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Home My WebLink About0319 MAIN STREET (HYANNIS) - PLANS (4) _ _ _ _ - �► � 5�T'w�.':.AN 1 .g ARCH TE U R �:.�- �. y ,r Rs- ,.v�..� .:a,• "#.+'tM. ,. .. ...s .,.�': a, t�.,, j�, �,, a.:.. i• `.=rQj" ,... 'i�d .. 1�' Y` 'X� ;°�P:�fii+: f,o",i,y t,� i:i• -"ho, _.I,i • .Ci t a >� � {', �?�+;fl. � - �" ' :r: r w• AfF F 'F'';��7� ff�l'', ,. \• F,...?�" :. I.�r `�l''D t '+rix7�"'. .�,'A F )• ,�t'Z'i'+,1P ..tts Y 5Y FI UOR F'L, N f �,+R, � ,,4.. ;ry'•. �'.,,_.. .r�"' """$ !.: '1'`i{` `q' Sa•••�s ,M' ,''r �` .a• � >:: °.v. � :F� - ,b "}. _ h'+`'t[�4!•,'.> •;r�yk.. r r.1 "' idr. b '',r� L. .,r;. '�•'fy � .+',L � ... .. ,� ,��,. I�,s C\RCHI I CCTJRAL , 'S1I.-EC4hi7 FLOOR PLAN - A,RCH�TECTURA;r r A= 3 a , RV OF rL •N L� �'(f WY'1- / ..�:9 4 ♦� +i ,"1'-•" t fir• 4 - YuR�L - Ex F RIUR E .F-vAT IONS $ , P�R C r11T E C. I T '^- ' •Y.Ng" {Y 1 •.�,+ ! [._'f� 1 +t `1 F!Jr ` t: " , - ,. r•�1" ,,.r. 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OZ � 50N R1. 0Z92DU2 `AIR n�, E �I�C,kT;R� �'' .!z , �7ey3(o " �3f 7S 4C! "14Z•599�G,17 9q� ' � fal: ,. r � �677WUAX ..� 4 3 - { { �fG�NAN R 3405 1.1L-�►.jAl-� R•�945 Qrm 1Icty aS.Qo' arm Elay. 35,C,0' IJfiS�,IAN f�•34oS" �$e}Q m ,n Mc)r�ar- Sef Rim in mortar Mari, EI: 348Si3> 1 ,. traMa111 � � alratit v +um. Conc �Sa4 ('rm u, mgrt�r --c tt,r ` 2=0 Mir, Brici, 8riIlaCir Z--0 _ -- a1145 ��¢: 1/Irn. �riCl- �r�11aS¢ '-gml7acf f:J•1 [,rays 21-0 ., S -• `�' � G"PC1�tc,MN A_I° Z i all � ��P¢s ;.+ Nllnvs. 1-32.4Z - G"RCP �� -� ' All Invs 12 kCPto I in Mortar t„ 1— l'mrr MN►�°I ► & El: 31.98 Drbwe2tts ,-a-PCP 4�rorn Mw Kit ? r Inv. q'. ,�iaeas+Cone. I.¢ar-ki„g I sad Conc Mas 0 3'/t 4 Conc.t'�3,e + Canc.Ma 1 C ' 3�? + Conc.C'JzSa N ZO i_oaalr in mor+ar N a/G-G ~411otit/W plocV_ ii,��OrJar T .�Gx6-itIow\Y- ,i" �Inv.S►; �;` o G layer all RCP 29.39 M A N NO L E ►J_ , _ /6�o yz tVash¢d I a/4 tc i%z. 1Vat,ad Scala:3/e-1,0- M A I��CIO L� !J G 2. Scr¢onad Slone I 'p C ' Sc�anad Dn¢ ', Y I3' 5=re' Diary, ,3 � 4'-C ,. _ _ • � I4=U" 1;�. Dram � ] 1=1 -�J Cale: 9/e-11'0 1 - M(UiIUM 17ufL CZ M,u Rim i rr'civar Mass. c24 th rno, +ar• k:(riv. 5.21 i 7 � C�{u.„bar Aut i i 4"96C_ by P1umbar•(Szrrfary) � '� +• Lill 011,111 ,. 1 y �r �.y� �+�.rp,�•�•�y� G�Iz ot• IfW$•29,11 ` r � � ■I>li r�ffbL1L� WI\)V11Ri/!w �{NMPI"G RE -00tTMEKT SM t\.35.9 1 1 _e G" 4'-o"Car» G' , Pracasf Manho(a marts C c. } 5 ��1A O -•%*T.4 LE Qn •\ 26 9 / tL Sa+ iii bi+umin , N' 0 � �� \o��axParSa t S+rl'!'Con,-, n ALL 5il" ACE WATER MUST aeon ¢ •,St) ka yak ow` l9 Groin aO`y,llsupply �t RE SELF CONTAINED c G SCR � - �P�giant qua � 2Qrr�1�Canc Co tow ye G'0 rroosif'¢ b�GC. e 1 ;�I-Ap,� SI:C ; IpN t 3/8� - o I o CL f S J ``tc' r a Y a • eY G ' 1 2 Candu�4 D+ 12 g , C tom/ dP p.P �Jlti' / Cs " C _ / G N equal Go+x>jurfOD+4'� Equal 4• 7'Y7� . ._ ,, sir"`' t • Q ..r_- - �- ---- .. D • C01)" L�Gaa d"',stySD o�A o c %, ` x p�1 N`5}10 �1 \o?; Y i�\ 0 7t�0` a 6I, - - c� a� n 0 �,Cr,rju i+ <l Cable, b,) F-Iec+. .2 G�' F\°°f Con c r¢+a Gan, �' i - _ ��- 'Ts by �5 Qj .�[ -'PJ` �� / J IDcj n�. yQr r(y 0P3 w/ d �4 \ • '�'3 rn1'la�a1 \v1r`n� 36? 3 /// // 36i cJKC-�{OI`l �,•A l UtiliFy Comte - v 1 1 _ m �, \\� 1 PIS,)M i\qY O 1_`t AG k_ CA 5 L.� 112 ca Guar �c ° �• A t. t e od Pu P G ,� Ft pp �, �D1 O IJ 5 0 - ) 3-�" 3= t 4 �� p,V V1}mQ t o2m t p�t� t ` Scala : I yz"Z I'O" dram do br X 6.. _C ', �� C �O Q, _ 4tl 1a � - �Y`�"j rQ"J 1a �OD\ _ � �0��av, (/ ^ r•s'r`'� Grt n.Contr Access �Or- i • �. .► .L U { �^sttz d era' r- - nc�� Qr �_. (ib°r•,^ I- 3 � I sG.M r -'� 11 {'0 Chu' \� 4 ,-. t} �1 M2r1 nor G 5' ' b ` r--�� ` . V�• ,yS� ,,,Sh-�' .� 1 �yL � � ma ` . �.- s I •.�.; \I G ('�' \J . �yao.y� J. _ ' pYP� ��aYn Cot, y Lit!4 Wt StaPsCg'12 ya 4 Co. _ ,' N rij'c� w/t ��ili i 3\^V'SAP(' �ra�}rG s 0r1 t��nsr c:�Cc !r\V 00 - d r aA S in r,,l�r+\QY-5, s Go�ar Pb - - - �. \ I/ Ccarn `Conc� �.l1• i s1 - \J 1Crnc'�uc ` Pc?.,ha ,�r..0 Cbu`, Jub 1 Z + 2¢rn� Conc. Ala b. (Fin. Gd ¢,A,a _ Mean :� U013a \,a\oVa r oa.u,a� il. C�chlat InlQ� 1 �� tsar ) L� G s mat Can a� on}r n . Z-, 0nv.25A5 f, r G. �, 1 v 29 3 C,an 51{2 (' r r--- - c 1 2 np rY �4 - _ _ - p, �y,,cb Gas-) C I r Tb P b�P� 61 cal 't��e lJ - aw n to a Q �l a� 6• 1, s�4 * rcad5 ¢a wai N C��'a S�is W c¢n' 3 9 ai. ��; t` � _._ .. �m d a e_ ._.••-1 ,, P�a}°'I;` ,, 1. I I � T113 . D lei.�c,Er c�. +e 0Quu 2 ; Vat �1- Cs --�'1 ^` a `n ko 35 e • j- I o �'. Zd l one Filled Sonofub¢s' r _ 3 ° ° �n co 0,saci • - \� 1G " , d ab _ GonG _ --3a Z 6dpdwal4s art}w ac 1, i A A L-¢a• corner. '1 ad a� ' L� ' \ aeyA �4 �la K Yea ^ ua p °d a t �t J 2 Gra9 Jc -�` Pa �'� W1. at PoZ Gan l v I r¢cas+ 1aech P� d } a y>Y MYY� 3 — --- NQ Sam¢ k 1ev• as �o�t L: GD4rox 3/4..*0 lye L,,ash.Sc - C' �} oJar o� ZG iU /4' - - - --� 4'� i I- aclj. Conc Ptg CDaH� - j F 4 ► w� II � 4z•Q~-1 +r'� i� Coll Z,nd Le }Spud L ^¢-a jnv.E1.29.39 ;�� SFCTr01�1 (�j•�_r rZarr,i '_c.nc. 4 S¢a i nd.plan jtcaa Zq,9 I1,v.E1:9t.3�� ' l'.Z9,3112' CICPas:s r r Efit;4� ax �kl',/�1�81\ow L' Q t•29F► o 'p I � A U r0st 4M 12ac. ¢w. 1, � �r Ins w N-z .� y S 1✓ C�' CJ PJ A P or P:}It unAYl cla � r \ Y�D�Vu=! 17 . �` � � ��R�ATMFf�S r Pi -� -1-(-�At�15�gP.MR P, PAD Ito MAC^ a axa54'9 r 31 1 ALGER AND GUNN ;�F�R, �O SPECS. '- rAI��1S'_"~r"OR �•t(PrC�',. SCuID!)!cS Q 1, �XCA`/A,Y;O?.;: K�¢+¢r +r, i¢s+ Fiori S� SP¢cs.�PAR7II:� fan+ Soil �¢5+in Labora-�orr ,s rov¢c� b� Acthi+eC+. 8. Lxistin ' Gas purn� Tar,IG end dual OilTanly: (ZQmc,vr< �'rorr, ' ' > y > Hp ARCHITECTS sir m arial5 d¢5,Gna+'cd as" rill "and/or' Loose ozirr> Sand" 5. baTQra lac-in a Id ar c� com ac+ad ill r( vrous lcnt ¢r exis rn locations _—n or•tz on S� w gar¢ dir�c-I•eo b a r o k Sh II bQ com�l¢4¢! rernov¢cl uncJar buikli� and +o a ink Shall b¢ t¢stad ►� a com ¢}¢n{ tas+rn ¢n '�n¢¢r �r, a Arch'i}ec +. 7h¢ mill r�marn rc� 7¢rf lOwn¢f, 396 MAIN STRE T HYANNIS• MASS. 02601 AL. 1 �I ',! \�{�I V� AD�� I I I I JOB NO. l y �" y r i y , N io zef ou+sidz �Iundz?4icn. Furnl5h ar,d ins dl' raw ma�aI'— (¢,as+.+u.ro (2) Flaca5• r-C previcxr5 layer clogs no+ meQ4Sllaacs. 1 gal as S c4jiz • in Sec+ion 2A(S(Specs.) WorL lira. 171j. ,f Sh.?ll ba recoil") -+aJ wlfil r¢sul+5 arQ ;,d+IS aG+Urt -Iri l0 PQ P , S f U5S1 Fi' I O� Z 1Vr�hara ¢xls+ing, Srounda+ions,4an Vs,and other undargrcx,nd ArchTFecf. CAPE COD T°I M Et) IbJI LDINC. iTams are ramovad,+h¢ hol¢� shall be eleanaJ Ui'unSa+is- G. COS r o� m inaar and sods tasting 5ervica shall be bourne N _ r r J r3 .z c.—�ccT ,. Jy:.• ,p, c ti^ A=,•_ Y- k� t �'ac+ory rn,ataria( and fr'lling shall bQ madiz ih accordarse T. Conjrac�or. Labora�oi5 saleci"ton stall b¢ approvad by �,` 'Vo, 1 Ct). H MAIN - w i+h SPacc . ,Sac+ioi, 2A C �r`} h Works Paraa�r�ph I]Q. Arch'r fQc+. lam; ^ ,i,�A I. 1 ti — �" 0 1z 3. Prior +o plaernq n¢w ma+erial�.con+rac+or Shall campac4 7, Crn)hactad Fill under building shall be bi�u�h+ up to a t• �.�s�, ar. . °' SCALE: 40' � REVISIONS: SHEET flC' ax os¢d maf¢rral as s eciVi'zJ in Sec+ion zA Para 'ra h 17 lava; G r'achas below ur,dars,da off\ �ri,ish �lcor- 5(ab5 Qnd placan,Qn� Or naw �illP 5 (' ba �(�nrovacl by ^c: i _+ion 4¢s+m4 .¢nc�in¢ar ba�ore �,aA ' '"" DATE: Ja, +� Ourin iacamQn+ off' corn %ac4ad �i11.woi lL shQ11 Lie w�dar' mnak:_in ' Qxr av,+ron5 ;c,r lac,+in 5. An oth r roC¢ 4 � P I � � y ¢ P �`d` CON(RACTOR SHALI. VERIFY ALL CbIJS ANT 5UPGQVI5101J by a rehres¢r++alive cV a comaQ+- urQ Shall havQ Archi +¢cl'S approval. DIMENSIONS AND CONDITIONS AT SITE DRAWN BY:S - OF " ixf L[.D3,Y.11 1PH 10.0 N�ENAN R 3�+a5 UL=SWAW R•3405 Qrm �I�v.a5.00• �,m Elay. 35.Oo' tilF�hlt>,I� R,•34o5 . �Saf 2im ir)h4e)r+ar i Sad Rim in mortar Gr.c, F-1: 34.8Si'') 1 Yr+raYt 1 t.cacr 1+-- 3'fum. Conc Sa' c:rm to mor4ar f3rrckrl lla$¢ 2_ �Cgmpac+ f;J•) gravy all ¢S P,Pa1 0(/hn. 3rrck r^ill�a 2:©,. _ - - -< �. �.,f?CP ►c MN►.1�Z all ¢ P,P¢s Scf mama I hr. S Atllnvs.>;1'32.4Z' G"hCP �-- -- All lnvs• 12"kCf� to ---- �.� Co frory, MNh1'1 is i � EI. 31.8i3 D LwZIls o !nv.W: -- 2 RCP From Mu AI- Z. casf Cone. Laa--kin Jai Cone Mas 0 3'4 conc.C',as¢ a+ Cane.M� lb.Sa - ' � 3/Z + Cone. in rnOr+ar -N w�6*G 1f10lv�rr- block +nMlor}ar u�G•6-t!'IpW\Y-" ____: .._.. -4 01�c 'envri 29.39 { MAMPOLE K1° Vr3'�yz tVashad 3/4''toi'IL \Vash,z8 I- l l e',cal2,3{H=1�O" M�A r•��••�QL_� �: - 2. ScraanaJ S'k7na �� p � Sernan¢d �}on¢ Scalt:3/g'.=)=0'• - � ell 4s- -, I 14-0" SR Diam• m 1: 24- �6' ,. Dut C? VW R+rn�Govar �( f Mass. D t W. Sao rh mca, +a r, /// �Icsv. 35.21• f 1 tp.` )C f 1.)Q' I`,1 T` p - 4'�9'G.: b�j C�;u"'rbel Auw.Mix) l 3 4'OC: bc) PlumbQ►-<San4=N) 1. }r Slerps G12 oe. PracQsf Manhole rnan+s J C c.fi u 3 \.2 5(r+ in bra lmrn , N o nt• 9QrnPc' uy-r a l come, aw r a�nor, rrr5h 1 a} 19 r Crou 1 CO j,a'..0% a;oil 5up0 y conc. �c-r1an+ l'u � R / '4 Tr:9 -I 4w b' G "� ; C lit. 5k'C`r! 01�1 ;�i_ A tiJ SEC—�ION 1` �� xCandur+GEC+ 12' � $ ( "('emu ` dp t✓F,� ~ �� 1 r I u, � C,c��urt0(J+4° Cq�,al �� 4.•G., ,mow maw make, A 0� It'1P l9p - 0 1 r ,or+ray�GOB an`s�'�,5�'U \oo� \\ �_ � l 1 �t 00 ro p \tea rA'�� i, "' •.,4. ` C f to _� j • r R �T � r G ; f �-abla b. EI2 +, = 5 PIb'' 'a' .2 G�' �- �` i' F�pOr /ji ,1 J C,Gncr¢fa bc� CxZn•Cnn1. -- �- - Y�r+t y Opq. 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Frn, Gd 6 do Co f G. s nd¢r`� b ,Q� a ¢a.wa� ' tf'lat InIa+ tp* N� C ' , o,Y � �� U CP<NC %T ao",loP}r , _ r,v.29.32 jInv.2965 tE�r3 c) " --• _-s to�+ crd� n,C TankdRpei- `p,T Cdr^ oy Ga / by Plbr. f1-�- ., 44 rc,Js ward " �dw rf'e aS�rrc �Ya �` _ --' ` {a,'j Ta �'�- 3 1 � ! Ta13 . 0bl'c-Q � +r .�-�1 . •ra i � pad �j1W1r ��/ �,�_ (� ' _ _ - � !•„y �,ng� � �'��r"gt,:ab t ? ��;3 e � . ^^ �- 12dConr �iiQ d Sono-lub� - Id Ib� !. -. s,s,r�` Q.`'z'l Q.74 Q� ,1, / A J n • �. F'1 :, (t K G4 dryt,,ail � ¢e7. e a n r, ; im. $Cerra �' h i} i G arGt' i��\V�- w ' _'N 'Zama F lev, �7 o GAS' �• Giw pp a;� 1¢e� n�J (��,, Pa u,r �' 3ii +an • . 9 v No}��`� G'pi2m Xh gcr A� Cud Jar ail 4 aci c nc. + f . ,- 2r. !03/4 _ v v i o �t� (C�aFI�{r nrs awv/ tl n c1.29.39 S)FCTc0�1 b• ami<�one a o•>¢a end,plan kSQu „� z9.391z' �rPtir;t S�rrt rc3 �'tc ya,I 24. G `!- �n�.Et 31.3?I, Y A'U _ S F C T! �1 a9so ID\VE�`=? - - f © I Pi R.M �, (�I� p Q2p8 Scal¢: 3/8=1'Q �caicr, 3/8'=1'w r Aran} d - _ _.o b,} cp,c• _ f- ---_ ISO 1• t,n5��11 6 y^' 4- 3a O, O v ~' -- ALGER AND GUNN -r r , R,� ?, � 0 S��:CS.-� 6 1, f`Y `,/C.`;;Or�J� I�Q�'¢r ho lest 8orir> S� Spacs. PARY IS:� fan+ Soil a5+++l l-abcra-�or ,al'prcwad by Archi+ec+. 8. Lxl5tiI� Gas I'un-) 4 T;dnV- anJ Fuel Oil T;;nl-.. (1ar»c,v¢ �rrr; , A R C H I T E C T S ` i+ rn arias d¢signa cd as"�i!! and,vr"Loose Goam�Sar,d`� S. ba�ora plat -w4 a ,agar c4 corn{�ac+czd ;111, prQvinus Io�y¢r ¢xis rn loca ►c�n� an �rrz vn >r agar¢ dir�cktd b,, h �� N 5h- l; Ica com I¢•fai rarnovad Undar budJin and +o a rnt shall b¢ `g5iaci lv a com r-'+f ,# +as4+n ¢n In¢Qr In a4 Arch'+f'aC4— Th¢ Il remain +vJ2rf Q� '©wn¢r, 396 MAIN STRE' T HYANNIS, MASS 02601 , ,:. <.� +`11� ,,� 1 {1.�f� -.rs+ v5 JOB O pota k a . P y n 3 J 1' (( ' ' N 10 ea+ ou+Side �Uunda♦ian. 1"urr�t5h and +ns all new ma+ar ^ 12asf.fwc� C2) Places• ! Prcvrrurs �ayczr cicai, rxa+ m¢afSpecs, t'. /O �he a5 SfXZCIjI¢G� irr, J¢c}ron EA Specs.)~Ear+tr 11kN{,Para. 175. } 5h,ail ba r¢Corn�dc+act Unfit rrr5ul45 arts s,dfis4acfc,ns 46 ,? ,, { q p A� p�I � ry l-. iVhara axistiog, �'ounJa+ions, anLs,and o+her undar ignound Archl fecf. r r' .k/��' 4G�4`" ``{� CAPE- COD T� ► `�I I .J,,�t� �V� ly G' �....-- ..r�.r. err r %, ;f•ams era rarnovad,4ha holes shall ha¢ cicaanad cAunsafis- G. COS 4 2+ inaar dncl sails tas+Inj uzrvtcc shall; bQ bourne t / 7 � 7- e �ac+ory ma+arial and •�'+'11ing shall bQ m�da +h zccorJ- Rnca b3 Con fr-ac-For. Lobos+orj mekcfion shall b¢ approvad by c ;,L1G' �'_°I " No. 1?;�; �^ P�- HYA�I�t'`, `� H 1`'''TT w ith Spac- . ,` a:-+ic+, 2A� C-;rrth IYarL/I Par �r�h� 17>-) Archi tac+. .0 cl 3. Prior to lacrnq naw ma+erral�con+rac•for 5h,aI( mrnpac. 7. Ccr*mpac+acl ;ill under budding shall bq- bi-tiau4h+ u� to a _ .?