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HomeMy WebLinkAbout10.3-108i[ioao STRUCTURAL ENGINEER WARREN A. MINNER AND ASSOCIATES ELECTRICAL ENGINEER CORNELIUS ENGINEERING INC. ARCHITECT THOMAS JANNINO DESIGN ASSOCIATES APPROVED BY THE BAKERSFIELD CITY COUNCIL 1.3 - 9 CAROL WILLIAMS — CITY CLERK DATE APPROVAL RECOMMENDED E GAR . SCHULZ — PUBLIC WORK DIRECTOR DATE CITY OF BAKERSFIELD DEVELOPMENT SERVICES BUILDING 14 0 f/A iq 17TH STREET AND CHESTER AVENUE (NORTHWEST CORNER) V '. �L,WT 14Z a. 863 ALf � c Exp. e atte 12 -31 -96 SHEET INDEX No. TITLE T TITLE SHEET A -1 ELEVATOR #1 - NEW SHAFT PLANS A -2 ELEVATOR #2 - REHAB SHAFT PLANS A -3 FIRST FLOOR PLAN A -4 SECOND FLOOR PLAN A -5 THIRD FLOOR PLAN & BASEMENT PLAN 1 ELEVATOR #1 - NEW SHAFT PLANS 2 GENERAL NOTES AND TYPICAL DETAILS 3 ELEVATOR #1 - NEW SHAFT DETAILS 4 ELEVATOR #2 - REHAB SHAFT PLANS 5 ELEVATOR #2 - REHAB SHAFT DETAILS E -1 ELECTRICAL PLAN f - - 127896 CcN 411 x I�C�.STCEi.. 1efUn5 GV laIll ac.- -,L+ -71. Oil @ HEAa - A• 1 •LAYER of s/�11 F - - - -- - 4 _ _ 0YI° i iFZC) � E - - i 4119 Ye�f�l° - _ = ILL �ulL7 uP ca�MFU _- sTups C� _Ird 0. C. 1.► @ Irdl� C` '' ! t,E�l..�.Iirr� - -- �Le�r tri: - 1EZIa1?/E -- - -- - �I11X lCv C .._STL. ✓ILL.,4�aElrll'..�Y - - _ - _ -- - - - ?EEL M.CK -- - _ �• tJ ?O TR�GK _= GEM I`L�AR - - - -- - _ NIAI(4 1F�Ik3LE . X11 ct#XKt:/I I L> - WI M - L[iE cF' CIA 11.ry 7 ELEVATOR HEAD -t --LA of r�p�1 1YFE lk -oy' -. - - 41 x lm c 4 _ erL. _ °mim Is [an o.0 / MTL�.Tt-IER CAULKIda - ?YP -- awl, ill CIm l l 5 ELEVATOR JAMBS - F +I 00 d- E1 --if' R 00 GONTt�CLS - r PANELS o 0 CADrlg �I - ELEVATOR CAB FYI° Mo. 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(NSUL. � f 6,A. 6_L _PLA,500F _ - - - F, urcomm -- 24 �..G.1.__Ft�t�t� _ - - 9I,8II - - rzo 7o4.cFWALL P.�IZp T � = 3x4 wG>✓b NAILER I�l-r�b _ - 1l/2i (�161t� INsuL -- - - -- - PD. J. TO OF WALL To 3211 a c �fl�L GF.0 ►i /2ff �I.1 == - ROOF PLAN 2 �'KPE'x' ;� Ii LQ�t= 1`CIE�IT - - -_ �J.(� X211 5 {, TL. I°IPE NItL + II 4_ X I�o�..fEEL_TRpcK _ _ -- . _.I -TT. NAII -ERTO -- W/ 117211 �(_ @ooECU PUFLRII�IC �'LA T /8_ -- -- - = I .MC�/E CE - - -- C EF-N CUPP f cEMEtJ7__ EIP.v3'f u W/ M�--• L: TF Q - - 7/411 G Iro o -c - CuRE p� 'O�,IG ii pier - - �`�fJ - _- �•Ilxto �[L- .:afUt75 @ (G110.C. _ �°` N : �. DECK ?O�M�•� _ - -- - i✓UILT UP -- �� it IN�JL � � .. - -- U5E Co X ICo EA. �CL1t�S G� 'T WALL - - - - - -- I C 11� F�CFII� I /4 SfL. NECK - PSH $ NLI'f 45POC. -- 24 c- Wit. 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I � t1� _STEED- r�.K- -- - • - - - _ CAA I 86,4 C 4L�J Q — - - -- -i'� E�ETb To 1�12�CF�AN - - c> E r -1EC I Y � E > TE v16 X uR T SAM - _ - -_ -- = - - -- .. ....... . - c - -- _ - E��IA - _ REMdJE � I-- ' 4 ullt •• ••• •• • \� • 1- 1/2" L6 ELEVATOR PENTHOUSE 1-1/2" 7 NEW ROOF TO EXISTING FASCIA/SOFFIT — . 1 -1/2 . _ • EL I � •N - - -- I°T i,ar�lll?e LEGEND: • oNE- R -r • N T° Cr Nt-w ceMEt.1T - -cam -WALLS - -- PL� R C�'fHig • 1 Xxpe F4c, _ wAL.L TO N -to Fns __. - - - -- -- - axonF19 c�FRoNT To �N - RAt= AIL t V mr- - -ffIN9 mccK w&u. ?o P�I�JFI 1Sfl c�x,u _ _ -.. _. A. I COL. FI JRI� RE�2UI�_ -_ klAf If7R?.IL : TO = TE _ - _ - - �4 li 6A.• �� STUB @ ICoI C.11Y/ _I • LA`fER - -- - - - I FC IWA IIhIC� READ EV. ALL •T CE tc �'� -IY� - w'811 Tym lac, e%'r 15FRm @ FAC}i aE -FF�CM - -� - -_ FIFI. FLR�.TO�7fRGU�cTUt�E A.1z_ CNE. �f 8 t - LA`fEi� CF . x'811 "IYPE fXi i •L,�F�71 �I F Gr(- PRt� @ELF! r FD. 3 TD �E OF WALL- - - 6YI° C� -f H 15 Ex-r 51 t�E EL PIT To RC.�F sTR 511 TD % E of e iA - WN -L A � �. -- - - -- - - -= INSULA'iE w�l.l, w/4 �K�F����.� �+TT - - - -- - - -_ - uMlb iMl.. THIR® FLOOR I/4" - -�� - -NEW CI1E I�OIJR WALL' 4u x Igo EA STL. S ?UI�S _ NOrfE:TN1 F Ei.EV. NAt..L Cp�L.L �Lli`f 1NILL f p11 MATIC�L -L IC(S�FSLEI� E L.C,nR �( -C loll O.C. W/ 811 TYI°E'X' 6 P 13RI� F. cH - - - - - -_ - -- A "TIME CL CK IMl ELF/ P1pc 1N RG (AS PER GNNER HEquL�. T = — -= LJ7N - - - �112E- MRCM FI FL-9. To s fRuCfURE CIE Kam( 3WITCN aVER• RICE IN H -- IN5ILATE wAI.L� w/ 41 i*,. FIP. � ELC -�!. HALL cp.LL t3uTT �TAilaf l �R 'THIRb F wl:Z . J T'HIR� Ft-cvR ja AN ExTTr -Ki c R S�'ArtoN . eOU140 _caNhR I l,A"tlq,1 - - - - - - -- 1-Z-1 SIN'To FIRST FLOOR 1 II - 2 C� jt Ho1jK 0009 2.7 N. FRAME w/ 5%4u V001Z tS�G STORE T�• T 51ZE C2o 2 CJ�1 E !.I � M 14. PIKE RAMWQ A-1 - -- - A-] 7/81' C� 7 - I°l.•AS�ER . SECOND FLOOR THIRD FLOOR INTERIOR ELEVATIONS ELEVATOR HANOICAI°P- RtxrJlRp- MENT5: - ELEVfs? CoN -fROLS F3'J4EL. - _ _ _ I MAX. INN- I�Gff. FFF�h'I Flt. FLR. TO L.CNVE^51 t�Ll`f1oN �. . ALL.11L t�u7TN• FL•R.T41I' IN THEIR 5HALLE5T IaiMIol4, SFIALL b cR FLU51I. HALL qN -L Pe-AiT?o . �( _ ep T LL�T W411 �AU-t *rr Pm"-ICN21RA p OR I -c�•LL c- .At`I -f�N. ' - I ELEVp.'fOR ES CEl�I b�� �-7211 AI�JE Fihl..�t AT LEA'[ 4ALLE5 (�IMI KIgJ VISA F�E VoPiTY aF TiE L CALL trl1T ?ON. "eEa ANb MLLE cHNzAcTEFr-p oN NoISTw Y Tf�atJoe. PA%r, pJ41� BRAILLE FLGbt . DE N-7 CN NTH JAMIE CENTEREb A• f gp11 E F(N. FLR. • CNo�RAcTERs MALL AT LE,�-f 2�1 NI PERMANENTLY FIXEh -To_-.IAMes of NEW- ELEVATOR SHAFT PLANS ELEVATOR #1 - NEW SHAFT PLANS WARREN A MINNER Structural & Civil Engineers THOMAS JANNIN6 DESIGN ASSOCIATES 1716 OAK STREET, BAKERSFIELD, CALIFORNIA 93301 SPACE PLANNING& INTERIOR DESIGN PHONE (805) 324 -9724 FAX (805) 324 -3416 3040 19TH STREET (NUMBER S BAKERSFIELD, CALIFORNIA 93301 805.322.1299 CITY OF BAKERSFIELD DEVELOPMENT SERVICES BLDG NEW ELEVATORS - 1715 CHESTER AVENUE BAKERSFIELD, CA 93301 JOB NO. 93 -005 DATE 04 -02 -93 SHEET DRAWN J APPROVED _ A -1 CHECKED TJ--- S.E.863 OF 5 ■ 6 7 - >?�xIILTT uP CON190. - - -� Iro Gp.• C� i. �t- PF�-III� _ III RICIh lNSLII.aTid�l _ -_. _. _ -- - 3x4 YJo.,JLC -R T 3211 0. C. -- - __- [�McatE CEO fits -- CoUEWIJ� 'Fft'E'x10YF P�RQ cy =•'41 c 6 *l'aC. To Lci�� - - _ X4,NI1 MTL. FuP424 - �t.11 • UP I I- IJEI.