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HomeMy WebLinkAbout12 Vermont Ave plan.w.+ aa.++ «"n' .rr �a awnrn"" w „�..+ aray „ .iriwr .v+r► areas wosrr ,arwrrrr a VMM l ° a...,,n...arr ,...rW ar as aarrr isrer'„ aaa� .aeae� raaaAa '` artsf arilifar APsr `*rWMw w�l�NMpr g...MMa " .arrMll. 11reiNM� 'rM��rr a M+s�"Aw� vmp" • .� .wYxrrr..,er " a— rM wsAMl .rrAar #rtNM �r� wNMr�. iw ' 'reR �M�iP' ,�, ,,,,,,, .area ,ca..r art ssrrr a..asr assr rrirr ae '..warty w°"i Ma+aa. sws rlrMPr �� nNMlM �"� waA1rlA1 ,sr wr�rrc ari..� +w�lr ��r vv�i�. a� +w�v+►.,ri.�� wN�M +i*M" "wow wrist ` WI e+ ryas +rrwaa awes mein Anim /NMr rr�r+lNF �wr.•MMMiISNi M� 'llsr!1 AINWMF MEMO. 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MMMar MMrMP MrMIMI► M AMMIii AMMMMF YIMMMMr nMMMM #;W*, Maws mows MMMMMM � �t AAM M� Q� M�+NNIIMM< ,M�M�M �rMMMM esa�n++MrMr wMMM" M"�awMr ��►.MMMSMr r�wr wMr +rwr� �M�M*er 'r�Mwe a�IMa'M �#Mli• wr��IM� - Mr MMr+ iMMrMM arMl BAMIMIM � MMMSM'rMMIIMM! MMMMMM tlMMMs tMMMMy MMMM1 M MOW&%VIM mklgp Mw.1 raMMMeiwt+rrwwe __mom _._ � AMIrMIM' pIM1MM' �MMMIMM' �� MM� � MMMM MM� �� �OL •a :..:w ,� sMMr MM.6 ONO" w.F MMMI ..: I Mw' Oft MMrM .Mam imagoSaw in, goal wallI lung 1 and �t r M.. 1 was it Engle ingummum le fi r►. � "� a left loan 0 all ... .■. Mwr rMr +r ,, n.Mw MMMM +Mrw rMr.w Mlrr MM� QIMM MMs r.. »iM �n wrr Ir �Mlrr �r wM " Nrrw I�Mr • •+*+•an sw lot exarawnxen..__ ,...,.;. •testa ,.-._- „ tAw rrrC A,rr `i ,.,.....w rA { orpp ;, _.. ,�, i1R rMra 8 �.. - •I"�� ����� tea+ � � ��, , dJOAArvlri A oy ,sue LOCUS N cap, �Q LOCUS MAP . SCALE I' -400 f BRICK LEVELING COURSE AS REQUIRED FOR GRADE ADJUSTMENT (2 MIN.-5 MAX.) FRAME AND COVER TO WITHIN 6" OF FRAME TO BE SET IN FINISH GRADE. FULL BED OF MORTAR 4" PEASTONE FILTER LAYER FILTER FABRIC `>j ,. ``° • ter. _ 4" MIN. PVC OR HDPE -" 24" DIA. .`4"•MIN. �PVC OR HDPE a p° P d O DIAM. ° - 40 o p oCRUSHED °P dP o ° a STONE 4' (WASHED) P o o ° Pa P ° Pa° °° o p O P P O °OP° w pp a Po a o ° PRECAST CONCRETE DRYWELL - NOT TO SCALE - THE INTENT OF THIS PLAN IS TO RAISE AN EXISTING SINGLE FAMILY HOME ABOVE THE FLOOD HAZARD ELEVATION. THIS IS TO BE ACCOMPLISHED BY LIFTING AND SUPPORTING THE EXISTING HOUSE, REMOVING THE EXISTING FOUNDATION, CONSTRUCTING A NEW POURED CONCRETE FOUNDATION AND RESETTING THE EXISTING HOUSE ON THE NEW FOUNDATION. A SMALL ADDITION