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HomeMy WebLinkAboutPlans - 1983 ABBREVIATIONS GRAPHIC DESIGNATIONS DRAWING INDEX ACOUS. ACOUSTICAL LAM. LAMINATE OR LAMINA➢ED M AT E R I ALS A R C H I T E C T U R A L � AC. AIR CONDIiIONING LAV. LAVATORY � Q N •j ` ADJ. ADJACENT LOC. LOCATION �.. � � ADJUSi. ADJUSiABLE L.P. LOWPOINi A - 1 LOWER LEVEL GARAGE PLAN a � y '� y AF,F, ABOVE FINISH FIOOR LBR. LUMBER O AGG. AGGREGAiE V G C ALT. AIiERNATEORAIiERNAiIVE MACH. MACHINE A - 2 fIRST FLOOR PLAN � j • � •� ALUM. ALUMINUM MAG. MAGNESIUM � N C C AP. ACCESS PANEL MANUi. MANUFACTURER ACOUSTICAL TILE GRANULAR FILL � � � APPROx. APPROXIMATE(LV) MAS. MASONRV A - 3 SECOND FLOOR PLAN ASPH. ASPHALi MAiL MATERIAL ATTEN. ATTENUAiION MAX. MAXIMUM ATTN. ATTENTION M.B. MOPBASIN A - 4 THIRD FLOOR PLAN MECH. MECHANICAL � BETWN. BEiWEEN M.C. MECHANICALCONTRACiOR ALUMINUM - LARGE SCALE � INSULATION - BATT / LOOSE � BD. BOARD M.H. MANHOLE A ' S E L E V A T 1 O N S B.L BRICK IEDGE MIN. MINIMUM BLDG. BUILDING M.O. MASONRV OPENING Q � BLN. BLOCK M.S. MACHINESCREW � A - 6 ELEVATIONS BM BEAM MiL. METAI B.O. BOiTOMOF MU�L. MULLION ASPHALT INSULATION - RIGID A - 7 BUILDING SECTION o � � � BRG. BEARING C B U R? B�i UP ROOFING NJ C. NOT�IN CONiRACT O � O V •� V CAB(S) CABINET(S) NOM. NOMINAL A - 8 BUILDING SECTION '� •E p� .� � . C C.B. CATCH BASIN N.T.S. NOT TO SCALE Q1 � � ` CEM. CEMENi BRICK � METAL- SMALL SCALE .� Q � '� � c . CJ. CONEROiNJOINT O.C. ONECENTER a •S � C � � CLG. CEILING O.D. OUTSIDE DIAMETER � N ; C10. CLOSEi OH. OVERHEAD � — C •Q� CLR. CLEAR OPNG. OPENING CARPET � PLASTER-SECTION �v � � � O � C.M.U. CONCREIE MASONRV UNIi OPP. OPPOSITE S T R U C T U R A L � � � � � V1 C.O. CLEAN OUT OZ. OUNCE COL COLUMN CONC. CONCREiE p. PAINT CONSi. CONSiRUCTION pqRL PARTICLE S ' I F U N D A T I O N P L A N CONT. CONTINUOUS PARTN. PAR11ilON CONiR. CONTRACTOR R p�qTE CERAMIC / BUARRY TILE PLYWOOD S - 2 FIRST FLOOR FRAMING PLAN CSK. COUNTERSUNK p.C. PLUMBING CONTRACTO�R C.T. CERAMIC TIIE PC. PIECE PL. PLASTER S - 3 SCHEDULES and GENERAL NOTES O, � � . � D. DEEP PLAS. LAM. PLASiIC LAMINATE ; Qo � DBL, DOUBLE P�gG. PLUMBING -'� � , � � Q�• S ' 4 D E T A I L S DEG. DEGREE PLVWD. PLYWOOD CONCRETE SHIM DTL DEiAII PpL POLISHED D.F. DRINNING FOUNIAIN PR. PAIR � — DIA DIAMETER PREFAB. PREFABRICATED -� . i DIAG. DIAGONAL PROJ. PROJECiION � O �� � � / �p �� `J � / � �� � DIFF. DIfFUSER pRpp. PROPERTV � o CONCRETE MASONRY UNIT � STEEL- LARGE SCALE � DIM. DIMENSION P.S.F. POUNDS PER S9UARE FC70T DISP. DISPENSER P.S.I. POUNDS PER S9UARE IN�CH — DR. DOOR PTD. PAINTED C I V I L � � D.S. DOWNSPOUT 9,T. 9UARRY TILE D.i. DRAIN iILE 9TR. 61UARTER � � D.W. DRYWALL DRYWALL / PLASTER- ELEVATION - STONE C - 1 CIVIL ENGINEERING SITE PLAN DWG(5) DRAWING(S) R.A RETURN AIR R. RISER � EA EACH RAD. RADIUS E.C. EIECiRICAI CONiRACiOR RESIL RESILIENT E.F. EXHAUST FAN R,o. aooF oeaN � DRYWALL- SECTION WOOD - FRAMING EJ. EXPANSION JOINi RE: REFER TO EL. ELEVAiION REF. REFERENCE - ELEC. ELECTRICAL REINF. REINFORCING OR REINFORCEMENi — ELEV. ELEYAiOR RE9D. RE9UIRED ENCL. ENCLOSURE RET. RETAINING I � ENGR. ENGINEER REV. REVISION =�f J — EARTH � WOOD - FINISH