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0876 FALMOUTH ROAD/RTE 28 - PLANS (4)
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G A,6 s All i ��904s IL �5 1 T-i v r OF-RAPIE--)@ CT3) 0 I 'qF9 II5 r ------6T_ ORR L DLAl ' �L out - , C * or� T4i L-4"Vig"ft cove Bbse 4--,h9jL C"It V1 A.L r. F.—I IK, Clvii_IMSE 4'`oohq,(L CoVs?A or-+T E V I P D. ALUM.I I ,5, L L_: D D41g)p CAI? 5HEF'r t'410.IIn .0i I55 A C Hus F_ V5 C A L P_IW A LT r=R M, G A�-V W E,� I MAY 13 13(.5 -A rzc H i 7 E-..C 7'Z� 1)1-;�AW N IT t Ty F_- L E\J. 62-2-4 C H'Cl/X. 13--� L.M, 5. NOTF- : 5a!5e CaLbirte_+s �t Wall Cabirze-i-s ir-t U-tilitY Rooms "O- 61,6E, -76 to 1e- l s" eortsLruc}mod sirnliar to Ntsrse'>5 'St�lirnc�' Plocac• Px�rttri�-5. Top C" Goot ter- 3-0 1� �t f- '� 'M4l+e_d +or-r•nic.:3. w,/ bsz-ak S?i.:.s6- 3 " Li Umb X Gat-ft PlYWO08 1--o a•s'•i-o-010 klsn on door•3. 3"+04L ' qq FortrtiCeS� } - - s,�•G+e a.+ �3G. !:.!�..b• w/ Vin,,tl Covert_ l�r,-r„S•sa.. 1rlus�•1 Gbear-s w/pcvo-1• -FYPa. I•tuie�weZ, __ _ _-. _ �4t�'���4�Pine Ed e �e�.trvreee'rn Lt ri }t•{. _ -- --- - - .-- j Pi a1 Hirt a Toh fb i- c� P t Pivot NirL4eTop �r t3oi•. { Maih lyefic Ca tclze•S -- 3�4•'��", < � �rx 1� Ltpl+�splr•Fs Farmtc� Formica $egck�pl3stz,toP erce{c " _ -- - ►- _- T-- I ! _ -- '- '�_- - I _ I �4" PSirch Lurnk.�r�3t P1Ywood Too. •s • -O" Max. 2l�acr--. 109 Hancirai 1 Yv%� S�� ip }ati 1 � R 'Under eiurr: q1I Enc+s Window - a le eo � f PLAN Q i= C�C>C��� - }+ PIYWo-d W/TPA R 1=Or't�tca _ _�►1 � i I _ --s- 109Alurn.l�andt•zs.ilg� � 1' -.. a --w. -- C1` E - _ V ,�l:trecode 60 Sh3 zPw2-!o x2 nJ \\ . I i )' 2x3 On £d e _ I R- T ' C -f- given,t:s _ y AF•7 4 Wall 5racke-1•s \ _-� f I _ - ' iJ c a - �VtnYl Coverts 90-AL% 4.O O.C.. Vtsc�I Wa1f(�_csvear k. \ f U StS Ma: sPBctn 3-O H h i"Ormic'm o 4 5- Or os I � lietrtdt'�aot � j Ix3 t3eiwr�rs L1Pr h1-s �"mop St�et� 5h.8� I- � � �.. J " Fe�rmrCA �y���}Ur'rts��neis.� p' ` s - -' Drirrkir + Favtttewrt }�` 4• N -, hF of Courtl-e -- t LA-- ._._. - -- -- - _� o /' � Ia� � N� Provcdoa. 81oc1c Aim 1� or ----t ''o I I 3"Plywood W/ x 'e. .I ` _ , - �� p Full Widfh @ curv&4 Part � � For Mot3n+in_¢ Thaw"-s Seer Li¢iait FormlC3 F3reed I f I j j i Y dorm a �c _ - @ 17 ht�1is%heet a •� (ttl l� --_ - - - I-- COt�RtEY--- - - _ I{vli'c�WJCC'E: - - - ---" StQK • . f _ J - ,y ._..__ �p '.-.. � (---- -'__ _-...--.._. = 2Xi.� I �Jtl'P_[.•� tNIrC MASS r------ - Tee 5pacc -- -- I - - - / - -- - ((� ' O.C. 0}� rew.t� I ♦ - 9 -7 - i T its he metal sere � !�•4e -LID x Fr ! NL..tFt S a 5TAT10N CORR1 DOR 4•�thiY Cave t3ase ._ 'tc+e. S�acetr CO�R.1t7C�F�.. 51T?E { C+ � } - hI �z'x 4 Metal c>ior � 5e1i ' 1 L_ V "� EL�.V.--F�' I ors Notes Hard waueOndPt Allow,-Axic� I j Tcmpla.ter_els wf t3a� •ftsr'tzishcd. -� I 1¢ ►b Ga. ►vtetat t7r PSuck r1U .S��S STAT�t71�1 GA 1 0 i I 4 X *' +� s x Fri 13etw'n 1! r I�tS A-" 3 Metal Studs N U 'S> .e S ' I^T# '1'rr' '''2 w _ ---I --I Fire-code �aF+eetrock '^lOT To 3CAtLE • 75� I I � �4 PtYwacc Eck 4 i �4' PlYwood < St=GTiC>i�i rF-Ik?L� WttyDoW >� - A Vzoom I $ _ a i 1Jcn1Y Cove. Baser- /U`' l�o { her.l2aLtt II �eeet 3 ;8 Ceest lurnir►eur►Cltsri Rack. m a-,4 On Ed� !!o O.C. ��jj ` f Pot Des i its one 916ck Pt�}ornied Tops Chart Rack W 32"-- H e?.&z -D 13" - - 1 -+--- __ -- - -- - __ - __1 __ 1---- -- - - j i I Curved Oran -+ i 4 _ __ _ 1 i K�7 P st►�t� a corner- --- -- �� -� RSA. E. C. +,.1 L.0 �€ 01 14'kru NUR5F'S 5TAT'ION f z'r�l�w�.od l ekrot� s C• er 1 -- - ._ __ i U ClTdvrCr 4•-%I ' .far s 111 t� N U1R Me to +�s}er{ to SE_C-" i O{`�l PEAR �w�,t.L »Asp cam. I��YotAp srlowt�t� >>� FLOOiL PAN'ttZ`f A1UV_SE5 gTATiON C0XV.100p_ drawee• aide: -� -- 4'�Pivwar�d Kr C �^'� - - .---- ` C- 7fl F{rCCOdE' L L�'V. '�.a ' 1+..r. ..._ '�'�1 ;" �N 9•PIvW d. 4�PIYv�nc! 'z P1YwooL� drawar Bide tL4� 13.T __ - CAr3 i , -- - i �111 -- 4'PI'�wood yWG`t _ T Ix�} � ci rrt u� TAL tNEj e}2'x t3" _ I � estop Gl. ..<acrs fRBrcettc,Cadj.5helve>5 M - Glued Fxt= cecf i W&u•dr- i>4L Clo• Catbinet Corrze-rs. { - Door, 1'J R A VJ E 1? � S � Fcannede -,_•� � ..WARA i'ZGyP.aE. DET 1L • Alarca�il3rs Cab. iStiN_ 12"Hx11wQ x r'�itis z- Fin Ceilin iR• � { �"'YI!]c(1-L•we'f'r!i'JG. ,. � / \ `�'-• \ { -_- � �a.� s_ � 3" _ � 'Oa 3/.4'�itoPrzd rilYvaroad Tod ---t 8 Walt cab. I ' +d i' _ _ 1 j 8 Formica-To -- - { ( I i - gr a - : 0 a}1e:t ,� / I s I /• W' a Fot-m i e3r, Gsli }38Gk Sp .rsh Il x 3 �; a C 'McPt�l Po a S =-- 4 P Ywood fbo X _ w - . f ❑ I `I ! +t > -- ue��t Palms I + _ b_ �_ } l # \ Ca __ -._ - --- - O - 1 a 1 pex�r o r I /4'PIYw'd Curved V?! �"} I _' I __ _ _ _ -- ---- `.(y'�( C)p�.t1 ShB{f 13etow \•�♦i Forrnlrus.Couni r _ F:`�\ d Cur vc:d n I { p `\ j i `i u t w I' W +'showvt I i \. Wood Ora - ' � t_ Sher � Gvt�,t l7we+3w' _ .- �\ -e-'� hd1>r� ornear + `` / / - ii( I, �,. ij 4, 9. t 1 \ 2''Q" Z'•O+° � 3'„O"__._.. _�t nv - I _ I _ Tom 5?a.c� 4 Vcrryl Co,*,R v Me Cabnnc_ts(hl.l.C.) � � 1 � Chga{� 1n vie-id Octe_ Piece F d h j wAw - 4 Plv exs - _ - " - I Fa`rrnicPt'#�rFe to Kne".�'�+}-arm t3o!rtow . •�, - aNTe{n�ered Nardboa>ai I r-r rTrre�r. ToP t~d m P }E L 1= v. F_ E LEV. G �11� 3a _ RECEPTION _ - I , NURSE'S ST - -- /' - - - C wti _ - - - =' " - - --- -- >••t I m - - r �f Metestl Guide j I y Plywood S et • � File CaDinests(1d,1: � / I , } __. , S 4xave._ T{�h-► I t A - -- Forn-tic3. Crib.• ._..__.- ._...__ •''r `� --`n-� -- ----. 2x4 Pls�t for•rn Fram%r%C+ ' ,„�A• "$" 3"Xa"Toe paces ViniY C vn"f3aee: ELEVATIC>N t-F PA-nsN- s WARt"�tZolt5 5 SEc:TigN.A-A SF-c-naty"PS'!3 ELt~y. �"'T`Yf�1CA1 WA ORoBE � r I -�_+ Steal{@Corm! s- � i2PONt5 D-le. D- l1 i7-3Co t7-37 1tJ PATIENTS_Rnf7M�_ LINEN .��MS 57 72 � 14'-nee �,..:,,ls"- --,� ---- -_---- \� i T I Sete-- W Leff For The 4 5�cca1 -- ._ _ l �. / Condii'la is as ,- --- TYPICAL L l N EN �H E.L.V E-Z �. COUNTER �1V ti,R C� t'� �.�13E U N 1 T S _ C I_C� .mot: `Y' � VAN 1 T Y CCU M 31 N E B Efi _ _ SC.4.1_E- __--__-.__. _-•--- --- _ ---- - ------- ,,e - SrAt� Zer le G't� -- -- 38 Me.W Stud$ o�t� C �--1 E`.l EQUIPMENT S C" E.D U L l<o`O.C. , -._._-------- - ----- __-_-__.-- - y--- ------ - --- - -- 44 s {ice t err► 4 x C r e. ! UTtL1T jG�U��Ei�� __ Fir ebf� ct -erod 51tc rock I r I t•- - - �--- --- ------------- 1 3� s (la D.C. ---•+ __:::-- - PLUM511QG - - E.L.E-C T tZCCA.1_ - -GAS - VENT1LAT1NCa• I° cam• � y � t , G.W. H_w.T�. -- O 1i?.W HP - G&-, TU r + ` D1SCQ}P ! �'3N - w F r p CO _. ��_,. � Cold j' Hoi• � H�- K{to ��_ S-lorse Pipes `Per Hr f _ --- ____ _ Fire-- Ex}ct�tuiahev-Cati. ---- -- Sp1L D- CLt'�Pa1 Vs{a r r Ws�tt Vealt F►r-mac f 1 _ + 1 �A R1,_AT E� ITEM a D t 5 N TAP,L� - • t • _ _ _._. ode; 6C' �1,._�c.#t•kan{t r Y + " •�- �• ! �� • 2� • Z,e • 3" 5 -�M�• Stiii a,��'Crni�} rvc ioez Compl I L C 20 x2.4 x10 sirs 1e ,�' Uruar�Ft Z 1 tJ1°5 y�t�as1-+E>R • i• 2os •3 •1 nL p.f`� "¢ 1`_xten utsker Ca,v:; - ---- ---- -- ---r - Cet_irr 1 c Daw! Ve+s1'"k - -''`` --_1 S„ 3" HUMBP-"L- 51015 Cotrtplete a� gpeci 'ie+eS. 3�. Mo {_+T StudsIoNo O.C. _ t I 1{ern "A" 3 1 HOT WATER l'�OOSTEfZ • 15 •2 O8 4 3 FAPs 1CA- ITEM: 8 O' + J + -•-1•t•en-t "6"�aC` � �� i 4 1 1 COOKS TAF>3LE WRACK Corrrplci't eta al?eciFie.d. - 3-lo Above Fin Floor 1 N013AR'C-D3oC7: Carn�ieta ats sweaaiFie.d. ' tj I I�t1XER '�-CZT. { - •208 .3 • /Z , t' GARIA-N -284�:w 2Ovar,s eornYie�tQ s FIPE. E.XTINGUISHER CAlB1NETZ ! q I --- 1 1' <o l RANGE _ ® Z I - • 4 2ec�- spacl ied. B-IQZ 'C S Poi- Fille_i-w/wall hook_ t I -_- • 311 a5,000 __ _ F3LC�G>`T�'-F -t UO _ - -----t SCA 1_E - --- = 11 - ar �" 7 1 Ov Eta l • 115 • 1. - ! � � 1 " + $ 1 KET'TL..ti._.__....___.._._,_. • _2, • 115 • 1 • 4 v t _ r____ _C ta90-tom--1 1b�� Compleir✓ �` spctrre { 9 3 PORTABLE HOT V000UNt 1 •1.25 • f24 '.� i 1 � �Zl I--- I _... . ._ .-.. � - --- --_ __. _---•-_ __-- >=A�R.ICA�-1^_b tTEM . - ----- • I i t =Q I PRE PARATtON 'T•A$LE 1 IOES R 4tt - Silt i3�I Eteval'ar CorT�Pier.nv # I 1 --1 - Gt-outmd Late`c-13v t1r;rzs.x c Coolra e r it I4- , 1 5L10ER •1f5 • 1 • 4 _ / i T Z 1 FRF'E'�t~f�-. !#15 • 1 • 2 t 13 l i? •115 • j • •...._._ _.__ ___�__. _ ...,.__... GCE''r:tcc3"-�t7a-=�o_� -' _ 1 V. FV.1G AP,,-r0V - 1 N 5.'x 5'k "L Full Widttz �_'_. . FA1 IZTCA4 t7 t7 ITV :!T'- o� -O" a - _ v: EIPv:s}ot- S1tat 'twav Set t 3, 11 i 14 1 }A000 C001C4 C t 8 I za �CZn"x i? frsitet-s l,i ++ Fx-aek�4��•L_��M`+!� ` � ► „� --- - - ' - rt_.. F/�1�ieA` _ t M: I _ irI �SZSane'Y �o - 1 6AJ<EP>S - + s - - _._ ,_...._.