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"f'f-I�cK�r�D S LAg �NV�rz �"�r�2.co2 St�x:.t� ��M NTH I(a ZOlO -A 012- T-'o UTA IG, ✓ I L' 3/ '/y o 5; ILL F' 3 '_.. -`� SILL cxtc P'`4 2" U► I DE�C�P..pU�-J D . - �- •- �,��;_�,�� E O REVISIONS 3 DATE OR BY .............. DESCRIPTION , ' ems! U r SIZE .T-O .........: ........... FixED Ili 94 T .................. ( �NvWN c�a 3�4 ' 1 46rr" !„t{p„-Tr--c DATE OF ISSUE I Dr I -T- M I-4 Oa By �K er �'-er-C LC75 rT 4 2 — 1/4- 40 4 L,51?, t �. ►� . t� D 1 G f' �� SCALE z Fp- 1., 1,d.T0 1Z 11/Z �Z N v c a P I>F:u p LiG• �C max. "-/ DRAWING NUMBER p- 4 _ .._._ _..._..__. ....._.._._....._._..... SHEET'S O r NEB_' METEIz FNGLUSu � Np.l-►- k 4- J-,w TY"PEE- Iz21 Z4g::;> Y Ac MACE _ _ CIS 4!�Stz AU I .c� "r N Bch L-� O`H ►-1 U� I N C. t I E-W L-0A � CIE_ 0/4,D C- NTE_ . --- } lfJ /♦♦ {yj/j�/ r N E_ vI l_.T- F_ K E. N C- ?.. r^ C SQL a�L i ARCHITECTS ENGINEERS ! I � _-- ---- © - . (�N T-RAGTo11�,TIZ5 Ha!�N•L;C L..E �s-cx-�1Z17 I N�� '� PLANNERS ' r7pvP 4ITH CDmm, Lfjf ► nsecnusotts I R f✓5 P o I�1 S� �,L� -�o iZ. AI.-I, �AC.�K,G+�iZl.��S- ,; (617)87e-6223 ^ � (61 4 a72-6723 � ii � ,-ti � P!l�.tQ � ✓ 4�. l.,r r�C.'i'f�/�'f I C.`� Vfr l`I'F'� '(I�G t�T E"��i G, ICI PROJECT NUMBER �. A C ITT L;3 K �� I I � I « ; iy C-� {t GL'.-+ �5©I"�'�� �'�";r'9'•)C� �V 11 M`;I'tiJ.u i�j luIA/,I° U Y a>:.CJR; " A ou T>.r-r. ITC off' r"I �, boW �e,�1 'E A-'u RE, ff- L u,4�)T *` F; F �- # I 5 '((r . L C� A L l� A45 AVV W I rtN t I� % "C 2 - 2. �, ! I G ,�CG�a50 ; ` ;`t` 'r :. l.r.,� MAC I lJ N ;- �/ PUBLIC- 1ELEYHC1NE ---- - c.-T rz, CA L_ c_o N.; A LTca s H A ' CvNTK I 1 A Ns+ F R. ', c>N v K t t � 01 AN, ' FUI. i. F' (2C%N�v �._. �� T j �J i LAYO l� R �� o � R l� �J C_� 1 "T ;Q T N E IvA,i\ -_ J1 N i ,tX /r '�`< � PLC M LE IDS fA NC-t- ti FEAT SYST _1� . T E .sG J l)N f: 1 D Te ,�. f _— , ��-- Env N l�A 5 .--I,A L, f�, I --- J EC_E Ste . L ! do .a A I�1 D C-�:..�c::7 CID I °."_. `,ll T'}-! C c� c I, f S f�:Y I C T S IT E i i t I CC h' J rT ,z- /�- c -- I i�i,:- r U f1 C-_ 7 H F I N s7A - L.L I To E�.C-H P O M P i I - l_ `A ► ► CON 0 F /A Lt_ NEC_ts5AF Y I ^'- fl MAT IZIq� A,5t�c._iA-rep NTH i S ALL.. f-Qoj P N F_N-r S Ho W KJ o Iv P1N G t_1 U;U t�c SS N oT f:� cam-H� - �J WE Ct► N GA U _ _ ------ �'_(? A C KT ! K 70 L_ I�� ;-; 7 - _ k-n HEAD ff r- -1 _ -# IZ I - 12 CAN D . 1� - �_K L EX <EC_F `1-Ac_ E Z Ivr ' ! - K I X U H D oK REVISIONS S C � U �. ," DATE DR&Y Y F' LT A? ` , �.J ., �.P•�1 P� "T A �o �.1 >� A I. -r TF c> Iv T�s T'Y 14� .................. ............. : DESCRIPTION . C' I S METEE Too A '�'�A► r� KKR I _ x- T� LI.7 , 4- C2 C i - ZDK I oca -l�. I J O ~~V y c-. o - I_T �. c, L �+- ,r-� �u-�'L�'r" r............. jl1� -- - G .� J N C_7-i C N 13OX SY r k C AT lu 0. V H - G C IL- ' I� ................. ... _ (p G� ti............: !