� ., - q RG Fill &� � vL _ PeRNR CIE=) II II - YERIP'( EXISTENCE - � o ATcH CE) r -,�gll CEO CDi�^. MCCK WALL @ E, STI,JI ELEVATOR ROOF VENT I-I/2" 2 NEW ROOF TO EXISTING CITY L+ F"KLKSI-itLU STRUCr'JRAL TESTS AND INSPECTIONS SCHEDULE , Prior to issuance of a building permit, the owner, on the advice of the Architect or Engineer, shall complete, sign and submit this form to the Building Official. New elevators April 12, 1993 Project Name Date 1715 Chester Avenue Project Address Testing /Inspection Agency City of Bakersfield Owner's Name Owners Signature & Title Hereby certifies that the Testing /Inspection Agency.named above has been engaged to per- form structural tests and inspection during construction, as checked below, to satisfy all applicable portions of the Building Code. All progress reports of tests and in- spections must be submitted to the Building Department on a weekly basis. Prior to issuance of final inspection, the Inspection Agency shall submit a statement that all items of designated work performed were reported. Any items checked, but not tested or inspected will be noted and explained. Whenever any designated items on this list are ready for sampling, testing or inspection, it shall be the responsibility of the Contractor to give timely notice to the Inspection Agency so that the required services may be performed. REINFORCING STEEL: STRUCTURAL STEEL: * _X—Tensile & Bend, one set per heat per tons * x Sample & Test (List Specific -Inspection of Placement members below) Inspection of Welding Shop Ident. & Welding Inspection ** _.�L-Shop Ultrasonic Inspection CONCRETE, GROUT & MORTAR Shop Radiography Field welding Inspection Conc i Grout Mortar) Aaa. Tests for Desians ro I��Ic Suitaoility of Aa . I Mix Desians ! 7/6 - A rte[ --_ =_ Test Panel I Batch Plant Insoect. .24 Cam.. C I: InsDect Placing I 1 Comaression Tests ! Cast SDecimens Shrinkaae Bars - S L AOUVEREb Yield Check V T_ "V V el LL - Air Check - Dry Unit Weiaht Field Bolting Inspection ** Field Ultrasonic Inspection Field Radiography- _ _Metal Deck Welding Inspection Notes: *Provide Mill Certificates * *Spot check stressed welds Structural Steel List: All W4x13, W10x12, W10x15, W12x14, W12x22, W12x35, C10x15.3,6x4xJ tube, 2 -2 & 3 - "¢ std. pipe, all L- shapes, I __ PRECAST CONCRETE: all I ", J",5/8" steel plate, 5/8 "0 anchor bolts Reinforcing Tests Inspection of Reinforcing Placement Tendon Tes is Inspection of Concrete Placement Inspection of Concrete Batching Inspection of Panel Attch. & Inserts Inspection of Panel Installation .Cacpression Tests Inspection of Placement & Grouting OWNER'S SIGNATURE OTHER TESTS, INSPECTIONS OR SPECIAL INSTRUCTIONS high - strength bolts; PROJECT ENGINEER/DR ARCHITECT'S SIGNATURE drill-in and adhesive anchors; third floor epoxy overlay TrM,,4G :AND INSPECTION AGENCY SIGNATURE APPROVED BY: CONI" ACTOR SIG J I IRE CITY PLAN CHECKER �,p,� Fb51Tl�1 o -o 0 ELEVATOR CAB EXIST G. 04 ro I��Ic 2 RI�[t� If�151JL. -- 7/6 - A rte[ --_ =_ :. :.•...: ?.:........- .:........ •._��2�_��t�: - _ -b�cK �-lir � P zI' " .24 Cam.. C I: - 411x10 Q?A1. S-fl -.Tf - S L AOUVEREb V T_ "V V el LL - - - sEE- 311 F�IMR 04W co) . W7151M ° 1. - -- - ✓tl --001 - I�UR�ILT UPCGh�11n• 41 �fL. -5-rdM I�I Q . Cl:� RGl;F ILK LOUVERED VENT BASEMENT -- - PAINi1 V. - - -- u m� l:As'r -21/2a -fs.R.P -.�E O 3 .2 L-- W M 614 HC451WAY ELEV CALL. FAST FIRST FLOOR SECOND FLOOR THIRD FLOOR INTERIOR ELEVATIONS =Ozi ;=-E4 OAQ IIC=M=I -rte ! 3 ONE -' POO rl VOCR -1._ ( 9oTe: -THls wALL--5FL4 1. -1-Vwe _. on X ICO(EA - � •STU05 @ 1CdI DG IN W r-U .oP - 41 x IC GN. erT l- 5(UM rIval't, ONE H00r, VOO�Z-= _ A• I FRaMa W/� __ bl/411 THRC�T 51Z - =_ =(2o MIN. ripe RATIi�) I - . �La_ N �mo .A F 1° IO r 2t` � II� 2 A Cr N I -T. uP 147 R API MpU FA TU Rr � N C E O N P KKK Wk-L, HOU K p00le N r r ��gT aI1IJLc L C_R R,� � �m ta o lU� C: M C CI�. O7 �A ' g1 [ J"I .- J_ F � F. . � ..J c`.P- R N.= 7�TiUsElG��Ur1I > Ef R�p IIrFL-JI-t+=� M� T R �1 l R -IE �LLt E I E CM p _ � - - I I I- I I - /-. p T��KON l 1� RC - N 1 tI � r L /4 SECOND FLOOR 114 C — _ TO F.4D.W- r > 'a l. . � u 1 OT e HOU K DOG EL . 2 6UIi�Ral , IS CUOUTS FR IFI2 L5IFIRST FLOOR 1/4" -TYP i ' ! ELEVATOR #2 - REHAB SHAFT PLANS' : - -� WARREN A MINNER REFER TO �Ii'(p,•1, L-I�Ip ,� Structural & Civil Engineers - -IYI�t cw AI_ L. O.g..To_ Eo.C.vW _ 411 T 1716 OAK STREET, BAKERSFIELD, CALIFORNIA 93301 THOMAS JANNINO DESIGN ASSOCIATES 8 SPACE PLANNING & INTERIOR DESIGN PHONE (805) 324 -9724 FAX (805) 324 -3416 3040 19TH STREET NUMBER 5 BAKERSFIELD, CALIFORNIA 93301 CITY OF BAKERSFIELD DEVELOPMENT SERVICES BLDG �� 805.322.1299 NEW ELEVATORS BASEMENT 1/4 1715 CHESTER AVENUE BAKERSFIELD, CA 93301 JOB NO. 93 -005 DATE 04 -02 -93 SHEET N ELEVATOR SHAFT DRAWN JR APPROVED A -2 /,c��� 1 REHABILITATION PLANS. CHECKED Ti S.E. 863 OF 5 _ r. N C E O N P KKK Wk-L, HOU K p00le N r r ��gT aI1IJLc L C_R R,� � �m ta o lU� C: M C CI�. O7 �A ' g1 [ J"I .- J_ F � F. . � ..J c`.P- R N.= 7�TiUsElG��Ur1I > Ef R�p IIrFL-JI-t+=� M� T R �1 l R -IE �LLt E I E CM p _ � - - I I I- I I - /-. p T��KON l 1� RC - N 1 tI � r L /4 SECOND FLOOR 114 C — _ TO F.4D.W- r > 'a l. . � u 1 OT e HOU K DOG EL . 