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HomeMy WebLinkAbout10145763,6245,7846-47.pdf-----A - 11 - 4 AND FLAS44 isil PLASTI AWSLE FLUOR. Z AT FiO.C. FACE CENTERLINE FDr-. C C14ANW-L FD6. 0 DIAMETER OR ROUND FPRF. I PERPENDICA)LAR FRM. FRAME OR _L PLY Cl) �O PER FRMS. PRAMIN6 % # POUND OR 149-am F.R.P. PLASTIC PAIR �2 t-, CO SWARE F_.V� F19311, I - PRE-C ZI Cl) (0 EXISTIw5 FT. FEET Q) 1,64 FTO. FOOTIN& PROP, PROPERTY (f) to 6 RELOCATED FURR FURRIWS, FT. POINT FUT. FUTURE P.TD1 PAPER TOM:L VISPEN55ER Nt A.B. ANCHOR 13OLT PTN. PARTITION AL. AIR COOITI IW7 OR O.A. 6w 0) to AINIIIIIIIIIII, �J YANIZED OEQ G.T. QUARRI� Tit F Cq C') 05R. QUICK SERVE (b to IZED I Ch RADIUS OR R! RADIUS DRAIN F R 0 V E D TAN&LE T E .ED. HB. HOSE 5188 RF. 5.15. BULLETIN BOARD HOLLON CORE TO 00. 130ARD H.C. RGSTPI RESISTER m0uIc"All I N IS C T 10 -H, HDRI HEADER REINF, REINFORCED OR R15"EINFOR61146 HARDHAW BITUM. ii 11 RwV REWIRED A ""0iXAN'4CAL BLD6511 I kv. KARD 0 Rr-sc. RESILIENT JIMU��l E-- EILK F3RqwMww_ MKC7, BLOCKIWv fie 5CREK 0ATF- HO tIeTAL APPROVED am. 5EW C: P,�� ANA 50T. BOTTO BRO. BEARI f? I"-" T BRz. BRONZE PLANNlfqG 41VISIOIN BTM. BOTTOM LEADER 'r - BTW BETPO-14 MAS F CA& CABINET W�H 'D C.B. CATCH BASIN N. I IwIl. lw�uve OR WLUVEV� X _D CEM. CEMENT i CERAMIC INFORMATION 7?ATP � � t � ��, � " 0 V CER. INFO. SD. IJ:ISER OR STORM DRAIN �77­­�,;� �,SMA C.I. CASTIRON INWL. IW5ULATION SECT. r1j. INT. INTERIOR 54. SHELF SCR. ACTION ri'PE, y, CONTROL JOINT INTER. INTERMEDIATE SHM SHOVeR CIL6. CEIUN57 CLK* CAULKIN65; SHT. SHEET ill fi� L;indscape P.1aw .11­�1�1� . I i � V10, SHTC?. SHEATHIN6 VE:S C-29627 JOIST SHTH6. SHEATHI CLOSET JAK JANITOR R e CA, w SIM. SIMILAR 06-30-05 40 'Olk JOI IN COUMN 5PA. F I R�NEWAL SPEC Fir, N /qATJ KIT. KITCHEN o CONST. So. NN. CONNECTION r-P. KICK PLATE sm D AT E: _(e, Z It! NUOU9 S. T W LAMINATE OR STD. 6 ox I 7 COUNTERSINK OR COUNTERSUNK LAVATORY STI_ or CNM COUNTER LF. LINEAL FEET STM STORA615 CTPI CENTER L61 LON& STRL STRUCTURAL L6TH. LEWITH STRZT. STRICTURAL REVISIONS L.L.V. LOW7 LE& VERTICAL 9619P. WSPENDED ML. DOUBLE LT. L16W SYM. SYMMETRICAL PLANT�TRN,GFI.'4,1,� REV# DATE COMMENTS 0EI;1r. DEPARTMENT LT. Kr. LIONT YlEI&HT 09/13104 Revised Per Plan Check Comments ver. DETAIL LINT. L16HT M6HT SLID. SEE CIVIL DRAHIW-6 wa.- V.F I - 59D. SEE ELECTRICAL ORMIN656 FA L 3= YLJ 7 DIAWNAL r­­ i 2 MAT, ��T_i�iik IN 11 DIAM. DIAMETER F�B.' SEE PLUMSM IMARIM-9�1 DIM. DIMENSION MATL. MATERIAL CONTACTPHONE (714) 667,77()o 015P. DISPENSER MAX, MAXIMUM S.S.D. SEE STRUICTURZAL DRAAW5-5 F SUIWECT TO 0011qj)ffjr)��jtq, p F-, LOW, DK DONN MEDICINE CAaltCr low" 0�0. DOOR OPENIW5 MMH. MECHANICAL TB6. TO BE SPECIFIED �,r *AIr_A MIT. MEDIUM G op dd�[] 900 ffT MEMBRANE m o DR DOOR TEL. TELEPHONE OP DIAIR, DRAVER M". TEMP. TIFI-PERED R A-0 b voyf 08/20104 ISSUED FOR PERMIT 05. DO"45POUT MET. METAL T.O. TOP OF 0016. DRA44IN65 MEU. MEZZANINE T.O.C. TOP OF CONCRETE MFV. MANUFACTURED TIO.C.C. TOP OF CONCRETE WRB MFR. MARPACTURER TD.P. TOP OF PAVEMENT I- EAST MA MANHOLE T.OPL, TOP OF PLATE EA� EACH M K MINIMUM T.0�5. TOP OF STEEL OR TOP OF SHEATHIN6 C I'L MZ MIRROR T.OA TOP OF KALL Ver EWANSION JOINT E.J. F ELI ELEV:ATION MISC. 1-1190. TRD. TREAD are" ELECTRICAL MD. MASOWr OPMIW-V T.B. TOVeL BAR JAN 1 ELEV. ELEVATION OR ELEVATOR t-W. MODULAR TEL. TELEPHONE EMM EMEROE14CY MP, MOISTURE RESISTANT TER. TERRAZZO ENCIL. ENCLOSED OR EW�LO%4;e MTD. MOUNTED T46 TOWAIE 4 6ROOVE CitY Ot Santa Ana EW-P, EISIOINEER MT6. MOUNTIW7 Tw- THICK ENT. ENrRAI4CE M. METAL T.P.D. TOILET PAPER DISPDGER Elp. ELECTRICAL PANEL t-M. MULLION TV. TELEV15ION M. MAL TYP. TYPICAL MIR EWIPMENT K NORTH MT. ESTIMATE OR ESTIMATED Kirl. NOT IN CONTRACT UNF. UNFINISHED C-A.C. ELECTRIC NATER COOLER NO. NIAABER U.O.K UNLMS OTHERKISE NOTED EXP. EXPANSION NOM. NOMINAL UR. URINAL ExST1 EXISTIN& KT.S. NOT TO SCALE EXr. EXTERIOR VENT. VENTILATE OR VM11LATION O.A. OVERALL VERT. VERTICAL FB. FLAT BAR OB5. OBSCURE VEST. VESTIBULE OL. ON CENTER V.FL&. VINYL FLOORIN6 FD, FLOOR DRAIN (0 (0 0 FDN. FOUNDATION OD. OUTSIDE DIAMETER VJKC. VINYL NALL 6OVERIW2 W#L'��H§RE A VENUE F.E. FIRE EXTINOUISHER O.F. 01.11*51DE FACE FM.C. FIRE HOSE CABINET OFF. OFFICE .7 F.H-5. FLAT HEA0 SCREA CPS. OPENIN6_ V4 VIEST NIN& F.HA5. FLAT HEAD MOD SCRPA MTER CLOSET' OVFL. OVERFLON KF. FIN. FINI5+4 OP. OPPOSITE KC. OPI*, Oft w V41TH FIN. FL. FINISH FLOOR OFF. OPPOSITE Vo. VOOD NDE FLAN&E A L §FORN§A FIX FIXIIARE A N TA A NA Fllxra FIXTURE OVRFLH OVERFLOK H4 KATER HEATER WL, I, FLASHINS KP. KATERPROOF FL. wo KITHOVT FLO. r-LOMIN& OR FLAN65E PAR. PAR.ALLB- WIT. KOW POINT FM FLOOR PASS. PASSENOER "456T. KAINSCOT HT. Pefc-MT PERP. KKF. HELPED KW FABRIC 1­'004-0 pe-15 PRE-ENC71NEERM METAL BUILDINO PERPENDICULAR D. P. No. 2 PL. PLATE OR PROPERTY LINE co VICINITY MAP GENERAL NOTES PROJECT INFORMATION SHEETINDEX Im C , _... 1. ALL DEMOLITION, REMODEL AND NEN NORK TO BE IN ACCORDANCE INITH APPLICABLE APN# ---------------------------- - ---------- - -- 402-111-19 EXISTING BUILDING AREA CALCULATIONS ADMINISTRATIVE A STEEL FABRICAT RA I FEDERAL, STATE-, AND LOCAL CODES, PLANS AND SPECIFI( ATIONS. IF THERE 15 A AO COVER SHEET T69815-00 COVER DRAWING CONFLICT AMON6 REFERENCES, PLANSSPECIFICATIONS, OR CODES, THE STRICTEST ZONE ---------------- - -- - ------ - -------------- - ------- M-1 TOTAL BUILDING AREA ------- 13,207 SY - ------ 100% A0.1 BUILDING SECURITY REGULATIONS 2 T69815-01 SPECIFIC ANCHOR BOLT DRAWING STANDARDS SHALL APPLY. IN AD171TION TO LOCAL, AND STATE BUILDINIS7 CODES, GENERALPLAN ------------------- INDUSTRIAL USE OFFICE AREA ------ - ------------- 6,668 SY - -------- 50.6% SITE WORK T69815-02 CROSS SECTION ERECTION DRAWING THE CONTRA( TOR SHALL BE RESPONSIBLE FOR FULLY COMPLYIN6 AITH ALL T69815-03 NOT USED PROJECT LOCATION CURRENT REOUIREMENTS OF THE TITLE 24 CALIFORNIA ACCESSIBILITY, TOTAL LOT SIZE ------ 178,014 S,F, / 4.09 ACRES SHOP AREA ----------------- - ---- - 3,458 SY - -------- 26.1% SDI SITE PLAN T69815-04 ROOF STRUCTURAL FRAMING PLAN 2� ALL CONCRETE SLABS SHALL HAVE A DE516N 5TREN&TH OF 4000 P.5.1. COMPRESSIVE SD2 IT 5TREN6TH AT 25 DAYS. CAR PARKING --- - -------- 48 STANDARD STALLS WASH BAY AREA ................. 1,681 ST, 127% ORM SHALL HAVE A OR REFERENCE ONLY) 2 P E rR. T iD 1E (27 A.J CIVI (F .................................. 3 ACCESSIBLE STALLS 2A. ALL CONCRETE FOOTIN65, PIERS, KALL5 AND MISCELLANEOUS CON 7 E OB16N SMNSTH OF 5000 P.5.1. COMPRES51VE 5TREN(5TH AT 26 PAYS. COVERED AREA .................. 1,400 SY - - ------ 10.6% 1 of 1 0 R P C UR E COVER SHE -I'vii E CH GF�-"J)HNG 2of 2 TOPOGRAPHIC SURVEY g 5. MAINTAIN 16-0" MIN. CLEARANCE AFF TO OVERHEAD OE15Tft(,TION5 IN INORK BA TOTAL CAR PARKING -------------------- 51 STALLS P E F`,', N'NT 4� CO.1 GRADING & DRAINAGE PLAN -Z C' 794(.47 INICLUDIN& SHOP LIGHTIN6. TOTAL TRUCK PARKING ------------- - - 83 STALLS i rs 4, FURNISH AND INSTALL ALL REOUIRED PLUMBIN6, ELECTRICAL, AND MECHANICAL ELECTRICAL I OCC. G,­'UU`,:- SERVICES AND ANY ADDITIONAL ECUIPMENT RELOCA17ED AND/OR MODIFIED E0.11 ELECTRICAL SITE PLAN LANDSCAPE um� tVo, AS REOUIRED FOR OPERATION OF THE FACILITY. CODE DATA NEW BUILDING AREA CALCULATIONS Mli C C)DE EEC,,, N MIN 5. PROVIDE FRo6r PROTECTION FOR THE FOUNDATION AND INTERIOR SLABS. L-1 PLANTING PLAN 01 CODES ------- 2001- CBC, CFC, CMC, CPC & CEC TOTAL BUILDING AREA ----- - 13,707 S.F - ------- 100% Ig -TMr-N BUILDIN6 PERIMETER INALL AND CONORETE b. (:�AULK AND SE�� JOINTS BE L-2 IRRIGATION PLAN APRON To fIREVENT NATER FENETR-ATION TO BASE. MAIN BLDG, OCCUPANCY ------------- B S-1 S-3 Al OFFICE AREA ------------------- - - 6,668 S.F - ----- -- 48,6% L-3 LANDSCAPE DETAILS F, or E) _7 _J� 1. CHE M"i '41 R', MICAL FLOOR HARDENER/5EALER (APPLY TO ALL NEA CONC. FLOOR SURFACE5) 'M MAIN BLDG, CONSTRUCTION TYPE ----- - --- V-N ------------------------ 5,116 S.F - -------- 37.3% BUILDING DRAWINGS ft I Mai SHOP AREA , N�M "M A) APPLY ASHFORD FORMULA BY CUf;VRETE CHEMICAL CO. U5IN(5 MANUFACTURERS M" N ARCHITECTURE DIP -CTION5. FULLY SPRINKLERED - - -------------------------- NO R-I _0 TIRE STORAGE AREA ------------ 500 S.F� --------- 3.7% DEMOLITION FLOOR PLAN AI.0 9HT FIXTURES, OIL 4 6REASE REELS, M15CE-LLANEOUS *pa,t 6 AIJ PROPOSED FLOOR PLAN 8. DISCONNECT AND REMOVE ALL LIC 5 LU5E PIT. FUELING AREA OCCUPANCY -------------------- S-3 EOUIPMENT AND CAP ALL ELECTRICAL AND PLUMBIN LINES TO EX15TINC A1.2 REFLECTED CEILING PLAN ix% g J, 3,g 1 WASH BAY AREA - ---------- -1,423 S.F, 10.4% -%gp. FUELING AREA CONSTRUCTION TYPE ------ 11-N REMOVE ALL O`rHER CONSTRUCTION OF (E) PIT DONN TO A MINIMUM OF 12" BELON A1.3 ENLARGED LOCKER ROOM/RESTROOM - ------------------------ - 2,376 S.F. FUELING AREA gg" EXISTIN6 FINISH SLAB ELEVATION. PLANS, ELEVATIONS & SPECIFICATIONS '100 0"'N' A2.1 BUILDING ELEVATIONS v", M I Z� Z� A3.1 WALL SECTIONS & BUILDING DET FIRE DEPARTMENT NOTES SCOPE OF WORK A3.2 LUBE PIT DETAILS 4i 2 37' ",C7,", R &.FiN! '� J � N �7 � i - R REMOVE (E) LUBE PIT 4 IN5TALL NEN CONCRETE SLAB, 5AVq-CUT (E) A5PHALT PAVIN67 TO PREPARE FOR A 1. FIRE DEPARTMENT FINAL INSPECTION REOUIRED. 50HEOULE ALL INSPECTIONS STRUCTURAL -5100. RELOCATE A55OGIATED LUBE E6VIPMENT (A5 NEEDED) (N) CONCRETE 5LAI3 FOR FUELIN(5 AREA (GANOP'( S1.1 GENERAL NOTES 5,4 -R5) Ni 12 HOURS IN ADVANCE BY CALLIN6 (114) b4l _iR��, RELOGATE (E) TRUC K NASH EGUIPMENT (A5 NEEDED) FABRIGATION FUEL SYSTEM PLAN5, E3( OTHE 'P S2.1 PLANS REMODEL (E) MEN'5 LOCKER ROOM/RE5TROOM TO 13E ­n 4 INSTALL (N) LUBE PIT S3.1 SECTIONS & DETAILS GONVERT (E) GOVERED AREA (FUEL LANE) TO TRUCK S3.2 SECTIONS & DETAILS ACGE5515L.E. PROVIDE AN ACGE551BLE PATH OF KA5H BA'r 4 GON5TRUGT A (N) b4 5.1'. 5TORA(5F ROOM TRAVEL FROM AGGE5515LE PARKIN& TO THE ALTERED 2OR g k"b i 'Ok'a, 500 5.F. 131-06. ADDITION FOR TIRE 5TORArvE MECHANICAL/PLUMBING LEGEND, SCHEDULE & INU It) 4 RE-5TRIPF (E) PARKIN65TALL5 TO PREPARE FOR N V MPO.1 P', 0 "MI w MP1.0 MEC HANICAL/PLUM BING DEMOLITION PLAN ,T-g �n,, �� -,", 43 *Mp A'M NEN ACGE55113LE PARKIN5 5TALL5 IN5TALL (N) IO'NIDE IRR16ATED LAN05CAPE BUFFER g g T"� LINE MP1.1 ADJACENT TO 5OUTHHEST PROPER MECHANICAL/PLUMBING :5!' FLOOR PLAN A MP2.0 FUELING CANOPY PLUMBING PI;,,AN, _V" A ,At, 1* R"IS gl* PROJECT TEAM SEPARATE PERMITS MP3,l DETAILS MP3.2 DETAILS "MOM 7 /1(4/ 0 SY, % 11101,b 111 IN COVER SHEET ARCHITECTURAL STRUCTURAL ENGINEER LANDSCAPE ARCHITECT STEEL FABRICATOR FUELING CANOPY BUILDING PERMIT ELECTRICAL DESIGNERS COLLECTIVE, INC. PEYTON -TOMITA & ASSOCIATES ROYAL OAK DESIGN BUTLER MANUFACTURING COMPANY EO.0 GENERAL & DEMO NOTES, FUEL SYSTEM PERMITS APPLICABLE CODES & STANDA$DS 3732 Mt. Diablo Blvd. Suite 395 954 Town & Country Road 7 La Costa Place 1540 Genessee Street DCI PROJECT NUMBER. A03-015 Lafayette, CA 94549-3637 Orange, CA 92868 Phillips Ranch, CA 91766 Kansas City, MO 64102 E1.0 ELECTRICAL DEMOLITION PLANI"11 TEL. 925) 299-5363 TEL. 7141 245-4930 TEL. (909) 622-2209 TEL. (816) 968-3000 Ell LIGHTING PLAN L FAX 1925) 283-6876 FAX 1714 245-4933 FAX - FAX E1.2 POWER FLOOR PLAN DRAWN:JM CHECKED: JM --- --- --- --- --- --- --- --- Muthana Ibrahim, Project Architect Mark Tomita Sylivia E. Lyons, Landscape Architect Kris Long E1.3 SIGNAL & COMMUNICATION PLAN DATE: 07-01-04 APPROVED: Mil E2.0 FUEL CANOPY ELECTRICAL PLAN CIVIL ENGINEER MECHANICAL/PLUMBING & ELECTRICAL GEOTECHNICAL ENGINEER OWNER E2.1 FUEL ISLAND ELECTRICAL PLAN J SCALE: NONE TMAD ENGINEERS ENGINEERS AGENCY CONTACTS E3.0 DIAGRAMS & SCHEDULES GEOTECHNICAL SOLUTIONS, INC. PENSKE TRUCK LEASING COMPANY E4.0 ELECTRICAL DETAILS 320 N. Halstead Street TMAD ENGINEERS 17935 Sky Park Circle Drive, Suite F 1541 W. Bell De Mar Drive Pasadena, CA 91107 7677 Oakport Street Irvine, CA 92614 Tempe, AZ 85283 CITY OF SANTA ANA FUELING CANOP (FOR REFERENCE ON Y) TEL, 626J 351-8881 Oakland, CA 94621 TEL. J949J 453-0406 TEL, J480) 755-1714 PLANNING & BUILDING AGENCY FAX 16 351-3203 TEL, 51 0J 638-4100 FAX 949 261-0449 FAX 480) 775-4350 20 Civic Center Plaza FC1.I FUELIN C P L N TI N --- --- FAX �510 638-4101 --- --- --- --- Santa Ana, CA 92702 FC1.2 FUELING CANOPY SECTIONS & DETAILS Mr. George Manukian --- --- Abraham S. Botha, P.E. Ed Kress, Facility Project Manager -5800 (Permits & Plan Check Section) FC 1.3 FUELING CANOPY DETAILS Sunil G Patel, Mechanical/Plumbing Engineer TEL. (714)647 AO Rene Tanag, Mech. - Project Manager FAX --- KARDJ�100 A -I O� 'T'O INS op F I A19TI tww LUORESUM F ANEW F 11111117�­ T -P I W�*;Fm IR IP Air, A, 4 IM H M lAtV Ak HAR AIIAIRP _IW ETAL JOW"A'L WI qN ET A!54 lAo AAEAC FIC N CON U-ftenC! P I _ __ =Moo Naseer Ahmed, Electrical Engineer Bill Apple (Planning) (714) 667-2747 Jimmy Soriano, Electrical- Project Manager SHEET NUMBER ---------- ------ ----- i .. CITY OF SANTA ANA - BUILDING SECURITY REGULATIONS P k= S4 Ao`. A �r J ,. M n 0 DIVISION 3. BUILDIN 5ECURITY REWLATION5 5ec. 8-208. Garage -type doors. (a) Garage -type doors, which are either rolling overhead, solid overhead, swinging, sliding, or accordi�5we doors shall conform to the following standards: (1) Wood doors shall have panels a minimum of five -sixteenths (5/16) Inch in thickness with the locking hardware being attached to the support framing. (2) Aluminum doors shall be a minimum thickness of .0215 inches and riveted together a minimum of eighteen (18) inches on center along the outside seams. There shall be a full wldth horizontal beam attached to the main door structure which shall meet the pilot, or pedestrian access, door framing w#th►n three (3) inches of the strike area of the pilot or pedestrian access door. (3) Fiberglass doors shall have panels a minimum of six (6) ounces per square foot from the bottom of the door to a height of seven 0) feet. Panels above seven (t) feet and panels in residential structures have a density of not less than five (5) ounces per square foot. (b) Where sliding or accordion doors are utilized, they shall be equipped with guide tracks which shall be designed so that the door cannot be removed from the track when in the closed and locked position. (c) Doors that exceed sixteen (16) feet in wldth shall have two (2) lock receiving points, one (1) located on each side of the door. Doors not exceeding sixteen (16) feet shall have one (1) lock receiving point placed on either side of the door. A single bolt may be used in the center of the door with the locking point located either in the floor or door frome header. (d) All overhead or swinging doors shall be equipped with slidebolts which shall be capable of utilizing padlocks with a minimum nine -thirty-seconds (41/32) inch shackle. (1) The entire slideboit assembly shall be constructed of case-hardened steel and shall have a frame a minimum of .120 inches in thickness, and a bolt diameter a minimum of one-half (1/2) inch, and shall protrude at least one and one-half (1 1/2) inches Into the receiving guide. (2) 511de bolt assemblies shall be attached to the door with bolts which are nonremovable from the exterior. Rivets shall not be used to attach such assemblies. (e) Padlocks used wlth exterior mounted slide bolts shall have a hardened steel shackle a minimum of nine - thirty -seconds M/32) inch In diameter with heel and toe locking and a minimum five (5) pin tumbler operation. The key shall be nonremovable when in an unlocked position. (f) Doors utilizing a cylinder lock shall have a minimum five (5) pin tumbler operation with the bolt or locking bar extending into the receiving guide a minimum of one (1) inch. (g) Pedestrian access doors contained In garage type doors shall comply to the standards set forth in section 8-21l (b) or (a). (Ord. No. N5-1424, ? 1, b-5-"J8; Ord. No. N5-I'lq4, ? 5, 10-14-85) 5ec. 8-211. 