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0259 MAIN STREET (HYANNIS) - PLANS (5)
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ATx-F- wG ., } i APP20K� /nAT� 1��_ .• iJ: t, Gt i I �.tnr,1 tJ ELE 'J 3Q;-i4Q„ O� 0. t.r _ E X 14,7 I i-1 Ca T o P LOC)(Z 70 PEE L46E NG4i J� '._.E \/A,; 0 iL1(4 Q ot,d _J 3rx�c� At,.'-_ ANT�7_A'. r� K..<-, C O tJ G R-1E,E .04 G'?►,lE. �U�hP�.rr. Foe >aa�.N pArLSc,N�, '_ _ - S ---i - k , l \ SITE PLAN- S c A L_ E t" = 20' - \� N1E (D -i._r. t I tJh.t I'z <:.r `'4 >�:^, - c: �; rA.-. C - + c;- K !i a/�, r:_:�1 n T I rL Q•- 5�' 4 (AP'PRO x DRAWING NO. HOTEL � Fl1NCTION F..)UILOING 1 F u ¢,F LLB. 2.E AL-T Y � 1 H`i"ANN1S _ro, 9 1 DATE r DRAWN BY !� • ROBERT E. WILSON , JR. A R C H I T E C T FALMOUTH , MASS. B.L.M. 7337 ` —T el ;.r -- f ( Iv r POW- P E W T i4 O U e ---r s + ,PjiJlu>✓ ,nJV Wl3L' 1 N ; f \ E T- � _ ' �/E.►J{- Ft.Arl t F � � ; �' AC CE.�S (�O�ti.. 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TAYLOR & ASSOCIATES CONSULTING ENGINEERS A R C H I T E C T C U N LE 5 �4 EFZVv I S M O T I- G J 410 SUMMER STREET AUBURN MAINF FALMOUTH , MASS, PILE CAPS FILE RE INFO RGINO IROU P LONG E5AIZ S Hog T aARS 7' 3 �7 rq- (D' 7- "A , ? O' - , — 6' O C 1 c r 3 4 a 4' �" 1 3 - 4 4,_ - - J�..--____� �._.-_.--t -r '�. _.� 3 2 " —'d`'7 x -7- O�' / \ _ '.3" `�' o N �I� :O l - - F 2 7" L,- 10" '7 - *7 x 7 O" '7- 9 7 X G' 4 ., 1 co = , -t- - — , - - — - -{ -- - -t- u, � GL CQ L' 7_�► .7 x 7 _ 0» _ t7 x 7 - 0" t - 1- / l (-� , �� 3'- 5 lam - X yAR I ES 7- G k VARI L$ 1 10 - 1 5a I= �� ► 5z I 3 , 1 3 1 -3� i I 10 1 1 O -3 1 3'- 10' I O-�'7 r 9'- 6" 1 O- 'a(c x 'O" 7 TWO PILE TYPE "A' THREE PILE TYPE "B" FOUR PILE TYPE"C" FIVE PILE TYPE" D" SIX PILE TYPE E . TYPICAL SECTION M a �8' 3'-9 h V A (ZIES iG - 7z 'f ARI .ES 37" 3 = 8" ') x 9 '. G' 1(" � 9z 9 - (. i �- _ I N I i i I ,N •9 I I � `N ' �� � � i 4 , N _ • t �---� rt + I . ' 3 r' r I I 3,. i _3.. � I - 3. ►_ j. I_�. 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I- ---- --- _.-- _ - :-' _ - --- - - - - - --�--- .-.,._.._._.. _ -, � i 10 �,'� P R U V p H E A R O Q 61, PRECAST PRESYRE55ED l9 i x o W 16 F �; �PLAnl1G (w% 2" TOPPING) I � `1 (41 - - i t M� a y I t 15 f1f P I c aF G" HOLE EL- 27.35 8 _ �� __._. I i I. I o CID - -- - ---- -- - - x l = 8" aRECAST PRlESTRES%ED PI.Xt4Kt l2"1-o 'P �:G ly ? a ¢' _ O - 28 0" 2'03'0 -- m ) ►-I _, 4 , All M �� 01 I I O � �t co I05 + N N XIroO - t- I `T W36 y 7 rT � 1 ' 1 I I CUT FLANGE \ I t { I i 1 rl2" i 21 ' 8" 2 8 ' o" 2 i� '- � 2 8' - �- 8 - 4' I , - 8 " ..-- ...._._. .. _ - --- - - -- DRAWING NO 0' OTEL FUNCTIONBUILD G r, FOR FURRELL kFA �._T `Y F i 5 T- F- L ;� C� R, R A M hl N H Y A N N I S IVASS D A T E 0A I_1-11- DRAWN BY �yt_tZ r v = 4C S �; R � oMS _ � o S F •I GoRRlr� ORS ROBERT E. WiLSON , JR. CARROLL E. TAYLOR & ASSOCIAJ ES TOP of P R E CAS T °LLN, !-� k: E L- 2 " 8 33' CONSULTING ENGINEERS A R C H I T E C T 410 SUMMER STREET I- AL M0UlT !-I MASS AUBURN MAINE 1 1 G C) 40 0' . . c J ,; _.- _ a-e - ------ --- ------ a»e-- -- ---- -- --- - -- A j 5 S- I I 2-� W 3Gxi5o! 2V, 36xi50 2 I w3Gx150 x 2 x2'. ';n' _ _ L 2 _ I 3 -- �RA�IrvGTYH a gFIACING TYP � ---� � �=-- -d-- L 2">2 � yi► � -ig � 3 � R�a c 1 ni 6 T 1'P F VERi FY rJ ~ .I W X 150, 2 I N I N 1 N ,r E�J - - 3 1 N! - W3cxj Isti �2_I w1 150 1. 1 5(t 2 0' r I � �r�-4 5 It- 4 grt- 4 f I ' L 8" PRE AS'T' ?R '=cESSED PLtaNK, L (w 1 2"cYoPPI Nc)S cap" CIO --------- - — --f — - {� XISTI '�I G �.