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B09-0016 PLANS
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FII� EXTINGUI5I�R t� GENT�R LE1JF RGP i2EFLEG7�D GEILlNG PLAN DR.AWIN65 � �.B.a. �URNlSHED BY oWNER �" G� DIAh'tE;TER R.D. i2CJU� DRftlhl 2. C-�t�t�i2,�11. GONT�AGTDR TO PRQYIL7E ALL t?i'�N1N65 IN �LOGr!? 5Lr4B. � �- � �.D. �LOOR RR�►IN R.D.L. ROO� DR1�1N LEAD�R � � � 3. G40RD1NATE GEILI1�lG G�RiD L�YOE17' WITN QV'�:RA�LL P.E�LEGT�D i'LAN, MEGHANIGAL., AND �LEGTRIGAL DRI�WINC-�'-�. � � ,c3� °� DEC�S FA�H�IT FDN. �DUNDArTION R � �IR� �XTIN6UI5H�R GA�BIN�T # NUMB�R , RE-BAR REIN�ORG��'f�TtT BA�R 5H AB � Q � F.F. �Iht15NED FL4oR {�. REf�t?.�NGE 4. FaR Tf�TR� 5�1�r lNSTALLI�1'foN I7�TAIL. 5�E 3/1�2.4 � 4 lf�2.4, --�- ( REG�55ED oR r.�-t1R�A�G� MoUNT�D- -� ra� " N (y � � PLAT� F I N. F I N I S f�E t 7 REIN�: RElNFORG�D(��IE1JT} 5� PI.,�N ) # � � �fSF PDl1fdD5 PER 5Qi1P�i� FOC)T FiRE RET, �IRE R�TTI��,�4Ni' � p�' R �. Ar�J...L. �INISN�S !N MAIN LUBBY fi�ND Tf-f�ATRE L08BI�5 SHALL BE '"GL,+�55 A OR GLf�55 B" AND, ihl`�NGL4�D . REP, R�PR��S�NTA�TIVE ' � REVl510N hit1M�FR FIX`f. FlXTUR� . REQ`D R�QUIR�D STA�iRWAYS, "Gl.r��5a ,�° (NF�'i4 1�l-8-3.3.2 A�LL INT�RIOF2 T4�ATf2� �IMI�S 5H�lLL S� "GLA55 A OR GLA55 B" � � � a (NFP,t4 I�I-8-3.3.3). MOVIE SGR�ENS SHAi_L M�ET iZEQUIR:�:MENTS CUF "GLA55 A" C3R GL�aS 8" INTERIC7R �lNI51-1 - ' GOLIlMt�II GRIDM�RK FLR. f�:OQR � � �: Q l�IRL.� TYi'E �.O.M. FAGE O� MA„aUNRY �2ET. REl'ftINING (�t�PA� lOi-B-3.3.41. AL1. DTHER FIN15H�5 TO BE A� MlNIMUM OF "GLA55 G": �41..L GARPET TO �tAVE A MIirIMt1M �l..�M� iL C3 i2M: i20UM 5�'R�AD O� °Gl..A�55 B" (26=t5) t^►ITH !•t GRITiGftl. RA�DII�NT�LUX O� G!_A55 "(" {.4� W/�TTS P�R 5G2. GM.�`. Ol^JtJFR TJ -- S�GTION I L>�TAIL � � Ili I�OOR �lUMBER F.C?.W. Ff�GE C?F Wf�LL R,Q: ROU6H OP�NING PROVIDE GERTi�IGATE OF PROUF PRIQR TO CJBTA�ININC G�RTI�IG,�T� OF OGG1Pl�KGY. W �.R. �IF�E RhtTED RTU ROOF TOP UNIT A.B. f�NGf-4C3t� BC�LT- �.RP. FIBER6Lr4a5 REINFORG�D Pr4f�L 6. 5� 5i-I�ET A�i.l FOR �lRE i2A�TiNG R�QUIR.EMM�NTS AND �OR �IR� i?f�TED RFQUIREMENTS. �'�"' 1NT�RlOR ELE1lA�TIDN � A.17. At�f�r C7RAIN F.R:T.1�.T. �IR� RETI�4RD,4NT T#Z�,+�tTED �. AISLE L(G{-ITIN� TYi"'IGAL PrLONC PERIt�1�7� C�� GAIZPETIN6 It� THEATF�E I-IOU�'�5 F2E: 21A2,4 ,�4ND Thi�ATf2E 7 T}. � AG�. AGGE551BLE FT. �4Q7 C?R �EEi' SGWED. 5G!-fE�DUL� AUDITORIUM 5f-I�TS. A�DD`L RDDITIONAI:. FTC. �OOTINC� SEGT. SEGTIQN � �. &. P,hI1�T A�._L. GEILING SP�AK�RS AND PI��U5�R5 TO M1�TGN ADJAG�NT SUR�AG�S WHEH GOLOR D1��5 NOT MI�TGH ..� C� A�DJ. A�J/�G�NT, i"-Ul`. �UTURE S.F. SC�I.Jf�kE �Q�T11=E�T 511R���E. BUILDIN6 SEGTION � A�.�.�. A80YE F1NI5NED F1:.00R F.O.G. PAG� t� G11RB �iM. 51N(ILAsR � t� A.B.4.P. 1h8C11t� BA�SE D� PRO..�GTf?�'. SP�G. SPEGIFIGATION �• ��} PRC)VIDE f�,hNGGRAIL ON W,4L.L� AGJA�G�NT TC) R.A�MPS 1�5 SHC�WN. �41..L. HANDRAILS TO B� I 112" D.P. 51�EL i�41L, � WI7Thf BRAGKETS EQUALLY SPA�G�D � 5'-U° DN G�iT�R MA�X. HANDR.�IL Tt? 5iT I 112" FROM W/�l_L WITf-� ENDS TO ry.. A�L.T. ALT��T� 6,�. 6��J� 5Q. SC�UAR� RETURhI TO WA�LL. TC?P ,hND BOTTOM O� RAIL TC? �XTEh!!� !2° BEYOND BRFAK IN RAMi', TQP OF i2�41L 7G? BE EJ..�VATION DA�TUM �•a•�• A�LUhRt. �UMINUt�I 6ALV. C�,hB BAR� 5.5. STAIN��S ST�EL - 2'-10" ,h.�.�. � ,,,,�+' � 1hNQD. f�hlfJI�IZ�D G.B. STD. 5T�4i�lDr4RD "'""� ,hRGH. ARGNI'fEGTURAL C.G. 6EhtERAL: GC?NTRAGTC�Z 5T4. STE�L (�3j ALL C�lJf�E2DRl�ILS TC,y B� I I/2° Q.D. ST�EL R�ILINGS NU �NC?TH�R #iDRIZat�TAL 2" A�.F,�. ,�L W�LD�D GOUSTRUGTI��# 106 tiODR NUMH�R � � � ,A.W.G. A�t�15TIGAL WA�L:..�. �,hR�PET C-�.W.B. or 6't'�'SUM WALL 5TR�1GT. STRIJGTUR141_ W/V�RTfGALS �G2UALLY SPAG�D g 4" D.G. MAJC. . � ,�.W.P. AGUUSTiGAL WA�I..L. P�tN�1. 6YP. 8C?A�RI? 5Yh1: SY'hfiMETRIGAL �r (G) I�l 7�`IR� #;IC�1.15� PA�INT A�.t_L HANDRAIL BRftGK�TS T0 MATGH AI3.lAG�NT AGDUSTIG� WA!_.L GAR��T. �� W1�LL 7YPE SYMB�L .'�'..,." � �ttJl�. ,4UDITORIUM i'4WDL� G0lh7 HANDR�fl.S aND GUAR;DRrhILS MATT� �INI5H ,h5 DIR.�GT�D, ,Q� AUX. AUXII_LARY �l../H�T. HICH (FIEICHT) T./TH.fTNK. THI�k Q � H.B. H05E BIB T.0.-7/ Tt�P OF _ tD1 t'ROVID� "POWC�� GOftT�D" �lNISH 4u ALL INTERIOR RhILfNt'�'a (UNLC-S5 NOT�D OTNERWIS��. R�ER TO INT�RiOR RODM R(70M NAME � � �lN15hf �G{-#�DUL� FOR GOLOR. � �?F�ONC Nt.1MB�R �" � H.G. �f,�NUIGAPP�D T.4.G. TOP t� �llR$ MB BC�. BQARQ f#.D. HE�,YY �'?UlY T.0.6. TOP OF GR/�4TE 14. AT AL1, JANITORS �2C�OM5 PROVIDE i'LYWOOD 5!-IELIlES 5�E 7/f�2.(a. Q' C� S.J.B. BAR .1C 15T �RIt�IG H.M. NUL�.C7W METAt_ T.Q.M. TOP 4� MASC�NRY • �/� � i I. Tt#E �LODR ON SOTH 5EDE5 t?� ft DOORWAY 5HALL BE 5UB5TAN71a1.LY L�L ,4ND SNALL t�,A`,f,fE TH� SAM� EL�VAT1Dt� °�, �I�GTi21GA� W/�T�R GOU1..�R V,r V BLDG. BUILDkN6 H4RlZ. HQRIZQNTf�L T,O.P. TOP O� �'l�RAPET ON BD`TN 51D�5 O� THE D04RNIAY �QR A DISTA�N�� �T 1�A5T �G2Uf�L TO 7NE WIDTH D� TH� DDOR L�A� BLK6. �3LOGKINC7 N.P. HI�H PC1lNT T.o.S. TQP aF 51`E�L ' CN�PA�-!al-�-2.I.3.3} . BM. B�RM MR. � T.O.W. TOP OF W�kLL 12. 'f�i�t��€R II�I�Al..L IN5t1L�T�aN� J {� B! 80TTUM O� HT. t-�ICI�fT T1�AN5. TRl�N517"iON • � � 1.l.! B.U,G. Bf�GK UF C.Uf�1/� H.V.�4.G. HE14T(�!C!1/F�tTll.r�Tl01� T5 TUBE ST�EL A. A�.L W�LLS B�NIND 7t�t�f+�TR� SGR�NS {3 51D�5) TU 4ift1/E 2" T�lIGK �IR� R,ATED ; ANTI-BftGT�RIAI.. �iQR"i't-! f�RiZ4W BQT. $f�TTOM AND A�IR GONDlTIONIhtC TYP, TYf'IG�4L BLAGK INSIJL.A�T10N, �IJLL f�IEiCHT TO D�GK. �tNG�fDR TQ �1,4LL, INGLUDINC SfDEWA�I.LS. ; W � � � �305 Bf?Ti'OM fJF ST�F�. B. ALL 51D� WALLS O� TME?�TR.ES TO Hl�l/� f►�GOUSTIG�1.. PANELS TIC�I�fT TO U1I�R51DE UF ,�+�, Q GEILINC-�,ANGHOR 70 WAl..L. (5EE 7 Qt� ?�23) 1.. BR6. �RING I.D, IN�IUE t�1�4NtETT�R U, UN(T�S� N Q�'"�1 1 u � IN. (t�tGfiES � C�- U.L. UNDERWRITERS G. /�LL REftR Y�R1..L5 O� Tf�E,4TR�5 TO F#A�YE AGOl15TiGAL PANELS TIGHT TO UNDER5IPE O� C� G.B. GA7GH Bf�151N lNGL. INGLUl:77E5 (1NG) U.N,C7. Ut�ll.ESS C)THERWI�E 1�C}TED G�ILIhtC-�, A�NGHOR TO WALL. (5�E 8 ON ft2.3) � �' G.I. GAST IRC�N � I�t�O. IKFURM�TI4K UP5 UNIhtTEF2W1PTf�BLE PQI^ER �LY, ` - f�E1l#5f0�1 K�Y W/ GL4lll� t�. ALL EXTERiOfi2 WALL INSUL.�4TION T4 CO �t1LL FfEICNT 716F#T TO BOTT4M f?� t200� DEGK. G.f.P. GAST-IN-PI.,,RG� ihi5tlL. ihlallLA7'lt�N UTII.:. UTILI'fY G.L. GHf�IN LfNK INT. INTEfi�IUi� (3. P�It�T ALL MEGNI�NIGAI.. �RM057AT5 �4Nt� 5�N50RS fN PRO.��T TO MATGH ,�..IAG�NT WALL GOLOR. GLC7. GEILING VGT VIhiYL GOMPUSITlON T(LE GLi�. GLEAR _ UERT. VERTIGAL 14. ALL PLYWOOD AND WOOP BLOGKIN6 TO B� �1i2� R�1"A�D�iT TRE,4T�D (�FZT�. -""-" -�-----�- I HR �IR.� RAi� W�C..L ' .1.8. .1415T B�ARINC �MU. CGONG4�l� MA�C7NRY UhtIT VEaT. VC-STIBU�� 2 HR �1i� R,4T�17 W,�l..L GhlTR. GEhtT�R .�-BC�X .�tGl'fQN 84X (�. Wfi�;ITT�N GIM�N51dN5 ON TF�E� DR,4WIN�5 SH�hLL. T�KE PR�GED�tGE �V�R SGAGL.