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� 12�� fi Ci�� LEGE�fD T.Q.1.= T�P OF lSLAh�lD t3.B.P.= BOTTCi� 0� E3ASE PL�TE i.(7.F.= TOP OF F�J£�TI�G H.D.= HIGH DRIVE L.D.= �t��C QRIVE a M � RE�ERENCE ---= "" F04TING DET,41L �—� — �—� F.L/.i . i �C��,tT��1 ��`T`1t�3� �F �'C��' ��° I��, �.���F� T� F°t�t�TIAt� �-1 �.a.�. _ `�.t�.�` _ �-� �.l�.P. = T.4.F = ��- 3 �.�.P, = T.O.F = �—� �.�.�. = T.a.� _ �-� �.�.P. = T.O.f� _ �-� �.E3.P. = 1'.Q.F = �-`7 �.�,P. - `�.O.F = �-� �.�.P. = T.O.F = ��'_a�,. � l�E'T�.IL �°1 ]3E'T��L ��S � ' � <<L-1 � � � 125'-�•, {FASCIA} :��LT �.TI� ���.� At t nta.t`��vAi t�l� tv�lnr�� s�n� aR� GIVEN 'f0 CL OF CC?L.UMN ANC�1i�� BOLT (�UT TfG�iTENING �'�C7C�DU��: ��T AND PLUM6 Tt1E COLUMN, P��' AISC �f��GTIC7N PRQVISErJNS, WlTti i�DUBL� 1VUT5 (�JN Tt1E R�QUIRED �IUM�E� Q� ANCl10R F�OLTS. T11E BQ�Tt�M NUT �f1RLL f1AV� A FLAT WASt�fEk� BETWEEN Tk1E BC?I�TC�M C7F �ASEPLRT� A��ID i"�iE TC�P C�F Tk1E NUT, TI1E TC>P NUT �NALL t�AVE A WA511ER B�TW�EN Tt1E TC7P Q� LA��PLRTE RNt� Tl1� BC�7TC?M O� T11E NUT. A��R Tf1� GC��UMN €S 5ET RN� PLUM�, TiGt-iTEN T�f� TCJF' NUT TO A SNUG TIGt1T CQNQITICQN WITFt TOP OF Tti� BA�EPI.ATE (FULL ��FOI�T C�F A MAI� ON �i V�II��NCt1}. ; TC}P E�UT �c W�4SNER �f � �, �, `-BC3TTOt� �4UT & UdASHER � �' � � � � � � � �i � �:� ,r � � �� =_ � e .� �: � � 1.} PRC�VIDE A DRiVE ACCESSf��E AREA TO WITNI(� i5,_0" �R�� �HE EDGE OF C�,i�OPY FASCfA i�l ORDE(� TQ U�l�OAD M,�TERIALS AND PERFt7RP� �4RK. 2.) F{L� A�� OPEN TANK HaLES AND TRENCHES �lfTH1N 15'-0" FRO� THE EDGE QF C,�NO�'Y FASCIA FRQ� THE TI�E TH�4T THE STRUGTURE AftRItIES AND U�TI� ERECTIO(� IS CQMPLETE. 3.) THE JCiB S1TE �UST �E GRAQE� LEVE� �VITH i�0 S�ELLS, DITCHES, OR TC}PC}GR�PHECA� IRREGULA6�iT1ES V�IiHIN 15'_019 FFZO� THE EDGE QF CAf�DPY FASCIO�. �k�iY COfVCf�ETE PQUl�EC� PRIOR TQ �9cGEE'S ,�RRivAL �uST HAVE HAC� P,�PLE i1�E TO cURE AND �E RB�E TO SUPPC}RT TNE �EIGHT OF �cGEE'S TRAiLERS ANC} GR�INES. �-.} -r�E ,�oe s►�rE �us�r �� ��� ��ou��a �a� ��c�E's ���ic��s ��� ���sa�v��� �a PER�QRM �ORK. I� i�ECESSARY TNE GEI�ERAL CQNTRACTC�R SNOULD �AY �R,4VEL iN EXCESSIVELY �UDDY AREt�S Tt} ENSURE P,DEQUATE �OR�C COi�DiTIO�S. 5.