5peclol commercial building provisions. (a) 5winging exterior glass doors, wood or metal doors wlth glass panels, solid wood or metal doors shall be constructed or protected as follows: (electronic sliding doors are prohibited) (1) Wood doors shall be of solid core construction wlth a minimum thickness of one and three -fourths (1 3/4) inches. Hollow metal doors shall be constructed of a minimum equivalent to sixteen (16) U.5. gauge steel and have sufficient reinforcement to maintain the designed thickness of the door when any locking device is installed; such reinforcement being able to restrict coilapsing of the door around the locking device. (2) Except when double cylinder deodbolts are utilized or safety glazing is required by Chapter 54 of the Uniform Building Code, any glazing Installed within forty (40) inches of any door locking mechanism shall be constructed or protected as follows: a. Fully tempered glass or rated burglary resistant glazing; or b. Iron or steel grills of at least one -eighth (1/8) inch mesh secured with nonremovable bolts on the inside of the glazing may be utilized; and framing for iron or steel grills shall be by one (1) inch by one-fourth (1/4) inch fiat metal secured by nonremovable bolts; or c. The glazing shall be covered wlth Iron or steel bars of at least one-half (1/2) inch round or one (1) inch by one-fourth (I x 1/4) inch flat metal, spaced not more than five (5) inches apart and secured with nonremovable bolts. d. Items b. and c. above shall not interfere with the operation of opening windows if such windows are required to be openable by the Uniform Building Code. (b) All swinging exterior doors with the exception of aluminum frame swinging doors shall be equipped as follows: (1) A single or double door shall be equipped with a double or single cylinder deadbolt. The bolt shall have a minimum projection of one (1) inch and be constructed so as to repeal cutting tool attack. The deadbolt shall have an embedment of at least three -fourths (3/4) Inch into the strike receiving the projected bolt. The cylinder shall have a cylinder guard, a minimum of five (5) pin tumblers, and shall be connected to the inner portion of the lock by connecting screws of at least one-fourth (1/4) inch to diameter. All deadbolts will be equipped with a locked indicator. Exposed installation screws on double cylinder deodbolts shall be nonremovable. The provisions of this subsection do not apply where (1) panic hardware Is required, or (2) an equivalent device is approved by the enforcing authority. Locking devices shall be mounted at a height of not less than thirty (30) nor more than forty-four (44) inches above the finished floor. (2) Hinges for outshowing doors shall be equipped with nonremovable hinge pins or a mechanical interlock to preclude removal of the door from the exterior by removing the hinge pins. (5) Whenever a mail slot is located w€thin forty (40) inches of the primary locking device on any exterior door it shall be covered by an interior hood which will discourage manipulation of the primary locking device. (4) 5trikeplates shall be constructed of minimum sixteen (16) U.5. gauge steel, bronze or brass, a minimum of three and one-half (3 1/2) Inches in length and secured to the jamb with screws a minimum of two and one-half (2 1/2) inches in length. (c) All exterior double doors sholl be equipped as follows: (1) The inactive leaf of double doors shall be equipped with automatic releasing metal flushbolts having a minimum embedment of five -eighths (5/8) inch into the header and threshold of the door frame or by panic hardware which contains a minimum of two (2) locking points, one (1) located at the header the other at the threshold of each door. (2) Double doors shall have a full length astragal, constructed of steel a minimum of .125 inch thick which wlli cover the opening between the doors. The astragal shall be a minimum of two (2) inches wlde, and extent a minimum of one (1) inch beyond the edge of the door to which it is attached. The astragal shall be attached to the outside of the active door by means of welding or with nonremovable bolts spaced apart on not more than ten (10) inch centers. (d) Aluminum frame swinging doors shall conform to the following: (1) The jamb on all aluminum frame swinging doors shall be so constructed or protected to withstand one thousand six hundred (1(00) pounds of pressure in both a vertical distance of three (3) inches and a horizontal distance of one (1) inch each side of the strike, so as to prevent violation of the strike. (2) Aluminum frame swinging doors shall be equipped wlth a two -point locking mechanism consisting of deadbolt having a minimum bolt projection of one and one-half (1 1/2) inches, or a hook shaped or similar bolt that engages the strike sufficiently to prevent spreading and a metal automatic releasing threshold bolt having a minimum embedment of five -eighths (5/5) inch Into the floor. The deadbolt lock shall have a minimum of five (5) pin tumblers, and a cylinder guard and shall be equipped with a locked indicator. (a) Panic hardware, whenever required by the Uniform Building Code or Title 24, Gollfornlo Administrative Code, shall be equipped and installed as follows: (1) Panic hardware shall contain a minimum of two (2) locking points on each door, one (1) located at the header, the other at the threshold of the door; or (2) On single doors, panic hardware may have one (1) locking point which is not to be located at either the top or bottom rolls of the door frame. The door shall have an astragal constructed of steel .125 inch thick which shall be attached wlth nonremovable bolts to the outside of the door. The astragal shall extend a minimum of six (6) inches vertically above and below the latch of the panic hardware. The astragal shall be a minimum of two (2) inches wlde and extend a minimum of one (1) inch beyond the edge of the door to which it is attached. (5) Double doors containing panic hardware sholl have a full length astragal constructed of steel, attached to the doors at their meeting point which will close the opening between them, but not interfere with the operation of either door. (f) Installation and construction of frames and jambs for exterior swinging doors shall be as follows: g de (1) Door jambs shall be instal led with sol id backing in such a manner that no voids exist between the strike side of the jamb and the frame opening for a vertical distance of six (6) inches each side of the strike. Finger joints are prohibited. (2) In wood framing, horizontal blocking shall be placed between studs at door lock height for three (3) stud spaces each side of the door openings. Trimmers shall be full length from the heads to the floor with solid backing against sole plates. (g) In multiple occupancy office buildings all entrance doors to individual office suites shall meet the construction and locking require (h) In multiple occupancy buildings, in t a e a se ceiling but shall continue to the re roof. (1) Exterior transoms or windows shall be deemed accessible If less than twelve (12) feet above ground or adjacent to any pedestrian walkway. Accessible windows and transoms having a pane or opening exceeding ninety-six (ab) square inches, wlth the smallest dimension exceeding six (6) inches, and not visible from a public or private thoroughfare shall be protected in the following manner: (1) Fully tempered glass or burglary resistant glazing; or 2 The foci win win barriers m u but shall be secured wlth its which are () e o g dow ba a may be used cu bolts, nonremovable from the exterior: s shal a. Interior or exterior steel or Iron bars of at least one-half (1/2) inch round or one by one - quarter (I x 1/4) inch flat metal spaced not more than five (5) inches apart and securely fastened; or b. Interior or exterior Iron or steel grills of at least one -eighth (118) inch metal wlth not more than a two (2) inch mesh and securely fastened. (3) The protective bars or grills shall not interfere wlth the operation of opening windows if such windows are required to be openable by the Uniform Building Code. (j) Roof openings shall be equipped as follows: (1) All skylights on the roof of any building or premises used for business purposes shall be provided with: a. Rated burglary resistant glazing; or b. Iron or steel bars of at least one-half (1/2) inch round or one by one-fourth (I x 1/4) Inch flat metal spaced not more than five (5) inches on center to cross the narrowest dimension of the opening being covered. If the narrowest dimension of that opening exceeds eighteen (V inches, cross members shall be welded into place, not more than eighteen (18) inches apart beginning with a cross member at the center of the opening. Cross members shall be welded to each and every bar it crosses. The entire bar assembly shall be mounted inside the skylight and shall be attached to the building structure by means of machine bolts spaced not more than sixteen (16) inches apart or attached by means of an equivalent method approved by the enforcing authority; or c. A steel or Iron grill of at least one -eighth (115) inch metal with a maximum two (2) inch mesh mounted Inside the skylight and secured by bolts which are nonremovable from the exterior. d. These requirements do not apply on any structure with a height of thirty-five (35) feet or more where there is no readily available roof access as determined by the enforcing authority. (2) All hatchway openings on the roof or any building or premises used for business purposes shall be secured as follows: a. If the hatchway is of wooden material, It shall be covered on the inside with at least sixteen (€6) U.5. gauge sheet steel, or its equivalent, attached with screws. b. The hatchway shall be secured from the inside with a slide bar or side bolts which are attached by nonremovable bolts. c. Outside hinges on all hatchway openings shall be provided with nonremovable pins when using pin- type hinges. (3) All air duct or air vent openings exceeding ninety-six ((46) square inches on the roof or exterior walls of any commercial building shall be secured by covering some with either of the following: a. iron or steel bars of at least one-half (1/2) inch round or one by one-fourth (I x 1/4) inch flat metal spaced no more than five (5) inches apart and securely fastened; or b. Iron or steel grills of at least one -eighth (1/8) Inch metal with a maximum two (2) inch mesh and securely fastened. c. If the barrier is on the outside, it shall be secured with bolts which are nonremovable from the exterior. d. The above must not interfere with venting requirements, creating potentially hazardous conditions to health and safety, or conflict with the provisions of the Uniform Building Code or Title Icl, California Administrative Code. (k) Permanently affixed ladders leading to roofs shall be fully enclosed with sheet metal to a height of ten (10) feet. This covering shall be locked against the ladder with a case hardened hasp, secured with nonremovable screws or bolts and a padlock with a minimum three --eighth (3/8) Inch hardened steel shackle, locking at both heel and toe, and a minimum five (5) pin tumbler operation with nonremovable key when in an unlocked position. Hinges on the cover wlll be provided with nonremovable pins when using pin - type hinges. (1) A building located within eight (8) feet of utility poles, trees or similar structures which allow access to the building's roof, windows or other openings shall have such access area barricaded or fenced with materials to deter human climbing. (m) The following standards for lighting and address markings shall apply to commercial buildings: (1) The address number of every commercial building shall be located and displayed so that it shall be easily visible from the street. The numerals in these numbers shall be no less than six (6) Inches In height and be of a color contrasting to the background. In addition, any business which affords vehicular access to the rear through any driveway, alleyway or parking lot shall also display the some numbers on the rear of the building. (2) All exterior doors shall be equipped with a lighting device which shall provide a minimum maintained one (1) footcandle of light at ground level during hours of darkness. Lighting devices shall be protected by vandal resistant covers. (3) All parking lots, and access thereto, providing more than ten (10) parking spaces and for use by the general public, shall be provided with a minimum maintained one (1) footcandle of light on the parking surface from dusk until the termination of business every operating day. At all other hours of darkness, a minimum maintained .25 footcandies of light shall be provided at ground level. (4) Exterior lighting shall not shine away from subject property. (n) interior night lighting shall be maintained in those areas that are visible from the street (ground floors only). (o) All exterior block wall fencing shall have intervals providing visibility corridors which v4lll allow visibility of the Interior from outside the wall, and these visibility corridors shall be placed at regular intervals. This applies only to block walls visible from the street. (p) Passenger elevators, the interiors of which are not completely visible when the car door(s) is open, shall have mirrors so placed as to make visible the whole of the elevator Interior to prospective passengers outside the elevator. (q) When access to or within a commercial complex is unduly difficu#t because of secured openings or where immediate access is necessary for life saving or fire fighting purposes, a key override is to be installed in an accessible location. The key override shall be mastered to both the fire department and police department keys. (r) Any structure four (4) stories in height or greater will have a repeater installed In its roof. (s) Establishments having specific type inventories shall be protected by the following alarm service: (1) 51lent alarm system with a central station hook-up and required twenty -four-hour supervised service: a. Jewelry store --Manufacturing, wholesale or retail. b. Any establishment manufacturing, storing or selling firearms and ammunition. c. Establishments selling or storing wholesale liquor, tobacco or drugs. d. Facilities selling or storing furs. e. Precious metal storage facilities. f. Banks, savings and loan institutions and credit unions. (2) 511ent alarm system not requiring a central station hookup or supervised service: a. Liquor stores. b. Pawnshops. c. Establishments manufacturing, storing or selling electronic equipment. d. Establishments dealing in coins and stamps. e. Establishments manufacturing, storing or selling industrial tool supplies. f. Establishments manufacturing, storing or selling cameras. (3) Local or audible alarm system: a. Antique dealers. b. Art galleries. c. 5ervice stations. d. Food markets. (4) Nothing in this subsection shall preclude the use of an alarm system providing a higher level of security than that which is required. (Ord. No. N5-1424, ? 1, 6--5-18; Ord No. N5-1502, ? 1, 10-1-1(1; Ord. No. N5-I 1c14, ? 1, 10-14-85) O mLO NL. N b N v ' y CU C) //'�: to C ; • v�' as Qi CIa `i3 5 E— p. A c rr 08_30....(j.. ,. �j RENEWAL =Y �� DATE REVISIONS REV# DATE COMMENTS 1 t09/13104 Revised Per Plan Check Comments t,1 12/07/04 Revised Per Plan Check Comments 08/20/04 ISSUED FOR PERMIT 40 15 p ar..r F �v 4-- ()40 C_ 4— ciAM a WL I CITY OF SANTA ANA - BLDG, SECURITY REGULATION, SEC. 8-211. SPECIAL COMMERCIAL BLDG. PROVISION FF = 110.'727/,)j it r Colic T ASPHALT Mly 14\7 -l-71 T CENTER LINE WILSHIRE AVENUE :r D = 31'13'56" OF STREET T = = 88.00 24.60, (60' PUBLIC R/W) ASPHAL R AI` ASPHALT iL EX15TING, 40'-0" 1 DRIVEWAY TO REMAIN N 6q* 55' 01" E BUILDIN A p- SETBACK TYP / D = 9WO SSM H, T = 54A, yt,4 . . 9 wtv -�, H" PA 11 _,�_fty 5 act* 551 oil, y'l 65.27 -4- PLMNTEId GP,R - 50.100 L 83*62' DRW ------ J, RE P AC 51 SIMH S FARKI N,�TL.\3r5Taa6 SALLS ABF PPNNEP4 ACCEtilVOLE '81301, 3 S"I'ALL's It', 1 10' SS EASEMENT TH Or- TRAN FRO ACCESS AISLE GR ASS ;ZA TO I I , ' 7, `77 (E) STANDARD ­11 1 I ACCE5515LE P AS� H A' E3UILDIN& BUILOIN� FN1,RANCf� PAR' IN6 SPACES EXCEED ZXCE D 5%___ E 61 2 1 qRA TO REMAIN (E) 6-0" 1416H SLOPEIN XTITISI OF ASPHALI GI, y EXISTING STANDARD SS ASEMENT _P ­7 E"4 PARKING, � AGES MASONRY WALL TRAVEL OR % OR055!kLOPE 2 S STAL�S i nr T' C11-011 TO REMAIN 4 V4 ACZESGIBLE PARKIN& TO RFMAI� LIT STALL PV ACCESS AISLE 1 r4, p AA DETE KNINC-6 EXISTING? LAND50APINC, (TYP) RE-4 TRIFE ASPHALT q1_011 DOMES) ExlSrll,* PARKIN& 65/502 6 S ALLS EXISTING, DECORATIVE Typ. IN 1+ 15 AREA .... ... vrySIDENALK (TYP) 7 Cl--7-77 7 --- 11 ST 5,LLS Z N W2 z 55 0 14 GR S 2 STALLS MP ONUP .. [,qp NE CESSIBLE RA� ACCESSIBLE ROUTE 1 1 0 GRAs sicN (Ty0. of 2) AGGE55Ii3L LINE INDIC ?IES �t PAI GRAB 1 1 f=PATH OF 24'-Ott- FTyp. 4- z 0 0 -Z ASPHALT Q0 EX1.15TIN6 TRUCK (A TO REMAIN LIJ ONE -HOUR FIRE -RATED HALL (OCCUPANCY 5EPA RATION) PER 656 SECTION 302.3 ASPHALT r:2 AZI JIF S1801'1�4411 Vv' ASPHALT OF TRA� (TYP) z� lltL (E) 6-0" H16H MASONRY HALL TO REMAIN PA It ASSUMED PROPERTY LINEE A2. TRAVEL 19:ZOM A(;CE6N16ffff­_'_' I PA PARK � TO,ALTEREO AREA•r/ 1; AL, GPASS I r IE:) TRA54 ENCLOSURE T3. 544ALL 5ECO D, A I SEE VTL.jI4/SD2 (E) 6-0" HIGH (E) OFFIC 4N EA PA MA5ONR`r HALL i _J (56 S.F. UPANt-,Y- B IV , TO REMAIN Ap F CONST- \/-N P 'A SPEED Bu"V' 2N F, ET ALI 2000 1-. WiL, AME, (E) UTILI D-1 A z ASEMEN �z CONCRETE BUILD, a 6 FF 105.71' Zp'iALT z J _7 SPHALT f w 1�,-> 4b CE)'j iI IL < U11 W NOT ICONTRA I.0 _10 - METAL BUILDING o t z _FF fL 5.5. EASEMENT 5 IL (N) $ (E) BHOF AREA A2.1 loll-011 HID /A 5,116 S.F., OCCUPANCY- 5-3 ASPHALT EILD6. SETBACK 8 PA TYPE Of: CON5T. V-N K" SEE SHEET ALI D K/ r/ RD - - _ `B 1Cty 31 V, (E) 1,200 &ALLON UNDERGROUND 5AND/6REA5E INTERCEPTOR SI/ FF 105.70' P 81 0\1ERED AREA (CONVERT TO HASH f3A*,r) {NI WASH BAY DRAIN 1,423 S.F., OCCUPANCY: 5 TO (E) 1,20<) GALLON 5A1ND/6REA5E FF = 105,61' INTERCEPTOR PRIOR TO IFINAL SEE SHEET ALL 1 OISCHAR61! INTO THE SEIWER SYSTEM U., 7 LLL (N) q -1 11 x 55' TIRE ��TbRA(5E - tr. .5-1 A 500 S.F., (XCUPANG)1z TYPE OF (;ON5TRUCTIbN. V _Iq KFF 20' mH iv OMH PA OW, (E) UNDERGROUND TANKS To REMAIN I I A2.!, F 4) CANOPY ALL EXTEND OVER BEYOND THE NO. PAVED FUEL V15PENSIN67 AREA ASPHALT Z PAVED AREAS AVJAC TO FUEL DISPENSING, AREA ALL BE . ...... AREA 90 THAT M CONC. GRA 6RADE N l WATER TOG 103.3, A2.1 SLAB SHALL CONCRI IN. OF 61-6" WILL PLOW OVER IT (TYP.: EXTEND IN IRECTION ..... . . _J dT FROM THE M or - EACH FUEL 01 NSER (N) 54' X 4 4' FUEL'CANOPY TYPE OF TION! II-N k�UNURE T-- GUTTER (UNDER 17E PP MIT) 0" TYF, 24� Z x, ASPHALT ASPHALT 441-011 122'-qn T i ASPHALT L 7, RELOCATE (E) 20' 011 6 FIRE LANE STRIPING, N RELOCATE (E) GONG. WHEEL STOPS (TYP), SEE OTL. 8/5D2 I i k PA ASPHALT NEW 10'YiIDE LANEr-/-AM < WIFFER, SEE LANDSCAPE V1046, ANEW EDSE OF ASPHALT PAVIN6 (TYP) N,\< EXISTIN& TRUCK PARKING E12 OF (E) GONG. TO REMAIN INACO 5104ALE (TYP) ti ASPHALT _2 Y PA C) P A �V, x z z 0 P14AL Cl)</ 11"N PA (E) LANDSCAPE- AREA 4, ASPHAL NEW 10'"VE LANDSCAPE BUFFER, -Z5 SEE LANDSCAPE ON&. ASI"HALI CONC NEW E-06E OF A P N ASPHALT PAWING? (TYP) ZZ --ASPHAL FLAT ROOF 41 Ri "Nv "6J9.10, "K 1 16,6"), 1N'. , y.-E X, YNIV. 92,00 FROFCSr=� 51 Tr= FL.AN SMH 56ALE- 1" 30'-0" IQ/ /ASPHALT -------- --- - ------- &ENERAL NOTE.,?" 1. ALL 51(5NA(5E FOR THE PROJECT WILL REQUIRE SEPARATE APPLICATIONS, PERMIT5 AND APPROVAL5. 