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HomeMy WebLinkAboutB14-0032 B13-0552 REV3 plans approved �� �1 ' +ri � ,�� � �: ,. � _ ,�. �. � s-.. r-.. : � �..� �: � r,.. � ' Q,. _ � � � !� �r/ o � � ', + � � � T � � L� � K � I�AIL. I� I � � � E � R [� FI � I � � . � � � � � � � C� L � � � ��� 1 � � I � DE � � � � _______ _ _ _ _ _.. _ _ _ _ _ _ __ __ _ . _ _ .� � � , tp � Y � � � [t� � CIV � I. LIGHTING ° � , , _ _ _ S�'��ICTIlRA � _ �� . 00 a�. � ,a I : 10 TOPQGitAPNIC SUR�EY A� � _ _ -- SI1E LIGHTING PLAN NQTES � � � � � � � a�� � y 8ection Cut fteferenc� �etai� A�ea �t��eren�� �(�. � L� GEND �lOTES & A8$REV6AT(ONS ��. � SITE LIGHTlNG PLAN � (� �� NOTES � _ , C � . � MAT FO(lNDATION PER� �1 . pRAfNAGE PLAN A�- � -� RECREATION LEV�L (A� LIGNTING PLAN S (� Q � N �TES �""' � � A3. 0 E�: 0' - 0" � � � ...., � � � � �� �.. � �-� �� : p C �^ p • � � , (� STORM DRAINAGE PLAN AL. � - � BEDft00M lEVEL (A) 1 REC LEVEL {B) 11GHTIhiG PLAN � � at� 4�IALITY ASS(1RANCE * � _ � f1 � Cl.�� � � �� �� � Ifl,� . , � � {� ] - $ MAIN LEV� L (Aj l B�DROOM iEVEI (B) LIGNTfN6 PIAN . , � � . ao tvt�r s�A�.E Q�w► t��s. E�evation �eference ��eVa�io�, symt�o� � � . � UTILlTY P1�N � Q � ,� {�UALITY ASSURANCE :�� --�: � � A � 9 - I � Mas�� � �EVE � ��� � r���� G�v� � �sl ��c�r� NC Q�� � 2. VERBFY ALL DIMENSiONS, CONDITIC�NS> ANG UTILITY LC}�ATIONS FRIC?R TC? BEGINNING ANY � � � � Y 1 � ��, Q C��TAILS � � Wt�RK C?R t�RDERtNC9 ANY MATERfALS. N4TiFY ARCHITECT OF ANY �C}hlFLiCTS C?R 4. � A A- 2. � � � ( ' � � M A S T E R t E V E I (B) L I G N T I N G P L A N F � Desc��P��, �vES � ti -r�E �ocuM��,-rs � r�M���,�-rE��r. I NTERNATIQNA � RESIDENTIAL CC� DE � 01 � C� . � DETAItS S I � QM �UNDATION PtAN � � � Detail Cut Reference Large Area Detai! Reference � ' � � � RECREATIt?N LEVEI. (A) FIOQR PLAN ° ' � 3. AREAS fJF �QNFLICTS C? R E?ISCREPANCIES MUST SE FU��Y R.ESCJLVEL? WITH WRITTEN . ^ i � e �^ a p Q �^ p � �,F �^ [� C�3 � APPRf�VAL FR4M TNE ARCNITECTS BEFQRE CC}NSTRUCTIC?N CC}NTlNl3E5 1 (V THESE PARTICULAR ZC} I� ( ltl � ' !_l�i� � Jt,Hf � t7t UItH � � I'lV � � V � BEDROC}M fA� I RECREATION {B� FLOOR PLAN w ���``s. PRIMARY/SECt� �1C►ARY F� E � IDENTfAL � � 273," ��� _ _ _ _ _ _ �.Q � or�s A� � ���A� �s � �j � Q � MAiN (Aj f BEpft40M (�) FI.00R P1AN � 4. FLAt�1 DIMENSlt�NS ARE Tf.� FACE t3F STl1[), CENTERLINE C?F STEEL, TIM�ER, 5TUt� CQLUMt�fS, QR Reuision Gloud Revisior� Symbol � � I : I O SITE/GRADING PLAN � � �L� MASTER (�j / MAIN �S� FLOOR PLAN � � � � � � FACE OF C�?NCRETE UNLESS tJTI-IERWiSE NC?TED. SECTION ANt� ELEVATIC)N EaIMENSiONS ARE (� CCU �7 � C'1C �1 CIc� SSIfICt� tl (� C�1 : ', � TC3 TC3P C)P Cf�NCRETE, TC?P QF PLYWC}t�C7, CJR TC}P (�F WALL PiA7ES C7R BEAMS UNLESS �� I : I O Pl.ANTI� G PLAN � � V � MAIN ROOF / MASTER (B) FLOOR PLAN � ��P � � � Q ��. C�THERW3SENC�TED. TY � E R DIV . 3 ( SPRINl� LERE [� } t � � � � � HIGH ftt�OF PLAN 5. PRC}V! C?E ALL NECESSARY BLt�CKING 1111 SYIIC} WALLS AN[� CEILIt�3GS. LOCATitJNS INCLtJt�E AR� HITECT�IRAI. 3 � � U PA�TIAI. PLANS � �t� � � � BUT ARE N4T L!MlTED TQ CEILCN� ANt� WALC. MC?Uh,17ED FIXTURE5, TUILETS, Tt�ILET , Grid Bubble Material Tag . ___ _. ACCESSt�RIES, CABINETRY, Ct�UNTERTQPS, SHELVES, CLOSET t24DS ANC3 FALSE BEAMS. �� S L � � A 101 � i� �� ���afiio� �EV� � �A� F �oo� ��� s���� �� �va-ria�s �� � �. R���� ra F�ooR ��..a;r�s F�� Qc�c�� �c�c�-r�b�vs. R�F�R -ro Qoe�R scH �r�u�.E �o� �oaR A � Q � ! /4" BEDROOM LEVEL (A) f REC LEVEL (B� F1.00R PLAN `� -r��ES. � � I Ir .��-�-����� w��� � �.E���ao� �o�rvA�oa ��R �u������ ������ �' � C�� � � T � �� � : A I fl3 � i� ° r���� ��vE � fA� � �� �ROOr� �.�vE � ��� F�oaa ��a� �� � �a � �� �3'p � ���eA� �o��R��� �ET�� �s wiTNOU� a������cr=s w�r s��P 7. REFER TC7 FE.(J(JR PIANS FC3R WINDOW LQCATi�N5. REFER Tc� WIND4W SCHEDULE EQR M � CHANICA�. w� r�e�ovv �Y��s. ,� � Q� I /4" MASTER LEVEL (A} 1 MAiN LEVEi. {B} FL40R PI�N --- - --- - - -- - � � � ( (� TYPICAL FOOTINC D �TAIkS � ARCHiTECT: MECHANICALIELECTRICA� ENGlNEER : A � � �j I /��� MASTER IEVEL (B) FLOOR PI�iN M U � � MECNANICAL COVER SHEET S � I OM TYPI�A�. MAT FDN DE1A(!S $. COQR(�(NATE ALL ELECTRICAL AND MECFIANICAL FIXTl1RES TQ FI7 WITHIN CE[LING F�QUR K.H. W E B B A R C H i T E C T S P.C, RAC7ER ENGINEERING , ( NC . At�C� Vt�A�L SPACES. V�RfFY WITH ARCNITECT Wt-fEN DIVERTlNG FRtJM DRAWINGS. 710 W. LIUI`�SHEAD C{RCLE, UNI�f � 40690 i-IIGHWAY 6 , SUITE EI � �� � MECHANIC AL ZONING P 1 AN S � I � TYPICAL FOUNDATION WAIL DETAIIS VAIL, Ct� $ 1657 P. O . BQX 8620 ^� n ,p 9. IRl Th{E �VENT THAT Ata[�ITEC]NA� [�ETAILS t7R GUIfJAN�E tS NE�[�E� BY THE CC�NTRACTQR PN. 97t}.477.2990 AVt`� N , CQ F� 162C1 A � LU I J� ROOF PLAN M � � ,� MECHANICAL SITE PLAN � � � � FUUNDATCQN INAI.L DETAILS FC7R Ct�NS7'RUCTIC3t�! QF ANY ASPECT tJF THE PRt�aEC:T. TNEY SNALL 1MMEDIATEL'{ Nt'?TIFY TNE CC�I`JTACTS: 97t}-$45 -7 �J10 ( EXT. 116 } ,QRCH {TE�T. FAll.11ftE TC? CaIVE ! 0 DAY NC3TlCE TQ ARCk� lTECT 5HALL NOT CC}NSTITUTE A DEIAY KYLE H. WEBB l<y1e@khwebb.eom 970-47f}-0116 ( CELL} � � � � RADON MITIGATION PLAN IEV THE PRC7JE�T. STACEY GC�EHRING stacey@1<hwebb.com 970-$45-7522 ( FAX ) �, � � � � /�" RECREATION IEVEL (A) RCP � �i � � FOUNDA110N WAL! D �TA�IS www . �a� �� � n�� � � � � � i �� , ca � � � � Q MECliANICAt SCHEDULES � � � � ca ��ACTS : � � � � 114" BEDR40M �EVEL (A) 1 REC l.EVEI (B) RCP TYPICAL STEEI TO CONCRETE CONNECTI4NS I �. TH � t"..�ENERfLL CC}NTRACTfJR Si-lALL BE RESPON5IBLE FOR SATESFY(!`+IG ALL AFP�ICABLE CE�C}ES GENERA� CQNTRACTL} R: DREW ftADER M � Q � MECHANICAI. SCNEDULES fi � KHWEBB ARCNITECTSr PC ANC} QBTAINlhIG ALL PERMITS ANL? REQUIRED APPROVALS. THIS PRC3JECT IS GG}YEf�NED E3Y THE R.A. NE�SC?N BRYAN Ff(JULE A � � ,� II�'} MAIN LEYEL (A) f BE �ROOM 1.EVEL {B) RCP � � � [ TYPICAI. Sl'EEI. Ttl CONCRETE CONNECTiONS � COPYRIGNT �O � Z (�ITERNATIt�NAL BUI �.C?iNG CtJL�E At�lD THE INTERNAT1t7NAL RE51C}ENTIAL Cf�DE. COMPLIANCE 51 EAGLE RCIA� #2 M � � � MECHANICAL SCHEDULES � � � � ��'� ��. TO CONCRETE CONNECT[ONS ES MANDATC)RY. TFiE CQNSTRUCTIC�N QUCUMENTS SHA�� NOT PERf�'lIT WdR{C THAT C?t?ES P.(J. CIRAWER 540{3 � � � � I �� '� MASTER i.EVEL (�} t MkIN LEVEI (B) RCP NC�T �t�NFORM TQ ALL RELEVANT CCJt�ES iN�LUDING IN U8C Ai'�JD AI�� LQCAL At�1D REGIf7NAL AVON, CO 81620 M � � � RECREATfONAL LEVEL MECHANICAL P�AN � � � � Cd[�ES. PH . 970.949.5152 �.arv � sc,�.PE ARCHITECT: A � � � 414 MASTER LEVEL ��) RCP TYP(CAL S�AB ON GRAD� DE"fAILS CONTACT: CERES LANDSCAPE ARCHITECTURE " M � � � BEDROOM LEVEL MECNANICAL PLAN DANNYALDAZ PU BC}X 2 � 34 � ,� � � S�l� {� � �i��� p���t��.$ I I . THE GENERAL CC}NTRACTCJR AND SUBCC?f4fTRACTC7RS SNALL FIELD Ci'JC3RL31NRTE AND JASON MQRLEY EAG�.� , CO $ 1631 ^� � ,� Q � MAIN IEVEI MECNANICAL PLAN OBTAIN APPRQVALS FRtJM THE ARCHITECTIEt*lGINEER BEFORE ANY CU'1'1°lhlG, NCUTCHING, C}R PH : 97Q-949-32 $6 � L � � � O��t �� �«��� E �-��A�f��s � � �� fiYPICAI RETAINING V�A�,I � E�'AIIS [JRILL(NG OF AC+lY CAST-(N-PLACE CONCRETE> STRUCTIJRAL FRAMING, t�R ANY C31'HER CCiNTACT: & � �� „ M � Q� MASTER L�VEL MECHANICAL PLAN ' � �� �u��.� ��� � ��V���c��s � S � 0� STRUCTUttAL �L.ENiENTS WNiCH MAY AFFECT THE STRUCI"URAL INTEGRITY C}F THE S7RUCTURAL ENGINEER : SCOTT SONES 1� TYPICAI. STEEL BEAM C(�NNEC� IONS Cc�NSTRU�TICJN. MARTINlMARTIN CUNSULTING ENGiNEERS � � � MASIER LEVEL (B} MECNANICAL PIAN � � � � � 22 � �Ai �v sT�E��r TYPICAL STEEL BEAM CONNECIIUNS � M � O (� MECNANICAL SCHEMATRCS STEEk BEAM CONNECTIONS 12, THE GENERAI �(.�NTRACTQEt St=t,�l..L}�' �,.ALL EXISTING t�RAE�ES AND SCALE C�UT THE UNIT C 1Q1 :, � EDWARDS, CtJ 81632 �IGHTlNG � ESiGN : A � �� If4 BUI�.DING SECTIONS � �jQ� BUILL?ING �QdTPRI1VT FC}R QWNER ANC} ARCHITECT APPRC?VAL PRIC?R TC? BEGtNNING ANY SITE PH : 97Q-926-60(}7 HEFFERAN PARTNEFt5H1P l.{GHTiNG aESIGN � � � � MECHANICAI. SCHEMATlCS � - � � �v4��. co �vTac�r: � o� c�M �� r� p�ACE � � � � lf4 " BUILDiNG SE�TIONS � � � � STEEL DETAILS `� � �ouL�� R, co �0302 „ � � � � MECNANICAL SCNEMATICS � � sEarv Mo�.�aY, �, � . tco ) I /4 BUILDING SECTIONS �, � Q� ST� �L DETAILS �a c.� � ! 3. T�-iE CaWP^,lER h€AS BEEN AC3V6SEC+ THAT DUE TCJ NARSH WINTER �ONDITIt� h1S, Rt3{�F & DECK Pf-l : 3 � 3 . 447 . 3566 � � � � � � � � SURFA�ES MU5T BE MAINTAINEQ REASC3NABE.E FREE QE ICE & SNf?W TC} ENSl1RE h�iINIMAL CC3NTACT: (� „ f1ECNANlCAL SCHEMA1'ICS (y ` PROBLEMS WiTH THESE SURFACES. KRYSTAL MACKEY � � V � II� BUI �.C}ING SECTIC�NS � �jU � C� �► � $��1� � ��Tl��� ,� � '� C1VI1� ENGINEER : M � Q � MECNANICAL SPECIFICATIONS JVA, INCC}RPORATED � � � Q BRACED FRAME DETAII.S � � .�, �� 14. SIJBSTITUTIC3NS fJ� "EQUA�" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITEC7"S WRlTTEN 225 MAIN STFtEET � 4U � II�#` WAL�. TYPES � 4 � ( GEOEXCHANGE SPECfFICATIONS '� "�: APPRCbYAL. 25 QLD Tt�WN SQUARE, su ��rE 20o S � � D TYPlCAt METAE, DECK DETAILS �; � .,�' FORT C(JLLiNS, co �4� 24 � � O � SEQIIENCE OF OPERATION 15. IT 1S T!-IE INTENT AP1D MEAt�i1NG C?F THESE DC�CUMENTS TF-IAT 7NE GE�lERAL CC7NTRACTC7R PN : 303-565-4963 S 53 I METAL DECK D�1AllS > "� �..�' AND EACH Sl3BCC7NTRACT�R PRCaVIC?E ALL LABC7R, MATERIALS TRANSPQRTATIQN> SUPPLIES, �� �TA��: � � � I � ���r WAII SECTIONS M 4Q3 SEQt1ENCE OF OPERATION � � � � � EQU(PMENT, ETC. Tt� C}BTAIN A COMPLETE JOB WiTHIN THE RECC?GNIZED STAhlC}ARDS flF THE RC)MEO BAYLOSIS, P . E . �����- ���� ���A��-$ � iNr�us�-��. A 4Q2 3t4" wAl.E. sECT1oC�s S 54 � TYPICAL h1ETAl. sTUn DETAII,s ! °�' �� � 16. ALL CC3NSTRU�TIf3N IS TO FIT WITHiN THE Bl11LDlNG ENVELt�PE ANC7/OR OUTSIC3E GEUTECt-{ NICAL ENGfNEER : � � � �j 3I�" WALL SECTIONS TYPICAL h1ETAL STllD DETA{LS � � HEPW� RTH -PAWLAK GEOTECHNICAL, 1NC „ � �� LI III �A� � � � I , �t SETBACKS WITNOUT CREATING EASEMENTS. NQTIFY ARCHITECT lMMEC+IATELY OF ANY 5020 COt1NTY RUAC) 154 A L� ��. 3I� WAtI SECTIONS c��s����A��� �s. � �Ervwc►oD sp�Erv�s, co s1so1 _ _ _ _ _ __ _ __ � ,� ,� � E�TERIOft WALL �ETAIIS PH : 970-945 -7988 � �(� �j 3/4"' WALI, SECTiONS � � Q{} ELECTRICAL LUAD CALCULATIONS & QNE-LINE 17. THE GENERAL CC�NT'RACT(�R SHALL FCEL(7 VER{FY THE �UCATiUNS C?F A�L EXlSTI �1G rQNTACT: � � ,� � EXTERIOR WAI.L DETAILS UTCLITi�S. ALL UTII.3TIES SHALL BE LUCATEL� Tt3 MINIMIZE EXCAVATiC}N AND VEGETATION ;�; �� � ��4�' WALL SECTlONS {� � � �ry ' J L �������� W��,C ������.5 IMPACTS TQ T'HE S1TE. -p �� SURVEYUR : � 4 � 1 � i� WALL SECI'�(}NS 18. THE GENERA� Ct�NTRACTOR SNALI. MlNIMIZE THE LIMITS GF E�CAVATIJN AND TAKE EAGLE Vf1LLEY SURVEYING � �� $ �j��+ WQt� ����j��� ADEQl1ATE MEASURES TC? PRtJTECT ALL VEGETATIt�N BEYC�PJC) THE LIMITS QF EXCAYATION. ALL P. O . BOX 123Q AREAS OF C}ESTIlRBAt�lCE SF1R�L BE RE-VEGETATEC7 TO BLENC? WITH THE N(JN-DISTURBED EC3WARGS, CC? 81632 LANDSCAPE EXCAVAT(4N. ALL AREAS tJF C3ISTURBANCE SF{ALl BE RE-VEGETATEC) TQ SLEND 970 • 949 . 14Q6 ' � PRUJECT: XXXX W1T#-I Tt°! E NC3N-dISTURBED tANL?SCAPE. PH : 3Q3-565-4963 �; �� Q EXTERIOR STAIR: ENTRY A-UNIT ; CONTACT: C? RAWN BY : SC�a MIKE POST A � � O STA{R: MASTER A-UNIi DATE : 03 . 2 � . 13 19. THE SC}iLS REPt�Rl` IS AVA4LABLE FROM OWhdER'5 St7lLS ENGINEER, A 41 I s�a��: r�A�� �-u� �r 2Q. �ENERAL CC3NTRAGTCJR SHAL� VERIFY ALL SIT� QEVELC}FMEPJT WITH LA(yC75CAPE CC7NS7RUCTlC?CV C7C7CU("IENTS. THE SlTE PLAN IS Ft?R GRADING A�lD LANQSCAPE PIAI'J IS FUR � � , � STA{R: MAIN B-UNIT REVISIC} NS ; ' __.._ _._ __ _ _ . _ . . .__ , LAYt�l1T; ANY [�1SCREPANCIES VERIFY WiTH ARCHITECT. FIfUAL C} RB C14 . 22 . 13 � A ,� Q � f � 1 /2" E}(TERI{�R [�ETAILS-CORNERS ; F � NA� flR�-reu's os . z3 . �. 3 ' < ��� , � irva� �R �-r���� � a� . o� . �. � ; A 502 i - � iz �� �x�r� �io� ���Ai�s-pA����s � _ _ _ . _. , ; FINAL DRB-rev's 07 . 15 . 13 ' ; �___ ._ __ :_. � �� ' . � ,� �} �j I - 1 /2�� EX�'E �IOR �E�'AIGS-PARAPE�`$ FINAL [?RS-eev ' s � 07 3�. . 13 = _ . _._ _. _ ; , '� Prieing Set pg pg 13 ; A � (} � �, I - 1 � 2 EXTERI4R DETA6lS-SKYLIGNTS - __ _ : _ _ _ _. , ` Permit Set 12 . �9 . 13 � _ 1 - 112 " EXTERlO� DETAfLS-�OUNd?ATIOId WALI.S " e � ` � ' � Pricin s �--_ _ . - - � ����� ��� � � � �� � � � �� o� 1� . �.�. ; ,.x� � _ _ " � � �� � ����� � � �° � �� ��� � � �, Changes to Ap _ 03 24 I4 " ' A 5 (� � � - � iz EX�� ��o� � ��AE�.�-����s ��� � � : - _ _ . � _� _ . _ __ � � _ � �" � � � � �, � �� �� � �. , � P�rmit Revisions ` 05 27 . 14 A � 06 � - ► �zf� EXTEftIOR DEI�Af �.S-DECKS � - __ . __ ___ _ _ _.___. _ ___ _. � ���„ �� `� � "� � ; Progress Sefi ' Q7 . 08 . 14 ', A e � � �, .�,�_ �., a.�� � �� ��..���� _ . _ . . . _ __ __ ___ � . . f_ ._ H ,7 � 11 - If� " EXTERI�R DETAI [.S-DECKS ; _ ; � ` CD lssue l _ ____ .__ ' 07 � 5 14 i ' � �..�.n�� . � �� ..� .� . � �mm,�.�,. ��.�� ��. � � - __ _ _ � . � _ , A � � � �+ •� g . , Ext. Mat` 1 Layout 1 07 28 . 14 ` � � I - I /2 �XTER1t�R DETAILS-SKYLIGHT CIJRBS � �� � . ___ . _ ._ _ _ _ � ___ _ _. _,__ _ �.__. _ : A 5 {l9 � - � �z�� EX�ER�o� ������s-��i �s � �ao�� N�s ' � �ov� � � � � � �o � �� ���� 1���� � � � � �� � �����W ����� � � � o � �� � ��w z���� _ _ _ � _ _ _ _ _ . _ _ _ � � � ��� _ _ _ _ � � � . � _ NOTES. 1 ) DATE QF SURVEY: 8f03f07 STAIRS TOP4 ADL?ITIC?NS: 11 f15J13 (CE�OUDED AREAS) 2} SURVEYOR HAS MAE�E NC3 INVESTIGATiQN OR INDEPENDENI' SEARCH FOR AMENDED PLATS, EA�EMENTS OF RECORD (OTHER THAN PL.ATTEC?}, ENCUMBRANCES, RESTRICTIVE CQVENANTS, OWNEFFSHfP TITLE EVIDENCE, OR ANY dTHER � FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCN MAY DISCL.QSE. BUI�.DIM1lG OUTL.iNE 3} NOTICE. ACCORDING 7Q COL.ORADO L�W Y4U MUST CC3MMENCE ANY LEGAL � ����"`�/r "^����--1V�-��/"�"``��,-�- ACTIt3N BASED UPON AhIY DEFECT !N THIS SURVEY WITHfN TFIREE YEARS AFTER Y4U F1RST DISGOVER SUCH DEFECT. fN NQ EVENT, MAY ANY �``� �, ACT1flN BASED UPON ANY DEFECT IN 7NIS SllRVEY BE COMMENCED MORE v'" � THAN TEh1 YEARS FROM THE DATE OF THE CERTIFIGATiON SHOWN SEiNER MANHt�LE �,.----.,� HEREON . MEAS. RIM= 814Q. 4 �� �� T-g� Z�, g 2,p � � � � g179,� 4} BASIS OF ELEVATION: SEWEft MANNQLE AT NE COR LOT 5 INVERT-8127.8 (SEE DRAWING}. BASIS OF ELEVATION � PREV. FOUND PW $179,6 � 5} BASIS OF PROPERTY I.INE L(JCATION: PREV. FNL7. MaNUMENTS QN WESTERLY LINE LOT 5. �c ALUM . CAP � CENTERL.INE � 6 } 2' CON70UR INTERVAL. L5�16827 STREAM ; �~� 0. 7 C1. 7 � 7) BUII.DING SETBACK INFORMATIdN IS NOT PLATTED. PF210R TO ANY DESIGN Q. 5 Ct?NC. WALL /� F ATttRE �� QR CQNSTRUCTION IMPROVEMENTS t7N THIS PROPERTY� THE TOWN OF VAIL �� /� F�OWI..INE ( � , 7 � � SHOUI.D 8E CONTACTEd FOR CQRREGT BUfC�DING SETBACK INFCIRMA71aN . � 7" � ��"� . STREAM '� 1 � � a � ELEC. � . � i 8 POSTED ARDRES�: 463 BEAVER DAM RQAD . 0. � �. 5 �. 7 4. 5 OUTLET p. � 817 �3 """'�'� � - - - j � f-`� � r ��• ?&' � ( � E��� � � �� , � TOP/BACK CURB �) `�HIS SURVEY AND THE lNFORMA710N CONTAINED HEREQN IS THE PR4PER7Y dF .` , �\ '=� ` ,� ,1/ � 0.6 �pN �. � EAGLE VA�.LEY SURVEI'iNG, INC. AND IS iNTENDED FOR THE SOLE USE OF THE 0. 5 �. 7 --` , /� ii DRIVEWAY �� , 3 ;� ORIGINAL CLIENT ONLY, ANY USE OF OR TRANSFER TQ UTHERS 1S PROHIBlTED, � 0. 5 � f � --.-�._.,.� ' - / Q. 6 �-.C� i '�- �� t` .3 � 1Q} BEARING� AND DIS7ANCES AI.QNG P�OPERT`C �INES SHOWN HEREON ARE �, �, � $145.3 �. 7 �� 1 . d p, � t � Q i AS SHOWN QN THE SUBDIVISION PLAT ONLY. A �QUNdARY SURVEY WQU�� � x i� `'="� ( � � � INV. OUT . 0' CMP BE NECESSARY TO DETERMINE THE TRUE [?{MENSIONS OF THE �QT AND 0. 5 Q. 5 0. 5 p. 5 �p i�Jj/ �g.� „ � 0. 6 S� ti � 1 9�6 r EL=8172.0� SET6AGKS � WHICH MAY VARY FROM THE PI.A�fI'ED DIMENSfONS. ' 47 � �� f � xs4 \ � t a' a. s 2¢. : E ,, .._-.. P A F� � E L A � - a. s \f -- � � ,_.�,,,,,�01 , � 0. 5 � � '� u T��►�-Y -� _. ----_.�. r � �. -- `� � � ELECTRIC BOX / POSSIBLE SEWER ` NANDHOLE --��°"`� � 8179.2 0. 1871 ACRES �C' � � �' 2'- 5' RpCK{TYP. ) �� 2' a j X. K DENC�TES C4NIFERQUS TREE WITH APPROXIMAI`E TRUNK DiAMETER 18 . 1 � , ' t I 10 . 0'"°""""3 SERVICE L1NE FLAGSTQNE c>�` (��-C7 C��✓ 8159. 0 , f/f �� ._-F----- ELEC7RIC TRANS. 1N TNIS AREA. WA�K ° �/�-� , � j .:,�';;;`�: � t !!' , CONC. � ' �,� . )° � 0.3 Q. 6 �� l 0.6 ; �: ^ GAT� UTIL1TY WALK G, �- v� °�' _ �� � j / ' 1RRIGATION ..... • _._. . �Z h�O ��� ' ' �''"° �� ` �\ 1 , 5 ,�V��~� �� �, p. ' - - E�ECTRIC METER � EASEMENT HANDHOLE (TYP. ) �''� �Q �a .� � ` �"'° -..o �I INGRESS & EGRESS � �� j X. X i�ENOTES t�ECIDUOUS TREE WITH APPRQXIMATE TRUNK DIAMETER / � e. � � 'r ,.,, . - . .•,. 8155.9 c�8 t �-- 8159. 3 -�._,��� EASEMENT �� ��1 . 2 � 8145.6 '° f'' ' ' - ° . 8159.1 � ��. ¢p � " {BQOK 462> PAGE 631 ) � t r �` x � r' �` . �.� 8159. 1 8159. 1 8159. 5 � �� � � � . r.- GlR�U �AR � 2s.�' 0. 5 ' __--- , ,.;`:;;:: � , 1 `-� STQRM GRATE EL- 8175. 7` � � � / �,� STAIR , "�`--�-..�. BOULC7ER =���';>:= '' f:. �� INV. EL= 8174. 1 � ° � �! �f i `�;�.: . �.;.�. : \ �. 4� ! ,,f� / SECOND i tts�" � - `� P�ANTER p � WALL �.:.�- P�`y �,� ; 8179�3 / SPRfNKLER VAL.VE ' � � 8I79,0 'r ��.1�}�f� fr "' ° .... _. .,. d.4' Y� :? .::; , \ �� l q>' � ii 8155. 3 � � ,.:_�..;.�: ; . � � 1 � J DECK ri THIRD�' �'" ` - - GARAGE SLAB � z�r`;r;;"r",, � ��„ 1 � l 8148. 9 p `' 8159 .3 � v:;. .-.�.;;,..`. <�;z_; ��` ' a<cr/� ' 1 8146.4 rj FLOQR t 0. 5 ;... ,.; . . . 1 Oc� / � t � �. ( �: " ' :;'� ;f. ' 0. 5 t , 8145. 8 � "-'"""�, pECK �°,� rn EDGE i - t7. 4 � ELEC. � . , .,.:�, n. � ,. ,3. � �'�8179. 0 �h'�� (}. 8 � 48 ` r � / '� ' 2s. s �r' CaNC. �w.:��. p:- :v. . r ��� 155. tr -__,_'°""`,� OU TLET f ;',:i;yy r � � � BUIL.DING DRIVEWAY i � �/ 0. 6 � > ` ` � j 6 � OVERHANG �' " :'-' �� � f ENTF2Y °' cy � 0.5 � . '; ��'.,_ :.�.:` � 1 ! � {}. .� � � 8146. 4 � 0 0. 4 �8177. 2 i � / �' i / 2. 0 ' i r3 � f f�,.- ,� ,._. & � � � ( � � `'a t� in c�i+ ° � ��� 1 SEWER MANHOLE f � 1 •� -^- • '5... . „a., � j rn t� � 0. 3 � -�z 0. 6 ` I / °�~� -.. , ,� ` � � i.;�:.:;?: t t �-- w u � � � r GRATE 87 59 .6 � 0. 5 `` -�-'° � ' ► FLt3WLINE j l . i j 8159. 2 � ` �`- ,�--.�--'."_____._----- ;;=�:r:s"�`n� : � �� t SIREAM /` � � ( r � r .4' � � � -~-`��` - ,�.;v.rc.,, �� � C..�.^�_,� 'c..��r' ` . � � 25.v' PLANTER � � ' ADDRESS �X 81T8. 3 �8179. 2 \ � 1 . � � I � ' i � � ENTRY � i �'�--, � ROCK �`�� ± .,� Oa � • t � � 2 .,TQRY WfWALKOUT 8156. 4 GOVERED � 1 .0 � i 0.6 �` ..� JACUZZI � r �� ;� ROCKJSTUCCQ DUPLEX `' 59. 4 � � 0. 5 �, � -' \ PATIO j � ENTRY h d �� � '�_r-, r'C, ,' t�,-06 '22'56" t J I � -P � ' � t � BUILDING °� - "� rn,,,,� �4 � ( 1 . 5 �`o. i R=379. 4T' t � � r 1 . a � � . ,,,� � OVERHANG � N35'OQ . 22.s ��a ` 'f WAL S70NE � � °o.� i f T- 21 . 1fi r �+ ' � � r �00�"4Y `�""".=-� � Cn 8177. 4 x , �, � � � : ! •s' . 22. 8Q ' a ' l 0. 5 BRG- N57'Q1 32 E � 0 1 {) ZC} 3C1 �' 8160. 0 � � �r C LEN= 42. 25' � t7. - ..�. i ,a /�� GRATE 0. 5 r LIGHT � fi � �179. 5 i �.s• `v 8159 4 8159. 3 �� (TYPICAL) � � r 0.8 WATER POND � � 0. 6 P � 0. 3 � . �t 0. 4 cr. �' i � � i �`EATURE � c3? t � � 4. 3 � f . '/ I ' �; �, T � 0. 4 � r i EDGE ASPHA�T RQAD ' r '' p �. 0. 3 C1 `�.,' /'� ,\ 0. 5 STATUE 8175. 9X � � � � 1 .5 u'} ����� cy � � � � � L �.+ � 0. 5 �� � �D� �J � � � �, � ���� 'n � 0. 6 � = 0. 2388 ACRES ,t I �. 4 ,.✓ � 8176. 3 � �' cy� � fi .,a x $156. Z 3' M v' c' . " -,.. M � 8. 8' � DECK EI.EV. "' L2 L8 t � �'/ 8177. 7 ,. °"° °' __ _� ,..� 81 �9. 8 � � �� = . . . . ` '� � �.3 tt' 8181 .7 �C / � \ �,,�� �,..� � • p�or �� ,�'=�`..: t;6:n;: h � -� a. t ' .'''� 81 $0. ���,,,� l�` C� � ;�::}r ;, >;; a:-�?' ,": � ...� � �\ 2s,o' rs� � PLANTER �� 0. 5 � Q. 5 �173. 7�° '�' ., �: :<: ,: ' � STONE.,�\� //�C`��,\ e��r. � . °r-��-;.�`"• - c . .:: • ' \` (� ' �/ "' ` 8176. / WA7ER VALVE ^ ;�x. , , SECOND ��`j `o.., � r 2 ) 1" , �.yCN,`F! ..2'' ^ ,�?-...,s T''~va^~ ..t . ` � J �'"{1 �� � �.� . j � � � ' �' ��Q�.. � � F1.00R (�� � .: ' � ..�8146 0 QECK i FLOOR � � � ����,, ,�� , » 8159. 6 .'� ,"`„�a $163. 3`� 0. 5 �" �r1f �� � i � .Z ° Ov�Q � EDGE , ��� � . ,� � �._ _ DECK _ �, � �VERHANG �,� w . ¢.o� ;� �� w 7 �!3' . t /'� �� �� . �J ` /' f,r'� � `�.� ..J r / /': . i ��'' �RIDGE CQNC. t- - - �' 1.. . 8146. 4 ` " ,�`V '` °� �, �� > �°� ..,r'' $174. 2x� a�.t � [� o Q. 5 BELOW � EN1RY g.s= s.s,;. � a.o� 1 t3. 8 11 `� .�,'' , � . . qj i '"� � � _ � �; � Q. 5 `� "" - ... _ _ �i 8� 56. 4 � 816�. 1 .,4 ,,• 8170. 7 � f , � �' �! 8146� 7 EDGE � � GRATE � •. ,, r� �� I rn ,e 4. 5 . tr� BUI�DiNG 8159. 3 � ``�,. ° '' i �^ � � � �,.A �°1-°�-� D � 0. 5 >- CONC. -°--� ` 1o. i = C�VERHANG k8163. 6 8166. 7�- "" --"'�8169. 3 ff�,° 0.5 STATUE �8180. 4 s ' rn� GARAGE SLAB L1= 1 �J"i��J' �J7" � SURVEYOR S GERTIFlCA7E R= 379 47 �, �.5'"-� BUi�.�iNG 8t59. 3 � � 8171 . 8 '� � ' + `� I , Michael J, Post, a C'rofessional Land Surveyc�r r�gistered t� nder the laws of �'.� �� 7 '�. FLAGSTONE "� � OVERHANG � �� da hereb certif that this to a ra hic surve was 48 � t � � L= 1Cl�. 00 CJ the State of Colorada, Y Y P 9 P Y wALK � � � � .� cc> r. � T= 50. 29 � . 5``., � �a �, � cn ,. i made by me and under my SU �3Gt'VlSkC3lli and tha�,: �� � ���vey is accurate nnd �� � ' 0. 5 $ rs��`�'.1 /, • ' °- � ,.,.,, .� � PRY �KLEF2 1 $165. 3 � Cf}NC;. � �,,,,,�'f �` 8180.8 i B��'= � ,�`�'4�'{��" � � cc�rrect ta the besk of my ktlowledge, ,����,�*��� �� � �s�`#�``�*���� � �� QRIVEWAY ,- 817C}. 2 0. $ t � ��� = �39 . �'� ;�„ ��� ���������� �� � r ��� 0.7 . � � x'----.., � � ALVE (TYP} � f,, ..-' � Q' ,�"� �� �.� � �,°� � ,� � � l `"",,.�,,, ---.., � \ 52 ` 0.3 � 8156. 3 p• s. >• �� 0. 6 � 8168. 1 r�, '' ' ��' � ° � .`� .- -' R I (.L.1 �..._�_ �,�__._._. 8.3' 'h4 � ICr'IQ� � s� �i « '* � �m \ � 0. 6 µ, E �A� � $165. ? r 0. 8 f 70P/BACK CURB � � ��# � �, ,� � � �''� {�.rO�OrC7'�. 4 tE� � ��� . ,. � '� �.^ t X � � t}. fi .._.. . � � a� j $1 $7. 0 �'' Q. $ 0. 4 i ��� �����, ., :. - °° ; �#������,� ' � y4. /� BUILDING nr p I �'` 0. 