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HomeMy WebLinkAbout0029 BASSETT LANE - PLANS Contractor to vorify all dimensions in the field. - - - --- --------------- ►MV) ate" 0 . rwc �%L — �_� ! MATH RM 1 ,*zAl;r1 1 E � ; +316 _ ___- - ub11� yc 210 91 o"r� 314 N.. !u �Nj Pl I. {.�1,0 h - t�,.Y� • } ��,1 t .f Sri S t'370 , N 22°Iq' °it's W 2¢i,q _ + 3, T ," !'I 4' -- - : t- - - :� a i s �. . - �,. �l } p (� } �i� +AFC # t R 3L t 3r . _ _ ��� � .:. ' .:::::. . I2 � , ,.. ✓ I ` • I j I 41liOtiF "Ui * I 3kw�� 54.04 � . ! T_� I. IIL I. II fn fGb --- _._._ _ __ _._._.. - --.. _..._W. _. .. �r ' 38 Z o -r '� L Iz1' H- ,2 + '58,2 + *, .L r. Parking Lot Leaching Catch Basins "' 2 „ 2797 Runoff coefficient C=0.90 fRG �?.S � si �,'t3D� G(,p,5 Average 10 year storm intensity i=2"/hr. + 'ZIN 33 III Infiltration rate for 2 min D� /in=0.0668 cf/sf/min T i 5,5 1$,C, 5,I I gyp' I 1• r LCBa - Average8r0unoff rate 2.Ox?90xc127x60.5=13.9 CFM 3 C f Qlt�V�Rt.{T1 Inf ltrat a e required 13.9/.0668=207.8 . � +W t Usel6'x6'(�opitrw/2 ' stone A=267 (,Cd GF D/ __ iN � � V2 �,, Y N fi } _...._._. LCB2 I P41W-1- F�f MM Area 3780=1089=4869=0.11 acre i�l, r,.,� HI� (, rj, UtL K �I�f Average runoff rate 2.Ox.90x.11x60.5=11.99 CFM :j:.rri.'L::IL�:,LL:' :''L�L�r,r,::..L,.LL:L.LL'':L r',,r'..:IL:':L 1 rrr:.:L:�L.�.:,:..::�r:.',1.,::..::�:;:r"�:..L,I:LL��.LLL1 L.LL::,,...LI:L:1Lrr.rr:.L,.�rI:::.,L:',,��:-,,::L..��LL�r�.Lr:I:L:L'.1L'.::,:,6LL,...L,Lr:,r..':.:L 7�r'::!��::­L r,;:I:'.L:.r:L�:r.,:_��::.'::LL:.r.�­:L,:­L:..L,.,L I:I,r,rr'L:.�7�:..:�.LL':'�r,,I,',,.LL'::,...',.LL­):.�:Irrr!­:LL,LL"I.Ir rLLL.L:�::...-�.LL�:.'L L r,,I r Ir::r."L.L:IIr.rr�',::'�L:IL,rr'L­LI:.L��....-,.LL L�,.LL�I,'­IL'�II.'�,�,I,.r(::.rLIL r�'.j L":..LL.!.:.,.':L I:,,I�Ir I­I:..:L:I,.L%.'.":�.1.:.L�r.LL rL!L'L,,��"!L1.::LL:��,,:,,,I,,.�r:L.­:rr:I,,L..LL!:�L'IL:r:.,r'!L I,�'I.:'::.j,'..,,.I,:.,:rr�L:,..L...�-II:��r':ILL L,'I:i:'­r.!.,::ILLr,'S:I.,:II'L�.rr.1:I.L'L...�,.L L LL L1'I.I':..'L,LL,�j�lr.!L::L,L IrO�L­,,:I':..,.I;..,:LL.'�rrr,�lI:..LL�I L�L�1 I,IIr:..'L'L:I!i�:r i:ILr;.,,.,,:,I�L:LL r.L rrL 2 I,,':.LLLLL.�-,L LL r�,.I I:II.:.LL!r, '�,L r I'I;,­..'!r.LLL 1L r��r,I.�j.:::..,1IL�,:L:�:l,�:,1.,I::;I LL�'-...:�::'�.L��L:�':L_::....&.,LLI,L�.�:1,.:!jI..LL,IrL:LI LLL_.I1..�­I:.'1:�L:'IL�L:I:I,:..rL:�L I!.:�:..::r�.,ILL II:LI,LI:...I��..::�.II::::j:':L:'I,,:L�,].�I:,'L�r�...I:I.LL,:Lr I::..:L'��X IL*:7]!IL I.L,j�,"�L::L:�,�I:'�:I,I IILII:,­L..,V...I'�r IL I]:r:IL I:I:r I�I:ILILr'r�..:I:,.L�:'.I L!iL I,.I,,Lr I:,.L::...L I�'�..�:I r:IL II..,:I:.::LIL L.r�r.�:,.'L�::I Ir:,:..LLj­�r;I:'L.L:.r�L.LL.�Lr�:r:,I:::::.:.L r�L:I":ILrL:.L�.�:1:Lr:L.:L IL::�j:..�r Lr'r:I:,�:I�L�.ft.Lr.,::LL�.,:1L r r I L,J I:L�I,rL,I,::�:::!I I.rr1I.:LL r­�L�...'I r L I::',jII�.Ir:L1..�::��,r�,,I.11:L­:::Lrr�;:,I rL::I�II,�:.:���:::��III.r:I.L.L:I,�r�::L.L]:Ir I,.:.,,,rL r�..:j�(:'..�II.4:I�:L­L I.L,:.�..,,�rr II.:I:.L j�I..1.L..:]�.1.�:I I Ir'LI:I�:r�,r I.�'.�:,:L.L;1:,L L,�.L,I.I.Ir:�'�.-�IL:..':.L:I:L..,I::I.LL��I.,,�I:I.L.I..:rr IL��.ir r I.r.:ILI:L'.�LI,':L.,�:.�r,.1.'ILL:..LLrr:,��r L.Lr:�:IL:*S",I,�:.L j_:I L�:.:�:1 1.,,'II IL..L,,:..�rr.r I.,.'LL II.L,,, �L�L1.�L 0Lf...,_.­.__,.1jE1'7L.L_1 L1L1'.L1'.L.L.ftf..Nt..I...t.....,..W,V._..,..--.d...L W,L'....�I_D'...I'.L._.-'­;.F-L.-._.-.-;._—..­:—.:F._L:.'..1.­L-.­'.L�.'j.j-...'--.)I-,-.I_...V—.A._..a..,1�.._'1I1 PI.L_.1.-."'-.'..1__.'.-'E_��..,1 1..I-:,",. *...�..L 2.1. 11 11 .. ..,:­f:.L!,..'&....I'.e',.I­.....Lrr...I.W.LLLLLLI..".:III&.'r.LLL.I...I11:I.LLr,.-....:..,.IL.LL.I rrL.:L.I L­:�L..._.,.II 1,':_LL.,I.II.I.1.L.Lr..I_.,I.I.'L".1"1'-..,r:.',­...'",,:"',,t—...:.,-....L.'II,L IL.L"!I'.LIII,.,.:,1:1,',.LL,II...L�L'rr.II.,—..LL'LLI.'1,.II:I,�,r.LL1..L.LL:.'I LLLrI,I.:...:—­1...II.".L,,I,,...L-L�'L".I,­,L:..1:1,:�.'LLLIIIL.I�LLrI.I.o,­,I"..I'LLL'1.�I,:I ir:.LL.­....,Lrrr:....I."..:'"rrrr..,�,II LL$!"."ILII"",,.,,L:,.I 11,..�"L,LII..I.L­.....-,..L.ILL.'�:��r'L1­.....,I LL�I...,-1'I....".L.I,:....L...:,.­.L.."".L''­,.-.,:,.,,,::."'I"..I.,r..II..*...:.I'LL"11,::I LL'......1.I LLrr,...I."..L.'.L,L�"LL,.LL� 1....L....II,,,II I::I:rII.".�":LLL.1:.I:...,.&'LLI:..I 1.".:I,.1­II...I,I,.II:,1I...'."I.....I".,1 L�-::,LLI.IrL:,.1I,,�.:L:1:*.I:"...'Lr,,:LLL1.I LLLLI��:I,.:.."&I.I.."I,,,I:.I,''I.'.L'.....II,'',.:::::"LLLII:,:rII1II,�.:.LLL..�I"!,..,.:L',LLL.I..:,I.I rrLL.�1...�,1­&—II..."I:",:L,II&.I:�.I l.LL"L.,,I.,.L,._.:­:::�LL...:,-.I...:L:,1."�C'I..I."_:'.LI":.r2..,,..:.I%.,*I.ILL:L.,II&&!:.L..L.L..'I.rL.1.:­I...,L1..I1.,'.1...�1"..",LLLLI,­ ,DI rL...,:1,.1 L,..::Lrr:LLL L,,,..I:,,..:.:::.1 ILLLI Lr.I.1,:L.:I1­ L',�L,.!:1:.,:.I:�.:1.'...,...L L L":.:".II L:��.V...::'.I.'�:LL.��L:,I .:..-.1"'.I''LL...­I-..I L�':.,,:�,11—.,.".',,'.:L'L,�L�,.) ,1.::::�,.-L:....LIL.I'.,:..::.,r LL�,�:I.::::"L...,�1::&II:,.L.ILLrr L..�,...:].�'::.'Ir'.L 1:::::IIL..,LII,4 L...:.IL�.. 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NCI bEyJ�� 4Nf`Q� r2"t/.1 p( I1L, Infiltration area required 11.99/.0668=179.32 W�L' D� CQ19tC.T 'p I�EW-0 1�—d15I 1I FI_."4 k ti F-\.—"-*ffr-*\-o!11I;�p.,i�I�I I,!%\,N-,2.o1—t�/1b_....&:...:'L�..:...:L i..­�,-�..'.::_­;,_:L�-,,L_:._L,'L.—.ILL­:,,­I 1L.,.".�".,".'I'.'J LL:','LL LL.L....­.., ,• dL�D WC �''' Use 6'x6'Q1 pit w/2 ' stone A=267 a, 'MIEN util' E'f FP W 'Ir r fir Gyf Ylt,l-r MhhhI ,-1DI_,1"',,,L 1,1-,.1,,4,,.o.A...-1_L.,_l.1,..-1�.._-.--..,'.._'L.._'�.­..�'­.L'..'',..t..L.,.%..I.LL%1I..­L.L%L.I...%..L%I..-.L%.-IL 1.�,I d",-L.�I-...IL.%Im..LLL­.%­.,.IL%-LLm..LL�I,-...LLLII�,&.L-I�sI"L.L.L,�-LLm.�.LL"L-.�-%­L IIl"L'..L-.I,-.'L I,6L'II II t L..L+.I�..L III,*,....1II-A.I,,....I-.I..I.I'.I.I..L 3,6 'SltiG ,, 35,2 38.2 i ' j Area 5124=.117 acre �::..:..I.I*':,.., 1 - - - 5 M6 Average runoff rate 2.Ox.90x.117x60.5=12.7 (i" E i 2"W Infiltration area required 12.7/.0668=190.738 rrL :I.:;...:.:;;' r _ o , „ Use 6'x6'QJ pit w/2' stone A=267 — - »... , — — - t - < LCB4 I _ _ ---- I a+ v f ^ _- a'..2 . _.. _-_.._- +�,5 _ __-------- - ; ,---- - -- �G,t ---'A. f151r,1 --- - _ + 3v°14' W...._ ._ , W..._ } I1 - Area 5440=.124 acre III I. LI L. 7, I � Average runoff rate 2.Ox.90x.124x60.5=13.56 QED , ` FP _N � 71 I I �1,o G� 4vrTv Infiltration area required 13.56/.0668=202.9 - MATGH i`i(►hT , ?IA >v I I cF.10", �+ 9u.�D bvl a�EW-rvv Marc=r+ __ I p w M/tTGFI ��(lMIC� Use 6'x6'(� pit w/2' stone A=267 �r . V4/ ....--_� I l +'�V,Z r 3�,5 I I .�� b vTIW'F�Go r34.9 ;31, 1 '1,3 LCB 5 3 I 6 II Area 4500=.102 acre o/� rA � '✓LfsT � ,ewlrh 4 "-;Lmo4A,V� k 7r LN4 Average runoff rate 2.Ox.90x.102x60.5=11.214 CFM YI"_ Afm L7T t[T Co . L ;0zjzVEh Infiltration area required 11.214x.0668=167.9 .- Y1� W/ . - W__ W— . µ/-_ f 2 'DX-& r /�/U P Use 6'x6' pit w/2' stone A=267 - W-. �W _ M- - W _ t, C ( = WZ' FI,4HWAM �f_� ?7Y�f.1 ei Roof Leaching Basins ' It ,A:f Grading & Drainage Plan Average 10 year storm intensity 2"/hr. IN-W!0 Infiltration rate=0.0668 cf/sf/min. Bldg. A Sloped roof 4760 Flat roof 896 CAOrIaFLWf *�OVM -i rC fX °�_.tVA+4 Sloped roof-runoff coefficient C=1.0 "M e4aw- Area=4 W"` - . 1089 icre or . 101 acre11}N 1kV( VJ{�') _�___,j Average runoff rate :'-0xI-0x. I01x60. 5=12.2 CF'M J( A A J1 17 7t 14 _.r-_—______._ _----__--_. --.--- - Infiltration area required 12.2/.0668=183 �JE}�; y�Q1aT "j" 1 i- GPD -y v tr , n L v (Xjl',L' LIC-C4AI4q t� � 1,��... 11I Flat roof-runoff coefficient .9 vOt�f'JE �.. F 1 - ••i,t _ Area=896 =.021 acre � O2 * i 1i r' i I __ Average runoff rate 2.Ox.90x.021x60.5=2.3 `CFM Job Number Scale �,:,IVt,C'h 1 , i Infiltration area required 2. 3/.0668=34.4 40V I�/, �`� WAo* (. W �� III /_ f.Z 183 +34.4 =217.43 qxL. )T L" "ft -____. ! Use �, 'x6'�D pit w/2 ' stone A=267 �/���'4' Date (p" Drawn FA KI �` Bldg. B `xW ! I, Sloped roof 3760 I �I k� —&1 k---4.,—&-I1 4 l ,�.' 1e__l_bYl I-" Ci_OA l i1�1tFzp t) __ p _ 546-tt R. L. Seeberg Associates Mc. Architects y i r'� ( 335 Washington Street ^✓ Sloped roof-runoff coefficient C=1.0 �f '.:�11II I I" y � Area=3760 =.09 acre Norwell, Massachusetts `, 0 01 Average runoff rate 2.Ox1.Ox.09x60.5=10.89 CFM 617 659-7533 02061 I~ , G Infiltration area required 10.89 . ► j _ C. I.' .0668 - 162.8 Flat roof-runoff coefficient=.90 2 O� -- ?� Area 546=.012 acre Bassett Lane Average runoff rate 2.Ox.90x.012x60.5=1.31 CFM Retail /OI I ICe Development Infiltration area required 1.31 = 19.6 .0668 O'Neil, O'Malley, Hostetter 162.8+19.6=182.4 ' Use 6'x6'� pit w/1 ' stone A=201 Hyannis, Mass. T )\ -fYF� -f'� )-r �; r- L'Vt�l�4(q �)IN mod(. (' izE p� ---- - I ��_,) A D- 1 Cd � v H o CO a� 37 � cn '-2 m o = 7-111 .39sL `T . 7 12?13 �i►�c.. ` - t �{/✓ ! 7} � O To it ",� ► -VOI 3 3d e �.��.�''/•�"tom 1 � s.•� - �1� �� - --_______-_-__ 19 JI � .fie•� .d � rf G 9 � } ; a t 1 '04 -c .� � -G � ! 1-74 � 31G ! IN .37•L l ii r i \ 34• z 34. » s Lr � ✓ foq 1 ' r + ✓ R 7 lAJ . F /7 1 v✓A rG/C F r 5 A-jl\,,5T-4 F<-' - r s. 777 SF "EC=F:-X A-T---]E0NS rn ll� [..V PIPE w m 1 9 N A POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL BE TYPE PSM (PVC) � I SDR35 WITH FULL DIAMETER DIMENSIONS AND SHALL CONFORM TO THE W SPECIFICATIONS FOR TYPE PSM POLY (VINYL CHLORIDE ) SEWER PIPE W AND FITTINGS, ASTM DESIGNATION D 3034 . PIPE SHALL HAVE AN � w 1 INTEGRAL MALL BELL AND SPIGOT PUSH ON JOINT WITH ELASTOMERIC J i z O 4 GASGETS SECURED IN PLACE IN THE BELL . ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED AND FURNISHED BY THE PIPE SUPPLIER AND HAVE BELL AND/OR SPIGOT CONFIGURATIONS = Z Z w T� COMPATIBLE WITH THAT OF THE PIPE . BASSET LANE Q lll B ALL SERVICE BRANCHES SHALL BE 6 INCH DIAMETER PIPE TERMINATED AT THE STREET LINE , BRANCHES AND STUBS SHALL BE PROVIDED t V w WITH A PVC END CAP AND IDEN'T:IFIED WITH A 2 X 4 PIECE OF MOOD EXTENDING FROM THE END OF THE PIPE VERTICALLY TO WITHIN THREE I a FEET OF FINISH GRADE. ALL FITTING CONNECTIONS TO THE MAIN AT CHIMNEYS SHALL BE ENCASED IN 2500PSI CONCRETE A MINIMUM OF SIX INCHES ALL AROUND THE FITTING, NO BACKFILL SHALL BE p�PpSET� Q o PLACE UNTILL THE CHIMNEYS HAVE BEEN INSPECTED BY THE ENGINEER �ul`Z�;NG AND LOCATED FOR PURPOSES OF RECORDING ON THE AS EIUILT FLANS . OD w 0 v�A`JED � I1 C ALL SEWER PIPE AND FITTINGS ARE SUBJECT TO EXFILTRATION �a�G 1.1G al Pf�iPOSED TESTING AS DIRECTED BY THE TOWN OF BARNSTABLE DPW . W �J� FAME r fy �ILJILDING cr D PIPE SHALL BE PLACED ON A FIRM/UNDISTURBED BASE AND NATURAL CATCH SOIL FREE OF LARGE STONES COMPACTED TO 2/3 OF THE PIPE �J al DIAMETER . BACKFILL SHALL BE PLACED AND COMPACTED IN LAYERS J f ��� CMG NOT TO EXCEED 12" IN DEPTH OR JETTED PRIOR TO APPLICATION OF 7 1; - :- —— ? _--- �'?_._____ -_ -� _. _;�►� _ - _ s --�_ _ -- - ��,� 'GURP� LINE IS ��GRv,� r \ GRAVEL EASE FOR TRENCH PATCH . EXIST (1 - i SM ri J i / u{ cd w MANHOLES w o 2815 A THE MANHOLE TO BE CONSTRUCTED ON THIS PROJECT SHALL BE PRECAST CONCRETE AS DEPICTED ON THE DRAWINGS IT SHALL CONFORM TO SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE ti �SOUiZY R MANHOLE SECTIONS, ASTM DESIGNATION C478 , WITH EXCENTRIC TOP 3UILDINIC4 rn�Soti2Y 3u1�.�ING �� SECTION AND ALUMINUM MANHOLE RUNGS. B INVERTS SHALL BE FORMED TO THE PROPER PIPE DIAMETER AND LINED Z WITH CLAY BRICK . C • CASTINGS SHALL BE LEBARON LC 246 HEAVY DUTY MANHOLE COVERS MARKED WITH A DIAMOND PATTERN AND THE WORD SEWER IN THREE A INCH LETTERS CENTERED ON THE COVER . D MANHOLES SHALL BE CONSTRUCTED ON VIRGIN GROUND OR THOROUGHLY SCALE i = 40 ' COMPACTED GRAVEL BASE . ALL JOINTING FOR SECTIONS OR PIPES SHALL BE FLUSHED INSIDE AND OUT WITH MORTAR CONSISTING OF ONE FART TYPE II PORTLAND CEMENT AND TWO PARTS SAND TO WHICH A SMALL AMOUNT OF HYDRATED LIME NOT TO EXCEED 10 FOUNDS TO EACH SG :AG OF CEMENT SHALL BE ADDED . O SITE RESTORATION N A AFTER COMPLETING THE COMPACTED BACKFILL , ALL TRENCH AREAS 0� > O SHALL BE BROUGHT TO WITH TWO INCHES OF THE EXISTING BITUMINOUS SURFACE WITH EIGHT INCHES MINIMUM OF AN APPROVED N f1 �0 ROAD GRAVEL MEETING TOWN OF BARNSTABLE SPECIFICATION ITEM 401 .20 . W Z Z EI BITUMINOUS CONCRETE SHALL CONSIST OF MASS . DPW TYPE I MIX . 1 `9 INSTALLED IN ACCORDANCE WITH TOWN OF BARNSTABLE DPW SPECIFICATION 460 .63 .8 . ( 2 0 O i C TWO :INCHES OF BITUMINOUS CONCRETE BINDER SHALL BE PLACED IN TRENCH AREAS TO FIRING SURFACES FLUSH WITH EXISTING PAVEMENT . z L1 w U) - uj AFTER ALL SITE WORK IS COMPLETE THE ENTIRE ROADWAY FROM THE � L11 Q NORTHERN PROPERTY LINE OF THE PROJECT SITE TO THE E f N INTERSECTION WITH MAIN STREET SHALL BE OVERLAYED WITH ONE �) N INCH OF BITUMINOUS TOP COURSE MIX . AN ADEQUATE KEYWAY SHALL � Z - 01 BE CUT ACROSS BASSETT LANE AT BOTH ENDS OF THE PROPOSED - m OVERLAY TO PROVIDE A SECURE , SMOOTH TRANSITION FROM NEW MIX F- TO OLD . 