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HomeMy WebLinkAbout0297 NORTH STREET - 25133 1100F ToP UN/T4 /Zrol TD AW.4piYG AW4.,6 T yAam. _ ,W I I i a 1 j ❑� ' i i i Lj I� , x r r ❑ Grl mac. ra 10 _+ wv : I i Grp pN , I I 1 s a I I i ." : I I , i { , 4 F < , I i li I TI-111�D 00/1i f Z- (f TITICA L A 14**-/ N-2 - 2 j o - � .ELEVATO/z I ' ?j4s�MEN7 v N E X C ;c1 V A T E D f Ri �F�ED AR�h,�T a�No.1665 0 O STQfv SHAM.MASS. ;'� ���" PSSj t ' DIMNAZ ASSOCIATES ARCHITECTURE PLANNING i i 'R J • )n AS�ME i �ff L T 1 CAL �L � Al _ T��.J/�l�l�� /y� �. . � VIUA6� MAKFV--+r-Ti FLAC� 5 T19 - 83 S C'q LF a '/ � " / v C 'MKT}- e5TE:IIF-NS ST"QJ,I REV. HYA HNIS, MA ., PROD- NO. D W'G, D I S C R I P T I O N: D W'G. NO. AsF M�rir �� 't P I Z o FIIIIIIIII, �il it'—GT lZ I GAL,- ['(i { - P.�V►l.v t M Gs t-►'�, 2 • E�2 r-G T/Z G <11--4 7' nd/'lF UN/T5 . rYPIC A c. - /% lZ10-FF_2 To lillaA rIN& D w'G, C�j ;Dl-) 141 UP , I I ' 4 — —i _ -- p1Pti ON. - - - ! I—_ �- - - _- ---1 _ _fit - _ l S ca +-- 1 •. — _— a �_.�_ - - - - - r r'. 4 r i � � �l,�•; r r i I I O � i -06 : - - - - - I + fA LJ ILI' 1 -1 ; 1 M I — -- — t I 1�/17 ZZ211c-67,//cll-1 z /111-A2 I � 9C.44Z /Cal„ 1 /Y07T' �57 3 Tati r_ e - - -- - � ; I �^�• I ,tom T.A i L Am. I I f LEVATo/L uI El ��RED AR��j s T 1 I \\ O y 5 AO O a No. 166 I I � I —1 — — � �• ' 4'� I t _ �� �O STON SHAM. � � III I• � @� rH Of MP'G'DIMNAZ ASSOCIATES ARCHITECTURE PLANNING I I 1 I i - �— ' • MAIN ST. , STONEHAM , • 1C�Z, /2,A)Y �l /�e f 1 �+ �/V DATE SG/l -A�is;b NOI�7�4 �' �TEVFNS T'S.a REV. I-+YI�NN►S, MAC., PROD- NO. DWG, DISCRIPTION. -��7� DW'G. NO. j�AN — rf>U1l.DINC-, NOS . E�3 NOTE : (7) 3 7"1 14E.AT P[ "Fw2 TO 8E LOW50 1N "WUr^6 -- — - - t i -I � 1 r - 1 I • .I I - j , i At I I _ 1 - fr _ , - 1 1 i Ir • 1 iIi I i ' I _ C� �L�CT/Z/GA� S�lL✓�G� - � I --------------- Tn-- 7-7 ne IF dill I Al 1; �V. MA[N. w E k' No. 1665 0 V .fl STON CH AM. �� I MASS. �F'94 IH OF MPS I iENr� DIM AZ SSOC E PLANNING ARCHITECTURE VUACir MArl4rTF[Aa 5 - lq -85 �� C...Lr�., �I NL.��� � � �� Jam. NoRT�I gTEVENS ST'S•, REV. IBM PROD. NO. DWG. DISCRIPTION: DW'G. NO. • _- __ -�1-tG'tt►L"_!•N:dT pU�lp UNITS - T1'Plcra 1. _ I I u I t t Y I i lei _ p ry 1 t /I Lai z _ter uP• r.. I ......_.__'-. �' :1 — '#•' I.I P. t s � v' • , � i 1 LJ 13 F , QD FLH I .y 11 e - _ ' p} 5 4 4 i I r , 1 I 1 I i nALLi I � / CH y � I , 1 w t , I , 1 I i RVk Ata ! 711 - tl 99/ 1 Z., �A To p a N►T S - R G*WL'Tv } TI N b 4W�5 T`f P►Ga L I , � I - I , I I � t 1 � I I I � i I I � r I , --= - —(——Y -- i , , , k --- i — T- 1 I ( ��`�No.1665 : ! i STONEHAM. - — ._ _..__....._. — ..— MASS. J ' 5 I i F q(TH OF M �J Al I : , • X ' _ , _ I i I 1 . i I 111 „?'Y : y 1 i 1 i .. , {p I DIMNAZ ASSOCIATES ; CT URE PLANNING ARCHITE I i DATE VU46� HAIW-UFLAZ 5 - 19 -83 zf—�Z'/_.,r. G /� !` �,L� LJ �'�-/� �l — L i� �`/ C� NOR TN 4 STrvp Ns 15 Rev. _ -VA WYANNIS, MA ,) PROD. NO. DW'G, DISCRIPTION: DW'G. NO. -- ibTip I ---- S I 57-AIF\5 UTI L ITY 1,M. i _ } L_ 41 f f I � 3 � x A�F-A _x -I r . t i -- —----- — --- I OFFICF ANF-AL1/ t pI T. , L DbBY ,\ Off lCf- Al? 0- 4 1 f j Rf-TAIL UNF-XCAVATF-p - N10 (4 2/Z TON U- T �Vr1P5 TYPICAL f 0 K 15T 00K Rr:.-TA11, i Q AF\fAS ONLY Z I 3 -. r I UT L I TY R1''I5, rJ _ S�ERED AR�y -I T v IT /74 a No. 165 0F +T STONEHAM. - L- — - 0 i � MASS. "- GF. tcP / q( of / B rATI �r/ATI 6-T r DIMNAZ ASS ARCHITECTURE PLANNING 1'-0 L 546 MAIN ST. , STONEHAM , MA. ro VUA6� H T FLAC/ DATE: 8)3 1OK-4� 'f 4.YTV[-NS S'rS•/ REV. HYA HiN IS, MA ., PROD. NO. D W'G, D I S C R I P T I O N: D W'G. NO. .PE5ASF,MF-` -r, FIK57, 5F-COHP FLOOR i-}-ATItic, A AIRCOf-1pITIOHIMG ft-Ati M_ 1 �UIL171t-kG r+�- 1 . �- �-1� To S U(' TO RODtf (GP U"tfT / - -- I -- R.a 8"INS(JL F�GX — K,A 8 I t+SUl.. Lt7p—) —\ le,n — B INSU� FLF A(TTP,) 6 I�4x10` 18'x�0' T I + 18"x1oNl I a i d I I k7 4 4 t u — v t��I ,� � riLEV• � C 4I<W FAN Or To Foor% Tor UNIT j t;l.t%VAtCI fC 4 K► -F AM ``--- -UNt? GF+IT } ' ""51A 5 I S�ERED ARCH oa No. 1665 0 ONEHAM I,O �7 �i `( I i ST MASS. H OF �PSSP� S _ ITr%t15 0 ' (-8 to P�,6 ; ! f TEM 5 -7� To �rr' a I I I I ----- DIMNAZ ARCHITECTURE PLANNING . 6 -57 tq-83 NCR TN � STLYENS ST'S•� REV. J / h UYANN15, MA. ,, PROD. NO. 1 1 DWG. DISCRIPTION. DWG. NO. 6F-COND 4 FIK5T nOOK +41�:ATiN& AIRCOr+DiTIo1�It�G 1'LA1�- �UIL17I�f� N42 � 2 - _ -- �— LX 1 i IZx10 22 x 10 � 22x I O" i _ -- - � �lA STAIN �TA Rs ' � � ? � �� ors T I � ,. i ' , Rs _ -:- �� / INSUI.. i•l EX �--0 UL FI,EX A`5 (TYP.) I (TY 4-LI I I `�` 22x 10" 221Ix10 �— 71 -� 12x10 12 x1D' IZ x - - I � I I , `rAiRs STAIRS BASS M�1'tT I L Hf-XCAVAT�T� , , S��RED AROy/ j jt F. O' TFO� N0. 1.665 nit ST AM, MASS i Ll I � r H OF DIMNAZ ASSOCIATES ARCHITECTURE PLANNING ' I 1 if �ATIN FLAH ff)UU21 HC-7, 2- VUACX MArl/�TFIAC� ]I SCALE--*.--- �8�� - It _p NCRTN 4 STr,-VFN5 ST,J.J REV. 44YA NNIS, MPS-, PROJ• NO. DWG, OISCRIPTION: DW'G. NO. AIKCGfAPlT10Hlt--fG PLAN - BUII.DIW---- M-3 7T - --- -- — �� � - - -- i } 1 y I T i tt WA IA ArU --- „ _ I 4KWfAN _ 1 UNIT AIMS _- I STAIIC ; • t - i j # 4t -4 hL11T�o t rl0T�- o (3 ) 3TO T PUMP (4) 3 TON 1,� T PUMPS IT9fl'19 % )lg To F>t% ITGMS to f3f, IOGL�Tr t7�N UtURG 1,101156y WCAT1.C? li't.._ FUTUiZ�i. - - f ' • i 1 �Ir��l/��� I ��� �� � �I �s����I T f�� � � ����V I �� � r" �� ✓� � I I V1 �A 8' 8• B. 8' B• 8. BASEH ENT i � I I Ii I L J t --- �i4AIKrj 45TA«S P11 ( i i 1 ARRyj� j a No.1665 0 fr STONEHAM. MASS. j H OF DIMNAZ ASSOCIATES ARCHITECTURE PLANNING i I 8 0 8 a. �• • E: �4FAT I �i F�'L-A �t 5 U T AP I H � � 5 . VUA6� 5T\a- NORTH � S'-m t6 REV. ' RYANNIS, MA ,, PROJ• NO. DWG. DISCRIPTION: DWG. NO. BA5r:MF-HT 4 fIRsT rt-coK +4F-AT c ItN Al F\CoNf7►-noliI H G FL Ati_PSI API H U H 3. M-4 �aDir zNT � 1 Tim G1•E• MOp16L_ WG03(o . �.INGLE PK61. HEA-1 PUMP WI IL KW. HT'R• cvl,>3, HOOD, 2 61.6 HOPEA, WP5'13D_ SPLIT 44EAT PUMP (OUTnool, UNIT) �j C .E. HOhEL WV 130 ►Nt:�'0K UNIT WI 12 KW. 0T'I,. - ---- -- - - --- - - - - - - _ -__- - - - -=- - — -- -- 61.6. HOI6L WCO�O '51N61L6 rKCa. HEAT PUMP W/Zo K4. 4" H7't�. cvR� , HOOD. -- - - .- --. 4-- --ice -- --► . - - .�_ ..r ` ..._._ -- --r � - - - � <- . f -► •- -►- <-- -_•. ..- .- . -}. r Ca,E. r�On E L ►VG 030 - S I ry Ca1.E PKG�. 41�,AT PUt�tf� W/ l 2 FG W cofii Hoop. HT R. CURfS , HOOD- Ca.6 M006L. W.0046 - SIN(aLE r KC�• HEAT PUMP 'NI�•14`W• I SxiO' Ca.E MoD�L v�/ g"I3G� _ SPt-IT HEAT i'UMf� (aUTDGiOIC UNIT) 0 ( 01. fA0r?e L W V�3 6 . I GCO K. UNIT W I G KVV, HID►"I�g 10 wo � � 4 � � � R � � q Caf E.�N NEGK t�F �xHAU�Tr.t°� 24o c F ,, 3 ., p i 1 I 1 1 d 8 t Caf",66 � H EGK KOO F e K H AU�TI;R 45 C.F.H. r 3/g .P Y D 15'xI o I x+o i ), �GEVA7oK �. S T,p��CS I c�s o��icEs J z,A �� ro RAF TCP UNIT ti f - y �+ r C I - it_ -- - — I ' -a- a ©f lG - 8 INS U(,. LFix (T P: S INSuL-. FL5-X T i-P D CF/ G6 + ---' �IN,C)L, i-��X (TYP•� � S Y � \" !� � '� 18'x10 IaxtO 1g'xIo -- o t /X I ' f I ° x ��� ���C � Ali' F)l T1 1 LATOUT � � a �2LX'DV6, � �_. 12x10 12x10 -- -- \\2xiQ t2x10 IO LLJ CID --'ZZ'x10" I L2'x1p V f ? ►� � / A �— ix� 6F�,�� ❑ oHst z 1 - - u I �o -70P UNIT 1 t fi LocA-r D o>-t Rao TYP ►CAS 1 ff _ --- 6 1 N, -. I `RED ARC - SUL 1 LEX C1YR) �St ti/T. 8'� iNSUL. �LEx� —a S��INSUL FLEX � ?YR) I —0) , cL No. 1665 ? f P t t f � STON FHAM. � I tI -- - -+- s--- y- s- s-- - . X . s.. •�- - •- <-- -a r -a- -s s- -.r r - . f- - . - - .. .rt-- --v s-- �� MASS. f 22x1O 22'iclo" - 22"'xlp" b �qt TH of ti1P i 12'x IO r2�x+a. --- 12''x lo" 12'x 10 - 41' --�� I X 1--s' �- --i► -t- -s- �- -�- .�- t- -� ll_.J DIMNAZ ASSOCIATES _- .- VUA6 MArVrTFLAC ARCHITECTURE PLANNIN6 DATE: � S -I 9' -83 f I �I I 1 HOKT" 4 '3rWr-If3 5V5 REV. HYA MN IS, MA, PROJ• NO. DW'G• DISCRIPTION. DW'G. NO. Sf-cot+p -r44 IRT7 �L.O+or +SAT'I N U ARCONDIrt"IOH NG FLAH - BUILDING N4. 3. �� I I �f STEVENS STREET' NORTH.- STREET ,, HYANN- IS , MASS-ACHUSETTS , STUART . BORNS N DEVELOPER- TEI F) N r-I 00 rl r-I M 4J N � M 41 M 4 EW O•rI E-A 3 Z �\SS�RED ARCy\ .� 2r a No. 1665 0 �,I STONEHAM. y MASS. TH 009 F ARCHITECTUREDIMNAZ ASSOCIATES DIMNAZ ASSOCIATES INC • / •, � .ARCHITECTU..RE PLA *NNING i !1 DATE: V IALACA � . KrT FLAC E r2-_5 REV. ri PROJ• NO. DWG, DISCRIPTION. DW'G. NO TITL- 5�< T t� k" 7— f-- F--7 LD 0 7 T 5 eo. me f 'Irl"Ooel AJ C-- E— eL Gi C 7- r— LD -7 1, Ile 1.9 ,5 T A t"I I 77 T A i -r*- LA. O)e r-11-1 7-0 7-/-/ E lk _ _ 0 4. 