/ • ' A:+r SCALE: REVISIONS: SHEET 'd expos�rd mc:+erral as spec l',zJ rn Sec+Ion 2A, Parajraphi7, Laval Co +r)ch¢s balow und¢rg,d¢ 04'�,i,i�t, Floor S(;abs and P1acan"an� off, r)aL. Fill . ba aphravaci b4 c-omPac+►on -fas+mn anrjir-)ear ba-l�or_Q ,,rr,�' R=j�` " ;.'*' DATE: ..; 4, Ouri2q p,lacam¢i-4 c ' compac4cd �,ll,worL shall txiunder rrmav-10q' Q-xr.,ava4,rn5 �c,r �caq+inc�S. AnLj o+har procizaj- CONTRACTOR SHALL VERIFY ALL C� -),Ai`17 SI.PLAY1$)Ci by a reloreS,zrn+a4ive a compat•• ur¢ Shall Archi l q,-_4 5 approval. DIMENSIONS AND CONDITIONS AT SITE DRAWN BY � , '' OF � - tnur........ •..rros.was a _ r I �T , I I ! • f I 1 i is I � I I , ! f I i , I A D C �' = E G N ' K J \L F /, ! 7 1 N G Q t, L. 5 -F 0 A� G F 1�`Qmr_.v ma5.6 4,, 'n j 3-4 ¢xis n9 o�n;n� i _� ,ra , T- -� _h ��. ; __ _ 31 NIAJO �►-Z'� Opc+,.. N rU -IIt1TFL5 �• ,� C- 3'7 ,O'"_ �' � e ,.r ` 3377=�10 - , MOT � �)(U .i ASS O4 8 SIC.c 4 - -? i ' �ns S"xIu �¢r - .i iihs W;;IEg:n M E. iCf 5 a• Z •p �� A,,,, .� - 3 Z cra'k b��l;. Cart � etc: 7'0' 1 -84 `t 28 7-G It'R' ii j d ►-tl �s in 17¢u. �� C31 w�i15; ' f #4 Q 3 E 'l9 �Ut, a -1 {M� p [ � , iA _ ! � tI ? v+,rs •,.;rQ s�cX•, 1 -- s{—r ! .-� Irl Jf ' g -- l4 , �. r riCin g� n pi} (y --isrnc� x�, r 1 ? , - F "LIB <ra►„a .3ESC�h i,�M�, i Q ! in nt �+ > 1 13G- G- r FtffT a t_ q E i lttr_l� '' '+ R O ;D M, 'r C Pr- h '_�4"'�+C� S I G} � i ------- +; W Lip 5'/a 4 - - � 1 I.3 -'L", U t EI',37 9'lz;' 76' O"CI¢ar �Y +I +o�Yalt ' 31 x►. �cztor•s.. �rgw a :. z � Q gy t c ,r I,..� "_ �, F►11 vo�J3 i,,, contra+cz .,ar �m� � ` ra—� t Y f vi �� rcxo �- �� - - � f j �rlf 6 r iz' £+ 8 CJ: t� 2 «'�t �''-�y ° 7';a b Ea �^r' �`C' i j 9_�,• b" 2 I : • - E:37 lC�"- - EI 3"1-Eo" •-�-' } : r • R' 3'7 lc,'-* _r_ c, JI . � � Al+xr -,,:��u • ..czla4ca _ \Yaa�hQrg4r-, � 8l1 ! ; ADOR��S R SS bl� fit. 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' p <) t: ~ Shcta; A -81`lttG ig) - ( = rE'• 3G.83' Cl C l A EGt i b D c7 ig"d ,`.'+•�•¢af ShIV y� PIS{ �l 5iap _ gSIC G A.c '! ►n ':c C`a �'Y (12.Cor`►c)w IYx m R�t is , CiC? 2 S S G 3' 4 e" f" o 35-4'- C rsr� ar /Z-�t-) s 8 �} Mai 1-31It cJ�n, { if Gt)l_A"i 1CJr,} bc. sl �t �G �a l MOP, jc; r Un { ILI 4 � APtGirEY Nodal c6Z0 ��' l Sog Sh(za�tA•8 Un1: 4 I.e \\ w/Waa�hccr Seals - `'- " 1-✓. , �U .r U b I --- — CLxly' L� Uoc l': Dumt s rnI' r on :� 8 !� x ICE-C� �(zr i.C� c Ur h�IAN/iC)rF� „�p i �i 57if061 hloak� !_c.1� V, o+ a%�a%ate/4'L-S J x� iC4,hf'G0nc I 10; I ui ' tlow- G' ��,¢Via►! -, t2a t,-V.Ii r ". — ---- - _. .__-- • Ids- ! �' _.. ,t It~ Ca 5+ fin p a Ga i �..-. _ r ;.. z - ! a-4 `J,. �`�',.i 4 �. o`}''b,,,,.`#"0,, ,.`}`G' +"„�'�II 1 Crattcr1 a r.�d,u 2 Co' O �! •1 18� j+ � •'' �Ya?u clnGir '•...`"""". �'•K !�i ' S r! Cant 2 T- 2-4- Cant IJurt�E�er loss - .� : I14'-p" CJ4pG� C' 8'o" ius Z=o ) _ - ..--- A G C F G N I J u L M. N O Ia G 0i'n1C k 5 L1 rnp,2 r s.Ox)d 1W ft �A•5•A I ; I I ALGER AND GUNN FF_ TQ 5P�CS I A!� OR��(S�CA w SCH t�J �S I _ F j� ,,,� -r rrT._ �' E F 1 l FxI +�'ng mwr.-cr•tt^Lj wa113 ARCHITECTS �� t-�r� I/^� -y Miisortry blocl, 396 MAIN STREET HYANNIS, MASS. 02601 - ± �: ty+ti��a I C)J _j S w i�DD17i 40QS, SOB NC?. Fo^G¢ Orl'clw. I! Ntascr-wy btlC l!!¢d w/Conc, gvnct 1 CJ Con+roi �vint ��` ,��tss�'t� �� fsy Az� , �, COD —1 i�"t�tFE-J��. a 40 K17 cn/ Arrow 1¢1{ . ze '3 qVQ. 13L11 ?` Nz. !2 ! <,, A + S 'IASSACHOSttl i S } M611tJ �7��1'-" NY �P 1 A LXIT of Arr^ w rr$Fit, 4. , ti MA:S ti a S. ,. ,� SCALE: I/ " = t REVISIONS: SHEET ,.D DATE: nuary I CONTRACTOR SHALL VERIFY ALL _ DRAWN BY DIMENSIONS AND CONDITIONS AT SITE , OF .- ,.. .....-_.__. -•-_ _,._....._'__..-_. ..+w+..w._.r•ew_ C.••♦-... A lt[OS.Y•S!!IN 5680- fl i 1 , I li • f NCJTr Work Ur) ¢x►Siinc -T►-uSsad l�a��¢rg Sac .Sfruc+;ors! (JcuSs UPPrq ROLL SiORA,GE A-5'A I'-G"to DriG. 10 SPacas (5 8''� 4.',o To� rxt s+ s iV�tl .k I', 54 0G ±) - Ccgns•Frw4 w2tl ,e, +op <-4 ac ►s}tno. Mas. Dil'- waIIl 2•G S+ucls U,/2 L glr> Gh•rr' f \ / f)n A tr � } E.x i ng M Sf. Pulp.. pi lip$4 f-3 Lo 00 pp Lm on �, E3' 4 O' C i vi DFt1vF SIDE d ,. u- 2 -- 2 ` r I �"y , --- + rt rr-. 1 1 - t aQ c �i _ A '/ 3 Y4'op�. OA i*� r S r►g - - �� ' -,tl+Q +a11 nau., cnv� i t. '1 _- -1 - Vic�ari v uuaav¢ Ir, I,aw S P11, -4�(+ - j o 1 I - C I-Z 1 76- d' CI¢a�- ^ tiV�ll 4c) \Val1 - -� CanvaLy-a - O�� _. ,� i 51n�C:Z4x�Oxl?' ,_ ;� OPERA7fNG , S1D� D �VU�- K 1 Op J2'-L' 8 S1 o" ApXIG-8 r'< M o (v R CoK1 T 1 . . — � + 6 G5 (oR ��nL , 24:�YG�J U Ppc� R INK ROO►✓'_ �� CD I 2wc P occoss Dr o-UTIT - - _ Ufyt Cparr� r�a��t�te>n �-0 F2 can co 00 U(�(�E��. Ibrcz�(�rso Inaul�a��on ._a �x .1 if CUL 10" 2''96a!1 ��¢a( �oKsf rnamhars� °�}uFt u,,l �ibai��ass inOuia+iorj, - -- - r - - 7 S dc:a t Ca Z O' 4: 0' $' 4'I= 8" g. j P �._ .. . 2a-� x I I N I tp C J - J 2G•-0 1 . PJ i I ; A5 , I I i i i I ALGER AND GUNN r��ct= ' 't T ti Q 'T 1 ^C 1_r � Tklt- ; , ?, .o SPECS. P� ?r BI R ,Y C�. 1-IEt?t} S D� ARCHITECTS 396 MAIN STREET HYANNIS, MASS. 02601 I-� �. i P- �-T10Ki5 C� AD l � i►✓ �r�' JOB NO. � ` No. IZ6s ��; �' Dfp. ��3 �;� !�.A 1 rJ ST�L E k.T -• �•!yA!f r�1� M.P. . r,"-;..� )_r-�- I li 7T=- - yy �, 0^0 SCALE: 14a' -: I-Q" REVISIONS: SHEET ._ �y• �• t:--r DATE. I CONTRACTOR SHALL VERIFY ALL tJF` I 7 4 q _ DIMENSIONS AND CONDITIONS AT SITE j DRAWN YOF - di { i 1 9I: SC. G'(t)-7 IMF l. 5G•IW) —) �—RF cI: 5G- G(r) r-;F 5G•- lo(t)-� �R� c.: SG=Gz.) - R� �1,56'-Io(+) ci o OP 1, .cl s� ►ng oc�r W/ kpuilf LIP C:rlcl,a� j y -4 PVC Down spc u# j CUB Drat --- r G r. 72 f f3F �_ PoaY Ora,n _ 7?_- .3 T� % - I: K L C✓rasn y,8ullj up weal+ 11d Up w/'fa14 1-o pravan4PuJ.;n)S to pnzvar)4 p4icj(ji'l„c_ I -C L tJ7 � - u i U p rzc)n r u 1 �. ��(� I _ o i - ! LI I _ -RF El: 73 2 - _ - -R F _ - n 1 -- - -T S 51, 72-I t'' -- -- -- . . _ .- -- Ts E I 72'-{ l' - i ¢ u ; 1 C 1 ro tL N � 1 _ i � �r�21y, Sera 1 l�Itr;f; 2r,m� /acc¢�4 f, 11 t 1 P Q CD �'. /s! �'_ I �. d r1a rs _,eC. `k� h a t A 4 - tCC'�uul ld up u,/'¢ a , �+I�t •b b.u. Up L. � �rt�v¢ �� pcGA3111'Ki ; prrzv¢r,f puddlln`3-� �-.tn i TS 1=1'S8=►c}'� i cr -am = / in� 74 -'- -._ i RF 1 53' I" -_. _ t__ _ 5 r - cx.� `' ' • r Fin Sf TS �1:52=►cj' _._.__..___�_ . i✓ u t I� - l.! ru c, ca � " l C�-b/ ,� ! { � f' B �- H¢Q-�V� A C Uni + n r 1 t.. + I C.,n� .•I/ ,.� cuE+_ t a' �•: 3 8`-.2 —� i �; � - 6 fr !' ^� C u r b,,, ! F 12 I t qd Y i 5I;5 {cY— �a rrvn 5 , -^-: ,•, Ir,72 L._1 i ! ____ _ • -- y77 o',-__I root 1 F = 1 r3 3'- I" IL l7 { { Curb../I3.054X4(:nff I c }=lash zil 0 T la i u i i f up Rood- �` U u i 1 + uo Quo / if) v) I { vt 1st I I y 0 p I RF 5' 53-1 gEG} .5 2 ?[/IG" IFC1 52:gc" Cent W� -,, HVAC L.h' _-- - err 7�E!;52 1/c' �l a s h nc3 iL t+Cn t p �: A•4•A � i I FEl c3'-+ PF �IL 52- RF rl- 53'- rl i iL0lllQro{ / T5 !;I. - 1 - !z ' 7.' an�• - j �-) ;�4-j M. i ( ' j (A C f i 6 I ' t t ALGER AND GUNNOUr p: ^ 1, 11 D `?�'0 SPrC5;P' ,RT�tr.. FOP `yPIC^' 5C'IAE`_ I Zia i � � � i � [-1 t_ ARCHITECTS 396 MAIN STREET HYANNIS, MASS, 02601 1� �- P• r �`� i-�v'i%i 1 iC7i S JOB NO. V ppww �L. f� l ►�f CO`�' -.� • w ,i lu i S,'. . No. 126 �w� B �No. 1301f C ��illlrl -rrFF, 1I4YAAJN5 " M/-\35AC14LlSF_-JTe, SCALE: lk�, ► REVISIONS: SHEET DATE:Jor)u�ry 12 , I !'J u. CONTRACTOR SHALL VERIFY ALL DRAWN BY: OF DIMENSIONS AND CONDITIONS AT SITE .ram _ __ _..• ..-'. .-_. _....._.._ ... _..._.......__..__...-..._•- -_._.___,.._.—__... ... _,. T_we_ ..._..-_...-..._ _....—... .. _... ....—...,._....___.-. ... .-- --+r.._._..._.—. . _..._.__ _—,,._._ .._-____.._ -,._._. __._-..._..._-_,.__._.._..-..__.._. .._-.. .__..—. ._.._.. ..o.—_.— _++ ..- _. -_.._._. . -_ <w•1T Ea. •C ♦E[O[ Y•[! _.. I I - �A 5 A _ C) I F �F� C, ; K Fr pf; O P 7 `r r `, 7'r G.I. 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V PS EX*ZLAYER MI5t2LAYER5 EXPaSFD ' 5TE151.11I.A7E C(6 FC VINYL; 4''vINYL i3A5a ¢' V NY p��jl= I 1 , I QK (Dv - - ----- ------- .- CONCRETE SEAM . 14^54INRY &4OCK MA60NRY 3:.C�t K I �M B '$ONiRY 5 OCK I �'A50NRY 15 K rMASJNKY 15LOCK NIA L�Nf�Y f3:-CJC K �f D M O D I %4" T E ERAT E TG)2 M8 - . M A7llN!~Y P�LOC K I ` , GYFgD =IRE f _ o .. • - --- -- j /2u' pl WO D -- I - - ., 4 WINYL 5A`,Z �I INYL A� 1tNYL 1 5e 4 VINYL IiNY ADD^t - YL 3A 4 _. ._ OJT�-I K Vv�S NC��Th .' i` I� 5Ou 111 �o O n,�ST O~O T Z L. NOWT H R 4- 1 i�t - - �\ I ► GYP. f`5D. �IRt z• PROOFING -. } I / I I I '00, — Cq ENEF:\' L STAIR NO - E� I i MASDNRY 5LOCK _ MA5QNPvY, P5LOCC t i - ---- I I • wall raii•, I%Z1, pipe rpil5 morJnceG on 2 x%� Z Stxel ,trap i?racrCet� 4-0 cax p C. (m ) ----- � `_ � t i2. Interior rn,!5- i/2a� pipee rails evenly ypaud 4'-O" o.c. 3. .noe- ! /2 x /2 5011d bar ... J I4. Newer- I'iz" pe rail welded to 5. 5rrir),�cn-5- 101 r. IJ b.¢ 2- r N� �IOg N- _ u Co- Land+n 5 13 4 Reinf Cone ')labs on 12 any with le 5 cin. I2 .e . ryna I _ _ u -I" �. _ _ 4 YINYL� t0VAleF concrete oyGEN, C0NT / - - - - - - - - _ --;- F5D - -- \ i ,r� �r } CiYP P I K� I 7. Treud�, RiherS IvSyti- !4 Cau. Conc tread (1 3!4" `) i4{X 3°(1.8 ) diurruand rre5h _ - Cb 11,5 - - - - _ _ � r �l �'5T � �O7V � CON T \O I 0 I T ( �T PROOFINCa 8. Ail far orU cony�ctpiony t cantles we�ce'd/4 x round�bmaoti�v4(4ld III x ��- _ _ - - i N I I � � �.,. 1�,, r by C�EN T 1 1 , " 1 ' /,( `' + �9. All Field conndr-bow) Conbn, welder) fro nd or w/H 5 bolty L I 0 4- tf LADvv- /4"T`.N11' '; ATE \�t+ -t - - i ;- COY SD, { r" M,"\50NRY P5�OCK C� A55 1 i _ I --- i%2'x%"4ONT L . y i I , . —7 s r 1 I vlN YL A E ,i Y F i Ty I / T F / 1 M ' r T — � ? T '� 11 � — ' " ' 2' _�. — S �/1. I ' �1"r � T�_ ,q �n ' �K�gD --. - R_RC) a 9/2 5 - Co� 3 -� RE,°� �Cq�z zil 3 -O ?tREhPS@q .� 7 ti '_..3.. ti- i - -- w - ,�xs/�X� 4'STi 57RA�5 Y�' FAD FIR -, '% NOTE . TOP RAIL /'ATTACHED \ li rl; , _ i - UMGS " 3/4`�65'LbAt�; zli0 c 2''XS/IoL (' F► ' i 4 -- nn, I I- TO W�5 WALL IN 2 •+ V �, I5`f I+1lSCL,L, ME7 TR T a AL 5 U t3 O AC - - E i r THIS S7^!Rv4A'f ONLY I N I 5 LK - �/b T C�LC X1L� M a gLIJ - �' L¢C F3 7 ie- MijD� Ca RY A50 ftJ R FS � I � � I A`�•A j ` ' �'. � � - 124"XiCeU"x,121' S;1(�K. __ ..__ L,!'�DL7IER 1 � ��. i t ;� T - uAS �' �CK �T i 4'��VI YL *SArj� t TA I R i I� -i 1°�,L.L. = : :/'2' 11-0 � iizc�RAIL - l 50LJ7 ► 1 6p h, ✓ E I _ I/2 x /2 CONT, ' ! -_- -_ /2 PIPE R,,�IL -_ � i� % ° RAI -IOLLUh� ,�lETf1 �� I Y I- U i n /; I I 1 z _ - q = I z PIPE RA,L I LEA' S AID DST. RM FIN. SCH D L� 1 /2 ,0KAIL STL. I3AfZ ,ji DR 1"R� .M_ _ �� / ALGER AND GUNN REFER T05PEC5"PARTBT�FOr�TYPiCn1.5CHFDUL ��EThn I%2 x /Z CONT, %/� 9/2" ARCHITECTS O � { n ; 0 1 AA � A I y ,p }�� a 396 MAIN STREET HYANNIS, MASS., 02601 !`,L , �I \J";TiONJ / 1� )IT O `I5 OB N STPFL ;3AR ,� -- t- --_ r — Iz N u cj c CP\P5 COD T I M IN G IZ�I'SC ^ f` - ► I /2 x /z' CUNT /z - - / q ' i2" 0 0 r STEEL [` fAK ,I CREE rzi�i_ 5rA �wAY �" STREET HY.'INNI MA55ACf-1USLT'S - - r�1 J`F. - - ,,,, .,-. -- -- - - - - - - - -Y=-- - - - I - _ t'. '{' SCALEI:AS NOi .,HEFT R5 m I '' p�.. , , � � � , �-�- � r ----„T � -__� Z -d ,5 z �' w, � �;. y � �D S I O N S SCALE �1 ] .. .�I ! �•�o ._.. �,- \, l_ �- G C (- ^�Jr-• A j � (j�, {^J ':s� • `': DATE:JnN. 12, I°I 77 / SC1�"' I - I - 7C L'E I = (: CONTRACTOR SHALL VERIFY ALL 5CA1-E I '© — - DIMENSIONS AND CONDITIONS AT SITE DRAWN BY: AG OF 27 ... ._ V I! ' I STJD Ii ^LL w//Z LAY C,I'� FrC t ` r . C�YP r30ARi� FIRE PROOFIN fP f3C)ARD IF-IRE Pf�UtUl-1N -- RU D -IRE UYp 6D. FIRE -- - - _� y_ -_- - --+---. t,_ T .CaY'3 5D ---*� _ _ FIRE - - --� -- _ PRo0,=1NC4 i I . �Ew STUD WA'_L V\J LAY ERc i - - I�IA50NRY (3�OCK --' r -- -- ---- - .. , .- EXISTING ''` All , , 1 I I%2 PIPE ttAIL, I I , trIL5 ^ ,� __^_` y , _ _ _ - - � r . i I - -►� , J --.- t ^, i w/4 5/6')ZS 130ITS I . } r E,�I NG? -- ` Y'� 'vUTF. FoR S�A�R S�CTION`7 � \`�\ i - - - - --t---- ' ._ -•'-,'__- _ __._-- _ i i -----tO" �- -- _ - EL: 37'•IQ" LL 37 _ i I ' (:CD y - - - ( I STUD WA.! W,',2 w�YERS C�t3 F� RA SIDE - r i 57UD WALL 4�1X""2'. gvER'� a� FC - STl!D WA►_L V I/ 2 SAY EK15 Cx 3'FL STUD w4ALL vN f 2l.AYIER-5 G(� • FC 'ff i CaYPD I PRO 13U,°\RI� I R= PRDorIIy --- t U y -'_ - - _ vL1aFI� ; `�' =1 - i -- - -- - -- -- i " f G R ` �'-R- o=1N -r- _ _ : _ - G�'�' �3f�, PIKE NOif INC. ! I -- -_- -_ _. _ i I • 1 Z T,NOM) Co-T Ca G o -- }-----_ - _ . - - --- _-. WOOD DECK w/WT o` B , •C PLWpON TOPEXT , - ---_ __ _- - ---- • -}---+------+--- -- ---- -..._-_ - --t-.. . I ! L I _ . 