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10'-0"EQ.EQ. CHAIN SPACINGEQ.LCLCLCLC±1 1/2" HIGH X 3/8" WIDE BLACK TEXTFIELD VERIFY LEAST DIM. PRIOR TO TEXT FABRICATION.CLEARANCE BAR WITH TEXT TO READ:"HEAD CLEARANCE 8'-2" MAX. BEYOND" OR"HEAD CLEARANCE 7'-0" MAX. BEYOND"2"3"1'-0"MOUNT BOTTOM <br />OF SIGN <br />@ MINIMUM <br />OBSTRUCTION <br />HEIGHT <br />PVC END CAP. LIQUID WELD TO PIPE.3" DIA. PVC PIPE. PRIME & PAINT TUBE YELLOWTO MATCH CAUTION YELLOW NOTES @GARAGE.45 DEGREE ANGLE, 2" WIDE BLACK STRIPESOVER YELLOW BACKGROUND.CHAIN SUPPORTLCCONCRETE WHEEL STOPREBAR @ MAT SLAB ONLY,ADHESIVE MOUNT @ SUSPENDEDSLABCONCRETE STRUCTURAL SLAB1 1/2" FL. TRACK - WIDTH ANDGAUGE TO MATCH STUDS U.N.O.SPLICE PER#10 S.M.S. EA. SIDE @ EA. STUD-TYP.METAL STUDSMINERAL WOOLGYPSUM SHTG., NUMBER OFLAYERS DEPENDENT ON FIRERATING, SEE PLANMOUND CONCRETE @ TOP OFBOLLARDCONCRETE FILLED 4" DIA. STEELPIPE -PAINTWELD PLATEC POSTL1 1/2" FL. TRACK - WIDTH ANDGAUGE TO MATCH STUDS U.N.O.SPLICE PER#10 S.M.S. EA. SIDE @ EA. STUD-TYP.METAL STUDSGYPSUM SHTG., NUMBER OFLAYERS DEPENDENT ON FIRERATING, SEE PLAN'B''B'DETAIL A2.3-2.4[58-61]1.150[29.2]2.3-2.4 <br />[58-61] <br />1.286 <br />[32.7]DETAIL BPANELINSTALLATIONCOMPOSITESLEEVEANCHOR20 TOTALPER PANELR0.125 [R3.2]4 -PL1/4" DIA. (6.35mm)CTSK HOLES(TYP. 20LOCATIONS)DETECTABLEWARNING MATCOMPLY WITHCBC 705.1.0.058[1.5]0.192 [4.9] <br />0.115 [ 2.9] <br />0.234 [5.9]0.071[1.8]0.032 [ 0.8]0.440[11.2]0.980[24.9]1.500 [38.1]0.063 <br />[1.6] <br />0.198 <br />[5.0] <br />0.200 [5.1] <br />20 - PL <br />0.500 [12.7]4 - SIDES15°30°0.700[17.8]0.900 [22.9]DIA. 609 PL.0.151 <br />[3.8] <br />0.200 [5.1] <br />DOME 609 PL.0.450 [11.4]DIA. 609 PL.0.480[12.2]79°COMPOSITE SLEEVE ANCHORW/ STAINLESS STEEL NAIL14" X 112" (6.35mm X 38.1mm)SECTION B-B.090 DEG POINTS.045 (1.1) HIGHPANEL ELEVATION MAX 8'-0" BETWEEN SUPPORTS6" <br />TYP.STD. STL. GALV. CHAIN LINK POST2-3/8" X 11 GAGE GALV.CHAIN LINK FABRICSTRUCTURAL COL.OR WALLGALV. CHAIN LINK TOP &BOTTOM RAILRAIL TO WALLATTACHMENT- USESTANDARD CHAIN LINKFITTINGSNOTE: PRIME & PAINT ALLMTL. COMPONENTSCLEAR VERT. HEIGHT <br />-SEE SLAB PLANS <br />6" <br />TYP.BOTTOM RAIL CONTINUESPARALLEL TO FLOORSECURITY FENCE @ RAMP6"FLR LINEFLR LINE6"PROVIDE OPENINGS AT TOP TOALLOW PIPES AND THE LIKE TOPASS THROUGH- AS REQUIRED1"RAIL PER PANEL ELEVATIONNOTE:METALIZE, PRIME, AND PAINT ALL