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Home My WebLink About 2-A249Please fill out the form in its entirety providing color chips where eceSSal'�1. INDICATELANDSCAPING, ELRIOR LIGHTING & ELECnUCMETER ONSITE PLANS FOR NEW HOUSES #93 Avon Road,Yarmouthport NAME OF OWNER(S): Green Company FOUNDATION (i8" MAX. ExpOSED): CONCRETE/OTHER DRIVEWAY:Asphalt �� WALKWAY: Brick ( Pavers) STEPS (INDICATE BRICKICEMENT/OTHER):flck Vinyl on frontes White cedars SIDING TYPE.- on rear.iSaCS COLOR: VAT6 CHIMNEY (INDICATE BR1CKJST(JCCO/WOODFACED) Brick COLOR: Red ROOF MATERIAL: Asphalt PITCH (7/12 MIN.) Ill/ 12 COLOR: MAX. EXP. Weatherwood WINDOWS (GRILLES REQUIRED) -INDICATE SITES IF NOT LISTED ON ELEVATIONS: Andersen tilt wash DOORS (INDICATE SIZES AND STYLE IF NOT LISTED ON ELEVATIONS): COLOR: Steel six panel White TRIM: (ALL WINDOWS & DOORS TRIMMED WITH IX411X5) 1x4 MATERIAL OF TRIM: (WOOD VE4YL, ALUMINUM) SHUTTERS (WOO YL PANELS OUVERED} GUTTERS (WOOD/ALUMINUM): GARAGE DOORS: SIZE & STYLE: STORM WINDOWS & DOORS: (INDICATE SIZES IF NOT LISTED ON ELVATIONS)-} SKYLIGHTS: TYPEISIZE: Two/rear of house 30"x 56" DECK: SIZE & MATERIAL: % - (1000k FENCING (MAX. HEIGHT 6'): STYLE: (SHOW LAYOUT & RUNNING FOOTAGE ON SITE PLAN) COLOR: White COLOR: White COLOR: White COLOR: White COLOR: COLOR: ��5 COLOR: • COLOR: RETAINING WALL: (P.T. OR FIELDSTONE -CONCRETE INAPPROPRIATE) (SHOW LAYOUT & RUNNING FOOTAGE ON SITE PLAN) SIGNS: (indicate size, style, calors) SIGN POST: (indicate size, styt ADDITIONAL INFORMATION: REV, 6199 COLOR: Please fill out the form in its entirety providing color chips where nec%,7, rNDrcATELANA.S'CA,P7fNG, EXTERIOR LIGHTING do ELEMUCMETER ONSITE PLANS FrOR NEW OUS1 NAME OF OWNER(S): Green Company FOUNDATION a ZMAx. EXPOSED)' CONCRE OTHER DRIVEWAY:alt p WALK WAY: Brick STEPS (INDICATE BRICK/CEMENTIOTHER): f4oX4� WA Red Cedar clapboard on front SIDINGTYPE: White cedars on sides/rear COLOR: Bleaching vi i CHIMNEY (INDICATE BRICK/STUCCO/WOODFACED) N/A COLOR: ROOF MATERIAL: Asphalt PITCH (7/12 MIN.) COLOR: Architectural MAX. EXP.12 12 Weatherwood WINDOWS (GRILLES REQUIRED) -INDICATE SIZES W NOT LISTED ON ELEVATIONS: See plan Andersen DOORS (INDICATE SIZES AND STYLE IF NOT LISTED ON ELEVATIONS): COLOR: Steel six panel per plan Essex Green TRIM: (ALL WINDOWS & DOORS TRIMMED WITEO1XS) COLOR: White MATERIAL OF TRIM: (WOOD VINYL, ALUMINUM) SHUTTERS (WOO /LOUVERED) COLOR: Essex Green GUTTERS (WOOD/ALUMINUM): COLOR: White GARAGE DOORS: SIZE & STYLE: Steel/raised panel COLOR: White STORM WINDOWS & DOORS:,�% /j COLOR: (INDICATE SIZES IF NOT LISTED ON ELVATIONS) /I/ Ij SKYLIGHTS: TYPESIZE: /V /� COLOR: DECK: SIZE & MATERIAL: 12'x24' P.T. COLOR: J/ Natural FENCING (MAX. HEIGHT 6'): STYLE: 