2 6UIi�Ral , IS CUOUTS FR IFI2 L5IFIRST FLOOR 1/4" -TYP i ' ! ELEVATOR #2 - REHAB SHAFT PLANS' : - -� WARREN A MINNER REFER TO �Ii'(p,•1, L-I�Ip ,� Structural & Civil Engineers - -IYI�t cw AI_ L. O.g..To_ Eo.C.vW _ 411 T 1716 OAK STREET, BAKERSFIELD, CALIFORNIA 93301 THOMAS JANNINO DESIGN ASSOCIATES 8 SPACE PLANNING & INTERIOR DESIGN PHONE (805) 324 -9724 FAX (805) 324 -3416 3040 19TH STREET NUMBER 5 BAKERSFIELD, CALIFORNIA 93301 CITY OF BAKERSFIELD DEVELOPMENT SERVICES BLDG �� 805.322.1299 NEW ELEVATORS BASEMENT 1/4 1715 CHESTER AVENUE BAKERSFIELD, CA 93301 JOB NO. 93 -005 DATE 04 -02 -93 SHEET N ELEVATOR SHAFT DRAWN JR APPROVED A -2 /,c��� 1 REHABILITATION PLANS. CHECKED Ti S.E. 863 OF 5 _ r. ! ELEVATOR #2 - REHAB SHAFT PLANS' : - -� WARREN A MINNER REFER TO �Ii'(p,•1, L-I�Ip ,� Structural & Civil Engineers - -IYI�t cw AI_ L. O.g..To_ Eo.C.vW _ 411 T 1716 OAK STREET, BAKERSFIELD, CALIFORNIA 93301 THOMAS JANNINO DESIGN ASSOCIATES 8 SPACE PLANNING & INTERIOR DESIGN PHONE (805) 324 -9724 FAX (805) 324 -3416 3040 19TH STREET NUMBER 5 BAKERSFIELD, CALIFORNIA 93301 CITY OF BAKERSFIELD DEVELOPMENT SERVICES BLDG �� 805.322.1299 NEW ELEVATORS BASEMENT 1/4 1715 CHESTER AVENUE BAKERSFIELD, CA 93301 JOB NO. 93 -005 DATE 04 -02 -93 SHEET N ELEVATOR SHAFT DRAWN JR APPROVED A -2 /,c��� 1 REHABILITATION PLANS. CHECKED Ti S.E. 863 OF 5 _ r. t� J e 127898 OV Z z w Z V J W WOW 0 0o a o NEW ELEVATOR #2 EXISTING SHAFT REHABILITATION SEE SHEET A -2 N 1*4\ FIRST FLOOR PLAN 1/811=11-011 M N COND FLOOR PLAN 11_71 -011 NEW ELEVATOR #2 EXISTING SHAFT REHABILITATION SEE SHEET A -2 /0.3- 1p5 127898 NEW ELEVATOR #1 NEW ELEVATOR SI SEE SHEET A -1 a z oc Q 0. N THIRD FLOOR PLAN 1/811=11-011 NEW ELEVATOR #2 EXISTING SHAFT REHABILITATION SEE SHEET A -2 N 1*"\ BASEMENT PLAN /�,3 - 103, 8'1- 1V_0,v 127896 - - NOTE: 3rd FLOOR HALL CALL WILL BE AUTOMATICALLY DISABLED /ENABLED BY A TIME CLOCK IN THE ELEVATOR EQUIP. ROOM TO BE SET PER THE OWNER'S SCHEDULE. PROVIDE KEY (�tl)147 -t- ©ECK SWITCH OVERRIDE IN HALL CALL STATION FOR 3rd FLOOR. Tye Gv1,�z Ka 6A 1412— CEMOLJ H tE) Gt��lDf Y ADC To / L 1.J k5 } C�lJG•//�X /y Cn1) � 17->9e,_1uG Ta SST ow C 2� /&. -;r- k'L t 33' V, xy °i e7c'e'r5 60 W, /> / /r'� CHt1, BSA 11 ELEVATI Al 4 � HANDRAIL (N):NEW (E):EXISTING y` qj !0 �, ,tti"" I r 2 U l�E/?oL15H ��� 1�, vlPllCl ,4taD Z td� �J�D �1 yti ��1��� �J "lam /�O1AT�r .�c ✓erg (Tc�� 0 vtf A TJuL-T 7,o 2� 1 `�f 0 pro N h _ 1� 7a(.,tl1k'd� FPN /SH FLPD& U. T"yPjCA L a12 IA-g �Nl� N 3 O� ` 3rd FLOOR FRAMING PLAN _ 0 2 i /. \�/ y 5 iP M <c t5� PP ! f1NL � /& -- y /p' - -r" 2 r � �� 77 �i �!t% I✓% (Al) 141,1 7Cl� 32 6 l8 F'IiIG&OF� C%O 2nd FLOOR FRAMING PLAN \ (N) MrL 0,f( bA/& iv�rPs6 -5tr l / 3 ! j P� 2 6.IELL No1,E } t / 7�D, a' 0 32 8 Al �E'A /LS f� /�ratJ<aE;i> IA/ A,7: /oil ro CAI) CIO I It �� l :g;7; t4,rJ> h=rf; ! . 'r ,, q c cam. /TS r If �0 � �I•� � � � �'iO.vT/2/FGTt�� / ( ! r 2` D TyP? Lr - T i,�� - e- - f —�� EL�I/t mv- fair tJ x! : P FLT Co nle�l a"s "mod +� � - 'ce t 4 �'r�, To _ �y ��Lni f' - -= -- - -- -� '� � I i Al � � FlA /15H Ftaoe � Try f `� N\ a (,u) �Ft is: V,4 r-a,�:. � dNGY• < I - 2 `e- -� "` -. iii � - �N �a' - (Al) , ��.}�, 6 yx n/ `� y A <AJL t5�.9wur-r l4AI-r. r�WL1lf(�5) SL� y, !iIlVeUT• Gal, %j ! i ti At 7 1,' -1eAL 2 9- PV y T srwcrrT L „�E /o, #41 ROOF FRAMING'PLAN 2 1 s# FLOOR FRAMING PLAN J ELEVATON VARIES � 1 i fr � 3 4 5 6 '/ g EL��igTO &A-0, J k� 4"= 1 / 1�_0�� I ! f N FLOOR FRAMING PLANS 1/4 1 -0 j`4,9 VA la Q II (A0E4EUA7-oA: 414.4F-r SEE Ft oo,� FRAt -11AIr )q4,v6 49PVr, � F *J N 1If =1, -011 PTA1,6T,v_A7 -,' 1-477,. r2,rcA_-, /, P_Al xV Sr*�A P vZ PLOT PLAN /7 rr! Z"t ” =3 2' -0" h s v :LEVATOR #1 - NEW ELEVATOR SHAF1 kE/vdl<g 65 ) 0-uio- 1, 45 /,us -,T,4a— &0 e491 l�Sr�cL /.A/) el,/,- �ra�wN Fvr C4.4 1-i rY ` = 1 -5, -"1411 ;- � vr MOP tAw 3 f 3/y � it�2� �pl -Ta{"v 3 - -0 0,�. ST.�t��� Lt�t� Lr S�M��✓� -r- ro n Av o " SECTION 1- 127896 Al. 3!yu� aola ryp/ L s ';X rl ! Z z � I z° /Vow- C GENERAL NOTES ' i Q Gt�4l�llA� } A•rLfL �ca � 7 r/ C" A,tNE c. 4 � � .t "�� L %F,GJC GLUTE l�'E�t'P'E +w•oo�'rdc.># � STRUCTURAL STEEL: Min. Fv A.S. T. M. No. 4 �. 1�i �`� �� SENT' 3 I- CfJ /' %C/T1t4- sv�,aT ti z,* 41 Ta Rolled Shapes Plates etc 36 ksi A36 `� � f /- �1/A 45 L' 1_T T tlifii%f��t ' "�' - To T h�A CA-' T, IQ oR C GLA -e1,-,4 Usg ///Lrr - I Pipe Columns ............... 35 ksi ......... A53, Grade "B" a ! f ; i ,i l�lrC1`� -``° /hoc T, 1�tifi 10 I _ -_ _ All Thread Rods A307 I I; % i u ll L Square &Rectangular Tubing ..... 46 ksi A500, Grade "B" i� �� /lam ez f'IaEiJ. `j` •�N 1�lor�: F`�/z c�rzEttT�r� TH.an/ D,5 E ` High Strength (H. S.) Bolts .................... A325 ` % /Co t t I Machine Bolts ...................... A307 � - _� / Weld Electrodes .............. A. W. S. D1. I ..... E70XX J, a !2 ° Fabrication and erection: Conform to A.L S. C. Specifications + TITI Welding: By electric shielded metal -arc process j - Welders: Shall be certified and work done in accordance with the Structural Welding Code A. WS. R ; � �, „ 3 - 14 G'A' 01.1 - a'• 11g5 M� 2C�Zy /�Gr�os f "trrr•� Welding inspection is required on the following: All field welds - all shop welds -,- © '° e[ ,4-7 TO Z-A-0PL i t/ /9 �8 10, a , t Shop Painting: All steel not embedded to concrete or galvanized shall receive one shop coat of �� a.1��- sib "e#� ! /I�TI HVA T 11310- �- �a ,� fabricator's standard rust-inhibiting ��`"/ E �N� . � '- kti/v,w,4Z I1 x /G; g primer after power tool cleaning. �` r ,•,e ,, �� X61. � r TR'A c/c , CONCRETE: I r % „� L L ) M,AIN`•TAI N �. nlva�: fvc� rE tAtloe C' /A/ �UVAf"�R � Pile � � �— KuU�z9 I/` - 16 �aA Ss '� \- j IAYgf CA , ;/r1€ 5i8 r Tye -E X GY"- £ _ >A °' Per fl 1"lAlelti�l4G?"U.2�1 S M �/ I151 ®E St��FT /' ! %.V• \ Minimum Ult. Compressive Strength @ 28 days: ...... 3000 P.S. /. � �F'EC /F /CA•T /p /t��• �jr � /�t'> A- ��. � M��_ _ Minimum Cement: 5.0 Sacks /C. Y. Maximum Water. 6.7 Gallons/Sack of Cement I Q �'� -Gam C' <f � ;� GLEAf sv E PE12 �- Maximum Slump: 4n • a • a / ,r ' e a 4 I; Cement. ...... Type V or Type 1 /Low Alkali .'a • 4', o ° Water Reducing Admixture: .................... Grace WRDA with Hycol 10 _ 2 ��- �- �� AND As � wN v !e SILL DETAIL 1 -1 2 —1 0 1 A.S.T.M. No. 2 LADDER DETAIL 1 REINFORCING STEEL: 1 A'r -1' -O" �t -�ol� �M/NC�• �L,AN, Deformed Bars: ........................... Grade 60, A615 L f y � f2 Mtn/ Welded Wire Fabric A -185 ` Continuous Steel Lan Splice Lengths: -rye, Lore X-5 CEa � MACE 7r'4c %< � Concrete As shown on drawings - GH /� At�lt}Y /�EGK 4r4,- r140J 1 W. W. F. Splices ............................ Minimum lap of 2 longitudinal l rr f ; f ANV « dltr � Z 2 (Al) A11Zvr �JI &Dore f wiles + 2" or 8 "min. in 6x6 W.W.F. STEEL DECKING: �"YG SczEz✓ ` Steel decking shall be 20 gage minimum, 1 Y " deep decking with min. S = 0.248 in and min. / h 0.216 in'. Use Verco type HSB -36 or equivalent. _ 3� ) � /GrvoR' X !