42� /e3 /El '017 4L '1Z A 10 13 lIX 4.CA A7 o9 77 86e i G) T_. G. . SHOLVAJ Ot-1 THIS AAJ A ,eE � OGF� TEQ C�I�,i TNr� 5 )e O U AJ L-) F-q S S H O!mil/n1 19 h/ O GO S GO �1FG>�E' /v'1 To Tt-IE C) F- THE 7-0 4A I N O F GOh/ S T UGTE pIf 24 s - 0.9 TE �8 87 T e,~ S C.H, (4 10 ,\ � �„i ,•ram..- a, (i\ `' v O g./Ar lu tj t �� J � � ! r� � ^ 1 F j �•� \ �I V? • k -ram t � 49G3 O'I4 4.0 0 r 1 i . f O tt� �` LAC/ � L... L � �' /�/ G. � .r��' �' ^ � • \ll wa` n C � F-::' T / F / C CU P L O T /© L Ic? AJ //V HY�I /�! N / S j Mr9Sc. T HEM E E3Y G � � T/ � 'Y Tt-,IF3T THE E3U/ L f�/ A•/ GS 5 H O L .I/V O AJ THIS F� F-3 /V �9 �E? a G T D O ti T f-/& �5 �e O U AJ L:�' /9 S H E k� l=-: O AJ 19 /-/ D T•N fa T / T r, 31 7-0 T N C- '`;, � rH• - 252 � ' 5_ t. 'ate 14, Ar �1 '3 din ! C /) Q Z ;a 4 3 t 488 3 '?,c" 4 4-7�16 49ro3 �'4 �,�. k� 14 a � /! ^ J ��., SJ '7 7 �f� /a./ S T)e E E -r 5424 /*-'1 O U T .w fir, �3 O� to 4. �• INCf' 4 �i r , - r NOTES . - •-'4 • a t. ., . REVISION %- 1) NO ALL UNDERGROUND UTILITIES WERE C014PILED ACCORDING TO J ` DATE - Pt J A, ? AVAILABLE RECORD PLANS FROM THE -VARIOUS UTILITY ' D M COMPANIES AND PUBLIC-7iGENCIES AND ARE APPROXIMATE M ONLY. ACTUAL LQCATIONS MUST BY: DETERMINED IN THE / VL NA 1- n FIELD. BEFOG, DESIGNING , EXChVATIgG, BLASTING, �' Ilk INSTALLING, BACKFILLING , GRADING , PAVEMENT RESTOR,A- / �Z 0 98�3 n3 r TION, OR REPAIRING , ALL UTILITY COMPANIES , PUBLIC AND PRIVATE, MUST BL CONTACTED, INCLUDING THOSE IN '� � ,,. ', • CPS/ \ 0 9g'A � � Q »-w �.., 2 CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, SEE ,R''/ CHAPTER 370 , ACTS OF 1963 , MASS . WE ASSUME NO ` c RESPONSIBILITY FOR DAMAGfi INCURPED AS A RESUr,LT OF �j / /i� j 59 f \0 $° *SO UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE kl PLANNING FUTURE CONVECTIONS , THE APPROPRIATE PUBLIC C i E� + } / 1 j0M61Y e s w UTILITY ENGINEERING DEPT. MUST BE CONTACTED. ✓ / /9, 50 / \ � +6 // � \° 1 rOP r 2) )'. EXISTING CESSPOOLS TO LL ABANDONED, 'CESSPOOLS TO BE � �N 80 ��� � / / / 9MN�� q 9 � I ' PUMPED' EMPTY AND FILLED WITH CLEAN SAND. TOP POR- / � �� � z9 _ 0 x x;: TIONS OF THE CESSPOOLS TO BE REMOVED TO A DEPTH OF �' �R r / ��8 ge+\° �� ,. R\MN $, DING iU n "W -' 3 ' -0"+ BELOW PROPOSED FINISHED GRADE. , / /�' g6 y6 �G\NP� �� i w VIA 9 #s \ T� 102 6 oh \ ', 3) DATES OF TOPOGRANIC FIELD SURVEY: OCT 1-4,1979 O F � w' �L '£ N / q AA6 �� g Oo 09 5 9 A o - / m, `, \ 1 R 15 �A N�0G T 10,7 T8Mgps /� / S�` 9 93 / VAL� U.P. / " / _ *w st45/30 /✓ /i ` i/ 8 �9M�J - 6 // ��� / 10 E // H EXIST• ��m Ix6" TAPPING SLEE�IE a VE 6 / i 0\8 0 Zq 8qo 40 MATC NT �� 8 / o°� o/ \ a cLuR \o\. s 13 VEME 6 f / \ / S-0 - 5 \0 / \�Q \ 0�' 7 .00 103'55 PA 103.00 I 13 \ 2+ UP ;� p�• 0\� �-, "• ,' / 6 96 70 I / � I E ,', 7 N N / Y P` - QEFLECT� N ,p_ / pR1vEWp;� REq'D \k 9�h �,-„ vi 101.69 S 8 /0 E - / " WATER 102.65 ;rs R 5� O r"may 0\. _ 020 - / 3 6 / Q� x •�°�h \O I \9 2\' 't1+1?4 w i c �, 5 I R/M=89.881 j / i� / g6 R M= / \0\�� '4g,BENDS 1 .• I 1 4 STA 95.75 / o I / _.,..pfr�"t" ,1 w �// / a 96 0�2 �' R.8 N 4og0 10 z 6 0 a I o , # ., � ;4„P/NE �,�' g � 96. 00 1 �`� 1 No ,• . - R:2 / y5 , c 1 - 1 I ro I 2 / BOSTON, MASS. WORCESTER, MASS.' 8 I NV. ��' - B-2 =93,0 HALIFAX, MASS. NORWELL.'• MASS: G�--� \ BEDFORD, MASS. LEXINGTON, MASS. 6 04/ f C,22 * / I O�N7, HYANNIS, MASS. MANSFIELD, MASS. 4 / Q / ,, / I / r 1 !98,25 ���!,--�EJ' I CRANSTON, R.I. DERBY, n N.H. / VHF, ,��Y✓ l �� � j 'A 0 '► ,� I O /!n! I �� F� fj' �CrJ ��\ rZt� I Ory o�\o STATE E `" \ ~, R 55 �� ; �� - x \ p 98.50 G OS 1 \ GAPE Oa 52 X d14/ I ; 1 -A DEFLECT \ \ /1 j F E� f io 3 44 S As PROPOSED / \ 1 \ 1 1 READ. FOUNTAIN f t f PT 2+99.10 _ f ho3.36 } 1 1 1 9 \ \O 102.7 --' 1047810 \ 1044 I pL Z 95.34 n 40'10 E 'ti •� �--- °' � y��\C' 94 0 m 38 94.82 ~ ~ / / \� t03.90 5 8 J - �.� v 0 O Se ,\UP 4A 3/ _ , j p3_32 N_ �= --' f ,` lOs 56 R C�n t ItII l i 0.- ` - - - / / I o 0 1 O R M=100.40 \ „�,. PARKING '. t C Z o �� R M= ro �4 BRICK PL�ZA REA // 0 N 103 1/ _ ali 9�144 ,, X'S? 2c I r o \ SPACE - , \ _ _ 1•�a`-- --_ t �r 62 \pAV ENI 103.69 1p38`: O - ,to? nG I I�� CgM_102.4b 1 3 4 o m WG TBMAt 7 / R \ 7 I - 1 / }9 - 9 .72 CB' r 4.2 , / 1 \ 3 2 +33•$8 „E I.914 ~�-. WG k i / 1 - 103 34 S 8q_� I� • RIM=93,75) I 1 _ BUI DING o. 3 ►p2B °3 6 to2'9° I � 3 CAPE COD SURVEY ,F. ELEV n5 o s t j . %� ►p3 °6 CONSULTANTS - 3 � `• f �' �' - s 0 °�►�� ~ \\03�° � ` P_O BOX 56 L 10'3o a p SMH HYANNIS, MASS. 02601 m o 0 B-3 \ p2g \ `` .1 -0� iD.� ` ' �. O 9� j'. _ \ RIM /03.90 , ILLS -'�/ \ ``� NV.= 9044 617 775 -7155 K 1 ryLt cp m 5 5 ; \ ►.i� 8 A 4 \0A� # cn PROPOSED 12 12 19 A� -, y -SMw S=.p0 \° 5 o U.P. DWISIONOF • z; 8��INV=90.9422- ►� , RIM=Io3.e BOSTON SURVEY CONSULTANTS P C. o #4 1 1 ul 1 / h 2" D.I.C.L. � � ►� li 35 51 , _ ,.,�,..,, � / S= 004 4.�` ,, OZ � � \,:a • SURVEYING • _ ,of _- ENGINEERING PLIINNJNG 1 10o S _91. 4 _ _ .,A ,r. ,,„ ..-, 71 a..._4 INV'/ � G9R\M`� \��� o \� / ' 96 M 97 11.49 3+0 // (xi.0 4 / z% .�� `s TITLE: --- _ - _ . .. � 213 l02 2 ` - S 99 99 91 � Z - /" - 98.49 _ 2 - 1 94,96 I I, �/ PARCB �/ 99. I -- , 02. - ,--' 96.99 H 9 .91 ���-J�i KING SPACES 0 94.38 245° 41 SM 0 23 at 9-207 IM=101r 1 - = { 4+0 BENDS I // 96. � RIM=97. = \ 8 INV,=9239 c _ R=10", 2 � 0 �y 6x2 _ 99.03 n „ --I - -I 95.45 TEE 6 PLUG { 7 53 2+72.5 / \ _. O - C 10�4O - q 103 59 �� TO BE ABANDONED 9� I 1 ^ 9.5 D R I E WAIY -� ��. c P. 0A. \ p 96 03 0 ` , , w_ + 75 ___� Z p 12y o 2- SEE NOTE 2 \\05g\ 2 0 :� ---- _ -_l cn �� 7 ,9 -( _ i .,may - - _ - E10!2�6 , I /04 100 � 102 4.0t +Q\ �I 7 7 101.55`' CB ' 96 5 1 =�4- 1r - ---�� '�� 100. 7 3 R=5 Y 93 85 - RI S 77°2B 30 E - SITE PLAN _0 ' 6� _�• :s - MATCH µ, 103.4 0 0 PAVEME T w_ �g I ---- 1Q1 !y 780 !/' 30 _ -- - t^ �CP C103.77 N • -.- /5� 70 7 9 -• 1 ►03 6i 10a 1 �1 _ ` 03.01 ,0 49 HYANNIS, MA. : t w. U.fr-- r N 7 6° 27 4 0 _ \ 2 STY. \ p„ fr oa\5 1 99.55 LODGE N CHA RL ES y / 5�> tg„ r #45/ 97.05 MOTOR _ \ 3 7 \Q�'i r. QED ARRy� 1' , 1 5.557 96.4T 97.97 T : _ 94.97 D MOTOR SPORT Ln CENTER CO PARKING DRIVEWAY < 10 9� ��-10 CAPE o f 0 ``� / o \. „ CAS SHOWN ON PLAN) A_ ( �� I SjO�\SV,EO OH!{�� N o,1665 ,I f 19-=0 ---- --�+ - - o� SEOg MGVEO �- - ray s. T I .• + I u 0 02 35 E-381` APLE „ .. 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GAP I / 4Tf�GAL" TYPE tCcnp•ING Wl 5TOmE i5ALD6T g� PLYftnOV 5H5ATHING r7q. n TIK UAL CTP-O•` O G I �LAG�HiNCo °-O 1 Zxlo IN, @ 2-O• �0 FIFWF6LAS JW2I . =1q �n 31 PLYWOOD 24 tE N I.� SFtEATHING I , • 5KONZL ALM. GU-(f•�1C_7YP. Ilk G q'I 1 �jK�• ts(;IC. I� Q�Kr�. J015T BEARING 6 I-I 2 @ I q L L , 2s� 12 N 3.'1 S H3 @ IL 2�0` ---' J L r 5 10 _.4" (Z U9P�ih117�?) I f K c to INSUI.. I L4N171N G r, @ 4 8 T YP — i MOI'JAIL I I mN /Z-N9• FOLK.. 0. .t01-5T I'SISAIGN& �� #S (9 4� Tyr. r�ct AV 14 Zr TYPICAL. ' 6�O" 41_(�' GUro-WALL 24 G 12 N 3•-7 S H 3 @ 2 01 �� - - --- --- - HOFU240 ITALr 1 ' SWC44 CJK46, N I I � pcoUSTIG GL.C�. I "fYPIcAL. � HANDIGAPFA 6' g„ i RAIN (TVI' Vj LA-— — -� t` to 5 wmc 9L�tS I ►: I i REINr W/6x6' , blctGl< ' 1 -Q I j" f�1CIGh` 'IIO/1oWW.t ( sT. f=L1C. ' ' PaVING ST• t�.vING 1$� �L�tt. 1ST. r- 1s, I PC&, 6 N - --- -- • $'co NC.F-6N, 10L p ' g N 3 2•0 4-G WALL EN t(TIT?.) -- -� I 6 a I �_0 12 CONE. I - -- - _ - �bN, WALL F WALL -N I -� (,� r2 &.W. DAMP PRpDPING DAMP FW0i"`f4G _ - - -- I r- LANDING t _3AS,M*MTto 1'SAS�.MFiNT 15Q'y L Mfi`IT LlI 'ff, �` — VArOIG MAKKIPl� fG�Tlr•4Ca• SEE 6 GoMPAG1Et� FT�N. 1'L�.1N 5 @ IZ I T�4� U — GI�o55 5�6TION Tl,��\u 45Tf\H`A1 � ��GIY lOI /1" ' IRED ARC r VV T I - ANi�CAP h No. 1665 o t. .. I i � STONEHAM.MASS 1"M Pitt Took DIMNAZ ASSOCIATES 'r-O—W totootoo, r - ,• _ , rts"t�w ARCHITECTURE PLANNING vu Ilk C 1191hry — vuAa- HAKKrrovz� 11 2 DATE:V-S �. PIN wwmi 1["T'I-I >�e STP15 Ms '5 T's-, Q v- 15 lli�qoolll H YAM I iS, M/�. - 19 - g 3 ��� PROJ. NO. DWG, DISCRIPTION: DW'G. NO. R/00-- _ _ CK055 SF-GTIOh4 T4'KU STAIR�#ALLS, ... F-LF,VATOR 54AIrT TYPICAL STAIR 1DE7A1 A 9,-0 a!'-a -- Stap FoQTIN C> Q Srt+p FOCTING � I " wiLl T`(PIG,�,L SLAPS o � ' '0 Q I I 1117,YtI,I�� OVt;rC VA�OIC l�NCRIEtZ DVER ! �O"GGMhAGTED GROVIEL-- TIPILAL I TYPICAL COL, tOVTtSCo N 3- G' 3 (0" k I -o R��rIF i . w/ 5 �►q ,w,b. I �L gY`' � I I T/ 7lu I 0; t. _I��op Tor' op UN�XGL�V�T �aP ToP OF I i FQN A�1. 