� Ul LD tIUG I ' 11 i F io L D o R F R A I �, GI c o K r o CU T i D G E i i I l I i 11 I 8 REcp,SY a E ST ESS PiLA.N k 1i ' Cv�/2" T OPPtNG� - - - D ---�-- - - I i _ I 7 c 4 -011 2 - O '; 2'03'.0 ¢'_ °I _ - " 8" 27` - 4 '' ' 27 4 ` r8'' L - 4" 8" EAR 1N G PLATE SCHEDULE I lil o '7 �" 8 2 - r 1 r I I - I , 7 .I 2CR5 SOLID MA ON R`i'' BELOW 00 I E� 2 3/4'x 13'r7' -- li; 2" x7A 7" " g�-4 7/cgx l l x 7 I . + ca I I I -- I g'-- it �~,} tl i. 1 j I ! 00 I 4 I t �+► 4OLE 4 I ap NI I i \ Z L 1 Z I I .. 0-1 p ! N e, •; I I I ; ! ro � h ' to CID i a ( I I x III O I CIO 90 a 00 3.o...i-2 O ` Iuj HANGER -ro FEE pRoV10ED i3Y QECA ST SUP PLIER R i I I _ .__ " PR Gf>STi PRE`3T�=5SE0 pAr1k . I (L � i I Q_ co (W/ Z" Tp PPIr.t G� 4M "] Q m" o ' , �• C" N I I , I r j u w ui O 4_4I = I �• 4Co _7 1 — — I I I ; i __F Fool PSI21DQE F(i)',rvi 6 I I THIS 9HEEr V , I I I - 7 `- 4" 8" 27 `- 4." ice" 27'- 4" 8' 2? , 4.4'.. !.I-g» - _ _. 7 - 4, ' y + --- -- - --- -- _ _._. DRAWING NO. o _ »r , I ' I HOTEL FUNCTION bUI LDING p� FOR FUR REi L. k SALT Y s __ 5 NYANN41 � MASS _ � [.. OoR Ra. �1 I N G L. AN I). C� o O " DATE AJ"A } }972 DRAWN BY - -Ji2 -- = 40 Z' S Rot,'iS G © h� SF CORRIDORS ROBERT E. WILSON JR. CARROLL E. TAYLOR & ASSOCIATES '110P � F PEE C � 5Y LAN It EL 3 8. � G -7 ( UNLESS CTHER',N15E Iv OTED) CONSULTING ENGINEERS A R C H I T E C T 410 SUMMER STREET FALMOUTH , MASS. AUBURN MAINE_ « 2 0 - 0 2 o 2 0 -0 2 0 -o _ 12- o j I s� 3 I w IOx II.S 3-1 wlox II-S 3-i w lox 11,5 3-1 w Iox11.5" 3-1 w100, 11.5 3-I wro* 1J•5 I I , N , O O I O I O ' 4 O I QI J OI 0' 0 f OI Ol a 0 01 O I I 0 p' O 1 OI 0I 0) of 0 I OI O� 0 - O QI p Q Q O « 4 O + Q. 4• 4 0 L ' al J o «, o 0 v 0I — � 04 1 I I 1 1 1 I ;ox11.5 /D x ll5 2 . '� 1Q m 3- I - I W 10 xll_Sw 3 I I _w_I O TUNE UFO S TA' - 0 8 PRtEcAST 2f=S e►$Ep .►NK 5 2 so Pit-2 AFp- ? A!Z 2 P,#-2 P fk-2 gJT-2 151t-2 PA-Z P4 2 5 ie.4-a 20 o;---t 24, . I , i N G p L o T R� E I 1 I I N, 1 I I I ! � ► u ► i i k � � 2' _ 0,� 10 - 0 7 - 4" 27 - 4" (r a 4 „ r8 27' - 4" ;__ t T �--- -- - , -_ B A R I G S C L E p,t�rll � — t� 4� E N PLATE N E G U IIV I j I j 1A (31 - I 5/3%-7",T' 2CRS SOLID MASOr,RY 3ELOW 8" pRicCA.S `r PREST RfiSSjE D Pk.A, t4 It. B� --- - — Z 14, x 4�o t Co C d' -o"; i � I I I N w i I « 4T- HOLL FOIL i I I 3 � HEADER BY P'Ft'' S-T' 1 T G'p ke I �I I I I � II II �p \ V I X t �'- �x l _ I ^ tit x 0 IN, i N I I $� I 1Q k-1 lY CID Lnl Ay CA y I I Rfic1k 1' P ESTR6S`.Eu' PLA K - — ----� — . ____.__._—_.___ co I b o ( I 2 G � "! o I • I I II ! i it II I I � DRI�WING NO 2 7' -4 2 7 6 2 7 - 4 a` .. g,1 — Q_..._ _ -___._ .- _- _ _ _ -----.--__�-_. _-_- _-_ -_--�.a..-. _ H 0 T E L � FUNCTION B U 1 L U i N I c . 0 'Y FOR F lJ R R E L L REALTY A L T HYANN ! S MAp`SS IT, DAT -- DRAWN BY g J B RC C F M I N G I L A, R O B E R T E. W I L S O N , J R. CARROLL E. TAYLOR & ASSOCIATES S /\ I1 /$ " _ CONSULTING ENGINEERS A R C H I T E C T 4r, = 30 PSF 410 SUMMER STREET TOP O� PREC�,ST 'E1_E�/, 4-7. AUBURN MAINF F A L M O U T H . MASS. L) JUU8 1,04 O c, � o O O � 4 lA l9 Cv 2 0 v c m 0 In ID fl0 N �9 tti O �9 d t1 x k x x l9 l9t'g co n, 3 (f O Om ri J N '4 Y 7 m M lr, Nl S ti x I - �� � � , � o,� � 4 3 ") ---- - IL OI1 -1 O A o ;� �! j y b i 1` I i co M I � 0 i N `J m I I141 1j, ILL N N M i N i 0 r ao I — m ( I � o o � � Vi v7 �t \ ♦J i � �[ l/1 I N j V' 1 _ ul 14" to go 1-4 co tlI (� I � � „' I � � I 1 � x �� O � IN -' 0! x �� x K r) C Ib1 Y W v7 x� � Y N K K N co i -,� o F x �nI 14 143 to w �fN J If PROVIDE EX PAN SI oN ANC Fl012 f3oLTS T141S COL. ►.I q `fir E ��d r►o� 4 eoLTS I „ cA. COUJIVIt� UNLESS fJOTCD 3" I I j I , 4 e 8 EL. 00 W • I STEP I A A 2 _ uA TYP 4 - * G 1 2o.c V 1. C • 0.c. o, t, I Co c . SECTtoN 2 SECTION AT WALL rl to x j l. cj ib� cIC e SECTION 'LkA I AA q I 4t ; I,h • it ---v ... _ / THRLi w - G x &.5 4'-O"o.c. j - ----- OF rr 10 x 11. 