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HomeMy WebLinkAboutBLD-19-191LOCUS INFORMATION \ Dk CURRENT OWNER: JESSIE'S LANE. LLC OVERUY DISTRICT: O.K.H. is, I% MR. PAUL BUTLER PROP�FD � v_ - \�n NITROGEN SENSRNE IMPERVIOUS / = TR'"e` TITLE REFERENCE. DEED .BOOK 29501, PAGE 44 DRIVEWAY ZONE: NOT A ZONE II OR APD qy, g *A �"\ PEP,Wi�(le BDArzn PUMJ REFERENCE: PUN BOOK 666, PAGE 75 FEMA ZONE DISTRICT. -X", DATED 7-16-14 ASSESSORS MAP: 128 PANEL $25001CC583 J�?�}. PARCEL: 15, 46, 17 SHORE LINE AREA AE, ELEV 9 TFFNib 'N"° \`\ �. \j1 ti` PROPoSm: ZONING DISTRICT: R-40 MINIMUM LOT SIZE: 40,000 S.F. (UPIAND) \ 9+ \ ' 11 Srtt4W WAD° O SETBACKS: FRONT 30' E%ISTNG LOT SIZE: 55,4581 S.F. (UPLAND) qg, \`f 1\,\ �6 \ `'\\ I fU�'y vrzOvosEo SIDE 20' 66.993± S.F. TOTAL y. �0. 1, �`� ? r \`\\, Ili DECK 2 HEAR 20' ♦ .\ \ ,\ Iq, Q,� NMR IXISIINC DECK -B TO BE \J1 Mo o XIIII I4lb r� y, / T? � � I IIIc REMOVED &REVIACED. 144 'n w v Tnv '0 `/ ASSF9Foul IMfL 11.7 �[. \i4 % r X'{M1. Q�. �" I //I A AAA PROPoSED : Q WETLAND BUFFER DISTURBANCE - FORCH �' i/i": \`\` SCREENED '� 0-50' 0 S.F. IUPPERMOIUS - 50'-100' 1,2283 S.F. REPIACEMENT OF EXISTING DWELLING AND DECK DRNEWAT 9 '�N p \\\`I\ jll'\II` 96± S.F. OF ADDEDON RI g _.ty _J_a� ar 'T ! L 1� a Ai III'I lI 1�1V III S.F.58± OF GARAGE rncu7i .. fX; fl HH p\1 838± S.F. OF GRADING P v o ,t _ / .( 5 T (4111111 III 1 fy 111 1 1 I' COASTAL BANK BUFFER DISTURBANCE �!}_ /,_ ,T_ '` p 11 iP\P`I 1111, r / // �V. . X III InIV II, A�YII I'1 I I to VILA r f, 0'-35' 275± S.F. REPLACEMENT OF EXISTING DWELLING / / /// 1 - � 1 � a, } V I� A11AI I 111 2. n ' _ ONOS I6RBE0 PROPED%lN rZ U/ �rr / T •,�IA�',% ATTIA11111 35'-50' 525± S.F. REPLACEMENT OF EXISTING DWELLING 'DO NOT USE' DRrvEwnY ; I I % l l i; /I rl // _ ' 1 ��I r '" j iI 11I t I N81IO 66'E; �i rll 1 2± S.F. OF ADDITION. p 160± S.F. OF GRADING Z d IIIc lI / y , b) IJ in n, '1 I 1 IITIII. 1A 1 I :I 11 z 50'-100' 615± S.F. REPLACEMENT OF EXISTING DWELLING Z I� 94± S.F. OF ADDITION 7803 S.F. OF GARAGE P' `•V� 1'I I A , A / _' _.(� / I� '�% I O 6,960± S.F. OF GRADINGS. 1,100± OF PERVIOUS ORNEWAY NOTES: REMOVE 700± S.F. OF DRIVEWAY & PLANT. j M dPAPI / 1 .Z _ 6\IZ• - A_ y Tei //,I TIII ID�i t I 1 F 1 REMOVE SMALL TREES GROWING WITHIN SEPTIC SYSTEM j $" / /e...XETEI zOlo�'l i I \ ' "�J' �/coxcRETF/ To eE sE1 / wxD&su/sw Est%/t-� / Rop01/ % ROUrvD/ Id6D� \:�� x ,y ' SRt � i --.'i, MRSBotq 11 MFMn06 ARE / .Pr ' ' / , h 1.a¢w >;' 1E �. \ \--j"�IxLDo.�\ ^ �y %tv �110:oIl / \S C\ I \\ 1, \\ft"\ �\ X IV`I \ e j ,Yit° mD.aoN"'•'' - ��,� rill p I i I.a �<0` 51 'S'pO//,"' 68.5141 S.F. J .1.575 ACRES r�� Yy / 48.992: S.F. UPLAN / I l p �"�:� /i �/� „�!� to '+! P6o.osm 195223 S.F. WETLAIID N,I an- \ o -i 6 -Al- yd. l%s sal Palm laae-w1g1 r Y z/ =e5'Oa RO'x17 r r , ' J j/ \��J_�_ a -asg 7 Si • / rr' _ gi ee Our, ///1/ 11 it / 4r - ''�I b7 ' & 11// , % i'/ S�r PROPOSED X 24.9 DECK ITTEO y '_z Iz r I I I, r/ r f DECK EFS R,F92Y JN A 1, \ /� 1. II u /{ R-I6JY / fp. / x+lx �s /✓II I II IIMdFI'I lm% L-39.26' / '\ Xwxwu tycm �) P .n -Wv wez /'h i f s� I n�M"s1411c4�I\I lii / j/ / / -16 Tz\ cxw®s g a 5.\ -p t �:. = 1 ILII 11111 tI Til / /..;. 4 9.72 \ - I pR \1\\ 11111 111 T / wr. a o\wetils x/s�W:75 y \ 1 �/ A • i xa,s / 6a ra Y 1 I ✓r•A\y V11111'��n 11 /''/q , s iiia 96 8 / _ r \ 11111 1111/l1 : h\ 3' X POS Zea \ \ \ h ` %1`.. r c /PRO ED \ — rzT.6 � "� r 11, � )' 1 i EXISTING l 3 _i OD ------------ -=�R LAN ` _ .•"�-_` T- 31.3 gr D E v � DECK \ DE F o` l� --- 32=. `\ \ P �LARIABLEWIDTHlR $ x10 ARIK 'L m C BOUND % Bou nO BCU/ o DDUN%ssIAQ Z��j. oVIn 018 P h ".Te # 0 \ oD €� 6 BEDI OCn M _ Po SCALE: 1- = 30• g $ 01= 0 3,75 7l5 15 m' j� •�(�. b a0 15 30 60 ODD \—elln-Z 11 1 11 n„ / S jb SCALE: To 10' 2 5Z 0 1.25 2.5 5 m 0 5 ,D zD OIL, - IF r. ORIFf W000 LEE j a ED Il o OLEINS z N z W POND y o U GREAT WESTERN RD. 8 W PATH IITES LOCUS MAP NOT TO SCALE CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS. DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. 3 S FIELD Xo 3e03s (/ . APR. 26, 2018 PI�F�SSIONAL LAND SURVEYOR DATE PLAN OF LAND NOTICE OF INTENT #170 DRIFTWOOD LANE IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN DECEMBER 5, 2016 REVISIONS: NO I DATE DESC. 1. 12/19/16 ADD GARAGE REVISE GRADING 2, 11/20/17 REV. GARAGE LOCATION 3 12/7/17 REMOVER DRNE-UNDER 4l 1/10/18 REDUCE MAIN DECK ADD MASTER DECK _5l 4/26/18 MODIFY DECK PREPARED FOR MR. PAUL BUTLER 25 JEROME AVENUE BLOOMFIELD, CT 06002 pkbutler2DO2@yahoo.com , ` BSC GROUP C2DAy 349 Main Street, RL 28, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2017 The BSC Group, too SCALE: VARIES. FROM. MGR.: C. FIELD FIELD I A. NELSON CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: C. FIELD FILE: 19956-SEP-I.DWG DWG. N0: 6332-06 1 SHEET 1 OF 1 23.6 LOCUS r. ORIFf W000 LEE j a ED Il o OLEINS z N z W POND y o U GREAT WESTERN RD. 8 W PATH IITES LOCUS MAP NOT TO SCALE CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS. DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. �Xo � CRNGA S FIELD Xo 3e03s (/ . APR. 26, 2018 PI�F�SSIONAL LAND SURVEYOR DATE PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT #170 DRIFTWOOD LANE IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN DECEMBER 5, 2016 REVISIONS: NO I DATE DESC. 1. 12/19/16 ADD GARAGE REVISE GRADING 2, 11/20/17 REV. GARAGE LOCATION 3 12/7/17 REMOVER DRNE-UNDER 4l 1/10/18 REDUCE MAIN DECK ADD MASTER DECK _5l 4/26/18 MODIFY DECK PREPARED FOR MR. PAUL BUTLER 25 JEROME AVENUE BLOOMFIELD, CT 06002 pkbutler2DO2@yahoo.com , ` BSC GROUP C2DAy 349 Main Street, RL 28, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2017 The BSC Group, too SCALE: VARIES. FROM. MGR.: C. FIELD FIELD I A. NELSON CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: C. FIELD FILE: 19956-SEP-I.DWG DWG. N0: 6332-06 SHEET 1 OF 1 JOB. N0: 4-9958.00 A SANDY LOAM z5Y 6/3 B LOAMY SAND LOIN 5/6 C-1 V.ELOAMY SAND 2.5Y 6/3 10/20% STONES C-2 SILT LOAM 25Y 5/3 C-3 MEDNM SAND NO 25Y 6/6 GROUNDWATER OYSERMED IV EL 26.3 A SANDY LOAM 25Y 5/3 10' EL 17.3 B LOAMY SAND ion 5/B NIGH GROUNDWATER(BASE 41. 500 GALLON CONCRETE LEACHING CHAMBER (H-20) TEST PIT DATA ONSITE SOIL EVALUATION #3&#4 ryiPUiAT1ON El 219 38- SOIL BY 9G NOT TO SCALE C NOT TO BEAUS VBLOAMT MND DTPM TO WATER 17.1 4• PUFORATm PVL 25T 132' DATE: JANUARY t4, 2018 INDEX MIIL MRP -29 W/SM. EW CAP TO EXTEND COW TO'MTMNS] INCHES LOAM AND SEED TEST PN V-33 TEST PB TP -44 TEST PR R=1 TEST BY: BSC CROUP, MG SAM UE RANGE ZONE A n S DIA- KN AcRour (TYP.) m NATURAL SUBGRALE CF FINISH GRADE ALL DIs1UliBm AREAS GRD. EL 2G.B M. EL 2].1 GRD. EL 21.3 WMESSED BY: INCENSED EVALUATOR: ANY WN HONE RS. WO NISSAN J. NEALT. PLS DEPTH O INDEX CEM. 201] ]_7 I" -1 / -IIS TAPER / / / / / / / / / / / . / / / / i BHGN El N/A SNLW EL 5 WATER LEVEL E T -A I LCNF 12-36• COYER SHOW EL N/A _,5_ ON PERCQAl10N RATE < 9 MMS./INpi WATER DEPTH TO HIM WATER 5. 15.8 plgp A SANDY LOAM z5Y 6/3 B LOAMY SAND LOIN 5/6 C-1 V.ELOAMY SAND 2.5Y 6/3 10/20% STONES C-2 SILT LOAM 25Y 5/3 C-3 MEDNM SAND NO 25Y 6/6 GROUNDWATER OYSERMED IV EL 26.3 A SANDY LOAM 25Y 5/3 10' EL 17.3 B LOAMY SAND ion 5/B 41. EL 15.3 El 219 38- BY 9G C VBLOAMT MND EL 5.5 25T 132' 10/20% Btt1NE5 STORES d 5.3 NO GROUNDWATER Im, n 1aa WSERVm FILL e JIM SAND 10TH 5/9 C-1 V.F.LOAMY SAND 25Y 6/3 10/20% STONES C-2 / FINE SAN) 25Y 6/6 10/20% STONES SIEVE SAMFIE ITAR: TO 0.80 OPD/SF. 0D OD O DO 0D Z' LITER UE 1/B' M 00 00 000 DD OD o VY DWBIE w MEAN 0 0 Of PI nOOYE QtOW �. [�0 DO 0L7 L7 00 OO W 24• O D O O O of%PE LEGEND o0 00 000 00 00 RECIM o ED 0 0 0 µ• TO I -Ire 00 OO 000 0O 00 DERM O O C7 0 DOUBLE WASHED ONSITE SOIL EVALUATION #1 ® STONE TD SABAH UNSUIT,1&£ I____- OF PIPE ]2' MATERIALS WSERI AIER t- B'-8• � 4'-10 OATS AUGUST 2]. 