E4. E9UAL RD. ROUND EHUIP. E@UIPMENi RM. ROOM ESMT. EASEMENi R.O. ROUGH OPENING � E.W.C. ELECTRICAL WAiER COOIER R.T.U. ROOF iOP UNIT EXH. EXHAUSi � EXIST. EXISiING S.A SUPPLY AIR EXP. AGG. EXPOSED AGGREGAIE SAN. SANITARY GLASS - LARGE SCALE EXPAN. EXPANSION S.D. SMOKE DEIK�OR DAMPER EXT. EXTERIOR S.F. SQUARE FEEI EXTGR. EXTINGUISHER SHT. SHEEi � — FAWP FUILD APPLIED WAfERVROOFING SIM. SIMILAR � F.D. FLOOR DRAIN SND. SOUND O FDN. FOUNDAiION S.P. SiAND PIPE F.E.C. FIRE EXTINGUISHER CABINEi SPAN. SPANDREL � F.F. FINISH FLOOR SPEC. SPECIFICAiION -- - F.H. fLAT HEAD SQ. S9UARE , , � f.H.C. FIRE HOSE CABINET 5.5. SERVICE SINK , � FIN. FINISH ST. STL STAMLESS SiEEL i� �` � � F.L FLOW LINE STD. STANDARD N�4-��, � / � FIASH. FLASHING SiL. STEEL � / / � � FLR. FLOOR SUSR SUSPENDEDL � / � FLUOR. F�UORESCENT SYM BO LS . FR. FRAME T. TREAD � O O F.R. FIRE REiARDANT T & B TOP AND BOiTOM FT. FEET T & G TONGUE AND GROOVE FTG. FOOTING TELE. TELEPHONE � FUR. FURRING TEMP. TEMPERED O GA GAUGE TERR. TERRAllO � THK. THICK � G E N E RA L N O T E S � GALV. GALVANIZED THRU THROUGH G.G GENERAL CONTRACTOR T,O. TOP OF 0 ROOM NUMBER COLUMN CENTERLINE , � l' GL. GLASS TRANS. TRANSFORMER �� TVP. iVPICAL � � � }�� 7own ot vail Communtty . � w G.O. GLASS OPENING � � � _ GR. GRADE l ,,n GYP. GYPSUM U.C. UNDER CUi ��/ { ' I � 1' Development — UNFIN. UNFINISHED /� � � Y� C �" P�0 HUUd • H.B. HOSE BI88 U.L. UNDERWRIiERS LABORATORY � � H���h Fire � HC. HANDICAP U.O.N. UNLESS OiHERWISE NOiED O DOOR NUMBER BUILDING SECTION /� � �7 Approvetl � HD. HEAD // /� (i� � � ❑ � � HDW. HARDWARE V.T. VINVL TILE � (V II(�" � � Denied � H.M. HOLLOW MEiAL VENT. VENiILATOR 1 I HORIZ. HORIZONTAL VERT. VERTICAL '+ ("i' � O HR. HOUR � VEST. VESTIBLE ` ( � � � H.P. HIGH POINi V.i.R. VENi iHROUGH ROOF /� V.W.C. VINYL WALL COVERING /�'/J ' Validi HVAC HEATING, VENTIIATING AND AIR COND. REVISION WALL SECTION � � �� 11 j'� Sec. 303 � of Perm�t revisions W. WIDE J ( 1 �2 U. B. C. INFO. INFORMATION � � � � The Issuance or granting ot a W.C. WATER CLOSET ^ I.D. INSIDE DIAMETER W��o.� wirH��ouT) J 1.Y�� � SPecificatfans shall not be consprum�t or app�a�a� o� p�ans and IN. INCH WD. WOOD �e �' approval o}, a� ed to ba a permit for, WDO. WINDOW � � � ar ot an a�Y of the provlslons ot this cro�� INSUL. INSUTATION Y vio7atiort ot Of 2�, W. G�. WIRE GLA55 � ` �1 permit based u on INT. INTERIOR Y ather ordinance of the jurisdication. The issuence r,� W.H. WALL HYDRANT/WATER HEAiER �p� P plans, speclfications and other daW shall W.P. WORKING POINT PARTITION TYPE DETAIL CUT 9 ofticial trom thereatter re �rw. �,nNitoR � � � � pravent the buiidin �T. ��NT WSCOT. WAINSCOT /� correction ot �sT. aist ws. woo� scaew � � 1� ' (�,� � data. " errors in sald Dlans, spB��(ications Quiring the W W.F. 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C 2 -oc� • Y✓ELr,� Ta Al�4t- E � <o"cc I JO / ST TOANc.aLC- � - FjEnM - SEE I'LAN Z ' . � �p y ° 4 � i< « Na�erZ +; �,� SECT. I�54 Fo�C 5EE � �c. T. I /� 4 i � +�+ ( I � �c �? 7 ' V ; � i� E FAc,E �ALf1NGE OP /NFO . �OK hnC . OF ' �V' r"ZJ. r!p � �'� O - - ��� � �V q� � � S� 5 K T //s4 � 'p -p � � Fa+e eA� ��F r ��vfo , e � p .