TO THE FOUNDATION WILL PROVIDE FOR A UTILITY ROOM AND GAS FIREPLACE ON THE FIRST FLOOR IN PLACE OF THE EXISTING CHIMNEY AND FIREPLACE NO CHANGE IN THE LOCATION OF THE DWELLING IS PROPOSED. NO CHANGES TO EXISTING TOPOGRAPHY ARE PROPOSED EXCEPT WITHIN THE PROPOSED STONE WALLS AND BENEATH THE STAIRS & PATIO IN FRONT OF THE HOUSE THE STONE WALLS ARE USED TO FACILI TA TE ACCESS TO THE RAISED DWELLING WHILE PROVIDING A PLANTING AREA TO VISUALLY SOFTEN THE ELEVATION CHANCE CREATED BY THE NEW FOUNDATION. EXISTING SHRUB BEDS ALONG THE FRONT AND DRI VEWA Y SIDE OF THE EXISTING FOUNDA TION WILL BE REMOVED TO ALLOW FOR FOUNDATION DEMO AND CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION SHRUB BEDS ON THE DRIVEWAY SIDE OF THE DWELLING WILL BE REPLACED. A FLOWER BED LOCATED BETWEEN THE PROPOSED .STONE WALLS WILL REPLACE THE FORMER SHRUB BEDS IN FRONT OF THE DWELLING, ALL OTHER AREAS OF EXISTING VEGETATION ARE TO BE RETAINED. ZONING R Y ZONING DISTRICT R--25 DISTRICT DIMENSIONAL REQUIREMENTS. EXISTING PROPOSED MIN. LOT SIZE 25, 000 S. F 7,500 S F 7,500 S F. MIN. FRONTAGE 150 FEET 75 FEET 75 FEET MIN. FRONT YARD 30 FEET 28.6 FEET 28.6 FEET MIN. SIDE YARD 15 FEET 12.1 FEET 12.1 FEET MIN. REAR YARD 20 FEET 46.3 FEET 46.3 FEET BUILDING COVERAGE.- 252K MAX. 13.27 13.4i MAP: 16 LOT 19 N/F KE/IN & DAWN MORIN (17 VERMONT AVE.) MAP: 22 LOT 426 N/F TOW V OF YARMOUTH i D 17 " - OHW APPRDX GAS %LINEVERM U`NT , OHW I a VWIDE LA YOU T) �# I LAWN PAW,O ROAC) 33'OCO'36 "E GRAVEL DRI VEWA Y r I GG 0 FLAG LOT. � LANDSCAPE < O GARC+EN + z _ 7,500 S. F. Lb g? 4 ti BENCHMARK. TOP OUTSIDE LAWN 3 I CORNER OF CONCRETE WALL_ � ELEV 7.36 NAVt788 _ I I i i D%W 34'9.6 :s_ { PROPOSED F OWVEI.'RE[}.. f 9.6 `1 a LIMIT OF 100' BUFFER ZONE .I,. ' �EATERAL NOS 1. OWNERS: ROBERT E. VIGNEAU, JR. & LESLIE M. VIGNEAU 9 CYNDY LANE MILBURY, MA 01527 _ 2. ASSESSORS REFERENCE: MAP 16, PARCEL 20 3. DEED REFERENCE: BARNSTABLE COUNTY REGISTRY OF DEEDS BOOK 33237, PAGE 181 4. THE SITE IS LOCATED IN ZONE "AE" (FLOOD HAZARD AREA: ELEV.=11) AS SHOWN ON F.E.M.A. FIRM COMMUNITY PANEL NO. 25001CO588J DATED 7/16/2014. 5. THE SITE IS NOT LOCATED WITHIN A DEP APPROVED ZONE II OR A SURFACE WATER PROTECTION ARIA. PROPOSED WORK WITHIN 35' BUFFER = 162 S.F. 6. THE SITE IS NOT LOCATED IN A PRIORITY HABITAT OF RARE SPECIES OR AN ESTIMATED HABITAT OF RARE WILDLIFE AS DESIGNATED ON THE LATEST MASSACHUSETTS NATURAL HERITAGE ATLAS. THE SITE DOES NOT CONTAIN ANY CERTIFIED VERNAL POOLS. THE SITE IS NOT LOCATED IN " AN AREA OF CRITICAL ENVIRONMENTAL CONCERN (ACEC). 