� ';,4 7A� / - STEEL STUDS: 1c ALT' wlil,, -4VY l•,/ v,;' 17' Steel studs shall be Knorr 4 "x 16 gage SS (or approved equal): Min. A = 0.387 in ; I Min. S = 0.442 in'• Min. l = 0.891 in ; ASTM A446, Grade D (Fy = 50 ksi) — Use 6x16 gage SS where indicated on plans. j \ \ filter/ ='r16. t�f f �y fro. Ccsr. d.f.4f tE '� /6 Tracks and blocking shall be Knorr 4" x 16 gage ST (or approved equal): Min. A = 0.327 in I ! Min. S = 0.347 in-; Min. / = 0.693 in'; ASTM A446, Grade D (F I \ Y = 50 ksi! Finish: G60 galvanized ASTM A525 ,r { GENERAL NOTES: - 2 Typical Details and Genera/ Notes apply in all cases unless specifically shown otherwise on the <rA1vt G r s L TO 57L. 6M. 2 ELEVATOR SHAFT WALL 1-1/2 " =1' —O" drawings. 00QR (E) I2/F�- /m� r 4r 5 Hg6fi f I>o�• Where No Detail is Shown, construction shall be as shown for other similar work. No Deviations from the Design Drawings are permitted without the permission of the Engineer. I! i 1 � 1 AYre Sig / % �p�' �( C� y� r'oA -iz U PT c M!Fl Z L y x �� x" I r 8 7 aav& LE& �w i l •'� T L + 2 ELEVATOR SHAFT ENCLOSURE. �i f? (N)l�/I, �./!�,It�) W /�j 7ori4 L _!�_--- _- ___� _- _ -'_ -- �8„ 1432X;�c SSE ©tv. PtAt�l -i All new a %valor shaft walls shall be of 1- hour -rated fire construction: 4" x 16 ga. metal stud s with one layer of 51�" gypsum board on each side. JAW -C-UT o�?Lt'� /8(° ... ............... (see Steel Stud notes) G' ©F� lF 11ECE AAY 114 �,5alvr,E CA �- % J„! '` � x " �13� O>e6;J Metal Studs .......... " " / � � l Gypsum Board Type X ( )OeA -M - 42121/4, Foe (I!) C , Sheet Metal Fasteners Wafer -Head Self - Drilling Screws / .... -z. Iix l "To F. 0.5 (f L -D "o. G, /l, To! O,S Partition Anchor Drive Pins Hilti DN32 6Aw -C j-r -� Washers 1 '/. " 0 Standard Cut Washers rJ _ 7YP T PI brM. L �c �-- Foy /3��M� „�/ ����� wens• 2 TYPICAL BEAM CONNECTION 1 -1 2 " =11-011 #y ° °��� DRILLED ANCHORS: When installing rilled -in anchors and /or ower driven &�'E•ArCk- 7 -MAI �!'' T,+A, F Ofi g p pins in existing non prestressed reinforced ..� ' concrete, use care and caution to avoid cutting or damaging the existing reinforcing bars. Maintain a �t�oajV C� SEAM . ,Conlnl, A,t/c Lyxyx�'xtJ_'9 "o�zG%xyx %{;►lp„ Z _ - -- ,s minimum c %arance of one-inch between reinforcement and the drilled-in anchors and /or pin. �tJ ESE v,�TOR �H,4� r 1,h -L�- SEE � ss � _ -- -- - - - /Q CoNC.SL,�.0 2- a/8 "A 325 BOLTS OR __ � . PROOF LOAD TESTS OF EXPANS ION & ADHES/VE � �r rr .�� �- � � � \� ` W�� %12 rd,G, � W dSE t 14x3 L LH N D ?" - ti€ TYPE ANCHOR BOLTS 9 N `� n� �G (Bolts must have I. C.B.O. Approval) 2 n= �- tt ha�Ac SECTION AT SHAFT EDGE- 1 -1 2 1 0 rr t As R�QLlli�ED To l�o� s��� /,�� _ -- _ a � -- Al! concrete anchor bolts of the expansion and adhesive type (loaded in either pullout or shear) shall have 100% of the ledger and hold -down bolts proof tested in tension to the allowable tension load - - noted below. s t c L L �4 �p llta �i p X051TIQN �i1BE D,V� /7 /cn A-r° a �i-F /r'iF�° S ' � Z d . �X /51' L�ALC. - r= f3ar�cK�ttT it • s 1 j t N S1�FT : -1 a�° E� lam • #/S�IZ o c. 518” �0' Hi /ti Adhesive Anchor ( /LBO #40161 with 5" min. embed. in 2000 psi hard rock concrete: ���' �� �� l� a SEE � � " E � ^ rY� direct pull tension test to 2,865 lbs. IV or Con/ T, ��-6� ,,5/4AFT 7� _ `ate = " �1 WA7; rZ Ko�fliNC:•- k Q�ER CoeuMN. ill �L�Vf17"fONS AND \. ' 5/8" 8' Hilti Kwik Bolt /l (ICBO #46271 with 4 "min. embed. in 2000 psi hard rock concrete: direct � � i ' � �E �E�E� p1^, ACM -E i pull tension test to i, i 25 lbs. and torque test to 75 ft. -lbs. iz�,��w C a2 !,./- S Tran1 - 5 F10D lC"RA 2 n i seas ; �s� � 5/ Tr ON � �. � i � , Ll �areF�ea✓E� �' D,�l SeB C-rUrLE 1Att- }/��t/Ni 4 NEW ELEVATOR: Orticen DIVE The new elevator shall be a single car hydraulic passenger a %vator with a car load capacity of 2500 %� T $hgf7, �pM�gGTEp Q e ) r pounds and a car speed of 125 feet per minute. Car door and hoistway entrance shall be right or SSE �/M + I + ( sUPPoRT To _ left hand single slide opening as shown on the architectural plans. The elevator must meet all FILLI HIM MAINTAIN C (l1DEtZAi� � � 1/ 4 j applicable requirements of Chapter 51 of the 1991 Uniform Building Code and the American with Disabilities Act (ADA). The new elevator shall be installed in accordance with manufacturer's - GI.EAR.A n1GE PER F- specifications as shown on "Elevator Specifications" sheet. i i ` EVAT o K I WATERPROOFING -PIT WALLS: . MAN�FA��JseER S j Waterproofing material shall be a bituminous material, acrylic modified cement base coating, - I S1Fr<AT1QN5 , rubberized asphalt, polymer asphalt, butyl rubber, or other approved material in conformance with 1 IF 991 UBC Appendix Section 2915 and 2920(a). ? ��8 " k1 A 3 25>< o ROOFING AND ROOF INSULATION ON NEW STEEL DECKING. ib 2- * 7 FA. �10� OF G'r'Ftvltv6? %?'P. CBE frL�o FRA/�/ /NG7 f "C,9l1'� New steel roof decking shall be topped with two layers (min) of roofing insulation board separated 8 4 by a vapor retarder. Roofing shall consist of 4-ply built -up roofing. Use Manville 1991 Roofing 4" 1' O" - _ Systems Handbook Specifications 503 and 4GlS or equivalent. Alternative systems specified in the 2 BEAM TO PIPE COL. 3 — — 2 MOUNTING ANGLE\` 1 -1 2 " =1' -0 " 2 ELEVATOR PIT 1/2 =1'—O" - - Architectural General Notes, if any, may be used in lieu of these specifications. - I 4 - / !�- l4 307 f>, LT s . CONCRETE OVERLAY: hw fi 307.50L_7 . � FI NGi E R TIGHT ) Bonding Bridge: Sika Sikadur 32 Hi -Mod (or equivalent). / a + _- �- Overlay: Sika Sikatop 122 (or equivalent) with 3/8 aggregate. 