� n�� ,nsT� R q FrU . .5 • o O ;«- v � v l� L �✓UND i v - Y 'y� CZj ,C � C �, .E _ � _� ._ �' I � _ � ` � . . �l _ . . I y� � ^, •j71 V/ /�� H+ qq " �O ' `O V� � � c . ,� ,� � _ `�P s � � � a-� � .� � a� N � +�4 tx�w�� s E �2 `c � _ ccr � ~ � � 3 CCi � v�+ A �T. NODKS I ,- E� C v yAF2� cS • • - - I �' � G ��' _ � TOP OF FDOTINCa � r -" 5�� P!_Ant ..- . . � "` `� - ---- � ���1 ?c-' '� � `�= `i �-� �.�� � � � (V �v � -- p ' - - --*r — - � - � 'k— �— �:OL L-,LY�'`; — I I ,9" ' l'- a # 9� - 2 - " J CONT. � � l ' y � ' �' 2 � � � � � � 2 � � � �� • �� I S � CT ION 2 ✓EC7 �0,^! 3 Sc CT/ ON �- S�.C;i l� N � SE�TiOI�( � c � � - � � � ..�T 2 „ _ � _o � 2 „ : / � 0 54, �i " - l� o 5� 2 , : � ,� S � 2 ., , ./� �' D . /2 �¢ — -� � �1 -2 - -� TC � ra3 = o ok 98 �6 _ 1 '2 / � 2 � -- - - - - - _ SEE 7�L �N � E�Ev. ioo 'a — ' , — � -#5 colvT �f�I C I STL , COL . �3EYUND � _ '''� SLOPLS � I , ELEY . !G� �O ♦ - - - - �� O `^w - --r � - � � �, <� CONCf� E ?" ,� J� IST SCNEDUL � CUNCRL7E � FANI SCI--I'EDC,ILC , �,,,, "�.,.� •,•. ` ! \ I '. GLU L;�Yc�U'C Atill SHUP UI;TAIL11�: 7'NI: COti'I'RAC1't �RS MIiST 6' h;RIFY ANU COORDivA'I't: DIPif?tiS10N5 �tN JOIST RE /N �ORGINC� BARS BEAM >;`'��, * ��UYJ'" S / � E (/ N. ) � E ,1/lARKS RErNFORG /NCa BARS : �?,;•''.•.��i,'y 6 � ULCHITF.C'CURAI., , MISCH,INICAI. AhD 5"tRUC?UIL\L DRAW'. NGS ANU R�:POR'I' AN5' DISCRIiPANCIF:S 'I'(� 'PHIi ARCHTT'F.CT . MARK T�P Borron� S � zE' �/N . � � c - , .� r, � MAFtK TOP � BDTTpM ST , R � . �J PS REMARK5 , �, ,� r. ������ � : , : : ... �n . �. uuC�tC'CE �AGE OF �TH FAG � OF NpleTH FAG E OF SOIfJTI-1 FACE �F NOfZTN : 3 ; :• �D � • � c, 1 . All detallinR , faabricatinn and erectton ot reinforcinQ bars and th� ir supyorc in the (nrms with w � ' SUF'PORT SL{ I�PORT w' � -� � d .SI � E ? YPE SPAC / NG = �' , �� .• w ( J b : O OR WEST SU,�'l�h'f R EAI� T Sc.lPPORT ; � '•;; •-' o�.°; �,, ,: � G �t / * ';�TU''•� . .�.�• `�,'� accessot' ir :: mus [ foll �w the hC : ' Manual of S [ andard Practicr � or De [ ai ] in K Reinfo rc e d C o n c r e t c T � � 2� Z 2 G � - - - - G � 28 2`T 'Z .3��8 'j- N/O 4 4' C�S7 /O��GC E. E. , � . # 5 ,,,,�. S [ ruc � ureg " ( AC1 'il5- ] attist ) . � ,�c .. . �.nncrete coveriny; ov�. r main reinforciny; shall be as follnws : PnotinKS 1 " , Piers 2 " , S ]. aby on � `L � S I -,� I 1 r ",., � , �.�„ ,� r��u �d 1 1 / _" ' , Wall. s _"' wh erc. e xnuved co ac [ ion aC weathc_ r nr y;round , Wa11s 1 " fut inCerinr -- - - �- - - - -� -- -- -- - - - - _ ___ surfaces . All hars includinR temperature bars are to extend eo aithin 3 " of the ou [ er Eaces .TL '•.� �4'2, �+�5 ��� 1�- B1 Q�'j � 2 =_ = 4 - *9 S_ �y/p��'- �¢ �-� 8 � (�q�,� �/OGG� f,E ot ma•mber3 in [ n whicli thr. � framc . � a N _ � � s . IourcJ in place con. cet � hall be readv mi �c �.d and hauled in accordance with A51'M C94 with r -- _ _ T _ _ - - �y _ a � 'j � a minlmum ? fl day compresslve stren}; [ h of 3f1(JO nsi and a minlmum of 5 1 / 2 sacks nf cemen [ per J3 � ��Q # Q B � 28 !T� � r�- .��� � ¢ �� �o�CG � 3 �����C• E • p .�.�. � •v � ' -+�`8 2- *I U N � . C C cu6ic �� and lor foutinFs vnl }� . All o [ her concrete to hav �� a minimum cempressl. ve y [ reng [ h of 2 5 _ � .