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PL40R t�FC-� A&?1/E FINlSFI�D �RAt�E I�P AGGE55 Pf�NEL ttiGT AG01J5TIGAL G�ILING T[LE ADJ ADJAG�NT ALT ALTERAlATE AL AL.UMINUM APPR,4X APPRC�XIMAT�LY tkDA AM�RIGAN PISABILITY AGT A�IG AIF� GQNpITfONING A�RGH AR.GHITEGIUR�LL BSMT BASEMEhlT BRC BEARIN� BFG B�LQW FIN[5HED GRAPE BEAM BEAM BVL BE�I�L�D BIT $lTUMINDUS B�K BLOGK �LKG BLOGKING BD BOARU aa aa�TaM o� BOT BQTTOM BLDG BUILQINC� GPi GAR.PET GSMT GASEMENT c�� c�a5r tr� ��.ACE GLG GEILlKG G1'R GEI�TER GT GERAMIG TILE GLR GL�,4Rf�uGE GOL GOL.UMN Gf1h� GC�INGRET� GMU GQt�lGRETE MA5CINRY UNIT G GONDUiT GON�T GCaNaTRUGTfdN Gc�NT GOI�TINUOt15 �JT GONTRQL JDINt �PR GDPPER GUSi GUSTC7M r��f�T i?Ef'AtRTMENT R DEPTH PTL DE7AlL PIM DIMENSION t�W R(5H WtkSH�R L?R DOOfi2 DWC� DRAWiNG DF QRfNKING �QUNTAIN E EAST ELEG �LEGTRI�AL. ELEV ELEVATIC�KS EL ELEVATOR EMER EMERGENGY EQ EQUAL �au�v �QUiv�t.�t�-r EXH �XF+AUaT EXG EXISTIKC7 EXP EXPAN5IQN EXi �XTEREC?R POG �AG� OF �ONGRET� FOP �AGE OF FINI�H �OM FAGE QF MA50htRY PO"a �AGE DF S1Utx �IN �L FlNISN FLOOFZ ELEVAiIC7N FE FIRE EXTII`lCUI5HEF2 FDG FIRE D�PAR'TMENT GONNEGTION FNG FIRE H05E GUNNEGTI�N F�� P112E EXTl1�lGU15H�R GABII�ET FPL. FiREPLt�GE FF� FiF�.EPRC70F(KG FL� �LA�W1t�G PLR FLC�C?R �D �LOQR DRAIN FTG �CIDTING �ND F�UNDATIc?N FBO FURNISHEq BY 4TfiERS FUR �URRlNG CA C�A6�, C�AI�E GALY GALVANIZE� GD �ARBAG� DIS('05AL. C�G GENERt�L GONTRAGTQR C�LftM CLULAM LAMINATED B�AM GL �LA55, C�LAZ(t�G �B �i2AB ��R GND GROUND 6WB GYPaUM WALL BOARD HtSR H,4t�G�R HDW HARD.WARE Hl?i2 HEAC7�R HTC� HEATINC� HVA�G H��TIN�IVENTILATING/ A!R GONRIiIDNIN� HT HE1GtfT HG HQLLQW GORE �r Ho��c�w M�r�� HOF21Z HpRIZt?i1T�tL IAtGGL (NGLUD�D IC7 It�51DE C?IAMETER ISG IN�TRLL�D BY GONTRAGT�R ISO IN9TALLED BY QWNEf2 IhtS INSU�.ATED it�r iNr�t��a�z JT JOI1�T J5T ,10151 JG .�ftNITPR'� GLO�ET �c KlT K{TGHE�k LAM LAMIN{�7E LVL LAMINATED Y�NEER LUMB�R LAY LAVRTORY LH LE�T HAND L LENGTN 1 �TEEL ANGLE LB LT LrL �v� MH M�R Mp MATL MAX MEGH MG MMB t�iTL. M MW � MPH t�11N Mt,�I�Rr 1' i � �,Jt.f MR MULL NAT NR A1CJN1 N NIG N1"5 O.G. OP� OPP Oi'H 05S Qn OH t.�A (P) PR PKN� i'YMT PEp PLAM PL PLUM PW f'T FSF P5( PG PROP QT RGPT RE: fZEF REFR REINF REQp RE5 REV RH R R�5 RD RF6 RM RO RIS 55 t5) 5HT SHTG SM 51N# ��M � 5 SPEG 9Q. FT. 9.ST1. STD 5'C 5TL 5D 5T(Z sT�uc 5W 5YM 1'EL N TNK THR �a T� G TQ�i r��. TOW TB 7R T fi9 TYP UG UL UNO VE3 VIF Vt. VERT VGT Y W/D WG WH YVWF W WF WC>W Y�kf WO WD WP F'OUND LIGHT LINT�L LOWER MANHOLE MANUFAG'TURER MA5C3NRY OP�NlNG MATERIA�L MAXIMIMt MEGHANIGAL M�DIGIN� GABiNET MEMBRA�N� ME1'AL METER MIGi2oWAV� MILLIMETER MiLE9 PER HOUR MINIMUM MIRROR MISGELLANEOl15 MQISTURE RE515TAN1 MULLION NATUI2AL NC�ISE REDUGTION NOMlNAL NORTH NOT IN GONTR�GT NOT iQ SGALE OK GENTER, OPENING DPP051TE �PPOSITE HAN[? ORIENTED 5TF2,4NC� BQARp C�U75f17E 171AMEiER OVERHEACl ave��.�. PAINT PAIR PARKING i'AVEMEhlT PEDESTAL PLASTiG LAMINA'fE PLATE PLUMBit�t3 PLYWQQD PRE55URE TR,Ef�.TED POUNDS PER 5Ql1ARE �ODT POUNt� PER SQUftRE INGH PFZE-GA5T PROPERTY QUARRY TIL� REGEPTAGLE REFER 74 REFERENGE R�FRfGERATOR REINFORGING REC�IJIRECI RE511.IENT REV151ON RIGNT HRND RISER RAD AND 5#iELF ROOF t?RAIN ROOFlN@ ROOM RUU6N OPENINC� R4U6H SRY�! S,�NITARY SEWER SEALRNT SNEET �NEATHIN6 5NF�T METAL 51MILA�R SINGLE PLY M�MBi�ANE �aL�r� co� 50UTH SPEGIFIGATION9 SQllARE FEET STAINLE55 STEE� SiANDARD 5E1.�-TAPPIKG ��re��, SFORM I?RAIM 15MOKE DETEGFOR STRINGER S1'RUGNRAL SYVI TGH 5YMh4ETRIGAL T�LEPHONE TELEVI�ION 7HIGlGNE55 THRESHOLD ra e� p�-��R�tit�r� TONGU� AND GRCJOYE TOP OF 9L?�B Tt�P C?� STEEL T4P OF Y�ALL TOWEL BAR TF2AN5UM iREAD 7UBE STEEL TYPIGt�I. llND�RGRQUNn UNCiERWRITERS LABRATORIES UNLES5 NO1"�D OTNERWISE VAP012 BARRI�R VEf2f�l' IN FIELD VER5,4LAM VEI2TIGAL VINYL GOMP051TCON TfLE VOLT� WASHER I BRYER WATER GLUSET WATER HE,�TEi2 WELDED WIRE PABRIG W1pTH / WATT91 W�Sfi WIC?E FLAt� WIND4W WITH WITNG7UT WOOD WATERPROOF / W�ATHERPRQO� . � . r � r t �!l► r 1 � � � � ► � : , �y _ � � � —�_� G�NERAL BID, i'�RFORMANGE � F'R4JE�T REQUIREME�ITS QQ. THESE DOGUMENTS, i'H�IR t�TTAGHMENTS, RE�ERENGED STANDARDS 8 AS50GI,A1"ED G�DE � REGULftTORY REQUif2EMENT� ,aRE GON5IDERED TO BE INTEGf2A7ED INTO Tf;E ENDORSED GONTRP��T �OR GON5TRUGTION. ALL f�ROJEGT REQUIREMENTS STATED NERElN ,hRE GONSiDER�D T4 BE EQUALLY I�EQUIRED FOR PROJEGT CAMP�.IAKGE. OI. DO NO? SGALE Dt2,4WING5. VERIFY DIMEN510N5, 51TE � EXlSTING GUNDITIONS � i2EL�VAt�T UTlLlTY L�GA710N5 PRIOR TO SUBMITTAL OF BID PRDPOSALS, ORDERING MATERIALS OR ENGAGING {NTO GC?NT�AGTS OR aUBGONTl2AGT5. D2. BI�D�RS, VENDURS, SUBGDNTRAGTOR5 � GONTRAGTOR ARE 50LELY R�5PON91Bi�E FOR A TMOROU�H EXAMINATIQN OF TFfE D�C.