`'I CT E F " 1. �' C 1 PATE OF ISIMP 1 OR 8Y +CK lt'I 'c PHOTO C E- L. l_ - I P\ I A C-1 R A i 6 AVAt4G NVUSER $H ET #! C . M.U. NOTES I ;LL C rl �E µ'r41.L.r�, cti,LI_ UC fFORCED IN ACCORDAUCE WITH THC MINIt-tUM R'EJNFORC: IHC-' PP.OVI-JON.'; OF TILE MASSACHUSETTS BUILDING CODE SECTION 716 5 ,M0 EECTIUN 1, 51 1 VERTICAL REINFORCEMENT SHALL BE : # 4 CAR-, MA►.XIPil111 `PACING = '0" 0 C . 05 ,EAF� , 1-I1,YIMUr'1 SPACING: = 3z" O . C . MACE 06 Bi�R� , MAXIMUM SPACING - 44 " O . C . INC. #7 PARS , t1A IMUM SPACING = 45" O . C . i H0RI -..01`1TAL RC INFORCEtIENT :HALL PE I18 WIRE STANDARD DUROWALL , CONTINUOUS TRUSS TYPE REINFORCED WITH DEFORMED SIDE WIRES AT 1&,4 ON CENTER E'.C£PT AS NOTED ARCHITECTS ONLY THOSE CELLS TO RECEIVE VERTICAL REINFORCEMENT SHALL BE CONCRETED . ENGINEERS -- - - - - ---- - L►NLLSS NOTED OTHEP-1 ,-L CONCRETE STRENGTH TO BE 2 , 500 p S . i . AT 28 PLANNERS i 1)A , _ I I ii i II ji I I 3 . DOWF1.5 TO IIATCH ',LALL RE111170FCEMENT 51ZE AND LOCATION . SHALL EE Norwell PRO%'ILED !Pl THE FOUNDATION '+'ALLS , EYCEPT AS OTHERWISE NOTED . Massachusetts 4 . F01, = M U '�.'t,LL LOC,;TlONS cj:E: PL,'1rI5 , t'OR DIMENSIONS SEE 1`,RC;HITECTURAL (617)678-6223 617 47 GI�� J .�.�' �,�-� l 1 2-6223 — k' t I DRAWINGS 5 . ALL OPENING` IN C N U WP. LI.:? THAT 24" IN EITHER DIRF--'TION SHALL PROJECT NUMMER - R5 At1UJTlO PIA L E1F�R7 011 ALL S1P£S OF 0PCNIt1G EYTEIIDIPIG 24 " BEYOND COFiNER5 OF OPEP11r'1G VA to C�� � � � 'I I �i t 6 . PFt'11' 10e 1 - 115 (MINI1,I01 SIZE),' VERTICAL REINFORCING BAR FtCLLI' GROUTED A7" �� u�-�(aNl ,�.i.' ���/r4T�OM,?�.J •'�'� i �� ( � END :'FLL Cif ALL 1�I5CONTIr)[IOU ' WALLS �I 0��' '!r.) J � C�i4`!'tJ/V� p I ; GI10UT FOR VERTICAL PLOCK WA[- L REINFORCEMENT AND BOND 4EANS SHALL BE 2 i I ► I �' M _0 C011CRL'TC WITH A MINIMUM C017PRE-SIVE STRENGTH OF S , 000 p . s i . 5AT(_IM : �SVr�T(?t�,, ; [00 GYM„ eCT i � r � � - 1 �. rQ�INLal.l Il11'_BETE NOTEa_Vf 1 . _ PRET,D FlC?T [1`1 GO SHALL BEAR ON UNDISTURBED SOfi FI.11 It1G AN ALLOWABLE --r - -_ _ ____ — - GEAR I N G CA PAC' !TY OF TWO ( 2 ) TONS PER SOUA.RC FnU7 IC�P • a� — - - — - - -- -- �_ . _..) � . IF 8FA RING MATERIALS WOITH LOWER BEARING -CAPACITY THAN Tt�J17 TONS PE ' I SOLIARE TOOT ARE ENCOUNTERED AT THE SPECIFIED ELEVATIONS , TH� pC2iM��C12 1=ouMDAT Oh I�ALi_ . ,I 1/NDF:RLYING UNSUITABLE PIATFRIAL SHALL BE REMOVED AND REPLACED WITH GMU 7Uftit�T(ON OK cCIITAIJLE IIA,TCRIAL TO VE APPROVED BY THE ENGINEER 3 THE t NClPIf EF? ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE Llb' URFACE' CONDITIONS . �r -�C5 �j�,i� �� RAY hi1-1 FOI;NDATIt.N SHALL BE PLACED IN WATER OR ON FROZEN GROUND . 5 FOOTINGS 5)IALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED, N( 6 BACKFI LL UNDER ANY PORTION CIF THE BUILDING SHALL PF. COMPA( TED IN 6" t<r_--� C. 011-I .l_ p I N015:N `J)t>N' � (,�I! (��-t F�cI�,•.;#'t. LAN S . LIFTS OF ► 5Sy COMPACTED GRAVEL AS APPROVED BY THE ENGINEER . �i..A�iS ��'H� IL.L. Gc>VF-XN ' BACKFILL NO OND SLI1pE ARE WALLS ( FRI� UNTIL PERMANENT STRUCTURAL SUPPORTS MED FLOORS E III PLACE . 