� •� u!)(i p:; i and minimum nf b sacks c� f cemen [ ner cuhic eard . Poundatton walls and ( ootinKs to ha•�e Y � � :+ n�.i:: imum slump uf ? " t � 5 " . Slabs on }; rade and wniks t �� hxve a ma>: imum slumn � f 2 " ta � " . J4 � 242 1j��T /�7 /�S �� PJ4' � 2L�� 2_��� �Q� � 8� (oCC � 3� ro^e� , E. E. � � � � 1� ;: �- .� waCer reduciny; aKent ( AS �iM C494 1'yne A �� r U � and � ir entraining ay;en [ ( AS '1?1 C? (�(l ; 6 ,' + 1 % ) �� q,Nq in .ill � conrrcte . 'Phe a�en [ s must bo compa [ ihle wlth each othcr and all utt�er in�; redyenes in Che / � � � �ii� re [ e F' ine aKkrega [ c shall be clean , hard , durable :+nd ( ree �� f �lel � [ eri �us suhst �:�nci� s �� �i �� � ��L GA�C�- �'�� �j 2�2 - - - # ' � ¢ � cunY �� rmLng [ o ASTM C33 �� 6 ? . Nurtlend cement shall cunform [ o :\S7:M ( '� ISO Tvr. e 1 . Wat � r shall he �'� , 3 _r8 3 ' a �-r 4@ /QGC �. E . 1 po [ able . Porms � ha1L be pl ��wu��d in y;ood cnndi [ lon . Anpl �� form release a};en [ [ o � 11 forms in T /_ - _ N aceordance wi [ Ii nianufac [ urers recummendetions . htake two sets of two cvlindPrs for eact� mTjor „/ � yv �Q'2 r 2rItG y� 2i�'� �i 26 2T2 3;8 �-�' IO #�' l r `���CGG � �C't �� �� � E.F. � puur or each 50 cubic vards . 1'es [ nne at seven da�•s and [ wo at 28 days per AS'I'M C39 . Mi I I 2 " � � -�. 1� , u O [ est repor [ � fnr rcinforcing bars and cement are arcrp [ able . A1. 1 [ ests pziid hy subconCrac [ or . - --- � - - -- - � -- - � Suhmi [ all [ est re . urts tu Genrral Cnntractor . - - -� - �V � �-`'7 28 24�2 � 3 �6 p4- 4- G /O c.c. 6. E , p � . Rcinforcing bars are tu be ASTM A615 - grade 6D steel . Welded wirr fabric AS1'M AIHS , i 'elded �y .� y� � �� trc fabrlc must lap � ° a [ ende and he wired [ nRcthe• r . - - -- - _ . 3 • � � C � C '� . inr Archt [ ectural and >tech�nica ] drawi. n�, s mus [ be refcrred to for all mech �� nical floor and r�� �. � t � �j 35 �--^-- �f , i� 0 +�+ � t! �� �j 3 -�+' 9 * 4 -firo 4� � l� �occ , 2�° 12�c , E� •N E � c � c requlremen [ s and tl�e various CfBJBF are resnonsihlt• i �+ r nlacln}; nf s ] eevee , outlet buxes , ' O N ,� an :� hors , etc . , [ hat mev be required . - � _ � N C � � . IilecCric nutlet boxev nr anchc� rs mu � e not be plared in enncre � e jois [ runs [ ructinn whc• re thev �� � 35 � ] M'-� �� (� lv �' /Q �CG ,E. �_ � Q� � Q1 •� � interfere witli relnfnrcement . f'rovlde headers for [ hIs vurnose or place in bridy, ink, rows . � ; . Uowel � in wnll ( oo [ in �s and cc� lumn foo [ inKs to be equivalent in si. ze and number [ n vertica ! - - � . -- -- 3 U Q-� �.�+ C � � I, ir ; . ❑owels must he [ n position before t� lacinK concreCe . Pushiny� b.vre irto fr � cttiv placed ,�' � � 3�C - - - - - - �! „ - - - - , C '� N > 4->/0 4' � �oC /2 cc F .E. � ' � c � . onr. rete is not acc�pcahle . � 3- �9 � ,� 3 � � N •K . :1l I bars sha ] I lap as shown in schedule . 'CcmperaCUrc• b:� rs in walln �and s; labs, shal I have �i -- '. ' _ �S ° minimum lap . Anr spl icc oY hars n [ her th�n �: hnwn on plan muyt havc prior :ipproval � .