(1MENT5, ATiAGHM1ENT5, REFERE1yGED GODES b 5TANDAiZDS iN GONGERT WITH V151BLE EXISTING GONDITIONS TO DETERMINE F4R THEMSELVE� THE 5UFFIG{ENGY #,�+Q�G2VAGY OF BfD PROPDSf}L5 FOR M�4TERIALS, L,4BOR AND SERVIGES. REP4RT #�AIN WRITTEN GLAR{FIGATION t�F ANY GOI�FLIGTS OR DEFIGIENGIE5 PRIQR 10 ENC�,4�lNG IN1C.� GONTRAGT. C33. Nt?TIFY ARGHITEGT IMMEDI,ATELY t�F GUNFLlGTS OR D19GREPANGIES IN 7HE DOGUMEN7S C?R IF ,4NY GUIDANGE Of2 AC7DITIONAL INFC7FZMA7IQN 15 NEEDED IMMEC?IATELY UPQN DEl'ERMINiNG EXI9TINl� FCELD GONRITIONS NG�TEI7 ABOVE. DESGRIBE � 5UBMI? Kf4TURE OF GOhlFLIGT OR QISGREPANGY IN l�IRITINC� FOR PROP�R WRi7TEK R�SPDNSE. 04. AREAS dF GC?NFLI�T OR DISGREPANGY SHRLL BE FUL4.Y RE50Lt/Ep WIT�i WRfTTEN(GRAf'HIG ARGNI7EGT'S 4R OWNER'S DOGUMENTATION BEFORE GON5Ti2UG71QN GQNTINUES IN t�i�Y APFEGTECi AREA OF 3^IORK. 05. QIMEN51pN5 NOTED ARE TO FAG�-O�-FRAMING OR FA�GE-4F-GONGRETE UNLESS N�TED OTHEi?YV15E. GR055-SEGTIOt� 8 VERTIGAL ELEVA�TION QIMEN510N5 ARE TO TOP O� GL7NGFZ�T�, TOP O� PLYI^lOQL7, OR TC�P OF WALL PLATE9 OR BEAMS, UNLE�S NOT�D t77HERW15E. Ob. GONTRAGTUR SH,�I..L BE RE5PQI�IBLE FOR GCMPLIftNGE WITH {�LL APPLIGABLE GODES d F��G-ULATORY f�QUIREMENTS ��OR OBTAINING ALL RIGHT-OF-WAY, BUl1.DING � A550GIATED PERMITS � REQIIIRED t�PPROVt�LS. GODE GOMPI.It�NGE 15 MANDP�Tt�RY. THESE GONSTIZUGTION DOGUMEt�T5 SHt�LL NOT PERMIT WC1RK N�T GQNFORMING t0 GCIDES d REGt1Lt�TQRY REGiUIREMENTS GOVERMNC'a THI9 PRUJEGT. NOTIFY ARGHITEGT OF �OGUMENTED D15�REF'ANGIES PRI+�R TO SUBMITTING BID PROP05AL OR ENT�RING INTO GONSTRUGTION A�REEMENT. O'T. ,4�a MAY E3E REQUIRED BY i'RIVATE GOVENANT"�/REGULATIONS, G�NTRAGTOR SHALL Gc�QRpiNATE IN AaVANG� Y�II7H ,�PPRdPRiATE REF'RESENTATIVE d PEFZFORM �LL PR�-GONSTRUGTI�N R�QUIREM�NTS �OR 511BM{7TAL O� STAGIN6 PLAN, AGG�SS PLAN, GONSTRUGTiON PA}2KING, FENGIt�IC, ER051QN GON7RCIL � t'tLL .lQB 51fiE PRC7TC)GDL. O8. PRO�I'IDE ALL LABt�R, MATERI�4L5, TR�tNSPORTATION, SUPPLIES d EQU{1'MENT T4 PRQYIDE A CAMPLET� PROJ�GT YdITHIN TH� REGOtSNIZ�D STAND,4RD5 OF GAR� TNAT ALLOW FOR �INAL GEI�1'IPIGATE OF OGGUPANGY TO BE 1�51J�D $Y ?NE IhUTHOl21TY HA�VfNG JURISDIGTIaN. t�{. fZEPEFZ TO ALL ARG�IITEGTURALl�NGINEERING DOGUMENTS TO FULLY 3�ETERMINE SPEGIFIGATIONa FUR �:EQUIREG% MAfiERIALS � PfZOQl1GT5. IP iHERE ARE ANY pOGUMENT�D GON�LlGTS OR OMISSION IN TH� i'LANS �?R SPEGI�IGATIDNS, GOKTRAGTOR SHALL GONTAGT THE ARGNITEG7 TO RESQLVE THE 159UE IN ARVANGE. 10. 5UB5TITUTIONS OF "�QUAL" OR "EQUIYALENi" PROaUGTS MAY B� AGGEf'T,4BLE WITFf OWNER �NDIOR ARGHITEGT UPON WRITTEN APPRI?VAL IN ADYANGE. 5l1BMIT DET,41L5 ALC. i'RODUGT DATA, SPEGl�IGATIONS, F�A�TiJRES, OPTION5, �11�15�tE5, ETG. IN ORDER i0 nETERMIKE AGGEPTt�B�LIN BY RRGHjTEGTlOWU�R }^�HO YV1LL PRQYIDE WRITTEN D�1�RMINATION O� �CJBSTITUTIQN WITHIN `1 DAYS. TH� 71MINC OF aUGH REG2U�5T5 C5 iHE �OLE RE5PpN51BILiTY O� G�NERAL GONTRIiGTt?fiZ. II. Af'i'LIGftTIONS POR PRYMEN7 SHALL BE SUB�lITTED TO OWNER ANRJOR AfZGMTEGT fP�R GONTRAGT) YdITH BAGK-UP DETAIL REQUIRED BY GQN7RAGT FOR GONSTRUGT(ON. THE APPLIGA�TION SHALL G4N�ORM TO THE RPPRQVEp SGHEDULE OF V,�LUES �C1 A5 TO RERDILY LE7�RMIh1E 55 GOMPLETE ON A LINE 1TEM BA515. t� G4MPLETE B Gt)MPRENEN5IYE SGHEDULE OF VALUES SH,�LL BE SUBMITTED 8 A�REEP UPUN f'RIQR TQ GOMMENG�M�t�tT. 12. ALL ROa�IWALL;VENT OR oTH�R Go�15TRUGTION .IOINTS, ABUTM�NT5 0� DI551MILAR r MAtEI21t�L5 d ALL AREt�� raUBJEGT TQ M015TURE Ihl7('�1J510N SHALL BE PROPERLY FLASHEG% � GOUNTER-FLA�SHED WITH 1�ON-GORRO�aIVE �LASHiNG PER PRC?JEGT $ IBG REG2UlREMENTS. 