9 0 7 0 g g a � � a Q � cr a ON tw 0 7 O O M02TA2 f- F � _ \\ gel L� AGU GOu Q SC �f i U I o �• ll O Q m O 7 -,D Gz 3S �E'h F�- P�/G Ld w 3 Y � ----- - S= G GO -- -------— a w cn c w w cvn o 0 o L) W l'.ST M L 47 6 0 o i A60 bI Tb ; A,LU►A STEP L IS" SPADING _ i a M O QT ASZ u7 + -1�I Q TS T' o Ir�1S10E OUT G�J _ 2 v � c� - - - -- - - - - - - - - - _ toc -z+vo +oo titCo 5 c:�o w ¢ b. a; �r ►- �' i- c0 w ED " H PROFILE ¢ ¢ 0 L_E � � z SCALE FI-,-)R. i"_ 4 '-_: H° w � C z uJ zoo PS d GONL I— H + � o Q C�t2AfJE SS [LAY C c z CD z P�21 C_!G i rl V EST/� z ¢ ¢ i CE �l1= - - �-- i� >- F- ¢ = rn Lu 3. ) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL LL J w 1 . ) THE LOCATION OF UNDERGROUND UT:ILITTES AS SHOWN IS o w APPROXIMATE . AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR AND OTHER PRECAUTIONS FOR PEDESTRIAN AND VEHICULAR SAFETY "' �' ' '' �� THIS PROJECT WOF:F( THE CONTRACTOR SHALL MAL(F THE REC�UIRED DURING THE COURSE OF HIS OPERATIONS ON SITE . MF_ASURES WILL z �- INCLUDE POLICE F'ROTECT:ION WHILE WORKING IN MAIN STREET , AND o NOTI1=TCATION TO DIG SAFE ( 1-80 0 -322-4£344 ) AND CONTACT THEERECTION OF DETOUR, ROAD CONSTRUCTION SIGNS AND I �- �, z ILLUMINATED BARNSTABLE WATER COMPANY (775--0063 ) FOR VERIFICATION OF L ¢ LOCATIONS . BARRICADES AS DIRECTED BY THE ENGINEER AND IN ACOhDANCE WITH z TOWN OF" BARNSTABLE CONSTRUCTION SPECIFICATIONS AND STANDARDS . TYPICAL SECTION 2 . ) CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING 'THE NECESSARY 4 . ) CONTRACTOR SHALL SECURE THE SERVICES OF A REGISTERED CIVIL ROAD OPENING PERMIT FROM THE TOWN OF BARNSTABLE BOARD OF ENGINEER TO OVERSEE CONSTRUCTION AND "TO PROVIDE AS BUILTPRECAST CONC MANHOLE SELECTMEN PRIOR TO COMMENCING SITE OF-ERA T:IONS . PLANS SHOWING TIES TO SERVICE LINES , GRADES AND LOCATIONS W 1/2 " = I ' - O" A D 3 Contractor to verify all dimensions in the field. Plant List _ t �G• f rtkta l Nit✓ (D�71NE �i WI LIST OF DRAWINGS A it)P' P>k13 No. Date Title p 2U'IZ4 1-1' �''I� - SITE G � 1.��. IG -12 '� Sp-1 6-1-84 SITE & PLANTING PLAN .r' SP-2 SITE DETAILS r �" � '' �� ARCHITECTURAL 4'.� - 10 Delivery �'� �r.� I,to Delivery �F-� Pr b4L`� -- -i- fir^ v' '� 3.rp o• 2_4 - -- - __-- -T— _ -- --- �'GA �hc.Ah �-- s • +s-5(� -- 7 *gp,4j 4--(/ r-T r.�0 5 NT FIRSTE ie) pv � t A FLOOR 6W40L) �iI QV!IJI(/ !2N'l�IF' 1� A-3 SECOND FLOOR Building A part✓ Building B + \'~2-- ---------- --- -- --- -- —___ " _ N A-4 " ROOF 44 + 2 24 ��a � ThMA'ex I�'-t� g f�t— A-5 ELEVATIONS A-6 WALL SECTIONS A-7 STAIR PLANS & DETAILS wj� A-8 DOOR SCHEDULE } + -- -----_ -- _- -- - A-9 DOOR & WINDOW D••:TAILS D SI C A-10 LOWER LEVEL REFLECM CEILING - ----- - A-11 FIRST FLOOR REFLECTED CEILING -- A-12 SECOND Fi,CK�R REFLECT. CEILING Parking + Parking STRUCTURAL p"5 4-26-84 FIRTION ST FLOOR S-2 1. FLOOR FR AMING S-3 " SECOND FLOOR FRAMING 4L/1�t � �� S-4 " ROOF FRAMING fY�iO ifl`�L1+ ,e/l f HVAC _ 7 f" - H-1 6-1-84 LOWER LEVEL HVAC �"CG1L.f.L�1`� H-2 FIRST FLOOR HVAC SECOND H-4 ROOFH FLOOR HVAC VAC 1ha�t Y� V�F-v FX "MV= * Mfg'� PLUMBING ti LAdtw t� o ___ _ P-1 LOWER LEVEL PLUMBING PLAN + op P-2 FIRST FLOOR PLUMBING PLAN t�'' � P-3 SECOND FLOOR PLUMBING PLAN t0� PaM G ! /► /��� P-4 " ROOF PLUMBING PI_,AN 13 ' rJ ✓V^,. ELECTRICAL NQ LXIW L810C / tpfl + + + IIIGDf1+ E-1 SITE PLAN + 4- I; " BASEMENT PLAN + eta"#OWPI12� E_3 FIRST FLOOR PLAN E-4 SECOND FLOOR PLAN -- ------------ E-) 1. RISER DIAGRAM *5/ft;��JGr CAP E-6 SCHEDULE & LEGEND Bassett Lane '' Li m U Landscaping Plan -- ` - ��'�' �� Classification of Building Type 3B Exterior Masonry Wall Construction I (Protected) tz Use Group Classification Type M Mercantile �t l General Height & Area Limitations I 3 Story 40' 13,200 sq. ft. per floor Vp�t to 1,0, ` 1 p UFtLL 1G ( xT � r h T Breakdown of Building Square Footage 12 __ _ Building A LL 5,304 1st 5,134 2nd 5,304 �Zalo)'�jlJ' 42 114 �� IOTA 15,7 /V f�'>` SIT `� ,,2 d'G� J.A t �,1�1' Building B LL 3,904 t? : 4!6a G,lAd5 2t f dJTLd p C�C�GL o I , ME' Nil 1st 3,904 r TOTAL 2nd 14;804 6e/ i, 1*_T o- 7 ` W� Building A F Math — Building B r w�to wwM _ Vow f 4 t..Af �x;X. - - tct ► A, � -- ►� `�-Cf1D1.I A -- �' - �QF,-1'o�� ► +"=��F` ,�, „ Site and Planting Plan --- S, ' Job Number Scale - .. -� Parking Parking-- W Y�WtTC'1�F�C I fop Date ,4, Drawn �tWIGE W�I'It; _ � el?�ovea(� f II � � t3►T G�'�G�P.� ,�•' : \ �..,G�[1�.7. R. L. Seaberg Associates Inc. Architects �, A,' 335 Washington Street — 5 / Norwell, Massachusetts ' ��, � � 617 659-7533 0206t pMv?srmo_ iJ '� '� 'C # WLrG ' f�4►�tP PGd,lnluQ 1 _ N T FLOW T t ARa•.b.WdY 26 Bassett Lane T�lMuq l -� Retail /Office Development - ----------- - O'Neil, O Mallev, Hostetter — I: ,� , - , ,� - - Hyannis, Mass. am 9,��� out wwAA..{{c7��v��r- 0�'�(� A�/�� \�� �,,�/�� �1� aw cur-utar�c�urrE.��v-r� 1'IKM/fl ��u'.�c7v`."�m W&4 VVJ IFw �9P WH � -_ ��-1fi .�� � 1', M,�'wl.,( •'1 Pt M �� '.p5�'r�r•'�+ � M,I=,(.N�� Fi.FNI" iJ� �`y�PS R .gry 'r+� 7•�Y o ° No.5496 ° N T MANSFIELD, F'-- MA h Bassett Lane �q�rH�f tf ffW _ - OF; �� /em u wau, %� ►p :..� Layout Plan ,�i, y �,,,�M - - spi Contractor to verify all dimensions in the field. Lori, BoLighting ' 7 �Vm► ENT- C �llard -_ --- --- volume o f C or, cre t e 10 / ,, ___- ---- ---__.___ - as de t e r mined b y Mounting Details r, ;c. i I I 'itT Engineer ' ' r. tlei DDx 32 -O O Condu•, i 3i4 ^,y !"I" Base plate an boils dLeve1 VERTICAL BENDS I - - adiu ingnuts `� r'+i4 ` �..`1.. -- • a ? -,_, r. :.f I 2% n. Ancho bolts 'i:", a required. by _ F rotting Layout If 1Yh(*"IL FWINW/�ltrAgK rw,T, a',darq square clay !!ue „net 2 x 8'i: (by others) — ----------- - - recommended!oform 7-31tl `�1r /��G �^{ LZ qA square concrete tooting C ;,1c Concrete footing f�ClGK O,yt�'S sl.OF'�" ���r=- P�A►.1 a Ren,ovab,e q b � Oase cover � ! ailows for easy F'>�c .c I ^'Prr' tiw .• Ccv �1C�� C xI on s,te insialiat,on d < H0RIZ0NTAL BEND TEE f Bell of pi a ' !`n• --- - r r •, • or f i t t i n � � �- w�t. '�i�6�ti� ' +�✓;-�74' t-�, U1K 6 - • • ' � . 9 C. 1. Plug � a" x•T i`x`- -- -- T/gHT �ix�Tom, %u/F.�f' �,7af-/� :�.� �? .� �Y----,� ° a/ GtC gv,e, � 7C Gr1iZtr7E�jY F/LG f�RKJN; ��!f�f 1'�A�1 Compatible Bollard4- I r Accessories v Non-lighted Bollards (3510) bookl1 A simple method of � 1 _2�A t _A- ° it the same design vocabulary combini seat,ng, planters -, Short Licf p I p e as our Bollard lighting are and ash u s toge±ner or in ----- p available and are illustrated combinatio to WoodForm (.{W, GVKl*j TYP. e—T1CI�4 along with other Bollard Bollard lightin -s a feature of accessories in the Site these flexible ponents REDUCER PLUG Furnishings se'hon of this 1 ox(rr�to wM Qelr ,- 1 X TNENCN Wlr)TH #A — �&wIN• l~76 : P5 if/Gh' �f� TC RN-6 !! 7VXIPWW 6ZA?'1 IL P LktFf'1CYt i ('rT.�v�I. - - � - F'iN GRADE < —S FT. MIN, COVER F X17 j Nr,W WATCH LINE d WJ � l - F- Cr PAftACNT WIDTH Q LEDGC EXCAVATION I � - PIPC DIn• PLUS 2-r r. TRENCH p�r"CH m 4 ' COMPACTED GRAVCL BACKrILL — NO BOULDEER16 OR BROKEN Lr-DGE -- _ __ _ ( t-- ___ r '�►' ... i T C�R�/1 D FU%'.,' L I N c_ v i�-Plk yL^c` AprtX flkEaT l.LMt`f_-_ .,- R-�P'S� IkGN AJJGNL''IE5 Fk WiKW, ,u 6at `fit Awr Ile WI,1M• IT,-W. J/. !,. ATK 1't*f P•r a*14 ACT Will d , i , rNr MATf tr f- `.4�u �,6 C 'ti.ram.)BRczM � H 1B.0 Its i'ihGE W ttR a�rrtawt �z�a r + ? -- r ° _ T"6 TOP. �t ter� fix I'L61kA�-At 7 ZINI. �!\ rh^TGM,i. �>n o. ne MIN. C3WIACTED G 11ti'��. 3A�Kt'ILL Lll� W>RC tS+tA tcl�� I -- '(fi�N CuGK)rJ �.,44l. 0t v*W 11� t ` _ _ 'RUN1c �C I�JC '7(1 k�*d t yt ✓l r rv' ,y -- - - — - qtif Ok MtV W rrtt A iv1lwmuM '-!2 W 1TM '1 T�!!ucrJf 'c•> CiF ' �` N t- . iw-'e crt lv AMC, ;ir,�w ee� �cDM Tt�t'A•t, TD i.oWv!,T TYPICAL Tt� EN_C SECT ) QN ,� :1 T 5 4 Vl,®MAtiGTC'CT MdWf"�--_ - lb*IT !, 'Ili�lbbt t , - -0 CF M l- hkA L t"t i� �N Yrw FMT� e r� o � A, 0"41,1 lt-4 NUR"W-f ALUM. OP10to -tJ[C't>WM 0r-' QA),,ir_QT \ suEav>< e�v�L.vlA�c. T IZ U C V- / � � m �r �1'J� <I�I�IG. �1 C UP�UC ,�t�►I(. \',"X1!1TUKWtttli Tit `aa1 CP rr e,*0'i_ Fie 111�jNAu. of MPS '41 t05C �• 'hlp�'t��F I � 101E C fW. W O T i. : r70 L E D E P T LA I c it O'1J TY�t r_- Q�I Z '� Pf �i iP�Cd UC7��iG1� 1., I E�DNZG ANCf� 8 WNI Site Details G lL I p. = 10 % O c TOT 1 L R Q` P'T �. tit 1,.. + ' _Mff eYu ,�- P.1� NNW>N W/�wGEiL L V_U GTE ?. TA-I Pleb•tT GF 041i rN (o'LAY��> - '"� -vr PR GMH-7 ev w� cr-wV4 r t ?e (& I "It^ Job Number Scale 7? rAuN)a r*5 6014,641c� Of, P!� � {�PXlf�1 N F'nCvJ FM �►Nd � ---- luu Me m"$A• -r-►.!F�!- f1h 't"1NbdL A I r1� ' tN. r_ l.ctir� UNC t:K " I N G�ilk 4�' ►�" 3 � ��+ zap COUTIUUOL)S TAPF-ZE l:> ty V A L VO L E EKON Zt= ANG>rt �v.t,P1. Date Drawn ' �•-�• ' �t a. Get �-- -- ALUM. G fz O U A.S C� [�a OT E C T 1 O u TG° GF tir°J.t. � AT -�•Y , Cr°GK F1t,( 6E N W f NEE -40or ,A'a tAlQ&q 0 ►►� NUr.�x`�'f 1, i � ILNrTML' �t� f'1 'tvf 1 _ r,- ! �I� n _ R. L. Seaberg Associates Inc. Architects CL:I.s1.1,tT u�rr7E;� ALUM. CI.ASi�i c��LL,E1'.: - -NOW ') t*�•I,L IN art - i �� 335 Washington Street C.-1 U L'Z'G CCU M P I ; �; lj ,J"�,r�r1GTf�� �U.f/h -� � •J�}�'��`'ET-L�P�,�F{L�' ,nPrrf'kEO I� Norwell, Massachusetts _ wm rKahrrJ njt, r - - -- ` f D 617 659-7533 02061 � _ ) j ( '' I ' IJvf1'nvl° NwTf�rl^� 10 �t1T.°SWAY f'hG?1 1Dr' � � � � � i ��. _ Bassett Lane 0 4 ��1�� �nA SIN � ' Retail /Office Development ► F7=R'nl _ f t3� C o � (� 4 vV�T >� �P C p GLJ y 1��,�y ,yam A ,�y ateN 9 i" lr .�F Pb �� �. `_'� ' � � 11R,�� (V`.YJ� �u'1'r-i^�L� ��Y'T'T� I rLV� l / - \ - b ��i > > �,�� � �T ,- v �„c: L,��� O�Neil, O'Malley, Hostetter I <�t or rrr-Ic tC vF�TiII&I . t \ ;� Y -" , l Will COvo�.z snot,~ aco��t� na�>: Ta>n�� + � I > - �iMovNoa+ �r�, �� ><� . , Hyannis, Mass. 1 ` f • \Vf SCZEEU�p DZY SAUC> �'IT' Frfkl 1^1,(,��Z FtJrTI ' - P>+�'Lir mf. .;�NT�Nt✓Ic I w l 2 G -14rA►N. PKI I a ' Pd ► a !rWt.crr41 IC> cALUV,. 00T 'n Jr.,, 3t r -1 1 r G1' Wti v CE� T AN - - ' ST E E.L W i.C�i F_ 9 Pw MAdaT r TO (lf AT L&W !d": qttF_ MIN / GF 12u DF.IriK "FbQIJ ''12E C+r I! � / 1%IfiGT GC NpU IT 1>t Z�t 4�1 r`t' 4 Q. V rL'1" GALV. 9T�F.L TZ� KT`i `�ttR-_UP-� f�NT IN(� Ph+dl W t71 C A L CL#A C , U&H- � � C ' Contractor to verify all dimensions in the fie'l ROOM FINISH SCHEDULE No. Room Floor Base Walls Ceiling Wall Types yc=I�v 1 A01 Storage A Conc. 4" Vinyl Conc. & GWB ' 52 v" 3v.o' tiZo" A i 4- A;rA►e 2 T' 4-1 Y1441 ("p f'1D llr�lDS�2" '2� Pe = =J9` I!a" Ib=io��n Ib�Idl2` .d' 5'D II!3" I o I� tc 6 — a 6 T6T 4i - �cotit. AI i I/Z 'LOGO' C�iQG�'•XAK . I T+,11'2 C6tG�'�� r 40, " r FD cr) rr� r2 x.�+P,, �dl +` - - - -- 1 B V Conc & GWB It,. � ►� I - - -- +dam A - - 80 storage Conc_ 4" inyl � r',/1NT� It T��'_ }. �aN�K�lr Cll-i::- •}"'fl!J(L o r— —r 0S_ `rke 4 gwo,4,T A-"1(1f lt, INS?rD i N I Fireresistance Ratings of Structural Elements (in hours) AUVr,. ^I-I" 1�7, !/�) 43,,,�i 4 e 2 , � Z\ ' l,yP u f Co n s t. QN2- t). Gt`/l ``��. . !uR-C4►,'`"6''M� '1 '71G 1 p1fG' �L Structural element 3 Storage A Store B Note a Exterior Masonry --- 1 3rotected 1J 1(F�1% N NF_'�- i % l c� " Exterior walls (Section 906.0 -i J / ---- ---- -- -- J B - - ---- �- - - ---- o and Note b _ �rfL1C}�,1,W '� CGVIei, 2 ElecFire separation of 30' or more Bearing 2 �, �lu.C14�1 ( or— B 5� o Non-Bearing 0 41', �,-� �A7 I 1. Fire separation of less Bearing - �/ ---- than 6 ' Non-Bearing 2 Fire separation of 6' or Bearing ri $_;;f7 more but less than 11 ' Non-Bearing 2 N ® 4 Fire separation cf 11' or Bearing 2 � more but less than 30' Non-Bearing 1 1/�� � �` t�G•I f�.U -u'/ Elect. _ �A4J -- r -� — -- -- 2. Fire walls and party walls ' F o I 1 (Section 907.0) 4 A6 -0M I 3. Fire separation assemblies (Note e) 3 � OHS i►•Ilz-Cc-�o�-wP-� m 4. Fire enclosure of exitways, exitway hallways 2 and stairways (Section 909.0 and Note f) C "m I U� CibN��ItL"1'CIF 5. Shafts (other than exitways) , elevator 2 �.� 4 - j A6 / � t.A' {�d1�1`�.' � hoistways (Section 910.0) 7 6. Exitway access corridors (Note j) 1 elm,k 3 II _) A6 A121Z+►G _v I o Vertical separation of tenant spares 1 o _ 7. Dwellingunit separations (Note k) 14 2 ,o Other non-bearing partitions 0 - � A6 N 3. Interior bearing walls, Supporting morn 1 � ��2'64T1 Ilya, bearing partitions, columns, than one floor es other 1 I I roof trusses)sand (framinghan Supporting one 1 A - - (Section 911.0 and Note 1) floor only AA7 I Supporting a 1 2 I\ _I- roof only A6 --- D 1 ' 9. Structural members supporting wall 1 OM2 irD (Section 911.0) 10. Floor construction including_ beams I (Section 912.0 and Note g) Y¢HL^P02 1J.. Roof construction including 15 ' or less in 1 � tN• - � beams, trusses and framing height to lowest A6 &v1�2CaAw,na, 912archOsandd roof Notes g andck (S)ction member ' More than 15 but 0 U CFtbl°�{d1�I,H.L,/ n; less than 20' in 5 height to lowest °� �'rf"11 JTD fi'zl:e1'�- • n • • ►o" me r Zbe r Miu 4''�P FI L ,-tg 20' or more in 0 � W��^oiHP..►IJ� . . ��• he _q} t t , lowest WRIT 1.,V„u� Basement 15^� f-A WvW e 1#4C1�''� .xa 1:iw - - _ _ •/ I Job Number Scale . - - Dato Drawn t� �MA _ aA NPML IJ b HO ho)m t� 2"Dh►tTOI�I /2"2µlb I�p �— �`��( 4� � FFU� Y2''=1'0" MAT�Ki, R. L. Seeberg Associates Inc Architects �� �2 AEI ��� 335 Washington Street 'f->}�' M.h pu cd Iulz, IIIiT 14MI� � ' Utz Norwell, Massachusetts 1 MtL�7fup'� R�J , 617 659-7533— 'il -- ---- m - _ r — -_ 1n' I ' Il.TILu �C"D _ - � �� - Bassett Lane y a�N Retail /Office Development • - - _ F �„� � �� ) � �:�;, O'Neil.. O'Malley) I iostettEl �, _ '? 1 � Hyannis, Mass. I. GNU ,� �/a+ 'III �H2"PaA1TI�V,1�411'lll. ftU( I � Af,Ui•'1 �ME W� ah 1�'R ti-J. �; `:.q��•�` h �� �l� III I►Jr/(�,�l,Af-j/> e c` °,�, c Z No. �:'-96 _ 1 / r r � IiA �.`. N \ �y� �. 7N r1�c z- If-Mh \ \� "1/ Pl ice'i/11R�i I Qh�� FM ME j Trim wow m Imo,at, -- 5 Al eA2 3 Ih�I•C A 2/2N-I�a� ��I�O,, AZ I�I�pr /AZ 1�I,1-0 A2 Contractor to verify all dimensions in the field. ----- v �Zlpl t4-r.cax.cVQ5 SQIv` At *A�) I" L1 AT_ I!d' l�:•," I:d' -- - A2 CZ�V,TI 4"V1N11. efW15 Wt(L M-AT 1 Il` 1 1 I r 1 r 4 dl - A 51-2 EMIL, I — 2`/2"VI/J`fL (�Vz �:T �-1 4 d' �-4` �.d 4- 'b-o 8'� 4 4 "` Pilo. In,o, "cap,niflev� A4 N1.I. . . VV%. WI, M O. Wt,D -- - — Ah )1, 2 2a2"0141'L (�We> �- cc+�l cam � 1.AV YItiM. 4"VIN�I. P W�U�) aw8 ,� ► �' I w All /11AII- I g4PI4 T, 4"V19A, WVA!