4xlo 5T. D0 I G O C. -- _�_ Tr_ _ 1 w r� �i I Co CON C �F 3E,�M - _ ! -- _ IL rT i "T EM E' 'i4 1 T E —T--- --y+- — -- -+ — _, --- ,-- 1— _____ 1 T- I — -- P�T E PLAT I I - I �, p RA I I -, - i0P OFF RDOF , I / r I —; ,N Y� `� )=L,46-2 (APr'RUX) Y i N ; I V ' 3 II. �SDL r- - -- — - -- - -- — - - - - _ _ - _ Fir. — r i I __ ♦ _ � a , I,/•t T�MP -4- I"LATI GlAw ., i ! ' ,' �- !�4"TEM L r7 T -- - - - - - _ T 3 O.Z. I I - - - --- --�- - coA 5H N� t . ! J � i -t r- -t-"- I L, t� - - w I oL 24 _ - t�tEPA 5 I i { 3 -+ k T i 1 C 3 4 VI `(L �A E —_ =� 4V1NrfL E - %¢*_`� ''- i-�.� v � El.. 37 -Zil I COM FACT RO , I � ,.�� . . . •�- F'ram,I_.. 5 b ID E ALGER AND GUNN RFFER TO 5PM5.- PAf 7M FOR TYPIC/AL5CHEDULF5 DET',;J ARCHITECTS 396 MAIN STREET HYANNIS, MASS. 02601 A',` . _�.,�'Y1ON5 ;A\Dl- l7-I C� 5, JOB NO. .AFE "OLD TI MEt 5U I LDi NC,! No I2e7 �,� ' l•_ No ':3�►1 � ti4AIN 5TREET HYANIvi5 MAS P,�NUSET-i✓ !, SCALE: ; 4!,= I -�' REVISIONS: SHEET 4t� °f DATE:JAN. IZ, 1q77 • A 7 � CONTRACTOR SHALL VERIFY ALL TDRAWN BY: OF 27 DIMENSIONS AND CONDITIONS AT SITE : Y 4n q I I CONG P,yEnM ' r , o Yr. f3�oAR��D � _•�___.�r. �UF1N r I -- ---- - - 8- - -- MASUNr?Y LUCK -'- I 7T I I r ' r --___ ___ P Ca I � • _.I f3 per_._....,._. F p I .. -�y X - ---- I : , II r , ( I I , _ - I I -- ---- __- -4! -- --- — 4 V1� - _ . � � _ 4`V'NY� - ____ - -- - . ..._ ._ . _-- __ ' --- _� --. L -- --•---_----7. y_ .._ _ - . _ _ _ __. - _ _.R•_ ,____._ GY' '� - C;yP 150^RD FIR PROOFING --- -- UY PSD FIRE r — - - -- - _ --.- - - - + , NKY F.J.±0�K ----__ '4'dam -+--. rb - 1 , _ -- _ - - - _--- -__-— _._ ._ ------- w 4 VINYL. 13A5E 4 �11V L ►'5A5E OTH D K .q, CK? SELFcpC7f D LAM i LA5TICTOP _ w .AM. PL•^771C JN T 5 M IOP w I/1`i n(T. AL PL(WD— 2 O -- r �iELF> DGFD I..AM, PL TIC POSC�JNT R777" y ! 1 I ____ j 3 x I%2"F51RCN r� 5fRCH- : _ ---------- :ry. - - _- ! _____ clv=eHEAD . Mr3 v�f;�C: -- _ _ _.._. � M 13 w 5G � ._ _ � - -�r-==_1•,�t} - _�__-=�_ _��. /4 T E 'r /4"TEM Pi �YWD n � MP PL• r - __ �R L ET _ _._ . - - - - -----_- ----------— .— - ---- - - - Ys" /z"x I _ y " � 3/� Pj � - N1'f� � T�I T r) -i-- _ 1 _ --, rF I� �- � I / - 1. R 1 ITIVN -- _ r 2 X .__.._-__. _1, I34TPLYW IAD,J SHELVING t // - -- - _ 3 ��I I I%2'-7 14' 1'/ '� i4w 1y2� i4"; 5• m I -t --1 -- -- _ 3 I �8¢'Hf �0 ';7 I II —_ - 1 i - - ' 6�PAC.ES @ 14" 2@ Ili' . . � � � � 1 I � —� i . �--- r r_ `yT L ST"I-A NC HG R �}.' y ( I 41' v -T 4:' v �.� �,, --- I IIZ"ExT.AG PLwD :.�J�Ji \ f L., li '�I 4'-oIo.r_MA)( c,AST � �I �T ` ' .��-QI�RR� T F.. _}- 1 Q.T. COL)N-I-�I INTpFLR `7LA1'� — I FRONLP3A5C L"tI � SECTION 5-6C0JN7Ef� ^ bE NORTH t5F� EST •� UTI-1 � ,� T_6 H' NOF'TH_bI E�,�T- �� J Sc�IJTH�:� K �' E � �► L' 51D 4" VINYL 'J `7C--�. v I I i U i� f N — t - - • 5FC i ION A•6 5cAL� : 3/4.11 = 1 _0" @ CC,�UNTINC� , 5C. 3/¢'= t'-v° 5 E CT I O(NI C• i I , _ - xt ---- - f3D --- - - - m_ K,tS rt -- - ,E M3 w 5 i - yh$Lv N �i } I �� - t-- �I OCK N I ._ 4Nx '1 MID-50UTM 0\115 H D 1 I -- __ - --�i -- -- a Y� f — I L_:_�_ � r3 D, MIRROR. p5r'CACE TOILET °� f Yf rgD lRE I _- I t I — r/d- P. I LAT= CAL. I I p i I _ ---- D. TOD L T "a\ T UN� f - = . - `�_ CiY, :,3D F le, - I Jf Fc ti' I � - - . •rl.n`�T iC o05 f ep- ' LAM. iP G POSTF -Kt�fED CDuNTErC - - •;^I Fc';f�'M�DcOuNTEI I r j i I I f, 4.5 IT L=E -- Q,.iA\RRY- �L �1J . - - QJP�KKY TiL_E t Yt,. F /'�`>E n 4 u,NY1. A?E ! ry 4• 1NYL`�A`i ; .� 'VIN`r"� 4 VINY FSA51: �- _ - - _ - L_ I NORTH - 6 M V�I � ST- c� N I �OUT' H •8 O �,�,ST• 8 P NJF?Tr-i•8Q ✓�J ��T• �: � j G ' I G ` "' � U�'"H•� 5 E��T-u T NORTH•� U A ,�MEN C{AUNT N � CiRC �L. 7ION MANAGER M N o io q 8� 7 6 5` '�1A�UNRY f3rOC _�K _ _ �-- G-IYP P�DARD _ _MP�07`1 `ftG� !�.. _. - ± C�YI' 13f�. %4"TFMr- PLATE , .u__ P. I'L.'�TE �L `�`2 4 I - .______. ,.._----+----- --- __•,— __ __ _ �4•�n (�j _ __ -- la1.A55 5EL_f` ICE I C �.._ -a A5 T I C TOP I - i L�M PLASTIC COUN F—K TOP I �51RCH 3 /4xi8 5TL• 5 FCAPANCHOPC'~4�-o G.0 AX �A T INTO 1 - - -- i N I FLKSLAf5 'I - -. 1 , F — ' ' I I_.z.•.--- �„ VI __. _._..- �-p' I� N'�'L 4vI�Y� I�A�E 4"V„�Y_ r3A�� , 4w I YL. NYL 3A -�- ✓IN PkA`�E --- l L Ni O RT HI 8 Y 1 I " r W E b T• ,� --- --- - ----- -Y-Q Val T- V 15 O IJ T H - W E T• 8 X CIRC ' L_ATI �Ni U INE 5 J f3 5 S � CIRCULP.T► oN MAINA�E�I --� - �-�- - Mi°�9O'NRY I2LuL+ _I �--- EX!5TiNC� — MArONRY .I"SLC�GK CaY FAD FIRE __. 1 I'IM0 FINCI _ YP IUD FIRE CTYF' Fop FIRE G /4.TEMP P� i - �`` C�`'f* i3D FIRE! + , f'ROOFIf�IG7 - �` `�A70NRY r3LCJC,� ..,. i �ROJ�INC� y CJLA55 `IR5T FLOOR INTERIOR ELEVATION C B AL AND GUNN �M. PLC lC TO - 3 I P i / , °,Da1 / FLYWG - - -- ARCHITECTS �,l �4 PARTIII~ FORTY f L t�EDUI�S D�TAiI� , 3/,4! tf•-_ i- � �' -: ,: C,. . 51-t��VIfVIC� W j/ I -,-- ' _$--- '� � /" �., I r �•;\: i t5ll:Rr PLY{�.IIQ. I 39 HYANNIS, S. 01 ►� T444 �D4E ---- _— --_--�. __ - --+--- I STYE .. _ Y .. M M[�IN ET S 6 ° (' - vfNYL f3A -_ - _ N 4 VINYL ' ` t _ AI. vtNYL r4�' NY_ gAjC ��s`� u - , '< _,., _ ,_ •I -�—r � II II�1•Y Ak � � ��—' --- ( +L�� 1 r r��f� ��"t' vi i�{.�. �i✓�� I I � ' �'.1U ) �I� i �._ i� .d 44 v I_ ✓_. T �. C t3n5� , r � N©• 1301 P MAIN 5T`?E'"T -,YAN I A� 8 Z A w w A� 18 13 � � r�� 5 M SAcrl U�E�1"5 11! �2� 14' 4' 14 4 w 14 14 ' 14!� l d,' i�" I:2 � rya s• � � �, �b�13 J�. �a l I II / SCALE: /41 1 -� REVISIONS: SHEET i - ♦♦ rr •, I" 11 11 �• II ,♦ N II -_.�-J•j�� D� �y1 I%z" I�Z l yz' i%2 I%2 l y l yz� i%2" � � , .:. wF i'.�rrff" ��, -... _ ��'''^ • DATE: JAN. 121) ia177 CONTRACTOR SHALL VERIFY ALL DRAWN BY: ^\C- OF 27 DIMENSIONS AND CONDITIONS AT SITE ----- ----- i..I1pTH OF TRENCH FOR COLUMN 13/\yE P!_^TES _ _ _ , I I '- ol1 i ` - -- zoP_RAT I NU SIp , .0 RE 7T1-7I— TO F5E FUR N �f qEN CONT. --- -- 5 - �e r - -- - � � - 211 �n '�111 �1uI �---- 2%2aXZ/Z' x/41. GUK(3 I -t E t 5 E �T �� W�� -- 1__ _R---- __�iT� --_- I---- -- - - — A l � TRACK TO ICE FURN- PSY CaEN.CONT � ' - -- - - _— --- --- - -- — --- EE OT L.. - - -- - - -- ----- —_ _ R _ _ -- _ __-- -f `=E L ROOM ----- -- ----- - - - _ "/4 -- - - - __. °Z'x 12'o P N' ,• -- _ --- -- -- --- _.�- -- .�- __ -•-_ �` - , II , , I �y4'n F L-DD Ie � I u -t-- J iz'x I Rv�y� ,. -- - - - - - _ - _.. - - _.. _ _ T2 _Co x� .�Zu x 3�Ilo'l STEEL FLOOR "LATE j T - Q / Y AS , IC SEALr7--� MAS I IC c)`AL-- ,,y GAG•lWI�w v,F ��A(s ovER �1( Z �; M /°�� ' I �- F Lj R N =�H._p Y OWNER I l N �'T 5 MP R� FI!TAR I— 0 _ —_-_--- --_ — — -- ---al.r T__— — I>L a Z Y — - -- _ U I M I li I I M I I �E lT TN IM � '- � ' ZE55 TR �R PI 7 7 I-i 17 7 7- 17-7 8'1 (o 4/Z TEN51 N PIT - ' -TEN51 N PIT 4'T I-INfF f9LAb �N X _ v= XFO° I`2U ATI W I I U L_AT I U N O ' IFiF3RE JNT. FILTER 1/2 T ASP AI_T IMP �/ -lo y 5-1op 7-o S •lo } 5' l0 y-o + 7 .0 5•to 5'-°o , 3 7/z, �j C Y•Y - - -- -. CUT!- IRON TO C,EAI�_ — � �- TIN 5A5E PATE - 5C, 1 BASE1 Y 4 -0z w pTi-+D OF TR��CH r'UR CO'C✓�•-�MN 13A7C SATES I i O PEAT,. FLOOR PL-Aly REED �ooM PLAN VIE ' OF �'�, N FED �'IT 5'-GI� 5° - �' - I T- � SCALE 31/b" - IT O" t -- - - - __ ' I - -- - ---- _ - - - r FUIURE 1w I D-"H OF T---- F' T RAN R II � -- - - - - -- - - --- - - - -- f �- - f / 7 u I , MA`7TIC ' If FLOn ROO M IMAST►C SE,�� /4 2%° T R A T;,�JC. '' _ _ _._ _ 2%2 3/4 ! R- - ---- p -♦.. I i F 2 -- i z RAIL -- -----r-- - -- --- _ —_ i FOUNI�'\TION 7 ' I`)OLATION Q i Cp/4 C4R(DUT i�iCDt°�T C7N 1411 ' Z Y �� FI;RNI'7HELD 5'TC EN. CUNT, / C�TEEL IsLOUR PLATE'? - - - Jj ��. 5 E.CT 1 ON Z- .Z FURN1 H�pp E Q 5; _ ;LOOK PLATE` (A\NC;LE c?71FFE•NEK ARE y7_=(. �Af_ O i.1O° I I °- iO'Ii T t U (ANGLE 5"fiF�GNER�i ARE IN7EC�RAL 5C . I"_ i'.p� WITH P'>...ATE COVE) \ 5 i 5 , -� wlTf-I PI-A7C- � CJVLR,� L-- -- FuRN15HED 5Y OwNEK PAPS.F ROLL 174 II II n I p .- Ei �- 2°- i a t- 6 Z ' II/'2 I ST >R,'�CTE L�V�� ° 3 II _ .- gyp 21'xYA!xA C TIE ,---CLEARANCE fYOR 4- --- s -- - , - } 3;-4 8/4 63t ---- -- - RE L ROOM TO IN4 u ((�'') TRACK DEPTH -- I II PAPER ICJ�� R!'1C K ----+'-g" -- � I - CUR3' TeJ P5E P UKN it�E w i SH M U �r-tANNEL 17 Z � I' FLOOR 1 II (FURNiSHEp Y C CON'r p I -RE`�'_ �Fv M r-'�R. py CTEN . t:t NT /4j F5 Cl ) b 3 N 3 r '�" —N 12 TR. E Tot° of"* 12 RAIL- GA• I \ i ( FLaRN15H D 13Y c�ENZONT) - ;�. i Tor OP -- - - - - - - - - - F ANo�T,ON - • _—• — -_— — — - — — -, -- — — _ S�GTi ON P - I 5 EC710 D p F3 ; 5c . 1' = 1 -0 I I N I I /Zwx 1°x Ip STEEL i5LOCK' r-u�.l.. &%¢' CaRoL T I ° I. Z ��f2 - --------- / `•- STRENt"aTH l,.l`LD TO RAiL ENDS __ I`URNlSHEp PSY OWNSZ --_-__ 2•."v/ ____ ('APL=R ROLL 5T4RA�E� -J COVL'R FURN1e7HED 5Y OOWNER .17%z11__ 'IUNiSTRJTI' CONC•PCETE INSCRT# 1'• 32600 WITH 7Y105 "A11 ---------- --___. _ _.____ ._---- ___- -- ---__- -_ _ _-- WIRE MESH REINFofZcEMENT Fom t s u 3 cUK5'L"To ISE END CAPS FJRNI15r1ED 3Y DwNER UN15TRUT5 IN THt`7 LOCATION REEL V M 1= K t i2u-+r I Fl11CNl`iHEfJ P5� GEN CON . i2 p p FURNISHED F3Y � EN. CcDN•T'. L"'v-` ' ROUT L.OA D ► \ X• `� _ REEL ROE7M PLK. LEVEL WIDTH OF TRrNCH -F•OR_ C-0: JMN A F PLATCS, i I ''Utl 4 5'-lo" � J ftJ ------- ---- 1L : 3'- f1 �b11 -- - - 4- - i 5/bp I � 4 P`UTURE SECTION '� V FLR �L-EVIL ! - /TR1ACrC _ a / 5C i _ I '-p i4 3%�1134! - 3 'TFMI'UKAKY CONC FII,;, R��CK F�ITURE T 1 - ----- ; Rfa ININ( ORTION OF F3A5E �_____.•m._- ,- i T -- AJD�T+C?N. _INS RENCh I ! I PLATES TO 5E '5ET IN CONCRETE -7- I TRANSFEfZ P'iT DETA i L5 U5`7 CANSFER I�iT�i FORMED. GJ 4 �.. I Ni �►------ -_ _-To -`3ff- SuPPLa e D--5Y____------ � t=ouR ) y F r 5C i _ I o I I°x %211 x � L CUR (C O NC FR� E F J tR N 1'•�f-1 D 13Y EN•c.L)y T 2/2 2 /4 � �I�NUFACTUREfrt _ JJ q p TEFL F_-R. P ATE TO rat FURN15t-1ED f3Y EN•CONT. - 3A5E FLATS ; DRIVE 51DE OPERPlT1NC, �71b-, /4 5 L Cl II I II ( I) ( I r -- FU iSHED �Y OWNER 0�4 - �i�� 5TEP'NO. Z• I ---- t- ' F3A5E flrATE5 TO f3E ROUTED �- _ . I 'ON-7HRINKCy.�fUTAf=TER . C`OMP-ETELY RL ROOM FLOOR 1 ' II W - /4 j% RECTEp HAD F INi�t EVE`.. I°X I"X 3/ 4" LI RON TO PE __-- -- ) - - --+ (GROUT, FURNISHED 13Y CiLN . CCNT ) WELDED TO L CUR5 FOR - - - - - - -- __t _ _ --- lj , • - -t 7 --- _-- - - \-- - - - G UPPORTiNC; STE _ FLR. PLATE I = d � � � � V � u I 5 E' - ; rt TRANSFER CA L5 a 2/2 xZi2 x /41 LIRG�N TU f3E r-URN15HE? j I i, I v L.CJR(3 TO t�E f3Y CrEN. COIN - _M = i .� 5EE TRAN FER RWCa =i �I ISOLATION - �' IOLATION FURNISHED 13`f - IDETAI ' AEI 1 D`TAI L, A9 . 2 N �. G;RVU ' HaLE7� I f a ' - - C . . CUNT. LT T Ho I* _ - • . _ ---., . . •. . . • Tc7P OF ,� -- • ; , •, •, TOP OF FaUNDATIc7N SL,A3 --t - TION 5 r3; a a EELt�M ENStON PIT ! I FOUN DA LA -1 4 . . Q � u Q u� �' r>=- a � 4 v a <, 1 v I 4 4v p • d o - o u G• � '� �, 4 • , ALGER AND GUNN R . T OADINU TRACK DETAILS I - _ I __ N - �- REFER TO SPECS PART�I FOR TYPICAL SCHEDULES � DETAILS I 4�' �#- 5T_CL f AD -_ __- 5-f pWN_rZ - - i 1 i i I I GL�ARA GE � II ARCHITECTS JOB NO. 1 6 ,I/Z.M r' 1b �211 396 MAIN STREET HYANNIS, MASS_ 02601 ALTE�AT I UN!) ADD IT C)N S FOR RA!L. T P I O. N x w°r;.1)^"p ,, / \ - -- -- -- - 25 � " I 20 I u 5 _.. -ouNr�A, ION I LATE` E � <<, `�� =• ,,5 '� i -- -- - -- t (FURNI'7HF_D 5-f UGti CCNT. ) �;;.' '` .� `. CA� COD TIMES f3UiL.DINC� TO f3E CaROU i ._D IN ✓J iTI� NON, HRINK ; � I w. 1 'C7' � :: II �ROi T' CAUTION GREAT CARE i7 TO i';E pt 5 :` . LLF. i , m-a 1301 �' ,. MAIN 15 \EET -• I-1YANNI5- MA55ACJ'IU5F_TT5 i7 i`y iN THE `55L ECTION PREPARATIvIti a�. \\ A3s - IIy SCALE:A'j NOTED REVISIONS: SHEET CC STAL`ATION OF THi�> MATERIAL . IF IN DO AT E ��5g U + -?-'•''-- W w CONCiU:-T MANUFAC.TUREfC R�PRE5ENTATNE SEC7' 10N - ,t1 I ~ _.� DATE:JAN. 12 , 101 77 SIDE EL VATltDN Sc. I%2` = II_OI° � '� 9 (END E�.EVf�.�'10lN� ) 5c . 1%2 I'-ol' CONTRACTOR SHALL VERIFY ALLI i DRAWN BY: 1'\G OF 27 -_- ------- ---- --- _-._-- - -__-._.. DIMENSIONS AND CONDITIONS AT SITE Provide Additia/7a/ DO�YC/s equal to For Depth of Structural Slab 50% Arco of Noriz. Stee; but and Reinforcement see Plon Provide Corner Bors all Soma Size os Main Noriz. Beams �' walls #4 lz Space Dowels adjacent to A/t-erngte GENERAL NOTES 36d t-loriz. Bars (Approx 6" clear). y Flush Joint ?i FOUNDATION STRUCTURAL STEEL l�6 Min. lid \ l� 0" Bev Sede� o Min -A 1. FOUNDATION EXCAVATION AND CONSTRUCTION SHALL BE DONE, "IN THE DRY" , AND NO 1. STRUCTURAL STEEL SHALL BE NEW AND SHALL CONFORM TO STANDARD SPECIFICATIONS 45 Add l CONCRETE SHALL BE PLACED IN WATER. FOR STRUCTURAL STEEL A.S.T.M. A36. D. : O. II ----- .. .D c• - . .. .. . . . ,. ... . ...... .