� -. _ - „�j /�- -- a� I�I 7E: B�GG � /� �� e E, - -- � B� � rr ul Slructural Iin �; in �eC . l�,,,_fic� U � � `+ . ldhen founda [ ion w:� 11K span from Kround flanr ro tirs [ floor , bu [ h Kround floor slah and first floor sl ;ah mus [ be in � lace before hackfil ] i. s lared . p / - - - - - - - - Ii) . C;: ravaciun for Coe of rrlainin�; wall too4in � s mutit be hand du �; and enncrrte placed a �,ainst Chc �/2 2p �? . "�'/O *4 {� �����CLy�2CG � �.E. � 4- • � /� U earCh far lull dep [ h oi foo [ in� . tl . FoutinKs have be�•n proportioned for a maximum coil bear :ng nrecsure of 4 (l00 �� sf for wal ] �� 'Jj � � l2 Ak � � f �otin�;s and S00(1 psf for rolumn ioo [ in �;s . P�+o � tnKs must extend 2 ' -0" below all fil l nr anv 3 � � 9 Q I�I ¢ G'� �� GG E . LG Jehris frum removal of ekistinK taciliLies and must he pl :�ced ��ntirrl �� on the nacural granular , u � _ soils . Snil bearin �; presaure i > asaumed based on prelimi.narv informatiun iurnished bv Chen ' A � and Aesociates , : nc . and mus [ he verified ori. nr [ o cnnstructinn and during construcli. on bv a � � 42 �� 4"* q'�9�� #7 I�'j� ��o � 4 ��CG � . E . ia • rio i ii i REM [ lo 'cc • INPI�. q �.ialiY. ied Sofls ISnKineer . � - - I .' . :\ ll s [ ruc [ ural str. el must he protected bv 3 " of concrete wherr ear [ h would otherwise be in 8��j- / # � - �� - � ontart vi [ h yteel . � �2 � ilt � � � �% �� � �•� • � � it . Provide [ he followin�, adJitinna ] retnforcink unless o [ herwi9e ralled for on a [ ructur� l plan;; : - - _ � a . (lorners of all c �n�� rete wa ] Is to matc }r horizun [ a ] rcl. nforr [ ng . ��� � �� �¢ � � .� ��'� � � b . 2- 1/ S hars at each lace of upenin � in slaha and walls - excend I ' _6 " oas [ ( ece of c�peninK 5 -� /O ✓ each fiide . ( :\ [ openintiti whirh lnterrupt 2 ur more bars . ) - - � , . /f3 � [ 1 _' �� on cen [ er temperature bars in dll fnrmed solid , l. abs , over and a [ riKht anKLeG [ � 8/ 7 � /li� 3i� p►Q, � 2 � �/ main reinfnrcin � . � ' K8 ;, /Oee E. E. J . r+4 at 12 " on center dwls ou [ �� f main building walls into center of area wav walls . -- ' ( Prov [ de key i. n main biiildinK wa115 . ) ��Fj 22 � - #(�. � ,! � �Q � �.E . - �_ . Walls , unless o [ {ir_ rwise noGed - Vertical : (f4 at 12 " on cen [ er each (' ac �• . Hoc �izon [ al. : . � 3 �1c� � 1� 4 a [ 12 " un center eaeh facc and Cwu �E5 tnp and botCnm . - - - Q �p �Q i . �dh�:� re lhe niain reinlorci �i� oi slabs is oarall. el tn a heam or wa11 , nrnvid � cop 1� 3 at ] 2 " �J� I VJ 3rj' 'N *'Q' �'�1 /3 C*� 12 °eG E. E . �, � n crnler aC riKL [ angle �; and ex [ c•nding I ' -6 " pas [ facr of be2m or wal .l intu slab . 4 -� /o U � la . ! ' i , � - -; , sleevis ur slots shal ] no[ run thrnuKh anv beam or y; { rder unlesti size an�i Incati �m hav�� I - . b�� mi approved bv [he Strurtural enKlneer . O - �'I'kl'CTURAL S'1'EF:I.. _ . AIl slru �• CUral s [ cel details shal ] comolv wi [ h Che� AISC snecifica [ { on for Che desi };n , fsbri - . � � - �- a [ i. on z� nd � rec [ inn of structural steel for buildings . All structural s [ eel shall conPorm to - _ � O Chr :1S"1'M A9h sprc� ifications . � � . 