�D DIM�N514N5. � JST. ..lQIST V{�!G VINYL Wrh1.1. G01/�RiNCa SMOIC� P1�R1"ITION GC>. t"AMPAhtlr' ; � .lT. .101NT !6. �?UTL�T G4VER PLA�T�S WITHIN AUDITO[Z(UM5 TO B� BL�GK. �TRI�fLE55 5� A�T TC111�T5, GONGE551UN5, GOL. GOLUMN J,4NIT4R i�?OOMS, WORKROOMS, AND NON-PUBLiG f<RR�AAS. 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U � � � � a � � Turz��. a � —' �v�. � W �' �- o � (T`(PI I Al..) �v > Y � t� m I � � � � � � .� _ _ — — — - � ►n — �� �� � � � ° � ' I ' � o � = J � I `� I : � � � � � !1' �✓ .! r M � nrr� �' .� +� • � ��:. !_ M � � i ���� �C�,.�. ${�C�� (� � �' /� r �1..�..� �T�?�f's�L� t�t� � v"�/ ° � LIFE SAFETY PLAN PRCJJECTICJN LEVEL � � Q�� �Y °� °� �° �? : � � �.��.���.���.�� � ���. � � � d _.. . . . ,�e.�°',a� ,.� y � S1. sca� = va - � -o .�� ����� �� ; � � � ��;�` � � I �\./ s � o.��.����� �� ��� � � � North ��.� �����.3 ��$ �: ; J l..E�iEND � � �� � :���� A�� � �� �*i I � °J Q� "°t"� $� �� ,,�� I �"� ,� ,� � �',�� i � �r/ `�? � .. . ...����-_ � Iq-� EXIT G�GGUt'ANT LOAR — - - — I H�t1FZ i�AT�P WAL�. i ��+��1.�� �� � u ��� �' ' C�E�--- ���,�, � �. � �.� __..._ � � ���� ��,�`°*t i 2 t10UR RATED WALL �t.�' �� � � � 213 ALLO{D��" D�OUR�I�' , ���� � ; Ft�R +�CJ►N�TRl1 TI N ,�: -►� �.,� �Ac�iT� �c��}c�yi�r}r�o�/yo�t�tit� .r {i � � ; /� O . �!'Y.t�V�/ 7LM YVVR � ������ Y � n J I.F- .. .. . . . . .. .. . . . . . .. .... ... . . . ....... .. ... .. . .. . .... . .... . . . . .... . . .. . . . ..... ........ .... .... ._... . ..... ._.. . . .. ........ ._.. . . . . . . .... ... . ..__........ ._.... ....... _ . ...... .. . ...... � � :+ � �John �Jane�, PE, 5� 9huc�u�t L� Pd ciKy�t'1��c:.loo.�,�rrN w�ww�pr�aam � � u} �q O ���������� � � � � Q Ga�;:;����d�?�'�,,�gy�� � I �,' �3` S_ �';n.� �1�+'� �s� � c� 6� �� = � � . G�I�ERAL NOTES ��Y�, ;��,���,��`, ".<,� � p � �i I. An� omissions or d iscrepancies betu�een plans, detaits, and specifications shall ' ' � � � � N � be broug h t to t h� a t ten tion o f t he Arc hi tec t ar Engineer be fore bi d ding. � �!' ��� W # c� 2. 5tructurai drau�ings or parts of the �tructural drawings may nat be used as �,��,� � � � shap drawings u�ithout prior u�ritten appraval. �,r�F � � .� 3. All or parts of these drau�ings u�ere produced u�ith computer aided drafting. ...._....;..�v,.�.�..w�-.Nm.n.. O � .. ... .........�..,..�...._._...�............._...........v............_...m........ \.... Drau�ings are available fram the Engineer in DWG format on req�est. `'�� ` ..�..�..._..�_.v..�.._......r..�._.....,..._.w. v.. , ; ; �� � .._.._........._................._....... 4. Contractar proposed changes to details must be clearly noted on the fir�t sheet " '' � ............ . . .... ..._.. ._. ............_.. .. �� ; ; `��\ W . r , ........._...�. : af al l shap dra�u ings. _...�......._ } � �� � 5. Gonstruction shouan is stable cafter the building is compiete including interior an�! _ � �\�`� exteriar fini�hes. The Contractor i� responsible for temporary bracing of the � : �� �``�., � .. � ; : structure during construction. ...................�.......................................................................................................................... ; : i�� �`�� � 6, intersections of new and old construction iltu�trate interpretations of drawings � ; F�` �._,_ on previous projects. Befare starting any canstruction, verify all exi�ting � : �� � CS conditions. ' � ` ; f`$ � , � , , ���� � � ?. Drawing5 on the exi5ting building are available far rev�eu.� at the affice af the ..�........................._.............................,...,......_,,....................................................................... Architect on req�es�.. ; ; �`�� �� � C't� 8. Loads imposed by mezzanine, stadium 5eating, and other occupancies onto � ; `�� � existing structure are shoi.un in plan. Adec�acy oF existing structure to suppart � ` `, �`� .� mezxanine, stadium seating, and other accupancies i5 not part of t hi5 GO�'lti"qGt. _ :�........�......._.._.........�......�.._......�.._.__._�..m...��..�_..�...__.._...�.�..�..��.__...._.......�....�4.`..� ' � . . . . ,...,.,.M..............�..........,.,...�......��.,..._�...,.....�....._..__.....................................................�......�.m.:.��..................._..................��..........�.. �1. Laads are given as �ervice loads u�ith the fotlowing abbreviations _. . . ., . ... . � 3 ,, a. Dead; D ...... ......w. ..�._. ..�.....�...�.....................�........,..........ti..........�.U.�._..,_...............#.. .,..........�:°�.:��:::�:.:�:�.�.�:�:�n �.�,..._._.�.....�,�._._�.._.._.._..�._..__....___..�.._.�...2 � � b. Live; L. � � � r f �'�� � � � - = s �'��� ` '' -1 c. Se i sm i c• � - �_......��_....w�..........���......_..� ._.....__.....�......,._...�...�..._..��.,,.__..... t .,� � . . . ... ......... ...�.�....,w.. ..�..._......._.....�. .,.,........_......... r --�c� ..........�.�....._.�.........�...._..,._......_.....�._.....::�...._....,_......�........�,�..�........_..w.........�...�..................�.,._........._,.......�............�..m.......�.�............�.....m,...._................,._,......._..m__�.m..._..._....�.......,..,_r,..�,....�..„......�...,...,....�m..._,.�.....�,.............,.....�..__..._.n.�m.....�.......m,�.,.�......... .�„ .. . . .�. . . , w� . w � � ......... .�._...........�.. i �......................_.......,.......,.......................�._._.................. ; . _ � . � k .... �� .. ; _ : .............._......._..........�......�,..,...u....._._...._........_..�.,,...._............................�.....__.�..............�..._.....ti.._.........�...,........,..............,.,.�_..........µ�......�.....�.�...,........U...tiu_...._....�.�........._...._.......ti...,.............................._..........,._........._...._...........�_............._......�..,,..�........_.,._..,............,__.,.......,...._......._.....,......,....._..._,..._....�._........�.............w,..�.. ; d. K�p , 4 � : � _ � � � .�,,...,.._ ...._ �__,.�.._�.�. ...... _.._. ...._ __. ; e, Pounds per linear faot; plf o ; :.. .' � � ; ? � • � '� � I = } r i r ; i = , ,,. . , ,.... . w.. w, ..._ .._,..��...�. .,,...._....... ._. .�. ....,_.... _ � # �,,._ _... _� .��...�._��.._�. ..,.�.,.,�. .,,, ,,,,...�..,.._.,_.....,..�w. �,.....� .,r ..�„u.,. �, ..n.,w... . ....,_. �. � ,� , � >.... .... .... ..... ..... .... ..... ......,.M. ...,. ,�. ...,...,........M.,..._.,......._.., ... ,. �... t � _ .... ...._ .r...... .... . ..... ... ... ...... ,.,.... ..... ... ..... .. .... ,... .......... ..... ,... .�....... ..... ,. .... ., .,.. . ,. ..,, .... . .... ,....... ... . DESIC�N LOADS :.�..........w._. 