- -- Fidt�#�1 C:AT 1F t3 T"��-FAT _ ,• � �� , _ - itGctt >�' Ib WAt_K-IN ce>ULF>r I.208 • 3 • 1 �� - � ' .17 I 1400D,VISHWASHItrG 18°K 3ln"X 10'doubte: I 1 ��-. _.r (�1 ( i✓ur-n{ �btif EII:vBtar• Conc.�S�� `:,'1'r�G't 1 bowl RA-Sisa k ---- �---`- Q Co a:n dht�st t.1 d Cearit�,zttx• . ' i � 1 I� 1 1 C r'"1 C.; { � � NlJ 1 �� Let'Yer�d S}et•tY3 ~iQ"'i'17ruM�"•InGiU51Ve3- 3PeGr�➢&Ct�tCst3•toti'5: ' �^ -- Cc r � DePr•cz5 S1Ab r - _ r•' zc.5tk.Wal1� 1 s Q ---� �--� -0. _ y ry 5"x5" xg"1_ / �2q`x 20'x7'grrtle �=-mac g Si'�•IR S��A`'F1@�' '-w�f•1"!� eA.l it 01 _ F 1•-"00;2 `..a` 1 L L. 9 I '.�; __ ....-._� ', _ .;k,1 1 � � � � ►a - e to ! � e3" CovlGtetP_ Cvlitde.r-Neat{ S.a�or4 :1 tfoF Te. � �vre_d us-4sl CYlirrdar 44 sHE£T MO. PUSHINC -T' ON P (. 1 -�t 4 HYANNIS� M A5�3A.CHUS>w'T"1•� Tfarrt"G" t Dirty Lirreaer Ceae.,e1#e_-v to be. ------------ - --------__. i her Kii-chV_V-n tr_�viP►ne�. - SCALE:-A5 NOT1rD 1 Cor>,frca�cfr-ot- (sec specs ic�2i'iorzsJ LAVA` OP, 'SI-4AFT LDF TAIL. WALTtv,FL M. GAF}=N1='Y and�:e��+�c&�. DIRTY SCAM-" __ _- _-_ - - 4 _ ;- o, DA--rE . MAY 3, 1°1(a5 ARCEItTE� t'S DRAWN BY' L.M.S. Jos b2?4 PROFKi~$IONAi- 61]ILDtKG NY�alriAel CH'CK'D BY• ►.Jo. P Provide Corner Bars at/a O N� RAL NOTE.S me Wolls #4 Z 12" eJoitrt to be Located within --� /'or Def)th c 05truct yr :; Middle Third o{ Clegr Span ' d'a6 Reinf alan , FOUNDAT I � STRUCTURAL , T U L = 24 Add/ A9 - .00.3 AC- " „ l�r,- All exccvatic and foundation construction c to be in the dry , and no 4/! 01ructurol %Steel hall be new an �;hal1 cnrrforn• to eStor)do, d �S !-a Mrr" i0d, Flush t�birrt - Nlair, , slie concrptc is to be „ calion,s for Otee/ L3rid`gcs and 8ui,di:: ;s A.tS.TM. Decsr nation ,A-36. P _ placed in water. •` ' kc!',�f to ,run y Fabrication and enectlor, hall be 1,� '7ccordgnce with th., lQfC t A, l:J,,,,. (� 1 All footinqu Uhal/ be carried 6 into undisturbed bearer, - UO// havrnq J 9 �'` alinimum Ca acid of 3 tons s,e /t 1s antra aled From borirr s tha, this 4.4,E f' •y p' P 9 tPpecifiootions adopted Arori; 17, /9W. - - --- +».. -- --•- Cpil will be encountered at the elevationf vhown. Welding Lrha// be of the electric ore peace ; Min. - !P In no case uha# footin s hi er Ikon those ad'acent be Construc,'ed first. ss dnd tshal Co ,*arm `tp ti;e A,i+,'� - ° Add ll y J and A.I.tS. %Spec/f rcat/oncS- Elevations shown thus �� indicate e,Sfimoted hnffiom of footrrr elevat•'v,'. _ - - 9 ' Welding shaf! be rerforrned by C erti tied wcldcr5 satin factora tc the Architect ...._�_ . T All walks• retain/nq +'arth are to be *shored orgainst l:�tenaJ pressure until and En inec/• ` - y uccond Moor and ground floor Slabs are in Iolace, tS9hno Connectionu° 5hr//' be welded or riveted 4r¢� rivets nlesG otherwi,cp nai�. . - ~� Bvckfi// under Slabs on round is to be laced rr) Ia er�� and each 9 P , y Fiel c d onnections %shall be weldcd hn blter!o �d +4 bn,'t erss etf;prN✓%se rota / For way'.; t--p Noriz 8:71s „ i r '- _. _—__ ..; layer, is to be "thorough/y compacted. See kJpecrficationts. lnfinr�shed bolts aic allo�'ved for field conrccli,ons. <a` Tl e,:c� Po Its, ? ,� 1_ " _ p G Providc 8 minimum; Clean, well graded, Cornpactcd grovel) -topped with an Unless ofheryw,e noted a// beam to ovane " " Bc,.xrr.s: Provi St:.! '-- -- -- P K - pprov or r ie , or all o bs ,o e ours on round, cSee ,,.s. - eq / or err^aloe Lally Colvin-r r�nr« a ed vo ba n' r f !a b d yr tS,c�^ Irons %shall be Thnu Plate come t'nn /2 meta, r !o � Thnu plate, uc;iny doc•b/e row o, � k �-, !, " J holes. All other beam to3 column and beorrr to boom connections c*fo% be star,�':rd J k , ,_i y I } min or °earned beam connections �/8 min, L thickness) in accordance with Part 4 of the A.I.tS,�. • , ';�i T.; ��, ---; -stop Jyo, , Waterproof �uildmy Paper -- Provide Add/ As- 3' x Main %Slab Tensi/C , *' I•�arn b:''/" of 'Equal as Approve& by i'peel Sp�ccc� -lot mor^ than vD or ts'pecification. cSee drawl n S /'on ,special bcac-r) reactior)s in Kips noted thus : �cOK�. /8 c�•c, Mln, Five �Srze t, be4 All wall 6eanin� �earnts and lri,tclts)'t except loose orxylc /1%ate/s) %rho// have Star„- i r f;t!,SC Point the Arehlteet. Ord 8 < 1 x0�8r, beAr/rg p/otets ana' wall anchors unless of rwicse %shown or Extenion wall columnes and cavecs booms %shall be coated with at- /,.,g - _ L AB ON R AD F R A N1 E D S L A B asphaltic rratstic where cllensev it na,Sonrc tNCLUl�ING COFAR 51_A.BS Unletss otherwise noted �rhoww on �nawir;oos crovide lintel crn, Its ALL j NOTE: No Continuous our %shall be over' fo, i. PLAN P NOTE : Nn continut�uS pour shQl/ be over c �r. ,�ss Ikea mo :arty w._r;,; v ,,,,1;;, �r , 1 ,o::h e,7;" c: -=>;'iOwv'. 7 —_i 900 �s2.ft or 40 ft, in any direction. 900 sq. &.. or 40 ft, in any direction. / w J _ lnf OPENING E A OF BRICK 6'� BLOCKS" TYICA�_ " Ri�'JER RE I`� F0RCEME NT r --� ;` f �� i " ° x 10 � T 4na. .>; 1 — -- - 50%'o Artt5t,ecl t _-_____- A,S-•% 3 rq� .- -. ... _.__.. _. ^r PPrr.cYrc/r�d U 5 - L / $�r 2 JL 4 Provide Add! Dowels A / d 24 ca p to O l-L 4 t3 /2 X 1/VA L L S AND B E'_ A l Corns size as Main H 1 r, N r'-!" t 7' o" " 1 I r r) ti ,n W �. x x _ _ tlpocc Dowels adjacent to AlternatC " fills `' All t t O l /� `'T /i� t R ET � o `� 8 JL x x- N Scale _ _.___ C0,7_ and , eii;f� ^)c.rt Coal r•'cI_,eon v/x�ll �/, fhe 1 �, TL - x X 5�l - B JL 6 >r �/ o Horiz. Bobs (Approx, 6 clear � � %2' X 5%6 J � —_ - A.C. i, Buildin Code. o o " P t !,9 t,t r on /.. lie, el,s in airs �.hall b e, wekTed to a^-t,,.., 6 vet:✓ l2. o. c =nr A11 Concrete slaa/,' have o f8 clay u/tirrrote con3orecSsive sfrenyth nt" �3,000 p,ts.i. „ 9 „ P g �sho// be nn. _� fxterlor Cov:ty Wo/I co,-;, an /eu an-r,'� ore '%' led f 2 -O 24 d 24 d Top Steel Cor l " , / I ;I 1 and ohal/ be air entrained ul let°S -,t> C rwrsc noted. as a vnrt. U'ec "Typical �'crvity Wo// - teats, r;eta;, bCIL *yP• l`-O"Min. ILO"Min 7hru Jo/nf I - A.tS.T,M•ll q 30�o,^cin bars �sho!/ be new %steel ��eformed t canforr»in to t. p j is svnid in and sa rods v;hcv/i he desyne 9 ype 9 A!1 v 'en web %ste�/ - o t , q 9 q d -Inn • ex 4 where U .� aced /n r7CcordarCe wit„ the ne-quiremen,{s of the �STteer' ors irstifute tries ' c: 1-*5 Add / for, F '� ' � A# nelnforc/ng bars %Shall be rntermea/.ate r>nde b,%llet ,Stec/ , conforrnln to �och 4 I^) (5 y st. wn or noted. ;Steel l/o%st Institute o ^')oval rf rerti>aied root of I �" • A.tS.T,M A15 and tsha/I have an allowable fir./ cStrecSs of 20)000 t5.r, Oubstitutlon Pr' p confonrnoncc wi',': of Concrete Thr'cknPss Excerds, 36 l �, , P r ��tee/ Jarst ,;)st/tuts re�urrer>;ent„ ,7)ust bC tsL'bm/tted t� the I O r (Min. !-*5 Each Facc) - an ei'% o, c�r)�nt must be approved by the �nglPccr• All ,wall tearing _wr�� shall hove otandand ba„es and wall anchors f oral%d roil %steel for y r ._ I Provide adequate chores, tics, etc, to hold rcinforccment vccune/U in ositio,o ctherwrse %shown or noted. t./o/stts ts'ha/l bear 4" mh-, rr) r;;osonnu. CA-) during the placing of concrete. —T choirs and acceSSories which Corns in contact with form work for excc,ra //why ee Jostst�froma !n or; %steel bcorns sho/,' extend beyond the - ._ .. A/1 - J rn which ass ;art is c7d accnT %s ns air r, hall __ _.------------ -_ exposed •3'urfaccs shall be hot zinc-coated. Clear of beam /n a// J 9 } ' r I casco Dints %shall bear nr tstec/ b_.ams not iP s tho; I „ /3oftom Steel Cord. tloirt to be Locatcd " Where shnrnkagc or other ��7cel rs lapped, the lap uAol/ be 24 bar diameters "J" eSrn/'es ar)d shall b^ welded thereto b fi//et welds each, Sr'd- of �;:,+ boa; ,n9_ +� Thru c/o✓nt „ p , within Middle Third l2 'min, un/e,_s cstherw/se noted• ! " ++ „ " y Kei�. I ) /4 welds l ion gq for u (series• 6 3 of C/car Spar, All r;n/,-retaining wo//tS to be reinforced with 0025 times con�re,te J. a All kstructurzl t-rtee/ Lrhall ;,ave one c;/ho,r ^Dot c.7f paint. �S'ee _ ?capered K c4 ------ 6"Mp � horizontal) and ,001.5 trme%s conrr•etc area ventrca/, wrfh one half in each ace L, �_.! ! , �• `_ r_ A L.L ., _-_. _._ dtrrruoS - For S/zC unlec3s otherwise indicated. 8eorin9 ends"-at a/l coluinnt.s arc to be milled. , c dee Bm. tSchec/u/c Pnovldc 2- '4 anchor bolts of each cek/mn base v�,/ee;s otherwise rr� �T Nc conf/r;-'nc s pour /r wall or Provide abwels '45 diameters long in pact,, faeC of fovncbtior, wall of a/! " t�-l• _ - 4 '� {t. t' y��=tin ctior� Dints. ISCe detail fhr'�s %Sheet. Foovide 314 grout w/f,`7 %4 leveling pkitc ! ,•,der all �re,r:rrr base plates. c• J �, Where cornuc/afed metal t-„setts oey� or %;tee/ .5eon;,,, or•,Jais/s, they .