7'ho frame o [ Utie sLee ] Skrle [ on shall bE can- ted u � [ rue and plumh ,and temporary bo ] tinR e� nd bracin�; shall be introduced to saticly carry all luads to whirh [ he s [ rucCur�� mav hr subjected , � incluclinK equipmrnt and tlie nneration of same . Individu;� l co ] umns mu �: t he braced before heam Q$ (, � ,3Q �r,4 R .30 REAT� � - �_ . - � c �mnec [ inns are made and bracin�; sha11 he 1efL In plac.e as lon�; as mav be• rrquired for safetv . - L L � No b� ] tin� �� r wcldink sha .l ] be done unttl as much of the struc [ ure as will he stlffen�d i � �'� LAP [ herehy has been properlv al i �,ned . Tr`j' � � ��(.OV61rl', BE{iM - S� PLfYV t ,�(�J�IF.-D (../LE ` S . A1 ] connection�; are [ o be bolted wich high e [ renKlh bo ] ts ��r welded , unless noted o [ herwise . � Tll enJ cunnections shall he designed on hasi. y of A? SC lo�ad sosn tahles wiUi spe �- ial cnnsider - I ' - - O ati �m Kiven to cuncen [ ra [ ed luads near ends of Ueams . �STD . 9D°h��OK i I I ; O . All welJing shal l be mede onlv b � operatnrs who have been previouslv yu� lified b} tests , as "G01�,e 5T/RRUP SUPPORT 3AR5 J s'rD• �IO° HK . C�'TQ1°� � - prescribed ln the " S [ andard Qualific :� tion Procedure " of [ he .american WeldinK Societv . ' � � CF EACN V� RT. � > . Noltin�; in c<�mbin.ation witli wel.ds shall no [ be crnisidered as eharing the strese and w� lds ghai - -- �� '- - - � O be provided [ o carry the entire s [ ress [or which [ he connection is desiKned . I � l�2" GOVEK I F `� � Y� . ,111 rnlumn hase plates shall be sec on shims to [ rue and level line . Genera ] Cnntrac [ ur shal. ] - �, _ r,�m n non- shrink Krnu [ solidlr• under entlre bace plate arca3 . ( Provide 1 " depth Krou [ for � � r-- . VERTS . � „ �„ T� �i��r � :,J - � pla � es below ! h " and 1. 1 / 2 " d2pth grout for pJ. ates 16 " and over minimum dimenyion �; . ) � �MBED. w - n.+sEO '�T��'�u� - ryPi�A�- • � � i8„� 2° COVER 57r:t:i . � otsrs FoR VEitTS _ ' � • � 1 S [eel _joisls shall conform to the "S [ eel. Jois [ Inati [ uCe Standards and SpecificaHons " . � .' . S [ cel. shatl be of weldinK quality conforminR co [ he AS'PM A36 snecifica [ i.on . . V� �j - - - - -- • - - - - --- ---- -- - 3 . Provide horir.ontal bridglny; before joist ends are fixed or application of construe [ ion loads . � W O - �ir � � � � Rrid� inK rows and anchors ehall be in accordance with Steel .loist Instituce recommendations . I. (V �1 + . Jolsts shall be welded [ o the suppor [ inK steel work wi. Ch two one inch welds a [ each end . � U I � 5 . N o w e l d i ng s h a l l be done unti l as muc h o f t he struccure as wi l l be ski f fened tFiereb}� has been ' 2 properly alikned . i � 6 . I'rovide sprcial cleoth ends , ex [ ended ends , outriy;y;er , , headers , ceilinK extenaionc , anehors , I L � __ _ _ _ L � {�-- � rOOT / � � � � � � Dvl � � etc . as required 6v dr �winqs and speclficatfons . � revisions , . i [ shall be ehe erectnrs responsibiltt �� e � see tha [ � oists are not nlaced Ln the atruo [ ure thal ,� � {t :+ r �:� d .�in�i �; c�i , kinko�l , brnt „ r wlth br„kcm welds . F'I'�j. - SEEPLAN I - 4 - � � T�'1°� Sl � � �eErr�cFOR� � NU - � SGHEpULE �{ (;byVELS � ;4' 3'-� x 3 '- � x � '0 4 - � 4 �. w. c �r. TYP COL _ � BEAM �PE /N�OI�CINC f�ql� DETAI L ,N.T S. ,g ¢ 'o x ¢ �o x r 'o ¢- X4 E �� � �T. w'rL� O REA R O, `G ' 4 �G� x 4 '-(o x / � � 5- �' S � W � !