8 CONCRETE tA10RK, SHALL CONFORM TO "BUILDING CODE RCOUIREMCNTS FOR _ REINFORCED CONCRETE" ( ACI 31: 8- 77 ) AND "SPECIFICATIONS FOR STRUCTURAL CONCRETEFOR BUILDINGS" (ACI 301- 7-7 ) 9 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3 , 000 P s . 1 . AT e-4 m I/Y/2-*� j I - -`" "` 28 UAIS WITH A MAXIMUM SLUMP OF 4 INCHES ARID AIR ENTRAINMENT OF 4 TO • } I ��(,(, � wit c ��' �L� - ( '� 6':, THE USE OF CALC. UM CHLORIDE IS 140T RECOMMENDED. PROVIDE PROPER CONCRETE PROTECTION OR HEAT IN COLD WEATHER AND NAINTA,IN PROPER CURING PROCEDURES III ACCORDANCE WITH THE A . C . I ! 0 . STEEL REINFORCEMENT SHALL CONFORM TO A. -,T. ,K. 61, , GRADE 60 . 11 . ALL CONCRETE SLAFS PLACED ON GROUND SHALL BE RCIPIFORCED WITH Oyt)-tdl . 4:�IJ1 . 4 ( 10x10) WELDED WIRE FABRIC . WELDED WIRE FABRIC RL'1NFORCEMEPJT SHALL CONFORM TO A . S . T.M. A165 , AND SHALL LAP 6" MINIMUM TYP LINT�I.t. T� 131=/ i�' �'3 (1R OPIE SPACE, WHICHEVER IS LARGER , AND SHALL BE: WIRED TOGETHER . - —,- — - �', �� �ALI`-t CL j 07-4;, 5�D� ill . WHERE; CONTINLiOUS BARS ARE CALLED FOR THEY SHALL �� RUN COUTINUOUSLY AROUND CORNERS AND P OKED AT " DISCONTINUOUS' ENDS . LAIS SHALL CD A NECESSARY . HALLBE ,40BAR rDIAMETERr UNLES3HOOTHERWISE � i SHOWN .13 . INSTALLATION OP REINFORCEME SHALL BE COMPLETED '' LEAST 21 HOURS : . � I� I{`. , i PRIOR TO SCHEDULED CO cRETE' PLAC ENT. OTIFY CH CT `OF COMPLETION AT FEAST 24 HOURS PR;Oq TO SCMDULED COMPS t IO QF PLACEMENT OF RF.JtJFORCEt'tENT. r ' '• I 14. ALL FOUNDATION WALL� SHALL BE:, BRACED, DURING BACTFILLING AND TANTING OPFRAT ONSw l IS- Z11 UT O BE NON-SH P104-•tICTALLIC Wt`'x'!-I A k1j4I !1'JI CClfVRt3-3v't'' _s MiP ��`��- ,# ! -TRbrrTM OF 5 , 000 p . s AT 26 DAYS . rrl r6.j ALL REIMFORCIWG BARSSHALL BE COLD 5Z~NT 114 111C:C:C?�'�,� F;, �'17H TN� ,ir'RO4'.�R Ilk �'_oI`J(j �'.. Am i I ', ,RAQ ( ! £S�'ARLISHED BY THE: AM£RJCA. CrN►:RETE ,,+q,5 !'FtIT#, . UNDER NCI ." CONDITIONS !"HALL HEAT CE PPPLIED TO TJE^ BASIS TO OQTA,IN iz1Et'IDS . . �7 1.� c I= " r 1 0 C4,t `ATE ( ' 0 : UTL. t1%A-1 g- 'e(, r Er,)1-CO _X _ - Y {., 1 U�-C� . --x X �r MI P�} ' ; C� IQo' o'� i X - __. ---- 777 ,max• � ' ��, . r // r44F /�i�,�f - �/ r I ,. �. _. / /l , 611 Ja-Ave L S V(-,G ri /�/I/!«�!t/ r/ / /l 1✓---� /�'= /%` "�l'/�/tr- f r'/ .J �'�/ . /,r /' t /i REVISIONS \\ 1 I ( Not DATE OR BY i 1 DESCRIPTION Wit, W AAr� r_TE U . `. --�f C. -� 2 )T ,off' d FAT - - -- � r lL� DATE OF ISSUE I DR BY CK BY S C A l E ?ti DRAWING NUMBER txretr 061- COQ (ate SHEET ; OF __R_O M- FINISH SG E D U L.E. _ RM ROOM _ FLOOR BASE WALL __CF.1L1RG-_. _. REMARKS ND_. 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