5" PCN WAILL 5" — Z q, o. /e� I i I _ ill s f I � �TAItZ• S /�lR ' � G NyT Goyts EL r--VATo2 ! 41, , 1T i I t I D ARel � 1111 fi i cj GONG. �l.GbtZ �I.b.� , tZF_�N W�6"x lo„ I �k \\ V #laltb VJ.W. F. o CZ 1�A I� ovF o vrcavEL - T (PIGk.t, � 0, � a No. 1655 0 F , I rfL (o GOt�IPAGTE _ STON EHA M. 4 MASS. ' I N i Z U D DIMNAZ ASSOCIATES PLANNING ARCHITECTURE " - - 546 MAIN ST. , STONEHAM . MA. I ` ` — ---- �---- � � -_-- DATE: —T I Irk 2_8-5 HAIIVI_11.�TrLw� TT REV. 1 M NbKT1.1- ST1:VENS S-r S,,l.+ AN N I _ N D !Ib'- L ° MA T Y S� ------__—____- PROD. NO. I/DO� I � ���� v � — ��� LDI�IV �Ip� OW'G. DISCRIPTION: DW'G. NO 4�ATIot`+ 'PLAH, 'FIRST 'FLCO7:Z f:-RAMNG PLAN+ - 5UI1,VIt 4G ti 1- S�• N - _ i-W Pe ! f i i 0 I zirp f cx7T'I N L / ----- '� A"G ON G t S LA 4 O.mr� w A to f -T;�2oP 70P OF i -TAP 1�F f N I WAS I ! 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NO. . ff�UILDIN6:7 �I a 2 , z , DW'G. NO. DW'G. DISCRIMTION. fKAMl1-fG_ PLXH _ 15UIL1�IH6, t-4 ° 2. s=2' f - : 1 I sT STEP f[OTLN( I Is i _ TO I'.vM �-Valor " C0NC, $LL,t?i IZEIh1F W�(v"Xlo #td�L�C ( i ¢o'-3'' - ---- rah ----- - LU,Wtf. /V'EZ d4PDit, 'P�D2r',iE,fL-OV.�}� _/_p$'-1'` L `' �'�'�— -------- � It_�• �..— I , — - — TYPICAL COL FOOTING 4 PI T --Y ° 1° = N _ -- --- - �, ffi o E5 M POC14tT 1 Q Q ' � I t d MCI n~3�Ild_ _ - '1., '' �Ir_- ,.__.___-- _. -b• �!� -._ `�. 2 L -G j __ _ ----- - ---------- --- - -- - ----- - - --'--- -- --- - -- --- -----—---- --- _-- - -- _ _- ---- - - -`----- - - _ O I 4- I M N u N Gx 6GNA7 F D Dlp\OP TOP OF DQOP TOP OF ----- DPOP Top of FDN. WALL 5" FDA, ,t M1. S'T'h,'ia__p�J'i'lHb STEP i^oDTI1�IG I i { i '9t O" �,•D I I I I co I , —,- 5tt 1 SLAt3 R1rI NF w/&��X 6,� - - T If, o i - � ! y -! W- W. 1= OVF-R VAPOR 15ARRIER OVE(\ 6" COMPACTED G KAu�L -TYPICAL ' 71- 4„ 4" j c _ R A i a I, rj01_ I00 O„ O •1 + , � �LE VATOR i 24C1n3N4.5 24G,13N45 _ c a i a - A 4 1 A OI �EREU Ake\ - - �' Vt O" 0.�. j _ �� ILI �jri IZ4 G 15w y �J 4 13Sdd , t► a No. 1665 .� �� L+ � �' 1 O STON EHAM,E MASS. s r (B I = U N F X G AVA T E_ D ° I I LO 71 ti -0 DIMNAZ ASSOCIATES o ' I -�` - _ _ ARCHITECTURE� � ( � , 6 a O a A - -�I CO DATE: --- -- -- ------- -------- - - - - - -- --------—_- _.__. ---—- VUA6� HAKV�TrLA6� REV. 2_8- S�i N NOrTl-+ 4 ';7WF H5 `�T5- 4 - I5 - 85 I�YANN► , MA1. _._�__.._�...�L_--..--,,.•..---.-..-��•,.•�.•�.-_-,.,,_.....,.,,....,,.._.---- --..,.-,_.-.-.___._.__-_._ --_ ____.______________._.._..- _.--- - ____._____.__._.__-____.___...____._._-.._-__,,_...._.....r_... ,,..._.,,._...,_.__...�._.___....--_. PROD NO. -- - -- DW'G, DI SC RIPTION: DW'G. NO. - 1 f�STe--= XK Kil-�,\M I H 67 rl U `f _. -fom-DA-rION 'PLbt-4, FIRST :FLGbR fKAMIN'G fLAH - 15UIDING I•+2' 3. � 3�fl1A �� ��,. FAG>✓ 0GENERAL NOTES eAL0PE w 3ta DI A i Air T 104 a CDNT• E5AK I ' 1, ALL FOOTINGS SHALL CARRY DOWN TO UNDISTURBED MATERIAL HAVING X A M 1 N I MUM BEARING, CAPACITY SHOWN ON FOUNDATION PLAN, THUS � too ANCHOR BOLTS AND BASE PLATES OR BL:AR�I RRf3 PLATES SHALL BE w cGIVEN ARE MINIMUM DEPTHS MM I CH ARE NOT TO Af OOMISTRliEO AS LOCATED AND BUILT INTO CON ECT I NG WORK, PRESET BY TEMPLATES 7Rpt -- ,� OR S I M 1 LAIR MIE TM(M. All POW-TS FOR COLL"IS A W df/IMS MUST {.�O(tl Z. LIMITING I N ANY WAY THE DEPTHS OF EXCAVATION REQUIRED RED TO ILEAC!! Q M E (� BE FULLY C4KWED BEFORE THE FIRST FLOOR IS PLACED. �O t`IT• KEY Q 2-O MAX, B AR UIIG• 11. S►�OP ADAW I NGS FOR ALL STRUCTURAL STEEL SHALL BE SUBM 1 TTED TO WALL RBI N>=, ARCH 1 TECT FOR APPROVAL. FABR 1 CAT 1 ON MNY MIOT BEGIN WITHOUT THE L� Q �NO INQ SHALL BE PLACED IN HATER OR ON FROZEN AROUMID. \9 . IN GENERAL EXTERIOR CONSTRUCTION SHAH BE GAAt1Ep DOWN A WRITTEN APPROVAL Of THE AIICNlTECT. MINIMUM Of FEET BELOW FINISH ARAM. 2. CERTIFIED COPIES , IN TRIPLICATE, OF MILL TEST REPORTS, INCLUD100 I N, ALL f00R I N8 EXCAVATIONS ARE TO !IE f I N l fl#0 t!Y RAND. X T�Av1, T3 MATCH 0, ALL FOOT FOOTING EXCAVATIONS SHALL BE IErf- RA D. AND NAMES AND LOCATIONS Of MILLS AND SHOPS, AND ANALYSIS OF CHEMICAL � -1X�TI-� Vet�T. +� 4�Ot<Iz. V�l1�►1..�.. �. � MPAOVEC dY THE ARCHITECT OR N1i DESIGNATE eEftlllE ANY AND PHYSICAL PROPtRTiES OF EACH BATCH Of STEEL TO BE USED C1Ml THE _gel Np• WHEN .op -op l5 ovex CONCRETE IS PLACED. PROJECT SHALL BF SUlMITTED TO THE ARCHITECT BEFORE DELIVERY TO X 1/ V �. B. THE JOB SITE. --_:_4-!D �P.!x ,1Z 15_SN17WN BACKFNLL SHALL BE SELECT, WELL GRADED GRAVEL AND PLACED 13. STEEL ERECTOR IS TO PROVIDE ARCHITECT WITH WRITTEN STATEMENT f yUT PURGER? 1-fOR1 Z .� IN 10 L i FTS AND COMPACTED TO %f MOD. PROCTOR DENSITY. j 7. THE ARCHITECT AS LIMES NO RESPONSIBILITY FW THE SUlxSWACE THAT ANCHOR AOLTS ARE IN PROPER LOCATION AND'LEVELING PLATES COKI`f�-f� I I'�TE 1�5 F GT i ON T Y F I C�U, eTF r P ; ARE CORRECT SIZE PR 1 OR TO STEEL ERECTION. s CONDITIONS. 14. ALL BEAMS SUPPORTING CONCRETE SLABS SHAH dE SHORED DNRIMIG TY S I C AL OFEt"' l l N 6:1,/..� f PLACING (1f SLABS AND REMAIN SHOED UNTIL S LAd CONCRETE ATTA I IRE i TYPICAL ����)"-"' ' P0 OT I N v D���`'`IL I , r � WALL, � l I 3/4 Of SPECIFIED STRENGTH. T�I�'" �O � V y A� 15. All STANDARD OPEN ME B JOISTS WIT R 1 NOT 70 C3GALIr` 1. All CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION Of CONfflidl TO THE LATEST EDITION Of ETH£LS� �1 P ALL , $ L�' THE AC I STANDARDS. J.1 . "STANDARD SPEC I f I• s NOT To S GSA L t_ R. All CONCRETE SHALL BE CONTROLLED. M 1 XEO AM PLACED UMBER CATIONS FOR OPEN WES STEEL JOISTS CONSTNU I put". THE SUPERVISION Of AN APPROVED C=RE"TE ENGINEER. METAL DECK - 1 1`I - r ,�►R I r� - ` ��. STREALL NGTH Or►LYSAUNIESS AWI SE I NOTED. SS I YE i. SHAH BE AO S� ����_ _ �-� � HOWL ON CONTMCT DRM1W i NGS. PION I OE METAL CL+EIiUEi } Mb\�NMY WALL_ cot-jc. `u-Ae> CG?C 4C# V�ALL. OCR FT &. �. ALL CONCRETE SHAH BE PLACED WITHOUT ICALL D FOR. C�OMISTRTI AT All OPENIWS AND EDGES. TION JOINTS EXCEPT WHERE SPECIFICALLY CALLED FOR. VERTI• 2. ROOF DECK SHALL BE INSTALLED AS PER KvWACTURER►S PL-�T►G PNRTI I-t G STRit' { RECOMSIEMR)A- oi� I " S�,w GuT Z CAL CONSTRICTION ON JOINTS I N ARCH I TECTUML CONCRETE SMALL ONLY T I ON OF WELDING pATTERN� TO ApN l EVE AN ALLOWABLE DIAANIAM iIIEA�t /8 --t��I1�T Q•F (���/�:•�►- S -O 11 M111�1. i MBLL BE ALLOWED.MADE AS SHOWN ON THE CONTRACT DOI MI TS AND NO MY I AT 101 OF 300 P/P. da 3. SUBiN1 T SHOP OW I NGS FOR AARD'W►l BEFORE FABRICATION, -5-#�4 COM f'ACTION GDI�fT; B RE 1 wm I NG �o 10.6 D a 1, All LIE I NFORC I NG BAR DETAILS SHALL C06VMI TO THE LATEST AC115 GORE AND BETA IIING MANUAL. 1. GROUP USED IN RE I NR`ORCEO BLOCK I I NTE l BLOC KS BEAMS SHALL BE A MINIMUM t� • AND uOER BEARING _ _ 2 S00 WITH NO AGGREGATE MOTE Tt�1M! All BARS SHAH BE ASTM-61s, GRADE d0 WITH OEf01BA11T101E 3/I!". REINFORCED C.M.U. vdv Qb PALL HAVE A MINIMUM 00WRE $ `�° � I ab �I I `r � � / \ � 2� A CONFORMING TO ASTM A-3os. UNLESS OrTHERW I SE NOTED - SS I Of 2,S00 P.S. 1. VE STREWN X \ u ,U 1� t/ \\\ WELDED WIRE FABRIC SHALL CONFORM TO ASTMI lag. Dao bb �poa� , �aa o D a o PROVIDE AND SCHEDULE SHOP DRAWINGS,NGS, All NECESSARY AOCESStIRI Ei Mt SCELLMtEOUS �(' T Y I . 5IL4\5 11 l O I T 1 �� av a b MIENTS SHALL BE: H I 1 " . I � � TO HOLD REINFORCING SECURELY IN POSITION. MINIMUM REQUIRE JOINT � �°e ._.r� �O AG?� F l l.L �'`� D D 1 " ��1�• 3 � � ��• S� �LiTERi, 1. CONTRACTOR SHALL VERIFY ALL 0 f MIENS I pr ON� MP a � 4. CLEARANCE� CENTERS: SUPPORT BARS f01t WIfRlIG1MiR N0. S. 2. CONSULT THE ARC)iITFCTURAI MECHANICAL � ,�•TYFIC/-\L TW1CKtT"--F0 g a Of RE I NfORC I NO fRprl IIOJIICENT S1 AC SUNLESS i110MN FOR VERIFICATION OF IOCAT I ON ANB DINE AND ELECTRICAL OAAWINCS �o a� a OTHERWISE SHALL BE: NS I ON Of CHASES, INSERTS, OPENINGS, SLEEVES, MASHES, DRIPS, REVEALS. REGLETS, DEPRESSIONS, M o T TO S CA L 'j' I I » A. RJNf01MMED SURFACES IN CONTACT WITH OIIONND OREp TO THE EOU I PMENT PADS AND OTHEP. IMIQI ECT AECXI I REMELTS. D� +4\` l.. / WEAT14FR 3". 