346.ptf.....� .. . � ; # _. ... .... .... ._... ..., .... ..... . �......., .. .... ... ... .... ...._..... � -� � _... ...........�.� � ..,..�5�1 i f �.....�.....�,....,..�...............��._. � . .. .. ...� r 1. Reference code far loading SEI/A5CE7 7-02. � � ' � ' � � ; `• ` ( ` � � � ; # t : 3 � s i ic tion i l : t : € � : a uildin Gta s f a � . B ; < : ry : _ . . . .. ..., ................ . .... ..... .. .......... . .�..... . .... ..... ...E ..... ... ... ...... ..,. . ..., .... ... ...... . . . . `� � :..... ... .. ... .. .... .. .. ,,., . -. . . � , ,... .„... ..E ;,.... ...... .... .... .,... .... ... .,.. ..... ..... ..,...... .... ..... .............j ..... .... .,......... ,.... ... ,... ... .,... .,.. .... ..,. ..... .... ..,.. ,}� ..... ..... . .... ..... .......„.. _, ..,., _.. . ..... 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M.. .., ,. _ :....�. .. �. . �. .... �v,. � � � �..... ._... ..,. ... . ... 2)Mapped 5pectrat Response Acceteration� t ° . `""�..a�• . ..� ; ; t ; � �u_� � . , , . a)�s � C?.2�8 � ; � � > . `° ,..: ...:�:._: .. ._ .... .... : .... �.... . . ..:. :...�,N. ._�.:.:_ ....��.... ,. �.... .. ,. ..w. ._. .. �.... .... :...� ...: ....� ,... . � rt; ..�... ,�:.... ..: �.�:� .... .. �.._ :.... i � I1� . , ;. � b)S I D.OG�S ..._.............._..............,....... .�....�..._....,......._..0 � < � € , � � _ : : 3)5 i te G l ass D : ; : .: �....... .,.:.�..: ._..:.... :.:_.:...m.�...:...�� .�..,�.�; .:....._ �:.,.:... �.m:...<.: ........... . ..... .� .. ....:_... :., = Q z . ..: � : : 4)5pectral Response Coefficients ' _ : f ....... ° . ... , ` ? : ... # . : ...� _ � W . , .. �_ � :.:. ...: .... : . .... :..: ... ..v.. . .,.. .: . .:.. ::; .. ,,. ,... , .., ..,.. .. .. ..._ _.. .. .... .,.. .... _... . c Sds 0.283 .... ... . ....... ............ : :_,. .._.__�._:.._::�°::°.°�::` �.. ..... ... ..._.... .......... ..... .... .... .... ._..._.... .... ..... ..... .... _. ... ...._......... _... .... ._ .... . _.. , .. � _ � ) ......... ........_,................., ...... .... ... _., ,..., _. .. ... .... ..... ... ... ._ .... .... ... .... .. ....,... . _..._.... ........ .... ., ..... , . ....� } : . .... .... .... ....... . .. ..... ..,. . .........,.._._..,.......__......._........ ...,..._......,,...............,......� .._.....,...................._.............. �� 7u ....... ..�...........................................U.... , ..; ; � d)5d i 0.1 t�q ` � � �, �..._.... _��...,..._.�_..�,._.�.....,�_.�...�..__..,....w....... .m......�.._......._...__....�.. . ,......_.�.... �...,�......,�..._r_......._w._...�.._._......._........� : L �� ..... ..... .,. �,_.. � ; . � z u = ' See Arch for extents ; i . ; : . � ; i 2�_�ln � . ..... .. .... .... .... ... .. .... .... .. .......... . .... ... ... .... . .. .... ... ... ,.. .... .. ... .... .. .... ... .... .f r 5)Seismic pe5ign Category B 3 �4 �,} 6)Base 5eismic-Farce-Resisting System(5) - : � of stadi seatir� � ......... .... ... .0..... .... ... ._. K...._.� _. ....�. . ..�.. . . .�,. .... ... ., .�...�. . .... ....� ... .. ,. ..,.. .... ..... ... .... . � � .�_..._......�.�..._..�............. �.�..�_...�.�....�.._�.. ; ; < � ; .; �)Ordinary Reinfarced Concrete 5hear Wal1s �� � ; t.�:� .,.. . .����� 5.����.:: _�'����_�i.u;gs:�. . .... ..,,w�.... ..............r. .,.. . . .__. .... ........ .,., .... .... .... .... .... _ ......,� ...,. .�., � � ; � 7}Design Base 5hear 15 kips ; ; for toads and details � � _ Q = 4-.�.. : ; ... .... ..... ..�. ..... .� .. .... ... .,._..... .. ... .. . �-...v-......._.._......._.�. ._. ..m.._,....���._........._._....�....�......_._......_.�__......._....�......._... ..... .........�,....,._.�..........._�......M.......�r.._....�_.�..�..�.... ................�....�........_... .. .... .... . .... ........ 8 5eismic Res ot��e Coefficiet�t Cs 0.07 : :.,_. . � ... .... .... .. .. .. .... - � � C ) .�.. o_..�.w.�.N�' ' ' �,� ; ... ..... ..... ..... � .....`�, � � ..._._....�...�......__�. ; � ; q)Response r'lodification Factor 4 o N : : ��,. .. .... ......... ..... ....._.. _. ......_..._.... ............__.... _... ... ... ..... _... _... ..... .... .... _.._.w_.........r.........._.__..�..�.m.�.. .�..�._.�.�,___....__..._..._...._. ._.._... ._..�...�.�__�.,.�....�.�. .....�.....�....�._.n_...�....._�..�. ...... _..._..._ ._�,�...�.�..,...w_..m... _w�. _ : ... . _. .... . ; ;°° �"� ; , ,.._. . : � ._ . ... .. , � .... ,.. __ ..�. . M..u.. ..... .... .... .. ..... ... ..., .... . ...._ ..., .... ... ..... .,.. ... .... .... ..v :..: , IQ) Analysis Pracedure = Eq��valent Lateral �orce .v�- m � �� ; = mt�t ; _ .... .�.. .... .... .... ..�., . ,.... ... .......�. c. Live Load � ` � . _... _.... .... .. .... .. . .... _... ::::�:::":::: ::°::::::: :::::::: :.::: ::: ::::: ::: .. _... ..... ... ...... ... .... ..,.... : � . ..... . .... .... :� .�.............�.........,�..............�.�............,., , . i l) �"heaters � ' ` �'�� i • � 8�_6u,;�. . � � �ixed seats �0 psf � f �. .._ ..:�. _.. �. ... .�: ::. ..� .... .._. .. ..�, . :. �. �.. .:.� ..: .�. .; � : _ x . . ... ..... ...... . .... ........ ........ ....,.,..... ...b,...... ..._...�.. ,...,�...... .... .. . .. k ! �`lezzan irre 5torage !00 psf ' ' . ... ..... ... ..._.... .... . ..._.... .... .... ... ......_ . _ . .... � . _ : , .. ... ... . . ... _ ..._. .� . , ..�.............�......,._...��..,._.�.. J�..._�......,.,_..�..�. ; ; ,.... ... .. ....�ee...Arc� �'or.._extent5�. ,._.. .._ K, .r�..,... _.. ..........._.. _n .M .,.. ..�... _v.5��.�.�Arc�..�or -sxt�nt�� ..� .._ .�,....... .�..._t Mexzanrne Pro�ectvr 50 psf '� ; ,....... m..�.........__.w.....�,�.._.....................� m._...w,.�,.m........�..��_...._.....,,...._..___w�....._.........._........ ._..._........_._.M.�._.,......._�_.._..��.,.........._�.....w........._.._..... ... . � .�;�. • _.�,, _ r � :,., a �tad i seatin Exit Passage Ways 1d0 psf , : _ � ,....; € .._.M .....�M... of stadi seatin F = ; > . 12 � _ ;... . ..... ......._... ................... ..... .... ..... ...._.............. ..... ...._.... ...._._..._.... .......... ..... ..... _... ..... .... ..... .......... ..... ...._.... ........... .... .......... ..... .......... �°���'�.5�-.� . �ie�.�..�.�.��..._....._.._......���..v�.�.�.._..._.._......_.�..��_�..M...�._..�.._`�e�....�v5.�. Ye`���u�'g�w...m._..�_..._�n....�.U_. : .... . v.. .... .. .. ..... � �,.,_...�,.�.. ; , ? ,... .._., .... ... .... .... ... ... .... ..� ,.,..�.. _.., ..... .... ... ....... .. . : . .... ... ... .... ... . . .... _... ..... .... .... ...., ,. . .... ,.,, ..,,,�. ' RE1N�'DRGlNCx ST�EL AND CONGRETE ...