3�a Srv. f�' /ICE CAL G% ' u --� SURFACE PREPARATION: _ X f X y r tl l 5, I �PL 1 G E &� T� i� c�r� is TI NCI U . LI,�,1✓ � ,f r -- - Chip surface to obtain rough surface profile (1116" to 1/8 ") CI - Remove loose concrete and contaminants, Sandblast clean. - , �,eAr�! //vim L�t/�E -� - Surface must be Saturated Surface Dry with no standing water - Apply bonding bridge and then apply overlay sloped per plans ,q/ L g1- -r'�,- - r 2 ± (� ' HIF' Ozer P_-cK Aua PATCH ��?2r�uT ElEVAT'0K � Sus�Pl1l2T _z I NOTE S/6 l '� Gf I �X (LAM. fLA V<5k AJl L I T. ! /- Cfl /V j1244TO� N + ( L i i 1-)E FA C r= 5 TowApt o $h1 AI=T• r I 1 //2 - - - -� - S, _ _� dL �-� GENERAL NOTES AND TYPICAL DETAILS SE3E A PLAN �6T�L� . �&LMA. � WARREN k",AINNER � Structural & Civil sneers TUBE SPLICE En 4 - 2 g 1716 OAK STREET, BAKERSFIELD, CALIFORNIA 93301 \ If= 1— 1� PHONE (805) 324 -9724 FAX (805) 324 -3416 ky rr_ rIFFENr.,_ /f EA . -1 2 1 O OPTION T l p,c,, CITY OF BAKERSFIELD DEVELOPMENT SERVICES BLDG NEW ELEVATORS Ar ,��rraM Lost =� _ �1>c T Tv�. 1715 CHESTER AVENUE �NCY -7 BAKERSFIELD, CA 93301 (N). N E Y11 7 n- V- n 3 rr JOB NO. 93 -005 DATE 4 -02 -93 SHEET (QUISTING 2 PIPE COL. TO BEAM 3 4 —1 0 2 TUBE DETAIL 1 -1 2 =1 -0 - - DRAWN NA APPROVED 2 CHECKED WAM S.E. 863 OF 5 7'o 69 - I Pipe Columns ............... 35 ksi ......... A53, Grade "B" a ! f ; i ,i l�lrC1`� -``° /hoc T, 1�tifi 10 I _ -_ _ All Thread Rods A307 I I; % i u ll L Square &Rectangular Tubing ..... 46 ksi A500, Grade "B" i� �� /lam ez f'IaEiJ. `j` •�N 1�lor�: F`�/z c�rzEttT�r� TH.an/ D,5 E ` High Strength (H. S.) Bolts .................... A325 ` % /Co t t I Machine Bolts ...................... A307 � - _� / Weld Electrodes .............. A. W. S. D1. I ..... E70XX J, a !2 ° Fabrication and erection: Conform to A.L S. C. Specifications + TITI Welding: By electric shielded metal -arc process j - Welders: Shall be certified and work done in accordance with the Structural Welding Code A. WS. R ; � �, „ 3 - 14 G'A' 01.1 - a'• 11g5 M� 2C�Zy /�Gr�os f "trrr•� Welding inspection is required on the following: All field welds - all shop welds -,- © '° e[ ,4-7 TO Z-A-0PL i t/ /9 �8 10, a , t Shop Painting: All steel not embedded to concrete or galvanized shall receive one shop coat of �� a.1��- sib "e#� ! /I�TI HVA T 11310- �- �a ,� fabricator's standard rust-inhibiting ��`"/ E �N� . � '- kti/v,w,4Z I1 x /G; g primer after power tool cleaning. �` r ,•,e ,, �� X61. � r TR'A c/c , CONCRETE: I r % „� L L ) M,AIN`•TAI N �. nlva�: fvc� rE tAtloe C' /A/ �UVAf"�R � Pile � � �— KuU�z9 I/` - 16 �aA Ss '� \- j IAYgf CA , ;/r1€ 5i8 r Tye -E X GY"- £ _ >A °' Per fl 1"lAlelti�l4G?"U.2�1 S M �/ I151 ®E St��FT /' ! %.V• \ Minimum Ult. Compressive Strength @ 28 days: ...... 3000 P.S. /. � �F'EC /F /CA•T /p /t��• �jr � /�t'> A- ��. � M��_ _ Minimum Cement: 5.0 Sacks /C. Y. Maximum Water. 6.7 Gallons/Sack of Cement I Q �'� -Gam C' <f � ;� GLEAf sv E PE12 �- Maximum Slump: 4n • a • a / ,r ' e a 4 I; Cement. ...... Type V or Type 1 /Low Alkali .'a • 4', o ° Water Reducing Admixture: .................... Grace WRDA with Hycol 10 _ 2 ��- �- �� AND As � wN v !e SILL DETAIL 1 -1 2 —1 0 1 A.S.T.M. No. 2 LADDER DETAIL 1 REINFORCING STEEL: 1 A'r -1' -O" �t -�ol� �M/NC�• �L,AN, Deformed Bars: ........................... Grade 60, A615 L f y � f2 Mtn/ Welded Wire Fabric A -185 ` Continuous Steel Lan Splice Lengths: -rye, Lore X-5 CEa � MACE 7r'4c %< � Concrete As shown on drawings - GH /� At�lt}Y /�EGK 4r4,- r140J 1 W. W. F. Splices ............................ Minimum lap of 2 longitudinal l rr f ; f ANV « dltr � Z 2 (Al) A11Zvr �JI &Dore f wiles + 2" or 8 "min. in 6x6 W.W.F. STEEL DECKING: �"YG SczEz✓ ` Steel decking shall be 20 gage minimum, 1 Y " deep decking with min. S = 0.248 in and min. / h 0.216 in'. Use Verco type HSB -36 or equivalent. _ 3� ) � /GrvoR' X !� ';,4 7A� / - STEEL STUDS: 1c ALT' wlil,, -4VY l•,/ v,;' 17' Steel studs shall be Knorr 4 "x 16 gage SS (or approved equal): Min. A = 0.387 in ; I Min. S = 0.442 in'• Min. l = 0.891 in ; ASTM A446, Grade D (Fy = 50 ksi) — Use 6x16 gage SS where indicated on plans. j \ \ filter/ ='r16. t�f f �y fro. Ccsr. d.f.4f tE '� /6 Tracks and blocking shall be Knorr 4" x 16 gage ST (or approved equal): Min. A = 0.327 in I ! Min. S = 0.347 in-; Min. / = 0.693 in'; ASTM A446, Grade D (F I \ Y = 50 ksi! Finish: G60 galvanized ASTM A525 ,r { GENERAL NOTES: - 2 Typical Details and Genera/ Notes apply in all cases unless specifically shown otherwise on the <rA1vt G r s L TO 57L. 6M. 2 ELEVATOR SHAFT WALL 1-1/2 " =1' —O" drawings. 00QR (E) I2/F�- /m� r 4r 5 Hg6fi f I>o�• Where No Detail is Shown, construction shall be as shown for other similar work. No Deviations from the Design Drawings are permitted without the permission of the Engineer. I! i 1 � 1 AYre Sig / % �p�' �( C� y� r'oA -iz U PT c M!Fl Z L y x �� x" I r 8 7 aav& LE& �w i l •'� T L + 2 ELEVATOR SHAFT ENCLOSURE. �i f? (N)l�/I, �./!�,It�) W /�j 7ori4 L _!�_--- _- ___� _- _ -'_ -- �8„ 1432X;�c SSE ©tv. PtAt�l -i All new a %valor shaft walls shall be of 1- hour -rated fire construction: 4" x 16 ga. metal stud s with one layer of 51�" gypsum board on each side. JAW -C-UT o�?Lt'� /8(° ... ............... (see Steel Stud notes) G' ©F� lF 11ECE AAY 114 �,5alvr,E CA �- % J„! '` � x " �13� O>e6;J Metal Studs .......... " " / � � l Gypsum Board Type X ( )OeA -M - 42121/4, Foe (I!) C , Sheet Metal Fasteners Wafer -Head Self - Drilling Screws / .... -z. Iix l "To F. 0.5 (f L -D "o. G, /l, To! O,S Partition Anchor Drive Pins Hilti DN32 6Aw -C j-r -� Washers 1 '/. " 0 Standard Cut Washers rJ _ 7YP T PI brM. L �c �-- Foy /3��M� „�/ ����� wens• 2 TYPICAL BEAM CONNECTION 1 -1 2 " =11-011 #y ° °��� DRILLED ANCHORS: When installing rilled -in anchors and /or ower driven &�'E•ArCk- 7 -MAI �!'' T,+A, F Ofi g p pins in existing non prestressed reinforced ..� ' concrete, use care and caution to avoid cutting or damaging the existing reinforcing bars. Maintain a �t�oajV C� SEAM . ,Conlnl, A,t/c Lyxyx�'xtJ_'9 "o�zG%xyx %{;►lp„ Z _ - -- ,s minimum c %arance of one-inch between reinforcement and the drilled-in anchors and /or pin. �tJ ESE v,�TOR �H,4� r 1,h -L�- SEE � ss � _ -- -- - - - /Q CoNC.SL,�.0 2- a/8 "A 325 BOLTS OR __ � . PROOF LOAD TESTS OF EXPANS ION & ADHES/VE � �r rr .