3. OPENINGS IN SLABS B. BOTTOM SURFACES OF SLABS ON MM* 3". AND WALLS LESS THAN 12 INCHES SQUARE AM NOT SHOWN. PENETRATIONS OF STRUCTURE Fly MECHANICAL, NOT To SC,fi•t� j C. f01ME0 SURFACES IN CONTACT WITH oIRbHNO OREp �; PLUMBING, SERVICES ARE GENERALLY NOT SHOWN. IT ELECTRICAL AND HEATHER: RESPONSIBILITY TO COOFOI14ATE THESE OPENINGS WITH ITHE THE p er,= l 1. /3 BAR OR SMALLER - fit" TY f I GAL. 1 L. COMPACTIOt--i ; 1NLE FOR REIw I SE 11�, 2. BARS LARGER TINm /S - 2" 4• StRKJCTLMI STEEL MO METAL DECK. UNLESS OTHERWISE NOTED All FOOTINGS SNALI BE CENTERED UNDER u - * FACE- OF' r�N�'If'yLo ROOF BECK I '� ! 0. FORMED St111fACES NOT EX�EO TO MEATI�IER OR .IN OONTAGT MITM � 1 (BIOUMO SUPPORTED MEMBERS. � I I MI Ll, 12 MAX. I� t� ,� : NoTm"XN WA►LL- OK lt;m. �p. NOT SHOWN ►/21�9� ���01`I �O�"�5 L.-l- IMIT � �1 � � � U � ~I il' @COL. ONLY 1. /11 BARS OR SMALLER 3It" t - - 2. BARS URGER THAN /11 - 1}" rrQT TO SGLV..E E. IN All CASES NOT LESS THAN THE DIAMETER Of MRS. t�Ai11XIMAM S. ALL FOUNDATION WALLS AND GRADE BEAMS SHALL BE !!RACED DURING DEVIATION FROM THESE REQUIREMENTS SMALL K 1}" FOR SECTIONS THE OPERATIONS O BACKFILLING AND COMP ' ---- - � F ACTION d116AC i NG SHALL . 101' THICK OR LESS, ADD } INCH FOR SECTIONS OVER 10 INCHES BE LEFT IN POSITION UNTIL PERIAIMENT RESTRA 1 NTS HAVE BEEN 6. THE CONTRACTOR SHAH �JDIGJT I I � . J��tJ"'r ,/ f' !, AlL REiNi010EMENT SHALL 8E t1NSPECTEO Awo APPROVED dY TIRE ARg11- VERIFY AND CO©RD I NA,TE ALL E LEVAT I O14 ON B 5AM 1 TECT OR HIS DES I(iM1ATE BEFORE CoMRCRETE 1 S PL/10ED. PLANS AND SECTIONS WITH ARCHITECTURAL DRAW I MRCS, Jp I cv-i- `. WHERE CONT I MOOS BARS ARE CA'L LEO FOR, THEY SHALL BE IRUN CONT 1 NU- _ OUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES, OR' HOOKED I AT OI SCONT I NUOUS ENDS. LAPS SMALL BE 30 BAR DIAMETERS EXCEPT - - - - - - -- - CES!{�"� LOAC� 7- \� I ___ WHERE NOTED Olt DRAWINGS. BAR LAPS MN`r BE OFFSET TO AYOI0 -Bart CHO Rp E xT ooNTML EA.M \ GLI P L I� AT G01-5. ZYP- OR CONSTRUC71ON JOINTS. 1st. FLOOR-------------_._- W �M 7, UNLESS OTHERWISE NOTED, PROVIDE ALL. FOUR SIDES Of AN OPENING, 2nd. thru 31►d. FL(�OP.S---____ '----______ )Cr. P.S,F, W 1 /S TOP AND BOTTOM IN SVIBE AND 1 /S EACH FACE 1N MALLS EXTFR111- --- ----- 70 P.S r GOI. IRO 21-V BEYOND OPENING. CORRI�JORS--------------------------------- 0 P.c ,F, T w.Elrc_-- --- -------- -- ----�_______NOW 3ua P.S 1 L WUPAL STEEL -------------------------- ------ 25 P.S.I . 1. ALL STRUCTURAL STEEL DETAILS SHALL BE DESIGNATED IN ACCWsANM SEISMIC PER ^MASS • STATE COPE. TYhICAL J015T tEARIN&P DET,�l L. Jam✓ I �� LA I MG OH �_rF E WITH THE LATEST ISSUE OF THE AMERICAN INSTITUTE OF STEEL CONST'� TION (AISC) SPECIFICATION FOR THE DESIGN, FABRICATION AND EIIECT1 NoT To e4ALe., 5 G A L� : � 'r/2" = 11_0 ,1 2. a":AT►L�L s�Ei �AE►Ms,FC�OI�,l�s ARIIO ASTM UNLESS OTHERWISE NOTED. SHALL-SMALL- ° y B. ALL ANCHOR DOLTS SHALL BE AST* A-307' (GRADE 36). 1 3. SHOP AND FIELD CONNECTIONS, UNLESS OTHERWISE NOTED SMALL BE MADE q-i1131Z1GK ----- ---- 8 C.h'ti.U, By WELDING OR HIGH-STRENGTH BOLTING. " i RtC1i �i-c1My�, - STIFFENER PLATES ARE TO BE - - - : PROVIDED WHERE REQUIRED. BEAM CONNECTIONS SHALL PROVIDE SHEAR CAPACITI► FOUAI TO HALF THE TOTAL UNIPOW LQR1p CAMCITb FOR A GIVEN SHAPE, SPAN AND STEEL SPEC I F I CATION IN ACCORDAMICE WITH (Al �c I e- �Av)N �' ;` go�.�r�w�6,90 LT(L-rY r CST r L9 -2 h"cp c 4. F i E LD CONNECTIONS SHALL BE MADE By HIGH.STRENGTH BOLTS j j4", '7T 011 N I MIUM IN DIAMETER OR BY RUE LD 1 NF. ' MA OI'1I`�`r' DI�riNING'j Wow �(,�� �j �wW� - 3• HIGH-STRENGTH BOLTS SHALL BE TIGHTENED TO A BOLT TENSION W LEU THAHE PROOF LOAD GIVEN IN ASTM A3?S, i •. WELDING SHALL PE DONE IN CONFORMITY WITH THE LATEST CODE FOR ARC TO A.0 3 Ll6_ 4 x 3/2 x 1/4 3L5_3%Z x 3%Z x%g .�L AND GAS WELDING IN BUILDING CONSTRUCTION Of THE AMER I CAN.WE .I NO 2 t GONG �D N Iti 4U- SOCIETY. WELDING, SHALL BE DONE ONLY UNDER INSPECTION AND BY M �2H v, TO 6-0 3 LS - 5 x 3%ZX% 3 LS-4 x 3% x� OUAL I F I ED WELDERS WHO ARE APPROVED BY THE ARCH 1 TECT. ALL WELD$ 8 q' -�-�-- SHALL DEVELOP THE FULL STRENGTH Oi THE MATERIALS �IIEi WELDED ! �EREo aR�f .-$__ S _ __- (,oHG t=nr1 Now 1 : i I UNLESS OTHERWISE NOTED. �s -- - . -1 TO 8. O 3 LS _ (o x 3/2 x 3/8 3 LS_ S x 3/Z x /� J_L 7. All STRUICTURIIL STEEL SltAll RECf 1 VE ONE S1IDP - u 4 1�owE�5G 2 4 G� 113 N-t- RF. � T��� COAT, OF PRIM VICE" I „ 1 __ { CONTACT SURFACES AND WITHIN 4" 0f i t E!D MELDS. �, �. N o 160� I TO 14_O W 6 x 36 %4'x R2 1�. I ! 0. MIOV I Of SU I TABLF BEAR I NG PLATES AND ANCWR BOLTS M R WALL �Mt1NE j ..�.. t 5 O N E H j r �t5 - - BEAMS AND GIRDERS TMASSA M:. •. ALL STRUCTURAL STEEL SHALL LIRE o ACCtMNTELY SET AND PROPER u SUITABLE T h�ORARIr S GON T - I I N POSITION WITH E RRAC I NG AND STAYLY NELp ` PERMANENTLY SECURED. THE BUILDING SHAH !E TRH Mq P UNTILBE .� COMMONS MAY BE FINALLY WELDED.Ot jVLTEO. FORE 1- 414 N C'-0• (' I -Oil VUA,� r,, �1VVVW� 1 DATE: r10KT1-F �, ST�V�NS ST'S., R4-15-83 lq'-..8 PROD. NO. -- �� � I ��T ��✓ � DWG. DISCRIPTION: DW'G. NO. Z"t1'p, 1��TA1L5, SOTS LIt+T -L t>C+4F_DU1.f-S 5 1io,_&.1 11 1 „ 1 11 , „ 11/� ► ,1\ t u rldoevt. cdNsrrz.vcr oN is t 4 -- evviceveN ,z1e —�1. -o 8 -0 �' I -0 1 -0 8 -0 1 _0 q� ' _ __._ ___ _ `4654 N op 77we rlm 71- 7 17 1— 7" 1 G" -01, ��� -8 N t 4�-' �� . -T- - -- - /�JAbS r# 4 10VEIL (01 77M)%M CO3Vfte-M-45 _hd4 G d(r s S SPI XS4$ � t/dILS f12 61 l>UI, .1N GCorl o I+vC 411`f4 APB+ 9-- 1Srr S , /4 . A)W5eL_�.eiC�YLr & 40!v s�R44 + > tiar TA 31 I 14l4 40 2 I --�------ - Q i i C 7�2lJS� S SaLL � '` 3E6 �'ta ci�Tk 3Ui�i cr�vT I ' a L6 �" .rc vw I � �; � I �- - - _--- ,� � ---. I � ` f � �, pRop�-rz. /5✓Z�Gi^/G S�-ll[.(„ /3� r�'�0!/�l�C-"D P/'� I , cd �:D 1I N � \ � '� ��/'/►�N �I wort\tw , � � 4 � -- -�li� G0A/T?z=.4G7CVZ 2 q 3, 7 4 �L. N 3.7 ;Z4 7 �� - 4~► � ��7 � 24 G 6 �A-7 - - i - - ----- - - - — ,; I 01 0 k Gq .7 24Gq N 3.T 24G ;01 N3,7 ! \24 G cl N3.7 1 24G N3, 7 t ,. - - ---- - — 71 , , t 2 colic S�A�v ON z8 (oA coR. _—_ Y Gay crn._ i 0 1 Mf 'rAL DI-GKIN G T, Nj �. 5 5'x '/4" _ TYPIGAL j 1 14 H 4C, 2 -o" 0. C. p 3 I I 0 a - -1 - 1 I Dr 8' V_" 1 �1 -O •- �1 vIt Va" ' - lIDI _Goo _--- --- �' o" II o11 qo1 _ H �, o,l — gl-o" i'-ou --- -17 -7 _ -- -- . 17 - 710 ---1G1-0,1 Iq'- 811! o 2 x8 PLATE-C?YP) N IN 2 X 8 PLATf- _ lh (TY P) j i �I j 2 _ µ►/, r WCOD TI�US 2 O O. C. _ �g i jIV ? W OOD �EADER1-P I� I I 1 2x8i1 PLATE 2 �' N 1. G N I. ' 24 G G 2 _C VIM M 1. (,TYP•) 2_21,X 10" j s O Co W 1•h 2 G I. 1. 2r - ,,.,...Rcy f - 2 G 24 G 1� ' 9 i j ! - TY'plf.�IL GoLVMN ;c� sroNEHalvi. �a_ No 1665 51x 1/40 n, � mass. j OWN w ► f w00D �TxU b5F-5 2 - ,1 0 SKYU&K T DIMNAZ ASSOCIATES ECTURE PLANNING ARCHIT 00 j (� Q ---- 21,X 811 pLATL(TY'P) j _ 1 11 f -... ... o_-�_ -_---- --------_-._-- VIUAC-14 HArKffrLA6�- i i REV. IIORTa-1 ST FV5N 5 5 TS5 '/ 4 - -5 -8 3 PROD- NO. KOOF FKAULI& ELAH - �? UILPIN'� NQ- I SCALE : ��8w -OW'G, DI SC RI PTtON: DW'G. NO. - q- Iq - t 00, f _ '2 4 s Aec o 4 21 rj _ - 7Tr4bst tz VAEl T: ►� �' x , , �►�_ p ' 2 G► i N + 24 �i2N �."l --_ G IZ 24 is 21`� 3 '1 ! 2 ► '3. r3' ZL==r/ 3 t � . 2 Cs 12 3 1 'Z4 h I2 N 15-1 24& 12N 15--7 ,j, Z4 C' i2N 24 11.14 3. - ' �Pt&A � Gtl L U M N „ l5''i SD &t� 'f',S, G"x6,'?c '��' : Lt/2 GOMG. �LL�1� vI"I ' Q� 1 ! _ 7Nn to �rzo T,4, 5"X5'�� Vq' M1;T,►L 0 17�GICIN1l� TYc'IGAI_ *-- , t z. 4 14 u4 @ 2' -a" o- G. -- - --- -� i --- - i 4t R.- — — — — — i i TYF1 c �. �E c- T�-ll r� F-�00F< �M � �� � �� �u� L�� �� 1' I�• 2 . � 11 t7p BOr t1 pr �- ��{✓ 'ID'' -_ _,_..._ _.— 1-.DN_.__�1 Ou-_. _ I1 h�l 00 1 24 - 2' 24'- 2" 241.#4 24'- Z" a" TRusS 1� 1 f I o Woov -flCll��1=S - + N -A �� -_ WOM 1! d 4 4 A - _ 2 t N' 1, 'ZhLaIsN t . !✓ 2 !st 246, 12N I ip 4lww t N I • ; o" ' 7`�` a ..: b i cEREO ARch� 5 4 t N t. 2 12 � I �l0 2 � 12 � 1 . le 24 Cs 1ZN 1. (. N [� � ' w' { �' l � : a No. 15G5 0 STONE--HAM, i s p ~ i - - ,Ass. 3 TYRc4� 1 I _ �a e� ��r i N Woot� 'tt�US 21• ou O.G, _.� owNDIMNAZ ASSOCIATES E 4 ARCHITECTURE PLANNING A. doom 5 - - -- - - 0 2°x 8" pt.AT - (T`PP) _ Q DATE: f MOKT14 E', `3TF.VENS .5T45 ' 3 �i, i WrAN N S_ Ma . 5- ►q - 63 11-0" ou 1 i t1 �" -IZ01' t0'1 1 t1�Q', g1 " l� (� ' ' PROJ. NO. KOO �i �►�� I �IV �L.T�,� �u� I� ) 1 IV NQ �• DW'G. DISCRIPTION: DW'G- NO. -- r- 11 ou / R� FRAMING FLAt4, -TYPICAL s�COHV T+41fk\D fL-00R fRAMjHGG 'PLAN •.. - - ------ - - ---- -- -- —--- ----- -- -- 2 5 I I 2(o - O" `_5 - I I --- -- - -- 2 ' --_11" I0'' ' ' L a i � r - _ JA' are o T �T T _ d I -- ' i I \ �� Mir► �No�1tN I I 1 Of 11 sAt it 2 h ►3 4 l3 241s15 N �5.7 Zq 24 f�l?j N 0>,� Z.4 G.i 3 N 3. N 3. '7 ' S�-I `� � 'f '•p l' O G N ' N v 24 lsl::ty �. 