} P(�URED C4�ICRETE PAVf�G U�1DER TNE CA(�OPY TQ BE EXCLIJSlVELY �4R �/OR64 SPl�CE ,��1D STORA�E �F �ATERlALS. 6.} R�MC}VE A�L t}VERNE�D t7�STRUGTiO�lS. �.} FC}R�, SET, A�ID POUR F(�U�1D,�Ti�NS PER �cGEE'S SIiE SPECI�iC AFPROVED FOU�IDP,TiC}�# PL�(V. ALL FOR�S SHALL BE RE�{�VED PRICiR TQ �cGEE'S ARRIVAL ALL THREAQS �HALL �E �REE FROM DEBRIS A�dD QUST AND SHA�L BE P,CCESSIBLE. �.} ii�STALL. ALL AI�CHOR BOLTS �l% �iUTS. SET AT PRC7PER E�EVATIai�S �ITH +�$l./ �VItJt\� �t �/'��V � j�9P �t.I���iiGV�.J�. 9.} PRaVIDE TEt�PCIR��Y PC3I�/ER SOURGE {11� UC}LTS) �ITHfi� �OC� FEET OF THE STRUCTURE FOR It�STA�.LERS USE. 10.} aBTA1N A�L REQUIRED PERf�(TS FRQ� LC}CA� AIJTHORiTIES AND �RRA�[GE AL� LQCAL iNSPECTiOf�S. 11.} VERIFY A�L EX#STfNG CONDITIONS AND DIMENSiONS. ANY DEVfAT10f�S FF20�i THESE DRAV�I�GS DUE TCi FIELD CaNDiTiQNS SHA�� BE �R4UGHT TO TNE ATTEi�lTI�I� OF TNE ��o,��cT E�v��r�E�� �a� �c�QiF�c��r►oras. �1�lAL StAB DESIGN BY {3THEfiS � , % � _._.�`�% _ T — _ _ � - ___._. � ��`_�ar, 1'_�,r 2A3 �OY �PO � � TYP. � _ � -{-� � -i--- s"� �a��—� � � —_. � �r�r�� \ «� -{- :: �' '. C� {4)-1 3 f 4"� HO�ES (us� � �/�"��s" �or�c ,a.s.} �� �—�/�" � �a., � 7,_8'. ��. 1 Qx10 t�� Y S P � �� � �f ��.. �.... �. M � r" i �t =, I 4� � � � ��, ��, [ , :�, i' �,, � � , . � �i� �;, i � � � i �; � �, � ; ra. : �': i i � ,z. �� �; ; � A. � ���,� ,! ' e �4PPROVED AS SUB�iiTTED APPR4VED VUi�H �QTED CH�4NGES APPRaVED AS SUBP�ITTED APPRt�VEd �'!TH N�}TED CHA�IGES APPR4VED AS SU��ITTED APPRt}VED �/ITH f�OTEQ GHA(�GE� NU�BER ,�PPEZOVED �S SUBMiTTED ��kYC7UT APPR4V�Q AS SUBMITTEa APPROVED N/ITH f�OTED CHANGES APPR4VED �S SUB�iTTED APPROVED �iTN �ICITED CHfi,�GES (�Ul�BER APPROVED AS SU�t�ITTED LAYQUT APPRQVED AS S(JBMlTTEE� APPR�?V€D UVITH NOTED CNA�iGES E�EV�TfON FORI�S FOR�ARDED TQ GEf�ERAL G�NTRACTOR APPRC?UED BY: DATE: NQTE: SIG(�E� SALES ORDER, APPRUVAL QRA�►N�S, R�E[� A CQi�PLETED ELEV�TIC}(� �C}R�S MUST �E RECEIVED AT LEAST 3�EEKS PRIOR TQ DE�IVERY C7F ,�NY GA�I(�PY �3ATER3ALS, RE�UESTED aELlVERY D�ITE; 28" x 28" {4�} 1 1 J4"� HEAOED A�tCHQR BCJ�TS �URNISHEL? BY McGEE C�RPORATfON AND 1NSTA�LED BY G.C. SEE AI�CHt�R 80LT iVUT TIGHTENING PRQC�Di1RE kYHEiV SETTlIVG C�3f�U(�N '� ,�11 I� %.