4 � �r� w,�``� ��'" � �•a� �" '� ����, 0.6 �,: a D. $ C?. 7 8181 . 3 1 D C1te: +��� Q, `7 �-/� QVERNANG `� uy}J � r 1 *� ��' �, � p. 6 ' FL.OWLINE � 1 . 5 _______� �______ {,y� � $166. 8 � 0.4 4.7 � 8181 . 1 � c�� r�`�' .----�. STREAM ,�,.°' ~ _�----~-' `.,.., . . -----._. 1 t rs. • 0. 6 � � v 0, 8 1 Q �^�`L `�. � . �� .r- � SECOND t � THlRD � 8159 . 9 ' > � � 0. 4 � ' , � \ / �1 ` r�`� �`LOWI.INE ,� � � FLQOR � t FLOOR � .5 F � ~ � � t c� TREAM------•�,, "� � DECK � � y�._ DECK 1 i `� _ Qa4 � 0. 4 y 1 �� � � ~ ' i , t��" �'` . . �J �� ,,r ti � $166. 1 I t 4.6 �'� ~ \ �`.' � -- _ __ �,,.'� 2. 5 � . • ��� � e � ~� �E8166. 5 :F ;,�.�:r f?. 5 d. 4 0, ? t _ _ 0. 5 � . s PAR � E E� ~ �'t�` - � -�'� .�' ° o. � R�CK ;.,6'�; 0. 4 � i ----,,. ` ;': � �� . 5 0.0799 ACRES `�~ �' . ,� � � � � 0. 4 : ., �""' �" 0. 5 0. 4 � � ' � ° �`" � " �8182. 0 �°� ` ` � � �`'°- �g � '�-� ._,., ' .��:,�. : PHONE � F�OWLINE � ;' � �4AQ� . STREAM � , ry'" � 0. 5 c�"�� 0. 4 � PEQ(TYP) 8 2. 0 N44"52'49 "W 31 .00' '�"'°"°'""'°--�- 8 ) �� ° � N4 � '49 "W 7 62.7 '`�..s' ' 78 75 _ 0. 5 � � � � N PED{TYP ) � ����� � � ` � 4� � � ��' �• � � � � �...� . � � � � �� P � 1 �..� � , � �° �� � n:� ��„ � �� � � �_ �� ��� �� � � �� � � � � .��_�. � �--��.r.�..� �a��.�. r�y�.�. � FOUNd PItJ .." 0. 5 1 . 5 {}. 5 ROCK ���� $ �t,,.� --�-°� �.... �'� r� & ALUM. CAP �. 5 ' � WALL L.ANE�SCAPiNG ENCRt?ACHMENT 1.S�16827 �� �q ,,- mm°Fl����'�„�`� EASEMENT BY EAGL.E VA�LEY E. R. W. S. [?. SANITARY 5E1NER ASBUILTS ° RESUSDIViSION LINE TABL.E ��� ��-m.�w��, r� ��, �,.. ,�...� SURVEYING DATEI3 12,/O�f89 SHOW A 5EWER GLEANOUT IN THIS AREA �fN� BEARING DISTANC� ����� � . � ����„�' NQT KN4WN IF' RECORQEQ WfTH A SEWER LINE CON�JECTING 70 THE �7 S55'00'00"W 2. 10' ,`"°�" �'._° -°_ �ry -�.x,_�-.��-._� MANHO�E TO THE NO}�TNEAST, NO SURFACE PQ�� EVIDENCE OF `fH15 C�EANOUT WAS FOUND, � L2 N�5'24'S8"Nl 2.77' STONE DECK L3 N35'0{�'00"W 12.88' BUT IT COULD BE BURIED. L4 S55'00'00"W 3,20' L5 N35'00'00"W 9. 10' ROCK WALL � L6 S55'00'00"W 8.81 � L7 N35'Od'00"W 8,52' PATIO OU11lNE �,C� T � , � �c� � � 2 �� ���:o�:oa� ?:�;� TC� PC� � RAPHI � S �IRVEY V,� I �. �IIL� A � E , � IXTH FILIN (� L� o r�s��oo'oo°w 2,os� PARCE �. .� A , B , C BUILDfNG QUT�INE J-� ( 1E � U [..� � � V � � � � � � � L.�. IJ � � p � � � t✓ (�, � V� IL VIL � A � E , TNI � C� FIL1 �1 � 41999 HiGHWAY 6 8c 24, EAGLE-WAIL �.Q. �aX � ��� TOWI� t� F VAIL , E � � LE � C� IJNTY, � C� �. C� RADC� EDWARDS, �0. �1632 AODITlONS: 11 j22f13 MLT (970}949- 1406 928T- AE7DTN . dwg 8f06J07 KPJ JQB Nt� . � �� _�__ ___ ._.____ _�.__._______ _ ____ _____- �_ _____ ____ �_ __--T _---- _m__-_ ___ __---- ___�. . _ � ABB � EVIATiC? NS � L � ST � UCTURAL DRAWING LI � T -� PRICING STEEL PERMIT CD •} / P�r (E) or Existing LB(S} Pound(s) RQ Rough �pening ���-���� ����� SHEET PRIGING PERMIT SET PACKAGE SET PACKAGE .� At �x� �T LCE Com ression Embedment RQF Random Oriented Fiber - PRICING SET; DRAWINGS ARE RELEASED FOR PRICING {�NLY. @ p NUMBER SHEET TI7LE SET SET REVISIC}�1 #1 REVISION #1 � � AB Anchar Bolt E-W East-West LCS Compressian Lap Splice - PERMIT �ET: DRAWlNGS ARE RELEASE� F{�!� PERMITTI �3G �NLY . DRAUUING� ARE N(�T REI.EASED Ft�R 5001 N{7TES x x x x x x � � CUNSTRUCTIQN , DETAfLING, BIDDIN � C�R �C�T�.RIAL PROCU �Ni �N�. �., � AG6 American Concrete Institute �A Each LDH Hook Devefapment Length S Sauth - PRiCING SET UPDA7E : DRAWING� ARE RELEASED �OR PRICIN � tJNLY. DRAWINGS ARE N�T RELEASEd FQR SO42 NC?TES x x x x x x � � ADDNL AdditionaC �� �pQxy ������ LL Live Load SC Slip Critical Ct�NSTRUCTION , DETAILING, BIDDING QR MATEF�IAL PF�C?CURM�NT. S0p3 Nt�TES x x x x x x �' � � AESS Architectural �xposed EE Each End LLN Long Leg Fiorizontal SCHED �ehedule - STEEL �ACKAGE #1 : DRAWI �3GS ARE RE�EASED F'OR STEEL D �TAI �ING. 5004 QUALITY ASSURANCE x x x x x x '`�" °' Structural �tee! EF Each Face - CD PACKi�GE #� : �Rl�WINGS ARE RELEASED F �R DETAILING . ' � �° � LLV Lang Leg Vertical SECT Sectian 5005 QUALITY A�SURANCE x x x x x x N AFF Ab�ve Finished Fl�or EL Elevati�n L4C{S} Location(s� or �ocate �IM �imilar �" �- . � a AL.T Alternafie ELEV Elevator LQNG Longitudinal SLN Short �.eg Norizantaf S100M FOUNDATiON PLAN wi MAT x x � �' �; APPRQX A�aproxim�te EMBED Emb�dded LTE Tensian Embedment SLRS Seismic Load Resisting � � MAT Ft�UC�D,ATIC}N A�.TERN;4fiE „� � �, ARCH Archite�t c�r Archit�ctural ENGR Engineer LTS Tension Lap Spfice Length System TH � MAT FOUNDATIflN A�7ERNATE, AS R�QUE�TE� B1' TNE �?W�S �R, I � �NflWN QN 5HE�TS S100M , 5101 � AND 5101 M RECREATION LEVEL FL(JC7R PLAN w/ MAT x x � a Et7R Engineer-of-Record LTWT Lightweight S�V Short Leg Vertical S31f�M . TNE ALTERNATE �QllNDA`�IC�N SYSTEC� i�AY �E S �L�CT�D �Y THE OWNER IF A ��UNDATfON SYSTEM 5902 BEDRO{�M (A)/REC (B) FLOOR PLAN x x x x x x � � � Bl or Bt� Battom af EC� Equal SOG Slab on Grade THAT PF;OV( DE� BtJQYANCY RESISTAN�E TQ H ( �HT � RUl1NDWATER IS DESIRED . g� p3 MAIN (A}/BEDR4C?M (B) FL�OR PLAN x x x x x x � BF �raced Fr�me EQ SP Equally Spaced MACH Machine SP Space(s) � � IF SELECTED E�Y TNE C?V�/NER , 51 �0 AN � � 1U1 A,R� REFLAG�D IN ENTfRE`f`'( �Y SHEETS S1 (lOM AI� D S101M AND 5� 04 MASTER (A}/MAIN (B) FLOC3R PLAN x x x x x x BG Backgouge EQUIF Equipment MACH RM Nlachine Raam Sp � Space at 5310 IS SUPPLE�IENTED BY ADDiTit7NAL F�EQUIREMENTS SI� C�WN 4N S310M . S1fl5 MAIN ROOF/MASTER (B) FLOOR PLAN x x x x x x � � BL Brick Led e ES �ach Side SPEC� S ecifications � MAS Mast�nry � 5120 HIGH ROOF PI.AN x x x x x x � � BI.DG �uilding EW Each Way MAX Maximum ��RT ���P°� 5200 Pr�RTIAL PL.ANS AND ELEVATIONS x x x x x �' � BLKG Bl�cking EXP Expansion MECH Mechanical STD �tandard 5210 BRAGED �RAME ELEVATIOIVS x x x x x x ''� BM Beam EXP AN�H Expansion Anehar MEp MechlElectlPl��mb �TIFF Stiffener � � 5211 SHEAR WALL ELEVATPON x x x x x �"�-"��"' � Bt7� Bottom of �teel EXT Exterior MIN Minimum STL Steel � � BOT or � Battom MISC Miscelfaneous STR Structural S300 TYP CONCR�TE DE7AILS x x x x x � 5310 TYP FQOTING DETAIL5 x x x x x x ,� �,,, � BRG �earing FA� Fabricate MNFR Manufacturer SYM Symmetricai S310M TYP MAT FND DETAfLS x x ° BS�17 Basemet�t FF Finished Flaor MTL Metai 5312 TYP FOUNDAT! ON WALL DETAILS x x x x x � � � BTWN Between FLG Flange �' TQp � � 5313 FOUNDATION WALL DETAILS x x x x � FLR Floor � ���h T&B Tap and Bottom S314 FOUNDATION WALL DETAILS x x � � CG �enter t� Genter FND Foundatian N-S North-South T/ or T. O. Top of S320 TYP STEEL TO CfJNCRETE C{�NNECTI4N� x x x x x x GF Cald Form�d FQ Face of NIC NQt in Contract THK Thick or Thickness "� 5321 TYP STEEL Tt7 �t�NCRETE CONNECTIONS x x x x x CG Center of Gr�vity FS Far Side NS Non-Shrink or Near Side TL Total Load S322 STEEL TO CONCRETE Ct�NNECTIONS x x x GIP Cast-�n-Place FT F�ot �r Feet NTS Not To Scale Tt}C Tap of Concrete 5334 TYP SC7G DETAILS x x x x x � CJ �antr�l Joint FTG Footing NWC Normal Weight Concrete TUF Top of Faofiing 5331 SOG DETAILS x x x x CJP Gamplete Joint Penetration FV Field Verify TOP Topping 5340 TYP RETAINING WALL DETAILS x x x x x � GL Centerline Q. F. Uutside Face TOS i�op of Steel S500 TYP STL SM GQNNS x x x x x x CLR �lear GA Gage ar Gauge p� C?n Center TC}W Top of Wall �501 TYP STL BM CONNS x x x x x " � `' CC�L �olumn GALV Galvanized TRANS Transverse � '' � � : �����' "�`-r�,: t�D Outside Diameter 5502 STL BM CONNS x x x x x x .,�cj�`, . � � � ?..�`�,� OH Opposite Hand Y� 5503 �TEEL DETAILS x x x x x x � � :' '� � >>�' ��- CaNC C�ncrete GR Grade or Grind TYP T ical � �, �- �°� �`-� �Ca�' C�NN Gonnecti�n GR BM Grade Beam OPNG �pening 5504 STEEL DETAILS x x x � °� �4��� �: � xr : CQNST Construction QPP C} osite ULT Uftimate , , pp �505 STAIR DETAILS x x x �� �` . :y . fi ; `'�� : G{�NT ��ntinue �r Continu4us HAS or �leaded Anchor Stud C}VS �versized UND Unless Noted t�therwise S510 BRACEQ FRAME D�TAILS x x x x x �`` � � � � � r '` C{�NTR G�ntract�r HDAS �� :::`� . �: . ::•` COORD Coardinate HDAR Headed Anchor Rod pAF Power Actuated Fastener VERT Vertical 5530 TYP METAL DECK DETAI �S x x x x x x ;, ;;;,,, , , , , , ;�; .� CSJ Ganstructi�n Joint MDG Nat Dipped Galvanized PEN Pene#ratian VIF Verify in �ield 5531 METAL DECK DETAILS x x x x x 09f2312014 CTR D G�nter ed �K M0°� PERP Per endicular 5532 �ETAL DECK DETAILS x x x x x ( } { } p 5540 TYP ME7AL STUD DETAILS x x x x x HC}RIZ Horizonta! pL Plate (Steel� �i �ith 554 � TYP METAL STUD DETAILS x x x x � K��VE�� A� H r � DAS Deform�d Anchor 5tud HT Neigh# PLF Pounds Per Lineal Foot W/Q Withaut ���"��1�F��` 2Q12 5550 EXTERI (3R WALL DETAIL� x x x x ���- d��b�� PSF Pounds Per Square Foot �� ���� ��a��� 5551 EXTERIC}R WALL DETAILS x x DIA or � Diameter I . F. Insid� Face PSI Paunds Per 5 uare Inch WP Working Point or � r� a �.Ti �a � r� �x �-r� ra q 5552 EXTERIQR WALL DETAILS x x DIAG Diagonal ID Inside Diameter Waterpraofing � yr ����MAr� g R�_ ��,�_�� E�� �. �. Eo��rv.rea�. CaWrr,kflca � �t 632 DIM Dimension IN Inch Q-�-Y Qu������, WT Weight 970.9.:je.SC107 RL Dead La�d INT Interior UUWR Welded Wire Reinforcement ��x ��p.�2��6po� DN aown RAD ar R Radius Q4 Ditto JT Joint R� Reinfor�ed Goncrete � BtJ � �. DING � SC} M � TR1C VIEUV DTL.(S) De#ai((s} RE: or REF Refer ta {Reference) ,"�'"" DWG(�} �Jrawing(s) k Kfp REINF Reinforce(ing}(d}(mer�t) � DUUL(S} Qowels(s} REQa Require� - FC}R REFER�NCE �}� �Y. S�� PLANS AN (� DET�IL �GR G�GNIETRY AND DIM�NSIflNS L ar LG Length � � � � c„� "; . � � � SYM � �JL � L. 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GENERAL: � . CC�t� �� �fi�� 5�'��l �3��D5 : 1A . ENGIN �ER: REFERENCES ON THE STRUCTURAL DRAWINGS T� ` ENGINEER' MEAN THE 9A . THE F4LLQWING P4RTIQN� QF THE STRUCTURAL �ESIGN UVILL NC7T BE SU �MITTED AT THE �fi . GENERAL [� ESIGN �? � STRUCTURA�. ENGiNEER OF RECaRD . C7TNER ENTITIES ARE SPECIFICA�.LY N01ED AS TIME C1F PERMIT APPLI �ATilJN . WNEN RECEIVED AND REVfEUVED , THE�E DEFERRED SUBMITTAL - lNTERNATlC7NAL RES ( DENTIAL BUILDfNG G4DE 2012 WITH 2O12 TOWN OF VAI � AMENDMENTS � � "G�NTRACTC}R' S ENGINEER„ "MECHANiCA� ENGINEER", ETC. ITEMS SHALL BE SUBMITI'ED TO THE SUiI.D { NG 4FFIGIAL BY THE CQNTRACTOR: �`°' c� ,�."' � - EXCAVATIQN SMQRING 2. S�IS� I � Lt�ADS : �, � � �B. UN �ERGRt�UND UTI �.I`CIES: LOGATE EXlSTING UTILITIES AND NOTIFY ARCF{ ITECT t�F EXlSTING - CURTAIN WALL - SE� SMIC D �S1GN GATEGORY = B � �u l�Tll.ITIES QR SUBGRADE G4NDITI4NS UUHICH INTERFERE WITH WORK. - S}CYLIGHT SYSTEMS - RISK CATEG�RY = 11 � � � ' - GLASS RAILINGS - EA�TI-it�UAKE Ifv1P4RTANCE FACT4R, le = � .0 � 9C. STRUCTLIRAL ELEM �NTS ARE C�NTERED (�N GRID LI �JES AND GR1D L1NE INTER� ECTiC}NS - GL.ASS LANDfNGS - MAPP�D S�EC7RAL RESP4NSE ACCELERATIC�N , Ss= 0.256 . � °7 uC� LESS D1M �NSiC}NEQ (}TNERUVISE, - EXTERI {?R STaNE CLADDING G{�NNECTIQNS TO STRUCTURE FaR GRAVI`rY A�1D LATERAL - MAPP� � iPECTRAL RESPC}NSE AGGELERATION , S1 = O.U73 � cv °. LC?ADiNG - DESi�N SPECTRAL RESPONSE COEFFI �IENT, SDs = 0.273 '� � � 2. EXISTING STF�llGTURES : 1B. DEFERRED SUBMITTALS SNALL INCLUDE ENGINEERING ANALYSIS DATA SIGNED AND SEALED �Y - DESIGN � PEC1"RAL RESPONSE CQEFFICiF_NT, SD1 = 0. 116 „�,,, � � � 2A . CONTRACT DOCUMENTS HAVE BEEN PREPARED US11�G AVAILABLE DRAVUING� AND SITE A QUALlFIED PROFE�SIO�IAL ENGINEER, USfNG THE PERFORMANCE REQUIREMENTS AND DESIGN - St� IL SITE CLASS = D � �' ��SERVATI �N AS P�RMITTED BY ACCE�S RESTRICTiQNS DURI �JG (�ESIGN . CRITERIA INDiGATED . - TWC}- FAMILY DWELLINGS ASSIGNED TC} SEIS�IIC DESfGN CATEGORY B ARE EXEMPT FROM c,,,� � f � , SEISMIC DESIGN BY ��3C 20121613. 1 -` �+ �+ � 2�. YHE EXISTIN� ST#�UGTURE SHALL BE QEMOLISHEG} IN ITS ENTIRETY BEFC�RE C(�NSTRUCTING a� � � M � TT� ��? c� TNE NEViI �UILDING STRU�TURE. �. WIND I�UADS : `�" - RI �K CATEGORY = 11 � "� 3. USE C}F DRAWiNG". - iNIND 9MP�RTANCE F�CTC}R, Cw = 1A � � 3 . GENERAi.: - BASf � WIND SPEED , V UL.T - 115 MPN �"' 3A . DC} NC3T �CAL� DRAUUINGS . �A . TNE F�LLt�WING PORT{ ONS ARE REQUIRED TC? BE SU �MITTED FC�R REVIEW BY TNE � } � ` - �ASIG UVINC� SPEED , V(ASD} = 90 MPH � 3P. INNER� DISCREPANCIES UCCUR � �TINEEN PLANS, DETAILS, GR GENERAL NQTES, THE M�}RE ARGHITECT AND ENGINE�R: - EXPQSURE CATEG4RY = B �� �' � - C�NCRETE MIX DESIGN � STRINGENT REQUIREMENTS SHALL GOVERN . D �TAILS 4N DRAWINGS TAKE PRECEQENGE OVER - INTERNAL PRESSURE GOEFFICIENT, GGpi = +1- 0. 1 $ `,,,� � GENEI�AI. NOTES AND TYPICAL DETAiLS . DETAIL� NOTED TYP { CAL APPLY Ta ALL SIMILAR - �aNGRETE REINF(�RCEMENT SHC}P DRAWINGS �QNTRqL AND CQN ;�TRUCTICIN JOINT� � CONDITlON� . WHERE N (� SPECIFIC DETAI �S ARE � M (�WN , CC}NSTRUCTIC}N SHALL CONFC?RM T4 _ STRUCTURfiL STEEL ERECTIt�N AND PIECE DRAWINGS 4. DESIt'aN ti�IND PRESSURE F4R COMPONENTS AND GI�DDING AND ELEMENTS DESIGNE�} BY , � � SfMfLAR tNQRK ELSEWHERE C�N THE PROJEGTt THE CONTRACT4R: `� - WEL.DER C�UALIFlCATlC?NS - PRESS�lR�S Lf ��"ED BELC3W ARE AS� AND BASED Oi� 10 SF EFFECTIVE WIND AREA AND AN � � - �t7LD-FURMED M �TAL FRAMING ERECTION DRAWINGS AND PR�DUCT DATA ALTITUQE �F 800C} FEET A�OVE SEA LEVE�. FINAL CALCULATIC?NS T{� B� GUMPLETED BY 4. TEMPt}RA�Y C4NL111"IfJNS: �XCAVATiQN SNORING CALCULATIOE�S AND SNQP DRAI�VINC� �--��-- � 4� . TH � STRUCTURE zS DESIGNED T4 FUNCTIQN AS A UN17 UPaN C{�MPLETION . THE � ����'���'d� � - TOWER CRANE FOUNDATlON CALCULATlt�NS AND Sl�OP DRAUVINGS CONTRACT4R IS RE�PflNSIBLE F{�R FURNISHING ALL TEMPC}RARY BRACING AND/OR St1PPQR1' _ ��,�t�ATC?R SM4P C}RAWINGS WITH L4ADS lMPOSED 4N PRIMARY STRUCTURE - ��� `���-�- �aRNER AND �PECIAL ROOF ZONES DIAGRAM' � THAT MAY BE REQUIRED AS THE RESULT (�F THE CC?NTRACTQR'� C(JNSTRUCTION METN4DS - �t� RTAIN UVALL iHC7P DRAWIN �� - TYPICAL U��ALL AREA ENWARDlOUTWARC? PRESSURE = 12 PSF ,� AND/4R ��QUENCES, REFER TO "�.ATERAL L{�AD RESISTING SYSTEM DE�GREPTION" IN DESiGN - SKYLIGHT Sl�STEMS SHt?P DRAWINGS - WALL C�RNERS(OUTUVAR(�) = 15 PSF �RITERIA FOR ADDITIC}NAL INFQRMATIQN , - GLAS� RAIL.INGS AND LANDING CALCUL�ATIQN� - �5'PICAL ROOF AR�A ({�UTWARD) = 12 P�F 4�. F4UNDATIt�N UVALLS SNALL NC}T �E BACKFILLED lJNT1L THE �LABS-ON-GRADE AND UP�ER - EXTERIOR STONE CI..ADDING - RO�F SPECIAL ZC}NES { EAVES, RAKES, I�IDGES AND GORNERS} {OUTtNARD) = 31 PSF S�ABS ARE iN-PLAGE AND RE�GH FULL STRENGTH UNLE�S ADEQUATE SRAClNG IS PRQVIDED , 5. L.ATERAL LC}AD RESISTING SY�TEM DESGRIPTI�N : USE ONLY NAND UPERATED Tt�OLS FOR CC�MPAGTIQN ADJACENT TC} Ft�UNQATIQN WAL�S AND - ��NGRETE QN METAL C}ECK dIAPHRAGMS WITH STEEL BRACED FRAMES AND CONGRETE GRADE BEAMS . GRADE BEAMS �HALL BE BACKFILLED EVENLY QN B(JTH SIDES . �' � u � �� t � � � IVI �'� E FaUN �}ATI (JN WAL�LS ANL Ft�C}TINGS. ' ,f ' 1. 5. SUBN11�"1`ALS AND �UBSTITUTION� : �. ������` ����'�. w : �,�' . ���'��'�-'' �', 5A. SUBMITTAL�: REFER T(� SUBMlTTAL NOTES FQR DETAILED REQUIREMENT� . 1 . DESIGN CRITEf21A: 6A . SEE GRAVi°�Y LOADS TABLE , �'��'�� ° � �� �� ' ��".� - IF THE Ct�NTRACTdR REQUE�TS A CHAN�E FRC�M THE �TRllCTURAL DRAWINGS, IT SNALL BE 9A . TNE GEQTECHNICAL REPQRT PREPAR�D BY HP G�UTEGH , NUMBER 112 33�A, DATED � �' ' ��' �� �°� =�. ,APPR(�VEf� BY THE ARGHITECT AND DESIGNEQ BY MARTINIMARTIN , INC. PRI4R Tt? SUBMITTING 08/30f2013, PROVIDED CRITERIA F4R THE FC}UNC7ATION DESIGN FOR 7HE PRC}JEGT. 6�. DRIFTIN �, SLIDING AND UNBALANCED SN4W � � ���$� `; � SHt�P DRAWING� . VARIATIC}N �HALL BE 1 �l � ICATEd C}N THE �HOP DRAWINGS. CQNTRACTaR - GRC�fJND �i� (�W �C?AD = 147 PSF �` � 5. �° � '� S H A L L �C J M P�N S A T E N��R T l N/M A R T I N , i N G, F Q R M A K I N G T H E C H A N G E. 2. F Q Q T I N G�: - S N C�V 1� ��F���U R� �A C T C�� C e = � .� -�a,� �:> �� � . 'r r �� . r . ,. � tCZtt . - C�NSTRUCTfC}N DQCl1MENTS SHALL NQT BE RERRUDUCED FQR USE IN SUBMIITALS - MAXIMUM Tt}TAL LQAD SUIL B�RING PRESSURE = 3000 PSF � , � �� � � .;,� - ��fUW L�AD IMPt�RTA�JCE FACi"C�R Is = 1 .0 � �: . - Al.L SNC}P C}F�AWiNGS �HALL REFERENCE THE STRU�TURAL DRAWING NUMBER AND DETAIL - ULTIMATE GC?EFFICIENT OF FRiCTIC�N T4 RES�IST LATERAL LOADS = 0. 50 - TH �RI�IAL FACTC}R Ct = 1 .0 ~,�� :, ��;`t ' ' '��� ':�� +' � � USEd Tt7 PR�PARE THE SUBMITTAL - FLA�' R�}0� SNC�W LQ�D Pf = 100 PSF 09/23/2014 3. F4UNDATIt�N WALLS: 5B. SUBSTITUT� C�NS: ARGMfTECTS APPROVAL SHALL BE �ECUREa FOR ALL SUBST{TUTIONS 3A . EQUIVALENT FLU1D PRESSURES USED FOR UVALL QESIGN : 7. FI �� ��� � �T�NCE C�hI� IT1�NS QF' RESTRAINT: - "ACTlVE" C�NDITION = 45 PCF FC�R WA�L� WITH HE{ GHT (H) LESS THAN 12 F�ET 7A . FC}R �3E��RMININC FIRE-RESISTANCE RATINGS PER IBC SECTION 703, ALL CONSTRUCTIC}N IS � �N���� A�C��T��1�; �'C 5G. N4NCt�NF�?RMANCE: NC}TIFY ARCHITECT OF CONDITIONS NOT Ct�NSTRUCTED P�R THE _ "AGTfVE" C(7NDITI4N = 22 .5H PSF �QR WALLS W(TH HEIGHT {H} GREATER THAN 12 FEET ASSEJMED TQ BE RESTRAINED . ��PY�I��IT 2� � � G�NTRACT C1C�CUMENTS PRI4R T4 PRUCEEDlNG WITH CQRRECTIVE UUQRK. SUBMIT PRQP(JSED - "AT REST" CONDITiQN = 55 PCF FQR WAL.LS WiTH NEIGHT { H) LESS THA�112 FEET REPAIR TO TH � ARCHITECT F�R ACGEPTANCE . COI�TRAGTUR SHALL CQMPENSATE - "AT REST" CONDITION = 27 . 5H PSF FOR WALL� WITN HEIGNT (H) GREATER THAN 12 FEET � �. ��r � � t � � �rti � MARTINiMARTIN , INC. FC?R D �SIGNING 7NE REPAIR. _ "PASSIVE" C4NDITf �?N = 400 PGF (MOIST} � � ' � � - � ' ��� � � �'� u '-T' � � ��� � , °���� � � ` i{I A�V�V��� ��IYDITI �� � Gr�V I C� �S� 4./M �RV�D� . . . '�'�,: � '�",'85 h1A1N 9TREETn UlVIT C t � Y � 6. E?SHA STANDAR�S : - LATERAL PRESSURE DUE TO SURCHARGE = 104 PSF GRAVITY LOADS TABLE �°"`�'$"�. �"`°„"�°° g , ��� ��e.g��.��e •7 TflTAL DEAD LNE L(}AQ PARTITIQN P�INT LUAD `°x �'°. �2d.600° 6A . THE STRUCTURE 1S DESIGNED Ta FUNCTfON AS A UN1T UPt�N C4MPLETI �}N . NC}THiNG LC�C�TIt� N LCtAt3 {PS�) l.IVE LOA[} (PSF) REDUCTI{3N LOAD (PSF} {L�} SN�WN C?N THE �TRUCTURAL DRAWINGS SHA�L BE GC�NSTRIlED AS ELIM ( NATING TNE NEED F4R 3B. WALL D�SIGN BASED QN IMPORTED GRANULAR BAGKFILI. ADJACENT TO FQUNDATION WALLS . TNE CC7NTRAGTt�R TQ GOMPLY WITH ALL OSNA REQUIREMENTS. C?N-SITE GRANUL.AR BACKFILL THAT IS PRC}PERLY SORTED AND STOCKPILED MAY BE USED AS RQaF 146 � 0� No -- -- � APPRQVED BY THE PRQJECT �EOTECHNICAL ENGINE�R. RESIDENTiAL 104 40 Yes INCLUDED IN -- � � � 6I�. THE CQNTRAGTQR �HALL ADD ALL. �iECE�SARY BOL�S , A�ICHC}R BC7LTS, PLATES , STI �FENER �� LLs PLATE�, �TABILIZER PLATES , BRIDGING, BRACENG, BEARING SEAT� , C4LUMN SPLICES , ETC. , AS 4. S17E RETAINING WAL�.S: PARI{ING 121 40 No -- NC?TE 1 ��I"�'�" � UVEL� AS CLQSURES F4R OPENINGS . IN ADDiTION , FIELD WELD ANYTHiNG TNAT MAY BE 4A . EQUIVALENT FLUID PRES�URES USE� FOR WALL. � ESIGN : ����q�� � �3 100 No -- -- � �QNS{ DERE� A TRiP NAZARD , SUCH AS SHEAR STUDS, AFTER PROTECTIVE D �CKfEUG IS - A.�TIVE CQNDITION = 45 PCF FQR WAL�S SNfTH HEIGHT (H) LESS THAN 12 FEET _ - "RCl'IVE" GaNDITIQN = 22 .5H PSF FOR WALLS WITH HEIGHT ( H) GREATER THAN 12 FEET � � � �������� � - "AT RE�7" G(�NDITI4N = 55 PCF FOR WALLS W{TH HEIGHT (H} LESS THAN 12 FEET �pT�� � � - "AT REST" GONDITION = 27. 5H PSF FOR WALLS WiTH NE( GHT H GREATER THAN 12 FEET � � �G. INASNEI�S �}R R1N �S MAY BE UVELDEL Ta CQLUMN� TC} PR(JVIDE FCJR SAFETY CABLES. DQ � ) 1 . 30d0 LB VERT LOAD ON 4112 x 41 /2 AREA. 6000 LB H�RIZONTAL L(7AD AT VEHIGLE BARRIERS . N�JT PLAC� H{�LES IN COLUMNS WiTH4UT APPR4VAL 4F THE STRUCTURAL �NGINEER. ADJUST _ "PASSIVE" GaNDIT14N = 40Q PGF ( M01ST) � �' PAS IVE CONDITIaN = 250 PCF SUBMERGED �, � LC�GATIONS 0(� ADD C��.UMN SPLICES AS NECESSARY Ta CCIMPLY WITH �SNA REC�UIREMENTS . - " � '} � } � S U B M i T P I�Q P O S E D L C?C A T l O N� . - LATERAL PRESSURE DUE TO SURGNARGE = 10Q PSF - MAXIMUM FOaTiNG TOTAL LOAD SOIL BEARING PRE�SURE = 300Q PSF ��' � �r � 6D. WHERE THE STRUCTURAL DRAWING� APPEAR Tt7 CONFLfCT UUITH 4SHA REQUIREMENTS, - ULTIMATE COEFFICIENT OF FRICTION USED IN DESIGN TO RESIST LATERAL Lt�ADS = 0. 50 '�'" � TH � STRUCTURAL DRAWCNGS REPRESENT FINAL COND (Tl4NS t7NLY. THE CONTRACTQR SHAI.L � INDICATES SPEGIAL � ADD AL�. EREGTICN FRAMING NECESSARY TQ CQMP�.Y WITH OSHA. 5B. 'JUALL DESIGN BASED ON IMPORTED GRANULAR BACKFILL ADJAGENT TO SfTE WALLS. ON- RQOF Z4NE, TYP SITE GRANULAR BACKFiLL 7NAT fS PRQP�RLY SORTED AND STOCKPfLED MAY BE USED A5 `�' 7. CONSTRU�TIQN ENGINEERING : APPi�QVED 8Y THE PRO,IECT GEOTECHNICAL ENGINEER, � � INDICATES WALL '"`� '�` 7A . THE STRUCTURE QEFINEQ QN TNE C(�NTRACT D��UMENTS HA� BEEN DESIGNED ONLY FOR CaRNER ZQNE, TYP "'��` LC�A[�S ANTI �IPATED QN THE STRUGTURE DURING ITS SERVICE LIFE . PR(?VIQE ALL REQUIRED �NGINEERING AND t�TNER MEASURES TO AGHIEVE THE MEANS, METHODS, AND SEQUENGES QF 6'-6" TYP W4RK. SUCH �NGINEERING MAY INGLUD�, BUT IS NOT LIMITED TU: - LAYC}UT - � � DESIGN FOR FC}RMiI�ORK, SHORING, AND RESHQRfNG � - DESIGN C�� CUNGRETE MIXES � - ERECTIQN PR(7CEDUR�S 1NHICM AD (�RESS STABILI7Y C7F THE FRAME DURING � � PRC}JECT : 13 . 0291 . � . 01 � GC}NSTRUCTIQN DRAlNN BY : KH � - WELD �ROCEDURES `•� - QESIGN 4F 7EMPQRARY BRAGING 4F WALL.S FOR WIND, �EISMIG, aR SOIL L4ADS � DATE : 49.09.2013 , � - SURVEYING Tt� VERIFY Ct�NSTRUCTIUN T4LERANCES I �� }, � c� - EVALUATCC?N C}F TEMPQRARY G4N�TRUC7IQN L(JAD� ON STRUCTURE DUE TO EQUIPMENT � � � �� ,- X � AND MRTERIALS � , � REVISIC7NS ; � � - �TRUCTURAL ENGINEERING T4 RES15T ANY C?THER LQADS NUT IDENTIFIED 4N DESIGN { � -- DRAWINGS PRlCING SET as.oa.2o� s � PERMIT SET 12.�9.2013 , ;� ° �°���� �� �� ��°�� � PERMIT SET REVISION Q2. 14.2Q14 � � � �� �� � ��� � � � � � `� �, �,�� � PR1ClNG SET REVISCON Q2. 14.2094 c.� F- � � � � � � � �� � �"` � � � � x � r- °� �. GC?C}RDINATIGN ; '-� � 8A . STRUGTURAL DRAWINGS ARE NQT STAND-ALQNE DOCUMENTS AND ARE INTENDED TO BE � � � ��� �� ��� � �,� �,,� � � �� srEE� PAC�sa�E �� os. � s.za�a � a- �°� � � g f' .�. .,�.