7HE5E GpNpITIONS SHALL N(�T LEAK QR DET�RIORAfiE PROM Y�IEATHER PREMATURELY. ALL WINDc'�WII�(?ORJWALL faPENING5 SHALL GQNFORM WlTH SEGTION 1405 O� THE 2QOq IBG, APPLIGABL� MANUFA��TURER INSTALLATION 8 P�RFORMANG� R�QUIREM�NTS, PRO�IID� GAULKlNC AND S�ALANTS AT ALL ABUTM�NTS OF DI551MfL�kR MATERIALS. (3. UPOU GOMPLETION OF THE WORK � INGLUDIN.C,-r PERFORMING THE WORK ON HIS OWN f'UNGH L{5T, GUK1`RAGTOR SNP�LL NOTI�Y RRGHITEGT 4F GOMPLETION 50 A�'i TQ REVIEW FtJR PKG,IEGT GONFORMANGE � IF NEEDED 15SU� t�N ARGHITEG7'S PUNGH LI9T FOR FINA�L GOMPLETION 8 PRQJEGT G4MFURM,4NG�. 14. A9 A PART OF I'I�OJEGT GL05�-OUT, FUi2K15H TO THE OW1�ER ALL WRITTEN 4 GRAPNIG MATERIALS FOR AI.L EQiJIPMEN7', APPLIA�IGES, 8 HARD1^IARE � 5Y5TEM5 INGLUDINC-� WARRANTIES, GON57f�UGT10N PHOTUGRAPHY, INSTRUGI'iON MA�NUAL�, d iN�rTALLER� d M,4NU�AGTURER9 NAME � AI�DRES�. GO�TRAGTOR WARRANTa ,4GA1N5T �AILURE WORK IN�TALL�D, GDNSTRUGTED C?R �AU�ED TO B� iNSTALLEC3 �QR TH� PERIDD OF Ti�10 (2) YEAR AFT�R DATE O� �Ii�fAL PUNGH LIST GQMPLETfON ffi WRITTEN OWNEf� A�GGEPTANGE. 15. GOK7RAGTOR AGKNOWLEDGES HAYiN6 HAD AGGE55 TO NEGE�SARY PRO.lEGT GONDITION�, DOGUM�uT9 � PR0,IEGT REQUiREMENTS, PROVIDED SUGH FULL 8 GDMPLETE IN�ORMATION TU EAGH V�ND4R � SUBGONTRAGTOR � HAS R�AD, UNDERSTANDS d TA��5 NQ �XGEPTION TQ THE ENTIRE PRQJEGT REQUlREM�NT5 IN GONG�RT WITH P�RTIN�h17 PRIYAT� 8 MUhlIGIPAL GOt�TfZUGTION REC�l1LATIONS. SUBMITTAL � .10B51T� DOGUMENTATION R�QUfi��M�hiTS (6. CAN7RAGTOR SNAI.L SIJBMIT IN ADYA�KGE, MAENTJ�IN d DISTRIBU7� UPDtk7E5 C�F C7i2GANIZED ELEGTRONIG LOG (NGLUDING Dt�TES � DESGRIPTICJt� FOR ALL. �(1BMIT7A�LS, REQU�iS FOR INFORMIkl'IUN k� SHOP pRAWIN6�. S�VEN GA�LENDAR DAYS MAY B� NEEDED TD R�VI�W SUGH IN�nRM/tTION. 17. ALL. SUBMITT,rtLS, i2EQUE5T5 Ft�R INPpRMAT10N ffi SHOE' DRAWINCf �HA�LL BE �a(JBMiTTED TD Dl�V11ER1REP AND I�IRITTEt*tt APPROV.ItL PRC?VlDEFl PRIOR TO GQMMENGEMENT OF CJRDEi21NC� PRtaPU�TS 012 G�MMEi�tGEMENT OF RELA,TEP GON�Tf�IJGTIaH. IF QWN�R/t2EP RE.1E�T5 Rt�Y �-aIJBMITTAL FUR NON-GONFOl�MANGE, ADDl710NAL TIM� MAY BE REQUIREQ FOR REVIEY+1. I8. GONTI�A,GTOR 5�fALL HAVE THE �ULLDWING 1tEM5 ,4YAlLABLE ON F'}Zt.7JEGT SITE AT ALL TIMES FOR GONTRAGTOR TO ENSURE PR0.IEGT DOGUMENTS � GUDE f2EC�2Uli�MENTS ARE BE1i�iC,-� MET DURII�C-� THE GQUR5E OF GONSTRUGTIJN. TMESE Dt�GUMENT� �H,�LL BE ftVAILA$L� TO TM� ARGHIT�GT UPON REQU�ST. A.GQNSTRllGTIQN i�OGUMEt�iTS APF'RQVEQ BY THE BUILDING DEI'AR7MENT Nl1TH t�arArious ,�NQ sut��.��urs. B.GURR�NT BUlLDIKC� DEPARiM��IT I1�SPEGTICiN REPORTS. G. MANU�AGTURER DAT� AND It�STaLLt�TION REQUIRMENT5. D. �OOg INTEI2NATIDNAL BUILi?ING GOFE. E. AN51 II?J AND 2010 ADA REQUIREMENTS F. PRIVATE GOVENANT REGULA,1'IONS AND REQUIREMEIJTS. C-�.UPDftTFD �UBMITTh�L LU�. r�. SUBMITtA�LS, SNOP DR�WINC�S, A,NE? REQUES?5 FOR INF�RM,4TION. I. GURRENT AND GOMPLETE PHOTD ..K)URNAL. Iq. ONTRAGTOR WILL PFZOVIDE 4 GQPIES QF SUBMITTALS �OR ALL STRIJGTURAL MA�iERlALS. �i GAE.ENDAR D�4Y5 A�RE REQUiRED FC?R SUBMITTAI. t�1(IEW. AN ANTIGIPATEp 5(1BMITTAL SGNEDULE WITH �alJBMITT1kL� AND DATE�a GLEt�F�LY IDENTIFIEt? 15 REG2UIi2ED PRIt112 TO ?HE G4MMEAlGEMENT OF GQNS�TIUN. 20. GEt�ERAL GONTRAG?C�R SHALL GOMPLY WITH GC?VERNINC-� A�E�IGIES IN EAGH LQGATIDN, INGLUDIN6 $UT KOT LIMiTED METRO DISTi21GTS, pE51GN R�1lEW BQARPS AND RELATED ,h55QGIATIQNa. I? 15 THE RE51'ON5IBITY OF THE GENEE7AL GONTRAGI"C)R TO MEET WITH TH�S� AGENGIES A�ND GOMPLY WI7H ALL C?F THE1R GONSTRUGTIDN RE6ULATIONS. BY GOMMENGING WDi?K ON THESE PROEJGTS, GENERaL GONTRAGTQR AGKNt�Y�ILEGDES THAT THEY HAVE M�T T#�E REQUIREMENTS OF iHESE AGENGfES AND WILL A�SIDE BY THE RULES ANp REGULItTIONS 5ET �ORTH. 21, THE GET(ERA1. CANTtZAGTQl2 SHAI..L GONDUGT WEEKLY ..1C)B 51TE ME�1'ING,`i WITN THE ARGHITEGT f�ND 4WNER, IF AVAILABLE. PRIOR TO THE MEETING, THE CENERAL GON7RP�GTOR WILL DISTRlBlJTE MEETING MlNUTE� FROM Tf-#� i'REVIt� MEETfNG WITH R�QUIRED AGTIO�I ITEMS, A�UBMITTAL L,Q6, PROC'aR��S SGHEDUL�, R�! LOG, WILL B� PROVIDED BY TN� G�NERAL GONTRAGTDR AT LEAST 24 HOURS PRI4R TO TH� M��TINt�. A? 7HE GQMMENGEMENT OP GONaTRUGTIQN A YV�EKLY M�E71NG TIME WILL BE 5ET A�T 1� MUfiUALLY ACREEASLE TIME. 22. THES� [7RAWINGS AR� INTENDED TQ BE UU�D 50LELY AT THI� BUILE?IN� QNLY AND ARE NQT TO BE USED FOR REMODELS OF �t�tY OTHER Bl11LDlNGS At? 7HI5 PRQPERT( OR ANY 4TH�R PROP�RTY. 23. SLOPE ALL CANGRETE A�WAY FROM BUIL[11NG. PROVIL?E PC>51TIYE DRh+INAGE AWAY FROM BUILDlt�G IN AGGORDANGE l�I1TH 2O4a IBG. 2�. ALL M,A�TEf21AL5 TO MATGH EXISTINCti UNLES�a�✓ QTHERWI5E NUTED. • .:. � • � ♦ -- EXTERIDR BUILDING MCJDI�IGATiC1N ZQNING QE5IGNATION: MDM� OGGUPANGY GROUP: f�2 cou�rRUCrior� �r�r�e: s� NO. OF 5T0f21E5: 2 FULLY SPRINKLED PER NFPA 13: NC7 GQV�RNINC GOP��: 2C�a IB� ��{�� .