1� t� COLOR: (SHOW LAYOUT & RUNNING FOOTAGE ON SITE RETAINING WALL: (P.T. OR FIELDSTONE --CONCRETE INAPPROPRIATE) (SHOW LAYOUT & RUNNING FOOTAGE ON SITE PLAN) SIGNS: (indicate size, style, colors) SIGN POST: (indicate size, style, color) ADDITIONAL INFORMATION: 19 VAIM01 COLOR: ry White 76 COLOR:- ADDITIONAL OLOR: REAR ELEVATION LEFT ELEVATION SCALE: DATE: PROJ. #: (� \� N LlIST, La LE L�- [[3 N� ELEVATIONS 1 /a°-1 '-0° 11—OCT-2002 141 1 AADDITIONS & RENOVATIONS SHEET #: JEFFREY A. BARNABY, CPBD p9mok pIDUBLIN CONSTRUCTION TO BE REPRODUCED©uv NIG DESIGNS ,zooz CHANGED OR COPIED. A 1 LIVING DESIGNS HEREBY EXPRESSLY RESERVES ITS CERTIFIED PROFESSIONAL BUILDING DESIGNER S YARMOUTH MA. COMMON LAW COPYRIGHT. THESE PLANS ARE NOT 131 QUAKER MEETINGHGUSE ROAD, EAST SANDWICH, MA, I ANY ERRORS OR DISCREPANCIES FOUND ON THESE TEL, 508-888-2747 X X X X X X X Ma. 0 2 X X X PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF -_ roman nracuc Damp Tn Tur llecT Ar u,nov 0 U W D J I 0 U w ft 0 U W C�/J-c;wc� GENERAL NOTES: 1, SLATEEMNT RS PAPER OR "TYVECK" TO BE USED ON ROOF AND SIDEWALL 2. BASEUTILITY WINDOWS AS PER STATE BUILDING CODE, 2% OF FLOOR SPACE 3. PROVIDE GUTTERS AND DOWNSPOUTS AS REQUIRED 4. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS 5. PROVIDE CROSSBRIDGING 0 MIDSPAN OF ALL JOISTS AS REQUIRED 6. DOUBLE JOISTS UNDER ALL PARTITIONS AS REQUIRED 7. ATTIC SPACE TO BE VENTED AS PER STATE BUILDING CODE 8. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS IN THE MA. STATE BUILDING CODE AND LOCAL REGULATIONS. ASPHALT OR F.C. ROOF SHINGLES OVER APPROVED SH.NGLE BACKING (15 #FELT) OVER 1/2" EXTERIOR PL'rNCOD (FIR) OVER ROOF RAFTERS (TYPICAL) DRIP EDGE OR SOFFIT VENT 2 X 10 X 20' � 16" O.C. /-CONT. RIDGE VENT 2 X 12 RIDGE BOARD ` 2 X 6 X 4' 0 16" O.C. 2 X 8 X 14' 0 16" O.C. \ \\12 \ \\ 5 2 X 8 X 17\\0 1lZ" O.C. 9" R-30 F.G. INSUL.-� / SKIMCOAT PLASTER OVER 1/2.,N\ �\ / D OR 1/2" GYPSUM OVER I X \ \ y OVER X 3 STRAPPING ® 16" O.C\ \\ 12 (TYPICAL CEILING FNISHES) \\ \ TYPICAL WALL CONSTRUCNpN 12 WHITE CEDAR SHINGLE'S ®5 1/2" T.W. OVER 'TYVECK' OVER 14 E 'RIOR BEDROOM ##2 PLYWOOD OVER 2' X 4Z �S�TUDS 0 16 O.C. 'WITH 2 TOP AND l E x OM PLATE = 7'-8 1/2" STUD WALL\ \ 2 X 10'S @ 12" O.C. SKINICOAT PLASTER OVER 112" BLUEBOARD OR 1/2" GYPSUM OVER 1 X 3 STRAPPING 0 '6" O.C. (-,=CAL CEILING ,'1 SHES) M. BEDROOM 3 1/2" R-13 F.G. INSUL. �6" R-19 F.G. INSUL. '3/4" T & G PLYWOOD OR OSB SUBFLOOR 2 X 10'S @ 16" O.C. M. BATH ? 2 X TO'S @ 12" O.C. 2 X 1O'S @ 16" O.C. III 4- 2 X TO'S WOOD BEAM 3 112" CONC. FILLED STEEL COLUDN SEE FIND. FOR SPACING 8" P.C. FCUNDATION WALL BASEMENT P.C. SLAB . 