2. ALL NEW ROOF AGCE55E5, IF REQUIRED, HILL BE PROVIDED FROM THE INTERIOR OF THE BUILDING. 3. THERE WILL BE NO EXPO5E1? VOHN5POUT5,5GUPPER DRAINS, ELECTRICAL CONDUIT OR MECHANICAL LINE5 ON THE BUILDING. 4. ELECTRICAL AND MECHANICAL ENCLO5URE5 WILL BE CONTAINED WITHIN THE REGULAR FOOTPRINT OF THE BUILDING. 5. DRAINAGE WILL NOT FLOW ACR055 PEDE5TRIAN WALKWAYS. (9. PROJECT APPROVAL 155UBJECT TO DEVELOPMENT AND PERMIT FEES IN EFFECT AT THE TIME OF PERMIT I55UAK61E. 1. ALL NEW ROOF -MOUNTED MECHANICAL EQUIPMENT OR GHAN6E OUT5 OF EX15TIN(5 EQUIPMENT 5HALL BE SCREENED BY THE BUILDING PARAPET 50 THAT IT WILL NOT 5EEN BY THE PUBLIC. b. GON5TRJJCTION PLANS 5HALL COMPLY WITH THE C56 FIGURE NO'5, 115-IA THROUGH 115-40. (WHERE APPLICABLE) ci. ALL EX15TIN(5 4 PROP05ED PERMANENT FLOOR5 OR LANDINC75 5HALL NOT BE MORE THAN ONE-HALF INCH (1/2") BELOW THE THRE5HOLD ON EACH 51PE OF AN EXIT DOOR PER 650 5ECTION 11335.2.4. 10. ALL EX15TIN(5 4 PROP05ED 6ON5TRUCTION5HALL COMPLY WITH 013C CHAPTER 115, ADA, CBC 5ECTIONS 21-1,1005.1,11025,10033.2,11335.1 4 115513.6.2 PRIOR To 5USMITTIN6 THE DRAWINGS FOR PLAN CHECK. (WHERE APPLIGABLE) 11, ALL NEW IMPERVIOU5 AREA5 5HALL BE DESIGNED TO INCORPORATE "51TE DESIGN" BMP'5. ALLCNA5LE: 5UILDINC7 AREA CALCS PER TABLE 5-5, GB6 2001 ALLOWABLE FLOOR APT --A (13 / 5-1 / 5-3) = 8,000 5.F. THREE 51DE 5EPARATION: (101 - 20) X 2.5% = 202% > 100% 8,000 5.F. x 2 = 16,000 5.F. ACTUAL BUILDING W ADDITION = 13,101 13,2701 = 085 < 1(0,000 30 0 30 60 601% FEET GRAPHIC SCALE: V= X-O" Z. ca LIZ 01) AR ra Lp tu 4 CM 014 t< cii 06- 50-05 RENEWAL D REVISIONS REV# DATE COMMENTS Z_1� 09113/04 Revised Per Plan Check Comments A) 12107/04 Revised Per Plan Check Comments 08/20104 ISSUED FOR PERMIT SITE DEVELOPMENT PLAN DCI PROJECT NUMBER: A03-015 DRAWN:JM CHECKED: JM DATE: 09/09103 APPROVED: MI SCALE: AS NOTED i SHEET NUMBER VAN ACZE5515LE PARKING 516K PROVIDE AN ACCESSIBLE PATH OF (E) AC-CE-56113LE PATH OF A CLEAR AND LEVEL LANDING TRAVEL 516N, SEE DTL. 4/502 TRAVEL 516N TO REMAIN TYP. AT TOP OF RAMP, MAX. SLOPE 2% IN ANY DIRECTION �M �-'. ACCES51BLE RAMP, PROVIDE -011 I N L r6 (01-011 DETECTABLE HARNING5, (T�UDTLTED DOME-5) AT RAMP GLR. SFACE PER ADA SEC. 4�242, TYP. PzIA S. 613/5D2 METAL ROOF SYSTEM, (E) CONC, SLAB PAINT COLOR: "SAND"- Note!5 (IGI# 4205-0500) BORDER GROOVE AT TOP 4 kiAX.5LOPF- Up 3ORr UP 4 -��l 8.35% MAX. SLOPE (E) MA50NRY HALL STEEL FRAMING, PAINT COLOR: OSANO"- 9IDE5 OF RAMP (TYP), SEE Q 1. FOR EXACT HANDICAP PARKING (IGI# 4208-0500) DTL. A BELOW . . . LOCATION SEE SITE PLAN. 2. PARKING SPACE AND ACCESS FLUSH AISLES, SHALL BE LEVEL PV WIRFACE, SLOPE5HALL NOT (E) SOLID MTL. (E) MASONRY HALL EXCEED 2% IN ANY DIRECTION. 101-01, GATE, TYP. OF 2 F 3. LOCATE PARKING50 THAT A NEW31,xvl>�W (E) SOLID METAL HANDICAPPED PERSON 15 NOT REQUIRED TO WALK OR WHEEL T.5. STUB POST, TYP. OF 4 OATE, TYP. OF 2 LOR- "SAND"- PAINT DOLOR:' 4LONG CONCRETE BEHIND OTHER PARKED GARS TO GET To STORE ENTRANCE. EM (161# 4205-0300) WHEEL SEE DTL. -I/5D2 4. PATH OF TRAVEL FROM THE ACCESSIBLE PARKING SPACE TO 1�45 4" P41DE PAINTED THE BUILDING ENTRANCE SHALL NOT EXCEED 2% SLOPE IN ANY WHITE STRIPES, 2 DIRECTION. GOATS RE61UIRED (TYP) FLAN A— FAST ELEVATION WITHIN THE ACCES5113LE PARKING STALL, PAINT 17- NOT USED THE PqORD5 "NO PARKING"- IN 12" HIGH LETTERS (MIN) L (E) RAMP -C .5XL 3i it NO EVC-A-E OF LANDSCAPE F PLANTER LINE OF MTL. SLOPE ROOF METAL ROOF SYSTEM, PAINT "5AND`✓ ARKING In ROOF ABOVE 1/4" FT. COLOR- - (IGI# 4206-0500) DETECTABLE WARNINGS ry MTL. FRAMING a 24" O.G. (MAX) STEEL FRAMING, PAINT GOLOR: SAND"- (IGI# 4208-OWO) 2 (TRUNCATED DOMES) PER ADA SEC. 4.2q.2, Lip SEE DTL. 65/5D2 . T-O" PARKINC7 LINE OF MA50NRY WALL BELOW (tr MASONRY WALL STALL (TYP) no @ 0 1211 TYP. @ 4 4 Y2112-34- 0.45" t APARTAT TOP � GHANNEL5 OA" T)I?IQ-AL ELAN AT EL66E FRAM INS FLAN 5— SOUTH ELEVATION 4 ==��TAPERED EDGE WHERE EXPOSED SPROOVE PSTAIL TYPICAL gQj1QN A —A A NO SCALE �VM T �M7C o T�A 5 �LF- �^A 9 �Nl N �S--s S B NO SCALE NOT USED TRASH ENCLOSURE PLANS & ELEVATIONS ACCESSIBLE PARKING STALL T.S. POST, T.5. POST, PER PLAN PER PLAN MASONRY WALL, CONTINUOUS CLEAT PV Unauthorized vehicles parked in designated accessible MASONRY WALL BELOW BELOW #12 * 161 O.C. (TYP) DOME TOP OF CONC. FILL 2 1/2" 2 5/4" 2 1/2 spaces not displaying distinguishing placards or XV PLATE YW PLATE #6 6ALV. !SCREW W NEOPRENE KA5HM @ 12" O.C. MAX. FIELD PAINT I P MIN. LETTER HEIGHT licences plates Issued for persons with disabilities may • END OF WALL METAL ROOF SYSTEM, INSTALL PER MANUF. RECOMMENDATION be towed away expenseat owner. H41TE LETTERS Towed vehicles may be #12 iSLAV, SCREW N/ NEOPRENE EACH reaimed a !W'4) ANCHOR H/ WASHER @ JOIST STANDARDBLUE 0 or by telephone at BACKGROI)ND S/ei "(P ANCHOR1_1'P. 1 EPDXY ADHESIVE, 5" EMBEDMENT — — — — 6005162-54 a 2411 O.C. (GALVANIZED OR PAINTED) UZIGHT $TEEL PIPE CONC. FILLED 2D 5WARE I/V EPDXY ADHESIVE,it 5" EMBEDMENT is (2 TOTAL) Af-\ +6qO` (MIN) CHANNEL, PER PLAN ,KIN(5 METALST110 BAC LU (MU$T 5E PLUMED 1/2' ISOLATION JOINT (2) #3 BARS 1511 &ALVANIZED sst STEEL PIPE (,Z TOTAL) cis 55UM PIPE 4 CM. SLAB FINISHED C-P-NVE A 20 &A. 6SM CLOSURE, CONTINUOUS AROUND T.E. S! SECTION OR YARD SURFACE, X SEE SITE PLAN ROOF, PAINT TO MATCH ROOF (E) +6'-0' T.S. STUB POST, PER PLAN K N.T.5. CHANNEL, PER PLAN 0 CONC. GAP COMPACTOR FILL -011 777<777<7- /R/ 14 PROVIDE 3i(6" CAP (0 MA5ON1;,Y HALL PAINT PERM TER OF tt1EM13EDDED PIPE WITH //�`!/� � � ; '��/\ PLATE a POST 51TUMASTIC 4 i%/j%\/ 4 TYP. FOWATION CENTERED ON PIPE 12"40 CONCRETE F0O`nWzP 4 5/5" HOLE t (2) #3 BARS x 18" A < CHANNEL, PER PLAN U TRASH ENCLOSURE FRAMING DETAILS TRASH ENCLOSURE ROOF SECTION PIPE BOLLARD ACCESSIBLE PARKING WARNING SIGN V V-0" V 11-01� V 11-01, M SAW -CUT 4 REMOVE TH15 AREA OF (E) DECORATIVE 51DEKALK t REPLACE W NEW DECORATIVE SIDEWALK TO MATCH RESERVED (E), NEW SIDEWALK SHALL NOT EXCEED 2% SLOPE CROSS, SLOPE CA 10 50. INCHES, MIN. 516N PARKING (E) CONCRETE CURB 4 GUTTER TO RE -MAIN (TYP) ON BE IMPRESSIONS WHITE 5AC—KC7ROUN0 BLUE SYMBOL 4�, OUTLINE 2#5x7'-6" 1/2- 4 0 EME 00 c EsSIBL 2" SQUARE GALVANIZED STEEL PIPE T PAINTED WHITE LINE-5 Z ON BLUE BACKGROUNDHOLE L 9,90OF 9P CONC. X 2'-6' LONG WHEEL STOP STEEL RODS L G FINISHED GRADE OR,YARD SURFACE, > SEE SITE PLAN T-- (E) 3—REQ. TION WALKWAY K Y WALKWAY FOR TRUCKS /�/\�jf\ r: �X 1 4 0 LANDSCAPING (r-) CONCRETE WALKWAY ADJUST SLOPE AS NEEDED TO \�jit�// ( } ���/%J MEET (W SIDEWALK FINISH 4-011 (PLL15w. 3/4-0 HOLE d z 12"0 CONCRETE FOOTING (E) LAN05CAPIN& WHEEL STOPS SHALL BE PLACED 5' FROM BACK OF PARKING SPACE, OR AS DIRECTED BY PROJECT ENGINEER. U A 4 (r-) DECORATIVE SIDEWALK (TYP) DECORATIVE SIDEWALK DETAIL 12 ACCESSIBLE SYMBOL CONCRETE TRUCK BUMPER VAN ACCESSIBLE PARKING SIGN —V-0- —7/v = V, = 11-11 = 40-7 rZ CO tar -11-1 :5 cn (0 to Q) It O Q� "IS11 a, C\1j i� zjt in -Z-3 V) Q �R CZ 4-4 to ids "M to I k IV) -M_j col, RENEWAL DATE < j/41 --� r-111111 REVISIONS REV# DATE COMMENTS /,\ 09113104 Revised Per Plan Check Comments A2 12/07104 Revised Per Plan Check Comments 08120104 ISSUED FOR PERMIT 40 l W SITE DETAILS DC1 PROJECT NUMBER: A03-015 DRAWN: RR CHECKED: JM DATE: 7-16-04 APPROVED: MI SCALE: AS SHOWN SHEET NUMBER TI rY NOTES SaJPNFY AN S T! N DfIZ A W1 N C- :�� 7' T S OR mAK- NC�� ',""JARA Ai J U IN THE ARF,A, - '12 I "'IF j q, I - ' ' -' - I - -, ',, i � -WN AiE ti T LXA�, D i CA UQ.AL 1 CPTI!Y 1: DiUy AR I J., Y HAS fqf s. YSICAL LY 174 This M'P, ip 'POP I M st I H as�l 0 c0p, "Cel by, S t .1 Ill iiiiiii'millilill loll 'I I DEVI ............................... .......................... ij Es OWN" ffftcy xf -1 'if rf (J VJ. A ......... "k I laic SRI UN CL 61 Lc? ly LU C3 j, fffAll 2001 CALIFORNIA BUILDING CODE 1101C 1105C A Chapter 11C [For DSAIAC] C L A L STANDARDS FOR CARD READERS AT GASOLINE C L L A -A FUEL DISPENSING FACILITIES C L ,*," A L C L L C A L L C SECTION 1101C- CARD -READER L A DISPENSING EQUIPMENT 2.1 Remodeling or reconstruction includes removal and re- A L c L c A L L A L L C L A placementofone ormore islands and associatedpil , iin� C L L C 1101C.1 General. Notwithstanding other requirements in the L A and tank(s); or A L c L A L LC L A California Building Code (CBC), only the requirements and addi- 2.2 Remodeling includes reconstruction or removal and re- c L A C tional definitions in this section shall apply to card L L A -reading de- in placement of fuel islands at that A L C L A L L C vices motor vehicle fuel facilities, except that administrative L A requirements standing pedestal card readers. C L A L L C . which are found in Chapter I still apply. C L L A L c For purposes of this section, the following additional defini- L A L C SECTION 1103C - NUMBER OFACCESSIBLE A L C A L L tions shall apply: A L CARD -READING DEVICES REQUIRED C L A L L C L A ACCESSIBLE. See Chapter 11A, Section 1102A.1-A and L C L A Chapter 11B, Section 11 02B. "ere only one card -reading device is installed use with any C L r A L C L A L C type of motorfiiel, it shall meet the required of this 6'7eC- L C L L A L C ACCESSIBLE ELEMENT See Chapter 2, Section 202-A. lion. When more than one card -reading location is available a A L C L L A L C LA ALTERNATE CARDREADER shall be defined in this section specific type of motor fuel, a minimum of two for that type shall have the accessible features of this section. A L C L A L L A C L as functionally equal card reader and control directly attached to C L A L L C AC L or an integralpart of the dispenser in addition to theprimary L C L A card reader which is in integral part of the dispenser. SECTION 1104C REQUIRED FEATURES L A A L C L ID L C L A L C FREE-STANDING PEDESTAL is a card -reading device Card -reading devices at motor vehicle fuel facilities shall be A L C L A L 4 L A which controls one or more remote f L C fuel dispensers that have no accessible by complying with only the following. C L A L L A card reader as an integralpart of the fuel dispenser L C 1. The highest operablepart o each rims or alternate card C L A L C L L A L C GRADE. See Chapter 2, Section 208-G. readershall beno more than 54 inches (1372 mm) measured from A L C L L A L C the base of the fuel dispenser. "ere card readers are located on A L L A INTERNATIONAL SYMBOL OF ACCESSIBILITY See L C Chapter fi-ee-standing pedestals, the card -reading control function shall C L j A L C, L LJ1 L A 11A, Section 1102A.9-land Chapter 11B, Section 1102B. be no more than 54 inches (1372 mm) above an accessible level A L M,; L C L A L C LEVELACCESSIBLEAREAjor thepurposes ofthis section, area which is served by an accessible path of travel. C L A L C L L A A L C all mean a slope of not more than 2 percent in front of the dis- EXCEPTION: Ifan enforcing agency requiresthatfiteldispensers A L J C L L A pensing device; however, the slope may extend to 5 percent where L C A the enforcing authority determines that, due orcard-readingdevices beplaced in a manner where thecard-rea ding device exceeds the requirements described herein, the p rovisiom'. of A L C L A L LL C to unusual site condi- L A tions, the 2 percent gradient is not obtainable. L C Section 1104C do not apply. Any enforcing agency havingiurisdicv'on over retail fueling facilities may not require islands or impose oMer C L A L C L L A L c LEVEL AREA. See Chapter 11A, Section 1102A.12-L and L A L C Chapter 11B, Section 1102B. regulations which conflict with this section, unless the agency _ dou_ ments and the specific necessity for such a rule or ordinance A L C L V, A L A L L C and with the requirements offlealth andSafety CodeSection 18941 C A L L A L PATH OF TRAVEL shall include the clearance requirements L C A L stated in Chapter 11B for Wheelchair Passage Width, and Rela . 2. An accessible path of travel shall beprovided to the base r C L A L CA LL L C tionshi L A p of Maneuvering Clearances to Wheelchair Spaces, ex- all fuel dispensers required to meet the provisions of this section. C L A L L C cept that pump nozzles and hoses may overlap required LA Such el mounted the accessible levelarea. C L A L C clearances. L A 3. An accessible level area shall beprovided which is minimal- A L C L A L L C L A RECOMMEND. See Chapter 2, Section 219-R. L C ly 30 inches by 48 inches (762 mm by 1219 mm) level and clear. C L A L L A L c TYPE OF MOTOR FUEL shall mean gasoline, diesel, com- L A This area shall beprovided within 10 inches (254 mm) in plan view of the face of the controls and shall be unobstructed by any jea- L C A L C L L C pressed natural gas, methanol, electricity or ethanol. L A long Side of tjl� - lures, except pump nozzles and hoses, with the IS A L C L A L L C A L C space to and centered [plus or minus 9 inches (229 mm y C L A L L A L C SECTION 1102C -APPLICATION with the face ace of the card -reader controls. (See Figures 11 C-1 and 11C-2.) C L A C L A L C A L This section shall apply to equipment located at the following L C LL A L w. C L L x A L A facilities: SECTION 1105C -PROTECTION OF DISPENSERS C L A L L C L A C 1. New motor vehicle fuel facilities. MOUNTED AT GRADE C L A L C L LL A L C L A 2. Existing motor vehiclefuelfacilities built before the effective L Dispensers mounted at grade shall be protected from vehicular damage as required by Section 5201.5.1, Part9, Title 24 (Califor- A L C L A L C L Ac date of this section when: nia Fire Code). L A L C L f. A g. C, 2001 CALIFORNIA BUILDING CODE E to MAXIMUM CENTERLINE HEIGHT OF OPERABLE CONTROLS LOCATED ON FREE-STANDING PEDESTALS r- Level accessible area FRONT ELEVATION 1 G* max. .reach depth Level accessible area SIDE ELEVATION FIGURE 11C-2--=. CARD READERS LOCATED ON FREE-STANDING PEDESTALS FIGURE 11C­2 1-134.11 c A C A c A C A c A c A C A C A c A C A c A C A C 1-134.115 C A C A C A C A c A c A c A C A C A C A C A C A r FIGURE 11C-1 2001 CALIFORNIA BUILDING CODE CONSTRUCTION NOTES REMOVE AND REPLACE EXISTING AC AND BASE IN KIND CONSTRUCT CONCRETE SLAB SEE ARCHITECTURAL DRAWINGS FOR DETAILS SAND BLAST AND REMOVE EXISTING STRIPING RESTRIPE THE 20' FIRE LANE MAXIMUM CENTERLINE HEIGHT OF LEGEND TOP KEYS AND CARD SLOT OR ALTERNATE CONTROLS ATTACHED TOORWITHINTHE FUELDISPENSER - - - - - - - SAWCUT LINE NORTHING- EASTING. Min.Clear Centerline of 124* ± 9" (Typical) functional part COORDINATES - Fa NORTHING / EASTING 5024.2419 j 5201.9772 4955,7113 j 5258.6868 E 4973.2575 j 5202,7737 n9 4941.4814 j 5241.2759 4973.4843 5241.7730 10 4936.2545 j 5200.2839 C: C4 5024,5022 5241,9763 n1l 4963.8282 5167.6738 tc 5025.0975 j 5253.4458 12 5004.4733 5180,0763 Base of Fuel Dispenser 5005,0199 5274.2546 n13 5024.6826 5195,6790 4973.4843 5291.7730 Obstruction NOTE: ALL THE CONSTRUCTION FOR THIS PROJECT SHALL BE DONE PER "STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION INCLUDING SUPPLEMENTS, UNLESS OTHERWISE SHOWN OR NOTED. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" LATEST EDITION (INCLUDING SUPPLEMENTS) AS WRITTEN AND PROMULGATED BY THE SOUTHERN CALIFORNIA CHAPTER OF THE A.P.W.A./A.G.C.C. JOINT COOPERATIVE COMMITTEE HEREIN REFERRED TO AS THE STANDARD FIGURE 11C-1-CARD READERS MOUNTED IN FUEL DISPENSERS SPECIFICATIONS (UNLESS SPECIFICALLY NOTED OTHERWISE OR IN THE SPECIAL PROVISIONS FOR THIS PROJECT), 2, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR STRUCTURE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF 7 AVAILABLE RECORDS. NO CERTIFICATION IS MADE AS TO ACCURACY OR THOROUGHNESS OF THESE RECORDS. APPROVAL OF THIS PLAN BY THE /_J CITY OF SANTA ANA DOES NOT CONSTITUTE AN IMPROVEMENT EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (1-800-422-4133) 48 HOURS BEFORE ANY EXCAVATION. Mc FADDEN AVENUE WILSHIRESITE AVENUE _j GRAPHIC SCALE _j > 40 20 0 10 20 Z _3 > I I V) IN FEET 1 inch = 20 ft. VICINITY MAP NOT TO SCALE .. ..... ... ... USE 1/2" EXP. SLOPE 1% SLAB AWAY SLOPE 2% SLAB AWAY JOINT @ GONG. TO FROM SERVICE ISLANDS FROM SERVICE ISLANDS & CONC. CONNECTION TO TO SUIT SITE DRAINAGE SUIT SITE DRAINAGE EXISTING CONCRETE Al �.R To FINISHED PAVING '77 77. O - - - - - - - - - - - - - - - - - - - - io J (2)-#4 REBARS CONTINUOUS 18" C.C. EACH #4 x 18" 9)r DIRECTION LG. REBARS @ 18" SECTION A -A NOT TO SCALE BENCH MARK BENCHMARK DATUM DERIVED FROM COUNTY OF ORANGE SURVEY CONTROL - H 0 z Z-782-�FR64. ESTABLISHED BY US COAST AND GEODETIC SURVEY 1964 IN THE NORTHEAST PART OF THE INTERSECTION OF THE CENTERLINE PROLONGATION OF NEWPORT AVE TO THE NORTHEAST WITH THE ATCHISON TOPEKA SANTA FE RAILWAY 47 FT. SOUTHEAST OF THE CENTERLINE PROLONGATION OF NEWPORT BLVD 49 FT. NORTHEAST OF THE MOST NORTHEAST RAIL OF THE TRACKS SET IN THE TOP 1 FT. SOUTHEAST OF THE NORTHWEST END OF CONCRETE HEADWALL ABOUT 1 FT, LOWER THAN THE TOP RAIL. ELEV=93.182 (NAVD 88) BASIS OF BEARINGS THE BASIS OF BEARING FOR SAID SURVEY HAS BEEN ESTABLISHED BY THE CENTERLINE OF WILSHIRE AVE. BEARING BEING N 89'35'01"E, 41% DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS F' BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDER -GROUND SERVICE ALERT" (1-800-227-2600) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. ONOTMAD STRUCTURAL • MECHANICAL 801, T A Y L O R ELECTRICAL MOM &GAINES • CIVIL 320 North Halstead Street, Suite 200 Pasadena, California 91107 Phone: 626.351.8881 Fax: 626.351.3203 Project No. 6204-020-00 A r Q�Qless;o4 ?I - M,41 q, 5 N 33 �P. 06/30/06 OFF kb� REVISIONS REV# DATE COMMENTS A, 09/13104 Revised Per Plan Check Comments A2 12107/04 Revised Per Plan Check Conments 08120/04 ISSUED FOR PERMIT 0 n 0 0 U 0 Cf) 0 (D.- C�d > 0 U T 0 C- U E Q) u 1 r < Cn (D 0 � CD CD N GRADING AND DRAINAGE PLAN OCI PROJECT Numem. A03-015 DRAWN:GK CHECKED: GM DATE APPROVED- NA SCALE. V=20'-W SHEET NUMBER X 1571 N CCN L.COR PLAN SCALE: 1/8" = 1'-0" VARIES 12" MIM. SAW CUT (Fa LURE PIT GONG. SLAB ' ''ado' "'�' "C>., '.r.j,o'p a.tY'o•e� O oo : , C,01 o • O'•. . oc••,oao• ,V.po bc• .per• a;':' "'`o, •,'{i •••,• •oc40 `C?'