�`i� ..��i��i�: � �� REPLaGE �XI5711� DEGK ANR 5TA11Z C�UJ1�l��c l �2��'� M�N�IL.L PROPERTY M�N,4C�MENT, ING BRIAN GC�UN�ILI�,�N 2oy-r N. FRd1�TA�� c��,� #3av V,41 L, GOLOR�I�U t31 b5� F'HdN�: q7D.��i.�aC)4� ��X �f`�C�.4��.1l4�T �-M,hll�. MGN�lLL.�V,41L.N�T w -- /" ' "' �i • R • ' .. .. .. .. r � . •t�: � : . + _ : r • '♦ w• i• " i ••'' I♦ ir i• 'r' � I , t/I �� ♦ t � I A+ � • � •s • �� Y MUNROE � N�WELL ENCINEERS, ING H,�N�tES SP��H, PRINGIF'A�L pC�1 BQX: l�q�i �t0 BENGHNtARK RUAD, 5U I T� 2O4 V�rIL, G�iLC)RA1�C) 8165� PHON� (��) �i4�'-q3�f I FA�X (��t�) �14a-I��t� �M�{L: AVO'N�MC�i�i�c?E-NEW�LL.�c7M �� Tl.l TITLE SH�ET RI.I DEMO ,�ND h1�W FLt�UR �'L.ANS A2J 5°r�IR EL�V,4TION5 A�1�d ��GrIC�NS � � �2 BALGUNY EL�Vt�TlON�, PLt�N, AND S��TC��i� STRUGTIJR�L P�.A�NS �Ti2UGTUi�,4L. N�QTES RNL7 DET,�iL� ��;�� °�°� �?�� 3 �� . �;��`� � �� :� �� .�� ,��,c�;.��.�.w..�,�.�.�� . � � �� .F � �.�. � �..,�� ' � ' , � � , , . s x � ;r� 's, � �, � � � � �� f� � r r�d � � I�I� �� : lJ 1 L D 1�J C� P" � R i�l11 T 0 � 1 � � � 1 1 j ► � � � � 1 i � � ! ' i li � 1 � � � � i � t + � % � � � i � � � t � � � • '� � � • � � � � i � . • � •• � � � � � i . w � -.q � � t � � « �� s � �� /�� i�� ..:� FAGE OF EXISTING �XTERIOR 51C71NG FA�E QF E. EXTEFZIOR NEW 4x4 PO GUARDRAIL 51 EPG� Ci� �lE� B�L4W CUt�� f'� �� .,/ � �G��: 1 I-2' = � � - 4" NQTE: ABUTMENTS OF DI551MILAR M,4TERIALa 3� /iLL AREAS SUBJEG7 TO MQI�7URE INTRU514N SHALL HE PROPERLY �LASHED � GOUht7ER-�LASNED WITH NON-GORR451VE FLA5H(fi�C� PER PROJEGT d 1BG REG2UIREMENTS. THESE GONRITI4i� 5HA�LL NOT LEAK OR DETERIOi�TE �ROM WEATHER PREMATI}RELY. ALL W{NDL?W/DDOR/WALL QPENIN� 5FlA�i.L GONF�IRM WITH SEGTION 1405 OF THE 2�CXt IB�, APPLIGABL� MANU�AGTUR�R IN�T�hLLATIc?N � P�R�ORMANGE R�QUIREMENT5. PRUViDE GAULKING t�NR �EALANT� A�T ALL ABUTMENT�a OP DI5�IMlL.A,R M1�TERIALS. R ��E o� Exi�ri�� EXTERIC?R �IC?IN� � i NDT�; ALL N�W GDNSTRI.IG'iED ELEMENTS SMALL BE WEATH�RP�20DFED, STAINED, AND OR PAINTED TO MATGH EXISTING ST�hNDARD QF THE BUIL�It�G �_ • � � � �! � ��: I 1.,�" = I' - �' � � � �r i � 1��. �� f � 1��.�� s' � �� l: 1 A2.1 �r/�.�,.: � t -,4M = �� •�- : � :� AGGES�IBL� M�ANS OF EGR�S� NOT iZEQUlR�R: R,E��R TO SEGTION 1�70�l.1, EXGEPTfON I, IBG 200�t. AGGE551BLE MEANS 4F ECRE�S Nc1T �'EQUiRED IN AL7ER,4TION5 TD EX15TlttdGG BUILC�IN�. 9TAIW�tAY Y�II�TH: RE�ER i0 SEGTIOK It�C,}�t.l, IBG 200�i. EXGEPTlONS: 5TAIRWAYS S�RVIhl6 A�N OGGUPr�NT LOAa o� L�55 iNAt� 54 SN,hLL HAV� A GLEAR Y+11DrH a� NoT L��S THA�1 3b"�. RISER HEIGHi AND T12EAD t?EF'1'H: REPElZ Tt� S�GTIQN iC?U�1.4.2, I BG 2p�i. STf�IR 1215ER HEIGHT SHALL BE �" M1�4XIMUM t�ND 4'" MINIMUM ME,45Ui2ED VERTlGtkL,LY BETWEEN L.EADING EDGES OF AD.IA�ENT TR��DS. REGT�N�l1LA{R Tf2EP+D5 REi'TH� �aHALL B� II" MINIMUM M�ASUR�D HORIZONTAI.I.Y BETY�EN TN� VERTIGAL P�.ANES OP THE �C?FZ.EMQ�T PRc7.lEGTlON i�� ADJAGENT TREt�D�. D1MEN510NAL UNIFORMITY: RE�ER TCJ �EGTION IC?C)�i.4.4, IE�G 2aC7�f. 5'iAIR TREARS AND IZI�ERS Sf�iALk. B� Q� UNI�DRM 51ZE AND SHt�f'�. o�u ��s��: ��e� To sec�riou iaaa.�.s i�, 2c�oa. �i�� s�,a�.�. �E 50L,ID AND VEfi�TIGAl. OR SLQPED UhtDER 7HE TRE{ti� f��OVE FROM TNE UNDE1�{DE C P THE N051NG AT AN A1�6LE NOT MORE THA�13Q DEGRE�a �ROM THE VERTIGAL. STAI�Y LANPINGS: REPER ?C1 SEGTIUN IUO�i.S, fBG 2i�CJ�1. ?MERE SHALL BE A LANDING �hT ?N� 7PP AND BOTTDM C�F EAGH �TAIRWAY. THE WIDiH 4� LANDINC�S SHALL NC?T BE LE�� THI�N THE WIC77H C7F THE STAIRWAYS THEY 5E1�VE. EYERY L.A�NUIt� SHALL �fAYE A MIhiMUM DIM�N510K MEA�5IIR�D Ihl TH� [71R�GTION C�F Ti�AVEL EG2UAL TC7 THE WIDTH 4F TH� STAIRWAY. 4UTDOC7R GC7NDITICJNS: REFER TO 5EGT10�! IC.�C7'�.6.2, IBG 200�i. OUl'RQOR STAIf2Y�lAYS �-aNALL �3� i7E�a1CaNEL? 54 7HE YVA�T�R C?C?�5 Nf,?T AGGUMULAkTE Oril WALKING S(JR�AG�S. VEi2TIGAL RiSE: REFER TD 5�G1`IQN 104R.y, IBG 2C?O�f. A�LIGMT UF STAIR9 SHALL A11U7 H.