201] (ro�REMO`cD) BENCHMARK FRONT 111m %-19' TEST BT: BSC GROUP, INC i0P GF CWO ENE WIMESSm 8Y: ANY RON HM£, R.S. CND FORMULATION ESTMATED SOUND SIDE N EW nSi RAMS ElEV=20.22 NAYD LICENSED SqL EVAWAnM: KIERAN J. HEALY. P(5 4 --SEASONAL NIR 1. SHE ACCESS EATER PER SYSTEM SMALL BE RAISID . ANUF GRADE 1aD• GRWNDWAIER 2 CHAMBERS SHALL BE 500 CNSED N UKUNL 9R DOUBLE MANUFACTURED SIMI BY SYCREY OR APPR04ID EWPL MRCOLATW RALE <2 MINS./INCH 3. (FAIIXntE FABRIC MAY BE USED IN NfV OF DWBIE WASHED BTC1E %or SOL Cuss: OtA55I (sf9E LESS .+"°' _ LOCUS INFORMATION 205• LTA R.: 0.74 GPD/S.E o/:v p�o -� ouyx0 m rvo `v \ y h rqD sa/G \I, , j^\,�\ \ PROPOSED '3 CURRENT OWNER: JESSIES LANE LLC \ \ A 0 �g \ \\` STRAW. WADDLE _ .PAUL BUTLER. TRUSTEE i sw• ♦ L\ `\ `� \} \\ \ \t I 1 t\ PROPOSED. �`®+KX'd^ TITLE REFERENCE DEED BOOK 29501.IPAGE 44 DECK '.PLC REFERENCE: PLAN BOOK 120-119-F2 PLA DISTRIBUTION BOX DETAIL (H-10) Y - \` EXISTING DECK To t 128 BOOK 152-113 NSF @XJ�. i x'' r ��� \r i .- JI REMOVED &•j2EPLAC ASSESSORS Maa: .128 NOT To SLATE DAY6D &SUSAN NICOLL T� "/ ! `�S. \\� �� t \4 t PARCEL: 15. 16 & 17 IF MAX. 144 DRIFTWOOD LANE { REMOVABLE ASSESSORS MAP 128 , { �� X I'1 $ \ \ \.,\ \ \ ;\ ZONING DISTRICT: R-40 Conal PARCEL 14.3 �` l J C / /7 v 1 V. SETBACKS: FRONT 30' �. / J 'T'•, 1 / r ///!/llf{ } \�. PROPOSED SIDE 20' PROPOSED �' r / 94 i,)r //5 ( \ t V 1 SCREENED .f OVERLAY DISTRICT. O.NN. HDPE AMER l 3. PNCP0.SE51 A; A I�,' l 21• PMT _ _ ,/ mo \\ fit \ \\ , \ \" � PORCH _ Y ' { d \ /"3V 1 A \ NITROGEN SEN$I1NE Y i-- -� � I � 1 yA !/ } { ' \ l z ZONE NOT A ZONE it z-WWLS �. ".Y FEMA FLOOD PROPOSED d ek` - #170 ? \` �� 1\ \., ZONE DISTRICT: ZONE X, DATED JULY 16, 2014 (5) 5 -DIA.' IMPERVIOUS ._ - �� T o - d -BEDROOM z\ / "� \` '\ �, tl\ i� PANEL #25DOIC058.3 J 1S ivPRKOUTH DRIVEWAY ®A y ZV - s w SNELLING �1A, v � V A� \ 1 i ( i V�A. MINIMUM LOT SIZE: 40.000 SX - 11 -1/2 .. �. ACDF 267 5 vv v l 1 { 4 A �„ IXI$IIND LOT 92E: 1.541 ACRES x• sTAelE eASE 31e TO 1-1/2 PLAN. VON #170 , . OOO N�.' } Ria �..- Y r o �j y \ t ;• {� . \ + \\ \\\ \. � I II I I I . BBTIYIN BN Il:}EL 6• NMIMIIN ✓s, r I , , ,• CRUS SECTOR MEA PARCEL z] -D r, s5 _ .i' / '{ `\ • - ,! 1,.11 i 1, Iy-CZ 411 1 .GENERAL NOTES 66.9931 S.F. 1.54± ACRES 1 ` / { XON-\ \\ i.1,.N \ �� I I 1 I t Gf1 q 1 1. THIS PLAN M ONLY INTENDED FOR ME REPAIRING AND WNSTRUCMIN O ME eD 55,458* $ F. UPLAND' / ! / / / j 1 \ 1 751 1 ) I' I I 14 i 4 1 d SEWAGE DISPOSAL FACII-M S. 1. PRONDE IN ET NEE OR BA(F£ WERE SLOPE OF PIPE EXCEEDS COB R./£T OR 11.535* $ F WIEfUND / { \ . �1� I 1 ll IN PURIM SSIFAI ! V / { t 1 A 1111 I I 1 A� 1 4 1 z ALL lCNS1RUcnCN MEMWB AND MATERIALS SHAW. CONFORM TO 310 CMN 15.0W !J./ ( / 1- ( �_ } A A 1, t �( 1 I t� t;l 14 AND YARMOUTH BOARD CP HEALTH REGULATION& 2 FIRS, IAD FEET Of PIPE OUT OF DIST. Box To BE LAID LEVEL / / ! l / p / > - RAM 1 1 ALL FIRE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERRQIT GARDEN' GARLGE' ` A\ 1`• 5A 11At\V A V1 A 1 l \ V 1' 4 1 THERE ARE NO KNOW CR PROPOSED PRIVATE N£LLS COURTED WMIN ,50 R OF ME 4. FILL ALL UNUSM KNKNWIS WM MORTAR. l l / 1, I / / / , '+ �_. 1 SUB \ \ \ I 4 PROPOSED IFAd1MG FACutt. 5. CONCRETE WVIIt SHALL BE RAISED TO WMIN a INDIES Ci RN GRADE. � / / r/ Il I / // / / / / // . � � - � 1 6 `{ 5, �'� 1� A\1A}�\A V \I 1 II Ui 2 �' 4. IF M' OYFADIO IS SPECIFIED. REMOVE ALL TDTEI SUBSOL AND OTHER UNSUITABLE PROPOSED / / !loll , Y.�r t . , , 7 1 i /A� V �, `. Ilk 2 MAmmnts DRIVEWAY 1 j` /l / ),v i. • / 1 �.. ��1 /] 1111 f / 1 I 1 1 i 4 4 �4 5. IF AN Ol£ftD10 IS SPECIFIED. RE%ACE NL EXCAVATES MATERIALS WMIN.ME UMIi CP p (� /1 p / I H 1 e N t n DESIGN liALl/U LATIONJ T EXCAVATION WITH OLEIN GRANULAR SAFE. FREE FROM OMAJNM MATE%AL AND S / f lv / �� &.3 \ I I 141111 i 111 1 ( DELEIMWS SUBSTANCES. MIXTURES AND LAYERS O CFTTAENi CLASSESS OF SCL OFeMN FLOW / l ) ) I 1 I N : -_ / I 1 1 1 .SHALL NOT BE USED. FILL WAU- NOT CONTAIN ANY MATERIAL LARGER M' 2 / { 1 1 hL V INCHES. A EM ANALYSIS USING A 94 SEYE SHALL BE PERFORMED ON A 6 BEDROOMS O 110 CPO/BEORWM = ME M\ 1 /) flFPREIIVE SENTASAMPLE OF ITV15 _ UP nl 09 BY WEIGHT MAY DE RETAINED ON ME fr I / % / /,y 1 �{ f/ 1° { �Il I I j I I / 1 jq r Q 64 SEVE. SUM ANALYSES MUST DEMONSTRATE THAT ME MATEPoAL METER EACH OF vMUSES-- ^"'-TA.OK ME FoLLOWNG SPECIFICATIONS 660 GPD X KID m 1.320 OALMNS WE ,.SW W110N SEPTIC TANK 1 \ i / /� / r ' ( ] i!f. {-/. ! I II j IF 11 1p I= MST PASS /4 SIEVE P' f if I +O% MUST PAW AosM RIK Of REQUIRES LEACEHING MMQi 1 v V `. A 4 I 1 / / ` / )!! / l / ' / �l l cY h ( I i a MUSTr PASS AMf2 00 SEK t h 1 0-5% MST PAM P2W SEV£ g LEND PERI. MTA <z MIN4 OR (SIEVE AWLLTSIs) .LONG TERM APPL Ml 6]4 GPD/SF \ \\I i 4 �I I \ �- \ _\` .\ \ / ,,_ J�/''Y1�`A J .. �a� i Vj' I I /S I I 6. EMSTING "USES WERE SHOW ON THE PLANS ARE APPROXMATE. ME. ENGINEER BW QN a 074 GPo 902 SF \ yJ`(Ar / 11 - 1 1 1 \ \ •` / F� i r / f_ /T•/ ^1' D 1 I 006 NOT GUARANTEE THEIR ACCURACYFYTHE OR THAT ALL S)B AND ELEVATION TION OF AB ARE n e♦ F nn Rv�pSpEn ---.. / , } / U. gU ,ice O r ff , / ! lY i=A/ I r 111 ",` SNOW. CONTRACTOR Sf WL 4aUFY Mf 512F. LOCAn[N ANO El£VANCN Cf MYERT6 \ ��� /I7/ �ij/Y,/ J' / { ) %I 1 / ,y j OF MOUSES AND STRUCTURES, WHIM THE UNIT OF MAY. PRIOR TO THE. START OF USE (5) SW DAULON H-20 WNCRfi£ LEACHING CHAMBERS SHAPE F CIO�R J r , t ;y / /p�� /) ,4f / J \� 11 j (# 1 / 1 CWSiRJCOIX4. IF ANY pSCRFPpNGEs ARE gSCOYERm OR FIEm WANCFS a IN TRENCH CONFIGURATION WON 4' STORE ON ENDS N40 %, ,,, ICAL� ( 1 \ /// FFn[+`j� RMURED, THE CONTRACTOR SHALL NOTIFY ME ENGINEER IMMEDIATELY. I -7Z- DOES, /' � BOIIOM MFA. 50S % 12BJ = BQ.9 SF. v 3w��/� O ? l �`�(� V'T / Elf I # Ml/ I.j• I THE ]. ME PROPOSED COTOT SHILL BE RESPONSIBLEIR FOR PROPERLY CWROINAONG SPaUNI MG 2x(2z(SIGs'+t2BSN)-253 32 ST. i�"" i ETiRTIYE LFACxINO AREA - ao1 S.S. �- �. � / J(! 1. I PreWosm WNSTRUCTIIXi AcnNnEs WM DIG-MFE AND THE APPLICABLE Unum eDNCRETEI BOUND 1 / X �G '� I c SERV! S. nx0 Sinn cOMPICTE ME PRwosm WORK WMWT Axv MikFUPnoxs e Wl S.F. x 0.74 SPE/S.F. _ B6] ORD (INSTALLED CIPACIIT) i / /� �-'I^�,^ `. -'� !�� `t\ 1 `T 1 : IN sERNCF. m D (7 GPD MESEINE OAO CAPACITY PRm) / TD BE 667 GPD > 660 GP $ S. CONTRACTOR IS REWIRED TO NOTIFY OIC -SAFE, PER MASS STATUTE CHAPTER 02, a :. \ ^v1 v v� _ / f�/ i / l3TING ` yy- 583 30 00 III P"F { / '`' , - - - - -/ f ,,/ / SECTION 40 (1-9eB-3a4-]233) A MINIMUM O 72 HOURS PRIOR ro ME START OF \ \ \'16.9177 :'\ ��\.. j f1� 1 l- _ _ //�/f ONCRETE'. WNsmucnoN. IS 1,500 GALLON SEPTIC TANK (Hhy�-� N /IN zis5 �\ ` ` // { Ea5 Aaov .`/ r .(,TyyT/ 1 9. THIS SSTFAI IS NOT GE SWEDEN FGR ME LLPR P A CIS NOT OWOER. PER 310AULABON R HOT i0 SC.LLE .1000 GA4.0N. \ \ ,. D A{ t _�, /.'"�. _ / „ OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLAN£D PER 310 WR EACRn7c.Plr 18.240(4). bAISE AT LC O ONE FEE GR WNER�' •. \ a�/,. / .• �/ �I/ �. r �� AlND1FS` ROAR GRAM \ / •, \ •.. y. \ , .F.. i � � e� G�� � � �! 1D W IM 6. AL PREFER 18' CRANE 10. ME WATERLINEAREA SMALL BE SLEEYFD pE RELOCATED PRIOR TO CCNSTI2UCOINi OF THE 1. SEPTIC TANK SHALL BE S,6}. REINFORCED EAMING H ME RIM SHALL BE 18• HERE PIPE 2. SEPTIC TANK SHALL BE CnPAAE OF WMSTANOINC H -ID RESERVE AREA OF NEf.MO) jq LOADING. 