-� PERNIIT SET REVISIaN 07.03.2014 �? w USED IN ��}NJUN�TfQN WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELEGTRICAL, AND DRAWINGS �� ��� Q .��, � �' � � �. �.��-:�=� CD PACKAGE #1 Q7.25.2014 w --.�c FROM C}TNER DISCIPL.INES. THE C�NTRACT4R SHAL.L C4(�RDINATE ALL REQUIREMENTS OF THE '� � ��� n _.�� �_�.� ���..n.� �ERMiTSET �EVisior� 09.23.2014 c3 c� C(�NTRACT DC}CUMENTS INT(J � NOP DRAWINGS AND WORK. , �� ���g, � � �� � ���� ` � ��._r�.m . � � �n�, .���� �,�� � 8B. �C70RDI �lATE DIMENSIC?N� C}F ALL 4PENINGS, BLC�GKf�UTS, DEPRESSIC7NS, ETC . , WITH � ARCHlTE�TURAL DRAWINGS, DRAWINGS FRtJM �THER DISGIPLINES , AND FIELD CONDITIONS PRIC}RTC} SHflP DRAINING SUBMITTAI.. � NC� �7 � � 4.r �t1L �� � F Z4�dNE �7 � �11� Ftti1 � � o `� $�. SEE AR�NITECTUR,�L #'I�NS FQR INTERI �R PARTITi �?NS. PARTfTIC7N FRAMING SHALL BE `�? w G�}NNEGT�D TO THE PRIMARY ST(�UCTURE IN SUGH A WAY SO AS TO ALLaW F�R VERT( CAL L{VE � � LQAD DEFLECTft�NS OF SPAN1360 OF THE FLQQR FRAMING . DC} N4T MAKE RIGID VERTICAL AND ° ° Q HORIZONTA� CONNECTIC}NS TO THE PRIMARY STRUCTIJRE IN THE PLANE CJF THE PARTITIQN . T r � � � I �� � Q �'- Q � LLI.IJ -' � L� U � � � � r---__ __ _ T-- � __ _ __._ _ _ --- ------_�____ .__ __,----- � _____ _ _-- --� �_� -------- -- --_____ __. __- ------- ------- -- --- �-.�._. - _----- ---- �_� _ ____ -- -_ __ �� _ __ __ a � � STEE � N �7TES CC� �IGRETE NC�TES � i � > � 1 . CONNECTI�NS: 9 . �� � ���� : REIN�ORCING MATERIA� TAB�,E � STEEI� MATERIAL, TABL.E 9A . PR�VIDE GUNNEGTIONS AS SHOWN Ih1 THE `STEEL BEAM CCNNECTIQN SCHEDULES' AND �A . ALL U'VC� �K SN��L ��N �C3RNl WITH ACI 3U1 , LATEST EDITIC}N , UNL.ESS NOTED 07NERWISE IN �, � �TEE�. ELEMENT ASTM/TYPE Fy (KSI} Fu {FCSI) CC?MMENTS DF�V�ifNGS �R GE�1 �R�L NtJTES . REINF ELEMEN7 ASTM Fy {KSI} Fu ( KSI) �OMMENT� � � DETAfLS HERElN . ANCH (�R R4DS F1554 GR 55 55 75 WELDABL�, HEAVY NEX HEADED TYP REINFORCING A615 60 90 -- °� � �. WELI�ING R�QUIREMENTS : BQLTS A32� OR F1852 -- 120 BO�TS ARE 314°� UNO, US� 1�3. DETAI � BAR� lN ACCORDANCE UViTH THE LATEST EDITIflNS C}F PUB�.ICATION SP-66 : "ACI WELDED & FIELD BENT REfNF A706 60 80 - � � � 2fi . UUELDERS: HAVE iN P4SSE�� IC}N CURRENT EVI � ENCE QF PAS� ING TNE APPRQPRIATE A.W. S. TENSIaN-C4NTRC}L�EC� WNERC DETAI �6N � �,�ANI�AL" UVITf� ADDED R�QiJIREMENTS OF TNE PRQJECT SPECIFICATION AND ACI 318: W��.Q �D WIRE REINFCRCING, SMC�OTH �1 $5 65 75 -- ,� � QEJALIF1CA71t�N TESTS . PUSSIBLE "B�31LDlN � C�DE REQUIRE�iENTS �OR STRUCTURAL C4NCRETE. " � � CQLD- F4RMED A90Q3 3� -- _ � �- � 2B. MINIMUM W�LDS : AiSC �PEGIFICATI {�N, NUT LESS TNAN 3/� 6" FILLET, CUNTINU�US UNLESS STUDS/PLATE, 33 AND 43 2. � �l �F��CINC I�ATERIAL� : "°�" � i QTNERWiSE NC?TE[� . MIL 2A, SEE ` R�INF4RCING MATERIALS TABLE' ~ � � � � � CQLD-FQRMED A1003 50 -- -- 2C. WELD SIZES AND LENGTH� CALLED FQR ON THE QRAWIN �S ARE 1'N � NET E�FECTlVE 3. REIN����ING FA�3RICA1"ION ; 9 � -� STUDSIPLATE, 54 MIL AND "`""" � � � REc�UIRED . INCREA�E WELD SIZE IF GAPS EXI �T AT TNE FAYING SURFACE. 3A . SPLICE� : -' � NEAVI �R - Np � PLIClNG OF REINFORCEMENT PERMI`fTED EXCEPT AS N {�TED 4N DRAWiNGS. MAKE BARS �,,,► � � ' CQLD-Ft?RMED TRACK, � � ; 2�. WELD SI�E� SNAL.L BE AS SHOWN UNLESS A GREATER � IZE IS REQUIRED BY ANSI/A15C 360-10 A10Q3 33 __ __ CG�ITI �6U�tJS ARQUND C�RNERS. UUHERE PERMITTED , SPLICES MAY �E MADE BY GaNTAGT LAPS OR -� MECHANICAL CaNNEGTORS. C4NCRET� M1X TABLE '� � � TABLE� J2 . 3 ANCI J2 .4. AL.L THICKNESSE� � � DAS A496 , 70 80 -- - SEE ` LAP SPLIC� SCNEDULE' FOR LAP LENGTHS . z j 2E. 1�LL GRa�7VE W�LDS SHALL BE G4MPLETE PENETRATION EJNLESS N4TED . NAS A1Q8 5 � 65 �TUDS ARE 3�4"� UNO "' � � �'"' � � 3�. MISCELLANEOUS REINFQRCING REQUIREMENTS: � k- ,� � ��'� . � C?THER SHAPES A36 36 58 -- .� o 2F. FIELD VUEI.C? ING SYMBULS INDlCATE SU �G�STED CQN�TRU�TlC?N PROGEDURES . - PR4VIDE ADDiTIONAI� BARS QR ST{ RRUPS REQUIRED T� �ECURE REINFQRCING IN FLACE DURING u- � � ,"'- ""` � P1PE A53 GR B 35 60 -- :.,,- c� ...:. ;,� o t Y S � G�NCRETE PLACEMENT. �, � � z � � PLATES A36 36 5$ MAK� A�€� REINFORGING BAR BENDS fN THE FABRIGATOR'S SHC7P UNLESS N�}TED . '° ° �.�' 3. STRUCT�IRA�. STEEL IN�TALLATItJN : -- _ � � w �. � � I 3A . NIGH STREN�TH B{�LTS WHERE NOTED C?N THE DRAWINGS AS TYPE "SC' 4R OTHER TYPE RECT HSS A500 GR B 46 58 -- - NC} UVELDING OF REINFORCING PERMITTED UNLESS NOTEC? ON DRAUUINGS. WHERE PERMITTED, � � � ,� � � ,� ,�, F�LLC}WEG BY "PT", SHALL BE TENSIONED TC} THE VALUES OF TABLE J3 . 1 OF ANSIIAISG 360- 1C}. ROUNQ HS5 A500 GR B 42 5� -- PER�QRM VtlELDING IN ACCORDANCE WITH AWS D1 .4, L,ATEST EDiTIt7N . � � � ua � � � C}TNER HIGM-STRE�JGTM BC?LTS MAY BE { NSTA�.I�ED SNUG TIGHT AS DEFINED BY AISG , �/��p � �J � ��.��TRflDES , E70 PER AWS - PRaVPDE ADDED REINFC?RCING TO TRIM ALL OPENINGS, NOTCNE�, AND REENTRANT CORNERS AS � z u� � �¢ � � �, � � THICKNESS OF THINNER � NOTED I �1 TYPICAL DETAILS . � � w � � � � � ac � � '�` 4. METAL. DECK: PART > 0 . 1 INGHES ( 12 GA} �' �' w �' � Q °� � � 4A. SEE `METAL DECK SCHEDULE' FQR MATERIALS, PROFiLE, AND G(�NN �CTIQNS TO 3. STRUCTURAL CONCRE�'� MI�C REQUIREMENTa; � >` � � � -a a f r y STRUCTURE. WELDING ELEGTR4DES E60 �7R E70 __ -- PER AWS - '`� "'� � *� �" ���� � � 3A . SEE `CQNCR�TE ��1lX TABLE' o ° � � C � r=- � THICKNESS OF THINNER � INTENDED USE �„ c� � :� �-- t� ,�: PART � 0. 1 INCHES ( 12 GA) ��. C3ECK �ESIGN IS IN ACCQRDANCE W1TH STEEL DECK { NSTITUTE (SDI) PUBLICATION N0. 31 4. �L,A��C�1���RADE: 1 FOC?TINGS 4 NWC -• 1 -- �.�_.� �, AND DfAPHRAGM DESIGN MANUAL, LATE�T EDITIQNS . VifF, WT A�92 50 65 -- 4A . VERIFY ALKALINITY aF C�NGRETE �URFACE, SLAB VAPOR TRANSMiSSIQN , A�1D SLAB 2 GRADE BMa, FND 4 NWC -- �/4 -_ __ FLATNESS/LEVELNESS AR� CC7MP�TiBLE UVITH FLQQRING SYSTEM AND ADNESIUES PRIOR TO WALLS, SHEAR WALLS 4C. PLf�CE GC�NCRETE QN METAL DECK ( N ACCC7RdANCE WITH SD1 PUBLICATIQN N0. 3 � T4 LIMIT MNSTALLINC FLQC�RlNG . 3 SITE WALLS, CQLUMNS 4 .5 NWC 0.45 3l4 5 MGI CUNSTRUCTION LOADS TO AL.LCJtNABLE MAGNITIJDES. AND FND WALLS 4�. TAKE PRECAUTIt�NS T� MIh11MIZE SLAB CURLING. GRIND SLAB OR U�E LEVELING CC7MPUUND lF EXPOSED TO MOISTURE 4L?. SCREED �C7NCRETE T� PROVIDE LEVEL FLnQR. i L.OtJR FLATNESS AND �.EVE�NESS VALUF_S ARE NOT ACGEPTABLE T� THE ARCHITECT. 4 EXT SLABS tJN GRADE 5 NWC 0.40 3l4 6 MCI 4�. REINFC�E�CE QPENING� IN MET;4L RQOF DECK ANC} FLC70R D �GK SUPPORTING CQNCRETE 5. �?4N-SNRINK t�RC?UT : 5 INT TOPPING SLABS, 3.5 NWC 0 .5� 3/4 NP -- . ,.:�. , ' . , � ,� . ,, . .: 5A . CQNFURM TQ AS�"�i C1107, GRADES B, �R C . SLABS 4N DEGK t � ���� ; '`^ ;,, FILL IN ACCt�RDANCE WITH TYPICAL DECK QPENING DETA( LS . P(}ST-lNSTALLED ANCHt�R TAF3LE � , �.'� :. � � �,I� ;:. 5 INT SLABS ON GRA�E 3.5 NUUG -- 3/4 NP �VT :., ��.�':� ��; �� �;�� =t�;� �: 4F. 1NSTALL QEGK t�VER 4 SUPPORTS {3 SPAN CONTINUt�U�} UNLES� NQTED aTNERWISE. DC7 A,NCNOR TYPE P�tQDUGl` Fy (KSI� Fu {KSlj G4MME[�TS 5�. AC }-ilE�`E 6000 P�l CQMP��SSIVE STR�NGTH AT 28 DAYS . 6 FLOW �IL1. 0. 1 __ __ __ _- FF " ��::� � � : ``� :� � � ����� 1 � N�T INSTAI.L [�ECK AS SINGLE SPAN UNLESS S1'ECIFI �ALLY SHC}V11N (�N DR�IWINC�S . ADHESIVE HIL`fl H1T-NY 200 (�') __ �_ SUBMIT CA�CULATIONS �= --,� ``�. ;` c� -= ( IN CONGRETE) FOR �UBSTiTUT14NS 6. PL�CI �If� RE� t� �ORCE�ENT: � � . . n,�° � .�� 4 G. F'R�VE DE D�GK ATTAGNM�NTS AS N4TED ON �RAW[ NGS . 6A. REINF�R�EMENT PR�}TEGTION : � , � � � �` - i��. C�}NCRETE COVER TABL� � �'� : .. � : ADHESIVE HILTI HIT-HY 70 -- -- SU�MIT CAI.CULATIC�NS � ° ° ' � �. � ::: 4H. NANGEf�S. 5EE TYPlCAL. METAL DEGK DETAILS F�R ALL(�WABLE HANGER l.t�AD�, SRACING ( IN GROUTED MAS�NRY) FOR SUBSTITUTIONS _ �� � �� � 3 � g- � � 7,� �p� �;� INFQRGEMENT PLACING TOLERANCES A�IC} AGI 117 FOR ADDITIONAL CONCRETE MIX TABLE NOTES: :�:��'' �' ` ' ' ` '� �, �' .: AND ATTAGHMENT. AD�iES1VE ANCHQR RC?DS -- 36 58 TNREADED RC}D , REQtJiI�EM �NT� 0�/23/2014 MIN MIN UNGREASED PRQP�RTlONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTAB�l �HED T0: 5. STRUCTURAL G�LD �QRMED METAt� FRAMING: 6B. PRC�VII� E ACCESSt�RIES NECESSARY TO PROPERLY SUPPORT REINF4RGING AND WELDED WIRE - PROVIDE THE MINIMUM CUMPRESSIVE STR�NGTN AS IN [31CATED IN THE M!X TABLE. DtJ NQT 5A. REFER TO SCHEDU �E FOR REQUIRED STUD MATERIAL GRADES AND SECTIQN PRQPERTIES. EXPANSION ANCHORS HILTI KWIK BC?LT TZ -_ -- �UBMIT CALCULAT1t7N5 FABI�IC AT P�SITIC}N� SNOWN ON PLAf�S . ALL REINFC}RCING, D4UVEL�, BULTS, AND EMBEDDED EXCEED THE MAXIMUM WATER-CEMENT RA710 N �TED . � ������ ����������� �� REFER TQ QETAILS FOR C{JNNECTIC}N� AND aTHER REQUIREMENTS . ( IN CQNCRETE) Ft�R SUB�TITUTIONS PLAT�� � HALL �E S�`� ANC� TIEi� 1 (� PL.ACE BE�{7RE THE GONCRETE IS P4URED . "STABB{ NG" INTO - PRQVIDE WtJRKABILITY AND CON�lSTENCY TO PERM (T C(�NGRETE TO BE W4RKED READILY ��PY��G�� 2�12 EXPANSIQN ANGHORS HILTI KWIK BUL.T 3 -- -- SUBMIT CALCULATIDNS PRE1/I �IJSLY PLACED G�NCRETE IS NOT PERMITI ED. INTO FORMS AND AROUND REINFQRCEMENT UNDER Ct7NDITlONS OF f�LA�EMENT T� BE ( IN GROUTED MRSONRY) FOR SUBSTITUTI ��1S EMPLOYED, WITHflUT SEGREGATION OR EXCE�SIVE BLEEI� ING. CQNTRACTOR SHALL SELEGT r� .�. �Y � � � � � �T � �► 7. Gt�N�I"FtUCTlQNIGGNTRC�L JC}INTS: APPRQPRIATE �LUMP. USE ADMIXTURES A5 REQUIRE[� TO C7BTAIN DESIRED R��ULTS . "P r ,` . ° ° g� � "�'""" � � '� � "" � � � =� � , SCREW ANCHORS HILTI KWI�{ HtJS-EZ -- -- SUBMIT CALCULATIQNS 7A . SUBC� IT � RAWINGS SH4UVING C(JNSTRUCTIQN AND CONTRQL JC31NT L�CATIC?�1S ALONG WITN 2� � ��'" � TREET. "�� � ` �„ EC3WRtEO�n CtttAtv'�R[?CR F31 &�3�' FQR �UBSTII"UTIONS TNE SEQUENGE OF Pt�URS . C{�N�TRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE USE TYPE I / 11 PflRTLAND GEMENT UNLESS NC7TED t}TNERUVI �E. F{�R C�7NGRETE M1XES USED t�N �'°'g��'�°°" Fw% 97fi].�26.E+C3�4 � USE HILTI NIT-RE 500-SD FOR EMBEDMENT GREATER THAN 12"" ARRANG�Q TC7 MININ�IZE TH � EF'FECTS C}F ELASTIC AND LQNG-T�RM SHORTENiNG/SHRINKAGE. FLOQRS MINIMUM GEMENTITIOUS CflNTENT SHALL BE 540 PUUNC?� PER CU81C YARD 7B. �C?NSTRUCTI (7N JOINTS IN �LABS-ON-DECK AND SI.ABS-ON-GRADE SHA�L BE LOCATED T4 FQR CONCRETE PLACED BY PUMPING PRaVIDE CC?NCRETE MIX FLQWABILITY TC7 FACILITATE � � AGG{�MM�DATE TNE f�AXIMUM LENGTH AND AREA THE CONTRACTOR CAN REASQNASLY r�OUR, PUMPING, ENTRAINED AIR MAY BE USED TO FACILITATE PUMPING SUBJECT T(� TH � PRUVfSIONS � � FINISH , AND JOINT ! N THE SAME DAY. OF N�TE b BELOW. � � 7C. �H �AR FRICTI (7N JaINTS : WHERE Cd1�STRUCTION JOINTS ARE �ABELED AS `ROUGHEN �D" ON a . FOR THE MAXIMUM CQARSE AGGREGATE S1ZE INDICATED, USE THE FOLL(�WIN� AGGRE�ATE � TNE aRAWINGS, THE ENTIRE JOINT SURFACE SHALL BE MECNANICAL.LY ROUGHENED 70 A 1 /4" SIZE NUMBERS PER ASTM C33. ,� AMPLiTUQE AND THtJRC�UGNLY CLEANED . EXPOSE THE C4URSE AGGREGATE IN 7HE HARDENED 3/4": #67 AGGREGATE � t� METAL GAllGE GONVEF�SfON }� '� :� C(}NCRETE AND R�MQVE ALL LOOSE MATERIAL. 1 : #57 AGGREGATE � „�,.�, MINiMUM THICKNESS � � � GAUGE (MILS*� 8. �lEP AND OTHER �►P�N ( NGS AND EMBEDM�NTS: b. WHERE AIR CONTENT IS INDICATEQ W THE MIX TABLE, PRQVID� AIR ENTRAINING ADMIXTURE. � �?! �� �� $A . PR4VIDE SLEEVES AT dPENINGS (SUCH AS TH4S � REQUIRED F4R PLUMBING AND ELECTRiCf1L TCJTAL AIR GONTENT LIMlTS INCLUDE BQTN ENTRAIN �D AN (� ENTRAPPED AIR +!- 1 112°/a ` NP' IN �, � PENETRATIQNS) BEFC}RE PLAGING CONCRETE. REMOVE METAL �ECK AT SLEEVES AFTER C4NCRETE C4LUMN INDICATES ADDITI (7N C�F E�lTRAINED AIR I � NC7T PERMI`i�`�D EXC�PT WHERE �,�,'�,�r'" �: „�: �� �3 HAS CURED . Dt� NOT GUT RE � NFORGING WHICH MAY CONFLICT. CURING aF CQNGRETE IS NC�T C4NTRACTOR CAN DEMONSTRATE THAT SLABS WITH ENTRAINED AiR WILL HAVE A FINI �M �"' � � $ �� PERMITT�D . ACCEPTABLE TO THE ARCHITEC7 WITHUUT B�ISTERS. AIR CONTENT NOTED IS BA�ED QN 314° . � � g �q. AGGREGATE . IF 3/8" AGGREGATE IS USED , INCREASE AIR Ct7NTENT BY 1 11Z% . - � � 1 � �� 8B. REFER TO TYPICAL QETAIL� F�R SPACING LIMITS UN �I.EEVES . EMBEDDED CONDUIT !S NQT � . � 2 97 PERMITTED 1N SLABS UN METAL DECK. c. ABBREVIATI �7NS Ft�R t�TMER REQUIREM�NTS A� F�LL.t�UUS: � MGI = MAXIMUM CNLC7RIDE IQN LIM17 = 0. 151a E3Y WEIGHT OF CEMENT �"� � NOTES : SVT = �t�NTRACTOR SNR,I.L PRQVIDE CC�NCRETE WITH REDUCEI� VtIATER OR AN ADMIXTl1RE T�lAT * 1 MIL - � /1000" WILL REDUCE VAPC3R TRANSMISSIC7N IN QRDER T{� ACNIEVE THE SLAB VAPOR TI�AN�MISSlON REQUIRED FOR TME SPECIFIED FLOURIN� MATERIAL,S FF = �LOW FILL SHAE.L BE PRC?Pt�RTIC}NED TC} PR4VIDE INDCCATED STRENGTN , AND SHALL B� SELF-COMPACTING. MAXlMUM STRENGTH SHALL BE 150 PSI . Gt�MPLY WlTN NRMCA "GUVDE SPECIFICATI(JN FOR Ct?NTRC?LLED LQW STRENGTH MATERIAL� (�LSM)" AND ACI 229R. � a. PR(JJE�T; 13 . 0�9 � . 5 . � 1 � � DRAW 1� �Y : KH � DATE : 09,09.2�13 d- � � REVISIONS ; � � `�' _._ � � � PRICING SET 09.09.2013 PERMIT SET 12,Q9.2013 �� �� '� � � �� ��� � PERMI7 SET REVIS(ON 02.94.20�4 � � ���. � ctti � � �� �$ � �.. �.���� � � ��" � �'� ���� �.� � PRiCING SET REVISION 42. 14.2Q14 L '�" � i� � �� e :"� ' � � CL! � � = .� � �,�� � � � ����� �� �� STEELPAGKt�GE #1 06.� 3.2(}14 � +�- � F� ��.� � � �-�j -.-�-�' PERMIT SET REVIS(ON �7.03.2014 � � � ..� ,°�� �° " ��� � .°' CD PACKAGE #1 07.25.2014 �°�� ; � m�. . _�, PERMIT SET REVISION 09.23.2614 � � W t� G7 � � �..� �„��,,u� s_ � � � � � �u.��:� ��� ..,w�� � ���.�,� ��,.�,� ,��.,.��E � � 0 ct? � '��°, C� 2 �, � .� NC�TES �- � � � Q � � � ° � � � � ° � � � � _ _.y._—_ � _ _ --- --- -- �_.—.— ��________---._____�__ �_ ___ ---- — --- --------- _ ____ _ ___ __------___._� ___—_.__ ____--____��_ � QUALITY ASSURANCE GENERAL NOTES � -� STA�'EMENT C} F STRUC? URAL SPECIAL INSPECTIC} NS AND TE�TINt3 � .; � � h aT �tUCTU � L C (� NC �i �TE � PEC �� L. � � � � EC�TIt� N � � . GENERAL: � 9A. SCOPE OF W4RK � iTEM FR�QUENGY STANDARD CRITERIA - TNE ODUNER WILL ENGAGE A Qt1ALIFIED INSPEGTIC?N AND TESTING AGENCY(S} T4 PERF�RM SPECIAL INSPECTIONS � � � REINFQRGING STEEL AND TESTING F4� ALL STRUGTURAL MEMBERS AND ASSEMSLIES a� NOTED HEREIN . � �- � - DURING PLACEMENT P ACI 31 $ 3.5, 7 . � -7 .7 VERiFY GRADE, FINISH , �IZE, BAR QUANTITY, - SPECIAL INSPECTI4NS ARE IN ADDITION TQ INSPECTIC?NS BY TNE AUTHORITY HAVING JURISDIGTIQhJ REQUIRED BY iBC � � LOCATI {JN , �PAClNG, COVER, HQ�K LcNGTHS, �Q � � "��GTI �N 110 . � � � SPLfC� LENGTH , SPLIGE LC?CATEONS, �END - REFER TO ARCHIMEGHiELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR AQDITI �NAL SPECIAL IN�PECTION AND � - PR[ C?R Td PLACEMENT QF 1Q(�% T�STING THAT MAY BE REQUIRED . �. � �' CONCRETE DIAMEI`ERS, CQATING, SURFACE CONDITIf�N , _ gpEG1AL INSPECTIC?NS AND TESTING ARE APPLiCABLE TO ALL REVISIONS AND/OR FUTURE WORK ADDED BY «� AND �UF'Pc�RT. � AMENDMEN i S TO THESE DOCUMENTS . '� `~'' � 0. � o - WELDING C AWS D1 .4 VERIFY ASTM A706 REINFORClNG STEEL. 98. DEFINITIONS � � � - FIELD BENDING P , AGI 301 3. 3.2 .8 __ _ �pECIAL INSPECTQR. THE AGENCY ENGAGED BY THE UWNER AND APPRCtVED BY TNE AUTHC�RITY HAVING JURISDI�TION � `'� � TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECT( UNS . y - COATED REINFORCING P AC� 3t11 3, 2 . 1 .2 -- � ��- - SPECiAL 1NSPECTION : INSPECTION PERF4RMED BY THE SPECIA� INSPEGTaR ACGORDING T(J IBG 2012 �ECTION 1704 � �" - M �CHANICAL �ONNECTaRS C ; ICC-�S REPQRT -- TQ ENSURE CQMPL(ANCE WITH APPROVED GC7NSTRUCTION L1aCUMENT� AND REFERENCED STANDARDS . I � - (P) PERIODiC } NSPECTIC�N : THE PART-T1ME QR INTERMITfENT OBSERVATI4N BY THE �PECIAL I �JSPECTOR DF WORK � "� BE1NG PERFaRMED . SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERF4RM�D . �"'� � � BQ�1'� AND EMBEDMENTS _ , .,,�, � - PFZfJR TC� PLACEMENT {�� 10(}°/a -- VERI �Y TYPE, FIN � SH , DIAMETER, LENGTN , C?BSERVATION OF' ALL WORK ( � Q4% VISUAL) SHALL BE MADE AT THE COMPLEI"It�N QF THE WC?RK. . GaNCRETE t�U,�NTITY, EMBEDMENT LENGTH , SPACING AND - (C) CdNTINUOUS INSPECTION : THE FULL-TIME QBSERVATION BY THE SPECiAL IN�PECTOR aF WORK BEING � � EDGE DISTANCES. VER� FY USE OF PL.ACING PERFQRMED . SPEGIAL IN�PECTC?R SHALL BE PRESENT IN THE AREA 1NNERE THE WORK IS BEiNG PERFORMED . �.� � � TEMPLATE WHERE SPECIFIED . OBSERVATION OF ALL WORK ( 1C1010 VISUA�) SHALL BE MADE AT TME COMP�ETION t'JF THE VUORK. �,,,,�, � � - 1NELDiNG -- -- INSPECT PER THE �TRUCTURAL STEEL TABL� 1C. DEFICIENCIES IN WORK , � � - CORREGT DEFICIENCIES IN WORK THAT TE�TS AND IN�PECTIONS INDICATE Da NfJT C4MPLY WITH TNE G{JNTRACT '� � CflNCRETE _�_�_ � _. _ DQCUMENIS AND REFERENCED STANDARDS. � � - MIX DESIGN EACN -- `1ERIFY �1SE 0� APPR{�V�D DESICN �1CXTUI�E �'aFt - ALL COST 4F' ADDITIUNAL TESTING AND(OR INSPECTI (JNS �aR C�RREGTIVE WOI�K SHALL BE 6t7RNE BY THE LY } TRUCK �AGN TR,UCK LOAD CC7NTRACTOR. . � - FQRMUVORK PRIC}R TO P � ACI 31 � 6 . 1 . 1 INSF��T FlRST POUR OF EACH TYPE ��RADE "�` PLAGEMENT C7F C4NCRETE �EAM , Cc��� M�l , STRUCTURAL SI�AB, SLAB-{��1- 2. �Ht7P FABRICATICINS: „ � ���K, �-��. ) 2A. GENERAL - PERFaRM INSPECTI �NS AND TE�TING FOR ALL SH{�P FABRICATED STRUCTURAL MEMBERS AND AS�EMBL4ES AS - �LACEMENT QF CflNCRETE C ACi 3 � 8 5.�-5. 10 __ NOTED HEREIN . SPEClAL INSPECTaR �HALL PERFC}RM SPEC(A� INSPECTIONS AND TESTING UNLESS THE FABRICATt�R IS - CURING p ACI 318 5. 11 -5, 13 REGISTERED AND APPROVED BY THE AUTH(�RITY HAVING JURISDICTItJN TO PERFORM SUCH WORK W{THC7UT � PECIAL � — IN�PECTION C3R FABRICATi4N HAS A CURRENT !CC-ES EVAL.UATION REPC7RT. - �HOREiFORM REMUVAL P AGI 318 �•2 FQl� �TRUCTk�RAL �L.AB� - SPECIAL INSPECTOR SHA�L VERIFY THE FABRICAT4R MAINTAINS AND FQLL4WS C�ETAILED SHQP FABRICATION AND QUALITY CONTRQL PROCEDURES, UNI�ESS FABRICATC7R IS RE�1�7ERED AND APPR{�VED. - AT TNE COMPLETION OF FABRiCATION , THE APPROVED FABRICATOR �HAI.L SUBMiT A GERTIFIGATE C?F CC}MF�LIANGE ...,. ' � ' �� .r,, ��� � �T� � � � � E� � � � � fiC? THE AUTHORITY HAVING JURISDICTION ACCURDlNG TO IBG 2012 SEGTION 1704.2 .5. � �� �4 : ����,�� `' fr. - APPROVED FABRICAT(7RS MAY PERFQRM TESTING Ni�TECJ HEREIN EXCEPT TNAT NC�NDESTRUGTIV� TESTI �IG (NDT} � �'°��':��;�; �� yU� ' '�c��' ITEM FREQUENCY STAf� DARD CRITERIA . �., : � � �,� ° ,�"� :::_ SHALL ONLY BE PERFdRMED BY PER�4NNEL WITH QUALIFICATIC�NS TNAT M �ET C}R E�CEED THE CRI7� RIA QF AWS C� 1 . 1 �., .� REINFt�RGING SfiEEL, BQLTa SUBCLAUSE 6. 14.6 AND AMERICAN S4CIETY FQR Nt�NDESTRUCTiVE TESTING (ASNT!') SNT-TC- 1A C7R ASNT CP- 18�, � ; ����� ti = AND EMBEDMENTS : �, ;, � : �� .�-y�, . .� r R ,� G j • :°. �n � - WELDING -- -- PEE� �TRUC�CURAL STEEL TESTING 2B. SH �JP FABRlCATI {7NS iNCLU �ED P : . � � , ������T� - SH4P FABRICATED STRUCTURAL STEEL INCLUDING STAIRS AND RAILIh1G ELEMENTS � � .� � � .:�� - SHOP FABRICATED COLa FC�RMED �TEEL ELEMENTS ::;;;� ,� , ' � ' ,.', .�,, :: .� - G�MPOSITE �AMPLE ASTM C172 C}BTAW AT P41NT 0� PLACEMENT. ADJUST pg��3/�p � 4 1 . fc < 5000 PSI 100 CY/MIX/DAY �REQUENCY A� REQUIRED Tt� PROVIDE MINENIUM 5 TOTAL TESTS PER MIX BUT NQT �1�C}RE THAN ONE SAMPLE P�R TRUCK L.QAD . � �N��B� �RC�I�TECTS, �'� - SLU�iP EACH ASTM C143 (�LUMF') �PECIF# ED SI�IJMP SNALL BE A� SUM�ITTED 1N ��������� �� � � �OMPQSITE TNE MIX DE51GN ± 1 1 /2" . PERFQRM ADDITIUI�AL SAMPLE TESTS WHEN �QNCR�TE CONSiSTENCY � � �� � � � "� ��r � � APPEARS i'0 CHANGE. � � � . � 4 �� u,�-�-� � � � �� � � � �.�� +�' �.. � € <. ;��`� $".Z' S M.>EN STRE�T<� �.1Ri�T C 1.C} S Eownrvr�q� CoW�as�an Ht &32 - AIR GONTENT WHEN AIR EAGN ASTM C231 -- 9�°.°��.�°�'' F[i5t 9?G.'a�26.6pDSi ENTRAINMENT IS SPECIFIED G4MPQSITE PRESSURE METHQD SAMPL.E - TEMPERATURE cACH A�TM C1064 REQUIRED UVHEN A1R TE��IPERATURE IS 40 ° F � GOMPQSITE AND BELQW OR $0° F AND ABQVE. � � � SANlPLE AND �Q SC11L.S SPECIAL, INSPECTIC� NS °�"" MINUTE ITEM FREQIJENCY STANDARD �RiTERIA � INTERVALS - COLQ WEATMER CURING -- A�TM C1074 REC�RD MA>4IMUM fiND MINIMUM CC}NGRETE SUBGRADE � c� - EXCAVATfC7N P VERI �Y EXCAVATIt��I� ARE EX7ENDED Tt� TEMPERATURE DURING CURING PERIt�D , WNEN THE PRt�PER DEPTM AND HAV� REACHED � � DAILY AVERAGE A( R �"EMPERATURE 4F 44 F OR THE PROPEF� �EARING MATERIAL � �"° BELQW !S EXPECTED FQR 3 SUCCESSIVE DAYS � � DURING CURI �IG PERIQD . - BEARI �IG MATERIA� P SQILS I�EPaRfi VERIFY SEARING MATERIAL 1 � ADEt�UATE TO ��, , � - CC}MPRESSIVE STRENGTH EACN ASTM C31 (6x12 TEST QNE CYLI [� DER SPEC { MEN AT 7 DAYS AND ACHIEVE THE DESIGN BEARING �APACITY CC}MPOSITE SPECIMEN�) TWO CYLINDER SPEGIMEN� AT 2$ DAYS. IF � � SAMPLE AND ASTM �39 DESIGN �TRENGTH 1S N4T ACNIEVED AT 28 CUNTROLLED F1Ll. �� � DAY�, TEST REMAINING CY�.INDER AT 56 �AY�. - PRIOR T4 PLACEMENT P -- VERIFY SUBGRADE HAS BEEN PRC}PERLY � AGCEPTANCE CRITERIA PER AG ! 318. PREPARED �, � STRUCT'URAL Ct�NGRETE T�STING Nt�TES: - PLACEMENT C -- VERIFY U�E C?F PROPER MAT�RIALS , DENSITIES, r� 1 . NONDESTRUCTIVE TESTING MAY BE PERMITTED BY TN � ARCMITECT, BUT Wlf..� NQT �E USED AS �4L� BASIS FCJ� CdMPACTION, AND LIFT THICKNESSES � APPRt�VAL OR REJ �CTI4N QF DEFICIENT CC}NCRETE . S(71LS SPE�IAL INSPECTIfJN NCITES: 2 . REPQRTS {�F COMPRES� IVE STRENGTN TESTS SHALL CC�NTAIN THE F�LLQttI�ING INFaRMATIQN : DATE OF C�JNCRETE 1 . g�� CIViL DRAilUINGS ANDIQR SPECIFICATIONS FC7R ADDITIONAL EARTHWOI�K AND UTILiTY 1NSPECTION REQUIREMENTS. PLACEMENT, LC�CATkC}�! �� CONCRETE BATCN IN W�RK, DESIGN 28-aAY CUMPRES5IVE STRENGTH , �ONCRETE SUPPLIER �. ��E C1VIl. DRAWINGS AND/OR SPEClFICATI4NS FOR GLASSIFICATIUN AND TESTlNG REQUIREMENTS FC7R Ct�MPACT�d F1LL AND MIXTURE ID NUMBER, TIME OF BA7CH AND PLACEMENT, AMBIENT AiR TEMPERATURE, SiTE �DDED WATER AND AND/t�R CONTRO�LED LUW-STRENGTH MATERIAL. ADMiXTURES, UNIT WEIGHT, AND AS REQUlRED BY ASTM C39 . � � � PRC}JEGT: 13 . 02� 1 . 5 . 0 'I � DR1aWN BY : KH c�i � DATE : 09.092013 � �- � REVISIC) NS : � � � � � � PRICING SET � 09.fl9.2013 —.. PERMIT SET 12.09.2013 PERMIT SET REVISION 02.14.20� 4 � � � � �� ��� ��� � PRIGING SET REV1SlON 02.14.2Q14 `� � �� � at , " ,� � � & � � z �� k� � ���� � �� �� �� �. � �� �� �.