�O'T. L �" - 7YA_ ,6RIDCqINCq JDIST- , - i��CAV SEE F'LAN FQIQ LOG . 'D ' S '�o x s �o x i � ¢ � -# 5 E w. c E�r, - wwF - �EE P� A �ti � no. dote description j RAh � . � C_1' I�. I .i�P?11'..C'I . I I`NG111_ �, I{� 11�� i1' ,1L1:���1 � SO�I�ES : �•� � - -„ -_-,� - � �E � G ��o x � ��o X / �(o 7 ' fi � � . W. C �'T SIZE ; TN 7'ti�SI �iK 1 I � COMP . � EMBEDMf?N7' I ,ENGTH .UV� _ 4 �, i PC�R H� �OK5 1 . Plr� in weld <<d wirr ishric is [ o he lanped ✓ - �TD. q0 ° HOOK I 2�� 1°OR � � � � - -- - - - •F � �-o x � -ox r 8 s - � � E . ��. � so7 robert I. bolcand inc. , �� � �� � �,:� t � �,e uverlap me�G� re� h� ���p�, � -� F°� arehifeets /plcanners � _ � " r� ' outmnst �� rugs wire � in Rrratrr [ tian 2 " . �l1' '� 3 /�O � � � 7��o X 7 � �o X /� lO � ' SI�oE yl/, L [��OT, Snlires of [ � hars �hall be lanicd 1 . 4 /� �Y ; - - - - - - - - I - . r F I C�V�R I - 4coiv'T - � , � � � i ' ti. me5 [ he lenK [ li in sctiedu ] e . OI° � �T_ Il�/l � � � �{� 8�'{� X 8 �0 X � � 9 - 1' �0 �- V✓. 0 �70T . _ , I 3 . I'or emhcdment and splice requiremenC :; 4�� ,N � - f- - - - - - - I � ; ' y „ onl �� . �\ tuu bar is an � horizontal bar �/8[� (p'�M�� �,, i - 1 . _ . " - - _ -- --- - - -- - - nlar �rd such [ ha � m„ re [ han l � " uf ron- . � � � �� r, ! IS " I 15 �� �� t � �� 1 crete iv c :� st belnw tlie h ;ar , includinK I � 8 - �o X 8 ' Co x j0 / / - N (o E . �/, �,B(Jr " _ _ _ , 7 _ _ 1 } __ __ _ _ beams , � toist , walJs , Krade beams and � � F-AL� pF ;J ' / l � 4 X 7 �¢ x '1 �0 7 - f4- x /O � lOCil70P sheet n0. � � � �� t:nutin 5 . � SUPI°G�T lO- � 7xlO -' lOG' f30T , , � , � -- - - G , - t mure than 1 / � nf [ hc bars are [ o be I - - - - :, r, � yi � � � �, 19 �� � H , • ' snliced w1 [ :i a ri�quired lan length , [ he �� � � � � I stiall be lapped 1 . 3 [ imes or 1. . 82 ttmes /.f(J1�:�� P(.A1v � LL�. IO • Co x � - /O � 60T. . . - - - - - �- - - --- - - --- . . . . ., , ; i ,� �� , 2 , . , , ., ,, ; < < he � � r� � � P �, 2r5 . TYP. JDI ST l��ll�(F � D� TA1 L N. 7 5. _ ; - - _ ? . 1 � bars are spaced more chan 6 " apart and PLAN O� STAI�C�� � D � � �- in � <r ^ , - � lear frum face of inember lap bars - - - � . � [ ime5 �', reviousJy . ' ' - � - � . . � �. >wnP all eplices tn be tenslon s�� lice �Ap���D � � v N.T 5 . l: � � t, il � � : 7 � � .. . . nr� ' � ��_; s otherwisr noted . ; date � � • 7 • D3 job no.83-�4 . _ - _ dwg by --'PM�Pw�xhk by Ml - - - - - _. - --- - _- _ .-�.._-� . , ,v . - - � - _ -_—�--- - - -- - - -- - -- - ,,,,..,.�.�,.,,,, l� l. .3 /. � ZO 2S 3 4 5 5. 5 � .� 7 7. 3 7. 5 7. � 8 r••''��gr•��°°�d i � o O O � � r �Q � �., •. o.ef. � . i T i � � ` ro � ! .� � � . -- — i -- - - - - — _ _ 17G -4� _ _� _ �, �n v � t . . `+ o ; i i � � - -- �3 = �. � � � '�, ' = I /O�O ll -O �j �0 - 'IO �-CD 20 -0 ZO - O -- /� 30 �-0 xj� �0 /¢ �p � !? � ot;r` N�o``ej����,v ' � ll '-Z �i �rt _8= 9 �� _ g '-5 / l '- 7 20 %0 /O 'o / 7 � - - - - 17 0 — ��=��yo�'».*•.5��, ,�= 'i /D �O � � — - -- - -- — - -,r- ' ' � •�. .•. -- - - - - ---- •�•,�.