•. .. a ', .... . o`::' 7." �' OF STRUCTURAL S EL SHALL BE IN ACCORDANCE. WITH THE .�. : : D, D. ::•.- -b ��fl.'i' .'' - � .p -o 2. FOOTINGS SHALL BE CARRIED 6 INTO UNDI✓TUBBED SOIL HAVING A MINIMUM BEARING 2. FABRICATION AND ERECTIONSTEEL C o, P. V CAPACITY OF 3 TONS P.S.F. OR APPROVED COMPACTED FILL. LATEST A.I .S.C. SPECIFICATIONS ADOPTED 1973. JD . . �: � 1p �. 'D: � l�- 6' If 6 3. IN NO CASE SHALL FOOTINGS HIGHER THAN THOSE ADJACENT BE CONSTRUCTED FIRST. 3. STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF PAINT. SEE SPECIFICATIONS. For Walls: Stop Horiz. Bars - - ` D. These Points °: `� z4d z4d 4 SHOWN _ �� 4. WELDING SHALL BE OF THE ELECTRIC ARC PROCESS AND SHALL CONFORM TO THE A.U.S - - -- For Grade Beorns: Provide ,' - - --- - -- - - . ELEVATIONS THUS: 31 -0 INDICATE ESTIMATED BOTTOM OF FOOTING l -O Min. /-O Min. `-Vopor Barrier ELEVATION. AND A.I.S.C. SPECIFICATIONS. ,Std. 90' Nook 16d-l' 0" min. See Specifications on Mgin Tap Rcin` Stop ? 5. WALLS RETAINING EARTH SHALL BE SHORED AGAINST ALL LATERAL PRESSURE UNTIL FIRST 5. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS SATISFACTORY TO THE ARCHITECT Horiz. Temp" Rein f � Main Batt Rein f �a These Paints CONCRETE WALL- SLAB ON GROUND FLOOR SLAB IS IN PLACE. AND ENGINEER. 6. SUB-BASE BACKFILL UNDER SLABS ON GROUND SHALL BE PLACED IN LAYERS, AND EACH 6. SHOP CONNECTIONS SHALL BE WELDED OR RIVETED 3/4'' BOLTS. NOTE: No continuous placing In Wgll5 or beams shall NOTE: No continuous placing shall be ovcr LAYER SHALL BE THOROUGHLY COMPACTED. SEE SPECIFICATIONS. PLAN cxcccd 40 Ft. between construction Joints. 900 sq ft or 40 Ft In any direction. 7 . FIELD CONNECTIONS SHALL BE WELDED OR BOLTED 3/4" BOLTS. UNFINISHED BOLTS ARE 7. PROVIDE 6° MINIMUM, CLEAN, WELL GRADED, COMPACTED GRAVEL BASE, TOPPED WITH AN ALLOWED FOR FIELD CONNECTIONS. APPROVED VAPOR BARRIER, FOR ALI. SLABS PLACED ON GROUND. SEE SPECIFICATIONS. TYPICAL CORNER REINFORCEMENT I 8. WELDS EXPOSED TO THE WEATHEF. SHALL BE CONTINUOUS. --Add'l As = .0�3 A c WALLS AND BEAMS4 /�� Min. 8• ALL CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE OR MOVEMENT DUE TO FROST ACTION. 9. WALL BEARING BEAMS AND LINTELS, EXCEPT LOOSE ANGLE LINTELS, SHALL HAVE STANDARD Not to Scale- Moin Tensile CONCRETE 8" x 5/8" x 0'-8" BEARING PLATES AND WALL ANCHORS EXCEPT A5 NOTED. Rcinf. to run -- � _36d 3 6d cont thru Joint 10. UNLESS OTHERWISE INDICATED LOOSE LINTELS IN EXTERIOR AND INTERIOR MASONRY WALLS SHALL BE OF MASONRY CONSTRUCTION. (SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. ) 1. CONCRETE CONSTRUCTION, INCLUDING REINFORCEMENT, SHALL CONFORi'i TO THE 11. BEARING ENDS OF ALL COLUMNS SHALL BE MILLED. ALL CIRCULAR OR RECTANGULAR SECTION o • . : �. LATEST A.C.I. BUILDING CODE. COLUMNS SHALL RAVE CAP PLATES. ° 2. CONCRETE SHALL HAVE A 28 DAY ULTIMATE COMPRESSIVE STRENGTH OF 3,000 p.s.i. T TC�p" ` - AND SHALL BE AIR ENTRAINED. 12. WHERE BEAMS SIT ON CAP PLATES, PROVIDE A MINIMUM OF TWO 1/4 STt.FFENER PLATES ON BEAM OVER COLUMN. -Top ered Key 6 x 3 l-`5 Add'I for Each 4 3. RF.INFORCTNG BARS SHALL BE NEW BILLET STEEL. CONFORMING TO A.S.T.M. A615, 13. PROVIDE TWO 3/4"0 ANCHOR BOLTS AT EACH COLUMN BASE. L GRADE 60, WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A185. of Concrete Thickness Provide Add l As (.3 x Main Slab -Tensde (Min. 1-"5 Each F ce Sfee/ s aced hot rnorc than 3D or 14. PROVIDE. 3/4" GROUT WITH 1/4" LEVELING PLATE UNDER ALL COLUMN BASE PLATES. 4. PROVIDE ADEQUATE CHAIRS, TIES, ETC. TO HOLD REINFORCEMENT SECURELY IIv /B�� O.C. - Min. Bqr Size �4) POSITION. 15. FILL POCKETS WITH GROUT AFTER PLACING COLUMNS. F R A M E D 5 L A 8 5. CHAIRS AND ACCESSORIES WHICH COME IN CONTACT WITH FORM WORK FOR EXPOSED 16. ALI. COLUMNS OF CIRCULAR OR RECTANGULAR SECTIONS SHALL BE CONCRETE FILLED STEEL SURFACES SHALL BE HOT DIPPED, 7.TNC-COATED AFTER FABRICATION. STRUCTURAL TUBE COLUMNS AS MANUFACTURED BY GEORGE H. DEAN, INC. , OR APPROVED TYPICAL CONSTRUCTION JOINTS IN REINFORCED CONCRETE 6. WHERE SHRINKAGE OR OTHER BARS ARE LAPPED, THE LAP SHALL. BE IN ACCORDANCE EQUAL. ALL DETAILS OF CONSTRUCTION SHALL BE EQUAL TO THOSE OF DEAN COLLftS. WITH THE A.C.I. CODE BUT NOT LESS THAN 36 BAR DIAMETERS (12" MIN. ) . 17. TYPICAL BEAM TO CIRCULAR OR RECTANGULAR STEEL PIPE COLUMN CONNECTIONS SHALL BE Not f0 SCa/e CONTINUOUS THRU PLATE CONNECTIONS (1/2" MINIMUM THRU PLATE) WELDED TO EACH FACE: 7. UNLESS SPECIFICALLY SHOWN OTHERWISE WALLS SHALL BF. REINFORCED WITH AT LEAST OF THE COLUMN AND USING A DOUBLE ROW OF HOLES FOR EACH BEAM CONNECTION WHERE PLATES I .00HS TIMES CONCRETE AREA HORIZONTAL AND .0015 TIMES CONCRETE AREA VERTICAL,, MAY BE MADE CONTINUOUS; OTHERWISE, CONNECTIONS SHALL BE OF THE FLEXIBLE TEE: TYPE. WITH ONE-HALF IN EACH FACE. ALL OTHER BEAM TO COLUMN AND BEAM TO BEAM CONNECTIONS SHALL BE STANDARD FRAMED BEAM WA L L) 5 L A B) OR BEAM 8. PROVIDE DOWEL BARS 48 DIAMETERS LONG IN EACH FACE OF THE FOUNDATION WALL CONNECTIONS (3/8" MINIMUM ANGLE THICKNESS) IN ACCORDANCE WITH PART 4 OF THE A.I.S.C. AT ALL CONSTRUCTION JOINTS. SEE DETAIL (THIS SHEET) . MANUAL OF STEEL CONTRUCTION. SEE DRAWINGS FOn SPECIAL B1Ull RIZACTIONS IN KIPS NOTED TYPICAL. OPENING � t t= FoOtin9 Depth For Depth of � � THUS: [20k] Structural Slab r Q 9. WALLS BUTTING EXTERIOR WALLS SHALL BE TIED TO MAIN FOUNDATION WALLS WITH 18. CONCRETE ENCASED BEAMS AND COLUMNS SHALL BE WRAPPED WITH 4 x 4 - 1�10/#10 WELDED R E INFO R C E M E. N T __ Rcinf see Plan a #4 DOWEL BARS SPACED 12 O.C. Q Q U �� WIRE FABRIC OR EQUIVALENT REINFORCEMENT AND SHALL BE UNPAINTED. Not to Scale �, i 10. PROVIDE AT LEAST A MINIMUM BOTTOM REINFORCEMENT EACH WAY IN ALL FRAMED 19. WHERE CORRUGATED METAL. SHEETS OR BULB TEE SUB-PURLINS BEAR ON STEEL BEAMS OR JOISTS, v) ONE-WAY SLABS EQUAL TO .0018 TIMES THE CONCRETE AREA. RUN BARS FULLY O THEY SHALL BE SECURELY WELDED THERETO AS CALLED FOR ON THESE DRAWINGS. rU`� d CONTINUOUS. MINIMUM BAR SIZE #4 AND MAXIMUM SPACING 5 x SLAB THICKNESS -�' ° 18" MAX REINFORCEMENT SCHEDULE THIS SHEET TYPICAL- - -- -- ( ) , SEE MINIMUM 20. TEMPORARY STRUT TIES SHALL NOT BE REMOVED UNTIL THE ROOF DECK HAS BEEN PLACED AND EXCEPT FOR COFAR SLABS. Discontinue Horiz. Rcinf" Provide, Add lnDowe/s , GROUTED. Each Side of Control Joint x 6 l9 t~ �4 11. PROVIDE 4�4 id 18" TIE BARS (SPACERS) AT AND PERPENDICULAR TO ALL TOP BARS IN Formed Plain Rods - Coat One 21 - ALL STRUCTURAL STEEL IN THE COMPLETED BUILDING EXPOSED TO VIEW SHALL CONFORM TO THE 6 II[ -Groove End in Grease to Line of Change In SLABS. SPECIFICATION FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL A.I.S.C. 1960. Continuous Strip of provide for Slippage Footing Grade shown 3 D 30# Roofing Felt On FOUndgtlQn Plan 6„ MIn. I 12. CONCRETE. COVERING OVER REINFORCING BARS SHALL BE AS FOLLOWS: 22. ALL OPEN WEB STEEL JOISTS AND BRIDGING FOR JOISTS SHALL BE DESIGNED AND FABRICATED Set //7 MQshc \ Z X Ste BEAMS & - 2" WHERE CONCRETE IS PLACED AGAINST FORMS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE. STEEL JOIST INSTITUTE APPROVAL OR CERTIFIED PROOF OF CONFORMANCE WITH STEEL JOIST INSTITUTE s M/n. COLUMNS - 3 EARTH REQUIREMENTS MUST BE SUBMITTED TO THE ARCHITECT. y TYPICAL DEPRESSED " II II II II II II WALLS FORMS - • 23 END BEYOND THE BEAM 1 IF TYPICAL STEPPED FOOTING - 3 II II I II II EARTH /� (� �� ALL STEEL JOISTS BEARING ON STEEL BEAMS SHALL EXTEND CL " 5 L AB O N GROUND ,JOISTS BUTT, PROVIDE 1/2" GAP AT LEAM CENTERLINE. � ___ . : •': .. ..• : . �. :: :� . • _ . . . Not to Sco/`e Not to Scq/e II II II II II II ' & - 24 ATTACHED TO ONLY 0STRUCTURAL E HE N NE ELEMENT AT ,•.. .:2 :. . .. . : ..,� . . . . . . . . . , . ... •.: ;. . . . . .: . . . . �. : . ' o .'.'.' RIBS - 1.5 II II II II EARTH H HE B , COLUMN. SLABS 3 4 FORMS ALL STEEL JOISTS SHALL BEAR ON AND B �� EACH END EIT R A FAM OR A 5� � FOOTINGS - 3" II ,I II II " F.ARTH - - -Formed l8 X 36 -95. WHERE STEEI. JOIST SEAT IS LOCATED ON OR AT STEEL COLUMN, STEEL FABRICATOR IS TO Tap ered KC Full PROVIDE CAP PLATE OR BRACKET. Size 5pgcm_9 by (3rcater PIERS - 2 FORMS - Helght of all ReQuirement of Adjacent Slabs. Min. Size 44(� /Z„ I 13. CONSTRUCTION JOINTS SHALL BE KEYED WITH 'PAPERED 2" x 4" KEYS. Min. Lenyfh 4-0 t Bm. Width 1 4 /8 -� ¢Lz Or L 3 CONSTRUCTION JOINTS, OTHER THAN THOSE SHOWN, SHALL 13E SUBMITTED TO THE CONCRETE WALLS S gcerS WhicheveZ ENGINEER FOR REVIEW BEFORE PLACING CONCRETE. _MISCELLANEOUS As called for I �p Greater `�"� on Plan or 6 L I 4LI orLe 4LI orL \ TYPICAL CONTROL JOINT DETAIL4�07/Z Min / 6" Whichever lyhichever 14. FOR CONTINUOUS BEAMS AND SLABS, PROVIDE TOP BARS OVER ALL INTERIOR SUPPORTS EQUAL IN AREA TO THAT IN THE HEAVIER ADJACENT SPAN. SEE 1 . STRUCTURAL DRAWINGS SHALL. BE USED IN CONJUNCTLON WITH ARCHITECTURAL, HEATING Not to Sco/e Min. GreOter Greater DETAILS THIS SHEET FOR CUT-OFF POINT OF BARS . AND VENTILATING, PLUMBING, AND ELECTRICAL DESIGN DRAWINGS AND SPECIFICATIONS. . . R NINGS FOR Control i s S ed re is ed :.,.. .'. :� -:: . p THESE DRAWINGS SHALL BE REFERRED TO FOR SIZE AND LOCATION OF OPENINGS NOTE-. Jo nt ha// be /acat whe /nd at on fhe fi : elf' �.' 15. WHERE TWO SLABS SPAN PARALLEL WITH A BEAM OR A WALL. BETWEEN PROVIDE DUCTS, VENTS, AND PIPES. ANY DIFFERENCES BETWEEN THE STRUCTURAL DRAWINGS Foundation Plan. Each control Joint shall also serve Qs a �, �'' ' D , .f � • ''L^-'-^^• ' ' �'• L� ',.• � ,k4 x 4'-O" @ 12" TOP OVER BEAM OR WALL,. AIdD THE SPECIFICATIONS OR DRAWINGS OF THE OTHER TRADES LISTED ABOVE SHALL BE Con5ttruct/on Joint e .'. e :;', �p:�!:.�. REPORTED TO THE ARCHITECT OR ENGINEER BY THE CONTRACTOR BEFORE COMMENCING Pe-w0y. Temp. Rem ll: WORK. See Schedu/e 16. AT EDGES OF DISCONTINUOUS SLABS PLACED INTEGRALLY WITH SUPPORTING BEAM 3 Two-vvoy l-ong 3 T Stec/ Or OR WALL PROVIDE #4 10" 3 -0 @ 12". �Spgn Rcinf. yP j Conc. Beam 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF REINFORCING STEEL, STRUCTURAL STEEL, AND OTHER PREFABRICATED '1ATERIAL FOR REVIEW BEFORE FABRICATION. 6 or („ Nan-bearing L I La L 3 Block VYall ' - -- ' 3. THE CONT*CTOR SHALL VERIFY ALI. DIMENSIONS AND EXISTING CONDITIONS, AND IF For THEY ARE FOUND TO DIFFER LIATERIALLY FROM 'THOSE SHOWN ON THESE DRAWINGS, HE of 5trucctupr/h5lab - i /�/ IS TO NOTIFY THE ENGINEER BEFORE. COMMENCING WORK. Rein{ see Plan � TYPICAL REINFORCEMENT FOR ONE-WAY `� TWO-WAY SLABS 4. TEMPORARy RR,ACI'JC AND GUYS SHALL BE PROVIDED AS REQUIRED TO KEEP THE I Not to Sco/e Stalr BUILDING FRAME ALIGNED, PLUMB, AND LEVEL UNTIL SUCH TIME AS OTHER ELEMENTS OF THE STRUCTURE WHICH PROVIDE PERMANENT BRACING ARE IN PLACE. THIS INCLUDES PERMANENT CROSS BRACING, FRAMED CONCRETE FLOOR SLABS, ROOF DECK, - • �'.' r. :': . :•or: .'. ':.a':;.' AND EXTERIOR Ali INTERIOR :IASONRY WALLS. THE CONTRACTOF. TS RESPQhISIBi.l~ a: FOR THE ADEQUACY OF TEMPORARY BRACING AND GUYS. EACH WAY IN �. x = / MINIMUM RE I N�. SCHEDULE ON E -WAY 3. THE CONTRACTOR SHALL VERIFY THE VERTICALITY AND ALIGNMENT' OF ALI, EXISTING _ SLABS ON LY EXTERIOR WALLS AND FOUNDATIONS WHICH ABUT NEW CONSTRUCTION, AND REPORT TO At Foundation Wall or Pier SLAB r " „ „ ,I ARCHITECT OR ENGINEER ANY DISCREPANCIES. provide �' deep Recess to HICKNESSUP to 5z 6 6 z 7 8 9 /0 ?-*5 Con t" -- l - O support Thickened Slob 6. ALL TIMBER AND ASSOCIATED PRODUCTS TO MEET AMERICAN INSTITUTE # „ " # „ '4 OF TIMBER CONSTRUCTION 5TANDARD5. REINF �4 ('a /8 4na /8�� 4(7a /8 �`4na /6 4� i4 4 (a /Z (7a /0 Maximum spacing is .3x slab thickness. LEGEND: TYPICAL THICKENED SLAB ON GROUND Section or Elevation Marks S/70Wvn t,`%US: BARNES & JARNIS sTRUCTURA!. INCORPORATED AL GRR AND C SNN -TYP!CA1_ D�� AILS GE�J�f�AI_ NOTES UNDER MASONRY PART ITION5 Z Section or Flevotio/7 Number Engineers Shect Number on which z.4 - - Sheet Number on which 61 Batterymarch St. Boston, MA 02110 _ _ _ AND STAIR STRINGERS 396 MAIN STREET Y IS, MASS. 02601 A!. FEPW +ONS 6 ADDITIONS JOB NO. Section is TAKEN Section �s URAWN Not to Scq/e �;. q 11r /o �Eaik 1 ' ARTNUw GN CAP L. COD T IM�5 bU!LDIVJG� T6 1 19 NOTE: Thicke/7ed Slob NOT required under /-metal stud part;/ions. DESIGN LOADS : « RUSSEIi �'� MA►N S7Ft� 'i NY/aN1JIS MASSAC44US�ETfS w\ Mo.1769 i ROOFS 5 P s. f. MIN. 90 �ceST�� w •.',' SCALE: As QOTrO REVISIONS: SHEET } SECOND FLOOR AND PRESS DECK I � 5 P. s. f" elt. DATE: JanuQr#,� 12,197 C013 ACTOR SHALL VERIFY ALL DRAWN BY: GRG OF 11 ---- ---- _ ---- --- - -- - ---- - ------ -- �.