�...........55.i�.�....U�..�.....,......w................... : : _:. :: f�r loads and detatla _ ::: ... .: :.:.. .:: ...�ar load� ar�d :.de�ail� .:.: : ..:. :... :.. .:.. .. ; ... ,.....�. .., ... ... �.. .,. .. ..... _....... ........ ... .... ....... �.. . _ . I. Ail cancrete work is ta be in accordance u.�ith the "Building Gode Rec�.rirements � � � � ' for Reinfarced Goncrete" (AGI 318-02). ' ' .. ... ..... . _..,,.. .... ..,.... ; _ ; , _ : ; ; . . . . . u • • K ; .. ....__.. ... .... .. ... ._.,. ...... ,.. ... ....._. .... .... . . ..... .,.. ... ., ... ..., ._... .,... �.. ...,.,.. ..... ... _... .... .. _.. . . .. .... ... .... ..i € . .... ... .,. .... .... .... .... .... . _.,. .... ... .... ' 2. All detailing is to be in accordance i.uith ACi Deta�ling 1'lanuat SP-66 , ; _ .. ... .... .......... ... ........ ... .... . . :° ..: . ; : . . 3. C��.��ePrvpertiesDesign Max WtG 51ump Entrain�d �Air . . . . _ � ^ 2 .. ._... . .... .... .... ..... .... . _... ..... .... .... � .,._.�.._.......................�.�,. ....�..�.,..,.w..._._. . €. ..... . :................................_..._............._.u....._...,............_..�.___...�......,.._..�..........._...........................r.._.._..._..........w���...........__.__.........,...._.......�................._..._......._..,........�..c , ? U5e Stren th Ratia Limits Ran e Weight Notes: , _�.., v�. z..�............._�..__..................�....._...... _........_�,._.._..............�,._......r.n.........w..w_...........�...,._..__...._.,.,....._....._�._.........�.m.�... ,.._. ........�.........._..�.,....�._..w..,.......�............_.... . : .. ...... ; , ...;_ ..,� 9 9 ; t ,",. ........... . : } ......ti..._............ .,....,....�.........................w,...�..,.......,.......�.......,.......�.......,......._........................�...............,........... ....................,...._................�._._...,...................1 ' . � �-,.... ....... : n . . a,... ; : f�..............,........,...„....... . . ,....... . . . ....,. : E ......�w„�.....,... � ? � t �lab� on Me�al Deck 4G�0 si n/a �" to 8" 3J to 5% !15 cf Use NRWR = { ..°......... ; ..._ . ...... . ...x. .. z..__... ..... ...._.... ....__... ......... ..... .....__... .... ...__........ .......... .... ......... ......_._ ......... _... ... ...... ..... .... .... ._. ...: . .. .... .... ...._... ....._...._... ..... .... .... ......._..._.... ....... �' ........, ..�.._........_.._. _...._._..._..�.....�.�_�._._...�u...�..�.,.........._�....�..�_.�..__....,. ,.. .... . .. ..... ... .... .... ..... .... ..... _... ...._... .... ..... ....... ........ .......... .... _.... ..._ .... .... ,... .... ........... .... .... ..... . :... .. . .. ... ...._� . .........,.. ,......... ... ..... .v. .._ ........ ,.. .... ....._ .... .,.. , ... .... ... ... . ., ; _,. .. _.. .... ..,_. ... .� . . ... ..,,w. ..... ��__.. ..,... ��. .M ..._.N. .. ..�. .., ._., .... ... �. ...._.,�. _.. ...� ..�. ..., ,... ._ w.. .�. �....r. ...�..w. ..,.. ..., _. .._. .�.. � ; r ,.;...................................................................._............................................................,. ; �, :� : � �.,�� n....�- ` { ; � a. All cancrete must obtain ? day strength of 70% of design strength. : � '��. } � : F � .....�....,. , � I E �`h , _ 0 ? i ' 1 ..,..,.. �. . . .� .r���..^ _ b. Goncrete m�xes may use up to 25/ of cementious weight as fly ash. , , �., ...�. ...... ,v. ..,w ..... ... ..v. .v. ..... .... .. ..... .... ...... .�. . � .... .,. .�.. ..._. .... .,. ... ...... ..... ..., , _. _ ._ . . .._. �. _ ... . .... ,. _. _. � ., ..... �. ` ..�,r...:.�.. , �... .._ �. ._...�� k�..�.. �.. .K:......�.: ,_. .�. .M..�� ..�.....M .._ ..� .... . ..�n.�.....�..... ,.�...w....�. ..�....� ..... ,�,. .._ � .... .w. .... �...__ .� �._.. .. �� w � M .. . . . � ..� ...� : � • 3 # ���.. ......,_......... .................�,....,....,..,N.,..... .k,..,...,.,.,.�....,...,...,....,..,..w. ... .................,... ..,.. .,,..,,.,,.,......,. ..,. , c. Goncrete mixe5 may u5e u�ater reducers, acceterators or retarders u�ith prior � � �.,h�;� � ; _ �..., .,.._..... ..... � .. ..... „_. .... .. ...... . ....... ... , aroval. : � ; = w.�........_,.�._,�..�. .....�,.._. ._._._..��.._�.�,.._.w.....�._.....�_._.�K...w,...�..._...._...�.._....____....._..� ..�.....�...�.....K..._m...�..__..�.,....w..m.�..�..�. . pK� : ............." � ° _.....w�_.�.m.,..�...M_._�...,.A��,.....,..�..�...._m...�_.....................__.�._.,_._..�._�...�..�.�......,.,.........._.�,.�....._�.,.._m...............� ..._....�. � ; � ° . ............._..... .!: �� ........_........... � � � ti I ,. I I h z z 4. Welded u.�ire fabric shatl be ASTM 185 and shall lap 2 erass i.vires or � '`...�..� ._ .0. ..... ..... .... .�._...... �. ..... .,, ... ..�_ v_..� �,_..._...._. w. .�_ ..�_.�. .� _N. ` ' � ..�..���"' '`�,,,, _ . . .. ...... ... .... ......... _... ... ........ .... .... .,, ....._.. . . ..,....; { ... ..� .._.._... .... � .... .... ... . _�..� .�..._�. ,.... ... .... .,. �,........ ..� ,... ,, i _. . ... ... .... ... ..v.. .,,. ....,. _ .�,. .v....... ... � ..:. ..... ...._.... .... .... ...:._.:. .. u�hich�ver is greater on alt sides. Alt laps shatt be uaired together. � � ;.......-.°.°��-..w °..�, � 4_ ._..... .._.�...�...�,.._.. .w. �_ .......�. _... _. .__..M,. .m. .. .�..._.. .µ. .�..N. ...... ..�.. ... ._. .�. ,�. ,._ ..w..M. ,� ..� �. .._ _..._........ .... . . _...._... .... .... _.... .._. ......_.. .... ... ..... ... . _... J � f_vs �� � � � : . . . ,� ; . : �_...._..�.�....._....w._�...�..�....�._._......_.__�._...�._.�....._._..._.....�..�...�......�._.......... . . . . . . .. ........ ............._..............................._........._..............._...........,........_..............,................................................. . 5. No opening5 shall be allou�ed to penetrate any concrete u�ark, unles5 it is shouan ; :................................................................................................................................................._.............................................._..,..........................., �........._...........�...._......................,..........,.............................,.........,.......... .. .... . � , V.. an the structural framing plans u.�ithout prior �.uritten appraval. Cantractor shall :..............................................�................_...............r°...;.......°.........�.........................................� _ � E _ : ' ' . .. . ... . ... . .. .. . . .... .. ..... .. . .... .. .... ..... .. ...