�VE A VERTIGI�i.. RISE C�R�ATER TH�N 12' BETWEEN PLt�G�i� L�VEl.S. HANDRAIL�: RE�EF2 ?U aEGTIC?N IOC��f.{�, I$G� 2G>Oa. 5i'f�It�WAYS �H,4LL f�AVE HAhIQRAILS t?N EAGH 51L7E ANa SNRLL GOMPLY WITH SEGTION IC3f2. HAN�R,�IL HEIGHT: REFER TO SEGTIC'JN 1U12.2, IBG 2L�Uq. HEIGNT SHALL BE UNI�ORM, t�C�T l.E59 THt��I 34° fkND NQT MORE THAN 38" ABCIVE 5iA(f2 TREAD NO�ING. HAUDRAEL �RA�PABI�ITY: RE�ER TU SEGTION (UI2.3, IBG 2OOq. 1�12.3.2 TYPE II. HANDi2A1L GO�1TIi+�JI'T`Y: REFER TC7 SEGTIQN 1�12.4, IBG 20Cx1. Gl21PPlNG SIJR�AG�S SHALI� BE GC1NTIt�tUQUS WI1'+� NO fNT�RRUPTiON BY NEWEL PO.�TS UR QTHER CJ��TRt1GTION�. HA�NDRAIL EXTEN510N5: REFER TO �EGTION IQI�.�, IBG 2t7C7q. HA�IC?i�A,{�5 SHAtiLL RETURN TC7 A WALL, GUARC?, Ot� TM� YQALKIN.r".� SUf��AG�. Hr41�DIZ.AIL5 9hiALL EXTEi�Iq HOI21Zt?NTALI�Y P,7 LEAST 12 INGHE9 B�YQN[i TME tOP RISER ANa G4N71tdUE TU 9LUPE Ft?R THE I'J�PTH O� DNE `fREf�D BEYQND THE BOTTf)M RISER. HANDFZAIL GLEARANGE: REFER Tt7 SEGTION IUI2.`T, EBG 2C70q. GLEAR 51'AGE BETWEEN HANDR,41L AND A� WALL G>R OTHER 5(JI�Ff�GE SHALL BE R4 A MINIMUM OF !.5 INGHE�. C�Ut�RD"�: REFER TO �aEGTION IUI3.1, IBG �OCx1. �UARDS SHALL B� LOGATED ,4Lt?NC7 DPEN-51D�D WALKINC� SURFAGES ANQ LANDINC�S THAT ARE LC>Gt�7ED MORE TM/�«N 3P" MEASUREd VERT1G,�tLLY TC1 THE FL�(7R QR �i2,4DE �T ANY f'OINT WITNIN 3b'" HC?lZIZCit�TALLY TO 'CH� EDGE QF THE QPEN 51DE. C�UA+RQS SHA�L�. BE A+I�EG2UET� Ihl STRENCTM AND ATTAGHMENT IN AC,GORPANG� WITH ��GTION 16C��."1. GUARD�?AIL HEIGHT: R�FER TO SEGTION If313,2, CBG 2aU�i. i2EG2UIRED GUARDS SHALL Nt�T BE LE55 THt�N 42° HI�"aH, M�A15L1RED VERTIGf1LLY ABC?Y� TH� ADJ��ENT WALKIN� SURFAGE OR LINE �t�NNEG7lNG LEAQINC� ED�ES QP TRE,�i75. pF'�NIN6 LIMITATIONS. REF�R TC1 SEGTIUt� IUI3.3, IBG 2C7c7�'i. R�QUIR�D C�UAF',D5 SNAL.I. NC?T HAVE OPENING� WHIGH ,4LLQW PR55AC�E G>� A SPM�RE 4{NGHE�a IN pIAMETER �ROM THE WAI..KING SURFAGE 70 ?H� f2EQUIf2ED HEIGHT. THE TRIftNC�ULAR OPENINGS A�T Di'EN 51C?E OF STAIiZ, �O}2M�D BY TH� RIS�R, TREAD, RND �DiTOM RP�IL SHAL,L NOT f�LLC?W PA�55ftC�� OF A SPH�RE b INGHES IN DIf�MET�R. rt ��i� t �� y�l�� J��°� �� s wk.�,�e�_��4n�'��'�� ` ��° ,�.�.�� ,,�" _ �� . �� r � � � � � � � � � � ��' � V � ARCN1 TE�TS � i � � ! i � i i � � � � � � � ' f 1 t � 1 + � { � � 1 � f • � � • � � �,i � �N�a�� II �� IU ��fi° � A. � �� I I � z�� ';� ��.�� . � '� � � � t � � a i � � i ' +r' 4 ir � � � r t r . . i -'� � i i � « . � • � �� ,�''}� ��/�a�� I � ��i�l �� .�.� � �� ,E�� ( � r�____,__.- = -�� ,�NR FCIUTERS i=,/' � � � � � �z�: s��uc i i e''.�ir��: � f -.�r = � � "' {�w i i i � i { �-- -� �- -� i i f � � � )---- -� I \ f \ / � 1 \ 1 � / 1 �-____.� L___-� f � �____� Yv��V 1 J'�V RE: STRUG - � - � , . �" �' __ _. . 2 X 10 RIM JOIST RE: STf�lJG 2 X b P�GKIN� 2 X IU LEDC-�R RE: STI�UG 2 X 6 J015T RE: aTRUG � x � �ua��c�r�i� 2 X �r CUARC?RAf�. 2"' DI�. HANDi�AIL TYP. BC�11'H 51PEa I X � BALUSTER 4 X 4 1'C>5T 2 X 12 TREAR 2 X 6 GL.C�EC3 RI�ER (IYP.) 2�ia ,�r�p �� r�►r��s �: �rrr�uc NE3^I L7EGK SUPPOtZT f2�: STC�UG �T�[� ��TI�� r�,1..�: I 1..2' = I' - C�" � �� :� �f''= • �-�z �`�� .µ;��`��`.,�,�� ,�� ,��,�� °� `� �� h�� .� ,'� �"" � , � � ��' . ��a��.�� .��,..��',. � �" � m �$�' a ., �� M �.�..�.� � , ..� �� . .�� : i..�11 L D 1 l��1 Ca P' �'' R111 T � ARCHI TECT� � i1�� i .. � 1 i :1 11 ' 1 1� � 1 ! ` 1� 1 ��J !. 1 1 r 1 ► ',' 1 � .. -• • �► a ! r • r � • . rl► � .• ! * � � � � . 1 i -� � � t � « - ,... . � .r...► :i�" �"'� 5 114° VA�RIES �XISTINC �XTEi21C?R Wt�LL, BLP<'a EM/ELQE'� 1 I ►� �J �� I �T I �� .��1'�T I �� .�: r �.�� = � � _ �,�, � � i� � � 2 X 8 EZ�41LlNG l X 8 BALU5TEi? 3/4' PLYWOc'JC? DEGKINC� 2 X S FA�SGIA EXI�TING DEGK �'-.�C'.r�E: I 1...�� , _ �� .r .rrr � ar ♦ 0 cc� ( ( i� �� I ��I`� SG,aJ..�. 1 1..2" _ �, _ p'� 2 X 8 GU,4RDRAIL 2 X b C�UARQRAIL I X 8 BALUSTER 3�4° f'LYWC7C1Ii DEGKIN6 2 X 6 RIM J015T 2X8�A5GIA� 4 X I� TIMBER 4 X 4 I'09T �� i �� .�: � ,.�� i ,, ... o,� t? # �� Oz� �� 2 X 8 .C�UARDRAIE. � X b C-�.JARC?RAII, N�V�R I X 8 BALUSTEl2 �XT.C� 3/4° PLYWCJOD D�GKING NEW 4 X 10 �d�E B�AM RE: 52 2 X 8 �ASGIA EXl'C� 4 X 12 TIMBER EXTC-� 4 X 4 1'Q5i _ - : ��.�. � �..�� _ � � _ �,� NOTE #I: 20CXi IBG GAI.LS FOR A 42" HEIC�NT �OR THIS C-�IJARDRAIL. 