. •, �.•Oo .;off. 0" aoo' .� 0�•A Q , • aao O' ,ao• °O,°o '0. 0' VARIES 12" MIN. CUT CONC. TO BE REMOVED COMPACTED SAND AND GRAVEL FILL SECTION THRU DEMO'D LURE PIT EQUIPMENT L16T 1�. (E) 1,11A5HER UNIT TO BE RELOCATED F2 (E) ANTI —FREEZE DRUM TO BE RELOCATED Q (E) t5EAR OIL DRUM TO BE RELOCATED ® (E) GHA5515 6REA5E DRUM TO BE RELOCATED F5] (E) GOMPRE55OR TO BE RELOCATED (E) OIL FILTER PRE55 TO BE RELOCATED (E) f3ULK OIL LURE CUBE TO BE RELOCATED ® (E) bVA5TE OIL LURE GUBE TO BE RELOCATED Fil (E) 5OAP 5PRAY WA5H LOOP TO BE RELOCATED IT (E) f3RU5H 5-r5TEM TO BE RELOCATED 11 (E) RIN5E WATER LOOP TO BE RELOCATED 12 (E) K105K TO BE REMOVED 13 (E) 50AP/WATER MIX DRUM TO BE RELOCATED 14 (E) -LECTRIGAL GUTTER, VEEVER ROOT, ALARM PUMP 5HU'F--OFF DEVICE TO BE RELOCATED 15 (E) ELECTRICAL PANEL TO BE RELOCATED 16 RE—ROUTE DUCT BELOW GEILING TO 5ERVE THE NEVI PIT LOCATION. (E) VENT $ EXHAU5T FAN TO REMAIN ABOVE. 1 0 0 0 OVERHEAD ROLL -UP DOOR, TO REMAIN (TYP. OF 5) (E) GUARD P05T TO BE REMOVED (TYP. OF 5) 0 LINE OF CANOPY ABOVE, TO REMAIN — 0 SAW GUT (E) GONG. SLAB A MIN. OF 12" PAST (E) LUBE PIT (TYP) C UP (E) SHOP AREA 55-8" (V,I.F) DEMO 0 LU13E PIT DOWN TO -12" FOR NEW SLAB. FLUSH WITH EXISTING FINISHED SLAB. SEE MTA1L AIAI.O_.... -_ .._. _ _ — --- — ..._ .__. ..._...,._. — .__ ..._ _srT i ({ i _ (I(fJilll(lCfi i LURE P1O BE REMOVED I I 1 L_._ __ ._._ — _..._.. _. _._ _.._ _._. __ — — _._. __. _.... �_.._ — — — — — COLUMN..._. _ .� — ..._. �J 15 f 0 WALL, DOOR #� TO 0E _ R7 I ( 1 { 191( i 10 I ( ( ( ( jtiWIIL { � O BET�OVED I 1 (E) I HR. FIRE RATED WALL TO REMAIN WALKWAY 0 GATE (E) (E) T.E. AG AG LINE OF GONG { ^� SAW -UT (E� CONG. SLAB 4 REMOVE A.C. PAVING TO PREPARE FOR (W RAMP LEVEL L NDING �Q (E) GUARD POST TO BE REMOVED 0 r 5AW-GUT 5'x4' AREA OF (E) CONCRETE SLAB TO PREPARE FOR NEW LEVEL LANDING G n 4� � E) 6AS 0 METEIZ REMOVE (E) DOOR 53 4 PREPARE FOR (E) FUEL D15PENraERS NEW 4' WIDE DOOR 8 CONG. CURBS TO BE REMOVED { (TYP. OF 4) I j C :l { 12 (E) VENT RISERS TO REMAIN I i i �l � 4 0 4 8 FEET GRAPHIC SCALE:1/8" =1'-4" N p Q ro �g. �ro�cz 3�co 8� 'tC Cry .Ic» pA 06- 30— �,� RENEWAL REVISIONS REV# DATE COMMENTS 1 09113/04 Revised Per Plan Check Comments 08/20/04 ISSUED FOR PERMIT ll� DEMOLITION FLOOR PLAN DCI PROJECT NUMBER: A03.015 DRAWN; JM CHECKED: MI DATE: 09/09/03 APPROVED: MI SCALE: AS NOTED Al 0 ■ SHEET NUMBER f`Et-1,4fR<5 NO, W10, X 14.1.0. X TWK. TYPE MATERIAL GLASS TYPE 14ARDWA SET LOCATION 1 3'-O'x I'-O'x 1 3/4, PR, A INSUL. _`- _ 11 STORAGE W/2 KICK PLATES 2 3'-O'x I'-O'x 1 3/4' D (�,{p—t. _-_- 1 STORAGE VIEW WINDOW 3 14'-O' X 14'-0' C SECT L. INSULATED 5 SHOP AREA qv MOTOR OPERATED PROVIDE INTERIOR -MOUNTED SLIDE LOCK 2 4 4'-01x i'-O'x 1 3/4' 5 I Na„ L. -___ $ STORAGE RM. FIRE RATED: (1) HOUR ZA 5 3'-O'x 6'-S'x 13/4' B Ii SUL. INSULATED 2 LOCKER RM. VERIFY OPENING SIZE IN MELD PRIOR TO ORDERING, FIRE RATED: (1) FLOUR 6 (E) (E) (E) (E) 1 SHOP AREA REPLACE (E) LEVER HANDLE LATCHSET D004FR TY"ro_"*f"E5 HAR*'1DWA"mom* UL"O* CO, 1•tA WA S T M 5 SECTIONAL VERTICAL LIFT DOORS: IS ALL REQUIRED HARDWARE 15 TO BE FURNISHED AND 1N D Y ANDlOR INST A(fft-FER TO BUILDING SECURITY REGULATIONS, SEC. 8-208- 'GARAGE -TYPE DOORS° ON SHEET A0.1 FOR ADDITIONAL REO WI2EMENTS HARDWAgg SET S SINGLE DOOR 04 1-1/2 PAIR HtNGEB FS5119 4-1/2 x 4-14 x 652 1 LEVIER HANDLE MORTISE LATG14WT L0456 x 06/1.. x 06/L x 630 i KICKPLATE (A")10' x 32' LDW 630 1 FLOOR MOUNTED DOOR STOP 24OF 3 SILENCERS W64 DOOR 04 TO RECEIVE I DOOR CLOSER 4111 A FIRE SEAL / ' HA�WAR.SETT0IISET0It DOUBLE DOORS: It 3 PAIR HINGES MIS I95 4-1/2 x 4-14 x 652 NRP 3ff 1 LEVER HANDLE MORTISE LOCKSET LS453R A 1 SET C"TANT LATCHING FLUSH BOLTS GJF89 x 626 1 'Z' TYPE STEEL OVERLAPPING ASTRACsALL 2 KICKPLATES (.050)10' x 32' LDW 630 e 4 SILENCERS GJ64 "&, I WEATHERSTRIP 191E (INSTALL FULL PERIMETER OF STOP) D I THRESHOLD 6-483A-U (112' HIGH) "II � 61RP196M SET # 1 SINC+1-E DOOR 02 4 % 1-In PAIR H11 AS FM Ift 4-14 x 4-112 NRP x 626 2) (INTE=1=2 TERIOR- 'LEVER TYPE' EVCCE) 2 R 62 I =STEEL =9-APPIW5 RIKE x 630 2 i '�' TY 2 KICKPLATES (.050) I0' x 32' LDW 630 I SET U EATHERSTRIP 1S95 (INSTALL FULL PERIMETER OF STOP) I THRESHOLD $-483A-U (1/2' HIGH) I FLOOR MOUNTED DOOR STOP 24OF NARDIgAgg SET w 22 SINGLE DOOR 05 I-I/2 PAIR HINGES FW ISS 4-In x 4-1/2 NRP x 626 1 LEVER HANDLE LATCHS> T LWI0x06Lx06L i LUSH PLATE 11(4*2) 6' x 20' x 2/RC 630 I FULL PLATE III x 13C 4' x 16' x TOPS 630 3 SILEIZCERS GJ64 I DOOR CLOSER 4111 x 689 2 KICKPLATES (.050) tO' x 32' LDW 630 1 THRESHOLD 5-488A-U r I FLOOR MOUNTED DOOR STOP 24OF AWV�_ ALL NEW DOORS MUST HAVE LIGHT FIXTURES REFLECTED ON ELECTRICAL OWG5. 4 ELEVATION SETS. MINIMUM ID POOTCANDLE OF LIGHT 15 REQUIRED AT THE BASE OF THE DOOR. fl RooO l NAME NORTH 50UT+4 EAST WEST CEILING REMARK. FINEST-'t 5A5E MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HEIC44T L b R 0 0 no (N) TRUCK WASH BAY CONC. SEALED CONC. CU};B WALL PTD. WALL PTO: OPEN OPEN - LINER PTD. VARIES � a F k I� , PANEL PANEL PANEL.. 0 OVERHEAD LINER LINER LINER LINER LINER P�v`�'' ROLL -UP D°°K (N) TIRE 4 EQUIP: STORAGE CONC. SEALED CONC. CURB PANEL PTD PANEL PTO PANEL PTD• PANEL PTD. PAIL PTD. VARIES ark �AIN (rrP. ol+ 5) I MEA'S LOCKER ROOM 4 RESTROOM CERAMIC TILE CERAMIC TILE CERAMIC TILE TO 4'-0' A.F.F. PAINTED GYP BD. TO CEILING TLIUSTlC/ FIRE-81.0, USE 3ELr~ LEvEL{NC`x MATERIAL ° , i . r ; FINI8NED TO ADJt>8T 8LA6 LEVEL vEL T TO P- MAX PARTS ROOM CC IG. SEALED VINYL GYP. ED. PTD. GYP. BD. PTD, (E) (E) GYP. BD. PTA. GYP, 51: PTD. +/- 9'=0' 0 LOEN5KE 5TAN12ARD FAINTS 4 EIN15HU EQUIPMENT L 1ST I as �` ...,......, r.' . ,9FE1914CE 4 APPLICATION MANUF6CTi1R�.00.0>4, MATERIAL 4 PAINT TYPE'_ .. S YIC AREA INT IO � RELOCATED WASHER UNIT RELOCATED (E) ANTI -FREEZE DRUM 'P202 INTERIOR METAL DOOM, DOOR tat DEVGUARD 04308-1460 ARCHITECTURAL. BROWN, TRIM 4 DOOR FRAMES INDUSTRIAL GLO66 0"I"O ELr-31 RELOCATED (E) GEAR OIL DRUM 't'203 INTERIOR WANSCOT iG1 TRU-GLAZE 04508 CHMICAL RESISTANT EPDXY � 60' AFl M SERVICE AREAS AXLE-BRUUN1(2 COATS) OVER TRU-GLAZE #4010 RELOCATED (E) CHASSIS GREASE DRUM "E7 'P204 LINER PANELS, INTERIOR WALLS, ICI TM -GLAZE $4508 CHEMICAL RESIOTANT EPDXI' � � � p j ' Y ABOVE WAINSCOT 4 CEILINCsS IN SERVICE AREAS LASER WHITE (2 COATS) OVER TRU-GLAZE •4010 RELOCATED (E) GOMPRE55OR ` it .. SP205 WASH BAY PAINT ICI DEVRAN 224 HS NIGH BUILD EPDXY `AXEL BFOUltd' TO 60' All ® RELOCATED (E) OIL FILTER PRE55 14 ) 27001 4 ICI DEVRAN 224 HS HIGH BUILD EPDXY 'LASER WHITE' MOMWAINSCOT TO CEILIN(s. APPLY 2 COATS EACH OVER TRU-GLAZE $4010 7 ` ' r Q RELOCATED (E) BULK OIL LURE CUBE 'A206 INTERIOR POSTS 101 DEYGUARD 4308-8600 MED. YELLOW SERIES INDUSTRIAL GLOBS ENAMEL Q RELOCATED (E) NA5TE OIL LURE CUBE ; CONCRETE FLOOR SEALER ASHFORD FORMULA BY CURECRETE CHEMICAL COMPANY � ��� An/ INC, W0-366-2254 RELOCATED (E SOAP SPRAY YVASH LOOP "-1- BASE MOLDING VINYL: FLEXCO *VC-5-02 'BARK COVE' 1O RELOCATED (E) BRU5H 5'i5TEM 99VICE AREA RESTROOMS � � RELOCATED (E) RINSE WATER LOOP MCF-1 CERAMIC FLOOR TILE CROSSVILLE, V x V PORCELAIN, A-615 STONEHENCsE --- -- - — -- -- 2 NOT USE!? GROUT COLOR SUMMITVILLE °368 MIST GRAY ACT-1 CERAMIC WALL TILE SUMMITVILLE 4' X 4' GLAZED, IS$ ALMOND 13 RELOCATED (E) 50AP/HATER MIX DRUM TO 4'-0' AF.F, GRUUT COLOR SUMMITVILLE OS16 ALMOND 14 RELOCATED (E) ELECTRICAL GUTTER, VEEDER ROOT, NEH ACT-3 CERAMIC WALL BASE (CUT PROM x x S' PORCELAIN, A-615 STONEHENCxE ALARM 4 PUMP SHUT-OFF DEVICE TRENCH 1DRAIN 1G11T FRa"t 8' x 8' FIELD TILE) GROUT COLOR: SUMMITVILLE 0%0 MIST GRAY tot 120YY 6SA02 ULTHIDE LATEX LOW LUSTER � 5 RELOGATET7 ELECTRICAL PANEL RA E7 IFLUTAN WHITE' O 17 i' (E) LINE OF CANOPY •AG9-2- SUSPENDED CEILING TILE 1111116F-18 � _ _ ABOVE, TO REMAIN -- 17 EXTEND 10 0 PVG DUCT UP AND OVER TG? (E) I 46 ­mlEXHAU5T N AND DUGT THRU ROOF FROM LURE PIT -- CO WIL ,r, WHITE, (EXTERIOR COI. LL BE SUBMIT MANUFAC R'S STANDARD c 18 (N) N1ND El D WASHER FLUID DRUM { JECT IlISE ION. i !t tLtPiCi E ACTURE T 19 (N) TRAN 15510N OIL DRUMAftl - = T =.. �. Rv1 OORS TO BE ED W1114 ASHFOF0 A M ITU Y CU GH GAL CO., F� 1 i� OTES tW H4 . OR I. PROVIDE7r Pe- MIN1t�tU RE NGUI TO, TO MATCH EXISTING ON EACH L WI FEET L ONCE NG A VO F _ TRAVEL I IN a FLOOR AN NOTE5 Ar 2. "EXIT" 51 SH LETTERS, A MINI OF 1 SIX (6) IN A T LE55 N 1. FOR THE AREA OF THE BUILDING (5-3 OCCiANGY), ; QUATITIE5 O AZARDOU5 MATERIALS CANNOT EXG D 3/4 INCH. L EON FA ALL BE LUX. ALLOWABL NT5 5HOWN IN SECTION 3, TABLS�'3D 3. "EXIT" EL IL MINA AND 3-6 AND 3- BG 2CtOf. ENERGIZED FROM RA I ON EGTRIG USE OP 0 PLAME WELDING (5 PROHIBITED IN 15 PLAN(S). ONE OF I 5 BE T OF „ 5-3 FACIL - THE EMERGE Y5: „ iN AT _ ORS SHALL HE OPENABLE FROM VV4� "EXIT" EXIT SIGNS 5H PROVI D I ITH WITHOUT U OF A KEY OR ANY SPECIAL KNOWLEDGE }_ E&EN7 CURRENT EDITIONS G.B.C. A OR EFF PROVIDE 5ELF-RELEASING LOOKING - r DEVICES EXIT DOORS. EXISTIt� WALLS To REMAIN �•CA 5. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE R A (I) In2IIx1~ RAM IwAU- tEi WALL I^1/ 38° HALL 4. ANY FILLl, , GOMPAGTION NEEDS TO BE PER 501L TYPE "X" 6YP. aV. ON THE SHOP SIDE 4 3'e" CHEMICALS SGQMPLY t REQUIREMENTS. IN>r COPY OF: COMPACTION REPORT SIGNED BY TYPE "X' DEW75HIEW FIREGUARD, EXTEND NGINEER NEEDS TO BE SUBMITTED TO THE CITY. SHEATHING ON BOTH 5IDES To UNDERSIDE OF ROOF DECK 6. HIGH -PILED COMBUSTIBLE STOCK, (COMBUSTIBLE MATERIALS IN 5. ALL METAL PANEL WALLS NEED TO BE SUPPORTED H WALL5, SEE DETAILS 14 5/A3.1 CLOSELY PACKED PILES MORE THAN 12 FEET IN HEIGHT OR ON AT THE TOP 4 BOTTOM DUE TO LATERAL LOAD. OTHER PALLETS IN RACKS MORE THAN 12 FEET HIGH, RUSHER TIRES, MEANS OF PROVIDIls6, FOR LATERAL LOAD MAY ALSO {N16' t-rrt . STUD WA1 5, 5k >aTt. b/a3.1 PLASTICS, AND SOME FLAMMABLE L.IWIDS MORE THAN BE USED, (w 4' M. STUD WALLS W/ LINM PANELS SIX FEET) IN HEIGHT SHALL COMPLY WITH CALIFORNIA FIRE EA. SIDE, SEE 01L. 5/A3.1(SIM) CODE AND N.I= P.A. REGULATIONS. ® MI GUARD POSTS o" 0 Ill I PARTS i200M NOT IN CONT � 6 A A1.3 I IIV/,lil� 1�M1�� rM11�IMa a�II�M1U 600 w�J o ro KER \ r ...wi .� ,..e..�orw�r+- S U NOT IN ONTRACT (E) P AREA THE FLOOR LEVE AT THE ALTERED AREA (MEN'S LOG ROOM/RESTROOM 4 2 A PATH OF TRAVEL THE PARKING AREA) 15 FULLY ACCESSIBLE Y DISABLED PERSONS, THE LURE PIT 4 5L AROUND IT j!5 NOT ACCESSIBLE BY DISABLED PERSONS. - - NEW CONCRETE SLAB 44 SHOP AREA REMOVED L.UHE PIT, 5EE STRUCTURAL DWGS. (E) STL. COLUMN (N) EXPLOSION PROOF 0 0 LIGHTS IN LURE PIT, (N) 6" CAONG. SLAB F SEE DTL. �/A3.2 � SLR TO DRAIN (TYP. a 5 LOCATIONS) - i WALKWAY 1, GR05SOVER PLATE (0) LUl PIT �.. 5HT:7�3 ROLLING i I 0,B RM A t OIL PAN. �. u,,sf _ A.,... RM, .F, yk l SO . ;- ' 'ta E a KAUSK, 'E�'.I.l sA I .. 1 TM (E) GONG. WALKWAY "A - - (E) GATE TO REMAIN FULLY OPEN 010") DURING HU51NE55 HOURS (ADD SIGN ON WALL) (F) (} T.E. Ac PAINT 4" YELLOW STRIPE >� GRADE BREAK (E) 4'-O" AG BORDER 6 AT LINE OF TOP 4 51D OF RAMP, (Ej GONG SEE DTL, 6A 5V2 _ (N) ACCESSIBLE RAMP 8.33% MAX. SLOPE (N) GONG. SLAB NOT TO EXCEED A3.1 O 2% SLOPE IN sn ANY DIRECTION 5 -O" 10% MAX. SLOPE W/ �-- BROOM FINISH" GUARD �jL_ I on, ! POST L_-_.. (E) 1,200 GALLON UNDERGROUND SAND/ OIL INTERCEPTOR c? PAINTED STRIDE AROUND H 5'x5' CLEAR 4 LEVEL LANDING, NOT TO EXCEED 2% SLOPE IN ANY DIRECTION 5'x4' CLEAR 4 LEVEL LANDING, NOT TO EXCEED 0 2% SLOPE IN ANY DIRECTION PAINT 4" YELLOW STRIPE 0 NEW WALL (W aV�RHEAo ROLL.-� ' DOOR, TO MAT04 0 OF DOOR 4 LU5E PIT, �1 NEW GUARD POST (TYP. OF 6) .. _ . NEW WALL 0 _ GAS METER 7O'•-O" Alt0-11 WASH BAY SHALL DRAIN TO (E) 1,200 GALLON ' UNDERGROUND SAND/ GREASE INTERCEPTOR L 3 3 I� m ............. ... 0 _ 1 STORMOE AREA 7 E wum x ate, ; =� NEW H.M. DOOR 4 ME, TO MATCH EXISTING 1 ES m NEW MTL. COLUMNS BY PEMB, TYP, OF a IC 4 0 4 8 FEET GRAPHIC SCALE: 10 =1'-0" *� M ►� C-- .�' 'g�hfla c C3 C") ` 20 jx Q q tty d U � O 3 w "" = Z - c� M . ,,I CT3 06-30-05. > RENEWAL g DATE I /lC. •'�,T r'$i`• REV# DATE COMMENTS 09/13/04 Revised Per Plan Check Com e 12107/04 Revised Per Plan Check C J ni N 08120104 ISSUED FOR PERMIT NJ g s~' tL • o� tu 4 PROPOSED FLOOR PLAN DCI PROJECT NUMBER: A03.015 DRAWN: JM CHECKED: MI DATE: 09/09103 APPROVED: MI SCALE: AS NOTED u SHEET Nil f 10 r2 I NOT IN CONTRACT 'a 44-.1 l� 4) (y) a RENEWAL 4DATE REVISIONS REV# DATE COMMENTS /1\ 09/13/04 Revised Per Plan Check Comments 08120/04 ISSUED FOR PERMIT (1:) STL. COLUMN I& 7 / 0 0 0 0 SEE SHEET ALI FOR LURE PIT LIGHTING o (E) LIGHT FIXTURE LE&END EQ. EQ. ABOVE STORAGE ROOM TO REMAIN (E) I Hit. FRE RATW • (E) &A5 UNIT HEATEP, I WALL TO REMAIN 0 0 0 0 (E) PENDANT LIGHT (E) PENDANT L16HT, TO BE REMOVED 0 WALL PACK 1-11-611 EG. Fz (N) FLOUIR%SGENT SURFACE MOUNI-El? 1-16HT 11.1 EXIT (N) Fxli-SIGN �(ILILUMINATEP) (E) LINE OF CANOPY ABOVE, TO REMAIN INV ul E� 77 - 77777-77���/ :L LJ OPEN TO TRUGTURE REFLECTED CEILING PLAN DCI PROJECT NUMBER: A03.015 11 CELINCS FL.AN SCALE: 116" = V-O" 4 0 4 8 FEET GRAPHIC SCALE: 1/8" = V-0" DRAWN:JM CHECKED: MI DATE: 09109103 APPROVED: MI SCALE: AS NOTED SHEET NUMBER (W URINAL (E) WATER HEATER 4 CABINET TO REMAIN, \/ERIf-( SEISMIC 5RACIN(5 jail REMOVE (E) L1614T FIXTURES, 1811 MIN. CEILING TILE, GRID SYSTEM CLR. I HVA4, DIFFUSERS (E) SURFACE MOUNTED uj FLUORESCENT LIGHTuj -j FIXTURE TO REMAIN (E-) EXHAUST PAN, (N) ACCE-5515LE TOILET - F TO REMAIN 0 f4VA4, DIFFUSER _ � _ _ _ _ � _ ) < � TO REMAIN F LIP 7(N 0 T- LIZ[: I ILI" T--( 6 LO H L--4- 4 (T111P.) --j INK 10 ME LOCKE Z ROOM h, 4 RESTROOM ONE ACCESSIBLE30" x 46" CLR. LOCKER SHALL BE SPACE, TYP. PROVIDED. HARDWARE SHALL (N) ACCE551BLE SINK &'-0'" A.F, F. COMPLY W SEC. ft,11 MAX. 111-15.6. TOUCH 6:4-1 Li LATCHES AND U- SHAPED PULLS% MFN'!5 LOCKER ROOM OF , " ARE ACCEPTABLE 4 RE5TROOM MAX (E) LOCKERS TO f AIN, TYP. OF 12 L J RELOI TIED LOCKER (E) 8" CMU WALL it ON N HAT CHANNEL FURRING CURB TO TO REMAIN (TYP) '�-OF ROLL MATCH (E), OF 2 LL 'VIAO CLR. (N) I HR. RATED/ I I I I I 17777=i I I I I I I-., ACCE5515LE DOOR 2 15 7 1112" NEW 1 W. RATED 6YP. BD. NEH 11;-LR.12 I' CEILIW-7, PAINTED TO MATCH (E), MATCH (E) GEILINC7 HEIGHT MATCH (N) ACOUSTICAL TILE CEILING, jplCEILIW (E) 5" CMU HALL 4 HAT CHANNEL FURRING TO REMAIN (T(P) LE6END 5MSHT. ALI FOR SPECIFICATION (I,) I HR. RATED CEILING (E) HVAC DIFFUSER (E) ELECTRIC HATER ACCESSIBILITY EXISTING NALL5 TO REMAIN COOLER TO REMAIN TO M RELOCATED (E) SPEAKER TO REMAIN 546NA6E,SEE VTL, 5 . . ... ...... L NEW MASONRY WALL N/ HAT RELOCATED EMERGENCY 4 (W ACCE5VBLE FIRST AID CABINETS HATER FOUNTAIN, CHANNEL FURRING 4 N.R. GYP. 60. (INTERIOR) TO MATCH (E) -1-11 2x4 RECE55ED FLUORESCENT SURFACE MOUNTED LIGHT FIXTURE AIR RETURN GRILL FLUORESCENT LIGHT FIXTURE ON HALL ABOVE SEE DTL. 161A3.1. -- --- 5'-0" CLEAR TO F.F. (N) 1, Z z NOTE-. (E) INTERIOR WALL W A 1. 5EE5HEET ALI FOR NEW FINISHES IN MEWS LOCKER (2) LAYERS TYPE "X" EXHAUST AIR 6RILL F71 AIR SUPPLY GRILL LOCKER ROOM / RE5TROOM $ PARTS ROOM. (5 510E ATED DRAIN 'ED MAIN AH FOR DOOR SCHEDULE 4 NOTES. 2. 5EE5HEET ENLARGED LOCKER ROOM REFLECTED CEILING PLAN --67 ENLARGED MEN'S LOCKER ROOM/RESTROOM' 'BOOFI E NT E RE11 Wall, /a r-0 REMOVE 0 H.C. 8 ASSOCIATED 5 ACCESSIBILITY NOTES RESTROOM MOUIPMENT LIST COVER DISP, 4 TOILET PAPER 121 REMOVE (E) PLUMBIN6 FIXTURES 4 CAP LINES IN HALL (TYP) IDENTIFICATION 24 -\ SYMBOL (FOR CI 1/2 CALIFORNIA 1, ONLY) K N 1. NALK5 AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE MAW ITW A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT REMOVE (I,) SINK, F 1 4 CHANGES IN LEVEL EXCEEDING 1/2 INCH, AND SHALL BE A MINIMUM OF 45 NOT USED SOAP D15P. 6 IN HALL WOMEN 6 E WOMEN INCHES IN WIDTH. 2 2. SURFACES WITH A SLOPE OF LE55 THAN 6 PERCENT GRADIENT SHALL BE AT LEAST A55LIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED iFIN15H. NOT USED INN MIN$ B LE IDENTIFI All- 5. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR. &REATER.SHALL BE 5LIP-RESISTANT. PAPER TOWEL DISPENSER/ BRADLEY # 234 1 WASTE RECEPTACLE (LARGE REMOVE (E) MIRRORMEN 516N MEN 4. 5URFACE CROS55LOPE5 SHALL NOT EXCEED 1/4 INCH PER FOOT (2% MAX). UNIT RECE55ED) STRIKE SIDE 5. WALKS, SIDENALK5 AND PEDESTRIAN NA-i(S SHALL BE FREE OF GRATINGS COAT HOOK BRADLEY # q114 2 (E) HATER HEATER 41 CABINET TO REMAIN i , OF POOR 1/411 THICK WHENEVER POSSIBLE. FOR 6RATIN65 LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENIN65 IN 6RATINC-6 SHALL BE LIMITED TO 1/2 INCH TOILET TISSUE DISPENSER BRADLEY # 5402 1 REMOVE z SIGNS IN THE DIRECTION OF TRAFFIC, FLOW. SURFACE MOUNTED PARTITION 9 -4 (2. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT TOILET SEAT COVER BRADLEY # 5531 1 HARDWARE (TYP) REMOVE (E) UNISE UNI EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO 6REATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL. DISPENSER GRAB BARS, BRADLEY # 512-001-56 1 (E) LOCKERS TO BE STORA67E CABINETS, - - - - - -- RELOCATED, TYP. OF 2 TYR OF 3 SAW -CUT (E) CONC. CAJRB I. CHARACTERS, AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 4 812-001-42 1 1 REMOVE BASE TILE REMOVE A PORTION OF 2. IDENTIFICATION SYMBOLS ARE TO BE CENTERED ON DOOR 60" ABOVE FLOOR -1. FLOOR OR LANDINC7SHALL NOT BE MORE THAN 1/2" LONER THAN THE SOAP DISPENSER BRADLEY # 6542 1 (1-5) 1 HR. RATED HALL AND ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND GoNTRAST. THRESHOLD OF THE DOOR, HAY. WHEN CHAN(5E5 IN LEVELS 6REATER THAN 1/2 INCH ARE NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS, REMOVE (E-) INTERIOR HALL 3. BOTH TITLE 24 516N5 AND ADA 516N5 ARE REQUIRED IN CALIFORNIA. FOR CURB RAMPS. MIRROR BRADLEY *151 2 L j = OF DOOR. 4. PROVIDE ROOM IDENTIFICATION SIGN ON5TRIKE SIDE 5. ALL ACCESSIBLE ENTRANCE55HALL BE IDENTIFIED WITH AT LEAST ONE STANDARD 516N AND WITH ADDITIONAL DIRECTIONAL 516N5, AS REQUIRED, 24 X 56 REMOVE (E) FRP ON WALLS ?