPORT EXISTING DWELLING EXISTING CARPORT 12 L FEB 1 0 2021 PROPOSED BATHROOM ADDITION & CARPORT CONVERSION JOHN and SARINE GURSHA 5 BUCKWOOD DRIVE SOUTH YARMOUTH —FRONT ELEVATION —RIGHT SIDE ELEVATION —LEFT SIDE ELEVATION JANUARY , 2021 1 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 I ly�]Y�IU�I CLD. BEDROOM BEDROOM CLO. 0...0. BEDROOM 0 BATH W/D CLO. CLO. AHC DeelBree .LLL AIFN R. CPBPM 506R]%!BI SHED ' EXISTING FIRST FLOOR �IIcYj KITCHEN ENTRY CARPORT LIVING ----j ROOM L---- PORCH J jo KITCHEN 1. LIVING ROOM c IghO T-2 zOWi.I:l FIRST FLOOR ( 1/4". = 1, ) AREA = 99 t SF. ( BATHROOM ADDITION ) ENTRY SHED CARPORT ROOF OVERHANG I I I I L----------------- J LEGEND DENOTES WA US. DOORS. EIC. TO BE REMOVED DENOTES NEW LkYOUT 0 1 2 4 8 12 PROPOSED BATHROOM ADDITION & CARPORT CONVERSION JOHN and SARINE GURSHA 5 BUCKWOOD DRIVE SOUTH YARMOUTH —FIRST FLOOR ADDITION PLAN —EXISTING FIRST FLOOR PLAN JANUARY , 2021 2 OF 3 o�xoiTm nmr O eu F NEW BATH. o �ro UN. E A L 14'-2"S ADOTDON2'±AADDTION_N r AHC DeelBree .LLL AIFN R. CPBPM 506R]%!BI SHED ' EXISTING FIRST FLOOR �IIcYj KITCHEN ENTRY CARPORT LIVING ----j ROOM L---- PORCH J jo KITCHEN 1. LIVING ROOM c IghO T-2 zOWi.I:l FIRST FLOOR ( 1/4". = 1, ) AREA = 99 t SF. ( BATHROOM ADDITION ) ENTRY SHED CARPORT ROOF OVERHANG I I I I L----------------- J LEGEND DENOTES WA US. DOORS. EIC. TO BE REMOVED DENOTES NEW LkYOUT 0 1 2 4 8 12 PROPOSED BATHROOM ADDITION & CARPORT CONVERSION JOHN and SARINE GURSHA 5 BUCKWOOD DRIVE SOUTH YARMOUTH —FIRST FLOOR ADDITION PLAN —EXISTING FIRST FLOOR PLAN JANUARY , 2021 2 OF 3 2" x 10" LEDGER BOLTED TO EXISTING RIM JOIST 8" 4'-0" CONCRETE FROST WALL USE 5/8" x 10' ANCHOR BOLTS SPACED 44" O.C. W/IN 12" OF ALL CORNERS USE Y x Y x 1/4' PLATE WASHERS EXISTING FULL BASEMENT PROVIDE 36" x 36" CRAWL SPACE ACCESS THRU EXISTING BASEMENT (VERITY LOCATION W/ OWNER SPACE o u 2" GONG. ^0�} DUST SUB ` «8^ FOUNDATION VENT 14'-2" FOUNDATION FOUNrATI^NI PLAN ( 1/4"=P) • VERIFY ALL DETAILS WITH BUILDER ADJUST AS REQUIRED 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 ,LRCDeaiD]w ,LLL ANY STRUCTURAL ENGINEERING REVIEW, IF NECESSARY, ALAN R IS AT THE DISCRETION OF THE BUILDING COMMISSIONER .k. AND WILL BE THE RESPONSIBILITY OF THE OWNER FRAMING SECTION E]M" ( 1/4" = 1' ) • VERIFY ALL DETAILS WIN BUILDER ADJUST AS REQUIRED PROVIDE SOLID BLOCKING AT PANEL EDGES PERPENDICULAR TO FRAMING MEMBERS IN THE FIRST TWO JOIST BAYS O 4'-0° (FLOOR & ROOF) 1 rx 10" ASPHALT SHINGLES/ MODE 1/2" PLYWOOD SHEATHING 1p Q 5S SIMPSON H2.5S HURRICANE CLIPS EA. RAFTER MATCH EXISTING TRIM DETAIL 1/2" PLYWOOD EXTERIOR — DOWEL FROST SHEATHING WALL INTO NU. (RUN CONTINUOUS FOUNDATION WALL TO ENGAGE SILL & (SOLID GROUT TOP PLATE) CORES) PROVIDE SOLM BLOCKING 2" x 10" LEDGER SET