2C?I2 IBG ,4Ll.OWa �OR THIS REGrUIRED HEl�HT TC7 BE UNLY 36"'. WIrH rc�WN oF VAIL APPRCaVAL, ARCHITEC�r '. WC�ULD LIKE 1'C? DE51C-�N TH15 GVARD Tt7 BE ' 3b", BIJT WILL DEFEC� TC7 iHE 42" HEIC�HT (2EQUIREa BY THE 2C10g IBG IF TUWN OF VAIL QFPIGIA�.S D�EM IT NEGE�SARY. GOt�STRUGTIUN t7� THIS �UARDRAIL SHALI. '!: BE TO 7HE ME1C-�HT 4F 42" UNLES� 1"OWN C?F '; VAI� C>FPIGIAL. AUTHQRfZES 1'HE 36" H�IGHT I TO BE RDEQUt�TE Ft7R �OMPLIA�NGE, IF 36"' RAfL IS DEEMECI aLLOWABLE, TN�N D�iLY EDGE BEf�4M TC� BE REF'LAGEC7 t�Ni� BALUST�R 5F't4GiNG TG> B� Mc�Di�I�D iU ; LE55 ?HAN 4° UPEt� SPfiGE B�TWEEN A� ! REQUIRED BY 2C70�S IBG. ; .��>�;�i'� �� a�� .��°`�:�� .��'' � ��'� <�b��" ��n ��' �—t � � �� ,�a�,.��,�..�._,W �, ��b A : �,lILDI�C� PERi1l11T Y m ♦ � t t E j ! ! � 1 I � � � i � � � , � � i 1 � 1 � ! j i � � � r � � r � / � / ! � �� r, -"'� i i• � .M r . , . 1 � ` �� • • 1 + � � � � . . � '•� � � � • �, i � • � �� /�� a�� GENERAL NOTES 1. LIVE LOADS USED IN DESZGN; A. ROOF < 4:12 SIOPE 100 PSF B. ROOF > 4:12 S�OPE �0 PSF C. EXTERIOR DECK 160 PSF D. EXTERIdR STAIR5 1@0 PSF E. IMPORTANCE FACTORS CATEGORY I SEISMIC FACTOR IE I SNOW FACTOR IS I WIND FACTOR IW I F. WIND 3 SECOND 6UST 99 MPH FASTEST MI�E 85 MPH EXFOSURE B G. LIVE L4A4S ARE ftEDUCED PER CODE IF APP�ICABLE. H, CODE USED IN DESIGN: INTERNATIONAL BUI�DiN6 CODE, 2069 EDITION. 2. TESTING, INSPECTIONS AND OBSERVATIONS: A. TNE STRUCTURAI ENGINEER DOES NOT PROVIDE INSPECTIONS dF CONS7RUCTIQN. STRUCTIiRAL ENGTNEER MAY MAKE PERIODIC OBSERVATTONS QF THE CONSTRUCTTON; SUCH OBSERVATi0M5 SHALI. N07 REPLACE REQUIRED II�SPECTIQNS BY THE GOVERNING AU7HORITIES QR SERVE AS "SPEC3AL INSPECTTONS" AS MAY BE REQUIREQ BY CHAPTER 1i OF THE IN7EftNATIONA� BUILDTNG C4DE. 6. TNE FOLLOWIN6 WORK SHALL BE INSPECTEd BY TNE SPECTAL INSPEC7QR UNLESS 5PECIFICALLY WAIVED BY TNE BUiLDING QFfICIA�. 1. SOIL PRfPARATION a. EARTHWQRK EXCAVATION, PIACEMENT AND GOMPACTION �F FI[.L AND TN-P�ACE DRY DENSTTY t3F THE COMPACTED FI�L FOR CONFORMANCE WITH THE APPROVED REPORT. 2. CONCRE7E CONSTRUCTTQN a. PERIQD2C INSPECTION OF REINFORCIN6 STEEL. b. PERIOpIC VERIFICATION OF USE QF REQUIRED DESI6N MIXE5. C. CONTINUOUS INSPECTION AT THE TIME FRESH CQNCRETE IS 5AMPLED TO FASRICATE 5PECIMENS FOR STRENGTH TESTS, pERFt�RM SLUMP AND AIR CONTENT 7EST5 AND DETERMINE THE TEMPERATURE QF TNE CONCRETE. d. CONTINUOU5 INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATTON rEC�tr�zQu�s. e. PERiODTC INSPECTIQN FOR MATNTENANCE �F SPECIFIED CURING TEMPERATURE\ AND TECHNiQUES. 3. FOUNQATION5 A. THE ALLOWAB�E SOIL BEARING PRESSURE ASSUMED TN DESI6N IS 2000 PSF. THE CQNTRACTOR SHAI� RETAIN A LICENSED SOI�.S EN6INEER TO INSPECT TNE FOUNDA7ZON EXCAVATIQN. SdILS EN6INEER SHA(.L VERIFY IN WRITING THE ACTUAL SOILS CAFACITY TS EQUAL TQ Qft GREATER THAN A55UMED. B. ALL FOOTING BEARING ELEVATiONS 5NQWN ARE ASSUMED. EXACT BEARING EIEVATTONS SHA�L BE VERIFTED IN THE FIELd WITH ACTUA� CONDI7I4N5 BY tONTRACTOR WITH APPRQVAL OF SOILS ENGINEER AND ALL BOTTaMS OF FOOTINGS SNALL BE A MTNIMUM OF 48" BELOW EXTERIpR GRADE. C. ALL FOQTTN�S ARE TO BE PLACED QN FIRM� UNDISTURBED, NATURAL SOIL dR PROPERLY COMPACTED BACKFILL, APPRQVED BY THE SOILS ENGINEER» BACKFILL SHALL BE COMPACTED TO 95% (MTNIMUM) MObIFIED PROCTOR QENSITY PER ASTM D1557 UNLESS OTNERWISE REGQMMENDED IN TNE SOILS REPQRT. IF SOFT SPQT5 ARE ENCOUNTERED REMOVE 50IL AND RECOMPACT WITH APPROVEQ FILL (RE: SOIL REPORT FOR DESCRIFTION OF BEARING SQIL}. D. CEN7ER ALL F007ING5 UNDER CQLUMNS UNLESS NOTED OTHERWTSE ON PLANS. E. CQNTRACTQR TO PROVIDE, AT HIS EXPENSE, FiELD DENSITY TE5TS ON GOMPACTEb FTLL UNDER FOOTINGS ANQ INTERTQR SLABS-QN-GRADE. F. N4TZFY SOIl.S fNGINEER WHEN EXCAVATION TS COMPLETED SO THAT CONDITZONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FI�L QR CONCRETE. G. FQR SOII DRAINAGE REQUTREMEN7S REFER TO 50I�5 ftEPORT ANQ CIVIL dRAWINGS. 4. CONCRETE A. ALL CAST-IN-PLACE CONCRETE SNALL BE MADE WITH TYPE I/IT PORTLAND CEMENT, ST4NE AGGREGATE AND SHALI SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. 