� .,. .. ......... ...,.. . .. .. .,.. _.. .... ..... . .... .. .... . . . . . . � .... .. ........ . _... .... .... .... ,._ .... .. .,, .,..._ . ,_... ..,. __..... ...�...._M.. ,.. .. ..... ,,.. ..., , , .... .., .... ..... .. ..... . ,,. _. ......._; >. ...._ .., ._.. ...... 4 � . ... .. .w .. ..... _ . ._ . ,. .. . . . . . . . . .. ..i ; � ' .. . .. . . . . . . . . . . : F . . _ . . . . . ... . . . . . . ,... .., . .,. . . ,.................w...,.,...M.�..,....,..,,....,.,,..,......,.,. ..,,...,M ..,,..,.,,.,.,.. ...,,.,,...,....,. ,:,...,., _. ' submit for revieu� lacat�an� of proposed apenin�s not shc�u�n 3a days prior to ,. H�. M�...�. ..H .... �. .... H.. w_.�. _ � �. .�. w. w. . . , � ......._...w�.,�....._...�w.,._. ._.. ._..�. .... _u...�_...�. .w.,..�...�.._N.,,_....�...,� .�..�...�........M. ..... _..�....�._. M. �..��, .��. ,_. ,... ..�..x,...... _k. N �_. ... .�..,_...��.�,..� ..,_. ... , paur�ing any concrete. _ ; _.....w. � ._; �. ; ; ; ; � ; 5rt'RUCTURAL STEE� : � _ _ ,. ._. .. . ... ,, ... _., w . ......_� _..._. . ,�. .,. _.�.�... .�. ... _._ .., _. M. .... ._...._..� �.. ...... .�. w ..� ... .� ... ,.. .� ... �.. ..,w .._ .._. _.. ,.....�. ... ..� ._ ,.. ... .... �.. . ,... �.. ,.. . .. ...._.. .... .� € w. ... _� ._. w.. n.. . ..... .. .. .... w. .. .�..,.. ..�. ... _ .�. ...w _�. ..� w. ._. ... _. .� .. .w w. �. .< '. � i . . . . . . : .... ........ ...._..... .. .... ..... .... ... .... .... ..... ..... ..... .... .......... .... _.._..... .... _.._... _........ . ... ..... ... _..._... .... ........ ._... _.. ._. ..:...... ..... .... .... ..� �.. .... .... ......_.. .... .... .... .... ...._ .... ..... ...._.........._..._........_.... ......_... _... .... ... .... .,........ ..... ..._... ...._ _... ......... .._..... ._. .. . ..... .... .... .... _.. .. .... .......... .... l. All deta�ling, fabricating, and erection of structural steel shall be in accordance ; , : _ � f A 5G "� eci ications or esi n o �tructural 5teet Buildin s - ; ...,. ° u�ith the lq&�1 I f f D f €� : : . . .. . . . ..... .....u...................,......,..........,.._..........,..,......................,.�._.v..........�.�...,.........,._...............,...........�.,........................,..,.................,..�.a.,...� p 9 � ,.._........._....................._................................._............................_....�,.............._.......,..........................................._............._......,..........,..,....._......,.a........._......................,...,..._....................;.........,...,....,...�.............._.......,.........,............,...�..,... . .�. . . _ _ ; . . � : , : .�.............�.�......_..�...._._.�_......�......��_.�.�..�..._..� � _ ..._.w..�.�,..._,�.�....___.�_....�..w_.�......._....�,..,�.�,_._...�..,...�.�...�...�u_�..,.........__.�..�...,.�.._.._.w�...�.�.�.._..�.�.�__._...._.,_..�...�.._....r.�.._.._......�..�...�.....�...,,._.....�._.�.�, A11o�uable 5tre�s Des�gn and Plastic Design'". , ; ; � ,.......�...�..._.....U�..�......._.�......w�_�._.........�..,�........_.._._...._..�.....�............._........,.� �__.�.u.tiu,._..._�....�,....w......._..�.._ .�� : 2. Atl structurat steel channels, angles and other sections �hall be A�TM A,3�, � .......,...�..........�..........................�.......`�............................�...........; � . ; .,...r�.............r....�.,._..�_..._._._.._...........,�...,.........._..M..._.....,......; a..........{ ............ _ ; � . , ; ; _ . unless ncrted. ; i ; � ; ; 3. Att �.uide flange shapes shall be ASTI"`f Aqq2 p� Q N f'1E�AL STUDS (StrUGtUral) � N 1. All detai�ing, fabricating, and erection of tight gauge �teei shall be in � °0 accardance urith the {��i� A15( 4Cotd Fr�rmed �teel Design Manual'. � � 2. Ali studs, joist, tracks, bridging, and accessories shall be a minimum of G�0 � � o �' galvanized an�! have minimum yietd strength af 33ksi, unless noted otherwise. 3. All studs �hat 1 have 1-5l8" f lange. 4. Provide double studs at all uaall intersectians, jambs, corner�, and intersections. 5. At alt apenings in watls provide additianal studs each side of opening to replace members cut at the apening. �,. Provide blcacking or bridging at a maximum of �4'-0', unless noted otheri.uise. Terminate blockit�g into u�alls and cQlumt�s. 7. Alt u.aall studs to have fult bearing at top and bottom of stud. Attach studs to � 1 /^y�� � 1 /^qy^� �$�����r��� �__ track w/ 2-#10 scre�us. 6 V 6 �✓�I i 8. Attach track ta slab with Nilti X-DNI I"x0.145 C� 12" o.c., or eq,uiv. � 5heet Notes: � U d �1. The size�, spacing, gauges, connections, detaiis and ather information req�ired l. 5ee aheet 55.1 for typical detaits and general notes. W Q ta construct the load b�aring metal stud framing for the stadium seating ptatfarms ,� „ c � is shac..un an the contract dacuments. Shop drawing for the stadiurrr �eating 2. Reference all elevatians ta fir�i5h flaor elevation (-r) 1C�0 0 �� w O framir�g are to inciud� the propa�ed laad bearing met�al stud manufacture's praduct 3. �ield verify all dimensian�. � W � data, cut sheets, structurat propet�ti�;s, recommen�led construction detail� and � details far all members and cannections are req�ired prior to fabrication and �� C � it�s�tatlation af load bearing metat stud framing. The con=tractor has the option5 to ` w propose att�rnative framing methods or camponents, `rhe contractor �hall submit x shop drauting and calculations on the prvposed alternative framing sy5tem for ' _ revieua by the architect and engineer, Ali design calculations for the alternative ' framing methods ar compot�ents �hatl be �ealed by a Professionat �ngineer licensed j � � in the state u�here this praject is located. The Professional Engineer shall provide �! m a statement that he has revieu.red the stud framing shop drawings for the o �n atternative framing system and t�he drau�ing conform ta his calculations. All shop " �"� drau�ing and et�gineering calculation are to be provided at na additional cost to the ��,,� ` � fhuner. Q `1R�5TINC-� AND SPECIAL lNSPEG`f"IQNS .J !. The o�.uner �uill provide testing and �pecial inspection under a separat� cantract. � _.j ' � � PERMIT RE�UB�I��IC�N - C�4-25-09 �1.1 ., �•�� ������� � � � NC�IS�iW8f1���J llW��d A � � � � ;��► ,.,....,�,�.._ _ � D � � . � . . .. . . � _ . � � � � . � . . � � � - � � � . � � � , � � � . �II� 4 . . . .. . . . . . . � . � �.. - � . . � . . � . . f.�} Z � � � � . . � . - � � � . � � . V�/ O < m ` . � . � . . . � . , . � . 1 . . . - � . . . " . . . . 