� �. . _ _ o � � � �� �� �� ��. � � ��� �� ��� ° � � �� �� �`� � �� ` STEEL PACKAGE #1 08.13.2414 PERMIT SET REVISIQN 07.03.2414 q � � ° .---� .°��'-°G �E� CD PACKAGE #1 07.25.2014 tt� � � '��� s �..�. �� � _� � � �..��,� � �y � � $ ����� � � PERMIT SET R�VISI�N 09.23.2014 � �� , _�.,�w: �� �` , v�,v ��`� �i � . ...�...�..�. �, . ...�..� . .,.��,..._,�,�,...�...��,,.�,. � (,�j} CP) � � � ' � ° � A� SURAN � E � � � � � � � � ° � `' � [� O � � � � � ____ ,� — � �_�_____ __.. -------- --- _ ' _ - -- - --- ---__ —_____—_ —__—___—_—_—__—_ ___ __._ _._. � ---- ---_ ____ _ _ _ , _ _ _ _ __ ____ ___ _ - ---- _ -- - __ _.___ _____ _— _--- - __ _ __.�� __ ____— __--- -- --- ----- - -- -- --- - - --- ---�� � � > I ST �iUGTU �AL METAL QECKING SP� ECIAL INSPECTIC� NS STRUCTUR,�1,1. C � LD F � �N� EC� �T� EL � � IN � RE �T � C} NS STRUCTURAL STEEL SPECIAL INSPE �TIONS � � � ITEM FREQUENCY STANaARD CRITERIA ITEM FREQUENCY � STANaARD CRITERIA ITEM FREQIJENCY STANDARD GRITERIA �„ � METAL [�E�K FRAMING PR10R TO START QF WOF�K � � a META� DECK P -- VERIFY TYPE, GAGE , A�fD LOCATION - MEMBERS AND C(�NNECTCONS P -- , �ERIFY TYPE ; SiZE , LfJCATIflN , SPAGING - PR10R TO FABRICATIC?N OR -- -- VERIFY PLATES AND SNAPE� C4NFCJRM Tt� � � `� - ATTACHMENT P -- VERIFY ATTACHMENT TYPE, SIZE, �PACING, - BRIDGING AND BLt�CKf (�G P i -- I VERIFY TYPE , LQCATIQN , AND ATTACHMENT �R���� n� ASTM STANDARDS SPECIFiED , REUIEW `''' � � AND EDGE DISTANCES __ MANUFACTURER S CERTIFIED MILL TE�T '�`° - FIELD GUTS AND NOTCHES P � N� CUTS QR NOTCHES THROUGH SECTfQN REp4RTS OR CERTIFICATE QF COMPL.IANGE �" � - FiEL€� � UT� AND NQTGNES P -- VERIFY GUTS OR NQTCNES THROiJGN SECTION . FLANGES PERMITTED . ,,� � ARE REPAIRED . __ - PRIflR TO BOLTING -- AISC 360 / VERIFY BC7LT ASSEMBLY CQNFORMS TfJ A�TM ' '�' - SPLlCENG P NQ SPLICING OF STf�UGTURAL MEMBERS RCSC SPECIFICATI4N STANDARDS SPECIFIED REVIEW CERTI �ICATE 4F �" e� PERM4TTED 11NLESS S°EGIFIED ON THE ' �"', c� �; WEL[�E� ,47'TACHN� ENTS �aMPLIANGE, �BSERVE PRE-IN�TALLATION �' � CflNSTRUCTI4N DOCUMENTS . � � - PRIQR T4 tN�LDING -- AWS D1 . 1 /D1 .3 VERIFY FIL�ER MATERIALS, UVEL.DING VERIFICATIaN TESTING QF PR�TENSIC�NED '� � � PRC7GEDURES, WELQER QUALIFICAT! ONS , ANQ - PUNCHOUTS P -- VERlFY SPACENG REQk� IREMENTS FROM FA�TENER ASSEMBLIES , V�RIFY APPR�JPRiATE � '" MANUFACTURER'S CERTIFICATE OF GC}MPLIANGE BE,�RINGS AND CONNECTION� AND REfNF�RCI �lG FAYING �URFACE CQNDITIC7N `"�' � t� IS USED WMERE REQl1 ( RED - PRI (�R T0INELDING -- AWS D1 . 1 / VERIFY MATERIALS, PR{�CEDURES , WELDER � � - [� U�IN� iN��� fNC P A1NS D1 . 3 - AISC 360 QUALIFIGATIQNS, AND R�VIEW CERTIFICATES � - AFTER WELQINC'a 100% VISUAL AWS D � . 3 -- , WELDE� ATTA�HMENTS t}F GOMPLIANCE ��� � � SCRE�VED ATTAGHMENTS - PRIOR TO WEL� ING -- AWS D1 . 1 /D1 . 3 VERIFY FILLER MATERIALS, WELDING � � - FASTE�lER P -- VERIFY TYPE, DIAMETER, LENGTH , SPACING AND PRC7CEDURES , WELDER QUALIFICATIC�NS, AND FRAMI (�G ' `�° � � EDGE DI�TANCES , MAI� UFAC�`URER'� CERTIFICATE OF Ct�MPLIANCE - DURfNG ERECTION P -- UERIFY IN�TALLATI {�N QF BRACING AND ! , , ---�--- - �TIFFENING, MEMBER L�CATfON�, AND �� � - SGREW ��NETRATfC}N P -- VERIFY MATERlALS HAVE B�EN DRAWN - DURING 1NE�.DIN � P aWS Q1 . 3 CC�NNECTItJN� . REPORT ANY UBSERVATION C}F `� TOGETNER AND 5CREVUS ARE FULLY DRIVEN - AFTEF� WELDING I 100°lo VISUAL AWS D1 .3 -- � KINKS , BENDS, (7R OTHER DAMAGE . � � WITH A MINfMUM PENETRATIQN OF 3 THREADS - CORR45{ ON RES{ STANCE P -- W�LDED AREAS RRE TO BE TREATED WiTH �► �,. � TNROUGH THE LAST MATERIAL JOIN �D . TREATMENT APPRflVED TRE�TMENT TO MATCN CORROSIt}N DURING BQLTING � � - DAMA�EQ SCREINS P -- NO PC}PPED SGREW HEADS (JR STRIPPED SCREW RESISTANC� OF EFFECTED AREA - SNUG-TIGHTENED JQlNTS P AISC 3601 UERIFY �ONNECT�D MAT�RCALS HAVE BEEN . � � RCSG SPE� IFICATI �N DRAWN TQG�TNER AND PR(7PERLY SNUGGE[� . ``�' ARE PERMITTED. ALL DAMAGED SCREWS SHALL �����y�Q A��-a�����Y� _ � BE REPLACED . - �RETENSIONED AND SLIP- P AIS� 3601 VERIFY PRaPER USE OF PRETENSIC}N METNQD, � - FASTENER P -- VERIFY TYPE, DiAMETER, I.ENGTH , SPACING AND �RITICAL JOINTS RCSC SPECIFICATI4N VEf�IFY CUNNECTED MATERIAL� HAVE E3�EN POWER-ACTUATED FASTENERS EDGE C} ISTANGES DRAWN TOGETHER AND PRUPERLY SNUGGED . � - PR(�}R TO l �1STALLATIUN FIRST UF EACN I �C-ES REPC}RT VERIFY TYPE, DIAMETER, LENGTH , FfNISH , AND - SCREtN PENETRATION P -- VERl �Y MATERIALS FlAVE BEEN dRAWN FASTENER TYPE BA�E MATERIAL. c TC}��1'NER A�1D SGR�WS ARE �k�L�Y DRIVEN DURfNG W�LDING AND BASE � WITN A MINIMUNI PENETRA7( flN �F 3 THREADS - SINGL.E PASS P AWS D1 , 1 -- MATERIA� THROUGH THE LAST MATERiAL ,J�INED . �'II�LET WELD < 5116,� - DURING INSTALLATICti� P 1CC-ES REPQRT -- - DAMAGED SCREWS P -- N� P�JPP�D iCREVU HEADS �7R STRIPPEC} SCR�W - SINGLE PASS FILLET WELD C AWS D � . 1 __ a AFT�R 1NSTA�LA`CIUN 100% VISUAL -- VERIFY MATERIAL� HAVE BEEN DRAWN ARE PERMITTED . ALL (�AMAGED SCREV1fS �NAE..L > 5/16'" AND MULTIPASS FILL�T WELD , � ' ` ', ,.+.� T(JGETHER AND FASTENER HEAD �TAND-OFF IS BE REPLA�ED . ; " R ( � �y.`,> ,� ~ /�*��� . s �t,l �, y- ".�*�' I'// . ACCEPTfiBLE ( FULLY DRIVEN} . - CQLD FORM �D STEEL P IG�-ES REPQRT VERIFY TYPE, NUMBER {�F FASTENERS, AND - PAR�'IAL PENETRATION C AWS D1 . 1 -- :-: �`�,'����;�; '� ��,��'���''.� ;_.` ASSEMBLIES � INSTALLATdQN 41� CC��lFC7RMANCE WITN ICC-ES GROOVE WELD :; �ry }� ` _ } � -u v ���YM •y . ' j �� P�RT - COMPLETE PENETRATIQN C AUUS D1 . � -- � -� '�� ;� � = � GR(�QVE WELD � �'� , n.`: � :�.�� POWER-ACTUATED FAS�TENERS - PRIOR Tt� INSTALLATIt�N FIR�T 4F EACH ICG-ES REPORT V� RIFY TYPE, DIAMETER, LENGTH , FfNI�H , AND - SHEAR CONNECTOR, HEADED P AWS D1 . 1 VERlFY TYPE, SIZE, SPACING, ANa LQCATI4N� ��`� ' r .r� � :. , f = � .� FASTENER TYPE SASE MATERIAL.. ANCNOR STUD (HAS) AND . �� �' ' ' " ` � � � ��. AND BASE DEF4RMED ANGH4R STUD (DAS) ��������� �` MATERIAL AFTER WELDING - DURWG INSTALLATION P fCC-ES REP(�RT -- - SINGLE PASS 100% VI�UAL AWS D1 . 1 -- c� KH�U��� A�C��1'��I`5, �C - AFTER INSTALLATIC}N 100% VISUAL -- VERI �Y MATERIALS HAVE BEEN DR�WN FILLET WELD < 5I16° ��������� �� � � TUGETHER AND FASTENER HEAD STAND-t?FF - SHEAR CUNNECTOR, HEADED 104% VISUAL AWS D1 . 1 VERIFY TYPE, SIZE, �PACING, AND LOGATI{�NS ��� � ,,�, �-�- r � � � � �-�-� � ANCHaR STUD ( NAS) AND = � C � � � � L�� � � �� G;�, ��� � {S ACCEP1'ABL.E (FULLY DRIV�N) . �,� � �., � � DEFC?RMED ANGN (�R STUD ( DAS) � � � � 22� MAfN 97R$�T. UNIT C Sf} 1 E�uuae�xc��. Gti�vre.iora il 1 6�2 97C1.9.:.G.5190'7 F<ti% 9?C7.�26.6OR0 STRUCTURAL �T � EI. TESTING �" � ITEM FREQUENCY STANDARD GRCTERIA/REMARKS � � �� .� WELDING �C� � - FIL.LET WELD 10°10 ASTM E7U9 NC}T REQUIRED Ft�R SHC7P WELDS � MAGNETIG PARTIGLE PERFORMED BY AN APPROVED FABRICATQR �,;, _ c,� � - PARTIAL PENETRATIQN 100% ULTRA�ONIC C�R NC)T REQUIl�ED �OR SNOP WELDS � � � GROt7VE WELD RADIO GRAPHIC PERFORMED E3Y AN APPRC}VED FABRICAT�}R � :,,� � � - CC?MPLE7E PENETRATI4N 100°fo UL.TRA�ONIC OR FREQU �NCY MAY BE REDUCED T010% � .� GROOVE WELD RA� 14 GRAPHIC WHERE WORK IS PERFQRM�D BY AN � �, � APPROVED FABRI�ATaR � .� � - SHEAR GONNECTUR, HEADED 1 % BEND TEST, AWS D1 . 1 �ElVD 7`EST: P�R AWS C}`! . � BENT STl1D (Tt��QIIE � ANGNaR STUD (NAS) , DEFURMED 100% RING TEST SECTION 7 TEST FOR THREADED STUDS) ACCEPTANGE �` ANCH4R STUD ( DAS), 1"HREADED CRITERIA. �' STUDS R1NG TESi': STRIKE WITH HAMMER, IF TN� STUD �+ R1NGS, STUD IS ACCEPTABLE. IF STUD D4ES NOT � � R1NG, PERFORM AWS D1 . 1 BEND TEST. '� � STRUCTURAL ST�EL TESTING N07ES: 1 . THE WELDING INSPECTOR SHAL.L HAVE THE AUTMORITY TQ REJECT WELC7ME�ITS. SUGH REJECTIUN MAY BE BASED ON VISUAL INSPECI"It�N WHERE IN THE fNSPECTC}R'S QPINi(�N THE WELDMENT WOULD NOT PASS A MC1RE DETAILED 1NVESTlGATIC}N . 2. IF DEFICIENT WELDS ARE DISCQVERED , THE REMAINING UNiNSPECTED WELDS SHALL RECEIVE SU�H ULTRASUNI � OR MAGNETIC PARTICLE TESTING AS MAY BE REQUIRED BY THE ARCHITECT AND ENGINEER. A�L. C�7ST C�� ADQiTi(JNAL TE�71NG SHALL 8E SORNE BY TNE Ct�NTRACTOR. � ; 3. REPORTS QF WE�D TESTS SHA�L CQNTAIN THE FOLLOWING { NF�RMATION : DESCR1PTi (�N 4F EACH WELC? , InENTIFYING PRpJECT : '13 . 029 � . S . t3 � � MARK OF THE RESPONSIBLE WELDER, CRITIQUE OF DEFECTS NOTED �Y VISUAL INSPECTION {�R TESTING, STpTEMENT t?F pRA1/VN BY : KH � AGCEPTABILiTY PER AWS STANDARDS . 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AT "STEEL � � , � � p _ _ i � .� _.__ � _ �. _ �_ _ � _ ____ __ _ . � T _ _ Ti _ � _ ____ _ � _ �'! � _ � _ _____ - -� - - - - _ � _ - - - - _ �— - „ ,� --s � � � �_ __ - - - �._ __ '_ ._ _ _ _ __ _� _ _� _ _--- - — - - -- W�LLS PR4VID� RETAINING �NI��L WiTH 3/4 HDG APPRUXIMATE EXTENTS t�F � � � � i ' � 3'"9° ' � � �, � PLATE AT EXPOSED PORTIC}N QF WALL. , � TEMPCJRARY EXCAVATIUN , '�`' � U � ; � �---- � STEP T/WALL FW3 � � 3 -� MAT � ATTA�HED TO WALL WITH 3/4°� HAS AT 12" C}C. SHORING WALL BY COIVTRACTt� °� � � � STEP TIWALL � � � , � Ft�UNDAT1t�N � � �� � � ! k C} ' � i ii k � � � ��� f ! a7J i �IYI � I i � � _ 1 ; � r- I T/WA�L= �5 - 1 ( � ��_��� ; L .... .� �.. ..�. TYP � � � �.q. �. � � � P_ -------�- ..� � � � .� � � � ... � .�. .� � .... .... _.�. ..,. �. � 1 � S�E 5/5340 �, � C I ... � � ° ` T/WALL= 84' - 2" � i ` "� � �- _ _ _ _ _ _ _ _ _ _ _ _ _ _ -+-- - - - - - - - � - - -� T/MAT = $g' d" TIMAT = 94'-6'" ' � ' ' � ,.�.,, � � � � " - - _ _ _ t _ _ _ _ _ _ _ � - - - - � � � � � � �, � � e � � � ` 7 -5 � ; f �'�� STEP - - .� _ _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - � �1 '_8" ; .� � i s ' ` r / i � T/MAT ' � ' T/WALL= 130' - 11 1 /2"' � i- � -�: � i � _ , „ , � T/WAl.L= 9Q9' - 21 /2"' � r.;� r- ; - - - - -- �.. - - -• - - - - - -+ _ _ _ _ _ -� - - _ _ - ,- _ _ _ - _ _ - - - - - - - - - - - - - - - - - .� � # � T/WALL= 130' - S1 /2" 1 i �'� �'' � , � TtWAI.L- 98 - 7112 � m � b. � , ; � � � _ � T/VUALL= �1 (l9' - 1 1l2" ' i ' ` ' � ' i i ` `�'' ° ' ` ' i � � � � � --����� �i ��., � ; � STEP TIWALI� - � _ �„ �- �, "' . _ ____ - — - — - r` _ _ ____ _ �... _ � _ � _ _ `� �' _ _ ! _ ____ i - - - - # - -- - - - - - - - - - - ---- - -- - `� - - - --- _ _._ _ — _ _ -- _ ;_ _ _ — _ — _ .— _ _ — _� -- - - - �- -�- - - - - -- - - r., -� _ __._ _ �`j • '"— � � � _ � _ .�._ - -�— - � _ _ Y _ �- — _ _ , � �_____�...r._. � c� -- ���� �t��� _..__....--�- � � • _ --- � � ,..,a . _ I �VV � f` VV � � � ._._.. _w., � � � � � , � � � ; \ T/INALL= 127' _ 0° � i FW7 "' i � i � � � , � FUU1 � , � T(iNALL= 106' - 6" ' j ; _ _ � ; a ' �. � -,,.� - - - - - -' _ � ,� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �, ; � - _ _ _ _ ���.'� .,� 1 i _, T/WA�.L= � 02� _ 6" o i r � °2 � � 3'-0° ' � 3'-0"' � � � ; � TIINALL= 99' - 91 /2" 6 ' -� ' I � --- � ° � `[ TIWALL= 109' - 4 � J2°' ' ; ; � , � �F� � ' ' „ ; , „ B/UUA�L= 110' - 0" � r� ; ''�". � i � i �.��... f � � , � � � J � � I � 8 i B/WALL- 110 � 0 8 i _ ,� � ' P , ' � � � ! � � j � C�'�I I � f i � LLI i `� '� � � i ' � ' � � � � I ' i I I I � I �{ j � I— F— i � � I � � � � � I I I I � I � � ( € i � � ' ; � f" � � � � �r +.iiw ... ,... .h .,.. ,.� ... a. .rr �n.�. .... .... .... «... ..w. ,.... ,.in. .�I ( r-- � �� �� s �� � � i � � � � ; E � � W i I 1 I I � i � � � � ! t�I� i t j � r � � I B! V YA��.. = 1 VU�_��r i I � � � , � ' ; � ' � ; ; TtWALL= 138� _ 7" � � , � BIWALL = 97'-6" � B A l.= � - � , — � � _ � � � � � i � � ; BTWN BEAM Pt�CKETS i � TNUALL= �12T _ 4�� � �- _ _ _ _ _ _ � _ .i .. T - - ! _ _ _ _ .,.� _ _ _ _ � _ �_ _ _ _ _ � _ _� - � �� � . . ' i , , ' ' ;, ' . � I ! I 4 .;��:'.< • � . � � � � � E i SEE �1 / S21 �1 � i � � _ �_____ _ _____ � � ` >. � ��tz�' �''' i<. �, � ; � l � ! ! r ' STEP TIV1iAL� � - — _ - ,____ _ � _ ____ _ � _ __._ _ _ _.._ _ .� ____ � F , ��,�,; ;. ,Y ,��.�,'� � i k � i � i � k � � _ _ _ _ _ _ _ _ � - - -1 - - �W�J - - _ _ _ L _ _ _ _ -- _ - - - - - - � � t : ��'`�� ���,�. ,�,����,.a� : � � � � � � � � E , t 3 ' ' � � � T/WAI�L= 127, _ 0�� � � , � �� � � �4�� � �;< �_ � E � � � � � S310M � � F \S3�flM� � i � � � �� � � � � .G �y�, � ' � � }7 e� "�+.. .` �i ( z ,� , �� ,� „ � � i �f 4 e� y ��._,.- i � � �, � �� STEP TIWALL j I � -�,, .�' u��-� � � � f f O � � � � � �,„�t�" . 3 � } I t � —� � °''� � � i i �}� i 1 ! � � � -�? � '� �����= � ��i� - � � ��r� I a ' � � , `���'..� . { ` � . : ` p I � i � � � � I 4 � ' _ � j = � � , ��::.:.,: ; , , , �. ., ...,:::�.: � � I � "�►- , � , i i i i � + , c� � � � � + ' ' � T/WALL= 103' - 21i2° STEP B/WALL � � ' i � � � � � SEE 1 / 5211 ; � � I � � � 09123/2014 I 4 � i.f? � ( I ! ; I 1 � q / I ( 1 � I r 1 � 1 �g� �} ,qp�^ }��+ � ( tr — F .. �� �lVV���= � � �1 - ��� f 1 I � � i_t_ I � � �� TF�iT� F�1\t����S,. CJ� �� � � g�� g � � TIVVALL- 109 4112 � � � , � � , � � � i � _ �� � i t S�'EP T/WALL � � � ' i i i T/WALL-- 102' - 6112" � _ �� � i s �_ �� , T/UVALL- 99 9 � 12 , � , , � TIUVALL- 126 51 i2 � � 1 2 � �����I��� �� � 2 � _ � , _ � ; � � � T11NALl.= 97' - 1 a 1 l2" � � � FW7 �, � � , ��� � � �� r,� �, ��r � � � t� � ��i r� �� , �'����'} : ���� _ _STEP�CI�VAL,L_ _ _ � _ � _ _ ' _ ____ � _ � _ ____ _ —. _ ._._. _ _ _ ____ _ — _ _ ____ �- - -- - - -- � - — - — - — - ____ _ _�_. _ _ _ � _ ,� _ _— - ____.. _ T - ,— - — r � _ ___. _ ____ - — - — - STEP T/WALL. , � � w �� � � � _�� u �TE�; � � � G , �, � �� � � � � - _ _ � � � .. — I— — -�-s � � C �,�, �� � x 'E`^ '�„^�` , ;, _'� �� 225 MRIH �TREET. UI'UIT C 1 Gl 1 , ��z�. ���.�� � �, � � � • � , � � , - ► TtUVALL= 115' - 10112"' !_... ' ...._.��__, =! � En�«���. �a��,A�� 8 , ��� i � �� - � , i i E , u? i r_._____.� STEP T/UVALL i _-.�__.._.__._ ���.gY�.���� 7 � � i i � T/WAI.L= 9$ - 101 /2 � V � FW1 _ � FV117 i ', � � � i 'rv � i � � �' ��x p��,��b.�o�� s3io � � TIWALL- 98' - 71 /2" � � � 8'� � � STEP �. � - - - - - _ ' _ _ - _ ' - - - _ _ _ w ' _ � _ � ' � - - - - - - - - - � r - - - - - - -- - - - - - - - -I----- �TEP B/WALL T/WA�L= 119� _ �" r � �" ' _ .�.._ ` ' � , TIWALL �— STEP i � �-- STEP TlWALL= 114� _ 1 �� � � � �� � ' � � � � BiWALL = 97 -6 � � � , � � ; � TIMAT � ; T/MAT � � ; � ; � � � � ' r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � . _ _ _ _ _ _ _ _ _ _ - - - _ _ _ _ _ � � , , � , � ;;,,� � � i a L .� ,�. �. ... ..r. ....i..� �. � �. ,... ...Y .�. ... ... ...� .� ,... .� ... ,... � .� .� � �.. .... ... .. 3 "('\/(� � i a � � � � ! � r. _ — � _ � �� �rn w�w ws r arr � +s� i� ers �wr� wrs as oo �� �� aaw �w � e n� ' a � 1 I I- � � . . STEP TNUAL.L � � � STEP TIWALL � � ""�"' � t ' � TIMAT - 89'-�" T/i�1AT - 94'_6,� ; i s3�o C , � � � � F 2'-2" ' � � � � i � TIMAT = 84�_0,� � - �- _ _ �TEP B{WALL i i r� 1 � � � � � , � i � � � ;"� � � , , - - - �. _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �. _ _ _ _ _ — — - - _ _ _ _ �. _ _ _ _ _ _ _ _ _ a , � � � � ; I �,; �, ! � ` , � , � � { �- r � � � � � � i � � E � � �s, ' � BIWRLL = 10t��_6,� � � f � � � i � ' ; ' T1l1VALL= 1 (}2' - 6'" � � � � � � � � E � r � ' i � � � , � � � � � � � ► � i � � 5 , � t � � �,,� ,,..� �� � i S31t?M i i � � j j � � t i i i ti � � � � �,'�„ + ( �� � i � � E � 4 i I- - -{---�-- STEP B/WAL.L � i � I � �= r t � 1 i � � � � ! � � � � � � � � � i � � � � gr # 1 � I I I $ t ' - - - - -�- � — �— i _ - - - - - - � _ �.� _ � _ � _ n _ _�— (_ � � _ � _ � � � C—"��8 1 I � � ' �n i � a � � � � s 6 � � 1 � � 1' � I ; i � �'t � � � i ( f 1 � � ` f � i1"4 � � 1 � I � 1 � � � � � 1 " i `° �' --� � i � � � � � � ' � � ' � � � � �`7' �' ' � i � � � � � +� � � � S i � � t"" � I 1 I � � � �� �� �� � � ' � ( I � � � � ! � f � � � � � � � � � �� � ��� � � �� h��t� �� x � � � � i i 3�"��� � � i � � ; E i i i ' ; � �� � � � � � � ���� i � i � t � S313 �� �� � � �� � �., � s � � �a � ' � 1 , 7 91 � � ' � �° � ° � .�...� ' � 2,_2" � � � � � � � � t.� ° rw. � . �.�a � . � ,� �� � i i � i i i i � f �� � �� � � .� �� _-- .u._.:. �.� _�. � iT/WALL� 109' - 1 1 /2" STEP T/WALL ; � � ' ; 21 /2" 2° � i I � ��� .� �..a:_,�.� ,,_.� .. r.,� ..�.�.� . � � 1 ! 1 � 1 � � � � �M C� .�.F,. � �� �� � 1 ,� �.�r� � � i TIW/�LL= 85,�,� �� i � , � � � i 61l2" i � � ' i s�� 2 � � � �`' ° � �. .�_.. _ �..�n��.�... .��,��.�.� , � FW1 _ i � i e i � � s � � i � .`_ [� - � � � � � � ' i i c� r- `c' i , , � � 1 �, STEP T/WALL ----� —� f _ � c� � i i � ° � ' � PRC�JECT : � 3 . 0291 . 5 . 01 � � � �', I � � � i , B/WALL- 103 - 6 � r � � � � ` `� ; ' I ' ; � e � � TlW1�LL.= 1 � 5' - 10112"' � , � � � RAW . KN �_ o � J I � i 1 I 1 � 8 ¢ � � � , 1 � � ' � ' ' � D/1TE : 06113/14 � � ► _ � ; 1 ; �.- t ; � ; � ; , � � � � � ��� ; � � Q o � ' � _ � „ �'-�' � � � STEP T/WALL — 2'-2" � I i ' i �� �� SF �I `-`- 2'� � � "' REVI � ION � : cn � � � � � T/WALL- 98 - 7112 � i , � � „ f � t f � _� _ _ _ _ _ _ _ _ _ - - - - - FW1 _ - - - - - - - - - - - - - - - - - � , I � c,�v �- � � , � �" , � � , TMlALL- � 16 - Q , , 1 , � I � ����� � � PERMlT SET REVISION 0T.03.2014 u, °? � � ° �, - - - � - �. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � . - — - � - — - — - — ..� _ _.._. _ ____ _ _ � _ __._ _ � _ � _ ____ _ � _ .� _ . cQ �AC��E #� o7.2s.2a�� � ca 1 ' STEPT/WALL FW3 ; � � FUU3 � � � � � iSEE MAT FOUNDATICJN 5TEPTIUVALL � , , -. _ � � _ � ' pER�trrsETR�visioN 09.23.2014 . . �u _ ' � i ' ���.� ' � � � ° c�, � �n � � � � �^ � _ _ � _ _ __.. _ � _ _ _ _____ _ � _ � - - - � - - - _ - _ _ - - - - -�--- _� STEPTIWALL ALTERNATE � C�TES ON 5001 STEPB/WALL i - - - - - - - _ _ _ � _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ � � °� � � � � �� _ �_ � � ' f � � � _ � _ � ._ _ - i__ � � � ' � � ' STEP T/WALL ' � � � t-�— � � � `,' c�' � � � t� �.�'i.. � STEP BIWALL � I � � � I � � ' i i _ � � i I FOUNDA�'ION PLAN NOTES .... ' .� ' ,�. ... �. ... .� � � � ' � �� .,.. ... ... ... ... .... ... ... � � � �. ' ..�. ,�... ... `..I :;�. ;�. � � , ----�- , "'�'"' { ?'B/VUALL= �106 - 6 ' ' , � i� , - _ _ ' ' � ' ' �TIWALL,= 117� _ 6" y I �/--� � �' � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - L - - - - - ! � - _ �, �. - - � � - - - _ _ ..._ _ - - - _ _ _ _ _ _ _ _ .� _ _ _ _ � � 1 . SE� �QSERIESSMEETSFaRGENERALNOTES � .r.� .... �.. ...,. a-- � .�. _.. ..... ,� � � .... ,�. .... ._ ._ � .... ... � � � J. � .... �. �.._ � � �. �. �. � �. .... .... ._ � �-- - i � �� r ,� i � �� i T/MAT - �6'-1 �" � TIWALL- 109' - 1 1 /2�� , , , � i � �1 � � 1 -0 1 - 1 1 -6 TYP �- � STEP � � � i T/MAT = 84 -0 S�'MBOL� AND ABBREVIATI4NS . ' _ _ T/MAT � � � ; � ! 2. SEE 3 SERIES SHEETS FC}R TYPICAL C4N�RETE 21 /2° 2112" � � SE� 5/5340 TIVUALL= � Q9' - 4112° � i i � � � DETAfLS, � � � FW6 0 ' ��,�-�--�' 12" THIGK FND SLAB W! ' � , � � � � � � � #5 a� 12" OC EW T&B � T. � , , � 3. SEE �310 F�JR TYPICAL �'OOTING DETAILS . _ _ � _ ____ _ � _ _� _ � _ — _ _ ____ _ ____ _ � o ! ! _ ____ _ �____. .� _ � _ _ _._.. ,� _ � .— _ , cr; r.� 4. SEE �313 Ft3R TYPICAI. FQUNDATIflI� UUAL.L , � �' � I E DETAILS AND SCHEDULE. � �, � � FC� UNDATIC� �I PLAN �' � 10", 13'- � 1 " � 6'-$ 1l2" � 1 �'-10112" � 1 '_9'� I � _ _ ' � ' , ' o � � � 5. SEE �RGH FOR T/STONE LEDGE ELEVATION� _ � _ _ _ _ _ � _ _ _ � � WI MAT - - - �, . _ _ � `� � � � � �� ��� � � A � � ��M. � � 6, SEE /�-344 FQR SiT� RETAINING WALLS g o � � `� � � v �� �� w 9' 22,_3�� 5�� �' � c� c� � 1 /4 " = 1 "-0" � C� C} t� ' ° ��. PLAI� N�RTH � � � � __— e� ______� �__� � — _-- -- � ________--------.._�_-- — _� __ �_ ---- ------ — _ —_— ____ ____ _— ____ _ � � � � � �� t 1 2 3 4 � 5 6 7 8 � � �, � f 107'-41I2° � � ` 13`- 11 ,� ' 6'-81 /2'� ' 15'- 1Q 1 /2,� � 21 '- 1Q 1l2" ; 26�_9�� � 6�_Q„ � 16"-3" ' � � f � i �' � 11 '-2" �,., "� � � � ' t � � � �-- SUMP PIT FOR PERIMETER � � ' � � � � �',, � � DRAIN SYSTEM . SEE GIUIL � ! � I �, � � � i i i i I � I � r-�,. � e � � i ; » � tj I F l i y � � i I ��.�..,... I 1 � � : � r � , . . ,�. , „ , , ,� � ' � 1 � , � � � � arr�„� .�, �� ;=:, ° # � ` � ] !`:` � ' � { , I I I . „ , [ . . - . . ., . • _ � . . . ,iY �t � j ! �S�IYf � � . ....._�_. w :�.w.r. . w �' �.,�. ;` ��- . , u . w.-r:� � '�..ea ...1. =.m..xyw.m' ...0 s,s-:i .a-L ne.--..+e..r.�� � ._ �� _ T_ _ __ _ �_ _ �_ � _._ + � n.rq. � , �."� , . . : �� . . _ :: . � � � � C� - �... x- , �� t.�° � � � � f i � ; 1 � � � Cj � � , t ;'. :� ; � ",,,,.,�;.. � � � � t � . .� � � �� � � � ..� � �� i � � � . . �� , � �:,� � � �....,�� � i � �� � , � ; � � � � E � � � �,� r � � � � i i � z�� � � � : , � 1 i i i i .�,. - ;��J,� .�. � i i ; � . ' � T�� s31oM � I � �iw� � r^�—� � � � :'� �� . � ; ; � St7G6A � � t � � � � . .�.,�, � � r p � .. ' j ! U��-��� � � � � � � E ��,7ti7t1X�X 1tG , � � I I � �� � � � �.*"'." L,�..Y � ' � � BP6 '� j AT MECH � � ' ; i i � � `�.,' � � , � : � EQUfP s�so � � 3 � - . , � , � �„ . , . t , , � - - - - — � _ � _. � _ � _ � _ � _ __ _ .�. _ T _ _ _ � .. , ,� �. �. ..r. �... , __-__r. � _ �.. : � _ � _ — _ � _ .� __ ..�. �: ,. �. � .� _ �..�.. _� �. _ _-____ _ � _ .� .� M.. � � _ �. �. ..�. --�--., � �.i :�.._ _ _ ____ __�. - - - - - - — — � _ — — _ —_ _ - - - - -- - - - , : , ' � i � �v �+ �.� �.. _ � � , , �.�..... _ ....�. _ ,.�. �..,:�,.... :�:�. ,,. � x � � t� � ,. _ . ,. , .. - _ �: � � �� ���. 3 �: . ` � +.'� . � �, : - >� � , . ,> � � ..�.. � . .. . .: � ! i I ;� , � ; � i k � � a � : � � � � � ' ' � � � S1M FQR GHANGE ; j ; ' � ;;, ; ' ` �...�� � H4T TUB BASE BY � ; E saso IN TF11Ci�'VESS ` �� � > �° � , i $ i PO4L SUPPLIER � i � I I � � I f k I � %, , � I t �.` { I � : i � � � � � I ! CV � ,: `�;' � N � ! � i { I I � I i f t 1 ! /� �, - ' { � ' I I ^s— � � � { JC�3� t't� ��� "r I .t�. �7 Io � � � ; 1 � � � � � � i ' � 4 � ' �� � ' � �.. ��; 0 � . . . : � { ¢ � � � � � V � � r � � � � � J _. _ � � � , . � � _ _ � —"�'�—• S31 €�M � n ; i E i � � � �S31t3�1� , ! � k ��� � � i ; ��-'.