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12" <br />RESERVED <br />PARKING <br />CHAIN SUPPORT <br />LOW -EMITTING <br />(NOTE NT <br />TO MATCH CAUTION YELLOW S@YELLOW <br />AND FUEL <br />GARAGE. <br />45 DEGREE ANGLE, 2" WIDE BLACK STRIPES <br />EFFICIENT <br />OVER YELLOW BACKGROUND. <br />PVC END CAP. LIQUID WELD TO PIPE. <br />EQ. EQ. CHAIN SPACING EQ. <br />VEHICLES <br />101-01, <br />I <br />ONLY <br />±1 1/2" HIGH X 3/8" WIDE BLACK TEXT I <br />FIELD VERIFY LEAST DIM. PRIOR TO TEXT FABRICATION. I <br />O Z <br />:�E 0 � <br />M F- 3„ 2„ Z� <br />/_ <br />NOTE: <br />OCD�EU2 <br />m in z � (D <br />I­—Dfw <br />-DARK LETTERS ON A LIGHT BACKGROUND <br />L— <br />Z O F_ _ <br />=)U <br />In <br />O 0 <br />CLEARANCE BAR WITH TEXT TO READ: <br />"HEAD CLEARANCE 8'-2" MAX. BEYOND" <br />***FOR EV SPACES, SIGN SHALL READ "FOR <br />OR <br />ELECTRIC VEHICLES ONLY <br />"HEAD CLEARANCE T-0" MAX. BEYOND" <br />-121 <br />117 <br />113 <br />VEHICLE PARKING SIGN <br />19 <br />VEHICULAR HEADROOM CLEARANCE BAR <br />1 <br />q POST MOUND CONCRETE @ TOP OF <br />ALL MEMBERS TO BE &X3"XT" T THK. STEEL PLATE -BEND <br />BOLLARD <br />STL. ANGLES -CONNECTIONS TO FORM GUARD <br />T RADIUS CORNERS TYP. <br />WELDED <br />CONCRETE FILLED 4" DIA. STEEL <br />BLUE BACKGROUND UNAUTHORIZED VEHICLES <br />a PIPE -PAINT <br />PARKED IN DESIGNATED <br />° ° <br />HANDICAP SPACES NOT <br />O <br />DISPLAYING DISTINGUISHING <br />PLACARDS OR LICENSE PLATES <br />a <br />1" HIGH WHITE LETTERING ISSUED FOR PHYSICALLY <br />HANDICAPPED PERSONS WILL <br />a <br />BE TOWED AWAY AT OWNER'S <br />EXPENSE <br />_ PIPE u _ <br />Q0 P�-\)S <br />- <br />CD ° <br />CONTRACTOR TO OBTAIN INFO. TOWED VEHICLES MAY BE <br />CV r <br />CV <br />PRIOR TO FABRICATION AND RECLAIMED AT <br />INSTALLATION (ADDRESS) <br />OR BY TELEPHONING <br />(TELEPHONE NUMBER) <br />NOTE z <br />)� <br />m ILL <br />a <br />SIGN FOOTING SHALL BE 19' O <br />DIA X 24" DEEP CONCRETE b c�D <br />Q <br />° ° <br />r <br />WELD PLATE <br />ATTACH TO FLOOR WITH <br />& X& X�' STL ANGLE CLIPS W/ <br />° <br />NOTE; <br />' DIA. BOLTS -SEE STRL ATTACH TO WALL W/ �' DIA. <br />° ° <br />LOCATE SIGN FOOTINGS 12" <br />BELOW EARTH OR 6 BELOW <br />LIMITATIONS FOR BOLTS- (2) EA SIDE <br />a ` <br />HARDSCAPE, <br />EMBEDMENT ON STRL <br />° <br />PLANS <br />° <br />2" SQ. GALV. STL TUBE -SET IN <br />NOTE; <br />° <br />12" DIA X 19' DEEP CONIC. FTG. <br />1. ALL MEMBERS TO BE HOT DIPPED <br />GALVANIZED <br />° d <br />° d ° <br />2. POSITION SHIELD SO THERE IS A MINIMUM <br />a ° <br />OF 2" CLEARANCE BETWEEN PIPE & SHIELD <br />AT ALL LOCATIONS <br />- <br />122 <br />- <br />18 <br />- <br />14 <br />TOW AWAY WARNING SIGN <br />110 <br />PIPE GUARDS <br />6 <br />PIPE BOLLARD <br />12_ <br />NOTE: <br />METALIZE, PRIME, AND PAINT ALL METAL <br />E7 °d a ° a <br />COMPONENTS <br />2" 5" 21) <br />P ° ° E ° — CONC. SLAB <br />° I <br />Z I <br />STONE TILE <br />L <br />° <br />° ° <br />CONTRACTOR TO SELECT (1) ATTACHMENT <br />DETAIL & USE THROUGHOUT THE PROJECT. THE <br />BOND COAT <br />1 1/2" FL. TRACK -WIDTH AND <br />CONCRETE WHEEL STOP <br />8" X 8" X 3/8" EMBED STL. PLATE <br />Q I <br />UNSELECTED OPTION WILL NOT BE USED. <br />THIN SET BED <br />GAUGE TO MATCH STUDS U.N.O. <br />SPLICE PER <br />@ 8'-0" O.C. MAX. <br />I <br />CONCRETE SLAB <br />4 <br />3/8" THK. MIN. X WIDTH OF POST <br />E _ _ _ _ _ STL. PLATE ON (2) SIDES OF <br />a <br />d d <br />_ POST - WELD TO EMBED PLATE <br />° <br />2'SLAB ° ° a 7 7 <br />1/2" MACHINE BOLT <br />DEPRESSION ° <br />/ <br />#10 S.M.S. EA. SIDE @ EA. STUD <br />a I a CV <br />° <br />-TYP. <br />° <br />v <br />Q <br />RAIL PER PANEL ELEVATIO <br />°d <br />4 ° <br />4 ° ° ° <br />° a ° <br />MINERAL WOOL <br />STL. POST PER PLAN <br />° <br />Q <br />NOTE: <br />INSTALL PER TILE COUNCIL OF <br />AMERICA INSTALLATION F116-07 <br />° <br />DETAIL 8B TOP OF POST <br />GYPSUM SHTG., NUMBER OF <br />1, I I <br />° a <br />_ <br />L <br />AT DEPRESSED SLAB CONDITION <br />LAYERS DEPENDENT ON FIRE <br />° ° <br />— <br />RATING, SEE PLAN <br />a <br />a <br />STONE TILE <br />METAL STUDS <br />° ° <br />STL. POST PER PLAN WELD <br />ALUM, THRESHOLD BOND COAT <br />a ° <br />a a a <br />TO EMBED PLATE <br />1/8" THICK RUBBER GASKET <br />° ° a a REBAR @ MAT SLAB ONLY, <br />THIN SET BED <br />° a ADHESIVE MOUNT @ SUSPENDED <br />SET BOLTS PRIOR TO POUR <br />2:1 SLOPE <br />° L J SLAB <br />8" X 8" X 3/8" EMBED STL. <br />OR INSTALL W/ STRUCTURAL <br />^� <br />° <br />a ° <br />° <br />PLATE @ 8' 0" O.C. MAX. <br />I <br />EPDXY ANCHORING CEMENT <br />° <br />a CONCRETE STRUCTURAL SLAB <br />Q <br />a <br />IMBED 3" <br />PLATE IS ECCENTRIC AT <br />Q I <br />a a a CONDITIONS WHERE COLS & <br />WALLS OCCUR <br />I <br />C.M.U. OR C.I.P. MAY OCCUR <br />° a ° <br />0-)n <br />9" <br />NON -DEPRESSED <br />CONC. SLAB <br />WALL FINISH MAY OCCUR <br />Y' MAX. THICKNESS CONCRETE SLAB <br />DETAIL 8A - BASE OF POST <br />I <br />AT NON -DEPRESSED SLAB TILE PLUS SETTING <br />CONDITION BED <br />-123 <br />WELD PLATE <br />19 <br />RAIL -WALL ATTACHEMENT <br />115 <br />FLOOR TRANSITIONS <br />111 <br />FR TRACK CLOSURE <br />17 <br />WHEEL STOP <br />13 <br />1.150 49.059 [1246.1] PART O.A. <br />[29.2] 46.759 [1187.7] 28 - EQUAL SPACES <br />STD. STL. GALV. CHAIN POST FITTING <br />1.150 COMPOSITE <br />0 0 Cl)4' DIA. (6.35mm) CTSK HOLES SLEEVE <br />[29 2] <br />M (TYP. 20 LOCATIONS) ANCHOR <br />STD. STL. GALV. CHAIN LINK POST <br />2-3/8" X 11 GAGE GALV. PROVIDE OPENINGS AT TOP TO <br />CHAIN LINK FABRIC ALLOW PIPES AND THE LIKE TO <br />1 1/2" FL. TRACK -WIDTH AND <br />GAUGE TO MATCH STUDS U.N.O. <br />SPLICE PER <br />j CMU OR CONCRETE WALL <br />® ® ® ® ® ®® ® ® ® <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />® ® ®® ® ® ® <br />® ® ®® ® ® ® ® ® ®® <br />20 TOTAL <br />�R.PANEL <br />GALV. CHAIN LINK TOP& PASS THROUGH- AS REQUIRED <br />w <br />U <br />Q <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />4 <br />d <br />BOTTOM RAIL PROVIDE OPENINGS FOR <br />Q <br />a <br />�'®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />�\ / <br />d <br />d <br />UTILITIES <br />O <br />4 <br />6" <br />F-Q <br />A. <br />Q� <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />�� <br />r <br />w <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />DETAIL <br />#10S.M.S.EA.SIDE@EA.STUD <br />a <br />M <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />PANEL <br />INSTALLATION <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />06 <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />a REBARASREQUIRED <br />RAILTOWALL <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />DETECTABLE <br />ATTACHMENT -USE <br />m <br />rn <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />STANDARDCHAINLINK �z <br />M <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />WARNING MAT <br />FITTINGS Lu Q <br />INri <br />M <br />a®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />COMPLY WITH <br />GYPSUM SHTG., NUMBER OF <br />p <br />r <br />=� <br />/ <br />®®®®®®®®®®®®®®®®®®®®®®®®®� <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®o <br />CBC7 .1. <br />LAYERS DEPENDENT ON FIRE <br />a a <br />in <br />fn <br />a <br />WQ <br />®®®®®®®®®®®®®®®®®®®®®®®®®®®®® <br />Mew -p <br />RATING, SEE PLAN <br />�, Q Y cy, <br />cD E DETAIL SURFACE APPLIED PANEL - TOP VIEW "' v t <br />�? Q <br />STRUCTURAL COL. j V) <br />OR WALL W w <br />METAL STUDS <br />a <br />J U <br />(� <br />SECTION A -A DETAIL <br />� <br />4 <br />a <br />FLR LINE - } FLR LINE <br />STD. STL. GALV. CHAIN POST ~ <br />FITTING BOTTOM RAIL CONTINUES <br />PARALLEL TO FLOOR <br />�� .090 DEG POINTS <br />0°�7000a 79' .045 (1.1)HIGH <br />oaooa000a......oa000 0.058 N 0.071 [ a4. <br />/ o00 000 [ . 1 [ ) 4 S 1E 0.480 <br />N� / o ya 4-SIDES I11 ow D0.45 <br />o <br />611 <br />Q Q <br />a <br />D.�D 0980 <br />PANEL ELEVATION MAX 8'-0" BETWEEN SUPPORTS <br />.00 [1,.2] [zasl o <br />oo.000. o N <br />< CONIC, SLAB <br />SECURITY FENCE @ RAMP <br />NOTE: PRIME & PAINT ALL <br />1.500 [38.11 0.700 0.900 [22.91 <br />1.150 2.3-2. [17.81 DIA. 609 PL. <br />R0125[R3.21 29521 [58-611 COMPOSITE SLEEVE ANCHOR <br />MTL. COMPONENTS <br />4-RL IA.(8.35LESmm) <br />CTSKW/ STAINLESS STEEL NAIL SECTION B-B <br />CTHO <br />DETAIL TIP. 20 CATIONS) 4" X 11" (6.35mm X 38.1 mm) <br />- <br />24 <br />GARAGE SECURITY FENCE <br />16 <br />DETECTABLE WARNING MAT <br />12 <br />MTL. TRACK CLOSURE <br />8 <br />CURB AT TRASH ROOM <br />4 <br />Architecture + Planning <br />17911 Von Karman Ave. <br />Suite 200 <br />Irvine, CA 92614 <br />ktgy.com <br />949.851.2133 <br />KTGY Project No: 2017-0934 <br />Project Contact: Debbie Holland <br />Email: dholland@ktgy.com <br />Principal: Wil Wong <br />Project Designer: D. Schoolmeester <br />Project Director: Debbie Holland <br />Developer <br />R E I] OAK <br />INVESTMENTS <br />4199 CAMPUS DRIVE <br />I RV I N E, CA 92612 <br />PHONE NO. (714) 342-2502 <br />r <br />N <br />U <br />z <br />Q <br />Q <br />z <br />Q <br />(n <br />F_ <br />w <br />w <br />U) <br />w <br />T_ <br />LI <br />06 <br />LO <br />No. Date Description <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />of any perceived errors or omissions in the plans and specifications of which a contractor <br />thoroughly knowledgeable with the building codes and methods of construction should <br />reasonably be aware. Written instructions addressing such perceived errors or omissions <br />shall be received from the architect prior to the client or clients subcontractors proceeding <br />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />V&D <br />ARC,411 <br />No. C29795 <br />RENEWAL DATE <br />AUGUST 31, 2023 oF C A\- \F <br />License Stamp <br />GARAGE DETAILS <br />AD-31 <br />N <br />C) <br />N <br />w <br />COPYRIGHT c <br />