�ha/,% he construe//, r, fCrr1/ '-� n��: �n // B E A M 5 All c7reawa wo!!s shall b:� tied to main t'oundatron wa11s with 4 dowe/ts ue<-uro1 we/r%d there: e os toile' �< y y t „y P,P �n T /C67/ Df-for% fhe si r�'r for Ccritrol Jorrrts• is aced /2"O•G, un/etss oche-rwlse noted. ^ yP P forPa!l continuous lxomS on-al ts/ohS, un/e.es ntherwrcSe noted, provide too Ala Concrete filled Estee/ f:pe columnu r) ("I Color or rc ctanqulor sec"ion I L7tee/ over /r tc,roe �,u arts e c r/ in area to that in me hcovier ad octr,t Cenulne Lally Columns or aoproveo' e2ual• ,ill d-lai/,s of co,-;str�uct•-->n such os fhnu SLAB OR B F A M TYPICAL CON TF� JCTION JOINTS N REINFORCED CONCRETE R T Pp 4 ✓ plates, caa p/dtes, base plotC3) f'ireorooPir,:; olitllo and concrete P11i t-sv, a", bo e r.r; up an see details th/t5 %Sheet for Cut-off points of bars: to those at "Genull)c' Lally Columns ur,letss otherwl, e noted an thcoc. dr,+✓/ ?S. � _ No tSco/e Provide temperature re/nforcemcnt in a// Or,c-NOu L5426C cqua/ to .002 t/'men r H OTE ..Droste encotscd bPanic ono co urn,,; e^iau be wrapped with the concrete area • P/ace bars �r erdicu/ar to they ender, bottom re,:+tt^/crmcnt T Y P I 1L 0 F' L_ N I N G Confracfor skull /oca><e a// car, trueflare ,/oi/7fs O>7 the P # „ welded wine fabric of Cquivalenfi rer'nforcer:'ant and %Shall be areal; ted, _ r�✓rl�orciriJ sfee/ shoo c/rac<//n9s and Su6mff for o �rova/ and run fully continuous, rl✓1ini;rurr, bar u/ze 4 and maximum spac/no f6 ucc 1 � � I �'`'� FORCE M �. N T be{or� cor,�rnerc/n9 wrfh fhc� work• Tcrnperature Reinforcement J'Ched�vc thitg sheet. # 1 r „ Where two Slabs span parol%1 with a beam or a wall between, Pn7vide '4 x No Cca/e �-0 at. r2" o•c, top oven beam or wall unless otherwise noted. At edges of dlisco inuC�+ts Mobs poured ir,tcgra//y with tSup/r ortmq bear,: or wall provide *4 -/0'' .3 -O" at /2" o,C UnICCC noted. Prov/de t4 at l8„ tie bars .0( re/ts er ndiCUIGP to al/ 7` ncr:7torremrr„ ir; — 6"or 8!r 810Ck WallFooting f tSlobes. -;'�- l2l-O" high max. Concrete covering over neinfor�iry bans shall be as follows un/evscc athC, Ni0C ;' noted. NU SC S C E I_ L A N E D U S C For Depth f tStt�ucturoi --7 booms - 2 u where concrete .M poured against forms ,, P o f l3 " earth (,tructC/cal drawlnKs .Mole b� used in GOn/U;i^t10n Wiih ArCh,iteC° :rJ/) !1Pat'%r;y u „ „ „ and b .Far Depth of Gtructura! - -r q cSlob Reinf, %see Plan ` I Walks - 2" " " �) r� " forms and Ventilating, P/umbrng, lectrica/ design c�ow.r�s �rrry fSpecir'%ccrt/o ( Mob c� Reinf. See Plana i` / G" n „ " n i, earth These drawings %shall be referred to for �SrZe and loco%/on o*� o *o,^ �Slabs �/4" " " " " forms ducts) vents, and p/i ecs. Any di, Perenccs bbtweer? the tstrvctc/ra! /rawinys %2 cart and the %Specifications or drowings 'if the «other, trades * ll',5fed above tsholl be _I Footings -L3" h re rted to the Anhitect or Fngin`eer b th e pa e contractor before .-or.,.• � t.o Piers9 _ 2 „ Y the work. 1 'f , T/le contpactor Lshcrll f i,bmif ,hoar drawings of nei,�for: irc7 t.^tec/;construct/on Joints �Sho// be kcyed� keys %Shall 'he Z x4 unless ot:7e, wise �^tecl and other refobrr'cated r;:atrr:a/ '`or x� nova/ before f' AL.l_ `.��f:"� r".,./._.t/c'n !l'!r! < shC/// E:". i i�. f'Co� ) h'�i S CE'G! Io G c Z�/7 O{ , ° he contractor choll verity ALL L:';i'rlEN, +' dracurr,ys for the Engir:a�rs aPrvro✓a1 before cornlrlcnr;r , M fhe work. y "iONu and existing condi,ro„s, and . 1 - - --- - - Line of Chan e rn v- r'f they care found to differ materioll from those �S!own or the.�cc 7; v/hycp V-# 9 PRECAST GONCff TE ROOF PL AA1H tshaii be Precast L/ htwr_ighf-Nor; y ' 5 Conf - 9 o6/e he rs to notify the Engineer hcfore corrrnen cin3 with the work Footing Gnode %Shown ►} �-� Concrete Plonk reinforced w/th weldcd wli"e fabric. E ucrl fo federal Cement Products T r on Fndn, Plan. 1I x St% „ M q 3 „, i MPORARY eRACING � OUYS oha1/ he ,provided 7,5 ^equirRd fc? keep the 6 min, Min. 0-1 Inc., Hammond, Indrano Type A `(for 2 ) � Type C (for 2 /9 / concrete p/ank, tongue buildino ;romC aligned/ p/un,b and /evel anti/ ouch time as otfrc: e/cment of the and groove construction `odcs � ends- Install plank of depth indicated on t%Ions 5o Utructure wh,'ch provide permoncnt 6racinyy are in place. ;'he's includes perrncr._-nt ,-. ) �. - that each piece bears on a minim 'm of two suppports e end�;oint.: are Lrto9gcrec% cross brocing, frarncod conereto Floor Slabs, Hoof deck, a,-rd exterior and ,nterinr TYPICAL DEPRESSED SLAB ON (73R AI� L T Y F ICAL TI1ICKEI 1 E D .)L A F- ON GRADL TYPICAL ST E F P E D DOT I NG Fcclen plank to roof beams with ttvo special c%os per /o/ank furnl�Shed by the,o/ank matsonry walks. THE CONTRACTOR IDS REtSPOn/SJ6L E -for the I n)cnuf'oeturer, A{'tcr plank is in place pour ~grout at ridges r, volleys s rndicoted on ternporary brocl'ng and guys. No %Scale No %Scale No �Sca/e these drawin s � Cement u v „ 5 Peer side �, o!/P/ank, Joints with a high me ,�y ,00r,�, c✓soho/tic Cora^uform (S td, Weight ;✓I,rr. %Side Lop ! Cement of o t C a ra ved b the )/ank n7an(iraeter,'�er. Tf,� t'ir rr she cY crcc,k Min, Pnc/ �3earir g 2 ,AItoch to fich nr�r Wales yp) /°'° y f t Man o J;'ee/ Bedrr. e Joist with Welds Thicker;: �Slabs � �cs Fill Pocket it Wa// present a %smooth, even tsurfaee r^ddy to tee-eiye foofinJr Cone Slob on Jtd• !2`" o•c. ve rta Welcf';,7F Wash-'r_, under ,�'etai St,,o �a^', "Li,c,-, 1 7 after Placincr Steel Bm. I Corruform,Ucc Plan Wall A•rchors 2-JL fix iI for Depth, r- For Frn/sh csee No. Spa ;'ng as Rcq d t1'teel Beam Reinf 6x6-* /*SWW,f -7 Arch. G'wys. j b4 -- 7 .. _ \Il I �./ r U �rlV. erne RatC� x \ I /,, / ". V,7t,_/, /✓!O (5ce Ar<,h f;'o s. °fandard 8 X 8 ' P - 5 raring LD Ur;/e I lnt5ta// as toque; -• *-. r�vrdr ss p - Other wise tii 2 HOUR FIRE f V v ! VIE tStc�e' =gin Plan �onn.L s 3 2X�/p„x/4 --- - RAT,NG for Ent%r lab,tJnisr " 24 "Ly M n , Moist t =-� 8 x X 0 -3 @ 3 -0 n.r 1•a 4 - a. I Ccrl;n9 A�sscnrh,'y l " -� Grr','layc. Brr'ck max. I A7,,c,k /2 Nlortgr Bed - ----- ��how� Detail where I � - _ --_.------- ---- __— -__ Block voids ',— . --.-fir -- - _ dock r"17 lower than NOTE- B;;Gk @ ftcad o „ rCvrr/� cidditmna/ doc�,�/s TerminnfP hcrrzontcr/ rernf. bar_ Detail tsrmi/an ,`br - x 2 " ! Dote fort �, �, /ern rods .. Coat ore _ -----._�-__ exce f ebo,-s Ta w o fc I - -- -------, _ 2 0 2-0 Concrete e Wa//s Exc t No r// R red . ---- - -:,.:.. :,-- ,. ..-, ..:��-• - -- ---- --- --•-•- , �+- ,, ,o ¢ � e�c of 'cor�t Dint - �r t e/o '"n' a9c egi+ r r1'ec- �,�era! � ' G / . � 36 o c `� 3� side ro% -,._` -=�- ---- - --------- -- - - _- _ {� � j r L To, .1L end fn reuse fo \ armeci �maiq sfa�/ rn beams rvr/ conf ! TYPICAL STEEL 13EAM bEARi.NG CE7AIL _ Joe Arch.- I �' t�ec Gcncral rVnte.s Prat✓de-yfor s/tprcnf� - Groove -; i fhru control Joint. J ( ON M'1A50NRY WALLS) Dwgs ' Provide Hori . Rod Bridging- 'S►� plain %Stec/ Rod L CDnt, Top $ 5ott, Weldcd to Each %loin/ Chord 0 No +Scala Pane/ Paints• We/d B^/iyhoy fo lrTcrmediatc 5701 I A^ct� �rn s• 6ridpinp cS acln to b C /i� oCccY-danee with th.' �_ �- � -- a ee 9T l.Pr<'e Gi t pac%„� hl, �r'C: J_t'- -- - - '` �._ .�-c \ ca-_. - -o'•- ._ yl . • �'of Ay'went dlobs # /0 Requmernent � � - Min. �Siz e �`3 �,l2" 4 na /8 �'L 2 on L3 � _,ji^ �,��,• i TYPICAL CORRUFORM GLAD DE. TA( L %spacers whichever 4rz" Greater / 3 F -- -- - — ` •"_'_` j I /4 5olf rn No t3Ccr/C � L, _4L1 or L2 a L/ orL2 . - r Cc ,-tenuous ;tr✓� of t As Called for, on "y `/ " ,. � . �- i•' 1._ / tSlottec/ ,tole 3G' s oo>`irrq Jre/t „x S I I-� bb hichevcr , Whichevcr /8 3 tottered ke ( Plan or # xk @ l2 min ` se, %n mastic y 'greater Greater Tye' T fv he h o f wall ONE- WAY ==` _ ' E � � �L)LE _ _ _ �, , • ti. - . . . . •. o �, : . � \� ControlJoint of{<,�,t•: I I TEMPERATURE REINF �C `� `� : . � - ----_ __.__ TY PICA LINTEL. f NOTE: �� , • SLABS ONLY _ I 1 �� ° L L( L L� �TA� \�! m, G ' th o� fcrridr _._-__ --, - - 0ne wa ccmp, eeinf. Control Jornf shall be /ec�fed' vt%<r� br ;ens To prow/N shPcir , �L A t3 /N " " " fir dr c vied or, fh.� Fo lrna'atrcrl P/vn. Euc�i kc'- a Shccwrr c)n T THICKNE5S '-JPto 52 e7 62 j 7�� 8 �' I /O _ 1 two w'ay Lonq ,�� 3" Tye. �'-t5'tee/ or Conc. Bm, FOR CAVITY WALLS conrcro/ dornf shtr// o/so serve as ¢ Consfrucfron Jofhf�/ Reinf r Consfrvcfion Jorrrt. f?