��� , , ,,•� � -- - t-- --- - - - - - -- - /4 = 0 i � ,2 i I -- /o ,o / a �, o � •> � � 2 , � --- - � a� a� � , � , � � � �4 � � � ' 2 o v c v c ,�v � � , 55 � � � , 5¢ d � •� �rn � __ � � ' �, , i ' ' `N N '�^ 4�1 � a r , _ _ _ - , �: __ _ _ . _ _ . 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Q ' � dote =- �: � •- job no. dwg by � >,� chk by �o � �, �P�� pF CO� �R90 ROBERT LlOYD BOLAND No. C-1816 !/c�NSED • �pRC������ � � � '� � � d N d � '� v '� ' � � � � — ��, D Ce8 (Ce5' Ce3\' C ' B ' A ,, � _� �, °' ,� 0 ! �I I " °� � � p � � � p r.�+ � v � ` v •� E � .S � ,c y _ � ` c O � � � � � ; � N i Q ,C � C �T • �! — � C ' p) r.i > � � � 3 C� � v�i � _ � � � � � I � i / ��� ' . � • 1 � � � i � ,� _ - — , � i � _ _ ,�, s = P. r`_ � ; . � � _ , � � � � -._ __ _ _ -. ` 1 , � � 4 � .�_ , -- -- I : ' ' ` - = � ` = - = !, I - - - --- I , I - - � —� � � _ - � - _ �/�, SG AI` � s'� I O � • � � , � O _ = — _. � _ _ : � , � � � _ -=- � � - _ � � � - , - - � / , I i � M �� � . 1 � � � I O O • . � ` , , I V O � � � � ; � ' � EAs� P� �Zi= � V � w • � � � • � _ � ' �� �_�.:�T ��� � ;� _ � �_ �- � � 1 . _ _ _�[ . co' - o" � � � � � , ° �. revisions c', � � � � �, _ - , .� - '— s 1�,.= _ . _ = � _ _ . _ � = � '- . . �` ' - ._ - -_ "-%'�ti� \ ' no. date description r robert I. boland inc. � carchiEects /plonners building section = _ _ _ _. � sheet no. ,� Q ' � date � � - � � . - � job no. d�n,g by �: ,�� chk by _: � � F, OF COL �� �P • �O h O ROBERT LLOYO BOLAND No. C- 1816 l/cFNSfp •�qRCN����� N O � •� � � d N — - - 'k � v C v C `\ _ . _ ; > ,� ,� : � � C C N d r== -;-,-- �� __ �_ , �� - � � I j�) � �i�_ I� _ �IL � 0� - - \ � — _ _ _ _ . � � � �� a�J - - -- - � , . v� � - - — – r =_ ,�- � _ �- , � — =-�- ,, – n - - �' O � � v 'C v � � �! i I II — C � C � -''� _ - -" � I I - - ` = I - L - - I � d � � � ' � � O •� Q c c `' �T - — - - __�oN� �� �� N� -- - - a 'c �• c °' � — __ � - , , � � c , � _ c� N � — - _ -- E�v. 2 � 'O �� �� •� O � _ _ - -- - > � 3 N > v+ - - ,.�Ji, , ;- ... , � —I �: ,— ; _ r--- r=� I , , � ; I � � i � ; ' �' � i� � � � � � — — - - - - - - , i �� � � , _ , - - - - - - :- _ _ � .' � . -- _ - - -� — — - - - � � � _ _. -_-- - - -- - -_ - _- - a — — — - -- _ - - —= I = = - C _ - • � _� c,arz�,�e �trz _ . � aA2c°�c� � � . _ ' AT Et�Tlt`r ,v�r,+P �ti . - ��L - - > _. _ _ _ . _. - _ _ - - � ,y � � _ , . _ = - � _ ._ �.� � � � east elevation � _ ,- - _ - - � � C . � . � � 0 � � � �— � 0 ` ` � Q � V - - - - - _ � � - - _ _ �, • � � � • � / ' _ � � ' -- � , , ���� � �i � � � '�� _ � - - -. � �, - _ , __ , -- =�� � � - - � � � - revisions - - � - -. — _ � - - - - r - ,,. - _, . _ _, - �- - _- - _- - - -- � - - -, ,1 �: — -- � i T i - , . � � „' �i — — - , • =. - _ _ — �— - � _ _ �. . ._ —__ _� ,� u ��� �- � — - I 1• - - - - - - - - - - - - - � = - 4 - � _ - _ -- - _ - - - _ _ _- -- , — . - no. dote description - I _. -- � . -- -� - - — _ - -- roberf I. boland inc. . , ,� __ _ _ - _ __ __ _ _ . archiEects /planners - - — - - - �,���<<„x . ��a.n= - - - - _ _ � �5.� _ �__ . . ��; _- ,-, - -_ _ �_ _ . � = - _ , - __ � ! sheet no. �: , � - - � -. _ , � , . , west elevation A � 6 - `�_- �� _ � date �,� � � , � job no. dwg by � ;�� chk by - ;� �� pF C0� 0� ,�P . 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