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HomeMy WebLinkAboutFire Station #6COLLEGE STATION FIRE DEPARTMEN FIRE STATION NO,, 6 610 UNIVERSITY DRIVE EAST, COLLEGE STATION, TEXAS 77840 BRW PROJECT NO.: 210119.00 MAY 61 2011 OWNER ARCHITECT CIVIL ENGINEER 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77842 PHONE: (979) 764-3500 BROWN REYNOLDS WATFORD ARCHITECTS, 2700 EARL RUDDER FRWY SOUTH, SUITE 4000 COLLEGE STATION, TEXAS 77845 PHONE: (214) 694-1791 FAX: (979) 694-8293 O'MALLEY ENGINEERS, L.L.P. 203 SOUTH JACKSON STREET, BRENHAM, TEXAS 77833 TEXAS ENGINEERING FIRM REGISTRATION # F-3244 Ye4 � G ... i.f� ! ' III .r-... •.,. '.,.,• - �a r. STRUCTURAL ENGINEER ROBERTSON CONSULTING ENGINEERS 2700 EARL RUDDER FRWY SOUTH, SUITE 2900- gal; a }* COLLEGE STATION, TEXAS 77845 �~�..�_A • TEXAS ENGINEERING FIRM REGISTRATION # F-503 J i 4 I q i MECHANICAL / ELECTRICAL JORDAN & SKALA ENGINEERS, INC. A61 Y rt r PLUMBING ENGINEER © r{� 3 14240 MIDWAY ROAD SUITE 350 �• .c.. .v ��.x e ��rDALLAS TEXAS 75244 ... .. .....EX DRAitE TEXAS ENGINEERING FIRM REGISTRATION # F-4990aj�s� .r SYMBOL LEGEND VICINITY MAP - ACCESSIBILITY INDEX OF DRAWINGS NOTE: RE: A6.1 FOR ACCESSIBLE MOUNTING HEIGHT REQUIREMENTS T1.1 TITLE SHEETA3.4 WALL SECTIONS & DETAILS FOR ACCESSORIES AND EQUIPMENT TI.2 MASTER KEYNOTE LIST A3.5 WALL SECTIONS & DETAILS A3.6 WALL SECTIONS & DETAILS a D NORTH ARROWS EXTERIOR ELEVATION p ISMLIFE SAFETY PLAN MST FLOOR) A3J WALL SECTIONS &DETAILS PLAN TRUE A21 DOORS LS11.2 LEE SAFETY PLAN (2ND FLOOR AND MEZZANINE) -- PROPERTY LINE 2 A2.1 1 INTERIOR ELEVATION -•-•-•-•- SETBACK LINE 1.01 KEYNOTE BUILDING SETBACK LINE/ - - - - - - EASEMENT WALL TYPE 100 - - - - - - EXISTING CONTOURS 10 DOOR NUMBER 100 O WINDOW TYPE REVISED CONTOURS 100.00' EXISTING SPOT GRADE REVISIONS Ct0 BOUNDARY AND TOPOGRAPHIC SURVEY A4.1 VERTICAL CIRCULATION DETAILS x ARROW INDICATES PRIMARY DIRECTION OF APPROACH Ct01 DEMOLITION SITE PLAN A5.1 DOOR TYPES SCHEDULE & DOOR DETAILS C1.1 SITE PLAN AND DETAILS A51 WINDOW TYPES Ct2 ENLARGED SITE PLAN & DETAILS A53 WINDOW DE T AILS Ct3 ENLARGED SITE PLAN & DETAILS A5.4 WINDOW DETAILS & SILL TYPES ....................................: MIN. Ct4 SITE DETAILS A6.1 INTERIOR ELEVATIONS Z C2.0 GRADING PLAN A61 INTERIOR ELEVATIONS PULL SIDE PULL SIDE 18" ' X } r z C2.1 JOINT LAYOUT A63 INTERIOR ELEVATIONS ;n MIN. C2.2 EROSION CONTROL PLAN A6.4 MILLWORK DETAILS C3.0 UTILITY PLAN A6.5 MILLWORK DETAILS : C4.0 STORM WATER DETENTION CALCULATIONS A6.6 MILLWORK DETAILS o z 12" MIN. Q CID z Q co z C4.1 DRAINAGE PLAN IF DOOR HAS BOTH M E C4.2 STORM SEWER PLAN A7.1 REFLECT® CEILING PLAN 0ST FLOOR) & DETAILS E - CLOSER & LATCH : ................... ................... C43 DETIFN110N STORAGE PPE LAYOUT A7.2 REFLECTED GEEING PLANS (2ND FLOOR) &DETAILS VK3N" MAP C4.4 DETENTION STORAGE DETAILS . PUSH SIDE PUSH SIDE 2,_0�� A73 REFLECTED GEEING PLANS (MEZZANINE) &DETAILS 100.00' ROOMNAME „ 4 -6 MIN. REVISED SPOT GRADE ROOM DESIGNATION C5.0 WATER DETAILS 101 & NUMBER _ _ MIN C6.0 PAVING & DRAINAGE DETAILS NO'�}� FRONT APPROACHES SWINGING DOORS HINGE SIDE APPROACHES SWINGING DOORS LATCH SIDE APPROACHES -SWINGING DOORS A8.1 FINISH PLAN (1ST FLOOR) &DETAILS NOTE: X = 36" MIN. IF Y = 60" NOTE: Y = 54" MIN. IF DOOR HAS CLOSER C7.0 SEWER DETAILS 4t SANITARY SEWER PLAN A8.2 FINISH PLANS (2ND FLOOR) & DETAILS WORKING POINT, CONTROL ALIGN X 42" MIN. IF Y = 54" A = 48" MIN. IF DOOR HAS CLOSER C8.0 DRAINAGE DETAILS OR DATUM POINT A = 48" MIN. IF DOOR HAS A9.1 FURNIISHING PLAN (1ST FLOOR) BOTH A LATCH & A CLOSER Lt1 LANDSCAPE PLAN &DETAILS - COLUMN DESIGNATION , TEMPERED GLASS Lt2 IRRIGATION PLAN &DETAILS A9.2 FURNISHING PLANS (2ND FLOOR) CODE INFORMATION 1 A2.1 � BUILDING SECTION 4'-0" S1.1 FOUNDATION PLAN & DETAILS MEP1.1 MECHANICAL SITE PLAN 1/A2.1 APPLICABLE CODES: CLEAR MIN. S1.2 FOUNDATION DETAILS M1.0 MECHANICAL SCHEDULES, NOTES & DETAILS PLAN DETAIL 2009 INTERNATIONAL BUILDING CODE (IBC) ................ ....... _ St3 FOUNDATION DETAILS M1.1 MECHANICAL SCHEDULES, NOTES .& DETAILS - WALL SECTION St4 FOUNDATION SLAB SECTIONS M2.1 MECHANICAL PLANS 0ST FLOOR) 1 /A2.1 2009 INTERNATIONAL MECHANICAL CODE (I M C) ♦ Sty FOUNDATION SLAB SECTIONS � M22 MECHANICAL PLANS (2ND FLOOR) ��I'�� - . w M23 MECHANICAL. PLANS (MEZZANINE) St6 FOUNDATION SLAB SECTIONS SCALE 2009 INTERNATIONAL PLUMBING CODE (IPC) :""""""" NOTE: ALL DOORS SHALL COMPLY WITH ACCESSIBLE DIMENSION M u, .� • • • • • • MINIMUM REQUIREMENTS INDICATED ABOVE St7 FOUNDATION BEAM SCHEDULE n- t v M3.1 ENLARGED MECHANICAL PLANS 2008 NATIONAL ELECTRIC CODE (NEC) St8 FRAMING PLAN & DETALS Hngg wa Ptl PLUMBING NOTES AND SCHEDULESARCHITECTURAL ABBREVIATIONS St9 FRAMING PLAN & DETAILS Pt2 PLUMBING DETAILS 2009 INTERNATIONAL FIRE CODE (IFC) St10 FRAMING PLAN &DETAILS 0 a `o w to W P1.3 PLUMBING DETAILS A.F.F. ABOVE FINISH FLOOR St11 FRAMING PLAN & DETAILS9 �2 0 g P 0 PLUMBING PLAN UNDERFLOOR8.0. BOTTOM OF TEXAS ACCESSIBILITY STANDARDS (TAS) T� �� 2. ( ) St12 FRAMING PLAN & DETALS o - "' $ ` P21 PLUMBING PLAN (1ST` FLOOR) C.J. CONTROL JOINT DOORS IN SERIES 3 a n- CLR CLEAR ZONING: St13 FRAMING DETAILS P2.2 PLUMBING PLANS (2ND FLOOR) DIA. DIAMETER R-1 SINGLE FAMILY RESIDENTIAL DN DOWN E.J. EXPANSION JOINT OCCUPANCY GROUP CLASSIFICATION: EQ. EQUAL MIXED OCCUPANCY: F.F. FINISH FLOOR BUSINESS (B) F.V. FIELD VERIFY STORAGE (S-2) GA. GAUGE RESIDENTIAL (R-2) M.O. MASONRY OPENING MAX. MAXIMUM CONSTRUCTION TYPE: MIN. MINIMUM TYPE V-B MNTD. MOUNTED NOM. NOMINAL SPRINKLERED: YES '(NFPA 13) S1.14 FRAMING DETAILS P2.3 PLUMBING PLAN (R66F PLAN) St15 FRAMING DETAILS P3.1 ABOVE CEIJNG ENLARGED PLUMBING PLAN ®4 St16 FRAMING DETAILS St17 FRAMING DETAILS P4.1 RISER PLAN osT FL60R) St18 FRAMING DETAILS P4.2 RISER PLAN (2ND FLOOR) A1.1 FLOOR PLAN (1ST FLOOR) & PLAN DETAILS P43 GAS RISER PLAN All FLOOR PLAN (2ND FLOOR) & PLAN DETAILS Et1 ELECTRICAL NOTES' AND SCHEDULES,-" •w A13 FLOOR MEZZANINE), ENLARGED PLANS, Et2 ELECTRICAL SCI- DW AND RISER �• At4 & PLANPLAN A�.S DIMENSIONAL FLOOR PLAN 0ST FLOOR) Et3 ALARM SCHEDULE AND ELECTRICAL DETAILS N.I.C. NOT I N CONTRACT & PLAN DETAILS E2.1 LIGHTING PLAN 0ST FLOOR)` . m. 0 C (E W) ON ENTER (EACH WAY) FIRST FLOOR AREA• 18 86 0 Al-5 DIMENSIONAL FLOOR PLANS (2ND FLOOR) E2.2 1 I(�ITING PLAN (2ND FLOOR) O.H. OPPOSITE HAND SECOND FLOOR AREA: 6,273 RE: REFERENCE TOTAL BUILDING AREA: 25,133 REQ./READ REQUIRED R.O. ROUGH OPENING BUILDING HIGH POINT: 50'-0" SIM. SIMILAR T.O. TOP OF SITE AREA: 1.76 ACRES TYP. TYPICAL W/ WITH W.B. WIND BRACE W.P WORKING POINT & PLAN DETAILS E23 LIGHTING PLAN (MEZZANINE) At6 DIMENSIONAL FLOOR PLANS (MEZZANINE) A11.7 .PLAN DETAILS E3.1 POWER PLAN (1ST FLOOR) A1.8 ROOF PLAN & DETAILS E31 POWER PLAN (2ND FLOOR) At9 ROOF DETAILS dITY OF COLLEGE STATION E33 PISOTW OOR N (MEZZANINE) A2.1 EXTERIOR ELEVATIONS Building inspection s A2.2 EXTERIOR ELEVATIONS - FA.1 FIRE ALARM PLAN (1ST FLOOR) p - / E41 FIRE ALARM PLAN (2ND FLOOR) A23 BUILDING SECTIONS Reviewed 5��6�2o tt E43 FIRE ALARM PLAN (MEZZANINE) A2.4 BUILDING SECTIONS --�-- A2.5 BUILDING SECTIONS T1,81 E5.1 SPEAKER PLAN (1ST FLOOR) A31 WALL SECTIONS & PLAN DETAILS cc *1 SPEAKER PLAN (2ND FLOOR) A31 WALL SECTIONS & PLAN DETAILS E53 SPEAKER PLAN (MEZZANINE) A33 WALL SECTIONS & DETAILS J'n t; MASTER KEYNOTE LIST DIVISION 02 - EXISTING CONDITIONS (TO REMAIN, U.N.O.) & DEMOLITION 0220.01 EXISTING TREE 0220.08 EXISTING CONCRETE SIDEWALK 0220.100 EXISTING TRAFFIC SIGNAL TO REMAIN 0220.26 EXISTING FENCE 0220.31 EXISTING UTILITY 0240.01 REMOVE EXISTING TREE 0240.05 SAWCUT AND REMOVE EXISTING CONCRETE CURB. PATCH AND REPAIR PAVING AS REQUIRED 0240.10 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK 0240.41 REMOVE EXISTING FENCE DIVISION 03 - CONCRETE 0310.01 TAMPED, SCREEDED DRY SAND 0310.02 3/4" CHAMFER 0310.05 VOID FORMS 0320.01 DOWEL INTO CONCRETE SLAB 0320.02 STEEL REINFORCING (RE: STRUCTURAL) 0320.03 DOWEL SLEEVE AND END CAP 0320.04 DOWEL SUPPORT 0320.05 3/4" X 2'-0" SMOOTH DOWELS 0320.06 DOWEL 0330.01 CONCRETE (RE: STRUCTURAL) 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 0330.03 CONCRETE TOPPING SLAB (RE: STRUCTURAL) 0330.05 CONCRETE GRADE BEAM (RE: STRUCTURAL) 0330.06 CONCRETE GRADE BEAM ON VOID FORMS (RE: STRUCTURAL) 0330.12 CONCRETE BOLLARD 0330.14 ARCHITECTURALLY FINISHED CONCRETE 0330.16 INTEGRALLY COLORED CONCRETE 0330.22 SAWCUT CONTROL JOINT 0330.23 CONCRETE EXPANSION JOINT - FILL WITH JOINT SEALER 1 /4" BELOW SURFACE 0330.25 PIPE SLEEVE 0330.26 ANCHOR BOLT 0330.29 SAWCUT WITH SEALANT 0340.07 PRECAST STATUE PEDESTAL 0360.01 LEAD CAULKING OVER WATERPROOF CEMENT GROUT 0360.03 FILL WITH GROUT DIVISION 04 - MASONRY 0405.02 MORTAR NET 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0420.02 HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY 0420.03 4" FACE BRICK 0420.10 4" CONCRETE MASONRY UNITS 0420.13 6" CONCRETE MASONRY UNITS 0420.14 8" CONCRETE MASONRY UNITS 0420.18 12" CONCRETE MASONRY UNITS 0420.23 CONCRETE MASONRY UNIT BOND BEAM 0420.24 VERTICAL REINFORCING IN CONCRETE MASONRY UNITS (RE: STRUCTURAL) 0420.25 THIN BRICK 0440.07 STONE VENEER 0440.08 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0440.09 CUT STONE 0470.01 CAST STONE 0470.05 CAST STONE SILL WITH DRIP 0470.06 CAST STONE CAP PIN BOLT CONNECTIONS 0470.14 MORTAR BED ON METAL LATH DIVISION 05 - METALS 0510.02 STEEL COLUMN (RE: STRUCTURAL) 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0510.05 STEEL CHANNEL (RE: STRUCTURAL) 0510.06 STEEL LINTEL / PLATE (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) 0530.01 METAL FLOOR DECK (RE: STRUCTURAL) 0530.02 1 1/2" METAL DECK (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0530.05 ACOUSTICAL METAL DECK (RE: STRUCTURAL) 0540.02 6" METAL STUDS AT 16" O.C. 0540.03 8" METAL STUDS AT 16" O.C. 0540.09 COLD FORMED METAL STUD HEADER 0540.11 2" STAINLESS STEEL Z-FURRING ® 16" O.C. 0550.02 3" X 3" X 1 /4" STEEL ANGLE 0550.04 4" X 6" X 1 /4" STEEL ANGLE 0550.20 1/2" STEEL PLATE WITH 3/4" DIAMETER LIGHTNING ARRESTOR SPIKE. EXTEND 2'-0" BELOW CONCRETE 0550.26 METAL PAN STAIR. FILL WITH CONCRETE 0550.28 STEEL CHANNEL STRINGER 0550.30 1 /4" STEEL PLATE 0550.36 METAL STAIR NOSING FLUSH WITH CONCRETE 0550.38 PIPE SLEEVE 0550.40 1 1 /4" DIAMETER STANDARD STEEL PIPE HANDRAIL WITH 3/8" PLATE STEEL BRACKETS AT 5'-0" O.C. MAX. 0550.41 1 1/4" STANDARD STEEL PIPE GUARDRAIL (3'-6" HIGH) 0550.42 1 1 /4" STANDARD STEEL PIPE HANDRAIL 0550.43 HANDRAIL BRACKET 0550.45 METAL GRATING 0550.49 SUSPENDED METAL GRATING WORK PLATFORM 0550.50 PRE -MANUFACTURED, PREFINISHED ALUMINUM PLATE COLUMN COVER 0550.52 CAST IRON DOWNSPOUT BOOT 0550.54 POLISHED BRASS SLIDING POLE WITH FOAM LANDING MAT 0550.55 METAL BRACKET 0550.56 STAINLESS STEEL BOLT 0550.57 METAL SUPPORT 0550.59 STAINLESS STEEL RAILING 0550.61 METAL SAFETY LATCH 0550.62 6" PIPE BOLLARD. FILL WITH CONCRETE 0550.65 METAL FASTENER 0550.67 METAL SUPPORT BRACKET 0550.68 PREFINISHED CONCEALED FASTENER METAL WALL PANELS 0550.73 PREFINISHED ALUMINUM BRAKE METAL 0550.75 6" PIPE BOLLARD 0550.78 STEEL TUBE (RE: STRUCTURAL) 0550.80 1/2" STEEL PLATE (RE: STRUCTURAL) 0550.82 1 1 /4" DIAMETER STANDARD ALUMINUM PIPE HANDRAIL 0570.03 DECORATIVE GUARDRAIL SYSTEM (3'-6" HIGH) 0570.10 3/4" DIAMETER SOLID STEEL VERTICAL PICKET 0570.13 DECORATIVE METAL MEDALLION DIVISION 08 - WOOD, PLASTICS, & CWOSI7M 0610.01 SHIM AS REQUIRED 0610.02 1 X WOOD BLOCKING 0610.03 2X WOOD BLOCKING 0610.04 2X PRESSURE TREATED WOOD BLOCKING 0610.05 1/2" EXTERIOR GRADE PLYWOOD 0610.06 5/8" EXTERIOR GRADE PLYWOOD 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0610.09 2 X 4 WOOD STUDS AT 16" O.C. 0610.10 2 X 6 WOOD STUDS AT 16" O.C. 0610.11 2 X 6 WOOD FRAMING 0610.12 2 X 8 WOOD FRAMING 0610.13 2 X 10 WOOD FRAMING 0610.19 WOOD WEDGE 0610.20 1 X WOOD FURRING STRIP 0610.25 ' GLUE -LAMINATED BEAM 0610.28 2 X 8 WOOD STUDS AT 16" O.C. 0610.29 2X WOOD HEADER (RE: STRUCTURAL) 0610.30 WOOD BLOCKING 0610.32 PLYWOOD 0610.34 1 /4" PLYWOOD 0610.36 1/2" PLYWOOD 0610.37 5/8" PLYWOOD 0610.38 3/4" PLYWOOD 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) 0610.47 2 X 4 CEILING JOISTS @ 16" O.C. 0610.52 2 X 4 WOOD FRAMING 0620.02 1X HARDWOOD TRIM 0620.13 FIXED PAINTED HARDWOOD PLYWOOD SHELVES (5) ON WOOD CLEATS 0620.19 EXPOSED WOOD BRACKET 0620.22 FIXED PLYWOOD SHELVES ON WOOD CLEATS 0640.03 PLASTIC LAMINATE VENEER BASE CABINETS WITH ADJUSTABLE SHELVES 0640.04 PLASTIC LAMINATE VENEER WALL CABINETS WITH ADJUSTABLE SHELVES 0640.05 PLASTIC LAMINATE COUNTERTOP / 4" SPLASH AS SHOWN 0640.07 3/4" PLYWOOD 0640.13 1/2" PLASTIC LAMINATE VENEER MEDIUM DENSITY FIBERBOARD 0640.15 CABINET CAM LOCK 0640.17 DRAWER GLIDE 0640.18 ADJUSTABLE SHELVING 0640.21 3" WIRE GROMMET 0640.22 WIRE PULLS 0640.24 ADJUSTABLE METAL SHELF STANDARDS. PROVIDE BLOCKING IN WALL AS REQUIRED 0640.30 1 /4" CLEAR TEMPERED GLASS SHELVES 0640.31 1 /4" CLEAR TEMPERED GLASS BYPASS SLIDING DOORS AND ALUMINUM TRACK 0640.32 SHELF BRACKET 0640.38 PLASTIC LAMINATE SHELF 0640.39 PLASTIC LAMINATE DRAWER 0640.40 PLASTIC LAMINATE DESK 0640.42 PLASTIC LAMINATE WARDROBE / LOCKER 0640.43 PLASTIC LAMINATE SUPPORT BRACKET 0640.44 PLASTIC LAMINATE REMOVABLE ACCESS PANEL 0640.45 PLASTIC LAMINATE CABINET BACK 0640.46 PLASTIC LAMINATE CABINET DOOR 0640.47 TOE KICK 0640.48 HEAVY DUTY STEEL COAT ROD 0640.50 PLASTIC LAMINATE PANEL 0640.53 2 X 12 WOOD STAIR STRINGER 0640.54 WOOD STAIR TREAD 0640.55 WOOD STAIR RISER 0640.61 WOOD RUNNING TRIM 0640.63 REMOVABLE HARDWOOD DIVIDERS 0640.65 ELBOW CATCH 0640.66 HEAD BOARD 0640.75 DECORATIVE PULL 0640.79 KNIFE STORAGE INSERT 0640.80 LAZY SUSAN 0640.81 CUTTING BOARD 0640.82 TIP OUT TRAY 0640.83 TEMPERED PEGBOARD 0680.02 FIBER -REINFORCED PLASTIC PANEL. 4' X 4' EACH SIDE OF MOP SINK DIVISION 07 - 7HERMAL & MOISTURE PROJECMON 0710.01 BITUMINOUS DAMPPROOFING MASTIC 0710.05 ROOFING UNDERLAYMENT 0720.01 3 1/2" BATT INSULATION 0720.02 6 1 /4" BATT INSULATION 0720.18 BATT INSULATION (R-30 @ ATTIC/CEILING) 0720.22 RIGID INSULATION (R-30 MIN.) 0720.24 RIGID INSULATION 0725.01 UNDERSLAB VAPOR BARRIER 0725.02 SELF -ADHERING SHEET DAMPPROOFING 0725.03 PLASTIC FILM AIR BARRIER 0740.01 PREFINISHED METAL ROOFING SYSTEM 0740.03 PREFINISHED METAL WALL / SOFFIT PANEL WITH REVEALS 0740.05 Z-CI OSURE BY PREFINISHED METAL ROOFING MANUFACTURER 0740.09 METAL REGLET W/ SEALANT & COUNTERFLASHING BY PREFINISHED METAL ROOFING MANUFACTURER 0740.12 PREFINISHED METAL STANDING SEAM ROOFING 0740.13 PREFINISHED CONCEALED FASTENER METAL WALL PANELS 0740.16 PREFINISHED ALUMINUM COMPOSITE PANEL FASCIA WITH 1 /4" DIAMETER WEEPS AT 2'-0" O.C. 0740.18 FIBER REINFORCED CEMENTITIOUS WALL PANEL 0740.20 FIBER REINFORCED CEMENTITIOUS TRIM 0740.21 FIBER REINFORCED CEMENTITIOUS FASCIA 0740.31 POP -'RIVET 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 0740.38 1 X4 FIBER REINFORCED CEMENTITIOUS TRIM 0740.39 1 X6 FIBER REINFORCED CEMENTITIOUS TRIM 0740.46 FIBER REINFORCED CEMENTITIOUS SOFFIT PANEL 0740.47 CONTINUOUS RAKE FLASHING BY PREFINISHED METAL ROOFING MANUFACTURER 0740.50 INSECT SCREEN 0740.51 FIBER CEMENTITIOUS PANELING AND REVEAL SYSTEM 0740.55 FACTORY FORMED METAL CLOSURE BY STANDING SEAM METAL ROOF MANUFACTURER 0760.01 THROUGH -WALL FLASHING (WITH WEEPS AT 2'-0" O.C.) AND MORTAR NET 0760.02 THROUGH -WALL FLASHING 0760.03 PREFINISHED METAL GUTTER 0760.06 PREFINISHED METAL DOWNSPOUT (4" X 4") 0760.12 PREFINISHED METAL CANOPY GUTTER / FASCIA 0760.13 PREFINISHED METAL FASCIA 0760.30 PREFINISHED EAVE TRIM 0760.31 SILL SEALER 0760.32 6"X6" PREFINISHED METAL GUTTER 0760.33 STAINLESS STEEL WATERSTOP FLASHING CONTINUOUS UNDER FRAME 0760.34 PVC DOWNSPOUT ADAPTER 0760.36 PREFINISHED METAL FLASHING 0760.38 PREFINISHED METAL DOWNSPOUT (4"X5") 0760.44 ALUMINUM HEAD FLASHING 0760.46 PREFINISHED DOWNSPOUT 0770.01 PREFINISHED METAL COPING SYSTEM 0770.02 CONTINUOUS CLEAT 0770.19 PREFABRICATED METAL SPLASH PAN 0780.06 FIRE RESISTIVE JOINT SYSTEM 0790.01 SEALANT WITH BACKER ROD AS REQUIRED 0790.02 CAULKING 0790.08 WALL EXPANSION JOINT COVER 0790.11 EXPANSION JOINT DIVISION OB - OPENINGS 0810.01 ALUMINUM DOOR FRAME 0810.02 HOLLOW METAL FRAME 0810.04 HOLLOW METAL DOOR AND FRAME 0810.05 JAMB ANCHOR (3 PER JAMB) 0810.06 HOLLOW METAL DOOR 0810.08 SOLID CORE WOOD DOOR 0810.12 METAL LOUVER 0810.19 ALUMINUM CURTAINWALL FRAME 0830.17 UPWARD -ACTING SECTIONAL DOOR 0830.18 UPWARD -ACTING SECTIONAL DOOR TRACK 0830.19 UPWARD -ACTING SECTIONAL DOOR MOTOR / HOUSING 0830.23 RETRACTABLE METAL GATE 0840.01 ALUMINUM STOREFRONT 0840.02 ALUMINUM STOREFRONT DOOR 0840.03 .060 ALUMINUM SILL WITH HEMMED AND CLOSED ENDS 0840.05 CONTINUOUS ALUMINUM SILL FLASHING. SET IN SEALANT 0840.08 ALUMINUM STOREFRONT OPERABLE WINDOW 0840.12 GLAZED ALUMINUM CURTAINWALL 0840.26 CUSTOM FABRICATED BREAK METAL COVER FINISH TO MATCH STOREFRONT 0870.01 METAL THRESHOLD. SET IN SEALANT 0870.10 DISC TUMBLER LOCK 0880.01 1 /4" CLEAR GLASS 0880.02 1 /4" CLEAR GLASS, TEMPERED 0880.16 5/16" FIRE RATED GLASS 0880.18 1 /4" TINTED GLASS, TEMPERED 0880.19 1" TINTED GLASS, INSULATED, LOW-E, TEMPERED 0880.20 1" TINTED GLASS, INSULATED, LOW-E 0880.22 1 1 /8" FIRE RATED GLASS, CLEAR, INSULATED 0890.01 PREFINISHED FIXED ALUMINUM LOUVER (WITH INSECT SCREEN) DIVISION 09 - FINISHES 0920.03 3 5/8" METAL STUDS (20 GAUGE MINIMUM) AT 8" O.C. 0920.10 7/8" FURRING CHANNELS AT 16" O.C. 0920.23 ALUMINUM "F" REGLET 0920.26 5/8" CEMENTITIOUS BACKER BOARD 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.30 5/8" ABUSE RESISTANT GYPSUM BOARD 0920.32 2 LAYERS OF 3/8" GYPSUM BOARD 0920.34 GYPSUM BOARD GUSSETS AT 16" O.C. 0920.35 CORNER BEAD, TYPICAL 0920.36 J-MOULD, TYPICAL 0920.37 GYPSUM BOARD CONTROL JOINT 0920.38 PRE -MANUFACTURED CONTINUOUS ALUMINUM "F" REVEAL MOLDING 0920.39 1/2" WIDE PRE -MANUFACTURED CONTINUOUS ALUMINUM REVEAL TRIM 0920.48 1-1/2" NON-STRUCTURAL METAL CHANNEL 0920.52 5/8" GYPSUM BOARD, MOISTURE RESISTANT (TYPE X) 0920.53 METAL FURRING CHANNEL CLIPS 0 48" O.C. 0930.01 CERAMIC TILE 0930.08 BULLNOSE TRIM TILE 0930.10 COVE TILE 0930.12 FLUID -APPLIED, FABRIC -REINFORCED WATERPROOFING MEMBRANE 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X 2') 0950.09 ACOUSTICAL CEILING TILE TRANSITION STRIP 0960.01 FLOORING AS SCHEDULED 0960.13 4" RESILIENT BASE 0960.14 RUBBER TREAD / RISER / FLOORING 0980.02 2-1/2" SOUND ATTENUATION INSULATION 0980.03 3 1/2" SOUND ATTENUATION INSULATION 0990.03 POWDER COATING 0990.04 PAINTED EXPOSED STRUCTURE AND DECK DIVISION 10 - SPECIALTIES 1010.09 RECESSED DISPLAY / TROPHY CASE 1010.12 CAST BRONZE PLAQUE 1010.33 POLE MOUNTED SIGNAGE - "H.C. PARKING ONLY" 1010.34 POLE MOUNTED SIGNAGE - "VAN -ACCESSIBLE" 1010.55 INTERIOR ROOM SIGNAGE 1010.56 CUSTOM ALUMINUM SIGNAGE 1020.07 PREFABRICATED SHOWER COMPARTMENT 1020.12 WALL AND CORNER GUARDS 1020.16 STAINLESS STEEL 1 1/2" DIAMETER GRAB BAR (36" LONG) 1020.17 STAINLESS STEEL 1 1/2" DIAMETER GRAB BAR (42" LONG) 1020.20 SOAP DISPENSER (SURFACE -MOUNTED) 1020.23 STAINLESS STEEL SEMI -RECESSED TOILET PAPER DISPENSER 1020.28 STAINLESS STEEL SANITARY NAPKIN DISPOSAL (SEMI -RECESSED) 1020.30 STAINLESS STEEL SEMI -RECESSED PAPER TOWEL DISPENSER / TRASH RECEPTACLE 1020.32 STAINLESS STEEL FRAMED MIRROR 1020.33 STAINLESS STEEL MOP RACK 1020.34 VINYL -COATED PIPING WRAP 1020.35 ROBE / TOWEL HOOK 1020.38 STAINLESS STEEL SHOWER CURTAIN ROD WITH VINYL CURTAIN AND HOOKS. 1020.41 WALL MOUNTED TOWEL BAR 1020.47 VINYL COATED PIPE INSULATION 1020.48 STAINLESS STEEL SEMI -RECESSED PAPER TOWEL DISPENSER 1020.49 UNDER -COUNTER DOUBLE BIN WASTE CONTAINER 1020.50 TRASH RECEPTACLE 1050.06 BUNKER GEAR RACK 1050.09 SCBA TANK STORAGE UNIT 1050.13 STAINLESS STEEL WIRE SHELVES 1070.01 CUSTOM SHADING DEVICE 1070.03 GROUND -SET FLAGPOLE 1070.05 FLAGPOLE COLLAR 1070.06 FLAGPOLE CLEAT DIVISION 11 - .EQUIPMENT 1120.03 VENDING MACHINES (N.I.C.) 1120.06 CLOTHES EXTRACTOR 1130.02 REFRIGERATOR 1130.05 DISHWASHER 1130.07 CLOTHES DRYER 1130.09 GAS RANGE 1130.10 OUTDOOR GAS GRILLE (OWNER PROVIDED CONTRACTOR INSTALLED) 1130.11 FOOD DISPOSAL 1130.12 RANGE HOOD 1130.13 UNDER -COUNTER ICE MAKER 1130.14 CLOTHES WASHER 1140.09 ICE MACHINE 1140.10 ICE MACHINE CONDENSING UNIT 1150.07 CEILING RECESSED MOTORIZED PROJECTION SCREEN. PROVIDE SUSPENSION SYSTEM & BRACING AS REQUIRED 1180.01 DUMPSTER (N.I.C.) DIVISION 12 - FURNISHINGS 1210.03 STATUE 1220.01 MINI -BLINDS 1230.23 QUARTZ COUNTERTOP WITH SPLASH AS SHOWN 1250.03 BENCH 1290.01 PRE -MANUFACTURED METAL BICYCLE RACK DIVISION 13 - SPECIAL CONSTRUCTION 1310.01 WATERFALL SPILL EDGE 1310.02 VARIABLE SPEED WATER FEATURE PUMP 1310.03 WATER FEATURE 1330.22 CRICKET 1330.26 THROUGH -WALL FLASHING DIVISION 21 - FIRE SUPPRESSION (RE: PLUMBING) 2110.02 - REMOTE FIRE DEPARTMENT SIAMESE CONNECTION 2110.05 FIRE SPRINKLER PIPING DIVISION 22 - PLUMBING (RE: PLUMBING) 2210.01 PLUMBING VENT 2210.06 FLOOR DRAIN 2210.26 SURGE TANK 2210.27 RESERVOIR 2210.28 AUTO WATER FILL SENSOR 2210.29 ANTI VORTEX DRAIN 2230.08 EXHAUST DUCT FROM DRYER 2240.01 WATER CLOSET. ORIENT FLUSH VALVE TOWARDS ACCESSIBLE SPACE AT ACCESSIBLE STALLS / RESTROOMS 2240.02 URINAL 2240.03 WALL -HUNG LAVATORY WITH CARRIER 2240.05 STAINLESS STEEL UNDERMOUNT SINK 2240.06 STAINLESS STEEL DROP -IN SINK 2240.09 SHOWER HEAD 2240.11 MOP SINK 2240.18 ELECTRIC WATER COOLER 2240.21 EMS DECONTAMINATION SINK WITH HAND NOZZLE SPRAYER 2240.23 UNDERMOUNT SINK 2240.24 PORCELAIN SINK 2240.25 SHOWER VALVE 2240.31 ADA COMPLIANT SINK DIVISION 23 - HEATING, VENTILATING, & AIR-CONDITIONING (HVAC) (RE: MECHANICAL) 2330.01 HVAC DUCTWORK 2330.04 EXHAUST FAN 2330.09 TYPE I STAINLESS STEEL KITCHEN VENTILATION HOOD WITH INTEGRAL FIRE SUPPRESSION SYSTEM 2330.12 STAINLESS STEEL SPLASH PANEL 2330.13 VEHICLE EXHAUST REMOVAL SYSTEM (RE: MECHANICAL) 2360.02 HVAC CONDENSING UNIT 2380.02 ROOM AIR CONDITIONING UNIT DIVISION 28 - ELECTRICAL (RE: ELECTRICAL) 2620.01 CONDUIT 2620.04 ELECTRICAL OUTLET 2620.17 ELECTRICAL DEVICE (RE: ELECTRICAL) 2630.01 EMERGENCY GENERATOR 2650.01 RECESSED LIGHT FIXTURE 2650.03 SURFACE -MOUNTED LIGHT FIXTURE 2650.04 PENDANT LIGHT FIXTURE 2650.05 COVE -MOUNTED WALL WASHER LIGHT FIXTURE 2650.09 UNDER CABINET LIGHT 2650.17 LIGHT POLE / FIXTURE ON CONCRETE BASE 2650.19 EXTERIOR LIGHT FIXTURE 2650.22 INTERIOR LIGHT FIXTURE (RE: ELECTRICAL) 2650.23 FIBER OP11C LIGHT DIVISION 28 - ELECTRONIC SAFETY & SECURITY 2810.03 CARD READER DIVISION 31 - EARTHWORK 3120.01 GRADE 3120.02 COMPACTED SELECT FILL 3120.04 EARTH 3160.01 CONCRETE PIER (RE: STRUCTURAL) DIVISION 32 - EXTERIOR IMPROVEMENTS 3210.09 4" CONCRETE SIDEWALK WITH #3'S AT 18" O.C.E.W. 3210.11 ACCESSIBLE CONCRETE CURB RAMP WITH INTEGRAL COLOR CONCRETE AND TACTILE WARNING SURFACE 3210.14 CONCRETE PAVING (RE: CIVIL) 3210.18 CONCRETE GENERATOR PAD 3210.20 CONCRETE CONDENSER PAD 3210.22 PAVING EXPANSION JOINT - FILL WITH JOINT SEALER 1/4" BELOW SURFACE 3210.23 PRE -CAST CONCRETE PAVING UNIT 3210.27 BRICK ADA WARNING PAVER 3210.30 6" CONCRETE CURB (RE: CIVIL) 3210.33 4" PAVEMENT MARKING (DIAGONAL STRIPING AT 2'-0" O.C. TYPICAL) 3210.35 FIRE LANE STRIPING PER CITY REQUIREMENTS 3210.37 WHEEL STOP (6'-0" LONG). DRILL AND DOWEL INTO PAVING 3210.39 5" CAST -IN -PLACE CONCRETE PAVING WITH #4'S @ 1'-O" O.C.E.W. OVER COMPACTED rSUBGRADE 3210.40 6" CAST -IN -PLACE CONCRETE PAVING WITH #4'S CAD V-0" O.C.E.W. OVER COMPACTED SUBGRADE 3210.41 8" CONCRETE PAVING WITH #4'S ® V-0" O.C.E.W. OVER COMPACTED SUBGRADE 3210.43 LIGHT BROOM FINISH TYPICAL 3210.44 STEEL TROWEL FINISH TYPICAL 3210.45 CONCRETE 3210.48 CAST -IN -PLACE CONCRETE WITH SIX #5 VERTICALS WITH #3 SPIRAL TIES @ 16- O.C. 3210.49 BRICK PAVERS 3210.50 12" CONCRETE PAVING WITH #3'S @ V-0" O.C.E.W. OVER COMPACTED SUBGRADE 3230.35 POST CAP 3230.38 DECORATIVE METAL FENCE 3230.40 4" X 4" STEEL TUBE POST 3230.42 3" X 3" X 1/4" STEEL POST WITH ORNAMENTAL IRON CAP 3230.45 1" X 2" SOLID ORNAMENTAL IRON RAIL 3230.52 UNIT MASONRY RETAINING WALL 3230.58 8'-0" WOOD GATE 3230.59 SITE WALL (RE: CIVIL) 3230.69 HEAVY DUTY CANE BOLT 3290.01 LANDSCAPE BED 3290.03 1/8" X 4" METAL EDGING 3290.05 RUBBER TIE 3290.06 TREE GUY 3290.07 COLORED FLAG 3290.09 PREPARED SOIL MIX 3290.10 HYDROMULCH INSIDE BARRICADE FENCE AND AT ALL DISTURBED EARTH 3290.100 PVC DRAIN 3290.20 CRAPEMYRTLE 3290.25 CRUSHED STONE 3290.27 BEDDING SAND 3290.29 STEEL STAKE 3290.30 TREE BARRICADE (BARRICADE DIAMETER = (TREE CAL. X 12) + 12") 3290.36 RED OAK 3290.37 ROOT BALL 3290.38 RIVERSTONE 3290.43 INDIAN HAWTHORN 3290.50 BARK MULCH 3290.51 TEXAS SAGE 3290.53 TEXAS MOUNTAIN LAUREL 3290.55 DAYLILY 3290.70 3" PERFORATED PVC PIPE WITH CAP 3290.71 SODDING 3290.98 SPIDERWORT 3290.99 ASIAN JASMINE DIVISION 33 - UTILITIES (RE: CIVIL & MEP) 3310.01 FIRE HYDRANT (RE: CIVIL / PLUMBING) 3310.07 BACKFLOW PREVENTER (RE: CIVIL / PLUMBING) 3330.01 GREASE INTERCEPTOR 3330.05 SANITARY SEWER MANHOLE (RE: CIVIL) 3340.10 PERFORATED PIPE SUBSURFACE DRAINAGE SYSTEM 3340.11 4" PVC PIPE (PERFORATED) 3340.13 FILTER FABRIC 3340.14 STORM WATER MANHOLE / COVER 3340.17 GEOTEXTILE EROSION CONTROL 3340.18 GEOTEXTILE TURN UP AT SIDES TO COVER PAVERS 3340.20 POLYOLEFIN GRATE 3340.21 2" PVC PIPE 3340.22 6" PVC PIPE 3340.24 GEOTEXTILE TURN UP AT SIDES 3370.04 TRANSFORMER WITH CONCRETE PAD PER POWER COMPANY REQUIREMENTS 3370.08 BARE COPPER GROUND 3370.09 COPPER GROUND ROD (8'-0" LONG) 3380.01 RADIO TOWER AND CONCRETE FOOTING 3 0 174 � cn < N u.: �G o 3 <C m w � o N >' m Z m � U Oz U 0 a 0 U O T1*2 1 Lff SAft7Y PLAN 1/8„ = MAN TRUE raRni rwRni v N N r N J li 3 Q � o o m Z m nW@' u O F- u U a LS1*1 RESIDENTIAL "R-2" OCCUPANCY IBC CONSTRUCTION TYPE: V_B SPRINKLER SYSTEM: NFPA 13 ALLOWABLE AREA PER FLOOR: 7,000 SF 2ND FLOOR AREA: 5,902 SF ALLOWABLE EXIT DISTANCE: 300'-0" MAX DISTANCE TRAVELED: 135'-0" OCCUPANT LOAD DETERMINATION: -RESIDENTIAL AREAS (200 SF/OCCUPANT) 5902 SF= 30 OCC OCCUPANT LOAD: 30 TOTAL L&I SAFM PLAN 1 1/811 = it -Off - - - - - - — — — — — — — — — — — — — — — — ---------------- L---------- ------ iot- — — — — — — — — — — — — — — — — — — — — — PLAN TRUE - NORTH NORTH Bpool 2 m1/8 IsAffw Pm tNIEZZN*) PLAN *FRUE NORTH NORTH "MCI < C114 U- 1 Y L-) a < Lu F4 O LU ca Z Lu �4 uI­—< 0 z u < 0 w Lu m U Q w CL LS1.2 NOTES AND SPECIFICATIONS } *A � FOUNDATION PLAN PLAN NORTH 01 CONSTRUCTION NOTES General 1. The top of all grade beams are set 1'-4 1/4" below the finish floor. The carton form and slab thicknesses will vary within this dimension. The 1/4" coverboard thickness is included in this dimension. 2. All grade beams are intended to be ground -formed to the maximum extent possible. 3. The conventional steel building columns bear at the top of the grade beams. 4. The grade beams and slab are to be poured separately. 5. See architectural and plumbing plans for all drops and slopes at floor drains. General 1. The contractor is responsible for verifying all dimensions and conditions before proceeding with the work. Report any discrepancies or variations from the drawings to the engineer for any revisions that may be required. Refer to architectural drawings for floor elevations, slopes, depressed floor areas, finishes, embedded items, and miscellaneous steel framing. 2. Principal openings in the structural frame are shown on the drawings. The mechanical contractor shall sleeve for openings such as pipe risers, etc. Any openings not shown on the drawings that require sleeving of beams shall be referred to the structural engineer for any revisions that may be required. Location and size of openings, curbs, pads, etc. shown on the structural drawings shall be verified with the mechanical drawings and the mechanical contractor. See manufacturer's drawings for all equipment anchorages and details. 3. The contractor is responsible for coordinating all foundation details with the approved structural anchor bolt plans. Report any discrepancies or interference problems to the structural engineer for any revisions that may be required. As part of this requirement the contractor shall widen grade beams, grade walls or footing caps so as to provide the necessary embedment depth and cover for anchor bolts. Foundation and Subgrade 1. Remove surface vegetation, roots and organic materials to a depth of 6" and dispose. Continue excavating at trees and underbrush in accordance with the requirements of the Geotechnical Engineering report. The exposed surface shall be proof -rolled and any soft or weak areas shall be stabilized or replaced in accordance with the requirements of the Geotechnical Engineering report. 2. Common fill soils shall consist of soils from the site or soil of similar characteristics obtained from other sites. Select fill soil shall be free of organic materials and have a plasticity index between 8 and 18. 3. Fill materials shall be placed in maximum 6 inch lifts, moistened to -0% optimum moisture content to +3%, and compacted to 95 percent of maximum as determined by ASTM D698. 4. After stripping, proof -rolling and cut/fill operations, bring building pads to final grade by addition of common fill material immediately below the slab carton forms. 5. Drilled footings shall be constructed utilizing machine drilling equipment suitably configured for under -reaming operations. Shafts and bells shall be to the dimensions and depths shown on the plans, and drilled vertically to a tolerance of 1" in 10'. All excavations shall be cleaned of loose material and debris, and receive the approval of the engineer before the placement of reinforcing and concrete. No excavations for drilled footings will be allowed to remain incomplete of concrete and reinforcing at the conclusion of the construction operations for the day in which they are drilled. 6. Provide 10 mil thickness waterproofing beneath all building foundations and slabs. Material shall be virgin polyethylene plastic film. Securely tape all joints, seal around plumbing and electrical penetrations, and patch all holes utilizing virgin polyethylene plastic pressure sensitive tape. Reinforcing Steel 1. All reinforcing steel shall be new billet deformed bars conforming to ASTM A615, Grade 60, except #3 bars which are bent (such as stirrups, ties, or dowels) may be Grade 40. All reinforcing shall be clean and free of mill scale and rust. 2. Detailing and fabrication of reinforcing bars shall be in accordance with the Manual of Standard Practice, ACI 315. Unless shown otherwise, lap continuous bars 40 bar diameters at splices, 15 inches minimum. 3. Reinforcing bars may not be welded without approval of the structural engineer. 4. All top reinforcement shall have corner bars placed with them that extend into adjacent beams. 5. Provide necessary ties and bar supports as required by the Manual of Standard Practice, ACI 315. Brick, rock, or masonry blocks are not acceptable supports. Chairs and bolsters for application directly over earth, poly sheets, or felts shall be equipped with bottom bearing plates. 6. Concrete coverage for the reinforcing steel shall comply with the 2002 ACI Code, except where specifically stated otherwise. 7. Where the geometric configurations of or penetrations through slabs form inside corners, provide diagonal reinforcing across these corners. Except where shown otherwise, this reinforcing shall be 3-#4 bars x 4'-0" long ® 4" on center at each such corner, placed 1-1/2" below the top surface of the slab. 8. All expansion joints shall be filled with closed cell polyethylene foam joint filler, unless specifically noted or shown otherwise. All exposed expansion joints shall be sealed with paving joint sealant. Cast in Place Concrete 1. All concrete work shall be in accordance with the Building Code Requirements for Reinforced Concrete, ACI 318-2002. 2. All grade beam and slab concrete shall be normal weight (sand and gravel aggregate) with a minimum 28 day compressive strength of 3,000 psi. Concrete mix shall contain a minimum 326 pounds of cement per cubic yard plus fly ash (20% maximum by weight) or 420 pounds of cement per cubic yard and no fly ash. Concrete exposed to the exterior environment must contain 3% to 5% entrained air per ACI recommendations. 3. No horizontal joints will be permitted in concrete work except as shown on the drawings. Any stop in concrete placement will be made with vertical bulkheads incorporating a shear key at centers of spans. Locations for stop points shall be approved by the structural engineer prior to placement. 