(�fail "for bear?^, I REiNF• /8p * tC$ /6° 4 0� /64g) ;4" 4@12N4,/07 ;/ �`4 � /O" I l�Ca/e: i NOTE : PVie,-,t v Erd Sear/n� ccr;, r,ot TYPICAL CONTROL JC� iNT DE FAIL FOR t { p ��••� t:e provided for Lir,te',',s Provrdc frarr/rn(: 1. YPIC; AL i� IINFC�RLEMLi\IT FOR N�'WAY, TWO-WAY `jL ��� C'onnectio,;, to Colclr ,�.s for8;^;'ck a^held'-L REINFORCED CONCFETE WALLS AND BEAMS ar, f °•lock JL or T, No jcale No Scole , 1- Reinf. Bares marked thus. —---- -- — — --• - -- -- -►-i.• in %Schedule shall be - ---- -- r--2-"4 Holding Bars typ, . ' l „ where no othcr Provide *6 Tr'e Bans YO o.c. max. TEMP. R CINE w,hc!'e co/ic-d cut %Short of ouppcnt J f as shown. l %Steel co/%d for te' " .: rt T-)F Beam %Steel f / for rn the Beor7) (Schedule. " 4` Ll ZL/ orL 2 4L, orL2 I 9 1 I where there a,�e more than � Provide �4��/2" Horiz. f ch 4 Conc, Slgb J4C� -. ----- 2 bars, Face lapped l2" @ Sp//cos. tse�l %saint i"Dept!; 6x6-6�6 N:U✓, ,C M Whichever Wh,ehever I -`� l� Lap Greater Creates,^ Omit of /(tau, Top and (wit!% %4 N with ., - . P_n t, R T . " 6it;:rrt;novs vscar'cr yP � einf, 1i2 Clear; Joi,7t before Too/cd or tScrw Cut tloln t- co"C. bro k en ?s? ` { �I: t -. . Tooled F tqp l5eg1;n j 2"Depth 1 _ -- - j -- I --�I` Tooled t + rd e � is e c 6 rn,n, � t' � G •° � ��r�• / 3" Cl, where 2 iv r-- "'� I \ _, ,,,Ic - Loj errs of tTteel / Break Reinf. +, ;' `� f � i• I F val/ S aced men. I are Rego -Hoo>L tStihru s as ne uinCd l2 Premolored at tlo/nts f- ..- E. _ p q - (fee' �S'ti,ers I " -unles,5 - S:',-JZr' to foci/itot'c Plocirlq o f Exp. t,lo<nf f , Beam r�ackci 8 .t. otherwise note•,/ 7-op %Stce,' at Co/✓mn,S. - --- " Where ,r,',e� d - -- • I C Con;roac*cd fill � � 1 1. L F_ VAT ION SECTION EXPANSION JOINT CONTROL %JOINT ELDGE OF SLAB T Y, PICAL CONCRETE b[jAM DETAILS Locate Not )ver 32/o,c. Locale vc-,Not O ^ a /ac i , Ala %Scale, - • f�I�J CE: . Provide ade•Qvate bo/star har,,C, choirs, 7hd choir bar,.;• t0 Y P1rJA EXTERIOR CONCRETE PAVING DETAIL { hold beam tseciurely in position, t5ee 0ener2l /Votes, TER _ " TYPCAL DFTA,ILS �f�& ti — _ NOTES . Prcvr" " Expan5ior) tloir/ts who! ;,lq<r. change ; ° r , , �� P ' SKEE' ). width ar �rre�tion. , No. xf.`,) � � `.. '` '1 ,�Rir , Lqp W. W,Fv y- "' to provide c'ontihuous rei/ '-1 e/rient � HYgs;tat�sa. � a� RU: c r-� �-� c wi thin Pql,e/s �q`x,�' m, x. b r, R U J H I N G� 1T t..1) N N V - J I N G1 7 S/Ze y (loin%3. � ,��Z v q�,R40 t� lYi � ... I JOINT F=4TTERN h-all Lr opprovert by �.r .!, . _ F4tN of 0<<r No 116-, CUnCrC/_C. .;,: pF sTf �. - I c�` HYANNI S, 3CAIE: AS HO'}Ii.D R �i ,�. -'W.�LT ER M. GAF F A EY A.d,.�.az;4ta. 4 BARNES) AND JAR,1N1 1�°�`. DATE: mA� I i s ry d DRAMI ESY: C '. > A R C ki 17 E C l- • ,t PROF�YAO►AL 13MD1140 - AYAicz, MASS. i I -----_ -__ —___ .». .. .. ..zawv r z..: ._-,-.,. .w.t.uraz.r.._.-r,. .ass-:-s_._._.,.:... _..---::r.... Tm -,•- .-> „--,a•3 4 _ 7 C 42' n --0 ¢' 17! D ,IZ-.' ,0%a 17 7-0 3/a i a 1l.5 — wI - -- - _--------- - - I -------- ------— 4. 1 / + C `J , , r t13. 5 r � ' /VO SI-AB TH/S AREA tr, y ,/F� r. 1, `;o� �Z ��— o.n � I Top o f Grave/.Sub a_e(See SrOeCS) a f • r -— - ko t IF _� _ ` I , - \; '> v e iv' on.birr / F�atin� t�-- +-• 8 -5 11 - 19.9onc. Cc :� ; rlilpn G'J. R `u �Chimn� , Pod /4"dlj j 14.5 •� � ? 6 13ko - I Tj Ir 6 Cor, rab C , t " 11 - 'I- - -- %_ 'NI F_x L, F+ -�? i 5'8 _ A - - --- ;l ,,. �<) I - - - - —_J , n - i / ,►w � ._ y ►-•, rr:,,a I I - r: _ '-r � _ � r!!_!n ll'- `- ' �' l 'r ' I ` , /_ - :J I I ..-.. // -/C -- .. I .- p" ,�`� — •^a '� l e--_-_. i` ' w--„ 1J r'v/C' _ - _. .•; r i 1 - - - _ _ rL__� `t �•' --fir �k 1 1 "�+ o -• I I { - -7T r ` • �_ - — A -- A - - /o r _� 1. F -- A H - �_. , 7 11 � o L—� I Ll 1 fi \ r-I -.� I , A E A A —� lr. ] - -- i l_� I I + + + r ( r C _ 1�,-/✓�7 \ ,n'_r, ' I ,7h7- S. '\.�� l' I „ ! l jl--u `?.-�_. � q. _� �! C,1 �? L_. � t lc I s 1! 7 I 2 xF- 6/' wwF. .3� 7 I s-8 . Ii 1 / v , - , I 5 2 — ` 'T 112 _ 1 T1--� - -- a f. r� .� I, xIf — - ... �- 771 / I 4.c If -�• - � � � � � � •1' i �— rFiJc/7 / rr/D dfJ rJ t`� 0 x JJ I + rode Bm. � 6.6 c I A _ _ ' k13 _7 � � Aft Around l r 4 --�. _n i L �. 1 - 5.0 5 4' 'r I a I 19 C 14 r5 l r 1 � � 22 T I M I " I - L� ", NOTE , - � � 1' # { Ba\S�..r�!'1� r 170r^ l;l7LS !.?;?.'.7/l t?C '-7.$ J/r ,"i.^ .!,' ,• •• '7 �i, � � � � `' W W. F. �ei,7f. eor /"Pon) ("A Li cv 3 1 C� ca/Ied tong ,lace l" c_l " n t , S9 6 ConC Dlah o� JrOUr� �� _�Iled fo-), Place 1 " Clear from lop 1 74einf.' 2-Lo �r� 6x6- 6 NWF L'EFFcB, SEP �LAfS for fin/t;./; ptc. are col%d l rn to �f slab to be (2" /<�wc r f"7ar7 eneral to c, '"a N Top Ei 1/'-yo ; � k P ) 9 p f s/aa gr.rd- • / g f r/'7/� l'�fl\I��J cSL.ABJ VI7Q// b�' �i/'7!l/cTCO/ S ..� p q �coti f r UC7rtif;-�,;! �` t ea, /;rc✓ �= 4--1 �� � I E � c7rtil %ric%Pro'in/ /� Ol'/S c futu � p, E J_.e Typr cal ta/ v h cet t5-/. ( ' en FY'ADE BfA/V1S cihnwr, Sri /an fh;/,� 1B/ .tScc f . c3 g 1 .q�TTf ._— -��-- Y 1 ,N'?/V/DUAL PIERS ,�DO?IJc; ', {' _ ��� ,., �, � i I/, c —I T - _ - L�,' �; b t -`� '-�p%'C r / c /CJ J DU/J�Ut/J/: ✓Vq//. U/ LJc[J,T.` 7, / - t. ' 4 /„ ext r or r 7 / ? ' •'- �R f `� _. ,2 � `'.,�." ,r r•a ^F �,�� f'lL,�.�TE"RL, where nec�u a' �-- ���,, l;or r../. .;s' - � �.-� 1p --� P,�A I lC.r n O 1,' A 4y-� � �. „ %4 CONTROL JC'INTS in fovndat,-r wa/Is roc% brooms S/;O// bP /oce efel .• ' •'�' ' w/7PrN _5hocvr o,� thN fi/fin fhvs :y j Consfruo,on of Cortro/ ✓oirlts shun / " { bP as shocur Or. the T3/;/< <; r"o.afro/ --I, n Defarl Sh. 3 � "ace of Buil In 8 `S 8 27 iQ' !Jt �47// �l/lri�r7 '�;'O �' • 1..7�, �<.J ;_ 7-7 Ell "1 -_- El. 14 -�v Masonry Port//ios� `1 _ l •----—— ' for S/op U� ..; j R � a Re/of Se" P/oo r `, rO'Ce: ISQ/T„o, UrIZr, 1.;;7 t:�.':"7 ;;•r, ';.^ N��., .__ _... -_ ' � i ' � Fvturc� �vnG - - n; rSocrth Pace - -- # S��• - , I � r - _ 1 —r T----- El, l c_ E 6 h ----- • r _ Low- F O U N DAC �1 P'� �,i�,l _ _ s i.. . .,. _, ._ ..,.._. -_....,.... -- �,`� Grr SHEET NO 01 r4 O6dC r,ot I r-i, _Jr"_-_ ��r'C pp a ARi! \ G Fnd of Wa1/ U ` N�Jt I' .� ,. ~J( q 1 -� `/ m L-..� _ � r I • PL 4aN OF T (7) "DF VA L �_ S-2 SECT O z ��F. ��; �s�+br�� a►��' ® HYAN N IS M AS uAC H L SE r i -- '� _ j �S'c a/.. , = p cC AS F,101'EfJ � .�/ T 10 N ' WALTER GA FNE �h �i� -r�s-8. v _ - - BAr � � " JN V¢. INC,li, DATE- MAY 3p 196-9 _ M. ocic ARCH ITEC�"S ' /r. t-, ENGMEE,iS J06 I-)E 2 4 PROFFSSIONAI. BUILDING - IV4NNIS MASS. DRAWN BY� I F�_�V. lN S T N 10.MASS, CH'CK'D g , No • 1 a. 7 _ \ . I / 44 _ s- 17-0/ 17- 03,.y < -O 7 -10/2 /7'-`) /9 1 .S9 4'-0 'IOU Q I �- C) r ' 4� ��'' �8 15 �t � ` I � ►d I Pj O I TI act redo C , / I • `, e, o Z 1 i C? O T s L, 1 U' L1i i - to ! c rl iQ 37 -0 Z8 -0 37 _.0 i j Nki �- (5f 5 A cl ! ndBrOci,� A„ �i I ` I t j Wi i 5�9 v 4; r; U Wino' Br..ocin_9 O/G� - ill Q1 ti rur-_ 11, Ql ��_5 z3Bi5 4 �'-t � ( , , r�, � 'il•'..i:, ..{jam ,C„�JY. r✓. To, Or, 1; C do n.� I N L ,` ,.. 1 1 �-� I ` ( t F �� l I � `f�\ to �� . 0 21 %2� 24 2' ( i �6 31017,ol, t Ill 06- ( J N I l / 11 I r/`-Z314 U� 11 - 1 O 1, %, t?-E3%4 `�' l?_�2/9 Jl J !l-,j �-4 a! u r i 1 n / rr a )3 t U .». ` t, - 8 17 -Q �3 4 it 3 // -/ j r � -00 -col.` 5/7 • j U� I 7 _. _i _ STA1R °? ! 7 to No. 13 �.�. C - 7 Cio� - �- ' S� /� CSZ CSIA �_'�7 3 A �' 8 K -17 .y -L E V e S �__ <_ _ i j �G 10 7681E .4� � �4 9C13.4 i l3 %a 73/4. CO 4 t,onc.�T/n 13_ Top or u,u� �. � - /C ti J 813 - �� �i7 T'I " b .88 L (1F ter' � U y L� FJ ?1 O 1. - �` l8 8 b 9;�F17 I (O . .� btOM.. C57 -se C S CAS S 11 S7 CSR C,S� /C "i< CS7A - 8 Sys CS C ; C4 GS8 ro .� 8 Cu r <.. S �. r I, , t - I lObl? [14] '0 ��,- �° �� � 10617 [/,I: do �1 _ lop /9 i 3/ 11 Dock i,� - - - 2 _ /O Il v) x. -T u i - U.I 9 ;, J �� vV_ '' TM ; 1 4 b " De pro, "slab CS2 �-� n 2 Ivan ) d " - 1 -' �- d0 n 1 a / / / x t- X .3 -T - t..- Ir ' 4 - ' I / _ 1--� S 17 13 i4 1 CSZ \ CS 3 - - - - C.. q 0t CS , C5'z C _ _ CSC �.�� _ U V.SAjO, CC8 CS7A j 5 7d 5'_7 CHiI; �• • " .<!! 3\ 7. �I 6b U C I I 10 Kf 25 Ae 2�4 tT 10 uf: o v > a, *� 8 `3 15 3 515 --1 - I QJ�v ng. f fn (I � — - 1 - I tt 1 I O a r t O O y , r AJ j q vj i c� N � r " S9 i 10 lro 5 C() q *a do i I Z-1 I C�) C, - ,' U� r � .__ R5T FLOOR FRAMI ["l �� PLAN I --- - ----- I 0 !r Sf flaC�r' loft (U fO// b^ CC 0/at> Or r0f�on,' or Conc. �S,I_i h n_i I `q ''z Ji U Sea nCot'Qr' Club fSCl�e,�'�/� " M/6 't`h .yf 7 "^ � ,"! � - -.