0.Yit. COMERCOMER3. ALLLIEH cWNmnoxs""° COMPETE CONSTRUCTOR V` MAX. SYSTEM PROFILE SMALL BE WATn01T. 4, WITHIN SMALL BE SCI. 4D PVC SND STALL BE LOCATED WMIN i2. OF TANK WAIL AND ACCf59BlE FROM TANK BENCHMARK SET NOT 1oSCA,E C04ER. 4' SOI. ADPVL d S FILL ALL UMISED WOCKOUIS WITH HYDRAULIC CEMENT, EL -ATOP F L=212 Fi. 4' CONCRETE SOUND A PROPERTY UNE 50.024 � EIEVAIION 20.22 NAVD - 1988 TOP FWNDAMQV FIRST %PE LENGTH SCHEDULE OF ELEVATIONS TO BE SET IEbfl, FINISH GRADE 10'-0EL 25SIt ` 25U1.0 PVC FOR MM. T 212'-245 S 10.5=0.02 4• SON, 40 PVC 4% IINWR ok OF TAT BUILDING = 22.10 B g 3 41MINW-e• VARIANCE REQUESTED v ::�R,.r r TANK (IN) = z+ so LOCATE DEPTH 1}} v v o v v v 4• INYFRT AT DIST. BOX (IN) = MM E INLET SEE J 1=9 e o v v v a- NVORT AT DST. BOX (OUT) SOME F p 5-8• O �_ I UNDER COl4R W1lET lm TOW OF YRRMWM b 1=C v v o e v v ` L W/WS SAPRLS 3' '10 ALLOW ME TOP CL FOUNDATION Tp BE IF55 MAN ME REWREO 2' ABOIE 1=C 1=E =F v H 3, HIGHEST PONT! M ROAD AS ROAD IS 50 FM AWAY FROM OYh]11XC. LEACHING ELEVATIONS AT COMING FAtlUTY: HIWEK PUNT IN MJTRCCO ROAD IS ELEVATION 320 DISTRIBUTOR 1]0 SEPARATION CInMBERS 6 HIGHEST PONT IN PINE HILL LANE (NOT WNSTRUCIED) IS ELEVATOR 45.2 WTH. SFPMC TANK BOX I 4- TE AT 1LEADING CAMBERS = 20.50 G (BR WT 21.50) U J ESTIMATED OF TEACHING CHAMBERS = 10.50 H CROSS-SECTION VIEW MAGNETIC REf1ECIM TAPE SNNJ, BE PRONDm ESTMAim SHGW (BOTTOM OF TESF PIT) ESTIMATED SMSIX4AL HIh4 GROUNDWATER 550 J PIAN yIEW IN ME TRENCH OVER ALL PRO PIPING r '1 New Home Plans 170 Driftwood Lane South Yarmouth, MA 02664 JULY 18,2018 - ISSUED FOR BIDDING AND CONSTRUCTION PURPOSES. TOWN OF YARWOUTH REVALLDFO MmlNeANDzm@a CODE LDmP6 ANCE, ERRORS OO GN 'S5'ON5W N0T KLIGVE THE APPIICANi ERQM THE RE5PON9BIL PMB9ILP COM'LR&CE MTE BIIILCING CFFICUL GOP �P�EMI i 1� 000JWN 31ItUCNRAL Nb 91028 ��g19 /7o�����w��� BLD-P� - 600/9/ a' -s 1/2° 4-9 1/2' 'I 4'-9 I/z' r -,O s/B• 7 -10 s/B° ZZ �Er"X - 'n dead FT A6w. Anchor Words prers W/ .N y Eg Smasen AIL NO WAR Try. comebin, as ursi c% o PE y F yn`-` A�n s neevn MWOTOP.o Whereas piew -/ 71 s/E• Sic 10'- • 4' -ID° 17'-S' 121'-8' LEBCER DHPIL IF OECRMOD6E WNNECTON IIII if L Prase Sima>,n Dint hold-downs 0 42' me, iyP ILII ___________ ___.i 2peeM kLpat b be alorlteA w/4'ledger Ad _ _ H T - - , o sore., 0 aP' n.e Typ S, SIJ r�2L=agnryeM u�wL� ----7 _- Z2r 3p n=p(6'. ulerpun w<Eenm ro>rA L_�_ _ _ __________ -- __- - a r..—==-- —r-- _ _ - } _ - Ice Pi 1 ePH �'-- I>Pa PwL L J -_—_ - - - - --- ----- I F am Pam -- eom PH Y4 7 - m l0'ege.1iRyEp N. on I II spot -F y M,.Alai c E under klahenImd, an III AI (Wings to rat on baseball GI III 1 III i'. 6 0 of min WW Pi horny Papery or ( FnJ. Wol! 31/PC el �I Slab on 12 x'. bopP kl Structural ore. '-31/2' parri Poor Sib an a �F 6 Mo POPYp Palmer on it ', AI rob YJCD PSIB20 days g § 6 Wl Poly VOPn fiumor m 6' , Min.Suspected Studied Fll P d double pals under of pard s. a Min. Compel Shunu¢I HI e i (1) how 102 bi por soon n 'yl h m6 p2 of beer I' Er �'� 9Trs ° A Aum lumber lumber mon /Wants MP1I a ire m Pa ___ b Ee PI. 12Saulhrn Yellow H e a bullar -F od�.•. P:odde E/6' 90 air+ mdW bobs B 32' owe. Tax r a r a 1U• r e'-] 1/6 8• `-11 D/9• 6'n )/e' - 1/8• 0'1 ]] xA 1 4 976 X, `--Y 7 An r� , ll Ma Also J `I I" -i _'� �E J - -- Is Re _ �) 13� n 2/e M ram u� A� ., (3) 13/a n /e Motors Ln 6 Pao _ _ (3) 13/I n /e rut N�, w A PN L J 1 11L J b ]/4� b-f�_ -_._ISI T' - T /,.. Up 14i d I' J L --J L J Won Pkt ' J __ __..I 1 J j �� ,I P 4 N Lady GI on ". 1`. 30 b 2 Go - -J - r - T'- (3)13p j1 /fivicalm�ui Marl uae /� 'ill Noting, gym. .. Car hil s Lt) 2' Garrard Noor Slob on F- L-, q J2 o 6 Mt, Po factor Ramer on 6' ® we /� . M (. Gmpone4 Buruml Mill ai d ��.,. -- L Sc boom PIPE - g 29G-1 1/2' o Gravell Filled / dome for 3/I/Flamee Me ° B. M'n. Gmpadi SWdiuml Flit I I / o II S3- ----- r w � _-_ 1P-0d/a. rfif 314' C-2- I'-91/3° J / es r n .ID' -31/2' Foundation Plan A-0 Scale: 1/4"=1'-0" , / gats. STANIUAD CONSTRUMON PASSAGE DOOR OPENINGS I. Profs Simpson RB ties B dary mpple Ivaco oaenan9 (inial sudden) fatce only], lop. 2 roson Alai to Prefer w/ 80 common ID in 5 regular 4rL pencern Nd 1y4 at II fromng studs red 3 &add (1) Smpson OA21 strop MY 1 heWo to jack cards (1 per jock A , In face any). Ise 4. Pm Aa (2) SimPan al holdums I Alae of sour I, iWW Foaten hWoxns to bun�iEcn�5/6':t] gay. steel anchor cars 12' from TYP Pro 3 O parte at each bolt, TYP OV£HILKEYFVN: 0 PIL CONCEPR, DESIGNS, IAYOUf 5 AND PIANS REPRESENEED BYTHG DRAWING AAE MMMOF SHOWCASE BUILDERS AND WERE DEVELOPED IXOUShAYFOR THIS vRaEcr. nowNlBNr aro BE USED FORANYOTHERFURPOSE WIDpIR WREREN CONSENEOFSHOWCA SE BUILDERS REYBIONk _. xo. Pare Et¢Ynlmox: 0 0 �DOF SYNH015: ODDORDIeANo OW+NDGwoTe4lrlc DWMSNG NUM®t SECTION SNEFTNIMMBt DRWMO H.IAefR OFTM SNfEr NIU/BBE 402 INIFP.IORfIfVA1AN6 3 01 ROOM NIAIB&/NMIf wAumEaawAulnq Thw WNL DfaDNG WALL-RD.Lll15 = aGSRPIG WAl1-RFAIONE PROIFR: NFWSRC N0115EPVllS FOR::.. Bass River Builders SPEC HOUSE 170 Driftwood Lane South Yarmoul6a MA 02664 MIN IEVfLMFA 2123 GROSS SF UPPERLEVR-ARFA 1941 GROSS S: TOTAL 4064 GROSS Sir I)l B33 SF. COVERED FOROR: me SIR BDPIUS ROOWILNTINISHEG: EVER 3llAGARAGf: 931 SP. SHfFPITTIE. . FOUNDATION PLAN SPIRE 1/ali Br tr1 SHEETNUNed: RDEFFi L. reA_ O fiw6lnrc 61RlICNIUI. No 01819 �D5 ry 11 DALE .11111,181 116 WORKING DRAWINGS 3e 3 I/z II II II I� Foundation Plan A-0 Scale: 1/4"=1'-0" , / gats. STANIUAD CONSTRUMON PASSAGE DOOR OPENINGS I. Profs Simpson RB ties B dary mpple Ivaco oaenan9 (inial sudden) fatce only], lop. 2 roson Alai to Prefer w/ 80 common ID in 5 regular 4rL pencern Nd 1y4 at II fromng studs red 3 &add (1) Smpson OA21 strop MY 1 heWo to jack cards (1 per jock A , In face any). Ise 4. Pm Aa (2) SimPan al holdums I Alae of sour I, iWW Foaten hWoxns to bun�iEcn�5/6':t] gay. steel anchor cars 12' from TYP Pro 3 O parte at each bolt, TYP OV£HILKEYFVN: 0 PIL CONCEPR, DESIGNS, IAYOUf 5 AND PIANS REPRESENEED BYTHG DRAWING AAE MMMOF SHOWCASE BUILDERS AND WERE DEVELOPED IXOUShAYFOR THIS vRaEcr. nowNlBNr aro BE USED FORANYOTHERFURPOSE WIDpIR WREREN CONSENEOFSHOWCA SE BUILDERS REYBIONk _. xo. Pare Et¢Ynlmox: 0 0 �DOF SYNH015: ODDORDIeANo OW+NDGwoTe4lrlc DWMSNG NUM®t SECTION SNEFTNIMMBt DRWMO H.IAefR OFTM SNfEr NIU/BBE 402 INIFP.IORfIfVA1AN6 3 01 ROOM NIAIB&/NMIf wAumEaawAulnq Thw WNL DfaDNG WALL-RD.Lll15 = aGSRPIG WAl1-RFAIONE PROIFR: NFWSRC N0115EPVllS FOR::.. Bass River Builders SPEC HOUSE 170 Driftwood Lane South Yarmoul6a MA 02664 MIN IEVfLMFA 2123 GROSS SF UPPERLEVR-ARFA 1941 GROSS S: TOTAL 4064 GROSS Sir I)l B33 SF. COVERED FOROR: me SIR BDPIUS ROOWILNTINISHEG: EVER 3llAGARAGf: 931 SP. SHfFPITTIE. . FOUNDATION PLAN SPIRE 1/ali Br tr1 SHEETNUNed: RDEFFi L. reA_ O fiw6lnrc 61RlICNIUI. No 01819 �D5 ry 11 DALE .11111,181 116 WORKING DRAWINGS 1 3/1 P E Blcmllom A'6 A-0 A'B A�9 A10 VE1tRcu o- noR¢ourAL wdurvc FOR ALL PLM 000 SHEATHING 1 Exlenr placed chain kkn to be hastened 3 on 25 00 gory. dry 3e p 6- o.c (field) dna 4• so (seems)I W.III 2. Black all horizontal seams lyp Deck 3s' -6'x 16-6'x I6' -u' A�11 58'-11 7/8' Y-0' -1 ' 10'- ' R-10' 17'-00 5-01 51-0. 2. 