5 -- - � _ - --r-4 -'� NOTE \ PROVIDE 2 VERTICAL Rows of * 5 cL+ 12" o,C. .- ___.__ __ _' ^' 18J, '''VVV�`'L_ - � BOLTS EA , WEB CONfJ. 8 MIN.-V � L I a SECT1oN T►� RU STAIR AT WALL 4 EA- STEP g i c A. ►JOT STAIR (�!S 'ry P EQ SI:c- ro S1 S� gJT'1• AG/a ti'ST WALL •� _- - 4 ' 4 x /4 -S T• t- -�-- 1\ 4- G 12" a.G — Q I Q. " -- - i "p T Y P I , f Ic4L FL- 7- ap i �. T Q 10 lie 4L N O �, -- SEE PIkCH'L oWE, FOR 4E.GHT of LA,,01NG m v - J 2 I O 6 4 aB' o c, A,tvD 5 T/�.I R D I M E N S 10 ti S w a x 5 ['a"o.c aD 4 I .._...._ ... _ 21i TO �J1_ IKJG , PRECA,S r PLAN IL ' --- � c 12 r.c. Q rIE Roo c � YPIco, L. �- 1 4 3 r Yv 12 x i 33 I �, v3 o > ,__"—' ? _ ,� C " c C s e 12„ o c - j F-L. ; • 3 L 1 z C' 4G - / Nr- � I - Q-, --- __ I" TIE FZoD e C' D T (Pi CAL J000 � 12" :R ' 'Z M -I S 7� � i " I4 CiL05S ,BRACING h*UGLIES. VgLLD ! TO BEAM TOGETHER nHEt�E Ci�oSS w r S K7.75 xto" I-- - - - 3/4' �-LEAR TYR 1 ' 4 , 2 d° \ �� �— _ W T. 5 x l- S x 10" \ -lt4 C. 12" o c - w _ C C� es 4 C 1 2" 0-C- __ \ ` � I N L A,F- G E 0 C E.C -r 15 ,r 5 C O" o. c �'1 :.. ! c� ►.1 T H FZ U r o a r F r2 I L G t. 4 g" M I N. EL. 1 S. v o' t S L E GEAR TYP,—_ �� \ 1 -'kd EA_ i YEP DRAWING NO T � TYPICAL 2 ,� , NOTED FUNCTION BUILDING s-1 S-7 -I g-7j FOR FURRELL REALTY HYANNIS MASS I e e 4 —f [� DATI DRAWN BY od5 04. LP 12 " c.C 5-4 ROBERT E WILSON , JR CARROLL E. TAYLOR & ASSOCIATES CONSULTING ENGINEERS A R C H I T E C T 410 SUMMER STREET I` ILL I��� FALMOUTH , MASS. I AUBURN MAINS GENT RAL NOTES I . Bond beams shall be provided in all bearing walls directly below any roof or floor members framing on the wall . 2. Provide keys at all construction joints in walls and beams. Con- tractor shall provide location of all construction joints for approval prior to placing concrete. 4D - 11" 3. Splices for reinforcing shall be made by lapping bars 36 bar diam- eters unless noted. + 4 Base plates sha I I be grouted to proper grade with I ' of non-shrink grout.y4 4 3i/g Bxr/z �'S cr► S�oE - ' 5. Field weld steel beams to bearing plates with P minimum of weid © K�/z la's �,�c}+ SiDE \ each side of beam. do �g 6. Provide 2 - 1/2" round anchors for all bearing plates unless noted. ;N 7, No holes in steel beams other than those Indicated on the drawing, �1 wi I I be permitted unless approved by the engineer, ¢ 6Y-L 8. Materials: Concrete f 'c = 3,000 psi Reinforcing fy = 60,000 psi i Steel Fy = 36 k s I �� Allowable Soil Bearing - 1 ,500 psf Pile Capacity - 20 tons E �. E V ,� - ► o ►J V E w i P L- A41T = G I R D E R Q E T �, I L_ ► o �d E L_ ; �D_ S 33 N r, 4 'pp i Poo Iv•�(o x (S � I I �I / f I = / Q / SEE DweG 5- i / P TO 2.1'c PVC: 5E1?vIC,`1 \\ !JIL�_ - i ?U/ �. i I ;7 y C E. W, -- 3' - 41' $' 3"x 3 k '/4 4 y TY P ro / CHAMFE R TO P CDP' WALL 3/ICo �TYP I" B1rTW6i EN B• 5 —+ 4-3/A t) ANCHORS Y _ E1�. t�j.S--� 13/4xZox10B• - - 13/4 x 7A k I O B. 1, - .E Ii4 �Ev E L NG 1� 4 _--- --._. ------ 3i4 NCIv HV1 INK GRc:>uT --- I/4" M/a X 2 -'4 E..F. v. 3 x 4-0 EA. JOINT OF PRECAST aLA.JL 04 C IS E-F.' IVZ Ct_ -��4L1�• E.F 2- 1#4 DRAWING NO. HOTELS FUNCTION BUILDING ter FOR FURRE_LL REALTY ----� r _ --- — - —_ ---� HYANNIS MASS. DATE �•� + I DRAWN n y - R_SL�_ TY PICA L aT P' LvoR AV !D ROOF• .. — - � ROBER T E. W ILSON JR. 6 s8 CARROLL E. TAYLOR & ASSOCIATES * CONSULTING ENGINEERS A R C H I T E C T 410 SUMMER STREET FALMOUTH , MASS AUBURN MAINE 4T- QU19HEll- I 6 DILEI? ZZH r— F�01L-ft OUTPUT I — r.A 61PI4 , 'ICA, Wv. r TdC 1 -7 950 '-1� ur -' 20 V.L).'v. AA, �j Iv lit LzuvrA-t f- 614gu ,.4w : U14. TO Kx vr,. 