� �GT A _ - --- _ A a►2 �r�l 2 ,T 411 v��riwt� T At1 - --- ,V -------------- 4 �I + Retail 1 Retail 3 #��i LAv ✓ruYl. "VII,Cf� C�WB CND) C�Nb HAT eVIPYL EWn Krt-,AA-4T o VINYL, a v►I.�, OWb�) gwrP I II AnIP_'3 14 akl T e wol- qwr� aCr Its4 _ <JFAI� 9' I4.1,T YINY(, EIWb ACT ! I ( Aar c�2►ie �PRAvoAI Lobb � -- _Q Lav I � J 4 �, �„ I 2 Al ' - t it \ I Stair 4 a - 4' P - t Lav ) _ j�jr I 3 Lav 1 " I� air 1 II -I - I j A�' N - 4 Bb I Lobb �------ 1� U 'Lobbyo O �� Lobby - , �) I iv !4x 4p> tic AZ 4,4 4!0" I " l - _ - 4 1 s. _ �' o I I - -3 ( Al W6 ♦ � Ctti Al 1p �' � C�Vb � �g. l � A9 O .. I �' ��►►J��JD o � b 5 _ Stair 2or- 14 5 2+IC a2 I 1:1ya 'N �-4"A�x,iadb w/lrV I �1t2 Tf Il.�x� vbowwM i _ - ¢'w ff Ki�cly l i cJi (rYON) til - Lav —' } LL. I Moue) i• '� - OF _�- a y TtAtr 1'I=1 PGF 217 M 9 T ; 1 7\ Ito' ' G caw A t7 p ^2 A6 : - -= _ __ _ _ -__ - ---- - -- p rtn, nrva-�Cuo'a.. � � . 3Y2N� ►I �'T1'I►Y�L•W�4w11t✓ t 5 PCb� V! LEL' - _ Q�u '� loll 0;111 L..�" -- �- — il.� —_ 4 Y N.o. - - r A6 ly � ! � \ Retail2 j I ' CKt �cOWcO �pv I 7 9 8 ' - ' 'L 5 e� ffle►M rV v ( 2 /1FAY -+7 Fiume-K: � III � , �� O •� 4,"GGxK. 5Gf}� wJ��� ' V -� - \ S b " vim !q/i0 �► E ---- - I"► .c4yr►, I First Floor 1 f! f cN"ir aa�is asp 6—� � C� A►vAZ�D a,l�l `a 4x4 w/wwwr+ '' I I Job Number Scale �xwrvN l0"L0.4M CTyJ Date !o-I- Drawn h�?� U� ¢ VUE M v+u O "VM 4Aal� P.l.W—j _ R. L. Seaberg Associates Inc. Architects � N - t �I SIP f�r,�a��lu 'K�v�u�E 1 - �Nr,C'' 24",--- ec,vfrr. �1i�,c i. Y-f�P I txr� =tee � �c� 1'�+� _ ,' - -- fi��+I►�t l` I �I�t•� �rrrr,,nrLlc�i \ 335 Washington Street '�''fJcP. �121P ��-,.` 1 1z� , Norwell, Massachusetts n�� p� 1AiID1 Xis{D �K� �lil,, CGL. 3 y \\ / �F� 617 659-7533 02061 ✓flLdlJf \ 3 ( " Ij'LxP, hTPJP , ,c1. L4P , hl:DLd�,rf II�.r,1�1 �rz, v �ewC \ 5 Zia 10 (�Kvu4 w� ��7 - `J t' I I rM,Ate)e lace, � Avg r ICI wI Bassett Lane �he — Retail /Office Development O'Malley, Hostetter 1 � MA4F - ��2 7 o O'Neil, �'D I '�- u I Hyannis, Mass. ' h 1ti �A"Pa MP 4 i qy4 1V2--9 i ��.P'S - r • � 2 • „ \ VAIN tie. No.5496/ oN ��1� q � � I 1 h�Ilo'YZ —' `l2"21wb 1'1'D- 19 01 U2 CIo1 rlo. A2 Contractor to verity all dimensions in the field. ROOM FINISH SCHEDULE a _Sq. Room Floor Base Walls 'Ceiling 1 A21 Office A 2-1/2" Vinyl GWB 2' x ACT A22 Corridor Carpet 2-1/2" Vinyl GWB 2' x ACT 52=0' 'otS2'o° A2 3 Women VINYL VIA M1? OW5 GWB A24 Men VIpyll P WUt MP-*t> GWB --- elo k1,44 IA,4v b-o' 440 - b=o" ��" �}0!D' 3=a" t':0" a=4" pad VO4 ,44 A25 Office B 2-1/2 Vi.nyl GWB 2 x ACT M1 0• 14 10' ' A26 Storage VAT 4" Vinyl GWB GWB B21 Secretarial _ A J - _ - Area Carpet 2 2 Vinyl GWB 2 x ACT c, e 1 n 1 B22 Secretarial Area Carpet 2-1/2" Vinyl GWB 2 ' x ACT I� N I N II I t i 1 B23 P. Office 1 Carpet 2-1/2" Vinyl GWB 2 ' x ACT 11-Z�/1/o 3�8 11-2�16 5/t� 13-03/8 1 s� j P.bfflCe 8 P.OffICe 9 P.OffICe 10 �24 Conference Carpet 2-1/2" vinyl GWB Metal slat P.Office 7 31 63 825 P. Office 2 Carpet 2-1/2" Vinyl GWB 2' x ACT S26 P. Office 3 Carpet 2-1/2" Vinyl GWB 2' x ACT dr g3 �37 k v B27 P. Office 4 Carpet 2-1/2" Vinyl GWB 2' x ACT B28 P. Office 5 Carpet 2-1/2" Vinyl GWB 2' x ACT Office A p _� B29 P. Office 6 Carpet 2-1/2" Vinyl GWB 2' x ACT oa LA2► v Y _o �q B30 P. O-fice 7 Carpet 2-1/2" Vinyl GWB 2' x ACT Secrets ial Area =�� 2 B31 P. Office 8 Carpet 2-1/2" Vinyl GWB 2' x ACT _ o g21 B32 P. Office 9 Carpet 2-1/2" Virvl GWB 2' x ACT B ;�__-_ "' B (�3 i% B33 P. Office 10 Carpet 2-1/2" Vinyl GWB _ 2' x ACT - --- _ _N B34 Men VIUYI. "VINYL. M>`�iVt/f5 GWB Q � + -- ViOI IVG115° ^Ol 1i4+ B35 Women VII��. s{'"�/{I�{1'L r4a�IWa GWB o ROf i e 5 Rof~fi ' a 15- B36 Closet Carpet 2-1/2" Vinyl GWB GWB =N --— 132 { I $tr . Kgl ��I { t� 11 L`J U, I = --- fiJ `a _ Stair 4 o �,GI�Ef pol-ty ��` Q I'�" Ids' - - ;b" --- "1� 1'-4Y4° U'.2'�'b' �n'-5" I'-'�� s `r Stair `� ,I TyF_ yfx + 2 -- 3' N1 - I� - - N St 1 �` 11 i-�+/ 11 � I C IOSet - -- ,�$ � ' -- 4 k- - f lg�l I o'l't ` — 1 blr' 1 5-1" O J `5.1 �? Ib'' F -- - 4+ 14 r -` o ' ( < t,Ce 0 Y� CV s c� - e - t A¢4 Corri DOR :� A6 f 'z3 C P 3 - _ fl�r _ K GA711�1�f i �' fCfi, 2 I. W/5I NY, C IMKok C�IuCt Fu It 'fl C�(r19.0 LIT-�X.It12) t Secretarial Area W��GABtu� o �3 A l A3 ��,b° , 0 1 I 'AIM I,hM IV10 Ivy tr2 1�7 3ytJ 3 B ► 2 I rt k A3 As �' o a o Roffi;e 1 Confe ence bffic� m �7 4 0 d i 13I-o5/gll 2 _ Stor. I Its 71 a� N ,�{�pryer N --- IV 4V + - 1 -I--- Y2"=1'•d` �2)'�,� yq-ht1,o�� el \ p Office s r - 1W NR C�VJ� ftP 40 00 8 _ - - � �► �iZ' i _ ai - R l AM,Vtuxir _ � tL — ! 1tNt(1,h(tZl7' 010 4) — _- ' - `� P�►I�Y17ZZ � L Itm '�1' AP e. _ \IF L 11 M.O. LI -- - 52-0'------ -- ---- -— �1`,1Xir i 4J r� l0 1�1 i -L�� T,ve�. 1 Z Second Floor - y�: Job Number SCsle vAlte MC ipo MP *OOW Mile" TOILET ACCESSORIES , N ��,1 � _ No. Item Description Manufacturer Model # Date 40-1--FA Drawn rVA v�uri If�P �40) ,VAf�e�E a:,.sae- '' to 'D 1. Partition Mounted Feminine Bobrick B-354 M� I ,a -� � �J� m Napkin Disposal for Servicing Yet I r, T Two Compartments R, L. Seaberg Associates Inc. Architects n :� ht' �a. �: ' o w 335 Washington Street 3=5'Ja'' ti-51t Z II 4-0 (I I f 4 2. Multi-Roll l Toilet Bobrick B-388 -- - I - N f-I Recessed Multi R Norwell, Massachusetts VAdJfi` J� - - + I Tissue Dispenser 617 t35 9-7 5 3 3 02061 3. Partition Mounted Multi-Roll Bobrick B-386 Y¢ "1� fD Toilet Tissue Dispenser for I � A� vA-�I Q y ( �� �jxa7k �w i Servicing Two Compartments � " 2 �J I - I LAM __ _ val.ou „s lo" _ , ,�. _ -_____ _� N ___ BassettLane o n o i J ---- 4. Recessed Combination Towel Bobrick B-3947 � M J � _ � _� � .D p�MEL =o i�.�1fY�P - ���� �I,UQ�,hRJP Dispenser/Waste Receptacle r,,,�, � k Retail /Office Development rmaJ (� 5. Recessed Combination Napkin/ Bobrick B-35024 O Neil, O'Malley, Hostetter ��►- -'y Q��y�(> -'\ , Tampon vendor �' �> Hyannis, Mass. 4�� 3'•2" 3'�5 q1�jq � 'L2'0'- 4 f�f1. 6. Soap Dispenser & Spacer Bobrick B-8295 -- �'M11k'13'� (#8295-H) {IIL �l V4kT J 7. Hook & Bumper Bobrick B-212 LiV�f7M�1�1 A B 4wnM� � t�h wkm >rr: C,r � %4's 1-'0" A3 Yk�l'n" A3 t --- - - - - _�u v� ..__,_.�_',p;,,, yy�IQ►t t/4.�{c I�u i/q,N-I'-�" Vi}•tL i�n _ - - --- - i �" l , AN. Contractor to verify all dimensions in the field. 1 2 J A - \ t11t IT evAtO s GLi n ? trr(1, Va Mom- I.hP t✓(,IR�N t r.tf� �A-M,Vl t T G1bI�Y GUI MGM \ rA 017f CC- 11J7`�KIbIP (t,lt,AT" IWb CAM I ... --- 3 - - � ( � I I C.�������Ci I t'z.N� �/�M 1 �trT►1 •_ �{'h t�i 1► 4Kto '� RUN (�tVeL Pti -7 I 2"hgoVG AVF fAZY, — - RX14) 14� i i i I - I I I I � _ - 6 - \r O I -.s _ �"'7 `.JT I M V �/ "!• ►^ i��/M1l l I�� 1���^' Y■ 1 V 44— I1 �� r Y _- 1 I -I" -- or I M - - -- � A¢ Air,H =z the K� TK6�'t�'D hk� %A,ILE K- - -- - i — - 14•'I_ — /4" Dit __ -- - tiA III fPAt1M Oc 2 JOLT" j I I IV !t>U L,4,7- C U T x LIP �P 6H ZC)�X> G 2�"D•C. �� = r�IN� � I / 4 1 ---- - - - � J �".' 2�Pj mR t x8't-R�Tf D WGY�D ►.r+•1:-;rc1�. � 2� �P- .� t -1,�'�'��, 3/�F' Tr Pt-y�:aor� 2 ol� �� vy t tN M�Eta l c.� fro►-�-rr✓,�t�'t'a rz ��`' ='cT. 6E Ply w�v _ ---- -_ __- -- uF•�o� -f=LAB` Roof Plan and Details 1 _ Z 1O"m� Job Number Scale Beall-p LAf f pl I,F- _---� I .: N i i�r°"fitt�P a> - Kim ►�•4E LA? �- Date Q- I- Drawn CO -- -- R. L. Seaberg Associates Inc. Architects LLJ��L L P 10 M AZ9-A lC IE (�..�MfI Nv R�N 1 51 � 3 t= tv IU / t,1,R Washington i �F i V M " pA I 2"A� UM Itu vYY� upvr �— 335 ell, M tort Street -tr I T �°�L-L t wA'ri f r' M�Mt✓'f.ovtl6 :#1tKlk? F•t l bH N ��i�►-� L,o,I� � !T Norwell, Massachusetts � }N►.� ��i°�i.� Nt�:M d��NC 617 659-7533 02061 17 " r IT _ 1 - -- -,�- I= - Bassett Lane Retail /Office Development N O' ' �P ►� 1 .�.I -- - - - ell, OM alley. Hostetter Hyannis, Mass. r=tu.Ert fz ®© F Df?,AIIU f•t, T,� 1 I�7 r=7 �1-•� I Q 64 I T G t-1 POGt'c 'r" lit, Q4 ,ram 4 Contractor to verify all dimensions in the field. MU ew mj 1"fAm V 1`M,�rt I I / f�K5"�,�t11T1`-e lb ►ti1hTG1 � (Pick Wt S 0444 WD POWA W VAV.1• kArlo N1A2Q.H T�G'ttli� � � - ' — + PM MA7M1 'FY,.At'►'1th Z - L) 17 Gt�J� I IJc.=t�.4� �w C�dQTU ---- — - — ---- � G� �,r � , � ❑ -. .. - — � ; -- U 1 t -- i.N_ _ �.�L7ED ��t?f CA�x='fly — 1 =Muni I o - I �L J I tvtA Bu�x I 1 jTry, wad, , rtMA a � I IL - I I I � — �-t 11_ East Elevation Building A Building B r,�"�NWM1ttlaiLD - IZ �Xb'vn,epn= 60-ce1D ►-*x* rwF CoJEL' w► h�l., - - _ + t j � � � � /UZ;F 11VE' 11.3iD GI �V 5FP*D � --- bib — -- - - - T .. r7 -- - -, - T''r1 - Tr + r fir* _ T. - ' -� ' T } __ - - _ +--- - —- - - a _ I � C `tr —_ S - - Ifs, 6-n lu } I R_ —=- I - - -- - -- - _ — C ;ter tea► _ — _ — -_ - ___ KQUI - - -_ - -_-- �+►��"-� � - _ — - I LXta'i �� '�Gkt=� I U C-1,l~� - I �► I i '� Fill - 1 D�'D I IV I } ,q � Ni'IL H- 1� A - - — ratCt fJrY�t,.7r TAT Fix U�T1UJ B �„ ►0=4" s i mom, North /South Elevation - Building A North /South Elevation Building B Elevations Job Number M1114plw-CW //'PjVLrj kit ftFT� - - C ` I I Date co I W Drawn ' u M. - hf�'i0tT�4 0X � I �y��, .v II F+vr7 � re t P -_ - - ---- cur V f ILI - WnLICo�.� � __=- -=- - --- - -� - -- --- __-- __ -- - _--- _ __-- ---_ . . _ —_ - � .�-' R. L. Seaberg Associates Inc. Architects MIA 335 Washington Street 1z3igh�, T- - - - - h�F1L� Norwell, Massachusetts o 2 2 5 �- n5 2 Z Q �^!/t - 0206'1 _ � ❑ ❑ — U � 617 659 7533 i�� t13yt� � FJ - --- — - _ �-� - - -_- Bassett Lane > -_� _ - — _ _ ---- - etas Ice eve opmen - - — -- - -- �' O'Neil. O'Malley. Hostetter 9�w&w R-, Hyannis, Mass. --- -- — - - LL -1;2 j.CA�W-ejkv.?AL"2 MIL, yelp I It' vh � B ZL e:e West Elevation Building B I ' t4 4 h Building Contractor to verify all dimensions in the field. l .A4 . �� i� Ae - - - ., � � -��h'1=G tw:� �►, 1x`� c.uoor �rocat�+t7 � IG'�LaG. IMF, r v M7t-. oil IL � tr.�14t GIG. 10 2 1rxsTs �I Aq kD YZ } " 1US-Ut}rT10N 2 I t/7 /(MI DtJ t AV"�L C7Ez' c f. aL all -- - --- -- - -- - _ - -- - - - -- --- - I t"\q �PgA R1=P F tee#c� - — ---— -- —_ 7 L 5 ffVA ODF Ir ec- X - 1 �usy� . 2 x 2 �C., Tj X- cM M TL ���`- 4x 4 X V+hIG, AP*o£ ; 6 � � - -- _ - •� 9 -- - qx �km., c \ A --_ "3�8� Mkt. 7tuwy � �- ��; � -- - --_ _ 112'� F t�r+r�a �� K� t-f . E No OF et''(`�,.n eFOCl- . - - Llo� /` _ --�_ . _ — --- --— III STC--�L A4N&Lrr5 (^51 cvgwp� � � �- MIS Pa-y ����. .►�Fz. I ��I�K v�-t �, — -- -------- - I — 40, ore, a TI%2 I 5�o� A9 � �-ebr-�e• ��.a►T"' -- /G.d" ('�1' , � � d,G. �ANK/ o"I� D.G. Jr -- IF MF* -- - -- - �� ii 12 A�+-i ��G��1`<GN 1Ntt Y w" r/okv�l� /� • -- ' �' IA ftvF\U«t, !► i I Gi°�MP INl7 --�— - - - - .. .. -- - - - --- - - -- �'(Oi�t L 5 ._ L1� �Jfi(1`I UA'T1,4"N i � `' W "'' ` Wall Sections '"YPtc,�� �ac,� Icou uw�tts)fl _._. _�" �'w'� �K ��,�" t'''pr,Y .- -'(-D I D I ��l�GVy �11`!. G-t��� --- �-- • (T`(M(/AL Au- Fw, W� ,) a Job Number Scale Y?,ILI Date Drawn 1pa' -,V20 ti R. L. S•aberg Associates Inc. Architects 00 F �� W ,K(O ICIV WUJtA �- -W 'XL \VWVI 335 Washington Street -- ___ �, Norwell, Massachusetts -1 617 659-7533 02061 --s • �. • • 1 4"MIL. HOLY Y�I'01` P�°d�l ` � • • ,. —._ - �}-"N111. f�y —_ 8 =R•IDI� C�uCfiT`�I�f',LC1'�' ��1 D ,•�._._ ��' t- - - Bassett Lane -4- Retail /Office Development O'Neil. O Malley, Hostetter WIN=; Hyannis, Mass. r> 'No. 5496 � WA ' �mij, �� 2 '� w @ '\ _ _ t "-mot.vow h .`Tu�xt( 4 A6 Contractor to verify all dimensions in the field. i c d TI - -3 -- \ \ — HA - - JL —A, L 4 —_ i i d lflto '-� lo HAM qj i -4 - --II �Nlili�oh/ aI�L-► NNL�' — �-�p n 1 0 r---- ;-^- =4s I Io 4- 4— C ' I ; ovik.,11W UJ ctxx,Loci: � Oft \ b�4- C Stair Plans J Sale Ot ob Number 7 Date to i 8� Drawn Plive _ -- - OM r F , N r — _ ��� - r b R. L. Seaberg Associates Inc. Architects � 335 Washington Street -- 1-4 t567 Imo. s d' 2f I I r z _ Norwell, Massachusetts � ! 617 659 7533 02061 i Bassett Lane � Retail /Office Development O'Neil, O'Malley, Hostetter ,��, �,�.,� Hyannis, Mass. -4 2 6VA _. - - " ` 431 6 4W .' N CA CP No.5496 ��Fqc fti OF�SP� _ _ Stair 1 & 2 Ty ical Stair Section B -Stair 3 4 �/ G' - A7 C,:;ntraztor tc rarify all uimensions in .the field. Door Types Frame Sections DOOR SCHEDEULE 0' 5 ' 2 � �8 2+1 3 - _ 3-O' �6 NO. LOCATION DOOR SIZC AME LABEL SILL. F�CMARKS FROM To TYPE MAT. AIR SMIGI H GT, THK, TYPE MAT. DETAIL - --- - /Q TEMP. - HQLLOW t=L. TEMP =~a0 METAL GLASS = - , _ =0 I - ! Av5 cORc�tDot� STAIR 2 A H M 3'-d' ?' 6' 1 3/¢II - " �� l - -- \ _- -� F1 (�2 F3 sTr�tzA�E I=L.ccT. A, N M 31_OII Z_OI, !�4" M-I METAL I C . - F4 P �ToRA�E EXTERIC>f� A HM 3-G '7 O" 1�4" M- 1 MCTAL 10 W�ATI�ER�TF�IP A D B C (DOUSLS o00q) frame Types - - - - 23-0 � -__5-4/4 I/2 = DO3 ElcCT- A H M O 7=0 1NIE.Tk� - E3o5 mot= 00 ? I r11� 6-1- A H M 7: 0 MCTAL , _ PL. GLAsS zAR1, I ?1 FQ _ %4.'1 GLAZING TAPE i - T>✓nn-fi=_R ASS t- a 0 �` _O - -`0 �TORA'` � C-.XTCRIUR A HM 3-O ?_O" 13/4" M-1 MCTAL J - WLATNL=.RSTRtP F1 � t�i S'ASN �1 ,At L_c�P3P3Y 1=YTEf�ICFR u 1 u M 2 ALUM. ' C1 '1 `rJEATHERSTRI " -.-- - - - -.---------'R- _ _ U ALUM 3;C11 ,n�� M-2 AluM. 78I�. - � W EAT HEtaSTR1P _ _ -A2 L.caC3 Y 1=XTERIOR [-3 A faM 3-O l-O 1 1/4 I/'2 1�4 7a3 P�1_TAIL_ I LOt�E3Y /,• _ ASH 3 -U" - -- R/MONTERE ASH IMMSSTOP - M1 MZ A� OORR11�0� L.AU A ASH 3-O ?-O 15/g 1v{ 4 ASH 17 1� l W cauNTt<FzsulvK BRA3R .SCREWS � " " '� � F5 F6 F7 F8 A5 LOc3r3Y LC�C3C3Y C ASH 3'-O" '7�OI` I gl' M-4 ASH lZ 4"6 M.O SI`O M' I�- + n u 5 11 - --,I-' LO�13Y LOC-ICY C ASH 3-O 'l-O 1 /g M-4 45H I - 1 2" 3-?/� 211 - 2/4 -� ._ STAIR 2 Lor3t3Y A ASH 31.0 71 011 1 7811 M-4 A-" 20,2' ►1/ II 3-3`/21 3`-3`/2' 3'-0" 1%" _ t% 3'-p' I/ " I if�� 3,_e 3-3112' 3`-31A2 fL112' 1 _ 4 4 � _4 217 2/2 i 8 RCTAIL-2 L_oQr3Y A ASN 3-O'I '�=0" 15/g" M-5 ASH 2�tt� 14- _I - 2T12 _ 2�2 =� " 1 -_\ --- - F -� A�i C r;t r-��c�oR /. A Ast. 3 O T o" 15/811 _� RsH 17,18 , - - -- 1� „ TRANSUM 1 a J " _ 1 -- 1 T- \ PANCL to i TEt�Rfl � A1C�_ .ST/�II ._ 1- LOc3[3Y A P.SH 3-O ? 