30" X 30" X 12" P.C. FOOTING OR 15' X 8" CONT. P.C. STRIP 8" X 16" P.C. FOOTING SECTION D WOOD - DRIP EDGE OR SOFFIT VENT ut TM WAL C(X6 UTGN W11E CEDAR S1445 0 5 1/2' T.W. i C',LR'TYWCK* OCR 1p' lam PLYtI(O MR 2- X X X 1'-8 5/8' 0 IE' O.C. W'IF+ 2 TCP 90 1807[01 PLATE = 8'-1 1/8' RD WPll X Z" KEYWAY Z 0 I 1 X 3 SHINGLE STOP OVER 1 X 8 RAKE BOARD (TYP.). T LEFT ELEVATION S�t ' -FSILGN I, V I N LG LID L_ JEFFREY A. BARNABY, CPBD CERTIFIED PR❑FESSI❑NAL BUILDING DESIGNER 131 QUAKER MEETINGH❑USE ROAD, EAST SANDWICH, MA, TEL. 508-888-2747 1 X 3 SHINGLE STOP OVER 1 X 8 RAKE BOARD (TYP.) @ 5 1/2" T.W. RIGHT ELEVATI FND. �/- C( IYIS CLRN PLAN & Z) t. I IulN Lj_j t(.: I IUN U SECTION D I SHEET A-4 SHEET A-4 "SHEET A-2 IST FLOOR FRAME DUBLIN CONSTRUCTION FASTENER SCHEDULE FOR STRUCTURAL MEMBERS JOIST TO SILL OR GIRDER, TOE NAIL 3- 8D SOLE PLATE TO JOIST OR BLOCKING 16D ® 1- T O.C. STUD TO SOLE PLATE 2- 16D STUD TO TOP PLATE 2-- 16D DOUBLE STUDS FACE NAIL 10D CN 24' O.C. MIN. BUILT-UP HEADER TWO PIECES W 1 2" STS TO PLATE, TOE PLATE SPACER 16D @ 16" O.C. _@ EDGE 3- 8D STS TO PARALLEL RAFTERS 3- 10D LA E NAIL KRAFTERS 2-16D CORNER STUDS. 10D ® 24' O.C. RIDGE, VALLEY OR HIP RAFTERSS - TO RAFTERS 3- 8D 4SUBFLOOR TO JOIST EDGES 8D @ 6' O.C. SUBFLOOR TO JOISTS (INTERMEDIATE) 1/2- SHEATHING TO STUDS EDGES 8D @ 12'' O.C. 8D @ 6" O.C. SHEATHING TO STUDS INTERMEDIATE _ 8D @ 12" O.C. 1 2 SHEATHING TO STUDS GABLE WALLS 8D 6_76" O.C. EASTERN WOODS (wdrt dry a swforod T4 F --I E:/,, I--) E FR S3 C" E C> U L_ E MODULUS GRADE I H SUPPORTING ROOF ONLY R MAXN TH SUPPORTING .1 STORY ABOVE SUPPORTING MAX NGTH MAX 2 STORY ABOVE N 7H 4-Q N A N A - X - 4-0- N A - X - _ N A X 1 1 - 1300,000' _150th-t.�E-"- 1 .3d____ L25E EASTERN WOODS (wdrt dry a swforod T4 GRADING 2ZE MODULUS GRADE RULES OF DESIGNATION AGENCY ELASTICITY (SEE NOTES E. STUD 1,2.3.4) 900.000 t.a,3A_ L RATED ,I --_ ,;2_ M 1350F -1.3E l,�bir_T.iT--- __y,4_ LUMBER, 1300,000' _150th-t.�E-"- 1 .3d____ L25E 2 X 4 AND 1�SOai)bb_�'"____ 460;x_ _— tlOiLL NeUond tvalpr crab- W hI ftY. M4 N- "W Lew, 2 r 4 a Wide "'coaap iu� ��a't YOM6r Patd LunJ,x. 2 - 4 a Mkir fffiI�C3 w.d wm„De�r Roted WmDe, 2 - 4 ! Mde, YacNm Ral Jdit."2. 6 k Wd-R"- U9ILL W. -ten Wood FaBcl- Iwncbllo,>; NocM1M Ra1d wmbe, 2 - 4 a Wldor EASTERN WOODS (wdrt dry a swforod T4 SPEDES OR GRADE 2ZE M00. OE ELl'TCffY NO. t k-.WPEAR. 2 X AND _ STUD 900.000 SCALE: DATE: PROJ. #: 1/4"=l' -O" 29 -JAN -2001 1205,': CUSTOM CAPE SHEET #: c LIVING DESIGNS ,1999 A _VING DESIGNS HEREBY ERPFESSLY RESERVES ITS COMMON LAW COPYR!GHT. T -ESE PLANS ARE NOT T 2 O BE REPRODUCED, CHANGED OP. COF!ED. ANY ERRORS OR DISCREP.aNC ES FOUND ON THESE 'LA,NS ARE TO BE BROUGHT -0 THE ATTEIVTICft OF OF _VING DESIGNS PRIOR TO THE STFR- OF ';YORK. _. .._ w a V EN RSA 1C171b' ( -AVO TOP OF FOUNDATION ELEV. = 102.70_ X10.00 4- CAST IRON PIPE