4. Formwork design is the responsibility of the contractor and shall not be removed until the concrete has gained_ sufficient strength to carry its own weight plus applied construction loads. 5. Templates shall be used to set anchor bolts securely and accurately. Contractor shall drill no footings nor erect any forms until pre-engineered steel building anchor bolt setting plan is approved. Footings and forams must match pre-engineered steel building plans. 6. Provide concrete control joints at maximum 30 feet on center each direction. Joints shall be sawcut, or removable strip type. Contractor shall locate in field if not specifically located on plans. 7. Concrete placement shall be accomplished by direct chute from the mixer truck, crane and bucket, or by pumping to its final point of deposit. Concrete shall not be drug by hand more than 5 feet. 8. Void forms shall be corrugated paper material specifically manufactured to provide temporary support of concrete during construction and to create a permanent void. Provide trapezoidal void forms for the bottom of grade beams, rectangular void forms for slabs. Slab void forms shall be capable of supporting 1000 pounds per square foot for slabs less than 11" thick, 1,500 pounds per square foot for slab thickness of 12" to 17". Cover slab void forms with Y4" thick coverboard product manufactured and provided by the void form manufacturer. Design Loads 1. The foundation has been designed according to the requirements of the International Building Code. Design Wind Speed = 120 mph 3 second gust. Importance Factor 1.15, Exposure B, Low Rise/Enclosed Earthquake Seismic Constants - Seismic Category A Seismic Use Group IV, Importance Factor 1.5 2. The foundation has been designed for the following live loads: Roof = 20 psf, Residential Areas = 50 psf Office and Corridors = 80 psf, Attic Areas = 10 psf Storage and Mechanical = 125 psf Apparatus Bay = 250 psf uniform load or 32 Kip axle load Stairs and Exits = 100 psf uniform or 300 Lbs on an area of 4 sq. in. Handrails and Guardrails = 50 plf uniform or 200 lb concentrated - either in any direction 3. Footing design is based upon an allowable bearing capacity of 6500 psf for dead plus sustained live loads, and 9,700 psf for total loads. �ry m tr G L_ t- cn w W Z 0 WLO W _Z U W 0_ � rn Q. rn w Z �o Cr Q U Z cn W >< 0, 0 W m Z Q n Q*.O U) O �,i-11 W a n, U 00 Q5�0 jI Z O Q cn - I W W N LL U cn ~ � = U o o JWH� � W m F N J, O 0` O U ON X z n � O O Q (-D Q U� J O � W W W O U U Z Z N o Q f� rn C- o n U u O .- Z ry N 0 o m O m ❑ m o U Z U `-'Lli<c a w O 0 Q 0 0' 0 _ U Elf IL LL Si'l Structural Masonry 38'-6" (+/-) A.F.F. AT GRID K 33'-4" (+/-) A.F.F. AT GRID F 1. Design and construction shall conform to the specifications of VERIFY W/ ARCHITECTURAL TOP OF WALL SLOPES "Building Code Requirements For Concrete Structures", ACI 531. F 2. All reinforcing and solid grouted sections shall be continuous 29'-2" (+/-) A F.F. AT GRID F r » 26 -0 + A.F.F. AT GRID E _ at pilaster and bond beam intersections. (/-) 2 SLOPING, CONT. CMU TOP OF WALL SLOP ES ARCHITECTURAL BON D BEAM COURSES 3. All anchors and attachments shall be n �'�0 all to solid routed hollow 12 CMU WALLS e g L S REINF. �S units or solid o r units only. / w 4 -5 BARS •t: ,E " „ 2 SLOPING, 4. to d e CONT. CMU All a bearing walls shall be run o g "running bond", unless 0 g . V 8 BOND BEAM COURSE S 'S specifically shown otherwise. P Y ..�:.:•:::'••''•'•:•'•''.:: '``• �'•' '��� ��� .�. n BELOW CO 12 CMU WALLS REINF. CONTINUOUS 2 COURSE BOND BEAM - - Np' 5. Provide dowels of equivalent size and spacing to match vertical i:. " W/4 #5 BARS CUT BLOCK TO ROOF SLOPE `A? SLAB FORM INSTALLATION wall reinforcing.Length shall provide minimum compression R lap splice and compression embedment length. Minimum length (AT END OF SLAB ONLY) of dowels shall be 3'-6". BELOW CONTINUOUS *' 2 COURSE BOND BEAM - 6. Reinforce walls with horizontal wall reinforcing consisting of CUT BLOCK TO ROOF SLOPE z Q TAPE SEAM PADS TO truss type galvanized No. 9 wire meeting ASTM AiiB Class I. � m YP g g � o HOLD IN PLACE Joints shall he reinforced every third course, in the first and "•,"• .- �-,.,_ � TYP t: 0 last two courses and i eve course � n r u above and below openings. s. (TYP) 0 nin r Y P g i O + r All horizontalwall truss type reinforcing shall be welded to 0 YP g ld d the m to steel column framin in the line oft e 0 h wall. 0 g � c� z 3 r n Z FACTORY FINISHED O - - M 7 1 4 A.F.F. m o_ GLUED END CAPS \ Concrete block units shall be routed so lid using a 5 sack 0 g g J z r — 3000 psi ea ravel mix where shown on the drawings. N W 12 CMU WALLS REINF. AT STOP POINTS ........................... .•::.... . P P g g 26 -10 A.F.F. E . F n W 6 BARS VE RT. 24 O.C. ......... . ........... ................ .•:.:.::.:•:•:.:::::::: : .......................... 8. Unless noted otherwise refer to architectural for all CMU wall r c WITH BLOC K CELLS GROUTED R �O control jointing e L7 r 1 n in details and locations. O ] g SO LID AT VERT. REINF. ST L BEAM FORM INSTALLATION STEEL MASONRY LINTEL SCHEDULE m m 14 (RECTANGULAR SHOWN, z F SAME FOR TRAPEZOIDAL) STEEL ANGLE SIZE MAX. CLR. SPAN ,g z m $ n m •; iV Y COVER BOARD 2-L3 1/2x3 1/2x1/4' UP 1 ❑ 4'-0' z "' =``� ` 0 0� M1; W 3 N�VO. m � �% Q 2-L4x3 1/2x3/8' (LLV) 4'-0' - 6'-0' �il o o � w y o LLI N o 3 ;, U') V\ w 2-L5x3 1/2x3/8' (LLV) 6'-0' - 8'-0' O z , .. v w 0 w 00 o: - w 2-L6x3 1/2x3/8' (LLV) 8'-0' - 10'-0"F- N < SLAB VOID 0 2-PL8x3 1/2x3/8' (LLV) 10'-0' - 12,-0, 12" CMU WALLS REINF. ~� w BENT PLATE U) FORMS w -:r W/ #6 BARS VERT. @ 24" O.C. = , . ". o "' WITH BLOCK CELLS GROUTED STRUCTURAL STEEL ANGLES, REF. SCHEDULE FOR SIZE/SPAN. _ COLD JOINT " . SOLID AT VERT. REINF. STL. ;• IN CONC. � COVER WITH 1fi" BENT PLATE TACK WELDED TO ANGLES. '' w 14'-0" A.F.F. 14'-0" A.F.F. o REINF. & GROUT 3 (MIN.) CELLS " TRAPEZOIDAL EA. SIDE OF OPNG. " 0 VOID 12 CMU, RUNNING BONDrn N N FORMS REINF. CELLS WITH m a m #6 BARS VERT., TYP. , ` o LO LO r, 1 ;• a m m, - r 6( , c � N o 2 " " REINF. 3 (MIN.) CELLS WITH o ? o z 2 °- UJ #6 BARS VERT. & GROUT SOLID emLO s' W 12" CMU, RUNNING BOND Cr BEAM WIDTH TYPICAL SPECIFIED TYPICAL SPECIFIED o REF. SCHEDULE PLAN — CORNER HORIZ. JOINT REINF ,',j: J"':. HORIZ. JOINT REINF' PLAN — LINTEL BEARING — — ;a' V01 D FORM DETAILS LO 4 W W coL? LEGEND SLAB & VOID THICKNESS PLAN TYPICAL CMU DETAILS " >".' v1 12" CMU WALLS REINF. IL MARK DESCRIPTION " ' W/ #6 BARS VERT. @ 24" O.C. z U) �O PLAN ' ��" :- 12" CMU WALLS REINF. i' ' '" WITH BLOCK CELLS GROUTED W Z ?' Q NORTH W/ #6 BARS VERT. @ 24 O.C. O LL X n ti, LL SOLID AT VERT. REINF. STL. U (/) L- W WITH BLOCK CELLS GROUTED z F- I- O + 1/4" C OVER BOARD 5 CORNER BARS N SOLID AT VERT. REINF. STL. F- W W o Z LINTEL SCHEDULE t J W 0 o Z X 4" VOID FORMS I I #5 CORNER BARS N I OP & BOTTOM TOP &BOTTOM � � O t' M � N !— W LL-1 I I (TYP. ALL BM. INT.) DEPTH MAX, SPAN BARS EA. FACE ' � ;` � ',•4 °�:.,-° z U W � CO (TYP. ALL BM. INT.) C: a TOP & BOTTOM � `` ' BARS EACH FACE 6 BARS x 2'-6" @ 24" O.C. 6 BARS x 2'-6" @ 24" O.C. UOf `� ry 8 UP T❑ 3 -6 1 - #4 # " tip, # " p Q -ry SCHEDULED BM. STL. - (REF. SCHEDULE) ' y�: "•': DRILL &EPDXY 6 DEEP INTO SLAB >'' DRILL &EPDXY 6 DEEP INTO SLAB W W N OR 8" SLAB — 16' 3'-6' - 5'-9' 2 #4 = o W � >< + 1 /4" COVER BOARD (�' . U 8" VOID FORMS 24' 5'-9' - 7'-6' 3 - #4 14: " ,. BARS EACH FACE ' . I N O p� LJ�n— r M U : a.a.� (REF. SCHEDULE) O ry Cn U 32 7 -6 - 9 -0 4 - #4 MINIMUM WALL REINFORCING — — — — — — : ' • MINIMUM WALL REINFORCING SLAB THICKNESS VARIES 40' 9'-0' - 10'-0' 5 - #4 CONCRETE FILL (SEE SPECIFIC DETAILS FOR ADDITIONAL REQUIREMENTS) (SEE SPECIFIC DETAILS FOR ADDITIONAL REQUIREMENTS) + 1/4" COVER BOARD X 6" VOID FORMS NOTE: UNLESS DETAILED OTHERWISE, 48' 10'-0' - 11'-0' 6 - #4� ±-.. CMU WALL REINFORCING CMU WALL REINFORCING I - ALL BEAM CORNERS AND INTERSECTIONS 12 13 REQUIRE BENT DOWEL CORNER BARS 56' 11'-0' - 12'-0' 7 - #4 8" CMU LINTEL BEAM ON COL. LINE 14, BETWEEN E & F ON COL. LINE 14, BETWEEN F Se K ^ TOP AND BOTTOM, AS SHOWN THIS DETAIL. .. t E CONTRACTOR MAY USE CMU • PLAN - SLAB & VOID THICKNESS BM. CNR.S St INTERSECTIONS CONCRETE LINTELS OR STEEL O O NOT TO SCALE 5 LINTELS AT ALL L❑CATI❑NS, TYPICAL LINTEL BEAM VERIFY W/ ARCHITECTURAL TOP OF WALL SLOPES VERIFY W/ ARCHITECTURAL TOP OF WALL HORIZONTAL I-- I- 2 - CONT. CMU BOND 2 - SLOPING, CONT. CMU -'. BEAM COURSES E— (— ALT . CMU BOND BEAM : •`.:. ;.: ° BOND BEAM COURSES '::. 12" CMU WALLS REINF. U Y" SAW -CUT TOP EDGE I 0 r ; 112" CMU # WALLS REINF. t W/4 - #5 BARS INSTALL VAPOR BARRIER OVER SLAB CARTON FORMS 5 INSTALL VAPOR BARRIER IN TRENCHES PRIOR TO PLACING CONCRETE FOR SLABS. FOLLOW W FIN. FIR. ELEV. PRIOR TO PLACING CONCRETE FOR GRADE BEAMS A INSTRUCTIONS FOR ALL SEAMS & PENETRATIONS. y SCHEDULED BM. STL BELOW CONTINUOUS 2 COURSE BONELOW 'DUOUS BEAM� PROVIDE OVERAGE AT TRENCH EDGES FOR _— , , — W SEAMS AT SLAB VOID FORMS. FOLLOW MFG.'S _ _ _ _ _ _ _ COURSE BOND BEAM - CUT BLOCK TO WALL HEIGHT INSTRUCTIONS FOR ALL SEAMS & PENETRATIONS. y " ' CUT BLOCK TO ROOF SLOPE z TYPICAL SPECIFIED ``' HORIZ JOINT REINF 0 } HORIZ. JOINT REINF r A/F CD � ' I-► I=1 i •. .Q �AA W ..� U ° SLAB VOID FORMS -, ,— — - — — — — — ( o;3 12" CMU WALLS REINF. ,';,-:= j _ LAP PREVIOUSLY PLACED _ a AND PROTECTION iBD. I I (;III= d VAPOR BARRIER OVER 'III I I (—III- W/ #6 BARS VERT. @ 24" O.C. 12" CMU WALLS REINF. SLAB REINF. CONTINUOUS o I I_I I I —I -III—III—I SLAB CARTON FORMS. THROUGH JOINT I = ! (I - I I` -I ( " n `` WITH BLOCK CELLS GROUTED n I Z W/ #6 BARS VERT. @ 24 O.C. _ a 4 -_ a FORM SEAMS TO VAPOR #5 Z BARS TOP &BOTTOM SOLID AT VERT. REINF. STL WITH BLOCK CELLS GROUTED PREVIOUSLY CAPPED -I I !`III- .' 4 � 3'-0" x "L" x 3'-0" ,. SOLID AT VERT. REINF. STL. VOID FORM d BARRIER UNDER SLAB W :; `. ^ ,T _ I—� � ' _ TO FOR CONTINUOUS TYP. SLAB CONTROL J01 NT • 4' PREVIOUSLY PLACED - w Q INSTALLATION. 3'-0' • " " TYPICAL TRENCH SIDE I- VAPOR BARRIER, ... �- REF. PLAN FOR LOCATIONS R ` ' >'': #6 BARS x 2'-6" @ 24" O.C. `.: =, #6 BARS x 2 6 @ 24 O.C. SCHEDULED BM. STL. " OF EARTH FORMED ° '' _) (I- CONTINUOUS _I ((_ i NOTED CJ 3-o r DRILL & EPDXY 6 DEEP INTO SLAB GRADE BEAMS � � " DRILL &EPDXY 6 DEEP INTO SLAB =11I I . III III • 111- ' '- ' ' =1 I I , , I -III #3 STIRRUPS AT 10" O.C. I I VAPOR BARRIER DETAIL 2'-0" MINIMUM WALL REINFORCING MINIMUM WALL REINFORCING 2-0r 2-0' ADD 2 - #6 BARS L ADD 4 - #6 BARS E 2-0r (SEE SPECIFIC DETAILS FOR ADDITIONAL REQUIREMENTS) (SEE SPECIFIC DETAILS FOR ADDITIONAL REQUIREMENTS) (3'-5"x(BM. DEPTH-610 -5' (3'-5" x (BM. DEPTH-6") x 3'-5") #5 CORNER BARS #5 CORNER BARS TOP & eoTfoM TOP & BOTTOM BM. OFFSET CORNER CMU WALL REINFORCING 15 CMU WALL REINFORCING (TYP. ALL BEAM ANT.) I I���­7N z SLEEVE BEAM WITH PIPE MIN. ONE SIZE � _ _ _ COL. LINE 21 & 21.5 ON COL. LINE E.5 & 1.2 LARGER THAN INSTALLED LINE. WRAP LINE WITH ' REF. PLANS SUITABLE SERVICE COMPRESSIBLE FILLER. — W _I COORDINATE INSTALLATION W/ MEP REQUIREMENTS. ONLY MIDDLE THIRD OF — I ( ( I I EQ. EQ. Q BEAM FOR PENETRATIONS � I ADD 3 - #6 BARS E ra ..'-- -{- —) —�• • • • • • d r n r I-- O • I I I I i o (2 -2 x(BM. DEPTH-61 -2n) I ( I (( II( II I I ' I 'I I 'I (I iIiI jIi) BRICK LEDGE ALL AROUND ROUND �S 9 BEAM HORIZ. REINF. REF. ARCHITECTURAL W Q OREF. SCHEDULE, TYPICAL 0 T. Z N 3 - #4 U-BARS EXPO=W II IEA. WAY CC 'Ll LINE OF FINISH FLOOR N N _- �.- a m Q �'j `,' -I. ;I -I I—� i� --,; IIIIII- II• - ,I•II_-I I i�-I__I _— Il I1I1--I I I;E, II _1II 1II-1 i� , • -N I IIlIII—i1 llI I m LLJ X. 3: 0A 4 ,o CONTINUOUS VA2POR _ I_ 0 U oBARRIER =Q #3 TIES EQ SPACED 2,_$„ EI(_iII; IF 1,-„ 6n TRAPEZOIDAL VOID FORMS BEAM BLOCKOUT TYP. PIER & REINF. (SEAL OPEN ENDS) 8 o REFER TO SCHEDULE GRADE BEAM - PENETRATIONS EXTEND PIER STEEL �.,00 3 INTO CAP S1,2 BM. CORNER BLOCKOUT THIS DETAIL APPLICABLE TO LOCATIONS 7 � PRE -APPROVED BY THE ENGINEER, ONLY EXTERIOR PIER CAP�� LINE OF FINISH FLOOR 4, ORIGINAL GROUND ELEVATION SEE SITE SURVEY - — M AT GRADE BEAMS PLACE 2 - #6 DOWELS x 3'-6" AT PIER CAPS EXTEND VERT. PIER REINFORCING (REF. 11&12/S2.10) TIES (REF. SCHED.) VERTICAL STEEL (REF. SCHED.) PIER REINF❑RCING DIA, VERT, REINF, TIES 12' 3-#5 #3's@16'0 14' 4-#5 #3's@16'0 16' 4-#6 #3's@12'0 18' 5 - #6 #31s @ 12' 20' 6 - #6 #4's @ 16' O 24' 8-#6 #4's@16'0 30' 10 - #7 #4's @ 12' O 36' 12 - #8 #4's @ 12" O I MUST BE CLEAN-CUT ZEE OF LOOSE MATERIAL BELL DIAMETER REF. PLAN �-� TVPIrAI PIPD Drilled and Under -Reamed Pier Placement Notes 1. All drilled pier construction shall be done in accordance with the "Specification for the Construction of Drilled Piers, ACI 336.1-01" published by the American Concrete Institute. Pier placement shall be accomplished by the "Dry Method". 2. Refer to the project geotechnical engineering report prepared by Terracon Consultants, Inc. titled "Geotechnical Engineering Report, Fire Station No. 6, College Station, Texas", Terracon Project No. A1105030, July 27, 2010 for all subsurface conditions and additional construction requirements. 3. The project geotechnical engineer must be on -site continuously to observe and verify all pier construction. All footings shall be drilled to the proper depths and proper end bearing strata as determined by the geotechnical engineer. 4. Ground water was not observed within 20 feet of the ground surface at the time the exploratory soil borings were made in June 2010. 5. Drilled footings shall be constructed utilizing machine drilling equipment suitably configured for the expected soil and water conditions. Refer to the project geotechnical report for information on the soil conditions. Shafts shall be to the dimensions and depths shown on the plans, and drilled vertically to a tolerance of 1" in 10'. 6. No excavations for drilled footings will be allowed to remain incomplete of concrete and reinforcing at the conclusion of the construction operations for the day in which they are drilled. 7. All footing excavations shall be cleaned of loose material and debris before placing the reinforcing steel cage. The pier excavations shall receive the approval of the geotechnical engineer before the placement of reinforcing steel and concrete. 8. All pier concrete shall be normal weight (sand and gravel aggregate) with a minimum 28 day compressive strength of 3,000 psi. Concrete mix shall contain a minimum 325 pounds of cement per cubic yard plus fly ash (15% max. by weight), or 420 pounds of cement per cubic yard and no fly ash. The concrete slump shall be between 5" to 7"for piers placed by the "Dry Method". Do not use air entrainment admixture in pier concrete. " COVER CARTON FORMS W/ CONTINUOUS �a 6 LAYER OF 10 mil. POLY & 1/4" 3 #3 BENT DOWELS COVERBOARD, TYP. AT FLR. SLABS. � (12"x24", LLV) REF. S1.3 FOR SLAB REINF. 00 0 AT 16 O.C. REF. PLAN FOR FIN. FLR. ELEV.S COLD JOINT, TYPICAL W —I�—! { I —I • • • �I I I I { I I —I ((— N Y (n J N -1 I �� ;III—i I I=1 I I—i UJ LIJ ~ v REF. SCHED. LLJ S („ III —I (I. _ FOR BM. REINF. o E W W ' �111111rY1i11i11i o = W " o •� COLD JOINT 6" TRAPEZOIDAL VOID FORMS TOP OF DRILLED PIER (SEAL OPEN ENDI I IS) UNLESS APPROVED BY ENGINEER, BEAM WIDTH ! 1= RUN ALL MEP LINES, CONDUITS, DUCTS, ETC. (- REF. SCHEDULE �I I BELOW BOTTOM OF BEAMS AND VOID FORMS. EXCAVATE GRADE BEAMS, PLACE CARTON I I ILL 111= I i I I (I FORMS, THEN CAP CARTON FORMS WITH 2" LEAN CONCRETE MIX 4-SACK, 2000 PSI). )IC8" CL PIERS SECTION - GRADE BEAM L CW, U 6" � Z W Z w z 3 CoC3 00 Co � yf COLD JOINT!: r • 1.=i i ICI 11=1 I I 1— I I ICI —III REF. SCHED. FOR BEAM REINF. I —I i -►II11IIii��l-{11= �11111 I I I I BEAM WIDTH ! I= REF. SCHEDULE -1 I =IIIIiIIi! !Ilfll' Ill�a II III- 8" CL PIERS W 1/2" EXP. JNT. MATERIAL & SEALANT AT TOP EDGE COVER CARTON FORMS W/ CONTINUOUS CONTINUOUS BETWEEN PORCH AND BUILDING N LAYER OF 10 mil. POLY & 1/4" Y o COVERBOARD, TYP. AT FLR. SLABS. #4x24" SMOOTH DOWELS COORDINATE DROPS AND SLOPES AT PORCHES COLUMN BEYOND, U us AT 16" O.C. WITH ARCHITECTURAL. SLOPE SURFACES SET IN TYP. LEAVE -OUT win REF. SLAB SECTIONS FOR SLAB REINF. PER TDLR/TAAS REQUIREMENTS 1r/11 �REF. PLANo cn FOR FIN. FLR. ELEV.S o 55 /V7A in NI� • �I I I; � • • • -1 I 1-1 I I-1 I I; ; I -='III''' • • • • WEn N N REF. SCHED. jE o BLOCKOUT CORNERS AT A�- '( #3 BENT DOWELS (12"x24", LLV) W t- FOR BM. REINF. _ BOLTS FOR 3" CONC COVER I d�' AT 16" O.C. TYPICAL 12" CMU WALLS REINF. °� o (n I I II— W/ #6 BARS VERT. @ 24" O.C. "' o ' ' ' ' ' ' ' (- i #3 BENT DOWELS (12"x24", LLV) WITH BLOCK CELLS GROUTED o > AT 16" O.C. REF. SCHED. FOR BM. REINF. SOLID AT VERT. REINF. STL. °' ADDITIONAL REINF. AT BLOCKOUT _ #6 BARS x 2'-6" @ 24 O.C. COLD JOINT DRILL &EPDXY 6" DEEP INTO SLAB TOP OF DRILLED PIER ( I I TOP OF DRILLED PIER ' i I I (! 1 _ rr #3 BENT DOWELS COVER CARTON FORMS W/ CONTINUOUS - LAYER OF 10 mil. POLY & 1/4" (12"x24", LLV) COVERBOARD, TYP. AT FLR. SLABS. AT 16" O.C. REF. S1.3 FOR SLAB REINF. dk REF. PLAN d- FOR FIN. FLR. ELEV.S COLD JOINT, TYPICALNN w ��•ili-III-=-III_= _ = III ii1='_I I I —I I ICI 11 i t I- .... ' i t I I _ N�_ -1 _► _III- N� YN o z c-' U _ —III—III—III---I REF. SCHED. M `n F_ = N _ _ _ _ 1-III--III--) FOR BM. REINF. , m ' �= W o N ►-r r Y 11 i— j-III-III—I i w = - o2 a W z p > M M m COLD JOINT 6" TRAPEZOIDAL VOID FORMS -! I I -I TOP OF DRILLED PIER (SEAL OPEN ENDS) UNLESS APPROVED BY ENGINEER, BEAM WIDTH ! 1= RUN ALL MEP LINES, CONDUITS, DUCTS, ETC. REF. SCHEDULE -=1 I BELOW BOTTOM OF BEAMS AND VOID FORMS. EXCAVATE GRADE BEAMS, PLACE CARTON Y 1 FORMS, THEN CAP CARTON FORMS WITH 2" 8" CL PIERS LEAN CONCRETE MIX 4-SACK, 2000 PSI). SECTION - GRADE BEAM O COVER CARTON FORMS W/ CONTINUOUS LAYER OF 10 mil. POLY & 1/4" #3 BENT DOWELS COVERBOARD, TYP. AT FLR. SLABS. (12"1 LLV) AT 16" O.C. ALTERNATE HORIZ. LEG DIRECTION REF. S1.3 FOR SLAB REINF. N\IVW_;1 _ _ • • • • I I I I I I I ( I— p z in U W M REF. SCHED. 00 LIJ UJ FOR BM. REINF. W N ,i I —Ij o w II I,IIU !I�►Ii, rYII11II,� o =) I > > W _ i •� COLD JOINT 6" TRAPEZOIDAL VOID FORMS TOP OF DRILLED PIER (SEAL OPEN ENDS) �I —I I UNLESS APPROVED BY ENGINEER, VV J BEAM WIDTH ! 1- RUN ALL MEP LINES, CONDUITS, DUCTS, ETC. REF. SCHEDULE _I I BELOW BOTTOM OF BEAMS AND VOID FORMS. EXCAVATE GRADE BEAMS, PLACE CARTON FORMS, THEN CAP CARTON FORMS WITH 2" 8" CL PIERS LEAN CONCRETE MIX 4-SACK, 2000 PSI). SECTION - GRADE BEAM TYP. STRUCTURAL STEEL COLUMN, REF. FRAMING PLANS FOR LOCATIONS _ STEEL COL. BASE PL'S RECESSED IN LEAVE -OUTS. GROUT SOLID AFTER STEEL ERECTION REF. S1.11 FOR SLAB REINF. _ REF. PLAN FOR FIN. FLR. ELEV.S VW - _ �. :>En III LU N —III o ,- Y o ~ v (Ln 0 W m s 1. Q N oc TYP. BLOCKOUT o w = AT COLUMNS W o ADDITIONAL - REINF. AT BLOCKOUT m UNLESS APPROVED BY ENGINEER, RUN ALL MEP LINES, CONDUITS, DUCTS, ETC. BELOW BOTTOM OF BEAMS AND VOID FORMS. EXCAVATE GRADE BEAMS, PLACE CARTON FORMS, THEN CAP CARTON FORMS WITH 2" LEAN CONCRETE MIX 4-SACK, 2000 PSI). ADD 3 - #6 BARS L (2'-0"x(BM. DEPTH-6")x2'-0") I � of 1'-0" i #4 BAR TOP & BOTTOM 2'-0' ADD 4 - #6 BARS #5 CORNER BARS /- (1'-10"x(BM. DEPTH-6")x1'-10") TOP & BOTTOM/ FOR FIN. FLR. ELEV.S _ I I —III- Ili-1 i l- -) I BEAM WIDTH TYP. BLOCKOUT - I - BEAM WIDTH REF. SCHEDULE -! BEYOND, AT COLUMNS — I i I (I I- REF. SCHEDULE - _ - Y —III=1!I !!►_ �II�II�IY�,,I—II�YI�,III 1111,1 I Y=lil—III—I!I- 11 8" CL PIERS 8" CL PIERS SECTION -PORCH 9 COVER CARTON FORMS W/ CONTINUOUS SLAB REINFORCING STEEL (TOP & LAYER OF 10 mil. POLY & 1/4" BOTTOM) BREAKS AT TRENCH DRAINS TRENCH DRAIN, REF. MEP COVERBOARD, TYP. AT FLR. SLABS. REF. S1.3 FOR SLAB REINF. SLOPE TO DRAIN SLOPE TO DRAIN REF. PLAN FOR FIN. FLR. ELEV.S Ln W '- 1ILLLV) o�zIIIIIII I Z N C4 7`\-7I` LF �� � w#3 BENT DOWELS (12"x24REF. SCHED. W S v N AT 16 O.C. ALTERNATE FOR BM. REINF. o V) W HORIZ. LEG DIRECTION ! i I -, , �- , ,-, , I-- R w W -III I i--_III-III-I I o � _ TRENCH DRAINS REQUIRE LLI UP TO 4" DRAIN PIPING. 14 DO NOT CUT REINFORCING TO PLACE PLUMBING. m . . COLD JOINT " TOP OF DRILLED PIER REF. ARCH. PLANS ,,, 6 TRAPEZOIDAL VOID FORMS COVER CARTON FORMS W/ CONTINUOUS CD - AND O.H. DOOR DWG.S a o (SEAL OPEN ENDS) LAYER OF 10 mil. POLY & 1/4" °o o� COVERBOARD, TYP. AT FLR. SLABS. DROP &SLOPE _ > I (1=1 I ! _ UNLESS APPROVED BY ENGINEER, REF. S1.3 FOR SLAB REINF.. \N AT EXTERIOR �� (_ I I !� I BEAM WIDTH I- RUN ALL MEP LINES, , CONDUITS DUCTS ETC. OF O.H. DOOR ¢ - REF. SCHEDULE =1 I BELOW BOTTOM OF BEAMS AND VOID FORMS. REF. PLAN _ EXP. MATERIAL & SEALANT _-! ! !�! ((--! ! !_ I -_ EXCAVATE GRADE BEAMS, PLACE CARTON FOR FIN. FLR. ELEV.S ____III - a Q I !- --) (1- I I (= t FORMS, THEN CAP CARTON FORMS WITH 2" 8" CL PIERS LEAN CONCRETE MIX 4-SACK, 2000 PSI). SECTION -GRADE BEAM ~III- II W II I IORPAVING EXTERIOR E X CIVIL1 = NW win :Z � I I I -I - AT DOOR OPENINGS ADD COVER CARTON FORMS W/ CONTINUOUS Ln v Ln z -7 #3 BENT DOWELS (12"x24", LLV) #4 DOWELS x 3'-0" 0 12" O.C. LAYER OF 10 mil. POLY & 1/4" W � "' AT 16" O.C. _ COVERBOARD, TYP. AT FLR. SLABS. N v I I , 1 111 , , , I , REF. SCHED. FOR BM. REINF. REF. SLAB SECTIONS FOR SLAB REINF. o `` W 1 1I 1 lI REF. PLAN -III I -I I I -FOR FIN. FLR. ELEV.S m COLD JOINT TOP OF DRILLED PIER •_ - 6" TRAPEZOIDAL VOID FORMS '�-- _•_ _ _•_ (SEAL OPEN ENDS) ^ '- UNLESS APPROVED BY ENGINEER, RUN ALL MEP LINES, CONDUITS, DUCTS, ETC. BELOW BOTTOM OF BEAMS AND VOID FORMS. EXCAVATE GRADE BEAMS, PLACE CARTON FORMS, THEN CAP CARTON FORMS WITH 2" LEAN CONCRETE MIX 4-SACK, 2000 PSI). 1/2" EXP. JNT. MATERIAL & SEALANT AT TOP EDGE CONTINUOUS BETWEEN PORCH AND BUILDING #424" SMOOTH DOWELS AT 16" Q.C. -� — - -I ! ! I v BEAM WIDTH N o(- 1- REF. SCHEDULE - W W (n = o U U � LL: REF. SCHED. W F- v FOR BM. REINF. - � m = o(n IIi Yr, 11— N w w I I —I I i IT - I I —I " LZ A o C - #3 BENT DOWELS (12" x24 , LLV) 8" CL PIERS o AT 16" O.C. REF. PLAN FOR FIN. FLR. ELEV.S SECTION - GRADE BEAM COLD JOINT 17-771 - COVER CARTON FORMS W/ CONTINUOUS LAYER OF 10 mil. POLY & 1/4" AT DOOR OPENINGS - WARP COVERBOARD, TYP. AT FLR. SLABS. CONC. UP TO FLUSH W/ FIN.FLR. REF. S1.3 FOR SLAB REINF. 1/2-EXP. JOINT MATERIAL SLOPE PER ADA REQUIREMENTS AND SEALANT W REF. PLAN FOR FIN. FLR. ELEV.S r e C d .Q 1 W II —I) -111- >� rw ER N -1i1 I (I —I I I-, I— _III EXTERIOR PAVING o z in oIII - REF. CIVIL _ LIJ ,Z N AT DOOR OPENINGS ADD "' m v o W #3 BENT DOWELS (12"x24", LLV) - #4 DOWELS x 3'-0" ®12" O.C. UJ can AT 16" Q.C. o 1 1REF. SCHED. FOR BM. REINF. Qw j 11 I Ii I IY , I - —I LLJ I (_I (II- m _ COLD JOINT TOP OF DRILLED PIER 6" TRAPEZOIDAL VOID FORMS --- (SEAL OPEN ENDS) UNLESS APPROVED BY ENGINEER, RUN ALL MEP LINES, CONDUITS, DUCTS, ETC. BELOW BOTTOM OF BEAMS AND VOID FORMS. EXCAVATE GRADE BEAMS, PLACE CARTON FORMS, THEN CAP CARTON FORMS WITH 2" LEAN CONCRETE MIX 4-SACK, 2000 PSI). SECTION - GRADE BEAM II— Fl III III_III� =1 ( BEAM WIDTH -! 11- REF. SCHEDULE - ;YIII 1III!I11I 8" CL PIERS PIER UNLESS APPROVED BY ENGINEER, RUN ALL MEP LINES, CONDUITS, DUCTS, ETC. BELOW BOTTOM OF BEAMS AND VOID FORMS. EXCAVATE GRADE BEAMS, PLACE CARTON FORMS, THEN CAP CARTON FORMS WITH 2" LEAN CONCRETE MIX 4-SACK, 2000 PSI). I (_ =1 ! BEAM WIDTH 11- REF. SCHEDULE Ti III BEAM AT BUILD -OUT 8" CL PIERS J #424" SMOOTH DOWELS AT 16" O.C. COVER CARTON FORMS W/ CONTINUOUS 1 2" EXP. JNT. MATERIAL &SEALANT AT TOP LAYER OF 10 mil. POLY & 1/4" / COVERBOARD, TYP. AT FLR. SLABS. EDGE CONTINUOUS BETWEEN SLABS #3 BENT DOWELS (12x24", LLV) REF. SLAB SECTIONS FOR REINF. AT 16" O.C. (NOTE -REINF. BREAKS AT J0 d -IN Ln UJ N Y W —III III —I I =111 _III- -i I w = W W I —III- _ REF. SCHED. W FOR BM. REINF. LnUJ W W I { _ —I I /---- COLD JOINT TRAPEZOIDAL VOID FORMS TOP OF DRILLED PIER (SEAL OPEN ENDS) -III II�) i UNLESS APPROVED BY ENGINEER, BEAM WIDTH ! 1= RUN ALL MEP LINES, CONDUITS, DUCTS, ETC. REF. SCHEDULE ' BELOW I I ID FO EXCAVAEOTTOM GRADEOBEAMS,SPA�ND VOCE ARTONRMS. Y I FORMS, THEN CAP CARTON FORMS WITH 2" I I- 8" CL PIERS- LEAN CONCRETE MIX 4-SACK, 2000 PSI). SECTION - GRADE BEAM rl 2 FOR FIN. FLR. ELF4S w IZ � ZZ 10CLI K a w m o I; W �� W 00 to € 0a I- t� >- O� M W z O) �O Co U)r. �' 0% O Z F- LL W LL_ Iz 0 UJ m Z � n(>OQ �W ! z OU � w'- I= Q Q =) W O Iz W�WN LL f_= U C> w�xf � J 00 1- I `\' O rn I m O U� Iz ON X Z 0 0 Q Q (J� ry Li 0 U J u Q a N O LJJ ai a >, II n U O n z r N0 M im 0 m 0 m �z � Q w 0 O 0- 0 o o v CK, U_ S1.3 B #4 BARS @ 20" O.C. m N (PLAN NORTH -SOUTH) 11 CONT. TOP REINFORCING 00 AT B" THICK SLAB #3 BARS @ 22" O.C. v 0 m OL (PLAN NORTH -SOUTH) o o > ry; v CONT. BOTTOM REINFORCING 1� " AT 8" THICK SLAB C ADD #6 BARS x 13'-4" @ 24" O.C. TOP REINFORCING (PLAN EAST -WEST) #5 BARS x 40'-0" a ¢ @ 24" O.C. ¢ u, m BOTTOM REINFORCING m (PLAN EAST -WEST) \ o o �- m In F G H ADD #6 BARS x 13'-4" #4 BARS @ 20" O.C. @ 24" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING CONT. TOP REINFORCING (PLAN EAST -WEST) AT 8" THICK SLAB D E #6 BARS x 40'-0" ADD #6 BARS x 13'-4" #6 BARS x 40'-0" @ 24" O.C. @ 24" O.C. @ 24" O.C. TOP REINFORCING TOP REINFORCING TOP REINFORCING (PLAN EAST -WEST) (PLAN EAST -WEST) (PLAN EAST -WEST) °O #6 BARS x 40'-0" LAP 48 " @ 24" O.C. BOTTOM REINFORCING o o (PLAN EAST -WEST) m o v SLAB IA REINFORCING SECTION NOT TO SCALE J K #8 BARS x 40'-0" #7 BARS x 40'-0" @ 12" O.C. @ 24" O.C. m TOP REINFORCING TOP REINFORCING F ADD #6 BARS x 13'-4" @ 24" O.C. TOP REINFORCING (PLAN EAST -WEST) T #4 BARS @ 20" O.C. (PLAN NORTH -SOUTH) C-- CONT. TOP REINFORCING • (• O • f- 9� T . • #6 BARS x 40'-0" S �r S �� SS �r • T� T �� ADD #6 BARS x 20'-0" LAP 48" @ 24" O.C. BOTTOM REINFORCING = m � m U ¢ " BOTTOMREINFORCINGLAP 48" " 4 BARS @ 22 O.C. (PLAN EAST -WEST) > o 0° R cv a (PLAN EAST -WEST) o » o #4 BARS @ 22 O.C. m (PLAN NORTH -SOUTH) C„ � � � o `` (PLAN NORTH -SOUTH) CONT. BOTTOM REINFORCING `- m Lo I o CONT. BOTTOM REINFORCING AT 8" THICK SLAB ' AT 8" THICK SLAB SLAB IB REINFORCING SECTION M #4 BARS @ 20" O.C. (PLAN NORTH -SOUTH) CONT. TOP REINFORCING AT 8" THICK SLAB - �- U - u (: N ADD #7 BARS x 13'-4" @ 24" O.C. TOP REINFORCING (PLAN EAST -WEST) #4 BARS @ 22" O.C. (PLAN NORTH -SOUTH) CONT. BOTTOM REINFORCING AT 8" THICK SLAB #5 BARS x 40'-0" @ 24" O.C. BOTTOM REINFORCING (PLAN EAST -WEST) < Q r- m SLAB IC REINFORCING SECTION NOT TO SCALE B m #4 BARS @ 20" O.C. (PLAN NORTH -SOUTH) cn CONT. TOP REINFORCING m AT 8" THICK SLAB 0 m #3 BARS @ 22" O.C. Lc) o (PLAN NORTH -SOUTH) > CONT. BOTTOM REINFORCING 00 AT 8" THICK SLAB (: G ADD #6 BARS x 13'-4" #4 BARS @ 20" O.C. — @ 24" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING CONT. TOP REINFORCING (PLAN EAST -WEST) AT 8" THICK SLAB (�} • R� T • • �T M #4 BARS @ 20" O.C. (PLAN NORTH -SOUTH) CONT. TOP REINFORCING AT 8" THICK SLAB � T LAP 48" m \ O m C ADD #6 BARS x 13'-4" @ 24" O.C. TOP REINFORCING (PLAN EAST -WEST) #5 BARS x 40'-0" a Q @ 24" O.C. Q �, v m BOTTOM REINFORCINGC.5m N o (PLAN EAST-WEST)Lo m (: H NOT TO SCALE A P Q C #5 BARS x 13' " ® 24" O.C. #4 BARS @ 12" O.C. TOP REINFORCING#5 BARS @ 12" O.C. REF. ARCH AND CIVILPLEFOR PORCH (PLAN NORTH -SOUTH) -7 (PLAN EAST-WES) CONT. TOP REINFORCING SLAB DROPS AND SLOPES S CONT. TOP REINFORCING (PLAN EAST -WEST) • � #4 BARS @ 12" O.C. U, #5 BARS x 13'-4" CONT. BOTTOM REINFORCING = Q Q Q @ 24" O.C. ¢ m = m " (PLAN EAST -WEST) = C...) #4 BARS @ 16 O.C. BOTTOM REINFORCING a (PLAN EAST -WEST) R PLAN NORTH -SOUTH m CONT. BOTTOM REINFORCING SLAB 12 REINFORCING SECTION D E #6 BARS x 40'-0" ADD #6 BARS x 13'-4" #6 BARS x 40'-0" @ 24" O.C. @ 24" O.C. @ 24" O.C. :2i TOP REINFORCING ` TOP REINFORCING TOP REINFORCING "' (PLAN EAST -WEST) (PLAN EAST -WEST) (PLAN EAST -WEST) °O #6 BARS x 40'-0" » LAP 48 @ 24" O.C. BOTTOM REINFORCING o (PLAN EAST -WEST) o m O U nl A r% 11 A ..i #6 BARS x 40'-0" @ 24" O.C. LAP 48" BOTTOM REINFORCING m Q #4 BARS @ 22" O.C. (PLAN EAST -WEST) R (PLAN NORTH -SOUTH) o CONT. BOTTOM REINFORCING m �, AT 8" THICK SLAB (: P Q(: ADD #7 BARS x 13'-4" #5 BARS 10'-0" @ 24" O.C. @ 24" 0. . TOP REINFORCING TOP REINF ORCING (PLAN EAST -WEST) (PLAN EAST -WEST #5 BARS x 40'-0" #5 BARS x 10'-0" @ 24" O.C. Q @ 24" O.C. BOTTOM REINFORCING v m LAP 48 m BOTTOM REINFORCING #4 BARS @ 22 O.C. (PLAN EAST -WEST) \ G \ o (PLAN EAST -WEST) (PLAN NORTH -SOUTH) CONT. BOTTOM REINFORCING m ~ AT 8" THICK SLAB SLAB 2C REINFORCING SECTION 2 NOT TO SCALE NOT TO SCALE Y IK #8 BARS x 40'-0" #7 BARS x 40'-0" @ 12" O.C. @ 24" O.C. TOP REINFORCING TOP REINFORCING (PLAN EAST -WEST) (PLAN EAST -WEST) m ADD #6 BARS x 20'-0" @ 24" O.C. BOTTOM REINFORCING (PLAN EAST -WEST) SLAB 2B REINFORCING SECTION NOT TO SCALE rA D E #4X24" SMOOT DOWELS AT 12" O.C. F ADD #6 BARS x 13'-4" @ 24" O.C. TOP REINFORCING (PLAN EAST -WEST) M #4 BARS @ 20" O.C. (PLAN NORTH -SOUTH) CONT. TOP REINFORCING AT 8" THICK SLAB n " o LAP 48 62 m #4 BARS @ 22" O.C. (PLAN NORTH -SOUTH) o = v CONT. BOTTOM REINFORCING AT 8" THICK SLAB W #4X24" SMOOTH DOWELS c AT 12" O.C. #4 BARS @ 12" O.C. #4 BARS @ 12" O.C. REF. PLANS FOR PORCH (PLAN NORTH -SOUTH) FS CONT. TOP REINFORCING ---,,SLAB DROPS AND SLOPES CONT. TOP REINFORCING m (PLAN EAST -WEST) Z #4 BARS @ 12 O.C. cn `�' CONT. BOTTOM REINFORCING m cn ce Q a (PLAN EAST -WEST) °O C 0° #4 BARS @ 16" O.C. en R o N o (PLAN NORTH -SOUTH) o m "' ~ �m CONT. BOTTOM REINFORCING o COVER CARTON FORMS W/ CONTINUOUS LAYER OF 10 mil. POLY & 1 /4" CEMENT BD. TYPICAL @ STRUCTURAL SLABS. —7 FOR STRUCTURAL SLAB REINF. STEEL REF. SLAB SECTIONS UNLESS SHOWN OTHERWISE ON PLANS W Q 4", 8" OR 10" VOID FORMS, (REF. PLAN FOR SLAB THICKNESS) UNDER SLABS ROUTE ALL CONDUIT & OTHER BLDG. PAD MEP EQUIP. BELOW FLOOR SLAB REF. NOTES & SOIL REPORT DO NOT REDUCE THICKNESS UNLESS APPROVED BY ENGINEER. SECTION - STRUCTURAL SLAB l J LAP BARS AT SPLICES AS FOLLOWS. #3 BARS - 24" #7 BARS - 54" #4 BARS - 30 #8 BARS - 60" #5 BARS - 40" #9 BARS - 68" #6 BARS - 48" #10 BARS - 75" g cr m t nAlt; x O 0 b z r W r b CC m U) W -1 W It Z W IL ui 00 0\ o W Z .o Q�� c� U) F- u- W a',u- z W Q� 1 _ CO Z = m 0O,0Q j W OU Q Q5'o M W U)o W N W ~ _ J � W U x � 000 Ix- N JB m o O U O" m `. X z z 0. 0 Q�Q (J) O W W � 0 � W 0 U U U) s� J U Q N C� WQ o n o D U r- � m S fY N '0-� � o m O v � mcq ❑ 0 m Ld v z ~ a w S F- Q CCj W O O a U Q � 0 0 Z U tz LL SlA D E m 00 t' V)N U m z � N C) �F- •- o ^m DE #6 BARS x 20'-0" 0 24" O.C. TOP REINFORCING (PLAN EAST -WEST) #6 BARS x 20'-0" En 0 24" O.C. BOTTOM REINFORCING m LAP 9'-6" (PLAN EAST -WEST) 12 Lo Lo } ----------- #4 BARS 0 20" O.C. (PLAN NORTH -SOUTH) (PLAN REINFORCING AT 8" THICK SLAB ADD #6 BARS x 13'-4" 0 24 O.C. TOP REINFORCING (PLAN EAST -WEST) #6 BARS x 40'-0" 0 24 O.C. TOP REINFORCING (PLAN EAST -WEST) m g En oO #6 BARS x 40'-0" 0 24" O.C. o #4 BARS 0 22" O.C. BOTTOM REINFORCING o (PLAN NORTH -SOUTH) (PLAN EAST -WEST) o m CONT. BOTTOM REINFORCING o AT 8" THICK SLAB F G H ADD #6 BARS x 13'-4" #4 BARS 0 20" O.C. 0 24" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING CONT. TOP REINFORCING (PLAN EAST -WEST) AT 8" THICK SLAB #4 BARS 0 22" O.C. (PLAN NORTH -SOUTH) CONT. BOTTOM REINFORCING AT 8" THICK SLAB #6 BARS x 40'-0" 0 24" O.C. LAP 48" BOTTOM REINFORCING (PLAN EAST -WEST) K M #8 BARS x 40'-0" #7 BARS x 40'-0" 0 12" O.C. 0 24" O.C. T #4 BARS 0 20" O.C. TOP REINFORCING TOP REINFORCING En (PLAN EAST -WEST) (PLAN NORTH -SOUTH) (PLAN EAST -WEST} CONT. TOP REINFORCING 0O AT 8" THICK SLAB 1� T �� �lr • • 1� T T �r—i O • —� �T ADD #6 BARS x 20'-0" ADD #5 BARS x 10'-0" #5 BARS x 40'-0" 0 24" O.C. 0 24" O.C. " LAP 48" BOTTOM REINFORCING BOTTOM REINFORCING EINFORCING BOTTOM REINFORCING m o „ (PLAN EAST -WEST) (PLAN EAST -WEST) o m #4 BARS 0 22 O.C. (PLAN NORTH -SOUTH) (PLAN EAST -WEST) D E #6 BARS x 20'-0" �- 0 0 24 O.C. o TOP REINFORCING '- (PLAN EAST -WEST) �o #6 BARS x 20'-0" 0 24" O.C. a cn m BOTTOM REINFORCING m LAP 9'-6" N o (PLAN EAST -WEST) �, a �m Loo s f, D E NOT TO SCALE #4 BARS 0 20" O.C. (PLAN NORTH -SOUTH) CONT. TOP REINFORCING AT 8" THICK SLAB ADD #6 BARS x 13'-4" 0 24" O.C. TOP REINFORCING (PLAN EAST -WEST) #6 BARS x 40'-0" 0 24" O.C. TOP REINFORCING (PLAN EAST -WEST) � "' °O #6 BARS x 40'-0" 0 24" O.C. o #4 BARS 0 22" O.C. BOTTOM REINFORCING o (PLAN NORTH -SOUTH) (PLAN EAST -WEST) m CONT. BOTTOM REINFORCING o AT 8" THICK SLAB SLAB 4A REINFORCING SECTION 4 NOT TO SCALE CONT. BOTTOM REINFORCING AT 8" THICK SLAB 00 � T 0 ADD #7 BARS x 13'- 0 24" O.C. TOP REINFORCING (PLAN EAST -WEST) v) m Lm " m �o �m F G H ADD #6 BARS x 13'-4" #4 BARS 0 20" O.C. 0 24" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING CONT. TOP REINFORCING (PLAN EAST -WEST) AT 8" THICK SLAB Of Q IN _� U m �o Lo P Q 4" #5 BARS 10'-0" 0 24" 0. . TOP REIN ORCING (PLAN EAST -WEST) N #5 BARS x 10'-0" 0 24" O.C. LAP 48" m BOTTOM REINFORCING (PLAN EAST -WEST) �o Lo — -�� {� - . . � • 'tom T -T • • �� r J K #8 BARS x 40'-0" " #4 BARS 0 20 O.C. #6 BARS x 20'-0" �� 0 12 O.C. TOP REINFORCING (PLAN NORTH -SOUTH) 0 24 O.C. TOP REINFORCING (PLAN EAST -WEST) CONT. TOP REINFORCING m (PLAN EAST -WEST) AT 8" THICK SLAB -s ADD #6 BARS x 20'-0" #6 BARS x 20'-0" 0 24" O.C. BOTTOM REINFORCING " LAP 6 -O " #4 BARS 0 22 D.C. 0 ¢ 0 24" O.C. BOTTOM REINFORCING (PLAN EAST -WEST) (PLAN NORTH -SOUTH) O° (PLAN EAST -WEST) CONT. BOTTOM REINFORCING o AT 8" THICK SLAB d m #6 BARS x 20'-0" o o 0 24" O.C. d a `�' °O TOP REINFORCING �- a a (PLAN EAST -WEST) N U m Q � mo Cl o m � .