**. .a-« ----- -- ---------- -- -- DIMENSIONS AND CONDITIONS AT SITE �.K3a.e 2 DRIVE SIDE 3 4 Trock.s Co/ Gantry Press OPERATING SIDE A 8 C D E F G H I J K L M N O P a-6 9'- lo" i— — Gant,y Col. 4�1z EW. Top �, 2�,1 5/ 62N T for all S/abs-7 A hlor- Line of 1/3 - 0 _ Ashlar Line of Ty - - - - - - - --- - - ---__-- 9' 82 -O - - ---- - 310 — -9 8 8� , - -- 0„ --- -- Ex/s / „ , „ i „ , „ " z l -_" Stec/ Foundation l-8 /6- 0 16' 0 16- O 16- 0 16- 0 l7- 8 /3 -4 z l�olQt/on z lso/goon - W - � -- �� .I - - S/ob C cJaint � �Jaint �0 x l x 3-0 ,� dt 6 S/ab N� l " 4=� Ashlar Line of 8 E1. 37-10 - , (Flnrshed�,�lab� �" l ' " lob C 30-6 30 -6 Press Ree/ 30-6 .30- t C A A A B H Ex 1st, B /dg. '; , 3 -/Oa 4 - Oa - (Finished .Slab I b �} c} Room Arco - -- --- -- - et d "� EI. 37-Z' El. 37-z I - -- - - - - - -- _ -- — -- --- - - - l0"' )0" lOr I0 - I' n-sh k �' I ,/0„ El. 36 l I, Grout 1 .6 - 5 /O �15�- l0'" �. . . o 211 � 4 0 I 4 8 ,: 7' u: 4 O I . n• d" A. DE - / n D — — a o' 3/ 0 Slab 8 Bot EL 35` /- - 7-0 JII r -� 10' 3�1I'' 8,, #6la) EW. - D. 6 (a 12 T�`B EW. r (� v, 1-0 6NCO 1 _ - - �O -- -- - —- - ---- - - - - - r o77 to-o 11' -8 7- 01) 0'" 1 / - l4 0 _ o 30' 6„ + 8 II` 8 c Q ' t 3 NOTE: For additional inforrnatior� on o S/ob A Bo. E/ 33r " p o / 8 i Tcn5ion Pits and Loading Track in I Slgb A #8 l� T�'B� E.W. _ r r -To-- - - = '- 6 -4i � - r-- --+ - Eb - I - `u E1.37f`S/ab 3aI6//� �, -`� Reel Room see Arch'I Sheet #A 9. cJECTION 3 - — - - - - -- -- — - z I � � cb „2z 04 - - - - Col. _ l„ 4-9 _ I��" l M - - l „ 4 SeQuence of Slab Placement: -_-- - - - -- -`I- - -- - 4 -� 3Z -6 1. Before erectin Press:l 6 p Slob B of ,El. 35 -l " �, 4 W8 Cols. Slab then Slab B y t - - - W I n tc rior Masonr a� - 34-z" �'�o ``� 44" W/0 Cols. Z' A f ter Press is in P/ace: W4/l IF D 3,3 0" D v D D D r D -" _ 6 " W/Z CO/ S5,Qb C (Finished Floor� 6 o 5 - - -—---- ----Ejj r _ _ `n �� '� lop of Slgb 0" 3/ O,r 3¢ ? 70 of S/ab Iv 10 -__ /6710+ l0" 5�/0" /� 9'- 10'-- �' 7" 8" O For E/ See Plan T- / M T CIO. D :v'. __—.._—.._-_— •. ... .. h 70 of Slab E1P37 9"' 34-/0 ' r ELp37 9•z z �o 0 34-6" C h . Lowest Slob El. - �j G.J.* I,r 34,-10,/ ,6„ ,4 ,� Exist Wql/ "� as shown on Plan - -- -- O - - -- - o 6 b F F 6 0 - -- - to Remain .'O .'.?. l0 /0 ., YYd Cols. except K-h 0-4) *Fn do ( \� 34 Ll0" 30'-6`t /2a::, Wl0 Co15. Typ' % 4 i l� !Nl� Cols. Wall any 3/=0" xist F v O F o o Top of,$lob 34- 6 \-Top E t b:`: Remo e Exrst Ft os' � of Slab III °• rch'! E/.-see Arch I `O 9 g 7 j --___- -_ 7 to Remain re d to rovide c/eorance f1� Typ. .- ee for Ne P Pier - o .34_10" 33, 0„ Pack New Concrete -- - = - O 9_ 1?-' 6"- /0 63 - E _ /0 35 -z in Solid Contact with :. -- - _ �I �9-0 3 -0 - - __ - - F �� Bottom of Existing Footing ct� Excavate below_ TYPICAL INTERIOR ,o Q k Exist Fndn for �: : o WALL FOUNDATION F F F Ncw Footing 2/ 0„ 2/ 0„ � _ 30 - Qo r ' TYPICAL SECTION THRU NEW PIER -� �� z 34- AT EXISTING FOUNDATION WALL — - Pocket for Hin9ed- -- --_ - '0„ 3Z/ ,/ Msry. Wall Lip Dock Ramp -- -- - 30` = „ 10 - -- 10 Sca,e: - /1 O,r beyond „ d F F F F F ----6-� - --- - Top of Slab - - - - -- rr, A El. 37' to ,� 1 , 30, 0" I i i F 30` Oe 30, n,r �I. I 0 „ o r-- .' ' . '•.'..d'.' � 5 rj II i • ' : z'-o" �ELS� 5 el Fn. Gr 1 " , " I r/ 1 u ri 7 I n .. l -0 17 0 /Z-0 30- 0 /6 -0 /6 -0' 16 O 15 -O I -O ------- - - Roll Rm Fl -_ - ==_-- .d: .•. ,-. '. •. o . ..,,.•. :.•. . -- - - ---------- --- --- ----- _ _ E 1. 3 7-z Slab C ... . . . .. .. .. . .. . .. . . . . r B5-0'r -- --- - -- --- - Recl Rm. Fl. a`o IF Ashlar l 141-0„ -- -- - ---- - -- - ---- - Ashlar mil. 37 -z" Line Line H I J K L M N O ?`4 Cont. „ ' . ... '. El 36 / o See Plan � for E - ti ;. . . FOUNDATION PLAN slob B o SECTION Z Sca/c 8"_ l O" /-p' ' 6-¢ ;.:...''.:. Sc _ l-0 NOTES : Floor 51ab sholl be 4" f-hick "concrete ' laced on corn acted rave; and reinforces' Before costing pocket contractor is to obtain with 6x6--VY6xd1V6 WWF. p/aced / clear fro top of slob unless otherwise noted. I " 51ab C verification of dimensions from Ramp supplier Top of slab shgl/ be E/ 37�l0" unless otherwise noted, or as shown In Scct/on ZZ . All pie;s and footings qre centered on column center/i,,es unless otherwise indica -ed. See Foot,ny Schedu/e fhis sheet for reinforcement. All conl-Inuous spread footings qre centered on the concrete foundation ao// above 1 FOOTING SCHEDULE- and extend 6" either side of wo//. 3 Provide pockets in top of foundation vvolls for columns. SECTION - S1ZE REINFORCEMENT PIER - LimitS ��f slab e'epressions shown on plan ore approx.%mate. Contractor is respons,b,-_ TYPE REMARKS for- e,racf location of break /,�nes to accommodgte orchitecfural feafu�es such as Sca/e: z �0" N-S E-W DEPTH N-S E-W SIZE REINF. - _ door a enings, parfi tion boses changes in finish, etc. 1 " 1 �I ,� r 4-#5 VERT. Control `joints shown on p/on thus: C. shall be consfrucfcd as detailed on A 4 -O 4 -0 I -3 5 - 6 5 - 6 I �'xZ0 *4 TIE5(a� I� `'hc-�- S-l. Control Joints to run up thro gh the masonry wall above except as noted. -- - -- --- - - - - - --— ------ - B 4'-0" 4-O" 1 -3" 5 `6 5-*6 14"x20" DO ---- ---- --- -- --- Mak e Joint under Threshold C 4'-0" 4'-0' 1' -3" 5 -#6 5 -#6 10"x2d' D O W E_x tcrior ' Masonry Wo/l E.W. T�'B -- ------ -- ---- -� /'-0" D 5'- 0" 5'- 0" 1 ' - 0" 7 -#6 7-46 I6`xI6" D0 Top o f Slo b_ ---5 e e A rc h'I D wgs. - ----- --- -- - ------- -- ------------- ---- F L 37� l0 for dimensions E Z'-6" �'-6" 1' -0" 3 -*5 3 -#5 16'x 16" DO Top of, Ret Wall .. .. E 1. 3 6-0 - -- ---- -- -- -5ee Plon for Top OF S/ob El. - - - - - h '' F 3' 0" 3' O° I 011 3 #5 3 *5 16r x 16 DO - - l - 4 at Each Nosing - — Low Point - #4(a�lZ EW. E.F. _ G Z'- 0" ?' -0" I -Ou NONE NONE. 16" x 16' 1 -115 VERT (a� Grate - / �} EL 3 4'-4„ - Fin. Or - - - --- - , I # # ,r 4-#5 VERT #5 � /� #� - Dowels �, - 4 -O 4 -O I -3 5- 6 5- 6 I � x1444TIE5 aC� IZ H 2, o„ 6 �t 1. 1. 6„ o match :. : ; 4�/� E.W) E.F -- - - - >' \ e _ 141:. - - : BARNES & JARNIS STRUCTURI°�L See Plan for 8" Walls — For Botf Ft o ": INCORPORATED ALGER AND GUNN El. see Pla Bolt Ft El. Eq. od Engineers _ .�— ____ _ __-. _ - b(narI q SO l 61 B tt A 021 Q ARCHITECTS ld To rest on go FOUNDATION PLAN EW, T B --#4ia�; Center n i a erymarch St. Boston, M 1 396 MAIN STRE T HYANNIS, MASS. 02601 ALTERATIONS ADDITIONS JOB NO. ��Y' � SECTION 2 TYPICAL. EXTERIOR CiA\PE COD TIME5 f5UI�Di = AItTMUR M a' O "- , '/ SECTION 5 09 , RUSSELL Sca/e: - -/-0 WALL FOUNDATION N DAT I O N 2 z WFIES• M. I ,. /,. MAIN 5TREET HYANNIS MASS^CHU5ETT5 Sca/e: z = /-D Scq/e: = / -0 �c �c/sT�a�'\��'! SCALE:A5 NOTED REVISIONS: SHEET AL DATE: JMI. 12, ig77 CONTRACTOR SHALL VERIFY ALL _ DIMENSIONS AND CONDITIONS AT SITE DRAWN BY: CRCZ OF 2 i NOTES: Top of steel bcoms shall be ol- Fl. 47�-/0" unless otherwise noted thus: (0' 0"). Second Floor Slob sholl be 4" concrete slob on Std. Cofor unless otherwise noted. Top of slob shall be of El. 48 .Z" unless otherwise noted. A// 5/-ee/ deck shah' be smooth /6" sfec/ plate with non-slip applied finish. Bolt deck to structural members (flush bolting). tl'8 For notes yoverniny framing connections see Column Schedule and Notes 3 8 on 5hcet- #s-5 and Ocncra/ Notes on Sheet 05-/. Ridge y Sec sect/ons for miscc//oncous shelf ong/cs) clip any/cs, brackets, efe. - - - - - - - rcgU/red but not shown on plan. All Cofar slabs arc 4C.Z0 shown thus: unless otherwise noted. The "4` desiynotes depth of slob; the. "C" T-w/res" and "Z0 the gage. Cof-ar �shgll /7gve on end beoring of at least 3 on masonry and O minimum on stce/ qnd edge bearing of / minimum on masonry or steel. Sheets sl7a/l be plug welded through curved washers to steel supports of_� - _ Ex istin Wood Joist 5 Z- a O o.C. /.Z" 0.C. (Z4-" 0.C. at edge be or/r,9s). 9 38 For Cofor slob )17.Stallation detoi/s see sections. Rid e For rein forcing bar cut-off Points see Typical One-way Slob Defail .Sh.#S-/. - Q _ __ _ _ _ For oddll-/onal reinforcement required sec Plan and sections. The Gencro/ Contractor sholl provide o// 1'n1scel/017eous ong/c from1179 os re aired to s s upp art cd c of Cofor where sheets are cut around columns and 34/-6` ± other obstrucfions5 ong also for ol/ rniscellgneous forms of wood metal or M,?50nry rcguired to make Cofor Slobs "tight" to retain concrete. ' Existing Wood Joist A �a Z�0" o.c. Negative reinforcement over all supports shall be ` unless otherwise noted. ti A o B C D E F G H I J K L M N qK Ashlar Li,7c of /00' 4" Ashlar Exist B/dg. -- ------- -- I - 8��0„ -- _ l8'-4" Line ' l 8 I /6 , 0" 16` 0" I l6' 0' /6L 0" 16- 0" l7 �8u l� 0" 4"- A hlar Linc of _._ - -- - 4" A5hl ar Linc of 91 Exist old �j Exist. Bldg[. Q I � d —�/�z% -- — _ W/o X2 WIOxZ/ W/Ox,zl M I ° S T A I R 0 P N G. _ _ ►� okz �n wloxZl o o `�� OPENING o O v 8 4-0 I 8 8 4-0 -8 L1 I x o L 0 1 T - - �� o -T - 6 0 i CO - - - --- -- - -- ---— -- - - °0 C l x /5. -Z CIO x 75 8-� l x l3. z" I O x 5. 3 4802 - Z" C l Ox l5.3 / --- ---- - --- O P N G. Approx. Top of Ash/or a FUTURE I EXist Roof Plank i L o OPEN ING I ( El. 50 4-L m I r cD 4x5. ro /C4 x5. ' " i -l/6 ,(48 /�6 I I ill i31 0 OPEN 7 Th is section of steel bcoms I and o Stec/ deck to be h7ccd o a f tc jpress /s_ erected. } _ __ - — -- --- � \ f 10 do `� e/ e d0 o �Rcmove these two v , do) Ste plo tc d ck tt� be- d0) beams in fu tur_ WIOxZI above rernovcd in future Z-lOa connection `� I Han er to 1 Provide bolted � 9 1(` i � II•..----- / � Z�5 K.3 X Z,� x 4 o� 4x5. 4-7-34 - - - - - do C 1 o o 16 - - 7-0 -��-8 - - . - ---- Cr / I -8 _- b C5 X115 - - -- - -- - - -- - - - - - <v W/Ox l 15 = I I C10 x15.3 (48-Z") ClOxi5.3 48'Z" CIOx 15,3 (48LZ') CIOx/5.31 (48'-z" Ilt- FCC4" Ox I . (48-�"J C IC x l5.3 (48-z" CIOx/53 (48-Z") O I �V x5 ¢ PLAN AT COVER OVER r , — n �— u n u N 9 - 5-i0 4 -ll 4 -ll 4 _z w1�x16.5 I STAIR ENCLOSURE AN-h C4x54 Sc a/e: 4 =/ -0 ib I W/OxZI _ _ WIOx 2/ W/Oxzl OPn9. WIOxZI W14 XZ6 r - 5 --- - --- - - - - -- -- - - --- - -- - --- - - ----- - - - --- - - --- - - - -- - --- i - - - - - - --- -- o -- - -- - - + - --- _ 5 �_ 4 -0 4 -0 - --4--�- 4 - 0 do 7 0 - - 5- l0 - 5 -l0 7-d 6-4 5 -/0" B Cr) L Cilr r f� o � d0 I 6 I � I WIZx/9 WIOxl1.5 i o a 7 a -C- Z_ c Inc --- - _T -O l6 - 0 /6- 0 /6 - 0 /6 - 0 - - �6- 0" l7' ' 7 , „ , y l e I a l a , � i Rn /i ou D-7 65, 0„ A,5War — - _ -- -- ---- - - -- 100,-Ba i -- - - - -- - - - - - - -- Ashlar I Line A B C D E F G H� �, J K L M DN BARNES & JARNIS ST�UCTU RAL Fi* INCORPORATED ALGER AND GUNN SECOND FLOOR 1`fRAMINO PAN Engineers A R C H I E C T S SECOND FLOOR FRAMING PLAN 61 Batterymarch St. Boston, MA 02110 G� JOB NO. 396 MAIN STRE T ANNIS, MASS. 02601 ALTEf�AT10N J � ADPITJON5 0 the CAPE COD TIME5 [5JILDINCa I � ARiMU+ GN RU55ELL ` MAIN STRELT-- HY^NN15- MA55ACHU5CTT5 NMRreES A. �• ►• � A No.1769 O ` 9oFssSCALE:A5 NOTED REVISIONS: SHEET /ONAI E DATE: JAN. 12, 1977 • r" • �. ,f -/� / �.. _,� � CONTRACTOR SHALL VERIFY ALL DRAWN BY: C RCa OF 27 DIMENSIONS AND CONDITIONS AT SITE I T5 � A OCoems. Cols Bms, Ashlor Line of 113'O" _-_- _-_- _- -. -_-- Ashlar Li ne Cont .C-3x3x ¢ 8" d" Ashlar 8„ 4" 8" s/ ' Exist Bldg. / l n l ' /l 3l _O of Exist. Bldg. 4 Anchor Bolts 4-0 o.c. below - - 8z-O -I - 7op of, Masonry Wall- Line _ 6 16- O l6- 0 6- O J6 0 8 ' - ' 4 Top of Bm, ' El.