SLAB ELEV. =1 95.20_ (OR EQUAL) MINIMUM PITCH 1/4" PER FT. ELEV. _ AIN ELEV. _ -19,25- VA LEGEND: FT. MINIMUM FROM CELLAR ALM FROM SLAB OR CRAWL SPACE CONCRETE COVERS a" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. TEE 1 ....... L1/ I�ELEV. a _89.00_ / - '11 LEVOEL 1 BAFFLE ELEV. = 871L 6" SUMP ELEV. __87.0( DISTRIBUTION ELEV. _ (TO BE PLACED ON FIRM BASE) BOX - TO BE WATER TESTED 1500 GALLON IF MORE THAN ONE OUTLET SEPTIC TANK (TO BE PLACED ON FIRM BASE) 3/4" TO 1 1/2" CLEAN DOUBLE WASHED STONE FREE OF FINES & SILT SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE SOIL TEST DATE OF SOIL TEST AtZCZy�T 27•�OOa__ SOIL TEST DONE BY SWEET5E<iFNQIILFE.RjNG WITNESSED BY _L tW4EECL_--_— OBSERVATION HOLE 1 ELEV.=-_89_50 PERCOLATION RATE < 2— MIN./INCH AT 66--_ INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-9 10/A LOAMY SAND 10YR2/1 NO ROOTS 9-54 8 LOAMY SAND IOYR6/6 SUMER ENG G 235 GREAT ESTERN ROAD 508— P. 0. BOX 713 ; 308-3922 SOUTH DENNIS, MASS. 02660 ROOTS 54-120 C MEDIUM SAND 10YR7/6 t SCALE " - 20' NO WATER ENCOUNTERED AT 120'_ ELEV. OBSERVATION HOLE 2 PEDCOLA713N PATE _Dc _2X"N./`CH IN C "OR' CN CEDTH HOR'Z TEXTURE I CO -CP I 6�GTT. C'^Ea I C-10 0/A LOAMY SAND C1'R2/' NO jRDD'S 10-36 B LOAMY SAND 1CYR6/6 "pCC'S 36-120 C MEDIUM SAND 10YR7/6 I, I i I , i NO WATER ENCOUNTERED AT 120" ELEV. T. A y DUfJAS 4,1" No 619 !t EXISrNG SoCT E EVA -ON 00x0 EXIST.NG CC` _CUR----CO---- RNAL S°07 EL<VAT-ON 0 RNA'_ CC`+TOJP CL , SOIL TEST LCCATCN UTILITY PO -E TOW'S WATEP �A CATCH BAS N GAS UNE CLEAN CJT C� CESSPCO_ C.F. C CLEAN SAND _ INSPECTION PORT LOAM AND SEED 2" LAYER OF 1/8" TO 1/2" MAX WASHED STONE VENT 87.75 MIN. NOT REQUIRED Z R7 M m m� J 4 HIGH CAPACITY INFILTRATORS WITH STONE IN AN Z 11' X 36" X 10" TRENCH FORMATION 5,17 SOIL ABSORPTION Lo WELL N/A ZONE SYSTEM (SAS) INDEX ADJUST USGS PROBABLE WATER TABLE ELEV. = OBSERVED WATER TABLE ( / / ) ELEV. = BOTTOM OF TEST HOLE ELEV. = DESIGN CALCULATIONS NUMBER OF BEDROOMS _ 3 _ GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW ( 110 GAL/BIR/DAY X 3 SR.) MD_ GAL./DAY REQUIRED SEPTIC TANK CAPACITY _S44_ GAL. ACTUAL SIZE OF SEPTIC TANK 1500 GAL. SO'L CLASSIFICATION DESIGN PERCOLATION RATE 5_30__ MIN./IN. EFFLUENT LOADING RATE _0J_4_ GAL./DAY/S.F. LEACHING AREA 474_33 SO. FT. (11X36)+(47X2X70/12) LEACHING CAPACITY (AREA X RATE) .35-LDQ GAL./DAY 474.33 X 0.74 RESERVE LEACHING CAPACITY 3`3],,.QO GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF __Y>ARMQ-111 ----- RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF'DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE _SE= UNDER OR WTHIN 10 FT. OF DRIVES OR PARKING AREAS. A MAS -NARY UNITS USED TO BRING COVERS TO GRADE SHALL == M,,.=-ARED IN PLACE. 