� #4 BARS 0 22" O.C. o (PLAN NORTH -SOUTH) Lo CONT. BOTTOM REINFORCING J K M \ U- o o �Co N N U m �o �m AT 8" THICK SLAB NOT TO SCALE #4 BARS 0 20" O.C. ADD #6 BARS x 13'-4" #7 BARS x 40'-0" (PLAN NORTH -SOUTH) 0 24" O.C. 0 24" O.C. CONT. TOP REINFORCING LAP 48" TOP REINFORCING TOP REINFORCING AT 8" THICK SLAB (PLAN EAST -WEST) (PLAN EAST -WEST) #5 BARS x 40'-0" 0 24" O.C. BOTTOM REINFORCING (PLAN EAST -WEST) N 0 #6 BARS x CONT. 0 12" O.C. TOP REINFORCING (PLAN EAST -WEST) v, #5 BARS x CONT 0 12" O.C. c. m BOTTOM REINFORCING o (PLAN EAST -WEST) SLAB 6 REINFORCING SECTION #6 BARS x 40'-0" 0 24" O.C. BOTTOM REINFORCING (PLAN EAST -WEST) SLAB 5 REINFORCING SECTION NOT TO SCALE #4 BARS 0 22" O.C. (PLAN NORTH -SOUTH) CONT. BOTTOM REINFORCING AT 8" THICK SLAB P Q #4 BARS 0 20" O.C. (PLAN NORTH -SOUTH) CONT. TOP REINFORCING AT 8" THICK SLAB #6 BARS x 40'-0" 0 24" O.C. LAP 48" BOTTOM REINFORCING 4 BARS 0 22" O.C. # (PLAN EAST -WEST) (PLAN NORTH -SOUTH) CONT. BOTTOM REINFORCING AT 8" THICK SLAB cn "' = m Cl) '- m cn = a " 00 o ~ m F G H ADD #7 BARS x 13'-4" #4 BARS 0 20" O.C. 0 24" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING CONT. TOP REINFORCING (PLAN EAST -WEST) AT 8" THICK SLAB #4 BARS 0 22" O.C. (PLAN NORTH -SOUTH) CONT. BOTTOM REINFORCING AT 8" THICK SLAB #8 BARS x 40'-0" 0 12" O.C. TOP REINFORCING (PLAN EAST -WEST) ADD #6 BARS x 20'-0" 0 24" O.C. BOTTOM REINFORCING (PLAN EAST -WEST) #8 BARS x 40'-0" 0 12" O.C. TOP REINFORCING (PLAN EAST -WEST) F ADD #6 BARS x 20'-0" 0 24" O.C. BOTTOM REINFORCING (PLAN EAST -WEST) m s-- cc o gW tr � O oi ry 0 z w z c� w Of 4 n w w �It 00 z 0CL . �- '� o` to ui O �o Z L— W x 0% W W [if� mo 00 0< 7F � W i= u' w a � 0 o Q�� o ZO � W�wN LL E- � U U O J 00 cq F- � W pp IY N 1 , O, O U C X 0 0 Q Q0 Q V 1 Q � W W n­- CD � W 0 U d z h U) `_ Q o `�' O O E— UJ a w 0- U ry U ,- Z ix 75-5 ry N 0 o m � o ' m � m o U Z I X.a iW- z a v W W O O EL Q o �' o = U LY_ EL LL S1.5 NOT TO SCALE #9 BARS X 20'-0" 21 @ 24" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING N #9 BARS X 20'-0" ADD #9 BARS X 13'-4" Lo tn �o @24"O.C. @ 24" O.C. m m (PLAN NORTH -SOUTH) (PLAN NORTH -SOUTH) a BOTTOM REINFORCING BOTTOM REINFORCING �o of �t- �m R + MATCH LINE "A" 20 Q #5 BARS @ 22" O.C. ADD #9 BARS X 13'-4" (PLAN EAST -WEST) @ 24" O.C. CONT. TOP REINFORCING (PLAN NORTH -SOUTH) TOP REINFORCING YN xIt ¢ U m C*4 CL LAP 60" rn #7 BARS X 20'-0" 16 15 @ 12" O.C. TOP REINFPLAN RORCINGUTH) #5 BARS @ 22" O.C. (PLAN EAST -WEST) CONT. TOP REINFORCING X 40'-0" #4 BARS @ 24" O.C. C. CONT. BOTTOMPLAN REINFORCINGRTH-SOUTH) ;EINFORCING 1 ��m �mC O� cn �c � 0" @ 24" O.C. UTH) "ING 21 #5 BARS X CONT. @ 22" O.C. - (PLAN NORTH -SOUTH) TOP REINFORCING #7 BARS X 40'-0 @ 12" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING #4 BARS @ 24" O.C. #8 BARS X 40'-0" - (PLAN EAST -WEST) ® 24" O.C. CONT. BOTTOM REINFORCING (PLAN NORTH -SOUTH) BOTTOM REINFORCING SLAB 7A REINFOI NOT TO SCALE #8 BARS X 20'-0" 14 ® 12" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING a� N N 0 m cn tn cn a o o #7 BARS X 10'-0" o c>> m '- @ 12" O.C. > �+ (PLAN NORTH -SOUTH) BOTTOM REINFORCING �'1 SLAB 7B REINFORCING SECTION NOT TO SCALE #5 BARS @ 22" O.C. (PLAN EAST -WEST) CONT. TOP REINFORCING MATCH LINE "A' #9 BARS X CONT. cn cn @ 12" O.C. _yj (PLAN NORTH -SOUTH) z' U m BOTTOM REINFORCING o �o ^m rn 16 15 #7 BARS X CONT. @ 12" O.C. /171 AAI AV10TU Oni ITUI #4 BARS @ 24" O.C. (PLAN EAST -WEST) CONT. BOTTOM REINFORCING LAP 12" OVER SUPPORT #4 BARS @ 24" O.C. (PLAN EAST -WEST) CONT. BOTTOM REINFORCING #5 BARS @ 22" O.C. (PLAN EAST -WEST) CONT. TOP REINFORCING cn QQcn U �o a- m SLAB 8B REINFORCING SECTION NOT TO SCALE MATCH LINE 18 "A" #7 BARS X 40'-0" @ 12" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING #8 BARS X 40'-0" @ 24" O.C. (PLAN NORTH -SOUTH) BOTTOM REINFORCING 20 19 #8 BARS X 40'-0" @ 12" O.C. (PLAN NORTH -SOUTH) 4-'L' ,- TOP REINFORCING #5 BARS @ 22" O.C. d (PLAN EAST -WEST) .- CONT. TOP REINFORCING OO N 41 �m m U ZE U¢ m o #7 BARS X 10'-0" O o � o @ 12" O.C. m (PLAN NORTH -SOUTH) Q, BOTTOM REINFORCING 20 19 #7 BARS X CONT. @ 12" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING i =CTION #8 BARS X 40'-0" @ 24" O.C. (PLAN NORTH -SOUTH) BOTTOM REINFORCING '1 SLAB 8A REINFORCING SECTION NOT TO SCALE Q14 #5 BARS X CONT. @ 22" O.C. m (PLAN NORTH -SOUTH) N TOP REINFORCING �+ #7 BARS X CONT. @ 12" O.C. Q (PLAN NORTH -SOUTH) o BOTTOM REINFORCING o � LAP 12" OVER >: SUPPORT + 0 o v o 21 � � �`L m #5 BARS X CONT. a :5 @ 22" O.C. o "' (PLAN NORTH -SOUTH) o N TOP REINFORCING #7 BARS X CONT. o @ 12" O.C. o (PLAN NORTH -SOUTH) BOTTOM REINFORCING LAP 12" OVER SUPPORT �" 1SLAB 8SIM REINFORCING SECTION 21 c��U- \,,: �=Eu- o m li o O N 18 #7 BARS X CONT. @ 12" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING #8 BARS X 20'-0" @ 12" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING LAP 68" NOT TO #5 BARS @ 22" O.C. (PLAN EAST -WEST) CONT. TOP REINFORCING 17 MATCH LINE "A' #7 BARS X 20'-0" @ 12" O.C. LAP 54" (PLAN NORTH -SOUTH) TOP REINFORCING 20 19 17 #8 BARS X 40'-0" @ 24" O.C. (PLAN NORTH -SOUTH) BOTTOM REINFORCING MATCH LINE "All #7 BARS X CONT. @ 12" -O.C. (PLAN NORTH -SOUTH) TOP REINFORCING #8 BARS X 40'-0" @ 24" O.C. (PLAN NORTH -SOUTH) BOTTOM REINFORCING MATCH LINE "A„ #7 BARS X 40'-0" @ 12" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING — y� -E.j— cn #4 1 IARS @ 24" O.C. #8 BARS X a ¢ " cn (P FAST -WE ) @ 24" O.C. (PLAN NORT f � c m CON". BOTTOM REINFORCING BOTTOM REI #7 BARS X 10'-0" o @ 12" O.C. LAP 12" OVER �- 0° a, (PLAN NORTH -SOUTH) SUPPORT BOTTOM REINFORCING n SLAB 9A REINFORCING SECTION 17 #7 BARS X 20'-0" 16 15 @ 12" O.C. #7 BARS X 20'-0" (PLAN NORTH -SOUTH) @ 12" O.C. TOP REINFORCING LAP 54" (PLAN NORTH -SOUTH) f - TOP REINFORCING Z_ #8 BARS X 40'-0" @ 24" O.C. (PLAN NORTH -SOUTH) BOTTOM REINFORCING SLAB 9B REINFORCING SECTION #4 BARS @ 24" O.C. (PLAN EAST -WEST) CONT. BOTTOM REINFORCING cn Qcn S U m so NOT TO SCALE #8 BARS X 20'-0" 14 @ 12" D.C. (PLAN NORTH -SOUTH) #5 BARS @ 22" O.C. TOP REINFORCING (PLAN EAST -WEST) CONT. TOP REINFORCING a < 0 a = m U m /#7BARS10'-0" o m C-4 OO o _ (PLAN NORTH -SOUTH) BOTTOM REINFORCING NOT TO SCALE 18 17 #8 BARS X 20'-0" 16 15 @ 12" O.C. (PLAN NORTH -SOUTH) TOP REINFORCING • T ��f • T #4 BARS @ 24" O.C. #8 BARS X 40'-0" (PLAN EAST -WEST) @ 24" O.C. CONT. BOTTOM REINFORCING (PLAN NORTH -SOUTH) BOTTOM REINFORCING Z#7S X 10'-0" O.C. (PLAN NORTH -SOUTH) BOTTOM REINFORCING /—\ SLAB I OA REINFORCING SECTION 0 LL. f— 0 77 W 0 rn L �- f W WLo r- Z �C W (n to r-� o W 0 .� ry Q 4`Lo z F- ,� x of � o LL o W Z 1 ncOQ W Z Of MNF-W WQ Q O Q D (n •o � s ZO M Q W�WN LL i u) Q U o oo O� J� W N 0. m o U x z z o O Q � Q (J� O W W r I W i O U d Z F J w 0 "' o o I— W Q' C) o >, n 0 p z rr :E ry N O 0 o ix Oz �., -- m -0 m LiJ v z I- Q U W � O O a U Q o Cy o _ U ry 0- LL S1,6 NOT TO SCALE STIRRUPS SCHEDULED STIRRUPS SCHEDULED FROM SUPPORT C/L'S, TYP. FROM SUPPORT C/L'S, TYP. � I L� L� " TYPE C BARS rLSUPPORT BEAM SCHEDULE REINFORCING BAR NOTES 1. Type A - Continuous top reinforcing bars placed in standard 40 foot stock lengths to the greatest extent possible. Splice 60 bar diameters where required by stock bar lengths or TYPE B BARS TYPE A BARS as shown in the schedule. 2. Type B - Extra top reinforcing bars must be centered over supports. 3. Type C - Continuous bottom reinforcing bars placed in standard 40 foot stock lengths to the greatest extent possible. Splice 60 bar diameters where required by stock bar lengths or as shown in the schedule. 4. Type D - Extra bottom reinforcing bars must be placed centered at the span center line. TYPE D BARS TYPE C BARS 5. L SUPPORT Stirrups - Called out from the center line of supports, pp from each scheduled beam end. LAP BARS AT SPLICES AS FOLLOWS: #3 BARS - 24 #7 BARS - 54" #4 BARS - 30 #8 BARS - 60" #5 BARS - 40 #9 BARS - 68" #6 BARS - 48 #10 BARS - 75" BEAM MARK BI B2 B3 B4 B5 B6 B7 B8 SIZE (WD.xHT.) 16" x 36" 20" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 20" x 36" TYPE ABARS 2-#7 2-#8 2-#9 2-#9 2-#9 2-#8 2-#8 2-#8 TYPE B BARS T T 1 - #9 x 20'-0" 1 - #9 x 20'-0" TYPE BARS 2-#7 3-#11 2-#7 2-#7 2-#7 3-#10 3-#11 4-#11 TYPE D BARS 1 - #7 x 20'-0" STIRRUPS, LEFT 3@10" (#3) 12@5" ,3@10" (#3) 4@11" ,4@16" (#3) 12@6" ,4@16" (#3) 9@6" ,4@16" (#3) 10@6" ,6@11" (#3) 12@5" ,7@9" (#3) 1504" ,4@8" (#3) STIRRUPS, RHT. (#3) 3@10" 1 1#3) 3@10" ,12@5" (#3) 4@16 ,9@6 (#3) 4@16 ,12@6 " " #3) 4@16 ,4@11 #3) 6@11 ,10@6 (#3) 7@9 ,12@5 (#3) 4@8 ,15@4 " BEAM MARK B9 B10 BII B12 B13 B14 B15 B16 B17 B18 B19 B20 SIZE (WD.xHT.) 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" TYPE ABARS 3-#9 3-#9 3-#9 3-#9 3-#9 2-#8 3-#9 3-#9 3-#9 3-#9 3-#9 3-#9 TYPE B BARS TYPE BARS 3-#8 2-#8 2-#8 2-#8 3-#8 3-#9 3-#9 2-#8 2-#8 2-#8 2-#8 3-#9 TYPE D BARS STIRRUPS, LEFT 6010" ,4@16" (#3) 6@10" ,3@16" (#3) 6@10" ,3@16" (#3) 6@10" ,3@16" (#3) 6@10" ,4@16" (#3) 4@10" ,4@16" (#3) 8@6" ,5@10" (#3) 7@10" ,3@16" (#3) 5@10" ,3016" (#3) 5@10" ,3@16" (#3) 7@10" ,3@16" (#3) 8@6" ,5@10" (#3) STIRRUPS, RHT. (#3) 4@16" ,6@10" (#3) 3@16" ,6@10" (#3) 3@16" ,6@10" (#3) 3@16" ,6@10" (#3) 4@16" ,6@10" (#3) 4@16" ,4@10" (#3) 5@10" ,8@6" (#3) 3@16" ,7@10" (#3) 3@16" ,5@10" (#3) 3@16" ,5@10" (#3) 3@16" ,7@10" (#3) 5@10" ,8@6" BEAM MARK B21 B22 B23 B24 B25 B26 B27 B28 B29 B30 B31 SIZE (WD.xHT.) 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" 16" x 36" TYPE ABARS 3-#9 3-#9 3-#9 3-#9 3-#9 3-#9 3-#9 3-#9 3-#9 3-#9 3-#9 TYPE B BARS TYPEC BARS 2-#9 2-#8 2-#8 2-#8 2-#9 2-#8 2-#8 2-#8 2-#8 2-#8 2-#8 TYPE D BARS 1 - #9 x 20'-0" 1 - #9 x 20'-0" STIRRUPS, 'LEFT 12@6",8@10" (#3) 5@10" ,4@16" (#3) 5@10" ,4@16" (#3) 5@10" ,4@16" (#3) 12@6",8@10" (#3) 5@10" ,3@16" 3 (#) 7@10" ,3@16" (#3) 5@10 ,3@16 (#3) 5@10 ,3@16 (#3) " 7@10 ,3@16 (#3) " 5@10 ,3@16 (#3) STIRRUPS, RHT. (#3) 8@10",12@6" 11 (#3) 4@16" ,5@10" 11 (#3) 4@16" ,5@10" (#3) 4@16" ,5@10" (#3) 8@10 ,12@6 (#3) 3@16 ,5@10 (#3) 3@16 ,7@10 (#3) 3@16 ,5@10 " " " (#3) 3@16 ,5@10 " " (#3) 3@16 ,7@10 " " (#3) 3@16 ,5@10 BEAM MARK B32 B33 B34 B35 B36 B37 B38 B39 B40 B41 B42 B43 B44 B45 SIZE (WD.xHT.) 20" x 36" 20" x 36" 20" x 36" 20" x 36" 20" x 36" 20" x 36" 16" x 24" 16" x 24" 16" x 24" 16" x 24" 16" x 24" 16" x 24" 16" x 24" 16" x 24" TYPE ABARS 4-#9 4-#9 4-#9 4-#9 4-#9 4-#9 2-#6 2-#6 2_#6 2_#6 2_#6 2_#6 2_#6 2_#6 TYPE B BARS TYPE BARS 4-#10 4-#10 4-#10 4-#10 4-#10 4-#10 2-#6 2-#6 2-#6 2-#6 2-#6 2-#6 2-#6 2-#6 TYPE D BARS STIRRUPS, LEFT 12@4" ,6@8" (#3) 14@4" ,6@8" (#3) 1404" ,6@8" (#3) 14@4" ,6@8" (#3) 14@4" ,6@8" (#3) 12@4" ,6@8" (#3) " 4@10 ,2@16 (#3) » 4@10 ,2@16 (#3) " 4@10 ,2@16 (#3) " 4@10 ,2@16 (#3) " " 4@10 ,2@16 (#3) 4@10 ,2@16 (#3) " 4@10 ,2@16 (#3) " " 4@10 ,2@16 (#3) STIRRUPS, RHT. (#3) 6@8" ,12@4" (#3) 6@8" ,14@4" (#3) 6@8» ,14@4" (#3) 6@8" ,14@4" (#3) 6@8" ,14@4" (#3) 6@8" ,12@4" 1 (#3) 2@16",4@10" (#3) 2@16",4@10" (#3) 2@16",4@10" (#3) 2@16",4@10" (#3) 2@16",4@10" (#3) 2@16",4@10" (#3) 2@16",4@10" (#3) 2@16",4@10" BEAM MARK B46 B47 B48 B49 B50 B51 Olt B52 B53 B54 B55 B56 B57 B58 SIZE (WD.xHT.) 16" x 24" 16" x 24" 16" x 24" 16" x 24" 16" x 24" 16" x 24" 16" x 24" 16" x 24" 16" x 24" 16" x 30" 16" x 30" 16" x 30" 16" x 30" TYPE ABARS 2-#7 2-#7 2-#7 3-#9 3-#9 3-#9 3-#8 3-#8 3-#8 2-#6 2-#6 2-#6 2-#6 TYPE B BARS TYPE BARS 2-#7 2-#7 2-#7 3-#7 2-#7 3-#7 3-#7 2-#7 2-#7 2-#6 2_#6 2_#6 2-#6 TYPE D BARS STIRRUPS, LEFT 6@10",2@16" (#3) 4@10",2@16" (#3) 6@10",2@16" (#3) 6@10",2@16" (#3) 5@10",2@16" (#3) 5@10",2@16" (#3) 6@10",2@16" (#3) 5@10",2@16" (#3) 5@10",2@16" (#3) 2@10",2@16" (#3) 3@10",3@16" (#3) 3@10",3@16" (#3) 4@10",3@16" (#3) STIRRUPS, RHT. (#3) 2@16",6@10" (#3) 2@16",4@10" (#3) 2@16",6@10" (#3) 2@16",6@10" (#3) 2@16",5@10" (#3) 2@16",5@10" (#3) 2@16",6@10" (#3) 2@16",5@10" (#3) 2@16",5@10" (#3) 2@16",2@10" (#3) 3@16",3@10" (#3) 3@16",3@10" (#3) 3@16",4@10" BEAM MARK B59 B60 B61 B62 B63 B64 B65 B66 B67 B68 B69 B70 SIZE (WD.xHT.) 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" TYPE ABARS 2-#6" 2-#6 2-#6 2-#7 2-#7 2-#7 2-#7 3-#9 3-#9 3 - #9 2-#8 2-#8 2-#8 TYPE B BARS 1 - #6 x 20'-0" 1 - #8 x 20'-0" 1 - #8 x 20'-0" TYPE BARS 2-#6 2-#6 2-#6 2-#6 2-#6 2-#6 2-#6 2-#6 2-#6 2-#8 2-#8 2-#8 TYPE D BARS 1 - #6 x 20'-0" 1 - #8 x 20'-0" 1 - #8 x 20'-0" STIRRUPS, LEFT 6@10",4@16" (#3) 3@10",2@16" (#3) 2@10",2@16" (#3) " " (#3) 2@10 ,2@16#) 13@10" ' 3 2@10",2@16" (#3) " 4@10 ,2@16 (#3) 5@10 ,3@16 (#3) " 6@8 (#3) " 6@10 ,4@16 (#3) " " 6@10 ,4@16 " " STIRRUPS, RHT. (#3) 4@16",6@10" (#3) 2@16",3@10" (#3) 2@16",2@10" (#3) 2@16",2@10" (#3) 13@10" (#3) 2@16",2@10" ( #3) 2@16",4@10" 3 3@16",5@10" (#) (#3) 4@16 ,6@10 " " " (#3) 4@16 ,6@10 " " (#3) 4@16 ,6@10 BEAM MARK B71 B72 B73 B74 B75 B76 B77 B78 B79 B80 B81 B82 SIZE (WD.xHT.) 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" TYPE ABARS 2-#10 2-#10 2-#10 2-#10 2-#10 2-#10 2-#10 2-#10 2-#10 2-#10 2-#10 2-#10 TYPE B BARS 1 - 10 x 20'-0" # 1 - 10 x 20'-0" # 1 - 10 x 20'-0" # 1 - 10 x 20'-0" # 1 - 10 x 20'-0" # 1 -#10x20-0 1-#10x20-0 " 1-#10x20-0 " TYPE BARS 2-#9 2-#9 2-#9 2-#9 2-#9 2-#9 2-#9 2-#9 2-#9 2-#9 2-#9 2-#9 TYPE D BARS 1 - #10 x 20'-0" 1 - #9 x 20'-0" 1 - #9 x 20'-0" 1 - #10 x 20'-0" STIRRUPS, LEFT 5@10",3@16" (#3) 20@5",6010" (#3) 12@5",5@10" (#3) 5@8" (#3) " 9@10 ,2@16 (#3) " 9@10 ,2@16 (#3) " 9@10 ,1@16 (#3) " 6@8 (#3) " 5@10 ,3@16 (#3) " 20@5 ,6@10 (#3) " " 12@5 ,5@10 (#3) 5@8 " (#3) STIRRUPS, RHT. (#3) 5@10",10@5" (#3) 6@10",20@5" (#3) 3@16",6@10" (#3) 2@16 ,9@10 " (#3) 2@16 ,9@10 (#3) 1@16 ,9@10 (#3) 5@10 ,10@5 " (#3) 6@10 ,20@5" " (#3) 3@16 ,6@10" BEAM MARK B83 B84 B85 B86 B87 B88 B89 B90 B91 B92 B93 B94 B95 SIZE (WD.xHT.) 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" TYPE ABARS 2-#10 2-#10 2-#10 2-#9 2-#9 2-#9 2-#6 2-#7 3-#8 3-#8 3-#8 3-#8 3-#8 TYPE B BARS 1 - #10 x 20'-0" 1 - #10 x 20'-0" 1 - #9 x 20'-0" 1 - #9 x 20'-0" TYPE BARS 2-#9 2-#9 2-#9 2-#8 J 2-#8 2-#8 2-#6 2-#7 2-#7 2-#7 2-#7 2-#7 none TYPE D BARS 1 - #9 x 20'-0" 1 - #9 x 20'-0" 1 - #9 x 20'-0" 1'"- #7 x 20'-0" 3 - #9 x 13'-4" STIRRUPS, LEFT 9@10",2@16" (#3) 9@10",2@16" (#3) 9@10",1@16" (#3) 6@10",3@16" 3 (#) 10@10",4@16" (#3) " 6@10 ,3@16 (#3) 4@10 ,2@16 (#3) " 4@10 ,2@16 (#3) " 2@10 ,2@16 (#3) " 3@10 ,2@16 (#3) " » 6@10 ,3@16 (#3) " " 3@10 ,2@16 (#3) 9@8" (#3) STIRRUPS, RHT. (#3) 2@16",9@10" (#3) 2@16",9@10" (#3) 1@16",9@10" (0) 3@16",6@10" (#3) 4@16",10@10" (#3) 3@16",6@10" (#3) 2@16",4@10" (#3) 2@16",4@10" (#3) 2@16",2@10" (#3) 2@16",3@10" (#3) 3@16",6@10" (#3) 2@16",3@10" (#3) 9@8" BEAM MARK B96 B97 B98 B99 B 100 B 101 B 102 B 103 B 104 B 105 SIZE (WD.xHT.) 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" 16" x 30" TYPE ABARS 2-#10 2-#10 2-#10 2-#9 2-#9 2-#9 2-#8 2-#8 2-#8 2-#8 TYPE B BARS 1 - #11 x 20'-0" T1 - #9 x 20'-0" TYPE C BARS 2-#9 2-#9 2-#10 2-#9 2-#9 3-#9 2-#7 3-#7 2-#7 2-#7 TYPE D BARS 1 - #11 x 20'-0" 1 - #9 x 20'-0" STIRRUPS, LEFT 3@10",2@16" (#3) 6@10",3@16" (#3) 16@5",7@10" (#3) 3@10",2@16" (#3) 8@8",4@10" (#3) 11@6",4@10" (#3) 4@10",3@16" (#3) 4@10",3@16" (#3) 4@10",3@16" (#3) 4@10",2@16" (#3) STIRRUPS, RHT. (#3) 2@16",3@10" 3 5@10",12@5" (#) 3 7@10",12@5" (#) (#3) 7@10 " " " (#3) 3@16 ,6@10 n n (#3) 4@10 ,11@6 n n 3 3@16 ,4@10 (#) n n (#3) 5@10 ,8@5 n n (#3) 3@16 ,4@10 » " (#3) 2@16 ,4@10 BEAM MARK SIZE (WD.xHT.) TYPE A BARS TYPE B BARS TYPE C BARS TYPE D BARS STIRRUPS, LEFT STIRRUPS, RHT. BEAM MARK SIZE (WD.xHT.) TYPE A BARS TYPE B BARS TYPE C BARS TYPE D BARS STIRRUPS, LEFT STIRRUPS, RHT. BEAM MARK SIZE (WD.xHT.) TYPE A BARS TYPE B BARS TYPE C BARS TYPE D BARS STIRRUPS, LEFT STIRRUPS, RHT. m go � g NU)(j� r u"• 0 ti ;n 0 z u o' O o' m U) - w W �z7 0� U IL Z a" W) o W O cn Cr Q -- I �- w �' cD z F- r- � F-- O, O W CO O z LL z o Ix W F- W j Q rz Q��� � I 0 Q W`i'IL Q o 00 J W U O� ro 0No H N JOB m O U O` Of Cy\ x z 0 0 Q Q0 Q O V zW W � W 0 U C3 0 z J Q4 _ O N O W O C� 0 o n ry � o 0 5 rY cv .. v m O a m 0 0 m LLJ U Z tW- Q w w O Q U o o v LL S1,7 NOTES AND SPECIFICATIONS General 1 PLAN NOVTH t all roof joists esigned for a net onnections shall be r detail 8 on sheet rwise on the plans. connections shall be 9 on sheet S1.15. Cap be members with i all around. 1. The contractor is responsible for verifying all dimensions and conditions before proceeding with the work. Report, any discrepancies or variations from the drawings to the engineer for any revisions that may be required. Refer to architectural drawings for floor elevations, slopes, depressed floor areas, finishes, embedded items, and miscellaneous steel framing. 2. Principal openings in the structural frame are shown on the drawings. The mechanical contractor shall sleeve for openings such as pipe risers, etc. Any openings not shown on the drawings that require sleeving of beams shall be referred to the structural engineer for any revisions that may be required. Location and size of openings, curbs, pads, etc. shown on the structural drawings shall be verified with the mechanical drawings and the mechanical contractor. See manufacturer's drawings for all equipment anchorages and details. Structi-.ral Steel 1. Design, fabrication, and erection of structural steel shall be in accordance with AISC Specifications, latest edition. All cold rolled structural shapes shall meet the requirements of the AISI, latest edition. 2. All structural "W" shapes shall conform to ASTM A992, with a 50 KSI minimum yield strength. All other plates and shapes may be ASTM A36. Structural tubing shall conform to ASTM A500 and have a minimum yield point of 46 KSI. Structural pipe shall conform to ASTM A53. 3. Unless shown otherwise, connections shall be shop welded and field bolted and shall be in accordance with the standards of the AISC. Bolts, including anchor bolts, shall be ASTM A307 or ASTM A325 as required by the specific connection detail. 4. Splicing of structural steel members is prohibited without prior review by the structural engineer as to type and location of splice. Splices shall be detailed on the shop drawings. 5. Burning and/or torch cutting of holes in members is expressly prohibited. 6. All welds shall be made with A-233 Class E-70 Series electrode or by submerged arc welding S.A.W. 2 in accordance with the Structural Welding Code AWS D1.1. 7. All structural steel shall be shop painted with a rust inhibiting primer to a 2 mil dry film thickness. Exclude paint from areas within 2 inches of field welded connections. Field touch-up painting shall be accomplished on those areas when welding operations are complete. 8. Provide temporary bracing for accurate plumbing, and to resist all wind and construction loads. Contractor shall maintain temporary bracing until all permanent lateral bracing (including diagonal bracing, moment connections, and/or walls) are installed and approved. 9. All openings through roof and floor decks are shown. Openings of 6" or less require no additional framing. Openings larger than 6" shall be framed with L4x4xl/4" or as shown on Drawings. Additional openings shall be with the Architect's approval. 10. Provide the following angle lintels for openings in solid brick masonry, one each face for concrete block, unless superseded by specific details on the drawings: Clear Opening Lintel Angle up to 4 ft. 3-1/2 x 3-1/2 x 1/4 4 ft. - 6 ft. 4 x 3-1/2 x 3/8 6 ft. - 8 ft. 5 x 3-1/2 x 3/8 8 ft. - 10 ft. 6 x 3-1/2 x 3/8 11. Refer to architectural drawings for miscellaneous steel framing. Steel Joists 1. All steel joists shall conform to specifications of the Steel Joist Institute, applicable series. Top chords shall be angles or tee sections. Bridging shall be rigid cross -type or horizontal type as indicated on the drawings. Bridging shall be continuous and terminate at masonry walls, concrete walls or steel beams. 2. Unless otherwise shown, weld all "K" Series joists to steel bearing seats with 1/8" fillet welds, one inch long on each side of the seats. 3. Unless otherwise shown, weld all "L11" Series joists to steel bearing seats with 1/4" fillet welds, two inches long on each side of the seats. 4. ALL ROOF JOISTS SHALL BE DESIGNED FOR A NET UPLIFT LOAD OF 10 PSF UNIFORMLY DISTRIBUTED OVER THE ROOF AREA. 5. Provide 4" depth seats at all roof joists set at a 1 : 12 slope. Steel Roof Deck 1. The Roof Deck shall consist of steel plate with the following minimum properties: Yield Strength - 33,000 psi Gage - 20 Section Modules - .139 in.3/ft. Moment of Inertia - .145 in.4/ft. Finish - Galvanized Product - Vulcraft 1.5F20 or equal Steel deck shall span a minimum 3 spans continuous. Deck shall be connected to steel supports by welding utilizing a 36/5 welding pattern and 3 - #10 TEKS sidelap fasteners per span. Follow additional installation instructions and requirements contained in the manufacturer's specifications and product literature. 2. Deck damaged by burning of holes, over -welding, and/or construction loading shall be replaced. Concrete Floor Decks on Metal Form 1. Decks shall consist of a minimum 4" normal weight concrete topping reinforced with #3 bars at 15" on center each way. Steel decking shall have the following minimum properties: Yield Strength - 33,000 psi Gage - 26 Section Modules - .067 in.3/ft. Moment of Inertia - .040 in.4/ft. Finish - Galvanized VULCRAFT 1.0026, OR EQUAL 2. Steel deck form shall span a minimum 3 spans continuous. Deck shall be connected to steel supports by welding utilizing a 30/3 welding pattern. Follow additional installation instructions and requirements contained in the manufacturer's specifications and product literature. 3. Deck damaged by burning of holes, over -welding, and/or construction loading shall be replaced. Design Loads 1. The framing has been designed according to the requirements of the International Building Code. Design Wind Speed = 120 mph 3 second gust. Importance Factor 1.00, Exposure B, Low Rise/Enclosed Earthquake Seismic Constants - S"eismic Category A Seismic Use Group IV, Importance Factor 1.5 2. The framing has been designed for the following live loads: Roof = 20 psf, Storage or Mechanical = 125 psf Offices and Corridors = 80 psf, Residential = 50 psf Attic Areas = 10 psf Stairs and Exits = 100 psf uniform or 300 Lbs on an area of 4 sq. in. Handrails and Guardrails = 50 plf uniform or 200 lb concentrated - either in any direction 47 � � F J O F- M O Z W z rJ' ct Cn O_ -1 LO Ln WIt -40 00 Z W Ui W Z �p O ; Cr QLO C7 E- 8- X � LL W Z_ ~W O_ � o-, O Zi oo ZX Z Of O_ W f- W W O J F- a �! 00 Z Qcn O If- Q = o (D C) o W cu X Ir W U 1 oo F- m O O Of 0 j X � z 0 0 Q (-D Q C� O � W W CD � W 0 U Z Q J CL ZZ G LL Wh F U 0 4 I o N 00 O o >, r O Z Q O' N o U_ m ,- m 00 z l mED U n0/ Z f- Q <C r W _ O � O o o U n J FRAMING PLAN — APPARATUS BAY DOORS AND LOW ROOF LEVELS —�— 1/811 = 1'-0" FRAMING ELEVATION — GRID LINE J, LINES A THRU E 3/8"=1'-0" 115'-7 1 4" VERIFY ARCHI HSS6x4xl/4 BEAM TO HSS6x6 COL ON GRID "5" TYPICAL 1 1/2" DECK 2.51<3 OUTRIGGERS ® 5' MAX. SPAC f — REF. PLANS FIELD SET 2.51<3 0 TRIGGER FOR DECK SUPPORT ADJACENT TO EXTERIOR WALL LINES PER ARCHITECTURAL DIMENSIONS, TYPICAL 1 � W18- X5 0 ICAL 1 1/2" DECK HSS2.5x2.5x3/16 OUTRIGGERS REF. PLANS OR LOCATION, TYP. "6x4xl/4 01 *1 0 �"— T.O.STEEL EL. 138'-6" N 12x26 N 126'-10" F.FLR. N18x40 REF. ARCHITECTURAL L W12x22 (SLOPING) TYP. JOISTS & 3/16 HSS2.5x2.5x5/16 FRAME L 2 1/2x2 1/2x3/16 CONT. DECK EDGE STEEL DECK TYP. 3/1 s (SLOPING) 2.5K3 OUTRIGGERS, 2x6 DOUBLE REF. PLANS PLATES, SLOPING STEEL JOISTS, (SLOPING) 2x6 DOUBLE REF. PLANS PLATES, SLOPING 1/2" THREADED STUDS AT 32" O.C. WELDED TO STEEL BEAM(S) TYPICAL ALL FRAMING ANCHORS. REF. ARCHITECTURAL WALL FRMNG. -117'-1 3•/4" T.O.STL. COORDINAT WITH AR c 114'-0" F.FLR. TYPICAL N18x40 FIN. FLOOR EL. 100'-0" 2x6 TIES, TYP. EACH STUD AT 8' MAX. VERT. SPACING 126'-10" F.FLR. 2x6 TIES, TYP. EACH STUD TYPICAL 1 /4 117'-1 4" T.O.STL. HSS6x4 — HSS6x4x1/4xCONT. W/ 2-2x4 PLATES BOLTED W/ 1/2' DIA. STUDS, 32" O.C. _ FLANGE PLATE AT HSS5x5x3/8 VERT.S PL3/8xZxO'-8 FIELD LOCATE & WELD 114'-0" F.FLR. TYPICAL 1/2" J—BOLTS AT 32" O.C. SET INTO CONC. DECK REF. ARCHITECTURAL WALL FRMNG. FIELD LOCATE & WELD HSS5x5x3/8 FRAME TYP. _ AT 8' MAX. SPACING. SEE FRAMING ELEVATION / 1 /4 TYPICAL NOTE, STOP DECK ANGLE AND DECK AROUND VERT. HSS's AND ANGLES, TYP. DECK EDGES REF. P. ARCHITECTURAL L2 1/2x2 1/2x3/16" CONT. DECK EDGE ANGLE 138'-6" _ T.O. STEEL — TYPICAL EXTENDED BOTTOM CHORDS 2x6 DOUBLE PLATES, REF. ARCHITECTURAL 2x6 TIES, TYP. EACH STUD AT 8' MAX. VERT. — SPACING COORDINATE ALL WOOD FRAMING WITH ARCHITECTURAL PLANS 126'-10" F.FLR. 2x4's 16" O.C. ILIA �M � � I J TYPICAL STEEL JOISTS, 4" SEATS REF. PLANS FOR SIZES/SPACING 12 1 f— STEEL ROOF DECK, TYP. ° ° 1 0 7RO ° I I TYP. 1 /4 -- HSS4x4x3/8 HORIZ. 117'-1 3/4" T.O.STL. HSS6x4 HSS6x4x1/4xCONT. W/ 2-2x4 PLATES BOLTED W/ 1/2" DIA. STUDS, 32" O.C. L5x5x3/8x CONT. (LLV) SLOPING BRICK RELIEF. FIELD SET, TYP. MASONRY VENEER, REF. ARCHITECTURAL 114'-0" F.FLR. L3x3x1/4 (SLOPING) DECK SUPPORT -- WELDED TO VERT. L5x5x3/8 & OUTRIGGERS REF. 18/S1.16 FLANGE PLATE AT HSS5x5x3/8 VERT.S PL3/8x2xO'-8 FIELD LOCATE & WELD HSS2.5x2.5x3/16 OUTRIGGERS REF. PLANS FOR LOCATION, TYP. 36x4xl/4 L 2 1/2x2 1/2x3/ CONT. DECK EDGE 2x6 DOUBLE PLATES, SLOPING --1/2" THREADED STUDS AT 32" O.C. WELDED TO STEEL BEAM(S) TYPICAL ALL FRAMING ANCHORS. REF. ARCHITECTURAL WALL FRMNG. 1/2" J—BOLTS AT 32" O.C. SET INTO CONC. DECK REF. ARCHITECTURAL WALL FRMNG. STEEL DECK STEEL JOIST WITH ARCHITECTURAL PLANS HSS5x5x3/8 FRAME TYP. AT 8' MAX. SPACING. SEE FRAMING ELEVATION 1/4 —P. TOP & BOTTOM NOTE, STOP DECK ANGLE AND DECK AROUND VERT. HSS's AND ANGLES, TYP. STEEL DECK & CONC. TOPPING COORDINATE ALL WOOD FRAMING WITH ARCHITECTURAL PLANS DECK EDGES CL W12x22 too ROOF AND DECK EDGE G STEEL JOIST STEEL DECK (SLOPING) :L JOISTS, ►PING) PLANS v TYPICAL STEEL JOISTS, 4" SEATS REF. PLANS FOR SIZES/SPACING REF. ARCHITECTURAL L2 1/2x2 1/2x3/16" CONT. STEEL ROOF DECK, TYP. — DECK EDGE ANGLE 12 1 _ 113'-6" (VERIFY) I — T.O. STEEL TYPICAL EXTENDED BOTTOM CHORDS 1/2" DIA. STUDS, 32" O.C. EDGE BEAM, REF. COORDINATE WITH WALL FRAMING PLANS FRAMING, TYP. 1/2" SHEATHING, TYP. 2x6 WALL FRMNG. MASONRY VENEER, REF. ARCHITECTURAL LOW ROOF EDGE & BEAMS �n m R cum w N U W 0 Q; n O z w ry 71 3-1 W L WLo z LLI ('6 00 K) i o- r- rn � W cD 0 cn M Q L- w � � w Z F— I— O� O w m o(>OQ z cn O N — II Z O �W~ Q I- Q Z 0 -I 00 < cn t I O 0� w Lu NLL H= o J 00 � ui U 1-- 1 � I N �~ m O OUr- ct li I I z Z I 0 0 Q uO Q i U) 0 zW W U � W j 0 U a o N o v� J o o >, Q_ w a U ry p U r- w (Y N �.. 0 m L ~ v z LJ � 0 � Q o o U ry IL LL sl'9 FRAMING ELEVATION GRID LINE 5 & 12 — LINES A THRU E ------ --- 3/8" = 1'-0" I� 02 FRAMING ELEVATION — GRID —LINE 8 8c 10 — LINES A THRU E 3/8" = 1'-0" 03 d � � 4 1-.1-5 cn W2�l b8i � 0I12 —� 4. 4. 1 y 4- 1 (--- J4 B. IH�� lI ( k RIJGIHG (A.B. 25AIAX7/64 IH.B. H•B.I --- - - - - - --- -C - - d. cli 4T.')O.C. .J 1 ..- (30 PEN TO01 s�o -a- cli JH.BH.B.H.B.H_B B LOW _ I \ 4 `Z 24x 4 2.5 3 @ 24C. 11 E �% I IHBI I I I I I I I I I B H. nI " - J-1 1 � 1JOT, @ 2'- C. 14 JOT.I 3 J�T.S2'-0'OC.4K FRAMING NOTES ---------- H.B.B• H•B• V.I 1.— Provide 4" depth seats at all roof joists E E ! 1.1 I ( ( I ( I set at a 1 : 12 slope. I I IC I ( I I I I ( ��\% ` f � 1 0 1� -- 2. All roof joists shall be designed for a net ( ,� 27x 14 0 27 14 1.1.�18.(.15 --uplift— o s36� 2 5 2 5 — — 3. All W beam to column connections shall be io !is 6�� 24' Q.C. 12 I ° 12K 24' 0. moment connections per detail 8 on sheet 4" C ,% 2 , G_ . S1.15 unless noted otherwise on the plans. E $ 4 �- {' `+ ___ H.B. I I I I I H. I I I I I I I MO IZ. Wk NG (H.B I L1125�11.2 VA64"I I I H. . — 4. Tube beam and column connections shall be WI0xI2 ------------ ------ --- ------------ -j- -j-I- WIOX12 �o fully welded per detail 9 on sheet S1.15. Cap 2 K4 J S @ -0 0. OK J T. @ 2 - 0 C. b+� -� all tops and ends of tube members with "th' 10 N N :5X seal -welded -all �xeun- - I i X N_ fH'--- R� _�kp'=_ — — 5. See architectural and plumbing plans for - - - - - ----- ---------- --------- XI9 `�/ floor slopes at all drains. WIOx12 l Ic NJ n, N lo — try �114 20 Z 1.1 1.1 TYP. AT MU TYP JO T AT I i DOOR OPNt.S CMU WALL e { I PLAN NORTH FRAMING PLAN SECOND FLOOR -� 1/8" = 1'-O"I :.^,...sit `�... .✓' ...-f r`-�., a.. +° � /' `� ..✓' 1.... r,. I FRAMING NOTES I I I I 1. Provide 4" depth seats at all roof joists set at a : -M slope. 2. All roof joists shall be designed for a net uplift of 10 psf. 3. A11 to-solu s a - b — — _. moment connections per detail 8 on shee S1.15 unless noted otherwise on the plans. 4. Tube betan and -col s �----- - — fully welded per detail 9 on sheet S .15. e pp all tops and ends of tube members with J"thick plate seal welded all around. 5. See architectural and plumbing plans for floor slopes at all drains. 1+ PLAN NORTH 01 FRAMING PLAN - THIRD FLOOR MEZZANINE ^-~ _ - 1/8"=1'-0" 02 r 144'-0" T.O.STEEL _ 126'-10" T.O.STEEL 118'-1 1/2" T.O.STEEL 113'-6" T.O.STEEL _ 109'-6" T.O.STEEL 100'-0" FIN. FLOOR FRAMING ELEVATION - TOWER AT GRID LINE "Q" i -1/4" = 1'-091 03 CAP PLATE, PL1x12x1'- , TYP. ON H S1Ox10 COLS VERT. SUPPORTS, TYP. HSS6x4x1/4 FRAME - HSS12x8x3/8 L5x5x3/8 MASONRY RELIEF ANGLE, FIELD SET X5 d zo 1.16 TYP. FRAMING ELEVATION - TOWER AT GRID LINE "K ) HSS5x3x1/4 PURLINS, TYP. REF. PLANS 148'-11" —� T.O.STEEL 144'-0" 138'-10" .. T.O.STEEL MITRE & WELD RELIEF ANGLE AT CORNER 126'-10" 126'-6" F.FLR. 2ND .FLR. ^` T.O.STEEL J (D U 00 X O >G U) 114'-0" F.FLR,;, 113'-8" T.O.STEEL ' —_ 109'-6" T.O.STEEL `-a I 100'-0" in v �g�W o m N�ivW >y 2 0 <r .J 0 Z w a 0 M V / y W W .F V LO 00 Z W U3 %n w z O C) � Q -� `r' Z UJ O� W ry F- O Z � m 00`0Q zOf of --WW1 LIJ 0� U Q of 5 U) '0 o Of L!J W N LL I, of W U fy n J0� N , m 0 U Cy, X z z 0 _0 Q (_D Q (J 0 Cn � W W � r� v LL � 0 _ U U z U) W z Q J 0" o N 0 o to rn �- V z_ o ?, n U C: U Q �- 0 U CC N a m m Z I- U ~ 2 3:U � O Ll Q /� ��// LL_ Z o o U EL LL S1,10 F- 1/41' = 1'-0" 0 4 FRAMING PLAN - ROOF LEVEL OFFICE/ RESIDENTIAL - LOW 1/8" = 1'-0" FRAMING NOTES 1. Provide 4" depth seats at all roof joists set at a 1 : 12 slope. 2. All roof joists shall be designed for a net uplift of 10 psf. 3. All W beam to column connections shall be moment connections per detail 8 on sheet S1.15 unless noted otherwise on the plans. 4. Tube beam and column connections shall be fully welded per detail 9 on sheet S1.15. Cap all tops and ends of tube members with A"thick plate seal welded all around. sm ABOVE FIN. FLR. SPLICE LOCATION FABRICATOR - SET COLUMN SPLICES BETWEEN ELEVATION 35'-0" A.F.F. AND ELEVATION 40'-0" A.F.F. (COORDINATE WITH ERECTOR) FRAMING PLAN - ROOF LEVEL APPARATUS BAY - LOW 1/$" = 1'-0" CL COLUMN, REF. PLAN FOR SIZES I TS COL. WIDTH FABRICATOR SHALL PROVIDE ERECTION ALIGNMENT AND LIFTING DEVICES PER A.I.S.C. AND ERECTION REQUIREMENTS. ERECTOR TO PROVIDE TEMPORARY COL. BRACING PER A.I.S.C. RECOMMENDATIONS. TS COLUMN SPLICE PARTIAL -JOINT -PENETRATION WELD PLAN `~ 02 NORTH FRAMING NOTES 1. Provide 4" depth seats at all roof joists set at a 1 : 12 slope. 2. All roof joists shall be designed for a net uplift of 10 psf. 3. All W beam to column connections shall be moment connections per detail 8 on sheet S1.15 unless noted otherwise on the plans. 4. Tube beam and column connections shall be fully welded per detail 9 on sheet S1.15. Cap all tops and ends of tube members with A"thick plate seal welded all around. 