0�1 15/8' M-4 As" _N F7 F8 pLA MP N, MATCH t!k#Lil. � I n i u U _- a' Q �Lr�ss DOOR PAINT a�tInISS p ; GTA1 L 1 �OL3ti3Y /a - AJ 3-O "1-O I / M-5 A�=H i2,13,t ,-�. OC to = 6 ASI� F3'01 a _ - _� c Lc�S1�Y EXT -P CR F3 ALUM 3-O' '71014 M-Q ALUM 78l _ - - _ AL 5 �Q TEMP C _ 1, �N a F2 I ' - n I 1. =N '' PLATS F6 F5' - ' N � GLAss t-; I �5 r F5 F6 N N � t-{ A.lq- LGf3pY EXTERIOR S PG1.UM 3-O ?--�- WI-2 ALLIIVI 7,3,IS '� _m q15 C�LTAIL _ LG13(3Y A ASH 3�-G" I '-�I' 1 /g" M-3 A=M 12�31b ',•,=>~ t��QOTi¢:_FTZAME 6Howly �` � zl=: �P�i:.. _-.._. __ _�; _ cx ' ' " � �� M- F, MFTftI 22121 %4 '/ANSOM tom' 'I21F2"'ASH TRIM NOT SHOWN FOR CLARITY `L"ASH TRO 1V�N FOR CLARITY At-7 (ZI_.TNI L 1 TE1�lOtR A Ii M 3-1/2 �'O /4 wLf':THER 1a18 P�>=TAt '_ I �xTEC�1OR A HM 3'-1�2 ^` 3 I `/4` ^�-� META 22,23 l`'' wTajk_V_-�s M�3 ,,M4 AA3 M6 M7 \ / _ tY2 3= 01' t-roA 1�2 E33 I-ZLTAIL LA-\V. /� As 1-1 3 O '7-O I �8 M- I�SH 1718 r 1 11 , �� � 11 � 1 N %4" t'/4 3-o -o' I'/4 t�14 -o t'�4 - 3-O 3-1 If¢ - - -_. - - _ d - , -d I \ - '/ " _� 2 ct3C3Y A ASH 3+_G' ? G11 I5/811 M-� Arlo 12,►3�16 I e �2 (-� ETA 1 L 5 F� F� F5 I"1NSul. F� F5 B� LOF38Y �XTETZIOR "=� ALUM 3-O '�-O M-10 ALUM 25,2� TF_MP.GLASS P N If��'sMP 6'l STAIR 4-. LO(3gY P. /,'=,N 3�-O" ?�O" I�/$ M'q- 20;21 C3 PLA.TIS 1/q X8 1/4x8 NSH PLr,TE F3 , �-g,1 _ V:> p rs F5 _ F38 _OC�C3Y EXTERIOR C3 ALLIM 3-C�" rI�O I M-10 ALUM 25 2(0 8 WMANHe-r��T RI P �L Ass ASH RAM. _ RAIL GL ASS Q t tL /ASH -O -GLASS tfd X B'iZRlL A e �ZA1L Q 13�j STA1 t� 3 LOF3C3Y A Ate'' SI-O" 710 18" M-4 ASH 2d,21 0 F5) -r- 1 - r - I g 10 R CTA t L � t_OE�C3Y A ASH 31_GII 7, 0 I�811 ��I-aj ASH t��'3,16 0 0 _ 0 0 = all �ETAt L � `A�/. A ASN 3'-p" *7' p'► 15�g„ M-4 ASH l7, 18 1 �t _ Dms M9 M10 M11 M12 ------- ----- - - - - 15 RETA11_ S EXTt=F-Z1CR A H M T/2 ?` O" ` 41l M-G I1M 'L2A'L 2Q W1=ATHER T NPR 1 1 7 7 7 1 11L]t=FFCM A CoTZRt0I R P. A=N 3'-G `l�Ou I $1� M-tt ASF1 i2�3,1� _ 4-5/e' 4-5�8 3-o I/4 = 1/4 --4- -� 3-o If4 ►/ 3-0 � 6 1/q # la - -VIf,Z,1 \ A2`L COFZR100� STAIR 1 A A •1 { 3-O" r]'Qu 15/ II M 4 ASH 2O/21 I II - I _. - _ A2� IIF=1=tCE A STAR 1 P. AsH 3 G„ �n 1�8'I M-4 ASH 2 ,21 t3 1 �4 TEMP. m j I/q¢TeMP „ -� CoRRtflo� W0M1=cV ASS} 31 0„ 71011 15S 11 M-4 AsH 12- C I `� PI ATE GLASS Q PLATE GLASS � TEMP, Ind Flo PLATE GLASS COT-ZRlIDC)tz MEIV ASH L� A 3,-0„ 7, C1, �„ M-4 AsN 12 F5 m =0 CF(11Fr =� Flo A2G oFrtCc c CORRt0or-� ,c� A:�H 3-0 '7-O I- g M-11 Asµ t7,L3,16 -- - --__ - -- -� _ A 2''► Corsrztvora �TAIC? 2 A AsH 3-0" ?`O' 1 /�" M-4 Rsl 20,21 13 A2,8 cart-,cc L3 STAIN 2 A A_:►-I 3 0I' 1 O" ,,r✓81i M_4 ASH zo;z► o Door Schedule - i0 A29 OFFI C1= l� �TURAGt=. A A�.S4-� 3_OI' "l20" I r-�gl' M-4 aSH 17, ►8 - - --- -- - -- - C321 GEFICE_ STAIR 3 A AS14 3'-o' 71 OII 1W, M-4 ASH 20121 B Job Number Scale:%�'/lt`i' s22. OFFICE STAIR �- A A �1� 3" d '-l�O" 15/gu M-4 ASH 2O,21 -` M13 (�14) MI5 1323 OFFICE MEN A /a.SH 3'-O" ? D° 15/8, M-4 AsH 1-7,18 9 _ B24 OF-TICS \JVOME..N A ASN 3'-0" '7' do 15/8 M-4 ASI� 17,18 19 Date !�� �.' .�- Drawn P3�5 CLOSET SECRETAF�IAL p /s:�!-I �1-011 '7L O 1�8" M-l�Z 4SH, 17 t8 B2? SE-CRETAP1AL. P.OFFI CE A ASH 3` O„ 7, e 1 8" M-4 AsH n,18 R. L. Soabar9 Associates Inc. Architects '328 C` '- 1AL P.cat=FtCE 2 A ASI,A 31-0 11-O" IS/8' M-4 AsH 11 ,16 335 Washington Street H29 SE S:ZF_TARIAL CONFERE.NCS A AS1-4 3'-0' `7Lo11 15/8" M-13 AsH n,i8 Norwell, Massachusetts B30 StECI?ETARIAL CONE-ER'S.NCE A AS11 31-0' `1'O" 15/�II M-1.3 ASN 17 18 - 617 659-7533 02061 E 31 S cRSTARIAL P oFF1C� I A AS1 3'-0' f7'-O" 1 S/8� M-4 AsH (-:rla 832 C1.-Q GT_ SCCRETA1Rt Al._ __A - ASH 3 O' r7 0'' 15/8`I M-4 AsH t7�18 - Bassett Lane a3� SECT?�'�RIAL (� 01=F'I CE. � A A---,H 3� o' ^I-011 15/8 1, M-4 AsN ,1,tg_ _ _ scCRSTASUAL- P OFFICS 5 A AsH 3'-o" 7LO 15.811 M_4 AsH t ,,s- Retail /Office Development 1335 SFCRETARlm_ P. OF-FICE � A As►A 3'Q" t7'-0 I S/6" V-4 A.S1� 17,t8 O'Neil, O'Malley, Hostetter C36 ECR1="TARIAL P, OFFICE g A ASH 3' O" "71 O" I S/8" M-I� ASH ----- 1 11 s M-I ASH I71e - Hyannis, Mass. t33'1 E;SCR TAR I A L. P OFFICE c) A ASH 3-O '7. O �8 5 _ 1✓38 3E-CP ETA PiA'� P, OPFIC� to A AS�-A 3, oil ,l,-011 518►1 M_4 ASH i7,i8 R 1, SFECRETARIAL P. OFFICE G 1`� /�Sk-! 31-011 '7=O" I5/9' M-4 ASH 1?1 l8 o = ---- - - c ° No.5496 3 MhN3ilElD, IL MA OF MASSPc, A 8 ' I / ,- C3RtCK Contractor to verify all dimensions in the field. SEALANT -BLOCK 1 I/� -T 5/1'FC,GWS EP.. SIOE PZO. 8-O"M.O. - 8-O" MO. _ B`-O MO. 4 = N --� - ` �8 MTL STUDS --- - FILL FRAMC ( it i 1 '1� 11�'1 I , I ;I 1 I �� , SOLI WITH / // � 1� ��� S'1 \ � 1�" O.C. Inc 3-9/g 3-9/8 I/� 1�2 3-01/8 3-9/8 1�2 I/2 3- 9/6 3-9/8 I/2 /i c� /r.i - ,'�_..� \ D X t , �% CEMENT 35�8 MTL. � i STUDS@tc"off• METAL SLAT 2 " = CJ 2%4" � - 1 - , -� 2/4 /4 �N / � HrMOFRAME (r� - ( /- Idµ RAIL W/BULL CE1 1rvG -� 4 NU SE TOP. [ n t/2� GW 8 - -- _ EXP, BOLT I 1/gx�/4'x4xq5T�, /2 �Xt. �n oQ 1 \� _� t �N -� ��} 'CAILKING _ ;�'I Pt_Y WOOD STL, - pp - 31 G _ TAf�[_ r PRAMLE AND RNL ANGLE W%TH • - m dI - ' = Q -� .ft �.� MTL CASING I I I=P�CH CNO. Bt�AC�F� - CO N _ �27TC- _MTL, CASING MTL C0R%ZR I/ izS�Ab -Qj O - -- =`1 CilAL7 - 2G1NB PTo, �f_g;��,JcALANT 4 RATT INSUL ��� -m\� I o q R-it BATT INSTIL, � - d. �C _M ct W M1L POLY VAPOR L7 - _ r�� �/�czRaEr-t I �Jr �j 1111NSUL. GLA.�� IN 3 /a, MTL.STIRS i i ., ALUM. F"S�X4M1c5 - _`� - _ N I FAE3t�iC r- LASK I VA �„ 35�,. 5/6 4_ - W, E3 CMQ O �•� N _� OJG- I 1 PL, GLASS ❑ ❑ 1 4X3� x/LL��. „ ALUM, TtiRESHOL 2 _ - ALV. 'Zr 4� BAIT INSUL. Q �NGI_ame, I per} 1f CAULKING TAPE - A A ITT o OF 1 1 1 11 3 _Q � MTL. STUD HEADL �I -' F�PsMC- /- U �. - O M.O. - - - ---- -_8--0 M.O• - _ QI I �3RlCK / COCOA MAT I/2 3- 9/�3 3-9/8 11/L 1�2 3- 9�g �� "\�' = s�TTING c3LOCuC N - 2/4 ------------- ll� - ! / � I - _ =� U! ^ b =�J 1 CAI - APPLIED A�71� STOP _ a �' OI _ 1 _ 3 " _°' -- i w couryTElzsulvK 00 = co = -Q N Nt l FTZAM� 1=T'D I�A�s scR[Ews 1 .2 Q ��1` 1=[LL WJ CONCRETE I 47 I' 2�_p�� pc , I Co1NC, SETT1tvG 8E0 F2 H.M.FRAME PTO, -� _1 2 -0 _\ E - cal /8 NtEMeSr-.'ANr= WATERPROOFING 5 m CI`� 3 2 �_ AND V:I �TECT'tON BOARD =o - ' _ �2� 1� T`r1RN UP AT Al-L U-- t'? H E/-.D +I 1 G M.O. \� 1�2 11,-9% I/�� S.i LL 4 SETT INSU --, , S S ¢'-6M,U, 3r'�B'MTl STUOS@LCo'O,G, 121 CONC, FOUNDATION WALL - I I 'r H.M, FRAME PTD, 1-1 M F RAMS 1�4 2. VA C� F-1 F71 ❑ ALUM, SC ANT EY. THRESHOLD _ AL ANT STET IN ICED 4\ - VINYL EDGE OF MASTIC p —TRIP 4'R=I113ATT INSUL +4WL �� " -„ Q r � Sli I M � T_I LG POLY \1AF>QR C3ARRtt=R- RUN I, 4 R=11 GATT IKSUL. I - TP.Pr= TrGL-4T -7 UNDERSIDE 4 BRICK �1[/�1 M[t- POLY \/APOR +I -i 1, ;4_ SA T__ i E a _� A � - 11/�' G\N B F2 Q n " ,- GWB-RQN � - A �- EXPANSION F30LTG 4-BRICK VENEER __ V GWE,-RUN � i� / ABOVE{-1I\1.CEILING ', 2X4 >3LO CKING / �, L30VC r-►N CEILING n /2X f MaN TRIM 1 HM FRAME � _ bOpr-z SEALANT- � CD�t+tC, SLAC3 ---- 14 ra I rJAMB H1AD SIM, S1LL ON MTL S0SPC--N' �- 2 LAYERS /2 FC.GWI& 510N SYSTEM 2x2X�/4ACOUSTIt ALL1M•T[{[?ESHOLD SCT IN I " 8 X B C3RICK.--., TILE ON MTL. FULL BCD OF MASTI 1� /' SUSPCNSION 1 L- 3Y$ MTL. STUD >".A, "j10L=. PTGD• G C-ALV, STEEL HSAs0Sr? _ ANGLES �; SYSTCM �� 1 „ - 4` MATT INSUL Tl-1RLJ WP%. L i 3 8 MTL STL1O5 4 [3RICK `� X2FC GWf3 FAC3R1 C THRU WALL_ '_T 1 Co" O.G. f /2 C�\N S FLASHING FP.BRLc 2x4- BLOCKING C-ALV,STEEL FLASHING - � / /- " ; P.NGLCS SEALANT C g`CMU ,, / t �� -- 114 �7 WEEPS 4 R=I I C3/\TT I ` �2X2 4hFt TRIM INSUL W/ _ r- / WOOD C,r_Kr= VAPOR BARRIER e U� AS R EQ Cam, � rr e i ---MTL, CORNER �i r 6 F_x S10N - '-- I�CA1b -d" 2 LAYERS 4 7 \ MTL, CORNER 1 I/Q"�tNB /Y'JN FRAM.0 - FT S11►M 1 S - �LGWa �-�I2P[-�EMOLDLC 3 z II 0.c_UO_ T- O�3APCTRACK \� CASING S5 " \- 1 'FI LL1`R - H M F-I�AMU- V-T0 4 CON C, SLh.C-3 �- CALAN T CXT, F<AOC PLC'WOODit SI-}IM SEALANT SHIM - INA CAULKING TP,.P� 4 I8 I I SILK 4 t"Itnlzo._Ii GLAss MTL CASING F3c�o I , MTL CAS I�t`Aa _•- -_ JAMS TIN-TEr_> N ALUM., 31/�II I/4 Y4" C.AUt_K[NG T'P•1-1=. ��2-- --4�2--- 1�4 �G� CAULKING TAF�E n TAMS 1 METAL SLAT C�ILING � �j81=CGWIB 55/8 - ---- - HEAD a H LAD 4 R=II GATT INSUL- ! 5 „ u 3�g MTL "=TU05 3 �$ METAL. 11LP.YGI�S ----- _ 1 �„ Aq- I ��� = 11-0'; [ i�G - �ST1I05�16"oG I I/ " FC GWL� -WOOD FRAME �� 2 ' ► /4�wt=�P�- BcYoW0 -/¢`CAULKING TAP1= C/�.SING f3CAD rZt %2"GW g - _ 4'IR AT T 4=A. SIDE I STL �4 SHIM 4 1 �- i " nl L INSUL. S>".ALANT j // /AZ GWL� �� < OC. � 3 if ! 5x 3/ x /g EXT. GRAO PL�c'Wopb Ili AL M, [I-V_ZPZ TEMPER AS REQD) STL. ANGLES MTL_ CC7RNE=C? �I=AC> - ALUM. SIt_L ExTENSION �' VINYL CARPET c�l.{It�1 - � � MTL. S-ruo RI_Ie FINISH EXPOSED r STRIP CONC, STAIN TO I ARhCT - y MATCH CJNC, * I /T _ FS -- -___ -_ _ SE/�LANT BRIM S r� I 4hN �-- �[LL S ' -- PT-Z 1= lT STAINLL7 5 '' LFZICK CONC-��LAl3 Ot-; MTL,DECK COINC , 3�� MTL STLID 1a/�vERS f- SI LL _ � � �=TH[au wn.t_ - 2�c4 1NOOD @ I O C r-At3RIC 1=LASt�ING t to dLOCI<ING -- DOOR rL f-I/Q X A*,A I TRIM HFA.� Door & Window Details THRU WALL I i 1�21GV`fB -- ' 'Z LAY E f2s �2" FC G W d I " E,4Ct-1 �[[Dr /20 FIFLD APPLIED Mr 4 STOP COUNTEr� SUNK C3RASS SCREW S � 4" ISATT 1tJSUL AT 2 - O" o,c.,, —� � „ Afa41 r- RAMC �- H.M, rr�At�r�c r T 1: Job Number Scale � N CO a 5/ ,- �/$ MTL,STU[�S I/q.'Tl�MP PL,GLASS- ,Z1�' \�\ G EAR JOt ST' @` 1 G o,c, I 2 OAK FRAME -- Dr I Date W awnJN�+I S I L.I. 2 C O N C. (=D N. WALL I' F8 = (, " LL \ - r \ R/\OIAL TI.. ' QFI 5 � -- d- � r L� 0 _ -- VINYL TILE SEALANT �I{IM BF<Icl< Vt=Nt_�R C3RICK vSNIECR - 1 �h11 1/4 C,AULK I N G TAPE R. L. Seat>bTg Associates Inc. ArClkllteGtB =E_A,_ANT � SHIM FRAMC � CP.CI-L SI b� 335- K[ [ 3 Norwell, Massachusetts - Iit shington Street INSUL . GLASS , 11 IN ALUM. 1=DAME 2X2x TRLMNC' COUNTERSUIJK �8X�4X4X4 VINYL t=DGC STRIP N � STL. PLATE-SCRs-W ro 617 659-7533 02061 I IN SL1L GLAS�� Ir) FR ACME ANC RAI L IN CLCA[ ALUM, m I / Q/0 O i SILL 0 Bassett Lane Al2 =N1 �41TEMP PL GLASS At_UM, rRAME sno.c� LAB, crzs -�2 11 )K FIE p x STL �_�CALANT �MIM Retail /Office Development �� APPLIED N STOP ! St=ALANT ECT!, /Q CAULK ING W CO�INTERSURK_ / �� SIDE ISI,DE G�Ne LA, 1 TUBE _ ostetter TAPE _ 2 O'Neil.O Neil O'Malley, 8 C.M.U. - 5 t3RASS SCREW S =' - \` I r /4 IN ,-, IaPG Hyannis, Mass.---- 5 nMTL. �TUt� rk/ C 1 � S u n 3/gMTL. HEADEr7- - N _ 1//'Z GW C -- /8 MTL. " !4 CAULKING TAPE STUDS C- IG''OC, _ T2 CXT_ GRADI= f�LYW00® - ��TUDS��`16c�C, MTL CASING BEAD 2X4 BLOCKING 4'R=11 GATT '� \ 4R=1i aATT �2X2"1�/JI.1 TRIM Ulm\ -i y I G V�/n I N S U L W 4 MIL �- .. t N�U L ti'v/ �2 � - _. 4 MIL [-CL`f YYOOD >3LbOCKfNG J C3ARR Eft R SEALANT- - CASING � �GT,S UDS I J �• VAF'Ol� 13f�k I.�1 GFZ SHIM � I 1 � p a MTL, i o AS r�Eq 1 - - ( � FRAME S C3EAD �. _ o No. SETTING CLOCK R i �IAN'S�FIEIU, ti MTL_ CORN�� L3�Ao MTL. CORNER BEAD ` � \ ; TAUPE[NG j8 ��6Wg CA.SIDL= O��i,y�rH pSgP�'�a JAMF_; s ' AMA 6 11 114- Contractor to verity all dimensions in the field. 1 � q ) I --(DB I B di i f----� 2_x4 x �4 /HR AC 7'yL E- ♦ • • ♦ e rr iD1-44 - - - - �ti C a '___T - jil �""� M 2 19 - — -- ' -,Er_ ANC '�A3 FLUT ` fct '=> N e 10, &W, Cb'-VILIC� x1VV41) e xL14,:­.kow ii_4 1 - 3-s" t✓:ryzM / d.yt " I Tj/, 44L Gqv T y A2 -1/2 MR �B pro. xp !�Z N�,�� AIU Lower Level Reflected Cei I. " � > � \ L 2 --�,Gp � /D Gt'f,'�� Job Number Scale'y -.;=o^ = �u x/q�iu pr �•ac r _ —+ R o� /r�S *4'kY7 c�eRtr P yYWOOv w P"6 r,►c. ., �{.Fw�;r4'g/IG/ q�ft. Date : {o. 1 _P Drawn K. . �► v//VYL c psi 7 R. L. Seaberg Associates Inc. Architects P' .f 9TT / /,c t1. P 71 pA , t�G�c<.rxr' 335 Washington Street w/.> Norwell, Massachusetts ��� '�� � � 2-v• 61 i 659-7533 02061 Bassett Lane - - - ( �a „�� �f- ' �' Retail /Office Development fL�/a49�.GGaHt.E,� vAa�ry / O'Neil, O'Malley, Hostetter Hyannis, Mass. VINYL C3ASE.- - N ti : N i _.— V/rtlYL $fi (:A10) J �OA„� " �DfA ❑ iRAM3Flf4D, F ,-, ND,5496 MA <TH OF MrJ A10 Contractor to verify all dimensions in the field. 1 2 i : • �- -- r f AL- �Z TILE &n - _ /V7Rt - n � - - : • ! 1X* ' � A11 — - -- -- _ • _ Cf�/1�i�2� EkLH 4J�)/ i�1 ANUS TJ'G B �- - - - --- -- - - - CLIF- B w T7�c - � I • : • t • , • • ! • • pt � - - _ -- �l L �/`IFif�� LlgffiT'�i �/T G/c�y'T"5• } • • - I-- • i ----a - • • j - - • _ - - --AW ,�Ex-t,�:,,E.v t�l.'-✓,�r G rG�MT: - - ... � i' ,-_, _.��..� ,. ____ ._-- � � i i I ' � Au f�G� //��11� ����Wff�i�'C=U l�tf�i` i NJ i '1e/AII'�>=k= G Ui < TYP E • i R �/ i • 7Ca�55 CTyp) r-r L-j- I ® -r 2 A9L rIC D - -- - - - - r- - D kk -t -�- : , : a P� 1st Floor Reflected Ceil. 2 x CQ v)crp rat 4QW N v Job Number Scale :ZK(o ��Tit� WX.X - __._- 649WAY : AU :!�rkveTL),'F-, n1�ff ,cc�► !6 - - -- � iP ,t/T, CcwGt�iT�iv�� TL, Date Co l Drawn A .F . FeVA09 �T cele, C 7YA,) Pi 2►�t2 ���- � � ; 4 R. L. Saber Associates ` � ��-E >se fl r_� .,1.i b�? F-i�A-15 �_. 335 Washingt on reet M(iJl piF Ib Norwell, Massachusetts t Lff T 617 659-7533 02061 bl,�, (2-U{J (o�� 0) MET,`L %tea t N(� (•j cA k yy Ir hI ULNKE � E� 061L-1 J c5, (VP) o. .) Fib S Y S _. rat„\ ROOT ep(7b Or Bassett Lane — Retail /Office Development O'Neil, O'Malley, Hostetter Hyannis, Mass. TyM ,1611-1 7-- C., E�4 7TI, E(D 2 flo. 5496 ° SFIUD, y �J ,ATM or 14p1 Al l Contractor to verify all dimensions in the field. 1 2 EA[771 L- _ - i _.--. _ __�___+art -- -- __..�.— - ' --- '+--- - t• • I ' A 1 i - - 2°x2°4LT/1-P ,UDTE �t.: .0 B E�c.� way �� ����ry� r�c.