4r(A. -SYSTtiki e-Y.A. PAW t40u"T*v 1600 A 44�SIVP-�1'5611Z -W. ,ape.C-6. *7v a�jr- W- - at-� �T t I L L F-ev 20 DO. 50' - ' A-'O 0-10v A-l" ✓i f!*A :�F M p1l ZW IJ417 .1. ulr.,L.p., is A.P. ourop- tw 'i. --4 *7= 4 14:' `l,,- Q,� j I 1c. IFITAttA "121911' to- AeTUL— VIWT tit 9 to -;K4?1'.jV 4;01 4:�VWftg4t' # z V; IRV Qt4 �,.of-ae, 2w t 1 16. fA L z' 2-6. gac" 1 P.eA 0. 71! 0v:f% A PoMtW�� it No lb cl V. TR Kim, I Q•,,11" To To Y- X.,�^, TYF6 TO 41/1.-5 R R.'r. UW L L It-, 1E. 1.7, IrDuur --pw F 4-- I'S r ?-Kftl�,e-tow Loaf t: F & 1*14,11 z T 44" G� oru�.rss� - t7 M __. _ - i r.•1 •J ;';aA A-43\, ;+A, + •�1� 2 gi2hl 44 Ll a —75 Cl-J TW-f- OU115i via r400t;�. TUB t. r rwitu -C4Y Fu 4V eL&;W W ,V 1600 1 PICO 18o, t T.0 01M �w A� V* "K.4 F&T ria; C:*f. OW ;,hp F:-Ii.fr4ft f6f Tr *L-?W-117 1 W42 "a tA DRAWING NO 14- flr0p-, 0 W,a 44 pgr. ll&Q" ltwi"l W/Hec 40,7 E J+*•,SL�Tic)t---j L5,j f.- �_j r-1,-lo*vt,-1.5 P&C-1 q I L-1,ATE "V2 DRAWN BY 6,611 RoBERT E. WILSON , JR. CATTLEY, HANACK & RICHARD A R C H I T E C T ENGINEERING CORPORATION 75 TARKILN HLL ROAD.NEW BEDFORD,MASS.02745 TEL. 617 P05 5136 FALMOUTH , MASS. ALBANENE0 p L.M. 9039 L, or WeTEK -:;u my �e��Nr,tu�I �ar✓�� A-N'u!-vMon(' ws? 5wioi' \y/PE'S Cock . I uwla4 larl), wx P-LIM . �- --- *• dr �l1Eb?tNCa i:�EMENT (►y�� ;l �laOr �/ATcK t71�TURN W0fZIWf4TAL ` 777 711 \- 1 n�.1. 1 - LL 4 vOL e 1 I � 1 1 r-----f nor w�resz aen,a� f fiALbt•JGihi(a �!!ti.°�� �NEAT�SZ �Y nub jl II I .�'JTVkAN%• dill F-LIM• W, PET 4,GC,4- � F t rJ{.11rL TUErjQ J f ' -D� UG'' J'U-4e�3 �' AC.C."Q r' a •� T �U"LA4.1/ {N``t VQLvE. _ ___ - --- T1 -- -- f�A it.S�L.I_Y INT C:�Lr�� S QL I�T"lC'�!J _C7 ""�`�►... �u�loN r J r i I I lsulro Ala v Ewr w,' Per :,ocx. r G, 7 , r V— _- r t 1 UP Ll I - ----- - -- _ _ _---__ _ /,� 1j -----� �_JL4' � �..I t __ _.J _.-..! - ---�.'-._... _...-.� T y t-. ,_� I .1 l_ -, r r.. _�! —J I ..-� I i v�b" Y I r ,L" _ '•tO Vv C ----------------- 1 1 U O T, a TYPE. LJ i C,x l.. ;Z54n,dF T5 {71a0Mg �= iTbtL� LXN. DUC.TV10iZ1[, !c,3 1'Q g� I R'�I.1 �stit - L�ti-►'C�.R. !�-i .l.O R.0.1 O o P+ flN© ro 6IL Co fLoff idTEo T'`r Pw a�c.CS�rsrr I.+(�1NT!t�(al ' L FAR - � � F t RST � :,J��.o►�p ��tom;. I bMEIZIC.AN STD• �'`�� "45" l�t.3G0 eTJ, --- — Goa.' 3000 W&Tm "Te>- load. 1 -tC? RET p l p I V4 !;,N A LL bC /Al"— OF %44' PIPS b,ZG. - T`�'�tl✓AL, L.D'_.pT10rN � D�` M,oTEL w?coM 2.GS,T'b `'t DRAWING NO. via DATE_ -l-4V2 DRAWN BY -_ ,- '7s. . ROBERT E. WILSON , JR C CATTLEY HANACK & RICHARD ARCH I T E C T ENGINEERING CORPORATION 75 TARKILN MILL ROAD,NEW BEDFORD,MASS.02705 TEL 017 W5 5136 FALMOUTH , MASS. �y ALSANCN[® 8 L M. 9039 - -- MaDULdTtN�t 3-WAY 'Jp�JE� o[ `n - - - GD---- !�ON�E.►�SAT� ORA�N AUToM�n% etQ eta �er>< �1�.vE wJ �a:• uo� V'r, D.O.V. ---� T`NO -waY �aNT'Z:1'- Tueee-waY vAt.ye -- -----___ — — + %�t� �i �l��71 ����1.1!._ �.�. "' � .�� .�. _/L -- P�'�, :�JR� i2ir�t.lG►1N(�t �/pl,'.1� ---- --- - -- - ---- L� �L1. ��t� ��,T'A M�rnR JATa r�t►1.� Tu�Q �z N.:rr �you. -r`(i�Fo a �C',P. :1.P. vv�t -;, apu t�6—'''iA K �F ;EI�N -atcz :.xie'. 5/!ojd e�D '$ 1050 .tea 13 1� — ill No-P � ar�v vAM a �X�"' �t0►� ��;l�r WALL 98 veil 3,vv SAD — -- t1 t^L_ ;'LD — W i�,'•k'�PT tiAMF'� --- --,`— �- WALL. 98 uWQ flat? --• — kill. !rr.0 -- --+�--- `�T12G1! 