%.�`�,�i\� f�,�%��`i; �iA ,: 1 � � �,/� t? W t �� f�t tt3 � _ � C3 � ,-. � �.. CONCREI'E F(30TING—_ ti "r�� � c.i wlITH STEEL REiN�ORCif�G � ,�. 1 t:� (8Y G.G.) � t� � � �� ,.�; t�OTE: COt�CR�TE FOR FOU�fDAiiUP�S SHAL� BE PQURELi �tJNll�lUaUSLY CREA?iNG A �C}t�OL(TNIC FOQ71hlG. COPISTRUGTff�iV JOIf�TS ARE NOT PERMITTED. G4�U�N wf �—�/�" -r��c� sas� ��a�r� WSTALLED BY McGEE CC}RPORATION P4UR CONGRETE S�AB DOWN TQ TOP t�� F�C3TING SEE GE�1EftR� �c��� �� .�� _ � � ,,%,� \,�, n � � ;�f �,�/�`% � m ; �!\�/_�\`�%. i � � \ 3� CLR.�_ c��. j EQUAL ' �QUAL 5'-Q' SQ. ����� �� REV. tit /22/Q3 �E� EI�A� � Q�E� 1} CANOPY F€}UN#3Ai10N (NSTALl.,4TIC3t� 10} B4�TS SNAL� BE HiGH STRENGT1-f CC?N�QR�l�IG TU ,�ST� CQNTRACTQR SHAt�L DETER�INE iNHICH FINISHED GRADE P,325-N. Bt��TS SHALL BE TiGHTE�lEQ T� THE "SNUG-TIGHT ELEV,4TION AT EACH CA€�OPY CQI�UMN IS TNE LC�VVEST AND CON[}IT{C1N'� PER AlSC A3�D RGSC SPECiFICATiONS. TNE ESTAB�iSN ALL �t�U�iDATi��! LOCATICtNS iN RELATIC�N TO TNAT "SNUG-TIGNT �ONDiTION" iS I�EFINEC� AS THE TIGHTN�SS ELEVATiON. C�NTRACTOR (�UST VERI�Y FUEL C4JNTAlNMENT I} BQX SIZE AND LC?CATi�N TO E�JSURE FOUNDATiC}N C}OES NQT ftEQU1REa �Q BRING ZHE COhINECTECi PLIES 1NT0 FiRM I�ITERFERE �/ITH B�X I�1STAi.L.ATIUN. TQP OF Ft}UIVD,41'f�1N CflNTACZ. ALL t�F TNE BC}LTS SH��� BE TIGNTENED SUFFlCIENTLY i0 PREVE�fT THE RE�t3VAL UF THE NL1TS t�EPTH MAY BE GRERTER THAT BUT �14T LESS THAN 12" U�IITNQUT THE USE OF A VVRENCH. BE�OW TNE PREVIaUS�Y DETERMINED t_C3WEST �INISNED GRA€�E 11} ERECTft�N Q� STEEL STRUCTURE SHALL BE PER�4R�hED PER E�EV,4TIC}N ALL AMERiCAi� INSTITl�7E C}F STEEL CONSTRUCTl�iV (A(SC� 2} �11N1�1Ui� REQl11RE[� SQ1L BEARiNG PRESSURE aF �,5Ci0 F'SF ERECTICiN PRQVIS(ONS. � SHAL� BE PR4VIDED BY THE OWNER. 12) STRUCTURA� RND M4SCEL�t1NE0US ST���. SUBJECTED 1 C;7 ' 3} �4U�dDATiONS (WNEftE SNt�WN) HAVE BEEN S{ZED FQR GIVEN EXTERIDR EAPC�SUF�E NRS BEE�I P(�fM�� t�C;�1TLL) t�N�''t. Fi�LL : LOADS AND AL���NASLE SU{L PRESSUF;E. THEIR �ESlGN -�OIJCN-UP, FI�iIS!