�� �- � � � \� ` W�� %12 rd,G, � W dSE t 14x3 L LH N D ?" - ti€ TYPE ANCHOR BOLTS 9 N `� n� �G (Bolts must have I. C.B.O. Approval) 2 n= �- tt ha�Ac SECTION AT SHAFT EDGE- 1 -1 2 1 0 rr t As R�QLlli�ED To l�o� s��� /,�� _ -- _ a � -- Al! concrete anchor bolts of the expansion and adhesive type (loaded in either pullout or shear) shall have 100% of the ledger and hold -down bolts proof tested in tension to the allowable tension load - - noted below. s t c L L �4 �p llta �i p X051TIQN �i1BE D,V� /7 /cn A-r° a �i-F /r'iF�° S ' � Z d . �X /51' L�ALC. - r= f3ar�cK�ttT it • s 1 j t N S1�FT : -1 a�° E� lam • #/S�IZ o c. 518” �0' Hi /ti Adhesive Anchor ( /LBO #40161 with 5" min. embed. in 2000 psi hard rock concrete: ���' �� �� l� a SEE � � " E � ^ rY� direct pull tension test to 2,865 lbs. IV or Con/ T, ��-6� ,,5/4AFT 7� _ `ate = " �1 WA7; rZ Ko�fliNC:•- k Q�ER CoeuMN. ill �L�Vf17"fONS AND \. ' 5/8" 8' Hilti Kwik Bolt /l (ICBO #46271 with 4 "min. embed. in 2000 psi hard rock concrete: direct � � i ' � �E �E�E� p1^, ACM -E i pull tension test to i, i 25 lbs. and torque test to 75 ft. -lbs. iz�,��w C a2 !,./- S Tran1 - 5 F10D lC"RA 2 n i seas ; �s� � 5/ Tr ON � �. � i � , Ll �areF�ea✓E� �' D,�l SeB C-rUrLE 1Att- }/��t/Ni 4 NEW ELEVATOR: Orticen DIVE The new elevator shall be a single car hydraulic passenger a %vator with a car load capacity of 2500 %� T $hgf7, �pM�gGTEp Q e ) r pounds and a car speed of 125 feet per minute. Car door and hoistway entrance shall be right or SSE �/M + I + ( sUPPoRT To _ left hand single slide opening as shown on the architectural plans. The elevator must meet all FILLI HIM MAINTAIN C (l1DEtZAi� � � 1/ 4 j applicable requirements of Chapter 51 of the 1991 Uniform Building Code and the American with Disabilities Act (ADA). The new elevator shall be installed in accordance with manufacturer's - GI.EAR.A n1GE PER F- specifications as shown on "Elevator Specifications" sheet. i i ` EVAT o K I WATERPROOFING -PIT WALLS: . MAN�FA��JseER S j Waterproofing material shall be a bituminous material, acrylic modified cement base coating, - I S1Fr<AT1QN5 , rubberized asphalt, polymer asphalt, butyl rubber, or other approved material in conformance with 1 IF 991 UBC Appendix Section 2915 and 2920(a). ? ��8 " k1 A 3 25>< o ROOFING AND ROOF INSULATION ON NEW STEEL DECKING. ib 2- * 7 FA. �10� OF G'r'Ftvltv6? %?'P. CBE frL�o FRA/�/ /NG7 f "C,9l1'� New steel roof decking shall be topped with two layers (min) of roofing insulation board separated 8 4 by a vapor retarder. Roofing shall consist of 4-ply built -up roofing. Use Manville 1991 Roofing 4" 1' O" - _ Systems Handbook Specifications 503 and 4GlS or equivalent. Alternative systems specified in the 2 BEAM TO PIPE COL. 3 — — 2 MOUNTING ANGLE\` 1 -1 2 " =1' -0 " 2 ELEVATOR PIT 1/2 =1'—O" - - Architectural General Notes, if any, may be used in lieu of these specifications. - I 4 - / !�- l4 307 f>, LT s . CONCRETE OVERLAY: hw fi 307.50L_7 . � FI NGi E R TIGHT ) Bonding Bridge: Sika Sikadur 32 Hi -Mod (or equivalent). / a + _- �- Overlay: Sika Sikatop 122 (or equivalent) with 3/8 aggregate. 3�a Srv. f�' /ICE CAL G% ' u --� SURFACE PREPARATION: _ X f X y r tl l 5, I �PL 1 G E &� T� i� c�r� is TI NCI U . LI,�,1✓ � ,f r -- - Chip surface to obtain rough surface profile (1116" to 1/8 ") CI - Remove loose concrete and contaminants, Sandblast clean. - , �,eAr�! //vim L�t/�E -� - Surface must be Saturated Surface Dry with no standing water - Apply bonding bridge and then apply overlay sloped per plans ,q/ L g1- -r'�,- - r 2 ± (� ' HIF' Ozer P_-cK Aua PATCH ��?2r�uT ElEVAT'0K � Sus�Pl1l2T _z I NOTE S/6 l '� Gf I �X (LAM. fLA V<5k AJl L I T. ! /- Cfl /V j1244TO� N + ( L i i 1-)E FA C r= 5 TowApt o $h1 AI=T• r I 1 //2 - - - -� - S, _ _� dL �-� GENERAL NOTES AND TYPICAL DETAILS SE3E A PLAN �6T�L� . �&LMA. � WARREN k",AINNER � Structural & Civil sneers TUBE SPLICE En 4 - 2 g 1716 OAK STREET, BAKERSFIELD, CALIFORNIA 93301 \ If= 1— 1� PHONE (805) 324 -9724 FAX (805) 324 -3416 ky rr_ rIFFENr.,_ /f EA . -1 2 1 O OPTION T l p,c,, CITY OF BAKERSFIELD DEVELOPMENT SERVICES BLDG NEW ELEVATORS Ar ,��rraM Lost =� _ �1>c T Tv�. 1715 CHESTER AVENUE �NCY -7 BAKERSFIELD, CA 93301 (N). N E Y11 7 n- V- n 3 rr JOB NO. 93 -005 DATE 4 -02 -93 SHEET (QUISTING 2 PIPE COL. TO BEAM 3 4 —1 0 2 TUBE DETAIL 1 -1 2 =1 -0 - - DRAWN NA APPROVED 2 CHECKED WAM S.E. 863 OF 5 M 0 M —TOP TRACK LATERAL bfAcE WHERE REOW)t- -O - SEE 0 do No-r fl pru c *BLE CON 7- /6 6A DEEP LEG 7g- Ao5 a A° ° 6 - /S EA. Sze �°' %P 0 607'roM Of fA. 20 GA. Sruo - TYP o ,o ,OAP LEG T2acrs , .v v° o. 3 Jlo GA. a° C OR p I!o GA. o a clAM,6 - 5eZ O /6ol GA. SruoS /(o " % - TYp rkV a CONr. u J(O 6A. 0 EP &k SPLICE 9a' /�2 « / SAM Aoo L HiLri pA132 /Ji `� 3 /G Ga. E�vo Sruo To WA6HER NEXT ro ALL OPEN-CONC. tc/ACC W1 f/ /c rl /NGS ; CORNERS 62 T07A[.I ,DAI321 / %j ")i W,4CHE9S ,ENO SPf}C,E OF TRACK @ X32 Nl H /LTi QN 32�I�4 "9f W,gSHERS ✓(o ��% - TYPICAL AT /N re-p- /.PR %4LLS x Y "&kVIAC 60L7- -- %II 4r-+VY TyPIcm, 4r Exrreloe. TYPICAL 5TEEL STUD NON - 5eAR /N INTER /Ole 1 ARTJT /ON I'RAM/NG r-� /0 GA, PEEP L TRACis T�IT ! Jj "--3 /(o &A. 57'U0 - -y Nore .' WEB o Au l(o GA. STuos #� C; 12 TO ,DEER LEG TR,4cA E,q, FL✓4NGE � 2 fA. S /D,E -, /6 OA. 14E.40ER Ij FOR "W" O&E TASLE) u 944,0,ER NO u X /(o 64, HEADER ComircT/DN (/ Sruo Cur) M X /(o GA. J4140 FoR "G✓" > 3 =4" *UNLESS /Vorw 65Z TALE OR pF AfLS OTHERW /SE 57U0 WALL HeADEER 0E7AIL 4" /(p GA. rDexP LEa TR.+cn ,MA + o 0 1414.r/ jOIV32l /!4„ 0' L /G MAX. .� WASHERS BOTTOM 7RR- , t—r'► /lo &A. ,06eP LEG 7;k4cA BR/oG/NG W% /(v GA. L Cowl (F .320, e, VEg7 SPoIcpv& I& GA. L CONK. � -:32"/ l/ERZ SPAC/NG � 67.4. CORNER OR CNO 67uo- ALL OTHERS ARE ZO GA. 2- �� - �8 SELF - J✓!'