1>✓t� cF-4 TQ6,NE 'UTILITY I'Spi1 1800 F-F JeI•.W-+aiW VJQL;_ 145 ,W 1fAQO P(po Nl au" e�-� "RIL m .; t ;S �t !&co ova 114 F ?, ^ C�5 {ZOQ 3lv rr 4�AG �i'8 3tao ! i I 12 1 oN.71CD .!- ..DUB. -- N ~4 �' Fu ' W. T` F"rm MODE. L� �"� � � � a.�`Gt ' �� rte'u• �►�. ��1 ���p y• . �ti��r I i — ' 1 'xAN�: '.Ab•Ju rT O r' 3; ��:," r ; M 1 r i T �AiT'•-. L T. r. y.• ; � •-'(� lli�' 7�' '!s ___l_—_.�1 � '.�•�u�I�utrZ o 3 39" 9" 2�'' �i0 14 30° I(amalo VJ U Q�T MTO T%n.T Zoot7* r� K �' _- i ► `?.9 .�9 151) BTJU,' Fr. TJ ! w SNIT NTt'. 'tI L 4 WAT e II _ � Tl:RMtt.latr�. tN hoof ex h T;w i i xri.�O., 'All -It. t 1 6V�"47 n IS" io' - 1 t IC" Ll''+il / 4` VV'A. Id' ��+ICE' INO Lao x10- j'. IO"r •{Lj' 'h"AGou S�IG SOu►•10 r D a LINt (Tl�. So Cz0ar -------- f _. ----- I AF LF I 1 I I -T`{('IGAL LOCATION C.rr 7t,07&:. Ir/A G. UNITS. T�l► . All- DRAWING NO. DATE ___ ,.12 DRAWN BY ROBERT E. WILSON . JR C H R CATTLEY HANACK & RICHARD A R C H I T E C T ENGINEERING CORPORATION 75 TARKILN HILL ROAD,NEW BEDFORD,MASS.02745 TEL 617 995 5138 FALMOUTH , MASS Ay ALYAM[NC& B L M. 9039 NEw� (,• fz.oNtitjE1. WA,TM- i g' GLdSS 3'�,dcl I �, . 3E STo� r✓ i. . I 3Ar l f"T ___ -- .� _. tl i I - V4 G 1 `- 1 }t G T , 1 L 1 ! rT'#L �x15Tt 16 _U N;T �UIi.>r>lN,5ti- i Tiu. w s -e � A i 10 --� .I I - fia4E s-rEAMEJL To �OADWaY _ —. 1N AVOP AReas IN'7TQLoL —_ :-,t � 1�T1 LIT`��✓ ..AtJ - pLUw!>3!N ----- --- � - ----- i T P _ Ca_ xt�tieLIE 1'L- i 10 o-) FT- OF S/4' r Gi +�i►rJ �iTTG►JD ___ - I Top OF sTeitr- 3„ v'd(.VE Pam'- ° 1 ! A13z^V� heal► I - rZON T. e� � — r..<r� - A�L, I J t-�.+�61►i�Uj r J4 _-._ J. o a 95 (A l L 1. Go tJ C., ' .:. -• � z. Tµ 2�s1 f31,oGICS 5=�au _ E W � C 2.4 N t t N G'7 T� (,.�► lt�l� (3 E 4 R ON J NDIS7,1yu-g EP ELL 3. G�N�. Sunk. NoT PEE i1 LLLOo NED Tv 2uN INTO jlFri UCq W (E 4.b;NtENSlowy I`IzoM p1PrKW ETA-1-L.. jjJlMVI� L � �f�V7 .. ..�✓tirj HOTEL ��/� �'��.yy ! ry{�! DRAWING NO. (�Q �?G 4,..►s ,A,r, `.f� of fir.akt' No i EL � FUROTOW 15UILWT 6 DATE A A� '1 g��7 DRAWN BY • !"" — ROBERT E. W ILSON , JR. A R C H I T E C TCATTLEY HANACK 6 RICHARDCH ENGINEERING CORPORATION N HILL ROAD,NEW BEDFORD,MASS.02745 TEL 617 995-5136 FALMOUTH . MASS. Fj pL(AN(N[® 9039 II '• � 1w.C,.a IL.La __ E. ___�_ _ - sGK_�_ . Du_LE p Spy. 5 � z� TO FIXTURE ! X T u RP P-No.-T 5/%V _ `VENT G•vr_ �#•w - -- -- -- • 5S �i" \VAI' a fit. 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Imo{ � 7 H _SECT10N 3 3 EE E 3E.CTION A -A J - - E.X1ST 300 KVA PAD MOUNT TPA,N5F0lRl',4ER TO PE DE.SKM LOCATION REPLACED WITH 5-00 KVA (BY OTHERS) SFE SPECS FOR COORDINATION � WORK REQUII2E-D �,-\ (SEE SEC-i-10N �EL4W� t PEh10VE rpMFfLE T�_`- rf W11 BA >r� � � ITAP,j11~ U1NG I G N f CXI �TIiJ N T to Fu �, NEW .5RILGE•. - - ----- I SEE E-4 I - -- EX 1 ` 71IN6 UN IT BUILDING ,q I I !;X I_S T I N 6 TE L C 0 _ f ---- -- J TERMINAL �` jARU � fl - - IN BASEMENT THIS WILD- _ L `\ INO - SEE E-2 � SPECS E_L_ -- EX 1ST1NG PE MOVE COMPLETE -- _ UNIT BUI LT) ING /BA - l W �=,E -� i lE POOL I � i i L E G E N D U L-U - -- _ SYMBOL RIPT10N NY I EXISTING NEW V4 ---- — BRANCH CIRCUIT WIRING - SEE SPECS, i S I T- E P L_ A N HOME Rt1N, HACHURES SHOW # WIRES IF OVER 2. j - FEEDER CIRCUIT WIRING AS NOTED 0 :SURFACE TYPE CEILING LIGHT fix-ruRE BRACKET 11 WALL it I------ -- I rr FLUSH It CEILING it FLUORESCENT TYPE CEILING AND WALL L16HT FIXTURE F L O O D LIGHTEXTERIOR ----___ ------------------ I - � �--• EXI�:T It`JG ROLE E EXIT FIXTURE (w/ARRaWs PER SYMBOL) SYMEOI_ DE ��GRtPT10►N (.Slit: SLCFtON BELOW EX►STINu NEW NOTE ON ALL THE ABOVE LIGHT :YMHG7L510 FOLLOWING APPLIES TYPICALLY : ! RE M0`�E EX I.STING PRIMARY A. - SHOWS FIXTURE -TYPE I" CGNAL1CT1r1RS IIVS TALL. Nf W 3 - 9HCWS Siv'ITCH C�NTR��L POW GN ( ! , 15 T YPE II. PLASTIC CONDUIT PLR C. � V.E.00. 