8' 2' 2" 0 8' 0 5 8 1/, 2816 imnmm 2618 imnmm 6-03/4° 5-9• 11'-9J/4• Equal Eql— 1 5 t/1 d 1/2' AE Local lom PSL Seem 10'-1 1/Y 21'-7 ]/0- 9'-0 5/8• _ _ _ : G'�e iemr res r �erm � - ]9611 2 f l 9611 LIE 3 1/2, 14 20E Po aINT. P51B A fired- fool r (fl hiFmmM) II _. Ir 6 IHirxln/e' a0E P muafi 6y� Books Mare x 1 TI I I eh Lou G gGrand Room o n R o Breakfast n > 164xI1'-9' NRoo Ila B i 1/Ya 14.20E ForcrAmn PR eepm (Rush F � .: oxn xWammlanhme� �BuPn 51/41,14' 2fE Parauam PSL Beim Mm '�qd 30-3 Ip M' ]3/411 5 & 1 ° N ? IMILL 5II so 01 an e Fever Ie Dining Room L P 5'-5 13-0us 11'-2•x IS -T i.0. IM ODR Maa d)Lai — r�} 65o 2e5 2e16 imnaom P616 i npm i 6Y� 5-B 6 J/4 /�//� 6'-8' 11'-9 3/4' 6�// GoVafed Porch 9.5' iJl 2b Woof .bista 0 I6' a.c. Ahwe �F--- rI�a PS• -.,,,� 0 \( 0/60 6 Fantry J"�/0- M�droom __y__ U �«de SW ]-21/2 1D11/2• 30-31111/2 II I� �1 Main Level Floor Plan A-1 Scale: 1/4"=1'-0" header 5'ee 6'1 orale I II 3 7/8 IT Porallom PSl R M rn angckface abuse ;mP'F Whom)annd ash pack to hanker ./ Lilll . strap, / 2 Unrest cash lack to WhomAl2. d" Edelen sheNhinY m header x/ 00 common nous in a drutor d ./SampsonSPI nneioe i porn ro Banca d 3 .o. at al'. thong surds and 3 Wnnect each long sxw to top plate aid iyp. InF1 I f 7�7s orjaaN spite / per jock atoE, inch fox any), iyp. LL a Master Suite " 14-10 MAL-- g - r ___-___ R - '---._. V-0 1/20 S-6 i/2' 2'-0 1/4. 3'-110 SNFAR WPLL SSW WALL 2-li6A � ED S c N 2 -N6 -B r Bath �M I 2 x � ke N. CI L 2816 imnmm 2618 imnmm 6-03/4° 5-9• 11'-9J/4• Equal Eql— 1 5 t/1 d 1/2' AE Local lom PSL Seem 10'-1 1/Y 21'-7 ]/0- 9'-0 5/8• _ _ _ : G'�e iemr res r �erm � - ]9611 2 f l 9611 LIE 3 1/2, 14 20E Po aINT. P51B A fired- fool r (fl hiFmmM) II _. Ir 6 IHirxln/e' a0E P muafi 6y� Books Mare x 1 TI I I eh Lou G gGrand Room o n R o Breakfast n > 164xI1'-9' NRoo Ila B i 1/Ya 14.20E ForcrAmn PR eepm (Rush F � .: oxn xWammlanhme� �BuPn 51/41,14' 2fE Parauam PSL Beim Mm '�qd 30-3 Ip M' ]3/411 5 & 1 ° N ? IMILL 5II so 01 an e Fever Ie Dining Room L P 5'-5 13-0us 11'-2•x IS -T i.0. IM ODR Maa d)Lai — r�} 65o 2e5 2e16 imnaom P616 i npm i 6Y� 5-B 6 J/4 /�//� 6'-8' 11'-9 3/4' 6�// GoVafed Porch 9.5' iJl 2b Woof .bista 0 I6' a.c. Ahwe �F--- rI�a PS• -.,,,� 0 \( 0/60 6 Fantry J"�/0- M�droom __y__ U �«de SW ]-21/2 1D11/2• 30-31111/2 II I� �1 Main Level Floor Plan A-1 Scale: 1/4"=1'-0" header 5'ee 6'1 orale I. Provide Oaken N9 ti¢ 0 every rn angckface abuse ;mP'F Whom)annd ash pack to hanker ./ Lilll . strap, / 2 Unrest cash lack to WhomAl2. d" Edelen sheNhinY m header x/ 00 common nous in a drutor d ./SampsonSPI nneioe i porn ro Banca d 3 .o. at al'. thong surds and 3 Wnnect each long sxw to top plate aid iyp. ./Smpson ILI connector iyp 3. Bono& (1) Slap LSTA21 somp Us v0mtt8n99 hinder tO (I orjaaN spite / per jock atoE, inch fox any), iyp. 3 1/2411' IN Pmollom PSL Boom Mare No Ba�seament Amar Ash oG• 12•Exlmsan Panel / / / } L 8 Sq� / " 6,6• ALL CONCEPTS, DESIGNS, LAYOUIS IfID .. FIANS REPRESENTED BY TH5 DRAWING ARE AND WWDEERE EREBhe OFSHOWCASEBUILDER$ VaOItD EKQUFO R THIS PROIECE. RMToBE USED FOANY OTHER ACISEW WRITTEN CONSENT OFSHOWCASE BUILDERS. REWSIONB NM Wm CLmCIll I[AaiDOFSYAtldS: ... .. ODOOISOPBRNG O1/,TifKNV OPBJPIG SECIMON G NIJAI l sECI1a SIDEi NUNHB! MAIL. GNLNIHR SHEEL SNEfiNW.®t 1 4O2 INRJOR EIEVATON$ J O/f�� ROOMNUW�R/N4Jf V WALLNPEBEEWALLTYpE% NEW WAa =rTNkGWALL-RHWNS ePL1140 WALL -RB/dJE IRORCE: NEW SPfCXOSISF MN$FOR: Bass River Builders SPEC HOUSE 170 Driftwood lane South YalmoA, MA 02664 M4N IEVELAREA 4148GROSSSF, UPPER aYa PRFA 1941 GROSSSF. TOTAU /D6/GR05S$F, DECK: 833 SF. COYNEDPORCH: BOB W. $ONUS ROONJUNFNI$HED: 8179. 9tAR GMAGE: 937W. WEETT184: MAIN LEVEL FLOOR PLAN SONE 1/,•-1•a $ UNW/Htfl: AY�RCBFAiL.� 1 • ♦ R � �sleucruau No sfaz9 )3 / DAT:: July18,A18 WORKING DRAWINGS VER➢GL I HORIIOMAL NAILNG FOR l� ALL PLY#= SHEATHING 1 t 1. E4' onp(g ggsM1eNhln99lo ba fos4nM o'B 24 ao. 2(elewnlsl TypN ®6' ac, (field) A_10 2 Block oll Aoreantol seams. Try. t A-11 V -0- 17P -B' ]' 0- 15'-B" 9'-1o" 6'-10° 1 1 7'-2 3/4" 12'-5 trials 2•_0• 5 2 3/4°2'_p" E-0 3/4' 6'-4 1/2 Nay) YJ ________J_� — 17F —7- EGRESS - EMS '-- -E x65— - -- I 54 me/snaxet N50 9 -Il 1/2' 3'-9 t/z 2-444 �1 9 A6 B -Set5-91/2 ^_ '/i / ear or 4 o W.I. CL IrI, JI/2- 54 me/snaxet N50 9 -Il 1/2' 3'-9 t/z 2-444 �1 9 A6 B -Set5-91/2 ^_ '/i / -ice_ 4 o W.I. CL IrI, JI/2- 7'-51/2-2-"'"2-Ir6-6RR 2-8fill-A I� (3) 3/4114"X�Lom 9 A6 B -Set5-91/2 ^_ '/i / JI/2- 7'-51/2-2-"'"2-Ir6-6RR 2-8fill-A 'W.Ik5 Bath de I Si 4m Area I! 9r94� L(j) 1 3/4a 14' 26E Bissell RL Loom Able 16 Fisrs /4 J /♦ 0 I5Ta6s 1 o La�rdpg IE Open wood Nil Open Arad Rail CO. 500 LOOR � Hs6-6 1-16-8 y B -� common oxrs1- Cement P / CJ. 2 6r8-0 2 -WB -e Br ® A,i Office it Stud rlilt m 12'-!53/4 8P-0. 6 9'y:. it I� G'-5 to H 5 x J/gcis. q o kAndMam [y -"OlI;/c• Moic sps Bond ta r 2.-3. 2._3. 2-3' 2.1 2-Y 2.-3. its, a'z .�', v)ie• , / /, // 3 0 3/a 4 6 4> 4 li 4 7 a 6 S 9 3/4 `C- � sz Zq, i ®' 3o'-31/2' �rlKRRe v s -61 tics 1,15 91 1 Upper Level Floor Plan A-2 Scale:'/4''=11-0" / / +y. zs• �I f�-- J'm /zz",S/o_ 4�6 Z�-J• ``` i 0 PUN NORTH ALL OON�PR, D61GN5, IAYOLIIS ANO %ANS REPRESENTED BY1HI5 DMWING ARE PROPERTY OF SHOWBOGE RURDERS MID WB.E DEVELOPED ORDU ml MR THRFROr.NOCONIEMRi TOBE UDFOR NO FUAPOSD 111111184 CONMOFSHOWGASE BUIIDI S. Bit. Mre oHAlrlpx: A UGENDOFSVNBOU: 0 OOOROPENMG OWROCOArOPe11N0 JaE CI NG SNLLWF0. sEC ON sxEFTNW/Bel OMWINGNUNEx f£TNL SHffrNLLVBeI 1 .402 RDEWOR MAI 3 01 ROOM NGMLat/NM4 OA --- WAU (WWIllME4 NEW WNL ERNNG WILL-RHANe _ _ _ EI1N14G WAIL-PDAarE PROIECF. NEW SRC XOUREPWiSfOR Bass River Builders SPEC HOUSE 170 Driftwood Lane South Yarmouth, MA 02664 m MAIN IEVELARFA: 2123 GROSSSF. UFRRTEYELARFA: 1941 GROSS P. TOTAL 4064 GROSS 7.. DEM ON 5F. COVERED Poll NO 5F. y\' BONLIS ROOMNMiNMROM 617SF. 3 CORGAIWGE: 937 SF. h WEETi1T1E UPPER LEVEL FLOOR PLAN 5(•uc 1/I•y41 9FM SXgTNU6'eeE flCBEAIL. - A_ eooaw - srRuctuRx rm. xlxzF F / WORKING DRAWINGS ^_ '/i / 2.-3. 2._3. 2-3' 2.1 2-Y 2.-3. its, a'z .�', v)ie• , / /, // 3 0 3/a 4 6 4> 4 li 4 7 a 6 S 9 3/4 `C- � sz Zq, i ®' 3o'-31/2' �rlKRRe v s -61 tics 1,15 91 1 Upper Level Floor Plan A-2 Scale:'/4''=11-0" / / +y. zs• �I f�-- J'm /zz",S/o_ 4�6 Z�-J• ``` i 0 PUN NORTH ALL OON�PR, D61GN5, IAYOLIIS ANO %ANS REPRESENTED BY1HI5 DMWING ARE PROPERTY OF SHOWBOGE RURDERS MID WB.E DEVELOPED ORDU ml MR THRFROr.NOCONIEMRi TOBE UDFOR NO FUAPOSD 111111184 CONMOFSHOWGASE BUIIDI S. Bit. Mre oHAlrlpx: A UGENDOFSVNBOU: 0 OOOROPENMG OWROCOArOPe11N0 JaE CI NG SNLLWF0. sEC ON sxEFTNW/Bel OMWINGNUNEx f£TNL SHffrNLLVBeI 1 .402 RDEWOR MAI 3 01 ROOM NGMLat/NM4 OA --- WAU (WWIllME4 NEW WNL ERNNG WILL-RHANe _ _ _ EI1N14G WAIL-PDAarE PROIECF. NEW SRC XOUREPWiSfOR Bass River Builders SPEC HOUSE 170 Driftwood Lane South Yarmouth, MA 02664 m MAIN IEVELARFA: 2123 GROSSSF. UFRRTEYELARFA: 1941 GROSS P. TOTAL 4064 GROSS 7.. DEM ON 5F. COVERED Poll NO 5F. y\' BONLIS ROOMNMiNMROM 617SF. 3 CORGAIWGE: 937 SF. h WEETi1T1E UPPER LEVEL FLOOR PLAN 5(•uc 1/I•y41 9FM SXgTNU6'eeE flCBEAIL. - A_ eooaw - srRuctuRx rm. xlxzF F / WORKING DRAWINGS A fi PI] A B A19 A110 F , IIS p 110'.12 PRCX 10:12 PMH J _ _ --------------------- _1 I e' M. I III I II li II I I I II @1 II I� F � I a e1 li e I I I I I I I i I I I I II I I n 1 b GONPNUOUS RIDGE CONRNUOUS RINE CON➢NUOUS RIDGE I I I I I V 1212 MG 1212 1212 1x12 1212 I I I I I I / cqy I I I I / 1 Roof Plan % A-3 Scale:1/A"=1'-0" �i- m ALL CONCEPR, DEvcNs,urours Mm FUNS REPRESEXaED BYlHlS DRAWING AtE PAOPERIYOF SHOWCASE RGIIDERS AND WERf DEVELOPED IXQUSfVELY FOR ml5 PROIECE. NO CONLEMnTO RE USED FORNJYof 0 V0WC SEMLQ E W ARIOJ CONSEM OF SHOV/fgSE BUIDDIS RFM1A0NS:. _. . NO. am 06DAPMX: 0 0 MONINI ODa0ft0I OWMWWOR@!0 ACE dV.WINGsN NM R SHfETNI'NLN9Ait DRAWING NDfMER DETM $HEEf NLLVBBI 402 RGNIMMI LYAMM6 3 D1 RODMNlIM9ER/NWE <A>— WALLlY,4ISEE W/LL1YP� Ni DRNMa WALL-RDA,dIAt ournm WAll-RFA1aM PRorttt: NEwsrcc HousEHua NN4 Bass River Builders SPEC HOUSE 170 Driftwood Lane South Yarmouth, MA 02664 MVNLEYELM - 24MORMSF, ILIM PMLMPA: 1911 GR=5F, TGTAI IDW GROSSW DEOC: Mg. COVERED PORCH: Me V. MINI ROMIUMNISHED: 6177. 