-(E) FLOOR DRAIN 4 RUBBER BASE (TYP) TO REMAIN 5. LETTERS 4 NUMBERS ON 516N5 SHALL BE RAISED 1/52" MIN., SHALL BE A MIN. OF 5/8" H16H BUT NO HlCvHEf;Z THAN 2 INCHES, 4 SHALL BE 5AN!5-SERIF UPPERCASE CHARACTERS, ACCOMPANIED BY GRADE 2 BRAILLE. VISIBLE FROM APPROACHING PEDESTRIAN WAYS. @ PRE -FABRICATED BY OWNER - DRIVER'S, ROOM MEN15 LOCKER ROOM TOILET PARTITION cf. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF ASIZE 4 RF!5TROOM REMOVE (E) PAPER AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 5 FEET IN WIDTH AND NOT LE55 THAN 6 FEET, 8 INCHES IN HEIGHT. DOORS SHALL (E) LOOKERS TO TOWEL DISPENSER F -I LA\/--6UARD TRUEBRO 2 REMAIN, TYR OF 12 REMOVE (E) DOOR, FRAME ACCESSIBILITY SIGNAGE BE CAPABLE OF OPENING AT LEAST CIO DEOREE-5 AND SHALL BE 50 MOUNTED THAT THE CLEAR WIDTH OF THE DOORWAY 15 NOT LE55 THAN 52 INCHES. ALL DOORS SHALL 5NIN6 OUTWARD IN THE PATH OF TRAVEL TO EXIT. REMOVE (E) FLOOR L 4 ASSOCIATED HARDWARE TILE, MORTAR 6 MAXIMUM EFFORT TO OPERATE VOOR5 SHALL NOT EXCEED 5 POUNDS ASSOCIATED BASE (,--(P) REMOVE ALL (E) 6" MAX. f:bR INTERIOR 8 EXTERIOR r>oof;zs. 10. LATCHING, AND LOCKINGP DOORS THAT ARE HAND ACTIVATED AND WHICH DISPLAY BOARDS REMOVE (E) PAPER x 3,-011 1/ 1 1/4"0 MIN. / - /4 TO I 1/2"(P MIN. ARE- IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR DISPENSER 12" 31-611 12" 12114 14 4 OTHER HARDWARE DESIGNED TO PROVIDE PA55A6E NITHOUT-.1REQUIRINCS, THE 7 MAX.1 MIN ABILITY TO GRASP THE OPENING HARDWARE. MIN. MIN. I/ 171 11. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES, ABOVE THE FLOOR.w. J Z X Z FROM INSIDE WITHOUT AREA TO WHICH DOOR 12. DOOR HARDWARE SHALL BE OPERABLE THE USE OF A KEY OR SPECIAL KNONLED&E-OR, EFFORT. HARDWARE AND/OR LOCKING MECHANISMS CAN BE Li 0 L,2'-O" v M F 13. NOT USED MOUNTED. (TYP.) (E) IV CMU HALL 4 HAT CHANNEL (E) ELECTRICAL SERVICE FURRING TO REMAIN (TYP) ENTRANCE TO REMAIN 14. THE TOP OF THE ACCESSIBLE WATER 01-05ET515ATSHALL BE WITHIN ABOVE FLOOR, FLUSH VALVES SHALL BE MOUNTED ON THE HIDE 51DE OF (E) ELECTRIC HATER (E) 8" CMU WALL 4 HAT CHANNEL X = 52" WHEN NC, 15 INSTALL 0R. w D Aj M X = 54" WHEN NC, IS NOT IN STALL TOILET AREA. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL NOT EXCEED 5 POUNDS. LT COOLER TO REMAIN FURRING TO REMAIN (TYP) REMOVE THRESHOLD - 1. LOCATE GRAB BARS ON EACH SIDE OR ONE SIDE AND BACK OF TOILET, 33" ABOVE AND PARALLEL To THE FLOOR, GRAB BAR HEIGHT MAY BE 56" NOTE. SAW -CUT (E-) CMU HEADER 02 MIN. - 3/4" MAX) 15. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERA115E CONF16URED TO PREVENT CONTACT. THERE SHALL BE N05HARP OR ABRASIVE SURFACES UNDER (E) EMERGENCY 4 FIRST AID TO ALLOW DOOR ROUGH OPENIN:5 TO 13E (52,411 - 62 �20) CABINET TO BE RELOCATED CONTRACTOR SHALL NOT EXTEND CUT LINE TO THE CMU FOR TANK TYPE TOILETS TO ALLOW TANK COVER ACCESS. BARS, AT SIDE TO BE 42" LONG WITH FRONT END 24" MAX. FROM FRONT OF TOILET. BARS IN BACK TO BE 56" LON6. DIAMETER OR WIDTH OF (5RIPPIN6 SURFACE 15 REQUIRED TO BE LAVATORIES. JAMB ON EA. 51DE OF THE HEADER 1 1/4' To 1 1/2", OR SHAPE 15 TO PROVIDE AN EQUIVALENT GRIPPING SURFACE. 16. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE T16HT (5RA5PIN(9, PINCHIN67. OR TWISTING, OF THE WRIST. THE FORCE tjoM. CONTRACTOR TO SHORE CEILING AS NEEDED N 2. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. REQUIRED TO ACTIVATE THE CONTROLS SHALL NOT EXCEED 5 POUNDS. LEVER- 4 PRIOR TO REMOVING OF PARTITIONS. 3. (9RA13 BARS AND ANY ADJACENT SURFACE SHALL NOT HAVE ANY SHARP OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS, OR ABRASIVE ELEMENTS. E06E5 ARE TO HAVE A MINIMUM RADIUS OF 1/6". ARE ACCEPTABLE. -4- 1. REMOVE ALL (E) WALL, FLOOR, 4 BASE FINISHES. 1 0 1 2 4. INSTALLATION OF GRAB BARS, FASTENERS AND MOUNTIN6 DEVICES SHALL 11. BATHROOM ACCESSORIES, SUCH AS GRAB BARS, PAPER TOWEL DISPENSERS, FEET RES15TSTRE55,E5 INDUCED BY A 250 1b. POINT LOAD. ETC, ON OR WHIN HALLS, SHALL BE SEALED AGAINST MOISTURE. UBC, 80l.1.2. 2. GRAPHIC SCALE: 3/8" 15. INSTALL BATHROOM ACCE95ORIE5 IN ITS, PROPER LOCATION, FIRMLY ANCHORED INTO POSITION, LEVEL AND PLUMB, AND IN ACCORDANCE V41TH THE MANUFACTURERS RECOMMENDATIONS. DOOR HARDWARE DETAIL (E) LOCKER ROOM & DRIVERS ROOM DEMOLITION PLAN GRAB BARS AT TOILET Na SCALE Na SCALE "a 44.) 0 -S C, I ) CJa cc, Lo CN Q CV) Q> Qj cc Cu j RENEWAL PATE REVISIONS REV# DATE COMMENTS Zi� 09113/04 Revised Per Plan Check Comments 12/07/04 Revised Per Plan Check Comments 08120/04 ISSUED FOR PERMIT X., 4. ENLARGED LOCKER ROOM PLANS, ELEVATIONS & SPECIFICATIONS DCI PROJECT NUMBER: A03-01 5 DRAWN:JM CHECKED: JM DATE: 10119/04 APPROVED: MI SCALE: AS NOTED A1.3 SHEET NUMBER ".4 EX15TIN6 5il . M 5 . mw WALLS, TO REMAIN (TYP) EXI!5TINC5STOREFRONT I j V0001i TO REMAIN (TYP) 7 EX115TIN6 STOREFRONT � I �if ii DOOR TO REMAIN � i '' I , EXI5TIN6 SPLIT -FLUTED EX115TIll PLANTER, BLOCK WALLS, TO REMAIN (TYP) 1- (E) OFFICE - NORTH ELEVATION TO REMAIN Si I/V -T-W 2 3 4 5 6 NEW HALL PACK L16HT FIXTURE (TYP. OF 5) EX15TIN6 RIDGE VENT5, EXISTING METAL WALL PANELS, TO REMAIN, EXISTINGSMOOT14 5TLrW % TO REMAIN, PAINT PAINT 115AND't - EXISTING METAL ROOF WALLS, TO REMAIN (TYP) "ARCHITECTURAL BROWN" PANELS, TO REMAIN, PAINT "SAW" -1-r ill-T 11 it 11 ii 11 Ii 11 il 11 1111 il !11111 il 11 !1111 F F-FT-11 EXISTING, STOREFRONT Y41WOM TO REMAIN (TYP) OPEN 7 EX115TIN6 SPLIT -FLUTED BLOCK Il I C) C) C) CD C) CD C) C) 0 0 CD C=) CD 0 TO REMAIN (TYPJ 111111111 Ill� ��� R I I it I I it 11 it EXISTING METAL EXTERIOR STAIR TO REMAIN, PAINT "ARCHITECTURAL BROWN" 2- "' OFFICE SHOP - WEST ELEVATION ,04AM- VV 7 6 NEW METAL OVERHEAD 5ECTIONAL DOOR w NEW BOLLARD, TEMP. 6LA55 V4111i (TYP. OF 2), PAINT TO MATCH EX15TIN6, EXISTING METAL ROOF "MEDIUM YELLOW" PAINT DOOR "AXLE BROWN", PANELS, TO REMAIN, PAINT FRAME PAINT "SAND" NEW METAL li "ARCHITECTURAL BROWN" PANELS, TO MATCH EX15TIN6, PAINT 'SAND" NEW METAL WALL PANEL, TO MATCH E>05TIN6, PAINT "SAW" NEW METAL EAVE t C-A)TTER TO MATCH EX15TIN6, PAINT "ARCHITECTURAL BROWN" OPEN NEW WASH BAY NEV4 H.M. DOOR 4 / I - i FRAME, PAINT N C) c) C=) c) "ARCHITECTURAL BROWN" NEW BOLLARD, PAINT (E) (5A5 METER "MEDIUM YELLOW" \VIL (E) BOLLARDS L NEW OR DOOR L (TYP. OFb), PAINT NEW f3Lr?C5. "MEDIUM YELLOW" NEW METAL PANEL WALL ADDITION TO MATCH EXISTING 3- OFFICE / SHOP - EAST ELEVATION BOAT Z Vfr r-w UA - EX15TIN& PAll BEYOND 1711 4- (E) OFFICE / SHOP - SOUTH ELEVATION SCAM—W - t-V EXISTING METAL OVERHEAD SECTIONAL DOOR PV TEMP. 6LA55 WINVOY45, TO REMAIN (TYP. OF 3), PAINT DOOR `AXLE 1311 PAINT FRAME "ARCHITECTURAL 511 NEW WALL PACK LIGHT FIXTURE (TYP. OF 5) EXISTING Ill VENT5, TO REMAIN, PAINT `ARCHITECTURAL BROWN" FIXED LOUVER, TO REMAIN, PAINT 'SIAll EX15TIN6 H.M. DOOR 4 FRAME-, TO REMAIN (TYP. OF 2), PAINT "ARCHITECTURAL BROWN" EX15TIN6 METAL OVERHEAD 55C,TIONAL DOOR PV TEMP. 6LA55 KNOVIAll TO REMAIN (TYP. OF 2), PAINT DOOR "AXLE BROWN", PAINT li "ARCHITECTURAL BROWN" A NEW EXTERIOR HALL BEYOND TO MATCH EX15TIN(5 - NEW BOLLARD f(TYP. BOLLARD5 (TYP. Or 2), PAINT OF 1), PAINT "MEDIUM YELLOW"— "MEDIUM YELli EXISTING H.M. DOOR 4 FRAME TO REMAIN ("ryp. OF 5), PAAV IARCHITECTURA,62ROwLi- j NEW METAL ROOF PANELS, TO MATCH EX15TI]l PAINT "SAND" 3 2 IC LM EXTERIOR COLOR 50HEOULE COLOR: "SAND"- (ICI # 4208-0300) COLOR: "AXLE BROWN"- (161 # 4545-0400) COLOR. "ARCHITECTURAL BROWN"- (101 # -1460) COLOR.. "MD YELLOW"- (ICI # 8600) NEW METAL WALL PANEL, TO MATCH EX15TIN6, PAINT SAND" NEW METAL EAVE, TO MATCH EX15TIN6, PAINT "ARCHITECTURAL. BROWN" NEW BOLLARD, PAINT "MEDIUM YELI-0161" rsw NEW H.M. DOOR 4 FRAME, PAINT NEW BLDG. BROM0 ADDITION - % =m&VAw will iiiiiii I rr EXISTINIS, SMOOTH STUCCO KALL5, TO RE -MAIN (TYP) EXISITIN65TOREFRONT Y411OH5, TO REMAIN (TYP) EXI5TIN6 SPLIT -FLUTED BLOCK WALL TO REMAIN EX15TIN6 PLANTE TO REMAIN O As Cr) (C) zz CZl zz M M Cl) —j I A /l 06-iO RENEWAL ATEtJ REVISIONS REV# DATE COMMENTS 13/04 Revised Per Plan Check Comments 08/20104 ISSUED FOR PERMIT BUILDING ELEVATIONS DC1 PROJECT NUMBER: A03.015 DRAWN:JM CHECKED: MI DATE: 09109103 APPROVED: JA SCALE: AS NOTED SETTING MATERIAL 1 5/4' all It 1 5/4' a j 5/ TIAII 1.0 1,00 CERAMIC HALL TILE ,.V 5EE SHEET ^1.1 WALL AND METAL WALL PANELS LINER PANEL WALL 4 SIDDIW3 WATER RE515TANT GYP. BD., 5Y PEMB SUPPLIER 5Y PEMB SUPPLIER BY TRUCK BY PEMB SUPPLIER INSTALL TILE PLUMB, BAY SMOOTH AND TRUE 4'TIRE EXTERIOR EXTERIOR WALL OR TRUCK to WASH BAY .A: CONC. SLAB CONC. SLAB 4 14 CERAMIC, TILE BASE 5EE SHEET ALI CERAMIC TILE A% 4 A SEE SHEET ALI CAST IN PLACE CAST IN PLACE CONIC. CURB CONC. CURB 1/4" THICK MAX. 5ETTIN6 f3r=rl>l TIrp. NOTE. OMIT CONC. CURB NOTE: INTEGRAL EIA515 AT OTHER THAN AT DOOR OPENINGS RESTROOM TILE INSTALLATIONS 51MILAR CAULK JOINT CERAMIC TILE AND BASE AT RESTROOM CONC. CURB #2 CONC. CURB #1 NosCALE _-1-1/2- -zv-o- 12 6A. VERTICAL HANl a 4'-0" 0 ., ATTACHED TO TRAPEZE @ OBSTRUCTIONS. (USE BACK TO BACK 1 1/2" COLD ROLLED CHANNELS FOR SPANS 61REATER THAN 41-0") 12 (5A. HORIZONTAL SEISMIC RESTRAINTS SPLAYED 410* FROM EACH OTHER @ 12-0" O.C. BOTH WAYS TO WITHIN 6'-0" OF #10 * 2411 0,G. (TYP) & PLYPOOL) 3' VINYL FACED 24'x2l' 5HT, MTL. DECKING LINER PANEL INSULATION ANGLE F BY PEMB SUPPLIER 400 5162-33 IM*rl IIIA LL 16, O.G. WALLS 14 CLIP ANGLE PANEL 450 MAX SHOP AREA STORAGE 7 DOOR TRACK TO 1 41 1 PAINTED MTL, EMT COMPRESSION STRUT NOT 7 LINER PANEL BY ROOM qfl A 4 BE SECURELY TO EXCEED I:b OUT OF PLUMB- PEMB SUPPLIER FASTENEASPS AS PER DRIP/TRIM SEE SCHEDULE CONC. SLAB MFG. INSTRUCTIONS CROSS RUNNER BOTTOM OF GL(5. J015T 12 6A. SPLAYED WIRE BRACIN6 +10'-0" A.F.F. 4" PERPENDICULAR TO EACH RUNNERS MAX NOTES: 6" MTL. TOP TRACK ROLL -UP DOOR FROM EACH END OR BREAK TO PREVENT SPREADING 1, ALL HANl 4 SUPPORTS TO BE ATTACHED 4 WITH 4 TURNS IN 1 1/2" (TYP) 600 5*2­35 CAST IN PLACE MAIN RUNNER a IV' 0.0, TYP. CONC. CURB ii METAL DOOR 2. SUPPORT EACH LI(5HT FIXTURE INDEPENDENTLY FRAME PAINTED OF CEILIN6 GRID WITH1-#12 P41RE AT TWOLINER PANEL, EA. 51DE, NOTE: OMIT CONC, CURB CORNERS DIAGONALLY ACROSS FROM ONE BY PEMB SUPPLIER ANOTHER. AT DOOR OPENINGS 3. ALL MAIN AND CROSS TEES, THEIR,5PLICE5 AND INTERSECTING CONNECTIONS SHALL BE ADEGIUATE TO RE-51ST -12 lbs. IN TENSION. NOTE. ALL METAL STUDS TO BE 20 CASE. SUSPENDED CEILING SUPPORT DETAIL WALL SECTION @ NEW STORAGE ROOM CONIC. CURB #3 ROLL -UP DOOR HEAD ND SCALE 1-1/2" 1-1/2" = V-0" (E) ROOF DECK (E) METAL WALL EXTENDMTL. 5TUD5 TO UNDERSIDE OF x x 6" 20 6A MTL. STUD, 3* VINYL FACED ROOF PECK. SECURE CEILING JOIST a 4005162-55 400 T150-53 2)-0" INSULATION AS NEEDED lb" O.C. lb'I ar", TYP. CONT, kv #8 x x 50REV4 o EACH P.E.M.B. WALL 4 LINER PANEL FLANGE TIRES MTL. LINER PANEL TO MATCH Np (E) L 5x3x1/4" CONT. GA. 3/1(o'x 5' S.M. PLATE MTL. WALL 2-#& SCRE-Io'15 3" PIPE - CONTINUOUS Is JAMB PANEL KS7 AT EACH CEILIN6 REFER TO PLAN WELD DOOR Ak BOTTOM OF ...... JOIST FOR LOCATION JAM5T0 PLATE 2 LAYERS 5/811 TYPE 'X' \47 ap. JOIST 0 GYP. ED. +101-0AF.F. BASE CLIP 11 #10 56REY6 12" O.C. (TYP. FLANGE TO + 4" 20 6A, MTL, STUDS TRACK - 4 PLACES) FIN. FLOOR SLAB DOOR TRACK a 161, O.G., TYP. 600 T150-54 3$ xROLL-UP DOOR (CONT. TRACK) 5/5" "TE w '711 DIA., WEATHERSTRIP 8 40 AND INSULATION 0 AWOL_ RESTROOlvf HALL 4005162-33 (CONT. STUD TOP 4 BOTTOM) TTOM) 77= BOLTS, 0 0 Wall TYPE Ix, GYP. BD. EACH SIDE, PROVIDE DOUBLEm 4" 20 6A. MTL TRACK PAINTED AT ENDS OF BOX MS. 0 0 Vil POWDER DRIVEN K0 " PINS a 52" 0.0, TYP. 9--�l will FIRE -RATED PARTITION/CEILING DETAIL ) WALL SECTION NEW STORAGE ROOM DETAIL OF TIRE; PPORT ROLL -UP JAMB Z� 1-1/2" 1-0" N11111111-- A, 32" MIN. CLE�R 18" MIN. HM JAMB BEYOND F ROLL -UP DOOR E URI— "HALF-5APPLE'THIRZESHOLD CONC PAVING HEATHERSTRIP ALUMINUM 300 2 THRESHOLD, x 45" CLEAR MAX. I SET IN SEALANT 11 SPACE SLOPE 41 CONCRETE SLAB NEH CONC. SLAB CAST IN PLACE L 2 X 2 XIA X 14'-O'LG. W1 EXPANSION JOINT 1/2'0 X 6' WELDED STUD SET THRESHOLD IN FULL �11 MAX) ANC14ORS a IWO.C. BED OF SEALANT GROUT SPACE ELEVATION PLAN ACCESSIBLE DRINKING FOUNTAIN 1 DOOR THRESHOLD DETAIL 1 DOOR THRESHOLD DETAIL OVERHEAD DOORSILL NO Se -ALE V_a 1'-0" COMPRESSION STRUT 5GHI=DULE LENGTH DIAMETER UP TO 4'-0" 3/411,P 51-o11 1110 &-oll _j I-I/Ti 00 O C RI tr) 0) LIZ 16 co N N00 Co LO (13N) rt or) C, C a 0 tillEa ARC RENEWAL DATE, REVISIONS REV# DATE COMMENTS Z� 09/13/04 Revised Per Plan Check Commer 08/20/04 ISSUED FOR PERMIT BLDG, DETAILS & WALL SECTIONS DCI PROJECT NUMBER: A03.015 DRAWN: RR CHECKED: MI DATE: 7-15-04 APPROVED: MI SCALE: AS SHOWN SHEET NUMBER SEE DETAIL '7/A5.2 #4 0 12" O.C. E.W. EXTEND 2' BACK FROM SERVICE PIT EDGE ------- 1 SEE DETAIL '7IA5.2 2-O 21-011 611 11_2„ 51_611 11-01, #5 (ASTM A6I5 GRADE 60) 1211 0.0 AT TOP OF SLAB OVERHANG -EXTEND 4'-0" #4 @ 12 O.G. E.W. BACK F M SERV(GE PIT EXTEND 4'-0" BACK FROM #4 0 12" O.G. E.W. 5ERVICE PIT EDGE EXTEND 2' BACK EDGE FROM SERVICE Npw PIT EDGE all � t 1 { 1 1 x X cv 5 I 1 `[IC A3.2 I i 1 i i y o a" i , 6 1 (TYP) #4 12" O.G. E.K DETAIL SCALE: 1/2"a l !MOki FIN. FLR. EL. 100'-0" (5)-0°6 TOP 4 BOTTOM 104ATERPROOI=IN6 #4 a 12" O.G. E.W. EACH FACE WATER STOP (T't'P) NOTE: SEE SCHEDULE ON DTL. 1/55.1 FOR � _ LAP SPLICE INFO 21_011 / 11 11-2it _/ ,t 2,_211 6" 41-011 5EE DETAIL WA5.2 V 1 S/ #5 (ASTM A 15 GRADE 60) 12" O.G, AT TOP OF SLAB OVERHANG EXTEND 4'-O" #4 ® 12" O.C. E.W. 15A.CK FRO SERYIGE PIT EXTEND 2' BACK EDGE FROM SERVICE PIT EDGE I I x 5 �-- A3.2 I 1 � 1 �. #4 @ 1211 O.C. E.A. 1" COVER<����.`�` (TYP a #4 @ 12" O.G. E.W. AT BOTTOM OF SLAB OVERHANG EXTEND 4'-0" BACK FROM SERVICE PIT EDGE 50ALE: 1/2"= l'-O" y Q o I/5" X 5" PL ON `1 EQ. TREADS Cap 9" = 5'-5" P-9" RADIUS #4 TRANSVERSE FIN. FLR. EL. 100'-0" 1/2" R. (TYP) #4 NOSING BAR (TYP) (5)-# 6 TOP ' AND BOTTOM qj WATERPROOFING a • v' #4 E.W. AND E.F. • all 1 -0. #4 @ 12" O.C. E.W. WATER STOP (TYP.) THICKEN SLAB TO 5" @ STAIR DETAIL SCALE: 1/2"= l'-O" FIN. FLR. / EL. IOOf_OU WATERPROOFING #4 ® 12" O.G. E.W. SLOPE. TO SUMP PIT WATER STOP (TYP.) #4 @ 1211 O.G. E.W. 4" "FERACA5T", FULL WIDTH 5AFETY STAIR N051NG. AMERICAN SAFETY TREAD CO. INC. STYLE 5O{-WITH CONGEALED CAST ANCHORS OR. APPROVED EOUIV. { ty 5 A3.2 1 1 Lu I > OA, Q #4 0 12" O.C. E.W. DETAIL. SCALE: NONE I " COVER (TYP.) #4 ® 1211 O.C. E.W. AT BOTTOM OF SLAB OVERHANG EXTEND 4'-0" BACK FROM SERVICE PIT EDGE SCALE: 1/2"= l k-©ii 5ERVI6E BAY FIN15HED FLOOR 5ERVIGE PIT LIGHTING ALCOVE LIGHT FIXTURE, 5EE ELECT. DWG5. 45* ANGLE MOUNTING BRACKET 5ERVIGE PIT FIN15HED FLOOR 1/4" DIAMOND PLATE (REMOVABLE) CABLE 5/E'a" EYE BOLT t r 1 � 1/2"x 5" x 1/2" STEEL PLATE HELD TO ANGLE 1/4" DIAMOND PLATE 5'-0" AIDE LOCATED CONT. FILLET WELD, TYP. 1N CENTER OF PIT. (REMOVABL.E) �} AT ALL HOLD. (PILD \/ERIl`-Y) 4"x 5"x 5/16" ANGLE A/ 5/4" /t ANCHOR (6" LONG W/ I/5" STEEL PANEL 2" HOOK = 5") ® 24"O.C. 5'-0" WIDE LOCATED IN CENTER OF PIT. 5/5" EYE BOLT z (tlu FIN. FLOOR IA , L 1/2"x 1/2"x 5/16" ROLLER FOR ROLLING L50x 5"x 1/4"-WELD TO PLATE OIL PAN SCALE: NTS FIN. FLR. EL. 100'-0" AATERPROOFING (off SUMP PIT COVER #4 @ 121, O.G. E.W. — WATER STOP (T'I'P) SUMP PIT EL. c15'-5" 6 I 1111111 @Ila 50 ALE: 1/6ii _ l,_Ok, T I `t3 w C E 4� ro Cl) UCj CL C3� C rj M 0 .� C0 Q . IN QED ARC yy =- 5 T �RENEW T ATE REVISIONS REV# DATE COMMENTS 1\ 09/13/04 Revised Per Flan Check Comments 08/20104 ISSUED FOR PERMIT owe > ,..,..»..,, W IL LUBE PIT DETAILS DCI PROJECT NUMBER: A03.015 DRAWN: JM CHECKED: MI DATE: 7-15.04 APPROVED: MI SCALE: AS NOTED SHEET NUMBER CONCRETE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS PER SCHEDULE. 2. LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE APPROVED BY ARCHITECT OR STRUCTURAL ENGINEER. 3. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES THROUGH WALLS AND FLOORS. 4. REFER TO ARCHITECT'S DETAILED DRAWINGS FOR ALL MOULDS, GROOVES, CLIPS, GROUNDS, CHAMFERS, ORNAMENTS AND OTHER INSERTS TO BE CAST IN CONCRETE. 5. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. 6. ALL CONCRETE SHALL BE HARDROCK CONCRETE CONFORMING TO A.S.T.M. C-33. 7. CONTINUOUS INSPECTION SHALL BE REQUIRED DURING PLACING OF CONCRETE FOR CONCRETE STRENGTHS GREATER THAN 2500 psi. 8. PROVIDE A MIX DESIGN PREPARED BY THE APPROVED TESTING AGENCY, BASED ON STRENGTHS OF THE APPROVED MATERIALS, AND MEETING THE REQUIREMENTS STATED ON THE DRAWINGS, A. SUBMIT TO THE ARCHITECT TWO RECORD COPIES OF EACH MIX DESIGN SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER, INCLUDING NEW MIX DESIGNS REQUIRED TO BE PREPARED SHOULD THERE OCCUR A CHANGE IN MATERIALS BEING USED. B. ALL CEMENT FOR CONCRETE MIX SHALL COMPLY WITH THE FOLLOWING: CEMENT TYPE: 11 MAXIMUM W/C RATIO: 0.50 (WATER TO CEMENT RATIO BY WEIGHT). C. MAXIMUM SIZE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL BE AS ,LARGE AS POSSIBLE TO MINIMIZE CONCRETE SHRINKAGE 1'/2" IS RECOMMENDED. D. CONCRETE SLUMP SHALL BE DESIGNED TO BE 4". SLUMPS SHALL NOT EXCEED 5" MAXIMUM. MATERIAL STRENGTH/PROPERTIES- SCHEDULE CONCRETE REBAR GRADE CONST. INSP. MAX. SLUMP 0 ITEM APPLICAPON TYPE STRENGTH A-615 A-185 ---(PSI) GR. 60 MESH YES . POINT FOOTINGS ROCK 3000 4#0 SLAB ROCK 4000 4" REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. A-615 GRADE 60 EXCEPT #4 AND SMALLER MAY BE GRADE 40; WELDED WIRE FABRIC A- 185. 2. DOWELS SHALL BE PROVIDED AT ALL POUR JOINTS AND SHALL BE THE SAME SIZE AND SPACING AS REINFORCING DIRECTLY BEYOND POUR JOINTS, EXCEPT AS OTHERWISE NOTED. 3. ALL REINFORCING STEEL MAY BE LAPPED AS INDICATED ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, PROVIDE CLASS "B" SPLICE PER SCHEDULE ON I/S4.1. GENERAL NOTES 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. 