- 53-5" Bulb Tees L / d l 0 / l7 /3 4 - - ------ o - - -- t - - - �- -- - --- - - - „ Et Vor1C s 4r' Ashlar Line of 8 See P/on P „ To of Steel H.P DET. 46 exist Bldg. -- El5Z -/0 vt- \,v IOx15* (72'7" WIOx/5 (7�3" VVIOx/5 (70=1/" VV/Oxl5 =� W/Ox/5 (7z'll" / See Detail I L, tm a / ; Fasten e x 6 Stud W all to Ro of - VZ Z-8 o.c Mox p �,� 77z 3) ® Typical at All Fd es 4 o Beam with Stro similar to Det. J-P 9 DEFT 6 ti v // ' Top C nnccLion w�l _ of High Roof \ / At Exi f Cap n Exist Ms ryy, W ll _ --- W/Ox/5 (72-9" W/Ox/5 (7Z-7 W/Ox/5 (72-// WlOx15 7�-T W/Ox/5 / (,7Z//) provid - _C,5x_//.-5_ i i/Qr_ o Yef I _ S/8x54.� Coat / \ / 70 154 \ �` Sub beoms flush ! top I� \ I \ with su port b ams o Wl0 - - d WIOx/5 (7Z'-11" 1Ox15 (7Z' lI" /W/OxlS (7Z'11" /WIOx/5 (72�ll'"� /W10x15 (7�'-Il")\ -- - -- -- Cont. ,L 3x3x4- 3 A// Bracln Ls 4x4x4 unless othcrwi� noted , �°� 3 -Top of Stec/ H.P O o \ o DET I Z-8 Ashlar Ei: 5�'-lO" - lop of Cont. - - . d \ Line Q - Bond Bm. m 3 518x54.7 Cont. 70'-54" I ? �� El. 41,-l0" DET. 46 . . , 4 (72'9" INIOx//5 72'-7` WIOx//5_) " wlOxll.5 72,-7„ wl0xIf / (7Z'-ll") -- - 4 4 Wd CoL--- vv/oxll5\. - -- ") \ WBx/O o j W/Ox/1.5 5Z 7� (S / \ -� ` a - �.� o I ° emz \ k � WloxlL5 "� O O OIv / o W l,Z x/4 �� '�� > l (58"l0") ;� 4 `�WIOxl5 " 72-7' W/ x15 v 7Z-3 WlOxl5 INlOxl5� 7z3 WV/005 � - - - d l Wl x2Z c � 52-5" Wl x =1� _ -5` WI x 30: _5,/ l6 x2 Z_5„ wo o x N 5 - ,o / ¢„ _o �'- he /�H 0 ,� '1 SJ#�4L H05 Fin. l St Fl. o 5�10) L4x4 x4 N ! c O 4 / _ 0" - 1 Q � --- C6x .z - -- T h - - - - - v WQl l El. 37- l0_ - - - - _ -- - --- s `n I �� _ Duct 7 (53'6" yP" i"0" - ' -� ( 6 I ,�r TYPICAL SECTION 8 EXT. WALL JOISTS 11 TO WALL ml� 0 n � ; Rf. Fon � QZ_. � � P9 4 2� � 0n . - s do I Z 6 - - - w - Duc - � � .o-- 4,04 4, o„ 4,0„ 400 ,o 6 SECTION 44 SECTION 44 �o o ♦ �o Opng. v (5�/ W/2x l4 586) W8'xl0"� 58z ( -3z) WIZx 19 " 3 "_ ' v d - 5cQ/e: 4 =/ -0 Scale: ¢ -1-0 j - 52-7-" .S/ x3/8 ,� Similar to Section except as indicated Rf Fan 5 � l_/04 r 7 25- 64 O 2) o R f Fan �I �6�nq - - - --- -A Mar Line ---- --- 4 - - - 35'_8„ OPn . Anchor Bolts a() 4 0„o.c. 10 Cols. E3ms. -- 7 i „ I I l l I rr kU C s J�"/8LH03 4t t '-0" 4'-,-" 4 0" 4 0 4 0" 4 0" 4 0" 4 0" 4 0 4 -0 4-0" SJ#/BH 6 4-0 . 4 0 4-0 4-0 -04 8 �i (ca4'-0„ a,c. - - --� 4r-0" o c ---. T 7 14" /r Co/s. Bms.ii Cont. L-3x3x4 wall d o� 8 4 - � -0 I ¢ r� w ao -o �° Q Top o{ Masonry I I -Coast L-3 x 3 x4 To of Stl Vorics - - - P El. 53-5 aN I� C6x&Z L:4x4 X4 o - Duct n9s. C6x8. (53' )T '� 8 --- - - - ---- 5ce Plop Duct TyP --- yp" Q Top of Stec/ El. VaneOd T� ¢ - '` 52 5 Wl�x'l9 (52-03 W/Zx/4 5;9z v �, V v� o W6 ---- C5xd 75Y Typ. � vj L 4x 4x4 d provide continuous bond y t L --- { - — -- „ --- - beam in all exterior 8" WIZ � o For Elev. T. S. concrete block wolls to p p C see Arc�h'l O 'N ol� U o Z receive anchor bolts. L ' c Section A-4-A d '` p h Coast -3 x3x 4 iv N QJ O x � �_ 3 � I Top of � 5t-ee, 10 I ScedfCc/P/onst El. 5z -/0 5/`-5" Wl6x 31 52`5" W14 x e 2 51'5")E51V).W12x 16.5 52"7z' Wl?x/6.5 (51' 7A Wl2x 76.5(5 10 4 L a W/Oxzl H (46 -e WIOx17►-+ (46 -Z ) Wl0xl7H (46-z , ,� Q U T pica/ Continuous SIZ `4 4' j v Bond Beom - Top o f Cont. 4/l Br �)O_,5 6x8 x Of8 B and Bm. // 9I I El. 41'_10" _ E-4 Anchor' Boh,5 SJ /8H6 5 — " �O' _O - - /6' _0// - 16,_ 0„ - -16, -0„ l5,_O„ 1-0 17'-0„ 12_0 4 Ashly - - -- --- l 14'-0 ,/ -- -- - - ---- Ashlor Line Line °0 _ Sco/c: 4 /'-O A B C E F G H I J K L - i Fin. 15t Fl. 5 El. 3 7'/0" 11 Co/,5, ROOF FRAMING PLAN TYPICAL S�CTION- 8° EXT. WALL JOISTS 1 TO WALL 4" l_0" Ashlar „ r/ SECTION 3 Linc scale: = I _� 8 Top of Stc el NOTES: Scgle: 43-"= I'-0" E1. 58'-lO" TT - Top� of stet/ beams shall be of the c/cv0-1ons noted on the plan All Anchor Bolts to be Set in Bond Beams. thus. (0- O ). For ado'itlonal information which applies to this drawing sec notes - VY6 on Second Floor Framing Plan Sheet #S-5. * Below beams noted thus is another beam, W8x17 � El. 62-'-B" See Z-#4 7 'B 6 w/ Detail ® and Interior Elevations Shect �S-7. For X-bracing in wo/Is of High Roof see Interior Elevations Co/s, Bms. 3Com - - -- , To of Of/ Vari cs I 4 8 Ashlar 5cc Plan Top of B m. El. c writs - !See Plan - D. I Js t Bm. 4 - 0 - O„ Vert. - --- , j I Wl0 I - - - -W2/ 4 3"4 _ l -4 Channel Bolfs �--W Section + C6x8.z 4 7, �, TYPICAL ND EAM LAP Beom TY P A BO B Weld 3x3 4 Cont L C6x8 - - to End of Bulb Tecs El. 53-6 &4x3 x ¢ T ---- -_ _ _ _ -_ do w/O _ SECTION �4� SECTION I � 4 0 0 ///lox I II TO Of JSt. El. 1 I / i r _ 3" 3n , W1¢ I� Vopies-See Plan 4 I -L4x3x4 1 I II Scq/e: 4 Sea/e: 4 =l -O A(-Tap of Jost - �4.0„o.c. Mox. II --- II W8 Col. _ H _ BARNES & JARNIS 5T R U GT U RAL j II -&4 x4x4 INCORPORATED ALGER AND GUNN ROOF FRAMINCa PLt'�N ARCHITECTS ¢ x 0 5 s- Batterymarch St�ln Boston, MA 02110 Ai_T FRATI ON A ITIO JOB NO. II � 4xgx0�5u 396 MAIN STRE T HYANNIS, MASS. 02601 5 DD M5 II SJ'�lZH4 Beam 'Splice Co. side CAPE COD TIMES ,f5UILDINCG - �� aINIDII i 6 7 8 9 : = RussE�r` MAIN STRECT- HYANrI IS MnSSACHU5LTT5 SECTION SECTION SECTION 4 SECTION "was )• ,{ 'b P Me V54 SCALE:A`� NOTED REVISIONS: SHEET SCa/e: / _ / -0" Sc o;c: / _ / -O' c 00< 00< 4 f�AoNAI 7 / DATE: JAN. I2, 19 77 ♦ r ✓ .✓ CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE DRAWN BY: C R CG OF 27 —a ULUM N SCHEDULE COLUMN Col. BM. For Size of Col. Bose F Col., Pier NO. Z-I C-1 A- 1 K-1 i A-?- A_4 T-6 M-4 A-7� A-9 0-4 0-6 B-L, B_4 ForEle of Gott of Bgse !� � FOOti/9 K-3 E-1 A-5 G 5 K-6 C 9 D-9 D-Z D 4 7yp/ca/ Column Setting \ G-I E-5, G-5 M-6 D- 10, G-10 E-z, E-4 DDetails see Column Sched. �� Provide 4 doe 1.-5, K-5 T -10, K-10 F-z, F-4 -- Details f-ihis Sheet M-10, O-8 H -Z H-4 Flexible Tee Conn. ALL Beam fo Column Recess to support 0-10 1L-�, J-4 Connections shall have `Thickened Slgb •TWO rows of holes. For Slob De fh All "Thru F�'s" shall � Where outer row is i P \\ Set by Bott. of --- — � Reinforcement Butt Weld be z f�,s continuous �hof rcQ d by load) Base F� Elevofiorn see Plans /—c,5? PlywoodGusset through column erOV/de on/y onebolt LE-V E L70il lucd each welded to each face. / B this row ed -- g I i I /0 Straps lop side a// three joints S/ot os rc�uired. I Typ. /_O Thknd 510b3©s lZ-- ` Provide 3 min. Concrete REEL Roots ROOF El. Vorje�_Cn "r I- _ II _ H.P EL. 7Z - I I " where fired over on Structural reou C poured between Steel below Grade 'Z Piers or Ftgs NOTE: Whcrc P/cr 4- 6 Vert—' - All Piers /6z� N. I- I — unless otherwise Hei ht is z-6 or �x6 Typ. I 1 /es9 ehminatc Vert 4`*6 Dowels c noted on Plans I I Bgrs � Exfcnd Footing i 4 1" ! TyP I j Concrete Fllled Dowels to Top of Pier _ /z Iz 4 Column � / -OJ For Elcv. �' Rcinf. Sec Fndn. Plan oofinQ Schedul c See General Notes Sh. `5-1 for connection capacity re uirements. 3" Q Proy/de l- �3© in a Steel Strops - - Footin for Dowels MOTOR CONTROL Wlf"h .3-¢"O BOH-5 9 thru ,5 �a 4'0 O.C.and WORKSHOP ROOF Gussets TYPICAL BEAM TO COLUMN TYPICAL PIER AND COLUMN � - - ------ - -- ---- - - - spaced to meet FRAM I N G DETA I L FOOTING DETAIL Vertical Block Joints a Q I No f to Sca/e Scalc: z =/-0 u ¢ NOTE: At all pilasters in continuous wall foundgtions MAIL Roots ROOF j k Q e Provide reinforcing rods and dowels similar to those above. --- - - „x8 Stcc/ Stra p FIN MOTOR , x � j I ZA/hGlhor /6"a c. CONTROL FLOOR N O O ! i Top PRESS DECK rQ Fu/l h t. in contact , l z� z 4 /e wi th Mq.sonr , --L-46x� 6 x 0-6 / EL. 48 -z - -- - y 9- 1 z Straps Stec/ Col. c 8 o ttom L' 4 B0/t.5 - - -Z! Ax 0 5 CQ SECTION 72�'-d Qj -I�y Top of Bm. Sc ole: 4 = !-0 3„ � -,El. Varies FIN. REEL Roots FL..3 TYPICAL MASONRY w— EL. 7'- 10" -- - - -- - - - - - -- ---- _ --- — — I - -- STRAP ANCHOR , � \—butt weld sc�7/e: _3„ if-8 Steel BASE FI? SIZE_ 13x14x/ 4 / lxl4xl-49xl4x/'4-" 9x14xl o" lex14-x//0" /Oxlx0,/0� 9xl¢x1�44 /OxlxO /O" 9x14x/-O 9x14x1�4" 9xex0�-9 straps 3 „ • � -4 � Bolts BOTT. BASE f1)_ EL. 3 36L 7 A _ Wq//Top El. Top El. REMARKS Vgrle5 ; Vgries N z Plywood -Z x 6 Stud 4 Shelf x 14 x l-0 C-5x3zxF6xO-7 /9 i ' lzN „ Provide 1 i6 � "Hole in Bose Plate - - ----- — =_m -- Wpshers under oll Column �D 5 Nuts o Cc lump - W Zi '� H v Q Q v N POCKET COL. IZ- 6' 6„ Q 3z 3z --- -- 'N t �- 8- Wx/7 o b IZ Typ• � h � vi � Dim. lzx 12 x l�l � dccP 'o 0 ° o o o 6 0 (Sec Arch'I Plans for 8 8 3" V) o Existing v U v I U U U I- --•� -4 , folfs CQ Ashlar finish defgi l.) -- Future Column Anchor Bolts 4 V ------ reside Face of Wall to be drilled in. / 4 Shelf , . . '� h.'. . . . ' :n . `/ ? f� 9 lwxl-4 l'-0° I L_ t0 Tyof/-Y/ ht Roof All ides SECTION 55 DE. TAII 9 1 9 I fiti 9x x0 9 d 8 8 Cols. A M 4, 0 6 Wall " II. ' . '. '. . 4- - , Scale: -l -01-4 Sco%: - _l -0 jl l0 Bolts /0 Cols. C-/ E-1 G-1 „ o 4�� Anchor Bolts _ _ _ _ _ '� „ COL. A -� l3 x l- x l-4 4x4xe Anchor one side 6 -4 v 4" COLS. B �, B 4, D 2', D 4, E 2 Col T-1, K-J COL.. A-4 (Opp. Nand) each plank-Field weld ca plank to supports before grouting � E-4 F-Z F-4 H-Z H-4 Z-4 Ashlar Linc > > > > > be tween planks o No Piers required COLS. A-1 C-I F-1 G-1 Z-I 4" _ _ _ _ _ _ Exist. Bldg. f°o COL. J-4 similar exec t K-3 M4 O-6 8 8 Ell 56 0"g// p - 16"x16" Pier required 5r 5" -3- - - , — -- — NC �x6 16 TYPICAL COLUMN SETTING DETAIL � 40 wide PreCOst Wood stud Wall 3 z-- 4 3z 3 z ,,, L„ F111 Ce//s wi th Con c. — 3z 3z � JO x /x 0�/O" Prestressed Hollow-core 6' in and trowel Concrefc Plonk ' Existing 1t 12x14 x 1'0' smooth vcrticol face (Son Vel or equal) We GENERAL COLUMN NOTES: I Ashlar -Cont .3x4 Stec/ � A/1 circular or rectongulor section columns Shall be concrete '� ,0.c' Anchors � _ __ Bond Beom (� /8"a c. filiec s, ec/ structural tube columns as manufactured by o CO (0 gj George H. Dean, lnc.� or approved epol. See Gcn. Notes „ 4,-O„ All boom to column connections shall be "Thru Plates" � - - a � _ (double row of holes) unless otherwise in Schedule as Cap P/ate thus: z , or on Plans. Top of columns (Thru /P- connections) _� ___ sfha/l be L" below top of uppermost boom connected therein —F 9x /4x /�0" - -- - SECTION ZZ Where beams sit on Cqp Plates, provide a minimum of „ I et o 3" -¢" stiffener plates on beam. Sco/e: ¢ _ /-0 All columns obuftcd b,yy rngsonry shall have shop welded a strap anchors. See Typical Ueta/l this sheet. /'-0" 8 8 ' Ashlar Bases of all columns sholl be milled. - - -� BARNES & AARNIS 57 INCORPORATED ALGER AND GUNN � �UC I UF�\rL1 n Ii�_� Fill wall pockets with grout after placing columns. I Engineers ARCHITECTS COLUMN 1 N 5CI I EDLU l '- ff Y�I L_5 COLS. K-I, 0-4 COLS. A-5, C-5 E-5 COL.. G-10 61 Batterymarch St. Boston, MA 02110 v K-5 COLS. A-7, A-9, C 9, D-9, D-10� Z-6� 1.-10 396 MAIN STREE HYANNIS, MASS. 02601 A L-TL�R;'`�TION`j Y ADDIT10N5 JOB NO. K-6 K-10 M-6 M-10 0-8 0- 10 similar �� a�'_ �_; fofhe except for orientation and wall dimensions C��,y�f .