- hal! _. M )J _/Rf /S7/ . E tl, ,_� NOUN? - -- I r�e R F REt \. a� for, Beo'm;; !.fit )c�: /tiny n Entn• e und,!rn, ar Cofor Tlcr!^ sha/l be -coated v;'tr: 3/4 nrn. cy 59 I U O fXPcpr�oot'/!, i l iitc, 44ono-lKotc or 'eczVo" 1 A// �Ste�/ oec,;: �, shv/l b- coat i rvi'.` /"min.rE.Y^ ;e._:,' column 4 61 am :,n�;;•. J^ f'min. , over•) Lycr�ayed- On Finercr ^f i;9 . ixce�t hearr;,� marked th;�-: • ♦ on plan which sha// be tiredoor�d fey o oornbination ->f con,,:;-et- u u c Fi /n - ' 3 9 I S;vro d~Or/ ,»e noo Piny.. �S ee cs ection T F_ �,l +`_ "h a:'�' be c't E/e v. I t 1 y , I - - - - r Y l 1, " ,l • /7 -n%4 - r JJ J a L / 4 COF" AR SL. A � CNEDU L ? '? SLAB SLAB REINF_ORCF-MENT SLAB SLAB _ REINFORCEMENT _ � NOTES : MAKK bEPTH rr)F,, GAGE 6 "T" WIRE TYFE' � LMARK.;" MARK DEPTH CO FAR GAGE "T" 'fil tE TYPE REMARKS I for Cofor S/gb installation details see Sections. I 1 11 * r ,� Bars #4 n 9 For rcinforcinq bar cut-off poirit,S Se c "Typical One-Way A from r--- CS I 3e . 24 Ga• y f Cv 9 2 z " Slob Detgi/5" Jhcet 'S-/. Burs ,3(� From- '- -' I Wall `''I � Wgl/ � Z 4 G a. � F C�5'3A I Where Cofor s/gbs qrc Shown on p1g17 thus: T 5 the suffix 'W' indicates opposite t-1gnd. f C52 3� z4 Ja IA,I I CS/O �.3z -_--�¢ Ga 7 I1F" Provide "drive type" hangers where required for cei/inys qnd mechanical trades. '�- ---- Hook Top .St: -1 *3-i2-.___ _ __..------------ for additiong/ reinforcement required see p/an and se tr'on5. , _S�9_.. 16 C33 13z "� �� 11 !Left End where /8' CS/! 3z / y COFAR SHEETS - Un/ess otherwise shown Cofor shall / 6 - �4 3o, A Z4 .-a. C I : - Anrhnrage Not Possible ' hove end bcgring of if min. . on rrlasonry or Stec/ and -- from r --- -- -- ';?�7 - - --- --- - ----- ---- edge bcgriny of /" mih. on masonry or Stcc/. S ectS ? H ors Cq 3z " --'- " shall be p/ug weld-d through curved washers to Stec/ Wall _4 C7a. �' C supports (m /z" o.c. (24" o.c. Qt edge bcgrings). I ,�J T F �. 0 ... -_..F I s.`J� PLAN GENERAL CONTRACTOR Shq/l pror/dc oll miscellgncouS C55 z " - - _2 (5a, .3i� d ----------.. _ -- wh9re fshec9 05 qre 9 cut d to s oP inns d9d s oof ther ofar � '�y SHEET NO. 4_ obstructionsi qnd q/so a// miscellaneous forms of wood �s FriEla? R �....1 's H I N �� s ..� I r � .0 as 12 AU a�S or metal Qs required to make Cofor slabs "tight" to C5(21 30- ll ` - K + . retQin concre te. �90 ;-rt 4 ��•y� y [ -. _4 Gg. F For top Stec/ commnr to two slobs provide larger _ _ .3�6 ; ---- - Sipe indr'cated in Schp���le. NYANNiS> M SS�4CHUSE°TTS froln " B ars --4 - �. � --------------- --- ---- - ------- -- ---- .:, r+ � SCALE: AS._NOTErJ C 7 3 Wall `►� r F ARCHITECTS --- — -- - ----- DARNES AND JARM E. w :, DATE. MAY 3,,9C�5 WALTER M. GAS Pa�Y ,1f-s �,�t�ti #�� 7 --- --- '?,t EN G I N E El S 'DRAWN NO PROFESSt DNA:. �(SILti1N` - 'r1YANNtS,Ml�JS. � 6224 j 2 4 G g. C I ).',TO l l`t, CHICK![). 0Y: \A JY -- - - IL -0 1021 1 /7�-03/4 17' -O 4' l l �r , l7 -O,%4 7 -/(D/ „ I � i I I Ifl � 1 -- - -- 4 L 5.4 _ 4L54 I I do i V � I CATWALk, FKAIAIING f vEC:OPvD FLOOk F'RAMIh1(7) �ATWA''.K FR.AMU .lo j 11/ `A f r g •» j r r _ , I 1 N J p q; -6 4 0 1 J I ' �� 7z �� ) `���1 II '; I � 12� 'CIE 17 , 1�� �� ' (22� -, �5 5'� �� _ _ . r �- 3u Ir r r n tr l// Z t ,�., _ L. .. ' :r -/ ! lr / n ; A ' » t 4'i l /G G w ` 3 ' r ;2 a 11 f3- ? 7 „ / I-' _---- - - ►-I+. a.,rp -. '-' ►_..., .►;- _.. 4a - 4 I � i -;� 1i - /r -1 v ,'C' / -/ i i:•,. - ,1 ti P. Top of Jcist.S F/, 30-9 } ,. OT 8-I N �1-4 T-. T �30_`��' ' I C/E✓ ??-�' - "3 ;.3G-4 d 8B l.3 - f"_.__- '�— d,• ^• i j \ �./ Vend in n�� i d 3 u � � nn - I v \ I I/-,ij:K it �E��t,A :�F 4 S-T l-O ► r� i'� I �'� 4 j ( ^)� 13 r' lQQ i J 2 / ) I h 30-9 r B,r p n 4 �_ � C�' _ �� I � � � C i 8 ViF!7 �30- I �.B/2 ,'3 i (l4] '��._ o � Fo _ro �_ C57 CS8 C C,55 CSC �O CSB�a CS7A, u� I ` _ 1 L i 1 kf I ♦ r�. LJ ,..? _l) ..l ` C-• 1 L.l �. �, r j it y. ;�: /� (1 ]� / '� t� �' ? �:r C'� /- Irr 1� Q i, (l 0 ll n .. Kr T, _� � , 'Y' /,-) +f 0 ';' ,-� -9',, I� 3 3 1 l3 -1 /4 !, l< 11 -9 0 _ sb » u 7 — 11 r 73/4» 17f- 3 l4�-7%q do S-6/ l2 Corc• slcb -" / - 1 L • / Pre t o I Top f , ,30 -D. r> _ n ► 1 r _ j d0 / •'' _L - ---- e T__ t • q -a _.��. IJ ,.r if..l i.50�-4 /C'ffe5 i-�` �� l0 � � N. � � 7. l t -� a _ `` 1 do r c.� �� 8 J 2 o. �^' CG I I (6 r r 20 (30-4 . cio c f U 7 A ► j i 2-03/4 2Q I8 19 22 /O _ ;, III J I I . . , SHC�VV!NG �OV�% ROOF cU NOTE: .op of cSeacor"d /%o,, c:/ab 1/,30'3 ». 0ce ' yp/r_ol lforr:xform u/o6 Detain phi . 0,5 uectrcr?6 f'or 0/2 LS/cbc on Corrufbr/r.cSec '"^.f%�^ S/ab WSJ_76 on _ ^ofor „howr, o,; Iola,-, tlw CS/ a// �4tPr/ be�: -r, �1hoLvr; c>r,p/o/7 shy// _r�r •.yf- F/.,31L04 unl'�SS C`herwise 1`20f-� ��� FlkEI'Pr�F ._ TFVCTUP'E to �r,vide Z `�"UP PA.TI^/G for Znd Floor Gonstructinn r` ?r, / r=�-�cr e.-ifior AFC-7 Poof -/r d ,3 HOUFR FIAT 114E for be vets oupportin_� " f,='r a// "'r-/urrr,�S Q5 1 � f O fC?r � ,�!� — 1 _ I ►1 .. _ _ n ..n !`/Jii 'i.,vi,./•` .' /1.,. , _ '!r , /1 'r �3Ji!-1C� !."7// r,.7round. T� r 7!-O L�,� ," 'r. , °P<- � ._. l,)'C"iCt/C%iJV?f �Or!tJ1°OrlT /�b ✓r, c„'' :.`�Jst .ocr Plonk / l.! i �S o_ / O o. f �Sfia// br P/, r nl-,0 41) + fxc:"/` b'v6co .: ... .,,". - / ..9 --C///`:_r1 .`O: )fl �7lrJ,'. f/i':iv . 3...� 27 dctCVI d on this ;t,ent. j L Colic, flr�prOor/n_! A// Ar'wur c' Frcvidc f'ccr1P�-:, - - � I Wedy c /n.sc-rfs with 6" L9. //o%/,;ry I ( �� f3B/5 _ Lirfr.. l L-1 I Rods ��3-O mo x. o.c, t I A I\ I 6 812 Linfel L-� F•L.C:�C� '.. C A.-T" %�4 L ; r At�/�l NCB LSN OF Mqss7 V [7 S Y t o _'HEFT NO. L 5X.3,?X/6 COnt: 4 ARTNUR yG '� F BUSSPNFS J.t, y R U S N I N G T ." N U R 51 N Ga Width of M. O. -f' - a RIJSSE! 6" Each end F S41 /SE� �� I-IYANNIS> M AssAeNvsE`rTs N T E_ LS L I L Z !SCALE: AS NO-rF-D �?" _ /'- n" BARNE'� AND JARNIS INC. DATE: MAY 3� 19A5 0 41 WAIL-TER M. GA�fi���'Y ��.o-r.�tF,l. ENGINE it nRAWN BY' .JOB ARC11iTt� Ts 261 FRANKLlN ST. 9DSTON 10, MASS. , Noc.4 ��tzo�E:,Sk:?dt,L BULDING- 14YAA dIS, MASS. I C H QK �_ BY: r r r 3 2 7 VOW 42 102 -On 42-0 �- �;� S-% i I I, �T t o o I 1 t` � I T LOW W RO(-)r FRAfXNG H16H ` ;; 1r CATWALK FP.AMING LOW R'rOF FFRAMINv do do �"' ►-- d Po C) do do r do k Jo v c� vp Wind Wind arc _ x \ F —I • do I \) —j i Sec ^; -ssry- � � r � • ;iTlr71-r7 f lO-6 e L\J I a- J a M i r �rJt Trim L �t . V �.x• ( r O r r I ., 12 (16dc ! 2�1 � — 2 do t-lhi� �'`4 � : /4 Z L1/4 /!- , 11 -9 _ 9 8 ! i 8/ 4u r t1 ,... ; p..0 - i►" sty _ -- - - - a l 3/4 Z 2 I 3� C = - L-. 11 - _- -- ----- — 1 - --- _ - ___ y -- a M L 1 _ - — --- c, J C) t' m 9 B In f �� H dYou f 7GlCi N 3 B li�� 1\0S_6 i � 4. acc r N b 0, �t/alI ,p I v Wall C !�� �� �C C I " COT7 4 V ►- �Q3 AI 8/.� L' ,L_ c _ <� 1915 F�f z7 9 n z t e 14 11 A - — i . ( I w r , I. F RIDGE i m R,JGE •�. t, \ <. \ a : F _ _ L• .{ I c\jf ! n { , n 4 I I n I �'{ I „ / I { t o y� ,' S-(q i 35 \ct - ) - 3 l ` `` • \ �1 ! n r /-4 / QO r r v�!R4�- I {� / - .., K _ B 5 B 843 ., do 6L�C._r IL -• . q I u , 1-/� r �/4 ----- l0 I S- // -,5 P l I !y/orcal uec J .�Jot� i 88/�' l i BI'acr;71 ur O !� � qJ \���°'VVV ��V � t�� Q.) t� ' ,• �: /� _. \cJc�V �} i �Q t�, �. 1 � (. V•` •,is i - , I' m 71 JP - W F 2 .� - M. / OH - _ j l> > � A f6� ' (- � ��•�I a'o d 1 v A J do �� f� a• .I � � cOt • �I \� r ) /u' -4 8 '_4 i h Al 4o him r l O I 4_� r. p �. C rey 1 ����' �':� - �~ C Chimney *2 V A 1 _ - ! ra `� 1 . a. A I P, f 1 /� 1 , , I I AL F I I`. G F Teti r,l F �.{ v 1 W 1� Hl�. F KO�� .,A _K I / .f NUTS r c C) y ;k ry Low Pooh' Constrc1ct/or, ohali be 2 14 LryhtWeight Preca f7 ' „< . 9lac 0 J rol p 1 I � 3 � ,E x en Lsfe:i scams . See Ger,er.�l Nofe�-' tr!fi.� �'-/. � I c i � t\ �• i h Al/ Estee/ root' bear;� direct/c� +}upGor'ting ^can c..,o/anh k4hvll fOVG i\N 3' -/" \� :Jr' ; L'hop weld Story /olote c J1, tvcj t'/ar,ye`. ue 21 U Lnw Ro,-)f Constructor shall be fire roofed to provrds L HO,_!,4i' �) i v-6, tD " FIRt_ RES/( 7P1L' RATING ( ,3 HOUR on Colum as f©f'ow >. ' a c� / ` r' , "r --.�- A D v/de � t / �YGOr7 ,S w or�/ o�— Pr 9 - - - - -- r r 1„a fir, �. 