•�, .177 — -- - • E'/e. J-1X 7 Vee z4 PiA4. r/XTLa e . O - A11 , 447E _ --- — ---: _ _, • -T-- - -- - - O e T • © "-_�2 2 �C riGE- IT • p • 47 a - - C - { �/2"4�+�8• AID - J • • _. p : • 74 . 1 _ • 4 • • N 2. -1 I I • •_ • i I ; - M7`�G -3 T GEC/.V6� _ _ SP�e/uKI.F,e �A o.5 >� 3 - - `_pyiu T RLc ST�ucT'U�E �� _ r�� A G`-Tt I�GAT �c• ,,t ° 1h" • �lll • • i E -- 2nd Floor Reflected Ceil. Job Number Date Drawn R. L. S•aberg Associates Inc. Architects 335 Washington Street Norwell, Massachusetts 617 659-7533 02061 Bassett Lane Retail /Office Development O'Neil, O'Malley, Hostetter Hyannis, Mass. tiO , ° No.5496 9 MANSFIC0, F MA gtTN OF �p A 12 e• L Contractor to verify all dimensions in the field. y GENERAL r 1 2 1. The Contractor shall verify all dimens- ions and conditions at the site and re-' -0" �01-aN 52-0" port any discrepancy to the Architect before ordering material and proceeding with the work. 10�/Z" I " -- �.'�N I y " r "1 l�; i i�>G" _ l�-!D 2 ��1py2 14o-IG/2 The Contractor shall submit shop draw- ings to the Architect and receive his F2 Mr=H D'� A� — ��_ A,.I _� b � material.rval fore fabrication of the NL —I — — -rt N — >4 3. All work shall conform to the Comm. of A/� __ -_ _ Mass. State Building Code. _ _ _ _ _ _ Iry 4. All work shall be controlled. Testing and inspection agencies selected by the - ( Owner and approved by the Comm. of Mass Materials Safety Board. All work shall I require adherence to the requirements of ASTM designation E-329 entitled "Recommended Practice for Inspection I3-�3 and Testing Agencies for Concrete and 0"/X4bb NJ !/Xli I0/10 WW-1 MMJF1 Steel Used in Construction". N I I I emu, 4,X�i4 jf>r,R�7t W `PO 5. Design live loads IX I V t li G� ��-� �/ 4 p"a,1 Roof As Noted on Details 1 WI: WTVlvv7r 2nd Floor (Including Partitions) Igo � I ��.p` 80#/sq. ft. f 1st Floor 100#/sq. ft. ko r Earthquake In accordance with Mass. Code Stairs 100#/sq. ft. Wind (Zone 3, Exposure B) 21#/sq.ft. B I 6. All sections, details, notes, methods or ¢ materials shown and/or noted on any plar section or elevation shall apply to all other similar locations unless other- ' wise noted. �� I 7. Structural drawings shall be used in con junction with Architectural, Heating and Ventilating, Plumbing, Electrical and o II 4 L12 �aG� Mechanical drawings and specifications and these drawings shall be referred to for size and location of openings, vents ' I = pipes, inserts, hangers, etc. I , Z I ��'hINK-. ^ i FOUNDATION O I = a 1 . Foundations shall be extended to firm undisturbed material capable of sus- taining a bearing pressure of 2 tons — I per square foot. I All granular fill material under slabs shall be placed to 95% density. 3. All footing excavations to be finished by hand. I mNp, "E7JILf- 4M&, fay VMM �� �-- I K11fM 4. Backfill shall be placed to equal eleva- - ME I F)Ul' tions on both sides of foundation walls. L I 4MH. VAce t7AM0r_- Where backfill is on one side only work I �� �� J'fh @ � � I AV1�M�111J L 1 -- shall be shored or have permanent adja- vlm�� W2 cent construction in place before _ backfillinq. 5. The sides of all beams, walls, footings, etc. shall be formed and concrete shall not be placed against earth cuts. fl Ft 2'-0- i J t�nr�r vr2li, I � Bea h►rx G'' 2-f'�"or„ I t c,►11E I III Flu I.s nav! TF --- - -- ----- �, wIC,2). ������ all t� 1 �� I N '° ► ', Foundation Plan Job Number Scale -I-o Date 4-21r t4 Drawn L Ac h�` �I'-tD 8 I,;Ir wg>c4.pj hr1V j R. L. Seaberg Associates Inc. Architects EXIF W�x�l "4� DC 12 f ( 335 Washington Street r 14x1y4-X14 R NO A, aq Norwell. Massachusetts I 617 659-7533 02061 ter' f I w r ---- ----- Q{ O° �11 --- - --- - -- -�t y Bassett Lane M1 1 ' i I I - AGATk�NA1- � iL A'�JQ►, $�Y1� � N f+i�lX N.1,1f.�f I Retail /Office Development � ►�� ,> rye '"° = — =- -- �� - O'Neil, O Malley, Hostetter 4T ! . 1-sI fA WAY � L _ Hyannis, Mass. ItW/0�, MA,`W My1�1J. x ld Xh 1 wV l v. ht✓rr►1 fly /4 a� r� >oo l9 7�' wou, Get w�.t, i►- �c�o� � � fil�►-1 �I►�tr 1 z 'Fri �41= C�1 "nr fivrw� I - --,) v Contractor to verify all dimensions in the field. CONCRETE 1 1. Concrete shall have an ultimate com- pressive strength of 3,000#/sq.in. at -- - -- ---- --- - -- - — 28 days. 2. Concrete work shall be inspected by the testing engineer. 3. Concie�e exposed to the weather shall be air entrained. 4. Reinforcing steel shall conform to ASTM specification for Steel Bars for Concrete Reinforcement, Grade 60 (A615) . All re- i inforcing to be deformed. Shop drawings Ato indicate all bar supports. 5. Steel reinforcement fabrication shall comply with the requirements of "Manual of Standard Practice for De- tailing Reinforced Concrete Structures" as adopted by The American I ( te Institute. Lap temperature steel P and t 1 I * support bars 36 diameter. (12 in.min. ) t 6. Concrete cover: v r �' � � OMF a. Walls--Bottom 3", Side interior, N fj�"-/A,*445 a4 *14,✓ / �! �, 1�,VCW­4A8 6411 p } Side against earth or ex- f ? CM w�(OXL 10�0 7. Construction 11 ? )�) YV/b,Yy 10 10 x x ,q �r I'1� posed to weather, 2 d_J WWf1° �► j - wWM. „ joint locations shall be - approved by the Architect. For slab on 3 OD steel deck joint slab to relieve shrink- age stresses. See details for additional � reinforcing. _ W14x22(+2Y2"� W14xL2 i 1 •;�� 8• Pipes-and conduits embedded in concrete I J shall not be larger in outside diameter PI "N Yit �04 W1"v- ct'r"e= �{ B than one third the thickness of the _ I: — slab, wall or beam in which they are em- bedded, nor Shall they be placed closer _ f. LG , than three diameters on center and shall 4 v r F :a4@.11b rZ7not be so located as to unduly impair a Oi f4 P e y. Nosplc strength o concrete. esorbends inthereinforce- N v J ' r,` w ment shall be made except as noted and/ or shown on the drawings unless author- k ized by the Architect. 0. Provide 6 inch minimum concrete pads 3 under all floor mounted mechanical and/ Wt�xSD P r a or electrical-equipment where indicated or specified under applicable sections. �► - ---- -- - _ g, patching, leveling r • 1 • ofocoacrete fortcom letion of work. �J OP7f WtPj .� F b _ + CN W 1) f:�;r_ hCAf�l x i ( W12�cIq (+2y2"> W12x19(�zy2rl t � I: STRUCTURAL STEEL-METAL DECK-BAR JOISTS 46 --- -- --- -------- 1 z -- -------�— -- -- ---- - i Structural steel shall conform to the requirements of the American Institute J c of Steel Construction. Material ASTM-A36 - w�(V1� -3 A �L x -� Roo, ' _nrl unless noted to be high strength(Fy=50) . %� J1V7 2. welding shall comply with the require- ments of the American Welding Society. 5CGiJ WI!°�' �M � i E70XX Electrodes. ��I ' . = --- +- --__ -_ - 3. Shop connections welded or high � � � N � � strength bolted. Field connections high strength bolted unless noted. Bolts 3/4" round high strength with }� N one washer, unless noted. (Bearing x -- _ type with threads in shear plane) . f2 I I I ��„• V � 4. Provide temporary bracing to hold Wtj1t10 2Y2 f3 � Il I steel in place during erection. _ 5. All steel shall receive one shop coat wl�x�V,t2�/Z D , " I ( of rust inhibitive paint except steel I W14X22L r /4 � encased in concrete. fat PI D 6. Steel angle lintels in pairs shall be plug welded or bolted together at 2 '-0" o. /c. Provide 6" bearing each end un- less noted. 7. Provide steel angle lintels over all in- terior and exterior openings in masonry N walls as follows: one angle for each 4" NOTES: of wall thickness, unless noted. Ex- 1. High Strength Steel * terior angles exposed shall be coated = with E.R.C. �♦ X♦ ASTM (Fy = 50) L-4x3}xl/4 for spans less than 5'-0" N 2. Furnish Wire Mesh in Flat N a Sheets L-5x31xl/4 for spans 5'-0" to 7'-0" for spans 11 -011 z 8. Bolts for 4wood nailers ,shall obe'1/2" VAN3. Bearing Plates F2(o-1 I I P1 = 8x8x3/8 w/anchor F3 - dia. in 9/16" dia. holes at 2 '-6" P2 = 8x10x1/2 w/anchor cent9. Beameto, unless noted. Weld Beams to Plate beam connections shall be I I I Provide 16 Gauge Concrete 4. standard RISC double angle connections. —T 10. Steel deck units to receive concrete \E _ L Ease Stog_�t Openings shall be 28 ga. Corruform, galvanized, C60 (wiped) . Furnish all floor closures and 18 ga. edge stops. Weld to supports with 14 ga. welding washes (25 per 100 Z F2 sq. ft. ) First Floor Framing Plan Job Number Scale t"= i0" le-1►Olk Date 4-•2(.-84 Drawn VRA 84- • a-60 wl(OW 1%0 \\ 46 R. L. Seaberg Associates Inc. Architects 14µ¢ 335 Washington Street --. \ Norwell. Massachusetts w 14-X 040,V U-� _ � \ 1� = a y4���,d' 617 659-7533 02061 Its _ T#C> Bassett Lane a ° Retail /Office Development „ 4xY¢hft„� O'Neil. O'Malley, Hostetter 4u .ramHyannis, Mass. Our.OW-M F r : p F6•FC. �oorq Contractor to verify all dimensions in the field. 11. Steel joists shall be designed, fabri- cated and erected in accordance with the recommendations of The Steel Joist Institute. Fabricator shall be an Institute member by rnth design Institute. Sub- mit size and details of all members for approval. No rods allowed for bottom chords. -- --- — --- - --— ----- ------- 12. The Contractor shall verify the loca- tion of all vents, stacks, risers, LA LI LI LI LI LI LI LI vQ drains , etc. before joists are fixed - /A in place. /y /'1 13. Provide 2 x2}x angles for support of unframed edges of roof and floor deck. __ ► _ I Field weld. Furnished by Structural I I I I I I I I I Steel Fabricator. MASONRY ' v o . All K. Li LA LI o LI 1 etc.mshallabe�ineacccordancecwiithethe �. r O ca 0 �► "Specifications for the Design and 4 Q1 u` � V �IGXIo Ql �`' Construction of Load Bearing Masonry" N 3 > w! bzu wwM IO�IG and the "Concrete Masonry Guide �1 IOA " j Specification" published by the National Concrete Masonry Assoc. 2. Hollow load bearing concrete masonry i ( units, ASTM-C90. Grade N. (normal i weight) Units shall have a minimum net LI — LI LI L1 area compressive strength of 3000 psi. B W14X22 +2l2') Wla%►,� +2%2"� w14X22 (t4lwt — — Units shall be 50% solid, minimum, hav- PI I � w14x24Ct2�2 ing two cells. Masonry shall have a W6xW(+2ye) f 1 minimum compressive strength (fm) of ino 0*w lye) _ _ . - --------- -- _ QI }�i. �{ KV ��j 1700 psi at 28 days based on net --- -- I0 �hl� ly„Y;Np lilt hp fj 1 cross-sectional area. "' i2yzr 1:)fc- 3. Mortar shall conform to ASTM-C476 type W M. Grout shall. conform to ASTM-C476. (Fine Compressive strength = 3000 psi Wldlllt2/2"� y�Ipfll�L}2y2"� - at 28 days) . LI 4. Masonry joint reinforcement shall be zinc-coated, deformed crawn steel Q1 x N wire, ASTM-A 9. Longitudinal wires WIo%15 C+2Y�"�. 7 N + " —p 4 lid`42IA2" WIC('' wires having truss design. Provide 3/16 diam. wi th No. 9 gauge cross P wb%ID ` 2'Z) -- 4_ 4 prefabricated corners and tees. All � � laps 6" minimum. S. Steel bar reinforcement ASTM-Au15, Grade 60, lap 30 diameters, minimum. LI WB+IfO�Zy2� LILZ — --- -- - Reinforcing shall be secured rigidly C Alb%O,5 (+2l+1"� WI�x�S (+2Y�u} - x +,LV „ -- � t 2° to prevent movement during grouting, fl 1'I =4`!'LUC 6. Anchors and ties shall be zinc-coated. _ Newo(+1*21) 110, 7. Contractor shall furnish certificates, ���� � test reports, etc. that the masonry, f%� vy6><10-"Ll2"� �%v (�— tia th onrequirements, alr and grout l inlaccordance ca- with applicable ASTM standard. . IWx41W ,7iL,F.A= wXAI"Y4"IL-le, ` 8. Walls shall be braced during construc- L1 -VMccMV rADV) 1VFMCW le, LI L.I LI z� tion. Bracing shall not exceed ten times /�Xfflx � \�� 4t� '� 1 �jl 9. Hollowwall s. � shall be laid with full mortar coverage on horizontal and verti- cal face shells, except that webs shall ea also be bedded in all courses of piers, columns, and pilasters, and in the ' I ( I I ( startirpg course on footings and founda- tion walls, and where adjacent to cells LI wg,clG(+2N27 __ Ll L) LI or cavities to be reinforced and/or filled with grout. WI'Zrt�ti�+2y2") WI�X22 �+2Y2"} I 10. Vertical cells to be filled with grout D Pl2 shall be aligned to provide0a continu- �` -- - — cq ous unobstructed opening. 11. Grout for filling reinforced or unre- h4 hsj inforced cells shall be consolidated in place by vibration or other methods which insure complete filling of cells cavities.or t in four LI 4 LI maximumlifts. ReferrtoNCMATEK #23t hl� NOTES:1 . * = High Strength Steel for low lift grout procedures. RSTM (Fy = 50) 12. Horizontal and vertical face joints 3 i Furnish Wire Mesh in Flat shall be 3/8 inch thick unless other- Sheets wise noted (No raked joints) . 3. Bearing Plates 13. Block voids shall be filled solid at P1 = 8x8x3/8 w/anchor all bearings and 1 '4" wide at jambs. j I I I I i 14. Admixtures will not be allowed in P2 = 8x10xl/2 w/anchor grout or mortar mix. LI LA 15. Walls shall be laid up in a running Weld Beams to Plate 4. Provide 16 Gauge Concrete bond. Edge Stop at Openings 16. No chases in walls will be allowed. LI 1.1 LI 17. Veneer shall be anchored to block LINTEL SCHEDULE with 3/16 0 galvanized steel anchors (2" hook each end) spaced at 16" Ll 3L's 6x3}x3/8 6" Bearing Each End vertical and 24" horizontal. Stagger h4 L2 3L's 6x3jx3/8 6" Bearing Each End alternate rows. L3 3L's 5x31x3/8 6" Bearing Each End 18. Provide corner bars for all bond beams. NOTE: See lst Floor Framing Plan for Typical Notes. 