7. NO PERENNIAL STREAMS EXISTING WITHIN 200' OF THE SITE. NO PROPOSED WORK WITHIN ' OUTSTANDING RESOURCE WATERS ORW EXIST ON OR ABUTTING THE SITE. MAP: 16 LOT 22.1 i I f .'. " • L 35BUFFER 15i S.F. ( ) NIF WAYNE & /001 SMITH i € � � ' (?6 i/ERMONT AVE.) t ! ' IM�Rs P RCH�'fi'�i .2s') .. ..... ,� q `` ;: I 8. WETLAND RESOURCE AREAS DELINEATED BY KEN THOMSON, BOTANIST ON }, 5.7 NEw r 12.5' MAY 5. 2021. C� n I PROPOSED � i € rER 4 � 12 � � . , s, � @� { a 9. TOPOGRAPHY DEVELOPED FROM AN ON -THE -GROUND SURVEY CONDUCTED MULCHIPLAN77NG t BY LAND PLANNING, INC. IN AUGUST 2C12i. 1 PROP. FOUNDADON �I AREA �+` v t D6 MAP: 22 LOT.- 425 10. LOCATION OF UTILITIES HAS BEEN I I I ���FOR ELEVATED ROUE) :� `� � COMPILED FROM EXISTING PLANS AND LIMIT OF 5(? k IF Pr TIk1eER 1st Floor=l3.© °,. LA 1 N FIELD SURVEYS BY LAND PLANNING, INC. AND ARE APPROXIMATE ONLY. 24'i 1 b, m t TOWN OF YARMOUTH BUFFER ZONE i --� Top Fnd.=12.0 I { CONTRACTORS SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO --�, Bsrnt. Floor=5.6 I �, { = COMMENCEMENT OF CONSTRUCTION. 1 ! ; CiNS Prop. Utility Room Addition I 11. BASED ON ASSESSORS RECORDS EXISTING HOME WAS CONSTRUCTED IN c� (1st floor)"�� 4 1966 AND ABUTTING HOMES (#16 & #17) WERE CONSTRUCTED IN 1962. I� LAWN R 12' RINSING }* 1 srAnnN � 12. SITE LOCATION: LATITUDE 41.641675 N LONGITUDE 70.248355 W } (TO REMAIN) S W R EM } I LIMIT OF BORDERING ,46" ALARM t VEGETATE© WETLAND 13. DIG SAFE AND ALL APPLICABLE MUNICIPAL UTILITIES SHALL BE NOTIFIED �-- - -- - - --�� tom- �- I ��' LANDING !' 8H ° 228`-� AT LEAST 72 BUSINESS HOURS PRIOR TO ANY CONSTRUCTION ON SITE. y (R&R) SF R kDs DIG SAFE # 1-888-344�--7233. 10" F BUFFER ZONE .,. �DECIC y PAX70 ' PC%RtAst `` i I 14. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS. RELOCATED f f7RE PkT 1 (R&R) i PAVERS PA RS , - i f 15. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELL. USE 4" MIN. v PVC OR HDPE PIPE WITH MINIMUM SLOPE OF 1/8" PER FOOT. L L ._ j `t LA 13"N f F"A 1/>fr ; t c 1 1LT FENCE & LIMIT'`4F WORK ( --- 3- , RETAlA�NG iY CONCREIE' - ALi ``' I PATIO PAVERS TO BE REMOVED D4 �PU PfGRINIIER �/ � 1 i 0 7 k I f AF2EA= 180 S.F. ' q I f� `- - a ,' t I SA4H j Q I ON ! l } i BUILDING SETBACK LINE (lYP)PA 770 PA VERS I 4 SEP TIC SOIL ABSORP77ON SYSTEM INSIDE OF WALL r' I LAWN I DZ BEACH GRASS 1 I t SHED SHED �------ -- -� - ----�` I r' - SJJ*00'36"W ;' 75. 