2. WORKMAN AND MATERIALS SHALL CONFORM TO THE DRAWINGS, THE SPECIFICATIONS AND THE(20OCALIFORNIAI BUILDING BUILDING CODE. 3. DETAILS NOTED AS TYPICAL ON STRUCTURAL SHEETS SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. 4. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT AS APPROVED BY THE STRUCTURAL ENGINEER. 5. FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN THE STRUCTURAL SLAB ELEVATIONS, AND OTHER ARCHITECTURAL, MECHANICAL, AND ELECTRICAL REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION, THE DEPTH, EXTENT, AND LOCATION OF ALL FLOOR DEPRESSIONS, ELEVATED AREAS, OR OTHER IRREGULARITIES SHALL 'BE COORDINATED WITH ARCHITECTURAL OR APPLICABLE DRAWINGS. THE STRUCTURAL DRAWINGS DO NOT NECESSARILY INDICATE ALL OF THE ITEMS. 6. STRUCTURAL PLANS INDICATE ONLY THE APPROXIMATE LOCATION OF MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT, AS WELL AS RELATED AUXILIARY FRAMING NECESSARY TO SUPPORT SUCH GEAR. THE FINAL POSITIONING OF THESE ITEMS IS DEPENDENT UPON THE EQUIPMENT SELECTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN 'SUBCONTRACTORS AND CRAFTS IN THIS REGARD, AND PROVIDING NECESSARY DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES AND DETAILERS INVOLVED. 7. CONTRACTORS FOR FACADE ELEMENTS, SKYLIGHTS, STAIRS, AS APPLICABLE, SHALL SUBMIT STRUCTURAL DESIGN CALCULATIONS AND DRAWINGS FOR FRAMING MEMBERS AND CONNECTIONS TO THE STRUCTURE FOR THE REVIEW AND APPROVAL BY THE , ENGINEER OF RECORD PRIOR TO, SUBMITTING TO THE CITY FOR APPROVAL. CON- NECTIONS OF THESE ELEMENTS SHALL NOT INDUCE TORSION ON THESTRUCTURAL MEMBERS. NO FABRICATION SHALL BE DONE PRIOR TO CITY APPROVAL. 8. DETAILS NOTED AS "TYPICAL" OR "TYP." APPLY IN ALL CASES WHETHER OR NOT SPECIFICALLY REFERENCED. 9. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING OR SHORING FOR CONSTRUCTION LOADS ON FRAMING MEMBERS OR CANTILEVER MEMBERS OR EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS AND DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES FOR THE ABOVE. 10. ANY DISCREPANCIES IN THE DRAWINGS BETWEEN THE STRUCTRUAL DRAWINGS AND OTHER CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. 11. ANY SUBSTITUTIONS OR MODIFICATIONS OF THE DETAILS SHOWN SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH THE WORK, 12. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONAL INFORMATION. 13. METAL BUILDING DESIGN IS BY MANUFACTURER. FOUNDATION 1. EXCAVATE FOR FOUNDATIONS TO THE DEPTHS SHOWN ON THE DRAWINGS BELOW UNDISTURBED SOIL OR COMPACTED EARTH, 18" MINIMUM UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, ETC. NECESSARY TO SUPPORT CUT AND/OR FILL BANKS DURING EXCAVATION, AND FOR FORMING AND PLACEMENT OF CONCRETE. 3. CARE SHALL BE TAKEN NOT TO OVEREXCAVATE FOUNDATION AT LOWER 4. REINFORCING STEEL SHALL HAVE THE FOLLOWING MIN. COVER (U.N.O.): ELEVATION. PREVENT DISTURBING SOILS AROUND FOOTINGS AT HIGHER ELEVATION. CAST AGAINST & PERMANENTLY EXPOSED TO EARTH ....................3" I FORMED, EXPOSED TO EARTH/WEATHER, #6 & LARGER ..................2" 4. FILLING AND BACKFILLING SHALL BE COMPACTED TO A MINIMUM OF 90% OR MORE FORMED, EXPOSED TO EARTH/WEATHER, #5 & SMALLER .................1--1 /2" IF SO NOTED, OF MAXIMUM DENSITY IN ACCORDANCE WITH THE SOILS REPORT NOT EXPOSED TO EARTH/WEATHER, BEAMS, COLUMNS (INCLUDING TIES)..1-1/2- AND ASTM TEST METHOD D-1557-78. FLOODING OF BACKFILL IS NOT NOT EXPOSED TO EARTH/WEATHER, SLABS & WALLS ....................3/4" ...................3/4 PERMITTED. 5. WATER SHALL BE REMOVED FROM FOUNDATION "'EXCAVATION PRIOR TO 5. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF PLACING OF CONCRETE. CARE SHALL BE TAKEN SO AS NOT TO DRY OUT STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION, BY CRSI. UNDERLYING NATURAL SOILS. 6, CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL BE NOT LESS THAN 1 6. ALL FOUNDATION BEARING AND FILL MATERIALS SHALL BE INSPECTED BY A NOR I " BAR DIA., NOR 1-1 /2 x MAX, AGGREGATE SIZE. BARS IN SECOND LAYER REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER AND THE BUILDING INSPECTOR SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN. DISTANCE BETWEEN, AS REQUIRED, BEFORE PLACING OF CONCRETE. LAYERS - 1 7. THE FOUNDATION AND SLAB ON GRADE DESIGNS DO NOT INCLUDE PROVISIONS FOR EXPANSIVE SOIL OF FROST LINE CONDITIONS, UNLESS 7. WELDED WIRE FABRIC LAP (END & SIDE) SHALL BE ONE FULL MESH + 2-. NOTED OTHERWISE. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF 8. ALL WELDING OF REINF. STEEL SHALL BE DONE IN ACCORDANCE WITH THEAWS D1.4 ANY LOCAL CONDITIONS/REQUIREMENTS THAT WERE NOT ADDRESSED. WELDED REINFORCING STEEL SHALL CONFORM TO A.S.T.M A706 AND USE LOW HYROGEN 8. THE FOUNDATION AND SLAB ON GRADE DESIGN DOES NOT INCLUDE AN ELECTRODES. INVESTIGATION OF EXISTING UNDERGROUND UTILITIES/EQUIPMENT WHICH MAY CONFLICT THE NEW FOUNDATION ELEMENTS. 9. ANCHOR BOLTS SHALL CONFORM TO ASTM A36. 10. SEE SOILS REPORT FOR ADDITIONAL INFORMATION. GEOTECH SOLUTIONS, INC. 27 MAUCHLY SUITE 210 IRVINE, CA 9261.8 PROJECT. G-2694�-01 AUGUST 9, 2004 Im SPECIAL INSPECTION: 1. CONCRETE PLACEMENT 2. COLUMN ANCHOR BOLTS A.B. ANCHOR BOLT A.I.S.C. AMERICAN INST. OF STEEL CONSTRUCTION 1 ARCH. ARCHITECTURAL ASSY. ASSEMBLY A.S.T.M. AMERICAN SOCIETY FOR TESTING & MATERIALS A.W.S. AMERICAN WELDING SOCIETY BLDG. BUILDING BLK. BLOCK BLKG, BLOCKING BM. BEAM B.N. BOUNDARY NAILING BOT. BOTTOM BRG. BEARING BTWN. BETWEEN CLR. CLEAR, CLEARANCE COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS C.M.U. CONCRETE MASONRY UNIT DET. DETAIL DIAG. DIAGONAL DIA. DIAMETER DBL. DOUBLE DWG. DRAWING (E) EXISTING EA. EACH ELEV. ELEVATION E.N. EDGE NAILING EQ. EQUAL EXIST. EXISTING EXT. EXTERIOR 28 day compressive strength - concrete f'm compressive strength - masonry F.S. FAR SIDE FLG. FLANGE FLR. FLOOR FRMG. FRAMING FT. FOOT FTG. FOOTING GA, GAUGE HORIZ. HORIZONTAL H.R. HARD ROCK IN. INCH LLV. LONG LEG VERTICAL LT.WT. - LIGHTWEIGHT MAIL - MATERIAL MAX. - MAXIMUM MECH. - MECHANICAL MIN. - MINIMUM MIS - MISCELLANEOUS (N)C. - NEW NO. - NUMBER N.S. NEAR SIDE NS/FS NEAR SIDE AND FAR SIDE N.T.S. NOT TO SCALE O.C. ON CENTER O/C ON CENTER O.D. OUTSIDE DIAMETER O.H. OPPOSITE HAND OP. - OPERATING OPG. - OPENING it PLATE RAD. RADIUS REF. REFERENCE REINF, REINFORCEMENT READ REQUIRED RM. ROOM SCHED. SCHEDULE SECT. SECTION SHT. SHEET SHTG. SHEATHING SIM. SIMILAR SLV. SHORT LEG VERTICAL SPA. SPACING SPECS. SPECIFICATIONS SQ. SQUARE STD. STANDARD STIFF. STIFFENER STL. STEEL STRUCT. STRUCTURAL SYM. SYMMETRICAL THD. THREADED T.O.C. TOP OF CONCRETE T.O.S. TOP OF STEEL T.O.SH. TOP OF SHEATHING TYP. TYPICAL VERT. VERTICAL W/ WITH WD. WOOD W.P. WORK POINT WT. WEIGHT W.W.F. WELDED WIRE FABRIC U.N.O. UNLESS NOTED OTHERWISE 0 AT t) LO M U: a: - It, '00) 05 f M 4D Cl) a-1 09 Peyton - Tomita and Associates I - 954 Town & Country Rd Orange, CA 92868 Ph:(714) 245-4930 Fax-.(714) 245-4933 REVISIONS REV# DATE COMMENTS 1 11/12/04 PLAN CHECK We 4 N- � 4- -4-1 GENERAL NOTES DCl PROJECT NUMBER: AOS-015 DRAWN CHECKED: DATE: APPROVED: SCALE: Simi GENERAL NOTES SCALE: NONE I i AHFFT N1 JMRFR (j)-- - M.- a Peyton - Tomita and Associates 954 Town & Country Rd Orange, CA 92868 Ph:(714) 245-4930 Fax.-(714) 245-4933 mmems REVISIONS REV# DATE COMMENTS 1 11/12/04 PLAN CHECK NEW 6' CONCRETE SLAB w/ #4 0 18"o/c EACH WAY AT SLAB MIDHEIGHT OVER GRAVEL, SAND, OR COMPACTED EARTH BASE. 1M1 � .o, .. �a .a .q `Qv., � a a •q. � .a, .. ., q: o• '.° Q q `� •q •q r.�i I{ +���/�� N OVERCUTS 0 IN CORNERS V-8- SIDES =za NO OVERCUTS f T] 'l-r- i - I ! 111 '' 1 i'�' IN CORNERS. TYPICAL T----- ---- - ---- FOUNDATION NOTES NEW 6" CONCRETi SLAB w/ NEW LURE BAY cl, #4 0 18"O/C EA61 H-WAY--AT----------•-- --- -- 1. SEE SHEET S3.1 & S3.2 FOR TYPICAL DETAILS NOT OTHERWISE SHOWN. PIT. SEE ARCH DWGS, 6" LAYER SLAB MIDHEIGHT OVER OF CRUSHED ROCK ON COMPACTED 2. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONAL AND FLOOR ELEVATION INFORMATION. 7 HEARTH BASE. 3. COORDINATE WITH ARCHITECTURAL DRAWINGS AND OTHER CONSULTANT DRAWINGS FOR UNDERGROUND UTILITIES AND EOUIPMENT PRIOR TO PLACEMENT OF SLAB. 'IT v: L 4. SEE 13UI QQg LAYOUT. 9 E Y F�)7 1 10 TYP 0'' R tKil rvv 4z SCALE: 1/8=1'-O" BLDG WALL I I BY MFG TYP . REINFORCING FOOT NG FOOTING �HOPJING - EA. NAY �UNO) REMARKS M SIZE E KNESS. BOTTOM TOP 4-18" 6" SQ 1 645 PLANS DCl PROJECT NUMBER. A05-015 DRAWN: CHECKED: DATE: APPROVED: $CALE: S2.1 CONCRETE SLAB ON GRADE PER PLAN x ••• , ' ' to . to Z `,j�//XS COMPACTED #4 DOWEL EARTH BASE 0 24"o/c 1'�-6" 2-�•#5 CONT 18 TOP & BOTTOM 12 WD-FDN06-1" NEW #4 DOWEL 0 24"0/c.— PROVIDE 3/40 X 6" DEEP HOLE WITH HILTI HIT HY150 ADHESIVE NEW CONCRETE SLAB PER PLAN cy t COMPACTED EARTH BASE 1-v 1. �--- EXISTING CONCRETE SLAB ON GRADE EXISTING CONCRETE FOOTING CONFON05-1" TYPICAL TURNDOWN SLAB SECTION 1101 TYPICAL SLAIB/DOWEL DETAIL 17 NEW #4 DOWEL 0 24"o/c. W/ HILTI HIT HY150 ADHESIVE 6„ 1, _ 6„ EXISTING CONCRETE SLAB—\ = NEW CONCRETE ca SLAB v hl.c .....l,.l...l�l 46 ROUGHEN AND CLEAN CONFON58-1" NOTE: NOTE: FOR SLAB REBAR SEE PLAN. REBAR TO BE CONT.. THRU JOINT. VERIFY SIZE, LOCATION & EXTENT MESH TO STOP 0 JOINT. OF DEPRESSIONS AND CURBS WITH ARCH, DRAWINGS PROVIDE DIAMOND OR CIRCULAR BLOCKOUTS 0 COLUMNS, FILL 28 DAYS AFTER CASTING CONCRETE SLAB CONSTRUCTION JOINTS 0 COLUMN LINES , PER PLAN MATCH SLAB THICKNESS 2x4 CONT,---- BEVELED KEY . Nk— SAW -"CUT CONTROL JOINTS OR PREFORMED JOINTS 0 MID -BAY OR 20'--0"t O.C. MAX. PLAN FIRST POUR t SECOND POUR 40'--0" MAX. 1 40'--0" MAX. CONSTRUCTION JOINT REINFORCING STEEL SPLICE AND EMBED SCHEDULE CONCRETE MASONRY NN SPL CE MREDMEN I<CQSPLiCIw B4DMMEEN SPLICE MBEDMEN 1-0_. tS,t TCIP ElTNI:R TnA IffTI'IM REBAR SPLICE & EMBED NOTES: 1. SPLICE AND EMBEDMENT LENGTHS ARE IN INCHES. SPLICES ARE CLASS "B". 2. 0,80 OF SPLICE LENGTH MAY BE USED IF LESS THAN '/2 OF THE BARS ARE LAP SPLICED WITHIN A REQUIRED LAP LENGTH, OR BARS ARE SPACED 0 6d b O.C, OR GREATER, 3. TOP . BARS REFER TO HORIZONTAL BARS WITH MORE THAN 12" CONCRETE PLACED BELOW DURING A POUR. OTHER BARS ARE BOTTOM OR VERTICAL BARS, 4. WHERE REQUIRED EMBEDMENT CANNOT BE OBTAINED WITH STRAIGHT BARS PROVIDE 180' OR 90` HOOK EQUALING LENGTH BELOW. AiGTH NOT LESS THAN 12 BAR DIAMETERS. • ' 16 BAR DIAMETER BUT NOT LESS THAN 8 5. SCHEDULE IS FOR REGULAR WEIGHT CONCRETE, INCREASE LENGTHS BY 30% FOR _ LIGHT --"WEIGHT CONCRETE. SEE ARCH, OR MECH DWGS, FOR SIZE, LOCATION OF 1-#4 BAR DEPRESSIONS SEE ARCH, DWGS. ADD #4 BAR FOOTING #4018"O.C. DWLS. PER PLAN t V, +• L 5 9♦ 1� , AT CURB DEPRESSIONS INTERIOR SLABS 20'-O"O.C. MAX. E.W. PREFORMED PLASTIC JOINT STRIP OR SAWCUT CONTROL JOINT --INSTALL REMOVABLE PER MFR'S PRINTED TOP INSTRUCTIONS e ' TOOL CONTROL JOINT ti ` TYPICAL. REINFORCING SCHEDULE wUj �� Q 0- h w� ui Q DOWELS TO MATCH EACH FOOTING REBAR FOOTING REINFORCING A PER PLAN AND SECTIONS d ' � 4 <i 4 P LAN 1 NOT USED 11 TYPICAL SLAB/DOWEL DETAIL 8 TYPICAL SLAB ON GRADE DETAILS 1.5 TYPICAL FOOTING REINFORCING DETAIL 2 gal L1 1/2X1 '/2X3/16 CONT W/ 1/2"0 WELDED STUD TRENCH GRATING, AT 24"0/c & 3" FROM ENDS PER ARCH TYPICAL _714 DOWEL CAD 24"o/c #4 CONT TYPICAL TYP 5" TRENCH 11--6" SLAB ON GRADE TYP PER ARCH TYP PER PLAN a t o a o d a p. py" 'T"-f'"'T'MV+.n..Nrn.srrr 4 1r, d 4,4 VT µ yi. ;l` . � •.., 0 h Yt. .1^tS5 ri . q' 't, VA ,+ � � lR {r,1•" �� , , ' 4, eL;• t'' h, Nri .i ,e i. 4 �' "41, N .t A ' , R• T••«,r t"' t.. ,a..r . ,„<ot.,t ,',Vt .t .. .;: w' �'�. .°S � � . l•,; a,."t..�..'Hl'.. , . „� .ar ,•ZF ,r P4 ^^^..'.`� � � .! f� irl�',,..5; ,�.u,N"'' f '�. ' 1 �IT• 10 t[. 995 tAIMAI1 FOOTING STEM (WHERE OCCURS) FOOTING - (WHERE OCCURS) WRAP PIPE WITH F WRAP TO MAINTAIN/g" MAX ALL AROUND PIPE. PIPE BY OTHERS Peyton - Tomita and Associates 954 Town & Country Rd Orange, CA 92868 Ph:(714) 245--4930 Fax:(714) 245--4933 REVISIONS REV# DATE COMMENTS >x Ld .......... n ------- K r o � SECTIONS AND DETAILS DCI PROJECT NUMBER: A05-015 DRAWN: CHECKED: DATE: APPROVED: SCALE: S3v1 NOT USED 121 TYPICAL. TRENCH DRAIN SECTION NOT USED p SHEET NUMBER NOTE: SPECIAL INSPECTION IS REQUIRED FOR ANCHOR BOLT L INSTALLATION. COLUMN & METAL BLDG 1" MAX DRYPACK BASE PLATE BY OTHERS PER BLDG MFG. NEW CONC CURB 2-#4 CONT wow" ------ -% #4 DOWEL 0 18"o/c 00 L 4'......... l"%*". 12 ..... ... ........ i '';., l . 1 4 fill 4 4 LLj 7A 77 - REINFORCING PER PLAN co ........ ... . ... ...... #4 CONT ICL MIN (o all NEW CONC SLAB ON I:i-:l I 1 -11 I=:;I I 1 3" CRUSHED L141f GRADE PER PLAN ROCK LAYER 41 ANCHOR BOLT DIA - PER MFG. TYP COMPACTED (3/4"MIN-ASTM A36) EARTH BASE ANCHOR T-3/8x4" SQ. W/ NUT T&B, TYP COL FTG PER PLAN NOT USED 10 NOT USED 7 CURB SECTION 4 COLUMN FOOTING SECTION 8" OL METAL BLDG BY OTHERS 2-#4 CONT NEW CONC CURB #4 DOWEL 0 18"o/c L EXISTING REMOVE EXISTING CONCRETE COLUMN DOWN TO MATCH NEW SLAB p NEW CONCRETE THICKNESS SLAB PER PLAN 12 00 A -4, A GR. 44- z IN, �""' #4 CONT GRADE C-4 z NEW CONC SLAB 0 EXISTING CONCRETE ON GRADE PER PLAN TO REMAIN a EXISTING Cy FOUNDATION 3-#5 ..................... 7M 70 CONT Aft— =1 P=l 3 CR ED J I 1=1 I 1=1 I I LI r=,, ROCK ER r IT PER PLAN COMPA EARTH E NOT USED NOT USED 8 CURB SECTION STING COL M FOOTING SECTION. 2 L L NOTE: SPECIAL cc� �r" QJECTIJ"S METAL BLDG BY OTHERSCOLMN 0' o ANCHOR BOLT INSTALLATION. BASE PLATE NEW CONC 2-#4 CONT CURB 3" MIN CONC PER BLDG MFG. COVER BELOW #4 DOWEL 0 18"o/c GRADE ,.--#4 DOWEL 0 12"o/c INTO COL FTG 18 I)o FIN UO- GRADE —!l 4. 4 LU ....... CL 41 FIN. GR. 4: aa "/2 MAX DRYPACK 41 ol z REINF .. T #4 CONT f': GRADE co PER PLAN 0 z 0 CL MIN 0 z NEW CONC SLAB 0 2 ON GRADE I PER PLAN n �3 10 14 771 �7 3-#5 CONT - ANCHOR BOLT DIA CRUSHED ROCK LAYER PER MFG. TYP (3/,"MIN-ASTM A36) I ANCHOR ft%W SQ. W/ NUT T&B. TYP L PER PLAN COMPACTED COL FTG EARTH BASE PER PLAN NOT USED 121 NOT USED 9 CURB SECTION 6 COLUMN FOOTING SECTION 3 X (7) Q 8N) I% < . -b E— Peyton - Tomita and Associates 1 954 Town & Country Rd Orange, CA 92953 Ph:(714) 245-4930 Fox:(714) 245-4933 REVISIONS REV# DATE COMMEWS 1 11/12/04 PLAN CHECK I I WE SECTIONS AND DETAILS DC1 PROJECT NUMBER: A05-015 DRAM CHECKED: DATE: APPROVED: SCALE: S3.2 SHFFT NI IMTAFP C,Mr)r)Tl4 MPTAI 41,AMnPY r-Acw'.lA AUELIN6 CANOF*^r=57 L.F.VA71 ON SCALE: 1/4" = 1'-0" 5 — UELIN6 CANOP'*'r 50U7H ELEVA710N SCALE. 1/4" = V-O" NOTE: CANOPY STRUCTURE & FOOTING FOR REFERENCE ONLY, NOT INCLUDED IN THIS PERMIT CANOPY CONCRETE DRIVE SLAB, SEE CIVIL DRAKN65 c)MntOTH MFTAI_ CANrjP'r FASOA. rA FCI,2 DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC, 14'-5 518" 14'-5 5/5" L 44'-0" 401-0" 25'-0" COLUMN (lYP) FUEL ISLAND NSM FUEL DISPENSER (TYP OF (N.I.C) Ll EIJ li 5EE DETAIL 6IFr,1.2 FOR 17-0' kTION $ DIMENSIONS OF EGUIP. 7 FC1.2 Lu 4-111X6411 K105K `� ��w� 6 FC1.3 1 —"x I Tx I _3" lu METAL CURBED 15LAND El i EXPANSION JOINT (E.J) SEE PTL. Cl, 5HT. F-01.2, TYPICAL uj i FUEL IN6 CAN0f=*Too FLAN SCALE.- 1/4" = 1'-0" 21-01' 0 FC1.2) I 4 0 4 8 FEET GRAPHIC SCALE: 1/4" = V.V 0 z ;wow v) cr) A2 4 co ko -0 cz SR) 4) p cn vi _3 Nm m REVISIONS REV# DATE COMMENTS 08120104 ISSUED FOR PERMIT F. FUELING CANOPY PLAN & ELEVATIONS DCI PROJECT NUMBER: A03-015 DRAWN: JM CHECKED: M) DATE: 00/09/03 APPROVED: MI SCALE: AS NOTED FC1 ml SHEET NUMBER TOOLED JOINT ELASTOMERIC, 5EALANT 1/2" (P x 16" OILED 1/4" RAVIU5 IF PLASTIC SMOOTH 51EEL DOWEL INSERT IS NOT USED 0 181, O.O. - SACKER ROD INTERRUPT REINFOROIN& AT JOINT (A5 APPLICA5LE) 3/8" PRE -MOLDED EXPANSION MATERIAL FULL DEPTH OF CONCRETE) NOTr=- 1. EXPANSION JOINTS a 20' - 25' O.C. MAX. WHEN APPROVED BY OWNER A III DEEP 5Y Va" WIDE SAWED JOINT MAY BE U5ED AND MU5T BE DONE NO LATER THAN 24 HRS. AFTER CONCRETE 15 POURED. ' � EXPANSION JOINT - DOWELED NOT USED 0, (2)— #4'REBARS CONTIMOUS Ai *0 comp. rILL ,201,00-_ 0 o 00* COMP. EARTH KT.S. INSIDE CORNER OU TSIDE CORNER MCRETE FUEL ISLAND ELEVATION Kios,K rLook, 1gy Kim MANUFAMF 4'* CONC. SLAB W/ 64 10/10, WW-M, & 1,2' THK. EDGE 1/2" EV. JOINT (T,&.) 4 6 00 comp, FILL TH R 18-uLONG #0 ia4x " � 1 11 1 CONCRETE SLAB CORNERS KIOSK MOUNTING & ISLAND DETAIL TYPICAL DETAILS FOR REFERENCE ONLY 10 it OSK WALL PANELS (N.I.C.) —4 itiSIDE, METAL ISLA-ND REST ON RE04rbikitM�. ANGLk tobN 4" Oque- 'SLAB W/ ro*s 6A, w1w.m- 1/2* EM ANT (TYP,) 60 616 wl"wiml-A 12 CO ll.r' LOW' - I MTL, ISLAND FORM NOTE: 0"oTL Is Qrolw, Ei 4) C/) a 22, CZ SQ)h I. +k. am N CIS cr) _4 E— C_� REVISIONS REV# DATE COMMENTS 08120/04 ISSUED FOR PERMIT FUELING CANOPY SECTION & DETAILS DCI PROJECT NUMBER: A03-015 DRAWN: RR CHECKED: MI DATE: 7-16-04 APPROVED: MI SCALE: AS NOTED FC1.2 SATELLITE ISLAND DETAIL SHEET NUMBER MTLFORM 6%, 6* STEEL 'POSTS 1118"x n" 6souut ,0I$PEN%R 20 HOSE RE*MAGTOR RPE TOP VIEW aps"'I" FWD HOSE -REEL I OPTI()NAQ 6�*, 60 S-TaL POSTS, N—MOTOR 01L RIFE�, Alft. HOX REEL -TOP 00 TYPICAL DETAILS t 4" -f-Ir 14- FOR REFERENCE ONLY VI FW B MOTOR OIL, AIR & WATER REEL POST ASSEMBLY - SECTION MOTOR OIL, AIR & WATER REEL POST ASSEMBLY - PLAN N,TS. t WNDSHIEU) OPIi ONA, Samoa== OPTIONAL 'AN MOUNT TO" IELD WAS 'HER / USING MA OLT SIZE IrOR' . . . . . . . . . FL OSE REE REEL. . . AfR HQ $E REEL: MOTOR OIL REEL MOTOR R HOSE -CE h. (IN MYORAUX, HOSE, FLEX WISE -'--,MQTOR 'OUTI-V CONTR 1 "Nolswto *Atom Aff VAMS V"yp) ID C is SHOT -OFF VALVE -5/V O,D. HYDRAUL10 SUML ve, posTs Aox:ell STEAL -POSTS 1/2" 0 STEEL PIA, SLEEVE 5' LONG (14000A, OIL) PIPE SUPPORTS (TYP)— SHE Aft" S-EM404-BOLT w,/(41) 'ALUM. #kT$, MAXSIZE Of," 140 s :Tor p qll or x 3 -DEEP GRAVEL flU MOTOR OIL, AIR & WATER REEL POST ASSEMBLY - SECTION MOTOR OIL, AIR & WATER REEL POST ASSEMBLY - SECTION O s) . N *5 v) tz clQ Ncw) REVISIONS REV# DATE COMMENTS 08/20/04 ISSUED FOR PERMIT aprarwwr 1.4. S- 0.0 ()40 Q) FUELING CANOPY SECTION & DETAILS DCI PROJECT NUMBER: A03-015 DRAWN: RR CHECKED: MI DATE: 7.IR4 APPROVED: Mt SCALE: AS NOTED FC1 n3 SHEET NUMBER PERMIT DRAWING i.'