� E j ; ; j sa��.a �' � � �+ �+ q E � : 4 , � r . � , I � a � v j _ � i7�17�t'� � i � � � � _ f <� � [ U� -� � • � _ � I � 1 I a n O� � � � r � � � ��� � �� Y � � T y "' �.�, � I 2 1 ' 94 -9 10 HSS6X�iX1 /4— �--- �,�..� � � � - — - — - — _ ._.— _ ____ _ ____ _ .— _ — _ ---- _ ____ �� ' ,��,� � :, , ��r��,��, %. % r{ '. r � <: f ! � � N N f ` t� .... � ',.� w �'.. � i i 5330 g i � 4 �.,' '° � � �'�= b° '� ;� � a s i i � �"(P r � � 5310 BPZ �� _a � �.�, �, r�� �,� � � � � � I i i S310M � � ���� � ,'; � � � a � i i 8 a � � i �...- �:}; � i .� �^ �' � ': 12i ' i S31t} I � � � S33Q � � .5211 � �+ ' ,a r�•i �. I � I +J0�7�A ������ " � ,....,� r{ ` 6' 0" M DEEP ' � ; ` ' ?� � � � s � t � � ,,��, :, , , { ; � 96'-6112" z �" � :.�`� P UL BI��UPPLIER ��: ; � � �� ��� � ssso � ':�; � � �' '��. F� =� . � , • �., ���` i i � i i � r � � i i :r i � � 09/23/2014 � � ( � ; ' � TYP AT MECH EQUIP . � E ( 'p � � o � � ' � ' ssso SEE MECFi FOR SIZE l�� � ` � ������ ���������� �� � P � � N RE E �A� STAIR WITH �TL - . NSS6x4x1 /4 ��� .; , i i AND LOG 4 ,� � � � � CO C T � o ` ' � �TRINGERS BY `STAIR SUPPLIER. SEE s3so � BP2� _ - � � C��Y��G�� 2�112 , � ' � � � S310M �� � � � f � � � � � � � ; �f�CH �{JRADD�V� 1NE� �� � � r � � M ,4 �',Tt N � M .�. �TI t�d b- � . ,. _ ,;;. : �, � �, � t � ..� � y �� � � � , � i . ..., , . . . . .. . , ,. . . . . . , , . .., , � �� t ;, : �. . , , � �, . , ; �� �.. . . . ,,.... . . . � . . r-'.+.3 : . . } .i> . .i ,...: . ...>..-. _: ... ., a . . .. � . .:�.. . � �. . ... .,� .':' . r . . .� .. , . . � . . .. . 4.. . .= , .. .� , . . ._ ._ . � � . . . .. . .. . . . . . . . ... .. � . . . .. .. , . . _ . . . . , ,. ..,, . .. , ..:.: . ' , , ;x .. . , ,,., , ,, . .. ... . . • . 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":. r . x :..! ... .. .e . . . ..; , ..zl .. . , s.. � . ., . . . , ..:: ., . �: 5 � r�.:. i I �. „ � . . .,. `r �., . � .. y4:. . . �. ,. . . � . ....s.. . . .. . . . .. � .. . . x . ✓. . �:e . � . . ,. .t:.. .. . ....... . . i .... .v .. .+2�"":� . .. . .o..ie ... £O "" ` � I � ; ° I ( ' .: � I � s * ., �a�r.Rren� ccswe�,anc. s' t eazt3 7 " ` ��� � � � B/C4L = TIWALL � � � .�•�'' , � H�S10x6x112 � � � � � � � ,�' ���.��.��D7 � � � � � I ( � Fax ��n.�zw.eaoQ I 1 � � �. � , � : � � ; BP6 � � � , 5'-11 1 /4" � ��� � � �� k � � I � � 5330 � , � �� �� �, � � *��_/�„ � � ! � I J U � � � P � I i I � � n.+.�,� , -� � so��a � � � � � � � rn i i � � � _ = SEE A�CH ; i i � � 2'_2�� ; � cU � i i � 9 � ' ( � _ r� `� � � S33Q � ' � � ti i i 5 � � � i i i c� ,� � � � csa a � v ; ; 53� I � ` = I 1 � � � , s � , � o , � � + � :� : ; I i � �,.-- E3/CO�. = T/WALL S3sa � , - � . � � I � j ������X� 1G ` � I I I �..,..� � � � "� � L�� � j � I � � �F �'�' ' � � i � � � I i i � — 1 ; ! � - - - - - � - - - - - - - - - � _ � _ _ _ ____ _ . _._ _ _ _._. _ — _ _ _ �— _ � _ ____ _ � �.� � � i , ` � , �. i i � � � � y s ; C � I , ���,,, `� � , � � , SOG4A � � � � � rr���, � ( � � � p����yn � � � � ,� � O 7 I � I { � I i � I I i � I � � 1j � , s , � ; , R � � � � � � � � � M � � � � � , i i i � i ; i � � � � i � � � � � � �' f i � � � �`�� �� �� ���� ? �- �t � , � s i � 3 i � �. � �'� � �M��'�: k � �� �° �� �� w�� �� �$ �� PRI�JECT: 13 . fl291 , S . 0 � � � � F . . , � ` � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ � i � � � � � '�� �� �-� �l��� �''� �.�� � DRAV1lN BY : KM � , ._ - _ , _ , ; � �� , � � � � �r � � � � �`�� : q -�^C /��7 +� �; i ' 1 ' � ��.�, ,,� ,.a. .. .. � �. �� � k ,� . �f't 1 C . �' ' � � � ��� � .�,.,..a. M�._ �a . . �. m, - V f .QJ.2�� � r" , t � � I � 1 1 � I ! � . ,� � � �� ; � � � � � � �� � � , . �.�..�w�� _ .�,.. �.. _.. _.�.� _. �.�� , ...� REV1S10NS : � � �` � � � i � i � � � � � PERMIT SET RE�IISION p7.03.2014 � � � i � u _ . ____ _ ._.._.. , CD PACKAGE #1 �� 07.252014 _ � � � E � ��T �� � � ���. � � � _ _� _ ____ _ _ _ _____ _ ____. _ ____ _ ._ _ ____ _ _____ _ _ _ ___._ _ _ _ ____ _ �� _ _. _ � _ � � d ; � � � = , . i i i i s PERNIIT SET REV(SION 09.23.2014 C'tj F�-- , x � �. > � � � ,;, > � � � � — — �� ;.� .�...r � �: .�.�... ,� � � � � _ _ ____ _ A�.TERN�TE NC�T� S t� N �(�41 ; �..�... ,� � —�--� � s � �—�--- � : , �— ( � � _ � � : � � �� � � � � ( � ; � `� � �✓ � 3 � � � � � � � ( { f- , , ,. : , ,, � 5 / _t ] � "�4. � � ( � - � � ��� �i 7 p+� q�y` /► �!y�^� � 0 �7 � ' � j � � ��� 1�1 �� i �V� I" LM� IYIJ I �� I ( I � � I , � � � : � � � . SE� SO SERlES SHEET� FOR GENERAL NOTES, SYMBOLS AND ABBREVIATION� . � � E � � 1 , TIMAT = 84,_0`� 2. SEE S3 �ERIES SHEETS FC�R TYPICAL G4NCRETc DETAILS . � � 3. SEE 2/5330 FOR TYPICAL SLAB-QN-GRADE DETAfLS. , , , I 1 f ( � � � 4. SEE ARCHITECTURAL DRAWINGS FOR VAP�R RETARDER LUCATlONS . Gt�NTRACTC3R SHALL INSTALL f I T- u�a VAPOR RETARDER PER REC4MMENDAI'I�JNS OF PCA AND ACI 302 . 1 R-04 . � ! A �' � � � ' 5. SE� ARGHITECTURAL AND MECNANlCAL DRAUUINGS FOR SLAB SLt�PES, DEPRESSIQNS, FILL, PADS, AND -- — - T _ � _ � _ ^ _ ____ ,_ � _ � _ _____ _ � _ ____ _ __._ _ ___._ _ ____ _ ____ _ ,____ _ ____ _ � _ � � � � C � CURBS NUT SHQWN ON THE STRUCTURAL DRAWI �IGS . � � RE� REATIC� N LEVEL � � � I I I i 6. SEE 5310 FOR TYPICAL FQQTING DETAILS . � � { FL�OR PLAN 1NI MAT cp � / /� 7. SEE 5312 F4R TYPfCAL FUUNDATI �}N WALL DETAILS . � a`�. e� � � G � R ��� � � � � � Y � � /`"�, � '"�� 8, SEE 5100 FC?R T/FTG A�JD T/WALL EL.EVAT{ ONS � z � o 'I l4" - 1 ��-0'� �:�_., 9. S� E 5100 FOR Fc�UNDATIQ�1 DIMENSIONS � � Q � � PLAN NC3RTN � CL W LL �____ _�----- __ �__.__ �------- ----___ ____ __ _ ____--_` _e — ----- - - -- - __N �_� __ __-- _-- __ �.__ � _ � ___ __ ------- —��__.—_�� �� �.� � f., i '� � � � 1 � � � � � � � N .� r� � � 3'- 11 ° 6'-81 /2" 1 �"- 101l2" � 29 '- 101 /2" � 26,_9° g�_p'� 16'-3" �' �, � a e i f E i i i � � 1 I � I I � � � � � � � � � � o � � � � � � 1 � � 2 � I I { � �. Ni � � � � i � � N END PLATE s��o � I � • � � � � � N � � � � � � �, � I c.� c� c� ...�rr.�� � , . —� � - ` �,.: ` "� _ �_ _ '� � � e ° _ ____ _ ____ _ ____ — - - � _ ____ _ � _ ____ _ _ _ � _ -- — -- — � � � °�"" � � � � � � � �, ^ � �' � � � . . � r � �: � i �'; cL+ 2 v-'�- ` � ° ; i i i � c'� 3 � �����,y Q � � , , � --b i � � 'V` 5�09 �' `.�. 5 � � ,....... � .. _ . _ . � ���; i � HSS9 0�4x�t1 �i �"` fn , cn s�a� , � � � � � < ; ' � 8k � � HSS1 �xsx318 sk � � ( .� . �; ' � � �� �"' "` �-- c i _ �-- r- ;t`�. �: � � cv � i � i , � � � � � i i i «� < .,-,., � � � i � e � � � � � : ���; � ; I��S10�4x3196 � T- , > ��� ���� ��NT W� 0 �'C} ALLOW � TYP A� M�L D��K � � �; � i � z ; � �` " £� � FrJR TYP HSS T{� WF s�� � � T(� CC}NC WALL I �",� �' � � � � 1 � ���y ; - G(3NN F' ER 7 / 5�02 s�2� � t � ; � � 5502 c�a � �� � r � : � � i i i '�-' � _ m � � ' � HSS10x4x3116 `Y' 8k sso� � HSS10x8x3/� $k � � � r �� �� � �� �� - - - - _ I _ _ _ � ... _ ___._ _ _ _ _ _ .._ - - - -_ _ ____ _ _ _ _ _ `� � � � � - - - • � � � � _ _ _ _ _ _ _ _ - - - 4 . � � .� �� ��._ -� - - _ � _ ____.: _ ..� 4 � �.. ..� _ _ _ _ � , - , � � � . � � �� �-�--�- � � ��� � �-.t , . . ., �,: � _ , '�;: ., , . . . .,. ;• � . � , . ,� .,, � .;,, � � �� � .�- � HSS6x6x112 � ° x � r-�.. `� ° �� ! � 1 � r,�„ ' � �- � 3 � � = � � � ° � �� �� i � 6 � : � �, � } � '.. � � �! t x t � � x S503 ( � 532� � � �p 5 S531 ' , �.,�.�i�...�. � � � � S1M `� � � � ��� � ; � ' `�' � , „ 8k ' H5S10x$x318 8k ; ! � s5a� � � .�� , , �„ ( 4 -s � ; � � � ` I - � � HSS6xA�x114 ��� � EQ EQ EQ 5'- 11114" ; � � "' x � i � � 1 7 � � � ¢ ( � � � � 1 � , ; �— � � � s�3a , �, 1 .5VL3A ° ' ; � _ # SEE '5141 FOa � ( _ T1 URB � 7 ,_ „ .� : ; � - � � � � ��� F�O�fING BEYOND � �r �` 99 3 � ; � ' �� �° 5'- 1 ° 5'-1 " 5'-91t2" 4'-1 112° , . � 1 '-3" � � ; SE AR H r c� S5o2 ° ' � - � �, �, r� 8k 1 HSS � Qx8X3/� �k S �, ;� � � � TYP � � � ..� � �.r� � oc, � S530 z ,;� �� � f r- _ < � � � � � T- � TYP HSS � -. � , � «� oo `; � �, <-- : , ' � � � � 7k—HSS � Ox4x1 / "� 7k � , �, � � ,f ��s; � � �, � NS�6x4x114 ��� -�-�,� � � TO WF ; c; � , �.. � � � � � , � � � x � �� � � x � , �, ' ` � � . �� � � � �°'., ' . T I . } - P ' t 2 ? §'i � (Y� � �,. � �;� ' � T' � '� f� . : . . . _ _..� _ . . � HSS1 Qx4x914 � .��-� E <� �- �v, �„ .�. .� ...�. � � .� , �3 „ �' � ,� ��' f. x � : x � `� �' � � `��' o � � c� c> °:., � . ��, . �. .. � v ,�. �n . _ � � . .r� . . . . ., . � . . ��� ,_ � ,, . . . �� � � � �� �'`� ,;. ,',�`',�"` �"*t � � i,c� tt� � a � R 1 t.t'� � c� � i o � i i _ ,.� . � , . . � . � . �,'`..�:- ,��g'� ��r,,�"*��s'c* � . - - L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �, .:: � :. ° � .�' ,e� - tt? � i E.n � ti.7 f�, � �� � � � _ _ _ _ _ _ _ � _ _ _ _ � y : � � 5322 � � � �C � �,.. � 5219 � � � L._:.._Z S530 � i i :�. i �.. `' ����� � �`� - �` :. ., ' i = � � 9k i H�S10x8x3/$ 9k 'i � s cv �� � � 5`-3114" i� i � � � �' = � ' ;; �. �� � � 1 � � s531 �; I,. e � � � �S �p � � � � � � � �; �_. � ' ';., . n� � �c.r .:. «� co � .� ' 1 .5VL3A � ' `�- °' �' . � � � 5542 ' _ 5530 �� � � FIS�a10X4X1 /4 , � � � 102�_9" • � ;� x � � �� 5310 i i ` � �w'� %�������` .� � NSS6x4x1 /4 TYP _ i s � �. �r- = i f i . , � � N � �°: ! � � ' � � :�.: ,, �� , ,• : ! � . . � � 4`-0 � l2'� 2�� , � "' s�;�o `�. '� , �� � ��s � � n H S10x4x1 /4 ' E-- _ _ _ _ _ _ _ _ _ _ _ __ _ �, � � � ,r `:� 09i2312014 � � � � �" � ' � z = � E , >� : Tt�C- 98'-4'" � - � 8k , HSS � Ox8x318 8k � c � � � i � � �- - � ' � ' � r �; � ������ A����1���, �'� �r x g �a � � � � � is� � � i f �' n � _ f— sso2 � � � ; ; ; ; ss�� � � � � ; � o � � ; �� :_: ���'Y�3C�#�` �t� � � NSS�x�x1 /4 CONCRETE PAN STAIR WITH STI� - --� � � � � ' � i � ; � `�' � � � s�os STRIN�ERS Bi( STAIR SUPPLIER. � � '-� `_� � .� � HSS4x6x1 /4 ; ; � � ss� z E ! HDG - BP2 _ s�o2 � � � � a � � �' ����� �� � � E � � ; � � i � �� � � r� � �rt � � � � � �� � � �, s5so �- � SEE ARCH FaR ADDNL. INFC7 � � � • i t I i � 1 � �� ..�..�.,�, <rt� � , _ � „ . . . �, -;: . , � . , .. . , . ., : �:� ,:� ._ _ � � �.� , . , . , . �.x � , . . ? � w.n . : F�''. � � � _ � .� . , . _ _ , _ � . .,, . . . _ � . . r._ . . . . . . , . . _ � 4 . . , , .... , . . �..�. . , , „ . . . ,. .. . ., . 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X`„""� 9k = HSS1 �x6x3/8 9k 4'-0112,� 2�� s TYP 7'-31 /2" "' `- = 7k � ; HS510x8x3/8 7k ; ��� � =, sss� � ' � HS� 14x6x1 /2 ' �+ � � = ..._�._._.._.. ... s5os � �TRINGER ' "' I � ! - � � _ � E ¢ � � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ `° "' � 5'-0° � 4'-41 /4" 4'-41 /4" 4'-4114" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ - - - - - - _ _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - � � � �, � � � � o � w t-- g,� C6x8.2 a�} 4'_0,� i — ,� �, � � o � cri � �,.�,f 3 4C, MAX 2 ` C O L C L i '� s .� ;= --�,,�, � 1 � ,,,� � `—" i i " "' ' 1 .5VL3A • - s�32 3� � � ss�� �, � .� �" � 9k c� H�S10x6x3/8 9k i � .._ .....°.._.. .. ss 1i2" NORTH 1""' """ .�. � � > m � } 109'-9'—� s2oa � s � � 4k H�S10x10x3/8 � 10k "'� � � ` � H5S6x6x1 /2 � � i �� 1 �x6x1 /2 '�" � � �-- � 1 � _ _ � _ _ _ = � I W10x9 2 1 _ ____ _ ____. _ � �_ ____ _ __._ _ — - — - — - � _ ____ _ _ _._._ _ � _ ___._ _ � � � $ � s�so ; � � � HSS7x5x511 ' � ' �, � FOR BA�E � � S532 ,.� `�' � x _ � / :�J���J , � � c� I �321 `� �, ��� 9k NS51 Qx6x3/8 9k � � � � � ' � 8k ' HSS10x8x3/8 8k ' PL.ATE TYP � � ( � � se�rrrnwwwreErw�ra a7 � �n �7 � ( ( � � oa 8 ° {{ � ° ° 5550 c� 5552 � � � � � `"�j' I o � ? ... ... ..o�� �r- 5532 cz� 5531 r� .f,._ � � � �- � � � � � W"� �X1 � .� � �. ...� � �Z� �.��5 i i f ti �, � i8k HS� 10x8x3/8 8k � � 9k � � HSS10x6x3/8 9k. � � '.. ,.. n. 55�3 , � , , �... � � .... � .�.� � � � a I it� � S32Q '� i r` o�- °° � STRUCTU L GLAS� � ; � �- � W10x12 � PROJE�T: 13 . 0291 . 5 . 01 i � o RAIL AND EADS BY i � i � i �' � HS��x6x1 /2 � 8k HS� 10x$x3/8 8k � DRAW N BY . KH �t- i i / STAIR �UP LIER � � � ' i ' � `� DATE : 09.09.2013 �r ; 1 ; �k HSS1Qx6x318 9k s3z� _ � Sz� p � s�� 2 d- � f � �,., � , � � �-- i ; i � .r i i � _ i i � ' � ' � i `t j � 7 � �r � REVIS� IONS : � i i � 5 � �'' HSS5x5x1 /4 � i HS�6x6x3/$ � N � � � � � ' � � _ _ J � B�3 ��icir�� sET a�.as,2o� � cn °' � ; � ; � 1 '-� 112" s��� ' ' _ 2� � 7 / S510 _____ _ ____ _ __.. _ ." �. ��� � ���"e � _-� � �.u.:� � _ _ _ _ Y _� _ _ ____ _ � _ (� P�RMITSET � z.as.za� � `-� � S312 � i � rn � � �s � o� � i � 5551 i - - - - - - - - - - - - - i i PERMITSETREVISI�N Q2.fi4.2414 � � � ; �_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ - _ - - _ _ _ _ _ - - °'- - —,.- °� _ _ .�_ "' _ ____ _ � _ __ .. _ ____ _ — _ ' - - ----- - — - — STEEL. FLt3t3R FRAMING PLAN NQTES - °� ���� ��� �� ��� � � Pu�cirv� s�T �EVisia� a2. � 4.�o�a � z _ _._ _ � � _ � _ � _ � _ � _ _ _ �_ _ — _ ---- - . "-' � ; � ' QUALITY � � HSS5x5x1l2 g x � ��; � � � � � � � � �� `� � s�r�E� �ac��� #� os, � �.zo�� z � � , � � .� � � . SEE SO SERIES SHE�TS FOR GENERAL NflTES, � � � � �� � �� ��' � �.,{ ��: � � 12 / S5'10 �� � g � � � � � PERMCT SET REVISIQN a�.os.zaz� � u� � � ASSURANCE Nt�TES, SYMBOLS AND A�BREVIATIfJNS . � ���� ��� �� � � ����� �� �� , w ¢ � � 2. SEE S5 �ERIE� SHEETS FC?R TYPICAL STEEL DETAILS. St�G6A , �D ��c�ca�� #� o7.zs.za� a HS�5x5x1 i4 ��' - £ y ,..�� h���-:. PE��niT s��r R�vss�t�r� os.za.2a�� o c� � HSS6x6x318 HSS5x5x114 -- � � � � _� ���� ��.�.a�� �. .�a �.a,�.�,� � e � � � � 3. SEE 5530 �OR TYPI AL METAL DE K DETAEL AND SCHEDULE. � 16'-4112" ��=� 9 _a �..�..�.�,�.� � .����YU��,�. � �.� � , , . �� �. ._��,.� � BP1 3 BP � � ; 12 / S510 4. SEE 5500, 550� & 5502 �'OR TYPICA� STEEL. CONNECTI4N � ` s�� � ' � s�� o � � DETAaLS AND SCHEDUL�. AT B �AM� THAT DU NOT HAVE A � � � �z10 � ��;� �} � ;� va���_.�.o � � ��.,.� � ` REACTIC7N N4TED OfJ PLAN , PROVIDE GtJNNECTI �N WITH � I � � ss� � � , MINCMUM CAPACiTY OF 7k. ' � ' } ,_ , HSS5x5x114 H�S5x5x1 /4 1 � � � � � 1 � 5. SCREED C(7NCRET� TO PRC�VIQE CONSTANT THICKNESS . gp� � 12 / 5510 i c� i , i �., i � �. SPACE BEAMS EQUAI.LY BE'1`UIJEEN GRID LINES UNLE�S �— - — _ __._. _ ____ _ — _ _ _ _ _ ____ _ .� _ ____ _ __.__ _ .�. _ � _ ,� _ � _ ____ _ � � � � � �� � ��s� c�� �a oTH ��wfs �. � MAIN (�)/BEDRC�QM 7. TOP OF BEAM ELEVATIQN = BQTTflM 4� METAL D�CK UNLESS , � , � ° �-�c 6 ! I I N�TED OTHERWISE ON PLAN . I ( ( � � � � �Q� � � �.A� � c � pc p � A p `� ., 8. SEE 5101 FC?R FdUhJDAT1aN PL.AN N�TES �, � c� ca ���,� �� {,��;� �;i G � R� � �Y1 � L7 � L ��� � '�-- 9. SEE 5100 FUR TIWALL AND TIWALL ELEVAT14N5 v v °- �; '��;. 10. SEE 5100 FOR FUUNDATI {JN DIMENSIt�NS � � (� Q � 1 �n � � ����� -. _ _�_. � _ � � Ca C� �, PLAN RIORTH � a�. u.� c�. _ _ .._ _ .�. � .� � �' � 2 3 4 5 �i 7 �3 � � � ' � ��- � � ° �°-s � �z° � 5e-� a � ��° 2 � �-� o � i2° � ���-��� s�-a° � ��-��� � � .� , -- - — � � ! 4„ �'��" ! ' i __�_______________ _ _ 3 ,i � e�, � �° � � i i � `�'t�", ,� { �«�.T � 1 I 1 � � ' � � � � � � 2 j � � �,. °�. rN � � � S550 � ` � � `K,.' � SfM � � 5 C6x$.2 @ 4'_0" OC ; � ' « � � � � � � � � � � � _ � S541 5503 � � � [ � � � � MSS5x�x31� 6 { 114'- � 1 ") _ _____ _ � _ � _ �_ _ _ _ � _ _____ _ _� _ �_ _ ____ ._ .�. _ _ f _ ___ _ _ _, ___-- ' � � � M,� � � ' `'� H�S10x4x3/16 , � � � � o � _ _ - ; + � ____ _ � _ _ _ _ ____ _ ____ _ ._ __ _ _ � ; W� Ox30 ( 119'- 1 � 1 /2"} ° � � I � o E '� � � . . M � . � � � �j � 4'-0" DE�P (MAX� NC�T ^�� i � 's `'� � ' ' � T'UB. SEE AR�N � ) � ' � � � � NSS� Ox4x3/16 ' _ ; ° I � 1 ,_5" ' 8,_6�� I 1 I ° � =�` i i i � ( � � ^� � �,- .� g o � 8k ; NS�S10x� Ox1l2 (119'- 10112°) : ;' ! � � s2� o I � � � r � �, � o $k � � � � � � � � , ..,,, � �, � �— a � _ _ _ ..._. o � _._. � _. _ _ _ _... - - - - - - - �,r, � 1 ; sz� o � `��, NSS94x4x3/16 t;, � o ' ; � v� .�-. � EE , � HS�5x5x3/16 � HS�5x5x1 /4 � •� � z -�-- �' � � 3 � 9 z �� Q�� BP1 - OM � .�� � � 1z I I s�o3 � � �-__ s�5� � HDG s� S502 � ' I I 2 s551 i ss12 � �� S! M � � + `""' � _ �_ _ � _ { _ .__ _ � _ _____ _ _ ( W� Ox77 ( 119'-101 /2°} 20k t � S532- ------- � - - - - — - -- - — ;,�. - - � .� � _ _ ____ _ � _ _ �"� HSS5x5x114 ( 124 - 6 ) 3 1 S322 _ � _ _____ _ � � . i ' .._ m.�._ _e._ ...�...._e � _ � �.. �__ _ � _ �..... � �� � ��. _ s m �.�. ..m �e .� a.� � � _ � .s � � ' _._._.e _� . � .� �nr. �r.�. �i � �� ,�r r � e � a�.... n� � � �.�� s �. � - W10x45 �`�- � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 19 W14x26 - - 14k '� � � 3'_8�� �, _ 7 TYPE A � _ �' � � � r � �' .� � f S321 � � � � � � � NSS5x5x1 /4 � � � � � � o � .� � i � � � ,��.. � 12 I 5510 i � i ' i i i ' � 5503 � .,-.- S504 , r ,d. - y � i i � i e ,/` � �, cc, S531 � 1 i i 2 i i i � c� i / u� �, i `c� � s' i a i i i i i E NSS10x4x31'I 9k � --�,r = `° W10x77 ( 119'-10112") 9k 8k HSS10x� Ox1 /2 8k ' � 4'- 1 �� 4,_ � ,� 4�_�i,� 4�_6,� �_g�� q.�_q.�� � � s�52 � i ; _ • _.�.... ._._ � i � k I - � . � � � � ._ ._ _ _ � _. T � � _,. ._ � e ' ._ � _ � ._.._. , � � � �OG8A ' � � i � o T. �-., � - � i i � i i � � w is, x � � ¢ �� � � 1 . 5VL,3.5V i � i i i i � rn > t�r� � � cc;, J �;' " �' ,, i � i f r � s , � � � � *��` c.�r� � "� � � $k � HSS1Gix10x1 /2 8k � � VARIES, �EE ARCH � � � S2� o I i i i � � � � � �--- BlDECK = 127 -0 ; � i 3 i � , 5 i E � HSS10x4x3l1 � 9k � u-' � --- W� Ox77 {� � 9'-10 � 12"� �9k _ �+� �� H�S5x5x114 �"' �' m - - - - - - - - -- - - - - 1 - - - - - - � � �;- � ' o�a «� � HSS5x5x1 /4 i i 12 1S51U 5552 i � NSS5x5x114 �� � � � o ;�;. r� r� � � ,� i � i 10 1 5321 � � � ' � �P4 SIM ,.t� c� x x r� c� o . �. � •.�, � ' ,a � , , BP3� I c� � � '�' i crt � ��; ��� o o x x �- � . � x r- � SPACER PL t�N .� �, � � T- � Q � � � , �� � � � .�, � � " T/BM . SEE 'IQ f 5531 �`�' " " � � �' � - -- - __�__ _ ____ _ � _ .�_. . _ � _ _ � _ � _ _____ _ _ _ .__.... _ ____ _ �' , � �,, , , � :� ,�� -:�.f. . cs� � � 10 �r �� � x 8k HS� 10x10x1 /2 8k �' , o a x � - �-- +� . �`� � o � x 3 0 � � r,� o v� ,�,�J . : � � �� ' �, �'',� c� '`°_ � S531 ° � � i � � 1 � � � �" � �� � �F i : 'C� :�' �� � ,��',q �. .�'t ° � ? cra � � � s � c`nn s SIM 3 5 -Q 1 /4 �r..,,_- �:: � :� �, � °°., �' =e = NSS10x4x311 9k = �- W'� Ox77 {119'- 101 /2"} 9k �!- � � s�� � � � � � � � �, a s2� o � V,� �4��� _} - � E _.._ .� _ � ..� _.,_ .e ._ _._. __.. .� � � _._.. �. � _, � ._._ � � � _ � t; 5532 0 ,�n � � � � .-° �, ;: � ; �, � Dt� NC}T f�EM{�VE dECK UNTIL �- ` � � "e""` '�' � ' '� " �,_.... .°� � . ; �� � � (.� � � � +�C�`•'• ���� ' • 4' t�tn , a X �, C(�NCRETE HAS REACHED 75% fc. 1 8k NSS1Ux10x112 8k � � ; s �~ � HSS10x4x1 /4 ( 126`-5112"} ' s��2 �? �`,�+� . �. � `.` �, . , . ° `� PRC3VIDE TRIM RE1NF FOR OPENING � � � � °° ':�;� . : � . , I e { . .� ; . .: . ' S541 � �' � °10" OR LESS"" PER 5 / 5531 TYP ; � � "' ; � � H�S10x4x3/16 = ; HSi5x�x114 09/23/2014 HSS10x4x3/� 9k � �` W10x77 (119'-101 /2'") I 9k � = � 2'� '"" 126'-51 /2�� `�'' � '12 / S51t� � � � � � � � _ _ � ..... ,T _ _ � _._. .� _ _.._ _. � _ � ._._. ._._ � � � � / °�r � � � � � TYPE A � ,� � ° { � � � �F�1�E�� �����`�CT�, �� $ � � �E � �, � � � � � ��� `�' � ��k; � s��� 15k � HSS � Ox1 �x9 /2 ( 126`-5112"} 11k � ���������' �� � � , s5o3 �, � 5504 � z ,. � � °�-�- � � � � � s�s2 � �, � s5o2 NSS5x5x�116 � W10x45 , :r W� Ox30 j ` �-- � _- �- .�- T-- � _ � _ � 29k 4 W10x112 29k t- i � - - 0.�� � TYP HSS ` � a �-rE r� � � � �€r� � �' "' T-- W10x88 {119`-101i2"} 33k � � � � � � 6 � � , , � _. ._ � � � _. � � _. _. � ._ _. � � , �� � �� ,�� 5a2 TQ NSS _ , � , � � � � � � � w �;-� � � g � � , � � E� � .�� {'�) � ' ( � + � . �� 22 ? MpfN STRE�"Pa UNIT G 1 � 1 � _ �. _ ____. _ � _ � _ ____ _ .� _ ____ _ __._ �- � HSS5x5x3/16 ( 125 -0 ) � __. _ ___ _ ___ _ y _ ___._ _ ____. - - — - — _ — _ - _ _ — _ ' � , — �* r -�- � r. � � ��..,���,�, ��,�,��a� g , ��� ! I I � Of � ' � � " r- � e�r�.ez�,.�na^r � 2 NSS�x5x5(16 NSS5x5x�i16 I 3 � : � � ._ ._ ... T; I �, � _ � ��x ��°.�2�.s�°� � —, �r � � � � a BEA[vl s�so sss2 �-- � s2oo � � � � s5a� � (2) LQCS s�aa � � � s�o� 5 2 � � g S532 S321 5503 � ' " � " � � c� ��_��� ��� � ' { � HSS1 Qx4x� /4 s�5o s�sz � � 3 -9 6 � � � ' � `� � w� oX�o (� ��'-41 /2��} � � � I «i I � HS� 10x4x114 ; s2� o 6 N�S24x4 TRELI.lS ,� �, = ' � ,..,�„ � � fi t------- - i GiRT BEYOND BEAMS, SEE 5105 � � - -� ..._ ._.._ .__. _.. — — — _. _... ._ ..._ � .._. ..... _._ o � � � � _ _ � � � G�ASS LANDING HSS10x4x1 /4 � s�o� ss�� ,,�„ � _ � ` ; s � � ` � � AND RAILII�G BY SUPPL.IER �!., 5 H$S10�x3/8 TREAD { FLAT) szoa � 0 HSS1 4x3J16 � � �y I s�aa i s�s� �' I f ! r.�� ariw .+.� t 1 I � � � � ar �� STRt!CTURAL GLAS� � �. ° .. .� 11 i '— 6k HSS10x8x318 ( 126'-51 /2"� ��' -� � � � � HS�14x6x1 /2 _,�..,.,_� `rrrrrrr�rwr�nwirn��m��,�.�...�_..._�_.�r��.,�.....�, �,m, ° °- ;� � .,,�, RAIL AND TREAGS BY �\� r � - - - " ,�- � � � STRINGER. ' ° ' ` , .-. - -- ' p" HSS14x� STRINGER " '"" � s �, ° � � � STAIR SUPPLIER � p , i - - - 7 •�e -- �-- v� �C; i i � � 5541 �"" ..: .... S531 � _1C � � �„ �- � S200 � 3 � � x E 5543 S5Q2 �'�'"°"'�"` � '"�' � � i � ' � � 14k � � � _ _,._ W10x�0 ( 12�'-41 /2"� _.. � ._... ..._ _._. ._ _ _ _ � � � N � � ,� � � i i i Q � � i � �� � C3 �t � � � �!' °' f � o SPACER P� C?N � ;�, w r � , i � i ! � , � � T/SM . SEE 10 / 5�39 � � � � � ,�. � ! i � '� �.c'? C!j i k � � � 9k � HSS10x8x3/8 �126'-5112"`} 9k � � � � i i � - _--, � 5550 c.� � � �C w � r- «�.�...�.� '�.;� ..� . � � � � - r-. �' HS�1 XA�X3i16 � � � � =� � � �-' � o i � E � � � o "�;' o � I I � � 9k � H5�10x$x318 � 126'-� 1 /2") �k � � _ � a�. � , ' 9 PRt,�JECT : 13 . 0�91 . � . 0 � ' .`�'.