17'-6" 4 EQ. SPACES 18,-0" 4 EQ. SPACES 4 - _ = B iYp k_ J co OkiX N U'�l LO �_ X X O_ _O O_ X X (V 'S N a TING rN 4 r4\o\ °° WTx22 W ax22 �Q eNV LO N X CV O X N STEEL FLOOR G TING ® EQUIP. DECKS MCNICHOLS GW- 25 OR EQUAL. BEARING BARS SHALL BE 1/4" x 3/16" AT 1 3/16" O.C. WITH CROSS BARS AT 4" O.C. Q �RNISff--SffALL BE tALVAMZfl)-.— FRAMING PLAN - ROOF TOP MEP PLATFORM 1/$" =1'-0" CL 3/4" DIA. A325 BOLTS (REF. TABLE FOR NO.) OPEN STEEL BAR GRATING = INSTAL PER MFG.S RECOMMENDATIONS J SECURE WITH "SADDLE" CLIPS & TEKS i TYP. FRAMED BEAM CONNECTION MEP PLATFORM - GRATING FRAMING ELEVATION, PARTIAL - GRID LINE "E" 1/2" = 1'-0" PLAN 04 NORTH 06 u� g Q M PEr nor; O � - 4 t) M z W z O ctf m ff _ I W W � �-1 W � z LLI W O �o Q z Imo— ,_,_ x LL Cr F_ 0 o w m OONO< :D z O �wF:U_ w �I-a � z o Q�� o � — W LU N W Q O Op i o, J�F-I of W U 0Y N � m O U X z z 0 0 Q Q v� o � Wzw � w J U Q m Q Q z Q J Ur s Z 4 i O N 0 Q o >, 0 U U 0 r- U— ry N W O W m z J �a CJ m �W v LU " 95 FW- z Q `s W W Op 0 (. Q r _ ry `4r tom.. I ►I I I I I I I III I I I I 9� I " 3 G� 2.5K3 OUTRIGGERS AT h c ( 5 -0 (MAX.) O.C., TYP. D/G� 1.16 JQoo 1.16 I 'Qo Jri XI/-77 Q ( ( ( Q Cn -- I rwr J++IIII OK1 IOKI rn rn � =X Cn a �IOKI � —--I �W IOKI ' WITH EX T.Q TOM 1H1041S N � Cn a J HssloxbI/4 J-4 1 2-1 A at* 1 0-11 1 11 1 m I CD oI I GO Cn z 112 � Cn C\' o wSIMILAR IOKI CA — C_W IOKI cl 1~m" ao Noco x C=l CI XU) x LO o � �Cl-I 00 6 IOKI IOKI rn nWITH EXT. BOTT w "w NxX N N Hssiox6pcl/4 Q SS NEl- ( I SLOPEI DOWN I IN 12 IOKI w IOKIw �o 11.1 � =1�X 1 1 1 1 7 a,IOKI N 2 bZ' LU LU � I "' I I I I rn I I I I a I I I I I 10 1 .I ICI I I I • I . I .I IICI I• -i S IOxbxl/4 W24xb8 _ _ W24xb8 — I11 p� A o I JQoo� 1.16 2.5K3 OUTRIGGERS AT 1.16 Q J�� I 5'-0" (MAX.) O.C., TYP. II 0 a- r- 0 -I =919 14 00 00 .6-) LO 'I 15 �d- 17 L0 I yl V. i 2 1 I � ct7 00 d ! ,j 2 ) it3 FRAMING NOTES 1. Provide 4" depth seats at all roof joists I II I I I I set at a 1 : 12 slope. 22'-0" �)_�» 22)_6), >-6 > 2. All roof joists shall be designed for a net uplift of 10 psf. 3. All W beam to column connections shall be 10-2 ' moment connections per detail 8 on sheet 22 -4 -4 1 3 -Fi . 16 -6 1 _ 2'-4 , S1.15 unless noted otherwise on the plans. 4 4. Tube beam and column connections shall be fully welded per detail 9 on sheet S1.15. Cap all tops and ends of tube members with r _ f h"thick plate seal welded all around. 43 3 f ` (� rr3 It i ( ) way ..._..�'� FRAMING PLAN - ROOF LEVEL APPARATUS BAY - HIGH 1/$" =1'-0" 01 is s 4 125'-11 3Z4" VERIFY ' T.O.STEEL _ 119'-9" VERIFY T.O.STEEL — I — j 20'--0" 4 _(?) I 22'-0" I 60' i 0)' )) z 157'-4" rri nokir 21'--0" ni now+ PLAN NORTH ANCHOR UPPER WALL PLATES TO TYPICAL STEEL JOISTS, 4" SEATS BOTTOM OF ROOF DECK, REF. ARCHITECTURAL REF. PLANS FOR SIZES/SPACING REF. ARCHITECTURAL FOR DETAILS L2 1/2x2 1/2x3/16" CONT. STEEL ROOF DECK, TYP. DECK EDGE ANGLE 12 1 TYPICAL EXTENDED BOTTOM CHORDS j 1/2" SHEATHING, TYP. ALL WOOD FRAMED EXTERIOR WALLS 2x4's AT 16" O.C. WALL FRMNG. RELIEF ANGLE SPACER HSS6x4x1/4xCONT. W/ 2-2x4 PLATES BOLTED W/ 1/2' DIA. STUDS, 32" O.C. -- TYP. RELIEF L'S 4 AT HSS MASONRY RELIEF L5x5x3/8 FIELD SET 17 LOWERS, REF. ARCHITECTURAL HSS6x4x1/4xCONT. W/ 2-2x4 PLATES BOLTED W/ 1/2" DIA. STUDS, 32" O.C. TYP. VERT. L'S s s - AT BEAMS REF. ARCHITECTURAL FOR ALL SUN SHADE DETAILS 116'-0" B.O. STEEL BEAM 1/2" PLATE AT OPENING JOISTS WITH EXTENDED ENDS, REF. PLANS 125'-11 3/44- (VERIFY I T.O. STEEL _ 2x4 FRAMING FOR INTERIOR FINISHES 1 REF. ARCHITECTURAL FOR DTL.S L5x5x3/8 VERT. ANGLES LET INTO BEAMS TOP & BOTTOM SET AT LOUVER ROUGH OPNGS. 1 REF. FRAMING ELEVATION 2x4's AT 16" O.C. WALL FRMNG. REF. ARCHITECTURAL 1'-4" 1'-3 3/8" APPARATUS BAY ANCHOR UPPER WALL PLATES TO BOTTOM OF ROOF DECK. REF. ARCHITECTURAL 2x4's AT 16" O.C. WALL FRMNG. 1/2" SHEATHING, TYP. ALL WOOD FRAMED EXTERIOR WALLS TYP. VERT. L'S AT BEAMS 116'-0" _ B.O. STEEL BEAM 1/2" PLATE AT OPENING 1/2" DIA. STUDS, 32" O.C. TYPICAL STEEL JOISTS, 4" SEATS REF. PLANS FOR SIZES/SPACING __. L Trrl onnr nrnV Tvn 1/2" DIA. STUDS, 32" O.C. 2x4 FRAMING FOR INTERIOR FINISHES REF. ARCHITECTURAL FOR DTL.S W W -1 LO 00 z W W z0 Cr Q�LL � C� Cn U- W r- z 0\ W CD �OQ m 0O C� Z ry Cr W LU ry oU Q 00 QQ �U) O ry W�WN LL v) Q o cD o ! � U J 00 1— LLI O N m O 0` O U X E— z z 0 0 Fi— Q Q0 Q (J) O zW W � U � W 0 ! U Q m U) Q Q z Q J U C3 11.i U z 4 o O N 02 O p Q n U © LL W M \ %- o W �- m z m Ld LL a Ld I_ z <t v w 00 0 U n S1,12 FRAMING ELEVATION - APPARATUS BAYS AT GRID LINES "C" & "D" -- 1/4" = 1 0 02 26*-0" FI 56t-8tl t l H f T 4f'-011 J L. Y M 19'-411 38'-01' 5'- 10" 21'-0') F 22'-4-Y 10'- 2.5K3 OUTRIGGERS AT r 2 F_ S I H S III TOX x 71 /4 W16x3I 6f��8 i i o i CY I _0L%r U C> C> C\J Cn CIQ Lr" C�J 3i >< C14 -7) JHJSI044xIiI4 V7 16 A31 Aff L.L 11 --Cos.— Opt DOI 111 12 6 Cn '0 rd 6 C3 C14 C14 >< U) FZ >< --f LI U3 C) C111 HKIO 4xi 14a -:c VVIOA01 " C X >< T_ L0 0`1 VS10k 1141 F 13'= Vsi-vo 2.51<3 OUTRIGGERS AT 5'-0" (MAX.) O.C., TYP. � FRAMING PLAN - ROOF LEVEL OFFICE/RESIDENTIAL - LOW 1/8' = 11-0" 56'-8$2 _0" F) ( G it 1% H i i ,_011 1 5'-10" 21 0-0" 1.16 .00 OUTRIGGERS-AT 5'-0- (MAX.) O.C., TYP. — L Ml HSSIOx x1/4 Cn C"i C"I 011 X, -7) 4P I 1 04 HSSIO XI/41 r _T_w16_x31 SLOPE I 1.18 to C-> >< J >7< I <1 C:pu .1 >< r ET c:nl J C) ­0 C\J HSSIOAXI/4 W16X3I C1 >< < C%J '0 -;-< X C111 C\I— TY. < C\J I E; I SSIOLXQ 7/S1.18 2 2.51<3 OUTRIGGERS AT 1.17 5'-0 (MAX.) O.C., TYP. PLAN NORTH FRAMING NOTES 1. Provide 4" depth seats at all roof joists set at a I : 12 •. slope. I M_ 0 2. All roof joists shall be designed for a net uplift of 10 psf. 19#-47) 131-41$ 3. All W beam to column connections shall be moment connections per detail 8 on sheet 22�-42' 10'-2') 2,'-4."'J 10'-6" S1.15 unless noted otherwise on the plans. 2'-4L 4. Tube beam and column connections shall be fully welded per detail 9 on sheet S1.15. Cap all tops and ends of tube members with h"thick plate seal welded all around. i -Le \% A-1 I I X 4 '0xzz L L F F Cn nP r _T f %0 U o D x I LJ LU M LU . -' �� C"I _' HSSlOx4x]/4 Still HIM .. 0 co 0 I 00 I - 00 - " rn 110 1 A. PLAN NORTH 02 FRAMING NOTES 1. Provide 4" depth seats at all roof joists set at a 1 : 12 slope. 2. All roof joists shall be designed for a net uplift of 10 psf. 3. All W beam to column connections shall be moment connections per detail 8 on sheet S1.15 unless noted otherwise on the plans. 4. Tube beam and column connections shall be fully welded per detail 9 on sheet 91.15. Cap all tops and ends of tube members with A"thick plate seal welded all around. V LW-i LM N (0 P �)( MEN MINE 11=01-11 011111 'Eft it I ffi'm --wo I i FRAMING PLAN ROOF LEVEL TOWER 1/8" = 1'-0" I -LAN NORTH F1/40" = 1 1-011 FRAMING ELEVATION TOWER AT GRID LINE 9 i L0 L0 W -4 OC) z 3 Lj IL C'6 r- W z 0 %0 C) < I L0 z LL >< U_ UJ I- LLJ C) z 0 C) 1 0 7' )< 0(3%0<6 U) 7, Of I- WW 1XI UO 6 1­ 00 L-E 15 u,0 7 0 Q < W U) < = 0 C xy W0 K W E C\J 1, rn 0 U or" 0 Of 011 0 0 < � 0 U) LLJ 0 U I d CL z 0 ILI z !> O 0 0 In U_ 0 n 0 ry U 0 U) 0 ci M 9 M r-) Ld U_ iJ L z 3: y (_5 LLJ 0 F__ < W 0 0 o < 0 W r-) U � IL W S1.13 I FRAMING PLAN- ROOF LEVEL-OFFICE/RESIDENTIAL - HIGH 1/8" = i I -off 135'-1" T.O.STEEL B.O.STEI 128'-3" T.O.STEEL T.O.STEI 116'-0' B.O.STEI 100'-C FIN, R FRAMING ELEVATION APPARATUS BAYS AT GRID LINES "L" & "M" 1/4" = 1 _ � -_.. 144'-0" T.O.STEEL O CAP PLATE (,,) PL1x10x1'-1 -� 00 REF. 6/S1.16 I DO 0 � oo x -10 C> tiF X = O_ THRUWALL THIMBLE (� \ HSS10x8x3/8x1'-0 (10" VERT.) C/) FIELD VERIFY LENGTH = HSS12x8x3/8 CAP PLATE, O PL3/4x10x1'-6 U 00 X .10 No HSS12x8x3/$__- (c//)) A 115'-8" T.O.STEEL 00 CONT. ROOF FRAMING DECK EDGE L3x3x1/4, MITRE & WEL AT CORNERS, FIELD SET HSS12x8x3/8 _ 109'-6" T.O.STEEL (rl U 00 -10 No C� 1 21 CAP PLATE, PL1x12x1'-0, TYP. ON HSS10x10 COLS HSS6x3x1/4 PURLINS, TYP. REF. PLANS HSS112x8x3/8 III HSS12x8x3/8 VERT. SUPPORTS, TYP. i HSS6x4x1/4 L5x5x3/8 MASONRY RELIEF ANGLE, FIELD SET HSS12x8x3/8 1.16 VTYP. HSS12x8x3/8 CAP PLATE PL1x10x1'-1 REF. 6/S1.16 137'-1" T.O.STEEL 127'-0" T.O.STEEL I `- 100'-0" FIN. FLOOR" rRAMING ELEVATION - TOWER AT GRID LINE "3" 1/4" = 1'-0" 6 1.14 W12x40 ROOF BEAM 4" MITRE FRAME CORNERS AND WELD, TYP. II I HSS4x4x3/8 FRAME SUPPORTS, FLOOR TO BOTTOM OF W1200 II I I w OPEN 9 X 00 X 11" (3/8" PLATE BRICK RE IEF) I N_ I) I I " o I I I co mill I HSS4x4x3/8 FRAME SUPPO TS, FLOOR TO BOTTOM OF W12 40 r1 I HSS4x4x3/8 FLAME 2'-1" 2'-5" -1 PLAN - CHIMNEY BRICK REFLIEF C CL W12x40 ROOF BEAM 3/8" PL BRICK RELIEF, TYP. 6" t 5" t TYP. RELIEF T� CS AT HSS I _ _ 9'-0" A.F.FLR. ^ HSS4x4x3/8 FRAME SUPPORTS, FLOOR TO BOTTOM OF W12x40 EMBED TYPE BASE PLATE REF. 4/S1.15 --,� TYP. 4 II 41 d 02 ,SECTION -CHIMNEY BRICK REFLIEF 01 CL W12x40 ROOF BEAM 4" 2'-1" 2'-5" I 1 I 9'-0" A.F.F. HSS4x4x3/8 FRAME "' o Lu Mm 01 mm X O �c. 0 cn 0 I =� I FIN. FLR. EL SCHEMATIC - SIDE VIEW 9'-0" A.F.F. FIN. FLR. EL. FIN. FLR. EL. / r REF. -{ nP, mlltJ} ARCHITECTURAL \ L2 1/2x2 1/2x3/16" CONT. TYPICAL STEEL JOISTS, 4" SEATS DECK EDGE ANGLE ANCHOR UPPER WALL PLATES TO REF. PLANS FOR SIZES/SPACING BOTTOM OF ROOF DECK, REF. ARCHITECTURAL ANCHOR UPPER WALL PLATES TO FOR DETAILS ( BOTTOM OF ROOF DECK, REF. ARCHITECTURAL FOR DETAILS STEEL ROOF DECK, TYP. 12 135'-1" T.O. STEEL - TYPICAL EXTENDED BOTTOM CHORDS 2x4's 16" O.C.. RELIEF ANGLE SPACER HSS6x4x1/4xCONT. W/ 2-2x4 PLATES BOLTED W/ 1/2' DIA. STUDS, 32" O.C. - MASONRY RELIEF L5x5x3/8 FIELD SET TYP. RELIEF L'>-1 AT HSS 4 LOUVERS, REF. ARCHITECTURAL TYP. VERT. L'S>-3/. AT BEAMS MASONRY VENEER, REF. ARCHITECTURAL B.O. WINDOW 1/2" DIA. STUDS, 32" O.C. COORDINATE WITH WALL FRAMING, TYP. 1/2- SHEATHING, TYP. - a J REF. ARCHITECTURAL FOR ALL SUN SHADE DETAILS 2x4's AT 16" O.C. WALL FRMNG. 1/2" DIA. STUDS, 32" O.C. COORDINATE WITH WALL FRAMING, TYP. 116'-0" _ B.O. STEEL BEAM 1/2" PLATE AT OPENING - L5x5x3/8 VERT. ANGLES LET INTO BEAMS TOP & BOTTOM SET AT LOUVER ROUGH OPNGS. REF. FRAMING ELEVATION 2x4 FRAMING FOR INTERIOR FINISHES REF. ARCHITECTURAL FOR DTL.S T.O. STEEL -1/2" DIA. STUDS, 32" O.C. COORDINATE WITH WALL FRAMING, TYP. C TYP. LINTELS AT PL 134" 1'-3 3/4" 2'-7 3 4" (1/2" PLATE) I, 2'-5 5/8" (1/2" PLATE) 1'-4" 1'-3 3/8" 2'-7 3/8" (1/2" PLATE) APPARATUS BAY TYP. ALL PLATES AT BEAMS 2x4's AT 16" O.C. WALL FRMNG. REF. ARCHITECTURAL 1/2" DIA. STUDS, 32" O.C. LOCATE PER ARCHITECTURAL TYP. L REF. ARCHITECTURAL y� L2 1/2x2 1/2x3/16" CONT. TYPICAL STEEL JOISTS, 4" SEATS DECK EDGE ANGLE ANCHOR UPPER WALL PLATES TO I REF. PLANS FOR SIZES/SPACING BOTTOM OF ROOF DECK, REF. ARCHITECTURAL ANCHOR UPPER WALL PLATES TO FOR DETAILS BOTTOM OF ROOF DECK, REF. ARCHITECTURAL FOR DETAILS STEEL ROOF DECK, TYP. TYPICAL EXTENDED 12 " TOP CHORDS, REF. PLANS_1 128 -3 _ T.O. STEEL 1/2" SHEATHING, TYP. - 2x4's 16" O.C.. RELIEF ANGLE SPACER HSS6x4x1/4xCONT. W/ 2-2x4 PLATES BOLTED W/ 1/2" DIA. STUDS, 32" O.C. - MASONRY RELIEF L5x5x3/8 FIELD SET TYP. RELIEF L'S 1/4 AT HSS LOUVERS, REF. ARCHITECTURAL HSS6x4x1/4xCONT. W/ 2-2x4 PLATES BOLTED W/ 1/2 DIA, STUDS, 32" O.C. MASONRY VENEER, REF. ARCHITECTURAL - SCHEMATIC -FRONT VIEW SECTION -CHIMNEY BRICK REFLIEF 2x4's AT 16" O.C. WALL FRMNG. TYP. VERT. L'S s 1s AT BEAMS 1/2" DIA. STUDS, 32" O.C. COORDINATE WITH WALL FRAMING, TYP. 116'-0" _ B.O. STEEL BEAM I zi 1-4" 1'-3 3/8" 1/2- PLATE AT OPENING � APPARATUS BAY 2x4's AT 16" O.C. WALL FRMNG. REF. ARCHITECTURAL L5x5x3/8 VERT. ANGLES LET INTO BEAMS TOP & BOTTOM SET AT LOUVER ROUGH OPNGS. REF. FRAMING ELEVATION 1/2" DIA. STUDS, 32" O.C. LOCATE PER ARCHITECTURAL 0 F Q 0 0 0 z Id cr- m L I.C) W ui 00 00 Z LLI � � ui z cn %0o ry Q U Z W L- W m �- O J W oozX Z m � n� O Q 1 W Z OU �WI-W CK U Of00 D NO Z 0 Of W�WN CL CD Of = U o W � J 00 F- W Fy N JO 0% 0 Of U v I X 0 _0 Q Qo Q � (n ,cam 0 Z W W CK- 0 L� W 0 u d U) 0 0 N 0 o >, cr O a U W n- cv it m Z Z 0 m Lj ~ >- z Q V w w O � IW- 0 a U u- S1.14 SET 16" LONG STUB COLUMN TO NEST INSIDE FOR STABILITY DURING CONSTRUCTION ---� BASE TYPE COLUMN PLATE SQ./CENTERED HSS6x6 12"x12"0/4" SQ./CENTERED HSS7x7 12"x12"x3/4" SQ./CENTERED HSS8x8 14"x14"0/4" SQ./CENTERED HSS10x10 16N16"x1" REC./CENTERED HSS12x16 18"x22"x1" REF. SCHEDULE Lu 01 W I I I W - -I PLAN — HSS COL. ci M ' DIA. ANCHOR BOLTS A307 MAT'L. HEADED ONLY) SECTION STD. COLUMN BASE PLATES J 0 W W wig REF. SCHEDULE PLAN — WF COL. ANCHOR BOLT TYPE BASE TYPE COLUMN PLATE REC./CENTERED W18x71 BUILT-UP 14"x22"x1" REC./CENTERED W30x173 BUILT-UP 22"x34"x1" COLUMN - FIELD SET AND WELD nLn 1 1/2" TYP SET 16" LONG STUB COLUMN TO NEST INSIDE FOR STABILITY DURING CONSTRUCTION i 1/2" THICK (REF. SCHEDULE) I EMBED PLATE W/ 1/2"x4" I " (� (� HEADED STUD ANCHORS, TYP. EA. COLUMN AS SHOWN 3/16 •,F FIN. FLR. EL. I EMBED PLATE, TYPICAL v' iI Ii ° v. 4 II'.4 I.I 4' �• 4. 4 4 . t COLUMN W L HSS4x4 8" 8" 4 4 a n EMBED TYPE BASE PLATES V CONNECTING PLATE, REF. SCHEDULE FOR SIZE TYP. BEAM - REF. PLANS (I FOR SIZES & CONFIGURATIONS 2 TO CL 3/4 DIA. A325 BOLTS (REF. SCEHD. FOR NUMBER) 4" ELEVATION CONNECTING PLATE, REF. SCHEDULE FOR SIZE TYP\ PLAN 1 SINGLE SHEAR PL CONN. "A" CL 3/4" DIA. A325 BOLTS (REF. TABLE FOR NO.) 1 /4 TYP.112 BEAM BOLTS "L" CONN. PL "T" WELD SIZE W8 2 6" 1/4" 3/16 W10 2 8" 1/4 3/16 W12 3 10" 3/8" 5/ 16" W14 4 12" 3/8" 5/16„ W16 4 14" 1/2 91 3/8„ W18,W21 5 16" 1 /2„ 3/8„ W24,W27 7 21 " 5/8" 3/8„ W30 8 24" 5/8„ 3/811 BEAM BOLTS "L" W8, W10 2 6" W12, W14 3 9" W16,W18 4 1'-0" W21 5 1'-3" W24 6 1'-6" W27, W30 7 1'-9" 2 - 000 /4"x" L" (REF. TABLE) (N.S. & F.S.) COPE BEAM FLANGES AS REQ'D. FRAMED BEAM CONN. "B" ELEVATION cn z w Q BEAM PLATE W24 PL3/4x10x1'-2" COLUMN CAP PL CONN. "C" W 0 cn N z � CL 3/4" DIA. A325 BOLTS (REF. TABLE FOR NO.) Q o COPE BOTTOM FLANGE AS REQ'D. N N 1 /4 TYP. CL HSS UP TO ROOF FRAMING, REF. PLANS Typ. C 1/2" ERECTION BOLTS (4) CONT. L 4x3x1/4" (LLV) MITRE AROUND COL. AND WELD FOR DECK SUPPORT, TYP. a 4 L HSS \ A 7" 7" 04 \_ 2" 2" M N 11 TI \ BASE PLATES FLOOR FRAMING BEAM, PL1/2x8x1-0" N REF. PLANS, TYP. W/ 4-1/2 DIA ERECTION BOLTS n STL. BEAM BASE PL NOTE: FINISH ALL WELDS AND INSPECT ON GROUND PRIOR TO LIFTING 1 BEAM SPLICE DETAIL 2 - 1­300 /4"x" L" (N.S. & F.S.) FRAMED BEAM CONNECTION "D" 6j TYPICAL FOR FRAMED BEAM CONNECTIONS N Z H 3 � z C C 3/4" DIA. A325 BOLTS o (REF. TABLE FOR NO.) z o Q N I � (REF. TABLE) (N.S. & F.S.) COPE BOTTOM FLANGE AS REQ'D. FRAMED BEAM CONNECTION "E" CL STRUCTURE BEAM BOLTS »L» CONN. PL "T" WELD SIZE W8 2 6" 1/4" 3/16„ W10 2 8" 1 /4" 3/16" W12 3 10" 3/8„ 5/ 16" W14 4 12" 3/8» 1 5/ 16" W16 4 14" 1/2" 3/811 W18,W21 5 16" 1/2 3/8" W24,W27 7 21 of 5/8" 3/8" W30 8 24" 5/8" 3/8" FLANGE PLATE (REF TABLE) ERTABLE THREE SIDES BEAM SHEAR PLATE CONNECTOR WITH A325 BOLTS AT 3" SPACING (REF. TABLE) FLANGE PLATE (REF TABLE) ELEVATION COLUMN, REF. PLANS ' BEAM FLANGE PL'S FLANGE WELD SHEAR PLATE SHEAR PL WELD NO. OF BOLTS W10x19, W12x22 PL3/8x3x0'-3 1/4" PL1/440'-6" 3/16" 2 W10x22 PL3/8x5x0'-5 1/4 PL1 /4x4x0'-9" 3/16" 3 W12x26 PL3/8x6xO'-6 1/4" PL1/4x4x0'-9" 3/16" 3 W1430, W1601, W16x36 PL1 /2x5x0'-5 3/8" PL3/8x4x1'-O" 1/4" 4 W1800 PL1 /2x5xO'-5 3/8" PL3/8x4x1'-3" 1/4" 5 W18x50, W18x55 PL5/8x7xO'-7 3/8" PL1/2x4x1'-3" 3/8" 5 W21 x62 PL5/8x7x0'-7 3/8" PL1 /2x4x1'-6" 3/8" 6 W2484, W27x114 PL3/4x8xO'-8 1/2" PL5/8x4x1'4" 3/8" 7 W30x90 PL1 x9xO'-9 1/2 PL5/8x6x2'-0" 3/8" 8 CL HSS i COLUMN Te I FLEXIBLE MOM. CONN. "F" P. CL HSS BEAM, REF. PLANS 3/16 TYP. ERECTION L HSS BEAMS (REF PLANS) \__ INTERNAL ERECTION ANGLE L2x2x1/4xO-3" HSS COL.S (REF. PLAN) - -TYP. HSS FRAME/COL. CONN. "G" AMS 'TS, REF. PLANS YP. n O N m = ~¢ w o oC p V 4 Z 0 m" o N N � Z z � ¢ 00 m In 00 m N W W 0 =�mOfW O N d- O m to Lo 3 N �o¢W m = W Z m Z 0 cam Qg� (n uj �U")uo N W W `n 3 m uj L43 1/2x1/4" (LLV) CONTINUOUS DECK EDGE ANGLE 77 A._ TYP. DECK " ' 3 is EDGE L's 4" ONC. }` DECK, TYP. • yrn cn �r LLJ 0 v v QCD Z N• r•t u, :" .> ;: STEEL JOISTS & DECK, m Y REF. PLANS W > `, JOIST LEDGER BENT PLATE PL5/8x6x1'-3" CONT. (LLV) W/ W 2 ROWS OF 1" DIA. WA EPDXY ADHESIVE ANCHORS w/ 8" EMBED AT 12" O.C. (REQUIRES PLACEMENT IN BOND BEAM COURSE) m z z m a N W uicn CD cn Z N•' U L.7 m WALL SECTION & DETAIL CL W18x71 COLUMN (A572, GRADE 50) REF. PLANS L4x3x1 /4" (LLV) CONTINUOUS DECK EDGE ANGLE 4" CONC. DECK, 1 I I I j JL STEEL JOISTS & DECK, �- REF. PLANS LW10, W12 OR C12 BEAM (REF. PLANS) 1/4 nP' COPE BOTTOM FLANGE FOR L6x6 a, = L6x6x3/8x2'-9 (NS&FS) ATTACH TO CMU WALL z CD WITH 8 (4 EA. SIDE) - 1 " DIA. EPDXY ANCHORS MIN. 9" EMBED DEPTH AT 12" WALLS. cn WIO &CON W12 ANC W14To 12" CMU K. "H" L4x3x1/4" (LLV) CONTINUOUS DECK EDGE ANGLE 4" CONC. DECK, 1/4 O I 0 s z CD z �cn TYR STEEL JOISTS & DECK, REF. PLANS W24, W27 OR W30 BEAM (REF. PLANS) COPE BOTTOM FLANGE FOR L6x6 L6x6x3/8x4'-6 (NS&FS) ATTACH TO CMU WALL WITH 10 (5 EA. SIDE) - 1 " DIA. EPDXY ANCHORS (MIN. 9" EMBED DEPTH) W169W18, To 12" CMU CONN. "J" 3/4" PLATE (A572, GRADE 50) CONTINUOUS BETWEEN FLANGES -�TYP. FLANGE PLATES BUILT UP COLUMNS ELEVATION (REF. ARC N W O C.D aW CD z cn m m Y W 4= 1 J N 3 a mza 00 ma � W � CD O Lo m CL W30073 COLUMN (A572, GRADE 50) REF. PLANS v AT DOOR OPENINGS, EXTEND CONC DECK OVER TOP OF WALL 4" CONC. DECK, TYP. TYP. FLANGE PLATES 1 1/4" PLATE (A572, GRADE 50) CONTINUOUS BETWEEN FLANGES CL VERIFY DECK EDGE DIMENSIONS W/ ARCHITECTURAL & PROVIDE JOIST i REF. ARCHI. EXTENSIONS AS INDICATED CONCRETE TOPPING, TYP. REINFORCING STEEL, TYP. STEEL DECK, TYP. TOP OF CONC. DECK REF. ARCHITECTURAL a . a c I CL \-- STEEL BEAM ` INTERIOR BEAM LINE JOIST 17 REINFORCING STEEL, TYP. CONCRETE TOPPING, TOP OF CONC. DECKREF. ARCHITECTURAL TYP. STEEL DECK, TYP. STEEL JOISTS, REF. PLANS CL STEEL BEAM I INN TERI OR BEAM LI NE 1/2" THREADED STUDS AT 32" O.C. EXTEND THRU DECK AND WELDED TO STEEL BEAM(S) TYPICAL ALL FRAMING ANCHORS. REF. ARCHITECTURAL WALL FRMNG.— ELEVATION — (REF. ARCH.) d- VERIFY DECK EDGE DIMENSIONS REF. ARCHITECTURAL W/ ARCHITECTURAL & PROVIDE JOIST � ---- EXTENSIONS AS INDICATED REINFORCING STEEL & CONCRETE TOPPING I 3/ 16 P. STE L DECK (V L43 1 /2x1 /4" (LLV) CONTINUOUS DECK EDGE ANGLE D E C K EDD E STEEL JOIST i WALL SECTION & DETAIL O L,.. O z w Of O Q� m U) LLI LIJ � 00 Lo z W r-t; Q- O" r-o CD W 0 Q�� ><0% Li- Z I— ry H O co % (n � p <z of W z O Lu Q Iz J I— i U zn O Q aN� Wo �o H = O WNX' W U —1 co I'— N -j O U� X I- z O O Q Q0 Q (n U 1I � W W cl:� 0 � � 1 O U e O N O O (%) C 0i �Z :2 -5 CC N 0 G 0 Z 0-m � � ~ U LIJ G <C w O Q C� _fy U ILI.I. S1,15 r nrlF_C�L TYR 3/16 �~ CL 12 REF. PLANS 11 ADD HSS 2 1/2 x 1 1/2 x 1/8 2 BETWEEN OUTRIGGERS FOR STEEL DECK, TYP. TYP. JOISTS & DECK BEARING AT BEAM 3/1 s HSS2.5x2.5x5/16 FRAME L 2 1 2x2 1 2x3/16 CONT. DECK EDGE / / STEEL ROOF DECK DECK EDGE ANGLE _ " " ''•':M..:;; `::' L2 1/2x2 1/2x3/16" CONT. TYP. JOISTS & 3/16 2 in 24 :.; .Y..,., 3/1 s HSS2.5x2.5x5/16 FRAME TOWER ROOF BEAM HSS12x8x3/8, SLOPING o ¢ w REF. ARCHITECTURAL DETAILS � oLLj 0 FOR BEAM ENDS AT FASCIA L 5x3 1 /2x1 /4 CONT. N gyp' ¢ TYP. HSS TYPICAL OUTRIGGERS, JST.S m z -BEAMS & PURLINS REF. PLANS FOR SIZE �, z 2 L AND SPACINGCD m NSS10x4x3/g pU N W WO ROOF RLIN ( WF BEAM, REF. PLANS STEEL JOISTS, i Z L2 1/2x2 1/2x3/16xCONT. (SLOPING) GP1,gNS REF. PLANS '� ' 04 DECK EDGE AT H I G H ROOF ROOF DECK EDGE (� '} 3/1�.,-- lYP. REF• ARCH1TECiUR� STEEL DECK, TYP. REF. ARCHITECTURAL FOR DIMS 12 >`-1REF. ARCHITECTURAL FOR DIMS :.': •. ; `' 8'. 1-43 1/2x1/4xCONT. (SLOPING) 2 ANCHOR TO CMU BOND BEAM TYP. 3/16 TOWER ROOF BEAM 1/2x2 1/2x3/16" CONT. W/ 3/4" EXP. ANCHORS x 8" EMBED HSS12x8x3/8, SLOPING DECK EDGE ANGLE 12 L2 1/2x2 1/2x3/16" CONT. t...' AT 48 O.C. 1 4" SLOPED JOIST SEATS 1 DECK EDGE ANGLE — L2 1/2x2 1/2x3/16" CONT. � BY JOIST MFG. /��- ROOF AND DECK EDGE DECK EDGE ANGLE ---�" �---r p � � TYP. HSS REF. ARCHITECTURAL DETAILS BEAMS & PURLINS FOR BEAM ENDS AT FASCIA L HSS10x4x3/8 PUR�N EF. ROOF FRAMING PLANS DECK EDGE AT HIGH ROOF TYP. 3/ 16 — 1 L2 1/2x2 1/2x3/16 CONT.--j/ DECK EDGE ANGLE HSS5x3x1/4 OUTRIGGER, REF. FRAMING PLAN TYP. HSS BEAMS & PURLIN: DECK EDGE AT HIGH ROOF z WELDS FULL LENGTH OF PLATE BOTH SIDES OF SLOPING HSS12x8 WELDS FULL LENGTI OF PLATE BOTH SIC OF SLOPING HSS12 WELDS FULL LEN, OF PLATE BOTH ' OF SLOPING HSS TYP. HSS PURLINS a CL HSS12x8x3/8 BEAM (SLOPING) REF. ARCHITECTURAL loll REF. PLANS AT HIGH ROOF nTrn nrnv Tvn x4x3/8 PURLIN. RAMING PLAN CL HSS12x8x3/8 BEAM (SLOPING) REF. PLANS AT HIGH ROOF STEEL DECK, TYP. TOWER ROOF BEAM HSS12x8x3/8, SLOPING CAP PLATE, PL1x12x1'-0, CENTERED, TYP. ON HSS10x10 COL.S CL HSS10x10 COL.S EAM & COL.S AT HIGH ROOF TOWER ROOF BEAM HSS12x8x3/8, SLOPING PL1x8xO'-8, TYP. ON HSS10x10 COL.S EAM & COL.S AT HIGH ROOF F PURLINS HSS6x3x1/4, IG PLAN TOWER ROOF BEAM HSS12x8x3/8, SLOPING CAP PLATE, PL1x10x1'-1, CENTERED, TYP. ON HSS8x8 STRUTS STRUT PURLINS & COL.S AT HIGH ROOF TYP. HSS TOWER BEAM, REF. PLANS 1 JOISTS @ TOWER BEAM v REF. ARCHITECTURAL FOR DIMS lo gyp 1/8 REF. ARCHITECTURAL FOR DIM.S L2 1/2x2 1/2x3/16" CONT. L2 1/2x2 1/2x3/16" CONT. DECK EDGE ANGLE DECK EDGE ANGLE f 4" SLOPED JOIST SEATS BY JOIST MFG. �. HSS TOWER BEAM (SLOPING) REF. PLANS JOISTS @ TOWER BEAM STEEL ROOF DECK, TYP.- 12 1 �- CL BEAM (REF. PLANS) 3/16" BENT PLATE, CONT. WELD TO JOISTS FOR DECK SUPPORT �--- TOP OF STEEL (REF. PLANS) , 4" SLOPED JOIST SEATS BY JOIST MFG. STEEL JOIST, REF: PLANS. TYP. 9 1-1f L5x5x3/8xCONT. MASONRY RELIEF FIELD SET ON HSS FRAME & WELD HSS6x4x1/4 RELIEF ANGLE SUPPORT FRAME, FIELD VERIFY DIMENSIONS VIEW AT MASONRY SUPPORT FRAME REF. ARCHITECTURAL FOR WALL FRAMING CL BEAM, REF. ARCHITECTURAL REF. PLANS L5x5x3/8xCONT. MASONRY RELIEF L2 1/2x2 1/20/16" CONT. DECK EDGE ANGLE Ll i TYP. 12 4" SLOPED JOIST — SEATS BY JOIST MFG. CL HSS TOWER ROOF BEAM, REF. PLANS 2.51<3 OUTRIGGERS, TYP. HSS2 1/2x2 1/2x3/16 SLEEPERS BETWEEN OUTRIGGERS, TYP. �— REF. PLANS / 12 L2 1/2x2 1/2x3/16" CONT. 1 DECK EDGE ANGLE 2"@12", TYP: SLEEPERS 12 HSS2.5x2.5x3/16 OUTRIGGERS TYP. FOR DECK BEARING. L2 1/2x2 1/2x3/16" CONT. DECK EDGE ANGLE TYP. C8x11.5 PURLIN, REF. PLANS HSS2.5x2.5x3/16 SLEEPERS BETWEEN OUTRIGGERS FOR DECK SUPPORT, TYP. C HSS12x6x3/8 n ROOF SECTION & DETAIL CL 1-3/4" DIA. A325 STEEL ROOF DECK, TYP. ERECTION BOLT 72"012", TYP. 12 OUTRIGGER 1 i i — COPE TOP FLANGE AS REQ'D. TYP. HSS OUTRIGGER AT EAVE, REF. PLANS FOR SIZE L2 1/2x2 1/20/16" CONT. r%rnv rnnr ♦►iro r HSS2.5x2.5x3/16 OUTRIGGER ON TOP 3/1 s TYP. OF C8 PURLINS, TYP. 4" SLOPED JOIST SEATS CL 12x26 BY JOIST MFG. C801.5 PURLIN, REF. PLANS CL HSS12x6x3/8 2 - L3x3x1/4xO'-4 (N.S. & F.S.) FRAMED CONNECTION TYPICAL CLIP CONNECTION ROOF SECTION & DETAIL TYPICAL 2x6 / FRAMED WALL &RSHEATHINGD \ CL W12x22 (SLOPING) REF. PLANS L5x5x3/8x CONT. (LLV) SLOPING TYP. JOISTS & BRICK RELIEF. FIELD SET, TYP. 3/16 HSS2.5x2.5x5/16 FRAME 1/4 L 2 1/2x2 1/2x3/16 CONT. DECK EDGE STEEL DECK TYP. 3/16 SLOPED ROOF FRAMING T'P• TYP>_3 16 SLOPING ( ) EDGE BEAM __... HSS TOWER ROOF TYP. HSS OUTRIGGER BEAM (SLOPING) REF. PLANS TYPICAL CLIP CONNECTION AT EAVE, REF. PLANS FOR SIZE j CL HSS COL., REF. PLANS Z2.51<3 OUTRIGGERS, OUTRIGGER OUTSIDE CORNER REF. PLANS STEEL JOISTS, L3x3x 1 /4XCONT. 3 (SLOPING) (SLOPING) REF. PLANS WELDED TO VERT. JL L5x5x3/8 1/2" THREADED STUDS AT 32" O.C. EXTEND THRU DECK AND REF. PLANS FOR DIMS WELDED TO STEEL BEAM(S) TYPICAL ALL FRAMING ANCHORS lo HSS2 1/2x2 1/2x3/16 2.51<3 OUTRIGGERS, TYP. REF. PLANS L2 1/2x2 1/2x3/16" CONT. SLEEPERS BETWEEN STOP DECK EDGE ANGLE &DECK DECK EDGE ANGLE OUTRIGGERS, TYP. AROUND VERT. L5x5x3/8. _ 12 1 L5x5x3/8 VERT. BRICK RELIEF SUPPORTS _ AT 5'-0" O.C. MAX SPACING. COPE LEGS TO FIT BEAM FLANGES AND WELD. FIELD SET, TYP. TYP. HSS OUTRIGGER AT EAVE, REF. PLANS FOR SIZE 1 /4 ROOF AND DECK EDGE AT J 1 18 �r-ems~ ._.. '6'K� ) \ p ' SV i TYP. HSS OUTRIGGER TYPICAL CLIP ~`f '•''~r"' AT EAVE, REF. PLANS FOR SIZE CONNECTION L W18x50 SLOPED ROOF (SLOPING) CL HSS COL., REF. PLANS FRAMING EDGE BEAM REF. PLANS Ir 2"012", TYP. SLEEPERS OUTRIGGER OUTSIDE CORNER 3/16 TYP. (fit L 2 1/2x2 1/2x3/16 CONT. DECK EDGE HSS2.5x2.5x3/16 SLEEPERS BETWEEN V--T— OUTRIGGERS FOR DECK SUPPORT, TYP. L2 1/2x2 1/2x3/16" CONT. DECK EDGE ANGLE MITRE &WELD DECK HSS2.5x2.5x3/18 SLEEPER, WELD TO EDGE ANGLES, TYP. HSS & DECK ANGLE 2.5K3 OUT RIGGERS, REF. PLAN MITRE & WELD DECK EDGE ANGLES, TYP. 3/161 TYPICAL 3/161 HSS SLEEPERS HSS2 FDECK 2.5x3/18 SLEE, WELD TO HSS ANGLE CMU WALL LINE OUT RIGGERS, WF BEAM, 1-43 1/2x1/4xCONT. (SLOPING) REF. PLAN REF. PLANS ANCHOR TO CMU BOND BEAM W/ 3/4" EXP. ANCHORS x 8" EMBED AT 48" O.C. FOR DWG. CLARITY, DECK & JOISTS OMITTED PLAN VIEW OUTRIGGER OUTSIDE CORNER V) w c�i� W N 0 w w u- 114'-0 ° F.FLR. Oe ° Y. A.' 4-%.0. n . ' n n rot' 74 113 -8 CL W12 OR W16 2ND FLR. FRAMING T.O.STEEL TYP. T&B FLANGES / TYP. JOISTS & OUTRIGGERS STEEL DECK (SLOPING) 2.51<3 OUTRIGGERS, REF. PLANS \_C8x11.5 PLiRLIN, REF. PLANS W/ HSS2.5x2.5x3/16 SLEEPER ROOF SECTION & DETAIL L5x5x3/8xCONT. (SLOPING) MASONRY RELIEF FIELD SET ON HSS FRAME & WELD - TYPT — IfigN\>fi].l 91"ai1»4I1la REF. FRMNG. ELEV.S HSS6x4x1/4 RELIEF ANGLE SUPPORT FRAME. REF. TOWER FRMNG. ELEV.S FOR LOCATIONS & CONFIGURATIONS. VERIFY DIMENSIONS W/ ARCHITECTURAL _ T.O.STEEL TYPICAL TOWER HORIZ. FRMNG. MEMBER, REF. FRMNG. ELEV.S FOR SIZES WR FRMNG. �ASONRY RELIEF GV 0 t- �r a v� cr z > w Of z 0 W It uj z W �� 0 �- n wz Q°`r' O O (n u- LLUU ILL z F- of I.- o' ci W W o%z ooNoa - of - W W Z WQ O W 5 T � 37 { O Q� Lu Lu I Q o vo I U or-, J co I- LLJm N 0 0" O U Oall \Cif U z v I oN o rn �- Z o J Q Of N m C 5 C� a }- m z Z U m Eli~� �- 9 z Q w w a Q _ ctf TYP. JOISTS & 3/1 s HSS2.5x2.5x5/16 FRAME L 2 1/2x2 1/2x3/16 CONT. DECK EDGE (14 W10 OR W16 (SLOPING & SKEWED) L5x5x3/8x CONT. (LLV) SLOPING BRICK RELIEF. FIELD SET, TYP. TYP. 2.51<3 STEEL JOIST, L3x3x1/4xCONT. (SLOPING) - REF. PLANS WELDED TO VERT. L5x5x3/8 & OUTRIGGERS 1/2" THREADED STUDS AT 32" O.C. EXTEND THRU DECK AND WELDED TO STEEL BEAM(S) TYPICAL ALL FRAMING ANCHORS STOP DECK EDGE ANGLE & DECK AROUND VERT. L5x5x3/8. L5x5x3/8 VERT. BRICK RELIEF SUPPORTS AT 5'-0" O.C. MAX SPACING. COPE LEGS TO FIT W24 FLANGES AND WELD. FIELD SET, TYP. YP. NT. TYPICAL EXTERIOR 2x6 WOOD FRAMED WALL & SHEATHING WN wcn u- J -on F.FLR. O d 1�2L T.O.STEEL W24 OR W14 2ND FLR. FRAMING o= w w TYP. T&B FLANGES co s 3/16 TYP. L2 1/2x2 1/2x3/16" CONT. DECK EDGE ANGLE 1 HSS6x4X1 /4 OUTRIGGER - % AT CMU CNR.S ON WALL EMBED PLATE "A", SEE DTL BELOW o ¢ w 'm m�zw m�zz 1:1 v mQ�Y 04 uj eo L Lo z mc�i� r 12" CMU WALL LINE BLOCKOUT CMU 3/16 WALLFOR HSS6x4 EMBED PLATE PLATE "B" TYP. AT EACH 2.51<3 OUTRIGGERS, 2.51<3 JOIST ON CMU WALL TYP. REF. PLANS __- - I I I, PICA 2 COURSE 11 CONTINUOU 2 BONDBA EA REINF. W/ # I I I I TOP & gOTfOM II II --+t- ELEVATION VIEW EMBED PLATE, TYP. FOR CMU WALL CNR.S AND INTERSECTIONS 2 - 3/4"x12" HSA /-1 - 1/2"x6" HSA _ 1 -3 s" EMBED PLATE "A" EMBED PLATE "B" PL3/8x7 1 /2x1'-3 PL3/8x6x0'-6 PLAN VIEW EMBED PL's ROOF AND DECK EDGE '•• MAI 0 ilmle m�� � w N U oa:zz m�¢M vwimww �LnC-Do ON U Q= W w 'n 3 m cn SECTION VIEW "A" W24 BEAM To 12" CMU o�W moo w m2 mE% m m LilU U�o z t1) N Q W 3m� W24x68 TYP. VERT. CMU REINF. CMU WALL ABOVE 113'-4" T.O.STEEL EMBED PLATE PL3/8x8x1'-4 — (PL3/8x8x0'-8 AT SIMILAR) W/ 2-1/2"DIA.x16" HSA 6-3" T.O.JOIST 114'-0" F.FLR. 113'-8" T.O.JOIST 100'-0" FIN. FLOOR'" L2 1/2x2 1/2x3/16xCONT. TYP. 3/ 16 P. L4x3x1/4xCONT. (SLOPING) ANCHOR TO CMU BOND BEAM W/ 3/4" EXP. ANCHORS x 8" EMBED AT 48" O.C. (- l /4 VERT. CMU RENF. 113'-4" T.O.STL 16 P. REF. ARCHITECTURAL �Zm o�Ad o uj = o a mom o a- w SECTION VIEW "A" TYP. L2 1/2x2 1/2x3/16xCONT. PLATE "B" TYP. AT EACH 2.51<3 JOIST ON CMU WALL TYPICAL 2 COURSE CONTINUOUS BOND BEAM. REINF. W/ 2-#5 BARS {n F =C o � � a 13 � aai V tO O Z 7- W Z O ry W Lo W -4 <t� Z W CL (!1 r- �) W Z U o Q�� Z W XUJ ujZ ry 0 Z0 C) O% Q Z OU Of rNI—W W W Q Q5u)\ Of W�WNLL 0of I- J � LIJ U � 000 I- N I � 0` 00 U X z z 0 0 QQ0Q (n o U� zW w w 0 U C3 Z W U a 0 N 0 0 U) g rn z v J ry N Q- a M Z Z m ~ w w Q Q cr- _ O Elf S1,17 EMBED PLATE PL3/8x11 1/2x1'-4 W/ 4-1/2"DIA.x16" HSA 1"a L7) f� D1,, �yE '__"� FRAMING ELEVATION - GRID LINE "F" 1/4" = 1'-0" _ 15'-7 1 /4" T.O.JOIST V IFY ARCHITECT r X X 00 00 00 00 U) Cam/) �r i FIN. FLOOR EL. 100'-0" 8'-0" MAX. SPACIN , TYPICAL NI L5x5x3/8 MASONRY RELIEF ANGLE, FIELD SET PER ARCHITECTURAL WIOx22 W18x50 SLOPING E 50 AlliTYP. AT HSS FRAME 8'-0" MAC SPACING, TYPICAL TYP. AT E 5 (C ORDI TE W/ WINDO S) q 1.18 1.18 W18x50 co SLOPING X r— X r- 1 1 Immi mil IW Q IM X Lo cn 2 10Is IOxi9 W18x50 SLOPING 0o 00 X X X X 'U)C/^� V /^ 1 Iw r rX X to X Lo V) En 1 2 ui 8E� i L5x5x3/8 MASONRY � RELIEF ANGLE, FIELD SET Ln 7 PER ARCHITECTURAL I i --W18x50 W18x50 X SLOPING -10 C/ w S 01 114'-0" F.FLR .,._ 113'-8" T.O.JOIST FRAMING ELEVATION - GRID LINE "E" 1/4" = 1'-0" j 133'-7 3/8" T.O.JST. (VERIFY ARCHITECT) 12 1 � 2x6 STUDS, 16" O.C. ' REF. ARCHITECTURAL i FOR WOOD FRAMING REF. ARCHITECTURAL REF. PLANS FOR DIM.S L2 1/2x2 1/2x3/16" CONT. DECK EDGE ANGLE 4" SLOPED JOIST SEATS BY JOIST MFG. Typ>__17- TYPICAL EXTENDED BOTTOM CHORDS FLANGE PLATE PL3/8xO'-3xCONT. FOR WOOD FRAMING PLATES 1/2" DIA. THREADED STUDS WELDED TO BEAM AT MAX. 32" O.C.. FASTEN PLATES WITH IYR NUTS AND WASHERS. i L5x5x3/8 CONTINUOUS %-- BRICK RELIEF. FIELD SET, TYP. L2 1/2x2 1/2x3/16" CONT. DECK EDGE ANGLE 12 .. 129'-4 7/8" T.O.JST. (VERIFY ARCHITECT) �----� 1 4" SLOPED JOIST SEATS BY JOIST MFG. FLANGE PLATE(S) TOP & BOT. PL3/8x0'-3xCONT. FOR WOOD FRAMING PLATE SUPPORT (WOOD PL'S OMITTED FOR DWG. CLARITY) REF. ARCHITECTURAL SECTIONS FOR WALL FRAMING DETAIL CONCRETE DECK & REINFORCING 126'-10" F.FLR. e• — --` :- STEEL DECK, TYP. STEEL JOISTS, REF. PLANS STEEL BEAM JL n ROOF AND DECK EDGE AT F Z 7Y TYPICAL FLANGE PL'S REF. ARCHITECTURAL ol REF. PLANS FOR DIM.S L2 1/2x2 1/2x3/16" CONT. 12 ( DECK EDGE ANGLE 1 4" SLOPED JOIST SEATS BY JOIST MFG. gyp• 126-3" T.O.JOIST _ _ (VERIFY ARCHITECT) TYPICAL EXTENDED BOTTOM CHORDS FLANGE PLATE PL3/8xO'-3xCONT. FOR WOOD FRAMING PLATES 1/2" DIA. THREADED STUDS WELDED TO BEAM AT MAX. 32" O.C.. FASTEN PLATES WITH NUTS AND WASHERS. 2x6 STUDS, 16" O.0 REF. ARCHITECTURAL FOR WOOD FRAMING REF. ARCHITECTURAL SECTIONS FOR WALL FRAMING DETAIL 115'-7 1 /4" T.O.JOIST Y VERIFY ARCHITECT 4" SLOPED JOIST SEATS BY JOIST MFG. FLANGE PLATE PL3/8x0'-3xCONT. FOR WOOD FRAMING PLATE SUPPORT CONCRETE DECK &REINFORCING (WOOD PL'S OMITTED FOR DWG. CLARITY) 114'-On FIN. FLR. { _._.. � . e . era •- ..� . ' d . ...a'd , e � e STEEL DECK, TYP STEEL JOISTS, `— REF. PLANS 'L �- STEEL BEAM ROOF AND DECK EDGE AT E L5x5x3/8 CONTINUOUS BRICK RELIEF. FIELD SET, TYP. L2.1/2x2 1/2x3/16" CONT. 12 DECK EDGE ANGLE 1 FLANGE PLATE PL3/8xO'-3xCONT. I FOR WOOD FRAMING PLATES I FOR DWG. CLARITY, WOOD FRAMING OMITTED I I I IYP. I XI NI I =I L5x5x3/8 CONTINUOUS _ III I BRICK RELIEF. FIELD SET, TYP. I - I I ( I HSS4x4x1/4XFIELD DETERMINE L2 1/2x2 1/2x3/16" CONT. DECK EDGE ANGLE i VIEW BETWEEN JOISTS OOF &DECK EDGE ATE & F T.O.STEEL T.O.STE 2-L3) W/ 2• HSS BEAM HANGER D WELD TO PLATE SS BEAM x fin) HSS BEAM TO W BEAM C W12x40 ROOF BEAM REF. ARCHITECTURAL OPNG. IN DECK FOR 12 1/2x2 1/2x3/16" COW. CHIMNEY, REF. ARCHITECTURAL DECK EDGE ANGLE 4" SLOPED JOIST SEATS np 12 BY JOIST MFG. 2"@12", TYP. 1 REF. SLEEPERS ARCHITECTURAL HSS2.5x2.5x3/16 OUTRIGGERS TYP. FOR DECK BEARING. L4x4x1/4" CONT. DECK EDGE ANGLE AND HSS —/ SLEEPERS AROUND CHIMNEY OPNG. ON C8 JST.S �- TYPICAL C8x11.5 ROOF JOISTS HSS4x4x3/8 CHIMNEY BRICK FRAME SUPPORTS, Yj FLOOR TO BOTTOM OF W12x40 � ROOF SECTION & DETAIL P. U) It w W Z W � °� o I W z Q Lo CL' O LL X O� LL Z th I— O� O W o�o< O _ Z � �W~� W I Q ova' ry Q�ci��l j 0 (h W�LUN _ Q O OoL<-I Ul 000 (— ry ui N 00, m U O CrCIN X f— 0 0 Q u0 Q U� O Z W W CD � W 0 U C3 Z N u Q O N O w O J rn o >, U O W S - [Y_ N .� u v > 00 z m o 0 3; 7-1 3 IW- Q U W � 0 a Q o o U Of n LL S1,18 GENERAL PARTITION NOTES 1. MAINTAIN WALL PLANE *CONTINUITY IN THE EVENT OF WALL TYPE CHANGES. 2. LIGHT GAUGE FRAMING MAY BE SUBSTITUTED IN LIEU OF WOOD FRAMING. -F- 0 Al 0920.26 @ A2 BEHIND TILE @ A2 I 0920.28 @ A3 0920.28 0610.09 A 2 X I 4STUDS 016" O.C. (TO BOTTOM OF DECK OR SHEATHING) (1) LAYER GYPSUM BOARD EA. SIDE 2 X 4 STUDS @16" O.C. TO BOTTOM OF DECK OR SHEATHING) LAYERS GYPSUM BOARD PUBLIC SIDE 1 �1� LAYER 3/4- PLYWOOD UTIL. SIDE A 2 X 4 STUDS 016" O.C. (TO CLG JOISTS Z 3" ABOVE CEILING) (1) LAYER GYPSUM BOARD EA. SIDE W/ 3-1/2" SOUND ATTENUATION INSULATION 2 X 4 STUDS 016" O.C. TO BOTTOM OF DECK OR SHEATHING) L= (2) LAYERS GYPSUM BOARD EA. SIDE A 2 X 4 STUDS 016- O.C. (TO CLG JOISTS / 3" ABOVE CEILING) V--J(1) LAYER GYPSUM BOARD EA. SIDE 6 3/4" t`- t R 2 X 6 STUDS @ 16" O.C. (TO CLG JOIST / 3" ABOVE CEILING) MJ UM (1) LAYER GYPSUM BOARD EA. SIDE W/ SOUND BATT X 6 STUDS @ 16" O.C. (TO BOTTOM OF DECK OR SHEATHING) (2) LAYER GYPSUM BOARD EA. SIDE (2HR RATED) W/ SOUND BATT 2 X 6 STUDS @ 16" O.C. (TO CLG JOIST / 3" ABOVE CEILING) (1) LAYER HI IMPACT GYPSUM BOARD EA. SIDE (2HR RATED) W/ SOUND BATT ea 2 X 6 STUDS 0 16" O.C. (TO BOTTOM OF DECK OR SHEATHING) (2) LAYER HI IMPACT GYPSUM BOARD EA. SIDE (2HR RATED) W/ SOUND BATT RE: PLAN 0920.34 0920.28 0980.02 0610.09 ,. 