2nd Floor Framing Plan Job Humber Scale uJite 9-Zli- Drawn DMA ,twr,quo Ta e* � Le "- laf/0"CeAevei --mice � +--f ��� �— ��� � �-- Z. 1. Sberg Associates Inc. Architects 1JTal awV, )/aw A �WazY 2��p Ak pore"TD- f'� R tt ea 335 Washington Street - �10p rum Norwell, Massachusetts Q��� U17 659-7533 02061 m n 14 ¢ - Bassett Large — - - - _ Retail /Office Development J(I4lo --� #$�4� - � O'Neil. O'Malley, Hostetter WE X yowx�'zP �� _. �,�,, w, �- I V¢ �,1, I�/2►� 2 ►u � ; �� 1,2X1/2x Hyannis, Mass. I`>cvir , �, P 8x���i W� co-, �ti��� aw wu�v, — lam; D f'1f1 1 >tillW��es~ 2 e*to Y 6/b L �L41 it►r( f IWA,AU, W&bo 1 ,y 4 SW too i9 t1a l 4-1 e h-2 I;WPN 112-02 h-4 a Contractor,toN erify all dimensions in the field. LUMBER 1 2 1 . Lumber shall be in accordance with the National Forest Products Association "National Design Specification for Stress Grade Lumber and Its Fastenings". 2. Framing Lumber shall be Hem-Fir No. 1, Fb=1200#/sq. in. (single member uses) , E=1 ,500,000#/sq. in. 3. In general members shall be doubled at all openings. a.I �1 �' �� i �� 4. Provide steel saddles for members A framed flush top. 5. Provide temporary erection bracing for roof trusses. 6. Refer to drawings for. Trussed 9aft.er /L' , ( lEh C 2�o"OG requirements. .Se I \TVV .t Vw ✓Zl� 1z1+� B qjl _� -- ------ -- --T — sx 3'/Zxlot, s N »,i -- - ---- ---- (3) I 2L11 16V Dix �-A AA D e -- WIVKhL k `NIIoX°�V Acur. WAw _ 1 -- ICJ✓✓T�/ � 'L/ NW EL H _ -_ �'� t•� Aj fi-I — - bi �3I Aell � W W lip K 3(i — -- Nc W IU K ei fl• )r -1�'P, Q� c- NOTE a 1. "B1" = 2X4Xbrace to connect 6 trusses /'b 2. * = High strength steel (Fy = 50) '1f ROOF LINTEL SCHEDULE C RL1 - 3Ls 6X3-1/2X3/8, 6" Bearing Each End RL2 - 3Ls 5X3-1/2X3/8, 6" Bearing Each End 21.1 �I RL3 - W16X26 X 11 X3/8 R - See RI-21 TRUSSED RAFTERS - — P-A 1. Lumber shall be Douglas Fir, KD, Wlli� Chi No. 1 dense, f=1800 #/a" or better. 2. Connections shall be 20 gauge minimum, hot dippeid galvanized conforming to Truss Plate Institute Specifications. m 3. Truss design including connections ROOTf Framing I III n lg Plan shall be certified by a Registered Professional Engineer in the State of Massachusetts. 4. Provide all necessary bracing Job Number Scale V=I'-a" erection bracing for trusses. V.00 Date 4-2b-t+ Drawn LM4 1-4vt l Lev - LA\t LaP 4J5 �� X�►c;.tkl. 0M4VA5P - wP R. L. Seaberg Associates Inc. Architects 335 Washington Street �- - — Norwell, Massachusetts 617 659-7533 02061 12 i2 Bassett Lane 1!T Retail /Office Development w I�X --- �l►� 'tt�r�i � �, -�2�,d' �, O'Neil, O'Malley, Hostetter � -I Hyannis, Mass. �Zxvl'YP� t;F, MI aF 2Vo 71 - �' FA 1:ONAU'f ,c SAL AL �N � S4 y� r I Contractir to verify all dimensions in the field. L A, TFF 1-4 W t; x r I - Ii / O _ T F` Fv XY i ti i4 ® - ----- - - --f I Basement HVAC .Job Number Scale; bN-Pp» Drawn W-L $eaberg Associates Inc. Architects 335 WSshington Street Norwell, Mawwchusetts 617 659-7533 02051 Bassett Lane Retail /Office Development O'Neil, O'Malley, Hostetter Hyannis, Mass. i H1 Contractor to verify all dimensions in the field. a 4 1 k r. l c T Y P, FO 1 i l�x�✓, ��x� I�xb�` � idx� - rYP, I I i --� 12x8 IVD v c A - v � Y -r F �8xtz ------ --- - ---- -- - J� O --- - - --1 b2 -", AN-� 1 I P►U. -� c-w N ryD I x ;:z I x�Z- * vv - Ew.4 j 1 to,<� To _ � ErU�-1 � LOUV�Q axe t�xta, �xc — CNN -777 - "f EYE ILI I i Ot� A ', sz... _771t} _ A>Au qNU A.Nti < ANU j --- B„Up PET K tZET ..-T 1 a 6kb --- --- -- -- - -� �-- 1 Z X 1 tQ�C� �TYt? ANV L� < AHtA , s-aa6a Tn MA-JL--- 1 t, '\\*E __kkkkkkiK_�- :0 AN-1 Cr_' M O O '�TCCa c7L I ; c N-i -r�A��. 30� 4 - 1 20�4�-►-60 COOL CL�.P. � � P S�Qt�V6� HP L1N17 AIM,. CF�t �.LI c., _ KW AMP�-a , 1_..Klk�Ux AN 44.6 34.1 '?J 1 `f3 49x21 %4 x26 %g, 1200 208/,Z4o-1-60 15 Q2-� AH 2 CP N- 10 48,00c7 62.5 48.E 4.2 3/4 ����1% x2�Yg 1 G00 l � �/7� 8 . 1 Aye �'4 -von_i Ace M�o�� rA\ T- Lz RUt`t- - 4 �� - rv��� �,�w First Floor HVAC Job Number Scale NLG+� TYt> - MFG-t. mot). CFtA --L�! X IQ , MEtAv4 iP, 9-iaD 1200 S ".,v.N-T T" 0 Al,2, tee:TAL-AIRt Date Drawn R�r�_, ?nETALAtP �lID BOO ► .��� �-Wlt�tH �I.OT �• Nth-7t� 7 2-+�- � 'ti'V4,� ---- . - R. L. Seaber9 Associates kw- Architects 335 Washington Street -D E5t cz, rA FC(. o D. c F�M K w Vv LTA-7 Norwell, Maaaachusetts frwN eN POW AwX AW►+-34b4 170 3 0 617 659-7533 02061 UN 1 T NE^.,7 F 25 {IzE _ _ �o� Bassett Lane c u K vJ U u , TRANE. `1 r3 V-w Retail /Office Development O'Neil, O'Malley, Hostetter Hyannis Mass. t V' t Y t H2 .. .... 0.0 Owl No 01 0.00 �,ontractor to verify all dimensions in the field. -77 R -- - z S H'T', M,T�... �K. Xl wl _ AV- t t a CCILI 4ICt „ i I TY°_ FocZr-� � � \ I G �zxVz- VNI ��-�- T�P, I?x�a _T t C- ' _ � tia"X 2.4"_-RET. I Xb P�E►�C1M. ` -0P Xfl � FOufZ p�ALES � �L�Q j fib" n 17 „ J` UV I�X lx"L r lE p FZETti'+4N 1 6 Lo-56 x(o -5G> 12x8 \ 1zn8 >rm cFM G? T�ETUf-KI At fE�. M>; -rq c:a p Vo vD �" rd n•� I�'x+ Td C R,E�1'Ti'f! A PR1�lI C-U i_ t: .._ - I -- -- - - 10)U - A TY P r-o r{ 7 t9 Tc? nng2 4d? �SX,14 1 I , 1' I�"X 4 E0 "Cloy-, I 411p 21 IZ�C10 �tfJE DU(-T 1c�X(o *r FRQM Kool* �xCo aha1 �' VA 12xg --- IF -- . tz xe 2 )<6 i -IV- - ROO F To P HE-A 7 QU M P 5 1,A; 9, FCJR �' rv���. \1151� 'M �`-- c ©��. C-AP Mg o W`r( G .P. ?3Lowp.R H1� 1J107 ID \M. C. FM !:-�.C-� <W �1N�1�'S �� ) t,T, - - � �, c7O II F3 O X x Ooo Z O SA-4 o 3- 6� 1 5 7,D �CUNOX RT-� e Hp-1► �S� `� 2 2.� Z.� �� ,� 3,� 5 8� 42 � 3 v ---- — - -- T- Z cIA -953 C)(,) pO4 tds�? 9-01 `-)T(o q . O �+ 3750 _ 1-0 rscD ` 2�S I �� ( _-- rI/ �/9Gtf��cr7`5 UIJIT5 To Ak\IE FRE�l1 A\P- 'PAP"\9t OP'T101Q C?u-rKDc::)c;>lz Cow D- UN1T5 _ MF UN1� MODE+.-. I c.G t_ C A, y%HcA 45 NZ`i H;r 'AMPS 7+M. of t1NtT VOLT AL-IC _ WEk'CzA7 Second Floor HVAC t -E1.1NOK C-AID-1 HP16-mot 13 36000 4�� 3�.1 23.E 10 4 461\ 31 x Z2 ��a/��o -I -bo �zS C Pl -S+3 4804® roa.5 46,Z 34.2 9 14,E 59x 36 x z7 4ZS Job Number Scale � I � Date Drawn R. L. Seaberg Associates Inc. Architects 335 Washington Street Norwell, Massachusetts 617 659-7533 02061 Bassett Lane Retail /Office Development O'Neil, O'Malley, Hostetter Hyannis, Mass. H 3 - r Contractor to verify all dimensions in the field. DUCTWORK a. Supply and install all ductwork as shown on plans in conformance with SMACNA standards. All ductwork shall be galvanized to conform with gauges recommended for various ducts per SMACNA. b. Turning vanes shall be installed in all elbows when the center line radius of the elbow is less than one and one half times the duct dimension. c. Provide all splitter dampers and volume dampers where shown on drawings with proper locking devices. d. Supply and install all necessary hangers as required per SMACNA. Where ducts run parallel with trusses or joists use necessary support angles and steel . e. All duct joints shall be sealed in an approved manner acceptable per SMANCA. } - (minimal air leakage) — - f. All duct connections must be made air tight at rooftop equipment curbs . t I g. Coordinate -all duct heights to interface with ceilings, lighting and sprinkler. h. Coordinate all diffuser, register and grille drops with reflected ceiling plan. als to be manufactured by Owens-Corning Fiberlgas Corporation, John- " r . t:i.sti n Bacon or approved equal . ?' a. All air conditioning supply air ductwork, outside air ductwork and plenums shall be / insulated with 1" thick, 3/4 lb density, reinforced foil faced fiberglass insulation. Joints and seams shall be taped with 4" wide foil faced tape to make a complete vapor tight installation. F b . All refrigeration suction lines piping shall be insulated with closed cell , 3/8" i, thick Armaflex piping covering. Insulation shall be slit type, field sealed with adhesive and taped in a neat manner. All Armaflex exposed to weather shall be covered with a corrugated shield, in an approved manner. c. Return ductwork shall be sound lined first 10'-0" with 1/2" fiberglass duct liner Z ! per SMACNA. Increase duct size as required. KE-t_tP A1� �(� ► L SUPPLY AI !-FUSERS (white) % -- Metalair, Kru ger, Tuttle A Bailey, or approved equal . Metalair model M-2, white \ alum inum surf ce mount, V-beveled border style, with adjustable opposed blade dampers . T011_�S__�X-1�l�C'LT�'T ,o � Air flow ern as shown on plans. r �! RETURN AND EXHAUST REGISTERS white MAKT_ -1 ,tQ t�17AKE. . Metalair, Kreuger, Tuttle & Bailey or approved equal . Metalair mode RHD, white aluminum surface mount, 45" blade with adjustable opposed blade dampers. r RETURN OR TRANSFER GRILLES :90, z Same as registers less damper model RH. FIRE DAMPERS Furnish and install where shown on drawings and required by code. Fire dampers shall be constructed in accordance with Underwriters Laboratories standards with 12 hour rating. Provide acceptable access doors for each fire damper. REFRIGERATION _PIPING / c_A D-1 ,� __ All piping to be Type 'U' or ARI copper per sizes shown on plans. (streamline) Long I ( sweep pat wrought copper fittings will be used assembled with an approved silver solder. Pipi g shall be as shown on the drawings and recommended by the equipment - z _ manufact rer•. Piping to be supported with necessary hangers and support steel per - --- - - _ ___ _ __ best prac i es (maximum of 10' -0" apart) . After piping is complete, systems will be . / pressure tested then evacuated three (3) times by the use of an approved high vacuum pump to an absolute pressure of 150 microns. After testing is completed, all systems r>. will be charged with refrigerant as recommended by equipment manufacturer. maintain X-- -- -- 21 ` -0" height) . 40 ... . .:..... CONDENSATE PIPING - Coil condensate drain lines are to be schedule 40 PVC (trapped) pipe (plastic) with - - clean-out tees at 90' turns. — GENERAL NOTES IT All work shown is schematic, verify all dimensions in field. 2) All state, town and local codes to be adhered to. All permits to be secured. Y 3) All flex duct to be insulated equal to fabriflex with connections made by strap connections. (no runs longer than P -0") _ 4) All work shall be performed in a neat and workmanlike manner, according to best - I I practices. 5) All subcontractors are responsible for clean-up and removing debris. 6) All staging, tools and equipment (per OSHA) to be supplied as required. 7) This Contractor to provide all starters to electrical contractor. 8) All power wiring of electric heat by electrical contractor. 9) All roof curbs to be counter flashed and made weathertight. Clean all debris off � roof. — 10) Provide all necessary supplementary steel for hanging and mounting equipment. Paint �yST "t S with rustproofi ng as required. 11 ) Verify all mounting heights before i_*stallation starts. 12) All pivinq and electrical pitch pockets by others . Verify locations in the field. Roof HVAC r4' ,lob Number Scale 1 Dates Drawn A. L. Seeberg Assoclates Inc. Archlt*cts 335 T Y Norwell, Ma�asachusetts 617 659-7533 02061 Bassett Lane Retail /Office Development O'Neil, O'Malley, Hostetter Hyannis, Mass. �_�.-% H 4 Contractor to verify all dimensions in the field. i i '/4 STo v_t GI: E it 314"CvJ of, 21%/ up s04. 4"5 UP 0/2"W uP 1O'-U"G i � I 4"S Up 4"5 up 2"V UP 4' j _- 3/4 c...t j I' - t(?r_ To a RwL l o1-01, G --- ---+ 1 14'-o" C 1 (5 CLG 0 41's u P RwL Go � -_- z,y uP 11l�i. � *5/4"Gv.l JP TO SEWErG J 4`RW1, UP 4"S aP I 3/4 cw uP I 2"v OF — TO 'WIZ W u.EQS 4, 5 1P 4' S UP i 3/4' 10K, 1114' ►'�4" cw J&Lv E a oQ vizop II'G�.1 JI 10!ti" GI � -WATEQ. ,,nE1'E2 --- o-f -------------{' 3/4" CVj 0P f jA' Gk1 Jat.✓ED o•� �P.vQ — t /4 - - u. I �..— �%oST I�.JD�GlsT�i2 ./oL�/E 2"G�n/ SERJiGE 4" FII?� SERJ icE Iy-1" — To SPjZi�IKLERS AT Efit, ►AF T EK 4/4. GWI JP 74— l � t� Von✓E E 1/&LV E 5*A --�'' "'� P��T ,.� c�.T Q�. h ems. Lower Level 2'"Cv✓ SERJ1 GE Plumbing Plan Job Number Scale Date Drawn R. L. Seaberg Associates Inc. Architects 335 Washington Street Norwell, Massachusetts 617 659-7533 02061 Bassett - Lane Retail /Oftice Development O'Neil, O'Malley, Hostetter Hyannis, Mass. " of O� J` EPH� y i S 9A � e`ix 9 P Contractor to verify all dimensions in the field. Li IL I r W 4�i I vJ 11 3/4 Gw Q+a cw I '12"Cv� co 4"5 W 4' 5 - 2"J 0�j TIU Do 2 U ta.1 vv" 3 wl On l 1�12"-VJ �J I 2' v p� 1'/z"wj ,/ /2"rlw �}J vi 04 hl,cs ��a P-IQ � I �- W1aTE 2 �WsfLIL. - I I ILo r „ 4,.5 JP warEZ '44"aw o4 2"� UP �IEATEV_ — W W \ a 1 3„RvJLJf _ M IlTzwUp_ Co �J J k (ow G4Cv 11 r �. A I o0 - 3"�N uPCE2) L-— — 3"W UP(FD) N a"__Ryt L 12�-1 �0 4 ; wL I — 3 R.,f L J P 4"S 5TsGY.a1 r RwL--a 0 b a/4"CvJ IJP 4"5 I � 4 � op 2"V JP ► f -- if UP I TV gTA(.K.Jp y '4" GvJ D-j 1 I woT EIZ 1�E�i7ER. -- � �- a ity L- -- — — J 2"v D�J 45 1 I i - Vo - Fi rst Floor Plumbing Plan Job Number Scale Date Drawn R. L. Seaberg Associates Inc. Architects 335 Washington Street Norwell, Massachusetts 617 659-7533 02061 ` 4 .� Bassett Lane Tilr Yro�. ,:.•.�. ,*K Retail /Office Development O'Neil, O'Malley, Hostetter Hyannis, Mass. J E P y IA N SSA No.9018 � AL P2 Contractor to verify all dimensions in the field. I o FAW aFF�GE 'C" 3V I i 3"RW t UP- Ro ovER— C — — - N C�G I - 2"� D" - 2"V 2"V tA.1 W/1TEIZ u EATERS 4' S -- - ----- 3'RvJL W NY 2"V �{�-4''VTQ i -I P-1 -___---_ � � P,� � � Wo►.�EN 323 WAIT E rz, i „c V-J _ wOME� MEN _ wc1�� I PIT r° 2"v QF-4`V T I �l2"uw oa -------r -1 1 FL* Z„ftv.t E 2 4"5 I 4"S 0 l'l2"w* 2 V p� 'IT, u� - 2„\/ '5TAC.K- Rrl1, 1"G Wnl Ga 3"RHII DO I 3 �z�.t��p • rtp ovEa. 4''S 0PPICS 5 L7i I Second Floor Plumbing Plan Job Number Scale Date Drawn R. L. Seaberg Associates Inc. Architects 335 Washington Street Norwell, Massachusetts 617 659-7533 02061 Bassett Lane Retail /Office Development O'Neil. O*Malley, Hostetter Hyannis, Mass. 4"x v N f SSH I Z'; (090,18 ,, �ONAl ENC' P3 Contractor to verify all dimensions in the field. SYM P 0L LIS"[ SoQW 5oIL OR WASTE AE5oV1: FLovR Spew 501L o2 Wb,57 E 6ei_ow F L009 i ty - - - - - -- V Vet T o80uE FL00W_ V VE- JT' 165Lovv FL001Z F''r•' zvv 4&IPA WAT1 (K LEADER 40oJE r LooIZ01 -. Qwl RW'._ iZt N wArFIZ LtA9G-rZ 13EL0w FLoo?L ;01 —----- - ----- - GW C D L D w,4T!