�. � � � s�52 D� NQT REM4VE DECK UNTIL DRAWN BY : KN v-�- � ' � � ' �n CQNCRETE HA�a REACHED 75°la f�. HS�1 4x3/� 6 , � � _ � s2� o � PRC}VIDE TRIM RE1NF FOR OPENING �o DATE : 09.09.20� 3 �- 4�� 7 � "10"' OR LESS" PER 5 / 5531 TYP `° � I S C 6 � � 1 � � � REVISIC'JNS : � � � � � w �' { ) � `�' � 2 _ _ _._ _ ____ _ — -. �VU10x30, � � 12k �. � � W10x30 126'-41 /2" �. �. ^ _ � � ��iciN� sE�r 09.09.2013 � � � _ PERMIT SET 12.09.2013 . . u� , c � i 5551 E � ���-� � ����� c,� PEF2MITSETREVISION 02.44.2�14 i .. .�,.. .�. ..� ... ... ...� ..� .... .... �.. � .... .... .s. � � �.. ... ... .� PRICING SET REVISIQN 02.14,2014 � � • � i� ��� a� � ir � � � � _ � _ ____ _ � _ �. _ � _ � _ ____ _ � _ � _ ._____ _ �. _ ____ _ —.. _ � � _ _ � _ __._. _ � _ _____ _ � _ � _ ____ _ _ � _ � _ e _ � 11 � � � ' � � STEEL PACKAGE #1 06.13.2Q14 � 5531 PERMIT SET REVISIQN 07.03.2014 �u � � =�.' I 7k HSS� Ox6x318 7k ; cr� ��c��� #� 0�.2�.2o�a o a � � � $ � STEEL FLOQR FRAl�ING PL�,�! P��TES � � � �- PERMIT SET REVISIUN 09.23,2014 � I � � 1 . SEE SO SEI�lES SHEET� FQR vERERAL ldOTES, QUALITY ASSURAN �E NC�TES, �YMB4L� AND T- � � �. � f = � 5 S210 e � � � � s5�� s2� o � ABBREVIATIt�NS . � � � 2. SEE S� SERIES SHE�T� FC}R TYPICAL STEEL DETAILS . � � � f , � , 3. SEE 5530 FOR TYPICAL METAL DECK DETAIL� AND SCNEDl� LE . � , � s�oz � 4. SEE 5500, S501 & 5502 FQR TYPICAL �1"� �L CQNE� ECTION DETAILS ANd SCHEDULE. AT BEAN�S THAT DO ` �-- � � � NQT HAVE A REACTION N{�TED C}N PLAN , PRflVIL� E GC�NNECTEON WITN MINIMUM CAPAG (TY OF 7k. _ � � _ H�S12x6x112 _ � ^ � T � - — - — - � ���'��"� �� I �.�&�� � � o € � i i `°� � � �° � . � ' � x cr; c� ; 5. SGREED GONCRETE TO PROVIDE CC7NSTAfi�T �'HICKNESS � � �� �� �.. ��� � �� � � ,� :� ��.-:� ��„�� ; � � I � � 6. SPP.GE BEAMS EQUALLY BETV�IEEN �R� � LlNES UNLESS DIMENSI4NED UTHERWlSE . � ( °��' �� �`� � ,� "�� � °� � �' MA�TER �A�IMAIN � B� o r� � ' ' � � 7. TOP flF BEAN1 �LEVATION � BC?TT(3M �F MET�� DECK L1i� LESS N{3TED C}THERWf �E ON PLAN . ' ` ����� ; .� �� � � �°'�' "-'� � �- Q � � I � s, s�� �� o � �o� Fou� �A-ri �� ��r� ��-r�� I I ��� � f � � , .. � . KU_�.-: FLUUR PLAN . , __, � /� / /� �r � J � . � � � �� � �.� . . �. � � � ��/�►�T � � ���1 ��/�►� � � G? � � � Y � � ��_ �. �EE 5100 FC�R T1WAi.L ANd TfiNALL ELEVATIQNS � � � . o � °a- � '-��.. � 0. SEE S1fl0 �QR FQUNDATI4N D1M�NS { ONS ���€� � F .�_. ,�,,T.�4 � � w�� �,t� � �� �.�d_ �_�� .����.�., � � � c� 1 /4'� = 1 ,_�,� � � � � �. PLAN NORTH � ca.. wri � ____------_s___� _ _�--- --________T� � _—____ __.�_____ _T_--- --��____ ___ � u__ ____� __ .---------_ _ _ �---______�_�_____ _ ----.---_u_��_ _____T____._�__�_ __ -----� _. _ � � _ _�._----,-----.� —_._ __�. �_----_ __--- — �� � i � � { i � � � y � � .J � � � 7 {.� � � �! � 13'- 11 " 6'-& 1i2" 15'- 101 /2" 21 °- 101 /2" 26,_9" 6'-0" 16'-3" � F... ______ __________ _ _.�� � j � o � �_��� i ��,4�� i ��� i i � i �i � � , � ` ' � � � � � � � , , ; i � e r..,, � I I � � � � � � � � i � � ; � I � �'•,,, � � � � AT NSS GIRT i � ' � c� , , , s�a3 E� HSS5x5x114 � � s I i I C'r? � a � HSS5x5x5116 { 128'_ 1 „� - � � -- szoo � � � � � �- I � :-°' � � ; i � � � -., �7 , � — — _ — — 9—_ _ � _ _._. __ _ �._ _ _____ _ � _ � _ � _ �� _ .� ._ _ � _ _ _ � _ � _ � _ _ _ � _ � _ v — -- -- ---- - _ � _ �_�� 3 i � � — � y � - — - � � W�{ 8X35 1 c, ' � a 291t � � � � 1 I �' U � � � `� � � � � � i � i � � � � B� e1��YY�l�lY � � � � .. . ...... _._.. .. i. { 1 �✓' � � � � j 'wMY wam.m � � � � � � � ! 1 ( � � � t � ' ' � � . � t.. . �-- x � � r--- 4'-7 5i$" 4'-4 7/8"' 4'-�4 718" 4'-4 7/8" 4'-4 718" '�� � � �- � i _.,._..__...... � c� 1 5210 �,,�- � , . „�,, � cs� I � � � � � S21Q 1 � � o � I I � � � , , � � � � � ? o � 2 TYP A � � TYP a'�? � , 2 SI (VI � � . , ; � 1 1 � � AT HlGH 9 � � � __ ?- � � � s�oa TRELLIS BM RELLIa s5oa s�oa �� � � � _............._ ( � � S5d3 GIRDER EE _ � 5322 � 5322 5 S532 5551 T� C�� � i � � � � � HS�� Qx4x114 � � � � SS�� � s�oa � � � , HSS10x6x3/8 UU10x30, r _. ... .� � _ HS510x4x3/16 � H5S20x4x5/16 _ � _ ___._ _ • '~~� `"" � - - -- __ ____ _ _ _ ___.� _ _� _ � _ _ � _ — _ - - - - � - - - - - - - - - - - - - , - � � � + � � � {C�C7RD W/ �;� ; � { 14Q' - $ 1 /2" ) � � � � � � ,�� �� � a WINDOW S�1P--P�I� � � � ' ; � i a : � i a _. ....._ S504 � ? ' 1 � ---•._ � �J��JX�JX� �� � � � � � � i � ; cfl ..--., cs� _ i � � ' � _ S532 °'`_ d' a,t � � * � � -�. cV _ _ _ _ i I i -.. � csa -�-� u� .-.. cts ,.-., cta ..-.. �, 554 � �W10x33,,,, � i �r _ ��� 16k : � U1�10x8$ 16k x o X �? � � � � � � � c � � � ' _ _ i HS�10x6X31$ � { � ,�-x' `� c� ° o X a X o x aa X a � _" s - t- -� o � �- � `�-�' o � c� � o � c, � - �' H�S�X�X� /� i -��' i i i � 2 � _ -, s "' � t�t� ° � �.�.°. ci) ,�°�. . r� ,� .� ; � - -......�»�r.. r.. � ; � 2k HSS10x8x3/8 � 2k ; � ; � s552 c, z :�. � �. z �,. � �. a? �-�° � � X i � ' � ' � � = � „ , ,� ;�,�; 16k = _ U�110x88 15k � �-- ' � � � � � °�" i � � � 4 -8 $ -5 314 � � ;.,. s2� o � � C6x8.2 �a 4`-0" OC � .5VLi V ` ' ,.n w � _ �- -� ¢ � �� � � � � ° i d�� ,-� � � r 4�� 4�� � c.�' � ' � 1 c.�o w �` 0 . 3 � FISS20X4X�/16 5552 1 M� _. ._._._...__ SEE ARCH � i � cr.i c.�.> �. � i ! i � �w � � AT 3 � 140' - $ � /2�� 3 �1M VARIES, �., , � , E � s�fi � � � TREL.�IS ssoa -� { � ; , BIDECK =�130'-1a 1 /2" � �. ; `- �" o � ' `�'? c-� s5os _ 1 X ' ¢ `m «� r.� �/ ca i-``� `� � p � W10X88 `I6k � � .� , � � .: . , � r �� , � i i o `� ' > X � / � � ( � 16k � � W10x30, i _ � _ :r.. F 4 � � ���,�� ,,, crs , 5532 � i i r � � 4 1 � :: `�., t �, �, f� , p � � , , t- � , HSS1Qx4x� /4 ;� � HSS14x4x1J = �;� �' � -� 5'-Q 1J4'" ; c ' , ` � Jt va r- �o � � , HS� 10x6x3/8 � ! ' .._: � �;��: �, �' ��` `;._: c� ca f ; r _ ,c... � r � � � �, �1 �°�` ` � tl� � ,� ♦ ^ * .. _ � , ..'- _ rrwrww+ewr�wwarr � � v•t i ` f � � � � i t i ' � � � � � caa ua �, , � ; � � 3 .,-.. � � `��' ; s � ; ���$ � , � _ , �� 4 S210 � �E� 5532 S5Q2 c� �-�- _ � � ! � 6 ' �:� � ' `� � :� �' !! C�/��j � «� � °("`�,J�(""} , ; , � Fk W1 �x�8 16 i ( �JVJ I� II (1D L„°'i! 1 I I' Y � � i � ! i i � � "a`+. �' a • � � �srv lt � 4 X � ���'� QX'�X� �� f ! ��- � o � r��� ��-� o° ��-� o° � � � ��c � �. 4„ � , � �, � X � � � � �f��� � , � _. �� . � � � � � 1z MSS10x4x1i4 z � 1 . . s�5o � s X � ! �; o _ � ° ° C6x8,2 a�,7 4�_0" C7C �:• � � � � . � � � � , � � � .• f i �...�........... ( S�J�Q � ' � �°G I12n t .S�2i � '�c',�" � � `—^- d,.,,_" � M!'111 � � `3ig�n nir U�iG�lLV i � �fi n -�-� T ` 13k `s" � 13k i� i 16k 1N� Ox8$ �-- / � �tt �+' � Vrr I .. ' I H � HSS10x8x3/8 _ E--'-� AT GfRT 16k 11k � �`�14x�� �� � � � � � � � i ` i i 3 `cv 12 � � ������ ��i��������, �� GfRDER s�oa , � , � , � �, HSS6x4x1 /2 .� s5�z � � � �- � a � , .� � , ,� ���Y�����` 2� � � � � °-- � e ss2z HS510x6x318 _ �. S531 � � HSS10x4x1 /4 �" � c p ...� .....�.�.� ,� �G G� �'il�J�2 M � � �_ n ` � r— r °� � � s�os � .� � � o �- iN10x30 W10x30 �- -+ 12k TlSTEEI. = 135 4 � W18x40 12k r„ H5� 1 � 3/1 �{#) 9 � � � ' _ _ � _ _ W10x30. �_ _ _ _ _ _ _9k HSS10x6x318 ' � ° �' ..""'� _ �_ __ _ --_ _ ______ _. ___ _ _____ _ - — -. � - � - — -- - � _ _ ._ _ � _ �. � � NSS� Ox8x3/8 s�oa , p � ►��'T� � � � ��N � _ .. �� � r� n � - - - -_ _ _ — _ _. _ __ _ _ ___._ _ _ — _ —_ - - _ — _ _ _ ___._ _ ..__. _ ^ _ _ -- — _ - � ° � _ � ,, „ �y �17Q � ('"� �� �"� ...�Y " '?i,"LS CHAiN 9TRE£Te �1A17? C tCl '1 � W8�4 � � ,�.. HS�� Ox6x318 ( 126'- 1 Q"} .� NSS6� r' `� � � N��10x2x3/8 FLAT TREAD `��, � � = �, � �tiv�R���. ���,�an� � , �3� ..�—�� 47 tl�.926.7'.,Da 7 4 � � � � ( 12$' - 1 �'" ) ,...., � � NSS20x4x5/16 �. � c, > � s5os � x � � ��% ���.�2�.60❑4 ,.-_.... ,.-.. � �� _. ,�-.. ...-.. �, � , ,� t- � +� PLAN NQTE 9 � � cq :' I � - ( 127 - 10 112 ) � `s' - 2 `s' - � � .�- c-x� ° r� � � S550 � � 6 ; � � _ T- � � � � � � j � � TYP x �, ,� t- � x � � t' X �-' � ~ HS 14x6x1l2 STRINGER � � HSS10x4x3/1B {#� � � � cn -�- t-- �r o ' i d- �a �-- �r o 5550 �a- c� = x ; x �-- ' ��� � � ; .� � �, �— x �. Q„ «, H�S1Qx8x3/8 � N�S8x4x1 /4 � 3k HSS10x6x3/� 13 ° r.. ° � � _ , _ � ° ' �'. ,�, ° � � � � L..� � � � � � � N � t�"'v � oca � � � co = `" _ �.- � �• s �.- Z .�. � � 5 5200 - 1 � �" --- �- � � � � � _ � � 1j � c� 5504 (���. � � � � � � �, '`� ° �-- ' �iSS20x4x5116 "' _ � HS510x8x�1� � � � � � , � , � � � � � 5 , ( 127' - 101I2'" ) _ �F_�„ �,� � � c� I � � s � j � � � _ � �- � ��o� oF., � , _ � H�S8x�x1lA � 3k NSS10x6x3f8 13 � �, s�oa � "s' � �LT"'"' „�, �„ z = X - -� — HSS10x4x1 /4 (#) ,_..� � � ° s � � fi4k � `�' � � HSS10x8x318 � � ��!� �" � " r,�:,.! 12 � � � 5530 � �P = � � � � � ,� � c�t� � ,� �; •�= , s�o2 � � 3k , �"' r�n� � � � GRID 4 � 35k � � "` W1Qx112 0 � � � � HSS10p6x3/8(#� '� � ` t � ---. _ .� _ [� � iN8x31 1 �k ( � UV10x49 �¢ °°a, � 24k s�os 2 LQCS _ � 4 8k �" � � '' s�o� HSS6x6x1 /2 , � 8k HSS10x6x3/8 (#) � � 8k � �►" s E T— � � x � ° � s�5o ; Q�� � 1r s�oa SIM r � �� TYP AT GIRT � � ' � s5oz ' � � `�' TQS = 139'-91 /4" AT BMS �"'� � I _ s�o� TC} �OL Ct�NN B �- a , = � � c� _—. s �, NC}�"ED T'NU� : (#) � I � HS�8x4x114 � Ok ; HSS10x6x3/8 10k � � � � °' ss52 � HSS1Qx4x1 /� # o � � � � HSS10x4x1 /4 i � � � W8x40 (#) � � � ' 7 TYP @ 'H�S "' �„ �- "' " � a "' � u g TYP AT � � s�o� TOINF = � � - � - 5541 � = S503 � � `'� �-t,�- i � `'�� � � r � o � HSS GIRT �, ..� w ,� ,��. �' , � � i � � o ,� � � i c� � w � � � � � � � � .� HSS8x4x� /4 15k W10x33 1 $k = _ � ,� � � � � � ....... cr,� °- c°�`��' ��� ' � �� ; � � ¢ o rn � PRC�JEGT : 13 .(7291 . � . {� 1 � � � 4 -4 HSS10x4x1 /4 , �. � W8x40 �# � �; s E �,. „ � dRA.WN BY : KH `d�-' � X � 3 � _ � -- CONTR GQORD GIRT s2� o � S552 � HSS� Ox4x1 /4 (�} DATE ; 09.09.2013 � � HSSSx4x� 14 10k � HS51Qx6x3/8 ° 1Uk � � ° X °� EL W/ WINDOW � a o ,� � o � �o � � j� SUPPLIER. TYP � i u' REVIS1t�NS : ° cn � �.r, �.. L� ' .� � i r � HSS5x5x3/16 � � s � i � � z - ' HSS14x4x1 /4 (#) `�' � 1 `� HSS5x5x3116 � W� Ox30 ' � HS510x6x3/8 # 9� PRic�NC sET a�.as,za� � � } t'"* PERMIT SET 12.09.2013 _ � s5s2 � _ � , ( 132 - 4 ) _. �... .W� 6x31 ,� ,.� � _ _ ._ � � � � � NSS5x5x5i16 GIRT c, - ��r PERMIT SET REVI�fON 02. 14.2014 c�3 � � W$}C�� , „ 7k• ,� & , „ = PRIClNG SET REV(SION 02. 14.2094 � � _ °��.. - -- - — - — - � � � �$ - O � � `'�' STEE� PAGKAGE #1 06. 13.2014 � � � _ .�_ _ _ � _ � _ � _ � _ _ �._ 5552 � °� ' _ ' �' _ HSS4x4x1 /4 � -� s�os � PERMIT SET REVISION a�.os.�o�a w ¢ � C}H � oO � � `� � �' I HSS10x6x3C8 (�) � . ca PacKac� �� o�.z�.zo�� � C1 9 1 9 ; c�o ,n, � - PERMIT SET REVISION 09.23.2014 � � 5503 5532 ���� 5 5532 5532 � � 4 y � '`�' "a�rn ; STEEL RC3C}F FRANIING PLAN N�TES c�n ° � 5 s2� o � � � � s�� 8'-01i2" g„ ; g" 1 . SEE SO SERIES SHEETS FOR GENEF�AL Nt�TES, SYMB�I.S AND ABBREVIATIdNS. _ � � I 2. SEE S5 SERlE� SHEETS F�JR TYPIGAL STEEL DETAILS . c;, � ' 1 '-1 � 1 /2" � 3. SEE 5530 FQR TYPICAL METAL aECI{ DE7AI �.S ANa SCNEDEJLE . � z i .� � � i 4, SEE 5500, 5501 & S502 FQR TYPIGAL �TEEL Cc�NN �CTI (�N �ETAILS AND SCH �DUt_E. AT BEAMS THAT HSS� 2x6x1 /2 � x�° � :� °-� F � ��� � � . . � I ( �....�..... � �_. .� ._._ � I tl�l� --�..._ {� - - - - - - �. ._ _ � _ � _ - -� � �`�� �. ; � ��ttt� � �. � { A� � 4"'� 1�' 4 A'uf.ft �rv� �>z.r'.?^. � � , DO NC1T HAVE A R�ACTI �N N{�1'ED C}N PLA�I , PRC7VIDE G(�NNECTIaN VUITH MINlMUM CAPACITY OF 7k. �� � $� � �� � � � � I I I �. SGRE�D CUNCRETE TO PRQVIDE C�NST�NT THICKNESS I ��� �� � �o�� ��.�`�� �:�� � � MA1N ROt� FlMASTE � o �, � � i � � 6. SPACE BEAMS EQUALLY BETWEEN GRID �1NES UNL�SS ClIP�IENSIONED OTHERWfSE. ' ' � �" �� K Y t `Y' c'- `c I I I . I T. TOF' (�F BEAM EL�VATI4N = BC?TTOfV{ QF �t�ETAL DECK UNk.ESS N4TED �TNERWISE (J�J PLAN . ( I t� �.�;� m ��., �.� ��.��,�� �"".�' `��m�° l � � FL�� � � �1� � � � (� ('� t� �' � �. 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Z `�', > � � `"� <'7 N I 1 1 I I � � CJ3 � � t-` � � Cl� ( I � Hss�X� aX�is � � _ � � � � � � ; �; HSS6x4x1 /4 � m � � � I i 1 � � � � � � a � I f � _ � � 6 � � � € i i � � 5530 � � � � � � �I��$X"� �X�/� � � i � � � � .... ! � � ' HSS6x4x114 � ci� �, „� � o � _ _ _ '�,,' � , i i � � � � '� � i � � �. cv —,.. ,�; *�,-,�- � � � ' HSS6x4x114 � � HSS10x6x1 /2 � c� � � _ ..� _ ^ _ _ _ _._ _ � _ p � � a � i '` i �► �— � 1 } � C HSS6x4x114 � �-- E i � i 4 ' � �."" � { f �� 5504 � � � ( I I 9 ' � � 4 5552 3 � � � s��z � � E ; i � � � M .-. � ,�-�. , � � � � ° HSS6x4x114 � � ° , ° � � � � ! � �r � � � � � 1 , � �,' s `"" � � � i i � � � � � PRtJJECT; . 0291 . . C3 'n i � DRAWN BY : KN s2� o DATE : 09.092013 ,� � � � a � � � � � t � � `� � � � _ _ 7 _ _ 52p0 � I���/ I � � QIU � : M � N � PRIGiNG SET 09.09.2013 � �' 1 � � - — - — - _ �� QX�,...�,.,... _____ _ � _ ____ _ ._._. _ _ ___.e _ P _ � _ PERMIT SET 12.09.2413 n � � ° �� _ � ' _ � _ � � p � i k , "" "" "" • „'" "'"' """ ' � i PERMIT SET REVISIQN 02. 14.2014 � � 4 ' ' � PRICING SET REVISION 02.14.2Q14 � � z � � � _ __._ _ __s._ _ � _ � _ ____. _ .____ _ �. _ _____ _ ._ _ . _� _ � _ ____ _ � _ __.__ _ �_____ _ — _ � _ .— _ ____ _ � _ _�___ _ — - — - �--- - — - � _ ____ _ o�o ��=��o- ( S5B2 3 STEEI. FAGKACE #1 06. 13.2014 � c�. � � PERMIT SET REVISION 07.Q3.2014 w � � � � CD PACKAGE #� 07.25.2014 � f I { X � 1 � "� ! ° ,�. ° � i �, PERMIT SET REVISION Q9.23.2014 a � � i � ` � � �r � � � � i � �����, R{)�� ��I�� � .�S �'��{ ��}��� = x � 6 S210 i � T— I ( � � � I 2. SEE ��5 SER{ ES �HEETS F{JR TY �ICAL ST�E�. QETAM QLS AND ABBREVIATI4NS. i � � i I I t � � � 3. 5EE 5530 �CJR TYPIGAL. METAL D �CK aETAII.� AND SCHEDULE . I j� � � I � 4. SEE 5500, �501 & 5�02 FQR TYPICI�L STE�L G�?�3NECTIQN QETAILS ANQ SGHEDUL.E. AT BEAMS THAT HSS10x6x3/$ � I — A ° ' ' ' ' DO NC}T HAVE A REAGTION NCITED �N PLAN , PRQVlC� E G�JNNECTIQN W{TH MINIMUM CAPACITY OF 7k. - — - — - - — _ ___. _ ..v _ . � _ ____ _ ._ �. _ �.._ ������,� , ��, k��� � � `�' � � 5. SCREED G4NCRETE TQ PRQVIDE C�NSTANT TNICKNESS - - � - � � � � �a�� � � � � ��� ���u�; �� � �' � x � � � 6 SPA�E BEAMS EQUALLY BETWEE �1 �R1D L.INES UNLESS DIMENSIC�NED �?1'HERWISE. � � � �� `� � � � ��� ° � � �"� �� c, p� � . ��� �.,� ��`� � � �� �X� ��� �� I I � I 7. 74P t�F BEAM E�.EVATfQN = BOTiC}M �F METAL DECK UNLESS �1QTED 4THERWISE ON PLAN . � I n� � �' ,� r � NI � H Rt�(JF PI.AN � � �. . . � � ��� � �n��� . .���� ���wr � c � �* 8, AT CONNE��IONS NOTED TNUS: PROVIDE SING�E PLATE CQNNEGTIt�N WlTH rV1AX # (�F BQLTS, � � �`� ° ��� o � � � � l�.7 �� � F � EV� � �� . STD H{�LE� IN PLATE AND BEAM WEB AN � SC BC�LTS. UNO �� : .�.�M .�.��.�. �,�.��. ��T�.._. _�� � . ._s� �� ,.Yn_�. =�,a ca — � � 1l4" _ 1 `_t�i4 �'� j ��� �� . . � � � a r� �`� ��.aN �vo�-r� �,. �ao-_�. .,s.. � .� „��_�wA.,9� �� � cL �ucL T_ �� � � �------�_ _ _--------__� � _____ ___ --_�_---------_�________.________---_._ _ .... .______ .___ __ __ ____--- ----------_____._ ___ ____�_ �_� ___�__ v _______._�� _- — � � _�e � � �____-- - - � � C � ' � C � . > N � { � � � � �+ � f�°_ � V � "�,` � � � � � � a i i � � � . _ � _ ____ _ _ � _ __ _ T _ � _ ____ _ � _ .v �_ _ _ MASTERLEVELB r � � � `� �, 137 -6 � � � � � � � � a 9 � � � i ! � � f �ca Qt a i i t� � � r t�'? 0 � � � � � � � — - — - — - — - — - — � � � f� � 7 � .ri505 ' � �-? U + �1 � � i � 6 -� � S541 � � � � S552 � � � 3 C.� � ; � _ � � � z � � � � a G i � • ,�,,,.,, =�" c� ! 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' LCE' = C�MPRESSI4N EMBEDMENT I.ENGTH , ' LGS' = G4MPR�SS[ �N LAP SPLICE LENGTH, `LTE" = TENSiQN �MBEDMENT LENGTH , � � � �� �� � p'� ' L�'S' = TENSI {�N LAP SPLICE LENGTN , 'LL�H' = H �OK DEVELQPMENT LENGTH � 2 . `T�P' E3AR5 ARE H{�RIZONTA� BARS PLACED SUCH THAT MQRE THAN 12 IN . OF FRESH CqNGRETE IS CAST BELOW THE BAR �' � 3. ALL BARS THAT ARE NOT 'T4P' �ARS ARE 'OTHER' BARS '� Nt� SCAL. E TYf� � � YED CC� N aT JT t� � QM ETRY - '� � 4. UN�ESS NOTED C7TNER�IVISE, ALL HOOK BARS SHALL EXTEND TQ THE FAR FAC� {LESS 2" C4VER) 90" HOOK � 80° HOOK k.+�P SP�fCE NOTES: PRINCIPAL REINFC}RCING 1 . ALL SPLfCES SHALL BE WiRED IN CONTACT AND STACKED VERTIGALLY 2 . ALL SPLICES ARE 'LTS' UNLESS NOTED OTHERWISE 6d 3. SMALLER BAR I�AP LENGTH SHALL BE USED 1NNEN SPLlCING DIFFERENT SIZED BARS 4" M1N 4. LAP LE�IGTHS SPECIFICALLY DETAlLED {�N DRAWINGS SHALL GOVERN IN LIEU QF LAP LENGTNS SCHEDULED . � ��� � ¢�,�°; r ., d`� �`�' S. BUNDLED BAR SP�ICES ; ,,. � � �`�`'�` �' J" , � ;.. '.,• - � � �.. t�� ~°<_ �.,�,� �=;.. A. INDIVIDUAL BAR SPLI �ES WITHIN THE BUNDLE SHALI. BE STA�GERED �:;. ��' ;`��;�`�' '��"���, =:�. � �����' � �_�_�_ _�__ B. INCREASE LAP LENGTH 20�/o F�R A 3 B/�R BUNDLE _��� V; ���,�, �� ';= _ �� 1 C . IN�REASE L.AP LENGTFI 33 /o F(�R A 4 BAR BUNDLE , .� � G' �, = 6 . IF A NOTE JR DETAIL CALLS F41� A BAR T�J BE EMB�DDED Ld (DEVELC}PMENT LENGTH) INT� C{��JCRETE, THIS LENGTH SHA�L CORR�SP�ND TC} A ' L7E' I,.AP � ��': � "ti,� f ��r ` � _ r !i . . �`� 90° HQt3K 135° N04K MAX 4FFSET BEND ��' ;�."��,���. .:.;;,` #3-#5 #3-#8 ADJUSTMENTS TQ GIVEN LAP LENGTHS: n .. ; , , ,�� � °, , ,� , . :.. . . STIRRUPS QNLY TIE OR STIRRUP 1 . IF REINFORCING IS SPECIFIEQ AS EP()XY CC}ATED , INCREASE SGHEDULED LAP L,ENGTHS BY 50 /o �������� � � ; 2. SCHEDULED LAP LENGTHS ASSUME : _., A. CLEAR C�VER IS GREATER TNAN BAR DIAMETER, BUT NQT LESS THAN 3/4" NC1TE�: D1 D2 B . CLEAR SPACING BETWEEN �ARS 1S GREATER THAN 2 BAR DIAMETERS � K�1�E�� ������EC�S, �'� �;� _ � �� �3 _���� 4� G . IF EfTNER COIvDITION A 4r'� B IS NOT MET FOR A GIVEN SAR, INGREASE LENGTHS BY 50% ���������' �(� � � 1 . ALL BENDS SHALL BE MADE C{�LD � ,p�� �� �,�� ���{� NQTED BASED t�N Fy = 60,000 PSL FUR �TNER YIELD STRENGTHS, MULTIPLY SPL.ICE LENGTHS NOTED BY Fyi60,000 2 . #14 & #18 BARS SHALL BE BEND TESTED #9 - #11 8d #6 - #8 6d & LAB APPR4VED PR[ OR Tt� �EN [? ING #9 - #� 1 8� �� ��� � �' �T � � � � '� ��� � H�C?K �MBEDMENT NQTES: .� k � � ,� � „ �,-� � � ,� � � , �,E �� � 1 . SGHEDULED HaaK EMBEDMENT LENGTHS ASSUME: � � ", ",°s � � �� , 2.25 R1A�hi 9TREET� lkNiT G E fl t A. SIDE COVER IS 2112 IN�HES C}R GI�EATER ��y`�"'��, c�L��p�"� � , 6�� 9 7 C1.9."'.6.7`.a Fd t7 7 B. �aVER BEYaND I� 2 fNCHES 4R G�EATER ��x �'°.��°. �°�g 1'YPICAL REINFORGING BENDS 2 . IF REINFCJRCING (S SPECIF( ED AS EP4XY C�JATED , fNCREA�E SCHEDULED LAP LENGTHS BY 20°l0 3 . IF SIDE CC?VER IS LESS THAN 21121NCHES, INCREASE LENGTHS BY 40°!0 � a � � � � � � � � � � � � � �, � � � �= � � Q sc,��E REIN � C.� R� ING D �V � L. C} F' MENT , PLAC; EMEN �" , � NC� E� � � D IN � � `'� � _. �C3 � �. � � � . 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N�TE 1 FOR GIRCULAR � � e �. � C}PENINGS � ��� .�.�����. n�.�� � . 1K�.�� . . �40TES: �� � ..��,..�,�_.�a ��� . .��.w, �...� ..� � .. ,�. _ . . . � 1 . GREATER C}F 2xG AND 12", WHERE CLEAR DISTANCE IS NOl' ACMIEVABLE, TREAT AREA �-����� n -� ._.�,.v ..,_� ..�__�� �� . _. �_.__�.. .�_. AS SINGLE C�PENING REINFO�CED PER "TYPIGAL C}PENiNU" DETAIL � 2 . DU NOT CUT REBAR AT PENET�ATI4N� L�CS. REBAR MAY BE MQVED 8" MAX TO NpTES. � � FORM SAVER ACGUMM4DAT� PENETRAT( aNS 1 . DETAII. 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'TUP' BARS ARE HC}RIZ{7NTAL �ARS PLACED SUC�! THAT MQRE THAN 121N . QF FRESH CQNCRETE IS CAST BELQW THE BAR " � 3. ALI. BARS THAT ARE NOT 'TOP' BARS ARE '�JTNER' BARS "� N � SC��E TYP KEYED � t� N � T JT' C� � �JMETRY - '� � 4. UNL�S� NC�TEQ QTHERWISE , ALL HC�4K BARS SHALL EXT�ND 1`0 THE FAR FACE ( LESS 2" CQVER) 90° H�OK 180° H{�OK [.AP SPLICE Nf3TES; PRINCIP�4L REINF{3�CING 1 . AL� SPLIGES SHA�L BE WER�D lN C4NTACT ANd STACKEI� VERTICALLY 2 . ALL SPLfCES ARE ' LTS° UNLESS N �TED �7TFfERW# SE 6d 3 . SMALL�R BAR LAP L�NGTH SMALL BE USED VUHEN SPLICIN � DIFFERENT SIZED BARS 4° MIN ..:.. � � �' ' . � � 4 . C.AP LENGTHS SPECIFfCALLY DETAILED ON C�RAWINGS �HA�L GOVERN IN LIEU (�F LAP �ENGTN� SCHEDULED �� , ���� �-� p O 5 . BUNDLED BAR �PLfCES: . : ` ` �i„ � ° � ;�'I' l. '`�: t � A. 1NDIV� D�IAL BAR SPLIGES WITHlN 7NE BUNl� LE SNALL �E STAGGERED �_ �� �� �`�`' i4 ����'"4� :.. c��, �.��" 6 �. INCREASE LAP LENGTN 20% Ft�R A 3 B1�R BUNDLE -- � ' 2;���� �_:.�. - d � � � � �-��-��---� G. INCREASE LAP L�NGTH 33°10 FC3R A � BAR BUNDLE = °� ' <' � = 6 . iF A Nt�TE QR GETAIL GALI.S F(�R A BAR Tt� BE EMBED[7E� �.d �DEVEL�?PMENT LENGTH � INTQ GONCRETE, THIS LENGTH SNALL. GCIRRESPOND TO A '�TE` LAP ��' � , . . � n� � � �`. , , 90° HC}aK 135° HC?OK MAX OFFSET BEND , ��`� `��`� , � � f '� ,:�; ' #3-#5 #3-#8 �C?JUSTMEN7� TC? GIVEN LAP LECVGTHS. a . :,;;. , r , ,,., :,.°.,,. STIRRUPS {JNLY TIE 4R STIRRUP 1 . fF REiNFORGING IS SPECIFIED AS EPDXY GC}ATED, INCFtEASE SGHEDULED LAP LENGTHS BY 50 /0 09/23I2Q14 2 . SCHEDULED LAP LENGTH� ASSUME: .�...._.. �,..,._ A. CLEAR Ct�VER IS GREATER THAN �AR DIAMETER, BUT NOT LESS THAN 3/4" NQTES: D1 D2 8. C�EAR SPACING BETWEEN BARS IS �REATER TNAN 2 BAR DIAMETERS � KHW��� �������C1`�a, �� 1 . ALL BENDS SHA�I. BE EIEIADE COLD #3 - #8 6d #3 - #5 4d G . ! F ElTFIER CONDITIC�N A OR B 1S NOT MET FaR A GIVEN BAR, INGREASE LENGTHS BY 50°10 ���y�����` �� j � 2. #14 & #18 BARS �HAL� �E BE��ID TESTED #9 - #11 8d #6 - #8 6d 3. SPLiCF- LENGTHS N�TED BASED ON Fy = 60,000 PSL F(�R t3THER YIELD STRENGTNS, MULTIPLY SPLlCE LENGTHS N4TED BY Fy/6Q,000 & �AB APRR�VED PRIOR TQ BENDING #g - �� � g� � H�CIK EMBEDMENT NOTES. ., � :� �T � �v r r� �. �-r� � �, � � `� � asv � u �-rcr� a Ens � anr � � rxs 1 . SCN �DIJLED HflOK EMBEQMENT LENGTHS ASSUME: �� ��� � �` � i �:>` v725 MAIH Ei7F.EETe �NPi' L' 1 � t A. SIDE C{JVER IS 21 /2 lN�HES UR GREATER �������. ��`��x��� � , ��� 'J^. Ct.9�e�.i`..t�.tl7 B. COVER BEYpND 15 2 INCHES aR GREATER `�k �?�.������o� TYPICAL REINFt7R�iNG BENDS 2. IF REINFORGING I � SPECIFIED AS EPDXY C4A7ED , INCREASE SCHEDULED LAP LENGTHS BY 20°l0 3. CF SIDE C4VER I � L.ESS THAN 2112 INCFIES, INCREASE GENGTHS BY 40°l0 � � � � � � � � � � � � � � � � � � � � � :•�' � �= � NC� s�A�.E FZ � INFORC: � N � � �� � L. QPMENT , PLAC� � M � NTtl , � �ll� E-3 � I�iC) II'� FC� �3� � � � � � � . L.ESSER C�F : LTS + 18", TYP � � 1 ) LDN � 2„ GLR Tfl REINF, 12" MAX � 2) �AR FAGE 0� CONC LESS 2" TYP EW 3"-0" MAX ADD 1J2 NUMBER OF BARS INTERRUPTEL7 BY {�PNG PL,U� 1 , SPACE AT 3" C1C STANDAR� HQQK � �� a ^..',- �G � N4TE 2 � ii � PRt7JECT : 13 . 