2 X 4 STUDS @ 16" O.C. (TO BOTTOM OF DECK) L'-j (1) LAYER GYPSUM BOARD 0 EA. SIDE W/ SOUND BATT 12" _CMU(TO B0170M OF DECK) 12" CMU (TO BOTTOM OF DECK - 2HR RATED) 2x4 FRAMING @ 16" O.C. & (1) LAYER GYPSUM PUBLIC SIDE A C D E Lo _I LV a=1 2/A3.4- KITCHEN 1 /A2.3 R T 120 123 123 122 1231 5/A3.4 PANTRY PANTRTJF:rPANTRW f ABOVE 6 1.7 4 2. L- - - - - - - - - - - - - - - - - - - - - ---- - - F-' I-7T 0 2/A2.3 A 1 /A3.7 N iO.C. STUDS 0 16" ( TO BOTTOM OF DECK) YPSU t (l -LAYERBOARD ®EACH SIDE PMT17M Wm loon, FLOOR PLAN 1 1/211 = 7-0" 1/811 = it -ON F- 21 Al. 2 A1.7 ABOVE 234A1.7 O.H. F.F. m 1WI-0ff = 33Z2-550- T F H T T J K L M N 0 p Q 2. 4 ,. I r ► I u, -ABOVE- -- - - - - - - - - - - - - -I --I--6 - -6f- - - - --- - - Al-4---- I--------- 7 !N 5/A1.3 01A M2. .4 2. IF rm /AQ t 101- -E I LIIEU- ENANT'S I CAPTAIN'S CO DINATOR %E I I C:FICE OFFICE OFFICE III FIRE MUSE im LOBBY 101B 1-1 -2- F -11-0- I . PU 1 3 01] ABOVE 27 .2 A6.2 7 A6.3 5 112 6 �Al-2 72 /Al.2 11 4/A3. 1A 7/A1.7 1 /A2- 35, =9 14- 3/A3.5 -'v - I i W 106 lu i--� SAL/WRITINGREPOOFFICE RT RAG 17- zoom COMM.1� 106 107 107 1 BAR I A6.2 1 1104Aj I ----------I I I �® { Al H. .23 1 12 A6.2 26 A6.224 -9-s - < > M AGE -il- COMM, ROOM A1.3 4�J 25 0 15 � 1 -- -f I �� / I 1 I 06 Y14- CORRISTR 2 &O A AI # .7 7 3/A3.1 I 2/A3.3 A R LOCK 133 3, A .2 .................... .131 358 _2LA1.7*P* ZMAT 1 -4 -1-4 -r_ - 5 - KB z:�-065-0 )RAGE 2. 4 1 1301 HOSE IR 2. IIl B 131 G POLE�, JO - -- - - - - - - -- 1 /A3.1 C r DD-1 Cj 15 LA461 Ki 0330.12 .33 .12 6 1 /A2.5 42. + 3A 3. 2 4/ _A3.2 21 Al. 22 A1.7 ABOVE I 36 ABOVE 23/A 1. i II I I a 30611 1 noOic ! 27A2.3 KEYNOTES mm" 0 - CONCRETE 0330.12 CONCRETE BOLLARD DIVISION 04 - MASONRY 0420.02 HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY 0420.18 12" CONCRETE MASONRY UNITS DIVISION 05 - METALS 0550.54 POLISHED BRASS SLIDING POLE WITH FOAM LANDING 0550.62 6MAT " PIPE BOLLARD. FILL WITH CONCRETE DIVISION WOOD, PLASTICS. & COMPOSITES 0610-09 2 X 4 WOOD STUDS AT 16" O.C. 0610.10 2 X 6 WOOD STUDS AT 16" O.C. 0610.38 3/4" PLYWOOD 0610.52 2 X 4 WOOD FRAMING DIVISION 09 - FINISHES 0920.26 5/8" CEMENTITIOUS BACKER BOARD 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.34 GYPSUM BOARD GUSSETS AT 16" O.C. 0980.02 2-1/2" SOUND ATTENUATION INSULATION 0980.03 3 1/2" SOUND ATTENUATION INSULATION DIVISION 11 - EQUIPMENT 1120.06 CLOTHES EXTRACTOR < 0 u- a %.0 < LLj C) C14 o ui F- < co Zoe �r < �z U ui 3: z u 0 0 a 0 GI 4.1 5 r 1 8- 4 PIAN DffAL PDO01 1rr = 1r_0,r r�� 18 PLAN DETAL PDO01 1rr Q 11_0r1 v PLAN DffAL .� PDO01 0610.52 0920.28 P1 0610.02 -' 0920.39 0610.36 L5 0640.50 _ 7 PLAN DM% PDO01 1rr = 1r_Orr z A C D E F G H i J K L M N O P Q 1 1/8n = 1._0n F.F. m IW-00 7o) RAN ixuE rioRlr+ rioRni KEYNOTES DIVISION 04 — MASONRY 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0440.07 STONE VENEER DIVISION 05 - METALS 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0550.54 POLISHED BRASS SLIDING POLE WITH FOAM LANDING MAT DIVISION 06 - WOOD. PLASTICS. & COMPOSITES 0610.02 1 X WOOD BLOCKING 0610.05 1/2" EXTERIOR GRADE PLYWOOD 0610.11 2 X 6 WOOD FRAMING 0610.36 1/2" PLYWOOD 0610.52 2 X 4 WOOD FRAMING 0640.50 PLASTIC LAMINATE PANEL DIVISION 07 - THERMAL & MOISTURE PROTECTION 0720.01 3 1/2" BATT INSULATION 0720.02 6 1 /4" BATT INSULATION 0725.03 PLASTIC FILM AIR BARRIER 0740.03 PREFINISHED METAL WALL / SOFFIT PANEL WITH REVEALS 0790.01 SEALANT WITH BACKER ROD AS REQUIRED DIVISION 08 - OPENINGS 0840.01 ALUMINUM STOREFRONT DIVISION 09 - FINISHES 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.39 1/2" WIDE PRE -MANUFACTURED CONTINUOUS ALUMINUM REVEAL TRIM - DIVISION 10 - SPECIALTIES 1020.12 WALL AND CORNER GUARDS DIVISION 22 - PLUMBING (RE: PLUMBING) 2230.09 EXHAUST DUCT FROM DRYER � N r J N U- 3 Q m V � o O N } oo O O H z < Vuj w U KEYNOTES 4 f MAIN RO LIM � • i i PLAN DETA�. PDO01CON PLM BP001 ift 13/A1. _ r+ I I I -----------I -------- {----- �..i I i I i / I 1130.05 I 2240.06 - 11 I 1130.09 <( > A6.1 2240.05 1 - - 1130.12 - 17 1130.05 1130.13 I i Im x__ A 12o I I I - 81 As.1>18 KITCHEN 2 0 7 I I I I I 19 7 A1.3 - - - - - A6.1 - - 6 I 1130.02 - I 0640.38 I I A6.1 B A6.1 B A6.1 B P INTR I I P TR� I P TR 123 I I 122 I I 121 B � 1 I 11 A1.3 I I MMIGM PLAN BP001 4 1/4" = 1'-0" Q Q F . PLAN eDoo1 1 1" = 1'-0" PRA-L T G H I I I I L_- .-----I---- I I I I I I 1 A2.3 3/A3.4 MECH SPACE 3- I I I I I I 0 � FLOOR PLAN (RD FL.W1 1 1/8" = 1'-0" I I I � I I i I I � 30 N p�j U � I 0550.41 0990.03 I F.F. - 126'-V E 1020.41 2240.24 2210.06 1020.28 2240.01 1020.23 2210.06 -T020E-41- 1020.38 2240.25 1020.35 J K L M N 0 P Q Poo <1 M I I I I N I I I 1 I I 2 3 - - - - - - - 4 4 4.1 \ I I 5 \ P / I 6 I - ,B I I\ I \ 4/A3.5 I I \ 1 A2.3 w _ .. O.H< > BATHROOM D rA_� 209 5 A6.2 O.H. 0 6 - 14 1 A2.5 1 2. 16 � D BP0014�j PLAN NMTH NMTM 7 PLAN DETI L PDO01 BAMIGIDPLAN 9P001 KM BP001 1„ = 1,_0„ 6 1J4„ = 1'-0" 5 1/4„ = 11_0„ E 0920.28 - n 0610.36 I 0610.36 OF 0740.03 - 0610.52 , 36 2 LAYERS 3B 2 LAYERS 0725.03 H I i 0510.03 6. 1'-80640.50 6. 1'-L8" 0640.50 0920.28 1020.12 0610.38 0610.38 0610.05 I o -I 0610.11 L5 2 LAYERS L5 2 LAYERS 0720.01 _ _,. ... I I - - - - - 0510.03 0510.03 0610.09 i fit .11 , 0720.02 4" 8" - 0 0920.38 0720.02 _ - - - 3C 0920.38 3C I 0550.65 00 . - - - - - - - rj 1 3A 3A 0790.01 0840.08 0440.07 6 L4 L4 1 10.03 CAASEMENT 0420.01 0610.10 _ i 1(� WC WC - - 0920.28 $ ----- 0720.02 ..:..... • .. - � WINDO - 0610.52 . - - - - - I 0510.03 0920.28 �, 0920.28 1 -2 00 I I 920.28 0610.52 0720.02 0720.02 0610.52 0610.52 0920.28 0610.01 0920.28 1020.12 ' 0610.52 ' - O 0510.03 0510.03 0790.01 0920.28 0920.35 _...... 0610.52 0720.02 is 0920.28 1020.12 0725.03 0610.11 0610.05 Ej 1020.12 i i 0420.01 i bffAL PLAN U PDO01 PUS �AL PDO01 PLAN ffAL PD001 PLAN Df A�. PD001 PLOW W r PD001 PL CUAL PDO01 PD001 %� 15 „ c 13 1" = 1'-0" 121= 11I" = ln= V 1,_0„ 1" _ - = 1 1 0 11-011 DIVISION 04 - MASONRY 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0440.07 STONE VENEER DIVISION 05 - METALS 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0550.41 1 1/4" STANDARD STEEL PIPE GUARDRAIL (3'-6" HIGH 0550.65 METAL FASTENER DIVISION 06 - WOOD, PLASTICS, & WMPOS17M 0610.01 SHIM AS REQUIRED 0610.03 2X WOOD BLOCKING 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0610.09 2 X 4 WOOD STUDS AT 16" O.C. 0610.10 2 X 6 WOOD STUDS AT 16" O.C. 0610.11 2 X 6 WOOD FRAMING 0610.34 1/4" PLYWOOD 0610.36 1 /2" PLYWOOD 0610.38 3/4" PLYWOOD 0610.52 2 X 4 WOOD FRAMING 0640.38 PLASTIC LAMINATE SHELF 0640.50 PLASTIC LAMINATE PANEL DIVISION 07 - THERMAL do MOISTURE PR07ECMON 0720.01 3 1 /2" BATT INSULATION 0720.02 6 1/4" BATT INSULATION 0725.03 PLASTIC FILM AIR BARRIER 0740.03 PREFINISHED METAL WALL / SOFFIT PANEL WITH REVEALS 0790.01 SEALANT WITH BACKER ROD AS REQUIRED DIVISION 08 - OPENINGS 0840.08 ALUMINUM STOREFRONT OPERABLE WINDOW DIVISION 09 - FINISHES 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.35 CORNER BEAD, TYPICAL 0920.38 PRE -MANUFACTURED CONTINUOUS ALUMINUM "F" REVEAL MOLDING 0990.03 POWDER COATING DIVISION 10 - SPECIALIZES 1020.12 WALL AND CORNER GUARDS 1020.16 STAINLESS STEEL 1 1 /2" DIAMETER GRAB BAR (36" LONG) 1020.17 STAINLESS STEEL 1 1 /2" DIAMETER GRAB BAR (42" LONG) 1020.20 SOAP DISPENSER (SURFACE -MOUNTED) 1020.23 STAINLESS STEEL SEMI -RECESSED TOILET PAPER DISPENSER 1020.28 STAINLESS STEEL SANITARY NAPKIN DISPOSAL (SEMI -RECESSED) 1020.30 STAINLESS STEEL SEMI -RECESSED PAPER TOWEL DISPENSER / TRASH RECEPTACLE 1020.35 ROBE / TOWEL HOOK 1020.38 STAINLESS STEEL SHOWER CURTAIN ROD WITH VINYL CURTAIN AND HOOKS. 1020.41 WALL MOUNTED TOWEL BAR 1020.48 STAINLESS STEEL SEMI -RECESSED PAPER TOWEL DISPENSER DIVISION 11 - EQUIPMENT 1130.02 REFRIGERATOR 1130.05 DISHWASHER 1130,09 GAS RANGE 1130.12 RANGE HOOD 1130.13 UNDER -COUNTER ICE MAKER DIVISION 22 - PLUMBING (RE: PLUMBING) 2210.06 FLOOR DRAIN 2240.01 WATER CLOSET. ORIENT FLUSH VALVE TOWARDS ACCESSIBLE SPACE AT ACCESSIBLE STALLS / RESTROOMS 2240.03 WALL -HUNG LAVATORY WITH CARRIER 2240.05 STAINLESS STEEL UNDERMOUNT SINK 2240.06 STAINLESS STEEL DROP -IN SINK 2240.11 MOP SINK 2240.24 PORCELAIN SINK 2240.25 SHOWER VALVE fA N W of 2 Z U Q� 3 � N `- Jr �c Y V W o � r- o m � N � m m O Z � V V ui H W � 0 0 U 5- A1.3 K 0840.01 , 0790.0' 1020.12 777777, 0920.28 0610.52 -- 0920.28 0920.26 0470.14 0440.07 JIN STOP 0610.52 0510.03 0920.52 E 2 PLAN DET PDO01 i// = T_0// 1 1,_0» PLAN DET�---- PDO01 3iff = l'-o" El z s --acTI-M 0 ... 5 PLAN DUAL PD001 PIAN Dff�% I THIN STONE 6-PDOOt 1" = 1/_0/1 A KC D E F G H I J L M N 0 P Q And A" KEYNOTES DIVISION 04 - MASONRY 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0440.07 STONE VENEER 0470.14 MORTAR BED ON METAL LATH DIVISION 05 - METALS 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) DIVISION 06 - WOOD, PLASTICS, & COMPOSITES 0610.02 1X WOOD BLOCKING 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0610.06 5/8" EXTERIOR GRADE PLYWOOD 0610.09 2 X 4 WOOD STUDS AT 16" O.C. 0610.10 2 X 6 WOOD STUDS AT 16" O.C. 0610.11 2 X 6 WOOD FRAMING 0610.52 2 X 4 WOOD FRAMING DIVISION 07 - THERMAL do MOISTURE PROTECTION 0720.02 6 1 /4" BATT INSULATION 0725.03 PLASTIC FILM AIR BARRIER 0790.01 SEALANT WITH BACKER ROD AS REQUIRED 0790.02 CAULKING DIVISION 08 - OPENINGS 0810.19 ALUMINUM CURTAINWALL FRAME 0840.01 ALUMINUM STOREFRONT DIVISION 09 - FINISHES 0920.23 ALUMINUM "F" REGLET 0920.26 5/8" CEMENTITIOUS BACKER BOARD 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.52 5/8" GYPSUM BOARD, MOISTURE RESISTANT (TYPE X) DIVISION 10 - SPECIALTIES 1020.12 WALL AND CORNER GUARDS run 3 '^ c w 0 � e-� N m m ZZ o Z o V u H< Q W 0 a In U CM14 7 PLAN D PDO01 D1MM% 1" = 1/_off • • 1 1/811 = 1/_0// 1 �V PLAN ME Naeni raRni Alo4 A C D E F G H I J K L M N 0 P Q KEYNOTES PLAN DffAL PDO01 1" = 1'-0" PLAN DUAL PD00111-011 iff 1" = 1'-0" O-' i (i D5- 16 U2221 1— - .v DIMENSION PLAN f1/8" = 1'-0" 7zj) PLAN TRUE NORTH NORTH DIVISION 04 - MASONRY 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0440.07 STONE VENEER 0470.14 MORTAR BED ON METAL LATH DIVISION 05 — METALS 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) DIVISION 06 — WOOD, PLASTICS, &COMPOSITES 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0610.06 5/8" EXTERIOR GRADE PLYWOOD 0610.11 2 X 6 WOOD FRAMING 0610.52 2 X 4 WOOD FRAMING DIVISION 07 — THERMAL & MOISTURE PR07E"ON 0720.01 3 1 /2" BATT INSULATION 0720.02 6 1 /4" BATT INSULATION 0725.03 PLASTIC FILM AIR BARRIER 0740.03 PREFINISHED METAL WALL / SOFFIT PANEL WITH REVEALS DIVISION OA — FINISHES 0920.26 5/8" CEMENTITIOUS BACKER BOARD 0920.28 5/8" GYPSUM BOARD (TYPE X) DIVISION 10 — SPECIALTIES 1020.12 WALL AND CORNER GUARDS 71� °- J N W Y U o < 3 <O } m w C a',v— CD N ui co Z coO " U V O Q 0 w 0 _ U w cL A C D E We] o 19 20 21 �- _ - - - - - - -- - - - - - - - i i i( i i i i III A C D E F G H 1 J K L M N 0 P Q - - 21 ZZ N U- Y v c cQ I> w c C m m Z uj U Lam. Q o o¢G a = U C a 1 PLAN 1/8" = 1'-0" MAN TRUE NORTH NORTH A1,66 E KEYNOTES 0420.01 }---- _ _ I DIVISION 03 - CONCRETE 0330.01 CONCRETE (RE: STRUCTURAL 0720.02) 0610.05 ' 1020.12 0920.28 0725.03 0610.10 0610.11 DIVISION 04 -MASONRY 2" 0840.01 0510.03 0420.03 4'0420.01 ADJUSTABLE FACE BBRICKASONRY WALL TIES AT 16" O.C.E.W. 0420.03 0920.28 0720.02 0420.10 4" CONCRETE MASONRY UNITS 0610.52 0920.28 0790.01 0920.28 0720.02 1020.12 0420.14 8" CONCRETE MASONRY UNITS I 0920 28 _ 0510.03 0610.11 206 0 52 12" CONCRETE MASONRY UNITS 0610.52 1020.12 0610.52 ( 0440.07 STONE VENEER 0920.28 0610.10 - _ R ON METAL LATH 03 0610.11 0510.03 I 13 047014 MORTAR BED 0610.11 I ..... .. :.............. ..................: RE: STRUCTURAL 0720.02 DIVISION 05 - METALS _ _ 20.28 051Q.03 I 2QLAYERS 2230.08 13 - 0510.02 STEEL COLUMN (RE: STRUCTURAL) {. 061 Q.52 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) co p92Q.30 , 1 1 0610.52 ( 0550.65 METAL FASTENER 9 - - - - - - - 0440.07 0550.68 PREFINISHED CONCEALED FASTENER METAL WALL T 0610.52 0610.11 0420.01 0440.07 0550.73 PREFINISHED ALUMINUM BRAKE METAL F OF :....... ............ HE 0920.28 0920.28 0420.01 2 LAYERS 0725.03 91 1 0725.03 DIVISION 00 - WOOD, PLASTICS,. & COMPOSITES I 0610.050610.03 ----- .. . 0610.05 BLOCKING .....:... ..... ....... 0610.05 1 /2," EXTERIOR GRADE PLYWOOD W I 0610.06 5/8" EXTERIOR GRADE PLYWOOD 0610.09 2 X 4 WOOD STUDS AT 16" O.C. _ 0610.10 2 X 6 WOOD STUDS AT 16" O.C. PLAN DETAL PLAN DETAL PLAN DETAIL PLAN DETAL PLAN DETAL PLAN DETAIL 0610.11 2 X 6 WOOD FRAMING PD001 PDO01 PDO01 PDO01 PD001 PD007 If ,_ a r, _ ,_ n n = ,_ a ,i _ r_ ,r2 n _ ,_ n a _ r_ n0610.13 2 X 10 WOOD FRAMING41 1 0 1- 1 0 1-1 0 10 0610.30 WOOD BLOCKING61=10 51 10 _- (� 0610.38 3/4 PLYWOOD 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) _ Q 0610.52 2 X 4 WOOD FRAMING DIVISION 07 - THERMAL & MOISTURE PROTECTION _ Q ( 0710.01 BITUMINOUS DAMPPROOFING MASTIC 0920.26 1020.12 0720.01 3 1/2" BATT INSULATION Q ( 0720.02 6 1 /4" BATT INSULATION 0440.07 0440.07 ... .....:.... ..... 0725.03 PLASTIC FILM AIR BARRIER vs THIN STONE 0725.03 0470.14 0740.03 PREFINISHED METAL WALL /SOFFIT PANEL WITH 0610.11 0920.28 REVEALS 0610.06 0610.05 0920.28 0610.11 0740.39 1 X6 FIBER REINFORCED CEMENTITIOUS TRIM 0725.03 0610.11 LAYERS 1 0790.01 SEALANT WITH BACKER ROD AS REQUIRED ' I ---------------- L N JOINT COVER `' 0420.01 ------- 0510.03 0610. 4 0790.01 0920.30 0610.52 0610.11 I - _ 0420.03 0510.03 2 LAYERS 2x6 FRAMING 0610.52 I � DIVISION 08 -OPENINGS 0 0420.03 0610.11 0 SIM. 0920 28 0510.03 0810.19 ALUMINUM CURTAINWALL FRAME 0920.38 0920.28 0610.52 0830.17 UPWARD -ACTING SECTIONAL DOOR 0720.02 0920.28 0610.38 ( 0830.18 UPWARD -ACTING SECTIONAL DOOR TRACK 1 0610.11 0420.18 PEA D1 2 LAYERS 1 0840.01 ALUMINUM STOREFRONT - - - - - - - 0880.22 1 1 /8" FIRE RATED GLASS, CLEAR, INSULATED -T 0790.01 0 SIM. 9 ........... . . ........ . 0610.52 0810.19 0840.01 0420.18 ( DIVISION 09 - FINISHES I 0 WALL BOARD - - - - - - - - - 9 0790.01 0880.22 :; TYPE D1 5/8" CE 0920.28 GYPSUM BOARD (TYPE 5 8" Y 0610.05 G ME BACKER Bj A 0920 26 NTITIOUS AC 0920.26 �- - - - - - - - - - 0420.01 0920.30 5/8" ABUSE RESISTANT GYPSUM BOARD 0610.11 I 0720.02 0920.32 2 LAYERS OF 3/8" GYPSUM BOARD 0470.14 0920 28 0920.38 PRE -MANUFACTURED CONTINUOUS ALUMINUM "F" 0440.07 THIN STONE o610.11 ( DIVISION 10E SPECIALTIES 0920.32 1020.12 WALL AND CORNER GUARDS DIVISION 21 - FIRE SUPPRESSION (RE: PLUMBING) i 2110.05 FIRE SPRINKLER PIPING DIVISION 22 - PLUMBING (RE: PLUMBING) 2230.08 EXHAUST DUCT FROM DRYER PLAN DETAL PLAN DETAL PD001 PLAN DETAL PD00, DETAIL PDO019 PLAN DETA�. PD001 PLAN DETAL PDO01 PLAN DETAI. PDO01 11 ,r = ,_ ,r JOPLAN 1„ = 11_0„ 1„ = 1,_O„ 8 1„ = 1,_O„ 7 1„ = 1r_0„ 131-10 121-10 1 10 K 0440.07 0720.02 L 0420.03 D p 0 90.01 ABOVE 1 07 001 F 0610.52 0440.0 ONE 0610.10 1 0725.03 OVERLAP 0720.02 _.....,....._. :.,.__._.... 0610.11 0610.05 MIN. 6" 0610.11 0610.11 0920.28 0420.01 0725.03 I 0920.28 0440.07 _ _ 0740.03 � - ' _ - 0920.28 0920.26 OVERLAP I 2 LAYERS O420.03 ' 0725.03 0610.52 0510.03 " 0920 38 0740.39 1 0610.11 1 MIN. 6 ABOVE �� 0470.14 0725.03 - 0830.18 20 A1.7 0510.03 0440.07 p 0610.0, 0610.30 0610.06 0420.03 - - -b 0720.02 ....... 0510.03 - - ... .... 0420.10 lit-- - - - -'- ABOVE 0420.03 0420.01 0610.52 0420.18 0610.11 0420.01 I Z 1 1 I� I o 0 rTT 21 1 5 I 1 1 _ I T - `O Q I ( I 0420.18 ( - - - - ----- 0420.18 I ( ( 0420.10 0420.010 - - - - - - 0920.28- N 0420.10 0510.03 0725.03 Z 0830.18 i 0420.01 OVERLAP 0610.52 _ MIN. 6" 0720.01 • _ _ __ ------ 0720.02 0740.39 0830.18� 0710.01 0510.03 0610.06 0830.17 0725.03 _ 0740.39 OVERLAP 0610.05 0830.17 MIN. 6 ( 0725.03 0420.01 0420.03 V PLAN DETAA�.. PLAN DETAa.. PLAN DETA�. " PD001 PLM DETAL PD001 PLM DETAIL PQ2 PDO01 PDO01 14 -0" Q „ _ ,_ „ 17 1„ = 1,-0,r 16 1r, = 1r_Or, 15 1r, = 1,_0,/ 18 1 - 1 0 1 G 0330.01 4 d a 0510.02 d 00 d d ° d ° d d. M 0440.07 ° 0790.08 0420.03 C 0610.09 L q O920. 88 0830.17 lO83017 - 0440.07 ABOVE _ ° a 16 19 1020.12 0740.39 BEYOND 0420.01 0420.01 . ° d � 0610.13 0830.18 0920.28 I 0610.05 a ° 0725.03 0830.17 0510.03 0420.18 0740.39 1 I 0610.05 0740.39 - 0440.07 0440.07 - - - - - - 0610.05 ( (' 0440.07 0420.01 0720.02 0420.01 0610.11 0710.01 0610.30 I 0725.03 0610.11 I (0 OVERLAP 2110.05 - 0420.01 OVERLAP 0420.10 ( I ( MIN. 6" 0610.11 i MIN. 6" 0510. 0725.03 - - ( 17 18 0420.010 - - 15 0510.02 0420.1C I _ _ 0 15 PLAN D PEN FOR J-BOX cn -t 0420.14 0710.01Q 0610.05 I 0420.14 I ( 0725.03 (y) I I OVERLAP M 19.1 rr = 1r-0/1 0510.03 ( I I OVERLAP MIN. 6" 0510.02 Y o 1 U 0 0610.03 I I 0725.03 0 990.01 V_ 18 �c-- -- __� -i ------ �___ -- -- -I 0550.68 0550.65 Q 0830.o 0550.73 1 WITH TAPE SEAL m N 0830.17 I TRIM I 0610.06 0740.39 _ - - - 16 - - - I 16 0420.03 9f , 0420.10 1 0510.02 0420.01 m 0° �Z 0420.01 1 0440.07 - - - - - - _ I u 0 H EDGE OF STUD Z Lu V 0420.01 w 0740.39 I \ ( Lu Q w 0 0830.17 1 0725.03 I Q Q U BEYOND 0610.05 \ / ' CL (0610.05)---- (0610.11 0920.2$ 0610.05 EDGE OF STUD PLAN DETA�. PD001 '�11`.AN DETAq. PD001 PLAN DUAL PD001 PLAN DETAIL PLAN DIM% ,J , rr PD001 PD001 r, _ r_ „ N _ ,_ „ _ 211 -1 0 2 311 -it-Off Ale7 241 -1 0 2�1�-1 0 ��1 -1 0 A LATFORM DOES NOT ENETRATE ROOF BELOW. E: STRUCTURAL. AINTAIN CLEARANCE FOR nnF nPAINAC:F 0740.01 0760.32 0760. 66 0 I 2 A1.9 (SIM.) C. °? lol c, NOTE: IF ADDITIONAL ROOF poll,¢ PENETRATIONS ARE NEEDED COORDINATE LOCATIONS W/ N ARCHITECT. F G H J 8 - 14 - 15 g16 18 - 19 g20 KEYNOTES DIVISION OS — METALS 0550.45 METAL GRATING DIVISION 07 — THERMAL do MOISTURE PROTECTION 0740.01 PREFINISHED METAL ROOFING SYSTEM 0760.06 PREFINISHED METAL DOWNSPOUT (4" X 4") 0760.32 6"X6" PREFINISHED METAL GUTTER DIVISION 22 — PLUMBING (RE: PLUMBING) 2210.01 PLUMBING VENT DIVISION 23 — HEATING. VENTILATING. & AIR—CONDITIONING (HVAC) (RE: MECHANICAL) 2330.01 HVAC DUCTWORK 2330.13 VEHICLE EXHAUST REMOVAL SYSTEM (RE: MECHANICAL) 05/06/U V) v J N u- � U o 3 Q 0 m >� ? ON 0 o H 0 co Z Q 0 V W U 0 O a U U U U U UU UU U U U U 1 ROOF PLAN � 8P001 / N Q 1/8/1= PLAN TRUE NORTH NORTH r 0720.02 0420.03 0440.07 KEYNOTES 0420.03 ® Sim. 0740.55 CAD SIM. 0725.02)60.36 5 DIVISION 03 - CONCRETE 0440.07 ( 0610.05 07 0710.05 0725.02 0610.07 0610.05 0420.01 0740.01 0770.02 0330.03 CONCRETE TOPPING SLAB (RE: STRUCTURAL) 0760.02 0760.02 07 0 0720.24 1 1 - o� 07�� 0330.26 ANCHOR BOLT 0510.04) 2 22 _ _ _ _ 21) DIVISION 04 - MASONRY 1 - 0420.01 1 0610.30 0740.01 0740.47 0740.01 Sol 0710.05 1 112 _ - - - - 0720.22 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0420.02 HORIZONTAL REINFORCING AT 16 O.C. VERTICALLY 0740.09 ( 0710.05 0740.05 0760.30 MAX 0610.07 _- - - - - - - 0610.03 » 1 0740.09 TURN UP WALL - - 0530.04 0420.03 4" FACE BRICK 0610.30 0740.12 - _ 0710.05 0770.02 •02 ( I 0740.05 0610.07 - - - - - - - - - - - - - - - - - - - - - - - - 0420.18 12" CONCRETE MASONRY UNITS 0710.05 0610.07 0760.03 _ - - - - 0520.01 .04 II TURN UP WALL ( 0720.22 - -- - 0420.25 THIN BRICK 0770.02 0740.21 0520.01 0440.07 STONE VENEER ® SIM. 0470.01 CAST STONE 07 2 - 1 IT 0610.03 0610.03 03 _ ® 0740.21 0720.22 0510.04 0470.05 CAST STONE SILL WITH DRIP o 0920.10 DIVISION 05 -METALS 04 - - - - 0530.04 0530.04 >.01 0520.01 0520.01 0530.04 0510.04 STEEL ANGLE (RE: STRUCTURAL) 9 z 4 1 �P 07 0760.13 0520.01 ING SYSTEM 0510.07 STEEL BEAM (RE: STRUCTURAL) 0740.31 0520.01 STEEL JOIST (RE: STRUCTURAL) OF 0920.10 0740.31 ® SIM• 0740.36 0530.01 METAL FLOOR DECK (RE: STRUCTURAL)/ern 0920.10 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0530.04 0530.04�- 0550.65 METAL FASTENER N CEILING SYSTEM TEM CEILING SYSTEM 0530.04 0550.68 PREFINISHED CONCEALED FASTENER METAL WALL -' 0510.04 PANELS W 0520.01 ►- 0760.13 DIVISION 06 - WOOD. PLASTICS, & COMPOSITES 0740.31 0610.03 2X WOOD BLOCKING 0610.04 2X PRESSURE TREATED WOOD BLOCKING 4e'P 0610.05 1 /2" EXTERIOR GRADE PLYWOOD a 0610.06 5/8" EXTERIOR GRADE PLYWOOD 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0610.09 2 X 4 WOOD STUDS AT 16" O.C. 0610.10 2 X 6 WOOD STUDS AT 16" O.C. ,a SAVE DETAL ME DETAIL RAKE DETAL SAVE DETAIL EAVE DETA�. 0610.3 2 X 6 WOOD FRAMING 0610.30 WOOD BLOCKING 5 RD001 RD0013 RD001 RD001 RD001 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) 1 1/2" = 1'-0" 4 1 1/2" = 1'-011 1 1/2" = 1'-0" 2 1 1/2" = 1'-0" 1 1/2" = 1'-0" 0720.22 0420.03 0610.52 2 X 4 WOOD FRAMING Q 0710.05 0740.47 0440.07 DIVISION 07 - THERMAL & MOISTURE PROTECTION 3 0 •- - 1 " 0610.07 12 0740.05 0760.02 0710.05 ROOFING UNDERLAYMENT 420.18 - MqX 0520.01 1 �- 0760.36 0720.02 6 1 /4" BATT INSULATION 0710.05 0740.09 0725.02 � 0740.01 0550.65 0720.22 RIGID INSULATION (R-30 MIN.) �. 0610-07 0740.01 0720.24 RIGID INSULATION 0420.02 _ 0760.30 _ - - 0610.03 0770.02 0725.02 SELF -ADHERING SHEET DAMPPROOFING 0760.02 0770.02 - - - 0610.030725.03 PLASTIC FILM AIR I I 0610.03 / 0740.05 0725.02 0740.01 0740.01 PREFINISHED METAL ROOFING SYSTEM 0760.03 / / ( 0760.36 0740.05 Z-CLOSURE BY PREFINISHED METAL ROOFING 0 0740.09 1 :. 0740.21 0740.21 / // / 0760.36 ( I 1 12 0740.05 MANUFACTURER 0510.04 0530.04 / 0710.05 0740.09 METAL REGLET W/ SEALANT & COUNTERFLASHING BY - 0520.01 / 12 I 1 6" TURN UP WALL PREFINISHED METAL ROOFING MANUFACTURER 740.01 1 Z- ($RR ING _ --� I A_C� / / 1 r 0610.07 0740.12 PREFINISHED METAL STANDING SEAM ROOFING 0760.13 // / ® 1 _ - - - 0740.21 FIBER REINFORCED CEMENTITIOUS FASCIA 710.05 : '�: :' 0720.22 0510.04 - 0920.10 // _ _ -- 0740.31 POP -RIVET 0920.10 // - - - 0530.04 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 610.07 0530.04 0740.31 0740.47 CONTINUOUS RAKE FLASHING BY PREFINISHED METAL CEILING SYSTEM 0510.04 / 0520.01 ROOFING MANUFACTURER 720.22 0760.13 0610.03 0510.04 0760.02 /j / 0740.55 FACTORY FORMED METAL CLOSURE BY STANDING SEAM 610.03 0740.31 ---- 0530.04 0740.09 // METAL ROOF MANUFACTURER 530.04 0740.36 CEILING SYSTEM 0760.02 THROUGH -WALL FLASHING 0740.36 --� 0725.02 z // 0760.03 PREFINISHED METAL GUTTER STAINED 0740.05 / 0760.13 PREFINISHED METAL FASCIA r / 0760.30 PREFINISHED EAVE TRIM 510.04 0760.36 PREFINISHED METAL FLASHING � v TURN UP WALL 0770.01 PREFINISHED METAL COPING SYSTEM 0740.01 0770.02 CONTINUOUS CLEAT 0770.19 PREFABRICATED METAL SPLASH PAN 0790.01 SEALANT WITH BACKER ROD AS REQUIRED RAKE DUAL EAVE DETAIL. RAKE DETALI. ROOF / WALL DETAL VENT Mn"rRATION DETAL DIVISION 09 - FINISHES RD001 a RD001 Q RD001 % RD001 RD001 0920.10 7/8" FURRING CHANNELS AT 16" O.C. lo 1 1/2" = 1'-0" J 1 1/2" _ -0" V 1 1/2" = 1'-0" 1 1/2" = 1' 1 1/2" = 1'-0" 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.28 0920.48 1-1/2" NON-STRUCTURAL METAL CHANNEL 0725.02 0720.22 0740.01 0420.03 ;; 0330.26 0960.01 FLOORING AS SCHEDULED 0710.05 - 0760.36 0420.03 1 0960.13 4" RESILIENT BASE 0770.19 �, ® 0710.05 RECESSED 0610.04 rn WRAP TO EDGE 0740.01 MAX 0610.07 1 o - 0610.05 0720.02 0960.13 DIVISION 13 -SPECIAL CONSTRUCTION Q Pool 0760.30 - - - - - - 0770.02 0610.05 0960.01 1330.22 CRICKET 0770.02 _ _ - 0610.03 0725•p2 ( 0330.03 1330.26 THROUGH -WALL FLASHING j 0760.03 0720.22 0760.02 1 a a 0530.01 0740.21 0530.04 0740.09 ( 0520.01 1 A3.6 0610.10 0610.03 I 0520.01 0740.05 0510.04 0530.04 0760.13 0610.03 (0610.05)---20 0520.01 0740.21 I 0510.07 FIRE RETARDANT 0740.01 0420.25 41.9 0510.07 0510.07 0710.05 0610.09 0920.10 0510.04 TURN UP WALL SLOPE 0530.04 0920.10 0610.07 CEILING SYSTEM 0530.04 0720.22 07 0.13 CEILING SYSTEM 0530.04 0760.13 0740.31 in 0740.31 - 0740.36 0520.01 0740.36 O O I 0610.52 0 5 -0 0920.28 N Z 21 1 EXHAUST SCE An RD004 �� D�� RD001 EAVE DETA�. RD001 � DETAL RD001 r � 14 1/2it = 1'-011 131 1/2" = 1'-0/1 121 1/2" = 1'-0if 11 1 1/2" = 1'-0" V 0720.22 0760.36 0740.55 0720.24 12 0710.05 0720.24 0740.01 0710.05 0710.05 21 811 0610.07 1 12 0710.05 12 0610.07 - 8" 0610.07 0740.01 MAX 2 2 �- _ - 0770.02 0740.47 0740.01 MAX _. - - 0760.30 8'1 0610.07 - - - _ - - - - - 0740.21 0740.05 0760.30 - - 0770.02 _ - - 0740.01 - _ _ 0710.05 0610.03 ------------- 0770.02 = _ 0760.03 - 0760.30 0610.07 0760.03 0740.21 0770.02 = - - 0530_01 0770.02 0520.01 0740.21 0610.03 0760.03 0520.01 0510.07 0610.03 0530.04 0740.21 - 0740.21 0530.04 0520.01 0610.03 0920.48 -FURRING 0740.31 (80p) 0520.01 0760.13 0720.24 0510.04 0760.13 0740,S1 05 00.04 - 0740.36 0760.13 0740.31 0510.07 0760.13 0510.07 0740.31 0610.44 0610.03 0740.36 0520.01 0530.04 0610.03 0530.04 0740.36 0920.10 0610.03 0530.04 CEILING SYSTEM 0740.36 CEILING SYSTEM 0510.04 0510.07 CEILING SYSTEM 0920.10 0530.04 0740.31 0920.10 0510.04 RE: CEILING 0510.04 0920.10 0740.36 cV) . QRAKE DETAIL EAVE DETAIL EAVE DETAIL EAVE DETAIL RD001 RD001 RD001 RD001 O V- 1 J 1 1/2" = 1'-0" �� 1 1/2" = 1'-0" 171 1/2" = 1'-0" 161 1/2" = 1'-0" o 0610.06 EAVE DETA�. RD001 3 Q O 4 0550.68 151 1/211 = 1'-0" 0725.03 m N 0470.05 , 0510.07 1 � 1 0770A1lt r O 0610.11 I 0725.02 11 6'-50. 11 > co 1330.26 0770.19 m Z 0720.02 0790.01 TO COPING Z U (0770.19 uj w_ TO COPING ¢ = O WEEP HOLE 0740.47 0740.09 0470.01 in 0 0 V 0740.01 0740.05 I 0610.05 0420.03 0710.05 ( _ - TURN UP WALL ( 0725.02 1330.22 - 0610.07 J 0760.02 0760.36 - 0720.22 0740.47 14 A1.9 0520.01 0725.02 A1.9 RAKE DETAA. UST SCMEEN RD004 EXHAUSTS REEN RD001 WALL DETAQ. RD004 23 1/2If = 1'-0„ 221/2it = 1'-On 21i/2i = 1'-0„ 20 1/2If = 1'-0„ USE OF COLOR NORTH FACADE AREA IN % OF OVERALL MATERIAL COLOR SQUARE FEET FACADE ACME BRICK KOKO BROWN 117 SFT 2.2% BANDING ACME BRICK AMERETTO 1193 SFT 23% STONE GUN BARREL 20%= 322 SFT 6.2% CLOUDY GREY 30%= 483 SFT 9.4% BEIGE/ GOLD 50%= 805 SFT 15.6% ARCHITECTURAL ANTHRA ZINC 820 SFT 15.9% METAL USE OF MATERIALS NORTH FACADE TOTAL SQUARE FOOTAGE OF NORTH FACADE = 5160 SFT AREA IN % OF MATERIAL SQUARE FEET OVERALL FACADE STONE 1610 31.2% BRICK 1310 25.4% ARCHITECTURAL 820 15.9% METAL CAST STONE 70 1.3% DOORS & 1351 26.2% WINDOWS USE OF COLOR EAST FACADE AREA IN % OF OVERALL MATERIAL COLOR SQUARE FEET FACADE ACME BRICK KOKO BROWN 86 SFT 1.5% BANDING ACME BRICK AMERETTO 990 SFT 17.6% STONE GUN BARREL 20%= 315 SFT 5.6% CLOUDY GREY 30%= 472 SFT 8.4% BEIGE/ GOLD 50%= 786 SFT 14% ARCHITECTURAL ANTHRA ZINC 587 SFT 10.4% METAL USE OF MATERIALS EAST FACADE TOTAL SQUARE FOOTAGE OF EAST FACADE = 5613 SFT AREA IN % OF MATERIAL SQUARE FEET OVERALL FACADE STONE 1573 28% BRICK 1075 19.1 % ARCHITECTURAL 587 10.4% METAL CAST STONE 40 0.7% DOORS & 2348 41.8% WINDOWS 901VA"nON EE001 1/8" = 11 -0" T.O. STEEL _�-- J,137'-6-6" I" B.O. WINDOW � 0 A3.6 NRE:4 132'-0" 0550.67 - B.O. BANDING E: STRUCTURAL _ J130'-0-O" Y B.O. BANDING r c;.0 r2"ix 107'-iuKt RE:4/A3.6 � B.O. WINDOW - - -�4 105-0-- - - - B.O. BANDING J,10�2'-8" _ Y B.O. WINDOW 0840.01 100_-0'_____ F.F. RE: 12/A3.3 TYPE B KEYNOTES DIVISION 03 - CONCRETE 0330.12 CONCRETE BOLLARD I I DIVISION 04 - MASONRY 0420.03 4" FACE BRICK 0440.07 STONE VENEER 0470.01 CAST STONE DIVISION 05 - METALS 0510.02 STEEL COLUMN (RE: STRUCTURAL) 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0550.50.. PRE -MANUFACTURED, PREFINISHED ALUMINUM PLATE COLUMN COVER 0550.67 METAL SUPPORT BRACKET 0550.68 PREFINISHED CONCEALED FASTENER METAL WALL 0510.07 PANELS ENCASED DIVISION 08 - WOOD. PLASTICS, do COMPOSITES I 0760.03 ( 0760.0E 0620.02 1 X HARDWOOD TRIM 126'-0-0", DIVISION 07 - THERMAL & MOISTURE PROTECTION � --- ---_- -- T.O. STEELY 0420.03 0740.01 PREFINISHED METAL ROOFING SYSTEM KOKO BROWN - 0740.09 METAL REGLET W/ SEALANT & COUNTERFLASHING BY 0840.01 0510.07 ENCASED 0740.21 FIBERNREINFORCEDLCEMEONTITIOIMANUFACTURER =0470.0 _j TYPE 61 0550.50 0760.03 PREFINISHED METAL GUTTER r 12 WRAP STEEL 0760.06 PREFINISHED METAL DOWNSPOUT (4" X 4") �1 0510.03 0760.13 PREFINISHED METAL FASCIA RE: STRUCTURAL 0760.32 6"X6" PREFINISHED METAL GUTTER 1132"_}L 0760.46 PREFINISHED DOWNSPOUT T.D. STE-`lEL � 0760.03 DIVISION 08 -OPENINGS 0810.04 HOLLOW METAL DOOR AND FRAME B.O. WINDOW 0810.12 METAL LOUVER 0840.01 ALUMINUM - STOREFRONT - - 5'-Opp0840.02 ALUMINUM STOREFRONT DOOR B.O. BANDING 0840.08 ALUMINUM STOREFRONT OPERABLE WINDOW - - - 2' -8" 0840.26 CUSTOM FABRICATED BREAK METAL COVER FINISH TO B.O. WINDOW T MATCH STOREFRONT 100'-0" DIVISION 10 - SPECIALTIES 1010.56 CUSTOM ALUMINUM SIGNAGE -- -- ----------------� 0760.0E 1070.01 CUSTOM SHADING DEVICE 0470.01 0470.01 DIVISION 28 - ELECTRICAL (RE: ELECTRICAL) TYPE I TYPE A 0440.07 2650.03 SURFACE -MOUNTED LIGHT FIXTURE 0840.01 2650.19 EXTERIOR LIGHT FIXTURE NORTH -ELEVATION E 001 1 1/8" = 1'-0" 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4.1 4 3 2 1 M D , N N D to ro 00. , M Q ► cp c� a a PO a a a I I I I N 0810.1 1010.5 N I ICO 510.07 RE: MECHANICA ( I -H ENCASED • LOUVE'V B.O. BANDING 1111 Ll IV C.O. FIXTURI� ■ • .v,J• ®� ®®®® Ell ro { 0840.26 0620.02 4�5d.6�7 E- STRUCTURAL Elm m- ' : • BANDING ml OL Am • ' e CI i I I �� i I �� i I '. ��.� ■® ®®®®■■I ���® �' !'?_� ����� Ia'■li B.O. WINDOW , 11 wi �0 F•F• _ NCASED F.F. 047'0.01 TYPE - --------------------p- --� ----�----- -- -� ---- -----� - -b - ----�- -------� -- - --� - - -- I I RE:12/A3.3 A bi 57 0620.02 2650.19 2650.19 0470.01 TYPE A RE: 5/A3.6 0440.07 0330.12 2650.19 1070.01 0330.12 RE: 9/A2.4 0510.07 0470.01 ENCASED 0760.06)0840.02 0470.01 TO UNDERGROUND �� 2650.19 18 C1.4 / 18 C1.4 / TYPE A 0760.0E 0330.12 TYPE B DETENTION 0840.01 80 LEARANCE 0760.0E 2 EAST EIL.EVATION 18/C1.4 EE001 1/8" = 1'-0" 8 CATION EE001 1/8" = 1'-0„ 0470.01 TYPE K 2650.19 0420.03 0440.07 0470.01 TYPE A 0330.12 18/C1.4 (SIM.) ©IOI© 0740.09 Kt:lL AJ..5 0550.67 -I ----- 0760.03 RE: STRUCTURAL 0510.07 ENCASED 0620.02 RE. 12 A3.3 0550.67 RE: STRUCTURAL 0760.4E 114'-0" -' B.O. BAND 112'-0" B.O. BANDING 109'-2" C.O. FIXTURE 0440.07 105'-0" 0330.12 B.O. BANDING 18/C1.4 (SIM.) 100'-0" 100'-0-0" F.F. F. F. ' I I I j --J-&. 7 CATION EE001 1/8" = 1'-0" RE: STRUCTURAL 4 122'-8„ I B.V. BANDING 120'-8" B.O. BANDING Y B.O. BANDING 4112' - 0- O" _ _ _ Y B.O. BAN -DING 109'-2" _ _ _ C.O. FIXTURE ,L 105'-0" 6 CATION EE001 ELEVATION EE001 1/8" = 1'-0" 5 1/8" = 1'-0" 5/C1.4 (SIM.) • • i ■9 � rl�r� rTYPE rlr ®�II�� • TYPE K A GllII . ":ii►atirJ �.-:■Irr1� i0ii�.Q� • : • • • : ' • • � ..r ram.■��■-:■:�:-i r� ails [oil . • • _ -xs�•� ����o;=a ■ . • : • • . \� _--------- 0" CLEARANCE 4 -- �ATION EE001 1/8" = 1'-0" 3 --- ELEVA"nON EE001 1/8" = 1'-011 NOTE 1. REFER TO SHEET A5.4 FOR CAST STONE TYPES AND DETAILS. 2. PROVIDE SELF -ADHERING SHEET AIR BARRIER BEHIND MASONRY ABOVE SPLASH LINE WHERE ELEVATIONS ARE SHADED. ELSEWHERE PROVIDE PLASTIC FILM AIR BARRIER OVER SHEATHING ON STUD WALLS BEHIND MASONRY. FACADE CALCULATIONS ARE FOR THE SOLE USE OF CITY OFFICIALS TO VERIFY THE COMPLIANCE OF ORDINANCE REQUIREMENTS. THE CALCULATIONS SHOWN REFLECT ONLY THE MATERIALS VISIBLE ON THE FOUR MAIN FACADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CALCULATION OF MATERIALS FOR COST ESTIMATING AND MATERIAL ORDERING PURPOSES. � N r- r- Q .j o 1 U o cQ -� co•C W �c O CD G N uj 0 �- m Z Q 0 COZ uj U w U ~ W O CL A291 REY ;AL 144 T.O. STEEL L 'f 138'-6" .I, Y.O. STEEL Y 137'-6" OL 0. WINDOW Y 135'-1-1"O T.O. STEEL Y 132'-0" ). BANDING Y 130'-0-01 ). BANDING Y 128'-3" T.O. STEEL 122'-8" ). BANDING Y 120'-8" ). BANDING Y 118'-4" �,- T.O. PLATE 114'-d" , , ). BANDING 112'-0" ). BANDING ,AL SOUTH ELEVATION 1 1/8= 1'-0/1 EEoo1 " USE OF COLOR SOUTH FACADE AREA IN % OF OVERALL MATERIAL COLOR SQUARE FEET FACADE ACME BRICK KOKO BROWN 197 SIFT 3.8% BANDING ACME BRICK AMERETTO 2275 SFT 43.8% STONE GUN BARREL 20%= 477 SIFT 9.2% CLOUDY GREY 30%= 716 SFT 13.8% BEIGE/ GOLD 50%= 1,193 SFT 23% ARCHITECTURAL ANTHRA ZINC 0 SFT 0% METAL PAINT- SW SMOKEHOUSE 69 SFT 1.3% USE OF MATERIALS SOUTH re FACADE TOTAL SQUARE FOOTAGE OF SOUTH FACADE = 5194 SIFT AREA IN % OF MATERIAL SQUARE FEET OVERALL FACADE STONE 2386 46% BRICK 2472 47.6% ARCHITECTURAL 0 0% METAL CAST STONE 64 1.2% DOORS & 272 5 2% WINDOWS ,L 103'-0-0' Y B.O. WINDOW 0840.0� 0420.03 - W �- `0810.04 80" CLEARANCE WEST ELEVATION EE001 3 1/811 = 1,_0„ A► 0470.01 0810.12 - TYPE B RE: MECHANICAL 0740.09 0420.03 0510.02 05m0840.01 0470.01 0550.50 ENTYPE K WRAP STEEL �--i 0760.03 0760.06 - 1 1� 2 0470.01 ¢ TYPE I„ 1 2 3 4 4.1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 4N QN ,to a a Q � � to � ► Q Q Q Q •- N .