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HomeMy WebLinkAbout0 Tobey Way 0032.03-17-1986.Washington Farm Estates-Resident Accessory Building.001 I, - r I E PN pu / :2 CI 11-- 11 IL m F Fl - -if I w �H�r -ro► tir ,T,�T� ; R s�D N�= 1 - -' �.5 ?'i 'SL ING �Nfi!5rN All rJ A LAor ON LY on D,t 4, AV �1 -J 3r 48960. _ 15 p0 r 0� 4) 54'_pr 36 �., Oi g ,ON 3 'la,oo. 11p 21 � N 8 T z �O °. 39 t -40 r o r a _ 0 i o i ! r � i P� 00 N .,-a, • ' •�° •-'s or fro + tt !► - - - - � 'ram/ � ' = r jo - 1 1 110.(\00. 19 10 LO o' q'h j 1. RIGHT ` 426 60' b — — _ 11 r 04' / _ --N 8�`- �'- 22" W � -_ --- WAY I -- 1241 + � 44.14' Jam` r�[J 100 00Y -- - -- r00.00 Wl t24 42' UJ 1 'Sgr � tJ o�p , 1 / an ` C:) C2 o o 0 J I + z �� �� lip .i tW.00 { dP.+ �a� — - 29 � v _ .2 1 40 00' ram+ .. 34 2 Lq LOT 1 C NcTr T1-1E GOWN TF2 . R: 110 'SO QO' RE'3r[ NT�A1_ SON cw {{� -- 41'7. 8 ( U G (�).role' tab° ., oQ t< 6e6 5 3 REVISION SHEET NO. . NO. DATE DESCRIPTION SHEE T TITLE JOB NO. SCALE DATE 1111 \- ur n_1 :1 � r A66C.4::�lA.--L)W IqEFTI W.-,, Qa)M \ >�F� 1 1 uP �IJLL �a.Fr�M�ti1T I`rJ>" SHU W t`( . 1J� i�1'1.11� u �DDDD1DrDDI D Di DD D D D DDDD D AKrA `f�I-TA- Asa p _ I I 'S U9-=- -MIDI L PI WG fO1C .Kr<I7MA70. - L6LUNl-Y 7 1 , � n , y Z 8 - /qu 0 1 12 -9 't 12-9 , 4 r L / ; ►=� ..5- _ { PIE9 Sy 01K R 1 I 4 i ( ' r l ,e '> 1 I 4''1D11GR�t6 'St.�++3 ulu(� el/ N l 2 I Y 11 6,1 6 1 qlo W EWec� W 11L FAQ 12V- 4 --- '�t i � t An .000 (10V4 >� .__ __ _. _ 4 1tit/ 3 4 6A4ti E+W. 1. I , � .� w. C �_ .. -,i I 9� Go+jC, 5� E.I�FvuC� — �lt1N, e>r°►`� PldFt, f ' { , I 1 I ' I ►I 6x6 '9ip tD F%WIW, AOA>k 6Y .., l I 16 d Yes t i I j I 1 -0 AC5.o x 180 I L Ijai, FKAI11►1G, 15Y Ot it 11 `� C� IS`�QL 6 3'4 Yz" � \ vEaT,� -Y y8 -1� — ► Q Ad NCr(E� i�P►ftATt✓ vr!/A+pG H �b5 �Q LDLA,iiOU S OF ,�' D�I,L aPEN 1 NG S a� , Sz BP.L vl10 C1 4C w, All foundation Work shall conform to the Massachusetts LPt9D Wl F,#439IL Building Code. R i The foundation Drawings shell be used and coordinated With the Arehitectursii Mechanical , Electrical , and • ti � _�__ _ Plumbing Drawings. All Insertst anchor baits, drainsP sleve%i depressions, and accessory items shell be properly loeatedo provided and placed. / --V—J" - FOUNDATIONS 44 �Rll E 1. All footings shell beer .on undisturbed natural dense soil 1 . All concrete shall have a minimum 28 day compressive I /�--L.1-0 I �/ having a minimum Daring capacity of 4 tons Per square strength of 3.UU© psi 2. All steel relnforcement %haII be Inspected