3{A 0Mkaf: 9377. MII m@r1rllE ROOF PLAN 5 1/0=1'R -a SXEEi NJAY91: R06EML A_3 ,///1\` ♦ _ p� AVO) BWAAK `�SIPLCNR9L ''^ No ]IAO k WORKING DRAWINGS 1 lill A fi A) A 8 A 9 kedge Vent red.A tnu us A vM1rtecfuml Shln0lee, iyp 2 A z12 A �12 li Coni nu"os Rdge Vent iyp. 01012 Rall Pdch ArtM1Reduml Bh'n91¢s iyp. 12 14 14. 12 12 12p I2p I2p 120 12p 12p it ii Y iO. EL +i6 5 10921 Rml Pitch, _ �.. - ' C14:�12 Roof Rich 1P Rod Pitch,CIP.12 Roof Pdch 4 i.O.BOBF1➢OR . __ 2 _ — -1 -_. - . � ' 3650 Peso 2m (IIID i. IIQ� u� 1 _.._ _ ❑ ❑ — - -- n�fin _ R p a Ial O..O ow ie6 O 0 a" P9 ELT I it I I ----- -------------------------1------ I I I li I i II i I T.O. SUB z/a° li li li EL-e'a -- _...--_ ---- f --.--_-_..._ --- --- - - - 5 - —.-_. _ '=---------- --- --------------- ___ ___ ____---_------ (11111 --J/ II II II �I II �I Southwest Exterior Elevation (Partial) �� West Exterior Elevation (Partial) A-4 Scale:l/4"=1'-0" A-4 Scale:l/4"=1'-0" A-10 Lnnwuow Ridge Vent iYp. A¢AdeRuml Shln9ke, TYp. (coni Ridge Vent, Typ. MchiWCWmI SM1In91"s, iyp. /10 12 Roof PittM1 7 12 , 12 ' low Qm 4..2512 end Pdch /,25:12 Roof Pd EL FlB'-5' -_ u 2416 __ __ _� EGFEiS It -EGRESS 'I EGF£56 ECHE4 I EOAE4 EGRE99 m '_ _. mho smo - _ _ - — �_.- smo sreo ,Loo mm ,om 1 12 / 46 ?0. Fl a _ I Rnlaatl - s1m'wan � iifi`n 296'11 `a9i1i ' —. iiile ��' 1ee0P6`fl"d 1 II ,L i.O. w9FL00R W6p — F it e '10'8e concrete Per in Bs 6s°mee ypun ig"" II L. m —_— _.— Pill' .O-_ —_----_ 3 Northeast Exterior Elevation (Partial) A-4 Scale: 1/4"=1'-0" AD.CONCEPfS, DESIGNS, UYOURAND PUNS RLiRFSEMED BYTHIS DRAWING AAE PROPERrvOF SHOWCASE BUIIDfRS AND VrERf DEVEIDPED IXaUSfv1LY FOR THIS PRLUER. NO CONIEM LSro BE USED FORAMOTHERPURPOSE W9MOUF W Ra1e9 CONSEM OF SXOVTA9E BUIIDERB. REw510E& N0. MOM p6CNPllpk IEDENDOFSMl9(M5: -.. . ODWROP[NING ONINDDW OP@l111D DRAWMGEAIN3E0. SfCll0E1 SHfETNIWHGI dUN1NGNU'ARER DfTNL SHffTNIMtP 1 402 INIENOR ®EVAIM]NS J al Roots NlWEet, NNIE wNLmEWwNLTrvEy NEW WNL ENSDNG WNL�RIWM _ _ _ DOSIMO WNI-RENarE 10.01KT NEWSIFC XOUSEXAM FOR: Bass River Builders SPEC HOUSE 170 DriNwood Lane South Yarmouth, MA 02664 MNN IEVELAREA: 8129 GROSSSF. UPPERIEVELARFA: 19/1 GROSS V. 110TI1: 406/GROSS SF DEO(: 8395F. 00VER®FORa1: 3P8 3F. RONIG R00M/UNFlN6HE0: 817 W. 9GW OARIGE 9375F. SMEETTIIIE . EXTERIOR ELEVATION - SCAU:: SHFETNUNBf1C ti �FN,L � A-4 a RaD:IAR ' STiiuCNgAL No. e102A /q INIE July 1R, 2018 ...._. .. WORKING DRAWINGS aaiE AD.CONCEPfS, DESIGNS, UYOURAND PUNS RLiRFSEMED BYTHIS DRAWING AAE PROPERrvOF SHOWCASE BUIIDfRS AND VrERf DEVEIDPED IXaUSfv1LY FOR THIS PRLUER. NO CONIEM LSro BE USED FORAMOTHERPURPOSE W9MOUF W Ra1e9 CONSEM OF SXOVTA9E BUIIDERB. REw510E& N0. MOM p6CNPllpk IEDENDOFSMl9(M5: -.. . ODWROP[NING ONINDDW OP@l111D DRAWMGEAIN3E0. SfCll0E1 SHfETNIWHGI dUN1NGNU'ARER DfTNL SHffTNIMtP 1 402 INIENOR ®EVAIM]NS J al Roots NlWEet, NNIE wNLmEWwNLTrvEy NEW WNL ENSDNG WNL�RIWM _ _ _ DOSIMO WNI-RENarE 10.01KT NEWSIFC XOUSEXAM FOR: Bass River Builders SPEC HOUSE 170 DriNwood Lane South Yarmouth, MA 02664 MNN IEVELAREA: 8129 GROSSSF. UPPERIEVELARFA: 19/1 GROSS V. 110TI1: 406/GROSS SF DEO(: 8395F. 00VER®FORa1: 3P8 3F. RONIG R00M/UNFlN6HE0: 817 W. 9GW OARIGE 9375F. SMEETTIIIE . EXTERIOR ELEVATION - SCAU:: SHFETNUNBf1C ti �FN,L � A-4 a RaD:IAR ' STiiuCNgAL No. e102A /q INIE July 1R, 2018 ...._. .. WORKING DRAWINGS Continuous Rag Vent, iyp. Andhibi Sh' gfes iyp 01211 Roof Pi@A ' -- i.. ILI _. o' EGRESS 3050 12 m ted ,L TO. SOBFLOOR E E i.0. SIPS I South Exterior Elevation (Partial) A-5 Scale: 1/4"=1'-0" 10�/zz��10 / \- AW \\ \ \ AVA - ---------------� I I i ---------------------- WN E! 0:12 Roof Pltoh� 12 �Q 4.25 Continuous Ridge Vent, Typ.- AchinectundShingles, Tp.—,\o X4512 �M X1 Men 5:12 Roof Pito. REEGREE _ _ ❑ - - _ � iCR FLRFSS SS m ]ft50 P.W.Kf 3030 - ]050 E.O. SOBFL001 70. ME _ .. TO. SORFLOOA- E I, E I I -------- I v r.o. sue v ,L _—___—_—_—_______—_—_—___—_ ESL -8=I )/4" —_—_—_—_ 1 (2East Exterior Elevation (Partial) A-5 Scale: 1/4"=1'-0" i0. PUII h _ Q. +18'-5 ------I. ^ s Y Son Pone) 12 EMi ion m i.0. SUBHGOR iO PUiE _ I / \\ I __—__ \ 10.419 + --]]4 r moi— _S__� _-_il _. ,L TO, SuRFIf10R __- 10:12 Roof RtoM1 7 418 a Roof Rhi 1 1� 11'il ®Illl �� o it EM _ OYERVINfl'NN:. ..... 0 ALL CONCEPTS, DUll AYOU MD PLANS REPRESIROM Mi DMWING IRE PROPERLY OF SHOWME BUILDERS AND W®tf D LOPED D(WASMLY FOR TNa PROJECT. NO00NIBIf ntO RE USED FORANY 0INERPUPPOSEYRIFIOUL WRILIEN CONSfMOFSHOWGSE BUIIDERS. fill, 1,1111 111-R. ill I REABIfkE ... HO DOE DeSoRl NR: A 0 If Fri, IEGe4D a svnteol.F ODOOROPmR40 OWINWWOFBdIG OMVANO NUMBER SECIIOl1 SHBTNUNBB DMWING Ni DETM SHEETNLN108L 402 INIBIOREWAIRaM 3 01 RWIA NJMBF0./NMIf A� WU OYFEy4EW0 Tnl hil ll GBSRNO WNL-FFAWNS _ _ _ D6SIMG WNL-PEgYE P0.01ECn NPNSPECHGUSEMIM PoM... Bass River Builders SPEC HOUSE 170 Diftivood Lane South Yarmouth, MA 02664 AWN IEYELAREA: 21MGROSSSF. UPPBIIEVELAREA: 1941 GROSS W. TOM 4064 GROSS W. DEMS Mg. COVERED POROI: MSSF. Ell ROOMNNNNel l 817 SF. 3GVIGARIGE: 9895F. SNEUIRLI:...•.. EXTERIOR ELEVATION Ii011 114-1 SHf11'MiA C WF: A_5 WORKING DRAWINGS h � Role ------I. ^ s Y Son Pone) 12 EMi ion I I I \\ I __—__ \ 10.419 + --]]4 r moi— _S__� _-_il _. __- Southeast Exterior Elevation (Partial) orthwest Exterior Elevation (Partial) A-5 Scale: l/4"=1'-0" A-5 Scale:l/4"=1'-0" fi R1L - PWJW( ? + SIRUClUfinL / th 318R I i OYERVINfl'NN:. ..... 0 ALL CONCEPTS, DUll AYOU MD PLANS REPRESIROM Mi DMWING IRE PROPERLY OF SHOWME BUILDERS AND W®tf D LOPED D(WASMLY FOR TNa PROJECT. NO00NIBIf ntO RE USED FORANY 0INERPUPPOSEYRIFIOUL WRILIEN CONSfMOFSHOWGSE BUIIDERS. fill, 1,1111 111-R. ill I REABIfkE ... HO DOE DeSoRl NR: A 0 If Fri, IEGe4D a svnteol.F ODOOROPmR40 OWINWWOFBdIG OMVANO NUMBER SECIIOl1 SHBTNUNBB DMWING Ni DETM SHEETNLN108L 402 INIBIOREWAIRaM 3 01 RWIA NJMBF0./NMIf A� WU OYFEy4EW0 Tnl hil ll GBSRNO WNL-FFAWNS _ _ _ D6SIMG WNL-PEgYE P0.01ECn NPNSPECHGUSEMIM PoM... Bass River Builders SPEC HOUSE 170 Diftivood Lane South Yarmouth, MA 02664 AWN IEYELAREA: 21MGROSSSF. UPPBIIEVELAREA: 1941 GROSS W. TOM 4064 GROSS W. DEMS Mg. COVERED POROI: MSSF. Ell ROOMNNNNel l 817 SF. 3GVIGARIGE: 9895F. SNEUIRLI:...•.. EXTERIOR ELEVATION Ii011 114-1 SHf11'MiA C WF: A_5 WORKING DRAWINGS 01 O. PU1[ T U. NIO'-3 7/E" \ _ _ A i0 PU1E suRROOR IN UYR) TL�.N-T EO.DE'7RE SUB - Pc Vent, Try. e Pantlnmus PoAge, Typ. 12 w�10 Bedroom 2 �I Bath m 14' TJI 230 Wood Joists 0 16' OC Master Suite 21x6 rlo�A s'`"'lis'X.