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( '. . � � . . . . � . � . � � . . � r : � � i��! i � � � � ull'�t�'� � F---u9–�01 u%-'�OI ���–�OI � � � � � � � n�_"�b n4��b —u�'��l �iQ–ill � Y......."�^'g1� : � - 1 ; � ti (� � � i W � �...,:....� �`t' t��Ct ' � 3�'l�l�'l i i � � : : � . ��I9'�QIX4N1�1�'� �15'�OIx�M�{�'� �f�'�OIxBM�f�`� �Ix9M �Il'�IxgN�fl'� �i0'�1x81�ID'� �I�'' IxQiM �I�'' �1�3'��IxBM�lB'� –==� ��� Q � � �` � C� ; _ � a� � �''��`�1'I ��� -�b--� � �,r = � .._�4 � a f �s� �,,, — � .,,..���..,.,�.V...�.,,;.....,�.�........�......�..��.�.,.�.�..��.....,.....,�..,,...,..:.... ...�.�...V..�..�..�...�......,.�..... .................�......... ......,....,............�......w,�..... �.�.......,.....,.:.....:.,,....,...........,�..................;�,�...,.....,.....�. ........... " �(0'S 51 xBM �IO'� l`�5 � Lp � --�'�'" �.� ::: �:3�i�"�� �.�.��t��� �'� �� �° ; �. � �id��i -� �t�z�� ��' ;� � � � a �ia��.i a �id��.i �,� �,� � �,. i•�S .�......V...�........��.........�............. ...... � � � ....,.�...�... .. � ��...:.�� .....�..�...,...�............�.......�........�. zo � � �tae��.�..m...........,�r. ...�..��.,....�.�..� ...,.....,,�,.w......r. � �tdv�z � �ta��� � Q �t��5� Q �ldz�� C�3'i � _ � T �J 1'�5 ..1.. w za � — � � � �. : � � s-r� � _ , � � —t�t _ — -� -�-t �� r�`�'x ,. � � rn ��?f�;� � � � ��:-t.�� � `�� � �`` � ". c� � Q �`°�' �.r�� � �, c.rr Us ' ��-.�`� ��.,` � � �' � � �� — _ _ ;�. � � z .�.a�., �..1 i������� �an � �. d � � , .���a��°'�'����°y+;��: . � -� -�P �`������'�� . ,.. � ac . woor'a�a�ntw�+�w+ �u�#Mi�'�M'�l[,7�t�Pa �l��ws �S ��d `saul?�► ut,�o� � � t � iG .--^'"'"'.---"`�i� ? c a i � � i � i � ` � ` � � �, hn Jones, PE, 5E � _ _ � � � � _ � 3 114" light �.ut concrete � ; 3 I/4" light wt concrete �"x6" PL cont 3 il4" tig#�t wt concrete I 3/i� ben a��� �.u�'��t�t���� '0� ; � with �xb W2.qxW2:q wwf � � u.�ith 6x6 W2.�1xW2.q �,u�.uf i.uith 6x� W2.°xW2.�i wu.�f 3�� tYp tuith /vx� W2.�ixW2.q u,��.uf d� C� � � � cin 2"' metai deck 2 u on 2° metat deck on 2" metat deck ���;�� ,ti �.'�. o , � on 2 metal deck � : : y�, . . 2 . . . . � . . . . . . . �?.� '�tgt,si �C �/�, y'y�y} . . . . . � . � .. _ . . - . . _ ; .� ! . � � . � . � � . . . . . . �v9�<i:,�yPisR�r`�i��� � �i� � � . . . , . .. � . � 8C 7L� . . ,x�,olC+��?-_".e-, X�^-�-X � � � . . , . . .. . .. . V 5... . . r� � .� . .. ,. ` ' '.,. .; ., . � ` ... =s � x '=—uc�.a x-s--•\ x;—�=—K— x----..-x �C-�x x ze�--'-- , x-e— a x� x-�;—.,x-i-r,--x -.-e^=sc— G�."�`.�ud x�rs �-" . . , . . . .. . .. � . . � • . � . _:_..'i�, I . . . �� . . . � : ,..� x '. . . - 4. , ' . ,c ,� -y , :p. , � ,�Eq �`�a.� ry�� {1 � �• 'K� � _`��"""� ___� 1� � ___�"--.."`) �`.:'� ti� � �1 �i`' � Existing concrete u�ratt � � Exi�ting concrete waii ` � � �� � �,���� +� }�� � � � � � � ; � � _ �` �-� N �,,a `a , � � L. 4 x�4 x�g xcon t �"� # # s.. ' L 4ux�ux nxcon't � �� n u � � . � � u�/ �"dia x 5°ernbed � �f �"dia x 5"embed ��� @ 1/8 �, x��!" � � i � epaxy anchars @ 24" o.c. I epoxy anchors C> �4" o.c. 12°a.c. 1lS � .�t:`� �J .,�� i. � � � k 4 �� � �- — � t �� � � � � Truss battom chard � � � Beam 5ee ptan � � ' � � by others, see plan � � � � � � � � � � r � V � : � _ W � _ 1�„ � : � ° � m C.� r �. ' . . . � � � . . -. � � . . . , . . . . . ,� . . . . . . . + � . � . : � i � � ��ec�, � o� Q 1 ��c� � v� �� ��ct i on C�� �ec� � c�� �J� � ' � � � _ ����, � ° t �- ° by o hers �.�+ i.L. t� � � � � � 3f1�" bent plate 3li�" bent plate ..�.J �1 3 1/4u light u�t concrete 3 1/�!" light u.at concrete 3 114° light wt concrete �.uith l�x6 W2.�1xW2.�1 �.u�.uf u.�ith �x� W2.�fxW2.q wwf �.uith 6xl� !nl2.�1xW2.�1 �.uu,rf � �j crn 2" metat deck on 2"' metal deck c�n 2" metal deck � W �r x:x ,x ,.-t,c.--.x x -�.� �--.,-x-�---�-�--x�-==x-�---�.-_,- 3/16 u u � � . =� .x . , � n� �; .� / 6 x� x4" PL M:���� x-�%. .x�...-.-�x � �� x.� .�, , x-£;—.,x,3. .x --:-x-�=-�— Ot ''� . . , ,da• 'o' �l � .__._�� . � � .���IO � ,t � a . . . � . � . . � , . ... - . . . . . _._..a� � . . '•e ..�• '�. ._�.� � V � � --1'�1' �. . . .,3 ,a. ��' , —� �� � � � 3/l�a � `� ryr L��T 41� 3/16 NSS4x4x�n hanger _ see plan far tacations _ .x--<.--�x�-----�--x,�3,�x x -h . .. s . .e, _. �. . . „ ry. , v. .• ., . . . ' � � ' 3/16° bent pla�e ~ ' t--� �,,,�,,. 0 � `'^ � �f f ! . � �/� _._._,.__.__ — �✓rr J � � ' Qrientation of secti�n cut E" may vary on plan (j� � - Bearr� see plan (.� _ +� . . „ . . . . _ _ . . . . .. . � . 4 . . . � + ' � . ��c�� ic�� �� ��c� � a�n D� ���� iot� D� ��c-� ic�� l�� Z � c� � : c.� w � _ . � � i _: _ � � Slocking @ 48° o.c. verticatly , �ram� �on�ect i on ��h�d u le =i�r �. � 3 il4" light wt concrete Length � # af batts Fnd I"iin angte � u�ith���x� 1�I2.qxW2.q u.��.uf �u 9Yp wl #8 5crews o �} � on 2 rnetal deck @ (o o.c at panet edges rn rsaction thicicness � �� � @ 12" a.c. at anel int�rior `�' o c� _ 5-If2�� 2 37;IIG 5�6u O� o �y �°} �'} Q 6r 1 � � N 8-V2° 3 55.3k s��u �? � � �? � tt� N � ,X. � �X—.-0..-x�-.:_ . ., x.,-�-�-x-�— � u u � °� _.1 _I � r ' :s . . �'J"�D X��Ct(,�Gi S�U(�5 � �� Q.G. ( 11--112" 4 72:�k 51,��� � � • • : :��� :'$`: ���`""1 � r� , .< . .,....,.. . - • �� • � � � ..,•�., ; 14--112" 5 S�:7k �/ " � �,. . � . . : ,..- '. _ � c� 17-1/2° 6 IQ4.Ok 5�b" °�a- =��r Existing concrete u�alt � � - - i Length 5ixe of End ,. !`1in angte � ' Weld A reaction � tl�ic{cness : ! Isola�.ion slab 5-I/2'� 311b'� 37.Ik �! n � � Frame connection by others : &-(%2'.' 3/16" 5�a.3k �l o Length of return � i see schedule, u�! �� ;� sr��� 2 x u.�eld size � _, (4}�"dia x 5"embed Beam see plan 11-1/2 3f1� 72.7k /6 = � �loor f'raming 1�4-i/2". 3/16" 88.7k ���u j � epoxy anchars b others 17-1/2" 3116'! IOA.Ok s�6n � � Y - � � ---�- w O L�ngth Size .of End. Min angle = ...-------'"''"� ....................................... ............................................................................................ . ............., ,.,...........,,.......,.,.....,.,...,...,.................,................ .....,....,.,.........„ � � � � ............................................ ....... .. . . . . . . . . . . . .. . Z . .. .. ......... .....,...........,.............,..,....................... .... ....... .,...., .,....................,....,.... . .......,...,.,.........,..,......,......,....,........... � rL Weld 8 reaction thickness ; . .......... ......... . ....., w � �i 1 �i. 5 n = . ................................................... . ...................................................................................... .....................:....... ............................ .............,.. ....,..,,.............,.....„„.......... `� r �J--��� /,q, ��:�nIG f�, �•• L� �, O �!"���II �U ��.�� 5� U ................................................................