00' °° c5 D1 ISOLA 7E0 + DRAINAGE EASEMENT I RUSNLINE Y�'� c,3 I/EGETATED ' _-- - WETLAND A3 \4 MAP: 16 LOT 32 L NIF TOWN OF YARMOUTH ' LIMIT OF eAIL VW� �` c �f MITIGATION PLANT LIST ti l � 6'3 82 A 41 A, ID Common Name Genus/Species Size Planting Specifications No. Trees flowering dogwood Cornus Florida 1.5"-2" cal. singles, 10 - 15 feet ox. 2 Shrubs '-NMI highbush blueberry Vaceinium corymbosu n 2 ,gal. clusters, 6 - 8 feet o.c. 4 ' crein uni er � g1 P i Junerus horizontalis p 1 - 3 gal. clusters, 3 - 5 feet o.c. 10 common bearberry Arctostaphylos uva-ursl l gal. singles or clusters, 6 feet ox. 4 ruby spice Clethra alnifolia 1 gal. singles, 6-8 feet o.c. 2 GRAPHIC SCALD 10 0 0 10 20 40 B1� a LIMIT OF BORDERING ss ( IN FEET) VELETA TED WE'%LAND , r, er i inch = 10 fi e r Total: 22 OF Nc RMANG. HILL -I 0 No. 41786 �fSS% {OQy R'j�' OF NORMAN9ss��' G. o HILL " CIVIL " No. 31887 (I L HEALTH�HEALTHnE�. 7 ,. 1 / Az DATE: NORMAN G. HILL P.E.#31887, P.L.S.#41786 SITE PLAN OF 12 v j"" NT AVE. EST YARMOUTH, MASS. PREPARED FOR ROBERT VIGNEAU 9 CYNDY LANE MILBURY, MA 01527 FEBRUARY 28, 2022 SCALE 1"=10' ..� VIM I ■' 3" MI 1 1 /2" COMPACTED CRUSHED STONE BASE (6" MINIMUM DEPTH) 0 0 o Oo0OOdQQ0dOfl0ddddodQOdOflQdodQQQd doOdddOOdOOddO000dddd000dd0O0OdOd dd OoddQ0OOO'O'�addo000ddQd6o000OdddOdQoOOOOOddOaOd d0 d odOd o d OOOOOOdddd0 0 00a d0 d o 00 d,dd30oOOOdd0dddQa OoQoOOO.ddddd Odo0daQdO0Od0 aOdO da 0d0d OO0OOdO0 0000OO Od O dQO dOO QOdO d OOQ0dd0 d0 dOd d0OOQOgdO dOO dOdOO.daOddo dodaQ O0OdGOOOfl , QOdO O ddOO0. OdOddO OdddOddOddOdOdOdOaOQOddOddOddOOOdQQ OO` 0OQOQOQODddOQOdOQOQOQO000QQflQ p1�QOQOQOQOQOd© d000o000dd0.00000000000 O d 0 o 0 dO''00dd 00000000 OQOdoQOQ.0QOQOQd©OoQd Od 000d OQ 4d O 0000Q 00©d0 d Q 00000 O Od 0 d Q 0000000000000Q Ode00 o0000Oo000 O000000OOOOQOOOQOOOOdO00Ofldf101o0OOoo 0flO00 dQOQ0 0 oQ Od 0Q 0Q 000a O00 Q O 0000 Q 00 Od000 Q d Qd fld cr 00000 d d d 0 O�0000000�sD d Gd Gr Od0 0Or dtr0 o- 0 0 .: �J to c_' a .