0291 . S . Q3 � ' � � �� DRAiNN BY : K H _ = � _ _ _ - _ _ = � � � = v � � � � w = = �� = _ = = _ _ = t- � � ��.� �� ���°s � � �� �, Q � r�aT� : os.og.za� � �- v���r�ca��.Y � �3 a � � � � � ii C� � r — -,.. � �� u.. t.� / ` � REVISIC}NS : � � AT BEAM UR WAC.E. FACE , ' � i ��-,-'' � ° � � PRICING SET 09.09.2d13 � � �� ° PERMIT SET 12.09.2013 � o �� � � PERMIT SET REVISION Q2.14.2014 � � LTS LTS UNQ ��R�� Ei ...,_ ,..�.. PRIGING SET REVIS{ON 02.14.2014 � i� PERMIT SET REVISION 07.03.2014 � �� � �� �� � DETAlL � IMILAR $ � � � � �z � � ��� �� �� � � � � c ¢xnpY .� ._ � 8 4'�' ' � f rv ^ � � ._ - ��,. ca P�,c� � a .zs.2o�4 0 o NOTE 1 F'4RCIRCULAR � � �� � �� �� �,� � � PERMITSETREVISION 09.23.2014 ���N � I��� � ��� « � l� ""'_'�!� "�t � Nt�TES: ��� � 1 . GREATER (�F 2xD AND 92", WHERE C�EAR DISTANCE IS NOT ACHIEVABLE , TREAT AREA � - �-��� -" .r_ _ �� .n. xr__ , AS SIN�LE OPENING REiNFORCED PER "TYPICAL 4PENING" DETAIL `���� � : .�.� r._�. ,� ._ F � � � ��.� �� 2. DO NQT GUT REBAR AT PEN �TRATI (�NS L4CS. REBAR MAY BE MOVED 8" MAX TO NOTES : � � FORM SAVER ACCQMMOQATE PENETRATIflNS 1 . DETAIL APPLIES IJNLE�S REINF IS SP�CIFICALLY D�TAI �ED QN THE DRFlWINGS 0 � � TYPICAL AT C3PENINGS 12�� oR ��ss �r��ca� a���v � �v � TYP CONCRETE � � � �, �. � a ETAI �� , r- � . � � � �- � � ° � �' Z � � t� �va sca<<,.E TYP 1F {� RM �A\/ER � o sca�E TYP CIP V1/AL. � PE �IETRATICJN � � � ° � � � � i i � � i i � i i ' j , � � � � , � , � � � , � M � I � � � � � y I I fl� ` ' � - - - - - ` _ i i ' � - - - - - . 1STPQUR 2NDPOlJR � � � - - — - - � � — STRIP FOt?T1NG SCHEnU � E ``_ � � i { � _ _ � � � ' ' � � MARK FOOTIN� SIZE �.ONGlTUDINAL TRANSVERSE }�EMARKS �„ --� � �'/FTG, SEE PLAN — � � � � r i — r ' — ! 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Q O �3�': �`U !� ��`� 'rul`"� .'-'. LTS AT AL.L BAR SPLICES �::� � �' " .. . u� c3 PLAN AT FO()TING 1NT�RSE�TIfJNS _ �' ���� � °3 = �— a--� - � � q ���,,,���nnn 5 �1 �I �/ +- � .� { � .et SEE PLAN SEE NQT� 1 � : ' r�'" ,�' ; T/FTG , �EE PLAN "'�" ,'���;�� , r. s. � LONGITUDINAL TUP REINF IF �' '"<������' ��;.':`� #4xGQNT — REINF NUTED IN SCNED � � � � ��� � � � � � . �IUTE 2 09/23/2014 �'-�„ � TRANSVERSE ,� . . . « #4x � �� � c, REINF . . . . � � K�it��B6 A��H�TEC��, �� r�!°�u - - � gy �+ r� ry � • ��F ���17�� L� � L �5 a�12" EUV, T&B . � 1 � = � � � � = � � ----- � � = � ( � � � ( I I I { � I I i ^ I I ! ul i I � x� � � � �Ti � � �t � �Tt � � �' � cctNS �uL�r'tt+aa � r+o � rea � ��ra =. APPR�VED BRG �^+ p � �� �.,�..f� 225 MA.iN STP.EETr UNIT G ig7 � �y�� 1r�R ��o;s�s.�an� MATL (NOTE 3) �' E[sv?nrex�n, Cauyicao[a 81632 r W �nx 97Q.�32e.6tlOS� NOTES: 8�� MIN NOTES: 1 . GL�AN SURFACE AND REMOVE LAITANCE. 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L QN �TRIP FC� C7TIN (� � No sc�� � TYP � ING � E aTEF' AT` WALL �' Q {�TINt� � � ° � � ���_____ � � �_ --------______ ______ __� � ' � WATERSTOP . a SEE ARCH � � � m � r- � � � � WATERPRO�FING � � WA�L STEP SEE PLAN SEE ARGH � = � � � � � f = 1El � � � � � � _ _ _ _ _ _ #6@12" OC EUU, TaP -� ; � r- c�, ..,�... � `? � , � � m , � � � � � —_ _ #4@12" QC -----�.. �� � � � , t __.___ ; _ � � � � ,� � � ' !_ t - - � 1 --_ , � ---- � � � � � - I f ; - `- 1 I � --- � i � _ { � � --- � � � � w ,w�.wi� � I E f ____. � � � ---- f � � � �' C!} � __ , __. ;� � II � = � i � - � � � I � � �- I i =� I � � , �--- - � _ o � � � � 3�_0" • "' °- `�..` ►�. ' � ""_.�.�. ° ' #4x �`. �� �" �� � , � � � � __ � � � � ,� , �, _ _ _ _ . « . . . �.'�.� � c� � . � 3 ��� � � i 3 #6 a�12" OC EW, BOT � j ss� o � '�"' �, � MUD SLAB A� �""' � � DWLS TC} MA�'GH TYP FTG REINF . REQUIRED � ! CONTR QPTION FORMSAVERS APPRC?VED BRG MAT. '"'"�� � � SEE Nt7TE 3 IN 2 / S31 (? SEE PLAN �= � � fl � ca�- � MAT FNC� STEP T(� TYF' 1lVAL � FCJt�TING '� ►� o sca�.E TYP MAT �' C� UNDATICJN 2" CLR 12 #6@12" aC NQRIZ sssa � �TEP, TYP 1i � ', #,� ' � , — Iii �" � :- _ r ��y}� ��,�� �' f '�\ � •� :. JC:. � J /r _ ( #��12�� {)� Z-B/aRS .: ' �,�`.^�'z����, � t%,��„4��,�, .: — i f � Tl � f . �° � ����� � .; � j � � � _ � � i #�� � ��� ac �w. i , � --� ��� ?�, � e' � :.: � � � I GTFZ IN WALL I L.T i . ` �, . � ,� ' � � � � � ' � � ` , � �, :. � � � .f . _ '•`:' �t �� '! <t`'�= . ,':i..,-.•. FUV4 SEE --''���� I I , 0912312� 14 � � ��� � � � ( POOL BY � r � SUPPLIER � � � K�I�N��� ���I��1�CT�s �C I I �tIP��IG�� �(� 12 ( WATERST(�P , ( I SEE ARCH � � �� � � �, � ,� ��- � � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � . �`T��71T= _ �:� �,�.� �.. . � 6 m '` ° c €� r� su �-r� nA � � neGawe � �z � � �'`�^y - ! I _, � � I -== ► �t*�. �� � � .ci31 � � _.... ..� .__ ._ — ° _ —� — — — (,�� l./''� ° — — � 2� � n.tair+ BTrt��r, ur�ir c t � r � � � � � — � ` � ( � 9�'O 9�G.Ca�O'�FtQa B�t632 - i = 1 i 1 = 1 I 1 = `��' � 1 �nx �.��. �z�. ���� � . 1 � F i � � � � 3'-0" MI �1 a � . , , � � � ( � � � � i � � � i i � Q � � � � _ .�1 #4 a�12'� Z-BAR , .--�� : �"" �� --- #6�7a 12° (?C EW, LTS �,. ,�.'�. T&B TYP .�,� ��„" � ,�= �» � c� sc��. � MAT FND ST � F' AT C� R. � [� � � � ; � � ___ _ ;� �. � � � � 10" CONC WALL, � EE 1 1 S2'I 'I EXTEND VERT REINF LTS INTO MAT. N (7 VUALL AT S1M #6 a�,312" t�C HORIZ � @ STEP, TYP ! � � _ o , , �.TS PRUJECT : 13 . 0291 . S . Q1 DRAWN BY : KH � #6@12" 4C Z-BARS � dATE : Q3128114 � d- r , _ - N #4@12° Z-BAR REV� Si (Jhl � : � � � PERMIT SET REVISiQN 07.03.2014 �? SEE MAT F(JUNDATIC} N caPac�c� �� � 07.��.zo�a � ° ALTERNATE NQT�S t� N SQ01 �@� ��� oc Ew, �,o ��� �� {j I — �I� ° PERMITSETREVISION o�.z�.�o� � � � -r�� �r� ,�� � — � � � � ��, �� � � �, � � ��-a�� Mcra � o � WATERSTC�P. S�E ARCM LTS �, � TYP ��� � �� ��� � :� �' w � ��� � ���� � �� � � . �7 C� � � � y � �� �,� �� � �� � �M� ��„ � �Y� `� ��� � ���. TYP MAT F I� D � � cu Q � � ��� � ..� � �� � °°- � � ��� A ��.��. .�'� '�" �� .� ��-� _ DETAiLS � � � � � ° z � �' �C�� � .,_r �.�� ,_w _� ,� �%�v�� � � � ° '' r� a sca�.E TYP MAT FI� C} �T1� P � � � � .� SEE PLAN � � 2" CLR 1 " CLR � > t�UTSIDE FACE {SUIL — LTS OR CONT, TYP a� , j , , , , , , < < < , , , , � � � � , „ � , : , � „ � � , , , � , , , , , , , , , � � , „ � , � , , , , � , , � , � � � SIDE) - � I � � � � ' � i � I — { t � � �_ ! — �vl = � � = I � — � � — - - - - - - - - - - - - - � � , � _ _ � � __.. _ i I - , � � _._ � - - cn I — � � " T/WALL = SEE PLAN _ � � 2 8AR SIZE & SPACING - _ __– • • _ 1 - - - - - _ _ _ � � `� #�xCC?NT, TYP S1M TQ MATCH H�}RIZ � � = — � � sss� — �„ �, REINF _ , � � 3'-0" _ � --- �- r-. r� � T�P REiNF 2 #6 EF - � � � � INSIC3 � FACES INSI �E FACES t ) � * � r _ � , ___ � �' #4x � ASTM A706 - - - - T - E _ � - � f VERT B, INSIDE FACE � � DWLS a�} 12", BEND DQWN , TYP � � — VERT A, OUTSIDE FACE -- - • ' � � % • '' • ; ! � ° CROvS 1NALL �» � o . - t � " � � �j • • _ _ _ _ NQRIZ REINF -----._� — � � � � � — _ � _ • « H4RIZ B INSCDE FACE �a � NC?RIZ A, OUTSIDE �ACE � � C}UTSIDE FACE ----��.._ � I � °—=�. � �� - (S41L SIDE} m ,��, � � • • � � {JPEN ClRCLE INDICATES = . . , ,� � - i I VER�I fCAL REINF � = I ; - - - - _ _ _� _ _ _ _ � � � � � _ , � i : � S4L1D C1RC�E iNDICATE� AdDIT1C}NA� f - :.� � e � — VERTICAL BAR�, SIZE TO MATCH - I . . �„ ,�, . . • WALL VERT REINF � � - � � � � � � -�'-- -- - - - _ _ _ _ _ � � � � ss�� � � _ . . �" � INSfDk FACES - � - _ _ _ _ _ _ _ _ � — � : E - � --- . . �► _ � i = � o � �a�. � T/ FNG} WAL � - AT � L.AB STEP � Nt� SCALE TYP GR BE/� M / FND WA�. L W/T1N� LAYEF� � F� l� 1 � F _ _ { . . , r s: � ,, . ,., `� . . , ���'���� . ��'�' r £ f,. �'� SE� PLAN � SEE DECK SCHED FOR . Bt�T REfNF �2} #6 E� � ��, . �t�� �;,����f��'.,� M1N BRG LENGTH NOTE 2 60'-0° MAX _ ;: � � ~ "�° ��: - { � ���� � ��:e — �: - s�-a° u p� .� . ^, _ .� ':� �, ,� :_ .��.��� . .`� � :. #4x �; ASTM A706 DWLS @� 2"', B/WALL = SEE PLAN _ _ _ _ _ _ �"�° .�.,,.,;� � _� � , ��r, ' � � ���� :.�� �, ,. , ; � , , � , � :�'• BEND DQWN , TYP i � 09123/2014 s � • 5310 - - - - - - - - - - - - - ` . � NOTE 2 � _ _ _ _ - - � ���'��B A���1�T����, �C T/LEDGE " � FOUNDATIC} N UVA�.L �GNEDULE ��������� �° � � CONTR C4�RD W! � DECK QRIENTATl4N � �, LANDSCAPE AND AR�H � VARIES � � :� � � �-r � � � r� � �-r� r� � MARK HORIZ A N �RIZ B VERT A VERT B — #4xCflNT TYP ��" � , � � �, � uR,-« G � �, � � � � �� �: � * ) �� �� �� ' ` 2�� 1i.AiM 9TRE�T�. Ut'.117 L.' ( O t Fw� ��� s,� ��� �„ ��� �,f ��� ��, ECJ'fsAteG+9r CC9l%f�eRCko � 9 fi3� 5'1C119 .'+.Er.Y'aflC!"7 � FW2 #6�a 12" #6 a(,,712'" #4 a�,,712'" #4 a(�,,712" s�x ���:�2�.�naQ ����� �� co�Tlrvi =--- �w� #�@� z° � a� � z,� ��� ��� ��� �„ � f � �Lr��X4�� HAS a�24�a C .{�.� �} .�./,� � � (— YV� 'H`t�� L�� tt`tl.i� �„ ��,� �r+ � \:r� '" �� � � Fw� #��s„ � �,�„ #6 a�?12° #��� ��� , ,:�' � YVU tt`�t�,� 4r� ��� �r� f1�tC�,� ��� ttV�� U�� '� ��}�'�� : '� �i . SUBMIT ��CATIa�lS C7F CQNS1" JTS FOR REVIEW PRIOR TC3 CONSTRUCTIaIU FW6 #4@18" #4@18" #6 a�710° #6 a�10'" � AT DECK BEARII�G � � 2 . �.�GA�"E C(?NST JTS AT LEAST 5'-U" FRC7N1 PI �AS�f"ERS AND �(��N �RS. AT GR BEAMS, '�` "� JT S{�t�LL BE IN MI �DLE THIRD OF SPAN NfJTE�: � � 1 . SEE 6 FOf� PQUR LENGTN LIMITS AND CONTRUL JOINT QETAILS. � � S312 � :�* � � TYP FND WALL. - TWC� LAY � R.:� {� F � � � '� �v � ScA�. E REIRIF _ �► � r ; � � " � � � , , i � s.r, i � -- � i I � � � „ i � . � C� �sXeX��sXcoNT wr � � ; ; - - - - �TS --„ �TD HOLES IN ( ; ' �'ORNIE�7 JT, � DUVL T� MATCH SIZE AND � VERT LEG ; ; ; � SEE ARCH SPACING �� �NQ WAI.L � ' � 2'� CLR VERT REINF '� � I � E VERT W�LL � _ ____ _ � _ � _ .____ _ . ____ _ _ _ � � _ ____ _ � _ � _ _____ _ — � � � i RE1i� F - - � I � , , � ..�._______� �- s 112'"� EXP BQLT w/ ; ; i � � v • PRtJJECT, 13 . 029 '( . 5 . 01 `� 31 /2"' EMBED a�? 2�_6,� I � � , • � � DRAWN BY : KH � #4 D(�WEL � 12" C}C . • • t�C, AND 1 '_Q° FRt�M , , � �r CTR IN SLAB END QF ANGLE _ � 1 = ! -U � ' � TIWAL� �/�TE . 09.092Q13 c� � l � � � � � > . : - �� � , ., ` _ HQRIZ WARL � � � I I I . _ - RE � NF - R��t1SIt� NS : � � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ i _ , . ,. � � _____�� ! 1_ _�=. � � ��� pR�eiN� s�-r a�.o�.20� � _ . . . ' - • -- � ---- � ` � ---- � � -- � I ---- � r -- I � I 4 ` PERMITSET 12.09.2413 � p - - � 1 t i —` 1 I ; �"° ) I � �`� I ( ( I I "` ! ! ! —" 1 I ( I I I °�` I I I ✓° ° ) { PERMITSETREVISION 02. 14.2014 � � • • _ _ � � -�.�^ - - � PRECING SET REVISION 02. 14.2014 � � 9 PERMIT SET REVISION 07.03.2014 � �- S300 , CD PACKAGE #1 07.25.2�14 u ¢ a • 1NTERMiTTENT 1 '-0" � 0 STD HO�K PERMIT SET REVISION as.2s.2o�a f� Gl �0� � ��Y� C� `��-�n Q� S30d � � J � • • A `���:�� �� m � �'�.� � a � � � � � &� � � $.�,�� �.�, � �� � � ��?� � � s '�i' �� � � '�:. � � � �- � � � � �R� � � � � �� � #� ���� � � � � � . . � � r� LTS + H �� � � ° � ��'._ ���. . - ��m �-� ,� , . � � � c� ���� � . �ti.� ,�_.�_ N � TYP F(J �JND�TIC� I� a Cl Z . � �m..m�� ..� � � d � ��� � .�� ���- ����� �� � _ ..�. WALL DETAIL� � � � � Q �- �, � o �, ° � � � '� � � s���-E CC� N � L. I� C} � E A1" � KYLI � HT � NO ��ALE TYP TIFND 1/1�1�� L ►� c� sc��.� T�' P U�ALL. \/ � RTIC �L � � � �T JC� INT � � a scA�E TYP � T � PP � � c� iR � I�A�/1��`,�� L AT T � � � � o � � � � � _ _._— _�__�m____ ___ __- -- --- ------- ----- ___ _ ---- - — --- -��----- - r�___. _ -- ---- - ---- _ _ �___ _ _ ____ _� _� _-- --_._. ___� _ _ .---.-----__._______ T .------.--------__ _�____ _ _ _ _._ _ ----------------- I � � #6 a� 12" QC EW TQP . EPUXY �,_��� � CC?AT. PLACE N1S BARS ABOVE •} � CONTl �IU � F�'U2 VUAI�L NC7R3� �' b � � E/W BAR� 3'-0" REIN� THRU PIL��TEf� #A�x � ASTNi A706 `� � STD HQQK AT #4x �; � ASTM A706 DWLS @ 6°, BEND DODUN , � � S�AB EDCE . TYP � DWLS t�? 12"' , �END DIJW�I , TYP � (4) #� J �ARS TYP ,� r � � � ( AT 9 �C � � � 5EE PLAN SEE DEGK S�HED FC?R � ��R� �` � ? 2" KEY MIN BRG LENGTH � � SEE LANC�SCAP� , � � (4) #4 J BARS AT #4xGONT, TYP w�°` °' ca — — 3'" OC ABO�IE N _ , � j � � � �. � � �— f O ! • • 4 • 8 f • P O O � ____ _ LEDGE -�. � . � � � � � } � � t � v , SLAB - - -- - - - - - -- - - � «a Q AT �UARDRRII. _ — -- � � � I �— � I E -�� ' s NO EXT — � � I � = ( � � -�= � - � � � � � AT SIM T � _ _ � � � 1 - - I - I I -___ I - } , , �_ , I I -�_____ � �_� � P0�1'S � - f � � � � � I � i ; � i = � l �" � � � l ; = i � i _-= 1 � � = � i � = II � ,.�.h � �, � — — — — --- — #4 V�RT AT � _ _ _ _ _ _ _ _ � _ - - - EACH J BAR • #3x [L @12 � a S�E L.�NC}�CAPE ` �' SE� PLAN ar �� ____.�.-- - - - - - * � � c� � C � � � i � f � � � � -= � � #�4xCONT . � �� � � �» � #4 a��i �" OC EVV �UT. _ #4 STIRRUPS AT 12" OG ° �` i CTR I�N SLAB 12 UG. ,� � DECK ORIENTATION �,,, -� � A � • • VARl �� !�.� � �2) #6 a�73" 4G . CTR. T&B • '_� a i �_ + ` * �""` � • `Y' ; 3�_Q�� �2ac2x1 /4 CaNT WI x e ° , 1l2"�x4'" HA� @24" �� '� ,� � � � #4x ° ASTM A706 " � • • � � � . . � (6} #6 EF ` DWLS @ 12", BEND DaWN , TYP ,� ,� � � � � A � � � � OMIT TYP WA�.L VERT � �„��;�' � � BARS OVER TH1 � LENGTH �, � � � � '� €� o sca�� �AI� TILEVEREL� AUTC� �; C� URT � LA� � NO SGALE FND WALL P1 �.ASTER AT STAIR � NU SCALE T1FND WALL, - 1 , � FND WALL GRADE BEAM � �, � � , � � � � r . :�� ��,+yi��'`�� � � � '�,. � xy ' �Y". :. 1 � 4� ,fi` fr LTS LT� �'�'����'�'�� �`���,4���`` _-_ � � 2��$� �„ _ v � , , - �- � � a� �� :_ :� � �:- �A�rc� s�z� �� o �=* ��� _{ "� �4 4 NUMBER QF BM , ;��f��, .. :. . � `� :: . . 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THIS L.UCATIt�N i ; i � . _____ � ; 1 112° 6 09123/20`I4 5502 NOTE 3 � ; � � � ; 112�� ; ' � ; � � � � �H�U��� ARC��T�C�Sr �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .{ �+ � �' � ��}�Y����1T 2� 1 Z �� IV i � ` 1 � X II _ _ _ _ _ _ - - - - ° - - - - - - - - � I � � � � i �- c�t � � i N111`a 1�T 1 N 1 C�I A 1�l`I I� � AT CORNER QR TEE JQINT � E ' "' � � � � ��" � ' , � � .M � � i �- N � i � , � ccqrasu ��-erv � � r; a � riaeEaxs I— � � f a � � _ � � � � � / � � ( ?u"`• ' 22T.-? MAIN 8?RE�Te UhAiT G 1 {?' i EC)vltitt*sJ3e �C.39W h'.aacl $ 1 6�3? � NQTE 3 ....... ' ' i .... �_._, �` � 3/16 � � ��❑.���.��Q � ,� � em � � .� ..... a � � n ._ .,_. �. � .�. m �r,x a7cl.i^�5.6do9 �c"" `t'_ , 3116 �� �' �-° � —� � � N4T� 4 � ; � N(?TE 1 ' PL 1 (2 W/ (3} B4LT5 � ; � � ; � � � � � � 5/8" MAX � BEAM CL , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , N{)TES : AT BUT7 J(?INT i { � 1 . GREATER QF 1 .5 x WEB THICKNE�S (7R 1 � 12" - _ _ '_ _ ____ _ � � - — - - — - — � � � � 2. GREATER C7F 1 .0 x WEB TNICKNE�S OR 1 , NEEL1 NQT EXCEED � � � 3. MIN F�ADIUS = 3/8"' - - - - - - - - - - -����:==� �, � 4. �ACKING MAY REMAIN IN PLACE UNC�. � � �- � c,.� — � � � � ,� .�- � � TYP Vt/ F � JP WELD ACCE � � AND � o sca�. E N � S CC) NN TC� WF C�VER CC) �. �-' � r� o ��a�.E � �vc� sc,�� E HS � BEAM TC� H � S G (� L � � N1� � �> BA� #� I N � � � � � � � � � 1 1 /2" MAX 3�� 1 1l2" MIN � � J2" MAX ERECTION PL AS REQD , 5I1 � 21 /2" MAX � ( 51� 6 _ ` 1 1 /2° MiN � � �- (3) S { DES 1 /2" MAX 3" 1 1 /2" MIN � SEE PLAN FC�R � � , 109` 41 /2° � _ � � ; 1 /4 TYP ti HSS CL. TYP r ; -�!�-------.— _ ._._ _ �. _ _._._ � � N ; , � ; � , 5/16 PRtJJECT : 13 . 0291 . 5 . 01 � EXT�ND WF T{� i � 7 ' � � 5/`f6 DRAWN BY : KH � SLAB EdGE f i j s�o� TYP i i ; � � ---- (2} �IC� E PL1J4x3 � � DATE : 09.Q92013 �r � r-- 4 � s �- � � � � � � � 0 � ii ii � � c� q- _ _ _ _ —�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i p� REVI � IC} NS : � � ii � ii 12 � F � �"° �- i � i � � .____m__ PRICINC SET 09.Q9.2013 � - � - - - - - - _ � �- _ _ - - - - - - - - - - - � i �' N i p� v� i � j - - - - - - _ _ _ _ i _ _ _ _ _ _ _ _ _ _ _ _ 5500 �� -�- »-� .__._____ i � c� i PERMIT SET 12.09.2013 i i � s � � � `—� � ii I ii — PERMIT SET REVISION 02. 14.2014 tr� F- i � � ii i i i i�- � PRI�ING SET REVISIQN Q2.14.2014 � � ; ; PL 1 /2 W/ (6� BdLTS __�'.�` ". _ _ `� STEEL PACKAGE #1 06. � 3.201 � . __.,�.._�._�,._ cy �y, C�.'? � � � i i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � PERMITSETREVISlON 07.03.2Q14 c� t��- i � i � E � CD PACKACE #1 Q7.25.2014 p p � ���� � � N i � 3 � E PL "� /� W/ ��� BCILTS PERMIfiSETREVlSION 09.23.2014 i , ; s�2� i E '°----- Nt� LOW BEAM AT SIM 1 /2 i! ` � � � I � 1 /4 � � NS PL ������ �� t�� ���3 � , , , 1 /4 , ' TICQNC = SEE PLAN �� � �� � ����� ��'�� � � �� �� ��N � ��� �� . ,� � � � �� � �� � �, .� � _ � ° SEE PLAN ��R � 14 ��.� ,��. �����.�,�. ��h� � � FS PL � ��� s n�����..� � ..�- _.�.— � � HSS �L. TYP 1 � � � ��� ° � ,� �.., � ,�t��_.r �..._W� ���� .. � ° � ���� _� a .�_ �..� . � �. �TL B11� C(� I� N � �. . . � � � o � � � . � � � o '� � � c� sc��. E H � � AT EIti1C� C� F 1NF GC� NN � NCl SCALE �l1/ 1 Q � � i� hl AT H � S C �JL � � C� SCALE � � � � EAf� 1� C� H � :� � EA6'� CCJN �I ,� �vo sca�.� W1 t� � C� Nl� � � ° � _.— �� �__ �— ____._ �___ __.� ------- ___ .____ ---- --___ . _ _ ____.__ _ ____�� _T __ -- --- --_ __ —___—� � _ _ _-------- I � — PL1 /4x3x3, TYP � .� PL Tt� HSS 3/16 � a� � � (3} SIDES, �RECTION PL AS REQ' D � � � - 112° 3116 2 TYP � � �, �, s�o3 STIFF PL 3/$ ES. SEE � � ��-== _ _ _ - - - - �„ -�-�,p 12 / S500 FOR ADDNL � �'. , � � � (3} SIDES INFQ AT BEAM CQNNS . �' `� � - - - - - - - 1 /2° 3/16 TYP � � � ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ REQD FOR BM CONN �"" � � � (3) SIDES, � � �, (3� SIDES, � , 3I16 2 TYP - _ _ _ _ _ _T= - � - - "-- - - - - - - - - - - - - - - - - - - ,� ' ' ,;�, o `fl'P 3/1 � 2 , i , - — c,� c� � . ._ � � � � � ; � L3x3x114x3° � _ ` "� _� i i i � � � � � � � ri (3) SIC7ES � � {3) SIDES, - - - - - - - � � '~ � � � ; TYP 5I16 � `�' U 3/16 � 3116 2 TYP � � � � � - - - - - ' i i i TYP 5/16 4 � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ 12 �j � � , 5/16 4 �' ._.q. J� � � S500 � i ; i i � ES NS S1DE PL1 /4 � i i i CAP P� 3/4 W/ ' i i i i ��� �"" ��,. TC?P Cal� �i AT BRAGE � � � � 3/16 2 i i , ERECTION BOLTS AS i i i i , � i � i i i REQD . REM4VE � i i � i � , FS PL PER 7 15502 � � � , a ' � � ES i i i BQLTS AF1'ER i � i ' i � � �v i � 3/16 � o � C� , � , CQMPLETING WELDS � � � u' ' ' 3116 � � 1 112" Tl'P � ( �,, �► _ _ _ _ _ _ _ _ - - - - °° —{ NS PL ' � 3�� TYP 1l2" ' � 2 AT WF 3/16 ; ; �� 1 /4 ( � � :� � � � � � � � BEAMS , i � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ � TYPICAL AT BEAM END ,`�' ��� � } � Bt?T CaNN AT BRAGE � No�rE: �r��� { � } �-t�� co�� ��r ��cM �ss PasT � � '� �,I � � s �a�-� ANC� L � E� RA� E T(� H � � CC} NN �' �vo sc��.E H � � BE��I T� 1I1fF wl� T � �' � � � � � � rao sc��� i1�� 7 � 0 �1 � ��T i�t1A1N F�� flF '� No �ca�.� TYP BM C�VER CC� LUMN �,�a��` PJP 112 FLG�__T_ �� . THI� � i; .', ' ' ' ' � , WEB EXTENSCON P�, 'i , � ��,,� ,. ,�`��'���,�`�,, ,; T4 MATGH TH � AND 1 '-5" - �`� �'; . � � `� y , �� :: C"� a° ,�� '� `'�",� �'t.�` ::: �Raa � aF a���n w�� „ - ; ����� �; = ��� �x�r��vsion� ��a�r� � �= -� . :. � :, � : .- IF LES� THAN 2" DECK ��=. .� ..' �° �.: . � 12" ; : BRG ON BM FLG, �- � r .,.J� :. :. � � .��k" � �`d � , THICKNESS 1'(J MATCH �" ;��. . � , ::,:: , � " ,. ,. 5116 � ' i '� � BM FLG DECK �UPPURT � �'' " �`� �' � � � � � � •�.� � � � �116 � i � � PL318 C6 t}9123/209 � � ! � � 3/16 � � c,,, ��� -�-�,p � _ _ ; � i 3116 „--�-" � KHWE�S A�CH�T�CTS, �'� � ; � � � «, � 14 1 1 /2" TYP ���'��1��`� �f1� 2 � ; ; PL � /4x4x4 . CTR �;, � /q� " ( I � � ; ; 4N BEAM AT � � 1I��� ` � � , , � r� .� ��r � r� � � � �rE � ' i � EACH VERT L � """ " � � ! �r� "' � cneasu��-� r� �� � rsc33em � ea, s � i I � ' � � � ( j � LJFI�� I � �/'1' Y Y ! ;,�*'`��� . . 2 's.'S MAIM� 9TRSETr LINIT G ( � 1 I � � EC�WR!lS59r .�'eili�Clh'ACfE3 Sf 1 632 � � L3x3x3/16 AT 5'_�„ OC � I � , I , {4) B U L T S, T Y P �.,n.g ��.��,❑., , � � � � 1 I cax ��tt. �+z�s.booQ � ; MAX AND 1 `-0° FRCM (2) BQLT� W/ STD St�LID SHIMS i i ; � CJP AT �' ; � EACH END � NtJLES IN AS REQ[7, TYP'�~��''`� i i ' i STRlPPE(� ; � CHANNEL & PL � c„a FLANG�S � � L3x3x3f16xCQNT ST4P 3f16 2 i 1� � � ; � � 6" SHORT OF WALL EE 7Yp �-�,P ��� � f a�` 3/16 2 5/18 � � ; BM GAGE �,�� � TYP SHEAR C�}NN G PER '12 1 S�QO STIFF PL 3/8 ES. SEE � +�' :� w/ (4) 3J4"� �C�LTS 12 1 S500 FOR ADQNL � � � INFQ AT BEAM CONNS . � � OFFSET PL ±1 "' AS � � REQD FOR BM CC?NN � �`"" � ��.' � ,�= � r� o sca�.� � TEE � F � C� C� R TRUSS NO SCALE FIJLL. aEPTH CC� I� I� 1�T P � RIMET � �. �; � o sc��E TYF' � CJ � TRA �I � F � R �„�,.� � '� '� r� c� s �A�.� W1 �}x 1/1/ E � EXTEf� � IQI� AT � (� � � ,� x: a � . a , � � � a , ; , � 3 � € �° ` � �°y� � �� � �` ;���� �'° �� �" � � � � � � � ��; � � '� �' ;€� � � � � r'� � � �`�' � 1� 'aw "�� � u�� ��, � s""'��. Y � �'� �-' � � BRACE G(JLl1MN TO PERMiT �� ���� : r���P � ,�� °�-�-" C �" � . ���,�� �. ,� .��� � .� _,���e �� � CCORDANCE�WITM ALL 4SHA �� � � � 21 /2 MAX �� �� � a..�... .� ��� � .��. 9 1 /2" MIN NO BEAM AT SfM STANDARD� TYP �� ���� .��a-� �_,�., �� � �.�o, ���.�,.. �� � 1i2" MAX �" PL1 1 /4x8xBM D�PTN +4" ; � , MA1CH GOLUMN , TALL � � ' SIZE FR(7M BEL4W � 4 � `�—'� � � � PRC}VIDE FULL a. TOP AND i � i � i 2 i i { i HT aTIFF PL � , � � � � � AT SIM �,, �- � , (3/8) � � , - - f � , PROJECT: 13 . 029 � . 5 . 01 � SIDF_S 5/16 � , TYP E 5503 ' ' t e -.. .... , , � , � � f DRAWN BY : KH .��►'. - ,i � c TQE AND i i � � E ' ' ' � � C}AT� : 09.09.2013 '� � � "r � SIQES TYP 5J16 i ; � i � � , � � _ _ _ _ _ _ _ _ _ _ _ _ _ ' i i ��� � /� i � r � � a a � „ � ' � /4 � � 1 TYP 5/ REVISIQNS . � rn � C� 1I2 � TYP , E� QF � � � 5/16 ��ici�� s�T os.o�.2a� � cn � - - - - - - � ` � ; _ ����nrrs�� � 2.as.2a� s � • � BM WEB, , � � � n _ � � � _ , � � l4 2112 P�RMIT SET REVISION 02.14.2014 ��_� i i � � .