� ,.,..................., .........,...,....,.,. ....,,.,................,,..,..,,.........,.. ..,.,.....E., , �„ ,.,..............,......,..,,....,..,........,.,........,..! 4 � �l-`����I f�� FJ�.��G ����� � ° } � u' �...+ 1�4-1/2�i �4n 7�a.rak �'/&" ° � � �� W U � � Wetd 8 , � _ � M _ 37-112" %�" iD1.Ok ���u ` . , . a Wetd A � ` � � x Dept�h flin length Depth Min Length � f " vf beam of an le af beam of an le � ° � ` ! "' � ; � o W12 5-1/2�� W2A 11-it2° t ,� � W1�4 5-1l2" W�7 11-Il2" ., "�i�� � �1 I � I � {�'�✓t,..� ( t✓I I l �� � � �� m W1� 5-1/2" W30 14-i12�� � � { � �, ; ; o LJ1S 8-112" l�133 !4-f/2�� , � II II �.............� �.............3 �`�.../ U �� W21 S--il2 W36 1?-i/2 < �•y�. W � ....� � � � r� v,M► � PER�IT RE�UB�I��1�'JN ,� , : t�A�-25-{J9 �5.1 I"la c s u size E � 5ee sections for thickn�ss U.N.O. � � fl 4n concrete �lab _ � fasteners � �.uith (ox6 W1.4xW1.4 u�wf ----�,,� Blockina note: 5traa nate: ,Q on q/16" x 2& gcr metal deck � Place sotid blocking at end5 of floor Top strap not req;d. if cot�tinuously ���"��''� ���"��'� p '� r �� � Q Q- system, adjacent to attached rigid sheathing is used. � �,1}-- � (i)#10-1G� screu� atl openings, and at 10�_��'o.c. temporary bracina of top flange 9tn�ur�i�toaes Pdt�►+�'7t�c.rMoas�.AM�tr� wwr�etrud�+e�t�,+oom - W � @ each flange. � �� max. during constructian may be rea;d. dJ Q d o u �',' o'� � Where bracing terminates ��.'fl��,���, � � �. i 5tud K at built-up jamb r�r past, ���°"�����`�� � �i j -X x „ � � '. x '�� X..��-�;-�-,�. � 5ee detail sheet � M Min. 18 ga runner track 5-112" x 20 `� �� �' t�- �- . .• ,, • .� • ga. strappin9 �"Yp .1amb stud extend channel into punch-aut. � �r • . <: . .. .• : � �"x20 ga stiff�ner at each for size � s acin '�� g �_ �� „ u � �.��� '�,_. �`" t- � � � � 5ee sections for solid blocicin C� 10 0 o.c. on top � battom af jaists, ar post use 2 x2 x1G� gauge clip angte �r y! ,� ; � �1 cS� _..�___v___________________ �i ^� joist fasteners �� t�` o, max, make runner track 8" 5 n t 3 G�'c` . C( trapping ta start, end, 1-1f4 tess than stud iuidth. �� �,��, �`��� " l.t� � `� �i � ^ . . K� � 9� attach using (4)#IQ-16 screws. ��`�g � � � -� i► � ypd tanger than ,�aist inside � s tice at �olid blockin �' '� � - -- - _ ___ i i _ � , � .• spacing. cl�p fianges of k � � t�1 Cy cn � �- � - �. � , . : .7 track �4" f t�om eac h end. � f�, �'� � # � � cn � � . 4 • , .. A�.9 . bend track at ctipped fiang�s. 150u5C1-54 cold rolled channet. ,,� J.!-1 X - �Joi�t s - f� tL .._ (i)#1�-l�a screw . �, , .°' ..' . . „ � ;�� � � ee schedute � � � . � , � , , . Attach blac4�ing to (1-Il2 xl� gauge crc) �.�'�;� �,�,,, � = 'N �� @ each flan �. � , ` ' ` .•> �� . :••'► see sectians for spacing � � '� � � ' joists u�/(2)#10-I6 �,o - � w ' �� _i./I '.• `.;' , . , . •'' screws in each flange wo.�°� Q � (2) CS8 xi4 ga Gr 50 � � Provide double stud at n -.._�` a • as shou.m. �,a ..,£�° ? '� �tuds uiith � xl4�a tracks � �.a f.., ` �„ �, built up beam support 8ottom "("rack � . x� T s.�.� yp u�all �tud � c!3 cs �...,..•. . �,. top and laottom." Cannect _ � (I)#10-1�0 �...�.�..� '.� candition. studs and track iuith #10 Match stud �ixe � _� � screw in each scre�.us at 6" thickness U.N.Q. joi�t flange • .. � _ ��' �'J I CC� � ���, UC,� tC� _ �,;�:: �... � �,. �a�� i t a� � u o�� ��ta i l �,,�_,,���, \ �ra� � �c����c� ' ,,f�:.....�..:.. f � , x s � � p p � �n �� _ ,� � ����� �..� � . ..s.s. .,. : �...�. , x x � _ � .� .� � _ � � �.s� � ��� � � t✓� � Use (8)#1D--I� screu� � <C, � � on each aide of blocking. � . , . . . . . � . . . . � . .. . . . . ,J.`,,. . . . . �.:,r:, . � � . .�� u �ux2°xl� gauge ctip angle � � �'r�' yp. �loar oists i1�4 tess than stud u�idth. attach �"'�IG �C?�"if'1�';Ct1C)i'`1 � 7" j using (4)#10-16 screws. � place ctip angte at each stud. � '� � Jamb, size and Brid in recbmmendations Q � gage as reqy�ired �" Q Full height jamb studs. x 5 ans � Rou�s re ired Typ. lateral bracing splice use: � : UP T� 14 Qne row @ mid-s an (I}12" long crc inverted avc�r � � i4' TU 2d' �"wo rows @ third points , center �f splice u�l(3)#1D-1(o „�' � Cope flange� and connect 2Q" TO 26' Three rou�s @ arter aints �creu�s on each side of sptice. � u11 screua� on each side �," Long section of stud � � of jat°nb a� req�ired attached ta jamb � �. Gripple 5tuds , . , ua/(�4)#10-1� SGREWS. x � + �i � � )t �7 I C C� � .....�C? I �� ��l �7 I G C# � � I � I ._.i � (�}#�0-�6 sCreu� � � �Yp. each flange � �.. 1Z.U, * * � x : �.....CC���.�'''`C� �. � � C.�� � I �'"1 ISga. Min. track � � � I � L.�1 � I I :J I- � � � � header connection: ,� x 2 #1D-I(a (� + screuls C� I�'�a:c. � �.J � � � � � � ,..�� � � ... � � ,��. ,.°#r. ', v. � * .... Cap apening �ide �f jamb � f ��"'°s�' ``' • �.. � �,. K � �. u�ltrack attached ` `'� , { .., - �"x18 -ga. track u,�!(1)#1Q-IC� scre�.0 � `� C� 1�"o.c. in each leg. Box�d header, sixe and gage as reqs.iired � i,/ x �y'���2 �xtend stud for uaalt see plan . X x \� x Q��,,v _ ��r � c c� � ��a d�e� ��,��������� �tud�. ,, �. � � . see sections and nates ��2 J ,r^y�-yy-� �}- �yy�-� .... tJ 1 I i 1�� l.► ( V i I for size Glip angle � �ee sectiot�s and � _ . _ nat,es for sixe W 14 gauge bent plate _ � 5ee Arch. Q _ �V � �a1 �---��ade� : � ° _ ! � L ��nxl�ux�"xcan't Nc�te: This cannection Stud� @ 2r-�u a.c; see schedule y�-�yyr�p� -}- ` �yy�-� 14 gauge bent ptate � must be within 1" af .x• .x_�..�.;_� „x ��I ! I I L.r� tr � V I I 5�e Arch. �. framin '` �--`'-'-'�-� �` �". "• � 3u light ureight concrete slab � � � ----____` �_� ,� . . . g' � --_�_____v______ ' ' �__-----____ .... . . i.uith 6x6 W1.4xWl.A� k.uu.rf ,���x18 ga. track �"" _ --- -- - --- - - - - on I" x 28 ga metal deck � `� ` —Length X�-.-�;�=...-,.,�;=.�--;x x-,--=.-x-� X.: 4'-0" TYp• ad u�idti� , . W hen tre W 1 `� 's a BX����S .L}I._,fll a , .�,��y.. '�{ .,.,,��}( .tx.,,, j� ,� ,,, _ ________ _ ___________ Verify u�l Arch. `� . . . ... ;� • . :� . � VJ '*,, � _ ____________________________ , use CS �'"X18 ga. ._ : .� `' ' ., . :,: . . � � � �� �`� ` _______________ ______-_ � � ` �` C5 :4°XIS ga: .. � X,=�--.-M•=-�....�_x.,_.--x : .z,x,�--x° x.: t � .. . - . . , , � ``�`�� at each end of ----_____-- ------------ � _________________________ �� ` sedting and @ 8'-0" o.c.. _ - -- ---- -- - � ``�`,` A�tach at ends tuith 3'� light weight cancrete slab `� *� ('4) #10 scre�.us and to with 6x6 W1.4xWi.4 u��.uf � •. . ... .� ;,?� � .T,%�,;--x° , x� � �n X ^ '��.; , � �- Flc�ar joist 5chedule � ' n x 28 ga metai deck h ,. , h� _ ����� each intermediate stud � x-��` x.• : :; . �� .� „ , �:. � , , • fi __ ____________________---- , .. .. � Length Stud size rn � � • . �,, ,� � `���� �.uith (2) #14 screu.