.._IST DESIGN CRITERIA SUMMARY EXISTING BUILDING 00 III r r- Ln L o o N > I 0111 o I o Ln co as 1-11 v w Ln co M DATE: 09/13/04 DRAWN BY: KSJ z LCHECKED BY: 111 _::)o KEY PLAN THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE TITLES AND DRAWING SEQUENCE NUMBERS THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. DRAWING TITLE: AG FILE NO,: _L: ROOF SECONDARY STRUCTURAL f-RAMING PLAN DATE: 02/ 16/83 DRAWING NUMBER: ® 83_ 1 23456-05L REVISION 02 TITLE THE YEAR DURING WHICH YOUR ORDER WAS ENTERED THE BUTLER ORDER NUMBER OF YOUR ORDER A DRAWING SEQUENCE NUMBER REVISION LEVEL OF THE DRAWING. IF THE DRAWING HAS NEVER BEEN REVISED, 00 APPEARS HERE. D04-T69815-00 COVER DRAWING - SHEET 1 D04-T69815-01 FLOOR PLAN DRAWING - SHEET 1 D04-T69815-02 FRAME ELEVATION DRAWING - SHEET 1 D04-T69815--04 ROOF FRAMING PLAN - SHEET 1 REVISION NO. 1 REVISION NO. 2 GENERAL REVISION PER DATEQ1/10j05 GENERAL REVISION PER CUSTOMER REQUEST CUSTOMER REQUEST DRAWN BY: BUTLER MANUF[ACTUR I NG BJK1�� COMPANY CHECKED BY: GENERAL OFF I CES-KANSAS CITY, M I SSOUR I a i 9 9 J Q ORDER ENGINEERING SYSTEM The 2001 edition of the "California Building Code" by the international Conference of Building Officials (CBC). Building Use Category 4 (GENERAL USE) Collateral Load 5,00 psf Roof Panel Dead Load 0.87 psf Live Load Roof Live Load 20.00 psf Tributary Load Reduction (Y/N) Y Snow Load Ground Snow Load (Pg) Snow Importance Factor (I) 1.00 Snow Exposure Factor (Ce) 0.70 Exposure of Roof Partial Exposed Rf Terrain Category C Thermal Condition Normal Rain on Snow Load Roof Snow Load (Pf) Wind Load Wind Speed 70 mph Wind Importance Factor 1.00 Enclosure Classification Enclosed Wind Exposure Factor C Seismic Load Seismic Zone 4 Near Source Factor �Nv� Na4 .00 Near Source Factor 4 .00 Seismic Performance Category Soil Profile Type D Basic Struc. Seismic Res. Response System System Mod. Factor Bracing Bldg. Frm. Concentrically 5.60 System braced frames Main Frames Moment -Res. Ordinary moment 4.50 Frm. System frames of steel Analysis Procedure Equivalent Lateral Force Procedure COVER DRAWING NOTES Deflection Amp. Factor 3.920 MI[ir'�i] t �4 } STANDARDNOTES: 4 CDO001 ATTACH PATENT PLATE 007849 TO THE WEB OF AN INTERMEDIATE RAME COLUMN AT EYE LEVEL. CDO002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRIC N. REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. CD0013 IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO TH MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED TH,E SEAL OF THE ENGINEER, OF RECORD FOR THE ENTIRE PROJEC CD0017 MATERIALS ASTM DESIGNATION _ - - STRUCT PLATE 1 " 8c LESS A529 AND A572 FY =55 KSI GR E 55) STRUCT PLATE OVER 1 " A529 AND A572 FY = 50 KSI �GR 50 LIGHT GAGE/COLD FORMED EQUIV TO A1011 FY = 60 KSI (GRA 60) ROOF AND WALL PANELS A653 AND A792 GRADE 50, 80 ROUND TUBE A500 GRADE B FY = 42 KSI SQUARE TUBE A500 GRADE B FY = 46 KSI BRACE RODS 3/4" & LESS A510 GRADE 1018 BRACE ,RODS OVER 3/4" A572 GRADE 50 OR GREATER CDO026 1 /2" DIA. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY: THE DRAWINGS CALL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. ASSEMBLY CONTAINS ------------------------------------------------ - 00974611 /2X1-1 /4BOLT (0095085 AND NUT (0095032 0097462 1 /2X1-1 /4 THN HD BOLT 0096636) AND NUT 0095032) 0097463 1 /2X 1 -1 /2 BOLT (0095195) AND NUT (0095032, 0097464 1 /2X 1-3/4 GALV BOLT (0095331) AND (0095032) 0097465 1 /2X2 A325T BOLT (0097280) AND (0095230) CDO027 HIGH STRENGTH BOLTING-_-_-- ALL HIGH STRENGTH BOLTS ARE A-325-T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE SNUG TIGHT METHOD SPECIFIED IN THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", PUBLISHED BY RCSC, DATED JUNE 23, 2000. SNUG TIGHT CONDITION IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRON WORKER USING AN ORDINARY SPUD WRENCH TO BRING THE PLIES INTO FIRM CONTACT. BUILDER: IIII PROJECT: 1111 BUILDING ORDER DESCRIPTION: PENSKE TRUCK LEASING CO KAKI SAS CITY, MO PENSKE TRUCK LEASE SANTA ANA, CA 9X55X13 LRSS 20# LL + 5#CLL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 i �', F�E X P. C3 - �3 �1- 6* No 04 DRAWING TITLE: DRW: KSJORDAN CHK: COVER DRAWING DRAWING NUMBER: s!«t ®5- ENG: DATE: 08/09/04 1111 REV. D 04-T69815-00 111102 N 6 cn' CN > o a.� t- 0 Ln 00 co i U i W �Ln 00 m DATE: 08/23/04 DRAWN BY: KSJ z r'rL j CHECKED BY: �o z 0 m W oI 0 z V) ox _W oz 0U) � x 00 W z 0 0 W U) 5/8"0 ROD WALL BRACE EXIST NG BUILDING FLOOR PLAN REVISION NO. 1 REVISION NO. 2 GENERAL REVISION °01/ 10 05 GENERAL REVISION :Q� u78I m DRAWN BY: BUTLER M/1NUFA-CTUR I NG BJK COMPANY CHECKED BY: GENERAL OFF I CES-KANSAS CITY, M I SSOUR I ORDER ENGINEERING SYSTEM PENSKE TRUCK LEASING CO KANSAS CITY, MO PENSKE TRUCK LEASE SANTA ANA, CA STANDARD NOTES: AB0007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE SQUARE, LEVEL, AND SMOOTH. AB0009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO NOT HAND SET ANCHOR BOLTS. AB0010 ANCHOR BOLTS MUST BE ASTM F1554, GRADE 36. AB0013 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD ON ANCHOR BOLTS. AB0014 C A U T I O N RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL. A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE. AB0015 FOUNDATION DESIGN AND ANCHOR BOLTS, NUTS AND WASHERS ARE NOT FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. AB0016 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. AB0017X THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION, OR EITHER THE INSIDE FACE OF/OUTSIDE FACE OF WALL. 9X55X13 LRSS 20# LL + 5#CLL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 DRAWING TITLE: SPECIFIC ANCHOR BOLT DRAWING L� . iRW: KSJORDAN III DRAWING NUMBER: III® [) 04-T6981 5-01 III 02 0 L0 C) CN 0 0 Lo 00 cy) Q0 c) Li Ln REVISION NO. 1 00 m DATE: 08/23/04 GENERAL REVISION DRAWN BY: < Q) Z KSJ ry 0 CHECKED BY: D 0 REVISION NO. 2 DATE: GENERAL REVISION 01/10/05 DRAWN BY: BJK CHECKED BY: L= BUTLER MANUFACTURING C 0 M P A N Y GENERAL OFFICES-KANSAS CI-i - Y, MISSOURI F V� o CO 0 Cf-) x IFOW EXISITNG BUILDING OFOW EXISITNG BUILDING I SW N cl LINE 00 V 0 CL 9 it 8t-1 1 C2 9 ) -8" SW FRAME FRI 2 SPACES AT 3'-_1 1 1/32j) PURLIN LOCATIONS m PART TOP FL BOT FL WEB DEPTH Bi 5 X .25 5 X .25 .120 12 PRODUCT OF THE ORDER ENGINEERING SYSTEM cl 5 " X .25 1 5 " X .25 .120 C2 5 X .25 5 " X .25 .120 " ALL PLATES SHALL BE 55 PENSKE TRUCK LEASING CO KAN SAS CITY, MO affiroMm PENSKE TRUCK LEASE SANTA ANA, CA a a BUILDING ORDER DESCRIPTION: 9X55X13 LRSS 20# LL + 5#CLL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 DRAWING TITLE: CROSS SECTION ERECTION DRAWING DRW: KSJORDAN Jill DAT E: 081/09/04 DRAWING NUMBER: 04-T6981 5- 1 0 4 0 Ln o � c�1 cV > 0 � r-- I � t-- I 0 Ln CO 0) t0 G7 U tll i W LO REVISION NO. 1 00 m DATE: 08/23/04 L� : DRAWN BY: z KSJ CHECKED BY: 0 00 �i 00 > V) z _Q 1-- U Ld V) FLANGE LIP RADIUS CL o THICKNESS EXISITNG BUILDING ROOF FRAMING PLAN FLANGE = RADIUS F-- a. a THICKNESS C - SECTION DESIGN INFORMATION PART DEPTH FLANGE LIP THICKNESS RADIUS EAVE STRUT ES80077 8" 3 1/2" 1 1/4" .077" 5/16" Z - SECTION DESIGN INFORMATION PART DEPTH FLANGE LIP THICKNESS RADIUS PURLIN PU8060 8" 2 5/8" 3/4" .060" 1 /4YY GENERAL REVISION. DATE: 01/10/05 DRAWN BY: BJ K CHECKED BY: REVISION NO. 2 GENERAL REVISION.�����' BUTLER Mt-1NUFA- C T U R I NC; C0MPAANY GENERAL. OFFICES-KANSAS CITY, MISSOURI PRODUCT OF THE ORDER ENGINEERING SYSTEM c� r- I 00 c V) z f- W U w LO 1 `? " 26 GA STEEL ROOF PANEL W/ 1 1 /2" CORRUGATION O PANEL PROFILE 1 ?" 12" 4 1 /2" 3>, 4 1 /2" 4 1 /2" 3" 4 1 /2" 4 1 /2" 3" 4 1 /2YY PENSKE TRUCK LEASING CO KANSAS CITY, MO OUTSIDE DACE SECTION THROUGH PANEL 1 i "•' i` i ii i M PROJECT: PENSKE TRUCK LEASE SANTA ANA, CA 9X55X13 LRSS 20# LL + 5#CAL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 DRAWING TITLE: ROOF SECONDARY STRUCTURAL FRAMING PLAN /R iA DATE: 08/09/04 DRAWING NUMBER: D !469' !4 ! SPECIFIC ERECTION DRAWING LIST Z Ls! Z X U- m 0 0 O! Cori 0 o} 3 O v i eW v� 0(0 09/13/0 DRAWN BY: a v KSJ W Q CHECM BY: a 00 ,,EXISTING BUILDING j THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER SPECIFICALI Y FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE - TITLES AND DRAWING SEQUENCE NUMBERS THAT APPFJkR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. TITLE G DRAWING THE YE -AR DURING WHICH YOUR S EQ U EN C E ORDER WAS ENTERED NUMBER THE BUTLER ORDER NUMBER Of YOUR ORDER REVISION LEVEL OF THE DRAWING. IF THE DRAWING HAS NEVER BEEN KEY PLAN R��_ 00APPEARS WERE D04-T6981 ,5-00 COVER DRAWING - SHEET 1 D04-T6981 ,5--OOA SHAKEOUT PLAN - SHEET 2 D04 T6981.5-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET 1 D04 T69815-01A SPECIFIC REACTION DRAWING - SHEET 2 D04-T69815-01 B ANCHOR BOLT DETAIL SHEET - SHEET 3 D04-T69815--02 CROSS SECTION ERECTION DRAWING - SHEET 1 D04 T69815--02A CROSS SECTION ERECTION DRAWING DEi`AIL SHEET -- SHEET 2 1304-T69815-03 WIND BRACING DRAWING - SHEET 1 D04-T69815-03A WIND BRACING DETAIL SHEET` - SHEET 2 D04-T69815-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN -- SHEET 1 D04-T6981;5-04A ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 2 D04-T6981 5-05 WALL SECONDARY STRUCTURAL ELEVATION - SHEET 1 004-T6981;5-05A WALL SECONDARY STRUCTURAL ELEVATION - SHEET 2 D04-T6981:5--058 WALL. SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 3 D04-T6981 i5-06 WALL PANEL DRAWING - SHEET 1 004-T698115-06A WALL PANEL DRAWING - SHEET 2 D04 T6981 15-07 ROOF PANEL DRAWING - SHEET 1 D04T6981 w5-07A EDGE OF ROOF DETAIL SHEET - SHEET 2 SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LIB ARE SEVERAL GENERAL ERECTION DRAWINGS CALLED "PLANOGRAPHS". SEE THE DRAWING MANIFEST FOR A COMPLETE LIST OF THESE DRAWINGS. WALL PANEL PROFILE Section Through Panel Section Properties for One Foot of Width Panel Material Design Thick (in) E (ksi) Fy (ksi) Weight (#/Ft.) Compression on Outside Compression on Inside 5x (in3) I (in4) Sx Gn3) I (in4) 26 Ga. Steel 0.017 295001 50 0.95 0.0498 0.0603 1 0.0528 0.0417 24 Ga. Steel 0.0225 29500 50 1.25 0.0768 0.0903 1 0.0761 0.0583 ROOF PANEL PROFILE I 1 Section Through Panel Section Properties for One Foot of Width Panel Material Design Thick (in) E (ksi) Fy (ksi) 'Weight (#/Ft.) Compression on Outside Compression on Inside Sx (in3) I OnO Sx On3) I (in4) 28 Ga. Steel 0.0140 29500 80 0.80 0.0327 0.0410 0.0380 0.0317 26 Ga. Steel 0.0170 29500 80 0.9S 0.04S2 0.0557 0.0503 0.0407 24 Ga. Steel 0.022S 29500 80* 1.2S 0.0724 0.0860 0.0715 0.0563 24 Ga. Steel 0.022S 29500 S0** 1.2S 0.078S 010920 0.0807 0.0607 22 Ga. Steel 0.0285 29500 50 1.55 0.1107 0.1267 0.11Z3 0.0800 0.032 Alum. 0.0320 10000 21.5 0.55 0.1242 0.1433 0.1222 0.0900 REVISION NO. 1 GENERAL REVISION, PER CUSTOMER REQUEST. INDICATES REVISION NO. 2 THE GAUGE USED ON THIS PROJECT PRODUCT OF THE BUTLER MANUFACTURING --ff 0'6 COMPANY ORDER ENGINEERING GENERAL. OFF I CES-KANSRS CITY,. M I SSOUR I I SYSTEM The 2001 edition of the "California Building Code" by the International Conference of Building Officials (CBC). Building Use Category 4 (GENERAL USE) Colic#eral Load 5.fl s€ Roof Panel Dead Load 7ppsf Live Load Roof Live Load 20.00 psf Tributary Load Reduction (Y/N) Y Snow Load Ground Snow Load (Pg) Snow Importance Factor (I) 1.00 Snow Exposure Factor (Ce) O:70 Exposure of Roof Partial Exposed Rf Terrain Category C Thermal Condition Normal Rain on Snow Load Roof Snow Load (Pf) Wind Load Wind Speed 70 mph Wind Importance Factor 1.00 Enclosure Classification Enclosed Wind Exposure Factor C Seismic Load Seismic Zone 4 Near Source Factor No 4 .00 Near Source Factor Nvl 4 .00 Seismic Performance Category Soil Profile Type D Basic Struc. Seismic Res. Response Deflection System System Mod. Factor Amp. Factor 6racin%Idq. Frm. Cioncentrically 5.60 3.920 Sys am braced frames Main Frames Moment -Res. Ordinary moment 4.50 3.150 steelForce Proceedure Analysis Equivalent LaterraProcedure FIELD WORK SUMMARY WALL SECONDARY FW0030 FIELD LOCATE SLOTS IN SIDEWALL GIRT FOR SIDEWAL.L ROD BRACING CONDITION. COVER DRAWING NOTES STANDARD NOTES: CDOOO1 ATTACH PATENT PLATE 007849 TO THE WEB OF AN INTERMEDIATE COLUMN AT EYE LEVEL. k CDO002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION.` REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. CDO013 IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO THE MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. CDOO17 MATERIALS ASTM DESIGNATION ------------------ -------------------------- STRUCT PLATE 1 " do LESS A529 AND A572 FY = 55 KSI GRADE 55 STRUCT PLATE OVER 1" A529 AND A572 FY = 50 KSl GRADE 50 LIGHT GAGE/COLD FORMED EQUIV TO Al 011 FY = 60 KSI GRADE 60 ROOF AND WALL PANELS A653 AND A792 GRADE 50, 8 ROUND TUBE A500 GRADE 8 FY = 42 KSI SQUARE TUBE A500 GRADE B FY 46 KSI BRACE RODS 3/4" & LESS A510 GRADE 1018 BRACE RODS OVER 3/4" A572 GRADE 50 OR GREATER CDO026 1 /2" DIA. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY. THE DRAWINGS CALL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. ASSEMBLY CONTAINS ---- _----------------------------------- -...- 0097461 1 /2X1-1 /4 BOLT (0095085 AND NUT- (0095032 0097462 1 /2X1-1 /4 THN HD BOLT 0096636) AND NUT 0095032) 0097463 1 /2X1-1 /2 BOLT (0095195 AND NUT (0095032 0097464 17 2X1-3/4 GALV BOLT {00 5331) AND (009503 ) 0097465 1 /2X2 A325T BOLT (0097280) AND (0095230) C00027 HIGH STRENGTH BOLTING: ---------- ALL HIGH STRENGTH BOLTS ARE A-325-T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE SNUG TIGHT METHOD SPECIFIED IN THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR M90 BOLTS', PUBLISHED BY RCSC, DATED TUNE 23, 2000. SNUG TIGHT CONDITION IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRON WORKER USING AN ORDINARY SPUD WRENCH TO BRING THE PLIES INTO FIRM CONTACT. PENSKE TRUCK LEASING CO KANSAS CITY, MO PENSKE TRUCK LEASE SANTA ANA, CA 9X55X13 LRSS 20# Ll. + 5#CLL 70 MPH EXP C CBG 01 SEISMIC ZONE 4 DRAWING TITLE: . r DRW: KSJORDAN ENG: Z') CHK: DATE: 08/09/04 DRAWING NUMBER: REV. 0 a 0? CLm z lot z �� Qa Kol i z J 1J PAP 0 loe Ile �.r+ssrl STUDSAWS AM AM AWS r fA _5W_ 1 '90 Li rTA_w__61 BY BUILDER PANELS BY BUTLER 55#--ON M; TYPICAL. tT 3 r- I t� CQ N'� r � Q V O E � N 03 co co }.. C3 /' O ca 0 L. c a. ®� REVISION NO. 1 REVISION NO. 2 -" OS/23/o4. GENERAL REVISION JT`� z [D)om' KSJ rtsY:BUTLER IANUFf{;TOR I NG COMPANY uict�taar: Hacu BY, GENERAL OFF I CES-KANSAS CITY . M I SSO URI PRODUCT iO OF ORDER ENGINEERING SYSTEM PENSKE TRUCK LEASING CO KANSAS CITY, MC t� Yn E•l PROJECT: PENSKE TRUCK LEASE SANTA ANA, CA BUILDING ORDER DESCRIPTION: 9X55X13 LRSS 20# LL + 5#CLL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 STANDARD NOTES: ABOOO? GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE SQUARE, LEVEL, AND SMOOTH. A80009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO NOT NAND SET ANCHOR BOLTS. ABOO10 ANCHOR BOLTS MUST BE ASTM F1554, GRADE 36. ASOO13 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD ON ANCHOR BOLTS. ABOO14 CAUTION RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL. A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE. A130015 FOUNDATION DESIGN AND ANCHOR BOLTS. NUTS AND WASHERS ARE NOT FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. A80016 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. A80017X THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION, OR EITHER THE INSIDE FACE OF/OUTSIDE FACE OF WALL. DRAWING TITLE: SPECIFIC ANCHOR BOLT DRAWING a c DRW: KSJORDAN ENG: CHK: DATE: 08/09/04 DRAWING NUMBER: UREV. D04-T69815-01 ! a a•-- LOca to a m C4 I a' V- -- rn I a to ... ar m -o a ca 02 0 I- C C. b V . 0 wm Di FRAME AT SIDE ALL. GRIDS 8.2, B.9, C.2 & C. B H A V 2 B H V Z LOAD 0.01 0.4 4 0.00 -0.01 0.39 0.00 FDLDEAD COLLATERAL LOAD 0.01 tI.46 0.00 -0.01 0.46 13.00 UVE LOAD 0.05 1.84 0.00 --0.05 1.84 13.00 WLL WIND LOAD LEFT --2.45 -4.05 0.00 -1.86 2.35 0.00 WLR WIND LOAD RIGHT 1.89 2.1 t 0.00 2.25 --3.81 0.00 EQ ISEISMIC LOAD --0.26 -0.65 0.00 -0.27 0.65 0.00 EWP EW WIND PRESSURE 0.51 -2.20 0.33 -1.51 0.50 0.32 EWS EW WINO SUCTION 1.47 0.51 -0.28 -0.47 -2.21 -0.27 PDE P Delta Unit Story S 0.02 -1.33 0.00 --0.02 1.33 0 00 MAX. POS. REACT10N 1.90 2.74 0.33 2.25 2.74 0.32 MAX. NEG. REACTION --2.44 -3.61 0.00 -1.86 --3.42 0.00 C� MAW BY: BRACED BAY REACTION SIDEWAL L GRID BETWEEN GRIDS H (WO V (WL) 1 H (EQ) V (EQ) 8 8.2- B.9 2 1 2 1 REVISION NtO. 1 iMe .. 3t a REVISION NO. 2 Q BUTLER MANUFACTURING COMPANY GENERAL. OFF I CES-KANSAS CITY, M I SSOUR I PRODUCT OF THE ------, xoe ORDER ENGINEERING SYSTEM ♦ � w PENSKE TRUCK LEASING CO KAN SAS CITY, MO PROJECT: PENSKE TRUCK LEASE SANTA ANA, CA BUILDING ORDER DESCRIPTION: 9X55X13 LRSS 20# LL + 5#CLL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 REACTION NOTES: 1. THE VE MCAL (V) AND HORIZONTAL H AND Z REACTION ARE STATED IN KIPS_ (I KIP = 1000 POUNDS) POSITIVE DIRECTION IS AS SHOWN IN THE FOLLOWING DIAG#IAM. 2. MOMENT REACTIONS ARE STATED IN INCH --KIPS AND ARE POSITIVE IN A COUNTERCLOCKWISE DIRECTION. 3. THE FORCE ON THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO THAT SHOWN. 4. MAXIMUM REACTION SUMMARY IS THE MAXIMUM POSITIVE AND NEGATIVE REACTIONS BASED ON THE REQUIRED LOAD COMBINATIONS. S. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR M FROM THE SPECIFIED BUILDING CODE WITHOUT ADJUSTMENT FACTORS. 6. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EWP. EWS AND IP REACTIONS FROM THE INTERMEDIATE FRAME. THESE REACTIONS SHOULD BE ADDED TO CET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. .z SPECIFIC REACTION GRADING DRW: KSJORDAN ENG: CHK: DATE: 08/09/04 DMWING NUMBER: REV. D04-T69815-01A 00 0 4 � N M W3 r � ow a� C4 I to *- M00 I M co t- 7E 0 v, v 0 c a. `o •' REVISION NO. 1 0o xj DAM : DRAW BY: D/ OR : ENDWA.L _ *EDGE OF FOUNDATION e FLOOR LINE 3%4- DiA. ANCHOR BOLTS PROJECTED &" + t t + e OJD FRWE t SECTION f1411 TYP. SEC11ON AN T DG OF FOUNDATION I BASEDETAIL A606 SIDEWAL.L COLUMN I SECTION A UN— ( :<�::i:&: y ==Lffb i � )� > BUTLER MANUFACTURING COMPANY GENERAL OFFICES-KANSAS CI•i'Y: MISSOURI PRODUCT OF THE it ,f mn ORDER ENGINEERING SYSTEM BUILDER: I PROJECT: PENSKE TRUCK LEASING CO KAN SAS CITY, MO PENSKE TRUCK LEASE SANTA ANA, CA BUILDING ORDER DESCRIPTION: 9X55X13 LRSS 20# LL + 5#CAL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 FLOOR LINE ELEV. .. •' { O'-040 - ELEV. �_i DRAWING TITLE: ANCHOR BOLT DETAIL. SHEET DRW-. KSJORDAN ENG: CHK: ; DATE: 08/09 f 04 DRAWING NUMBER: REV. D 04--T69815--01 B 00 V I': N .�i co r U ow N/ I � i}"" N to coI cm 12 Q 5' if! t3 C t. C CL REVISION NO. 1 Y cq Q DAM GENERAL REVISION t38/23/Q4 ts.i <t} V*i #3Y: KSJ w m CHECKED sr: DETAIL A. 02A X/o 1'-1 i3" 2 SPACES AT T '2- tot 20t1 _ ' _ r,C toe 1013 C 103 9 1 /4" m 12 FRAME ELEVATION i AND • :x c PART SCHEDULE PART NAME PART NUMBER PART LENGTH FIELD WORK A 101 EXTERIOR COLUMN OR48182 12'-10 15 16" 102 ROOF BEAM QR48184 8'-5 27 32' E I 1 031 EXTERIOR COLUMN OR48186 12'-6 1 32" —_ 1 BOLTED CONNECTION SCHEDULE 0 QUANTITY 1 SOLT NO. DESCRIPTION NUT NO. 1 DETAIL A 08 097282 5/BX2-1/4 BOLT A325T 095233 FLANGE BRACE SCHEDULE C PART NO. FRONT/LEFT- PART NO. REAR/RIGHTWORK D1M. "Y` DETAIL. FIELD 201 545100 10 1 /2" C:347 STANDARD NOTES: IF0009 1 /2" DIA. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY. THE DRAWINGS CAL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. ASSEMBLY CONTAINS w'r- --M M..rrw4..�+iYrye.�---- �..A:'�.���WU�ID�lw1s+�1.+����.�rysY.�.��- 0097461 %2X1--1 / 4 SOLT (009 rTi AND NUT 100950320097462 1/2X1-114 THN H SO0096636) AND NUT t}095t�32} 0097463 1 j2X 1-1 f 2 BOLT 0095195 AND NUT (0095032 0097464 1r2x 1-3 4 GAI-V BOLT (00. 5331) AND (009503 3 0097465 1/2X2 A325T SOLT (fX 9 280) AND (009 230) iF0010 ALL HIGH STRENGTH BOLTS ARE A--325—T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE SNUG TIGHT METHOD SPECIFIED IN THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PUBLISHED BY RCSC. DATED JUNE 23, 2000. SNUGTIGHT CONDITION IS ATTAINED WITH A FEW IMPS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRON WORKER USING AN ORDINARY SPUD WRENCH. TO BRING THE PLIES INTO FIRM CONTACT. �f ly. REVISION NO. 2 rPENSKE : PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: KSJCIRDAN ENG: ; DATE ". ---- PRODUCT OF THE CHK: - DATE: 08/09/04 9�C55X 13 L.RSS "` �: B U T Lr E R M A N U. P A C' T U R I N G � � TRUCK LEASING CO PENSKE TRUCK LEASE 2D L L + 5 CL.L. CROSS SECTION DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING KANSAS CITY, MC SANTA ANA, CA 70 MPH EXP C CBC 01 ERECTION DRAWING cwE a eY: GENERAL. OFF I CES—KANSAS CITY. M I SSOUR I SYSTEM SEISMIC ZONE 4 D 04--T6 9 8 1 5 -- 0 2 01 TOP / OUTSIDE FLANGE a. w Q LBCKNESS tl. BOTTOM / INSIDE FLANGE FRAME {DESIGN INFORMATION PART DESCRIPTION OR48182 TOP FLANGE — 5" X .250- 155--0 EXTERIOR 130TTOM FLANGE = 5" X .250" WEB THICKNESS .120" COWMN PART DEPTH = 8" QR48184 TOP FLANGE = 5" X .250" 101-7 ROOF BOTTOM FLANGE - 5' X .250" WEB THICKNESS .120" BEAM PART DEPTH = 12" OR48186 TOP FLANGE - 5" X .250" 150--0 EXTERIOR BOTTOM FLANGE = 5" X .250' WEB THICKNESS = .120" COWMN PART DEPTH - 80 Ll DIMENSION Y E ROOF BEAM OR COLUMN f i < - — -- — — — — — —L ------------- O. - - 2":r PURLIN OR QRr FLANGE BRACE - (SEE CHART) FIELD BEND FOR ATTACHMENT PART USA USE (2) 1 /2" X 1 1/4- 8 OR 9-1 �2— PURLINS HEX. BOLT (09508S) AND e Z—GIRTS 1/2 HEX. NUT (095032) DETAIL. C:347 SINGLE FLANGE BRACE CONNECTION cr 3 'v 0 N I 3 Q d" u fa t1i / I � c4 c+ 1 to �. C! O ./ 0? Q U 0 4- C a- V'=� REVISION NO. 1 REVISION NO. 2 DATF .x c 0824/04 GENERAL REVISION. DAM, Y ouwN aY: KSJ WAWNBY: BUTLER MANUFACTURING WE ftCtECKID BY: So%rc GENERAL OFFIEKANSAS CITY, M I ssalR I PRODUCT OF THE �U U �1�NJ , ORDER ENGINEERING SYSTEM TIRE STORAGE f I IFOW EXISTING BUILDING s RANSITION PURUN OFOW EXISTING BUILDING DETAIL. A PENSKE TRUCK LEASING CO KANSAS CITY, MO PROJECT: PENSIVE TRACK LEASE SANTA ANA, CA BUILDING ORDER DESCRIPTION: 9x55x13 LRss 20# LL + 5#CLL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 DRAWING TiT F-- CROSS SECTION ERECTION DRAWING DETAIL SHEET DRW: KSJORDAN ENG: CHK: -. DATE: 08/09/04 DRAWING NUMBER: REV, ED04--T6981 --02A 01 C B.2 B.9 cn EXISTING BUILDING ROOF BRACING Io REVISION NO. 2 301 301 � eat f/• scxi� 3 8r--4w SIDEWALL BRACING AT GRID 8 BUTLER MANUFRCTURING COMPANY GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM ORDER ENGINEERING PENSKE TRUCK LEASING CO KAN SAS CITY, MO a PROJECT: f t PENSKE TRUCK LEASE SANTA ANA, CA BUILDING ORDER DESCRIPTION: 9X55X13 LRSS 20# Ll. + 5#CLL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 CE ROD SCHEDULE 1I1IRA .. w BE • PART DESCRIP'nON` ll 544048 -956 Nffz� :R ROD Si ANDARD NOTES: WB0003 RED THREA€? PROTECTORS INDICATE 5/8- BRACE RODS DRAWING ME: WIND BRACING DRAWING DRW: KSJORDAN DRAWING NUMBER: ENG: DATE: 08/OS/04 REV. At 04—T69815-03 J "s REVISION NO. 1 DAM DRAWN BY: CHECKED BY: RMSION NO. 2 ROD DIA. NUT WASHERS A B c 1/2* 095032 095133 095165 020821 5/8* 095231 095298 095165 020821 3/4" 095235 095264 095948 020822 7/8' 1 095237 095264 095948 020822 CONNECTING Sl'EEL SLOT-.- -- NUT A WASHER 8 WASHER C WASHER (BEVEL WASHER) BRACE ROD TYPICAL BEVEL WASHER CONN. ROD DIA. CLEVIS ASSY. 5/8' 095277 3/41, 095278 7/80 095279 is* 095280 1 1/8- 095281 1 1/4" 095282 BRACE ROD DETAIL 6002 TYPICAL CLEVIS CONNECTION DETAIL B034 4J, NnTF- R;7;V Tn O.Pl:l'lglr WILDING BRACING )RAWING FOR BRACE ,00 REQUIREMENTS. FOR CLEVIS CONNECTION SEE DETAIL I E63002 (Typ.) ROD ROOF BRACING CONNECTION EAVE LOCATION PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: ............. 11.111111 1 9X55X13 LRSS TRUCK LEASE BUTLER MANUFACTURING 7PENSKE TRUCK LEASING CO PENSKE TR 71 20# LL + 5#CLL COMPANY ORDER ENGINEERING KANSAS CITY, MO. SANTA ANA, CA 70 MPH EXP C CBC 01 GENERA L OFFICES-KANSAS CITY, 14ISSOURI SYSTEM SEISMIC ZONE 4 DRAWING TTTLE.- WIND BRACING DETAIL SHEET DRW.* KSJORDAN ENG.- CIHK--P- -0-" I_DATF_- 08109/04, DRAWING NUMBER: REV. D 04-T69815-03A 001 9 t� �co ' 3 Gt tat cC4ta ./' i� � 4— N co f co to t.. ar 0 0 Q e a. o Cl o DAM. O8 23 0, IsRON BY: Sc KS! w fn CHEC M BY: I 'I. REVISION NO, 1 GENERAL_ REVISION_ Rol E q ... _ 7W-17, REVISION NO. 2 NG BUILDING OF r a� a.vr s fur ,t+ IV { t i F128 �Ff24 � — Et F128 ROOF SECONDARY STRUCTURAL. FRAMING PLAN <3 go �` SUTLER I~ ANUFRC:TU.,R I NG COMPANY GENERAL OFFICES—KANSAS CITY, MISSOURI PROOUCT OF THE c� ORDER ENGINEERING SYSTEM PENSKE TRUCK LEASING CO NSAS CITY, MC cn � t�tat PROJECT: PENSKE TRUCK LEASE SANTA ANA, CA BUILDING ORDER DESCRIPTION: 9X55X13 LRSS 20# LL + 5#CLL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 PART SCHEDULE PART NAME PART NUMBER PART LENGTH WOR 401 SAVE STRUT ES80077 219--4 402 EAVE STRUT ES80077 219--4 2 403 EAVE STRUT ES80077 219--4 i 404 PURUN I PUB0060 243-4 FIELD WORK SCHEDULE DETAIL FIELD WORK DIMENSIONS 1 X 134 A— 8 3/4' 8 6' C == 2 3/8" 2 X132 A=83/4' 8=6" C=23/8' STANDARD NOTES: RS0028 1 /2- DIA BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY. THE DRAWINGS CALL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. ASSEMBLY CONTAINS _ ____ _...._-- ___..._—_......____...__—_ 0097461 1 /2X 1--1 /4 SOLT (0095085 AND NUT {0095032 0097462 1/2X1-1/4 THN BOLT oag6s3s ANI? NUT)as5o32} 0097463 1 /2X1--1/2 BOLT 0095195 AND NUT {aa95a32 0097464 1 /2X 1-3/4 GALV SOLT (0�0 5331) AND 009503 � 0097465 1 /2X2 A32ST BOLT (0097280) Alsip (009�230) DRAWING TfTLF- ROOF S ECO N DARE' STRUCTURAL. FRAMING PLAN DRW: KSJ©RDAN DRAWING NUMBER: 04-T69815-04 FLANGE UP RADIUS THICKNESS C -- SECTION DESIGN INFORMATION PART DEPTH FLANGE UP THICKNESS RADIUS EAVE STRUT ES80077 8" 3 1 /2" 1 1 /4" .077" 5/1 fi" FLANGE </10 r I RADIUS 0 w THICKNESS Z -- SECTION DESIGN INFORMATION PAT DEPTH FLANGE UP THICKNESS RADIUS PURUN PU80060 8" 2 5/8- 3,/4' .060" 1 f4..+ USE STREN57H� x 1 1d 2 HI' G BOLT 5/8 HEAVY HEX. N (t EAVE STRUT CONTINUOUS— PURUN .- ROOF B U! E k � �8- X ,1 1 /2" A325T 4, 57281 AND •; s 0, CUP (543029) USE % 1 /?` X 1 1 /4" \— ROOF 9 CAR �-- ROOF 8€AM HEX. LT �095085) VERTICAL SPIKE AND 1/2- EX. Nisi' CONTINUOUS COLUMN (095E1 2) PURUN r USE (4) 1/2" X 1-1/4- HEX. BOLT {095085} AND 1 /20 FLEX. NUr {095032} DETAIL F107 f CONTINUOUS SPAN PURLIN CONNECT ON DETAIL F124 SAVE STRUT CONN. TO INTERN. FRAME DETAIL F128 EAVE STRUT CtJNN. TO ENDWAL.L FRAME END BAY LOCATION — 8" PURUN DETAIL F257 H SECTION & INTERMEDIATE FRAME EW SAVE STRUT LENGTH TOP F EAVE STRUT 1=4 ------------------------- 11 i fi' CIIA HOLES 4"A7r8- TH S FLANGE TOP OF EAVE SiRUT ! 1/16" DIA HOLES 7H S FLANGE NOTES: NOTES: 1. ADD 11/15" DLk HOLES. 1. ADD 11 /t 6" DIA HOLES AS SHOWN. 2. SEE FIELD 'WORK SCHEDULE FOR DIMENSIONS. Z. SEE FIELD WORK SCHEDULE FOR DIMENSIONS. DETAIL Xi 32 FIELD WORK EAVE STRUT DETAIL X134 FIELD WORK EAVE STRUT REVISION NO. 1 REVISION NO. 2 DAM PRODUCT OF THE DAM LaC�'L� MAWNBY; DRAM BY- BUTLER MANUFACTURING COMPANY ORDER ENGINEERING CHECKED BY: CHECKED BY: GENERAL OFF I CES—KANSAS CITY, M I SSOUR I SYSTEM BUILDER: PENSKE TRUCK LEASING CO KAN SAS CITY, M O PROJECT: PENSKE TRUCK LEASE SANTA ANA, CA t r` �1 p Y, 9X55X13 LRSS 20# LL + 5#CAL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 DRAWING TM_E: ROOF SECONDARY STRUCTURAL DETAIL SHEET DRW: KSJORDAN ENG. T CHK: �' Y-=—K� DATE: 08/09/04 DRAWING NUMBER: REIN. D O 4--T6 815 - 04A OO cp to 10 �- ..C) '". 3 t1 'C i t CY / I U-) r cv to I cri 00 }... 't7 i O �d ti C tL 0O p MATE: LLJ .. DRAWN BY: �Y nS CHECKED BY. REVISION NO. 1 DAM REVISION NO. 2 FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 C.O r /-JO a M z G257 .I r• x Uj FOR BASE CHAt3NEL INSTALLATION SEE DRAWINGS 0104161 AND ! 1080234 1 9'--8" 9'--8°' 12 11/2 8.9 8 FRONT EVE STRUCTURAL ELEVATION AT GRID B,2 12 1/2T`�"` FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 0 I FOR BASE CHANNEL INSTALLATION SEE tAWINGS 0104161 AND 1 1080234 1 94-8• 9r_Bm uj • 9 REAR EW STRUCTURAL ELEVATION AT GRID C.6 BUTLER MANUFACTURING COMPANY GENERAL OFFICES-KANSRS CITY, MISSOURI PRODUCT OF THE 1l L llL.� )�, - _;� vl � ORDER ENGINEERING SYSTEM BUILDER: PENSKE TRUCK LEASING CO i !AN SAS CITY, MO PENSKE TRUCK LEASE SANTA ANA, CA BUILDING ORDER DESCRIP11ON: 9X55X13 LRSS 20# LL + 5#CLL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 PART SCHEDULE PART NAME PART NUMBER PART LENGTH FIELD WORK AL 501 GIRT GT95060 102-2 STANDARD NOTES: WS0002 MELD WORK FOR GABLE ANGLE ATTACHMENTS MAY BE REQUIRED DUE TO NON --STANDARD PURLIN SPACING. WS0023 I M P 0 R T A N T REFER TO PRONTO DETAIL G047 FOR PROPER GIRT AUGNMENT. WS0026 1 /2" DIA. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY. THE DRAWINGS CALL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. ASSEMBLY CONTAINS 0097461 1/2X1-1/4 BOLT 0095085 AND NUT (0095032 0097462 1/2X1--1/4 THN HD BOLT 0096636) AND NUT Ot�95032j T, 0097+63 0095 1 f 2X 1--1 /2 BOLT f r'095OLT 195 AND NUT ((00950.3T) 0097464 0097465 �0095331)3 } 1 /2X2-A325T BOLT (0090) AND 0095230) DRAWING TITLE: WALL SECONDARY STRUCTURAL ELEVATION DRW: KSJORDAN ENG: DATE!* 08 f 09/04 DRAWING NUMBER: REV. D 04—T69815-05 00 YI ® *� !r"V� Cl L} p W N / C r N m I co }.. cl e Z7 Q 93 U a c� DAM ssi DRAM 8Y Y W M CHECKED BY: REVISION NO. 1 DATE WA%W BY. CHECKED BY: REVISION NO. 2 RIGHT SW STRUCTURAL. ELEVATION AT GRID 8 BUTLER MANUFACTURING COMPANY GENERAL OFFICES--KANSAS CITY. MISSOURI PRODUCT OF THE ORDER ENGINEERING SYSTEM PENSKE TRUCK LEASING CO KAN SAS CITY, M Q s PROJECT: PENSKE TRUCK LEASE SANTA ANA, CA BUILDING ORDER DESCRIPTION: 9x55x13 LRss 20# LL + 5#CLL 70 MPH EXP C CBC 01 SEISMIC ZONE 4 PART SCHEDULE I PART NAME PART NUMBER PART LENGTH 502 GIRT GT95060 197--2 503 GIRT GT95060 197--2 504 GIRT GT95060 209-2 FIELD WORK SCHEDULE AAA DETAIL FIELD WORK DIMENSIONS 3 x0o 1 A = 6'--3 13/ 16" B = 1 o --1 7/ 16" WORK N DRAWING TITLE: DRW: KSJORDAN ENG: WALL SECONDARYcI K: �- - DATE: oa cis/04 STRUCTURAL DRAWING NUMBER: REV. ELEVATION ID 04--T6915--05A 00 � l- RADIUS w THICKNESS Z -- SECTION DESIGN INFORMATION PART DEPTH FLANGE UP THICKNESS RADIUS GIRT CT95060 9 1 /2" 2 3/4" 1 1/ 16- .060" 1 /4* r� 3 etn Yjl Q y� V +�I � � w�is to I wc" ..d f "/E�+y i.'l/ J o- C 0— Q 7E-r- Cl p DAitE tat � BY: !0. co CHECKM BY: REVISION NO. 1. REVISION NO. 2 SIDEWALL COLUMN OR ENDWALL POST CUP (543164 CUP (543164)� LE'G DOWN LEG DOWN G'1 GIRTT GIRT w Q F ! � f ! t t � s FRAME USE 6 }� 1 / " HEX. LT 095085AND 1 /2- HEX. NUT (095032) DETAIL G006 DOUBLE GIRT TO COLUMN CONN. USE w / HEX. 4 T (0950851 AND APPROX 1/2` SIDEWALL OR FIELD CUT CLEARANCE SIDEWALL OR ENDWALL GIRT AROUND COLUMN ENOWALL GIRT FLANGE e1 z atit COLUMN � FIELD CUT m GiRr AROUND COLUMN FRAME FLANGE RADIUS GIRT CUTTING DUAIL. DETAIL GO19 BOTH INSIDE AND OUTSIDE FLANGES OF A GIRT MAX INTERFERE WITH THE COLUMN FZAtd M. FIELD NOTCH GIRTS AS REQUIRED. FIELD NOTCH GIRT I 1 /2- HEX. NUT (09 032) SIDEWALL I CUP (543346) LEG I)OWN C GIRT VPANEL HOLES ys THIS FLANGE -----------.--...... ENDWALL GIRT GIRT CHANNEL (543260) NOTES: INSTALL WITH PANEL FASTENERS. 1. FIELD LOCATE 1 o DIA. X 2." SLOTS AS SHOWN. 2. SEE 'FIELD WORK SCHEDULE' FOR DIMENSIONS. 1 /2" EW GIRT TO H--SECTION CORNER POS DETAIL G,257 6" SETBACK ENDWALL DETAIL. X0O 1 FIELD SLOT SW GIRT FOR BRACE RODS BUTLER MANUFACTURING COMPANY GENERAL OFFICES—KANSAS CITY, MISSOURI PRODUCT ORDER ENGINEERING SYSTEM TOP MEMBER �i GIRT ! FLUSH TO ! t i ! ! 1 /4" MAX. s ! OUT ! ! s ss BASE Ai4G-EE L BLDG, WIDTH OR L.ENG M CORRECT AUGNMENT MIS—AUGNMENT (AVOID THESE CONDITIONS) (Z—GIRTS SHOWN, ALSO APPLICABLE TO C--GIRTS) r sr�a g" D97AII r.na.7 I SECONDARY STRUCTURAL ALIGNMENT PROJECT: PENSKE TRUCK LEASING CO PENSKE TRUCK LEASE KAN SAS CITY, MO SANTA ANA, CA BUILDING ORDER DESCRIP71ON: 9X55X13 LRSS 20# LL + 5#CLL 74 MPH EXP C CBC 01 SEISMIC ZONE 4 USE :� /` /. HEX 8 LT (095085}1 AND 1 /2 HEX. NUT (095032) SIDEWALL SIDEWA LL GIRT CUP (543164) LEG DOWN { CUP (543346) LEG DOWN ENDWALL GIRT GIFT CHANNEL. �543260),_ FIELD BEND 90 DEG. AND ISTALL WIH PANEL FASTENERS. 1/2 m SW&9 1 /2" EW GIRTS TC} CNR POST DETAIL G252 6` SE713ACK ENDWALL DRAWING TITLE WALL SECONDARY STRUCTURAL ELEVATI O N DETAIL SHEET DRW: KSJORDAN ENG: CHK: .- DATE: 08/09/04 DRAWING NUMBER: REV. soft 04--T69 8 1 5--058 00 161 r n h LsG a 1 n ,, rZ d r � 3 s a q fifi ^P,4e FUEL: PUMP (104.69) KIOSK SEE BOLLARD (TYP.)F r �4 as KK F.S. CONC ARCHITECTURAL SEE; ARCHITECTURAL ry # ,_ mp DRAWINGS DRAWINGS _ - - .a Y 4 104.81 y o F.S. CONC i (104.75 ., (104.67) _ F_SCONC 4 F.S. CONC SAW -CUT `LINE (104.82) F.S. CONC f 1 12 104.36 FS PROPOSED , 3 CANOPY SAW.- UT LINE \e. *105.06 FS 4 (104.32) l 10 _ 6 CONC (103= } FS 3 (103.50) 5 (104,00 *104.94 CONC ¢ (104.72) 1FS PROPOSED SA -CUT LINE CANOPY 3 3 *104.36 CONC (103 58) (103.80) FS ! F.S i F.S. ¢ .r6 iPt1; 2 � d ,." . � 11 4 (103.44)(103.43 F.S. F S 8 r� (, x SAW -CUT LINE SAW -CUT LINE - - kS e} a z1rz8r ,., � aN`-s wm2a ..... a+, ?suc. .;,.. 3...., a • 9 _ BOLLARD (TYP.) .� SEE ARCHITECTURAL SAW -CUT LINE" DRAWINGS BOLLARD (TYP.) SEE ARCHITECTURAL _ DRAWINGS FUEL PUMP NOTE CONSTRUCTION MOTES 4 './ REMOVE AND REPLACE EXISTING AC AND BASE IN KIND 2 CONSTRUCT CONCRETE SLAB SEE ARCHITECTURAL DRAWINGS FOR DETAILS SAND BLAST AND REMOVE EXISTING STRIPING 4 RESTRIPE THE 20' FIRE LANE LEGEND - - - - - - - SAWCUT LINE NORTHING-EASTING COORDINATES NORTHING / EASTING (1 5024.2419 j 5201.9772 4973.2575 f 5202.7737 4973.4843 f 5241.7730 40 5024.5022 f 5241.9763 l�l 5025.0975 j 5253.4458 5005.0199 / 5274.2546 �D 4973.4843 / 5291.7730 4955.7113 / 5258.6868 4941.4814 / 5241.2759 10 4936.2545 i 5200.2839 11 4963.8282 / 5167.6738 12 5004.4733 j 5180.0763 13 5024.6826 f 5195.6790 \�� ALL THE CONSTRUCTION FOR THIS PROJECT SHALL BE DONE PER "STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION-, LATEST EDITION INCLUDING SUPPLEMENTS, UNLESS OTHERWISE SHOWN OR NOTED. �r �mnolll 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" LATEST EDITION (INCLUDING SUPPLEMENTS) AS WRITTEN AND PROMULGATED BY THE SOUTHERN CALIFORNIA CHAPTER OF THE A.P.W.A./A.G.C.C. JOINT COOPERATIVE COMMITTEE HEREIN REFERRED TO AS THE STANDARD SPECIFICATIONS (UNLESS SPECIFICALLY NOTED OTHERWISE OR IN THE SPECIAL PROVISIONS FOR THIS PROJECT). 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR STRUCTURE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NO CERTIFICATION IS MADE AS TO ACCURACY OR THOROUGHNESS OF THESE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF SANTA ANA DOES NOT CONSTITUTE AN IMPROVEMENT EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (1-800-422--4133) 48 HOURS BEFORE ANY EXCAVATION. VICINITY MAP NOT TO SCALE BENCH MAR BENCHMARK DATUM DERIVED FROM COUNTY OF GRANGE SURVEY CONTROL #Z-782-R64. ESTABLISHED BY US COAST AND GEODETIC SURVEY 1964 IN THE NORTHEAST PART OF THE INTERSECTION OF THE CENTERLINE PROLONGATION OF NEWPORT AVE TO THE NORTHEAST WITH THE ATCHISON TOPEKA SANTA FE RAILWAY 47 FT. SOUTHEAST OF THE CENTERLINE PROLONGATION OF NEWPORT BLVD 49 FT. NORTHEAST OF THE MOST NORTHEAST RAIL OF THE TRACKS SET IN THE TOP 1 FT. SOUTHEAST OF THE NORTHWEST END OF CONCRETE HEADWALL ABOUT 1 FT. LOWER THAN THE TOP RAIL. ELEV=93.182 (NAVD 88) BASIS OF BEARNGS THE BASIS OF BEARING FOR SAID SURVEY HAS BEEN ESTABLISHED BY THE CENTERLINE OF WILSHIRE AVE. BEARING BEING N 89'35'01"E. ( IN FEET ) 1 inch = 20 ft. s DIAL TOLL FREE 1-800-227-2600 Qp AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA B y Z� Z N to U Mom, to tYa 6 Q. - v 5, tv �� • REV# DATE COMMENTS gwb 0- SHEET NUMBER