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S <br />3 <br />T/FTG = X'-X" <br />3 <br />DRAWING LEGEND <br />POST-TENSION DEAD END (PLAN) <br />POST-TENSION STRESSING END (PLAN) <br />POST-TENSION PROFILE (PLAN) <br />(IN INCHES) <br />DETAILS OR SECTION CUT IN PLAN <br />VIEW (DETAIL NUMBER/SHEET NUMBER) <br />TILT-UP/PRECAST CONCRETE WALL <br />CONNECTION SYMBOL (REFER TO <br />CONNECTION DETAIL) <br />INDICATES CONCRETE COLUMN <br />SYMBOL (REFER TO DIAPHRAGM <br />INDICATES BEARING WALL BELOW <br />INDICATES CONCRETE/TILT-UP <br />CONCRETE WALL <br />INDICATES MASONRY/CMU WALL <br />INDICATES STEP IN FOOTING <br />(REFER TO TYPICAL STEP IN <br />FOOTING DETAIL) <br />FOOTING SYMBOL (REFER TO SPREAD <br />FOOTING SCHEDULE) <br />SHEAR WALL SYMBOL (REFER TO <br />SHEAR WALL SCHEDULE) <br />REVISION TRIANGLE <br />TILT-UP/PRECAST CONCRETE WALL <br />PANEL NUMBER (REFER TO TILT-UP/ <br />PRECAST CONCRETE WALL ELEVATIONS) <br />CMU WALL REINFORCING SYMBOL <br />(REFER TO CMU WALL REINFORCING <br />SCHEDULE) <br />ROOF/FLOOR DIAPHRAGM NAILING <br />ELEVATION SYMBOL (T/ REFERS <br />TO COMPONENT THAT THE <br />ELEVATION REFERENCES) <br />STUD BUBBLE (INDICATES NUMBER <br />OF STUDS REQUIRED IF EXCEEDS <br />NUMBER SPECIFIED IN PLAN NOTE) <br />DETAILS OR SECTION CUT <br />(DETAIL NUMBER/SHEET NUMBER) <br />INDICATES LOCATION OF CONCRETE <br />WALLS, SHEAR WALLS OR BRACED <br />FRAME ELEVATIONS <br />STRUCTURAL EXTENT SYMBOL <br />SINGLE ARROW - END OF EXTENT <br />DOUBLE ARROW - CONTINUOUS <br />EXTENT ALONG THE ELEMENT LINE <br />UNTIL THE ELEMENT IS INTERRUPTED <br />INDICATES WIDE FLANGE COLUMN <br />INDICATES BUNDLED STUDS <br />CONTINUITY PLATE LENGTH <br />(REFER TO TYPICAL DETAIL) <br />MARK <br />NAILING SCHEDULE) <br />MARKDESCRIPTION DESCRIPTION <br />INDICATES DIRECTION OF DECK SPAN <br />INDICATES MOMENT FRAME <br />CONNECTION <br />INTERMEDIATE STRESSING (PLAN) <br />INDICATES NUMBER OF STUD RAIL <br />REQUIRED AT COLUMN (REFER TO <br />STUD RAIL DETAILS) <br />STEEL/CONCRETE COLUMN <br />SYMBOL (REFER TO STEEL <br />COLUMN SCHEDULE) <br />INDICATES EXISTING WALL <br />INDICATES DRAG CONNECTION <br />INDICATES HOLLOW STRUCTURAL <br />SECTION (HSS) COLUMN OR <br />TUBE STEEL (TS) COLUMN <br />INDICATES HOLLOW STRUCTURAL <br />SECTION (HSS) COLUMN OR <br />STEEL PIPE COLUMN <br />INDICATES DOUBLE SHEAR <br />CONNECTION (REFER TO THE DOUBLE <br />SHEAR PLATE CONNECTIONS DETAIL) <br />PILE CAP SYMBOL (REFER TO <br />PILE CAP SCHEDULE) <br />INDICATES PRECAST <br />CONCRETE COLUMN <br />F2.0 <br />INDICATES WOOD POST <br />1P <br />0 <br />INDICATES CANTILEVER <br />CONNECTION <br />00 <br />S0.0 <br />1 <br />1 <br />8" <br />DS <br />SR__ <br />1 <br />1 <br />C1 <br />XX"xXX" <br />X <br />SX.X <br />XX/SXX.XX <br />INDICATES REINFORCING TYPE <br />(REFER TO THE REINFORCING <br />SCHEDULE) <br />00TB <br />ABBREVIATIONS <br />INDICATES WOOD OR STEEL STUD <br />SHEAR WALL LINE AND HOLD-DOWNS <br />PER KEY ON SHEET <br />INDICATES WOOD OR STEEL STUD <br />BEARING