�s . 6'-0" CS6"x18 ga � cv _ ____________________________ r` . . . - � ``��` G� 4"xl8ga. stud _�. _____�.______�________ g,_a" CS6"x�4 ga Gr. 50 � �p ``�\ (4) #10 screu�s @ 2�-au � i � ti � x.-`—�-«' °M:•' ,?c . -�.--.-x^ x- -. ________ ___--__ �\�, �� � at each connection for �" ______________________' ____ 1 0'-0° C S S'x 1 4 g a G r. 5 0 4 x18 a. cont. � � - ; � � __ �,�`� blockin g fvr all u�alls joist spans �O -C? and less. . Q -------_--------------------- •�`'� tatler than 4�-0u Use (8) #14 screws for 12'-0 CS10'x14 a Gr. 50 V bracing �,`�� a11 s ans ton er than 5 at ev�ry other u.�al1 �,�`,, _ � � �_ u 14 -0 CS 12"x 14 ga Gr. 50 see 5tructural Wall ��`. � � Note: 7his connection ° ". °.�-�-'K . .� ,�,t-.�-x° x= �'� �, Elevation 55.? ��`�� must be u�ithin i" of - -v_____ _____ ________ �!` ; framing. ----- - ---- - - --- - fi , �� . . .. � � � � \ ` ir'" ,• x ---bi� X,—�—_ � �`\� /ri ,.�.i • :?� � X" x` � �`'t �\, �y,r�^�.�"�'� — -----...�,,....__.�_v_.� ,�..— ....._ . . — � .. � . . � f _ __________________ _________ Step� to be forrrred � � � _ tit �� �''� r'�f {"iCJ ���7�f�J C�.Q. St.lJt� i���4 ��"- �„�'�'' I 11 U1It�'1 �� C,�Gi.- �7�Cl�E.' z .�. C� 2 -0 for all studs �� j �`♦ '"f ''r �'ZI.,,()tl Qt1G� 5�`tOf"t�t". �. .. X�.._._,�, ..x;.'; �,r-�-�--x^ x» ~ ��� �.,.� �^,.� % 5L?�' �tf'"G�'1. � V � � � �` �,. .r a W Q �. . , " . � • �� � . . ✓ /�,s � _.�...._........� o.,.�. �...�....— —_, ,,. a , .. .. _ _ J , . C� . . �--� � `,�� . �' 4 #IQ scre�us G5 6!'xl4 ga @ ��_C3'r for _ _______ _ ____________;�____ w �\;`\� �r fr . {� ) all studs talier than 12�_On I� gauge bent plate �� W � . at each end �e� Arch. � . r � '�� � Note: Cannection point f� .� Q ti ♦ �..' ,�,i ` x-�--�-x'`_......_..z�'—+--15 .' x,F-.^^x—=--,-+—x' � �� must be uiithin I'� of .� ,-' Q < x '��`� runner track locatian. f'f,,�'� _____J`�___ __ __ __ - -- � . . _ _ _ . . , � � �,,,'' �,. _ __--- __.___..____...__.__._..._____ W �, �\ f� �� — � TYp l�lall Gravity Loads �\�;1 y �����,,,r Wail �ravit Laads .....,.��. � � 1�C}ptf L >>�� ��• .:• ' 4nx18 ga. track TYf� y , :� ; �.-�--�--«'. ,:,�,.:, x ,, •z �.x,>--,-;x � � ` ' ' 160p1f L �� 240p1� L�' �� ,, ���,. -� _ y_________�_____________ __ ° � �, 2�Oplf L " . � .. , � . . . � , � � ..� , � . . .. . . � . � . . . � . � � � .. . � .. . . � . . �. . . . . . . . . . .� 4 � � '. . -. . ,� . � ♦. .. . � .. � . . _ . . .` . . , . . . .. � . � � � . .. � . � � . - � . . . �. . ; �Y �' � Gc� 1 ����� ��:��, � c�r� � ��o u � ��,c�d i u� ���t, i� —' � � � � �,a��-��_a,� l �t �` l � C� > i. Structural dr�a�.uir�gs do nQt shoiu plan lc�cations for �tadium seating. ����YI I� �L...����Y[������ 2. 5ee Architectural drau�ings for stadium seating-dimensiaris. : V��L��V� � � a . ��r� � n �tJ�'l�Cl �t�rl+�S, ��, �� �uwtd L�eds Pd t'�►�!C'jtsc,�foos4 Arb�rn� www�h+ucF+ag��sam �J C� q . ��,.���.�� � .� `,? �"��° ��r�,�� � � �. ��;��� �p;;ti,��. � � 0 :,�. �� � lT � ,� <..°.,�.����°�:�' � � � : '�! � >.Y � � CS �,,�,�,{ r` ; 7.!`� � 't� ����""�'s �`" ;�: C�} (� .� � �` i`�) C� �ra �. . ��;�' # # � ���j,�� _T � C� ��`�tr � � � �.! �.,.� � �. ,� � o � w : � � 14 gauge �la�.e W 5ee Arch. �"" ,..,.. �' � � : ' j "� t!� ��.r� iY� x . , x ' �, x �t' x x--�--=r�—a-.x' ; x , x ' �t x , x ' x x ' x x.-�-�-x 'x x- -nc , z , 'x. � x • x' x , �----x--.--x x x x;a•x �s x x, x.��r--x x x ,x-+=- x , x x x, �----x x�x , x • x x , x . x x x--s--,y-----�+c-ti-=-x.�x �' x-� � k-.--x-�A--x x-�--ti-x-�-- . • . a a �- .. • , . • , . , . � � :.� a ,. •• � • +r d • . d . d • e , e , .�a a v . . �. . �a 8' d �� d r � � � � � � • -- ' � . � � � �� �.1 I.� I # 1'� � � � � � � � �.I 1.1 �;� I.� � � � w'✓ � �, i i t � � GS4"xM8 ga. stud Varies � � �"-0n attached �,u/ (4) #ID scre�.us �#"x18 ga. track Attach stud to track ��_��� 2'_4"' T"(ax. W � u�ith #10 screu� ns � fs ar next ad,jacect at each end aF stud. Attach attacf�ed ta existing (�) �u Nitti X-DN(, � � stud grec(ter than wJ (2,� #10 screws at each stab �:uith 1" Nilti X-DNf, or ec�iv F'AF's @ 6" o.c. O �'_0", u�hichever is less. interiar stud or eqy�iv PAF's at each diagonat. � � _ at 12" o.c. �..r� C3 � � � 1 C C� � �.....CJ UJ :'. �f��/C�� ! �`J t''"1 3,��,�,��Q» � � 1. 5tructural drau�ings do not sha�.0 plan loca�ians for stadium �eating. 2. 5ee Architecturat drau.rings for stadium seating dimensians. � . _ J "� . 1�4 gauge ptate �"' 5ee Arch. � � ' � , � � x-;-�-x ' x x---.-�-----x , x x—,e;9c �c x--�--�x x , x�' x x x�--;-x=•�=x °ri-.-x , z�--=:rx • � x--.-ae--x-,-x� x x-u--;5c .x k-�-:-x x , x=-.-,ec�=a 'x x ,x�ax, x z-a�-x , ,, x . ' x, .x 'x ;x, x'r--x °x �c,---.ka--z x x , x' x• x-.--x. x , x,r--x�x x , x x . x' x � r . . 4 � . � . . . .. � d d, . '�� : . . . tl . . . d d . . � �.. d ,d 'g .4` .'r " . ,. � . . Q � . .. � � . . . . . . . . , . . . . . . � � - . ' -. . . . . . � � . ._ . � � . . . . . - . . . � . � . � � � . . � . � � � � , � � � . . � � � � . .� � � � . . . �/ . � ' �� �) �• `� � V-braci see Structural s tion 5501 (� W Cl"� V-braci se.e 5tructural ction 5501 �.. f i �•,� ..� �.. .'i E _ C3') a c�! V-bracing � � �ee sectian s- I I � � o .., �. .., r.� V-bra i g see section �::� �.. ..i �.. O 4, .i _ : �+ �.I � x Q C�' W O varies �--- X � ��_a�� . Attach stud td track 4nXi8 ga. track G56"xi8ga. and double 2'-Q" 2'_C1u Max. � � or n�xt. adjacect u,�ith #10 screw ns � fs attached to existinc� studs as req,'d �� " stud greater than C54"x18 gca: stud stab u�ith 1" Nilti X-DNI, at tras� recepticle. W 6'-Q°, uahichever i� tess. : attached w! (4) #Ia 5crew� or eqyiv PAF�s (G,) i° Milti X-DNI � at ea�h end of stud. Attach at 12" o.c. Nots, diagonals must continue to floor or eqyiv PAF's @ f�" o.c. � °' uat (2) #I� screws at each and cannect to track and vertical stud at each diagot�al. o interior stud at the intersecton of vertical and track. � � � � . �� � � I C C� �. � I �'1 �� �. �'.�f C�� I Of'''1 �,����i�_a�� � � � � � � . � . � . . . . . . � � - � - � . � . . � , � � � . �� 4 � . . 1. Structural drau.�ings do nat shou� ptan tocations for stadium �eating. ,,,�+ 2. See Architectural clrau�ings for stadium seating dimensions. A`�"`' �....� � � _ �r > �����'� ��+1..7V�������V� _ �'"'� fj(� ++"�� V�~���V'7 ��.�1.r1 ;�. �`��"��" INTERIOR DESIt3iN CQNSULTANT .�w.� ��.._.. L 1 � � �� � � � 83�_�„ ...._v��,......_... �F3��� 4�_4�� 31'-1° 36�_2�� .��.....v...�.., � A .�...._ _.�. � R � N � T E C T S � � .M.�....... � _ q,. ' M � ~ � �TOQ h7 Bissayne B'svd.:2)�keF( ( t 305.372.522i: �e in;o�3syscovtch cam � .^ Q Mi�Srn;.FL:'S:s32.z3oh { 6�S45,S77,S52i wwww.systovi�n.corr. � �� � .. ,.. 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