__.. �__,.__ � —�y�- i i T�� � � i i � � e PRiCING SE7 REVISION 02. 14.2014 � �! � � �.�X�X�/$X i � E � i � i i i i STEEL PACKAGE #1 06. 13.2014 � � l.7x4x3/8 w/ 3 3l4"S� � ' ' � � � o P���niT s�r a�visio� o7.os.2o� � C � GI RT WI DTN - 2", T&B i ; w � TNRU SHORT LEG ES e � TYP �3/8} � � � � � � � � t co �a�KaG� #� a7.2�.2a� a � � i � � E 1 i i e i � PERMIT SET REVI810N 09.23.2014 �1 1 � i I ' �SQ� I I j i {6�314"� B�LTS 1'HRU 5J16 TYP ES L��G I�EG C�F' ANGLES � {51'i 6) � � AT BM Ct�NN � TYi� T&8 5116 � 1l2'" � I � � � � ° � TYP(CAL AT �EAM END or� z � �. � STEEL �7ETAILS �- � . �:..� � � �-- a � � � � � � � '� �vo s �a�.� W� (� DBL AN � LE � CJNRI � r� c� sca� E TYF' HS � GIRT TC� HS � � �,1L CC� I� N � � s�a�-� � EA �i1 IVIC� MENT � Q �11� �.T HS � CC� L ;'� ►vo scA�.E TYP BNI THR. 0 CC? 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FQR ADDNL � � � �2� � idES � � , � � �— i � i . � � � � ���.���°��., ,�x,��� PERMIT SET 12.d9.2Q13 � � � /� � � � �� � i _ � , � � � '�'t� � ,�,��,. ��,�.� ,.��,,� s PERMIT SET REVfSION 02.14.2014 ��� � 4" 4 �1 /2" 41 /2�� ��� i 3/16 TYP "' i . � � _ �s°�� � � �__,�. �_. �_ _4,�,.� .,.�,.. ,,�. � ��,�.... . ° RE T E : 3 I S32 'f � � . � � �+r i o � � � i � PRICING SET REVISION 42.14.2014 u.� i i � — --- _ — —r _ _ — � Z `�n � ! �f E E � � � STEEL PAC}{AGE #1 06,13.2014 � � PERMIT SET RE1tISI0N 07.03.2014 � � --.. � a— � f "'° CD PAGKAGE #1 07.25.2Q14 w� � I , � � s 1/1/P � \i � PERMIT SET REVISION 09,23.2Q14 .,-�[ o 0 0 ;,.c� WP WP � e� � � _ , __ _ p p p �,- , � / � o � __.'. _ ..� _ ` ` O _ _ p � �- � 1 � PL314x1 '-10x� '-2 w/ ` � (3} #�4x � � �ia � Q" UC � , � � ($) 31A�°�x6" NAS QH � Q , , AND 3 #6 A706 � ` BEl.C7W BA�E PL ' � �, { } ( ) �IM ss2� � � �.F_o�� �R�a �rH �v (s� #�� � �- ��„ ac ° ,� (3) #4x � r�3" a� � GRID 7lC �-- N BELOW BASE PL v� v � BELt�W BASE PL GRID 4/B � N GRID 7/A ,,�, N BRA� ED FRAME o � � s�� S 10 FCJR CONNECTI4N REQTS C� ETAIL� �p � a � � � � � � RAC � D FRAM � �I �I AT F E F � � �: �; � � NO SCALE {� AC C� �' � � o Nc� sca�.E BRACI� D � RAME CCJ �INECTIC� N - BA� E WAL. 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Ca�vrt++.on 91E.3Z �-!.1 _ -.- - - _ 5"XCf.926.6E7�7 GOMP�SITE -` � � i � � - - - - - - - - =- - - - � - - _ _ _ _ _ _ _ - - - - - - � - 36/4 PATT'ERN : �"x �7°,�2°.�0°4 . � 1 � I i I 1�,�GQMPOSITE META� DECK SPECIFiED IS MANUFACTURED BY VULCRAFT. ALTERNATE C�MPOSITE ME`fAL DECK �-p`� �ND� �� ' ' 24" C4VERAGE MAY BE SUPPLIED PROVlDED MI �lIMUM DE�K PROPERTiES ARE SATISFIED . RQOF AND � �QRM DECK 3N DECK 24/4 PATTERN : � 2. GOMPLY WITN ANSI/SDl STANDARDS IN SDI PUBL.IGATION Nt�. 3 � FQR FABR1CATiC}N AND INSTALLATi �N Q� � SHEETS 2" UNO, c� METAL DEGKING, BUTT EI� C?S �F 3. PRt�V1DE DECKlNG WITH G60 Z1NC C(�ATING UNLESS NOTED C7THERUVISE. 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Q1 DRAINN BY : KH � TYr� - � � DI ECTION CH�ANGE �ID�LAP QATE ; 09.Q92013 `�' � � i ECK SPAN � w CONNECTI4N PER � � TYPICAL � ° REVISIUNS : � SCHEDULE � � ; _ _ = .� _ - - - ADHESIV� i�NCH �R zr�- - - -- - - - � P�icir�� sEr os.as.2o� s � RERMIT SET 12.09.2013 ��` � � � � t° PERMIT SET REVISION 02. 14.2014 � �.3x3x114 � � PRICING SET REVISION Q2. 14.2014 � � i i STEEL PACKAGE #1 06. 13.2014 � �- i i Q��K PERMIT SET REVISION 07.d3.2014 c�`�-, i" � � ° "� CL4SUR�S ; ca PACKa�F #� 0�.2�.za�a � � � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ d _ _ _ _ _ _ _ _ _ gy p ��� PEaMITSETREVISION o�.�s.zo�� SUPPI�IER AT INTERIUR GQLUMN PQST-INSTALLED REBAR OPTION � Nt3TES: ° � 1 . SEE ARCH & MECH F4� GURB LOCATIQNS & [�1MENSf �?NS � � � � TYP META� DECK ° ° � � � � � C� ETA1 LS � � � a � ° � � � � ° � No sca�. E MT' �. C� � CK � UP �' C� RT AT � C� L. � c� sca� � TYP GJN � � l1RB AT � LAB EDGE � NC? SCALE �TYP METAL D � C1� AT taIRD � R � � w � � ----�.__.__—____ ___��---- __�__.__.� — __ __���� --- -- — {1"`"� -- _. . _ __ ________ _-----.__�_ __._____ �--____ _ _a.---- __ _ ___.--- -------- —_—�___T---__ ___ —_�_ ____-- --------- —^ _' ___" `—�—__.__`.�.�. __.—��._____ ._.�___'_"____'—_ .�.._._..�i _�"_ __' '_ . . 4 � � �i � ? � � FLG EXTENSION PL ------�-.,._� � � PER 2 1550� �` � 1 ' MAX TQ ED�E 3x DIA QF LARGER 10" � � m � O C� GLASS GUARDF2�IL ; � 1 °` MIN 1 '-2"x1 '-2�� OF FLASMING SLEEVE , TYP MAX � � � - ATTAGHMENT Tfl SLAB ( � F R��d) � • � PL. 1x2 WELDED TQ FLG ' -� MAX QPNG �� � � cn � , p p EDGE BY � UPPLIER. HQRIZ , , DRAIN BODY OR DEGK �� OF 2 TY w � �, „� � EXTENSIQN Pl. AT DEGK -- AND VER7 LOAD QNLY. � ' � CLC?SUR� 1 /8 1 CNANNEL NC?T� 5 � a- � � BEARING =�._ CONN AT TC}P � - - — - - -- - - ---� � 1l8 1 �� AT EACH #5 T&B E5 � � �,,, ...� o� � ; ; ----� QF2AIW FLASH �NG —� _ _ _ HIGN FLUTE ,. _ _ _ _ _ _ � �, �. � ( € F REQD) ' ___�______ _ _ _ -- __ c� � � � � . � N � AT G�L TRANS�ERS � f' - - , - - - - -- - � (2} #5 a�3" � � ; ; �' � � r � _ _ � _ _ � CTR ES ca o i { � � • �r- - - - - - '� _ � t- � �ENT PL 1 /4x 41 /2" , A � i i �"' � f ,� ,� C4x5 .4x4 -� �S OF �° i i c� a PL1x4xC(�NT T� �EE PLAN 1 " x C�}NT W/ 1J2 �x3-{} [7AS _ _ _ _ _ .� _ ENL7 4F BEAM � AT 12" OC AND 3° FRt7M E� TYP A C}PN�; , , _ _ _ �1 � `,� � 5/16 2- � 2 �� , CUT 2 VERT � � � � � .� 12 �AGE DEC�S A 5/16 2-12 � RIB� �IAX � _ - — - — - - _ '� � � � _ _.�t_ _ _ ._._ _ . _.. _ - —7--i - i � �" � � ��i � � i CLCISEJRE - - -- - - -- - _ 1 1l2" � N{�T�S: i ` � � - - ---- - - � 1 . DECK MAY �E CUT PRIC}R TO �LA� P4UR ' �'. _ _ _ � � � 2 . IF D�AIN FLASHING EMBED IN SLAF3 IS R�QUIRED, FLA�HING SHALL `� _ _ _ _ _ _ .' - - _ _ _ . � ; NOTE 4 `�` � _ N �T EXT�ND flVER TNE TOP OF CqMPOSITE BEpMS T/STEEL = SEE PLAN TYP EE 114 r � 3. PR�}V1 (� E BAC�C UP �ARS IF REQD FOR DECK WELDING - � _�s _ _� �� _� � _ .� _4 _ _ _ _ _� _� _ _ __ _ _ _ _ _ _ _ _ _ _� _ _ _ _ _ _- � _ _ _ _ _ ..:� � (51321, �� � � _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ � _ _ AT FLQf�Ft DRAIN `� � � � . �.. � N4TES: � U�JWR. SEE � 1 . PLACE SLEEVE QN DECK PRIC7R TO CONGRETE PLACEMENT � � ���� �� � �a ', �„ ��R �-�,�,� 2. DO NC?T CUT METAL DECK UNTiL CC�NC MAS R�ACHED DESIGN STR�NGTN � � � ��"��� �'P 3. 2"� SI,EEVES DO NOT REQUIRE TRIM STEEL (6" MIN SPACING) � �x�'-�"� � �_�„ �� � . A � f ( 4, MULTIPLE OPENINGS PERP TO DECK SPAN CL4SER THAN MIN SPAClNG �HALL BE '`�' � � CC7NSIDERED A �INGLE aPEN1NG AND REINFQRCED PER "TYPICAL C}PENING` DETAIL. � 5. PR(7VIDE REINFCJRCING BETWEEN MULTIPLE OPENINGS PARALLEL TO DECK SPAN 7 2 #�4 TYP AT aPENINGS � 0"' OR LESS '� � � s ���- � � LAB STEP AT BAL.C � NY NO SCALE 1NT S �AB ED � E fi�T � i� C� CJF ST� IR { > � � � � a�-a�� M�x � ,�_____.___________..�. - _.._.,.�:-..._... - ° S ! ' I ' k � 3116 =.. _ ...__ - ;.:.� ���,� � r TYP 3116 � ` i 1 1l2" TYP ; :`° ,,�,�`��.�'� � , ' , °y: �!"`�,'':. . ' ! � ' �?' M. � ���,��.�' '' '��-¢� `�nt'�` , ._ STEELBEAM ' � � i i c� _ 4 ':. •� i OR Ct�NC WALL � , , � ' = -,.� �. ����� ; ��--}}..,,,, � � � 1 � � , � '.. f�." � 6b �^-�.. .+.: � � '.� � fi� �� 't+�' �� �{.f�N ��X� 7 . �J �� _ ._._�.� ��� `�' . . �, . '���. PL1x21 /2xCC?NT ' ____ i _ E { � ,i� , , TC} END �F BEAM ' S/16 2- 12 _ �.c�.� y� .� � , � ,,. y• � MTL P4UR 51'OP ' � �/� 6 2- 12 �EE PLAN � �Y DECK MNFR Q9/23/2014 ' . ��_� { t' � GIRDER - - ---- - - - - — - _ _ _ #t�x � ��-- @12 PLAN VfEW � KN���� A�C��1����CS, �'C � #4xCONT, TYP - - - - - - - - - -- - 3/16 C������aFC� ��1 � 2 - ^ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ T/STEEL = SEE PLAN 3/16 � L3x3x1 /4x9 W/ (2) � �y �� r ra � t� :��Ti �a _ _ _ _ _ _ _ _ _ _ _ _ _ � — .�_�• `� '`� ;: � Gt] NSU�L'Tit+FG ENCaiM11EEfZ 'S� ?� .�'�' � �}�� f���� ��� �i�d Q ���� �� ��� J'." � 2�25 MAIN� 9TRE£T. llNiT G 9.07 eov.nrcv9. ccawrx,anv � / 5sz 1 /4 ��d:���.��07 � - _ _ _ _ _ VVWR, SEE � v.. i cfix e=3?Cl. a''�^i5.6❑O4 yr.. C��CK S�HE� 12 GA DE�K - - EDGE (�F L.8x4x314x8 LLV, � c� 0 11 , �' CLOSIJRE �LA� TO �CH EVE 2'-0"�EXTENSfON CNTR CHANNEL 3 SIDES �/1���_ . _.._,�-__.�_� � �x5 -0 @ 1 -6 QC WEB aN ANGLE AL 318 ����� . BEYC3ND EDGE OF t�PNG SIM AT HSS � 1 . d�CK OPNCS REQUIRE �TIFFEN� RS OR FRAMING. SEE DECK OPNG DETAILS CfJNN QPTI4NS T{� STEEC. Tfl CC?NC�ETE � � 2 . CEN�"ER BARS IN SLAB ASC7VE METAL D�GK '''"' � � ?�IM REINFaRCING AT OPENINGS LARGER THAN 10°' � � � � � � � �. � � ��""" � "` � � � � � ��A�-� � �AB STEP AT BA� Ct'� NY - 2 � � o sca�.E TYF' � LA� �TEP - DECIK PARALL � �. � � �c��-E TY �' M �T�L C� � CI� � L.A� CJPE � iNC� � �� � � � �. � � � � � ����_��� ��� ��� $ � � � %� � � � �� v �;� '� k �, �" �.� � � � �� ��� �`�`� � �. � �r� �;. MTL PtJUR aTtJP THIGKNESS ��� �� � ��� #`�� ��� �� �: TQTAL SLAB OVERNANG �,����� � �����.P�---°�-'`-" , _ ��. �� .w ,e_, �� 3 MAX LTS DEPTN s 3" � 6" � 9"' � 12" ���� a a.�...�.��..,�. ��.._a � � ..��,., ..� .E �.�x�o,.�.. � 114 �� � @� ��� 4 � 12" MAX 16 GA 14 GA 12 GA 3t16"' ���� � : ��.� ___. ��� � �.� �,��. �.m ���� a � , � . � � � SEE PLAN #4xCC7NT � � DRAWN BY 3 . Q231 . SKH � MG10x6 .5 ALIGN 3'-0" �* wJBEAM WEB �X_�'— �� � - - - DA1`E ; 12 .09.2Q13 t�f' a � #4xCONT, Tl�'P 3'-�" - - - - - - AS REQ' DOK c,.,v � MTL. POUR STOP BY �, - - T4 PRQVIDE REVISiQNS : � DECK MNFR TC� SLAB RElNF, SEE GLR COVER 2" M ( N � � �UPPC?RT WET 1 1 /2-6� RER�ni�rsE�r � 2.a9.zo� s - METAL DECK SL.AB PERMIT SET REVISION a�.� � .aa�a �' _ _ _ _ _ _ WEIGHT 4F GONC x ' � '� � - - - � - - " — ` A PRICINC SET REVfSION 02.14.2014 `��' ��{ EQ � � ��� � �_� � _ _ _ _ _ _ ( 14 GAGE MIN) A STEELPACKAGE #� 06.13.2014 W � 3/16 2- 12 � �Ear�iT sET ��vis�or� o7.os.2a�� � � , - - - MTL P4UR STOP, I P�RMiT sEr �EV�siors 09.23.2�14 c � 3�� MAX DECK CANTILEVER SEE TABLE L4x4x5116xCQNT --� ES, TYP PER METAL DECK � 14 SLA� SCHEDULE, SEE �53o C}VERHAN 1J4 �S, TYP � 1i4 OVERHANG UP T012" � � � AT DEC � PERPENl31�� �.�� � � METAL DECK ° ° � r � � DETAILS a � ° � �� -, � � � '� � No �c�� � SLAB �TEP - C} � CK PARAL. LEL AT � r� c� scA�.E S �A � �T � F� - MAIN LE1� EL A � � sc��-� TI� F' I �IT � LA� 1� D � � � `� �' � Rt� C� �' � ct. �u � _v____ ___--------- `� __Y_— --- �_ � _ __ __ ._� � �_____ ____ �__.------------��__ _--__—�___-------_.e---�— — --________________._ _� _� _ _____�__ �� _— -- ----- ---- ---- — --- --_—_-- ---- --� � --- ---- � � � A --- MIN DECK BEARING ; � �, ���— PER SCH �t� � � � � ; � � SEE PLAN � � ' � * ��� M� LT� � � � SEE PLAN � � �- � , — � ---- SEE 7 ! 550� ''~.� � � �- � FQRPLV1jELD� T� - - ---- - - - - - - - - - - - - - �-•` � � � _ � HSS AND BNIINEB #4xCQNT � 8�� ��� �- °' r� � s��� � � 1 !2°Q� QAS a�? 24" OC 3l16 2-12 , � r- � I � 51 /4�� ; .�. � � i � . - - - _ _ - - - - «> � _ - - - 3i1 � 2- 12 NS PL 11� � (2) SIDE PL1 /4 � r C6x8. 2 � � --, � l4 , � �`--� � o - - � � ,�;, � PL1 /2x3xCONT � U TOS = SEE PLAN FS PL 1 /4 ADJUSTABLE _ _ _ _ �. � _ _ _ _ _ _ _ _ � _ _ � � ; C}�CK CLaSURE BY ��� �'� (3� 314"`� SHEAR STUDS I�ECK SUPPLIER ANGLE/BENT PL (2} #4xCONT UNQ --�-- CTR' D ON HSS STRU7 � 1 /4xC(�NT „�,,, � N(J SL+.AB AT SIM CaNN � 2" MIN SLAB REINF, SEE METAL � DECK SLAB SCHED ° '� '� � #4� 1 `_0„ C�C, tivl S7C� � _ � � NC�C�K �T �"�P . CTf� 1N DECK Of�IENTATIQN ""`� � � � � � WAL.� VARI ES � � I � � * � � f � � � � � f ! Pi � . . .. . . . .. . . .. . .. . � � t �`J�,`� ..�� � r'""'w , .. � i "� � c� sca�.� Dl� � l� � UPF' C� RT AT �. CJW BM � �vo sca�.E H � � STRUT �.T SKYL. � GHT � � sca� � T �?W AT �' IL/�B t� l� MTL C? ECK '� �vo sca� E TYPI �A� �XT � RiC) R � �A� E [JG � . ,, . , , , ` 'p� '�,YS,� �41.� ��zh.� �' %. ( I ��"�Y � '� �� � �.+h ry YG��,�. . .f ':� �.� ' �,�` �'`�.�`�`"'� ;:� �� ���5� � GUARDRAIL SNC}E, � ; � V �' � -�, �. .' � :- SEE ARGH � � � � 1 /2"Q�x3�_0„ DAS @ ��a ; , rry ,,� � , � � � � � �_��� �� � ,. s � .� � i i � 3/16 2-� 2 ` , `�'���fi��.`��' : ; � � � i � 'r �l � � � M ', e�.::�':'.. . � C ' ' PL9l2x6x6 wi(4) 3f4°�x3" � � E i 3l$" B�N1' PL � 09123/20 � 4 HAS a� 2'-0° OG, THUS ' ' ' ' = — - --- — — - — — - — — � i � --- „ r— � — — — — X X i . , � ������ 1���������, �°� � _ L�! �311V�� Lt1 � � I � X � � � v _ Q O � � ; � MAF�TtN / M1� F�7`It*� »�� � � � � .�, '� � 5 � �� Ot� NE}LL?� h# C3 � hSGtM �gR� f ,... . �:"r � (� < < i �" MIN 'M & p 2 'a � 1?1AtM STRE�Te UN�7 C YQS f E6w�if'.o9� C.il�Wmftt?u B 7 Fa32 � � � SLAB REINF, SEE METAL �°�°.��&.�°�� 1 1 !2„ ��� t,, 1500 l.B ( ULT} MAX. CONN ' ' °�,x �'°.Q��,6°°4 �' BY WIND4W SUPPL.IER, � DECK SLAB SCMED � WfND LOAD RXN AT � � �:� MULLION . � DEGK 4RIENTATION �� � D4 NOT HANG CURTAIN VARIES � WALL FRQM SLAB �DGE. �'- � � � � � "� � � � � � � � � � � � � � �= NC) SCALE GUA � [� F�A1 �. EMB � D � � � scp�-E S �.YL � C� HT � � C� E BEAM ;�,' � oscA�.E TYP SLAB � D � E AT G �IRTAINWALL � � � _ � � �� . ,� ` :> T� ��.��� s « j �,F MIN TO BM F� �,� �� u.� � �� � �� . �`�� � � ���� �� ��� � � � � „ SEE AF�CH > � � �: _ �� � � �� � °� �� � � 2 Tl'P # � �� � _�� � � � .�� �� �� �4�. � � ' � " SEE PLAN '—" � x,� ��,�..� � , � �� ��� : �. �..��� ��.�'` � w�,m �n� � ���. � . � � , � � � � �.� �.��.� .x �� {2}� BELQIN i j i i i �� # . � SEE PLAN C�NT �ARS , TYP ; � � ; ; � � � i a i [L � i i i i i � �� �,� v_ ..m ��� ��.��_..�.. �� .��.� . �.,��.�rn, � i i � i i CQNT BAR 6" i i i i , , , BENT PL 3{16" � { H()C3K BARS AT { � ' `�' t i OVER AQJACENT ' " i i i i SEE PLAN SLAB STEP, � � � � � BM CL �$x6x5/$xCONT �.LH . I � i � � 1f2'"{� DAS @ 12'" QC �" ' �" T�� ' i i i TRIM LEG AS REQ' D ' ' � i i PROJECT : 13 . £�291 . S . tJ1 a� � . _ � i i i i i F'OR FINISHES I ; i i i DRAWN BY : KH � � ` BENT PL 1 /4° i � i i i � ; ' i i i f �+ DATE : 12,09,2013 `�' k e I I ( I I I I ! 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GONCEALED CONN � x x #4x9'-0° a� 12° OC, - - - - - - i � i i i `�` `� BY STONE SllPPLlER � CTR Ihl SLAB ' � U - - - - - � - - �� E I I ( I I +� 1 o c�,� L3x�x1 �4xCC7N7 , i � � i 318 MAX � cr.i � � i ' ` i � 1 ° MIN � �, � � , ; � � so���-r s-ro�v � coNN l� �TAL� DE� K � �- � �Y �TONE su���i �� L� ETAI �S � � � � � � � ° � � � � Q '� �v � sca�.� ;� LAB EC� C� E C� EL �VATUR SHAFT � � c� sc�L� NARRC�W �Q � � EC� � � � o � c��-� � ��� � � I � �` AT [� IFFL1 � � � C} P � I� INt� ;� � NC7 SCALE � LAB ED � � AT �T� I� E � UPF' C3RT � � ° � -._--�_�� __� _ ____ __ _ _._ . � � � � FdR ALL OPTIONS, PRQVIDE SJ� � �0� � BRIDGING AT 4 -Q OC MAX '�A�,�sl',pf ��QQ �, � �ACK STUD , TYP JAMB STUDS, TYP VERTiCALi�Y. °�t����� �Cr,�G�'jp,��x'Tjy � � � �,, ��'�� �R TYP AT HEAD 2 7 TYP 2 TYP WALL � � IN 1',yf��„� a� AND SILL S541 s5�o BRIDGfNG ssao �CHED `"' � a� M p���Q � � � FASTENER CLfP ANGLE 1 � 12x1 1 /2x16 GA � TRACK PIECE T4 � � SPACING FASTENED T(J STUD W!(4) #10 — - . � � TEK SCREWS, ANGLE LENGTH W pTN , C LP FLANGE �,, �, INTERIOR WINDQW JAMB Wi(4� PAFS =d - 112 - - - - � � �.; AND �END UP . � � TYP AT , , � -�„�. � 'o � JAMB � � ; � x x x ,� � � � � � I � � ,� s��� .�, � x x x r . - � � � � _ _ _ _ � �... � 50U50-54 � - . ' ' OPNG WIDTH 4PNG r ATTACH W/(6}#10 TEK � "� INTERIQR WINDC?W JAMB W1{6� PAFS �, e ,,, � . - ' �CREWS EA SIDE W{ DTH ��;,,� � .� � MIN , ,, - �' - ' � . _ FASTENER - ' � � ATTACH W!{2)#10 TEK �� �' � SPACING SCREINS EA SIDE _ � _ ...�. _ � x x —�- � 5{�U50-54 TYP AT TOP & � — � 12 AT C41�� `'�-'° � MIN EDGE I DISTANCE (2) #10 TEK SCREW STUD TAUT F�AT BQT TRACK s�ao s�o � EXTERIt7R WINQtJW JAMB Vt�i 4 PAFS ATTACHMENT WEB AT 1 /8 1 /2 20 GAx2 �TRAPS '� � � { � CHANNEL `�'' SEE 6 FQR TYPICAL FASTENER INFO � � OPT(CtN � - FLAT STRAPS s��o � � QPTIQN 1 - CLIP AN{aLE QPTI(3N 2 - D[ RECT AND BL�CKIN� �* � x �e x x ATTACHMENT WELD ATTACHMENT "¢'" .► EXTERIORWINa4WJAMBW/{6} PAFS ? NQSCALE TYP CF �I,� LL C�i � � � � I �I � � NOSCAL. E TYP GF WA� L F� F�AMINU �••���r�» JAGK STUD , TYP JAMB STUDS, TYP � Mf �1 --- MEMBE,R DEPTH: : '' ���, iR����,�`<: ,,^ FA.STENER 1N 1 /100 INGHES .: e ,���'. i� ��� ry•,.c� TYFE : ._.: � 'g `��'� �� °� =�=: SPACING S = STUD QR JOIST SECTI �NS �' ; ���$� :; � lNTEF�IUR D�1C?R JAM� Wl{4) PAFS T = TRACK SECTIQNS '::� :.$ . ��� � _:= �� T ..� U = �NAhINEL �ECTIC7NS � �� . - .. , . � , ;^: �`,, ; ' � � � � ' � � � � � 1 �L ' �� F = ��JRRING CHANNEL �ECTIO�IS �� �' . , � �, :;� � � � a � i '� '�, � ' � t , ,• • z Q9123/2014 � MATERIAL THICKNESS: � IN 1 /1000 INCHES �c �}����� ��CF11�`EC�S� �� {� � � ---��` INTERl4R aC��R JAMB W/(6} PAFS �" � FL.ANGE WIDTH : ���Y�IG�I� �(� � 2 Fl�STENER �PACING � IN 1 1001N HE � �, �-r ► �a � r� r� �r� e� TYPICAL ANNt3TATIC?N ��� : � � ° �= ° ee� r� � u �-rtnxt� erac; Ervs � erzs �».. .. Y Mc�±A-�. 22S MAfN $TRSETt UNIT C i.f.} 1 Ee3wafxo�. CclWr..ao[s H 163� MIN �DGE �� x x x 9%C7.5...5.GOd7 c�x �7cl.;�zs.6�as3 DISTANCE � WALL SCHEDULE � � EXTERIOR D(Jt�R JAMB W/{4) PAFS HEIGHT SIDING ST(�NE ST�NE Wl RELI �F ANGLE � � [TSN �TIFFGLIP CL WJ(9� #12 H<12'-0" 6QOS1 �2-43 @ 16" C}C 6a0S1 �2-43 @ 16" OC �OOS162-68 a"(�,716° C}C � � � TEK �CREWS AND (2) 114"� � 12�_0'�<H < 18�_0„ 6QOS162-43 a� 16" OC 6005250-68 a� 16" C1C 6045250-68 @ 16'" OC ��� � � WEDGE-B4L.TS BY 1 /8" MAX GAP BTWN #10 TEK SCREW �S, TYP ,� X P�WERS FASTENERS] �TUD AND TRACK, TYP � � SG�EWED {�PTI4N _ �� � �XTER! (�R DQ(�R JAMB iNlPROPRIETARY CL} P '�' � RE: [5002] F4R C(7RNER L4CATIONS � -,�.� , _ � � � � � N4 SCALE TYP � F WAL. L � � HEC� ULE � C� � � LO�ATIC?N NUM �ER QF �ASTENERS REQUIRED � �' �, TYP FRAMING [X] 0 . � 45"� PAF a�7 �X��] UC r ��� � �� �� ��� _ �"'�'� r�° �.� � � � � � � r�, � J ' x �°'"' �� � � ��'� � � � �� � ���_�.� �� �� � ,�,1� JAM�S j2] 0 . 145°� P�Fs P�R �lAMB STUD �, � � . ` �; �; ;;� �,� �w � ��o�� �� �� � , N4TES : � ` ' r % � 1i2'" MIN EDGE DISTANCE �:�� �� �� ' � �_°" � � � � � � ����. �.,���.�.. � .� � . 1 . 1 � l4" EMBED f�EQ�11R�D �QR ALL PAFs PAF 1 1l2" MIN FASTENEF� SPACING ����._ ° � _,. � -�.� ��� �� 2. CUT AND �END TRfiCK UP AT EXTERCaR JAMBS TEK SCREW SiZE d � � �P$. � �� _,.m..�- .-�w WH�R� TRACK TERMINATES AT JAMB PACK 1 /8 .��__ 9t2 �� �� ��� �� : � �"��. � �����. COLD �ORMED STL #10 5!�„ �� � �, �f�,Y�Y ��� #12 3/4 PRC?JECT : 13 . 0291 . 5 . 0 'f � °� KNURL�D SHANK �' DRAWN BY : KH c�; � w � - - —f— � � DATE . �9.09.2093 b- °�� FA�TENERS aR� T{7 BE ° o � - ` a �:� �a DRIVEN THR4UGN THE c� � c�, .. --0. � �� : <~. .� . � � T H I C K N E S S C�F S 7 E E L PAF IN STEEL T E K S G R E W S, � Q REVISIONS : ' O • tlA ` • c� � . � „ PENETRATE 3 THf�EADS � ° �fticir�� s�T os.os.zo� s � � - 4 .. a . R ,a . ;. _a �..<�,° " � 3 MIN EDGE DISTANCE ._- -s � °w � �. ,�-{-. ,. � a . :e ° . _ :°° � . �� � 1l8 � 12 4,� MfN FASTENERSPACING (MIN} PAST FINA� PLY, TYP -�, o ���M�TSEr 12.09.2013 PERMIT SET REVISION 02. 14.2Q14 � � �'C x . , , ' . , ., . . � � PRIGING SET REVISIQN Q2. 14.2014 ' `�a • e , . h `�. z � � � ?� � '`e ' .' . ,; _. . . e� �. � - m � Cd A`CKAGE #1 ISION Q7.2�S.2014 GOLD �ORMED STL i3 i�' � � � : - . A � _ s5ao 1 /8" MAX GAP BTWN 1f 8�2 cL EC�GE OF ATl'ACHED RERM{T SET REVISIdN Q9.23.2414 a; - o - , a a _ , . m • a � a o : � .a � � ' ,. : : - � y. STUD AND TR�rCK, TYP � Ct}LD-FC}RMED STL . � _ " � ' , -a J � d . v4d, , . 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TRACK T4 MATCN STUD � � � � � � � "� � � i GTR QN 1lERT STQNE � i � DEPTN i i � i i � �� � , ; ; � JC�INT. HDG � ; � � ; � � , .�, � ' i i � . � i i i � � i i ' � i i ' VERT LEG IS UP i � ST1FF CLIP EE, TYP '� i i i i � � ; � � QR DON1N ° � � � � �.".�"� � i i ' � BRIDGING 4PTI {�N " 1 '" (?R "'3" + H4RIZ JQfNT BEL�W RELIEF � ' 6005162-43 a�24" 4� MAX � � � , � ,� � � , � REQD AT THIS LOGATIaN � � � � � ANGLE TU ALLOVU FOR 3{8 � +� � � VERT C�EFLEGTI4�1 E ' F � � � � � � ( N , .`�, � � 3i16 � ! ; �- . � /4 1 /4�, � � � �' I E E i � � � ���� � � � � IT FF�/�.M � �IC� AT � A� TER NC7 SCALE TYP CF VERT C} � F � ECTI {'JN � C} NN '� � � s�� �-E � C� FFIT AT LFZ NC� R.TH � E� 4 S�A� E � T� IR � �XT W.A��. L � �A�. � NY � � � t L2�x14 GA x �TUD .� � ,� x�; DEPTN W/{8} #10 TEK "° ��� , � ; SGREWS, � :. �,�`'�'<<<. 4 SCREWS . .. ' �,�7 d� }� .. �``';r. ' �� � ��.q°�"�,'� _;: Tt7 JAMB, 4 SCREWS : c.,.} :� � �~ : , � T(� SILL -� 4 ����� �°; � � _____ _ _ , ��� LQN � x M � �. � -:,�, '. �� � :.: � � SEE PLAN 1l8 � 112-12 � : �,, : , � E � HC}f�IZ STUD ' ' � W�L� EA � �� � ^.' I i � 1 1 - - -- - - ----- - - - - 1 /8 � 112-92 ; ; ' ' END " JAMB STUDS �`� , ,� � . ;. ; ` r , i I � � I i � '" < ' � � �i�.. ♦..:; ' ! I i i i � � ".; r,�t, r�`f � d'�� ''��• `�'' � i X � o � i � ; ; SILL, SEE � 09f23/2014 � i � �� �� � ���N � i r�+ Ct� I ' C ' I i � 1 I � � ��Vt? ���t1�.. tiJ � 1JV _ _ _ _ _ _ _ _ _ _ �t,iE"� GI.JIJ �..L � � � � _ � � � INFlLL AT WF BEaM � � � � c �r ,�j {� { �^ � � � I � i I � � � � A� YF ��D ����t������ �L � � � � � ���Y����� 2f? 12 � i i _ _ _ _ _ _ � } �r�--� x x � � ' ; ; x (6� #10 T�K SCREWS , � i � = RXN = 1 .22 k ULT x x i � � � i i , � � ' ' ' ' A1�fAG�HMENT ' i � � ^ i i {2) #10 TEK �! , nat�-t'�t� � t�az�. ���ra � � � � a � � � SCREWS @ 9 2 r� c� t � � �.,. � i i i j � i I p 227 MAIN 9TREET�. 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Q291 . S . 01 � � 318" BENT PL _ TYPICAI. � � � � ���� � � �° � � � ��,s$ �� � '�' ' �� � ��� � �� � �; � �� � DRAWN BY : KH � � j � � � � R �-�°" DATE : 12.09.20� 3 d- - - — - - — - - - - 1 VERT SLIP C�NN � , � �� ���. � � �.. � � ..,� R. . .� � ��_ �t- t-- - - -- - - --- - - -- - - ---- s�a� ; ; _ _ ; ��� ° � �, G m � _._��� �._ � �`�....`' � a � � � � ,�.,� �y�.� REVISIONS : � � � � 3 �.� ._� �..�» ,_ '� ' ' �?PTIONA ���� '� � ° � °�,�,,. � � � � � � � � " i � i PERMIT SET 12.09.2013 c_n °' � � - - �-- " � � i JAMB STUDS pE�M�� s�T ��visioN 02. 14.2014 � ° RIG1D �4NN , ; ; � , , � � E G P�icrr�� s�T �EV�sa�N oz. ��,20�� � � i i � { � >-°�- ° � ! 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