WALL LINE <br />PER KEY ON SHEET <br />THRU Through <br />W Wide <br />THKND Thickened <br />TYP Typical <br />T&G Tongue & Groove <br />TRANSV Transverse <br />W/O Without <br />W/ With <br />WWF Welded Wire Fabric <br />WP Working Point <br />WHS Welded Headed Stud <br />± Plus or Minus <br />UNO Unless Noted Otherwise <br />VERT Vertical <br />TDS Tie Down System <br />TCX Top Chord Extension <br />GEOTECH Geotechnical <br />L Angle <br />BMU Brick Masonry Unit <br />TC AX LD Top Chord Axial Load <br />DB Drop Beam <br />C'SINK Countersink <br />EXP JT Expansion Joint <br />FDN Foundation <br />FD Floor Drain <br />EXT Exterior <br />(E) Existing <br />EXP Expansion <br />EW Each Way <br />EQUIP Equipment <br />EQ Equal <br />FIN Finish <br />ELEV Elevator <br />ELEC Electrical <br />EL Elevation <br />EF Each Face <br />EA Each <br />DWG Drawing <br />DP Depth/Deep <br />DO Ditto <br />DN Down <br />DL Dead Load <br />DIAG Diagonal <br />DF Douglas Fir <br />DEV Development <br />DBL Double <br />DIA Diameter <br />NIC Not In Contract <br />OPP Opposite <br />OPNG Opening <br />OF Outside Face <br />OD Outside Diameter <br />OC On Center <br />NTS Not To Scale <br />OWSJ Open Web Steel Joist <br />OWWJ Open Web Wood Joist <br />PL Plate <br />LONGIT Longitudinal <br />LLV Long Leg Vertical <br />LLH Long Leg Horizontal <br />LL Live Load <br />LF Lineal Foot <br />LSL Laminated Strand Lumber <br />LVL Laminated Veneer Lumber <br />MAS Masonry <br />MISC Miscellaneous <br />MIN Minimum <br />MFR Manufacturer <br />MEZZ Mezzanine <br />MECH Mechanical <br />MAX Maximum <br />CMU Concrete Masonry Unit <br />CJ Construction or <br />Control Joint <br />CJP Complete Joint <br />Penetration <br />CONT Continuous <br />CONST Construction <br />CONN Connection <br />CONC Concrete <br />COL Column <br />CLR Clear <br />CL or Centerline <br />CIP Cast in Place <br />C Camber <br />B or BOT Bottom <br />BLKG Blocking <br />BLDG Building <br />BRG Bearing <br />B/ Bottom Of <br />ARCH Architectural <br />ALT Alternate <br />ADDL Additional <br />AB Anchor Bolt <br />k Kips <br />INT Interior <br />IF Inside Face <br />IE Invert Elevation <br />ID Inside Diameter <br />HORIZ Horizontal <br />HD Hold-down <br />HGR Hanger <br />HF Hem-Fir <br />HDR Header <br />GWB Gypsum Wall Board <br />HP High Point <br />GL Glue Laminated Timber <br />GALV Galvanized <br />GA Gage <br />FTG Footing <br />F/ Face of <br />SPEC Specification <br />STRUCT Structural <br />STIFF Stiffener <br />STD Standard <br />SST Stainless Steel <br />SF Square Foot <br />SYM Symmetrical <br />T&B Top & Bottom <br />SWWJ Solid Web Wood Joist <br />T/ Top Of <br />SQ Square <br />STL Steel <br />PSI Pounds Per Square Inch <br />PSL Parallel Strand Lumber <br />SCHED Schedule <br />RET Retaining <br />REQD Required <br />REINF Reinforcing <br />RD Roof Drain <br />PT Pressure Treated <br />P-T Post-Tensioned <br />SHTHG Sheathing <br />SIM Similar <br />REF Refer/Reference <br />R Radius <br />PSF Pounds per Square Foot <br />PLWD Plywood <br />PJP Partial Joint Penetration <br />HSS = TS (Hollow Structural Section) <br />FLR Floor <br />PAF Powder Actuated Fastener <br />BP Baseplate <br />DBA Deformed Bar Anchor <br />DIST Distributed <br />EMBED Embedment <br />FRP Fiberglass Reinforced Plastic <br />KSF Kips Per Square Foot <br />LP Low Point <br />PERP Perpendicular <br />SOG Slab on Grade <br />SR Studrail <br />CTRD Centered <br />IBC International Building Code <br />CB Castellated Beam <br />URM Unreinforced Masonry <br />Unit <br />PC Precast <br />SMF Special Moment Frame <br />STAGG Stagger/Staggered <br />PREFAB Prefabricated <br />T Top <br />BTWN Between <br />THRD Threaded <br />SCBF Special Concentric <br />Braced Frame <br />BRBF Buckling Restrained <br />Braced Frame <br />OCBF Ordinary Concentric Braced <br />Frame <br />DEMO Demolish <br />CLG Ceiling <br />ADH Adhesive <br />CLT Cross-Laminated Timber <br />NLT Nail-Laminated Timber <br />FRT Fire Retardant Treated <br />SP Southern Pine <br />SFRS Seismic Force- <br />Resisting System <br />C'BORE Counterbore <br />LLBB Long Leg Back-to-Back <br />SLBB Short Leg Back-to-Back <br />SER Structural Engineer of <br />Record <br />CL <br />2W4 <br />SB Site-Built <br />FB Factory-Built <br />OR <br />INDICATES A LEDGER <br />©Copyright D'Amato Conversano Inc. All Rights Reserved <br />This document, and the ideas and designs may not be reused, in whole or <br />in part, without written permission from D'Amato Conversano Inc. <br />D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. <br />www.dci-engineers.com <br />CIVIL / STRUCTURAL <br />® <br />341 W Tudor, Suite 105 <br />Anchorage, Alaska 99503 <br />P: (907) 257-2613 <br />These drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall not use these <br />drawings for construction until Contractor receives written approval for use in construction by the jurisdiction having authority and DCI Engineers. <br />FOR PERMIT <br />CHIPOTLE MEXICAN GRILL, INC. <br />PO BOX 182566 <br />COLUMBUS, OH 43218-2566 <br />TELEPHONE: (614) 318-2400 <br />Project No. <br />Contents: <br />Revisions: <br />Issue Record: <br />Consultant: <br />Drawn:Checked:Project Manager: <br /># <br />COPYRIGHT 2020 <br />THIS DRAWING IS AN INSTRUMENT OF SERVICE <br />AND AS SUCH REMAINS THE PROPERTY OF <br />CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR <br />USE OF THIS DOCUMENT IS LIMITED AND CAN BE <br />EXTENDED ONLY BY WRITTEN AGREEMENT WITH <br />CHIPOTLE MEXICAN GRILL, INC.. <br />05.2020 <br />6/2/2020 10:49:27 AM C:\_localrevit\Struct-20101-0078-R2018_jsizemore@dci-engineers.com.rvt <br />040519 <br />STRUCTURAL GENERAL <br />NOTES, LEGEND AND <br />ABBREVIATIONS <br />S000 <br />06/05/2020 PERMIT SUBMITTALLATHROP16542 GOLDEN VALLEY PARKWAYLATHROP, CA 95330STORE NO.: 04-3535JS JJRJJR <br />STRUCTURAL SHEET LIST <br />SHEET NUMBER SHEET TITLE <br />S000 STRUCTURAL - GENERAL NOTES, LEGEND AND ABBREVIATIONS <br />S100 STRUCTURAL - ROOF FRAMING PLAN AND DETAILS <br />Sheet Total: 2