TOP OF FOUND. BOLTED TO EXISTING j TO MATCH EXISTING FIRST FLOOR ELEVATION 6" x 6" CONTINUOUS FOOTING (TYP.) FRAMING SECTION E]M" ( 1/4" = 1' ) • VERIFY ALL DETAILS WIN BUILDER ADJUST AS REQUIRED PROVIDE SOLID BLOCKING AT PANEL EDGES PERPENDICULAR TO FRAMING MEMBERS IN THE FIRST TWO JOIST BAYS O 4'-0° (FLOOR & ROOF) 1 rx 10" ASPHALT SHINGLES/ MODE 1/2" PLYWOOD SHEATHING 1p Q 5S SIMPSON H2.5S HURRICANE CLIPS EA. RAFTER MATCH EXISTING TRIM DETAIL 1/2" PLYWOOD EXTERIOR — 2" x 6" x 7'-0"} STUD WALL SHEATHING O 16" G.C. (RUN CONTINUOUS (MATCH EXISTING TO ENGAGE SILL & SOFFR HEIGHT) TOP PLATE) USE Y x 3" x 1/4". PROVIDE SOLM BLOCKING 2" x 10" LEDGER FOR NLL PERIMETER BOLTED TO EXISTING NAILING RIM JOIST xA SET TOP OF FOUND. TO MATCH EXISTING FIRST FLOOR ELEVATION WINDOW SCHEDULE GUM.. xfY ITEM OUl GEGMS"DON RWGX OPFN'G NOTES A MRM 1 AXD. ji ]BNO [X Y! 1/B' a IB ]/C 6 0.fl1 1 Gm. xcruvMllNr MxIXR,S, P AxY. II£ xm Ixavom ]Vy IE—LAE ERRING M1WOS MIFIE Ixl>WBIE — 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 MILLWORI< PRIOR TO PURCHASE 2"x B" CEILING JOISTS, 18 O.C. • ALL ENGINEERED LUMBER PER MANUFACTURER'S SPECIFICATIONS 3/4" T & G ADVANTECH SUB FLOOR (N & G) ' PROVIDE 36" x 36" CRAft SP ACCESS THHRD I EXISTING BASEMENT L _ _ _ (VERIFY LOCATION W/ OWNER 2" GONG. DUST SUB IS. x W CONTINUOUS CONCRETE FYG. DYP) r2" x B" RAFTERS. O 16" O.C. 0. 10" PROVIDE SIMPSON FLOOR JOISTS— LUU10 JOST O 16" O.C. HANGERS O LEDGER 2' x 6" PT SILL 5/8" ANCHOR BOLTS �— ON SEALER (SOLTED) 44" O.C. MAX. & W/ IN 1' OF ]Vy ALL CORNERS USE Y x 3" x 1/4". B' x 4'-0" PLATE WASHERS CONCRETE FROST WALL INSULATION: 9" FG INSUI_ = R30 FORS 8" FG INSUL - R20 WALLS ] k" CLOSED CELL SPRAY FOAM = 01 CEILINGS 0 1 2 4 8 12 PROPOSED BATHROOM ADDITION & CARPORT CONVERSION JOHN and SARINE GURSHA 5 BUCKWOOD DRIVE SOUTH YARMOUTH —FOUNDATION PLAN —FRAMING SECTION "M" —WINDOW SCHEDULE JANUARY , 2021 3 OF 3 SYSTEM PROFILE AIL ON BE MKM MM�UTAP (xot t0 ) COMPAP<91E MFANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 8' OF M. GRADE rN�lDP.1 4'RECH40 PVC PIPES LEVEL 1ST 2' {TING .�. (PROP.) 5. "22 10' 1500 GAL H-10 1p 22.03' TEE SEPITC TANK TEE . GAS &,FRE' �e•efG'•" 4' LINO. LAVTE EOR EowL) 20.66' .•..! i°e1 a^°^'c"seeps• a•e"Epees e...a ee c•e^ ve >rteia°non•°na..:°aveva.seen:,.,✓°e.°.ea'neps°ee . DEPM W ROW - ' • , - TEE &RES: S' CRUSHm SroNE OR MECHANICAL RRET OEPIN - 10" COMPACITON. (1&221 [2n OU,,, N,M - 14" (-2 W Si "Lx =PE) FOUNDATION— 10' — SEPTIC TANK — 12' D' BOX "THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATION$ PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM —9P- EgSMG CONTOUR X W.1 EMS, S DEV. -I200— PPOPoiEc..N I984) PROPOSED SWI FL TII TEsr Lica 1; SLOPE OF (SOUND TQa UriM POLE ZONE— C WNER ro PPEWNT Be DATE- JUNE 