5TAN.DARDS G0. POLE ! ''I W/4 BELL UN TOP SHOWS TYPICAL TWO CIRCUIT LIGHT FIXTURES TV TV OUTLET BJX . INSEPT- PLATE F?Y OTHERS ' �� E45TING -R)ANS. TO PE REPLACED Ia RIGID -TEEL COND � BY G. � V.E. Co. w N r.;� SW vP TELEPHONE OUTLET !p� POOL LIGHT (BY OTHERS) IQ DUPLEX RECEPTACLE 18 A.FF ABOVE FINISH FLOOR 14�1" PAY PHONE WALL OUTLET , MOUNT AS DIRECTED GRADE I � REMOVE , EXTLND � RECON14ECT EEX15TING SEC . I -�- CONDUCTORS J9 - 3 -�/a - N AS NEC. TO FIT NLW TWO CIRCUIT DUPLEX REC.*18 A.F. F. �SW►TCH TOP HALF SEE I TEL TELCPHCNE RELAY CAPINET (BY OTHERS) PLASTIC CONDUIT I ` 4/o/ 1 c * c SrHEDULE EB2- EMERGENCY LIGHT .BATTERY ��� - SEE SPECS. I i W CONCRETE _ENCASEMENT / TRANSFORMER. INSTALL NEW COPPER bUS bAR` ON TRANS. EXCEPT AS NOTED BY � NEAR SYMBOL, THI.S SHOWS t M � / � i - 1 ------- T RMINAi S TO A413MODATE NEW 4 OLD "�ERVICE CONDUCTORS INCHES A.F. F SUFFIX WP SHOW:' WEATHERPROOF ��--, i ! � � -- '�� EQUIPMENT LOAD YPI'-AL SEE 5CHEDULE � I J � � T: 5 . ( BY OTH E RS) _ HEAVY DUTY RECEPTACLE - 30 A, 2 P, 2�0 V. pgNEL - HEATiNG-� ) `> AIR COND, UNIT OUTLET ., 5,EE F S N 11Y ON H -Z -- L ' PANEL - L if, �-iT W PU �R EXIJTIN`� PAL) . ALTER[ A13 RLO'D SINGLE POLE TOGGLE ,SWITCH * * - 48 A.F.F. PLUG - IN BUSWAY - SEE SPECS, NEW PRIMARY CONDUIT .� Tr) FIT NEW TkANS FGRI`� Fi' �` CONDLJIT'S SEE 32 DOUBLE POLE " SCH� NEW SECONDARY SLRVICE CONDUITS �DULE DISCONNECT SWITCH , WP •SHOWS RAIN TIGHT 53 TNRF-E WAY # I GFI FOUR WAY GRGUND FAULT CURRENT INTERRUPTEP SECTIQI� AT RISER POLE SECTIGIN AT TRAINJSFORMEF PAD 54 - ELECTRIC HEATER PER SCPF-DULE N .T, S . N.T. S, __ __ - _. X * SUFFIX K SHOWS KEY TYPE HANDLE I nt DRAWING NO. " P " PILOT LIGHT TYPE � RECCSSED WALL HEATER (BY OTHERS) SEE SPECS . P)TE__ i.._ � FUN CT! (% �t �1.) 1 _ DISV '-; it MF MANUAL MOTOK STA>;T ER W�/'IJtLOT LIGHT NIIC,14T SET FAl"'h THERMGC\TAT - -5" UP ( F.f3.0.) .SEE SPECS F U P E. i_ L R E A L_T y E. - TG TIME CLOCK (5EE 5LH L DU L. E .T LOW VOLTAGE lf „ DO DIMMER - 4$ AJ. r_. - SEE SCHEDULE 01 I DArE . _ � DRAWN BY TTC THROUGH TIME CLOCY NEXT TO PANEL ELEC -rRtCA .. ENO_ INFER �.� .. ��: . FIRE ALARM MANUAL STATION - 5,0" A. F. T= FBO FURNISHED BY OTHERS { ROBERT E. WILSON , _1R. BELL . MOUNT ro" BELOW CEIL)N6 AFF ABOVE FINISHED FLOOD, A R C H I T E C T t=5 FLOW S SWITCH ( t3Y OTHER �! 1 Room NO . ool FALMOUTH . MASS. c •u•«c«c® B.L.M. 9039 - nHe.ee ern■ " 1AAiiq DiD' FRIPUTI GN � ANE LS 5C H EDULE _ �3 PdLE C1RC. r FEF-DER 113 KEW CIR UIT ----NOT' �. AI'P& ' W) FEE C -NDUIT e — {- 1. 225 PANEL - HA3_3C�DMC- 2 %2 --- k6 LB 1 Iq � 4i ? 226 PANEL - H1 I , � ;� �� 22 ! PANEL. HC 3 - _-.. 1 U _ I - i a� 4 ' 2 F'A N E L - H D I f sEcotyD FLQU�i' 2� 5� ' SPACE I 1 17'� PANELS- LA L13 _ 1a _ j — 2 Z-- 3-300 MC AL Zy c, J 2 2 I75 i PANE1..�- LC � LD 4 - 3lo T %z+ c j P C` E .. I .3 150 I PANEL LE 4 �s!G 2 �z-` ` I L✓�; 4- 100 PANEL LF �- �r i ' ' _ f: ' � I I 1 � � I � tQ� T FLoOt? i - - - - -- ----- _ - • �' S 70 PANEL - L G 4 _ 4- I /2 I t f _-_____ - C I i Fl.L4X MOUNTL=L H L'OVla - j / - ----------'- w - -� �,� �.� ---�`� "co ! 15Q PAN E L. - .K I C - -.;i �D H MDP I E 1 AL Zy•.