and approved I r�f,�l-N .I� JG�iW► �' Q —" 2. No beckllll shall be placed until the concrete has by the owner or his designated representative prior to attained 70% of Its design Compressive strength , placing concrete . GON'ilw uc� 3. All backflil shall be clean and shall be compacted to 95X 3. All penetrations through concrete slabs and wails shall of Its maximum wet density. be sleeved. 4. The thickness of footings sha ' I be Increased as necessary 4. All grout under base Plates shall have a minimum to reach adequate bearing strata. compressive strength of 8,UUU psi , 5. Sol at bottom of footings and foundations shell be Inspected by the Architect prior to pouring any concrete. w_ P William H. Rowe & Associates W A H Ih�L'i"T 0 N FA RM E STAT E S Architects and Engineers Three h leton Street Boston, Massachusetts OOB NO FOUNDATION PLAN CALE AS NOTED ATE MARCH 17 I`6b r , s I / c""'e � cr •7�j a_ f � 0 �I II� 11 �r - r 4 j _ d ov �� '- c �_ C '1 V III ' Project i 1 \. Wc to n Farm \ _ Estates Qarnstahle (West Hyannlsport) Massachusetts o \ � i Client- N KAAQ Enterprises, Inc 275 Westem Ave.,Camhridge MA 02139 WALKER KLUESING DESIGN GROUP I ARCHITECTURE •SITE PLANNING•URBAN DESIGN ° /j�,�� J • b7 ` 144 LINCOLN STREET,BOSTON,MASSACHUSETTS 02111 USA(617)350-7276 o � G _ I �i - < - 5 II0 05 ' 5� �n/ / ��,00') fir% I M\ -37 1717 10 KI -- I o \ Date No. Description By Revisions- Sheet Title I I / �i- _ Project No.. Sheet Number. Date �_�7_ _T� Scale• I 1 — Drawn By. \��� ✓� Checked B 7 �, - � '_ \ c1'"'I!� I I �!-a✓, _ i Ur" \ I I - _=J i (i 1 � 4 ---zr 1 _t>f4 4- F CAL Li Ll -- - - -- Ej DO t-J I--�It�J�Ta►.J M �T�-1' 'S Ib� "` _ L1� L,II LPI N4G . ��: - C44i_Y I { t A C� 1 � � I / � Au Au El Ll u I. r I I F iI i �.t 1 � { F'" Ll LEI-111DIL-1 -1 _ I IZ I WT it I � I ; W�Hi'`�����.� ���j �-�'sT�1-.� R�+��:.N� �-�'S`.�c�,'Y` �..►5� �-i...►►t..��i1���. �.. © L -fop' PVUQl , - i � ( \A j f � y I / Al P�i- owl IZ 1 ll \ It Me 41 , I ' \ _ 40,7 �Qrt� 4;-r+�, �t so x ►. � : �.--� z S Gam. `_"'sT� -�` Eju 3zS4,4G Fo L,AT iota IO�VC. It ^9 - try - �,1�t►a r�',-�, p+.� �a :�pw! w tut FV 100 �tzsc ki 4, 1 ear LZM��/t�MUmrry G-PD a ' - ! \0ujV !�cT CdG , To gut t�� �E� �vfiuntil dA-TuM TA66►J Wo►✓IAe- = 1I4/FT .on- Mi ti C Qt�t.Ft�l� V fJyEZ �Ew _ CO bblt✓ FAC�1 UT`;' I ; T t P4dTci To OE 1,0,Dt- wA7-Ep-T,�41- /l -T D l ,� '�► : _ I ✓ 1Oil�`1 T / � E t_v-T Z GIVI L �t, l�fiti.c��� � A 1-t'!`yr.d.►-�T�I lvd 'Ptbs.., �vv�i ?�h � � t Z LOT tit.��t�� - ------