^ K --- -- law Na 7 WWTE R ---�I Co CLEA�.40UT C►�P of L44F. - 0 Fco CLEArJoUT F-LUSu wIT►4 FLoO4 F L ;►4E —D4-- GATE VALVE 0UT510E SGeEvJ ArJ0 ` OILE UAL%)E --�--- GN Er,K VALVE 2 I +���� ��2° vJt•►I +rJAL 1. N'f�+�►�'T z• i � 3"iZo \ .o i \ - -- ---- - - �4`VT(L `2f o -- - - o � 4" --�T I,I O o j 2 2• t4"V V. -- i i ___ — SEn LEO B� . PAS JAWED Iyt ► r zV \ WATEZ METE P...! 1 4" Poo5E4EEPL4(P- 1 Copp-ALL 5E R V LL-A JAG U U►,A BR EoKI;IZ ----,_ TO F IKT�,)RE`� Roof Plumbing Plan To 15PLo51.1 PI,pGK — — / FIB GRADE i r Job Number Scale co►_45I.JArIoIJ Pe&ss JR.E 44Q D TE►• ps"To" RELIEF VALVE — — — — 2"M 01 J DRAIQ Date Drawn _ L� �� Q►�=F..�F.GT2tG vJaTEf� _I��Pt�.� ___- To w[ajrr►Z r.A07O12 GoJ, -- _ G -- �NEf PIPE ALARM C�FL� `✓Ol,/E - 'vI I fJ ►�r1 1v1 C U►�1�..I GT O S Z G S IN 7 l M M I�1 G 5, Iz ErAQ o CIW 40✓I BEz , R. L. Senberg Associates Mc. Architects Qilt- i'�1 �AUVEs Ff,bvJ �LovJ SwITN IL_JI v,/ALL gQaCKET A�JD SNELF 335 Washington Street Rio Fl�crul2E W45TE VE`Jr C P V-j t> PLt1►.� MiZ ✓JATc�t Mn+J {Clt Norwell, Massachusetts -_ -- - — 617 659-7533 02061 I WG'ELZ CLc ,�t 4-" 2- ` wry 4t" A►,:: L!. r DQWJ PLUMBED 1 4 1< �L.J& C 1C I L I J la ")FILL. I D P- ID, waT�R cloSEr 4,, �., I,4 ; — �}AIDIcoPPED NUiJCo GEILIrJCa LwJEP- LEyEL - Bassett Lane P•2 L A�o Ts R Y' 1��2 A I i�2, 1�2, y 2- G,-- --------- --------- ---_-_ ---�. --------------- ------------- Retail /Office Development � 2A L &VA-roi;F Y On" ►n, i-�o3pIGAPPED O'Neil, O'Malley, Hostetter - �-- 3`` 2, 112,, ►�� tti12UsT �L1' K - __ H annis, Mass. P - Y P-4 JRI �lAt, 3,, , V4" - vJALI NJJG sr�ap A�c� 4lcNoe ss Pie F Loon �FP,o RGQ d I RE�I E IJt'y _ 5 P �to 1.10 SGpI,E ' P4 4D. Contractor to vorify all dimensions in the field. i . Li (!`�LkL GD►.t'(�GTOR- 5r�,�LL 5rAr1�('1PE tiEL�-) ZLifi POLE >%oR P .R., ' i,Vi 0 �- ��(�� Ik ALL Z ALL ,L 64lo1. b(z�k W11LIJ61 �04 �1-14m4"1 Q 5MALL 8E C a w�Ti� e01J IJ© CoPPGR. 01 (Pqs J� GAE Ls 3 L�>ri_It~RAI. 60�,1TrL&6104 5E-IALL 6E 2-65POrJ5i6Lt COL A.-L GoIJG T� W02-4 ItJCL1 OIQ J AU- E,craio¢. Li4kf 1 N-fd2E PaA5E51,,Q0 ALL 60r4 J 1T5 rZeOd19.60 -�o bk e-�J6A6i�0 I�J 60 ZZETe- 4 Li. 6TR1GA, GoQ�r"fO4 5,iAioL- 6e 2-r--SP0IQ51&E F09- f Oo G�aJ�JP1 Q(A uT11,1T-f Go -i`�,,i S�aR�ME2 5E iu PJC 6000JI'r 5jPPUE0 �� ��+F_ TE��,P►-�o�l� C,OM P�J� A►J® i 1�J5T�.U.E® �TEE ��.r G�`R.�C�.t, C,o�t`f�Gro� ( A L L 6 k" bt puff-MeO ""rZO 'i C-6,C Atilc� � 1�STALLE� Er4 11�6 i Ll ,6r4CA.L CO&A .A4 fog. -------- --- — T M EG L.UG IA. i r� GLOG C- -. N rJ fJ N N N ............. L I BUILDING 'A' BUILDING B. - Electrical Site Plan (L24 --- - ��r1 EGLoG� scale,;X Job Number -- — ! Date 0-1 lel-1 Drawn R. L. Seaberg Associates Inc. Architects -- I - -� :335 Washington Street Norwell. Massachusetts — --- 617 859-7533 02031 �1M�Gl.UC� P T r--------- Recall /Office Developmeri�t i T O'NeIi, Malley, Ho'te er M . Hyannis, T p _ T vv� ' .RAC r VERNE G. �Gv NORMAN ELECTRICAL v bld. IS890 q � � w SITE ELECTRICAL PLAN BASSET LANE ElFss',op Contractor to verify all dimensions in the field. rA AIIH EUH F F F F F F F F STORAGE E STORAGE F E-io-WKICAl METfii�1N(, I �ablplv�NT-- i r1ly,\v (2 fO -_)t2A46 46' r-e-P- 120 '5-02A41�, H LJ1444 121k4w �0 W L?i�4 �Q& Wig-lQ(4 91,M,4L Wi4I,4 Oik;4AH U F F F F STORAGE A F F HrA, 7 F F STORAGE Q OB, ELECTRIC ROAM 1E F BUILDING - A F U Q-5 V I SCALE 114"= I' - 0" P F\ XD B �16�2- 7 E F EL' F 7 F El F O-S F --� f F n� E ohe� LiNA" B 0]-is E 19A,Q 6 L T T, j F F F F I i \LA; F F 0 F - Ifli► T�iiJTl�>� nrENr STORAGE G STORAGE H ELECTRIC ROOM To %Og44e� 14 BUILDING - B F F F F SCALE 114"= 1' - 0" F F E-UH F F Noof�cv; 1. �� -k-)KK 7�CVt-_ STORAGE C STORAGE D 0>NAIL A(.,0y2A\K Arlt2 91 BASEMENT ELECTRI(_'AL PLAN BUILDING B F F SCALE 1/8"Z r - 0" F F EOH EUH E BASEMENT ELECTRICAL PLAN First Floor BUILDING 4 37LE 178,71 -00 Electrical Plin I All required excavation, backfilling, trenching and rough grading for underground conduits, wiring, cables,. 11 . Plastic conduit type "EB" encased on concrete shall be used for primary electric service and telephone 21. All local wall switches shall be of the, flush tumbler type, single-pole, double-pole, three-way, or Job Number S c a I e-.4:5/1 pg piping and the like including secondary electrical. service shall be by the General Contractor. service. four-way as required as manufactured by Slater, Leviton, or General Electric. All switches shall be rated - at 20A - 125V. Color shall be ivory. 2. Utility company charges for current consumed by the temporary light and power system for construction will 12. Plastic conduit type "DB" shall be used for secondary electric service. be paid by the General Contractor. 22. All plates used on switch and plug receptacles in finished spaces where wiring is concealed shall be white Date Drawn 13. Electrical metallic tubing may be used where wiring is installed exposed, for main feeders to lighting and smooth design; plates on exposed condulets to be electro galvanized. 3. All telephone cable, instruments, installation and connection by the telephone company. power panels as indicated on plans. 23. All convenience outlets shall be of the single or duplex type, back or side-wired, T-slot or polarized slot 4. Prepare and submit shop drawings and product data for submission to the Architect anal Engineer. 14. All rigid steel conduit shall be standard IPS, galvanized or electro galvanized, threaded conduit type, or equal , as manufactured by Slater, Levitori, or General Electric. Color shall be ivory. R. L. Seaberg Associates Inc Architects manufactured by Wheatland, .3 & L or Youngstown. Rigid steel conduit shall be used to standpipe utility �A This Subcontractor shall instruct to the Owner's satisfaction such persons as the Owner designates in the pole. 24. This Subcontractor shall furnish and install the lighting fixtures, complete and for each and every light 335 Washington Street WE proper operation and maintenance of the systems and their parts. outlet in the type quality, and size of fixture indicated on the drawings and in the fixture schedule. Norwell, Massachusetts "TIMM, 15. All conductor wire and cable except as indicated in plans shall consist of 98% conductivity copper, with 617 659-7533 02061 0. The Electrical Subcontractor shall give all necessary notices, obtain all permits and pay all taxes, fees 600 volt insulation, manufactured in strict accordance with the requirements of the Board of Underwriters 25. This Subcontractor shall furnish and install an electrically supervised fire alarm system as indicated on and other costs in connection with his work; file all necessary plans, prepare all necessary documents and ' and the AIEE. Aluminum conductors with hydraulically compressed fittings shall be considered for secondary the plans. The system shall be wired, connected, and in operating condition in accordance with the obtain all necessary approvals of state authorities, all local, town, city or county departments having service. Electrical Contractor shall increase size to conform to the service ampacity requirements. National Electrical Code and the National Fire Protection Association standards. The system shall be Fire jurisdiction; obtain all required certificates of inspection for his work and deliver same to the Owner. 16. For all non-metallic sheathed cable branch circuits as called for elsewhere in these specifications and Control Instruments or approved equal as manufactured by Firelite or Gamewell. noted on the plans furnish and install the indicated sizes of non-metallic sheathed cable copper type "NM" 26. The automatic smoke detectors connected to the system shall operate on the photo-electric type and depend 7. This Subcontractor shall provide all labor and materials necessary for the complete and substantial Bassett ���n� execution of the work, including all transportation, scaffolding, apparatus, utensils, tools, etc. , with thermoplastic insulation and jacket and ground wire as manufactured by the Rome Company, Phelps on a light source for smoke detection. It shall contain supervisory, alarm arid auxiliary contacts. The Retail Otf ice Develoon )( requisite for the faithful performance of the work to the true intent and meaning of the Drawings. All Dodge or Boston Insulated Wire & Cable Co. The cable shall be approved for the tyl,­ . ,:e and ()S� smoke detectors shall be Model D200, 24 volt. workmanship and materials shall be of the best of their respective kinds. installation conditions rioted. Cable shall be supported every 4-1/2 feet by suitable type straps approved O'Neil. O'Malley. H L ! l- I W. A 8. Furnish all labor, materials, instruments, supplies and services and bear all costs for the accomplishment for the purpose. Nan-metallic sheathed cable shall be used in partitions only. 27. Fire alarm horns shall. be FCI AV-32. of tests herein specified. Correct all defects appearing under test, arid repeat the tests until no defects 17. Armored cable shall be used for branch circuits in all plenum areas and for feeders. Armored cable shall 28. Remote annunciators shall be installed where indicated on plans. Annunciators shall be FMC-M4 with key Hyannis, Mas °­.� - are disclosed; leave the equipment clean and ready for use. contain copper conductors with type "RHH" or "RHW" conductors and shall be as manufactured by Boston operated alarm silence switch. Insulated Wire Co. , American or Collyer. Cable shall be supported every 4-1/2 feet by suitable type straps 9. All materials, items of equipment and workmanship furnished under this section shall carry the standard approved for the purpose. 29. Multi-metering equipment with single phase metering sockets shall be Crouse Hinds, Square "D" , or General warranty against all defects in materials and workmanship for a period of not less than one (1) year from 18. Furnish and install all required outlet boxes as manufactured by Union, Raco, or Nelco'. Electric. the date of final acceptance of the work. 30. Multi-metering equipment with three phase meter sockets shall be manufactured by Crouse Hinds. Vow CL 10. This Subcontractor shall furnish and install all fittings, clamps, conduits and wire of proper size to make 19. Panels shall be power mark circuit breaker load center, bolted as manufactured by General Electric, Square ground connections between all apparatus and conduit and the water pipog as required by the latest edition "D", or Crouse Hinds. of the Massachusetts Electrical Code and according to the requirementsf the local utility company and the 31. The Electrical Subcontractor shall include all costs assessed by the power company for service. local inspection authorities. All ground wires shall be run in conduit of size required by the National 20. Disconnect switches for all motors shall be unfused type normal duty "ND" as manufactured by Square D, Electrical Code. General Electric, or ITE Electrical Products. tE E2 Contractor to verify all dimensions in the field. 2 � q --- ----- - - - -- _-- — -- -- I ---------- _ - - 3-- _ CA , I _ i ( - - -; - — -- t °RETAIL I T -- - I , - - T Lam,5S - - -- - -- - --- !A r- - - - -- - - -- - _ R A A 10 a l ' R� '>' ILA, � - o� !IL l l�lts11 91 - A t A A!•f- I A I - - - - - — - i� � — ► I A �Aa - - - - - $U r g - - - .� _ -- - - - N Rol t _ � f �? I (B I ram►�� TO �U-1�.1-I �-A�-i�1-2 5N�1.L P� 3�4 - - - - -_1_- ri Z L 5 AGE. B � _ 8 B � Z�I l3 1T�(Z.'l ! 2,3,t�- ME ►� �T P � - - - ( 1 _ ® _ - NP •Z NPB T►-i SNa�U �E DOE Cep- .� CUH — I { p ! s _£ __ — - T. p 4. �L�-GTRaGAL Co�iTR GtDrz SNAi..I. wl A - _ r--- A A i 2 ID._---.- Q► l,! 4fIIJ eQUIPM rrl't'Ah10 E411S -10 b�C �Q& N 1114j ° - - ' I �P s I I -- _ �1 2�Io �, -- --�-T, M I ! $ B 5. M ��1�-( I.IG�r�T►�tl� Fi,c'�UR.ES SN ..I. .1 , �► ,1 �! EXi O6 *'HIM � klo -rM(LLJ L6� 4�' T►HEGLOG►� - --- • - 'I C es � —.___ -- - - K_ � I - - = E I ; A ' 'A �A !A Yrr all I - ' 1 � A A A 1 "$ G i -- I A F A A I 1 >*� L�-to �'►A �- - Sw GM i I f _- — j II ' i E TA i L 4 A _ A A A A A F'�rz'Toy �Ka L 4 b _ I I A _ A - b -----, _ — First Floor FIRST FLOOR ELECTRICAL PLA N FIRST FLOOR ELECTRICAL PLAN Electrical Plan s BUILDING A BUILDING B SCALE I �/$.._i. _ 0" SCALE �,° I�$��-I� - 0�� Job Number Scale . „/ �^ I f a Date CF / Pj¢ Drawn R. L. Seaberg Associates Inc. Architects 335 Washington Street P. � Norwell,. Marp."H u*q�� 617 659-7533 Bassett' Lane r Retail /Office nevi? o rneril I All O'Neil, O*Malley. 14o - . ter, annls, - S. a u CT1UC'uE3 r, K' Contractor to verify all dimensions in the fiefs. A — - _ A - _ _ - - -- _ A -- - A � - - - - - A ;__ A aG'8, ID I - -- - - -- --- . } �OB B A A r A q -. fi - - 7 �'.' I i -- - - -- -- D r,. j Zy4l� � ,! C � i _ LLIi D A - -- D I _ A Da�1 EL F s zs— 4 1-. I _ __:._ �. i - _ C -----:; cc _� E B - �- - — — �_ E;L� 5 __-- S -__ 6C• -- A f _ -- ' -- _ A 'A . d G r' b I I _ I A 'A . .._ + Ai_ _i A A B B 8 bB + ° B e A Ii--- B I � G � 13 t` OFFICE } __ _ — - - D -- A A A SECOND FLOOR - LIGHTING - PLAN SECOND FLOOR - POWER - PLAN BUILDING B BUILDING B A A A SCALE I 8'=!' - 0' SCALE I 8"= I' - 0" i - IA --- � - ` � � 6 � �M�Q.IaF►.1C� aAT(�(��h i tJOFFIGES �,�,G, 5HAiLL &S, 9YWA7 MODeL L V E - - --- - �--- - ---�+-� LIGi-�i►.