7 2-4 I N15•1 24ls19j, N3.7 S4C�l� N3, `1 &, 111M ��1N N ' SLAPS o►y 1 2 /'L Go N G . -- r ti T6 METAL- 4s r�_ 'r p �NI!60M. T`,ff l Alf _1 � " t �I'p" I' D" � f - I : �III-all 1 S'•�N � N �UIL.rI 1�I l.� N! � �, —70 I ►-o" 8`-b" II-D " 181�- C�" - • 81 t �-oil 1 - 0 01 12 - II" 25 - 11 261 - oil 2 5'- II" 2�' I I '� ? �� I It .� N rL wmt� �u�t�a ' Cr�p� ►[� 1 W 000 N�DER o I d� N f I ► IN I Cs l C4 I• (o Alifa ! . !o is► N I. Co , 3 Gi 24 3 N 1 24 3- 13 - ©� RED AR Vk a No. 1665 � STONEHAM, -� IZ4. & I.� H� I. �O �� �!1 N 1. (D \ 24 GY 13N 1•� �} MASS. i � 24 Cst N I• (o I 1. � � i �„ H F toe1/4 -1N 1 DIMNAZ ASSOCIATES JL ► N Wvoo TiZtI � ©" o • G. i� ,. . --- ARCHITECTURE PLANNING { _ iyc fI►tT AF- OAT EE REV. _ NC�RT}} , 3TtiVt'.rts ST"5 4-Try-83 " �'"� �i}"IHI�j, I� r. 5"Iq'83 f 74 PROD. NO. F-KAMIN &7 FLI-\N DW"6. DISCRIPTION: OW'Cs. NO. . / 0 L4 R00fr :FRAMING FLAN TYPIGA Sf-c-MiD __-- - � 'fi+ftRD �LGIJ'R �RAi�11NG pLAhl• 1 - �■r It ALL PLINIIING WORK SHALL COMPLY IN EVERY RESPECT WITH THE BUI&DINli AMID PLUMBING LAMS OF THE STATE OF MASSAC NIISETTS AND TW TOM OF BURLINGTON. THE PLUMBING CWWIACtOR SHALL SECURE APPROVALS AND PAY ALL PERMIT FEES. ALSO ALL PLUMBING INAU. OE DONE IN ACCOIIOANCE WITH PRECEDING CODES AND AMERICAN STANDW PUMING CODE AS AMENDED TO DATE. 2. THE SPRINKLER SYSTEM SHAH BE INSTALLED IN ACCOPDANCE WITH NFM 13. MERE AND IF REWIRED BY LOCAL OWES. 3. THE STANDPIPE SYSTEM SMALL SE INSTALLED M ACCCO aIWNCE WITH WPA 14. 1. PLOWNG SYSTEM IN ACCORDANCE WITH STATE AND LOCAL REGWTIOW -----_ -------- --_ _ _.. - --�--�_-- =�-- - _._ .. _. ___ r _ -�-- .___. � _ -__- �. wKLEI! AND STA1�1'I PE SYSTEM I N 11C1001�MICE M I TN MF�M 1'iPE IAT'EIEw E. NOT AND COLD WATER ABOVE GROUND SHALL BE TYPE K, L, OR M at _ _ �_ .rCOPPER TUBING WIT14 CAST WOQE OR IAIOIIAIIT COPPER FITT ING. --_ ---_.___ _____ _.._.__.__..1 - SOLDER OR TUBING SMALL BE - 1 El SO � TIN Alp lEA{1 CO�Oi 1 T i ON OR AS APPROVED Sr THE ARCHITECT. �. WATER SERVICE PIPING UNDERGRMW !HALL BE TYPE K COPPER TLIBINS OR SELL SPIGOT CEMENT LINED CAST ffIOIN PIPE.. ,CTQ 1, _: _QA 64 �• s. STORM AND SANITARY INCLUDING WASTES AND VENTS UNLESS OTHER- WISE NOTED SHALL BE SERVICE WEIGHT CAST IRON'SCIL PIPE BELL AND SPIQT COATED AS I P 4 � REHX! IIEb, P.V.C. AS ALLOWED SY COBE. fP V.C. PLASTIC PIPE WILL K ACCEPTED ONLY 1f LOCAL 40 STATE CODE P"w TS SUCH USE). ' 4 4rw'Y, k 4. STANDPIPE PIPING MATERIALS SHALL K SCMEOULE 40 SLACK STEEL ONF_xcA VAT�.o - p� � A�i�Io�s�+soar ITT"a IWATER As�Ri�.Pam" aTREET �u �rE �Eu - -- - IT � � V SPRINKLER PIPE MATERIAL SHALL BE THE SAME AS SPECIFIEp POI! we ,v, \ry z 4901 P id o C.4 L. Vic.SC-M C A'r (� IHJ.i�1?L_- 1 Tt2 44b✓r �i?.. J 1. D"STIC NOT Ally MOLD WATER. <_ZkP3s w CA 4 ' A. GATE VALVES-2" AND SMALLER s1Nll SE SOI,OER No SAtMitE, R•z ! fi _�Gr >vr7` ( �,(1 SMIC WEDGE, 200 UIS. WATER .MEiM. C) -:40 �V 1 B. GATE VALVES-2" AND LI1NFiER SHAH BE !OLIO WEDGE, INSIDE a,,�a ram / * tl SCREW, NON-RISING SPINDLE, !IM 50M, BRONZE TRIM M La. WATER PRESSURE, SIMILAR TO JENKINS 573. . - - - - -- ---- ---- - C. CHECK VALVES-SOLDER ENDS, BRONZE SEAT NO DISC. HORIZ. �lQGN SWING, 200 LBS. WATER PRESSURE SIMILAR TO JENKINS 1222. 0. OWN VALVES - 1/2" GATE VALVE, SAM BODY W 1 TN 1/2 wK 3/4" 01 -- , R MOSS NIPPLE WITH CAP AM CHAIN. i V 2. STAIIpPIIIE Am SPRINKLER A. GATE VALVES-OSANDY, RISING STEM, BRONZE TRIM, SOLID WEOGE, 175 PSI WATER, SIMILAR TO JENKINS 625-A. Tt B. CHECK VALVES-SWING CHECK, RENEWABLE BRONZE DISC., IRON ! BODY BRONZE MNT►O. SIMILAR TO JENKINS 079 175 PSI -WA I p f--FeGF 4 lZ&'A A/zOQ T C. CHECK VALM ON FIRE DEPT. 000. MAIN SHALL HAVE AUTOMATIC HALL DRIP. f i No D. DRAIN VALVES-3/4" GATE VALVE., BRONZE BODY WITH 3/4" MO Lofts TO 2 iE NIPPLE SIMILAR TO JENKINS rib. 372 WITH CAI AND CINAIN. 10com/Z �2�►1►1ING� E. ALL VALVES ON STANDPIPE AND SPRINKLER SYSTEM SHALL K UL ., tv, f iv /Cox G.V.� � (� IH05f JIIpAPPROVED,P 1 R. P I PESSVAIYESHOSE l i 1EplJ t ltu/100 FT. Or LINED -- t�TYPt E Sf oT o I!IMLATION f - �=vTd (/SE �it•d• 1r 0 1. COLD WATER AND HORIZONTAL COMOUCTOR-3/4" THICK, 4 I.S. -_ UNgx ViTi�`J� -I 3 OENS 1 TY, FACTORY APPLIED f I BERGLASS CLOTH JACKET WITH - INTEGRAL VAPOR BARRIER AND SELF-SEALING LAP. F I TT HNGS 11 SHALL BE MITERED OR MOULDED FIBERGLASS AND COVERED WITH GLASS FABRIC TAPE WITH MASTIC. INSULATION SHALL K FIBERGLASS 25 C.P. lit 2. HOT WATER 3/4" THICK, 4 LB. DENSITY, FACTORY APPLIED a (n � t--{ �Y u FIBERGLASS CLOTH JACKET WITH SE LF-SEALING CAP. I MSULAT NU - \ SHALL !IE FIBERGLASS 25 H.P. - dt TQ_./sr ,t�z J Q Q _4 3. INSULATION SHALL PASS THRU ALL WALLS. FLOORS. ETC. CONT INU- 7 OUSLY AND SHALL NOT BE APPL 1 ED TO ANY P 1 PE UNTIL THAT SYSTEM HAS BEEN TESTED AND FURNISHED WITH A SHEET METAL SADDLE. .T - �_RED ARCy�T F . 3.6 0 s __-... —-- No STON FRAM. - MASSDIMNAZ ASSOCIATES R: ARCHITECTURE PLANNING VUACZ MAKKrIFIAC� r-If-03 rt 1�1oRT�-I Gt e7 Y i.NS � J REV. NYA NN IS, MA ., PROD. NO. DWG, DISCRIPTION. DW'G. NO. DA�''I�NT, FlR�T � SECOND �� - pLuMC31NG PLAN - 630IL.UINC>, NO- 1 . p=@ 1 . � ► 1.U M H t :N G � N 0 T E S #_aa�tt _.� t�f3�i1s fiXTIiRE tiULE ,� )_ • PIPE SLEEVES.. PIPE � AtM9 SiMMMlCTS Fhrtures .sho11 °!� equal In quality, design sise and type. of those �.�•.•.."•,.•.�•.�.��..•.-•.•••''� Monu,ftctwrod by tho E t joy. Axel I can-Standard Sint twwY Mfg. Co. , Kohler Co., o� rlpprowd egwl ,Manufacturer. The following flxtwr 1. THE PLUMBING CMTR. AM, SMNKLER MITA. SMALL R MiSH Lticatlais d from E/Jer catalog, alb ere In4ond�l to estoAllsilrf AND INSTALL SLEEVES, M1ANMM AND %~S TAOU11i� 000 1416 -tho staodacd w quality, desi pn, typs aM $ se of,the p iwd►iwg INDIVIDUAL WS11AK. f i xforo "11►. 20 PIPE :SLEEVES "SHALL BE '00 A 01AMETER 10 001"10E CLEAPAM FOR P-1 Ha ter C oast INSULATION. SLEEVE THOU WALL$ AW,PUXM SMALL 11E STEEL P t*E' AND MAKE WATER TIGHT *M NEQt!{I�Q 'SLEEVES 11imI ftsoldlr PAR= 111-:1423 Auburn Matorsever, vitrsem ckloo, wall-", sib TITIONS SHALL HAVE E3CUUMEMIS 10TI4, UT 0 EQUIVALEW ,jrt. •Iongates bowl W i h. 1 f" toP 1N►rtt. MESSuRl SLIP. Sloan AVY 110-3 ftw1► wive With a broole� o" scrowl! 3. Atl PIPING SNAIL !1E l3i liYLY St !PQitVEfl /ROM. `t'ME IRlllpllhta P• /�I P/�4 d1►twr step. STRUCTURE BY MEANS OF Aim liAt+MPS MID AT 1M7ERIFALS APPROVED, BY THE STATE AND.LOCAL PIA 1101 COPES AND Nf'PA Cabe i net i an cl+a i r Carr for and dnl IraSa t i frt{ to srri t. REQUI I NITS. M IN I IrN,M QIJAtMTY Of STEEL SMALL WE YIELD STRESS OF 36,*M PSI At$~ AM iN S 00M ACAS QF MM/ST Soil d P tastf t a l ongatod open front Wit, ioos exwr, With SMALL IM QALVANIZEO. check hinge. Color: B l aGe ALL/!25 �]'�4/!Z i 4. ALL lUNGERS 00 .P1 PiItG 111S11 tI +IiLAT 10011 SMALL BE dMERS I ZED TO 2A — .� P-IAA ilatsr C 10 ALLOW 1 NSLti.AT1tAI•TQ PASS U1lDJ STUMi D, AM MD4f 100 WITH At GAM _91Y $10 LOW STEEL SAODI,E� Sa>rIo as r+1, Mats Gloat above, +404"t Mount ing Iw1gAt sMti . s. ALL fIl(TUNEE.�JWG EE1tEiM�I'f iyl. � AIGIDI►r SEo tN A __ �q►''6V v )WOZ. be {e" from floor to rim. �v7V1zAr vsw '� r17vt B USIC SAT 1 SFACTdtY MIANIMEIE - P-2, Uwatorr _. -- o 20"x 1 a" acid-ros lst i ng WaMe led east T OS2-0198, Bhlcknail , Iran, low-back twat with th t arm.Cantor,.wrd � wiM ��d ►woc'�Ih" for cents►sot f i"I"g. Ss2-14M.."Ultims" centorset tIttlM_DIVA ovemlor awl pep- THE PLUMBING CONTRACTOR BALL K I�SPOtMIXE Pat 1►f ots"iNG AID Waste. - ; INSTALLING ALL STt7M►1 DAM NAOE ,11"WIlt THE KII LM10 TG A POW 10 FEET OATS/OE, AS PP MODE. flealbls wal l se"1100 DIVA 9*00. STAMP//E ALAiiM STATIam SHALL K .df Am.AlpM!!1101►e Ti :,mv A MET 004�-11 SO, 1 t"x 1*" cast brass "P" t► o. SYSTEM CQMM UTt I"Tm WAIN VALVE: Alto PIMSS ME1E IWiRED IN "*SE MWIlIDfS AhDiDlU 0Y LOCAL PI�tjW AM FILE p: j to Cam, Wheelchair, vitreous ckina lavatory, 27"x 20#" JPL"ING AND SPRINKLER 1' fftNGT01IS SMALL SWI'r *W �IAIMINDiS punched for comb I not i on f I tt I nw, w I th canoes led a support. ill ACCOADOAM WITH i E1rEM1. 