2008 TOP R. 20.9' TEST HOLE LOGS ENGINEER: DAVID FLAHERTY. R.S., SE2755 WITNESS: AMY VON HONE, R.S., C.H.O. DATE: JULY 2, 2008 PERC. RATE _ < 2 MIN/INCH CLASS 1 SOILS P 4 ELEv. Q 2 21.3' A/E LS IOYR 4/2 e• LS 24" 10YR 4/fi 19.3' PROMDE MWOORON PORT TO WITHIN r OF RUL ORAN UIPED OVER SYSTEM 21.7 / r DOUBLE W. PEASTONE OR MT I E FABRIC 20.9' 0 4' AT 510£5 y 0.5' Ai END$ 19.9 3/4" TO 1 1/2" DOUBLE WASHED STONE (L/ SLOPE) _ 1• LEACHING FACILITY INSTALLER SHALL DETERMINE FEASIBILITY OF RE-ROUTING PLUMBING AND SEWER LINE TO LOCATION AND ELEVATION AS SPECIFIED PER PLAN PRIOR TO INSTALLING ANY COMPONENT DCE #08-146 Scale: 1"= 20' 0 10 2D 30 40 50 FEET 'kb. e Q Q PAHO OEXISTING 2 BR D ELUWNG \ TOP MON- BEV. - nw ADJ. G.W. 15.9' LOT 78 11,60o 9F2, NOTES 1. DAWN IS APPROOMATE NM 2 MUHIOPAL WATER IS EMSTING 3. MINIMUM PIPE PITON TO BE 1/9' PER FOOT. A DESION LOADING FON ALL PROPOSED PRECAST min TO SE "WO H -LO & PIPE MINTS TO BE MADE WATERTIONt. 6. CONSRRICRW DETAILS M BE IN ACCORDANCE WIM 310 CMR 1&000 (TITLE V.) T. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT ONE STAKING ON ANY OTHER PURPOSE S. PIPE FOR SEPTIC SYSTEM TO SOI, 40-e PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED wIHWT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CAWNG DIGSAFE (1-858-344-7273) AND \£RIFTING THE LOCATION OF ALL UNDERGROUND k OWMEAD URums PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED EHALL BE REIAOVFD 5 MEATH AND AROUND RIE PROPOSED LEACHING FAOUTY, 12 EXISTING LEACHING FAOUTY SHALL BE PUMPED ANO RETAOVED OR PUMPED AND DLIED WIM CLEAN SAND. 13. A 2 BEDROOM DEED RESTRICTION MAY BE REWIRED TO BE RECORDED AT THE REGISTRY OF D®s PRIOR M ISSUANCE OF A CERRRCATE ON COMPUM'CE PLEASE CONTACT YARMOUTH HEALTH DEPT. FOR DETAILS 14. NO ABUTTERS FOUNDATIONS 'MMIN 20' OF PROPOSED LEACHW FAOLITY. LOCUS MAP SCALE 1"=2000'3 ASSESSORS MAP 58 PARCEL 205 LOCUS IS WUHIN APD (ZONE II) VARIANCES SYSTEM DESIGN: MAXIMUM FEASIBLE COMPLIANCE- GARBAGE DISPOSER IS NOT ALLOWED LOCAL UPGRADE APPROVAL REDUCTION IN SEPARATION OF SAS TO ADJ. G.W. FROM 5' TO 4' 0 RI r 5,10, AROUND OU ux9VITAB TI sal REWIRED CUTDOMN R W MANAM1EACHINGA SOL IA. REro NciSOUL O' SA RERACE 21.3 wM csEAN LED. wm. 0-0� a 'YeDANIEL '� A mOJALAc ND. £0900^] I[ p(CAE• 10V.yA V a / Z-- DATE DANIEL A. OJALA. P.E., P.L.S. DESIGN FLOW: 2 BEDROOMS 0 110 GPD = 220 GPD USE A 220 GPD DESIGN FLOW SEPTIC TANK: 220 GPD (2) = 440 USE A 1500 GAL SEPTIC TANK LEACHING: SIDES: 2 (37 + 10.8) (.67) (.74) = 47 GPD BOTTOM 37 x 10.8 (.74) = 295 GPD TOTAL 462 S.F. 342 GPD USE (8) STANDARD -QUICK 4• INFILTRATORS AS SHOWN WITH 4' STONE AT SIDES AND 0.5' STONE AT ENDS MAIAPPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF 5 BUCKWOOD PATH (SOUTH) YARMOUTH, MA PREPARED FOR MARGARET PHILLIPS DATE JULY B. 2008 PH 506-362-4541 (mi 508-362-9660 dONnwp9.com ewa cope mliaaariad, be. civil engineers land surveyors 939 Mol, Street ( Rte 6A) YARMOUMPORT MA 02675 08-148 PHIWPS.DWG C00 00. PER MS 2.5Y 6/4 OBS. WELL INFO— WELL— AIW-230 NVA11 42't of Na L ADJ. G.W.15.9' ZONE— C WNER ro PPEWNT Be DATE- JUNE 2008 TOP R. 20.9' _ READING- 22.9' BGTrom ¢. 