�L,1 �.Q�JI PM�ti,I'�d-E�,� �© �M�R��►JG,! �M rJC�( L ir44I N:rJa5 5HA LL 56 b4X"H!2!2 SECOND FLOOR ELECTRICAL PLAN PNoI�� o�TL�'� 5HaLa- bi� ?Q'LL�,pzep 5_� .rkg BUILDING A �� c0. LWg-IGAL CZQr4AL-0Z 6�ALL fa r,06 �Le' Second Floor SCALE I /8` - o°' - PLATE Electrical Plan Job Number Scale D�r�M I✓�5 b 51�A�..i, a� L N- °fir. �iChil•: � <. '��aberg Associates fee,=,Art;4,#1-0s 335 `plr::9itjl�gtor,.�i,Lrt� Norwell, issarhus! tJ ,i 617 659-7533 +j2061 Baso­-etpr !Lane retail /Otfice De-N l pment .'Nei(. O'Malley. �tter� D. Hyannis, MUSS. �PLHOFAf E4 °�r�1fRl 4N Contractor to verify all dimensions in the field_ PNL PNL 3i�:x2'-o„�.4-o TELEPHo�1 LAC LAC � � p. p PNL 4 3 .SIIG- kfL�la GA&U LBC � Go�JOuIT To rIA"rJ L�wooD ��G�r�vJ�® i E �G� IGA�L M Et4►. 61 �' ► EL+"PI-+olJE Pi,�(r.�ov0 _-- G�'�P 15�� lal�i ���1PME>JT IJ 3 LT�fP� ________-.. _ __ ---___-------------- ------ - -- __ ------ -- _ _ ,,Np FLOOR ------_--.------------ --------- --__ --- ---------- --- - 2-- F LOO R L , `—i PNL PNL PNLN -- OU PUZLE PNL PNL RVL �• LAI L/�3 LAB L/aB 3"2�, wllG,0 AIW04.D GAP U 3 2/a wL/l�l�D o�ED LH3 LB l o EI,�G�h� T,*- �l.E CT21 Gb.L �'ETE W IJ�G o I. G'(�IGA►L ME�(EQi nl o P J15T Qu►P kQf �'2 �' I ►� F..QU!Pr�E _ ST SST FLOOR _ -__--- -- _ _ __._-__________________._____ _____ __- __ __ _ - ___ _- - - 15T I STFLOOR (AL H E;fEW►Jl.� ��� ,�� �Q�JtPM�iJ;f� .�: ,,E PNL PNL PNL PNL IL PNL_ PNL PNL PNL PNL 3�41-�p� NM ------'T�I,EP1-full I�L`��,J D LAA L '�' '-` HPA L13 LB LBA L �'' ' �' H To �LrlG'tR.IGAL M�tl � R.t� f j �`� o �_� � (o'r^f P���Irl G��� " ' 'i� '^' D 15'>�.►1��1'f oIJ �� I PMw�� �1= Z "� MT 'f I ------- _. _. __-._-._ _ __ ----- - ------ - - - -- _ --- - - --- ------- - ------------- - - SMT �I �L PME1�Ci' I`I Z- — _____�_-.__ __-__ B� FLOOR I ''i'D � � FLOOR 1:1 E 0 _._3 '!0-'�'`f P� Ia M G/� D LAG •IGA L _ _--- — —_ -------- 8 FLOOR ,��) \4-"COQOJT TGL EP ,0 �� �i� Z GOIJ©�1�5 I.aG�+ (0Q0J I•f 5HAl.,L 60IJK J EQ(jI p H a151r2+� lol.! yy l �� /n� I ' � i - -4 3 M��I G0�■101.1G'rOP5 6ea >G LEGTR.I C,A HA,/IJ4OLP 666 �L64;fa,6AL 1 (i� � �Z V�-'i I�U��� �� LA I�l�� �' Tl��l�� �MI^i� rr -JI I r � �� ' ' EQUIPIy hag N UI1 �Na r1 Ihi 4 N�GM ¢ Q~al��, G— C G�rynUG�C�Iz� (��� ✓��(,-(KIGAI. �IT� rl�,rt ' 2 SITS PLA1J! S�E6r 9-1y-t E Pl.aJ N POWER RISER DIAGRAM POWER EMBER DIAGRAM I ELEPHON E RISER DIAGRAM BUILDING 1141 BUILDING 'B BhJ—�..6ii■iu■ww.�■.i•...rn■�■i�.�.r�� N OT TO S0177 N OT TO SC 7= N ,O T TO SC A LE 0 ZONE-3 ZONE-3 ELR] ELR E E ZE-71 F SD F F SD F F F F SD F F SD F F 3 � FLOOR -----_._----__..__-._._-- ------- __. _ _ _____ _.___ -�D FLOOR _. %NS` FLOOR ZONE-2 ZONE-2 ELR_j �ZOI�lE ELR I 4Zo�► - j E. E E E F F A F F F F F F F F FA F F FLOOR _-_---- ___.--------_ _. ---. _------___-___ --__..- _ ______. __._ -_ _ _ __ __ __ . _ -_ __ -- Sf FLOOR T� FLOOR ZONE- I ZONE- I V �ELR_r f' u F r F F SU FAC F F SD F FAC F E B i _ -------__------- --- ----_ B M FLOOR ---�_ _ ---- - --- -- - --- - --BsmT FLOOR - _ - FLOOR ,� To '(ELEPr+oIJE PL-�woaD `0'�OELISn�40�aGr��o� �l�Gl��oA,R.O .a: FIRE ALARM RISER DIAGRAM FIRE ALARM RISER DIAGRAM E MERGENCY LIGHTING MISER DIAGRAM BUILDING A BUILDING B BUILDING rrr�■rr.��r NOT TO SCALE NOT TO S LE NOT T;, SCALE I �—-----� 60A �� ' F�T_I i I---—- W P-- -- E 24r Y_j -LAG-! Ira 1 0�IG..1% ,R.O 2NDFLOOR 1 - - - -_ -________--------_-------_- ----------------------- - 2ULFLOOR ( - B - ; c A H - , J`w - P E E E E [:1Riser Diagrams _ �p E:1 __7 - s ST 2 30 -2 P - -- - ----------- --- ----------- ------- - ----- - - -- - F J o b''Nu m b e r c a to•��fFL� FLOOR I —----� p 1. I I�i L�A - � L00 R C A H- I geN L 5PAGE I , 3"; 2P Z IQ 3/ G 3/4Q`'•Dr -- - - ------ C CA-2� .,66-1 �� Date Drawn E E L---- {�E1AI!_ SPAC>*�5 T�L PNvI�� PL�wt�ao V �_ I C H ! .A I ttJ ,P (��TA,L SPAC,�.�2 �_Z 10,3/4� .. R. Seaberg Associates 1,:.: , v1T -1 -- ---. -- _ - --- - — _ 33. Wastiinq ref -1 ftmoi� B= FLOOR FLOOR ZIO 3i �" GD��v(� P 1.1 Nor well. ic;SSdt' i fi!F.kK '- - LAh-I 4Q _ b�ii�(�L� 51 � � IGD.L 617 859-7533 LMERGENCy LIGHTING RISER DIAGRAM OTE-6 - cAH-i -2P I �'AII. SPAGE 3 �---- - -� GQA P C 51T6 PLA1J SM+ e E- I BUILDING B �-- --- P RT-2 NOT TO SCALE ! EMER.t�E►JG� 6Att'r~R. ►J° I¢3 5NAl.L $E I------- zwP -� HODEL L55-4 2 �o, i4G —__ _ ELEPHONE RISE R DIAGRAM Bassett Lai f t NOT f- BUILDING A R� tc� i !-Offce, - 2 E � ICJ 24 .&( bAT16tf i�`LZ 5►4ALL 6e RT- I A P LAG I TO SCALE t_ \0P OPP4(- SPAGE "d, 0� le�l O-Valley. Hottdf'ter yannis, Maw 4,�� 3 ���R�rl�C�l L�G�rl1 i►�t� rlr�Yr.1 R.�S �jMt�. _ D ae 6�46 N 1212 , PARTIAL ROOF ELECTRICAL PLAN Z IC t,AC. Z ICJ BUILDING B" OI `vL I� - ! - 0 J� �FIG� SPAG� 13 ec,1A PART14\L ROOF ELECTRICAL PLAN "CTECA EIEGTpICAI, yr BUILDING A.. ,�� 4 CALF I� ,- I, _ 0'. Kr E5 o�Stf3tll,�.t� IN Contractor to verify all dimensions in the field.. LEGEND - HOMERUN ARROWS DENOTE THE NUMBER OF CIRCUITS O FLOOR OUTLET (POWER). ,► AND SLASH MARKS DENOTE THE NUMBER 0-F #12 LIGHTING FIXTURE SCHEDULE CONDUCTORS IN RACEWAY OR CABLE ASSEMBLY. FLOOR OUTLET (TELEPHONE).CONDUIT OR CABLE ASSEMBLY TURNING UP. © TYPE MANUFACTURER MOUNTING LAMPS FINISH LOCATION REMARKS FLOOR OUTLET (COMBINATION TELEPHONE & POWER). WATTS TYK E CONDUIT OR CABLE ASSEMBLY TURNING DOWN LI T HONIA 3 F40 CLEAR RECESSED OFFICE/RETAIL 0 FLOOR OUTLET- (COMPUTER). 2PMGB-340-32 40W WW ALZAK --- _P M -- ------------ - --- - - -- ----_ - ----- --- --- ---- ._RACEWAY -- OR CABLE ASSEMBLY INSTALLED CONCEALED. CAPRI p-19 CLEAR H ' TELEPHONE OUTLET. g RECESSED 100W OFFICE/RETAIL FLUORESCENT LIGHTING FIXTURE. "A" DENOTES AEOI1-TO42 IF ALZAK _ LIGHTING FIXTURE TYPE, SUBSCRIPT 'b" DENOTES CAPRI A-19 CLEAR - Q SWITCH CONTROLLING LIGHTING FIXTURE. NUMERAL 7P TELEPHONE OUTLET (PAY PHONE). C RECESSED 100W OFFICE/RETAIL j 2 b DENOTES CIRCUIT NUMBERS. (TYPICAL AE075-T076 IF ALZAK ALL LIGHTING FIXTURES.) EWC D KENNAL WALL 13W PL BRONZE STAIRWELLS ELECTRIC WATER COOLER. 22--1560 13 LIGHTING FIXTURE WIRED TO THE NIGHT LIGHT CIRCUIT PRESCOLITE 2-20W T-6 1/2 j ® FLOOR OUTLET (COMBINATION COMPUTER AND POWER). UNIVERSAL OYSTER CORRIDORS E EXI•-R-DCB 2-13W DC BAY go PRESCOLITE 2�-20W T-6 I/2 FLUORESCENT STRIP LIGHTING FIXTURE. DISCONNECT SWITCH. NUMERALS DENOTE AMPERE E, I UNIVERSAL I OYSTER CORRIDORS ("�3UA-3P EX1-R-AR-DCB 2-13W DC BAY u � 2.�A- RATING. POLES. AND �=USE SIZE. __-_- --- ------_-------.---- --. - ----- - -- --- __.____- -_ O SURFACE OR PENDANT MOUNTED INCANDESCENT PRESCOLITE UNIVERSAL 2-20W T-6 1/2� OYSTER CORRIDORS LIGHTING FIXTURE. 2 EX1-R-AL-DCB 2-13W DC BAY � PUSHBUTTON STATION. --- -- -----� _.----- -- - -- ---------- ---- - ---- - - ---- WALL MOUNTED INCADESCENT LIGHTING UNIVERSAL 2-20W T-6 1/2 � OYSTER CORRIDORS � PRESCOLITE FIXTURE. ®0 MAGNETIC STARTER (NUMERAL DENOTES SIZE). + EXI-R-ARL-DCB 2•-13W DC BAY ® RECESSED INCANDESCENT LIGHTING PRESCOLITE UNIVERSAL 2-20W T-6 1/2 OYSTER CORRIDORS FIXTURE. MOTOR (NUMERAL DENOTES HORSEPOWER). E4_____EX2-R-_AR.L7DCB 2-13W ' DC BAY PRESCOLITE 2-20W T-6 1/2 UNIVERSAL I OYSTER CORRIDORS TRACK LIGHTING SYSTEM WITH LIGHTING FIXTURES. L/ EXHAUST FAN. EX2-R-DARE-DCB 2-13W DC BAY 1 LITHONIA SURFACE 2-40W F40 WHITE STORAGE CD C-24a WW ROAD'y'JA1` i__iJI�9'NAIRE' AUTOMATIC CONTROL DAMPER. _-- ------�-_---- _ - _. G ELGY WALL 40W F40 WHITE i TOILETS �Qy CEILING OR PENDANT MOUNTED EXIT SIGN. ARROWS W81-140 WW Y DENOTE DIRECTION OF TRAVEL. � UNIT HEATER. H ELGY WALL 20W F`20 WHITE TOILETS 1 W81-120_ WW � WALL_ OR END MOUNTED EX'T SIGN. UH LITECONTROL F40 CABINET UNIT HEATER. `-' RECESSED 40W WHITE MAIN LOBBY 122t3RS WW SINGLE. POLE SWITCH. V � KIM EXTERIOR HEATING & VENTILATION UNIT. BOLLARD 7 OW HPS BRONZE B30--411BR/DBE_ WALKWAY OHP EXTERIOR TWO POLE SWITCH. /'''�E.YVH L 208V-DBE!LS/A25 POLE 16OW HIPS BRONZE ( ) ELECTRIC WATER HEA T E��. PD14-4126-DBE PARKING �•./THREE WAY SWITCH. I1/I n � PRESCOLITE RECESSED 150W A-21 BLACK/WHITE EXTERIOR ' -p----- PRIMARY ELECTRIC SERVICE. 1015-RM-3-DL IF _ -- OVERHANG PRESCOLITE R30 - ---- WALL - 75W -BRONZE EXTERIOR FOUR WAY SWITCH. SECONDARY ELECTRIC SERVICE. 9391 FL ---�- TELEPHONE SFRVICt=. MOTOR THERMAL SWITCH. — F;`r'""� POWER DISTRIBUTION PANELBOARD (SURFACE ! ' MOUNTED). Sk SINGLE POLE SWITCH (KEY OPERATED). LIGHTING PANELBOARD (SURFACE MOUNTED). SINGLE POLE SWITCH WITH PILOT LIGHT. FLUSH MOUNTED LIGHTING PANELBOARD. PANEL SCHEDULE PANEL. SCHEDULE SD FIRE ALARM SYSTEM SMOKE DETECTOR. L' OUNTACTOR. CIRCUIT BREAKERS EQUIPMENT SERVED CIRCUIT BREAKERS-- EQUIPMENT SERVED NUMBER AMPS POLES I AIC NUMBER AMP8 POLE8 AIC MANUAL FIRE ALARM PULL STATION. RELAY. PANiF . �F . ' 10/208V 1 PHASE 3W IOOA MAIN LUGS SURFACE MOUNTED PANEL LBB 120/208V 3 PHASE 4W 150A MAIN LUGS ONLY FLUSH MOUNTEDE --- --- ---- - - -- ---- 20 2 * EXTERIOR LIGHTING 1 30 _2 * -1UH A_2 _ COMBINATION FIRE ALARM HORN & LIGHT. - __- - -__ _ -2_... 2_3 30 2 * CH-1 2 100 * H-2 ElTIMECLOCK. - 4-8 20 1 * LIGHTING & MISC. EQUIPMENT _ 3'4 80 * i=.A FIRE ALARM SYSTEM CONTROL PANEL. - 9-10 -20- 1 * SPARE 5-10 20 _ 1 * IGHTING & RECEPTACLES 0 PHOTOCELL. 11-14 _ 20 1 * SPACE ONLY 11-12 - 20 _ 1 3PARES-_-- FIRE ALARM SYSTEM ANNUNCIATOR. 13-14 20 _ 1 SPACE ONLY _ 0 JUNCTION BOX. PANEL HPB I20/208V I PHASE 3W 10OA MAIN LUGS SURFACE MOUNTED SPRINKLER SYSTEM FLOW SWITCH. 1 20 2 * EXTERIOR LIGHTING PANEL LBC 1201208V 3 PHASE 4 WIRE 1540A MAIN LUGS FLUSH MOUNTED E33 EMERGENCY BATTERY (NUMERAL DENOTES TYPE). 2-3 - 30 2 * EWH -- 1 _ 5- --3 -* - TI�,�--- --- - 0 SPRINKLER SYSTEM TAMPER SWI TCH. 4-7 -'}-_ 1 * LIGHTING & MISC. EQUIPMENT 2-16 20 1 JOHTINQ & RECEPTACES _ Legend & Schedules Q EMERGENCY LIGHTING FIXTURE. 8--10 I - - 1 * _ SPARES--- - 17-18 20 1 _-- 3PARE ------.--------- _ 0 BELL. I1-14 20 1 * SPACE ONLY._. 19`24 - -- 1- -------- Jots Fiur1bc�= �a1®��' �''°`��� TRANSFORMER. - - -L-__ 1AtLY—__—_-.--- -_-- --FIRE --- ALARM SYSTEM�Tt M TROUBLE GUBL E BELL. -----.-- -----1-_ -- --- -___-- __-- ----.-._--------__-_-- - � PALL LAA & LBA 120/208V I PHASE 3 WIRE 60A MAIN LUGS ONLY FLUSH MOUNTED ICTER ECTRICAL METERING & DISTRIBUTION EQUIPMENT NO. I 120/208V 3 PHASE 4 WIRE \:J THERMOSTAT. - --- - -- - - --.-. ---- - ----- -- ELR END OF LINE RESISTOR. 1 �30 2 * !ELECTRIC UNIT HEATER _ 0 FUSED DISCONNECT SWITCH FUSED AT 500 AMPERES SURFACE MOUNTED. METERING Date AQ�.JASTC;T. .,/ Drawn i 2 I * LIGHTING __-- UIPMENT SHALL CONTAIN FIVE 200 AMPERE METER SOCKETS AND FOUR 100 AMPERE 0 ---- { DUPLEX RECEPTACLE. 3 1 * _ SPARE _ -- _ - SOCKETS FOR UTILITY COMPANY METERS.—__—.—_—____ FREEZE STAT. 4-6 _ I *----SPACE ONLY —_ 1-4 60 2 * NELS -LAA' A. 1w '�ealaerg Associates Inc. :architect — _ 335 Washingtcsi Street SWITCHED DUPLEX RECEPTACLE. _ _— — 5-8 150 2 s -- Norwell, Massa4;1�ua-� , rPANEL LAB 120/208V 1 PHASE 3 WIRE 150A MAIN LUGS ONLY FLUSH MOUNTED 9 70 - 2 i * - ANEL 7HPA• _- 61S 659-7533 P � 208 VOLT - 30. 4 WIRE RECEPTACLE. - — t7' WEATHERPROOF DUPLEX RECEPTACLE. 1 26 2 „ CAH-1 120/208 VOLT 30, 5 WIRE RECEPTACLE. � 2 100 2 i * AHU-1 _ECTRICAL METERING & DISTRIBUTION EQUIPMENT NO. 2 120/208V 3 PHASE 4W GF 3-`l __ 20 1 * LIGHTING & RECEPTACLES USED DISCONNECT SWITCH FUSED AT 350 AMPERES SURFACE MOUNTED. METERING I tom' GROUND FAULT DUPLEX RECEPTACLE. _E3_1(A 20 I SPARES QUIPMENT SHALL CONTAIN THREE 200 AMPERE METERS AND FOUR t0O AMPERE BasgseAt L an . DIRECT ELECTRICAL CONNECTION. ELECTRICAL 30A 0 CONTRACTOR TO PERMANENTLY CONNECT EQUIPMENT 11 14 4 20 * SPACE ONLY ETER SOCKETS FOR UTILITY COMPANY METER. pf ����(CE` �eVelopme' `' p.. 208 VOLT - 10. 3 WIRE RECEPTACLE NUMERAL DENOTES READY FOR OPERATION. - - -� - -- i. AMPERE RATING (TYPICAL ALL RECEPTACLES). --J - ------- s i � 'I! Malley. Hosiet �r 120/208 VOLT - 10 4 WIRE RECEPTACLE. PANEL LAC 120/208V 3 PHASE 4 WIRE 150A MAIN LUGS ONLY FLUSH MOUNTED 1-4 60 _ 2 '-'-- i PANELS 'LBA' - • 1 60 -* RT-1 -- 6-8 150 2 '" PANELS 'LBB' � 'cf�9"laS —-- — -- _ �" 1 2 2-8 * I PANELS 'HPB' , 20 L_-- * LIGHTING & RECEPTACLES -- _ —_ - - _- 70 —__ -- _--- 8-10 20 s SPARES - -- ( h ! 11-14 20 * SPACE ONLY LECTRICAL METERING & DISTRIBUTION EQUIPMENT NO. 3 120/208V 3 PHASE 4 WIRE uo- 00 AMP FUSED DISCONNECT SWITCH FUSED AT 300 AMP WITH TWO 200A R PHASE 4W METER SOCKETS FOR UTILITY COMPANY METERS. -- — ---- --— --_— -- _— ---- -- - CDS 1-2 150 3 * j PANELS -LAC- wlik W" w ! E6 ��l I►II III � � I I +ui�►►��1,c1 �I� ��� � Il � I / I / I r , i � r ll � II I r r 1, silo INK a -- --: - r ' rllAld I i rkE w 1 I _ J I • i y + r r. -- . r/V:%lr `.•`/r�§!r✓L�r t/! li/ � ` F- r '1 1 _ {.'/' �/� i,. �j _ - _ - i f y •, f rn — _ — f� ✓,{{fi�r/,�// ' (r ✓✓✓;,,,4 l ,.:11 �/'�//( l/Jr•/ ,ii/ //� s j3.r it /r/ 7�j'I{ilia. • �I \ _ - _ _-_ —.— vvv ���,k5•. cy,,,./,,,� J/)l ///l r„/, -r a / -- - - _ \ _ ,Thy! /r�� i ,,,u/d!//,Ii�rJ�/,�,/IIJr r;�i,•!/!„rtr.rLurr. ''IJJ'� . - - __ � - / - b6b ti Al OFFICE & RETAIL COMPLEX awyiKo 84` O'Nnil , O'Malley Hostetter - r y y y r l ,�1/1 �/ v �'�Vw ' ;1,!, p Bassett lvv,, ,�ti % r l ��� ,y� ,���, www � � �� � � - � Lane, Hyannis<,�h �,,, PERMIT # 27180 ' -l�-�,�, / // .� MICHAEL O'NEIL, MARTIN O'MALjrEy & `DAN�CRE C. Hi�E',AI,Iy� TRUSTEE" ti ti "j� y y `vi e-may WHIT TRUST RCIAL BUILDING � yVYYj'Y 29 Bassett Lane A= � - % � L Y 3 3 � �/ I/ ,�� 4 � ,�, j � ,��j�.�"1i1�,�, � I �, ,�., Hyannis 271 �/ l Vyl Yh�vwl/I/ Y101yL bcyr- 0#7 Sly#�s