5 � FOQTINGS AND pTERS 2506 psi STD --- --- EXTERTQR CONCRETE SLABS {++) 4500 psi STD 0.45 6%-8% ++ MAXIMUM SLUMP SNAIL NOT EXCEED 4°. B, CONTRACTOR SHALL SAWCUT QR TROWEICUT 702NT� TN S�ABS ON GRAQE. JOINTS SHAIL BE 5FACED 1@ FE�T AND SAWCUT QR TROWELCUT 1/4 OF S�AB DEPTH X 3/16" WIQE WT7NIN 12 HOUR5 AFTER PQURING. CARRY ALL. SLAB REINFORCEMENT THRQUGH 3QINT. C. SLABS, FOOTINGS, AND RIERS SHAL[. NQT HAVE JQINTS IN A NORIZONTAL PL.ANE. ANY 570P Th� CONCRETE WOftK MUST BE MADE AT TNIRD pOINT QF SPAN WITH VERTICAL BULKHEADS AND HORTZONTAI. SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCT20N �OINTS SHA�I BE AS pETASLED OR AS REVIEWED BY THE ENGTNEER. D. A�L CONCRETE WOftK AND REIN�ORCEMENT DETATLIN6 SHALL BE IN AGCt7RDANCE WITH ACI BUiLDING COQE 318 LA7EST EDITION, UNLESS NQTED OTHERWISE. USE S7ANDARD HOOKS FQR DOWELS UN�ESS NO7Ep 07HERWISE. Al.l. EXPOSED EDGES OF CONCftETE WORK SHALI HAVE 3J4 TNCH CHAMFER. REINFORCEMENT A. AtL REINFORCING SHALI B� HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 66 EXCEPT TIES, STTftRUPS ANb PIATE ANCNQftS WHTCH SHAL� BE QEFORMED BARS, ASTM [�ESIGNATION A615, GRADE 46 OR AS7M A7@6 GRADE 66. B. WEIDED WIRE FABRTC SHALL CQNFORM TO ASTM A285 GRADE 65 AND SHALL BE LAPPED ONE FUL� MESH A7 52pE AND END SPLICES AND WIRED TQGETHER. C. RETNFORCEMENI' PROTECTION UNLESS NOTEQ OTHERWISE; 1. C4NCRETE FOURED AGAItJST EARTH 3" 2. CQNCRETE POURED IN F�RMS (EXPOSED 70 WEATHER OR EARTH) 2" 3. CQIllMNS ANQ BEAMS (TIE BARS) 1-1J2"' D. REINFQR�EMENT PLACEMENT AND TOLERANCES SHALL BE ZN ACC4RDANCE WITH SEC7ION5 7.5, 7,6 ANQ 7.7 OF ACI 318, lA7EST EDITSON. E. NO SP�ICES OF RETNFORCEMEN7 SHALL BE MADE EXCEPT AS DETAILED OR AUTHpRIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MTNIMUM OF 4$ BAft DIAMETEftS FOR #6 BARS AND SMALLER UNLE55 NQTED OTHERWISE. MAKE A�� BARS CONTINUQUS AROUND GORNERS. 5TRUCTURAL S7EEL A. ALl STRUC7URAL STEEL SNALL CONFORM 7Q ASTM A36 EXCEPT WIDE FLANGE BEAMS WHTCH SHALL CONFORM 70 ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WNICH SHALL CONFQRM TO ASTM A53 AND TUBE CQLUMNS TO ASTM A509, GRADE B, LATEST EDITIONS. STEEL SUPPLTER MAY PftOVIDE ASTM A572, GRADE 56 AT HIS OFTSON. MTSCE��ANEOUS EMBEDDED TTEMS SHALL BE A36 STEE�. B. ALL STRUCTURAL BOI.TS SHALL BE A325N INSTALLEP TO A MINIMUM SNUG TIGHT CONdITTQN. ALL ANCNOR BOITS SHALL GONFORM 70 ASTM A307 UN�ESS NOTED OTHERWISE. C. STRUCTURAL STEE� SHAI.L BE DETATLED AND FABRZCATER IN ACCORDANCE WITH THE IATEST PROVISI4N5 OF AISC "MANUAL OF STEEL CQNSTRUCT3QN." D. ALL 4�ELDERS SHALL NAVE EVIDENCE OF RASSING THE AMERICAN WELDING SOGTETY STANDARD QUAlTFICATTONS TESTS A5 OUTLINEQ TN AW5-D1.1. E, MSNIMUM WE�DS Td BE PER AISC TABIE 72.4 BUT NOT LE55 THAN 3%16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. 7. NON-SHRINK GROUT A. NON-SHRINK 6RpUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. 2. BETWEEN BEAM BEARTNG PLATES AND CpNCRETE OR MASpNRY 5UPPORTS. 3. GROUT SHALL BE CQMPLETE AN� HAVE A MINIMUM COMPRESSTVE STRENGTH OF 6900 PSI PRIOR TO ADDING BUI�DING LOADS AQQVE. 8. WOOD A. ALL FRAMIN6 AND TRUSS LUMBER SHA�L BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRQDUCTS ASSOCIATION AND CpNFORMIN6 T4 INTERNATIONAL BUIIdING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2"' TO 4" THICK - 6" AND WIDER N0. 2 Fb = 900 PSI 5" TNICK - S" ANd WI�ER N0. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MTNIMUMS AND FOR NONREPETINE USES PRTOR TO ALLOWABLE STRESS INCREASES. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTION5 AND NAILING SHALL BE ADEQUATELY GA�VANIZED (DOUBLE QIPPED OR BETTER}. C. TREATED SIL� PLATE IUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. Q. PRQVIDE METAL CRQSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. SOLID BLOCKIN6 BETWEEN ALL JOI5T5 AT ALL. SUPPOR75 ANQ ENDS OF CANTILEVERS IS REQUIRE6. E. FASTEN AlL WQOD MEMBER5 WITN COMMQN NAILS ACCORDING TO THE TBC SCHEdULE TABLE 2304-9.1 UNLESS NOTED QTHERWISE, F. LAMINA7ED SEAMS 1. ALL LAMINATED MEMBERS SHALI BE FABRICATED OF DOUGLAS FIR LARCH AT �ESS 7HAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WI7N WCLIB. ALL SIZES SHOWN ARE NET. 2. IAMINATED MEMBER SHALI. BE DE7AILED AND FABRICATED IN ACCORDANCE WITH TNE STANdARD SPECIFICATIaN5 FOR THE QESI6N AND FABRICATION OF STRUC?URAL GLUE LAMINATED 7IMBER, �ATEST EDITION AS PUBLTSHED BY AITC. 3. PROVTDE UNITS C4NFQRMTNG TO AITC 117, 24FV8, D.F. FdR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SURPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEAR�Y STAMPED ON EACH MEMBER. G. PLYWOOD DECK ANDIQR ORTENTEQ STRANQ BOARD. 