�-0 v "C 7 0 FREEDOM FLOOD VENT MODEL FFV-1608 (BLACK) EFFECTIVE SIZE: 16" X 8" ROUGH OPENING: 16.25" X 8.25" HYDROSTATIC RELIEF: 250 S.F. PER VENT INSTALL BOTTOM OF ROUGH OPENING WITHIN 12" OF EXTERIOR GRADE (REFER TO INSTALLATION INSTRUCTIONS AT FREEDOM FLOOD VEN T. COM ) 3" MIN FLOOD VENT - (2)#4 @ 6" O.C. CONTINUOUS 7'-10" r J i 4'-4" 46'-0" 33'-10" — TOP OF BULKHEAD I FOUNDATION=6.6' L— 1y----------------.------------------------ -� N F-------------------------------------------------------� FLOOD I I SUMP VENT-h I BUCKET FOUNDATION NOTES I o d FLOOD I VEN T -1 0 N 00 FLOOD VENT ROUGH OPENINGS ,,� (16.25% 8.25" TYP.) _ 4" POURED CONC. SLAB :OMPACTED GRAVEL FILL I 12" [ 12" 1. 12" . i- #4 @ 18" O.C. 2'-6" LONG (4)#4 @ 9" O.C. CONTINUOUS 36" NOTE: ANY UNSUITABLE MATERIAL ENCOUNTERED BENEATH PROPOSED FOOTING SHALL BE REMOVED AND REPLACED WITH SUITABLE GRAVEL. CROSS SECTION DETAIL SCALE: 1/211=1 1.01111 ELEVATIONS Q LO BEAM I POCKET L I I BIGFOOT FOOTING (BF24) AND 10" SONO TUBES MIN. 4' BELOW GRADE C YNICAL> I . 4" POURED CONCRETE FLOOR I POLYCVAPOR BARRIERONTROL ) OVER fi MIL • 12" x 8'-10" POURED I I CONC. FOUNDATION WALL • 36" x 12" POURED CONCRETE FOOTINGS I 1 FLOOD VENT • 36"x 36% 12" CONCRETE ROUGH OPENINGS FOOTING AT LALLY COLUMNS (16.25"x 8.25" TYP.) BEAM POCKET--------'� I I I I TRIPLE 2x10 BEAMI I I I I I I I I I I I _ L— —J L— —J L— —J (------- 7'-3" 8'-2" 8'-2" 8'-2" 7'-3" I FLOOD FLOOD WENT VENTI I i _ I I I I I I I I I 12 — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - I I I �-1---------------------------------------------Li----_--------- - - 4„ /r\ 34'-0" 7'-10" 1'-4 5'-0 BENCHMARK: 7.36' (SEE SITE PLAN BY LAND PLANNING, INC. REV. DATE 8/9/22) FOUNDATION PLAN TOP OF FOUNDATION: 12.0' TOP OF FOOTING: 3.1' CONCRETE FLOOR: 5.6' BOTTOM OF FLOOD VENTS: 6.1' SCALE: 1/4if. 1 Im0ll TOP OF BULKHEAD FND.: 6.6' 7'-0„ l FLOOD -VENT REQUIRED INSPECTIONS DESIGN ENGINEER TO INSPECT FOOTING SUB —BASE TO ENSURE SOIL IS SUITABLE FOR ANTICIPATED LOADS. DESIGN ENGINEER TO INSPECT COMPACTED STONE FOOTING BASE AND STEEL PRIOR TO POURING OF FOOTING. 0 I N r- O iQ 0 04 a I 0 I d- CONCRETE REQUIREMENTS AFTER 28 DAYS COMPRESSIVE STRENGTH FOUNDATION WALLS 3,000 PSI FOOTINGS & COLUMN PADS 3,000 PSI BASEMENT SLAB 2,500 PSI P��N OF ,ygssq �4� OF �y G. F, o HILL CIVIL o_ No. 31887 NORMAN G. HILL P.E.#31887 d z r c) C) z Z c �- cap {V J L 0T CC)o c ti ,�- Z A) t� V4 ct N .o Date: September 28, 2022 Sheet No. WWI laws list anal r 1 I" .