-! PAINTiI�lG ANa ��iik4 [E('�iANC:E Rit� if,� ASSUf�ES TNAT THERE ARE NQ BURIED TANKS C�R C7TNER R�SE�Ci�lSlBiLITY C�F �-HE OWNER. IVEARBY OBSTRUCTIOi�S THAT W`�ULI� f�E DETRIMENTAL Tt� i 3} �}GNT GAl.JGE CCi�D FORI�ED SHAPES SHi�LL C;t�x�1FC�R"Ns TO �STi� , THEIF2 PRC}PER FUNCTION. TNE E�IGINEER QF RE�C?RD SN�LL 8E q653 AN€� ASTM C-955. ALL MEMBER� SHALL BE 1=0Ri�ED NOTI�IED PRIOR TC} GC3NSTRUCTiON C}F F�3UNC}ATICI(�S FC}R TNE FRQ(� t�ATERiAL �-fAViNG A 50 KSI i�1NIMU� YIELD STRENGTH. RESt�LUT(QN OF A►�Y CONFLiCT. �/HERE A�OUNDATICiN �ETAiL � 4� �-�ftUCTURAL QESfGN CRtTERiA: 1S N�}T S�(OWN, R�cGEE CORP4RATI4(� ,4f�D THEiR ENGINEERS TAKE �it� RESPOi�S181LITY Ft�R THE F(�U�l[7AT1QN DE5{GN. Governing Godes = 18C 2Q12 W/ 2t114 INI?IANR AP�END�1Ei�TS 4) A3(}7 ANCHOR BU�TS & V+140D TEMPLATES SHfiL� BE AND ASCE 7-1fl FUR€�iSNEG BY MeGEE C4RP. Raof E.ive �oad = 2(3 PSF 5� �tLL CnNCRETE INORK SHAL� BE PER�QR�IE€� IN AGC�RDA�lCE Roof Snaw Load = 35 PSF (�iat Roof � Driftic-�g} f �tiTH A�ERICR�i CQNGRETE IN�TITUTE {�C!): Roof Snow Desigr�: ; „BUiLDlNG CUDE REt�U1REh�ENTS FaR RElNFORCED Ground Sr�c�w Laad-Pg = 2C} PSF ; F1at roof Snaw Lac€d-Pf = 16.8 PS�' C�NCRETE" (ACl 318-i1) Exp�sure Factor-Ce = 1.(� ,•SPE�IFiCAT10NS �OR STRUCTUR�L CONCRETE" Impartance Faetor-1 = 1.0 (ACI 301-OS} Thermai Faetor-Ct = 1.2 „N01� tiNEATHER CQiVCRETfIVG" UVind Design: (ACi 3Q5R-1Q) Risk Category - I1 „C4�D UVE�THER CONCRETING" Ultimate aesign Wind Speed - Vult = 115 �PN (ACI 306R-1t?} Nominaf Dess'gn �dind Speed - Vasd = 89 rt�PH 6) ALL CONCRETE SHAL� H�VE A�iN1MU�r GONIPRES�iVE Exposure Category ->,B,> STRENGTH AT 28 �RYS Q� 340t� PSI A1�L? A�INIMU�i UNl7 InterncrM Pressure Caefficient -�Cpi = O.00} ( NIEIGHT dF 145 PCF. REINFORCiNG STEEL SHA�L BE NEW Ear t hqua ke Design: si���T s�r��� ���a���� eA�s co��a����� To as�r� ��� �� ���� c�t����-y —�i ; GRADE 6C}. impar tance Fac tor - I= 1. 0 � 7) NUN-Sf-iRINK GRCIUT SHA�� CC}N�ORt� TO AST� C1107, STANE�ARD �ite �la�s - D Spectra! Response Caefficients - SPEGIFICATIOfV �OR PACKAGED QRY, NY()RAU�MG CENIENT GR�UT ; Nt�NSNRiNK . GROUT SHAL� HP,VE A P�(Nl�1UhA 28-DAY CC?NiPRESSfVE Ss = Q.146 g �cs = 1.6C} Sds = Q.156 g � � } Si = t}.081 g Fv = 2.4U Sd1 = 0.130 g