- 1-11 Pli N to 0530.04 CEILING SYSTEM 0440.07 0740.09 O'��4v011 0510.07 ENCASED 0740.09 --__ 0740.01 0760.32 0510.07 ENCASED 0420 03 KOKO BROWN T 40.07 117'-8" 0740.09 �\ B.O. WINDOW- ._ 0740.01 0740.09 -- 108'-6" B.O. WINDOW _ 107'-2" � I1 I I I I I 0470.05 • .• cm ' : • • _� U • IYII1��1�1� ICI=��■�I�1�I■N11 ®_ /�'I II�III II11_ - _ _ 1 __ •WINDOW � � ���R��.�I' :�1�~-� a ■ � �.� / ■sit �� ■�� e� �i��R ti� ��r. ■ _ I I• 19 20 21 22 � II ,--- 0740.01 /- 0510.07 ENCASED /- 0760.06 0470.01 TYPE K 0740.01 118'-3" B.O. LOU 0760.03 114-0" B.O. BANDING 2650.19 TAN -DING 'r ■ ��®�� ■ 4�IC�����■tom : 0760.06 B.O. BANDING :.. .. - . _ _ _ - - ------ -- - _ -. F. F. q 0810.19044 _. _ �100'-0" - - - -----�---- - ----- -------�-p -- -- -p--- - -- p-------�----- ---- ----�- -- �---------�- ---�-- -Y F F - - 0760.06 0440.07 0470.05 0840.02 0760.06 0760.06 0550.50 0760.06 0 40.07 WRAP STEEL 0440.07 0470.01 0510.03 0760.06 0330.12 0330.12 0330.12 - 0470.01 TYPE I 0550.50 0440.07 18/C1.4 18/C1.4 STRUCTURAL 7 18/C1.4 TYPE 1 0840.02 WRAP STEEL (SIM.) E: n7RnC�T�URAL (SIM.) 4 SOUTH ELEVATION EE001 WEST ,ELEVATION 1/8 - 10 FF001 _ /_ „ 2 1/8a = 1/_O/1 'tD cV 4 `- 2360.02 0550.49 RE: STRUCTURAL G 0760.36 10'- F 6 NORTH ELEVATION EE001 1/8" = 1'-0" KEYNOTES DIVISION 03 - CONCRETE 0330.12 CONCRETE BOLLARD DIVISION 04 - MASONRY 0420.03 4" FACE BRICK 0440.07 STONE VENEER 0470.01 CAST STONE 0470.05 CAST STONE SILL WITH DRIP DIVISION 05 - METALS 0510.02 STEEL COLUMN (RE: STRUCTURAL) 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0550.49 SUSPENDED METAL GRATING WORK PLATFORM 0550.50 PRE -MANUFACTURED, PREFINISHED ALUMINUM PLATE COLUMN COVER 0550.67 METAL SUPPORT BRACKET DIVISION 06 - WOOD, PLASTICS, & COMPOSITES 0620.02 1X HARDWOOD TRIM DIVISION 07 - THERMAL & MOISTURE PROTECTION 0740.01 PREFINISHED METAL ROOFING SYSTEM 0740.09 METAL REGLET W/ SEALANT & COUNTERFLASHING BY PREFINISHED METAL ROOFING MANUFACTURER 0760.03 PREFINISHED METAL GUTTER 0760.06 PREFINISHED METAL DOWNSPOUT (4" X 4") 0760.13 PREFINISHED METAL FASCIA 0760.32 6"X6" PREFINISHED METAL GUTTER 0760.36 PREFINISHED METAL FLASHING DIVISION 08 - OPENINGS 0810.04 HOLLOW METAL DOOR AND FRAME 0810.12 METAL LOUVER 0810.19 ALUMINUM CURTAINWALL FRAME 0840.01 ALUMINUM STOREFRONT 0840.02 ALUMINUM STOREFRONT DOOR 0880.02 1 /4" CLEAR GLASS, TEMPERED DIVISION 10 - SPECIALIZES 1070.01 CUSTOM SHADING DEVICE DIVISION 11 - EQUIPMENT 1130.12 RANGE HOOD DIVISION 23 - HEATING. VENTILATING, do AIR-CONDITIONING (HVAC) (RE: MECHANICAL) 2360.02 HVAC CONDENSING UNIT DIVISION 28 - ELECTRICAL (RE: ELECTRICAL) 2650.03 SURFACE -MOUNTED LIGHT FIXTURE 2650.19 EXTERIOR LIGHT FIXTURE NOTE 1. REFER TO SHEET A5.4 FOR CAST STONE TYPES AND DETAILS. 2. PROVIDE SELF -ADHERING SHEET AIR BARRIER BEHIND MASONRY ABOVE SPLASH LINE WHERE ELEVATIONS ARE SHADED. ELSEWHERE PROVIDE PLASTIC FILM AIR BARRIER OVER SHEATHING ON STUD WALLS BEHIND MASONRY. FACADE CALCULATIONS ARE FOR THE SOLE USE OF CITY OFFICIALS TO VERIFY THE COMPLIANCE OF ORDINANCE REQUIREMENTS. THE CALCULATIONS SHOWN REFLECT ONLY THE MATERIALS VISIBLE ON THE FOUR MAIN FACADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CALCULATION OF MATERIALS FOR COST ESTIMATING AND MATERIAL ORDERING PURPOSES. USE OF COLOR WEST FACADE AREA IN % OF OVERALL MATERIAL COLOR SQUARE FEET FACADE ACME BRICK KOKO BROWN 94 SFT 2.0% BANDING ACME BRICK AMERETTO 1995 SIFT 41.8% STONE GUN BARREL 20%= 253 SIFT 5.3% CLOUDY GREY 30%= 379 SFT 8.0% BEIGE/ GOLD 50%= 632 SFT 13.3% ARCHITECTURAL ANTHRA ZINC 0 SFT 0% METAL USE OF MATERIALS WEST FACADE TOTAL SQUARE FOOTAGE OF WEST FACADE = 4760 AREA IN % OF MATERIAL SQUARE FEET OVERALL FACADE STONE 1264 26.6% BRICK 2089 43.8% ARCHITECTURAL 0 0% METAL CAST STONE 42 0.9% DOORS & 1365 28.7% WINDOWS N W F of C%1 A�ua (lcl 3 N cig V Je- N LL: Y C7 0 Q w > o O m N >- ec coOZ Q r) Z ce 0 U :heUJ U 3: UJ U U w ce n. A2.2 4 144�'-0__ _ Y T.O. STEEL 126'-10" _ F.F. 114-0" -�FF --- 100_0 F.F. E I I I I 5 A3.4 O.H. BUWNG SECTION 0520.01 0920.28 � BSoo, 1/8" = 1'-0" TEEL Y 2BUMING SECTION BSoo, / . 1 8" = 1'-0" 15 �� � 11 14 16 17 18 19 20 21 22 3 BUDDING SECTION BSoo, 1/81T-0" KEYNOTES DIVISION 03 - CONCRETE 0330.03 CONCRETE TOPPING SLAB (RE: STRUCTURAL) 0330.12 CONCRETE BOLLARD DIVISION 04 - MASONRY 0420.03 4" FACE BRICK 0440.07 STONE VENEER 0470.01 CAST STONE DIVISION 05 - METALS 0510.02 STEEL COLUMN (RE: STRUCTURAL) 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0510.05 STEEL CHANNEL (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) 0530.01 METAL FLOOR DECK (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0550.41 1 1 /4" STANDARD STEEL PIPE GUARDRAIL (3'-6" HIGH) 0550.49 SUSPENDED METAL GRATING WORK PLATFORM 0550.54 POLISHED BRASS SLIDING POLE WITH FOAM LANDING 0550.67 METAL SUPPORT BRACKET DIVISION 06 - WOOD. PLASTICS. & COMPOSITES 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0610.11 2 X 6 WOOD FRAMING 0610.52 2 X 4 WOOD FRAMING 0640.18 ADJUSTABLE SHELVING DIVISION 07 - THERMAL & MOISTURE PROTECTION 0710.05 ROOFING UNDERLAYMENT 0720.24 RIGID INSULATION 0740.01 PREFINISHED METAL ROOFING SYSTEM 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 0760.06 PREFINISHED METAL DOWNSPOUT (4" X 4") 0760.32 6"X6" PREFINISHED METAL GUTTER DIVISION 08 - OPENINGS 0810.04 HOLLOW METAL DOOR AND FRAME 0810.08 SOLID .CORE WOOD DOOR 0830.17 UPWARD -ACTING SECTIONAL DOOR 0840.01 ALUMINUM STOREFRONT DIVISION 09 - FINISHES 0920.28 5/8" GYPSUM BOARD (TYPE X) 0930.12 FLUID -APPLIED, FABRIC -REINFORCED WATERPROOFING MEMBRANE 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X 2p) 0990.03 POWDER COATING DIVISION 10 - SPECIALTIES 1070.01 CUSTOM SHADING DEVICE DIVISION 11 - EQUIPMENT 1120.03 VENDING MACHINES (N.I.C.) DIVISION 23 - HEATING. VENTILATING. & AIR-CONDITIONING (HVAC) (RE: MECHANICAL) 2360.02 HVAC CONDENSING UNIT V) V_ o J < 3 wo Q -; V w o o ON O m N co z OO Lu Z L V V W Q LL n = V Q% 22 21 20 19 18 17 16 15 14 11 8 5 KEYNOTES DIVISION 04 - MASONRY i"� L1/8" = 1'-0" 12 10 0550.56 APPARATUS AYS 1070.01 0760.12 0610.03 0550.56 0510.06 0550.56 0790.01 0610.03 0550.56 0790.01 0550.55 0440.07 OL 114,-0" 0420.03 F.F. 0550.68 0725.03 0610.05 0610.44 0720.18 to ! I F VARIES Pm 4 SUNSHADE DETAL ... -�0810.04 0870.01 0550.36 0510.04 0420.18 i HSS 2.5X2.5X3/16 I i 1/2" DIA HSS 3X3X3/16 THRU-BOLTS -- 1 /2" DIA i i i i 0420.18 THRU-BOLTS --- 1 /4" STEEL PLATE i i I I ,, II HSS 2.5X2.5X3/16 1 /4" STEEL PLATE HSS 3X3X3/16 N U130 a -- - --- ---- - - - REM BL.E OVARAILING DETAL ID009 d REMOVABLE RAILING DETAIL ID009 5 1 1/2"=1'-0" 1 1/2"=1'-0" 14'-3" j 1 1010.56 i No. 00 I i� 118�'-9" . FIRE-DWAR 13 - 7" 3" ED003 SUNSHADE DETAIL ED003 SIGNAGE DETAIL ED003 111_T-011 8 1„_11-011f , 1/411=1,-0„ REMOVABLE RAILING ELEVATION ,D009 3 1/2"=1'-0„ 0420.03 4" FACE BRICK 0420.18 12" CONCRETE MASONRY UNITS 0440.07 STONE VENEER DIVISION 05 - METALS 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0510.06 STEEL LINTEL / PLATE (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) 0550.36 METAL STAIR NOSING FLUSH WITH CONCRETE 0550.41 1 1/4" STANDARD STEEL PIPE GUARDRAIL (3'-6" HIGH 0550.49 SUSPENDED METAL GRATING WORK PLATFORM 0550.55 METAL BRACKET 0550.56 STAINLESS STEEL BOLT 0550.59 STAINLESS STEEL RAILING 0550.68 PREFINISHED CONCEALED FASTENER METAL WALL PANELS 0570.13 DECORATIVE METAL MEDALLION DIVISION 00 - WOOD. PLASTICS. do COMPOSITES 0610.03 2X WOOD BLOCKING 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) 0640.18 ADJUSTABLE SHELVING DIVISION 07 - THERMAL do MOISTURE PROTECTION 0720.18 BATT INSULATION (R-30 ® ATTIC/CEILING) 0720.24 RIGID INSULATION 0725.03 PLASTIC FILM AIR BARRIER 0740.01 PREFINISHED METAL ROOFING SYSTEM 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 0760.12 PREFINISHED METAL CANOPY GUTTER / FASCIA 0790.01 SEALANT WITH BACKER ROD AS REQUIRED DIVISION 08 - OPENINGS 0810.04 HOLLOW METAL DOOR AND FRAME 0810.08 SOLID CORE WOOD DOOR 0810.12 METAL LOUVER 0840.01 ALUMINUM STOREFRONT 0870.01 METAL THRESHOLD. SET IN SEALANT DIVISION 09 - FINISHES 0930.12 FLUID -APPLIED, FABRIC -REINFORCED WATERPROOFING MEMBRANE 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X 2') 0990.03 POWDER COATING DIVISION 10 - SPECIALTIES 1010.55 INTERIOR ROOM SIGNAGE 1010.56 CUSTOM ALUMINUM SIGNAGE 1070.01 CUSTOM SHADING DEVICE DIVISION 11 - EQUIPMENT 1150.07 CEILING RECESSED MOTORIZED PROJECTION SCREEN. PROVIDE SUSPENSION SYSTEM & BRACING AS REQUIRED DIVISION 23 - HEATING. VENTILATING, do AIR-CONDITIONING (HVAC) (RE: MECHANICAL) 2330.04 EXHAUST FAN 2360.02 HVAC CONDENSING UNIT DIVISION 26 - ELECTRICAL (RE: ELECTRICAL) 2650.19 EXTERIOR LIGHT FIXTURE DIVISION 28 - ELECTRONIC SAFETY & SECURITY 2810.03 CARD READER V N W of ♦Y � 4 AoivaR "MCI0 rm wk 0 .0 ui um V V) V_ o J Y C7 0 Q w O o m N m m O o Lw�< Z o Y v V F- 0 0 rwu U O m A poo D o i o ool� o Qq Qlo H 1108'-6" B.O. WINDOW J105'--0" Y B.O. BANDING �100� _ F.F. NW11,6901"i DIVISION 05 — METALS 0510.07 STEEL BEAM (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0550.49 SUSPENDED METAL GRATING WORK PLATFORM 0550.59 STAINLESS STEEL RAILING 0570.13 DECORATIVE METAL MEDALLION DIVISION 07 — THERMAL do MOISTURE PROTECTION 0720.24 RIGID INSULATION DIVISION 10 — SPECIALTIES 1010.56 CUSTOM ALUMINUM SIGNAGE DIVISION 23 — HEATING. VENTILATING. & AIR—CONDITIONING (HVAC) (RE: MECHANICAL) 2360.02 HVAC CONDENSING UNIT --------p-----I-C:�g-6-----------p---------------p------c�3------ca------------ -------------- cj-C�3J-----CD--------C�j-td BULDING SECTIONS�S 1 1/8„ _ 15'-1" e e . 101. Qk N 0570.13 0 RE: 9/A6.3 CV partm Since•! cV 1 r� N COMPAISSION� ICF_ 0 0 AF-otus-- TIO SIGNAGE DETAq. 1/411 0 11_O11 Vf F V � S V 1 A flLl 3 H v- o Q -j 1 � V o 3 Q m W O O N o m ZwU < v d I-' 0 Q a W U a A295 KEYNOTES E 0310.05 VOID FORMS 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 0330.03 CONCRETE TOPPING SLAB (RE: STRUCTURAL) 0330.06 CONCRETE GRADE BEAM ON VOID FORMS (RE: STRUCTURAL) DIVISION 04 - MASONRY 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0420.02 HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY 0420.03 4" FACE BRICK 0420.14 8" CONCRETE MASONRY UNITS 0420.18 12" CONCRETE MASONRY UNITS 0420.23 CONCRETE MASONRY UNIT BOND BEAM 0420.24 VERTICAL REINFORCING IN CONCRETE MASONRY UNITS (RE: STRUCTURAL) 0440.07 STONE VENEER 0470.01 CAST STONE FT it .. -- � 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) 0530.01 METAL FLOOR DECK (RE: STRUCTURAL) 0530.02 1 1 /2" METAL DECK (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0530.05 ACOUSTICAL METAL DECK (RE: STRUCTURAL) 0550.40 1 1 /4" DIAMETER STANDARD STEEL PIPE HANDRAIL WITH 3/8" PLATE STEEL BRACKETS AT 5'-0" O.C. MAX. 0550.68 PREFINISHED CONCEALED FASTENER METAL WALL PANELS DIVISION 06 - WOOD, PLASTICS, & COMPOSITES 0610.03 2X WOOD BLOCKING 0610.04 2X PRESSURE TREATED WOOD BLOCKING 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0610.06 5/8" EXTERIOR GRADE PLYWOOD 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0610.09 2 X 4 WOOD STUDS AT 16" O.C. 0610.10 2 X 6 WOOD STUDS AT 16" O.C. 0610.11 2 X 6 WOOD FRAMING 0610.36 1 /2" PLYWOOD 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) 0620.02 1X HARDWOOD TRIM DIVISION 07 - THERMAL & MOISTURE PR07ECMON 0710.05 ROOFING UNDERLAYMENT 0720.01 3 1 /2" BATT INSULATION 0720.02 6 1 /4" BATT INSULATION 0720.22 RIGID INSULATION (R-30 MIN.) 0725.01 UNDERSLAB VAPOR BARRIER 0725.02 SELF -ADHERING SHEET DAMPPROOFING 0725.03 PLASTIC FILM AIR BARRIER 0740.01 PREFINISHED METAL ROOFING SYSTEM 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 0740.39 1 X6 FIBER REINFORCED CEMENTITIOUS TRIM 0760.01 THROUGH -WALL FLASHING (WITH WEEPS AT 2'-0" O.C.) AND MORTAR NET 0780.06 FIRE RESISTIVE JOINT SYSTEM DIVISION 08 - OPENINGS 0810.04 HOLLOW METAL DOOR AND FRAME 0840.01 ALUMINUM STOREFRONT DIVISION 09 - FlNISHES 0920.10 7/8" FURRING CHANNELS AT 16" O.C. 0920.28 5/8" GYPSUM BOARD (TYPE X) 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X 2') DIVISION 10 - SPECIALTIES 1070.01 CUSTOM SHADING DEVICE DIVISION 31 - EARTHWORK 3120.04 EARTH N F W vi x G=� ICI N N V r o C7 0 Q m W � O O N coO Z U U W -+ Q 0 g 0 _ U ce a 4 WALL SECTION ,soo, 1/2„ = 1'-U„ WALL SECTION WSoo, 3 1/211 = 1'-0" 2 WALL SECTION WSoo, 1/2" = 1'-0" 1 WALL SECTION WSoo, = 1/2" 1'-0" All KEYNOTES 4 WALL "N wsoo, 1/2" = 1'-0/1 O WALL SEC110N wsoo, 3 1/211 = 1'-O„ a zi a ° li a 0 0725.01 0330.06 0310.05 0920.28 0440.07 0725.03 0610.05 o72o.a2 0440.08 0405.02 0330.26 0610.04 0760.31 100'-0" F.F. 7760.01 3120.01 0360.03 a a a 0 2 WAIL SECTION wsoo, 1/2" = 1' 0330.02 0725.01 0330.06 0310.05 91NTAL DETAIL DETAIL ED001 Q ED001 ED001 1-1/2" = 1'-0/1 V 1-1/211, = -011 7 1-1/2„ = 11-011 TEM CE 1 WALL SECTION wsoo, 1/2" = 1'-0" 6 DETAIL ED001 DETAL EDoo, 1-1/2" = 1'-0" 5 1-1/2" = 1'-0" DIVISION 03 - CONCRETE 0310.05 VOID FORMS 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 0330.06 CONCRETE GRADE BEAM ON VOID FORMS (RE: STRUCTURAL) 0330.12 CONCRETE BOLLARD 0330.26 ANCHOR BOLT 0360.03 FILL WITH GROUT DIVISION 04 - MASONRY 0405.02 MORTAR NET 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0420.02 HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY 0420.03 4" FACE BRICK 0420.10 4" CONCRETE MASONRY UNITS 0420.18 12" CONCRETE MASONRY UNITS 0420.23 CONCRETE MASONRY UNIT BOND BEAM 0420.24 VERTICAL REINFORCING IN CONCRETE MASONRY UNITS (RE: STRUCTURAL) 0440.07 STONE VENEER 0440.08 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0470.01 CAST STONE DIVISION 05 - METALS 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0510.05 STEEL CHANNEL (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0530.05 ACOUSTICAL METAL DECK (RE: STRUCTURAL) 0540.11 2" STAINLESS STEEL Z-FURRING 0 16" O.C. 0550.80 1/2" STEEL PLATE (RE: STRUCTURAL) DIVISION 06 - WOOD. PLASTICS. &COMPOSITES 0610.03 2X WOOD BLOCKING 0610.04 2X PRESSURE TREATED WOOD BLOCKING 0610.05 1/2" EXTERIOR GRADE PLYWOOD 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0610.10 2 X 6 WOOD STUDS AT 16" O.C. 0610.11 2 X 6 WOOD FRAMING 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) DIVISION 07 - THERMAL & MOISTURE PROTECTION 0710.01 BITUMINOUS DAMPPROOFING MASTIC 0710.05 ROOFING UNDERLAYMENT 0720.02 6 1/4" BATT INSULATION 0720.22 RIGID INSULATION (R-30 MIN.) 0725.01 UNDERSLAB VAPOR BARRIER 0725.02 SELF -ADHERING SHEET DAMPPROOFING 0725.03 PLASTIC FILM AIR BARRIER 0740.01 PREFINISHED METAL ROOFING SYSTEM 0740.09 METAL REGLET W/ SEALANT & COUNTERFLASHING BY PREFINISHED METAL ROOFING MANUFACTURER 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 0740.39 1 X6 FIBER REINFORCED CEMENTITIOUS TRIM 0760.01 THROUGH -WALL FLASHING (WITH WEEPS AT 2'-0" O.C.) AND MORTAR NET 0760.31 SILL SEALER DIVISION 08 - OPENINGS 0830.18 UPWARD -ACTING SECTIONAL DOOR TRACK 0830.19 UPWARD -ACTING SECTIONAL DOOR MOTOR / HOUSING 0840.01 ALUMINUM STOREFRONT DIVISION 09 - FINISHES 0920.10 7/8" FURRING CHANNELS AT 16" O.C. 0920.28 5/8" GYPSUM BOARD (TYPE X) DIVISION 10 - SPECIALTIES 1010.56 CUSTOM ALUMINUM SIGNAGE 1070.01 CUSTOM SHADING DEVICE DIVISION 31 - EARTHWORK 3120.01 GRADE 3120.04 EARTH 3160.01 CONCRETE PIER (RE: STRUCTURAL) DIVISION 32 - EXTERIOR IMPROVEMENTS 3210.14 CONCRETE PAVING (RE: CIVIL) OWN N V) J 0 w O o C¢ m � � m Z Lu V � w � U W -, W O � � U a KEYNOTES ' w - 1070.01 123'-8" B.O. SHADING DEVICE WALL SECTION WSDD, 5 1/21f = 1'-0„ ­14 WASECU)IN U. WS001 1/2" = 1'-0" IVV IL. SIGNAGE DETAIL ARCHITECT TO PROVIDE NAMES DURING CONSTRUCTION 11 ED003 3/4" = 1'-0" COLOR TO BE SELECTED BY ARCHITECT 3 WALL SECTbN Wsoo, 1/2„ = 1,-0„ II J I 2 WALL SECTION W5001 1/2" = 1'-0" WAI 1 gFr-MN DIVISION 03 - CONCRETE 0310.05 VOID FORMS 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 0330.03 CONCRETE TOPPING SLAB (RE: STRUCTURAL) 0330.06 CONCRETE GRADE BEAM ON VOID FORMS (RE: STRUCTURAL) 0330.26 ANCHOR BOLT DIVISION 04 - MASONRY 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0420.02 HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY 0420.03 4" FACE BRICK 0420.18 12" CONCRETE MASONRY UNITS 0420.23 CONCRETE MASONRY UNIT BOND BEAM 0440.07 STONE VENEER DIVISION 05 - METALS 0510.02 STEEL COLUMN (RE: STRUCTURAL) 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) 0530.01 METAL FLOOR DECK (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0530.05 ACOUSTICAL METAL DECK (RE: STRUCTURAL) 0550.30 1 /4" STEEL PLATE 0550.55 METAL BRACKET 0550.56 STAINLESS STEEL BOLT 0550.67 METAL SUPPORT BRACKET 0550.78 STEEL TUBE (RE: STRUCTURAL). DIVISION 06 - WOOD. PLASTICS. &COMPOSITES 0610.01 SHIM AS REQUIRED 0610.03 2X WOOD BLOCKING 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0610.10 2 X 6_ WOOD STUDS AT 16" O.C. 0610.11 2 X 6 WOOD FRAMING 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) 0610.52 2 X 4 WOOD FRAMING 0620.02 1X HARDWOOD TRIM 0620.1.9 EXPOSED WOOD BRACKET DIVISION 07 - THERMAL do MOISTURE PROTECTION 0710.01 BITUMINOUS DAMPPROOFING MASTIC 0710.05 ROOFING UNDERLAYMENT 0720.02 6 1/4" BATT INSULATION 0720.22 RIGID INSULATION (R-30 MIN.) 0725.01 UNDERSLAB VAPOR BARRIER 0725.02 SELF -ADHERING SHEET DAMPPROOFING 0725.03 PLASTIC FILM AIR BARRIER 0740.01 PREFINISHED METAL ROOFING SYSTEM 0740.12 PREFINISHED METAL STANDING SEAM ROOFING 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 0740.39 1X6 FIBER REINFORCED CEMENTITIOUS TRIM 0790.01 SEALANT WITH BACKER ROD AS REQUIRED DIVISION 08 - OPENINGS 0810.04 HOLLOW METAL DOOR AND FRAME 0840.01 ALUMINUM STOREFRONT 0840.26 CUSTOM FABRICATED BREAK METAL COVER FINISH TO MATCH STOREFRONT DIVISION 08 - FINISHES 0920.10 7/8" FURRING CHANNELS AT 16" O.C. 0920.28 5/8" GYPSUM BOARD (TYPE X) 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X 2') 0990.04 PAINTED EXPOSED STRUCTURE AND DECK DIVISION 10 - SPECIALTIES 1010.56 CUSTOM ALUMINUM SIGNAGE 1070.01 CUSTOM SHADING DEVICE DIVISION 31 - EARTHWORK 3120.04 EARTH 3160.01 CONCRETE PIER (RE: STRUCTURAL) V) o Q -' N u: � v o 3 < < m C�C G O N cocc)o O z o 1-- W Q 0 w a = U o 0- 1COLUMN DETAL EDDD, SUNIAGE DETAq. ED003 Q COLUMN DETAq.. ED001 Q WACQT �� WS001 2 1-1/2" = 1'-0" lo 1-1/2" = 1'-0" J 1-1/2" = it-OffV 1-1/2" = 1'-0" 7 RACKET DETAIL ED001 1-1/2" = 1'-0" DETA 6 RACKUIL ED001 1-1/2„ = 110-0„ A33 KEYNOTES 114'-0" 2N D F.F. 113'-2" T.O. STE 129'-2' T.O. STEEL 3 WALL SECTION Woo 1/ 2„ 11_0„ 'll_�� Ilillll I I WALL SECTION wSool 5 1/21#1 = 11_011 WALL. SECWN 1 1/211 = 1,_0„ 4 A5.4 fi I T.O. SILL 0920.28 0610.10 0720.02 WALL SECTION 4 Wsoo, DIVISION 03 - CONCRETE 0310.05 VOID FORMS 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 0330.03 CONCRETE TOPPING SLAB (RE: STRUCTURAL) DIVISION 04 - MASONRY 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0420.03 4" FACE BRICK 0440.07 STONE VENEER 0470.01 CAST STONE DIVISION 05 - METALS 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0510.05 STEEL CHANNEL (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAQ 0520.01 STEEL JOIST (RE: STRUCTURAL) 0530.01 METAL FLOOR DECK (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0550.73 PREFINISHED ALUMINUM BRAKE METAL DIVISION 06 - WOOD, PLASTICS, & COMPOSITES 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0610.09 2 X 4 WOOD STUDS AT 16" O.C. 0610.10 2 X 6 WOOD STUDS AT 16" O.C. 0610.36 1 /2" PLYWOOD 0610.44 2X WOOD FRAMING (RE: STRUCTURAL). 0610.52 2 X 4 WOOD FRAMING 0640.03 PLASTIC LAMINATE VENEER BASE CABINETS WITH ADJUSTABLE SHELVES DIVISION 07 - THERMAL & MOISTURE PR07EC71ON 0710.05 ROOFING UNDERLAYMENT 0720.02 6 1 /4" BATT INSULATION 0720.22 RIGID INSULATION (R-30 MIN.) 0725.01 UNDERSLAB VAPOR BARRIER 0725.02 SELF -ADHERING SHEET DAMPPROOFING 0725.03 PLASTIC FILM AIR BARRIER 0740.01 PREFINISHED METAL ROOFING SYSTEM 0740.39 1 X6 FIBER REINFORCED CEMENTITIOUS TRIM 0760.06 PREFINISHED METAL DOWNSPOUT (4" X 4") DIVISION 08 - OPENINGS 0840.01 ALUMINUM STOREFRONT DIVISION 08 - FINISHES 0920.10 7/8" FURRING CHANNELS AT 16" O.C. 0920.28 5/8" GYPSUM BOARD (TYPE X) 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X 2') DIVISION 31 - EARTHWORK 3160.01 CONCRETE PIER (RE: STRUCTURAL) N cn V J o V o 3 Q 0� O m N O H 0 i_ m Z 0 CG L U us U O U uji O CL A394 �T 1/211 = 1/_011 148'-11" T.O. STEEL 0740.01 0710.05 0610.07 0720.22 0530.04 0520.01 IJo-iv T.O. STEEL 126'-10" MEZZANINE. )550.59 )330.03 )610.44 14'-0" ;ND F.F. J530.01 )510.07 D520.01 )920.28 D610.10 )610.29 )610.44 )920.28 0440.07 JIN STONE 0470.14 0610.44 0920.26 0610.10 0530.01)- 0520.01 0510.07 0610.44 0610.29 0790.01 0920.26 0920.28 0610.10 0810.04 9 j `- 0920.10 - 0530.04 CEILING SYSTEM 0510.04 0510.07 0610.10 - 0720.02� 0610.05 - 0420.01 0725.02 0440.07 0740.01 0710.05 0610.07 0720.22 0530.04 0520.01 0510.07 0610.36 0610.10 0330.03 0950.01 0920.28 T.O. STEEL 3120.04 III I I WALL SECTION ! WSW WALL SECTION it I 7'-3L j XS S,... 27 A5.3 -- 0740.01 0710.05 -- 0610.07 ^-C20.22 0520.01 0530.04 0920.1� 0530.04 CEILING SYSTEM - 1 I 79:-• • -o T.O. SILL 137'-1�� T.O. STEELY • =1\ B.O. ' ►!I�� LIN BARREL GREY • •B.O. BANDING . 0440, 07 JIN STONE 0470,14 0550.30 0510.07 0920.26 0610.44 112'-0" B.O. OPENING 0610.1� 0920.28 109'-6" T.O. STEEL - 0510.07 0610.44 0810.04 0330.02 0725.01 0310.05 0330.06 CEILING SYSTEM OL137'-8" -_ YYT.O. SILLn BEYOND 132'-0" : • e GUN BARREL GR 130'-0" 8.0. BANDINC B.O. OPENING 0440.07 GUN BARREL GR WALL 1 1/2" = 1'-0" KEYNOTES DIVISION 03 - CONCRETE 0310.05 VOID FORMS 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 0330.03 CONCRETE TOPPING SLAB (RE: STRUCTURAL) 0330.06 CONCRETE GRADE BEAM ON VOID FORMS (RE: STRUCTURAL) DIVISION 04 - MASONRY 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0440.07 STONE VENEER 0470.14 MORTAR BED ON METAL LATH DIVISION 05 - METALS 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) 0530.01 METAL FLOOR DECK (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0550.30 1 /4" STEEL PLATE 0550.59 STAINLESS STEEL RAILING 0550.67 METAL SUPPORT BRACKET DIVISION 06 - WOOD, PLASTICS, & COMPOSITES 0610.03 2X WOOD BLOCKING 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0610.10 2 X 6 WOOD STUDS AT 16" O.C. 0610.29 2X WOOD HEADER (RE: STRUCTURAL) 0610.34 1 /4" PLYWOOD 0610.36 1 /2" PLYWOOD 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) DIVISION 07 - THERMAL do MOISTURE PROTECTION 0710.05 ROOFING UNDERLAYMENT 0720.02 6 1 /4" BATT INSULATION 0720.22 RIGID INSULATION (R-30 MIN.) 0725.01 UNDERSLAB VAPOR BARRIER 0725.02 SELF -ADHERING SHEET DAMPPROOFING 0725.03 PLASTIC FILM AIR BARRIER 0740.01 PREFINISHED METAL ROOFING SYSTEM 0740.18 FIBER REINFORCED CEMENTITIOUS WALL PANEL 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 0790.01 SEALANT WITH BACKER ROD AS REQUIRED DIVISION 08 - OPENINGS 0810.04 HOLLOW METAL DOOR AND FRAME 0840.01 ALUMINUM STOREFRONT 0840.02 ALUMINUM STOREFRONT DOOR DIVISION 09 - FINISHES 0920.10 7/8" FURRING CHANNELS AT 16" O.C. 0920.26 5/8" CEMENTITIOUS BACKER BOARD 0920.28 5/8" GYPSUM BOARD (TYPE X) 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X 2') DIVISION 31 - EARTHWORK 3120.04 EARTH � N V) � OO Q J L1 �e (� O 3 W � O � 0 O coN co m Z Z Lu Y U U W Q 0 ce 0 _ U ce cL 0510.0zr 0620.0'9 12/A. 0550.5E 5 WALL SECTION WSoo, 1/2" = 1'-0„ STAINED 0740.01 0710.05 0610. Q7 0720.22 0520.01 0530.04 0920.10 0530.04 CEILING SYSTEM 0840.12 t 0740.09 0740.05 0740.01 0710.05 0610.07 Z-FURRIN (7,.) 0530.04 CEILING SYS 0510.04 I I 7 A5.3 7 A5.3 0810.19 0790.02 0610.01 0725.02 RAP BEA 0840.26 0510.07 0610.44 113'-2" .0. STEEL _ rlLrl 0330.06 I (� WALL SECTION wsoo, 1 1/2" = 1'-0" KEYNOTES DIVISION 03 - CONCRETE 0310.05 VOID FORMS 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 0330.06 CONCRETE GRADE BEAM ON VOID FORMS (RE: STRUCTURAL) DIVISION 04 - MASONRY 0405.02 MORTAR NET 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0420.03 4" FACE BRICK 0420.14 8" CONCRETE MASONRY UNITS 0420.25 THIN BRICK 0440.07 STONE VENEER 0440.08 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0470.01 CAST STONE 0470.06 CAST STONE CAP - PIN BOLT CONNECTIONS 0470.14 MORTAR BED ON METAL LATH DIVISION 05 - METALS 0510.02 STEEL COLUMN (RE: STRUCTURAL) 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0510.05 STEEL CHANNEL (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0550.56 STAINLESS STEEL BOLT 0550.67 METAL SUPPORT BRACKET 0550.73 PREFINISHED ALUMINUM BRAKE METAL 0550.80 1/2" STEEL PLATE (RE: STRUCTURAL) DIVISION 08 - WOOD, PLASTICS. &COMPOSITES 0610.01 SHIM AS REQUIRED 0610.03 2X WOOD BLOCKING 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0610.10 2 X 6 WOOD STUDS AT 16" O.C. 0610.11 2 X 6 WOOD FRAMING 0610.36 1 /2" PLYWOOD 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) 0620.02 1X HARDWOOD TRIM DIVISION 07 - THERMAL & MOISTURE PROTECTION 0710.05 ROOFING UNDERLAYMENT 0720.02 6 1/4" BATT INSULATION 0720.22 RIGID INSULATION (R-30 MIN.) 0725.01 UNDERSLAB VAPOR BARRIER 0725.02 SELF -ADHERING SHEET DAMPPROOFING 0725.03 PLASTIC FILM AIR BARRIER 0740.01 PREFINISHED METAL ROOFING SYSTEM 0740.05 Z-CLOSURE BY PREFINISHED METAL ROOFING MANUFACTURER 0740.09 METAL REGLET W/ SEALANT & COUNTERFLASHING BY PREFINISHED METAL ROOFING MANUFACTURER 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 0740.46 FIBER REINFORCED CEMENTITIOUS SOFFIT PANEL 0760.01 THROUGH -WALL FLASHING (WITH WEEPS AT 2'-0" O.C.) AND MORTAR NET 0760.06 PREFINISHED METAL DOWNSPOUT (4" X 4") 0770.01 PREFINISHED METAL COPING SYSTEM 0770.19 PREFABRICATED METAL SPLASH PAN 0790.01 SEALANT WITH BACKER ROD AS REQUIRED 0790.02 CAULKING . DIVISION 08 - OPENINGS 0810.19 ALUMINUM CURTAINWALL FRAME 0840.12 GLAZED ALUMINUM CURTAINWALL 0840.26 CUSTOM FABRICATED BREAK METAL COVER FINISH TO MATCH STOREFRONT DIVISION 09 - FINISHES 0920.03 3 5/8" METAL STUDS (20 GAUGE MINIMUM) AT 8" O.C. 0920.10 7/8" FURRING CHANNELS AT 16" O.C. 0920.26 5/8" CEMENTITIOUS BACKER BOARD 0920.28 5/8" GYPSUM BOARD (TYPE X) DIVISION 11 - EQUIPMENT 1130.10 OUTDOOR GAS GRILLE (OWNER PROVIDED CONTRACTOR INSTALLED) 1130.12 RANGE HOOD DIVISION 13 - SPECIAL CONSTRUCTION 1330.22 CRICKET DIVISION 23 - HEATING. VENTILATING, & AIR-CONDITIONING (HVAC) (RE: MECHANICAL) 2330.09 TYPE I STAINLESS STEEL KITCHEN VENTILATION HOOD WITH INTEGRAL FIRE SUPPRESSION SYSTEM 2330.12 STAINLESS STEEL SPLASH PANEL �< Q U w o o O m 5 N m Z Z L-u � U uu uj Q r) ce r) 2:W U m A3.6 FAUx SECTION Wsoo, d WALL SECTION WS003 6 3 WALL SECTION WSoo3 WALL SECTION - Wsoo, 2 1/2" = 1'-0" KEYNOTES 2 SECTION DETAAL _ WS003 3/4" = 1'-0" SECTION DETAL WS003 3 3/4" = 1'-011 WALL SECTION WS003 1 1/2" = 1'-0" DIVISION 03 - CONCRETE 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 0330.12 CONCRETE BOLLARD DIVISION 04 - MASONRY 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0440.07 STONE VENEER DIVISION 05 - METALS 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) DIVISION 06 - WOOD. PLASTICS. & COMPOSITES 0610.01 SHIM AS REQUIRED 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0610.10 2 X 6 WOOD STUDS AT 16" O.C. 0610.11 2 X 6 WOOD FRAMING 0610.29 2X WOOD HEADER (RE: STRUCTURAL) 0610.30 WOOD BLOCKING 0610.36 1 /2" PLYWOOD 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) DIVISION 07 - THERMAL & MOISTURE PROTECTION 0710.05 ROOFING UNDERLAYMENT 0720.02 6 1/4" BATT INSULATION 0720.22 RIGID INSULATION (R-30 MIN.) 0725.03 PLASTIC FILM AIR BARRIER 0740.01 PREFINISHED METAL ROOFING SYSTEM 0740.18 FIBER REINFORCED CEMENTITIOUS WALL PANEL 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 0740.39 1X6 FIBER REINFORCED CEMENTITIOUS TRIM 0760.01 THROUGH -WALL FLASHING (WITH WEEPS AT 2'-0" O.C.) AND MORTAR NET 0790.01 SEALANT WITH BACKER ROD AS REQUIRED 0790.02 CAULKING DIVISION 08 - OPENINGS 0810.12 METAL LOUVER 0830.18 UPWARD -ACTING SECTIONAL DOOR TRACK 0840.03 .060 ALUMINUM SILL WITH HEMMED AND CLOSED ENDS 0840.05 CONTINUOUS ALUMINUM SILL FLASHING. SET IN SEALANT DIVISION 09 - FINISHES 0920.28 5/8" GYPSUM BOARD (TYPE X) DIVISION 10 - SPECIALTIES 1070.01 CUSTOM SHADING DEVICE � cn N �- J N ti �L U O Q m W O `- N � 0 >- m m d OZ Lu V H< 0 Q 0 W U O aa.. GUARDRAIL 0�20_02� x 0550.59 C 1 0990.03 I � 0570.03 SYSTEM 0920.28 10 v HAMM d DETAL ID006 '1" 3/4" = 1'-0" 1" 0520.01 - 0510.07 \� INTERMEDIATE LANDING STRUCTURE BY STAIR FABRICATOR 6 STAIR DETAIL ,DDD6 3/4„ _ 11_011 4'-4" 4'-0" CLEAR OPENING 12/A4.1 0830.23 - 3'-6" 17 < :• ':c=si:.h'� F•: ` K.Sd _ %� ;j:i ci '.:Sri airy �?x'.Sp�t` y✓!'r.+c`•. ,•.`'>ir1. e:a:=YtF2'S:rr:�:tit, �,'rrt;.• •i,'.r r' a rr�•.�r i ...a`cc.�;;>=�. tv*::.f:. ' 'd ;+�.; � >r3. w'.'�:.p�'!!i ,t i,. �:'tl.�i t'• i;.: .�.�r�W\t� �;��f•`.S ,,...v�xi, 4;•,w.... �.,; _:a4 .,i 0620.02 0550.59 0990.03 0570.03 0920.28 0550.30 3 HANDM DETAL ID006 3/4/1= 1'-0" " NOSING, TYP. 0550.28 0550.41 0960.14 \ 0550.28 0550.26 \ 0550.36 0550.28 1 0550.26 0550.02 __ L 0960.14 0330.02 d.. 5 STAR DETAIL ID006 3/4" = 1'-0" • loME POLE DETAIL ID006 3/4" = 1'-0" • • • 11-91 12-c 0920.35 t-,LIJ CLEAR OPENING R ora FE POLE DETAIL ID006 12 3/4" = 1'-0" 0550.42 0550.43 0550.41 0550.28 0550.26 0960.14 i HAMM D_ TAB. ID006 3/4" = 1'-0" PW DETAIL 3/4= 1ID006 " - 1'-0" 18 STAR SECTION BPOO 00 I UP 0 I 0 5'-011 d- _Z _Z _Z _ _ _ _ _z _z Nuatm-1111 STAR PLAN 19 ORD FLOOR) BP00, 1/4" = 1'-0" 9 TYPE A SECT�N (STAR #1) STAIR SECTION (STAR #1) STAR S D 2 1/4" = 1'-0" 7 1 1/4" = 1'-0" ' J 1 A1.9 00 0740.01 4 A1.9 0710.05 - 138'-6" T.O. STEEL 0610.07 � 0530.04 9 _0 Ir 9 -0 CEILING SYSTEM 0510.07 - 0510.04 042 .03 0550.68 0920.28 9'- 2" 042 .03 0510.07 2 LAYERS 10 EQUAL TREADS @ 11" EA. RECE SED 0520.01 0520.01 0950.01 0610.10 0610.09 420.02 a' 725.02 1 A1.9cn 0920.28 0 0610.10 420.03 ' 0.H' 2 LAYERS 1!� Z 0520.01 0510.07 126'-10" Ll `v MEZZANINE F.F. 530.05 126'-3-1 2" _ CEI ING SYSTE T.O. STEEL A4. _ 420.18 0330.03 L L _, in N 10 -0 L_ ;�y" I I 0725.03 0530.01 j /� _ _ "(0� iQ - ------ 0520.01 i 6 .1 0 a-- 0720.02 0510.07 i i 0. w w 0950.01 0610.10 -- 0840.01--'- cn cn 020.28 ---- 2 LAYERS u _ - - - - 0420.03 NOSING, TYP. D _j co _j - - - _ RECESSED 0920.28 0 U ¢ Z) - - - - A5.4 2 LAYERS o Z � - - - - 114'-0" 114'-0" I - - - - B.O. BANDINGf 2ND F.F. T.O. STEEL 0330.03 ` - 20 - L_� w 0550.41 _ B.O. BAN IN 0530.01 - ' - , o o 0550.82 0725.03 0520.01 10 -0 5'-6" L L_� i� Q 0550.28 0420.01 0510.07 ' - 0550.26 9 _0 2 EQUAL 6 A .1 0610.05 0950.01 550..1 0920.28 0610.10 Ilk 550.82 - c" 2 LAYERS 0720.02 \ 7 -2 055_0. 8 0- - - -_ 470.01 550.26 4'-6 V) - - - - _ TYPE A � CAP LANDNG y o o _� - - - - B.O. BANDINGT 1" STAIR i I NOSING, TYP. r` a _ _ _ _ 0440.07 / ---- 6 A3.2 3210.09 - - - - 1�1100'-0" / - - - - - 100'-0" F. F. F.F. U � o.H. STAR SECTION 02) 11 EQUAL TREADS C� 11" EA. "J STAR SECTION 02) wsnn� 0 1/4" = 1'-0" AR PLAN 02) ENL AR(M S (2W FLOOR) 1/4" = 1'-0" A 1 7 A. M P LAN02) 1135 _Z 1/4" = T-0" ENLAR(M AM _Rpool UND FLOOR) 5(1/14ST 1FLOOR) 141/4 1 PLAN 01) ENL (W STAR PLAN 01) 13 (1ST FLOOR) W..Q 1/4" = 1r-0" KEYNOTES DIVISION 03 -CONCRETE 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 0330.03 CONCRETE TOPPING SLAB (RE: STRUCTURAL) DIVISION 04 - MASONRY 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0420.02 HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY 0420.03 4" FACE BRICK 0420.18 12" CONCRETE MASONRY UNITS 0440.07 STONE VENEER 0470.01 CAST STONE DIVISION 05 - METALS 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) 0530.01 METAL FLOOR DECK (RE: STRUCTURAL) 0530.04 METAL ROOF DECK (RE: STRUCTURAL) 0530.05 ACOUSTICAL METAL DECK (RE: STRUCTURAL) 0550.02 3" X 3" X 1/4" STEEL ANGLE 0550.26 METAL PAN STAIR. FILL WITH CONCRETE 0550.28 STEEL CHANNEL STRINGER 0550.30 1/4" STEEL PLATE 0550.36 METAL STAIR NOSING FLUSH WITH CONCRETE 0550,41 1 1/4" STANDARD STEEL PIPE GUARDRAIL (3'-6" HIGH 0550.42 1 1/4" STANDARD STEEL PIPE HANDRAIL 0550.43 HANDRAIL BRACKET 0550.59 STAINLESS STEEL RAILING 0550.68 PREFINISHED CONCEALED FASTENER METAL WALL PANELS 0550.82 1 1/4" DIAMETER STANDARD ALUMINUM PIPE HANDRAIL 0570.03 DECORATIVE GUARDRAIL SYSTEM (3'-6" HIGH) DIVISION 06 - WOOD, PLASTICS, do COMPOSITES 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0610.06 5/8" EXTERIOR GRADE PLYWOOD 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0610.09 2 X 4 WOOD STUDS AT 16" O.C. 0610.10 2 X 6 WOOD STUDS AT 16" O.C. 