5 'EG!"NATION HAS BEEN MADE AS TO COMPLIANCE WITH ------ O= ZONING REGULATIONS. OWNER / APPLICANT IS TO N St,CH DETERMINATION FROM, APPROPRIATE AUTHORITY. E J- -9-A TES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR S CA_'_ "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS COMMENCING WORK ON SITE, 4 T CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS S7 CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION SI70 BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER :EDIATELY. E P:PCEL IS IN FLOOD ZONE S. _CT IS SHOWN ON ASSESSORS MAP _ 134 AS PARCEL _ !3__ 'C. UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A^ M'NIM'JM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED A•'T^ SAND AS SPECIFIED IN 310 CMR 15.255:(3). APPROVED: BOARD OF HEALTH DATE AGENT C-SSP;POp✓15509-24 LOCUS I SIRaTFopp i' CA ' i p i RCU E,e ' PROPOSED_ SEPTIC DESIGN FOR DUBLIN CONSTRUCTION PPOJECT LOCATIONT /d ry 23 & 24 93 AVON ROAD, YARMOUTH SUMER ENG G 235 GREAT ESTERN ROAD 508— P. 0. BOX 713 ; 308-3922 SOUTH DENNIS, MASS. 02660 °ATE NOV. 5, 2002 i SCALE " - 20' JOB N0. 5509-24 REVISED LOCATION ':SAP i RE"S`-D SHEET 1 OF 1 C-SSP;POp✓15509-24 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-9 O/A LOAMY SAND 10YR2/1 NO ROOTS 9-54 9 LOAMY SAND 10YR6/6 RJC'$ ROOTS 54-1204 C MEDIUM SAND t0YR7/6 f 4i T �MTSM r bT'4.Tlt 6'l.adt PJ7* G 235 GREAT WESTERN ROAD 508— P. 0, BOX 713 398-3922. SOUTH DENNIS, MASS. 02660 D= 'H h0= Zi ic!(-J°G 1 CCLOR MOTT. Q- Q !C-10 0/A LOAMY SAND 10YR2/1 NO BOTHER ROOTS 1 110-36 E LOAMY SAND 10YR6/6 PROJECT LOCATIO L�,�`S 23 � 2�- ' E3 AYOK ROAD, YARMOUTH RJC'$ 3E -12C i C MEMM SAND 10YR7/6 f t , s tl-lr~ —,,Zwl�j r T P,, rr ira• LEGEND: Exlsm;c s�oT e F`Ara: eG,o PN4L SPOT EliVA-,C i 777 F ;AL C^ 'C P C✓ SC'L TEST L-:,&70' U7UTY PO.E -O- �, CATCH S YARCATCH -'S' "i f€� ✓ CAS CLEANO C CLEAN CUT CESSPO% C.P. Q l a-�ra�9 Q- Q LOCUS e� µ S�aTzppD 2 EA I PROPOSED SEPTIC DESIGV FOR DUBL�; CONSTRUCTION, PROJECT LOCATIO L�,�`S 23 � 2�- ' E3 AYOK ROAD, YARMOUTH 4i T �MTSM r bT'4.Tlt 6'l.adt PJ7* G 235 GREAT WESTERN ROAD 508— P. 0, BOX 713 398-3922. SOUTH DENNIS, MASS. 02660 DATENOV. 5, 2002cALE 1> -' 20' 5509-2.0 LOCATION MAP REV. DEC. 31, 2002 SHEET 1 OF 1 l a-�ra�9 [V[NG DES[ GN JEFFREY A. BARNABY, CPBD CERTIFIED PR❑FESSI❑NAL BUILDING DESIGNER 131 QUAKER MEETINGH❑USE R❑AD, EAST SANDWICH, MA, TEL, 508-888-2747 I iUIN ELEVATIONS DUBLIN CONSTRUCTION SCALE: I DATE: PRI 1/4 1'-0" 1 -MAR -2000 CUSTOM CAPE SHi (E)LIVING DESIGNS 1999, 2000 LIVING DESIGNS HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT / TO BE REPRODUCED, CHANGED OR COPIED. ANY ERRORS OR DISCREPANCIES FOUND ON THESE PLANS ARE TO BE BROUGHT TO THE ATTENTION OF LIVING DESIGNS PRIOR TO THE START OF WORK.