STi�ENGTN 0� �000 PSi WHEN TESTED ���QRDI�IG TG �ST�i C109> Seismic Design Category - B STANC?ARa TEST METNUD OF HYDRAULIC CEMENT t�ORTARS. GRC}UT 8osie Seismic - Fore� -- Resisting Systern -- SNALL fJOT CC1NTRiN GALCIU�A CH�ORIDE dR INTENTIt}NALLY ADCiED Steel Ordinar5� Can�ileue� C;u#urrir� Syst�rr� GHLORIDES. GROUT SHAL� BE PI.�,CEt� PER �ANUFACTURER'S Response tviodification Co�ffic i�E�t -- R= 1 i,'''4 ftEGC}�i4�ENQAi10NS. Systerrf C3v�rstr�r�g�t� €=�cCc�r -�`2� =�z 1 j�+ �) STRIJCTURAL STEEL SHA�L CQNFQR� TO (7�flectiorl �r�p4ification Fc�ct�r - ��i = l i;�`� Wide Flange Beams--ASTM A992, Gracis 50, Fy = 5a KSI Analysis - Equivalent l.oteer�l Forc� Pr���c�ure ' Ang►e and �honne! -AS7� A36, Fy = 36 KSI i'late - P,ST�9 A36, Fy = 36 KS! Seismic ftesponse Caefficient (Cs} = 0.125 HSS - AST�9 A500 SH,4PE�, Grade B, �y = 46 KSI Seismic Base Shear (V} = 7.t3i{ �ST� A5C}0 R4UND, Grade B, Fy = 42 KSk �} ��� vv��.aEc� cor�r��c�r�c��s s��,�� �� �a�� �� A�cc���A�c� �11TH LATEST A,�1S SPECIFMC�TI(�NS, USIf�G E70XX ELECTRQ(�ES. � ALI. VVEL�lNG SH�,�L BE PERF�}Ri�E� BY �N AWS CERTIFIED WEL.DER. ��. LL����11 �'CJ��� .��°s ���� ���� �� ��� C�ATE �� � '��� #��VISiQNS E3�` � � �����a� ���in����n� ������� Qw�. �i�r�� Telephone (744) �93-3731 '7211 I�idwelly Lane Facsimiie {704} ��2-3263 Matthews, NC 281a4 r�ec�� aoe No.: 5� � 15 M�cEE QR.aw�rac �a.: �05� 915 . PROJECi . — __ -._ — � � LOGATI�,�N ��i�� C�iV�7`Rl1CTlt}P� CC�. "� d� if4°( @ i iTJ�� �� 65: �f`d196'�V !�il�� d'1b�! lh �� , �^. P� g��p� g p�p �} R�3( ^� 6�[ t.� ` _ r ���> 0.iYlCi7Pt#�@..� fS� �i t�1�4AY� H Qltl� - K• d � � � � � � 1 aw��� ����� E�,���, ��c. '� � 261 KAPPA C3RIVE �.. ., _ ` _. _ � � � � �1� f��1 � ���r-�s�u���, �R 1 �z�s ;� ���� �� � � g� � ���� � I����� ����� ���II ��� . , � .�� �f� ,� ��� . � � � . I� �, �� �� � . .. � _ � � � 1 ,_ .. .� �-� �� �.� , �,. �� � _ � � �il �r ��� § ^ ' � � t'{ � �r_'; i _ i p ' ° � �.� ..� � �,�,�_�_ � E -, � m i ? ''<s �� � ���°, a* irR i�4 �!� � � i:�: �r8 � �'� � q�, .. � ` ,�� . ���} �1 �1����� 12701 EasC Irrdependence Bivd. P.t�. Box t375 Matthews, NC 28106-1375 Phone: 704} 882-1500 Watts: ��Q�} 526-5589