� i K 1.01• Ef LEVF L �E.1L1NG I } I I 4 I-- -- `0 7 225 5PACE - - --__l_ i -- -- - ---- ---------- - i PANELS TO BE WESTINGHQUSE TYPE CDP WITH ro PAL) MOUNTED 1 -"F- — - ,� ;� ,-- I ►YjC N N K N TYPE LA FRAME BF?ANCi-t tar�EAKERS TRAi45F0RMFR 2 5 o Mc, , Luf � FR j { l ; ' f �owEF< 1-1_00F PF� PHA F--2. -3 C. t---` i Ufa A��t N E �y J Z•300 MCM EURFLR -_�- - -_ - - _ --- I - .., _..4 - AL / I '�✓�P ,�.�rr^�E w' PL v�'vi F.s f N c'" 7",k r�.N'S u,� ,. �' `�i� , ' � 4 y-,.4 �'F' .�0 N T^ cNit��•M.9cox I�(t : 4-�AS� t ------------ ---- .—__� G19T• "'' T�J� 6 uy' /.c%.5:.bA7, „rr <�.,,P.,a� ----_ _ ---- --- -- _ \. 1I INSTALL PER MANUFACT PERS INSTRUCTIGNS. D15TR1PUT10N ,SY � E- M N N - _L—_ " _._ _ u 01'� LINE i k' . J J E !VC � � �a A N _ N N N i � J SUBMIT FIXTURE PATTERN LAYOIJT f ' Thi< \t .aH TIMLE CLOCK (TrC- ) ' J��-aT '� FOR AP f'R u VA _ � ROOM l0 9 T T$TEA rex., f3 r N PLC, I N _ - E --- hIC�TE. : AL r�ll�'iNc:i IN ; BETWE N FLOORS r`�iVD TFL EXTFrEMlT r t_ ____i - _ __ __ -- _ _ _ �_ _ --- ALL WALL " SHALL BE i CONDUIT EX E ti ICI j w ` ^ �- - �_ ---- �-�= E1 E X� E Xg ,r OF kJAL l cMT OR PI DU C P 2nvNr 7v u1��/� 4 l uN - - `�+'� PANEL LG � ` t.F tt FGR CLASS 2 ICE AE WI PLJBL AfeEA1 Dw�PE3 ►- �-z M L ter_-n�.� a M t- S N MONO N G f I l F - Y RG' AG 9 n N ' LF2 K z v LC It I L 4Clt L_ L KIZ /AG l + � � p P j `T✓ 4-' 3A 1 � �� � ! _ INSTALL 3I'4 C. Nor�EKi1N5 FROM -- �K ��+ - jr) 1 EACH t'O©!. LIGF�T LOCATION To FM . Q12 �L �-. L L I N � N I Tyr c "w nIgLL o/rAJ 2 r�ti'c1' Lfy.yr5 -,fr N; C) s- t�. l F6 LF'7 .(L L F9 M LF�i '} ` LF 1O ! M - r._... i T31< ��s _ 1 p p p P _ p p �`. t �T, 1> Tyr T i F I I r L F 21 T y Aft 6 �. N N LF2D� ' `\ I LF22�,r Jr-- xa �, ! o A A A L P4 _ - .. `� I<I K io c I S eN/ / _ _ I _ 3K B � A A 8 �- ..__ _�_ J L Fi 3 �'"`� LT`-Ig '' ` Drr - t F 12 Pk IY F-Ly � . F '� N A ' L 4 3 _ E.W.C. L ! -- — -- - .._---- ------- - \ l _� __---� �` 9 � � �u -- FF., Z s62, �ttc — -- ---- ` �, 2 .. K � � � � � 1 � K I -s--_� ,.E 4H ti I Lf 14 �.� IC --- I - --- - — --- y __ K2 1 -- �� LFS Nf- S L gig KI'1 - _ P?/4 / ►.� �� Oo Eµ � Fz.� 4 �- ti . o o z - 19 CAN c LINE D►A��RAM T�1t ; 11E ET K K3 DRAWING NO. -----1 f ., FL -U_ P_�-- �'-a_ -1OTE ! FUN T10t,J BUiLL)INi-j u .SC A L C �� = I - 0 FC�W i FURL- L,L REALTY ' ELECTRICAL E4�iCi1N-E:EF? ;. ; �; � ,•��� -- r!sn DATETTT -yVt� DRAWN BY -- -- ---- ROBERT E. WILSON . JR. ARCH I T E C T FALMOUTH , MASS. N,.•.- ALDAN[NC® R l M. 9039 . rnxea rer.• f EMERGENCY LIGHT CIRGLIJTJNi KEY - CiRCUIT LIGHT FIXTURE ( I NORMAL 120 V. A .0 3 I - EMIERGF-Ncy J/0 EivlERCTENCY BATTERY i L_ EMAI.�.RGENCY (Wr. FEEV UNIT WIRF-51ZE7 (i.e_ NM CABLE)l I L BAkTTEp Y UNUNIT771415 .-53.:3-3t4k ol�lov, NOTE UNLESS SHOWN OTHERWi-715 WIP.-E tl: NM ( MIN.) � 1 ? j- � E D oJ 4F TP11"i K06M THE 5AMF_ EAe Z' A ELECTRIC- HEATER 5r,,HEDULE ` Iry �; v'F_R,:�F (� 'N H A I HA 9 TYPE K w -A'-" UP ER CAT. NO WIRE � i E 5 t: L ���� i t=Tr�'�_`..�_ 11-9 - AV 1.Z/?- HA I A L0 ELECTROMODE 5 7 0"" I 1 11 4.0 1# - AV c '104 1 V'z _ry 3. PART OF J?0 0 M, Ali, UNIT)I T) 10/2 TYV 1 L- S)4 ows F( LA 4 10 F( EACH MOTEL L,Z L.A 10 UNIT HA L A C F HA HA Q` i TYPICAL W_ 0 0 iv\ LAYOUT A A o SCALE 1/4" :: 1 '- 0' E T ";!i I op (TTc') 1*41LA F7 LA 314 H A I;.