1#�, _ 559-1250, comb I not i on f i tt i nq w I h gooseneck sport, a"Slow FIXTURE SPEC I F I EO ir1Ar K SU1IST#WTkta wi TH AND,;R E{MAI Powf o . and 4" wrist action handles. URI MN ACCEPTANCE IMOM 11E &Vml TE!C'T` IS WA - - _ 490-1306, t}" I.P.S. .male straight Veit-g/ews. EACH F 1 XTUIE SMALL HAVE IND iV i DUAL HOT AND COLA V ATEA i*I TH A MINIMUM OF 3je" CHRCME PLATED jrta4gLt tadrPER TUI iw MHEIE 902-0950, 3/8" I .P.S. wall supplies with loose Nair stops INACCESSIBLE A SMALL ACCESS PAKL SHA" K Ml 1#00. MM ME next to we I I. SNI►TOFFs AND OIiAl t'i AT UK W.RI11". B L11L P/ 6 003-0530 cost grid strainer with IV offset drain assembly. ALL NOT WATER UNITS $HALL HAVE-ALL PRESSURE GMIAES, '�L1EF VAL*$ TI-111�D rZ_ �90/� PL 01`15067 PL A H__ Am OTHER DEVICES im"o IN AOOI'tIM�MilM WITH AS* SPECI F ICAT iOIMS,. Cone"led arm support to suit. PIPE SIZES MAY BE NADE. SIM►Ujft WITH 401NT COMSEtiI�` iN MRi TT►INS Olr Sc,4�E /j8 P 3,. Uri,r l!M l s_ THE ACH I TECT A* PIWM1MIa 1MiPEGTgR.r 161-1030; Correcto Matorsawr, wail hung, vitreous china, washout urinal with integral flushing rise, 3/4" top sp", wall hangers and 2" female flanged art sat oerwnsctlaa. Sloan Pavel 106 flush valve. P-t, Seryh" SInx 242-0155, Rollins 24"x 20" with •OS-0190 rim guard, anaarled cast iron service sink with 12" high back, factN'y tvestsiled i rim guards. - --- kook and, Service hoes end.sink faucet with rowO plated ►ody, poll E� a04-1060, Acid resisting, enameled Ipside, cast Iran "P" trap standard .M+d strainer. For 3" I.P. connactlep. i P-S. E Ist►i t Hot -_A�tTd/L. 1.�RU4 water H�at�r �p Lc r��G ,Q��� Mode I PEN SO/QED, 00, a: manufactursd 4►y A.D. Smith CerE. , ��Y' Kankakee, 14 iinois, 12OV, 2 0 61lM -hWiag ♦lemants or equal. I � I I �DoM t I C; I i N � -�ralt�s I ;LG6E vAT � M 2 �,w /��1"G•w ' �� �.� i/i .ir4,.• n� dye _ �'urvne Usk t4lv. Oti F -� - ie�10. 1665� 1 ! \U'1\ ST'MAS SAW. R Y Fq�r M4�s �k OF _ ! i ► -DIMNAZ ASSOCIATES - I . " D r • fLIIK5� ���ii� PL ul/I�lh�� PLAN /� IL. D N N 2 LLACZ MAKKfT FWr � W- c'� �+ Q 1 H " JMVLN J .7�T 5'J REV. PY,A NN 151 MA PROD. NO. D W'G. D I S C R I P T I O N. D W'G. NO. DA5Et,1F,N I' 7IRD FLOOK PLUN81NG PLAN- f30ILOiN& NO. 2. Y ��2 7 T-z P- F.4II 3-.. � 5T4/25 y I I I Aw i j _Gay. Ldvi � ► , O�C Ory�J ��. � ' PL u/'I /l�'� P��/y - � I�DIIy6 N2. 2 . / SCALE O I =JAol I , lsr l MIME. �4 V. 4 i �A v, I { TYPICAL �/457'4,5, .' UN,E,XCg VQ rs D --- 414 6v. me74- 4C- I j 2-'_12<sc?Z Up fwTvit� vs6 ,p / 741 t55 (NLL r141Y N�G� V.4 . T �. �S�'af i a No. 1665 170NE11M. �- WI DIMNAZ ASSOCIATES ARCHITECTURE PLANNING j , 6 MAIN ST. , r VILLAMAKkCTF1ACfE� s--, MO!- '+A 4 J 1ls S 15-I REV. HYA NN Io, MA ye = PROD. NO. DWG, DISCRIPTION: D W'G. NO. b uILDIN& No 2 , P 3 4 tice.4jp - i ,M" —�57A �° # # 4,✓, I O osw 410 ti tt # x$ _ Ott f ff -C or3�3 Y i I I i i • 5"w _ �o S rtJ� T 00 rA�125 v -w. �. 1 ���� �N � � S F.RED ARCy� As M,f f.�.� O S70N FHAM. .W MASS. z- SP a E e4l rH.�F N� UNEX c�4 414 rAff 0 DIMNAZ ASSOCIATES i 1 ARCHITECTURE • PLANNING ' • , 6 MAIN ST. , VUAOC�r HA�vr-T 54-/0. ,45A ,5Z Vf1Y T FLUIVI�511YC-.--, FI-AN �5-UIL /IV67 'm. ...- r� , LAC�I REV. NORT+4 5TMVE145 `315 PROD. NO. DWG, DISCRIPTION. DW'G. NO. ,E)ASE:MENT 4�IRyT fLGOR f LUM51N& PLAH - uLDIN& N©• 5. Plm4 I i I N W4 WAGN 7 TA1Tz5ir vJrWLEdIl, i -10 f-aw�� f� �vr�irzF U�� I ; _1 UV D/N& I I I 3 AV /a3 /'2 �•�, ' U7v/ZG tJSE ���to ARcy n No. 1665 0 6 �lo nl d, STON SHAM, W MASS. of h�P f DIMNAZ ASSOCIATES f � I i ARCHITECTURE •STONEHAM , Mk VILLACt HAKKfTFLAC/ DATE: T�//�lJ Ll�i� PL UI�I I N PI-AN - - 15LMDIN� NQ - 3 - NoKTO 4 STF-Vr--NS 5-S-5 REV. H`ANNIS, MA-i SCALE PROD- NO. DWG, DISCRIPTION. DWG. NO. 5EC OND 4 771/XD ItV-WR PL UMB/NG. T'L A/Y - 4UkZW& h/o' 3. Pam5 fI -E .CTAICAL ' NQTES 1. CONDUIT SMALL RAN CONCEALED, lNLESS OTHERWISE INDICATED. 2. THE EXACT LOCATION OF Lt*RNIG FIXTURES AND RECEPTACLES IN M6CMUW I CAL ;ROOMS SHALL 'BE DETERMINED IN THE FIELD. TO AMEND A CONFL 1 CT WITH OT14ER TRADES. CONDUIT WALL RUN MIND. 3. THE ELECTRICAL CONTRACTOR SHALL OBTAIN THE NECESSMY W fIN6 DIAGRAMS FROM THE HEATING AND VENTILATING MANUFACTUMERS TO COMPLETE ALL CONTROL MIRING REQUIRED BY HEATING AND VENTILATING h ANp PLUMB 1 NG SPEC I F ICAT MG. 6. WIRING TO REMOTE STARTERS FROM THE MOTORS SHALL BE W THE ELECTRICAL CONTRACTOR. 4 S. UNLESS OTHERWISE INDICATED, THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRIC HEATING UNITS, WITH ACCESS- DRIES TO MEET JOB CONDITIONS. 6. NO SET SCREW TYPE FITTING SHALL BE USED ON RIGIO MR. Ca IIT. IP ! ► —� •�� '8 i �� �r _ j - 1, BUSHINGS SNAIL BE ON ALL Q ;. - � .. ____ ___ _ RIGID F ! AND USED 0, ALL FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STIIkE , , i V1 I NDE OF w -__ 9. DIAMETER OF CONDUIT EMBEDDED IN FLOOR SLABS, SWILL NOT EXCEED I , 1/3 SLAB THICKNESS SPACING Of CONDUIT RUNS 1N _ ,-_ _ SLABS SltAll BE ' I Q. �- —- ­ 6 MINIMUM. - - 0. CONTRACTOR SHALL CONFIRM ALL SIZES AND LOCATIONS OF OUTLET BOXES FOR LOW TENSION SYSTEMS BEFORE WORK BEGINS. 1. ELECTRICAL CONTRACTOR SHALL CONSULT WITH ELEVATOR CONTRACTOR - Q ri FOR EXACT LOCATION OF ELEVATOR DISCONNECT SHOWN IN ELEVATOR ROOM. PROVIDE HALFIIAY J.S. AS REQUIRED RED FOR ELEVATOR --- - - _ MACHINE ; e Q ti Z. EXACT LOCATION OF ALL FIXTURES SHALL BE CONFIRMED WITH THE I _ -- -_--- _.__ ---- ----- --__ - _- ARCHITECT PRIOR TO ROUGH 1NG-Ml. 3. ,RACK-TO-BACK RECEPTACLE SWITCH, TELEPMiONE OUTLET E WILL .kw NOT BE ACCEPTABLE. • � � S , � I .• (" - _ 1 4. CONDtt I T TERM 1 i IT i ON FOR t�pOMCAL EQN 1 OMW WILL of CONE t IMM v 3. ILtWo OR RUN \ n A r — - - itIPPORTED FROM.THE BUILDING. 69 WIRE AND CONDUIT SIZES INDICATED ON HOI�.IM,MIi "LL CONT I NUIOUS THROUGH C I FQ"T Vt ?. WIRE AND CONDUIT SIZES I NDICAT90 ON NO114-iR NS OftL IyMi �j - - -- - - - - CONTINUOUS THROUGH C1 l � , t. •, RtutT Q R. FURNISH AND INSTALL A I ALL L GHTf1IG f t XTURES COMPLETE M 1 TH l NS ACCESSORIES TO MEET JOB COI IT#ONS@ REFER TC M�HITECTUIML ROOM FINISH SCHEDULE AND QETAJLS. y . EYIt11'RJICTOR `SMALL CONSULT THE ARCHITECT MID UREA{.y . 9 THE ELECTRICAL r - DIMENSIONSAUfACT LOCAT IONS AND ROUGH I NG-tN S SHOP DRAWtiGiS fOR EXACT OF ALL EQUIPMENT' AIS,'I SHALL MAKE ALL F I NAL OOMMEC"1 - ----- - REQ1J I REo. � ! - -- - 0. THE ELECTRICAL CONTRACTON OWL FUIMi1SH AND INSTALL CODE REQU NED DISCONNECTS FOR AL EQUMMENT, t11RS, ETC. wm � ; , r:;; � .,k,• «:; �� •.� .w � �� olx�wECTs ARE NOIMML�Y F1RMIli1#0 O TI1E Eq,IM'• . v NO? I � MEMT ETC, Mo'Tt�IrI . ! — — — _ v t ` t. 14 ell THE ELECTRICAL CONTRACTOR SHALL `C�INFI1M1 WITH N.E.TAT' COWANY -----t -. - - V FOR IDCAT I ONS AND. SIZES OF ALL 'f�l«,1W"11314 C�ONIOU I TE,, CIEs. iORRQS,� I ET FANSN Nr - C ' ;� C• • t+ABiNET BEFORE l ALL LIGHTING F I XTUIIES, REC E"ACLE M�IQ D1 Stud IECT SM t Tt31Es !- - , ANo ,- LED OUTDOORS SHALL BE OF 111E ME/ITNEN-Pfi00f TYPE , IIPIrI10VED FOR THE MJA'�OSE. GAOWMD FAULT SMALL GE ADDED AS r I j 1 I REp�liREO 81r CODES. 00E ' Jul 3. CONNECT I OMJS Fllprl CONDUIT TERMIMIATIOMIS tJ UNGT FtSi AO/tES f TO Mp1'INtS SHALL BE MADE WITH LIQUID-TtOHT FLEXIBLE METAL yy CONDUIT, ANC INSTALLED 81'>THE ELECTRICAL CONTRACTOR. ILEX i BLE COMIEC?#DNS; � � SHALL BE MADE WITH 012 GREEN OAOIAIOING OONOUIt."TOR. WIRE SHALL . -+- --t- ORIGINATE AT ELECTRICI�I PWj, IQ TEIMAINATE AT T aR �ur� mw FRAME. . : .� 6. AL I _ l BRANCH CIRCUIT 'W RING IAOA EAri1 MCI► LIGHTING AKU K I! F A , y � 110-ORDINATE LOCATIONS E ALP"$ ETC., •eb i =� t 4• ONS OF OUTLETS, SWLTCHE FIRE I --I�- i `• WITH aOp( COMING.AS DIRECTED P' THE A0041TICT. • • Irk j ,: .. � '; I v J •s � - v U E LECTR I CAL commACTdt .SMALL^f till ISM AND I NSTA" " AIMi 1 ON 1 NGS, M#N N"• . s„ 1 r' F►TiI CROSSING E»� JOIN" FURNISH AND INSTALL CONDUIT MIRE, JUNCTION BWtES, PULL BOXES IRE-WAYS, GUTTERS, ETC., AND ANY, ELECTRICAL AI�PARATUS NECESSA� TO MEET ALL F I E LO Cps I T 1 ONS AND NECESaARY.TO CWWE ALL . 1 SYSTEMS TO PERFORM THEIR I NT'rpMED I DW S 1 a No. 1665 _.. - - - - --- - o S70N6HAM. MASS. J�, �O F9c rM of FLEC T/VCAL LGf�C 2�t 2' �L UO e,3CffNT "ewsseo ,-� - TFtt,0 � #/Ac�C • 17�S1.GWN�G T' SWl TG/� y j L1',Tl� /N� T.E•"fi �'Yi��Trrica�� � . --- --I x�'�L SlJ�fsi C� MTV -L.47, //1VIGATES ?Y COY J _ - j&,ICT/01w' pox 2'x 4' � `ss n pro. -�OMW/A0144W_7X/X 4"TY.,*1eA� !1 EIf,.1[h/f�ESG.