�ILL /NG SCREWS fA, CONNECT /oN t& 32 "� f�ERr .SPACIAIG INTERSECT /ON CORNCR 5 TYP /C.QL CORNER PLANS 4 �/ (� (lv '�', o! @TGA-•�o,aY (N ) 1�Mrc ��� EL 35 -72 1 4uo lA4,561c.f-T /oIJ 6�. IN { 1%©, Se AfP. SEA li� t -------- --- `74 (N )II112 'e1y Wt Zkb� I i C �LtfiiS ®fv tb.C. { Srrz/l 60140 f ;t ar eHlf Kr) Ga ve. Oil i �ur�� T.� IAI >t � � `.. `�, /2�i -taYE f�h�` t����� � ���°' ./ . ✓�'A�V1�C�Ls��T CtE.4�/ i 3 HOI 1vl1 AM CONNECTION 3� /UV 2 Co 6./l2x Jy R,,/:5 r r l'l ! j i/ 3/411=11-011 O� Ilk" i % "t F' 7�TIFFENE�" EA. Sr�E of 3 TUBE TO BEAM CONNECTION 3/4 11= 1 V-011 0 I'I' Ci 7 . EDGES OF . 3 SECTION 1 2 " =1' -0 FLoo Rox 34¢ ., Burron� PUNCH s,OE 3C TrP 24" 7 -- eN P/,Ew7- A1,761 ,xT�lv NlSr/ ,� C A/ /r 5PAN � NAX `W �r \ i O (/ Sruo Cur) M X /(o GA. J4140 FoR "G✓" > 3 =4" *UNLESS /Vorw 65Z TALE OR pF AfLS OTHERW /SE 57U0 WALL HeADEER 0E7AIL 4" /(p GA. rDexP LEa TR.+cn ,MA + o 0 1414.r/ jOIV32l /!4„ 0' L /G MAX. .� WASHERS BOTTOM 7RR- , t—r'► /lo &A. ,06eP LEG 7;k4cA BR/oG/NG W% /(v GA. L Cowl (F .320, e, VEg7 SPoIcpv& I& GA. L CONK. � -:32"/ l/ERZ SPAC/NG � 67.4. CORNER OR CNO 67uo- ALL OTHERS ARE ZO GA. 2- �� - �8 SELF - J✓!'�ILL /NG SCREWS fA, CONNECT /oN t& 32 "� f�ERr .SPACIAIG INTERSECT /ON CORNCR 5 TYP /C.QL CORNER PLANS 4 �/ (� (lv '�', o! @TGA-•�o,aY (N ) 1�Mrc ��� EL 35 -72 1 4uo lA4,561c.f-T /oIJ 6�. IN { 1%©, Se AfP. SEA li� t -------- --- `74 (N )II112 'e1y Wt Zkb� I i C �LtfiiS ®fv tb.C. { Srrz/l 60140 f ;t ar eHlf Kr) Ga ve. Oil i �ur�� T.� IAI >t � � `.. `�, /2�i -taYE f�h�` t����� � ���°' ./ . ✓�'A�V1�C�Ls��T CtE.4�/ i 3 HOI 1vl1 AM CONNECTION 3� /UV 2 Co 6./l2x Jy R,,/:5 r r l'l ! j i/ 3/411=11-011 O� Ilk" i % "t F' 7�TIFFENE�" EA. Sr�E of 3 TUBE TO BEAM CONNECTION 3/4 11= 1 V-011 0 I'I' Ci 7 . EDGES OF . 3 SECTION 1 2 " =1' -0 FLoo Rox 34¢ ., Burron� PUNCH s,OE 3C TrP 24" 7 -- eN P/,Ew7- A1,761 ,xT�lv NlSr/ ,� C A/ /r eN -rY.l°lCA L- ----- ---------- 3 ELEVATION 1/2 e 3 9 T H x 1-6A N1rc , STcf c� s A" 45 M. 7-4z - ! // 618 �� 4 1 1 % -P. Piu 1NT4 -&1aR ` fG F f .4't yf� t`"aCT�lcf ALc. l./AU w/ e:. /NStsL,TIbN. 3 TYPICAL STEEL STUD PARTITION DETAILS (N):NEW 3 SEA (E):EXISTING � I � �r \ i O eN -rY.l°lCA L- ----- ---------- 3 ELEVATION 1/2 e 3 9 T H x 1-6A N1rc , STcf c� s A" 45 M. 7-4z - ! // 618 �� 4 1 1 % -P. Piu 1NT4 -&1aR ` fG F f .4't yf� t`"aCT�lcf ALc. l./AU w/ e:. /NStsL,TIbN. 3 TYPICAL STEEL STUD PARTITION DETAILS (N):NEW 3 SEA (E):EXISTING N 1/211=11-011 1 ]�r` 1 - -4,4"e r /Q.iZ S - 9 CLR In/ : WA/ '7- ----(� 3jg "ry�Gtro- � !�%s�-tGfjG LEI/. ;G�i T •�,E,! <��./ . ----- - - -.-_ i t-lILT! �E�F- ��'i. -� 1•�tlfT �1;.' `� �.1 r 1� PARALLEL- SUPPORTS - 6 WELDSI -16' ' T-ye /'v'r5' ..� "I (3 1 5,C a Ai P ICU LAP, SUPI --log 75 - 1 3 SECTION �- l z'x 2D�A /`%FcTAL tD��K��NSLA �eev /f,vv �- l�voFeNc�° �GJ�iE L L /ve,72:� J zZU C--)V7, h r; '.� Mir/, � �' , •, �'H /!' t/Gr;� �'�'C/� i� f" CAI) 6X yA ty (aui/JE 4A1L �vppD T { �.1 `i _ �i► /C �o,c..v �rft •�r ELEVA7-a/:Z FT a1,4 ' SEE 2 iI I 1 -1 /2" =1' -0" ! { ELEVATOR #1 - NEW SHAFT DETAILS °-- 7a ANO Z 5/ r,, /N v, wr- ffy WARREN A',-MINNER Structural & Civil Engineers 1716 OAK STREET BAKERSFIELD CALIF _. _. ORNIA 93301 2 If= V_ fl nON 1/2 1 0 PHONE (805) 324 -9724 FAX (805) 324 -3416 CITY OF BAKERSFIELD DEVELOPMENT SERVICES BLDG NEW ELEVATORS 1715 CHESTER AVENUE BAKERSFIELD, CA 93301 JOB NO. 93_005 DATE 04 -02 -93 SHEET - DRAWN APPROVED CHECKED WAM OF S. E. 863 5 .O O N 1/211=11-011 1 ]�r` 1 - -4,4"e r /Q.iZ S - 9 CLR In/ : WA/ '7- ----(� 3jg "ry�Gtro- � !�%s�-tGfjG LEI/. ;G�i T •�,E,! <��./ . ----- - - -.-_ i t-lILT! �E�F- ��'i. -� 1•�tlfT �1;.' `� �.1 r 1� PARALLEL- SUPPORTS - 6 WELDSI -16' ' T-ye /'v'r5' ..� "I (3 1 5,C a Ai P ICU LAP, SUPI --log 75 - 1 3 SECTION �- l z'x 2D�A /`%FcTAL tD��K��NSLA �eev /f,vv �- l�voFeNc�° �GJ�iE L L /ve,72:� J zZU C--)V7, h r; '.� Mir/, � �' , •, �'H /!' t/Gr;� �'�'C/� i� f" CAI) 6X yA ty (aui/JE 4A1L �vppD T { �.1 `i _ �i► /C �o,c..v �rft •�r ELEVA7-a/:Z FT a1,4 ' SEE 2 iI I 1 -1 /2" =1' -0" ! { ELEVATOR #1 - NEW SHAFT DETAILS °-- 7a ANO Z 5/ r,, /N v, wr- ffy WARREN A',-MINNER Structural & Civil Engineers 1716 OAK STREET BAKERSFIELD CALIF _. _. ORNIA 93301 2 If= V_ fl nON 1/2 1 0 PHONE (805) 324 -9724 FAX (805) 324 -3416 CITY OF BAKERSFIELD DEVELOPMENT SERVICES BLDG NEW ELEVATORS 1715 CHESTER AVENUE BAKERSFIELD, CA 93301 JOB NO. 93_005 DATE 04 -02 -93 SHEET - DRAWN APPROVED CHECKED WAM OF S. E. 863 5 896 y6! q it E i- C-411) A?A­1Z_ 65 ) 4.-A/C. 6 4X �_IA a (69 F-r6r (N):NEW (E):EXISTING Lr 7 -------- 0 r00 e Leo 6V) A1745; rum YP 0,0A)eA-:> it it 41 0 jj , of 12V (r � i fill 112i� 7 ELEVATION o. C 41-Ag k-rek ORmail-noAl & I v ia> Z q kz qe 17 rp. FIFr TD koc,F Aeove �A 7-7- .5,f mn- V (��FM'4 f_/_5 H COAX , if eavc, Al. Obive- 4144 L j _N I i & Z 7 \7 LI L (Al) 28 f \".Li y Kq 3 1 w/oz 0,vc. 1,1444 L/N) le �Z7 69 - 1 1 3 5 /0 7o Q 3rd FLOOR FRAMING PLAN m I w 0, olq,4; 2nd FLOOR FRAMING PLAN "IrH /-S kv/416R, 7ww -7r-yp— 7 5 IZ2 "N z, e rnIo ve 4 k�) (_ 3% r ,cc '9z, 4A5 rg-"*) jCe,Aj.41A1 IQ CAI) 111-0,1 /5 r"Vtrq/Z /47n,_�L,, (e) ati. 4 c Hpz-�-7- ( Al) H 7z j 14 65) 5r M, 47>0-cX ;;l 65) celivc. N it L A_44 4 �1 REwrr�►��- (�.)r�r� /� - -----` � � �..- �,, - Mrc...��ur.� �.1AL�s _ � � i - 5 `' ` � _ �`' � � o, `�' '00r" C 65 COAX- 91-7* /lot �'&,kr IC� 41r-11, L-4- VF (4-C ctJ /I- I- (A/) 4,11e x Z2 (,A/) 4 ge* OWOAVAI ><, L L 4: -(/V) t5 7,0, ORAHIA16, A16-re 5; yrr 'revc" —1 (Al) ROOF FRAMING PLAN 1'r It 4 T_ 2 �A/) 6/-1 (Al) /3M FLOOR FRAMING PLAN 1-7 rX 'N PLOT PLAN 1`11=32,1_011 Z, 9 VA ;ro.,C # (t) r7tc vA rC k OHA F -r 5ee FL,009 A,4F44M/A'6r )OZAAI-6 N (Al) Ay wof_ /U4,4, Fa BASEMENT PLAN P2owcg z_4pp&7_- AT z-ocA-noAl 1:&,-A-. IGO 1'_#P41R k4'770 i�t-Y*rOX 3 #2 - REHAB ELEVATOR SHAFT Av 3A �Wr-IrWl 65) is OV Mv7_r r;e6M,:� V jC 1::�A Ylc� 41vz--, A z 7 94-C, V,4;1,:AZ 4�;W 74-11 rC� Fox 4-00 ELEVATOR #2 REHAB SHAFT PLANS WARREN A, MINN�ER I-1AzLs,, Structural & Civil Engineers A 1716 OAK STREET, BAKERSFIELD, CALIFORNIA 93301 PHONE (805) 324-9724 FAX (805) 324-3416 -4, (A/) irl-6-VA CITY OF BAKERSFIELD DEVELOPMENT SERVICES BLDG NEW ELEVATORS- 1715 CHESTER BAKERSFIELD, CA AVENUE 93301 1-011 JOB NO. 93-005 DATE 04-02-93 SHEET DRAWN KIA APPPr)X/F=n CHECKED WAM OF 5 S. E. 863 396 --.