*). f1p 4- A PAW�L "LA" \_c'll L 0 pJ5 LA -I'. HC I H C2 HC 3 HC, Hc 5 NCG HC 7 Hc8 r H A 5 lip -1 LA H I Z—J I LC 1 , z L 4 TOLY L c 7,i`5 F L I .;L► t T) r HA 0 1 [__7i� Y_b flft�A A loll A .................. ILL 19 U F, F /0 PA NU PANI L .LC" �_c z4 ip LA 7,8 F A L N 1-5, 14 u P LC -11,12 LC IC, L C L -6-A-1 H A 15 H A HA 13 HA 14 HC 9 HC 10 HC If HC iz HC 13 HC 14- c 15- ole 4e "s. IF LC_ 2 2- T c_ 4 /c ,7 r, FIRST_ _ _ F L 0 0 R L A N DRAWING NC LJ i I SCALE (") �"1) t ., I L R ELECT P-1 'C'. A L E N 6 1 N E E P (J P F L L L_7 mle I ir� DATE J"44-1-972 DRAWN BY RO B E R T E. WILSON , JR. T1 0, �ryp "IF —LC3 A A R C H I T E C T FALMOUTH , MASS Per ALYNCNC® 81 M. 9039 I _ I I t^ i F _glq kwp _ _ vu F j �E - ' jK Xa� , ( i L E-2 S `T-T G) -�� 1' ---I L B -Z j I ;T-1-c' ) 10 H8 2 ! LE HB 10 A 1 J ATC H l..I N E - '� N B 3 H B I I �- I _ C LB 4 - L ' L I H8 17 rC � ----_. I 3 _ �G H B 4 J I - _ i J L i I �G G C G �' I I �l l I LB 2( Cl"T[,� 4''L -- Lea I I LD-I. j y Ls - Y (TT HD I Nb HD 3 HD .4 1 HD 5 ;!ai? �? HL� ,�HB 5'3C -I . i i_zz3' �zz 3 I ' - l82 I �gZ� I A LD S,Co � LD 7,8 I DA 71 _ - - _ - LW. C i - 1 -- PANEwY . I L B 7,8 PA NE L H L' H. BUILDING I \ (� A -- - �! `� H513 ,14 i ! i LD- 13, 14 I LD 9 IU l D i I .12 I L p-15, :(c -_ --- --- T, �Q1 �224 24 22(C 22 ,30- 2 HB IS !� HB 13 i HB I4 HD 3 HD 10 HD II HD 12 HD 13 HD! 4 HD 15 E►D !fo HB r— , -18 II -1 A ( II !f(TTC) c �J- 1 I i i r I \VVVf i 51, i r' �1 MATCH LINE y� II CONNECT TO WEAKEST HOT LIGHTING CWCUIT DRAWING NO. HOTEL 6 UNCT1 ��N h1 � I __ DIN FOR S E C 0 N D F L OO R P L A N 1= URF.�._L �; �L� F 4. ELL-G_T R ►-CA-L- - -ENGI NLLR SCALE 1/8" = 1, 2 4 --- _._. - ---- DATE_ DRAWN BY --- -- -- __ I ROBERT E. WILSON , JR. Btk I UGE PLAN ARCHITECT FALMOUTH , MASS. B.L.M. foss PAIN E L L D i I 1 I i I ( � _" U F11lTURE Cl rp.) WIRING FEEDS .51MILAR TO FIWl"'T FLOUR i ( Fo- I I CORRIDOR BATH , TOP HALF SWITCHLP_ �. FOR TV. ' TY `� ITS fire J T 1 SLEEVE WALLS -3 ' I EMT TYP. ? ( ! AY 1 LEP I-V POWER LIuHTING ' i i— S CFB OL 7YF. i Y ( j 0 �� E M T_ STUP FOR IT ± DEVICE ( ) ( ) - ! SEPARATE I I 12 OR I;y NM + fi SEE ALT. I ) F L E X I - C, I� (TYP �I Ii TIP. i I I I EVE ^APpROX. LOCATION OF STE L STUD 16 O.C. • •� INTO CORE 4 R L V j H F3 5 CK N TRO c P,.) I I0/z A .C. FEED TO H." PANE. i ' I f ,.- ►� FE Ep I c - PANEL L G I - -- - -_ i I MOUNT BATHROOM FIXTL'i , Cl,_`i / ) -y4 SLEEve INTO C., . VOLTA6EI TO FIXTURE U - ApllU) 'E MIRROR {n�'. ( i � ` EMT STUB l r L . S FOR Io., N14 CABLE TELCO .-AC3 E .BY OTHER TEMC�E�?ATJRE[ j FOR TV. (CiAx. CA&E SETBACK {' - 1�3 TO IN HALL I I TYP,) I s 'YSTEM CABLE' I ' r CC)RRID BATH I)EVICES IN .3 GANG 5W. BOX I ! ; I UNIT ! I I• I?/Z TD ON BATHROOM WALLTo f ()N OUTSIDE WALL ` - -Try � IT � i I f D.P. S1vITL1-I f�I�X (TYI lCAL FOR E� GO� I I :I �_y TO ON ► ON OPPOSITE WALL T `r SLJU SASE QPPOS IT WALL �/ - EMT SLEEVI✓S ; ,I �.!I II (F,B.0) ` T }!Z EMT SLEEVES I � KEEP L.V. POWER CABLES -SECTION A - A S E TO _ C I -N 013 - 3 ..)E J RATE 'TYP. SEE SHEET E -3) NOTE 'TA GER OXES 0 OPPOSITE 51DE5 OF STEEL (,5EE SHEET E-J) i F'A � � ( S � � N RE E r 30 A. 2 50 V. i� . PT STUDS AS DIRECTED IN FIELD SE C^ TIONS THROUGH TYPICAL BEDROOMS SCALE : % - I� - O�� NOTE I PARTIAL HOOK -UP OF TYPICAL ROAM W►RIN6 SCHEME SHD►JN . A 4 SPUARE FO CONNECT ALL LIGHTS � .DUPLEX OUTLETS WITHIN EACH UNIT (TYr�CAI_. To A SEPARATE ZO A . C►RrCU)T , SLIFMIT LAYOUT OF W1PIN6 METHOD PROPOSED FOR 1`107' .I_ UNI,I'S FOR APPROVAL , NOTE Z' AF-TE>•:,' ALL WIRING IS IN5TALLED , STUFF ALL SLEEVES OTHER ELECTRICAL OPENINGS BETWEEN ROOMS � woDMS COF'RIDOk'S WITH DUXSEAL JO PREVENT TRANSMISSION OF SOUND . I Q I a f a DRAWING NO. :OTEL FUNCTION BOIL DING - F lI P E- L. , R I~ A L.-T Y �- EI.-E CTRICAL. ENGINEER � VANNI - MASS , DATE __ It N 72 DRAWN BY ROBERT E. W ) LSON , JR. A R C H I T E C T FALMOUTH , MASS.