�JvT [tQ�i/T f/.I►711��C •L,�'TT.'G'iC /NDfCA ms 7y C!'YI&1C.A�y� A.1 CONLIIJ�Tl GA,I Z /r4M.el?4W /01 d G 0/W L L/NF S JND/CAro ��' e�W�►, - _ -+ AW r Sf&ff ,t r co W ---IP IN,o1G�TIC ---- -._.-__ - .. D�.��cc?row 6e•f1 e•Y�AUS.T �.4N 4/7 IM),MoTAR 51� �[.E L♦Ci�YT S T --- I�1 �L.P.GrQ�G !34'S ltA T ox AwexD A-IC Nz47xc • 5" la#, l t�l�✓�CUI u�l \vfT r -DATE a3 �. TN)reZ ^4C L IeWr �W/T�.rV g C,t fl aE T cXa�z s�M,+ s,r 2 Z. {T 4 IST V�N5 vXr'5 •� REV .ter - Z4 A .f� a - /V AT 1?,L T�GTa/Z. /3S v AXAD YZAAA RAMM 'Q w.R L�UPx.�EX OtIT1..��• W 1 T fRL�! ? A .�.�, PROD. NO. ��/N/.7 F�iULT,�� auTs.�T � F/� �41C;d�1�t A '/GL S'Ti T/AN — Fib Al..4fZl � � � 140� DW'G. D15CR1PTION: �-��Tfz►Gpt_ t'I.b►N - r'.St11 Lt,�f t�l�s t�� 1 . w 1 ti f L E-i �' El El ❑ E El L El L -A -L-111 I _ � — LA I I -- 1-I — --L-4 77 17 - - __ - _ L] DIMNAZ ASSOCIATES 7-7// PLANNING ARCHITECTURE \ 546 DATE: - REV. 5UlLPlHCA Ho. I 1, 00 DWG, DISCRIPTION: DW'G• NO. a -- STF_P F-ooMN(> q I i i STF—P Fcx7r1�G� --� - -- = Ote?- 6p F _ ___ �. �� u ¢ GONG, (Z&jN f G"xC.' �il I G _1r�2N__1+It4LL 5 - I va W4.L _ i W,W,M. OV>;tC VD(�OIC f,�MIZ1EtZ OVEt2 �p"GaMhgGTGb ' &96VFL-- TlPiLAL I m N 00 � I i 1 ! -,1_ .p V ►_ u j , , llN�XGL�VDT�i(� � _� ST�P pGUTI N L� $(1zP ��171"1 NC�� q' O q2 Ge" q' jA FL ft)U I L 13 1 �1(--p 1 DIMNAZ ASSOCIATES ' • • •L ii! . � • VLLA61� M �V���� R DATE: 2-$-83 REV. NOKT4 � ST6VENS sT's., 1-PYANN(S, MDR• PROD. DWG. DISCRIPTION. DWG. NO. i s i STa.�Rh TI - SLWLTlom i fin ro I + R u t`i x c c, v t- T F- n R �I a ap �� ctl �l + UI L DI 1 fG _-.-�-iO1.. n, � t DIMNAZ ASSOCIA1 ts . ARCHITECTURE PLANNING • , 6 MAIN ST. , STONEHAM . MA DATE: \ I 2-5- �( REV. HOKTI.+ 4 4TfVIiNS ST5. kW%NN IS/ HA , PROD. NO. DWG, DISCRIPTION: DW'G. NO. s q10" 12 ---- - -__.—_.— --- - - - -- -- i j I I I I I W I �1 - 1, I V OFFICE rKtNTb.I- r,A i Hp I I - c� �- I M 11 � i Mom} � WoMCN S?AliZs iL 151c, _p' n I"77 1 -O ll - �7 Il -� 1_DII Du I i Dl , 2 3 4 n I= I (I r_ rz F I`I T. .t_ I Sff c OrI r) Fl_�00K F L)I L D I �i rim 1 . Ilol-� ql_ oll 921-Lv" --11 oil i i — I - — - - , N I rZ F_TAIL KrtH7D,I. AKr_`.A TzET,�lI. (Z F_ NTQL ARFA I ! I"Lre-V b6 To,R --- _ i (Z 001,.1 ' I I STAIrL�s j I ST4A4� 1R�i i ! , I CLr_vATo I I! i • I j • I ( ;i � p 1 r � - N 0 ' o„ I�_pl, 17 717I ►� " l9 a 19 -8 ,1D S.o,l �� 01, I C2) „ i DIMNAZ ASSOCIATES , � 1 € I I i I i I 1 1101till PLANNING -' ARCHITECTURE 546 MAIN q, O 11 --- DATE: I UII.IG� MI��IIT�I,I��� TT IZ_5 .a3 REV. s�A�r-- ; '/a � = t'_ a'► �y - MO(C-rl.,} � 5'f�VCN� STS, L}YAtNNI�,, MDR, PROD. NO. D W'G. NO. DW'G, DISCRIPTION. l j - t r771, I r-7 77 Ll E-� ll El �L] El -1 EA I-J Lj 7�7 L L \� i i l� [ 1 � ! i _ ❑ ■ LJ i PLANNINGLj DIMNAZ ASSOCIATES 46 ARCHITECTURE i -- I DATE. VUA6V HVk�Tp A6� E 2_S•33 NGKrL} REV. MA. ���VATIONi!�2- 5UI VPIH z PROJ• NO. % "=1`-Q'' DW'G. NO. $ DWG. DI SC RIPTION: � 4 i E cl 0 S TF_P F DD T I N& STEP f:ccfr I N - "GONG, Sl.d� t< 1H1` �4"XG" ID/�fo -- �1,t�9,M -- DVS V111'0� �Dftt�(Z DJ�,1C + — P a JA � 0 cs t i t o� �4 -2 2 4 t I - -- ---- --- ----- - pWP TOP Dr � _ ILO 9 uN1 GMT ID - STr F hoar I N C, 5'T'�rfl �Dd�'I N l� DIMNAZ ASSOCIATES ARCHITECTURE PLANNING I • VL A6� HAK,r_%L�.ITFLA6� 11 DATE: a3 NOK-rH � 5Tr.VFWS REV. 4Y51NNIc7 . MA . PROD. NO. DW'G, DISCRIPTION. DW'G. NO. 1-0 it i - DFFI G � IZENTA L ,A, IZEl-' p. , a -- MEN OMF x SrA�rz� EI.II;I/aTO ST/aCRS i f k ! f -1 O I j C- > MRIUoK � i ! 241�Z' { © FFIGr RF_ I-ITb, L AfZF� i 14 122'- t o" o►I-d'� 5 E C Oi--i D FL.A H [`a' 2. . 'I f I V r gTIV15L1LM KETA►L- 9P_MTD.L I;r%FLA l<ETAIL tZFI`ITAL bICF...A- &Tc>m STAI[ZS ELevaTM STAI Rev �_I LoI'� r5Y { i --_-_---- - '•-Z I' -G �7 (T) DIMNAZ ASSOCIATES 2 3 4 Ut..1:_ � s ARCHITECTURE T1 f� • 1 Ta:_a3 f I M I °� MOKT14 � STEVI3IJ5 STS. REV o L+YA Ii ti 6 , HA . PROD. NO. r?\5T FL_OdF?., FL_ h,I-I - 5uIL01C 1 � NO , 2. g DWG, DISCRIPTION: DW'G. NO. i I -- i G"' F ► G re. (Z N T p t- LN (C Ls A 1 c � f s S7-4Ir;Z7 N1�iN � = MAN I a -I,EvQrvf4 44 - -- ---—.--- _. - - - -- __._._.. - -f - ----- —-- - - - - - ------ ---- - --- - ---- -- — -- -- - -. - - - --- - _ - 6, F. 14 ' _I G a L L\� t-I D 9 0�� c22 �o -- --- - ---- - _ ----- - -- - - ------ -- -- - - ---- -- --- - Q-.- -- - _ s i _ STAIRS �LE.yAToR PIT �IALI�5 jl • SAS� �T 0 � ap 4 _ 10 t U 3 DIMNAZ ASSOCIATES In ARCHITECTUREPLANNING j . , MAIN i 122 - q, o„ - � o -- --- --__------------------ DATE s i--i1 - — - REV. 2 PROD- NO. DW'G, DISCRIPTION. DW'G. 'NO. ---------- --- - ---- I , vT V -�'l I ` - - \I A v 'I J- k' \ Ll Ll 11774 DIMNAZ ASSOCIATES ARCHITECTURE PLANNING \1 L/'X.A 1XI V'/X, V, DITE: I f � , j! - . --- \ \ i REV. NOK-r4 1;TWttj15 LI PROD. NO. DWG. DISCRIPTION. DW'G• NO. -�- -77' ---------------- - ---------- _o ►o 'f"?l G 4,L �WOf� $ L APB �oP 2D l'�� -- _W'Lulml DvER vLpoR = ►wpt► t3. Q,latt. Oi c✓n j � T w �i I N-- 4 i I✓ STP_P F•C' h v I f 201'- �C�U�D,�T I C`�N I�l-�N - �U ! L! D I �► � f I�� �. DIMNAZ ASSOCIATES ARCHITECTURE PLANNING • , 6 DAM 5sVIUA6� HAKV TrLA6� RE. NOKTI.E 4 STeNENS 5TS. I�YANNIS� MAC, PROD. NO. DWG. DISCRIPTION. DWG. NO. 2 o I ------------ — 9 V-V, 5 T 1_t3�7 y — >=LE VA70 R I _ Mau�IN� I All- I I Ep STAIRS �,�VdTOlZ A STAIRS I✓ ' 1 ` (���I I .. 2 ' izrn iL Ie � N7 AIZ � A fZ T A I L Z G N T A L_ Jc Cr< a -- ---- iTD Tpf - --- _ --- - -- - --- - ---- ___ -- - - I SGALF Va" 1 „ Zbl - !o s M N t t I f ST,o,iPs �LEVAToiC I P_1.I I V 1 1 • I I i _ ' s U !y F_ X C A V A !--G r: � DIMNAZ ASSOCIATES e 1 r ♦ • - - ARCHI 9' o" DATE: VIU, G M/ ICIPI� � TT Z-8-53 REV. NDICTI-f '4TEVeN h 5T'5,, MA. PROD. NO. DW'G. DISCRIPTION. DW'G. NO. I i C i �p , 1 _ I STA�PCS STlal R4 I { I I eteVATOR MEN WOMP,L( ` Y 1 G'} CZ t 17 C,7 IZ 1 - - - 13 - - - - -- -- - -- - -- - -- - _ - - %Av V, Ii !pu 25'- II'' 25' I' 2�1_ 0l� 25'-li" _ ..--- 'Z %-11°----- - - -- -- .ZS��-�� ----- -- 1� I'-p'' { I i I i l �1t`F l G 20 MENTAL. A MM A. _ 1 ' 1 2o1�-Cv" - I I � - - _-- -- - - - - _ r I q 0o I -- i ' �TA1I�5 STAIR'S A I -. - -- - - - - - -- -- -_ -- --- ----- - --- - - - -- - - - - -- ---- . _ - _ - - -T. 0 a CDIZRI moll I v�►{{ i� oil - ----- 25 -I► 25 11 --- � I _ 1 i I O 2 4 5 1 • i G�FFiGr IZF_NTD►L. ARMS► DIMNAZ ASSOCIATES to ARCHITECTURE PLANNING I UA6r ��1 1 MAKVfJU6� REV. � /� 2 NORTIk � ST�V�N�i. STS., 0C/I� I LL`N I ► — I.JU �l �I� l`�� �. 1-VANNI15 , HA. PROD. NO. DW'G. DISCRIPTION. DW'G. NO- Goy C�- LIr+E UNt: o j \ W D TR�SSE� \V/ — .A 6L�6 I '2%Zr �o1+C. s LArS 42 mp ! .1 a�sT r3rc' — � �' ir = t4 4-4�2' + S T L COL. 0 �1a�ss ►�� '� --A 4 N 4G'L o° JL --- ,' — - --- i �--. QCovSTi C. C L'Cv 4 f }���� }&Aaic �--wssW, ' $R1GiL paVIN6. -+' FAvtNG 1 - Ce+CbMC�4GT�:� ira5U ON 2"CON C, S4440t7U L9 WA 61 / t1."CIjNC, SIAb -SCALE 0 DIMNAZ ASSOCIATES NING ARCHITECTURE 2 T�-a3 REV. NOKT4+ STrVENS PROD. NO. * DWG. DISCRIPTION. DW'G. NO. Abs �,s,. FAC.>✓ 11C Q GENERAL S 0 Ito CIA OTI GDMT. [S,AIC 1, ALL FOOT 1 NGS SMALL CARRY DOW TO UNDISTURBED MATERIAL HAV 1 NG 10. ANCHOR'BOLTS AND BASE PLATES OR SEAMING PLATES SM ALL SE A MINIMUM BEARING CAPACITY SHOWN ON FOUNDATION PLAN, THUS LOCATED AND BUILT INTO CONNECTING WORK, PRESET Sr TEMPLATES X u? c GIVEN ARE MINIMUM DEPTHS WHICH ARE NOT TO RE CONSTRUED AS OR SIMILAR METHODS. ALL POCKETS FOR COLUMNS AND SEAMS MUST rapt - - �, I 7j LIMITING IN ANY MAY THE DEPTHS OF EXCAVATION REQUIRED TO REACH BE FULLY ('.ROUTED BEFORE THE FIRST FLOOR IS PLACED. Q p�pTT. t•-I fZl Z• P E 0000 BEAR 11. SHOP ROAW I NGS FOR ALL STRUCTURAL STEEL SIN L L BE SUBMITTED TO p Co>`IT. K �' O WALL ReINP, 2�•0" MAX. : NO f00TINti HALL BE PLACED IN WATER OR ON FROZEN OROUND• ARCHITECT FOR APPROVAL. FABRICATION MAY NOT BEGIN WITHOUT THE . IN CENEML EXTERIt1N CONSTRUCTION SHAH BE CARRIED DOWN A WRITTEN APPROVAL OF THE ARCHITECT. MINmw Of FEET BELOW FINISH (111 Mo 2. CERTIFIED COPIES , IN TRIPLICATE, OF MILL TEST REPORTS, INCLUDING N. ALL FOOTING EXCAVATIONS APE TO 11E FINISHED Erf NM. NAMES AND LOCATIONS OF MILLS AND SHOPS AND ANALYSIS Of CHEMICAL _ - i n 1 J.�LIC__�I t`1 13AtZ Tl3 MATCH 6. ALL F I N I SHED FOOTING EXCAVATIONS SMALL BE INSPECTED AND AND PHYS I CAL PRMRT i ES OF EACH BATCH OF STEEL TO SE USED ON THE _1X> U: -VeKT, POKIZ. 