-1 /211=11-011 Wrl-r- 1�egl 42) — /y/© // r 6g tlr-- 14 r /lVOrA—tC (A/) C-x-r 7'YPW Z-ovve—A-.e—z:;- V-,rw-r - S,r'r Aze--1117-ternz few- "A a �Afi A- x 16 &A PEMOL 1:�;H AAir-> —O'x e-.4 wt-re 0 IM t5 ZA-AF TIP. ICT6r of's (A/) !:5 '770 t4. 6 -1 11 11—OVI (N):NEW - (QUISTING SECTION 1/2 k i t,1Aj.L- 14p SA Ct-o i; ITS ecut- - 1-14R Ct�NTA'hGTG�/ -2 � SECTION ce"V6'-5; - 4-A-0 MICTI //o. G. (/V) V> -46 6, V/ A 5) SHAFT EDGE 1-1/2 " =1' -0" C�ROUT /F ri t4A N U, rA 6-rL k- C,4 Z 5 C, RVA a15" ty q -4 ou 7- C/E alVe.4ee 7--1r 7,- (Al) IW2 x iy 5 (N)NA57-A-t ;5) SECTION (; I ( Cf� _ �/y " A4-r4. reiRielIV6, CH/#-,V1/k2. -6 A 5 SECTION ��BEAM CONNECTI -,4 (Al) /V/20� —1 /211=11-011 t thov /-///-7-/ I-IVA A1v6Hc,,c-5- 7,,--- Co,ve. AlAlu, AAYP kjl-;, MOUNTING, ANGLE �'-,v r Al OV, jV i5AoA�1'j:- 1-1 /211=1V-0VI or) l/x <ttttttttttttttttttttttttB ■ 127896 E 2 I I I I I i ----------- 0 ELEG ---------------- CODE, RULES t REGULATIONS ALL WORK AND MATERIALS SMALL GOMPLT WITH THE LATEST REGULATIONS OF THE STATE FIRE MARSHAL, CALIFORNIA CODE OP REGULATIONS, SERVING UTILITT GOMPAHIES AND OTHER APPLICADLE STATE ORDINANCES. NOTHING IN THESE PLANS OR SPECIFICATIONS IS TO DE CONSTRUED AS TO PERMIT WORK HOT CONFORMING TO THESE CODES. WHERE WORK OF A HIGHER DEGREE 15 INDICATED IN THE PLANS OR SPEGIPIGATIONS THIS REQUIREMENT SHALL GOVERN. ELEGTR I GAL KEYNOTES (THIS SWEET ONLY): Q PROVIDC 150/5 FUSED DISGOI1H CT SWITCH FOR THE 25 HP ELEVATOR MOTOR AND CONNECT ELEVATOR CONTROLLER. VOLTAGE IS 200V 50. 0 PROVIDE 20/1 DISCONNECT SWITCH FOR THE 1LEVATOR CAD ELECTRIC AND CONNECT TO GAD DOX. VOLTAGE IS 120V 10. 0 PROVIDE TELEPHONE OUTLET AND ALL REQUIRED CONNECTIONS TO CONTROL PANEL AND TO ELEVATOR CAD, VERIFY ALL REQUIREMENTS WITH ELEVATOR SUPPLIER. ® VERIFT EXACT LOCATION OP REQUIRED DEVICES IN ELEVATOR MACHINE ROOM WITH ELEVATOR EQUIPMENT SUPPLIER, VERIFT AND PROVIDE ALL REQUIRED CONNECTIONS. Q PROVIDE CONVENIENCE OUTLET AND LIGHT FIXTURE IN ELEVATOR PIT WITH SWITCH ADJACENT TO LADDER. VERIfT EXACT LOCATIONS WITH ELEVATOR SUPPLIER. © RUN TO J -DOX IN DASEMENT - 1 /2 "G - 2 #12 + 1 #12 GHD. O RUN I "C PROM TEL OUTLET RACK TO (E) TELEPHONE DACKDOARD. ROUTE AS DIRECTED DT OWNER. O8 1 1 /4 "C - 5 #2 + I #8 GROUND (CU THW). Q9 5/4 "G - 2 #12 + 1 #12 GROUND (CU THW). i 10 RUN FEEDERS INTO JUNCTION DOX (14 ")( 14")(60 MIN.). LOCATE IN DASEMENT NEAR SWITCHDOARD. x(D RUN FEEDERS INTO JUHGT I OM DOX( 10u )e 10" )( 4' MIN.). LOCATE IN DASEMENT NEAR 120V PANEL. I(12 VERIPT EXACT ROUTING OF FEEDERS PROM ELEVATOR MAC41HC ROOM TO DASEMEHT WITH OWNER PRIOR TO DOING ANT WORK. 1 15 45 DOX ON WALL NEXT TO (Z). 14 PROVIDE SURFACE WRAPAROUND "LITHOHIA LD240A" WITH 2-F40 LAMPS. WIRE VIA WALL SWITCH. 15 PROVIDE TWO DUPLEX 120V CONVENIENCE OUTLETS I MACHINE ROOM. CONNECT To 120V CIRCUIT WITH LIGHT FIXTURE. 16 CONNECT TO EXISTING 120V CIRCUIT, VERIFT LOCATION IN FIELD. I POWER PEED TO J -Doxn PROM ELECTRICAL PANELS WILL DE RUN DT OWNER. CORNELIUS ENGINEERING. INC. Consulting Electrical Engineer 918 W. Mein St.- Ph.733 -2671 Visalia. Califgfnle 93291 // l Gerald Cornelius Calif.no.7198 is t7 v VPL- FAC- r Fir M. CaxB � � � - r � ���.:�.���___. ate �� -,_ _ , j ►, -AFL -�"vI� -AL LZ41 F _JZ - -- ------ INSTALLATION REQUIREMENTS ALL- FIF-✓ 151AMFLF-15, Requirements for an approved Installation Include the following: ARE.-ro 1k1eTALLEt7 Openings In floor or wall shall be 1/8' per toot larger than A,5; FET-- --,TA-rr-- J-112-r-- damper dimensions (3116' larger pei toot for stainless). Mini. mum clearance of 1/4' required for any Installation- Sleeve gage shall be at least equal to the gage of the duct as defined by the appropriate SMACNA Duct Construction Stand- ard, as described In NFPA90A, when one or more of the follow- __ ___ Ing Duct Sleeve Connections are used: Plain S Slip, Hemmed S WALL OR PARTITION Slip, Standing S Slip, Reinforced Standing S Slip, Inside Slip MOUNTING Joint, Double S Slip. ANGLE If any other Duct Sleeve Connections are used, the sleeve shall be minimum 16 gage for dampers up to 36'w x 24"h and 14 gage It width exceeds 36' or height exceeds 24'. Mounting angles shall be minimum of 1%1 x 11/21 x 14 gage MOUNTING SLEEVE Duct an bolted, tack welded or screwed to sleeve at maximum spac- ing of 121 and minimum of two connections In each side, DAMPER top and bottom. Mounting angles shall overlap wall a minimum of one Inch on all four sides. Damper shall be bolted, tack welded or screwed to sleeve o DUCT /SLEEVE same spacing as angles. Sleeves shall not extend more than V outside of wall. MOUNTING I, OUNTING ANGLE Furnish and Install, at locations shown on plans, fire dampers constructed and tested In accordance with UL Safety Standard 555. Each fire damper shall have a 1112 hour fire protection rating, 212*F fusible link, and shall Include a UL label in 'accordance with established UL labeling procedures. Damper Manufacturer's literature submitted for approval prior to Installation shall Include comprehensive performance data developed from testing In accordance with AMCA Standard 500 and shall Illustrate pressure drops for all sizes of dampers required at all anticipated air flow rates. Fire dampers shall be equipped for vertical or horizontal Installation as required by the location shown. Fire dampers shall be Installed In wall and floor openings utilizing steel sleeves, angles, other materials, and practices required to provide an Installation equivalent to that utilized by the manufacturer when dampers were tested at UL. Installation shall be In accordance with the damper manufacturer's instructions. Fire dampers shall be Ruskin type IBD. 'FIRE DAMPER ---------- -- - - --1 A 7- bqo. Dais 12-31-` - /OS CHANGE ORDER #1 zjhttl Z Of GHAK6i� OK,VFK *1