7-10/c i l/ ! C�jq ' �" ^. her F., ��, ;, at Under�/a of y sv ) 0 7 1 lL _1( � -Q / e C.c t o' k 7' l2�-(� LI 11%4�� , _Onn`_'' t r7r vv lh rOOf Bytecl. _• }' r- s 2-� Too of �'tc;-, bcom ,:r: � in Low Roof Area shall .be calc u/catca 4c`'/-0 n1 Worklrry Foir,t grade sh,>v;� or /qn fhus, W.R(40'-d%2 " 1.7f �— tycc Trip of �stef', bear/ grades r, h'iyh Roof Catwo/k /<raymrn9 Ar ca �`R` 4 ' // to 22 ,'loe) Shall be El. 09'-9" 27 c- CHIMNEY FFAMING : For DPtoils See V5hPet 0,3-9. _._. LOW ROOF � CATWALK FRAM ING PLAN `jµ OF 4f4 SHEET NO_ ARTHUR G _ f'� i ^ ` RUSS, -"i R U S H 1 N Ga �1+ `t1 1 V 1 V '.. � �3 i i�'i BARhES, IN. �, S-5o No.1769 O H � (Y 1 E ° • po,Fs 's, �4�� H YAW MI MASSACH 1SET-TS SCALE:. A3 NOTED 'r"' '4 "!') t� SATE MAY 3 t �E WALKER M. GAFFNEY ���tr�. CAEN1�. _1 , ._ ' ��NIS INC. 9 ARCNIT� C�TS E N G �S DRAWN ter: 6224 PROFESSIONAL_ BUILDING - ItYAlINIS k1ASS_ 261 FRANKLIN ST, BUS1C'N 01;VVI5, N1 C Np, C K D 13Y= 4% 6 x I/3„Lcvclinq �, / n "✓.P. fl, 4C''-5 3 2 -51/� If f c It ,t a lorOvirrP Stop S for Roof T. 10 ► r x x %4 L < C-3 t• --_ Plonk Atl Fcocf Beams -aCh�lS �e 1" JZ„Xt "r 4" a (5' � -0~ rJ.C. " Cont. Trim \ t' _ ;. 'g Weld -to Top Fly. of 8m. " . != _ 5 c 7.I 16 12 16 �_7 0 o- r ` / ifr,' Platy �j I I �- - , iio g�-4 _�/ �� i/ , n _- " 1 r - - � Grp - - Q - � lO .� /r!c -------- I �� , - C (. �•-�4. S - �'r r A. f� . . . . _ • .. 1 J Z� // • • r/ 'cj v ! 3/4 Anc,,o, Bolt � s� / G, , {" , � ° � k` � 7W. # , i - /an at* _.� ?- 12 __? g 1 ;o a _ P_rk Wa'tc „ .,` -_ .-, a « ' ,.. ..., • / * � ,C-_;'4" �,\ i. Bea'17 / / WIH' till ,k FCC, <JY, l-v'Irn - Anchor 6oHs /2 - / t -a �, Q C 4°o.c. -, / -- -�r/7f/(JuOUS �;r7/`f/ C.?!)/iCCff T i� /7/S N,°✓f;'' I�LIO�,e O Or ' " �1 - { 2 P' coot r�.. . , f�onrY B vn/ o/'v y \ PirgPr * on Col. 2 � l e L To of cStee/ `••� F ! S I C T 10 N sPction S6 r.^r =Y6,lC €no'5 P l I ti LJ L— 56 I w 1 i', -4 [15.4 f I _ I/ I G 64L �7 ;9U ' !I I +�- /~ t^t�hc„ „ /Y F _ Ja ' I 1. /_�.�,_. 1 i . •— �� `fern to c i2� n, ^ i1 �JA ,- T I r t = t v-r t - 7 - tv _ W. � " � Tip of ^itwta Jt el � � t k � � - - Y q or - ro - \� , s • • 1(� ' n r, �� N � P�, of- kv= W�/d fo 5cam , 1 /+ r� ... 0 N .4 � .__—_..--_—_ / -ypC ! �/ Q/! CC7tW. !S�] VII i Ji'53; ' " � / a 2-JG d Na/ls _eg 0 r _ 6B8F `� � iN., , t, ..8 l/ /'� j � ix _ / 1 Tod �f6cc,, j /-- ti !a ed-01, File rro;71f",') of each Plank ! J_. _ ,• i W.�(38_Q} Hang, iW.t ,fig-0;- E, B7 -8'/ P y p p a 4 lS '' I� r 2 r- i -8 - o t fl c h `J q X B F r- " 4 3/4 Ll Trlm L JC !3 .••I 1 rt _�,. 3 -5X5 ',arr/v / J 4 C M 2%Z x 2/2 x j4 I t 2 K 2 x 9 L- -9 ,, Trlri) L „� r Bolts 2 /2 ;rnax)o,� N rHon er Q' `i;„ /='nx ,4 4- 3/4 - P , Ow 1 �. '� 9 �o d a �a I " o. 1 -4 ,r 3 E C T I � i�1 18 19 �SCo/e -D Tr./PiCaJ fc/ crlJ _ 1'w:7rit; r! L• a .a � T ( , ., '"1., ,. f, 'J` � %t-" _ - --1� ;,NIA H R00f FRAMING PLAN n V � 4 I NOTE �f a/e :% _!-� h 18. ' Hl,gl7 Foof Construct/--)n eho/l be tsimrlor to LOW Roof Cono,tructlon Cy F'r^,cr00'�Cd 7a l !D,,l; bQ�t Lax xll'� '` �;r�,✓,c/.- ' HOU/ M/,V, FlRf- . fJl T/V` RATING(.3 HOUR on Columns j• (ace Notes uri;�'. r L 0 iN - /� ✓F Frarnlnq Plan l�h ,5 -4 _ _ L s - SECT - JL - :\` \ 1l tl "a ;., Top of�t�-;' grodes to be ca/cv/algid from Wark'iiJ�c Points /^/ven or:�L7/a,7 lSccti�J, ;:. Lr .\ , t L� L !/� x I� \ T^� of utCGJ :! 7' \~� 1 I �„ r` - SAP 1 S b ea b, above LSec>m c r. , T 8 tA`2(� ,j7�83 lit Bearr) bE below _ - C% r J'J Ap c/ v --- N I ROOF F"0,7;,rr� . . - a� � I I D \':\ - , --6/ � ✓�///j ,'`3i ,'; `.' fi c L Plan - E8'3„ - - (doj j vec ;i;' h 4i' '¢ - fi, -- - --- /-, ^✓;U P'� r s �P1 I / �1Cale l/� t ,,rrJ6cr}•_ h .t}✓ilk L.tr ` -�- Z/?_ < 212 /4 L i SECTION f' t� ,� �a vi ty wall I-- v F) L A R _ L . Jr - , �S 17-4 1C. -.• _ _ t a r r I - I PC. A" '✓✓src/ tC ,`.1 f tPr --- � I 1 PLAN AT F I ;t - l�j -4 2 L Connection Bel L 1 , - II .- 7 • . IJ- 1 g ----, i —' .�` t� - 1'erd Lire - .._�•- '� - � 6e.ym o c:,,',vith I ey f3 Cim vJu y � i I 3 :'ern b, no? �ihown-Connect t» 1 -ee tSe tivr, / % „ •�-• { : Tor Z < < ,hro-Plate as for Bcom a Top of �Stee/ beams shown thus : (37 -� /4 � � r , PORTICO CEILING FRAMING PLAN f` ts�ct I /r u e P � Ii!.. _. f';,, ;'>,F/nor — _,t; „ �:� r=ir/. ;';•1*' ,:,r., f I W.P. El, �� „ aP c Beam D. J7 f3 W.A. �l - -- .I 9 _ I -; -- { e S (j / % EL�VA _ Toryg- - _ .- / i I r C} v r F_ . . j ' a �PrOV�d-On For Detail of 8 Rafter Beam • • --� 0✓ " ' Rafter f3ca,r, 4 ,; 4 -r010 f _ _ � < <.1'_ ion - - �sPc �S�cfion I t J Yy c ,-Tn of Beom �71 jn 7i to Recd C1i J� - - P L�eam d --- Yo4t, lo'n C and - <-onc.to -1 s /4 CoT,L I - : i Q hJ' L 8 I a -- . 3 - Du ter•.J'helr . r I lS ,7/� � lJ C r "s -a'�'�..�. b you gr Fla,— _. I / O5 andard Thro-Plate " ' reinf J 1 ,h b ' ��' ,�. ,._ _ _ If <8 L^�, j „ Fxpan-Gle Re<,d ,, T C14 25 ✓,P./, 3O 2{ JO N� ,� C/I S- Coll Cr ,. I N/2._ • �' _ E pal tine v -IOGa S Ti O S C T I N `�) ✓ L...- - i-- �i a. _ I.�• `�� I -o/C /4=/-O S C.� N �T> A . 7r Ccale M _ y n J U I r,n l L A�. �1 �} " •• •� Extcnd W.W.FI-o; I Into Cofor Slab r Wood or' h4etal / \ - r` T I6 Col, a - C/o�5c !'e `aryls ION ,-6 be 12 Block j t 7 ._' 7 x 4 � o,�e IL �� l,d bu Genera, :vr,%!'a^tor " ` 'U pin. Z - Floor I \\ - - `r9 lSCa/� • '/4"_l-O 3vt�from 3 , IL"' ! �' ,- //�2 k 3/8 f EJ:.30'-g " 4; %2" (Slab ' � � Concre to -" � I 3 Cc�llc.. /4 ,501f s I- Roof Plank , - -- - - J _ �_ _ I r PART L/� N to I3cction _ Too of �e:�m ,..._.. _ �=� ----t 'r. eot as sho,vn or l,ote-� = =' -- -- T i D. 3/ O/4 /.. Scales4r_I� " i --1 -- C l-v, vcar'i e •� .}� B B ll " Z- L s 2 < J%� x 3/i� Cot;;. Brick `� - �; lf¢7/2 i %9 cStiffene;' ' on<al.� B Weld to Nall-t u team ' �1'c7/,/ ; . _ l2 `� � � �- 1 1 -- Z L'.- 6 rx.4 > 3%8" I 1 / Min. pray ed-On { o� y P r Fireproofiry 12 001" is - �- / Firepr�r,-;I,J�� W:dl a S E C -f 1 O N E Z (-6 - --- Blev. Vorie s 3/8"Con t P/ate t _ e Pair l /�i M!1. I �- Conn, Lq I - �...� JQ i'j +. '. s- �� TQp Of BeOm .i �` , .., ---- f'• L _. "� �!�uK 3/�„ " " // " „ , r o L4 P 6 �4 h J/ /4 C,15o;,d t - �4 'g �J "`� l2 End of lit 'j�♦ O v T P � BC m,- - - TJlru Plate �=_— 1 --- / 3 Ir,'7 / b I C I I `,.J N r' _� / 1tiF l N I " 5 1/ ' �,, _ /O lnF � F1. �0�/l2 a ► -H I S G' 2 S I�/8_ Mm.Upra ea'-vn �1r? r� - T 1 ♦ ♦ -._ 1, 8 Li.� 3 " I 6 KF 15.5 FFireproofir,v y 6,!` ,I ,'),K I All Arou!);a �. l 14,r7. l I. } a �� IA 1 G H 00 f ` f- R/-^ �i 1 1 - T ,.-.. f Glad, i I � I � I �r0(/�Cl ✓,') t'f 1.1;'E.(_. ��/7 _.._.. .. ___ / ,_ I� � - of - -_-_ ----\I ----- -- - - -._ \_ I-. I I — 1N M - -- -- , /re ro-;fiJ,/, tl, gilt,^ , ,., � �- � P JO G►F2i ,, I �S'het/ 01' r shown or nofcci, I I i'e/llnj Fl, c'9 t7 , Fire�roofJ,79 0� \ F TON ` ARTHUR 1 } I I �l V i V f^I 1 ' 1 '?vter Shell i �, �7 3%8 Thru l�,'-� / I_.�_! a RussEu ,-� �'� tA � � Iv. Fes,�� f-•-•+ ! i �ireprocr ,y h - s �K. ' ' o .,.k 18 dColc:�l4 = I -O 4 5 E C T I O M 6 f�h� k-�YANNIS, M A 3SACHUSE-r-T5 f. . SE TION 26 SECTiN — .� � TI 'SCALE: AS NoTS_ - -- -- - - _--- S-6 "" t,t ,.. 3 °:, _ Ccalc: :.3Y4 =lI 0N ,3 '' � TJpirol for a// Gab/e Ends , I� I: �C° -i96- - - ARC N-rF r,- i DATE= MAY �3 5 W M. )OB BY: f r 261 FR�.NKLIN Si. E3�aTUN ' �#�.S$, 6c-� � FROFF:�IC)►dAl_ 8L'lmw HYA1'!I*ll�, MAST. ,.: /9 , � � tSCalc. 4 -, U EiJ�;11, .. J i]RAWI^. CWG D. BY; t C E) LUMN - S C H E DUCE F �)oLS , AIL COLUMN ) A P�1 A4)A� c7 A2 ' B3, 4 27, B23, 1.1)1- E153 , F!B, 18 GII ,G22 , H4, J17 7trP� 5FYZ, ` > K9, KhLI1 K1 , 20 K20 K ?_2L2 KVK28, ' , 03 UO, LIF NII NI 4 WWF K3, K D3D4 D27 D28, Ni2, Z1 LS, LCo0. L ?7 N c L- 3I Wa/d,i,a• - K2, K 7, H27 HB, FII F22 M3 M4 L I ,04 K2'4, K25, � � � � � -�� �;r,• '0)F/. f1. .30 --9" 3 Q 4 R 3 R 9 4 i I 2//�,r (✓,:,s , _ �- r ,� __ I S)_/r �/, � I > L 2 ._ c 5, , � I (— - - - — j L E.V LL r- Z7t F 28, A ,fir �I ;,_ �•� R - _ _ S a 3 9 ! -27. Jerst� I ,_1 l.� — u rac -On 4x-4 !:?/;� N.W.F. - 1 '�. e; HIGH POINT OF �T2� f l I I ` ---� f rep; ova eed i u I ( r IF " AJIL_ „ ( Rnt+cri7 Ft_749 o7F. - - - - - L -O max. %-G max. tap r• w/r, _ R -- -,— e in I i SECTION r l , I f'IIGI-i POINT OF 1_20 I 3/ " Low Roof ? , Fo. , me ProofinJc and' other' r�ctails ccc ?ect/�=� ` 'i NIGH POINT OF LOW RooF I I' -� E_ C� T 10 I'J a N Gov't Anchor' TcF of /Dist Top of Joist Tr/�, r ;,r " _ „ - -,!e•_� " Q y Q El. v -.9 zIf Cii`In r2 re-cast " To p of Joist -� P _ t ri Fin. 2-/-4 k fr nd � Z � Q� />P�e�f,, / B/. .�D`- f L5 - 4v \57- 3 -a - I `� IN STA I R5 #3 c. d z X - Gr 1/q�c. oroun _ s b Conc.Block' i t v I' q. ,N a� � _ ;IN IN.f Lints L-1 - 5x 5�• .� � IRS7 -LOOK Ft_. - 3ECT10N CO , I 5 ;tT� •d bas Mff t,' F -)Cr u` If .., � 4 I ,r n . ,• _ n .. r rr Br irk l -- - _ C y� I race cf 8 r �� See e �. 11 �l 4 � n n 4 �• M !t ,, 'f�N ,I fl + T-�- 3 A;�E .,t z /O x /O lO X/ I lO X!O K/ !O x . - ., l 2 !L� / 2 2 /�4 /O x Sec f I lO X e e ,�c a/,' 7 /(3 ! 