¢�� /y/ \, rs 4 (3) 13p1 uiamuam wt Beam 4' Nom. Lilly Can. on 30'1 Conerooting, fop. � R Basement Building Section A-6 Scale: 3/8"=1'-0" Roof Construction -AmN1:zMol ShiV13 Awl, (Typ.) -ISY Fent Awing Poler -1/27 MX Plywool goal -2,10 Rafters 0 IV ac ri Ceiling Constructic _M PON kaim r/ Vapor Be -1/2'C. Interior SlRVNing. Flo s ction -Faith Mor -3/4' W' Rpm u AttIC r4' TJI 230 wme Jai ' Gc -1/Y D o Ba. IntoGr Sh 'n Basement Shower Wall Construction wad SToo Wr0 (SM do q Owner) -ur ofil m 1/e Mewd Etl ao Shmlh' g 2d Word Steel 0 16 ith R21 MIleald MVpr Niger I/T Gyp E1 1 MthI g. VERTICAL & HOftIZOMAL NAILING FOR ALL PL1WpOD SHEATHING Gte'ar pNwood sheath'ny to be i st a w/ 25 e0 galy. nny no3 6 . (Bele) Dna 4 oc (seams) Typ 2 Block all hodmntvl saoms, Typ Pmaiae s/e' Dla. PeanaeeNo,) Floor Construction roan fbor (rade an try A:a) -3/4' TWO Plpaod SuoOom -2x12 Flow Joss 0 WOO. Slab Construction 4 (gni Floor goo —6 NI. pay Vapor Beer —V Nin k. gi sLufaml FlII m PWIlMDDII AILOONCEM, DESIGNS, 1,101011R AND , PIANS REPRESENTED b1i GRAYRNG ARE FROPEMOF SHOWCASE BUILDERS AND WERE DINELOeED SIO.USIVELY FOR 11H15 FROJECT. NO CONIBR 6 TO BE USED FOR ANY MER FUAPOSE WIDIOITO WRITTEN CONSENT OF SHOWCASE BUILDERS. REVLRONS: . NO. am Dr50UPBOR A A A A A A A 0 oi A— A- 0 —O DOOROFENING OWINDOWOFENBA3 dV.WINO NWElR SHEE SHEET NlR.4e1 DWYMNG FAIAVHI DEM WEETMB.T9 1 402 INI6YOR 9EYADDNS 91 ROOMNWABER/WANE V WA OrONEMWMTYTP3q NEWWM F19611N0 WAll-PDN)S EDSmIGWM-RDAOVE e3oEEers NIWFEC xousEvwsFax... Bass River Builders SPEC HOUSE 170 Driftwood Lane South Yarmouth, MA 02664 MAN LtVELAIEA 2123 GROSS SF LAMR LEVEL ARIA 1941 GROn TOTAL• 4064 GROSSSF UEC%: ME SF. COVFREOPORCH: 320 SIR BONUS ROOAVUNFIMRHED: 017 BE 3.OVl GARAGE: 937 SF. eT¢ET IDLE. BUILDING SECTIONS ! � swE: 3/nra R p VWNLMVEk RamRrL Bgragi /L — ` N a31829 no. 31829 �crMJ- . DATE JulPle,91Ne WORKING DRAWINGS 2'-6" 34•_6• ]'-10 1/2" F.O. Forming by F.O. Framing FO. Forming t0 F0. Forming Continuous Ridge Vent, op, ',... 202 Continuous Ridge, Tyu Roof Construction 12 12 nahnanumlmnglePont, gyp 10D �10 Roof Construction -152 Fed Rop Poyw+ - A Ward I S61ngN Rini, IT I _1/Y COX Plywmi 5hmllin9 -151 Felt Aaafi� Paper -2d0 Sri B 16' au (typ.) ! -1/2' COM Plpwd Shin 2xg RoRels 015. OYPJ 24 Led o OR as Ceiling Construction (3) 1 3/45 14" 20E Mcmllom LVL Boom 2xB king done 0 15 At 1 1149 BO Inmonan x/ Vapor BrrtJs -1/2' Ory. So. McAw Amlino. °' oil pep. 1 1 12 g}\O PaUAttic 425 vs�ra-n TU PUIE 'Ts� s s n�/ / vs s's syr yr ss�/V'V JiAr rs YY' rY _________ _—_—_—_—___—__ _—_—_— ___ —_—_—_ —_—_—_—_—___.—_— VElf�RTICAL So HORIZONTAL NAILING _Floor onstruction Fore All I=Lrw000 STARTLING" Bedroom W.I. Closet pen Area Q much ri r Aeso'on W Gener) - 1 I. Bridled plywood sheathing to be 3/4' TIG Byword anchor m 1 (aslened x/ 25 BO yoly. nng nails H' TA Wpel.bay 0 15 0.6do 5° aa. (Held) and 4 O.C. (seams), Tyr. -1/2' GVu M Interior Sit ' II 2. Block all h"rwnl"I seams, Typ. 12 TO Sl1DLCOR UPPER LEVEL) \ 10 6' 11. / ) 145 Till 230 Wood Joists 0 16" 0 14" iJl 230 Wood! &sk 0 16" 9.5' TS 250 WOA Judy 0 16' m. 1/2wx 7R 1 SO Parchm PSL Army E 3/0' Ethl 3/4114' 20E Vi LA RM don 3 1/20X11 )/5' 2.0E Pal EST Boom s Wall Construction m 5 Wwd Shrke pull(5NI br Nano) Master Suite ]LMoter BW.I. Closet Covered Porch Ar Victor kR i m o -1/2' Pywood Erle m Shoaling -24 Wok Studs 016' n hi _I� F- _.. R 21 Batt Inrvypmt wild Vapor Borne 1/Y Syn Bd In STmIWng tL �- compost column Ty. N 11 T.O. SOMOOR(WIN FOOL) - _- _— ------_—_--- -- EL ;FOR (Assumed) -rT�ipt " r, ° I�ly f\ ` 2012 N'Ir vasis..,an n>C \r A VV V' ,i T ..� 1 ° r rqi Y y 5 per °,��T� Provide 5/8° Dia (Gabanzed) anchor hods 0 32 ox, Typ (3) 1-3/41114/8" Ific a!Iom LVL Boom 6 6 6 6 r dun H Floor Construction RE Pan, LAY Col. on 30°x311117 Chip. Fmling, top. -Fmiah door (Spend A Owner) -3/4'TH %yxood Snapper -2712 floor days 16'00. Basement Basement Slab Construction -4' Gruels Flwr Slap -6 Mil. Poly Vapor Baffin -6" Nim cement StmcW.vl FII T.U. CONNER SVB C _ - Or n f_ Building Section A-7 Scale: 3/8"=1'-0" 0 PVN NORM PLANSDESIGNS,IAYOVESG ARE FERRfOFS OW A DRWNHSHOWCASE IREP E DEBOFSHOVIUSEBUILDERS AND WRRE DEVELOPED IXQU5IVELY FOR THDRORLT.NOMMFEaaTORE USED FORAM OTHER PURPOSE W IIHdR WRITTEN CONSENT OF SHOWCASE BUILDERS, REYEIONS:. M. W2 nf:FWPMk A A 0 lfG@lDOF6YN11015: .., .. , ODOCK OFa iw O'MNDOWOFUSIG NG SECTINN MY/R9l EC O SHFFTNW.'RER ORWANG NIP/RER DETAIL 6HRF NLIPA99t I 402 'NDiIOR MAIM 3 O/t� ROOM NIIMeeI/NM.'E WAa119ESIEWIILTWEE NEW WALL iNR010 WALL-RAUlF6 _ _ _ DFLMG WNL-RFAITR FRa .NEW RRCHWYNMLSNk Bass River Builders SPEC HOUSE 170 Ddlyhood Lana South Yarmouth, MA 02664 MAIN IEVELAREA: 2123 GROSSSF. LIPPER IEVELAE* 1941 OROS 7.. TOTAL 4064 GROSS SF. 'DEQ Maw. COVERED FORCE: 3211 SF. BONUS ROOMNNFlNI .. III 3.CARG/RAGE 9379. sHRTTnI:...- BUILDING SECTIONS SCAa: W.R.O. nF 9 UNLW . �fu H BER l A- 7 OGDd!A% n ' 3TF:Y',URn. Aa. ]1873 / /3�1Q M1F: Eery 1R.�IR .. 6 WORKING DRAWINGS —_ TEL#10137/6' SEL I/6#9' -I I/B" 11111111111M 2._6, Roof Construction AMdctuml B irdle Rob of -1q FA marked Paper -1/219% Pyxerd dour -2x10 Rofle s 0162 we. (Typ.) 12 25t rfi 1 Bedroom2 6 ' v T 14" TJI 230 Wood dol& 0 16° SO Lr3 1/2x11 7/6" 2oE PamlRm PSL Beam Master Suite us 0 777 7 % vT 1,(�m,1iT.Flyo 9¢ais^® o:c rN i:. ==s -- (3) I-3/4"xII-7/6° Miamllom LYL £ 4° Nom ory Col. on 30Mdo"x12" Cont, Fedng lyp.— Basement 41'-10 1/2' Continuous Ridge Vent, Typ. 2x12 Continuous Ridge, Typ. 2 12 OD �10 Ties 0 16" ox. 1 3/4"x 14" 20E RamPam LVL Beam Attic W.I. Closet Open Area Building Section A-8 Scale: 3/8"=1'-0" 14° TJI 230 Wood Joists 0 16. OTC Basement W.I. Closet Fneh roar (Elected RA P,ner) 3/4' had swoon Si I4" TJI ON Wood douR R I6' 1/2' Gyp. B6 latero sheoO:iN. Covered Porch Provide 51 To (Camanlzesi anchor bolts 0 32 o.c, Typ. Roof Construction AMifier Sancti Rod, (IVR) -ISP rat Rwrm9 Paler -1/2" COw Py L Bromide 4T -6- -'s" ' 6° -lila ROHers ® 16' ou. nor CO. Frame he F.D. Fmme Ceiling Construction -a,fi Giong Trade 0 Is' me. -R49 Bell ImuNbe x/ Vapor Beim Continuous Rdge Vet, Tys -1/2" TeR OL Wend ShVint Set Conferees Rdge, Typ. 12 12Dbo-°'�9 warnman' NP.6 Hsureone 0 �® Ra or equal, ttYR) �c6' P• T__$__Rumdmsd6"�� EL NB -5'_ JW 111 0 Floor Construction - Hash R (Selection w Oki _ 3/4' TGG Py, d B IRoor 95, TJI a Wand dust 0 160 o.c. R-Jd BIR I ala' M Vapor Bonier LW diOGDoing f iO 7117W1(ZIPPER MEL) +Io'ae V 95' TJI 23O Wood Joirm 016' os. 3 1/2"x 7' 1& Fnlollere PA Boom 1314'x8" San Mandate Tri Rim Joist Wall Construction VERTICAL be HORIZONTAL NauNO Wood shake 3dIn9 (RoIruton be Owner) FOR ALL PLYWOOD SHEA11HIM —Air Inflldotim Basis 1. Exterior//pplSound sheeting to be —1/2 Purpose coder ea1hing goced(fwe M 0gam. rang one -26 Road Studs ds 0few ox. wiR ) . (seams), Typ. R-21 BOR Ispulrred w Vopw Bodes 2. Black all homental moms, Typ. -1/2 qR Ed, order ShedAlngs transport column, Ti of 11. -Finish Floor (kled'mn 4 Owls) -3/4' TGG Choi Sudan -202 Rum Jaiste 0 TV U. Slab Construction —4' ec:mne House -6 M. Poy Roper man -6' Mr. Compodet Structural IT 0 PWN NORTH ALL CONO'P131 DESIGNS, LAYOUTS AND F NNS REPRESENTED BY 1X15 DRAWING AREPROPEMOFSHOWCASEBUILDERS AND WERE DEVELOPED E1IUSI9ELY FOR 1HIS PROJECT. NO CONIENTRTO BE USED FOR ANY OTHER PURFOSE WITHIXrt WRrr11EJ COMEM OF SHOWROOM! BLUBBERS. REYLAON& NOR CAM 0L°CXPIYJN: A AL A ZL 0 ins LEGEND OFSYAegS: 0 DOOR OPENING OWINDOWO IM SECTION! NUNEER FCi SHEEINUAeHe MAWINGNIMeER DEWL SMETNLN@8t 402 N,EEOR EUBRATIM 3 of ROOM NUAIBE0./NM•E <p>— WNLTYPERE:WNLTYPIES) NOW WNL E1491MG WNL. RD.VR-R _ _ _ EOSIINO WALL-PEAOVE I0.05Cr: NEW SPKXWSFENRidC Bass River Builders SPEC HOUSE 170 Driftwood lane South Yarmouth, MA 02664 AWN IEVELIREN 2123GROSSSF. UPPERIEVELAAEN 1941 GROSS SIR TOTAL 4064 GROSS SF. DEO(: B335F. COVERED PORall 32E SF. BONUS ROOAVIINFlNI51i B195F. 3LVlGARAGE: 937 SF. $iEE1 TIME BUILDING SECTIONS BONE 9/E -1'd Nq Vq'r�+SPIE:TNUAR&: FOBFRi L. �g rNolLarc 3TRP1 1 �L _ RUC➢I Older) .