1Gs• 84• 14_3' ADJUSTMENT- 1.6' 120" 11.3' DCE #08-146 Scale: 1"= 20' 0 10 2D 30 40 50 FEET 'kb. e Q Q PAHO OEXISTING 2 BR D ELUWNG \ TOP MON- BEV. - nw ADJ. G.W. 15.9' LOT 78 11,60o 9F2, NOTES 1. DAWN IS APPROOMATE NM 2 MUHIOPAL WATER IS EMSTING 3. MINIMUM PIPE PITON TO BE 1/9' PER FOOT. A DESION LOADING FON ALL PROPOSED PRECAST min TO SE "WO H -LO & PIPE MINTS TO BE MADE WATERTIONt. 6. CONSRRICRW DETAILS M BE IN ACCORDANCE WIM 310 CMR 1&000 (TITLE V.) T. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT ONE STAKING ON ANY OTHER PURPOSE S. PIPE FOR SEPTIC SYSTEM TO SOI, 40-e PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED wIHWT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CAWNG DIGSAFE (1-858-344-7273) AND \£RIFTING THE LOCATION OF ALL UNDERGROUND k OWMEAD URums PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED EHALL BE REIAOVFD 5 MEATH AND AROUND RIE PROPOSED LEACHING FAOUTY, 12 EXISTING LEACHING FAOUTY SHALL BE PUMPED ANO RETAOVED OR PUMPED AND DLIED WIM CLEAN SAND. 13. A 2 BEDROOM DEED RESTRICTION MAY BE REWIRED TO BE RECORDED AT THE REGISTRY OF D®s PRIOR M ISSUANCE OF A CERRRCATE ON COMPUM'CE PLEASE CONTACT YARMOUTH HEALTH DEPT. FOR DETAILS 14. NO ABUTTERS FOUNDATIONS 'MMIN 20' OF PROPOSED LEACHW FAOLITY. LOCUS MAP SCALE 1"=2000'3 ASSESSORS MAP 58 PARCEL 205 LOCUS IS WUHIN APD (ZONE II) VARIANCES SYSTEM DESIGN: MAXIMUM FEASIBLE COMPLIANCE- GARBAGE DISPOSER IS NOT ALLOWED LOCAL UPGRADE APPROVAL REDUCTION IN SEPARATION OF SAS TO ADJ. G.W. FROM 5' TO 4' 0 RI r 5,10, AROUND OU ux9VITAB TI sal REWIRED CUTDOMN R W MANAM1EACHINGA SOL IA. REro NciSOUL O' SA RERACE 21.3 wM csEAN LED. wm. 0-0� a 'YeDANIEL '� A mOJALAc ND. £0900^] I[ p(CAE• 10V.yA V a / Z-- DATE DANIEL A. OJALA. P.E., P.L.S. DESIGN FLOW: 2 BEDROOMS 0 110 GPD = 220 GPD USE A 220 GPD DESIGN FLOW SEPTIC TANK: 220 GPD (2) = 440 USE A 1500 GAL SEPTIC TANK LEACHING: SIDES: 2 (37 + 10.8) (.67) (.74) = 47 GPD BOTTOM 37 x 10.8 (.74) = 295 GPD TOTAL 462 S.F. 342 GPD USE (8) STANDARD -QUICK 4• INFILTRATORS AS SHOWN WITH 4' STONE AT SIDES AND 0.5' STONE AT ENDS MAIAPPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF 5 BUCKWOOD PATH (SOUTH) YARMOUTH, MA PREPARED FOR MARGARET PHILLIPS DATE JULY B. 2008 PH 506-362-4541 (mi 508-362-9660 dONnwp9.com ewa cope mliaaariad, be. civil engineers land surveyors 939 Mol, Street ( Rte 6A) YARMOUMPORT MA 02675 08-148 PHIWPS.DWG