7 X /O x /` w J x' r X 7 ' ,J %:� !0 t J l l� I'' 10 /'� J / -, ,l a J R r q A " 7 p p ` x! / ,. _ •, +C O '�/ x ll x/ % .<_. x x rC / X x ] 1 _ L vee /above FyoT? ASE RL, l0 -7 In -7 � -4 -? 1 7 . 1920 -7 I 10-7 2") 7 20-0 % /0 -7 I f U'ce Det-�il LTcc Detm See Detail ' � 1 . /.. See Det7;ll LY ee L:>a//•, REMARY. %1. .,'L Col. G F.^ // Cols.` ^5 COI. [J22 i I I '; c_•at v�7rr GO -%r, �9/)_r�I4 I GENERAL_ COLUMN TOTE S 3 f I I " ) —fz." rill r- r N a .`? J�.KtF;r'IOr �rJdi7. i�CTI/V. � C;OI. All clrcu/ar or rectan uiar �;ectror; cGJurrrn� choJ/ be 7,or:c „wt,m fi;/cd �envii/e l' -� • y , �DCitB/ UtIG7/J J;'. 2 :�r'_'gtCr I -i` � _ . ' Lally Columns nr G'onroved e ,a;' . jce_ i��encrai AJote�s l_iheet �^_/• q ; ` a )r ! J r /' ♦Q= a n t-J-1 an L'rJ�Se. l..�i •'.� 1, ail -_#-V-- I' n Q y arow�d, Gott. of Pocket 1j� Col, Prov/dC /Dints/ Where Cok"Irins arc tS0 /n0'/ itP.d /r. cnccd'lre M11.3 f O-6 U i!7 �" � e �'ha// t uh/ �o e �.SA// ' f'rreproot'sd '7�c7/JC/ a CClr.'il;.; � /)c7'!lh,J � i3 J70U;' ;n;,)/,7;'!T.•? �/l'F' ,n:_7t. _"l CQU:7/ fr" �.'.c_. " � � I -- „ hall be / lower tl7 Jn i>T or Eguol for' ( .11 labP/� �iee T(r /ea/ Fire roofed �;r/;. „ Pe i �� ice" - , •- -+ - - 1 Co/urns Cerai/ thr� �h t. // N r " aOt� �c1` r ✓. �J� �reGt;01: � t �� 9 All boom to eolurnn connection ti;ha/, bC 7nru Plats (Doub'. :?w or r;;esl a ( pUna c, T .4 -,S.S othcrwlSG lndPcated /ri uch^dJ/ cm CaF^�/Ott f` f TOrt SIC/,^7nS r - -- C!/'CUIO/ �tr' r }{ aUIGr C C �UlL„1"ir7 i Imo: �: ! fD. Anne ction� �,ha// b� /� below tc110 of uF a , rno�st bear;; corm_c e .he.^efo. � i R,S. Lally tree �chQdv/e `'cr l:Olurnns re.7Uir'ina cap p/ateO ZQ S �''teel veams. L �S u -----�/fi - T- 1 0 N - � � S-7 � E_ `r ALL veer: to co/ conn� I ( - I LALLY GOLUMIJ ON LALLY COLUMN ')N TYPICAL COLUMN SPLir.E A,',' n�'� �s �°boll �shol;' hove TWO rows C O 1N C SET � ';f`,!A 1_�- beys coat - of holes. '�Itere �te; INTERIOR PIER OR FOOTING thru column/ r row is not reg/dfby - ---- ;ot as R 'd. ,•T d CT I /Dad provide or7/y �S�cclex'/4 =/ -U �Sec�le :3/,� = /-� Top J , 1 ' ! I One bolt T� L th/.^ roU✓ � I 1, u,aC Lallq Col. o� - insert / / C-onc. - '� � ,�vgs•. r•^avid- l�prclyBd Q� ♦__ ♦I � It �� -,---�- /nN t t I - ` -- -- FireFr• ,,�f;,;ra � `� rnln. Verrni� u!/t. I f,B fra. ,c tr0 w F -_-. I _. __:. • 8 xa of F.�ut n r'etC Fill - - - — -N - R die/ I N h, 4X4 /O�'l� l ire ofrii _ Con i" 3 " 7/e. t:� eer' irr. /" ,9 ------ I - l � Pia/� C onc.Erlcau'."„%`•/ii I 4 4 TyA�'-- - �_ � I , 2 ,✓1/r. aG � Dunn i, to ,u� %4� I Cone, filled I •, r / .� ., /! G - ') W F �Lall Colun;n J 1 LTC C GencrOl Notes Gh #,,S-/ fo,- connection � � Q i I F T ca cif re Uirements• ,rj '_ „ o� `� Co ; • E_ C I i NEY�7 ND CAP PLA7ES o!/owed un/es C eciFied!/ in�ticafec Cl- o "� 4 r r _ — Concret- filled S E C T 1 0 N p y it Lally Column, , S-7 TYP. SEAM TO COLUMN I �SCa/e �4"=l-Or I T � D � T Y P I C L C 7/ tv 7 Ljca/e .3/4„ �TA I -- - +ter cStcer �/, OL 7 2 Z C) IDETAIL r/g , i = 1 FRAMIN _ - -�'ee s r y �___- C'c/-/rin ciche�lu/e ro,^ Gen:a,^ �r' %'/mit I Ii o Fr;^e aor'iro,Jee T icu^ �i° Ito/umr, 3 No �SCcrle `'� a - J ` o v t j'-einq D&W for Jower Limit of _ J �__� � R Fireproot ,g I I_PPe'r Limit ,sha// llln 7" t _'` ''�.► �- 3/�/'t� C.t(U Q 4u A I� CQ bin C' b�lOw 13ottom of lbvveSt N �- - -�- 6 eo:n from ed To Co/urns o t the ,... ._ .� C- 1 � � '^ \ti p� '.7e;',i<r�'! LCYei ,.�hotn�,� i;rr ti;N i 314 - � I Anchor Bolts 1/c CO) , •. e - - r.' : dchedc. r,^ ✓i7r, � l L , 7 ' ' ` >is' � ' � � °'• � -� � TYPICAL COLU�`✓liJ TYPICAL FlRE. PROOFED � Pln. —� -- 3!z"Cof`or " r - -- t_ .SF_TTIHG DI~TAIL LALLY COLUMN - !mot �► N / - _ tsproyec/-On Uhelf L -3x� 68 F B II C `� F 15 E 1� _ I 1 I' Or I L L2`5 !/� K y I �- , N l N 21 N a2_ �NJ - c� 8, - r Z-- BB a9 y _ SECTION , Ft, S L. C T 1 O N �,�-, „ nn ELEV. _ " 0 I � , "" A,7ch o,• Bolts `�� .,.. . � � ! � :-y/� • 314 =1 1 I Arc,'-or f' l - if 7 a t ' 9 ,r l >'< 0-3 � COL_. L 4 J r, r� _ .r .COL. ulE31 51MILAR. I E _ O P P c l HAND C O L L.J M t�,' SC N EIDU I•._E F R A,1 1 I �- DEt"At�_F—3 lr�1 L 6 11 t•N OF M s, -- — _---- „ of SHEET `,1(C. yc � ARTMUR c� 9AIt^,ES, 1H. a K U tiJ � 1 1 W .i 7 ( _) lfCO/F':'/9 =/':` = RUSSELL �° S-7 i PIER lji B A `J F I -IL_ AT L._. LIE I C-1 f L• `J a'9 No.1769 O Q DETAIL AT L � i ";i L/'� - - '�p�FC/gTEP���' ass �r� NYANNI S� M ASOAC4 U55 T TS For D, no+ ,shnwn sQa bMAi a� SCALE: AS NUTEb ;;/�/ BA .1�! , �`:� : ..�.A>r:>`1!S INC. DATt= MAY �, Ig�s — - WALTER M. GAFFNE`�' - '^ ARCH;�EC�'S E fJ G+I .J DRAwN B`� 261 f~fiANfiLfN ST. BOSTON 10,MASS. uo 622 4' PROFFSSIONAL SUiLWIG - HYA 4V3, RAASS, CH�CK'� BY: - Cofar Jpan ;;l o Wall --- — -- — -- ✓ r --— - C p y Ft F��rsh Sec -a OP c9 -, A w , , + F 6- `lev. cf f l F 0OTI�i `� (^ �-� _ I .loft o Top of (5/ah 4 ! or, Cofar - r 6 U ! • _ --T--'------- 1 ---- 'y _ , .U"� v0/ �a L' �'.7i/._ �i— forfircproofng trBC% PlO/J � -} I^ �, �'i t lS'1Q6 . • 7- 1 { --- _ - _ , a T SIZE I -ta;J, � ]L TYPE - ---- �DEPTH !PPW-�` (,E! fNT REM K.K Av N hr oft f l 6 VorieS w -- n , J`3 a fP ,-, I I se F DI7r ' • '�' ., vECT e 4 2 -4 14 AID nf' \,Shelf / N -- - s ------'-- - - =-` #'q"C l2 N^E 7'C -- b 4 c9 4 Il/cnc, t -_ -- _- _ --� Hori�, �•, r �,, F �,c', • -- ._ _. - — t ---- —. --.--- -- -- - li14 \ a� I c `� �, �3 l4 4-#4 E 7. way C�'r5 .@ i2" ._ n `? - t S - - - �� — --- 1-O Thkrned ;ab , 9 S9 1 /r hc/'„' Not e --------- —-- p �� f1/l �' n,S'C�. •. � • - f ;_ /.'s / \ JJIP _ a v 4 i�t 4 f7. w �3 Ot! ''r'1N/SC oy o r, a r, - 1 „ti e t _ bQtwccn P�-°rs :�r --- - ----- - - — -- -------- r 1 + lJl - i N n ° ° lJ �l � �� '✓'P/,� -- — I r U /• i S;'1 E 5 4 #4 a 1 NOTE: Picr, P tin / - ; - f_;, Way ..a� oo qS +: u� o,R-� �C � . V q T . �_.-_ _ I or Co _ ,f - - /_O � /s.�vr C/p Uteri Of7 � r'�N T. (� . � ,/"--. F l-v J'o l2 .. f pcc/o Pier ;nte ra/ w/b, !d!o/r', *� e d c f'n f T 4 a.Woy 9 L� >n-e; "'� � Piers foot� ,; SuPpor / y /.. -I ► 5 • Cov;c ' f 1.� , -' - se #Lr-7 , o . .F• - • i :' F r r E �. 1 0 N I n �•8EA �`} C 4 1 -..._. ..._ 4 "? 4--) /F S .`'7.way F',^ovrdc i- 3 J In /�On _ .' - , - - I --- r. F. -d , , T YPI : ALJNO N � - . -* p WALL fENFOR1EM N r% - J a / O y I t i i r E C T I r f J ti TYPICAL ICJDiV ,' DUAL PIER SF . C, T1O F0,0T I NO DE TAIL n , n ee Arck. De; i I Tccc" �i 1'�i, ri •� i/ `` P: ( 7 - -• �\ f Wall El, le -/ _ J� I �/ r r r Tap ev.varies('s ee Plan) • i -Fir,• Grade rari A s /- --� /ev, vary/' ( (�P i . A� / LieC Plar, ; • • .�,,r r �r-7i—sir / B l� V ✓ 3rCIQ/C I b - - -'%/ ►/ -If 4. /C F C Oi ° r mil, l� -iC7 " VGrIeS TO ,l V. V P� UPa P/Gi7) j• p _ 5 C/ab • / Elr' '3,-o✓C ✓G^iC 1 Ct' r r �U//!.i ' :'// 7f'4:tip JG'n l ... r r : i FOP Wall R eir,„, - -� \ �,••- r� � :�,--;� 1 �-� •.. . I•. r f •. ♦ „ �:eC t_CP tiCl, _� For 1'1✓c7/! ,`I , ;f •n -- { S'' .. %G " t`.4 - ° • +� i I #4- @ l.? HO, F \ ?7, :�,�, \\ ( n 11 Fin. 1 F a r, _ + • /P r t E F f%/� Grad P # r %',. r c7 d -- �s ee _ `j !- _, - - r to i � El. !I -6 l Grade lea,,; - • p Bars • r i, • c � l2 Dowels 5 -•�� G , D ' _ )Ce j ; llternate with #-t' El. lO \ Doti elS r -.7; t Gr a dC _ _ - _ --I make 6"�^%?.�,;, a : or • E 1. l^� -6 � _. . -- t-• - _ \ I /E 1H +pier Doit. Bars _ -� *4 C l2"Dowels �l, 7 On- / - 5 cm Lott. of Wall E"' f I� 3 '�j ;2 o r -- N✓' - See Cjrade beom cSchcdi/e_ l� beyond / a • • / I iISCC plat ) # a� n G �7 aO ` SE C T I \_-' 1 n T i' 4 /20 ;' D ✓1/a� Each�Icy -�r, I 8 J we s r l - \ \ I _ach 7 �8 owe J.s. o,. C1Cl# � ,- � y67 - - i Ii 4'; D r I , '.. q I 5 -O -- . Tyr). D,)wets- - \ � _ ,. =l, ,- _ ,.' � L•._..._� _ � � ' v,�^ - � ;t Ya�/es S ECT10 N + #"� c,, ') # / \ / n a _�_ - • ► 1 L o%/ DrOI/!r"' W "#�' 4 N r' J / n *3 [� c • ; t 3% Cofo' oo r 9 /or;vc°r a✓ e�n/n S #, -4 - SEC T 1 C- __ -- - ad am c T Scale %2 S E C I ION �t -O Square �helr otCT. -- - - n•64 dfi 3/ U'Gale. . �z 1'- fir, • �2 She/f ECT. ( S_Q) e fi/,1 SECTION �., - C � ,, � - ` _• I. �/On 7 '. it -, ':, (err. OPto,. f-` •- -� c� 1 ✓or.e. See uectlon �' , �' L � EA �,1 lJ �.� (3R � F_ ULE , 00 we Is » .f , ?,/. DMARK F I - - - RE-fP�I� OR� ,:7TIRRUPS REMARKS -- Fit-, F/oar f V�/ I D W Tod Reinf(Se �Schedvle) # 4 l2 Noriz. cxi,Fence -- j G3 l 12 4 _ # — _.__ - - --- - _ + --'-- " F `. •-• #`� '� l8 _ i s .� l'O Lap T I �� 'zn var r 6 �' � 1 — •' • oa FIn. �Q `'C/7"1PIif i_�!Ole:�rL = i c ? �- p '/ #'�L�i(Jryert. C.d. ! '#' '�J Face, Typ%ea/,vn,e.