-%,- Q pr= aRro C/ `I L C01� T I M E5 (3 U I L D I NCB , MAIN STREET rtYANN15- MASSACHU5E•.7-2 TYPICAL COLUMN BASE DETAILS � Me.1?69 G c\\v.sTEP�yS�' f SCALE: A5 N07ff REVISIONS: SHEET I DATE: JAN, 12, IG17i � CONTRACTOR SHALL VERIFY ALL DRAWN BY: CRG OF 21 DIMENSIONS AND CONDITIONS AT SITE j ' Weld Bulb Tees to Supports B Provide One ulb vvcld around al/ L Frame 3 x 3 x 4 �3 fillet welds /° /g. (a) Both Tee Each Sde of /ntersections Corners mitered Srdes p End Supports � P Connect Cross brae ng together Opening - Cone we/ded FIe/d weld Alternate Side (a� Interior � P/i I- -- � ill with � at /ntersec/-ion aver 3 Spans mrn Grout - Frame to Bulb Tees. Supports of Bulb Tee Span / l Grout Roof Construction Provide �- z"o Studs > Q Trim Pctricol each side to su art Non�irla/ 3�� Q �Q PP Cl- �� to fit Waod Blocking ___,( -'�1-11, LL i o o, �� Opn- -- c o Q c c ff, 00 See Plans �� ( Ej B.T ( 7� Stce/ Jolst or � �a \ Jorsts � U r Roof Purlin - For \ \� o Open�n9 - _- Z-84 a c. SPgcin U co 9 see Plans �� -\ \��- \ c NOTE: For approximate a� Location of Openings see Frgrrnng Plans. For actual --Provide Stee/ Shims I S/ze see H � V Drawings min. � each side ------- ---- _ -- -- -- - - fie/d weld --- Sec Plans l Joist Spcq Joist Spec. See Plans See Plans See P/ans PLAN SECTION 6 6 TYPICAL ROOF CONSTRUCTION Provide L Cross-bracing r -Provide Horizontal Rod Bridging -P/orn Steel Rods Scale. ' I -C Sca/c: 3" =/'0" in Panel between lost Cont. Top � BoH welded t-o Each Joist Chord at Not to Sca/c two Joists each line Panel Points. We/d Bridging to Intermediate and TYPICAL FRAMING AT ROOF OPENINGS NOTES: f_nd Beams. Brdgin_q S/ze and Spacing shall be All bulb tee Sub-purlins shall be continuous over In accordance with the latest S.J/. Specifications. Vherc openlny 15 smaller than typical bulb tee spac ny. three or more spans- For framing around large roof openings see detail below. TYPICAL BRIDGING FOR SHORT SPAN JOISTS Not to Scale Wood S/ecpers-- Hatch O n . l -Bear Bulb Tees Cont,-C's'k Bolt to or Fan Opng. / on 5x3 L - - -- - -- - A B 5x3z L Frorne with BULB TEE SUB PURLINS FOR SUPPORT v z- � Bolts /8"o.c. - Min. ---L Frame O F PET R I CAL ROOF DECK — 5x3' x - Roof Slab — �- -- - z Bolts eo- ,5/de of Frame \ 4 j Construction SPAN BULB TEE SIZE BULB MAXIMUM � -r TEE LENGTH OF Sz 3" - --- LENGTH 3 SPAN CONT. SIMPLE SPAN SIZE CANTILEVER �� 4 0 Erection Bolt- 4 ---------- ---- � Remove after Welding -------- -`-- T Bm. Conn. �� is comp/ete a' -Typical O to 8�-O° # I B #2Z8 #Z18 3' - 3° yP' Gusset, . -- Header L lVx wB Col /Oxg z /-O a 5ECTION Stce/ Joist 4x4x 8 mHeader 3 anger 8�-I� to 9�-O° # Z28 #258 4 WlOxl5 or Purlin L 5x5x x 0-5' 10° -- - _ -- �_ -_- _______ —=_ _ -_ _______ — Sca/e: ¢ / S-tcc/ Joist or Purlin SPocing -I 8 9,-1" to id-0" 258 ;20�ASCE Rail _ -- - I See P/an j d. 10�-I' to IZ�-O° �20¢ASGE Rail 0#ASCE Rail '�Z58 4'- 6 -_w/-x/5 -- x �I -� /Ox4 xz-O ZJLs-3x?Zx 4 SECTION 0 ' � ty1 II L l0 x �. x O-l0 II �� Lix � I�I �� I it II Header L_ II �- N OT ES: I� d -Ne ade r The sizes of bulb tees re uired for roof areas of this bui/din o II f kl I Ipl -------- - - - IIII ' Han listed above. _ I , IIII _ - Ihl Q g arc ger L k p r .\ R d I yP' Wd x l7 - I �I Bulb tees shall be welded to upportrng members with 6 fillet welds II JI i II II long alternate side of tee at interior supports and both sides of tee 3„ at end supports. ¢ Erection Bolt-Remove I II I I Bulb tees shall be we/ded each side to supporting members at roof after Welding is completed II I i Opn overhan s. Welds shall he sta eyed on beam flan e. !" 6 6 Fo bulb tees at roof pcnings see Typico/gDe t-ai/ this sheet. DETAIL I D ET A 1 L �4 - _ I) I I -Steel oist Petrlcal or e ual will be laced in a quern meet-I the Architects *4P I II L Frame II `� approval and sha//gbe grouted around bulb p tees in accordance with the �I 5x3x4 _ I I or Purlin deck rnanufocturcr's specifications. - - 3" II IIII I I IIII A 7-4 ¢ Erection Bolt - B Il - - - - ---- -- IIII A Remove after welding II I I Dolts I is completed-Typical _ T� I I I z-4110 Bolts �� 11 �JLS 3x�zx¢ R II 4 1 ix// NOTE: All Welds 4„ fillet El. 6�-8 I � L-3x3x4-�� - - - - II I i�! Removeeafter VYeld�g R = � (a�4'-0"o.c. �I is completed-Typical \\ II -_ -- et P L A N _ Typical Brn 7� Gusset F II \� Guss „ t - Connection �� (� I % , �— - r Gusset f - _ I I; I /Ox x 0-10 _ -Bum Weld II I /0 x� x0-10 /Ox4x0'JO s ci I II I DETAIL 6 W, OxlS ��, y II 4-p- 76 TYPICAL LARGE ROOF OPENING FRAMING -- - -- Con f. Bond- - �� --- - --J co 31 O" Beam - -- "� Anchor Bolt r -- _---___- _ -__ NOTE: Size of angles and d/rnensians may be modif ed with, i _ I Wl0 xl5 II YY/0x/5 NOTE_: Connections Similar to High Engineer's approval to suit job conditions. 4" 4 II L 4 II \. - Roof X- Bracing except as shown. L-3x3x¢x 0-4 4-0 o.c. �� Gusset ,l II 4 II lO x¢ x 0-/0 II U � � II II • L II TV- El. 46-1i6 A 's II ( 3.2x3.zx16 Tube Cont Bond - --- - . .:� � W8 Col.- II�� Beam I- ' 3 DETAIL 4t3 Anchor DE--TAIL E4F 46 Bol t D I� �WIOx�I ��'All 0xl7 (a) El, 47L10"� 4 HIGH ROOF X -- BRACINr II do SECTION 6 Scq/e: 4 = l� C„ II Scale: .: "_/ ''0„ Where 8"mason1-y block section is constructed after Roof Construction- - - --Connec DETAIL Chords 76 Press is built, lap bond beam rods -#z see Detail gbove together of Entire (5 masonry wall to hove 4 Vert. Rein f, 4 0 o.c. Bridging Connections Sca/e: ¢ 0 NOTE: Typical of All 5tee/ . 7"u be X-Bracing Long Span 8 Bolts ,5 c/ Joist Typical y 8 Bolt 4" Packing YYQsher f eam i BARNES & JARNIS T A -3x4 x O-3 Typ/cq/ Locate at Bottom INCORPORATED ALGER AND GUNN ',T FUC I l' T-` Weld to Joist or Beam Pone/ Po/rltS Engineers ARCHITECTS , Spac/n9 - See P/Qn SeC Plan 61 Batterymar'h'St Boston, MA 02110 396` MAIN. ,STREET HYANNIS, MASS. 02601 / ►LTERATIO `15 �i ADDITION ` I� JOB NO. �+��N�R . / CAPE COD TIME' J I i C TYPICAL BRIDGING FOR LONG SPAN JOISTS III K Y RUSSELL .� l �. �� N +I° � ;' MAIN STREET-HYANN 15-MA55ACHLJSL`TT•r7 T6 ••v no.vse o Y Not to .Scq e SCALE: A5 NOTED REVISIONS: SHEET NOTE: Weld Bridginny to lrr term,edi(7te and End Beams. � � � ;'� DATE: JAN. 12) 10177 et Brid in S acin tc be in accordance with the latest S.J./' 5 ec/f/*Cgf ns. �-_. /� 1 9 9 p ,9 P ' f');.��•. ! CONTRACTOR SHALL VERIFY ALL / j `�'� • J l'`� ' DRAWN BY: C OF 27 DIMENSIONS AND CONDITIONS AT SITE RCS -- - - - I 5 4 5 5 Col. � � Co/s. y� Bms. Cols. Bms. Co/s, Bms, J J J -Q_I J Cols 8" 8 Ash/ar O � O \ b o � Line 4" 8 " 4 /-O"" 4 /-O 4- l-ko 0 p , O rn 0 °� O 6 I Wa!1 Wal --- --- - 4 - 4 _ }- - - ----- ----- -- 4 PRESS ROOM l s /' �' Cont,C-4x3x4 - - T MOTOR B 3' 8-7 7 -.3a l3 -ll8 4 -9 - - �� 11 8 ' El. 48'-z° �l. 48 z CONTROL CONTROL W8 Co/'�� ROOM ROOM 4" Conc. Slab PRESS PRESS on Cofar Cont. ROOM -4 Conc. Slab— ROOM zxzzx4 4x3x4 on Cofar, C /O El. 46' - E1. 48-z El. 48-z EL48-z Q) Cuf bend Flange Live Load L-zzxzzx4 Cl0 1 .II: • , . ..�I: I � _ W 10 i WB I W8 Dead Load (Not lrncludin Wei ht of .Joist) _ W10 W!O I wl0 \� �OCJ f L .Z x z .Z x 4—I 3„ s l 4 x 4 Co% O Cut bend F/ e. 9 a Stiff FP- Wl0 -- W 14 - W/4 - z �Z_:��z Sz -- Ca s1de TRUSS A I - - _ Wcs Co/. -_ W8 C , SECTION 6 -4x4 Col. � o °o Sca/e: 3, - /,- O° I -J J ,rti o Q o H S ECT I O N 317 S EC-T ION 37 S E.CT IO N 37 O O Sca/e: 4 = /�0 Scq/e: 4, = / , O„ — - 30,-3,� Scale: 4 =1 'O„ d 33 -d4 7 -38 /8 - 78 , , lz � Mefa/ iz Metal • Railing - Railing 6 K 1--4 x3 x 4 o 16 5„ bm. Cols. Brns. Bm. Co/s. �' Bms. Q> Live Load - /6 7—\ - - --- — - b Goss - - - - Dead Load Not inc/udin Wei ht of Joist y E1. 48-z" .3 - 0 4 8 k5h/Or 4 - O 8 8 4x3x¢ VYaII !_ine WQ// O� L-by Goss C4 OPEN - WORKSHOP MOTOR CONTROL �i WORKSHOP TRUSS B C/o C10 /� ROOM z separation 4/ Con c. Slab ' 4 "Conc. Slab ' Conf. G-4x3x¢- Cont L-4x3x4 a o ` on Cofar on Cofar El. 48,Z, E/ 48'�" El. I SEC I — T N In/ � 0 Sca/e : 4 u /---7 // -------- / /" ll¢ / 3 a YY8 Cv/ W8 COI, � I W I l l O_ - - - - - 15 -08--- z-lie /Z-4 — I - ° Wl0 --- W I Z- I I L i ve Load Dead Load Not inc/udin Wei hf of Joist- --- `� SECTION 37 SECTION 5 — - --- - ----- - 7�� - Scale: ¢ /� O„ Scale: / , 0„ i TRUSS C LOADING DIAGRAMS I 3 5 K Z G E C 'A Sca/e : 4 I \ 4 � I I WIOx/5 Wi6x40 W/Oxi5 W/Oxi5 W/Ox /5 W /Ox15 W/") W10x15 VV/Zx ? VV xL7 VY/Ox75 WIOx /5 WIOx/5 W/Ox /5 W/Ox /5 � -zJL's - 3xzzx4 �JL's-3xzzx44 x - -- - zJLs-3xzzx¢ /X\ i /x� / WBx/7 W&xl7\ / W8x17\ / W('x17 \ Wdxl7 Wdx /7 W8x l7 W8x l7 W6x 17 \ IN8 x l7 W8x/7 W8x/7 W8x/7 WBxI-7 W8x 17 \ h--i // ►--1 H H �--I \\ I----I // c O \ � � Wlzxl4 - - -- - ?JL's-3xz x4 / DETAIL 6 / W xl7 W8xl7 I , 9 \ ZJLs 3xZ� x4 — Wl0 x l9 \ zJL'-5 -3xzzx4 X --zJLs -3xZzx4 x i DETAIL 7 /W/Oxl7 W/Oxzl W/Ox17\ Wlrxzl \ WIOxz/ W/Oxz/ W/Oxz/ W/Oxz/ W/OxLl \ Wl4xz2 W/4xz6 V1.1/Oxz/ Vb'/Oxz/ W/Oxzl W/Oxz/ \ Nc w ' WEST NORTH EAST SOU TH All diayona/s shall be 3zx3z x 6 st�c/ tube field weld ed to structural shapes un/e ss INTERIOR E L.EVAT I O N S ofhcrwise nofed. I q / Scale: 8 = l - 0 BARNES & JARNIS 5T RU CTU fR/°\L INCORPORATED ALGER AND GUNN M15CELLANEOU5 DETi°\IL.5 Engineers ARCHITECT S 07-9 61 Batterymarch St. Boston, MA 02110 396 MAIN STRE T HYANNIS, MASS. 02601 ALTERATION5L ADDITION5 JOB NO. i 0 F ART_N R ��„ a� ,,��' • CAf E COD TIMES 5UILDIN T6 0 RUSSECL 4 - MAIN 5TME i HYANN15 Mn55ACHU5ETT`j 0 , WANES, 0. sr.lrse o l "' ''`'� SCALE:A5 NOTED REVISIONS: SHEET SlpIYAL E 1 DATE: JAN. 12, 1977 I" CONTRACTOR SHALL VERIFY ALL �� - DIMENSIONS AND CONDITIONS AT SITE DRAWN BY: CRC OF 27 ----------- -- i I Tz.Syrrn. rxcepf os " I —Carry � �/�u�ood Shee�i�_q / —New Z-6 {u// /er>y�� /'n� chord e�acfj s/de of exisfi / o s, e'er c fjc�/>/Ie/ 3 � - Existi� 9shar /�� - -- New VV/2x4O � �____ ,oiov�dP S��Ce� be�i/veeri a// �P Ghoi-d / i`Or C o/�rJecfio/7s crbove /o J 3„ ,1/e w 4 /ag orr2 �'- / �o X-4, lag rIe w p/Q7e Jr G @ CO/ Al'_/ /Yew 2>< late �xisf/erg 2,<<l -� IAI ✓`/ Co%.r�r� P --/Vew /Veyv 2 /yu�oo d muss ofs 0 mooch s/de u� a// o i2 4 —EX/s/ /� /�7e Tru.5s joio�s, Noy/ - ood _ - � .5 I y � � glue �/cCo�a'ir�g 7Za Me' off{ f/,�/ash `�i�g��rs fo be �e arc �� I - w L 4�4 �peci�icofio�s. Ex/s�i/J9 I EXisf1�g �X� w/�b eX�er-o f� if - Qn /2a// /Ates fo / y wall >lf�is s \ 9C7, / r - -- uo shdwr7, � I - - - G6e {or - - I - --- - - /4- O _----- n e v�i G //.5 �r�a' T,o. O , s,-ee / be owls I zl— F. -5 SECTION E-Xis�ir7c� ,yloscnry 42- O/' EX157-//VG ROOF TRUSS '�J /Vai led and -�us.se �s to de ve/n o o� a/71�ofe 5hecar sfreng fh a{ al /e ns f /00 P s/. Core tcs f� fo b� mc�ca'e a� Kepi-e senfc��`/ve /ocq f jo�,5 7'0 f/�e so his {c�c lion a 7 Ahe ,gr -h/, C7' Core /lo%s .�5f7a// be Plug ye d al7d 5 C7/e c/ sym. (eXcepf Qs nofed� / S L TON 3 8 7yp. 05 above + J</52//9 �a�hes/on, only f0 Jai/7 / �\ _�_• � Tye os nbove sea/on f -� /-/ (/_/ 6' O r�o f c �cr Mai?\ �� EXisfi�g 12X� � Ne�,v ,�/ wood �ju5�Bfs VErtica/ reinforceme% 4 O a.c. max Ne w l/l/ ir/ Al 4 j 30 DO co�7cre' 3 1 ' 2 x 4 i _ „ See cau/Ke d \ O o --�z U o99rego�e. Rods .any - \' Joi07' defer// p , - , S I V spy/cec�' 72 \' V / E �i 2><� ' �`'P -1--- , ��G•�lP ` a I Icl -- I I -- ---- --- - I - - --' — J ' �• •I I 1 {y I pe,a , oo.c9 � rV I Iic- ,� - "V o• D p a o Zvi IL i `• 14d T ..�.. .5,o„ S, 0„ Defy/ 8 for r'e Dur- D Wo/ R equ/o� t Ro,- �d Cow/ro/ CO3LI;7 •9i�c�io�-o9e .SA47c/ny each s/de rf C.J ✓oir7,>` - �U/, f7ei�hr r z- 4 �r7�ho� bo%'s b0/7d beams S ACTION 8 ' TYPICAL DETAIL OF 6 C,A %L K E D JOINT 30 D , X �T//VG 7-�UsS � O D ETA I L Scale; 8"_/' O" _T N'-E_R I O R 12`' ;4cv D 8'I M/I S ON RY VVA L L 5 �,�Cf� s/L� <_,F Si �- to 42=0" 7rUss urn/Gss /�ofecl TO B C S 1 M 1 LA R E XC E P7 ,-� \V C) E D CC?1 1/TF�OL c3ol� -_G d x -5 s I //. Coif iVOT� /\` --- l i y�'� L 4 y`L X Co%ems for /oca lion s Of c ors r'i�c/ous bor/d ` bea�s See Sea/or�t shc// `o i� % � be awe - ter f it._New 1/V ro%1177/7 ITyp. bold be< 7177 7 7`o fer7i77117a7' o Co/�fr'o/ equa/% �sec�" vvirh G n�r,`�r�s sib/e oi-o v/cX - 4 sinoa gi-eas ed rods 2.�" o / f, /e c�9 s „ /Ue Y� �� --- , P y y �e r �y ire Qcc or-do�e d /O/7 oG�"os s oir�f P /VPy}r Eris Rio on �o/, �e7o/ ea. s d e - q ✓. bi'e� y Vert/co/ reir7 4-O o, with �ow�QGrr�r'e� 5 �blis��Pd 7`0 4- i rnC�s on/'y //Vv /�r-o Vide cow�irx roars bond beams 112 Ii27-e-1-101- walls - _ C-71-5 fo//a vvs ele✓. G/�/O" ton o f bond bears N _ _- -_- -- - �- - - •-,-- -=�- � �'/77 49142 �I E/ev wall c%V W6--' fr�ss c � O rn (�t_ New C8x io 01 i a io o , �o i'-e 77 O i/J .0 - _ BARNES & JARNIS 57RUC7Uf AL l \EIN>=ORCEMEriT ff X15TING ROOF TRU5 )E5 INCORPORATED ALGER AND GUNN � Engineers ARCHITECTS NO7E: 1 61 Batterymarch St Boston. MA 02110 2� 396 MAIN STREET HYANNIS. MASS. 026 1 LTE- RA ION5 ADDIT►ON5 JOB NO. For o/ari��, /Vey . 6 z_ / 1, mil' V reARNES, 1othe- CRPE COD TIME513U► LDINC3� -4MAIN 5TREET- HYANN15 MA55ACHU5ETT5 DETA( Lv/ 3// 9ov " s C �6a'�e "c ` SCALE: ,\5 NOTED REVISIONS: SHEET AOON ALL E DATE: JAh. 12, I977 CONTRACTOR SHALL VERIFY ALL DRAWN BY: J J 1\ - — DIMENSIONS AND CONDITIONS AT SITE '✓ tr i i I No rE - ?;a1!_ CL c�LlN our- rc�s A r rs�E L-?.4-5F_ OF Al-L w1112•• Z)A-d W 0, CA6IC, 7 P,Ed.Z,EO /N rYF_ C•O. - O.77FE 'MON UPTG' -�c.0.j t TO "R.O• N \ 1 o c> o Q 7'1� o O o ® C'' P A o Q Q o F G 5�" E'.L.UP�O%✓ - SLF_EVF: _`,L�EtES ✓- - 4"/'.L UP�UiV G.O" TEt -- -- -- L.AD iv I \ / uP ro c.o.OE -<s"uP�ra4 co�E1 C+ C s- ¢"UPTO 4"C.J ETMT _ S I I~ 4'S 6/P 72� / - - / -NOTE -- - ---- - --- _= 2 'W.Vg.Z"/YUPT� PS� 3'iR.L.DN- c !_ CJf'TO9';�'"O,� � - - UP rU3%4'O. N" c�ET/CdL �zA L� SS�MJd /.' SJi!/7�N 3'C.0 L I 1 - 3 W UP 7v ._/'[�A' L -. c/G7I/v`T'S /N T�/E 3"fY'UPT03 fD �G e`: r • ■ • * � � I � ■ -- /- � F-'' P•J f �ieE'S.S f2�O�r-7 f'oOF D,�:d/ THE TO IZ �� <l a,-7D4"'c.O,I`1 ��74C SoTbF.f O. ,a U�'na 3"C.O.0 C 2"W. 7V 2 2 S y �- 3-c o.