METALCOMPONENTSCONTRACTOR TO SELECT (1) ATTACHMENTDETAIL & USE THROUGHOUT THE PROJECT. THEUNSELECTED OPTION WILL NOT BE USED.1/8" THICK RUBBER GASKETC.M.U. OR C.I.P. MAY OCCURWALL FINISH MAY OCCURSET BOLTS PRIOR TO POUROR INSTALL W/ STRUCTURALEPOXY ANCHORING CEMENTIMBED 3"DETAIL 8A - BASE OF POSTCONC. SLABCONC. SLAB8" X 8" X 3/8" EMBED STL. PLATE@ 8'-0" O.C. MAX.3/8" THK. MIN. X WIDTH OF POSTSTL. PLATE ON (2) SIDES OFPOST - WELD TO EMBED PLATE10"8" X 8" X 3/8" EMBED STL.PLATE @ 8'-0" O.C. MAX.STL. POST PER PLANSTL. POST PER PLAN - WELDTO EMBED PLATE1/2" MACHINE BOLT4"DETAIL 8B - TOP OF POSTPLATE IS ECCENTRIC ATCONDITIONS WHERE COLS &WALLS OCCURPROVIDE OPENINGS FORUTILITIES6"MAX.STD. STL. GALV. CHAIN POST FITTINGSTD. STL. GALV. CHAIN POSTFITTINGSURFACE <br />ALIGN FINISH <br />CONC. SLABCMU LOW WALL3'-6"CMU LOW WALL2" SQ. TUBE FRAMEMETAL SCREEN1 1/2" X 1 1/2" X 3/8" ANGLEANCHORED TO WALL &METAL SCREENNOTE: PRIME & PAINT ALLMTL. COMPONENTSCONC. SLABDETAIL ADETAIL B'A''A'49.059 [1246.1] PART O.A.35.997 [ 914.3]PART O.A.1.30 <br />[33.0]33.399 [ 848.3] 20 - EQUAL SPACES <br />1.30 <br />[33.0] 46.759 [1187.7] 28 - EQUAL SPACES1.150[29.2]1.150[29.2]SURFACE APPLIED PANEL - TOP VIEWSECTION A-A0.135 [ 3.4] <br />WALL <br />THICKNESS <br />0.443 [11.2] <br />PART O.A.14" DIA. (6.35mm) CTSK HOLES(TYP. 20 LOCATIONS)TOP OF SLAB EDGEELEVATIONAIRCRAFT CABLEPLANCLINTERMEDIATE COLUMNEMBED PLATEEND COLUMNSLAB EDGECLEMBED PLATECABLESLAB EDGECONCRETE COLUMN3" x 3" x 38" GALV METAL ANGLEUPPER SLABLOWER SLABRAMPDOWNCURB MAY OCCURSEE PLANS42" MIN 42" MIN 4" TYPRUN RAILSPARALLEL TOCURBTOP OF CURB42" MIN7<4"4" TYP1"6"6" x 6" x 1/2" THKEMBED PLATE3" x 3" x 3/8" GALVMETAL ANGLE POSTCONCRETE SLABPER STRL6"6"GRIDLINE AIRCRAFTCABLEPLUMBING PIPINGMAY OCCUR - SEEPLUMBINGPROVIDE 6" WIDE x 1" HIGHUPTURN IN SLAB, TYP, TOPREVENT WATER DRAINAGEOFF EDGE OF SLABWALLWHEREOCCURS,SEE PLAN7GRIDLINE HGRIDLINESLAB EDGEPLANSECTIONGARAGE DETAILSAD-3113CMU LOW WALL AT GARAGE9VEHICULAR HEADROOM CLEARANCE BAR1PIPE BOLLARD2PIPE GUARDS6NOT USED10141211FLOOR TRANSITIONS15FR TRACK CLOSURE78CURB AT TRASH ROOM43WHEEL STOP161924MTL. TRACK CLOSUREWELD PLATERAIL-WALL ATTACHEMENTSLAB EDGE / CABLE RAILGARAGE SECURITY FENCE-DETECTABLE WARNING MATCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 <br />4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AGARAGE SECURITY SCREENAA06-21-23