- mass Basins# sari I �.r Ma t no I IN ifage inn -- �i IN 1111 ago I ►►{, ,,, a , lions gg tu il I C INSo1! j .!. I 1 1 ._► r:, , 1 nor NIP long Jim NOW INNa1slow ow moo moo ,i , v � f- QCj w4 £ g .naf",�"�iYllWilll ililgiiiIiiiiiii An _ W. I y1{ $0 .MIM4iMINM'eMM�#+MNR. YINM.ItM will M "0 ""' ""O"H, 11030DH 1'-1021'-10. 1'-10' 1lb" 12 Vermont Avenue First Floor Existing Layout ri N '+tF,4+,DH i 0641OH Bob and Leslie Vigneau 12 Vermont Avenue West Yarmouth, MA 02613 Prepared by Bob Vigneau CSL M485 a/16/22 V r`! 34' 12-4 1 /4" V-3 1 /4" — 5'-1 1 /2" 7 2-6" 7 4'-8 3/4" 3'-1 1 /42'-6" 2'-8" 26300H ' 26300H BATH O Ar_ rr 1'-11" BEDROOM V 0 11'-loll X 18'-q" 2668 m r �7 F-- 12'-q 1 /2" 4'-01/5" 2-6" 6-2 5/5" 263ODH BEDROOM 14'-4" X 1 V-9" tV ttl r 12-4 1/4" 2'-10 3/4" 34' Bob and Leslie Vigneau 12 Vermont Avenue 12 Vermont Avenue Second Floor West Yarmouth, MA 02613 will remain as is Prepared by Bob Vigneau G5L 048485 q/ 16/22 12 Vermont Avenue First Floor Existing Layout Bob and Leslie Vigneau 12 Vermont Avenue West Yarmouth, MA 02613 Prepared by Bob Vigneau G5L 048485 9/ 16/22 Framing Detail Deck Farmer's Porch V-3 9/4" - 1e---- V-3 3/4" 33'-8" Deck frame 2 X 8 PT 12" OC, double joists under 4X4 posts and Front and Side Rim Joists secure joists to ledger with joist hangers Overlay Roof Porch 7 pitch 2 X 6 KD Rafters 8" overhang secured to beam nails and hurricane clips top of rafters joined to ledger board attached to existing roof Roof /ceiling beam (3) 2 X 10 KD to break over 4X4 ceiiling rim joists 2 X10 ceiling 2X6 KD 4X4 PT secured bottom conealed post ties top hurricane clips 2x8 pt joists secured to 2 X 10 beam by nails and -- —, Deck simpson hurricane clips Tension Ties (3) 2 X 10 PT BC/ post cap to break over posts (4') 10" Sono tub 24" big foot base 4'0"D x open to stairs V-3 3/4" � Existing roof q 1/2 Pitch 2 x 8 Roof Rafters at 3 pitch (2)2 x 6 Overlapping top plates 2 x 6 x 8' KD Wail Studs - 2 x 6 KD bottom plate �y 3/4 " sub floor 2 x 8 KD floor joist Detail Utility Room (2) bolted 2x6 PT Sill Plate 12" x q' foundation 36" x 12" footing DETAILS SHEET Materials list Farmers Porch (5) big foot base (5) 4' X10" sono tubes (1) 6 x 6 x 16' PT Posts (5) 6x6 post base (5) 6x6 post cap (6) 2xl 0 x 16' PT Main Beam (28) 2 x 8 x12' PT Joists (5) 4x4 x8' PT Posts (6) 2 x 10 x 16KD Roof/Ceiling Beam (6) 2 x 10 x 12' KD Ceiling rim joists (1 7) 2 x 6x 12' KD Ceiling joists (25) 2 x 8 x 20' KD Rafters (26) sheets 1/2" COX Roof and wall sheathing (6) 1 x 6 x 18' white PVC Trim (4) 1 x 2 x 15' white PVC Trim (2) roll ice & water (1) roll #15 felt paper (10) 8" mf drip edge (10) square roof shingles to match existing Materials List Utility Room sill vapor barrior (2)2xbx8'FT sill (2) 2 x 6 x 10' PT sill (1) 2 x 6 x 8' KD Rim Joist (5) 2 x 6 x 10' KD Joists (2) sheets 5/4" T&G subfloor (35) 2 x 6 x 8 KD Wail Studs and plates (10) 2 x 8 x 10' KD Rafters (5) sheet 1/2 COX Roof and Wail Sheathing Roofing materials listed with porch Tyvek or similar house wrap taped at seems White PVC Trim to match existing wood trim White Cedar Shakes to match existing Bob and Leslie Vigneau 12 Vermont Avenue West Yarmouth, MA 02613 Prepared by Bob Vigneau CSL 048485 q/16/22 q'-10" 2'-611 3 26410H 3641DH 2'-b" T-6 '1/5" 10 1 /4" 46' 103051H IF 030DH1103ODH T-11 1/81, -�,1 102,1_-10, -1 1 0 21'-5 1 /8" 12 Vermont Avenue First Floor Existing Layout 12'-211 2'-10" 7 3' 1'-S .2-b" 3068 26410H 26410H II 2641DH 2'-0 1 /16" I 2'-1 1 /2" 9 Bob and Leslie Vigneau 12 Vermont Avenue West Yarmouth, MA 026*73 Prepared by Bob Ygneau 65L 046455 q/16/22 S E P i `? 0,12 HEALTH INEPT, N -- 34' 12'-4 1 /4" V-3 1 /4"T 5'-1 1 /2" 2'-b" 4'-8 3/4" 3'-1 1/�1:' 2'-b" 2'-8" 4'-01/5" 2'-6" 6'-2 5/8" 2690DH 26300N 2WOH BATH 81- ' 11-1111 BEDROOM a 26" T BEDROOM 14'-4" X 18'-T I L9 I 2-10 3/4" � L 12'-4 1 /4" 34' H 12 Vermont Avenue 5econd Floor will remain as is 1 V-2" Bob and Leslie Vigneau 12 Vermont Avenue West Yarmouth, MA 02615 Prepared by Bob Vigneau 05L 0484b5 9J16/22 -91/16"_ 24400H 8,-9" 12' „ 10 1 /4' „1'-1 1 /20 , „1'-4 3/4" , 11 1 /2" 8 -3 3/4 — - 2 -8 s--T - 2 -6 - 1641 DH 2641DH 26" i0 '-11/1b" 51/21' r- I I Dining Area - — r Kitchen — 26" N { 7 2641111 2641DH Utili 5 1 /4" I 1 1 /4" , 11 � r; Q 2'-b" , 2 -b :;T Ofroom I 1 T-4 3/8" cr Gas Living Room fireplace r ch m in �r 110300H 110 DH 11060DH I , r m UP in 5'-51l8" I tT 2 2"X5'- in I J — — — — 1021'-10-51 " 2 118" 5'-5118" 5' 39' — 46 12 Vermont avenue First Floor Proposed Layout 2440DH 4' 2'-19/16" 'a r LL r 0DH r 1 * 2-9 1 /2.8" V-2 3/8 112"-0 1 /2 t m 1666 1466 2666 aim n 1/2" A 46' -0 1 /4" , 1' Bob and Leslie Vigneau 12 Vermont Avenue West Yarmouth, MA 02613 506-612-6661 Prepared by Bob Vigneau G5L 048485 5/20122