( / MTF: M/1B•2.OIB / WORKING DRAWINGS TO. T.O. OCNCRUE awe EL -8'-7 3/Y 42 2.4• 41'-10 1/2" F.O. Framing to F.O. Framing Olinums Ridge Vet, Top. 2d2 Conlinums Ridge, Top. 1 12 12 10D Q10 Roof Construction -MdlecWml Sh I Rm( Trp) -151 T21 Naafiig Poper -1/2' did Moi S add -2f10 RAteo B IV are Oge) I Ceiling Construction 2x6lies ®16" o.0 -M Cak'mg Joints B 160 via. 10 12 ROOF P11C� (3) 1 31ex 14° 20E Iinmllam LVL Bmm 449 Bob Thi lAEn x/V�r Bonier -1/' op. ST Internet Sheathing. 1hsd ®T5 at- Attic VERIICN. &HORIZONTAL NAILING FOR ALL PLOY' a SHEATHING 1 Glen or plywood sheath ng to do imtF w/ 2E 80 goDo ng noM 0 L ixY /Y\ 1, 1/y VV v v^' 'TVNr Ty i° v, ,e E'n.c (rele)ane4 as (e ama)Try 2-Bbck+MF hormtoFsenTs-Tye (2) MR Beam (Up-SaQ _ _ _ __ —'3_—_ (3) 1J/4"x14^ Mlcrollam LVL Beam (Up -Set) S it r Bedroom 3 Both Open Area Floor Consiructlar6, Floor Construction —p— F h nmr (smenaa M draw F 1M R� (e�mBn ny owner) d �R d/4' TWO PS= SuNoor 3/1' TOB PlywooE Sodhax-noErgineered Wood JorcM 0 TV be. -14' Td 210 Wmtl Jo1ffi 016° Ob 1 ' -R36 gory Insulation with Vopor Wonder -1/Y lj'p. 6d. Interim Sheolhing. -Iw grand TEN OBTEW fdiA: 6. 14° TJI 2W Wood Joists D 16" 0.0 - - r 14' 111 1il0 W d J xts 0 16' 0.0 J % r y ° / ) L v �/ �_. 95' all 230 Webb Ants 0 IV oc 3 11 ]' IBE Porallam PSL Bram J 1/7x 4 2CF Parm PSL_%_Qr 1 _ 1 3/1 20E xwMm M Rim Jd4 (Rack Framed) s �t� Wall Construction Mand Room ¢. Fo Covered Forch Waad shake sang(sel�ion N ml�l -zr 1nfiAreL:n Banner - I/Y -21 Wood SEEMSM1 IMng 60 1 eh R-21 BAT Indiana Vkh sopor Banner 1/2' Gyp AT Inlnor Standard. tl _ Penncasl mWmn Typ. of IL ( ,,� r � ��/y J v kVA 1aa e ®/9'd °L� F / ' /'1 �, 'VT✓✓` 1 °'V/ 2xt2 Fa?.... ,. °. .... .. Provide 8/8° Bid. (Bolvao'zed) 1 a' ~anchor .< Typ - 6 11-7/8^ Mmrmmm Ln sramhole D 3z n' V am. Lail, cal. an nor Construction do 10"x17 Cono Footing, In.. Fdeh Bar Relation dy owner) 31e TWO Flynwl SuMloor \�' 902 flet data 0 IV 0C. row Basement Basementis0 Slab Construction 4' conned Bmr Slob 6 MI. Poly Vapor Banner -6' Nh. compctd Structural Fill .., -- 1 Buildinq Section A-9 Scale: 3/8"=1'-0" (D NAN NODH ALL CON M, MGM LWOM AND FWJB RENIESENLED BY MIS DMV NG ARE PROFERIY OF SHOWCASE BUILDERS AND WERE DEYEC)?ED IS(CWSNELY FOR THIS PROJECT. NO CONTENT IS TO BE USED MR ANY OTHER PURPOSE WITHOUT W OMEN CONSEM OF SHOWCASE BUILDERS. RFM1GONL: Na. ME DECAIP1pN: 0 0 IEGFNDOFSYMBpS: ODDORGPB-0iG OVAI4DOW oveaxR M ANG NJNBfN SHfETNIM9i& DMWNG NIMaBI DEal SHEETNW.®9t I 402 BaFRC)k FILVAILONS 3 91 ROOMNUMBa/NM4 41 WALLTTf BEE WNLTYP* m NEWWNL DOmIG WNL-IDLNTB _ _ _ FLSIING WAL.RfM(Y.E ROLECT: NEWWCHd6EPVM Bass River Builders SPEC HOUSE 170 Driftwood Lane South Yarmouth, MA 02664 hi IFVELARFAS 2128 GROSS SF. UWBLL LAREA: 1941 GROSS 7.. TOTAL 4064 GROSS SF. DECK: 833 SF. CMV POR : 828 SE BONUS ROOMAINFINISHED: 817 SF. 3.OSROMAGE: 9375F. SHffTmlf: .... BUILDING SECTIONS Sol B/B'=1b OFI � AIEfTNUTABER: fiOBFAR L��� A_9 BpgnIAK 61PUCiUIVY Mo.31 ]9 �i .� DAm A;h1e,2a1e WORKING DRAWINGS OT.O. PWE _I T0. SUBFIWR (UPPER LEVEL) EL 11/B° ,111. PNT _ - -� EL 4-I 1/8' TV Ti 1%1 Wood Jdiele 0 C. 3 /Sr i° 1 H Totaled P 1 3/4'04' 20E IComllam - CEO SUBfL00R (H4M EL RO-0' (m anh d - -DCS NCRE/ SUB 1 12 6D Roof Construction -1/1 Cox F Shingle Roof 019) -15) Feld Red Facer -1/2' COI pyo T oA un -2AB Ralten 0 16' ac (dry.) a z�= Bath 39'-5 1/4' E.C. Forming to F.O. Framing /� 2e6 Tu 0 160 ox.— (3) e.(3) 1 3/4'x 14' ME 6craled I ' Attic Land in ,oR6nuous Ridge Vend, Top, Ix12 ConCnuonz Rddge, Try. 12 s�10 12 425 143 TJI 230 Wood Joists ® 16' 0,C 14 TJI 260 Wood Joists 0 16" OD r T F 5 1/401 2.0E Pal PSL Boom (Flush Framed) S I ry � N Pwdr. Breakfast (3) 1-3/4'xv-7/8' HmrmMd LN. Beem 4" Had, i Col. an 30'v3Vi Conc. Forking, tep. — Basement 1 I Buildinq Section 0.-10 I Scale: 3/811—IT-011 Basement a Roof Construction -Arthlxlural 316g1e Raof, (trod -151 To Rmnng Paper -1/2' CN Plyeel Sam ing -2tl0 Aoftm 016' a.c Ory.) Ceiling Construction -M6 Palling Josh 0 16' On. -RQ lett Initiated x/ Vapor leire -1/4°@p. ed. lmerior Thai Floor Construction -Finish Her Sabi G1 Mne) -3/4' TAG Ply,ed Su61Na -le TJI PID Wei data 0 IV 0C –1/2' Goa Bd, hannor Sooting. II Wall Construction haceytls'�6'a�i ccnaT -N're Isong" Bonier -1/E' "'a" Fdena SMihing -&6 Wood SWda 0 16' o.0 mM A-11 flat assal ran etlM1 Vop,r Barin -I/Y n9 B61ri@mm SM1eoIM1y. VERTICAL k HORROMAL NNIING rare ALL PLrvroao SHEATHING I Exteror plyrvood sheath n9 to be la9enetl w/ 25 80 qo,v nng no is 6' oa (anal antl a' oc (eearaa) Trp 2 Bloak all hor'mntol moms Typ. Pmvide 5/8" 01a. (Gaboviaetl) _ anchor halts D 32 o.c, Top. Floor Construction Hnian Floor (SSIeNdn by Min) -3/4' M Poison Tanker -Me tear Jadt 6 12" 0.1 Slab Construction 4 mt Conerek roar SI:b -6 Nil. Pah VOInr earner -6' Ill. Udpotled Structural FIT 0 PW4NdIIH ALL CONCTFI3, DESIGNS, EAYOM AND F W3 REPRESENIED 1Y1N13 DRAWING ME PROPERTY OF SHOWGSE WILDERS AND WERE DEYEl01ED EXQJgSWFM FOR THIS FP.OJECI. NO CONIBi16 TO BE WED FOR ANY SIT WAPOSE YADICKA W RniBl C0E6EM OF MOWCASE EMLERS. RPA9oI6: IRS. wre oacIll A ZL A 4 L WIMND OF STY06: ODoolt q OW41D0•NOFBAIG DR moN1R/BFR Will www EHEETIMIBFa DRAWMO NDAlBt DnM SHEn NIM'e[R 402 RDEAo2 eEVAT10145 3 DI RDON NGNealW E V WALLTYIE REE WwLTe9EA NEW WALL eds11NG WAe. filMR6 eR3DN0 WAe. FQgh VROIECr: NEW SIEC H0113EflM6F03: Bass River Builders SPEC HOUSE 170 Driftwood Ione South Yonnouth, MA 02664 Mi IEVELARFA 2123 GROSS SF, DFFER I£VELARFA 1941 GROSSSF. ME& 4D34GROSSSF DIM 8335F. COVERED FORM 3" F. BONUS R00MNN6NMR181 0175F. 3 COR GAIROGE: IgRim TIRE ,. ... BUILDING SECTIONS SCALE: 9/k=1'4i deal SNFn NDMeeI: (-7 AM/ \s 0 Than16RS DAIS: Juh1e,4D,3 WORKING DRAWINGS Roof Construction -Achkalcal A'Aa lRod,(El -15/ rtlt R P r -1/2' W Ood ¢,,,olhmg --200 hoped ®Ifi tau. _0TO.T PWE EL +16-0 1/ir ,A TO. PM _ wo _ m T.O. SCBMOR (UPPER LEEl --_—_ R.}10-31/8 _-- drA TE _,�__ A lea. GaNBaE>E sue F.O. priming to F.O. Framing i hous RCge Vet,Comm�uGus Riefs. Tyn 2 10 1 Buill Section A-11 Scale:3/8"=1'-0" Bedroom '3 Grand Room Basement .,.......y .,._....... 2S0 Caviling do par 0 I6' at. 449 Aar declared w/ inner hardier -1/2'k 9d. Intekr SheoLLRg. Roof Construction Arehk,Wed Sol Rod BEP.) 15r Fal France Paper 1/2' N% Popcorn Seems; With RaRem B Ie' oc coded with 2' Sryebam Wife Vets 230 High Barely Bit InrvlpXa w/ of Barrer -2X4 rumng 0 w on To—F Cons— ruction -woad Shake adds (SnMbn W Oru) -Nr Epinal Rale -1/2' Friend Glelur ShooN6y -2X6 Wood Stan 0 Ifi' or. whin R-21 Bfi Insblion Who tops Bonier -1/2' Gyp, R Nene Slelkng. Floor Construction -n ien Flom (Sheorad P Owner) -31e AG PBwoo] pioneer -14' T9230 Wood d YN 016' OC 1/Y Rile R. interior Rssini Wall Construction Wood throw SC g (Steno W timer) fiatR a 1/2 Blacked forinkfor Shah ng a6 Wood Studs ®I6 i with F-21 M Ii with Vider When I/2 Gyp. Up Floods Store. WFLOAL id HORIZONTAL NAILING FOR ALL PLYWOOD SHEATHING 1 Gle for pry hod sheath ny to ha fastened x/ 25 EO gal ning nails 8 C a< (field) and 4 Pa. (seams), ryp. 2 Block all bammntal seems, TOP. Plei 5/E' oke (Gdroamend) anchor bolts 0 32 a.c., TyP. Floor Construction Fred Fear (Were by Owner) 1/4' At; Plywood SAW -207 per Look 0 IV O.C. Slab Construction Core-reN Flw Slob 6 an, Pay Vapor War 6' Nin dompld S1atNal FII 17F-40 F.O. Framing to F.O. Forming decencies Rings vend hi 1 3/4'X14' 20E reached LV 12 45psor s ce TO. PNiE f Add res 015'ac. sid_ Attic Area EL -10 1/2' F.D. Framing to E0. traning =1, 12 �12 F.O. priming to F.O. Framing i hous RCge Vet,Comm�uGus Riefs. Tyn 2 10 1 Buill Section A-11 Scale:3/8"=1'-0" Bedroom '3 Grand Room Basement .,.......y .,._....... 