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) 0610.52 2 X 4 WOOD FRAMING 0620.02 1 X HARDWOOD TRIM 0640.53 2 X 12 WOOD STAIR STRINGER 0640.54 WOOD STAIR TREAD 0640.55 WOOD STAIR RISER DIVISION 07 - THERMAL & MOISTURE PROTECTION 0710.05 ROOFING UNDERLAYMENT 0720.02 6 1/4" BATT INSULATION 0720.22 RIGID INSULATION (R-30 MIN.) 0725.02 SELF -ADHERING SHEET DAMPPROOFING 0725.03 PLASTIC FILM AIR BARRIER 0740.01 PREFINISHED METAL ROOFING SYSTEM 0760.06 PREFINISHED METAL DOWNSPOUT (4" X 4") DIVISION 08 - OPENINGS 0810.04 HOLLOW METAL DOOR AND FRAME 0830.23 RETRACTABLE METAL GATE 0840.01 ALUMINUM STOREFRONT DIVISION 09 - FINISHES 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.35 CORNER BEAD, TYPICAL 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X 2') 0960.14 RUBBER TREAD / RISER / FLOORING 0990.03 POWDER COATING DIVISION 32 -EXTERIOR IMPROVEMENTS 3210.09 4" CONCRETE SIDEWALK WITH #3'S AT 18" O.C.E.W. N U 4 m��p "MCI 3 N O F- Z QZ yZ� V J N LL Y V o < CQ ..; cm< W <� O O •C N �- m cmo O Z < Q U V Lu H n Q 0 W U 0 a A4,91 DOOR SCHEDULE DOOR DOOR FIRE DOOR FRAME DETAIL NUMBER NUMBER O SIZE (WxHxTH) RATING MIN. MAT. FINISH MAT. FINISH TYPE SILL JAMB HEAD HDWR. SET REMARKS 101 A PR 3'-0" x 8'-0" - AL/GL Anod AL A°d Alu A 6/A5.1 1 Card Reader 101 B PR 3'-0" x 8'-0" - AL/GL Alum Anod AL Alum Anod A 6/A5.1 1 Card Reader 102 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 2 103 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 2 104A 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 K - 11 /A5.1 12/A5.1 3 104B 3'-0" x 7'-0" x 1 3/4" - HM PL1 HM P9 B1 6/A5.1 4/A5.1 2/A5.1 4 105 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 11 /A5.1 11 /A5.1 5 106A 3'-0" x 7'-0" x 1 3/4" - SCWD Anod Alum HM Alum Anod K - 8/A5.1 8/A5.1 7 106E 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 K - 8/A5.1 8/A5.1 7 107 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 5 108 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 K - 8/A5.1 8/A5.1 8 109 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 M - 8/A5.1 8/A5.1 9 Card Reader 110 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 K - 8/A5.1 8/A5.1 8 111 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 6 Card Reader 112 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 K - 8/A5.1 8/A5.1 8 113 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 2 114 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 K - 8/A5.1 8/A5.1 8 115 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 5 116A 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 K - 8/A5.1 8/A5.1 23 116B 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 K - 8/A5.1 8/A5.1 23 119 3'-0" x 7'-0" - AL/GL Anod Alum AL P9 B 6/A5.1 4/A5.1 2/A5.1 10 Card Reader 120 3'-0" x 7'-0" - AL/GL Anod Alum AL Alum Anod B 6/A5.1 4/A5.1 2/A5.1 10 Card Reader 121 3'-0" x 7'-0" x 1 3/4" - WD PL1 HM P9 E - 8/A5.1 8/A5.1 5 122 3'-0" x 7'-0" x 1 3/4" - WD PL1 HM P9 E - 8/A5.1 8/A5.1 5 123 3'-0" x 7'-0" x 1 3/4" - WD PL1 HM P9 E - 8/A5.1 8/A5.1 5 124A 3'-6" x 7'-0" x 1 3/4" 90 HM P9 HM P9 I - 10/A5.1 10/A5.1 11 124B 3'-8" x 7'-0" x 1 3/4" 90 HM HM P9 P9 B1 6/A5.1 4/A5.1 2/A5.1 12 125A 3'-6" x 7'-0" x 1 3/4" - HM P9 HM P9 I - 8/A5.1 8/A5.1 13 125E 3'-6" x 7'-0" x 1 3/4" 90 HM P9 HM P9 1 - 1O/A5.1 1O/A5.1 14 126 3'-0" x 7'-0" x 1 3/4" - HM P9 HM P9 J - 8/A5.1 8/A5.1 9 Card Reader 128 3'-0" x 7'-0" x 1 3/4" 90 HM P9 HM P9 1 - 9/A5.1 7/A5.1 7 129A 3'-0" x 7'-0" x 1 3/4" 90 HM P9 HM P9 1 - 9/A5.1 7/A5.1 7 129B 3'-0" x 7'-0" x 1 3/4" 90 HM P9 HM P9 1 - 9/A5.1 7/A5.1 7 129C 3'-0" x 4'-4" x 1 3/4" 90 HM P9 HM P9 F - 9/A5.1 7/A5.1 15 130 PR 3'-0" x 7'-0" x 1 3/4" 90 HM P9 HM P9 D - 9/A5.1 7/A5.1 16 131 A 3'-6" x 7'-0" x 1 3/4" - HM P9 HM P9 1 - 8/A5.1 8/A5.1 13 131E 3'-6" x 7'-0" x 1 3/4" 90 HM P9 HM P9 1 - 1O/A5.1 1O/A5.1 14 133 3'-0" x 7'=0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 5 135A 3'-6" x 7'-0" x 1 3/4" 90 HM P9 HM P9 1 - 1O/A5.1 1O/A5.1 11 135B 3'-0" x 7'-0" x 1 3/4" 90 HM P9 HM P9 J 5/A5.1 4/A5.1 2/A5.1 4 136A 14'-2" x 16'-0" x 1 3/4" - AL/GL Anod AL A°d G - 13/A5.1 14/A5.1 136E 14'-2" x 16'-0" x 1 3/4" - AL/GL Anod AL Alu A°d G - 13/A5.1 14/A5.1 136C 14'-2" x 16'-0" x 1 3/4" - AL/GL Anod Alum AL A°d Alu G - 13/A5.1 14/A5.1 136D 14'-2" x 16'-0" x 1 3/4" - AL/GL Anod AL Anod G - 13/A5.1 14/A5.1 136E 14'-2" x 16'-0" x 1 3/4" - AL/GL Anod Alum AL Alum Anod G - 13/A5.1 14/A5.1 136E 14'-2" x 14'-0" x 1 3/4" - AL/GL Anod Alum AL Alum Anod H - 13/A5.1 14/A5.1 136G 14'-2" x 16'-0" x 1 3/4" - AL/GL A°d Alu AL Anod G - 13/A5.1 14/A5.1 136H 14'-2" x 16'-0" x 1 3/4" - AL/GL A m AL Au°d G - 13/A5.1 14/A5.1 1361 14'-2" x 16'-0" x 1 3/4" - AL/GL Anod AL Anod G - 13/A5.1 14/A5.1 136J 14'-2" x 14'-0" x 1 3/4" - AL/GL Anod Alum AL A°d Alu H - 13/A5.1 14/A5.1 137A 3'-0" x 7'-0" x 1 3/4" - HM P9 HM P9 J 5/A5.1 3/A5.1 1 /A5.1 17 Card Reader 137B 3'-0" x 7'-0" x 1 3/4" - HM P9 HM P9 J 5/A5.1 3/A5.1 1 /A5.1 17 Card Reader M Q 12'-4" 2'-5 1 /4" 2'-5 1 /4" 10 Itj 3'-0" 3'-0" 3'-4" 3'-4" 2 1 /2" 2 1 /2" 2 1 /2" „ » 2 2 » 4-» 2" 2-" 2,_4, jji 19 A5.4 N \ \ / \ 26 A5.3 - 4 A5� 4 \ 0840.02 y \ 0880.18 N Mir\ 0880.18 F \ 0810.02 0810.02 0810.06 00 N \ / • 0 F\ 0880.02 nsmm�l _� • DOOR SCHEDULE D 811 DOOR DOOR FIRE DOOR FRAME DETAIL NUMBER NUMBER O SIZE (WxHxTH) RATING MIN. MAT. FINISH MAT. FINISH TYPE SILL JAMB HEAD HDWR. SET REMARKS 202 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 204 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 205 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 206 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 207 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 208 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 209 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 210 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 211 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 212 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 213 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 214 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 215 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 216 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 217 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 218 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 219 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 220 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 221 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 222 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 223 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 18 Undercut Door 1" 224 3'-6" x 7'-0" x 1 3/4" 90 HM P9 HM P9 1 - 1O/A5.1 1O/A5.1 11 225 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 23 226A 3'-6" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 19 226B 3'-0" x 7'-0" x 1 3/4" 90 HM P9 HM P9 D - 1O/A5.1 1O/A5.1 16 227 3'-6" x 7'-0" x 1 3/4" 90 HM P9 HM P9 1 - 1O/A5.1 1O/A5.1 19 HARDWARE LOCATED 5 -0 A.F.F. 228 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 8/A5.1 8/A5.1 20 234 3'-6" x 7'-0" x 1 3/4" 90 HM P9 HM P9 1 - 1O/A5.1 1O/A5.1 19 HARDWARE LOCATED 5'- 0A. F. F. 235 3'-6" x 7'-0" -x 1 3/4" 90 HM P9 HM P9 1 - 1O/A5.1 1O/A5.1 11 236 3'-0" x 7'-0" x 1 3/4" - SCWD PL1 HM P9 C - 11 /A5.1 11 /A5.1 21 301 3'-6" x 5'-4" x 1 3/4" 90 HM P9 HM P9 N - 1O/A5.1 1O/A5.1 22 SUBSTITUTE DEAD BOLT 335 3'-6" x 7'-0" x 1 3/4" 90 HM P9 HM P9 1 - 1O/A5.1 1O/A5.1 19 14'- 2" 2" " 3' 3'-3" 3'-3" �� A ID001 -- 3'-3" 7 5/8" _ 5/8" ®SI 0420.13 1 2 LAYERS owl! 0610.52' •: • • • ••• - WE•. •• BOTH SIDES 0790.01 •: • • BOTH SIDES 0360.03 0810.04 10 DOOR IEADIIAMB ED001 DOCR JAMB ED001 it-ON1 2 �R HM ED001 1-1/2" = 1'-0" 049n n:7,--�.1 i d � d a a 6 DOOR a ED001 1-1/2" = 1'-0" --(2920.28) 0610.37 ® SIM. 0610.29 0610.09 0790.02 BOTH SIDES 0810.05 0810.04 Q DOOR t9APJ/AW ED001 V 1-1/2" = 1'-0" 0440.08 0440.07 0420.03 @ Sim. 0720.02 0830.19 0610.11 0610.03 0725.03 0920.28 0610.52 0510.07 � 0640.61 � 1070.01 0830.18 E: 6/A2.4 0610. 33 550.04 i I I 0760.01 0550.80 0440.07 0420.03 ® SIM. 1DOOR HEAD ED001 4 1-1/2" = 1'-0" 0360.03 3 DOOR JAMB ED001 1-1/2" = 1'-0" 1'-2" 1'-0" 5 DOOR S■,.1. ED001 1-1/2" = 1'-0" MEN 0790.02 BOTH SIDES DOOR HEADER ED001 off A 12 13 DOOR JAMB ED001 1-1/2" = 1'-0" 14'-2" ' 3'-3" » 3'-3" » 3'_3" » 3'-3" » rn d- A STO EFRONT DOOR LO 0 UvvIII �i 1" INSULATED GLASS B 1" INSULATED GLASS B1 1" INSULATED GLASS °' a CFO, • • • • �- „6'-0' , 2 2'-4 2 I 3'-6"®SIM " " 3'- 0" 6 -0 » »» " o rn rn 6 2 -6 6 2 2 2 2'3,_0„ 2 v> 2" 2» 00 0880.01 I-nop - \ \ � _ \ 0810.08 � / \ 0810.02 I �\ o \ / \ 0810.02 0810.02 0810.02 \ \ \ \ \ " " • \ • \ 0810.02 / 0810.06 0810.12 0810.06 • • • • • • • • M \ FROSTED 21 A\5. 0880.02 \ \ / / \ 0810.06 0 0 0810.02 N 0810.08 ALUMINUM 0880.16 0$10.02 " Uj 0810.06 " 90 MIN. 0840.01 i� / i� \ / i� `t / \ / • • • • • • • • ASSEMBLY • / • d i I I / 0810.02 0810.06 N ' / \ / o 0810.02 / • b \ / • o • ALUMINUM PANELS ALUMINUM PANELS ") iv C SOLID CORE WOOD DOOR D H.M. D00_R �� WOOD DOOR W/ LOUVER F H.M ACCESS DOOR n UPWARD -ACTING SECTIONAL DOOR H UPWARD -ACTING SECTIONAL DOOR V n H.M. DOOR J H M. DOOR K S.C. WOOD DOOR W/ n S.C. WOOD DOOR M STOREFRONT DOOR W/ to a DOOR TYPES W/ METAL PANELS AND 1/4" TEMP. GLASS W/ METAL PANELS AND 1/4" TEMP. GLASS 1/4" CERAMIC GLASS 1/4" TEMP SIDELIGHT GLASS 1" INSULATED GLASS , C° 15 1/4"=1'-0" KEYNOTES DIVISION 03 - CONCRETE 0330.23 CONCRETE EXPANSION JOINT - FILL WITH JOINT SEALER 1 /4" BELOW SURFACE 0360.03 FILL WITH GROUT DIVISION 04 - MASONRY 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0420.02 HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY 0420.03 4" FACE BRICK 0420.10 4" CONCRETE MASONRY UNITS 0420.13 6" CONCRETE MASONRY UNITS 0420.14 8" CONCRETE MASONRY UNITS 0420.18 12" CONCRETE MASONRY UNITS 0420.24 VERTICAL REINFORCING IN CONCRETE MASONRY UNITS (RE: STRUCTURAL) 0440.07 STONE VENEER 0440.08 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. DIVISION 05 - METALS 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0510.06 STEEL LINTEL / PLATE (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0550.04 4" X 6" X 1 /4" STEEL ANGLE 0550.80 1/2" STEEL PLATE (RE: STRUCTURAL) DIVISION 06 - WOOD, PLASTICS, do COMPOSITES 0610.01 SHIM AS REQUIRED 0610.03 2X WOOD BLOCKING 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0610.09 2 X 4 WOOD STUDS AT 16" O.C. 0610.11 2 X 6 WOOD FRAMING 0610.12 2 X 8 WOOD FRAMING 0610.29 2X WOOD HEADER (RE: STRUCTURAL) 0610.36 1 /2" PLYWOOD 0610.37 5/8" PLYWOOD 0610.52 2 X 4 WOOD FRAMING 0620.02 1X HARDWOOD TRIM 0640.61 WOOD RUNNING TRIM DIVISION 07 - THERMAL & MOISTURE PROTECTION 0710.01 BITUMINOUS DAMPPROOFING MASTIC 0720.02 6 1 /4" BATT INSULATION 0725.03 PLASTIC FILM AIR BARRIER 0740.20 FIBER REINFORCED CEMENTITIOUS TRIM 0760.01 THROUGH -WALL FLASHING (WITH WEEPS AT 2'-0" O.C.) AND MORTAR NET 0790.01 SEALANT WITH BACKER ROD AS REQUIRED 0790.02 CAULKING DIVISION 08 - OPENINGS 0810.02 HOLLOW METAL FRAME 0810.04 HOLLOW METAL DOOR AND FRAME 0810.05 JAMB ANCHOR (3 PER JAMB) 0810.06 HOLLOW METAL DOOR 0810.08 SOLID CORE WOOD DOOR 0810.12 METAL LOUVER 0810.19 ALUMINUM CURTAINWALL FRAME 0830.17 UPWARD -ACTING SECTIONAL DOOR 0830.18 UPWARD -ACTING SECTIONAL DOOR TRACK 0830.19 UPWARD -ACTING SECTIONAL DOOR MOTOR / HOUSING 0840.01 ALUMINUM STOREFRONT 0840.02 ALUMINUM STOREFRONT DOOR 0870.01 METAL THRESHOLD. SET IN SEALANT 0880.01 1 /4" CLEAR GLASS 0880.02 1/4" CLEAR GLASS, TEMPERED 0880.16 5/16" FIRE RATED GLASS 0880.18 1 /4" TINTED GLASS, TEMPERED DIVISION 09 - FINISHES 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.35 CORNER BEAD, TYPICAL 0920.36 J-MOULD, TYPICAL DIVISION 10 - SPEgALT1ES 1070.01 CUSTOM SHADING DEVICE /�i H.M. DOOR N � o J C7 0 Q o c L m N � Uj m Z } m U :�e U O ~ U w -� < 0 z U O a A5*1 KEYNOTES 0810.19 ALUMINUM CURTAINWALL FRAME 0840.01 ALUMINUM STOREFRONT 0840.08 ALUMINUM STOREFRONT OPERABLE WINDOW nQQn irl _ /,I _" 1RE RATED GLASS D GLASS, INSULATED, LOW-E wl4uVW 1 yrtb DDD2 L Q 12'-4" �. 2'-5 /4" 2'-10 3/4" '-1 3/4" 0880.20 0» 0810.19 2 1 /2" 2 1 2" 2 1/ 2 1 /2"- . k'l cli 1 /4" 32 A5.3 ►� M 0 19 A5.4 N I N N N \_ 0) LoJ:� ►�„ co 19 A5.4 NO i Lo 0 N ui ui Q N 22'-4" 2'-4 10/4" 2'-10 3/4" 2'-10 3/4" 2' 16 1/4" 2'-8" 1 2'-8° '- 2 1 /2" 2 3/4" 2 1 /2" IN, Lo N Q N , M N d- in N N N a L Lo 0880.20 N 22'-4" 0810.19 2'-7 1 /2" 2'-7 3/4" 2'-8" 1,L 2'-8" 2'-8" 1'-7" LL 2,-8" b 2,-8" 2 1 /2" 2 1 /2" 2 1 /2" 2 1 /2" 2 1 /2' 2 1 /2" '2 1 /2" r� \ I M 32 A5.3 — r N to N I I L N Lo N 32 A5.3 N 44 11'-0" _ 10 1 /2" , --- — r0)L<o1''10'2»3'-10" 0880.20) 24'-8" 0810.19 2'_ 1/2" 2'-5 1/4" 2'-10 3/4" 2'-10 3/4" 2'-5 1/4" 10 1/ 2' 2'-4" 2'-4" 2'-4" 1'-7" 0' 0880.20 .- 2 1/21 2 1 /2' 2 1/2"J 2 1 /2' 2 1 /2" 2 1 /2" 0810.19 19 A5.4 R 9 A5.4 I it to 4 32 A5.3 O - �Juu� 0 4 N I \ N ` N 8 A5.3 I 4 - i 19/A5.4 N. N - IE i i� N 0 22 A5.3 4 L0 `� 0880.16 Q .— O O O O OO 2 WINDOW � ID002 1/4"=1'-0" r' 3 I�JDOW �� VVID002 V) V o � U o m W o O � N o m Z Lu V z u W Q 0 ce a Uzi V � A5.2 2'-7» 1'-0" 1'-0" 1'-0" 0725.03 + 0725.03 KEYNOTES 0420.01 4 3/4" 0810.19 0420.03 I I i 0420.03 � 0610.01 DIVISION 04 -MASONRY 0810.12 I I 1070.01 i - RE: MECHANICAL 0810.12 0790.01 - 0790.01 ( I 0420.01 i 0550.56 - - - 0610.03 0840.05 RE: MECHANICAL - -- i NOT @ SIM. 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0840.05 0840.03 0440.07 i 0720.02 0790.01 i 0720.02 0550.56 i 0720.02 0420.03 4" FACE BRICK -' :. 0790.01 NOT ® SIM. 0510.03 - 0725.03 0610.10 0420.01 = 0610.10 - '` 0610.10 0420.10 4" CONCRETE MASONRY UNITS NITS 0725.02 0610.01 0610.05 0920.28 0610.05 0920.28 NOT ® SIM. 0920.28 0610.09 0420.10 0420.23 CONCRETE MASONRY ETE NUNIT RY UBOND BEAM WRAP BEAM 0470.01 0610.32 0470.01 0610.32 0610.05 0610.32 0920.28 0420.10 0440.07 STONE VENEER 0840.26 0840.05 0840.05 TYPE A V v0610.29 TYPE A 0610.29 0470.01 0610.29 0980.03 0510.04 0440.08 ADJUSTABLE MASONRY WALL TIES AT 16" O.C,E.W. 0790.01 0440.07 0760.01 _-- 0760.01 -- - TYPE A �_- 0790.01 0610.01 0470.01 CAST STONE 0610.44 0610.01 0610.01 0610.01 0470.05 CAST STONE SILL WITH DRIP 0760.44 0725.03 0510.04 0510.04 0760.01 0610.01 0510.06 0470.14 MORTAR BED ON METAL LATH 0550.56 __ 0610.05 0790.01 0920.35 0790.01 0920.35 0510.04 0920.35 0920.35 0790.01 0510.07 0920.36 0920.36 0920.36 - BOTH SIDES DIVISION OS - METALS 0760.01 0880.20 -- 0880.20 0790.01 0790.01 o 0920.28 0790.01 0790.01 0880.20 �0790.01 0840.01 - 0810.02 0510.02 STEEL COLUMN (RE: STRUCTURAL) 0510.04 0920.35 0840.01 0840.01 0840.08 FIRE RATED 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0790.01 0550.80 CASEMENT 0880.22 0510.04 STEEL ANGLE (RE: STRUCTURAL) �j, 9 2 4 P 0610.01 WINDOW 0510.05 STEEL CHANNEL (RE: STRUCTURAL) 0510.07 ,"„ f� 0510.06 STEEL LINTEL / PLATE (RE: STRUCTURAL) F OF 0880.20 0920.36 �- 1 'i � 0520.01 STEEL 0510.07 STEEL BEAM (RE: STRUCTURAL) 0790.01� 0530.04 METAL ROOF DECK (RE: STRUCTURAL) y 0530.05 ACOUSTICAL METAL DECK (RE: STRUCTURAL) ~ w H� 2%VNW wwoow %VNMW VVNWw HM wu�ow VANMW � 0550.56 STAINLESS STEEL BOLT W ,_ ED001 ED001 ED001 ED001 % ED001 ED001 0550.65 METAL FASTENER 7,1-1/2 " = 1'-0" 6 1-1 2" _ -0" 5 1-1/2" _ -0" 4 1-1/2" = 1'-0" 3 1-1/2" _ -0" 1-1/2" = 1-1/2" _ -0" 0550.68 PREFINISHED CONCEALED FASTENER METAL WALL U / 0550.73 PREFINISHED ALUMINUM BRAKE METAL � 0550.80 1 /2" STEEL PLATE (RE: STRUCTURAL) s [ %- A v r DIVISION 06 - WOW, PLASTICS, &COMPOSITES 0610.01 SHIM AS REQUIRED 0610.03 2X WOOD BLOCKING I,c� 0610.04 2X PRESSURE TREATED WOOD BLOCKING 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 2'-7" 1'-0" 1'-0" 4 3/4" 1'-1 1 /8" 0610.06 5/8" EXTERIOR GRADE PLYWOOD 0610.07 3/4" EXTERIOR GRADE PLYWOOD Q 0720.02 -- 0610.09 2 X 4 WOOD STUDS AT 16" O.C. 3 0610.10 i i 0610.10 2 X 6 WOOD STUDS AT 16" O.C. H 0610.11 2 X 6 WOOD FRAMING 0440.07 0440.07 i 0720.02 0420.03 0420.03 i 0980.03 0610.28 2 X 8 WOOD STUDS AT 16" O.C. i 0920.28 0725.03 0725.03 0920.28 0725.03 0725.03 0610.09 0610.29 2X WOOD HEADER (RE: STRUCTURAL) 0420.18 0610.32 PLYWOOD 0420.01 0420.Ol 0610.28 0420.01 0720.02 0420.01 0720.02 0920.28 0610.44 2X WOOD FRAMING RE: STRUCTURAL 0610.05 � 0610.05 i 0610.01 0610.05 ( 920.28 0610.05 i 0920.28 0610.32 0790.01 0610.52 2 X 4 WOOD FRAMING ) 0810.19 i i i � � __._.----- - � :::�: � > :.. 0610.44 0790.014L 0790.01 0790.01 0790.Q1 0790.01 0610.11 0790.01 - 0610.11 0790.01 0610.01 DIVISION O? - THERMAL & MOISTURE PROTECTION O 0840.26 0610.01 0470.01 0920.36 0470.01 0610.01 0470.01 0610.01 0610.01 :.:...:.:.. ..::...:.... BEYOND BEYOND 0920.35 0710.05 ROOFING UNDERLAYMENT 0880.20 0920.35 0920.35 0920.35 0720.02 6 1 4" BATT INSULATION 0840.01 ....... ... ... , ..... 0920.35 _ _ 0920.35 0880.20 0880.20 0920.36 072p•22 RIGID INSULATION (R-30 MIN.) 0880.20 0920.28 0840.01 0920.36 0 0920.36 0790.01 - 0 90.01 0725.02 SELF -ADHERING SHEET DAMPPROOFING 0790.01 0790.01 0840.01 0725.03 PLASTIC FILM AIR BARRIER 2„ 0920.36 2" �! 2" � 2" 0810.02 0790.01 0840.01 0840.08 FIRE RATED 0740.01 PREFINISHED METAL ROOFING SYSTEM CASEMENT-�880.22 0740.16 PREFINISHED IN�4'E DIAMEMERUWEEPS COMPOSITE0'A EL O.C. FASCIA 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 0760.01 THROUGH -WALL FLASHING (WITH WEEPS AT 2'-0" ��/� ,�rY�DOw I�1►MB O.C.) AND MORTAR NET ♦ nNMw JAW ,� �ow ,�yo �yypmw ,� �Ow JAMB , 0760.02 THROUGH -WALL FLASHING ED001 ED001 ED001 ED001 ED001 ED001 EDO01 0760.36 PREFINISHED METAL FLASHING 141-1/2" = 1'-0" 13w1-1/2m'1ow" 12 1-1/2"=1'-0" 111-1/2" _ -0" 101-1/2" _ -0" J 1-1/2" = 8 1-1/2" _ -0" 0790.01 ALUMINUM HEAD FLASHING 0790.01 SEALANT WITH BACKER ROD AS REQUIRED DIVISION 08 - OPENINGS 0810.02 HOLLOW METAL FRAME 0810.12 METAL LOUVER 0810.19 ALUMINUM CURTAINWALL FRAME 0840.01 ALUMINUM STOREFRONT 2'-7" 1'-0" 1'-0" -_ 1'-0" 1 -1 1 /8 " 0840.02 ALUMINUM STOREFRONT DOOR 0840.03 .060 ALUMINUM SILL WITH HEMMED AND CLOSED ENDS 0840.08 0840.05 CONTINUOUS ALUMINUM SILL FLASHING. SET IN 0880.20 - 2 CASEMENT 2 0880•22 SEALANT 0840.01 0840.08 ALUMINUM STOREFRONT OPERABLE WINDOW 0790.01 0840.01 WINDOW 0810.02 0840.26 CUSTOM FABRICATED BREAK METAL COVER FINISH TO 0790.01 - 0840.01 0790.01 0610.01 0790.01 0610.01 FIRE RATED MATCH STOREFRONT 0610.01 0790.01 0880.20 1 TINTED GLASS, INSULATED, LOW-E 0840.05 0840.05 0840.05 0880.22 1 1 0840.03 0840.03 0840.03 /8" FIRE RATED GLASS, CLEAR, INSULATED 0840.05 --- 0840.03 _ 0840.03 2" 2" S 2" S 0880.20 0440.07 0840.03 0610.11 0610.11 0610.11 0610.01 DIVISION 09 - FINISHES BEYOND 0920.28 0920.28 092 __- 0550.80 0470.01 0470.01 0470.01 p.28 0840.01 0610.05 0920.28 TYPE B TYPE I TYPE B 0790.01 0920.10 7/8" FURRING CHANNELS AT 16" O.C. 0810.02 0720.02 0720.02 0720.02 0610.01 0920.23 ALUMINUM "F" REGLET 0840.Q2 0440.07 0610.44 0440.07 - i 0420.03� - i 0420.03 i 0610.44 �� 0610.10 0610.10 0610.10 0790.01 0960.01 0920.26 5/8" CEMENTITIOUS BACKER BOARD 0510.07 0610.05 0440.08 0440.08 - 0920.2$ i BOTH SIDES 0920.28 5/8" GYPSUM BOARD (TYPE X) 0725,.03 ; 0725.03 - 0760.02 0760.02 0420.23 0920.30 5/8" ABUSE RESISTANT GYPSUM BOARD " .. 0920.35 CORNER BEAD, TYPICAL 0760.02 0440.08 0610.05�-- 0610.05 <. 0420.18 0920.36 J-MOULD, TYPICAL 0440.08 076O.02 i 0725.03 0725.03 0920.52 5/8" GYPSUM BOARD, MOISTURE RESISTANT (TYPE X) 0720.02 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X 0610.10 2' 0960.01 FLOORING AS SCHEDULED w►��ow ED001 0980.03 3 1/2" SOUND ATTENUATION INSULATION ` �nnt�aow JAMB D001 ED001 wwDow ED001 Q w ED001 % w ED001 w ED001 - - " _ '- " 20w1-1/2m'1ow„ 19 1-1 2" = 1'-0" 181-1/2" = 1'-0" 1! 1-1/2"1'_0" 1� 1-1/2"1'_U" 1� 1-1/2"1,_0" Dl70.01 10 OPECIALnEs Z21 1 1/2 1 0/ 1070.01 CUSTOM SHADING DEVICE O 0440.07 0420.01 � r 0740.01 0610.05 0710.05 0725.03 0610.05 0610.11 0725.03 0720.22 \ I \ 0510.02 0740.01 0720.02 ( 0530.04 - - - - - - - - - - 0610.05 0550.68 0520.01 0610.11 0710.05 1070.01 0920.10 I 0790.01 0720.22 1-0" RE: 6/A2.4 I 0920.30u2m 0530.05 0530.04 20610105 CEILING SYSTEM 0920.10 0520.01 0610.34 0530.04 I 0610.10 0790.01 0920.10 0920.10 CEILING SYSTEM 0610.03 0420.03 0610.11 0810.02 0530.04 0610.10 0510.04 0510.07 0725.03 i ( 0950.01 FIRE RATED CEILING SYSTEM 0720.02 0720.02 0 I 0920.28 0740.36 0420.01 ----" 0510.04 0610.09 _ 9 0740.36 I 0810.19 0610.03 0610.05 0610.03 0920.28 ) 0610.01 0610.32 0790.01 0790.01 - 055Q.56 0740.36 0610.11 - 0190.01 0920.36 0610.01 i ':� 0610.04 I 0610.52 0510.07 0920.26 0440.07 0610.11 0920.28 0470.01 0610.11 0720.02 0920.23 THIN STONE 0790.01 BEYOND 0610.06 0610.11 0610.01 0880.20 0920.35 0610.11 0470.14 0790.01 0840.01 2„ 0740.16 0610.01 0920.35 0920.36 0610.055 0880.22 0920.26 0 08 0610.01 084 . 0790.01 1,-4» RE: REFLECTED CEILING PLAN 0610.52 CASEMENT 0610.01 0810.19 FOR FURR OUT DEPTH 0920.52 0920.36 WINDOW 0790.01 0790.01 0840.26 w HEAD ED001 ViNmw JAMB E0001 ww�ow HEAD ED001 womw JAMB ED001 wino HIEAD ED001 WN w �� ED001 2 _ " = r_ rr 261-1/2 "= 1'-0" �� 1-1/2111'-0" 241-1/2If = 1'-011 231-1/2" = 1'-0"��1-1/2" = 1'-O" 1 1/2 1 0 0840.05 0790.01 0610.05 � 0610.01 N 0470.05 0840.03 1'-4" TYPE C 0740.01 0790.01 0610.52 Q 0810.19 0710.05 0840.05 0920.28 c J 0610.01 0470.14 0510.07 I ( 0725.03 0610.07 0760.36 N Y �� 0610.10 I 0840.05 0550.68 < '�' o 0720.22 0610.52 0550, 0470.05 0530.04 0550.68 I I 0610.11 ¢ o 0610.52 TYPE C 0920 26 0520.01 2 0610.06 I - - - _ - - - - - TRIM ( ( 0550.65 0610.04 0840.01 m cv 05 :.. 0510.07 0610.10 � : I 0610.10 ..:...... „ . :.. 610.1 ' 0790.01 I 0420.03 0790.01 0530.04 0610.01 0840.03 p p 0840.08 � CEILING SYSTEM CASEMENT >' m 0 WINDOW 0610.05 06?0.05 ( ( 0510.04 0840.05 2„ 0610.05 I I m Q 0720.02 - 0610.03 0610.52 L- - - - - - - I G Z w V 0420.01 0760.02 `., 0510.07 0470.05 :.::.:.' 0920.52 I U ''`-'+ w �S 0440.07 :: - - - - •� � 0920.36 TYPE: B C] � 0610.11 � 0740.16 J ¢ � U � 0610.11 - - - 0440.07 0550.73 I -- -- 04 14 0610.11 0740.36 0440.08 0790.01 1 0 10.01 :...::�:�.... ; :.:..:, ..::........::.. �--- 0790.01 0760.02 0420.03 I `' 0790.0� 0470.14 0440.07 ' 0790.01�- :::.....:::.. 061010 THIN STONE 0920.28 0840.01 0610.11 0610.01 0790.01 0610.05 0920.35 044THI S ONE 0810.19 0790.01 072503 I 0920.28 0920.36 0720.02 RE: REFLECTED CEILING PLAN - 0610.01 v FOR FURR OUT DEPTH A50 wNmw ED001 w JAMB ED001 �nnNOw '�• ED001 w►��ow �LED001 w�N�ow � ED001 wNw JAMB ED001 33 - " _ '_ rr +�� 1-1 2" = 1'-0" 31 1-1/2ri = 1r_Orr 301-1 2" = 1r_Ori 29l-1/2i = 11_011 281-1/2i= 1r_O" 1 1/2 1 0 / 2'-6» EQ. EQ, 2" 5/8" 4 2 5/8„ 2'_6"e_ j 2'-6" KEYNOTES N ;.. ..... CONCRETE DIVISION 03 � : - to 00 0� . • • :.. :..• ::. .. ::..::..: ,....:�.: -• ao 0310 05 VOID FORMS �c 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 4 3/4C�l" N 5 3/4" N 1'-1 7/8" r0 ; SLOPE 0330.06 CONCRETE GRADE BEAM ON VOID FORMS (RE: 1 /2" /8" 1 /2» 3/8" 1 /2' I.k- 3/8" 1 /2" 3/8" 3/8„ /2"1 /2" 3/8" 3/8" /2" I STRUCTURAL) PROFLE A PROFLE B PROFLE C PROFLE D PROFLE 1 0330.26 ANCHOR BOLT 0360.03 FILL WITH GROUT 0740.01 T To T0710.05 6" 8" 1'-2" DIVISION 04 -MASONRY 0405.02 MORTAR NET 0610.05 „ V-6„ 2'-2" 11" 11" 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. �. WA yil 0720.22 1 -10 _ 0420.03 4" FACE BRICK c� � 0530.04 4 1 /2" II,2" 2" 4 1 /2" 11" 8" 11" 0420.14 8" CONCRETE MASONRY UNITS �° 0520.01 0420.24 ING IN CONCRETE MASONRY UNITS - VERTICAL REIN NRY 0710.05 . STRUCTURAL `� (RE ) 0920.530610.05 :: : -� :.;. 1 2co :...... ::.......:::..: 0440.08 " `t 0440.07 STONE VENEER �j• 9 2 4 1 P \ oo ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0920.28 '"' 0920.10 Q530.02 III n 5 5/8" 5 5/8" M 0470.01 CAST STONE F OF 0920.39 _ ._' - 0530.04 `� 1 /2" 3/8" 3/8" N 1 /2" 3/8" 3/8" 1 /2» 1 /2" 3/8" 3/8 DIVISION OS - METALS 0740.36 ILING SYSTEM 520.01 0740.01 PROELE E 1 /2" PROF7.E G PROFIE 1 1 /2 0510.04 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) y 0920.10 - 2'-3 1 /8" 5/8" SLOPE SLOPE 0510.04 STEEL ANGLE (RE: STRUCTURAL) $ 0740.36 0610.52 ��t , 2'_4" 0510.07 STEEL BEAM (RE: STRUCTURAL) W F 0610.44 0720.02 0530.04 � M CEILING SYSTEM 0920.39 0520.01 STEEL JOIST (RE: STRUCTURAL) ~ � " 0610.11 0510.04 P�J -- - 0920.28 - U - . :. .... . ,:• .... � 0530.04 � 0610.05 0720.02 �n : ' :• `' ; :,.:';04 0550.26 METAL PANSTAIR.FL L WITH UCONCRE CONCRETE 0740.36 \ :' : d 0550.56 STAINLESS STEEL BOLT 0510.07 'n \ 0550.65 METAL FASTENER s 0610.52 l' 0740.36 » ,N 0550.73 PREFINISHED ALUMINUM BRAKE METALS a 1 /�/8 3/8--/2 0610.52 PROFILE H PROFLE L w DIVISION 06 -WOOD, PLASTICS. de COMPOSITES 0790.01 0610.01 iv 0610.01 SHIM AS REQUIRED (,G 0790.01 0610.03 2X WOOD BLOCKING rC 0610.01 CENT CAST STONE NOTES 0610.04 2X PRESSURE TREATED WOOD BLOCKING 0840.01 0840.01 0610.05 1 /2" EXTERIOR GRADE PLYWOOD 0880.20 0880.20 0610.06 5/8" EXTERIOR GRADE PLYWOOD 1'-2" 1. NOTCHES AS REQUIRED FOR ALL CAST STONE ANCHORS 0610.07 3/4" EXTERIOR GRADE PLYWOOD 3 0610.10 2 X 6 WOOD STUDS AT 16" O.C. H 1'-0" 2. MITER ALL CORNERS IN LINEAR PIECES UNLESS OTHERWISE INDICATED. USE 0610.11 2 X 6 WOOD FRAMING FULL LENGTH PIECES WHERE POSSIBLE AND LOCATE JOINTS SYMMETRICALLY. 0610.12 2 X 8 WOOD FRAMING 3. ALL SURFACES SMOOTH UNLESS NOTED OTHERWISE. TEXTURED FINISH TO BE 0610.30 2X WOOD HEADER (RE: STRUCTURAL) 0610.30 WOOD BLOCKING UNIFORM DENSITY AND AS APPROVED BY ARCHITECT. 0610.36 1/2" PLYWOOD W HAD ED001 �DOW HM ED001 4. CAST STONE COLOR TO BE SELECTED BY ARCHITECT. 0610.37 5/8" PLYWOOD ff 2 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) 0 3 1-1/2" = 1-1/2" = 1'-0" 0610.52 2 X 4 WOOD FRAMING 0740.01 CAST STONE TYPES DIVISION 07 - THERMAL & MOISTURE PROTECTION 0710.05 1 1-1/2" = 1'-0" 0710.05 ROOFING UNDERLAYMENT _ 0720.02 6 1/4" BATT INSULATION ____ 0740.01 _ 0740.01 0720.22 RIGID INSULATION (R-30 MIN.) 0720.22 ----- ----------- 0710.05 - -- 0710.05 0725.01 UNDERSLAB VAPOR BARRIER 0530.04 0610.07 0725.02 SELF -ADHERING SHEET DAMPPROOFING ------- ---------------- -- 0610.07 0725.03 PLASTIC FILM AIR BARRIER 0520.01 0720.22 1'-O" 0720.22 0740.01 PREFINISHED METAL ROOFING SYSTEM 0920.53 0530.04 0740.03 PREFINISHED METAL WALL / SOFFIT PANEL WITH 0920.28 :. , 0920.10 0530.04 0790.01 REVEALS 0520.01 0880.20 0610.01 0740.09 METAL REGLET W/ SEALANT & COUNTERFLASHING BY 0530.04 0520.01 0880.20 0610.52 PREFINISHED METAL ROOFING MANUFACTURER i CEILING SYSTEM 0920.38 0790.01 1230.23 0840.01 0840.03 01 0740.12 PREFINISHED METAL STANDING SEAM ROOFING ---- 20.53 0840.01 0610.36 0920.28 Q7 0740.13 PREFINISHED CONCEALED FASTENER METAL WALL --- 0510.04 pg • 0610.37 90.01 0610.03� 0740.39 PANELS I,. i 0920.28 0840.05 �� 0840.05 0610.05 0740.16 PREFINISHED ALUMINUM COMPOSITE PANEL FASCIA i 0610 2to 0530.04 WITH 1 4" DIAMETER WEEPS AT 2'-Q" O.C. 0725.03 - .03 0470.01 0470.01 1230.23 i ,.----.._.. CEILING SYSTEM .,:.:.:.:::.::.:.::: ,:..,..:..;;:-;..:...:0740.36 FIBER 0610.05 0740.36 TYPE B . `. :.::..... 0610.11 0920.10 TYPE B 0740.38 1 X4 FIBER REINFORCED CEMENTITIOUSN RIM 0610.11 i 0440.07 0610.05 0720.02 0520.01 0920.28 0510.04 0610.03 0760.33 0740.39 1X6 FIBER REINFORCED CEMENTITIOUS TRIM 0610.05 0725.03 0760.02 THROUGH -WALL FLASHING 0610.03 0720.02 0610.29 0920.36 0920.28 0760.31 SILL SEALER 0420.01 0725.03 0760.02 i i 0610.10 0790.01 0790.02 0760.33 STAINLESS STEEL WATERSTOP FLASHING CONTINUOUS 0920.28 0610.12 0440.08 0840.01 0420.01 UNDER FRAME 0510.07 0760.02 0610.01 0610.10 0760.36 PREFINISHED METAL FLASHING 0420.03 0880.20 0790.01 SEALANT WITH BACKER ROD AS REQUIRED 0740.36 i RECESSED ' 0720.02 0790.02 CAULKING 0510.07 0740.36 0610.44 0420.03 0740.36 DIVISION 08 - OPENINGS 0920.35 i 1'-0" 0920.10 1,-p» 0810.19 ALUMINUM CURTAINWALL FRAME 0840,01 ALUMINUM STOREFRONT 0840.02 ALUMINUM STOREFRONT DOOR 0840.03 .060 ALUMINUM SILL WITH HEMMED AND CLOSED ENDS 0840.05 CONTINUOUS ALUMINUM SILL FLASHING. SET IN SEALANT 0840.08 ALUMINUM STOREFRONT OPERABLE WINDOW 0840.26 CUSTOM FABRICATED BREAK METAL COVER FINISH TO DETAIL DETAIL WI��OW S�.l. WIMW HAD W��JDOW MATCH STOREFRONT ED001 ED001 ED001 ED001 Q880.20 1" TINTED GLASS, INSULATED, LOW-E 1-1 2" = 1'-0" 7 1_1/2„ = 1'-0" 6 1-1/2" = 1'-0" 5 1-1/2" = 1'-0" _ _ _ 4 1-1/2„ = 1,_0„ DIVISION 09 - FINISHES 0420.03 0720.02 0920.10 7/8" FURRING CHANNELS AT 16" O.C. 0760.02 0610.05 0740.42 0920.28 5/8" GYPSUM BOARD (TYPE X) 0720.02 0610.05 0725.03 0920.35 CORNER BEAD, TYPICAL 0920.36 J-MOULD, TYPICAL �► 0610.05 0440.07 0420.01 - 0610.07 0920.38 PRE -MANUFACTURED CONTINUOUS ALUMINUM "F" Z 0725.03 0725.03 0510.04 0720.22 REVEAL MOLDING Z 0610.05 0920.39 1/2 WIDE PRE -MANUFACTURED CONTINUOUS O O 0440.07 0740.09 ALUMINUM REVEAL TRIM 0405.02 0720.02 0420.03 0920.53 METAL FURRING CHANNEL CLIPS ® 48" O.C. 0405.02 RECESSED 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X _ 0760.31 Q 0610.11 0530.04 2' 0420.03 0720.02 0920.28 0360.03 0950.09 ACOUSTICAL CEILING TILE TRANSITION STRIP • 0610.04 0760.31 0960.01 FLOORING AS SCHEDULED 0 N 0520.01 0725.03 0920.28 0 0920.10 0420.01 711 0330.26 - ::; 0330.26 - DIVISION 10 - SPECIALTIES Z 100 -0 0360.03 ° 0610.03 053Q.04 0470.01 ° F.F. 1070.01 CUSTOM SHADING DEVICE 0740.12 0610.11 CEILING 0440.07 l� ° 0720.22 0610.30 DIVISION 12 -FURNISHINGS BEYOND ° ° ° a ° 072a.02 0530.04 0510.07 0920.10 1230.23 QUARTZ COUNTERTOP WITH SPLASH AS SHOWN 0810.19 0920.10 0840.02 0610.05 o - - - 0330.02 0520.01 0610.34 0440.07 - -1 ° 0725.01 - 0740.36 V 0330.02 I a ° . I �' 0310.05 0610.11 a ` 0310.05 I a a I 0330.06 0610.01 ° a a ° ( 079a.01 0330.06 0810.19 1'-0 1 /2" lid 14 WINDOW FEAD/1AMBED001 DETA�. ED001 DETALED001 DETAL ED001 DETAL ED001 9DM% ED001 1-1 2" = 1'-0" 131-1/2ff1?-Off 121_1/2i = 1'-0" 11 1-1/2" = 1'-0" 101-1/2ff = 1'-0" 1-1/2" = 1'-0" V I 0840.08 0610.10 0810.19 0740.13 0610.52 0840.05 0610.29 --- 0790.01 0720.02 0920.28 0790.02 0790.01 0610.36 _ I , , • :�:. ( 2 LAYERS 0840.26 0725.03 0610.01 0760.36 cNn 0950.01 0510.03 - 0610.06 0550.2 3 0840.03 0610.11 J 0920.36 0950.09 ( 0610.11 �.: •' :. ' :• _ _ - BEYOND 0720.02 0610.52 0510.07 0 0725.02 I I I 0550.65 0420.14 0510.07 0725.03 0610.11 I 0610.06 N Y U o 0790.01 WRAP COLUMN 0840.01 - - 0740.16 0420.24 :: :. 1070.01 0840.08 0740.03 3 '~ w 0510.04 : • :. ON 2 LAYERS I _ >- 0 o (- - - - - - -� 0790.01 0510.07 0725.03 m N 2WINDOW HAD ED001 W JAMO ED001 I 0740.38 0550-56 0610.11 0550.65 1 1-1/2" = 1'-0" 19 1-1/2" _ -0" I - 0920.36 " 0610.05 0720.a2 I 0740.16 0550.73 TRIM 2 LAYERS 0610.11-------- - m Q 0420.03 RE. PLAN 0550.65 O m I 0610.52 0880.20 I 0725.03 0610.11 0610.01 I 0920.36 Z Y w 0810.19 I 0610.05 0920.36 0790.01 0550.73 FW Q w _ _ 0610.01 ( 0720.02 :.:..:: ,..;.:•..... ; :,._...:.... ,.:..,.... 