�� I IT i I -T-T - = - /II ✓. Uf I �.� Z"W UP M.71 vi•cL I 1 "'RfUP To r e y 5 - I - -- -- - -- -- r--- -- - - �^� j ! �'ia!bP TB t�2 j`�=_?` - - - - ---- -- - - - - --- - _ - -- -- A.v ur 3 Inv el. `�.(05� � ! � �( ' .�$ ; $� I !- � EXISTING ).._©CKER RC�oi„t Tn�. e1. 2q. 32 LEEVE Alt' FOS'F10A_'AU70AIIX. 7 - Inv e 1„2 8 4z __--7 REEL R ©O M Jr "F2 L .UP 440// GAfNF'.rosr 3 iP L-..O%v I , C.O. 7�E UP TO .E .e 4. (1P 7Z 3",eo�N J _ 7 3 AV.DN - 1- R J `JO '` s T_ -- - - - -- - - - -- - - - - ---- ----- _ _- -- - l� _ .R- 3" VT f - I /�D l�{�' ES 's'F�.L:_ a5 �`• ,P Inv. e 1 ._ I. 6 6' s� fv r. V� � - i N -/UP Tc7,f �-/,'lE .I -- > � I G. iV 1 J I .0-GRAF ! . FOC=f:MAN � � q.vr. e z"v3"Kr.,c \ era,✓. r.fg, 1 O ,_ h ��"A'GAf TU 3'FO,V - - _- - - -O P-4 - h-1 _ _ y - J 'KUl - IV I-�� ff v E 1L Tnv el. 30.75 - ' I ~W. uProf L 1 , SGF-_l,' - OkA/NUP- 3'/YUPTO KA _ I - O I 1 � 1 I j"R.L. UP TO -c,O Oe� 6" U P P E t=Z U P P C FZ M A L F-:O� ►v1 F<C U I-- Al V O►.I a w VA.1 V-- r+l 4 Z - - ---- - {`R c:u L.A�-;' .F_r �3 vt uMeUivc cowTca c r - TO R_Q,Ca ¢ �>u/v/viivc ! P p E f' L_ I F�C-J L A-1 10 h4 LJ&I N S t:, Sr4 r2r d1 r-"15/V/A/ / o I 'AFA! W/FG.O. E Z I N1 A `._ �-. o O 1\/t I - !rry e! 33.3 �I r--- -� /'Z- ut1 ;gin 4:�oCr%I -e t. us >a-q - R A M P p,N � J CPC- L-)L_n T I<-�I'd h C.O. T2 I - �"le.L. U!� ¢"�.G.OiViPL,OV zo G �} Io l I I Ii O O o o � o o o .} D © o �� o o _ !, IFZST FLC� C� F2 PLAN 0 J � CC� ND �L_ 00R, P Lt,, ;�J SOIL \UpSTE� AcIt) \VA3-r , AcIvV1"r-41- t .�• rn,-l'c S7OFZM F'AFZT 1/�l_'✓GN' Q A _ "i\�t-NT F,IF't�; c VG [� \VA-FF_ a PIPING 15ML-owiACOVESLar' J`Ca->�• `JLAr * AT- CC1t-1NG ' L� ��B 'I - � � � %\ � IJt^�.i JCHEDULE CD MANUFAC.TURF_P_ - N F 1 X T U R C: MODEL N � DESCRIPTION * (ZEML�.RKS p I \V&__FERCL05Et 2-47 �'. Olo AF\VAI-p__ TOILET- 51- 5320- 114 BLACK OPEN P 1 1-4 PI-ION JEl' ALi 10N C_- FRONT SEA-i \V/CH -CK LONGATED PLO\VL HINGE SLOAH ROYAL ^ ' -� \VL\t-_L H U N G, 11/2' -I-O F% 1 I O FLUSH VA L\,/F- PRO- JC/O /VELJT,CAL/Z/JVG .50.4E _5/,1,4LLFEEA T*rC. ,-/DPL= I- � C� � 1yQ O � F) t L I <^'iL t Y ITEMS SCr1fDUL lZ__ - `SPUD V1TR1-,0tJS VIDE L" A t~1{-:G`4 TU A.5 !/V!O/Cd TL"U_ t10Z�_-L. No N T-5S Sf/AL L Fj a SUPPL/CO A t CHINA 5 U i T _5 I-)F F I X '•H D E - ,-VAV/1VC t46ALGO/J CAf',4C17-' CAL.L�IV5, ,4 0/AM. OF = 501L JR\VA5TE PIPC - �URIED U"( Vt0L- ITF_ 1✓; DF- 5CRIPTION MODELN`' M ,& t�JUPL\ CTURCR NOTE'�-� FOP- !-1L\NDI - 22 /NC/HE_5 NE/ENT OF 3 6///C h ES. C ONTe 4 C TO AZ S//d LL A/-50 �/L4. -,4N�t W/W,4TEe j�✓ti1%iCFSL�C�//PS; O,CL/ME- _ -__ _ VENT PIPE• P,.>Ur-' FLOOR DT2AIN \V/Af)J05TAE5LF_ I-)EA.D FIGN02olUA lJ JAY Q.5MITH MF6,C0. CAp�'C-D C r=LOOK DRAIN S TONE,L Ed V//1/G 4/V 4 O/�/T70N d L SUPPLY/=Q�' TF><'O `t P t21 M E R CO N LI CT I O N IF R E U 11_.HG 5Uf35F(�JENT T4A/iC /LL/n/GS. TANK �F//'/JVG Sh/ALL - j--__ STORM \\/QTEt? PIPE 2�URICD -- F-'-c LAVA ["OF2-Y �72 "LUCCF2N[-"20'x18 V"C. ?IOf. f�12 ��Uf='l`L_Y t=41 TihJGI 43E/lcOF'L<.�L'y' SUP/ OQTCO Ni/NE_ _5AIV,0 SUS �1 - 6 FI_002 UIZAIN FL�Oa p�AtN;ACID G2ESISTtNG \V� RC_NO �30t CF DURIRQN MFG.CO. COC//VO/NG T//L- TANK, TAJVAC' S</ALL f3E /NST4LLEL) L_1�A\V- ACID \PASTE PIPC-_-P�UE_IED C� DUr2COMGrt :00 FUWWPrL &-rTACNM - L_AV4 (OF2Y L7421L.L[�L 230'�. 154;�UPPL1[�` \V/�,TCOPS - -- - /iVACCO,CDA/�/CE W�TNE /✓/4 NU/=ACTC/F?F_�':S /NST.QUCT- FLOOR DRAIK,-ACID RF-SISTING \V,, SIG NO 5501-CI` DU121RON MFG CO. F01-_ CO NCC_ ALCU 4=- Z9 015 TRAP 44f5 1 . 019 /DAIS. _�AV.=__ AGIOVENT Pip-E•- �usair-D GEL- taiN DU2.coMEr too 5TRAIn1F=R afM5 CA Fa..l f"" F �OVERTUP�E s FLANGE. o _ J /.1C/O Yt/<75rA �' V,El1/rP/f'/NG SNALL- .E3E N/ENS/L/CdA( �OIL,OR \VASTf� PIPE-NbT P5UTc�1 .=D _ FLOOFL D�2AIN \/ANTI SPLASH RIM FIG No2Ulo F38 JAY 2 SMtr"H Mr-G.co GAP.h�IF_[� T-/J' `QUIT'_ _._.- .__.-..._ .-_- CAST C O/V/ /F't= Nd t//NC THE-SA/JC O/ti1/a�tC4/O/VS AS FLUSH \V PLOc?R EXTei1 NE'AV)l casr-A�o.vP/�� ,�/rriIv�s W1i7uJs - -- -- VI_NT PIPE- Nb'r CDliJ 21I? D - P �'� v�' I NA1 9140.01 \VA Hf�F=00K '✓.G, yLOAN k'OYAt-_ 18G IIYV PLOOiZ GLMl1N-OUT AND USED A, Fir- NO 48&•S JAY R.SMITH MFC. C:� SPIGOTJO/NTS c4uLC/=!� W/,1-1-1J -RES/5T/N E) FLOORCLEt-N-OUT JW. IN.AL_ \V 3/ATOP FLUSH VALVECA12RIMP_ /,4,fK/NG �LELtL) AS AfAA1IFAG'/"U ?LQ BYTNE.DU.E'/,EOA/ --5 -- STOFZM \VATCR PIPE._ NOT E�U>� 1L'-D ACCE5E OVMSI . A/P G1 �a►J c�" - - �PIJG TO SUIT. CD OAS C>4YTprV, ON/Gl, �/.cc" CW120ME PLAT"O L005E: ► ki_ FIG NO 15LKT C WIGAGO FAD!v'_T C.Os -A\V- L\C1C=} \VA,ST C= F'l f� ±•. • r-IOT lwUE2 11=.C:3 F) \VASH DO\VN FAUGF'T -- -- `.- LOCK-5HIELD FLA*AGED H0.5E bl5f!> P-4 SINK MS ro0 '�JU5-1-" D�1.- 350x20x 16 8564,051 i\V1NG 5POUT - - A.V- - ACID \/ENT PIPE NOTUi'_IED C/_\5T" P.�RONZE - 1/L' I.P.s.D2A1N !=lGffOZ.Golo9 JAY R. Sfv11T1-1 M� CO. r10C- L7{P�'FI.0 GAL\/. FAUC.C-:T \V/vac"�r�cekcra G F,c-+�,!r1>=GT1O1.1 COL_ 1) \VAT`EP F IPr5 Gl!l._l :RY �lt {K JU5_r J35tLA 2" L�RAS5 N-LINE MAW UAL f L051)cz C TYPI_ FIG NO 71 5n JAY fZ 5MiT}4 MtcG CO J U f)T M FG.CO, OU-i LET, - - - NO� \vAT[=�C2 PIPS TEMPERGC� C 5ACK WATEf2VALVE. A - o c - HO-T- `V,G,TER PIPE_ lJN-TC..MPEIZED I 1 1 FR�Ez1=L�ss TYPr_ \v ATTACWF_ 7 1=1GNO .95 �v000t=or D MFGCo. F ELECTRIC1VL�t"C{� �.Ot�l'K >\\/ I3A I-4ALSC_-Y TA1rL_0 AIP_ CO10L-1-7.D - C(0LOR \/ VAL_ !!YDFZAN?" AIJI I- SIPt40N►NC9 DrtdvlCr ',t-t01�T" \V�.t_' ,a/C TO t)F :)ELEC"f fEr') E>Y - 000 - HOT \VATC-P_P_ R1=TUQ.N- UN`t-EMPE{2ED ��NTINUOtJ3 PRi-_:�Sur�E TYPsw \V; FIG N° q D i �v/�,�-T,� Mr-G Cn EI_.ECTR'1G '\VG"T E-_�` A1�'_Ct-1 ! Tf_=._~.T. -lS- INKSUPI=L._YPIPE. U BACK-FLOWPREV NF'R NTCf2MLt�lATr- oTti1oS1-1'Q'CVENT LO©LI-C PI PE �K VA�.uUM [:r'F VL�IVr_ AUTOMAT-(CALLY VI=NT5 IF A VA- FIG NO 3GA \VATTS MFG_ CO, P-ro MOP SE[ZY{GF_ r)A--*)) I � E'7 FIAT MFC..00.24_ x a4 8344.061 FAUCET \VITH C-UL)" cccUes -'- F- Q I-'AZ ,�c� VACUUM �CZ1=4KE� f' - A Ai k' PI P G FULLY AUTOMATIC TF_MPE2ATURF FIG NO 4QXL \\/ATT5 MFG, co. THQE5HOLD GUA2Ca. � C r P RELI[�F vAt_vr PP_ESf-.U2E tz)=L.IrF VAL-vE --�-- f~ n G l� FLOW PREY E N T G CZ _ ALL at=pNZF Do►.At�SYIC NOT WATER FIG NO '70A /. t=.S� OTf/l".2W'!S-- NOTi_f3 MODEL /VUME3.E,C.S OF PLUME3/NG F1)< r0A F5 ,IRE TA/cEN 1--o[O/9 r-/-/X I -- +-- Gt__0E>1= .0)~ GATE VdI .VCz IM 1 TLMPERING VALVE T'EMPF , rI�JG VGl-VF� \VArTS MI--ram. r-0. AA+�JE� /CAN STQAVodRL? "AlVVFACTUif'/N COJI.IF'!NY <' 17;?GOG• +j*- F AL_L VAl_V l� LO\V PRoFIL-E LPGCIQL PUR.P05E FIG No 1030 JAY 2 5MIT-1-+ MFG Chi. N I 2(7)0F L)i2AIN COGK v ROoF pRA.1N W/INTEG2AL EXF',_IT• I 1 -V. I.V- ✓A l_V E. 1 N V r [2.`T i C/h,t- - Fz. L- Ez A + N L-f~AD F=,� ALGER AND GUNN F 1 R ST SECOND F L_ C� 2 i-�L U M { N G PLAN- AR I T E C T S nn 396 MAIN S E T HYANNIS, MASS. 02601 A �_T- F- A i ; O N S c ADD I T 1 C)NS JOB NO. tTQfn k�7i.. z C �ZF 1 s ritONc' 40fe f nl., �._ Ce7U TIME: nU1LDING �I I ° DELANO ^, 'C n MAIN STIlEE �', 1C}. 13t I i MA_-5ACHUSE7T5 NO. 4511I36 ` - , �y t 7 e th F ! 1*.r� 3, �, 1 O� s� r _ ,' SCALE: A5 N01 LU REVISIONS: SHEET I ONAL DATE: J A ti 12 , 19`r 7 CONTRACTOR SHALL VERIFY ALL -__- DIMENSIONS AND CONDITIONS AT SITE DRAWN BY: :_)F ;.LN0 OF 27 1 i o 0 o a a n © o n 2A C4A_ ON D//Z /-'OCkEeI ------ - -- __ - O �/_� .2,E'L/EF" VL!LVE j i~i \J T � ,.-JRIyZ AID n O ,4,e,2d 1VC&l / /O e TN/S PO e T/ONE Of'GAS f/F//V6 7-D .BE AZ-wA-IOYG.0 -O,e ALLOW//VG I P E N - -- - - - -- - EXISTING LOCKER ROC7M - - - 5-5 UNITS TO Pi1S3 1ZUUL)MOUEL NoECS 8-'S 45 f �l • ■ • ■ • / ` • O - __ � - - - ,as.r�,c.._ coM.fh�.eG/e<, �J BL ECTYCIC L/L7T�� W,d TEF NL✓�TL/c /ldY/NG/N CEIL/NG - -- - h = - /OF/B4G�C'A 00 7-#EMP--1!,A-- 1 -- 1- ___ I ! ! - ----�'✓. o.v -�_�- - - .e/� .7-.1 s1W-4/-- .s,E suP- - - - - f - - / �o,e 7-&.O On/6, L�s v' r�,e - - - -- -- --- - -- - --- - -- f 3,1•4"C.W 7G-lA"WUS / O I I I V.E W,QSf/OOWN FA UG E T -� _ - f- 1 � A �- TE,�M/NUS '' • 4 /- c.o. -- 1 _ REC!_ F' '�rJ�1 - / - �P _RAT! - ® - - - -- _ - I 1= ) -�FC.O.(E\I i 3"C D E / O'NO/4T�OC.�'ET VACUUM REL/f F V.dLV6� --- - � 'y. t� . � �% ��a--�-�� • • ■ 9.-F,O. /a ■ + � -- 9 C t�.� � ; B.d5E - -- �<E:EYB-IVTE12.3 J �s�4 T,dCO MOG�EL Nam'//G 6 d/L i � "%/N'OiV -- W4TTSNa 700 SE2/ES t- c ° �- 2-//2 /3AGK-FLOW O �/qS/!!? /Yl/Ty - O f3,KONZE //.W CIRCl/LA7rU� - ----- ✓BL. 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GK- TNESTE'd/NLr,C ftAS�C7" 396 MAIN STREET YANNIS, MASS. 02601 A 1__ j L_P- A T i o N A D D ITI ON JOB NO. ° M I X I N G �/�`,LV E D E T t 1 L_ F`DR b A L G1 \ ' �4.; Q U T O M I X ° ° �, I LR `�_'' i > ! N ' R ° f P ° '.. +� C A!� r- C C.a T►M.IF�- �U►L. D I r,,�, Dt ,d r•� tULK TANS INS UMP �Y ry(r, - V 1 tot O �ca1e tivt N �� MAIH S - HYANx•; - --5E7Tw t.o �a l (i=n c� r� p 1=?,J F`0 U N T-A 1 S) � a3t sa �t I SCALE: 5 NO-I-PC C) REVISIONS: SHEET `E�� DATE: JAM 12, !`` ■, Ij:j CONTRACTOR SHALL VERIFY ALL ,} DIMENSIONS AND CONDITIONS AT SITE DRAWN BY: DFLANO OF -IIF[Ot.Ii1lS SP"n 50�0-.__._,.+ .-._.-.►_-. . _-.__....- _.., _....... _. _. - .__ -.-.._ _.-__ - f 1 > LE� �`_'� `-`J J OK `J ,1\� `'J 'P� l L3) �-1 �p� ' r') �?) `r'I ► J r`I �-'J M� ''"J 00 - r— -- - - - - _ - ---_ - �� -- - - o - -- --- - -- �.- n z, IT-/I" I 7 . 0 o b _ _ —r�--- -r--- r-- - --= ------ - -, 7 / ----/ 7- uU/a 03 - -- L 0 It U - - -- — ., ALLOW 4=o"OF .d/AF , // - �' // - � 1�- / ' L• o_ 0 3, � _ dfTH'EEN VALVE �,.- n� S 7 = --- - i 5 ._o _- — --- 7 _ p ovr000xS, r- ---f e/ --- I 0SK f' 1 I - - —...------ - 5 — --- - - -- -----� ---- - --- ' --T-i--- Lam. v M Wort f 4 — i - — - —*- , pf _ —_ 1"4- , -A. vuo rr of S Kt I }"� } A:.C. a w:o ' i fADiZESS�s �'KE$5 �QK�. I P(ASTEbE' \ v/vvF,e pac - - cE/�rN�s' U P t(� INK M. ? �' ---- o•v I ---- - a a7 r i , --- -- I NN i RCUI✓ATON M k L Roc-) M i~ 4_//" �' ,o- �- /o'a�'Q I .4'i/ Uf�PEK AIL } M I I I a //usvl.ebc.�r c ic/.v� F/.P E .OE•"T �}. t ✓+ Q r �� v- -- GON'NfCTlON s 'a Y f TORA � I � N � /�q �� y us I tJ F_S S /4" 7 r Uf�Pl:r2 TOR. T" '� I I i n I � L ivl,4/.V U.P.4/w itt �6 'UNOECGCOU�/O �4"FLGD., O.A. CHECK VALVE. fin ' \I ` .► i ` I I I /� SE.eV/CE B Y 0no4'c' es. f — ----- —.� -��---r--- --1f----� G"lJ.A. 0.3.3+ Y. GATE V.4LVC. G 'WET A[4,A C M G/`/EC k VA L VE -0 S; 4"FLG,0. TtE-4'"ro -.—�— I I P/.0 _ SF -T • I --- - I . '6,4OBE VA[V. 7-a . i ' f AVRAS'S OUrkET. _._J /'46- A `�LDD.t. I ; IZ SMiOOTN GORE ( I � r I No rE F 1 s T F L+O o FZ P LA, f� ° r sP,Q//VKLER S. (/off) d S `E_G O N D �L. O Q R P L_,\ i� 't�(� /NJT^LL uP,P/G,yrs,e//vk"Lt.PS z & ro /Z ` U.VOE,e CE/L/NG.C. TOTAL. /ZB SP,tt/n,'KLE�t, EST/M AT/A!G PU,KPOSES oNLy 4 i I � ! 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F DATE: JAr1. 12 197% ■ ■ m 405 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE DRAWN BY: �7.S, J,15..1Q OF 1 j' _-- CM4RT 11R "YC L[[Ot Y.f3 _„ N i I - _ - - - - - - - -- -- 4 �.11a E 5 1 r � �N To ,xrf Lf- N -b L - 2� 2� 2 I EXG�r T 5 0 ,�4 P-WIsE OTT E L`� _ - - - s I' r1 Q 14 11 F2 j � i ��' - - — I _ �! f 1 1 --- I ,� ___l I ` - -- -- -•--T- - ---- -— ---� -- - ' - -! -- � T- I''E,�. > io TE ' Ih DI� TG B. �- - - �- a i X2 t DfI •to �iCt'f "( maf Go oL G$�I�ER FUR111 �_� I �i/�.U-ED ray EZS. PJ�L BoX ,� 0 0- �''!f-/1V- --�.J 2-fff/�/1�-Q-�}/t/f/�- - bt�-2 fr�/�-/ - - { t 4S/f�/� - - -b- � , -fly' -- -(� -P I-T 5 ( 7 n Del u►1pG Itsg r��FtCX�R ��uE VET �+ I1S+�E17 111Sf� EP BY / 4_ ( 5 ' '- 'o s ��Ec. cot r(,z. -sEE Dv tal I� -tl� <.�!E6-(. / \H ! . �rl oy I i. -----_ - __ w / 7-H DIA_fb E.B.5�1 LA 1,2 - - - -- - 1 prJ.-to S To 414, T A1S , _ Pa l _ E.a.se z o*1O G R1C I P Dti . 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S LA& u P i /4 c - -: o h� s-��o4��v�� B / F�Io�I,�i��R�TaL�� o l"F_Wv y t3Y ot�EC4. �,�s� o� �4.# LADE CODC� ' I t4YANtJ S MASSActIUSETi - ELEcf CAL, Gt "v tv TO LIQI�I�n-I, ri1 I.l 6aCI I a MORRIS OG A4J SEG lord A-A FROM rnu. 6ax LW, �w�k i�44 �� t5N['9• S�ALztR y •, br,.ce_, +� +I . .i4 ' �� ¢o. 9�65� ;. �>�!� `. '��fJ • t7� SCALE:: f�'S IJO'�D REVISIONS: SHEET � n o W-T IZ O L (-�_-KA151Z Pu L L_ f Q ETA I I,- F.� (� ��rf��La`' DATE: !A� .. 12 s 9 7 1 N4o-f SG.o.L tIo ,Cb.l.� CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CO NDITIONS AT SITE DRAWN BY:�,S �r J,t3.�R. OF 7