1MNU, APPROVED BY T'HE ARCHITECT OR MIS DESIGNATE KIM AMIY PROJECT SHALL OF SUBMITTED TO THE ARCHITECT BEFORE DELIVERY TO OP lt-Wo. l KeI NP. 1( HEJ 1 ea ovieX CONCRETE I S PLACED. THE JOB S I TE. X 41_,a" 0!)A Z 15 SNaWhI `/Mjcr. R. BACKFILL SHALL BE SELECT, WELL GRADED GAVEL AND PLACED IN 10" LIFTS AND COMPACTED TO 96'I MOD. MOCTOR DENSITY. 13. STEEL ERECTOR IS TO PROVIDE ARCHITECT WITH WRITTEN STATEMENT C3UT::�'LAC.F..D I-fOfZIZ .� THAT ANCHOR BOLTS ARE IN PROPER LOCATION AND'LEVEL INO PLANES �+ 7. THE ARCHITECT AS.�UMES NO RESM4111LITY FOR THE SUBSURFACE 1, ARE CORRECT SIZE PRIOR TO STEEL ERECTION. GOf�N � I NTEn5ECTON TYFI CAL 5TE-fFff I2 T�(lhI C �►L UF�.!`11r, f C.� ALL BEAMS SUPPORTING, CONCRETE SLAMS SHAH 8E SHOVED DURING Tf� k PLACING OF SLABS AND REMAIN SHORED UNTIL SLAB CONCRETE ATTAINS T Y F I C�►L CG}l�i�l FOOTIN& DE f �-`� �..-I�� Q r� • Q 3/4 i s OF SPECIFIED STRENGTH. T C ALL STANDARD OPEN WEB JOISTS MATERIAL AND MOR04ANSHIP SHALL , l� 1. ALL CONCRETE WORK SHALL CONFORM TO TILE LATEST EDITION Of CONFORM TO THE LATEST EDITION OF THE S.J.I . - .( (`I I�'G�IBC! � 1��T,d►I L- NOT To �-a�-� � �'-TO_ �cQ.l,.� THE Ac 1 STANDARDS. CATIONS FOR OPEN WEB STEEL JOISTS CONMTw.CTION"fro SPECIfI MO'T To SGb1 R. ALL CONCRETE SHALL SE CONTROLLED, MIXED AND PLACED UMM } THE SUPERVISION OF AN APPRINED CONCRETE ENGINEER. !ITAL DECK . ALL CONCRETE SHALL ATTAIN 3000 PSI MINIMUM oaMP1ESSIVE ; T,:,XT- FHT OFSTREMATIi AT 2RI Qi1Ys UNLESS pTIIERWISE NOTED.• I. SMALL BE AO SHOWN ON CONTRACT OAMW I IUD. /!pV I OE METAL CLDIMES - ' A. ALL CONCRETE SHALL BE PLACED WITHOUT MORI?ONITAL CDNSTRUC• AT ALL OPENINGS AND EDGES. 1 (��MTZY WALL k s�Al`1G• ��1„AP T I ON JO I NTS EXCEPT "RE SPECIFICALLY CALLED FOR. VERTI- 2. ROOF DECK SHAH BE 1 NSTALUD AS PER MANUFACTURER v S RECOM MENDA- (�,,t Pb TI 11 b SIK1 P Z CAL CONSTRUCTION JO I NTS IN ARCHITECTURAL CONCRETE SHALL ONLY T I ON OF WE LD t NG PATTERN, TO AQG I EVE AN ALLOWABLE DI AP~ SHEAR oK I/g" 4 A►w GuT I u BE MADE AS SHOWN ON THE CONTRACT COMMENTS AND NO DEV I AT I ON Of 300 PIP. L fM I T or LF-V� 5 O I _ WILL SE ALLOWED. 3. SLO41 T SHOP DRAWINGS FOR APPMAL SEFORE FAM I CATION. #4 GOM PACT ION OFF da ORCING 6 �EINFF , MASONRY X - - Act 1. ALL REINFORCING, DO DETAILS SMALL CONFORM TO THE LATEST ACI I. GROUP USED IN REINFORCED BLOCK. DER LINTEL BLOCKS AND UN BEMIRING b CODE ARID DETA I L 1 NG MANUAL. BEAMS SHALL l 8E A MINIMUM f • - _ 2,500 WITH NO AGGREGATE MORE THAN 2. A. All BARS SMALL BE ASTM-dIS, GMDE 60 WIT/I DEf01MAT10Ni 3/1!". . REINFORCED C.M.U. iFlAll HAVE A MINIMUM CONFORMING TO ASTM A 30S UNLESS OTIIERW I SE NOREO Of 2,Soo P.S. I . C�OMlREss I rE STRENGTH 3< \, If2 \\`% \V/ \\��� \\`�� s�sa B. WELDED WIRE FABRIC SHALL COkF M TO ASTM ASS. D b a �DDA a aa s r o o i• IRON 1 DE AND SCHEDULE SHOP DRAWINGS, ALL NECESSARY ACCESSORIES M I�,SCE,LLMIE•OUS lfJ !v 1 \ a nDa a e TO HOLD REINFORCING SECURELY IN POSITION. MINIMW REQUIRE. G, i. CONTRACTOR SHAH VERIFY ALL DIMENSION ON THE JOB. T 1J t . 5 LAI5 601`ITrK0 L.� J I N T I ---' - _ _ �\ pn o M ,, b D "-as ate,SMALL :"'SIJt 'BA'RS FOR Ali alC,I�No. S o �sTE!>Is° G+ J� 6fg D ._r-� aG P.&C,7t 7 F I L.L a I. CLEARANCE Of RE I NFOAC I NO FROM ADJACENT SUIMACES UNLESS $NDWN 2. CONSULT VERIFICATION TEARCM I TFCTURA L, MECHAN I CA l AND ELECTRICAL DRAWINGS 1�tTAI L 0::::0K -JL--- TYPIC/-\L TW1CKtt*-E0 �/NE5 7�'�0 a OTHERWISE SHALL BE: OPENINGS. EES WASHES, DRIPS,pREVEAl5.1 OF REf+�ASES, INSERTS, /� I o A. UNFORKD SURFACES IN CONTACT WITH SVMD OR EIMDED TO THE EOU I PMENT PADS AND OTHEP, PRQI ECT REOU I REMENITS S' DEPRESSIONS, N O T TD S cb LL E D�,"I"!-�� / ° WEATHER 3". �.- � 3. OPENINGS IN SLABS AND WALLS LESS THAN 12 INCHES SQUARE ARE NOT - B. BOTTOM SURFACES OF SLABS ON RRAOE 3". SHOWN. PENETRATIONS CF STRUCTURE NY MECHANICAL, ELECTRICAL AND NOT To SC,At� C. FORMED SURFACES IN CONTACT WIN 000" Olt pVOED TQ. PLUMBING SERVICES ARE GENERALLY NOT SHOWN. IT IS THE CONTRACTOReS WEATHER: RESPONSIBILITY TO COORDINATE THESE OPENINGS WITH THE SMOG DpA11- 1. 19 BAR OR SMALLER - If* INGS FOR REINFORCING, STRUCTURAL STEEL AND METAL DECK. Mlrt. 6,J.1. TYFIGAL �1L, C0MF/-\CT 10t -1 2. BARS LARGER THAW #s . 2» 1. UNLESS OTNFRW 1 SE NOTED, ALL FOOT I NGE SHALL K CENTERED UNDER ROOF P�GK FORMED tURfACES N01' EXR%ED TO WEATNRfR OR .INN WITAa WITH SUPPORTED MEMBERS. I . u /2 MAX.M�`� II�M1D11 BARS OR SMALLER 3/4" WALA-. Om �. f. MoT s I-fowM ,���I �io� �0��5 L..- IMIT M11"'llitlIMUY - NOTM*X" 2. BARS LARGER THAN 1 i i - It" - \ / 1 COI.. ONLY E. IN ALL CASES NOT LESS THAN THE DIAMETER Of Bl1RS. MNXIMW S. All FOUNDATION WALLS AND GRADE OEAIMS SHALL BE BRACED DURING - - rloT Ta sG�� «i AT ION FROM THESE IIEQU iREMENTS SHALL BE 1�" FOR SECT IONS THE OPERATIONS N'�I�ONUNT I LLING AND PfN1AP1E1 COMPACTION I NRSRI AV'E�BEENu 10 TH I CK OR LESS, ADD f I NC11 FOR SECTIONS OILER 10 I IDLES INSTALLED. S. ALL RE INfORCEMEMR SHALL BE 11MSPECTED AM APPROVED BY T AR�11• 6. THE C�:NTRACTOR SMALL VERIFY AND COOROINA,TE ALL ELEVATIONS ON J O I�J� I `���5� TECT OR HIS DESIGNATE BEFORE CONCRETE IS PLACED. PAWS AND SECTIONS WITH ARCHITECTURAL DRAWINGS. D 5AM •. WHERE COAT I Ntd M BARS ARE CALLED FOR, THEY SMALL BE RUN CONK I NU- NJO15T OUSLY AROUND CONGERS AND LAPPED AT NECESSAW SPLICES, OR HOOKED AT -01 SCONT I NUOUS ENDS.- LAPS ',SMALL BE 30 SiWt DIAMETERS EXCEPT is E S I GN LOADS I - - - - - II �- -- - WHERE NOTED Olt 011AWINGS. BAR LAP: MAY !E OFFSET TO Ar010 COMTIgI ""- r P>OfT CHO fW E XT• OR CONSTRUCJ I ON JOINTS. 1'�EAM Gi,I P 1 �' I _._._______ ACC P.S.F. �I A-r GQI,�j. ( 7Yp.) 7. UNLESS OTHERWISE NOTED, Py1DV10E ALL FOUR SIDES OF AN O1'ENINC, ?nd. thru 3rd. FLCrPF--------------------- 70 P.F.F. i 15 TOP AND BOTTOM IN SLASH; AND 1 /s EACH FACE IN MALLS EXTEND- oR c__ ----------------------- 80 .S .F. SEYOMRI OPEN i WIG. SNOW-Coll ----------- ------------------------- 3C P.S. , , iIlS1CTUML STEEL �It.,r_-__--------------------_------------- 25 P.F . I . 1. ALL STRUCTURAL STEEL DETAILS SMALL BE DESIGNATED IN AOOOIr1ANCE SF I SI''I C PER ^SASS. STATE COPE. J Q 1ST �AI�I f� O N 1"E W I TN THE LATEST ISSN OF THE THE DES INSTITUTE AT STEEL OONSTR I TY�'I C�. ,10► 5T ���.A9 I I�I�-�' �.T,�I l_.. TION (AlsO) SPECIFICATION FOA 1►IE OESIAN, FABRICATION AND EREL"TI O/,:T1iNlCTLIRIIL STEEL FOR R)UtLoiNR�. T S G ALS 112„ _ t '-D 2. A. ALL STEEL BEAMS, COLLOWS, BgACES AND MU PLATU SHALL SE ND To a�G ►LF ASTM UNLESS OTHERWISE NOTED. B. All ANCHOR BOLTS SMALL BE ASTM A-307'(t#ADE 36). 3. SHOP AND FIELD CONNECTIONS, UNLESS OTHERMIISE MOLTED SMALL BE MADE ,I BY WELDING OR N IGIH-STlEMIfi'TH BOLTING. STIFFENER PLATES ARE TO M PROVIDED WHERE REQU I RED. BEAM OOM•IECT I M SHALL PROVIDE SHEAR CAPACITY fOUAL TO HALF THE TOTAL UNIFORM LOAD CAPACITY MR A _-- -#5 G�_�•$�-_I'IU. Gd G 5 ------- - - - -- GIVEN SHAPE,:SPAN AND STEEL SPEC I f I CATION IN ACCORDANCE WITH (Al Y A• -FIELD CONNECTIONS SMALL BE MADE BY 141OH-STRENGTH BOLTS 3/4". liat-10-_Wi &ROUT -7-lt , QST r-LR '2 lz"(DuC, MINIMUM IN DIAMETER OR BY WELDING. !. H I GH-STRENGTH BOLTS SHALL BE T t GHTENED TO A SOLT Tf.MB IQI to UM • - -- T Fj _ -0 .jr THAN THE PROOF LOAD GIVEN IN ASTM AM O. WELDING SMALL AE DONE IN CONFORMM I TY WITH THE LATEST CODE FOR AID AND GAS WELDING IN BUILDING CONSTRUCTION Of THE AWERICAN WELDING 'I ° SOCIETY. MELD!N1+ SMALL BEDONE dGLY UNDER 1 ASPECT 1 ON MID BY GvN G �D�► �t14U- OVAL I F I ED WELDERS 00 ARE APPROVED BY THE ARCH i TECT. ALL WELD io -I' o' I l2"V, SHA- - -- � t�- wOw UNLELSS OTHERWISE NOTED•L DEVELOP THE FULL STRENGTH Ol THE WATER 1 ALS SE I ND MELDED 7. ALL STECTU SHOP COAT STEEL SMALL RECEIVE ONE SH COAT Of PAINT EXCEPT 1 -D IS"H SW ACES SACES AND WITHIN �1" Of f i E!0 MELDS. I - -- 4 Pvwic tr5� l 8" 4 t. PROVIDE SUITABtf BEARING PLATES AMC MOM BOLTS FOR WALL SEARINO � BEAMS AND GIRDERS. -2- G T �I� - __ ALL STRUCTURAL STEEL SHALL K ACCIMATELY SET AND PROPERLY HE{D # PN POSITION' SECURED.SU I TABLE TEMPOR W FWI"g AND STAYS UNT I L GOAT, BUILDING SHALL CONNECTIONS MAY BE F I NAILLY WELDED Olt MOVED.TRH � PLUMB BEFORE -- 1. 67 I _ypt6t� -L SI N wA�� 5 - I'55 MT LR � � • Ir OPT �@ Ian U���A�� \�T�� 1 D2 E 5-53 I `�'-D I'IvKTI-}' �, �7T�iV�(`i�7 ST'S•� REV. I-fY/kN N IS, MDc . PROD- NO. DW•G. DISCRIPTION: DW'G. NO.