-s „ _ I G54 12n 431! 2 -#7 - T __ _.. ,ru`as CO&CO, - G t�, E 2 / fbr =� � C T I �'J .� � ' - :er t ra e L4carn ;ur) ,, Tor �f flu . * ct� A , �.3� � _#4 I � �..��/ 1 -f�; �� Ilv� il.f/ii �:. L'�r-�Qn � -T' r. n /� I I ILL rl t _ -#7 C r nr 77 i 11 ,l • L _ G a / 2 2 4 ?!'.�l-O = q-O c.:' rtholci # {L'l��f.�.6Ua �I �-hel _ r`-.. � Bl�rest�-,- i � �, y t�c�; ' ��`�`_ •i � I I j - dee cM Plano 1 I✓�tt _ - l-l0 _ Ar Pl :(� i. : n O , C i A? ILI '� E/.I l0%9 � � t __—.._--_-_— .�—---—___ _---_.---__-___.._ _ _ ._ - «.. - _ _ _ t7 — ! I- :._..___ ` _ r - O'•.*'•'^ Mir w A, , „ x �- � ., R � ! " +/_ r c •�_� --- i a` SECT ���� ^'� _�- H9 /2 /3/ I _ --- ( ' /'r. ...a., ac� �,, '+►, A rox.Fin.rr. �- for - - - -- 3 it • ' I _ - I lip lG 1�� -- 1_C,. /�,-4 N +. rja - 2 - __.__ _ r;RJ --- f f f a u'f l a p 4 - Dowel . I BCtt.` / rr i,� ,�!), %ice -- I __—� � J F J •.. ' • , -, Pier f0 dQ(P, , G//. RJl/r l.5' i-:')V1,'f'! rill 1-1"�i'.- (7i'.� ,, .� . -crrns V✓ill; �Svr'fix 'A W' - r Re/nforccn;ent ��ee T,,�i:-'o;' ter..� th o/;; �. ;;;' Cee A,^ch. Fiar >,;''or' Thresho/d Detai; `;_� (' I r-�"' �f{ !? i�•_ v rr Sf � � / � T I-, Fi;?.El.20-, r I: / E -T-: - r r' - " ° or Cot ra r q, e • / /( 4! ' X/ ,7 PLI. J. 2 _ -#� - SHOE �Y- . s D1'" y ARTNUp �n + � �(STF� 7�- SSbJrAt 01 HYANt-1:_;- M ASSAr'HU 5F-7T� I ;>(:ALF-: AS 144E-D 1 BA�_�h�__7 �- . A. ,r� S I N CC _ ---------- yfddp teat i \� >" ( "'l•� t� D MAY 3 1965 WA1 ; ER M. GAF��""Y ATE I _ DRAWNC3Y: ARCHITECT 2611 FRANKLIN G;:,iJ'J io, M°rSS. -- NO. PRLYEZ310NAL BUli DIN' C H'CK�D. Bti'' r 10�f3 } 55 n �- v H � ) O E si c ailn diach r,ut^- -t o' - - ---- �� 7/8 j j/ /! -.3 '16 2/ -//'3e ►� s F - I i /'O Th/cA Conc _ /� / r<t fug Mart; any i_.__.__--`# ---- _.____-_ _ - - ---- _ El, fGur/r c7tiGr hlla// I r - - % q -�a- - - 2 _ # ao -6" - -- — c -- -- • O --Ho/P for zs fo/fs \ �I _8_ �j'� _Legs of- 'j 60, �I I Ext. Face of All l/-r t. L� I _ Ma onr : \ I Top of J - 2- #' _#, 2 #f� ( 2 7 �_T Wa/ 8_#�- G' Il �^- _ t-- /de �m -� �R14 GB l.3 ;B !.�' ott.El 5-to - j .-. / I - _ _;. !O 6 x �.. n i - ' „ '. - I) 19, nmi t x.3x 1/ert. 8 ; Z _ � � _� �z 4- _"�w s � � � �. r' ,� 6 )---J � i �,le.� /-f-- ,•e9 c-r I L Wh 4 s I Fr-;vide -O„x ?`O`� clear 3 - � ,,,III ",, �r. .�- - � � �, , 1• - 3x 2- S E!, 5.2 Fl. 4,8 mil. �_� _ 4 �r 1 - -- L ar rr '. t to --- " Lc,i,' . t;, 3.r. - - e.�c D,°ng '� :/ We-t Sid-- of c;. 3.4 WPb ^f _'�6 :Nlfh - ��N td, Z belt - -- '- - -- - - I- ,Stirrup s # 4 - - - 7 n J '\.l E_ L E VAT I N s" 9" I � A / A rou nd I I I C-) N r � 4; ' 4z r Ho Ps 8B or 8V1� Ch;mrc s l e2 l -4 .+. ! - ( lmnc S r-,. a . ,_..`}.. 17 ,� / Shc/{ Chirr,_.y� 3� 4 O c x�ept as I � 3 - - Ridgr=• W.P -'-_ofgr I Slab _ r4i�,/8" Slo. #4�'/ —�---- _ h PLAN AT 8 S E Fill i E-#4 - - - ---_� __- - - Z- 4 ---_-_ -- - - --- Fin. J'tePl CJ,"7. �r - o c j I zz 3'� _ tr s_ e-� See F'l n E/e✓ oc .J 6 S T -. r P� : I 6 -- =- - - Q "r ,; Elev. j - I °S4 T Sym. about --- "C'/2 _ - - �'4 4 , '�f 6„Q - r �' 1,7Sldc fo c up _ _ -#' (,u ! J 60,,. -I 4 /e 11 y 1_ 3 i /� ` G'� xGZx4 -31 4 r 11 z- 4 �Stirru�_, . .:"r � Shelf 4 l 4_4 , 9'Ancho,- L�. I - - _ I I B o/ts Fc 1 c'lF f 7 9 °\ I 3-#5 Err. �!d { j / Stirrups G E C T I L N --v— Holes for I I S-9 1 I Co//c, Pier r . OpenirccJ 7yprcal 7-#4 !/crf g j 8 W7lI I I 3 -11 L Top of c5146 i j I � (,!i) L oor 8B or (3✓1F - - --i I M/try Butt— I SECTION 91 t�P am Top Reinf. - I _ WPId All Corners / 7 ✓P. WALL RF!!v/= Fqce �;m,7y f/.,5 4N / - _/„ T ►I - PLAN AT OP �# � Ty,oical --, / 4 1 C// or, »/r�7niz-a' �-half Clot) �/: Gr�u;,7 p` I Mcta/ L atr - - — r Fi CH I MN #„I 4 _ -�x Tj �� .� an4>''!C3 I (C�, _ 4 , ,tn a; �Y� Cont Na;Icr Cut �, T I O N 5-0, / -• r; -,`1 z - from ,7 x I ), c 4 Cone ,� 7 4 r - --T -'- , 4 Ro o F F/an k (40 Gt.ad� Bm.• /� I ti 7op Reinf I r I i 4-n 4 O trade Beom i ' 2- 7 2;•.. a� � ,'hlq,•"n Bm, ,,. ,.;� ,,..,• CH1M N 'r r yr 1 r 0" r/s - pier -`� � - - - - q1 r hirreys �l ��' / - � /- 7 �-- or- -T � - - -- ' `"' _ � � f-, Grade fm. - _ __ _--- __ - _-_�� _- _- -_ - - --_ _ -_ _ - _ ;�:•�_- �� -1'imneys *',3 Grade Bm. r- -Q0 S �C O N Or W' - S9 ---- „ �, _. - � 774 SLC, TION - — — i 0 r7EzJ �-o I - - - I � - --��--- ---- ,-- ( 4 LS 9 - _ EL E V A T ION 4 i z a _ 1 -- _- - ------ E C I O N r-- _ ' ( '' Pro vrd� , _. 8 I 8 , ---- -t" ;•--.5 - --- - ,I . i \` v „ 4,- O �_ -. _ �-. a.c -�rrr Ho f _� 4 O '� � a ��c�t 4...... -t ...I _ She/f �t ' �s + zz Fir. 8a A �,. Fin. - x 2- „2 Z' 2, �� _-�` 6r r'✓,e! - _ -._ J-- �- i 3 .114 ,� :r �. /- -'� I k; i �\• Y T : I 1 _ _----- PLAN AT EP -, � ` - . t _mob- E _ 1 --__ d'� �" Strr•t-hcr �i._ __ a_-� I _ ., ;h co la ney #' t., 4 aG 'n • � P'JOT E: C NOT E: Arrangcmcnt of Holcs to be the Same in „ " H - - 4 C I` , both Er.c's of He7c�Prs. Grade _ I I a M N Y is„ s" { �" x 8"x 1' X G 1 All 1-,'�lP.^ �o b._ i� -r ,� :>Ji/, t Bcalts. l °' . ` _*5 , I Sca • a I I ! BORI ^�G -OF T1M5EF•,S ��i!/s x ; ---4 (:5 x4 '-�" ---- i ,/ n 1 F r I l6 -0 Cg fhs. 8„ Gr. Bm- Ea" Erd /-0 R/dGQ ' `/ c_ CROSS JECTION F'iow/de C /s. ,o fir. -- r 8n. .:`otter Bars CHIMNEY WOOD CR18 WALL DETAILS SECTION -s ' j' i, ti NO T E.3 NOTES �Sc.,7Ie: _ /� „ / f:� >O rr � Chi;'?1n��y ramirg a:%/ �,i- r F: ,�R,, ATED a_ 7 unit. � I Timber for crib wal! L5vJal/ be Fir; Larch/ Spruce, or /-1cm1nc_k. All,' shall shall be 3x3x q unles n!hPr wise Timber for crib wall shq// be treated with 7 -7rr-o5ote-7yr e P es ervgtl vP meeting A!! shop conrc.ctions v^^h,.all f,c w 'idea /.'%% Teri =.tr:rfior �\ -. ��17 fhc rf-gu//•"/i�Pnt� �f f;`. n,!iic/lCgn Railuvgr� l�/7r�/r7P_�r%n ASSO(./a;1 or7 •J�'C �'r '7trOns: - �' ' t WC/C/ unless )fhP r vvi" C.>f?11�. ` Preservative shq!/ be app//ed So that /OG4r sgtur-atlon figll be r�chir"vrd r -r nnn/murr All f/elrK eonn_Ct/.or., 1 - of B" p-r,r✓tratior FIVEinspection plugs sh,a!% be drilled oc./t at random 'erwi;,e by the architect arrd if re9ulred penetr�fir o /� NOT prawn firnher ,5h�" c retreat�,y Fc. /2N`27- and retrs`cd of the ¢-contra t, 7cf is excence until �roo�r F -i;"tr atior /s arhi vcd. %¢ _J: ) I RPr-Ialmcd Railroad 7/'ps arc preferable for crib wall timber. /f u, ~:/} th-,y S WI �{ be treated w/th creosote prccervative as regu/r-ed to rn"nt the ab,�vP pPnetrat/on /'CqU/rf ,r/-,:;' !iP _ , c / 0), r38 be and - c e�sote c • _ ,�,.o/Ps vlsl6/e /,7 f/he {,ni�,5cd foce� f fhA rr/b wn,/ S,;a,/ b,- n/e/a.-/Pd � /r/sidr Fgce ,_ /0� � _�,,• y �~'' � . � 2 r h reo at� e mP tt d /u7'Pt,- t/o, r�-; c it _mer/t�, h t _- c�- l - Fxt Wall . if firr,C-ram arc bored after be/n rPs®rva*'ive tr-atcd, bor•� ho;.�s .S,:al! b,- ; r�ot'�d � with - - P' '- g 1Y i' 1 Rod Conn. L _ 6 :?„ W,P. 3" f._ oa Tur-rtbucklc. - Drift bolts ."hall b^' 4 Alair, round -Prod. of the required 1en�ths >`.:. m_._: t, 6x4-x x0-4 Z- 6o/ts 6a,'ti/7g pattern S/7owr on fh-e °<<I"✓a~ion". Bo/t� stall be ":�/ec/g' Driver,'" to obta%n q "tight" 1 6C8 x O" WP �e wall. - , - — — � V. �5 ECT 10 1".1 J 9 — - I Fin. lst F/• / „ ate." t yi l !-O Tumb/ck1- -Pull up I - ----- 1 I feel is in P/,ace ---__- -- _..__ 3 8 xO- z • of Erick `O, !". F,od — t f � X x !-'C?" `ko WIND EF A C IN G C Ilpscf ThreQ:/ - u " ' a ` -_F/r, l5t Fl• n j^ s//n%lar �O A �� �XCeP, r� E.W. T B --- 9 ! Concrete Block T z„X �" F,tt-d WiNC 6tACING B I �C E.��i Ire 4 M ELLAN Q A1 't_a I Sih^ilar - - — WIND BRAC INO AN �� , .� ARTHUR J't RUSSEL ; F. 9ARrvES, ill a V �> �" ,,� ( t !,/VIND BRACI�IG DETAILS No.1164 HOME S--9 fssK,MAt E�� HYANNI S> M ASI,ACNUSF_TT Al! wind brgcir9 to center on of porti hon• pp A ��A� !�[ ,F >C"It AS NC'7r 0 ©AFkNE� AND 3ARiYIS IN`-•. QtT,E: MAY �t 196E3 i i I i I z _ `�4D �R'7i(_„ EXf/•N.IlON TfjNA'S_ I I I tt • - • ..� Z-p.C_Arr.•-G-rANC VAL Vf;T. 2"'6>G A/.C77.G 67Z_ TANK r/Tl"�VGJ• __ _.� j I } i i <-�r1 'IV.W. SUP.�'L✓ M A/,v.Z-„-_... I' l ...> Z�7 '.t'.E I�U.P ry M A JN. 1 2r�-Ef9'G cr.eGa+L,vroR_ - c { � � ♦�.S/HK.f+ +---� 3.6tir.8J! Z'/Zp � _ - s/� �uic.E r-r�.�. �-!. .-4- �_!tea ' O4.a;n/ ✓�q� .r.E. I � � I 1 F -*F-S4 MGOONNBL< A'GOWSI•V/TCN To PGUM,QER '�'OK .r �----- - - i I N 3i� `r✓�E L eo®�er/r rvrs/!!� } --- }i- /lY STALLAT/D/J /N GOLQ WATT"J( r y 1 - ---- ------ -�--- - --- L/NG` r0 WA/Ble H__Arz NJtN p� 7 4`1_40a4...q ,q¢lJAsre+r rp/rL /M6E Norte' _- ro 6E J.vSr•44LE0 /N N.ld. 0V.7-4Er 1% ,et/G fsE,4 r/NG p/v.r/✓G ro �,v Y OF H.W. 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