2S0 Caviling do par 0 I6' at. 449 Aar declared w/ inner hardier -1/2'k 9d. Intekr SheoLLRg. Roof Construction Arehk,Wed Sol Rod BEP.) 15r Fal France Paper 1/2' N% Popcorn Seems; With RaRem B Ie' oc coded with 2' Sryebam Wife Vets 230 High Barely Bit InrvlpXa w/ of Barrer -2X4 rumng 0 w on To—F Cons— ruction -woad Shake adds (SnMbn W Oru) -Nr Epinal Rale -1/2' Friend Glelur ShooN6y -2X6 Wood Stan 0 Ifi' or. whin R-21 Bfi Insblion Who tops Bonier -1/2' Gyp, R Nene Slelkng. Floor Construction -n ien Flom (Sheorad P Owner) -31e AG PBwoo] pioneer -14' T9230 Wood d YN 016' OC 1/Y Rile R. interior Rssini Wall Construction Wood throw SC g (Steno W timer) fiatR a 1/2 Blacked forinkfor Shah ng a6 Wood Studs ®I6 i with F-21 M Ii with Vider When I/2 Gyp. Up Floods Store. WFLOAL id HORIZONTAL NAILING FOR ALL PLYWOOD SHEATHING 1 Gle for pry hod sheath ny to ha fastened x/ 25 EO gal ning nails 8 C a< (field) and 4 Pa. (seams), ryp. 2 Block all bammntal seems, TOP. Plei 5/E' oke (Gdroamend) anchor bolts 0 32 a.c., TyP. Floor Construction Fred Fear (Were by Owner) 1/4' At; Plywood SAW -207 per Look 0 IV O.C. Slab Construction Core-reN Flw Slob 6 an, Pay Vapor War 6' Nin dompld S1atNal FII 17F-40 F.O. Framing to F.O. Forming decencies Rings vend hi 1 3/4'X14' 20E reached LV 12 45psor s ce TO. PNiE f Add res 015'ac. sid_ Attic Area EL UUI �UIIJO UbIIVII Plyvwd Sudloar 'rJ B Waotl Jolds 0 16' 0 - p. leeia Snmlhing -I 1 Wo dwwhOIC �— ci Id Ea w D4 Gary.) - Y EL. -10 1/2' F.D. Framing to E0. traning 12 �12 — - Roof Construction 3 LION i I SE Barrell PSL RanI -Irchktual SHm* Red Gyp) - -- --- to 00P,0 APope— 1 3/414' 20E Xmmb LK Rm kM -1/Y Ns Pi Poi J_ _— _-2XID BmXls O lE o,a. l 12 UUI �UIIJO UbIIVII Plyvwd Sudloar 'rJ B Waotl Jolds 0 16' 0 - p. leeia Snmlhing -I 1 Wo dwwhOIC �— ci Id Ea w D4 Gary.) - Y EL. 1/8" — 95 rA 230 Wei Sol 0 IV at — - 3 LION i I SE Barrell PSL RanI - -- --- 1 3/414' 20E Xmmb LK Rm kM concede op.l 11. Covered _PermCml Mud Rm. Laundr Porch yyall Consu tion � —� -Week Ford Sno ( nation by nor) a' Forehand & '. I -� nil ming I,PlywoodEA. al w �1 an B Ido' N water Ruler 1/ an Ed. all Wing. .D. susNnoR (B.1P; LCL)_- — _ ELS-0•(eass+1mM) — . . Rvl2 �'wb}bg `W'9 c`, r,n/�✓� ,�/ +'� Prodide 5/8V D isIGolvai anchor It032 Dc,, TAP _ do _ HEN Construction _ <Fred a Bear repotan Nne) 2 3/4' T&A Plywad Partner -a12 Floor does 0 16' 0.0, war LEI e Basement ic Slab Construction g,• ;.� 4Concept Floor Sob 6 NL Pay Voila flamer -6' or Compact SNuaael RI A TO. COIIAtEIE SUS °pr. _ iEnci, g d""---- --_ - FE— E - ... i 2 Buildin Section A-11 Scale: 3/8"=1'-011 OYERHLREVPVIie-.. m IV24 NDRIH NLCON(ZPIS,o61GIS,lAYOIIISNA PIANS REPRESMED BYTHR DRAWING AP.E Well IYOI)PIED SEWIILIEPS REAM DEYEIOPEDEXO-US TO BE R WE MRCF.NTCON194FENTOBE USED FORANYOTHERPURPOSEWIIW E W AITIEN CONSEM OF EHONCISE Rl11UJERS RDISIONE X0. W1E XfSCAPh9X' 4 A A A 0 0 SAS asmmx 0 OOORCRB@!a OWINWW OI@IMO DRAWING NDARR sE6.TION 91EETNIIARft DV.WING NINRER ht— DEFA6 RREr NIIAM 402 0i MMAM 3 01 RDOAI NUNEER/NARK <q>— WAUTPEORWABUTYPE9 . NEWWIll WSIIFIG WALL. 11100ig _ _ _ FRISRNO WALL -RB.IDVf PAOlFCT; NEW SPK HOLL9f ILINSFGk Bass River Builders SPEC HOUSE 170 DAwood Lane South Yarmouth, MA 02664 MAIN IEVELAREA 21M GROSSSF. UPPERIEVEI.AR - 1941 GROSS W. TOTAL 4061 GRCYl DKK: 899 Sr COVEREDPORCH: ORNI BONEIS ROOMIUNFINISHED: 817 5. 9{M GARAGE: 931 Spelif BUILDING SECTIONS SONE 3/9•.1.4 SNffT FRJARBR A-1 l DAPS hM IBr2018 WORKING DRAWINGS OYERNl Yi1'IVN: ... m PVN NORM NLCONCEPR, DESIGNS, UYOVRPND P 1111M SRFDRAWING ARE PROVEMOFSHOWCASE Bllla)e5 AND W ERE DEVELOPED ES OC W SIYELY FOR IRISPROJECT.NOCOW 5TOBE USMFORNA'O RPIERPOSEWIIN WRa1EN CONSEW OF SHOWCASE BILAMERS, No. CAL RSCRIPII]X: 0 0 0 0 27'-O° 26-6° Q E0. Frame to F.O. Frame F.O. Frame to F.O. Frame a Gntlnuus Ridge Vent, Try . CanSnuaus Rid? Val, Pop. 1 S/4°x V 20E Mar LVL Ridge I J/416' 2DE Irani Left Ridge 0 12 Ceiling Construction �1z Ceil'mg Construction 14D 12 -A49 BOX Fsulab':n of Saw Barrer -2x6 GTtngn�hlim®w16Vvlp, Pvmv Q — 1 aB Ceiling Zi 0 16' o.c p 1/Y Gyp. M Inl¢rvr SheOhkg. -I/Y GO Bd senior Sheoting. ®6 oa 45 Roof Construction p1xTTy "" �— Amhlagall Carl Rgi Qyp) 151 Fell Rmnng Paper % IEODJD Oi SYA@OPS: /2' COX Beyond Sheral 1 LIO Fell 0 IV led / O ,�T,O. PIAIE t._, F Lit x �Y 'TyoPsis�N6"o`4. _ � —_�_ with 7 Slyraloom Raffle Vis r(V/ . �'n4'n. & 16 e" b An r Lk yF S ( S' ` EL H� 6'-01/2' J r+. _ _ H4 Firm; 016'so�-jrrnal Fat --F�7O 'ar - WINWWORIING 1 ,,�'�,", �' . 1/2.1 m. Inter« Creating (2) a12 Boom (up -sed) Q — _ � _ — _ _ M"NDNLL4RR SHEFFNL9!9BE Unfinished Floor Construction Unfinished Floor ConstruCilon� e Fdrn Rmr (kM'nn M Re G �a1a n� Certain by hwna) rNwiaa (tonus KM. I Sin; Tx Fldl 1;oor I'sanas Km. -31C T66 Memo Sabnaor 1 200 Wood Joge 016 a.v. -2x10 Wood Mob 0 Ib' 6.c 403 IMPNOR MALIONt - ado 5/6' Type OK* Road Gyp Ed Sheeting ov DO 51C Far win Road trip B6 Sheadmir boc o J ®,nv �`sS® Bt wJOMNUAYFA/NN/f � ar F o -'Si. rani N2S Nunimne las m agent A WNLIYPF WN1 i.0. sOBFIUIR UPPER aVEL � 9 g0�1 � lY� N VERTICAL k HOR110�(TFL ryAIt�NG _ L P YWOOD SHUTHING EL +1D' 3 ] E° FOR AL L V / am VFOR A_&11 - NEW WNL —_—_—_ 's Ink, .S' ,'') .1. �/ 'V-Cx, ,� tri. "\% " li �Al;. L V 'i/�� t, /,ir - FOR au FLrwG�oo�srva Hr"ate —. y ( ri_'T7,. ', I `�':./ /,( ''1.-`� __ + i ) lir;' /'/ %'r,: 1. Extenor prygaad snlathng to be r _ leal A/ 25 ED 361v nng ands ® D1NNa WALL-RDN86 LD_,L P12iE_ ( = 1 Etanor wC-scroeoIDng to�INISC -- ----'— --- -- --- -- -- - �FNIb}es94'kz{Was (¢a --- EriSIMG WNI-REAYT4 1 in 6" o.<. (field) and�4 o c �seoms) Lyp, G` 2 Ela k all honZorn al seams, TyR. — — — 2 Block all horizontal seams Top (5) 1-3/4'x 20 MXmmpam LUL Beam royal Wall Construction s Wall Construction 5/E' Type "xP Fall top, Bt on silly S na5rg. i ooa SM1Ae Sldmg (seleFiOn M Pnm) -Wmd shakek M (Seaumn 4 orae) -N fY ti Comer A' Iltol' &ag 1/2 PA+ d FAen SM Nrg 1/Y Plywwd SeelSheolh'n9 Real -2an W o] Studs 0 16' on eirm M Wood StAs B 16 i with R-21 Be 1 la0 't Vapor B s A-21 B H 1 t h Vapor Palmer �/0 Type me* Avlet GO. Bd. InteriorSM1eotln9 -5/' type x Rated Gyp. Ba. Inmdor Shooting 3—Car Garage 3 -Car Garage Slab Construction Slab Construction 4 Conanda Floor Bob -1' Loraete Floor site -6 IF Po3y Vow 6 Y PCo_Oro �dEStrarluml FI�rder aV Ym Fempodeed75he ve nl 1.B. sIDPLaBR (VAN LEva)-------------------'------- - - -- - � -------------------------- ----- -- --- aa +0'-0' (Apparel- lo�da 5/8 o°on°ivp. � �L , FoundSke ation CoalN N� � (rats de /8 U narrR� �e Flower nen nem straction /E' anchor Construction / Foundation Con ation ls, Is Was PROJECT NEWSPEC HOUSEA.VISNR ,. — --- — — — --- -- --- --- — — — — --- --- — — —— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -- - Bass River Builders SPEC HOUSE 170 Driftwood Lane 1 Building Section 2 Building Section Southvormouth,MA02664 A-12 Scale: 3/811=1' 011 A-12 Scale: 3/8"=1'-0" MAIN ILVELN - 2123 GROSS7 UPPER ILYELAREA 1941 GROSSSF. TOTN: 4064 GROSS 7.. DEO::. 833 SF. COVERED PCOM 928 SF. BONt15 ROONNNNMSHM 817 SF. 3FCAR GARAGE: 9379. SNtETIMF:.. ..,.. BUILDING SECTIONS SCALE are' -Fa ''q SNEFF NIM®fR L LFC.OU LJIAttR A L +�+ tU.3i@3 5c P9 wIE naFle, mte WORKING DRAWINGS