1. PANEL THICKNESS SNALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENdATIQNS OF THE AMERICAN P�YWOQD ASSOCTATION. 2. EACH PANEL SHALL BE IDENTIFIED WI7H THE GRADE-TRADEMAftK OF THE AMERTCAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS QF U.S. PRODUCTS STANdARD PSI, LATEST EDITIQN FOR Pl.YW00D. ALL PANElS WHICH HAVE ANY EDGE OR SUR�ACE PERMANENTLY EXPOSED TO THE WEATHEft SHAL� BE OF THE EXTERIOR TYPE. 3. FQR FLOdRING ll5E 3/4"' T&G 5TURD-I-FLOOR SHEATHIN� GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALQNG PANEL EDGES AND AT 12" ALQN6 INTERMEDIATE SUPPORTS, 4. FOR ROOF U5E ?" {40I20 SPAN RATTNG) EXPOSURE I SHEATHIN6 NAILEQ WITH 10p NAILS AT 4" ON CENTER RLQNG PANEL EDGES ANQ AT 12" ALONG INTERMEDIATE SUPPOR75. 5. EXTERIOR 1JA�L5 SHAIL HAVE ONE LAYER OF 1J2" EXPOSURE I PLYWOOD OR QSB SHEATHING NAI�ED WITH 8d {QR 10d) NAIL5 AT 6" QN CENTER ALONG PANEL EDGES AND 12'" ON CENTER AT INTERMERIATE SUPPORT5. ALL PANEL EDGES SHALL BE BLOCKED. 6. FLQORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN FERPENDiCULAR TQ SUPPORTS WITH END �OINTS STAGGERED. 7. TNSTAIL SUTTABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GR40VE PANE�S OR SOLID WOOD BLOCKING SUPPORTS. H. WOOQ DECK WOQD DECKING SHALL BE 2x T&G QOUGLAS-FIR LARCH (E=1,700,000 PSI, Fb=145@ PST). PLANKS SHALI. BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH AD�ACENT PLANI�S SPLICEd AT AITERNATE SUPP4R7 MEMBERS. EACH DECK PIANK SHALL BE SLANT-NAI�ED TO THE TONGUE OF THE AD70INING COUR5E WITH 8d NAILS AT 24"' QN CENTER WTTH ALTERNATE PLANK NATLING OFFSET 12". NAIL EACH PLANK TO EACN SUPPOftT WITH (2)-16d NAILS-1 STRAI6HT, 1 SLANTED. WOOD DECKING SHALL BE GLUED IN THE �iR00VE JOINT WITH 40% GLUE COVERAGE, I. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 P�T, E= 2,8@0,00Q PSI, FC = 750 PSI, FV = 285 PSI. BUILT UP MEMBERS SHAIL BE CONNECTED IN ACCORDANCE WITH MANUFAGTURERS' RECOMMENDATIQNS. CONTRACTOR SHAL� HAVE THE OPTION OF USING 3 1%2" OR 5 114" WIQE MEMBERS. 9. NQN-STRUCTURAL E�EMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, E7C. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIflNS AND OTHER STRUCTURAI MOVEMENTS. B. FIRE PR�TECTION FOft ALL STRUC7URAL PARi'S SHAtL BE PR4VIDED ANQ SHA�� MEET ALL COdE REQUIREMENTS FOR THE TYPE OF CONS7RUC7IQN SAECIFTED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CCENSTDERED UNRESTRAINED UNLESS NOTED QTHERWISE. 10. GENERA� A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STftUCTURAL SUBSTITUTIONS. B. PROUIDE ASPHALTIG MASTIC-COATING ON ALL STEEL AND WOpD EXPOSED FO EARTN. C. WATERPRQOFING, VAPdR BAftRIERS, ETC,, 5HALL BE AS SHOWN ON TNE ARCHITECTURAL DRAWING5 AND AS INDTCATED IN THE SPECIFICATIONS. D. ALL MASONRY AND STONE VENEERS SHALL BE RTTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN 5ECTION 1405 OF THE TNTERNATI4NAL BUILDIN6 CODE. E, ALL DIMENSIQNS ON STRUCTURAL dRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS ANQ ARCHITECTURAL QRAWINGS. F. CONTRACTOR SHALL VERIFY ALL ASSUMED EXiSTING CONDITIONS. IF CONDITTONS ARE DIFFERENT TNAN ASSUMED, NOTTFY ENGINEER. 4X4 POST 2X12 TR�AD � ! ♦ - ♦ - m „ 4 _ � �� o N � a �a � .' 4 f�a 0 12 (2)-5/8" d> THRU- 80LTS 0 ``�2X12 STRINGER 1/2 t p�7 NOT OVERGUT 5TEP5 WlTH 2X6 �LU�D RhJD Nl-�I�ED WITf-f (2)-ROWS 8d X 2 Il2" N.411_5 f�T �" �� 1 I/2"' = I`-C�" �� 3/4�� = ��_G�� 4X4 POST �IMP50N ,4G44 GCaLUMN BA�S� BIG�C7C7T 8�-24 FOUTIN� WITH �" GONGR.�T� P1EF2 WIT4-1 {�}-#4 VEi2TIG�L. �ND (2)-#3 TIES 2X12 TR�,4T? �� 1 1/2 �� _ � �_C.�" ,_..�..��..., -_ _ .. - -. _ 4X4 GOL.UMN CRRT,�� TIMB�R _ _ ! ✓ �� C �� E � � �� f �� i/2" = I'-O" � aLUEL7 1/2" ��zi� }��. �a ��.i9 ��.�� x %�s��' �,,,��; " "°" � � ��Pr.�:��.��pn� .a�� .._� . �.�� .�� .,�,�,�,��. �� . ��tt _ .�. ��; .r��.�.��.��: �.�,�.�R.��, �' � ``w . �� < �` �Uxl�'O� c�L ��W��.� Engi�zeers, Inc. AVOi1 i'.t�. 13€�x i537 70 I3enchs7�4u�k I2c�a�. 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