0740.03 0790, 2 0790.01 0 p U a 0790.01 0960.01 I 0920 28 0740.16 0420.03 BOTH SIDES BEYOND 0920.36 0840.08 a d A5.4 201 w"Dow ED001 DETAIL ED001 % D'TAL ED001 %vH W WAD ED001 mOW � ED001 2" = 1'-0" 18 1-1 2" = 1'-0" 11-1/2i! = 1'-0" 16 1-1/2" = 1'-0" 15 1-1/2" = 1'-0" I / DIVISION 05 - METALS 0550.67 METAL SUPPORT BRACKET L5 DIVISION 06 - WOOD, PLASTICS, &COMPOSITES 0620.22 FIXED PLYWOOD SHELVES ON WOOD CLEATS L4 0640.03 PLASTIC LAMINATE VENEER BASE CABINETS WITH ADJUSTABLE SHELVES A- �/P 0640.04 PLASTIC LAMINATE VENEER WALL CABINETS WITH ADJUSTABLE SHELVES 0640.24 ADJUSTABLE METAL SHELF STANDARDS. PROVIDE BLOCKING IN WALL AS REQUIRED 0640.32 SHELF BRACKET \0 0640.38 PLASTIC LAMINATE SHELF 0640.39 PLASTIC LAMINATE DRAWER 100'-O" 0640.45 PLASTIC LAMINATE CABINET BACK F.F. F.F. F.F. 0640.50 PLASTIC LAMINATE PANEL 1010.55 0640.61 WOOD RUNNING TRIM RE: 2/A6.3 DIVISION 06 - OPENINGS 0810.12 METAL LOUVER ELEVATION , oo, ELEVATION 1,° 0, ELATION 11° 01 DIVISION Os ! FINISHES 109 21/410? = 1 1-01#1 B1/411# = -0" A1411 = 1'-0"0920.28 5/8 GYPSUM BOARD (TYPE X) 0920.39 1/2" WIDE PRE -MANUFACTURED CONTINUOUS ALUMINUM REVEAL TRIM 0920.52 5/8" GYPSUM BOARD, MOISTURE RESISTANT (TYPE X) q 0930.01 CERAMIC TILE un , 0930.08 BULLNOSE TRIM TILE co0960.13 4" RESILIENT BASE 10'-0" 00 110-0" CEILING CEILING 00 DIVISION 10 - SPECIALTIES N 109-0" N 109-0" N 1010.55 INTERIOR ROOM SIGNAGE 00 CEILING 00 CEILING 00 102016 2" DIAMETER GRAB BAR 36" I w 4If 4 I . L4 STAINLESS STEEL 1 1 / t- N :- N :- N LONG) 0 0 0 1020.17 STAINLESS STEEL 1 1 /2" DIAMETER GRAB BAR (42" 4_ 4L5 LONG) Cv w N 1020.20 SOAP DISPENSER (SURFACE -MOUNTED) 0640.50 0640.50 _ 0640.50 _ 1020.23 STAINLESS STEEL SEMI -RECESSED TOILET PAPER 0 0 0 DISPENSER i I I 1020.28 STAINLESS STEEL SANITARY NAPKIN DISPOSAL N : N CV : (SEMI -RECESSED) N N N 1020.30 STAINLESS STEEL SEMI -RECESSED PAPER TOWEL o_ 0 o DISPENSER / TRASH RECEPTACLE I . I 1 1020.32 STAINLESS STEEL FRAMED MIRROR 100 -0 N 100 -0 N 100 -0 N 1020.50 TRASH RECEPTACLE F.F. I F.F. I F.F. DIVISION 11 - EQUIPMENT 1130.02 REFRIGERATOR 4 ELEVATION �• elV• 1130.09 DISHWASHER 1 Ci9 I oo, 109 IE001109 IE001 109 IE001 1130.09 GAS RANGE 1/4If = 1'-0"1140.09 ICE MACHINE 3C/4"= 1'-0" 3BE1/u4v1§" = '-0" 3A1/4"= 1'-0" DIVISION 12 - FURNISHINGS 1230.23 QUARTZ COUNTERTOP WITH SPLASH AS SHOWN lq- ►� DIVISION 22 - PLUMBING (RE: PLUMBING) Q Q Q a Q polo 2240.01 WATER CLOSET. ORIENT FLUSH VALVE TOWARDS In ao N N ao 114 -1 114 -1 ACCESSIBLE SPACE AT ACCESSIBLE STALLS / CEILING CEILING RESTROOMS ' 2240.03 WALL -HUNG LAVATORY WITH CARRIER ' " ® ® ---��� 2240.06 STAINLESS STEEL UNDERMDROP-IN SIT SINK 112 -0 P1 \ 12 -0 2240.06 STAINLESS STEEL DROP -IN SINK 111 -9 ING ¢ L4 L5 L4 ¢ L4 L5 L1 L4 Q r' KEYNOTES 110'-0" `� `�' `� 110'-0" Ll 08'-8" TQ9'IN�» T.O. P.L. L5 Pi -OPEN-� OPEN-- 0920.28 /MB 0960.13 \ � L IE 100'-0" CEILING 100'- O" B.O. LOUVER Lan, \ CEILING DIVISION 23 - HEATING, VEN11LAl1NG, dt AIR-CONDITIONING 0810.12 L4 ¢ (HVAC) (RE: MECHANICAL) RE: MECHANICAL 10'- " 2330.09 TYPE I STAINLESS STEEL KITCHEN VENTILATION HOOD _WITH INTEGRAL FIRE SUPPRESSION SYSTEM 0920.28 8'-6" A.F.F. A.F F. 0920.39 A.F.F. 108'-0" 108'-0" DIVISION 26 - ELECTRICAL RE: ELECTRICAL 0920.28 CEILING CEILING ( ) Q0251 2620.04 ELECTRICAL OUTLET np,P1 2650.04 PENDANT LIGHT FIXTURE • • i �ii 11�� n • i NO IM ME �ME - �I���I��OR ME ME IN ATION 119 1/4" = 1'-0" ,< to a► a (0 QS1 2240.05 0 LO 2240.05 1230.23 1230.23 L2 0640.03 L Q-1130.05 1140.09 100'-0" - -- 100'-0" _- F.F. 4'-0" 2'-0" F.F. 2'-11" 2'-0" 3'-4 D'-6' -5ff 2 EQUAL 2 EQUAL 2 EQUAL 2 EQUAL NOTE: B.O. PENDANT LIGHT FIXTURES TO BE HUNG OVER ISLAND @ 7'-0" A.F.F. 18 Q ELEVATION 120 ,Eoo, g ELEVATION 120 IE001 1/4" = 1'-O" 1/4" = 1'-0" .44 d co 2240.06 2240.06 ° QS1 1230.23 0640.03 L, 1020.50 100'-0" F.F. 2,-2" 4'_0» 2 EQUAL ELETION 120 IE001 20 1/4VA " = 1'-0" 1 Q UVA� 120 IE001 J 1/4" = 1'-0" 7 ELEVATION 120 IE001 1/4" = 1'-0" 0640.04 2240.0'�- 1230.23 - 0640.39 0960.13 100'-0" \ \ F.F. 6 DAMN 120 IE001 1/4" = 1'-0" <p> jjUVA,n0N ELI IE001 1/4" = 1'-0" 114'-2" :EILING ELEVATION 116 4„ = 1,_0„ 'ATION 118 4" = 1'-0" STAIN TO MATCH PL2 15u1/4vlA'noN 102 IE001 P1 0640.24 0640.38 0920.28 0640.32 0640.03 0960.13 131 100'-0" LZ 771 ,4100'-0" �,�--.I �I- z F.F. F.F. 121 121 ELEVATION 122 123 1 ELLEVATION 122 123 IE001 5B 1/4" = 1'-0" 5A 1/4" = 1'-0" ELEVATION 11L3 1 /4" = 1'-0" 9EUVA"nON 118 IE001 1/4" = 1'-0" oi eELEVATION 103 101/4" = 1'-0" B.O. LOUVER Lan, \ CEILING DIVISION 23 - HEATING, VEN11LAl1NG, dt AIR-CONDITIONING 0810.12 L4 ¢ (HVAC) (RE: MECHANICAL) RE: MECHANICAL 10'- " 2330.09 TYPE I STAINLESS STEEL KITCHEN VENTILATION HOOD _WITH INTEGRAL FIRE SUPPRESSION SYSTEM 0920.28 8'-6" A.F.F. A.F F. 0920.39 A.F.F. 108'-0" 108'-0" DIVISION 26 - ELECTRICAL RE: ELECTRICAL 0920.28 CEILING CEILING ( ) Q0251 2620.04 ELECTRICAL OUTLET np,P1 2650.04 PENDANT LIGHT FIXTURE • • i �ii 11�� n • i NO IM ME �ME - �I���I��OR ME ME IN ATION 119 1/4" = 1'-0" ,< to a► a (0 QS1 2240.05 0 LO 2240.05 1230.23 1230.23 L2 0640.03 L Q-1130.05 1140.09 100'-0" - -- 100'-0" _- F.F. 4'-0" 2'-0" F.F. 2'-11" 2'-0" 3'-4 D'-6' -5ff 2 EQUAL 2 EQUAL 2 EQUAL 2 EQUAL NOTE: B.O. PENDANT LIGHT FIXTURES TO BE HUNG OVER ISLAND @ 7'-0" A.F.F. 18 Q ELEVATION 120 ,Eoo, g ELEVATION 120 IE001 1/4" = 1'-O" 1/4" = 1'-0" .44 d co 2240.06 2240.06 ° QS1 1230.23 0640.03 L, 1020.50 100'-0" F.F. 2,-2" 4'_0» 2 EQUAL ELETION 120 IE001 20 1/4VA " = 1'-0" 1 Q UVA� 120 IE001 J 1/4" = 1'-0" 7 ELEVATION 120 IE001 1/4" = 1'-0" 0640.04 2240.0'�- 1230.23 - 0640.39 0960.13 100'-0" \ \ F.F. 6 DAMN 120 IE001 1/4" = 1'-0" <p> jjUVA,n0N ELI IE001 1/4" = 1'-0" 114'-2" :EILING ELEVATION 116 4„ = 1,_0„ 'ATION 118 4" = 1'-0" STAIN TO MATCH PL2 15u1/4vlA'noN 102 IE001 P1 0640.24 0640.38 0920.28 0640.32 0640.03 0960.13 131 100'-0" LZ 771 ,4100'-0" �,�--.I �I- z F.F. F.F. 121 121 ELEVATION 122 123 1 ELLEVATION 122 123 IE001 5B 1/4" = 1'-0" 5A 1/4" = 1'-0" ELEVATION 11L3 1 /4" = 1'-0" 9EUVA"nON 118 IE001 1/4" = 1'-0" oi eELEVATION 103 101/4" = 1'-0" Vf H V W � x c� "MCI Q 3 N 50 °off V) o o �- Q co O all O N Lu y. cm Z m � V O ~ w H 0 Q 0 w V O aa. A691 Pool "Olt pop CIS! V) h'qhmlkqwmml III MEN mom 111111 mmmmmm III MEN MITI i= 6 P- UVAMN 1 co to Poo' 1 oo/_ MEN NO I ON I nEILING 2240. ----- STAIN TO MATCH PL2 5E1/u4vlA"noN 41/4 1 STAIN TO MATCH PL2 ` " O; 11 ' r.r. 71-311 milli, 111111opm 1 3> 3 ELWA'MN IE001 yCEILING I STAIN TO i[ MATCH PL2 C6103'-8" kkh�_ IS w 00. (0 u) No. Lo 111110 do d' 1`CEILING 0640.39 2 E"A'nON _j=o EIVA"nON IE001 CEILING 0920.28 0640.24 O84O'38 OO4O'32 0960.13 Im 1I 11EUVA"nON IE001 1 KnON 12� IE001 9 REVA'nON IE001 8 MEVA*nON IE001, REVAMN 1/4ff = it -Off 1/411 = 11-011 1/411 = 11-off 1/4ff = 11-01, 71/4ff = 11-olf? Lo m 1000, U�:� Lo 00, Lo n co to 113).0 0610.0, 0920.52 6 EQUAL 6 EQUAL 6 EQUAL 6 EQUAL 6 EQUAL 7 J1/411 = 11-0/1 Aff = 11-off 131/4" = it -Off It 000 Iq 00 1000 0920.52 0640.05 0640. 0640.03 u� 00 -__ - V-__- ^~ .~~,. .~^~,. .~E~.,~ Pi 0920.28 _z__ Pi 0920.28 (0640.38 _<P 2240.01 4 -F - | ��^�'If 11Z 1\1111�/ J141001-011 a�100'-o r�� IE001,1 v'Lloo'-o 'Lloo'-O" r - - -I\-\- -,:, t tA J410o'-O" ���������0 ��U�"���� 0 �~�1�� ���w���� � �*��^���� �ON ' ���=�° � ° � ��_°�° � ----- ' ���*�. � w ��w~°�m � A�KnON 1-011 11 \ ` \ ` | ~ A"noN EE] 271/4�=�_�� �������=�_�� ^ ~ �-" ^ ~ Lq 00 =. ." IEoo 25u1/4vlA'noN ~ it 1-011 24 Eu=vAnoN Ytauw 0920.28 0640.03 2A4Q-/L4Ev1A P1 KEYNOTES DIVISION 013 - & 064003 PLASTIC LAMINATE VENEER BASE CABINETS WITH ADJUSTABLE SHELVES 0040.04 PLASTIC LAMINATE VENEER WALL CABINETS WITH ADJUSTABLE 8HELVE3 0640.05 PLASTIC LAMINATE COUNTERTOP / 4" SPLASH AS SHOWN 0640'24 ADJUSTABLE METAL SHELF STANDARDS' PROVIDE BLOCKING IN WALL AS REQUIRED 0640'32 SHELF BRACKET 0640'38 PLASTIC LAMINATE SHELF 0640'39 PLASTIC LAMINATE DRAWER 0640'40 PLASTIC LAMINATE DESK 0640.42 PLASTIC LAMINATE WARDROBE LOCKER 0840'43 PLASTIC LAMINATE SUPPORT BRACKET 0640'61 WOOD RUNNING TRIM 0640'88 HEADBOARD 0080'02 FIBER- REINFORCED PLASTIC PANEL. 4` X 4' EACH SIDE OF MOP SINK DIVISION 08 - OPENINGS 0810.08 SOLID CORE WOOD DOOR 0840'01 ALUMINUM STOREFRONT 0840.08 ALUMINUM STOREFRONT OPERABLE YV|NDOYY DIVISION09 - FINISHES 0920'28 5 , GYPSUM BOARD (TYPE Xl 0820.52 5 ° GYPSUM BOARD, MOISTURE RESISTANT (TYPE X) 0830.01 CERAMIC TILE 0830.08 BULLNOSE TRIM TILE 0830.12 FLUID -APPLIED, FABRIC- REINFORCED WATERPROOFING MEMBRANE 0960'13 4" RESILIENT BASE DIVISION 10 - SPECIALMES 1020.07 PREFABRICATED SHOWER COMPARTMENT 1020.20 SOAP DISPENSER(SURFACE-MOUNTED) 1020.23 STAINLESS STEEL SEMI -RECESSED TOILET PAPER DISPENSER 1020.28 STAINLESS STEEL SANITARY NAPKIN DISPOSAL (SEMI -RECESSED) 1020.30 STAINLESS STEEL SEMI -RECESSED PAPER TOWEL DISPENSER TRASH RECEPTACLE 1020.32 STAINLESS STEEL FRAMED MIRROR 1020.33 STAINLESS STEEL MOP RACK 1020.35 ROBE TOWEL HOOK 1020.41 WALL MOUNTED TOWEL BAR 1050.13 STAINLESS STEEL WIRE SHELVES DIVISION 11 - EQUIPMENT 1130.07 CLOTHES DRYER 1130.14 CLOTHES WASHER DIVISION12 -FURNISHINGS 1230.23 QUARTZ COUNTERTOP WITH SPLASH AS SHOWN DIVISION 22~~PWMBING (M PWMBING) 2340.01 WATER CLOSET. ORIENT FLUSH VALVE TOWARDS ACCESSIBLE SPACE AT ACCESSIBLE STALLS � RESTROOMS 2240.02 URINAL 2340'03 WALL -HUNG LAVATORY WITH CARRIER 2240.06 STAINLESS STEEL DROP -IN SINK 2240.08 SHOWER HEAD 2240'11 MOP SINK 2240.21 EMS DECONTAMINATION SINK WITH HAND NOZZLE SPRAYER 2240.23 UNDERK4OUNT SINK 2240'25 SHOWER VALVE 2240.31 ADA COMPLIANT SINK U � � un CN � - n uu ~ � r4 � <� z v� 9 d R 1 /'%" R 1 /7" k 01I \ M *BACKGROUND (COLORS TO BE SELECTED BY ARCHITECT). USE 3�" RAISED LETTERS. USE GRADE 2 BRAILLE POSITIONED DIRECTLY BELOW TEXT. LOCATE ON WALL NEXT TO ROOM ENTRY. SIGNAGE MOUNTED ON GLASS SHALL HAVE A COORDINATED LAMINATE BACK mu DETAIL 1D004 23 it = E ii 2 1 ELEVATION 137 IE001 1/41, = 1'-0/1 .L 1 nA' _ R" CEILING 108 -8 N 108 -8 N 108 -$ N 108 -8 N , a / Q 1010.55 \ Na \ \ N \ \ \ N \ \ N \ \ RE: 2 A6.3 \ \ \ \ \ \ \ \ \ \ 0920.28 \ \ \'�, \ \ PER \ \ \ \ \ pq \ 103'-8" \ \ \ \ \ \ \ \ \ \ A.F.F / / / / / / J14100'-0» Tr.r. ELEVATION 116 IE001 IE0013E1/L4wlAnoN I I 1 I I I I I I I I I 1 I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I i u KEYNOTES DIVISION 04 - MASONRY 0420.25 THIN BRICK 0440.07 STONE VENEER 0470.14 MORTAR BED ON METAL LATH DIVISION 05 - METALS 0550.62 6" PIPE BOLLARD. FILL WITH CONCRETE 0550.65 METAL FASTENER 0550.66 STAINLESS STEEL FASTENER 0510.03 DECORATIVE GUARDRAIL SYSTEM (3'-6" HIGH) 0570.13 DECORATIVE METAL MEDALLION 0570.18 1/2" DIAMETER STEEL BAR DIVISION 06 - WOOD, PLASTICS, do COMPOSITES 0610.03 2X WOOD BLOCKING 0610.10 2 X 6 WOOD STUDS AT 16" O.C. 0620.02 1 X HARDWOOD TRIM 0640.03 PLASTIC LAMINATE VENEER BASE CABINETS WITH ADJUSTABLE SHELVES 0640.04 PLASTIC LAMINATE VENEER WALL CABINETS WITH ADJUSTABLE SHELVES 0640.39 PLASTIC LAMINATE DRAWER 0640.42 PLASTIC LAMINATE WARDROBE / LOCKER 0640.61 WOOD RUNNING TRIM 0640.83 TEMPERED PEGBOARD DIVISION 09 - FINISHES 0920.04 3 5/8" METAL STUDS (20 GAUGE MINIMUM) AT 16" O.C. 0920.26 '5/8" CEMENTITIOUS BACKER BOARD 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.39 1/2" WIDE PRE -MANUFACTURED CONTINUOUS ALUMINUM REVEAL TRIM 0960.13 4" RESILIENT BASE DIVISION 10 - SPECIALTIES 1010.09 RECESSED DISPLAY / TROPHY CASE 1010.17 VINYL / ACRYLIC GRAPHICS (RE: SIGNAGE CATALOG) 1010.30 RAISED LETTERS AND SYMBOLS 1010.31 RAISED BRAILLE LETTERING 1010.55 INTERIOR ROOM SIGNAGE 1050.09 SCBA TANK STORAGE UNIT DIVISION 11 - EQUIPMENT 1140.09 ICE MACHINE DIVISION 26 - ELECTRICAL (RE: ELECTRICAL) 2620.04 ELECTRICAL OUTLET 2650.01 RECESSED LIGHT FIXTURE 2650.04 PENDANT LIGHT FIXTURE 2650.22 INTERIOR LIGHT FIXTURE (RE: ELECTRICAL) Z *6 0 0 P �Q F' � y h V un V V) �ou V o 3 Q cc) O o N m O O u.j< r) Z Q r) 0 Y v W U V O 0- A63 . � 13mi_i/2A=clr'*-*oE"T ►-i- W 1h, �1 I/ 4.. = F _U.. 7 CATION 101 IE001 1/4" = 1'-0" 6 101 N IE001v IE001 1/4" = 1'-0" 1/5Eu4" = 1AwN101'-0" FICIms 7DETAL- PANTRY ID005 if/ = 11-0/1 DETA,�- LOBBY ID005 1" = 1'-0" 2'-011 0640.75 0640.46 0640.07 r 0610.03 in OPEN FOR MICROWAVE WITH TRIM KIT - r 0610.07 0610.03 CD d' � co I M co WAVE MICROF WITH TRIM KIT -----►- ICI ►-, III 064046 •. - • 3" 6 DETAL Kff Cl-M ID005 1" = 1'-0" 14 DETAL- DAYROOM ID005 1" = 1'-0" TO WINDOW SILL 0 SIM. NO UPPER CABINETRY © SIM. DETAIL- KITCFM ID005 5 1" = 1'-0" 13DETAL- DAYROOM ID005 1„ = 11-0/1 0420.25 0920.26 0920.03 0610.36 0620.02 0550.67 : 10 AE 2330.09 4 4 d- co oa r 2'-4" 1 1 1, 0420.25 - 0920.03 0790.02 - 1230.23 0610.37 0640.17 - 0640.63 - 0640.75 0640.39 0640.38 0640.39 0640.39 0640.17 SELF CLOSING 0960.13 0610.37 0610.03)- 3f/ 4 DETAL TRAMG ROIom DETAL- KITCI*N ID005 1" = 1'-0" 3 1" = 1'-0" 21-p1, 1'-6» 12 DETAIL- DAYROOM ID005 1" = 1'-0" 2 DETAL. KITCHEN ID005 1" = 1'-0" 9 DETAL. Kff CI*N I1)005 1" = 1'-0" a- 11101 DETAL- KffCI-M ID005 = NOT TO WINDOWSII 0 SIM. 0640.81 REMOVABLE SLIDIN CUTTING BOARD UPPER CABINETRY @ SIM. 8 DETAL �C�EN ID005 1" = 1'-0" DETAL- Kf f C iM ID005 DETAL-ISLAND ID005 11 1" = 1'-0" lot1" = 1'-0" DETAL-ISLANDy ID005 1" = 1'-0" DEq.-I�ND ID005 15,1TA " = 1'-0" KEYNOTES DIVISION 04 - MASONRY 0420.25 THIN BRICK 0440.07 STONE VENEER DIVISION 05 - METALS 0510.07 STEEL BEAM (RE: STRUCTURAL) 0550.67 METAL SUPPORT BRACKET DIVISION 06 - WOOD, PLASTICS, & COMPOSITES 0610.01 SHIM AS REQUIRED 0610.02 1 X WOOD BLOCKING 0610.03 2X WOOD BLOCKING 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0610.11 2 X 6 WOOD FRAMING 0610.34 1/4" PLYWOOD 0610.36 1 /2" PLYWOOD 0610.37 5/8" PLYWOOD 0610.38 3/4" PLYWOOD 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) 0620.02 1 X HARDWOOD TRIM 0620.13 FIXED PAINTED HARDWOOD PLYWOOD SHELVES (5) ON WOOD CLEATS 0640.04 PLASTIC LAMINATE VENEER WALL CABINETS WITH ADJUSTABLE SHELVES 0640.05 PLASTIC LAMINATE COUNTERTOP / 4" SPLASH AS SHOWN 0640.07 3/4" PLYWOOD 0640.17 DRAWER GLIDE 0640.18 ADJUSTABLE SHELVING 0640.21 3" WIRE GROMMET 0640.24 ADJUSTABLE METAL SHELF STANDARDS. PROVIDE BLOCKING IN WALL AS REQUIRED 0640.30 1/4" CLEAR TEMPERED GLASS SHELVES 0640.31 1/4" CLEAR TEMPERED GLASS BYPASS SLIDING DOORS AND ALUMINUM TRACK 0640.32 SHELF BRACKET 0640.38 PLASTIC LAMINATE SHELF 0640.39 PLASTIC LAMINATE DRAWER 0640.45 PLASTIC LAMINATE CABINET BACK 0640.46 PLASTIC LAMINATE CABINET DOOR 0640.63 REMOVABLE HARDWOOD DIVIDERS 0640.75 DECORATIVE PULL 0640.79 KNIFE STORAGE INSERT 0640.80 LAZY SUSAN 0640.81 CUTTING BOARD 0640.82 TIP OUT TRAY DIVISION 07 - THERMAL & MOISTURE PROTECTION 0790.01 SEALANT WITH BACKER ROD AS REQUIRED 0790.02 CAULKING DIVISION 09 - FINISHES 0920.03 3 5/8" METAL STUDS (20 GAUGE MINIMUM) AT 8" O.C. 0920.26 5/8" CEMENTITIOUS BACKER BOARD 0920.30 5/8" ABUSE RESISTANT GYPSUM BOARD 0960.13 4" RESILIENT BASE DIVISION 10 - SPECIALTIES 1020.47 VINYL COATED PIPE INSULATION 1020.49 UNDER -COUNTER DOUBLE BIN WASTE CONTAINER DIVISION 11 - EQUIPMENT 1130.11 FOOD DISPOSAL DIVISION 12 - FURNISHINGS 1230.23 QUARTZ COUNTERTOP WITH SPLASH AS SHOWN DIVISION 22 - PLUMBING (RE: PLUMBING) 2240.05 STAINLESS STEEL UNDERMOUNT SINK DIVISION 23 - HEATING, VENTILATING, & AIR-CONDITIONING (HVAC) (RE: MECHANICAL) 2330.09 TYPE I STAINLESS STEEL KITCHEN VENTILATION HOOD WITH INTEGRAL FIRE SUPPRESSION SYSTEM 2330.12 STAINLESS STEEL SPLASH PANEL DIVISION 26 - ELECTRICAL (RE: ELECTRICAL) 2650.09 UNDER CABINET LIGHT ,NWI MR LA W of U cd Advo�^ "MCI 3 V) V) ` V o u: �G U O w O O m N OZ cocoZ LLJ Y ~ uu Q r) w n = U 0 a A6*4 X 2'-0" 441<x .�X 1'-2„ 0610.03 0610.02 0610.38 0640.04 0640.46 0640.22 0640.24 0640.45 0610.02 2650.09 N N N 0610.38 0610.02 0640.45 0640.38 0610.02 0640.24 0640.22 0610.02 0640.45 0610.38 0960.13 0610 02 2'-0" 1» i.•• • I owl 11 Ile -II III■■, •. • • 'I,I ®�1.111�,,l� SIG; I, 2'-0" 1 3/4" PL3 0790.025 7 0790.02 1 II WIN— PMA •• • i N 0 1�0'-0"_ _ YCEILING C.O. ELBOW CATCH o 14'-oil _ YC.O. WIRE PULL *.0. ELBOW CATCH --- F—�` 0610.02 -- -- ------ ---- 3r. B_1 3„ 0610.03 NO UPPER CABINETRY © SIM. NO UPPER CABINETRY @ SIM. _ NO BASE CABINETRY @ SIM. 13 QS2 ROOM 106 DETAL— DESK ID005 DETAL— LAUNDRY ID005 DETAIL— EMS SOPPY ID005 DETAL— EMS SUPPLY ID005 DETAL— UTLITY ID005 DETAIL— BEDROOM ID005 7 _ 6 1„ = 1,_0„ 5 1„ = 11_0„ 4 1;, = 1,_0„ 3 1„ _ 1,_0,. 2 1„ _ 1,_0„ 1 1 0 j0950.01 F: PLANILING»0.09 �0920.28 -� i I T » 2 -0----71 2,_0„ 0920.35 REF: PLAN CEILING 3/4 0610.02 0610.38 0640.21 0610.38 0610.30 0640.45 v N 0790.02 � o0 � 1230.23 0640.22 L 0 0640.45 � .- 0610.38 0640.17 o i SELF CLOSING 0640.39 N 0930.10 0610.02 DETAL— BEDROOM ID005 DETTAIL— BATHROOM ID005 1„ = 11-0„ 13 1„ = T-0" 1 NOTE: LEAVE OPENING FOR PLUG COORDINATE WITH ELECTRIC 8" 2 DET =11-0/1 ;12����W! /2'-0» 1" 3/4„ PLC 2>—� 5• • • • �liM .. • � lil � T �III - .. i.•• I ® �II � �11�'il—�� lii•II •. - � - ��II:II� 611�II •. • • ��Illil� lilll!I� �r n» 1,0 , CEILING 4" DEEP W/ \ T OUT HANDLE ' o `zh. / DETAL— BEDROOM ID005 1 = WINDOW SILL @ SIM. I I I err I --7� �" i i 3» Bi p a 1r_7„ NO UPPER CABINETRY @ SIM. LOUNGEID005 DETAL LOUN = ID005 DETAL. LOUNGE ID005 DETAIL DMG ID005 9 DETAL TRAINING ID005 DETAL. TRAININGDETA�..- CORR�OR ID005 DETAp.— BEDROOM ID005 — — — — 8 — 18 Q II _ /_ „ % II = /_ „ 16D1E7rlAL it ,_0„ 151 „ = 1,_0„ 11 1„ = 1,_0„ 1O 1„ = 1,_0„ 1„ = 1,_0„ 1„ - 1,_0/1 1- 1 0 1/ 1 1 0 SIGNAGE SHALL BE MOUNTED ON THE WALL TO THE STRIKE TAS ACCESSIBLE RESTROOMS: TAS ADAPTABLE RESTROOM: SIDE OF DOOR OR ON THE 102 TOILET 103 TOILET 3'-0" CLEAR_ NEAREST ADJACENT WALL IF 113 TOILET THERE IS NOT WALL SPACE ON THE STRIKE SIDE. USE MFR. REC. MOUNTING HEIGHT AT USE MFR. REC. USE MFR. REC. NON-H.C. FIXTURES 8" MAX. • o SOAP DISH - -ACCESSIBLE 0 MOUNTING HEIGHT AT MOUNTING HEIGHT AT H.C. URINALS TO O 0 SHOWER w w CORNER NON -ACCESSIBLE NON -ACCESSIBLE PROJECT 14" MIN. w / - RESTROOMS RESTROOMS FROM WALL 1'-5" Q zo Q VALVE o ¢ DISH MIN. o � ® —FLUSH LINE OF WALL 12 MAX. ®42 LONG 8" D GRAB BAR O U) W U = 0 _ -J HANDLE ON F_ x J Q 0 ¢ U o OPEN SIDE 2-11 MAX. - > x a �_,j �x0xa x0Xa O ^ z u-W Q � � � Z<W<o < w < 0 x x ~= OF ROOM 6" MAX. ® 36"LONG . 1 x a O> W a ¢ x w _ a� a m W M IL M w ¢ Q V) .. U io O pp = a n- n. C- Z z z in X GRAB BAR _z ¢ "� I '� z 2 _ J M� � a - I °0 I c0 z o O w- �t Z .. a0 L_ _ O W U- 1 O ED Q 0 ifl Q , „ ® 2 � d �t It o _ o _ oo - 0 8 oo _ o Iw d �� I Q IH I It- I Z X O I- <O 'i-� v O c0 W I 1- Lt,. � .- N a W O I- CO = 't Z 4 W d Z d W 00 I 00 " O Q I� M' I O W (!) M -1 O O 9 O 0 M M I) °p Q I z LINE OF WALL M M rn '- ih m W I v I o I CL w in w � `. U a W g N I� N I i� a i� to tL U_ FINISH FLOOR °' O N N N ADA WATER CLOSET ADA DUAL TOILET S.S. GRAB BAR TOWEL HOOK URINAL LAVATORY ROOM MIRROR SOAP TOWEL BAR PAPER TOWEL ELECTRIC WATER WALL MOUNTED FIRE SHOWER CONTROLS SHOWER CONTROLS SHOWER ROOM 102, 103, & 113 PAPER DISPENSER ROOM 102 & 113 ROOM 205, 207, ROOM 207, 209, 102, 103, 113 ROOM 102, 103, 113, DISPENSER ROOM 205, DISPENSER COOLER (HIGH/LOW) FIRE EXTINGUISHER EXTINGUISHER ROOM: 205, 207, 209, 211, ROOM: 205, 207, 209, 211, ACCESSORIES ROOM 102, 103, 113, 209, 211, 213, 211, 213, 215, 205, 207, 209, 211, ROOM 102, 103, 207, 209, 211, AND TRASH ROOM 101 CABINET 2131 215, 217 AND 213, 215, 217 AND ROOM: 205, 207, 205, 207, 209, 211, 215, 217 217 213, 215, 217 113, 115, 213, 215, 217 ROOM 102, 209, 211, 213, 213, 215, 217 128, 129, 205, 103, 113 215, 217 207, 209, 211, TYPICAL ACCESSIBLE MOUNTING HBGHTS 213, 215, 228 217, - - --- - 3/8" = 1'-0" KEYNOTES DIVISION 05 - METALS 0550.55 METAL BRACKET 0550.78 STEEL TUBE (RE: STRUCTURAL) DIVISION 06 - WOOD. PLASTICS. & COMPOSITES 0610.02 1X WOOD BLOCKING 0610.03 2X WOOD BLOCKING 0610.09 2 X 4 WOOD STUDS AT 16" O.C. 0610.30 WOOD BLOCKING 0610.36 1 /2" PLYWOOD 0610.37 5/8" PLYWOOD 0610.38 3/4" PLYWOOD 0640.03 PLASTIC LAMINATE VENEER BASE CABINETS WITH ADJUSTABLE SHELVES 0640.04 PLASTIC LAMINATE VENEER WALL CABINETS WITH ADJUSTABLE SHELVES 0640.05 PLASTIC LAMINATE COUNTERTOP / 4" SPLASH AS SHOWN 0640.07 3/4" PLYWOOD 0640.17 DRAWER GLIDE 0640.18 ADJUSTABLE SHELVING 0640.21 3" WIRE GROMMET 0640.22 WIRE PULLS 0640.24 ADJUSTABLE METAL SHELF STANDARDS. PROVIDE BLOCKING IN WALL AS REQUIRED 0640.38 PLASTIC LAMINATE SHELF 0640.39 PLASTIC LAMINATE DRAWER 0640.40 PLASTIC LAMINATE DESK 0640.43 PLASTIC LAMINATE SUPPORT BRACKET 0640.44 PLASTIC LAMINATE REMOVABLE ACCESS PANEL 0640.45 PLASTIC LAMINATE CABINET BACK 0640.46 PLASTIC LAMINATE CABINET DOOR 0640.47 TOE KICK 0640.48 HEAVY DUTY STEEL COAT ROD 0640.50 PLASTIC LAMINATE PANEL 0640.65 ELBOW CATCH 0640.75 DECORATIVE PULL DIVISION 07 - THERMAL & MOISTURE PROTECTION 0790.02 CAULKING DIVISION 08 - OPENINGS 0870.10 DISC TUMBLER LOCK DIVISION 09 - FINISHES 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.35 CORNER BEAD, TYPICAL 0930.01 CERAMIC TILE 0930.10 COVE TILE 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X 2') 0950.09 ACOUSTICAL CEILING TILE TRANSITION STRIP 0960.13 4" RESILIENT BASE DIVISION 10 - SPECIALTIES 1020.34 VINYL -COATED PIPING WRAP 1020.47 VINYL COATED PIPE INSULATION DIVISION 12 - FURNISHINGS 1230.23 QUARTZ COUNTERTOP WITH SPLASH AS SHOWN DIVISION 22 - PLUMBING (RE: PLUMBING) 2240.05 STAINLESS STEEL UNDERMOUNT SINK 2240.06 STAINLESS STEEL DROP -IN SINK 2240.24 PORCELAIN SINK DIVISION 26 - ELECTRICAL Me ELECTRICAL) 2650.09 UNDER CABINET LIGHT N .¢.I o u: �O ^ w O c¢ m m Z uj Z W-j U U w LLj Q p ce p 3:ce U Iz A6*5 2'-0" 44 1'-3" i ol 0 r- I i ,- •. ! ! • OPENING LUG'. I N A TE WITH 0610.44 0610.02 0610.38 0640.21 0610.38 0610.30 0640.45 0610.02 0920.28 0510.07 0610.44 0610.02 0 i 5 DETA�.- HALLWAY ID005 DETAA. BEDROOM ID005 lit= 1'-0" 4 1" = 1'-0" NOTE: LEAVE FOR P COORD ELECT 3 DETAIL- BEDROOM ID005 lit = 11-011? YCEILING - ,�, 6'-77„ Y C.O. ELBOW C�Pli�c�yl�l ,k4'-0" _ _ YC.O. WIRE PULL ni1 KEYNOTES DIVISION 05 - METALS 0510.07 STEEL BEAM (RE: STRUCTURAL) DIVISION 06 - WOOD, PLASTICS, &COMPOSITES 0610.01 SHIM AS REQUIRED 0610.02 1 X WOOD BLOCKING 0610.03 2X WOOD BLOCKING 0610.30 WOOD BLOCKING 0610.36 1 /2" PLYWOOD 0610.38 3/4" PLYWOOD 0610.44 2X WOOD FRAMING (RE: STRUCTURAL) �/ ♦ 0610.52 2 X 4 WOOD FRAMING 0640.17 DRAWER GLIDE 0640.18 ADJUSTABLE SHELVING 0640.21 3" WIRE GROMMET o 0640.22 WIRE PULLS 0640.24 ADJUSTABLE METAL SHELF STANDARDS. PROVIDE BLOCKING IN WALL AS REQUIRED 0640.45 PLASTIC LAMINATE CABINET BACK 0640.50 PLASTIC LAMINATE PANEL 0640.65 ELBOW CATCH DIVISION 08 - OPENINGS 0870.10 DISC TUMBLER LOCK DIVISION 09 - FINISHES 0920.28 5/8" GYPSUM BOARD (TYPE X) 0960.13 4" RESILIENT BASE SIGNAGE SHALL BE MOUNTED ON THE WALL TO THE STRIKE TAS ACCESSIBLE RESTROOMS: TAS ADAPTABLE RESTROOM: SIDE OF DOOR OR ON THE 102 TOILET 103 TOILET i 3'-0" CLEAR I NEAREST ADJACENT WALL IF 113 TOILET THERE IS NOT WALL SPACE ON THE STRIKE SIDE. USE MFR. REC. MOUNTING HEIGHT AT USE MFR. REC. USE MFR. REC. NON-H.C. FIXTURES ,' 8" MAX. MOUNTING HEIGHT AT MOUNTING HEIGHT AT H.C. URINALS TO o SOAP DISH o NON -ACCESSIBLE NON -ACCESSIBLE PROJECT 14" MIN. a / w SHOWER I w RESTROOMS RESTROOMS FROM WALL 1'-5" o 0 o w VALVE I o ¢ CORNER MIN* n- O a v o DISH LINE OF WALL 12" MAX. 0 42" LONG �� 8 a o _ _ / DLE ON GRAB BAR o u' J = U = r L_ -J -w w \�` oN ~ROOM SIDE 2 -11 MAX. 0 .� z> X a w Q o' w 0 w z c w Q Q o 0 a 0 a o x I X » w= vi 6 MAX. 0 36 LONG I x ih X �c� ¢ o> w U C° ¢ o ¢ m - x m �a�a n- �a�a¢ o- ¢¢ rFSH GRAB BAR Z¢ I d .. ? z - coa w '� 1= _ m . I z _ o o o w ¢ o - a co¢ o ¢ - a co¢,»Z>< �, 0 / u ., I _ `I owa i-l��= I Sao N a �¢ o o f Z�I I Z�i -0 8 o< - i V) c i o io i o w to '� i� J o o �- `t 0 w d i 0 w m�0ovwi 0� 0�0o¢ LINE OF WALL ° N N j �ma v o0 ;�� o FINISH FLOOR.- °' N N N ` ADA WATER CLOSET ADA DUAL TOILET S.S. GRAB BAR TOWEL HOOK URINAL LAVATORY ROOM MIRROR SOAP TOWEL BAR PAPER TOWEL ELECTRIC WATER WALL MOUNTED FIRE SHOWER CONTROLS SHOWER CONTROLS SHOWER ROOM 102, 103, & 113 PAPER DISPENSER ROOM 102 & 113 ROOM 205, 207, ROOM 207, 209, 102, 103, 113 ROOM 102, 103, 113, DISPENSER ROOM 205, DISPENSER COOLER (HIGH/LOW) FIRE EXTINGUISHER EXTINGUISHER ROOM: 205, 207, 209, 211, ROOM: 205, 207, 209, 211, ACCESSORIES ROOM 102, 103, 113, 209, 211, 213, 211, 213, 215, 205, 207, 209, 211, ROOM 102, 103, 207, 209, 211, AND TRASH ROOM 101 CABINET 213, 215, 217 AND 213, 215, 217 AND ROOM: 205, 207, 205, 207, 209, 211, 215, 217 217 213, 215, 217 113, 115, 213, 215217 R ROOM 102, 209, 211, 213,, 213, 215, 217 128, 129, 205, 103, 113 215, 217 207, 209, 211, TYPICAL ACCESSOLE MOUNTING WJOffS 213, 228 217, cn � V o N � � U o m m Z 0 uj Q 0 Z w 0 � Y U Z U ~ U W w a A6.6 3/8" = 1'-0" KEYNOTES K 3 0610.52 0920.37 REF: P 0920.28 CONTROL JOW DETAL 0007 1-1/2„ = 1'-0" MADER DETAL 1D007 1-1/2" = 1'-0" 11'-0" 4 RM DOWN WN DETAL ID007 3/4" = 1'-0" REF: PLAN _ 5 MW DOWN DETAIL ID007 3/4" = 1'-0" 0330.03 0780.06 0610.11 0520.01 0950.01 REF: PLAN 0950.09 0980.03 2-HR RATED FLOOR ASSEMBLY UL DESIGN NO. G554 6 DOWN DffAL ID007 3/4" = 1'-0" r-r: ! � ,i REFLECTED CEMG PLAN 1/8„ = 1,-0„ REMOVAL OF PANELS �V ruw TRuE NORTH NORTH DIVISION 03 - CONCRETE 0330.03 CONCRETE TOPPING SLAB (RE: STRUCTURAL) DIVISION 04 - MASONRY 0420.02 HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY 0420.10 4" CONCRETE MASONRY UNITS 0420.18 12" CONCRETE MASONRY UNITS 0420.24 VERTICAL REINFORCING IN CONCRETE MASONRY UNITS (RE: STRUCTURAL) DIVISION 05 - METALS 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) 0550.54 POLISHED BRASS SLIDING POLE WITH FOAM LANDING MAT DIVISION 06 - WOOD, PLASTICS, &COMPOSITES 0610.11 2 X 6 WOOD FRAMING 0610.29 2X WOOD HEADER (RE: STRUCTURAL) 0610.36 1/2" PLYWOOD 0610.47 2 X 4 CEILING JOISTS @ 16" O.C. 0610.52 2 X 4 WOOD FRAMING 0620.02 1 X HARDWOOD TRIM 0640.13 1/2" PLASTIC LAMINATE VENEER MEDIUM DENSITY FIBERBOARD DIVISION 07 - THERMAL & MOISTURE PROTECTION 0780.06 FIRE RESISTIVE JOINT SYSTEM 0790.02 CAULKING DIVISION 08 - OPENINGS 0810.02 HOLLOW METAL FRAME 0830.17 UPWARD -ACTING SECTIONAL DOOR DIVISION 09 - FINISHES 0920.10 7/8" FURRING CHANNELS AT 16" O.C. 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.35 CORNER BEAD, TYPICAL 0920.37 GYPSUM BOARD CONTROL JOINT 0920.52 5/8" GYPSUM BOARD, MOISTURE RESISTANT (TYPE X) 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X 2') 0950.09 ACOUSTICAL CEILING TILE TRANSITION STRIP 0980.03 3 1/2" SOUND ATTENUATION INSULATION DIVISION 10 - SPECIALTIES 1070.01 CUSTOM SHADING DEVICE DIVISION 12 - FURNISHINGS 1220.01 MINI -BLINDS DIVISION 21 - FIRE SUPPRESSION (RE: PLUMBING) 2110.05 FIRE SPRINKLER PIPING DIVISION 23 - HEATING. VENTILATING, & AIR-CONDITIONING (HVAC) (RE MECHANICAL) 2380.02 ROOM AIR CONDITIONING UNIT DIVISION 26 - ELECTRICAL (RE: ELECTRICAL) 2650.05 COVE -MOUNTED WALL WASHER LIGHT FIXTURE UK E 43 SYMBOL DESCRIPTION ALL FIXTURES RE: ELECTRICAL CEILING TILES & GRID, TYP. GYPSUM BOARD CEILING, W/ C.J. ® SPECIFIED LOCATIONS TYP. RATED CEILING ®2-HR RE: 6/A7.1 1-HR RATED CEILING DECK CEILING ®METAL SYSTEM METAL DECK ACOUSTICAL CEILING SYSTEM 9 V o Q w �G V O < CD m C> G G N m m O Q 0 Zulj w 0 U _ U U W -� w a A7.1 KEYNOTES 2 -MWN DffAL ID007 1-1/2" = 1'-0" 9 IIIII/Illlllllllllllllllllu�`WElr • • • . 711 VIA _.� , • . • • �► �� 11'I11 r � � ►��F, , 1► P1 M"a0610- 0. . 0610.03 4 R=-MWN DUAL ..� it -ON 0920.10 0530.05 CEILING SYS' 0510.04 0610.52 to N I c c 0510.07 0920.1 CI 0920.2E35�Pi 0920.39 0740.36 0610.52 0610.29 1'-7 7/8" -WWN � ID007 5 1-1/2" = 1'-0" )M SH 6 DOWN �� l0007 1-1/2" = V-0" .f wff -f .ff .f -If -I ./I .I .." -I .If .I -It -I .If .I ..If . .I -to .I -It . ./ / _" • .f -19 REFLECTED M NG PLAN 0 1-1/2" = 1'-0" 1-1/2" = 1'-0" 1/8" = T-0" 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0510.07 STEEL BEAM (RE: STRUCTURAL) 0530.05 ACOUSTICAL METAL DECK (RE: STRUCTURAL) DIVISION 06 - WOW, PLAS7 M do WMP097M 0610.03 2X WOOD BLOCKING 0610.09 2 X 4 WOOD STUDS AT 16" O.C. 0610.11 2 X 6 WOOD FRAMING 0610.25 GLUE -LAMINATED BEAM 0610.29 2X WOOD HEADER (RE: STRUCTURAL) 0610.36 1 /2" PLYWOOD 0610.47 2 X 4 CEILING JOISTS ® 16" O.C. 0610.52 2 X 4 WOOD FRAMING DIVISION 07 - 7HERMAL & MOISTURE PROTECTION 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 0740.39 1X6 FIBER REINFORCED CEMENTITIOUS TRIM DIVISION 08 - FINISHES 0920.10 7/8" FURRING CHANNELS AT 16" O.C. 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.35 CORNER BEAD, TYPICAL 0920.39 1/2" WIDE PRE -MANUFACTURED CONTINUOUS ALUMINUM REVEAL TRIM 0950.01 SUSPENDED ACOUSTICAL LAY -IN TILE CEILING (2' X 2') 0950.09 ACOUSTICAL CEILING TILE TRANSITION STRIP DIVISION 10 - SPECIALTIES 1070.01 CUSTOM SHADING DEVICE DIVISION 11 - EQUIPMENT 1150.07 CEILING RECESSED MOTORIZED PROJECTION SCREEN. PROVIDE SUSPENSION SYSTEM & BRACING AS REQUIRED DIVISION 12 - FURNISHINGS 1220.01 MINI -BLINDS :.DESCRIPTION Ilmll IL "M RE: ELECTRICAL CEILING TILES & �I12X2 GRID, GYPSUM BOARD c SPECIFIED 'LOCATIONS TYP. RATED CEILING ,......... .......... 1-HR RATED CEILING METAL DECK CEILING STEM METAL DECK ACOUSTICALl CEILING SYSTEM N �- Je- N LL theV c < <o Q cu C a c V_ g m m m Z Z LuLu LL Q 0 ¢ 0 w V C a A7.2 RAN TRUE NORTH Naeni KEYNOTES 2 FM DUALID007 1-1/28 = 1'-ON 3 DOWN �� ID007 1-1/2" = 1'-0" 4 DOWN �� ID007 1-1/2" = 1'-0„ __-__---- I ----------------� I I I 1 L--------- - - - - - - DIVISION 04 - MASONRY 0440.07 STONE VENEER 0470.14 MORTAR BED ON METAL LATH DIVISION 05 — METALS 0510.07 STEEL BEAM (RE: STRUCTURAL) 0520.01 STEEL JOIST (RE: STRUCTURAL) DIVISION 06 — WOOD. PLASTICS. & WMPOS17M 0610.11 2 X 6 WOOD FRAMING 0610.12 2 X 8 WOOD FRAMING 0610.36 1 /2" PLYWOOD 0610.52 2 X 4 WOOD FRAMING DIVISION 07 — THERMAL do MOISTURE PROTECTION 0740.36 FIBER REINFORCED CEMENTITIOUS SIDING 0790.01 SEALANT WITH BACKER ROD AS REQUIRED 0790.02 CAULKING DIVISION 09 — FINISHES 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.35 CORNER BEAD, TYPICAL 0920.36 J—MOULD, TYPICAL DIVISION 26 — ELECTRICAL (RE: ELECTRICAL) 2650.22 INTERIOR LIGHT FIXTURE (RE: ELECTRICAL) r� SYMBOL CEILING TILES & GRID, BOARDGYPSUM .0.. LOCATIONS TYP. 2-HR CEILING RE: :ARATED ...................1—HR RATED CEILING N �- J N 6L Y v c < 3 �° Q u, C o� C m � n coc° Z Q uj Z 0 uj Y V I.' LL Q 0 0 V a A7.3 ', w.SO1J HtWN 31b1. 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FIELD (AT REST ROOMS) CROSSVILLE COLOR BLOX 6" X 6" 1101 SAND BOX CT4 CERAMIC TILE ACCENT (AT REST ROOMS) CROSSVILLE COLOR BLOX 6" X 6" 1112 MR. GREEN JEANS CT5 CERAMIC TILE ACCENT (AT REST ROOMS) CROSSVILLE COLOR BLOX 12"X12", 6"X12" & 6"X6" 1117 1 SEE THE MOON CT6 CERAMIC TILE ACCENT (CORRIDOR) CROSSVILLE COLOR BLOX 12" X 12" 1119 NIGHT NIGHT F1 CARPET TILE - PATTERN TANDUS C&A AFTERMATH 11 - KHAKI F2 CARPET TILE - SOLID TANDUS C&A PLEXUS COLOR - SOFT TAUPE F3 CARPET TILE - SOLID TANDUS C&A PLEXUS COLOR - FRENCH ALMOND F4 RUBBER FLOOR (WEIGHT ROOM) ROPPE TUFLEX DUSK 936 F5 ROPPE RUBBER TILE RAISED SQUARE DESIGN FAWN 140 F6 SEALED CONCRETE F7 GROUND, POLISHED AND SEALED CONCRETE P1 PAINT (BASE) SHERWIN WILLIAMS SW6106 KILIM BEIGE USE EPDXY PAINT IN RESTROOMS, APPARATUS BAY, AND APPARATUS SUPPORT SPACES P2 PAINT (CEILINGS) SHERWIN WILLIAMS SW7013 IVORY LACE P3 PAINT (ACCENT LT) SHERWIN WILLIAMS SW2826 COLONIAL REVIVAL GREEN STONE P4 PAINT (ACCENT MED) <� SHERWIN WILLIAMS SW7737 MEADOWS TRAIL P5 PAINT (ACCENT DK) SHERWIN WILLIAMS SW6167 GARDEN GATE P6 PAINT (ACCENT RED) SHERWIN WILLIAMS SW7593 RUSTIC RED P7 NOT USED P8 PAINT (NEUTRAL DK) SHERWIN WILLIAMS SW6108 LATTE P9 PAINT (DOOR FRAME) SHERWIN WILLIAMS SW7040 SMOKEHOUSE PL1 PLASTIC LAMINATE (DOOR) WILSONART BRAZILWOOD 7946 PL2 PLASTIC LAMINATE (MILLWORK) WILSONART SHAKER CHERRY 7935 PL3 PLASTIC LAMINATE (BED DESK) WILSONART SHEER MESH 4876 PL4 BUMP OUT FIELD PIONITE BLACK - SOFT LEATHER C-FINISH PL5 BUMP OUT ACCENT PIONITE MORROCAN FRESCO QS1 QUARTZ SURFACE (KITCHEN) CAMBRIA BROWNHILL QS2 QUARTZ SURFACE (BATHROOM) CAMBRIA CARDIFF CREAM TS1 THIN STONE BROOKSTONE OKLAHOMA BLEND WC1 VINYL WALL COVERING LAMARK JAVA LINEN PIGEON PEA WC2 VINYL WALL COVERING LAMARK JAVA LINEN MB1 ANODIZED ALUMINUM MINI -BLINDS COLOR TO BE SELECTED BY ARCHITECT NOTES: 1. RE: SHEET A5.1 DOOR SCHEDULE FOR DOOR FINISHES 2 RE: SHEET A6.1, A6.2, A6.3 FOR INTERIOR ELEVATIONS 3. RE: SHEET A2.1 & A2.2 FOR EXTERIOR ELEVATIONS OS/06/N N V x v r� Air a N Z O N � � o J � 3 �< � m U W >. <?< o o O G < N m O Z Y V W Q 0 w 0 = U w a A8.2 FURMHNG PLAN 1 1/8" = 1'-0" - NJ.G OST FL J PLAN TRuE rioRni NORTH LEGEND DORMITORY BED Lj RECLINER L_ 1 90 COMPUTER AND KEYBOARD nCHAIR 11 DINING CHAIR �J DESK CHAIR ® TRAINING ROOM CHAIR DESK C� TRAINING TABLE DINING TABLE THESE ITEMS ARE NOT IN CONTRACT y J N V o < 3 Q ; Lu 3 o O g m m Z O Z LU F- W Q = 0 A9,al FURMSHIING PLAN 1 1/8" = 1'-0" - N.LC PLAN TRUE NORTH NORTH � N o J Y V o Q coG ��Sc O N Uj 0 cocoO Z a u V U U w O a A9.2 KEY NOTES: ENLARGED PLAN — ELECTRICAL SCALE: 1 /8" = 1'-0" I iONE POINT OF I JJ I �I fIC CONDUIT BY CITY OF STATION SITE PLAN — M E P SCALE: 1/16" = 1'-0" J�> O1 4"SS. I.E.= -3.67' BFF. REFER TO CIVIL DWGS FOR CONTINUATION. O2 4"SS. I.E.= -3.43' BFF. REFER TO CIVIL DWGS FOR CONTINUATION. O3 4-SS. I.E.= -5,38' BFF. REFER TO CIVIL DWGS FOR CONTINUATION. ® 2-1/2"CW (68 GPM). REFER TO CIVIL DWGS. FOR CONTINUATION. 0 4"FW. REFER TO CIVIL DWGS. FOR CONTINUATION. O GREASE INTERCEPTOR. O7 SAND/OIL INTERCEPTOR. 80 GAS MAIN BY UTILITY COMPANY. g0 GAS METER (1,455 CFH @ 2 PSI) BY UTILITY COMPANY. GENERAL NOTES: G-1 COORDINATE WITH STRUCTRUAL ENGINEER REGARDING THE ROUTING OF ALL UNDERGROUND ELECTRICAL CONDUITS. ROUTING SHALL BE UNDERGROUND WITH NO PENETRATIONS OF THE FOOTINGS OR GRADE BEAMS. G-2 UTILITY PROVIDER CONTACT: ERIC HORTON 979-764-6280 AT&T ENGINEERING CONTACT: AERIAL - 866-212-5222 BURRIED - 800-924-9420 G-3 COORDINATE LOCATIONS OF ALL SITE LIGHTING WITH ARCHITECT AND LANDSCAPE ARCHITECT. KEY NOTES: O1 FIBER OPTIC CABLE VAULT MARTIN ENTERPRISES 304830 POLYMER CONCRETE BOX AND COVER. THE LID OF THE CABLE VAULT SHALL BE MARKED AS "CITY OF COLLEGE STATION FIBER OPTICS". REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS, SIZE AND LOCATION. O REFER TO ARCHITECTURAL DRAWINGS FOR STEP LIGHT LOCTIONS. O FOUNTAIN TO BE PROVIDED BY OTHER. COORDINATE EXACT REQUIREMENTS WITH FOUNTAIN MANUFACTURER PRIOR TO ROUGH -IN AND PROVIDE AS NECESSARY. COORDINATE LOCATION OF FOUNTAIN LIGHTS, 'QG', WITH ARCHITECT PRIOR TO ROUGH -IN. PROVIDE A 60A/2P/3P DISCONNECT WITH 2#6, 1#10GND., 3/4"C TO PANEL 'LA'. ® COORDINATE LOCATION WITH ARCHITECT. 'QA' FIXTURES SHALL HAVE A 6' SEPARATION BETWEEN EACH FIXTURE. O REFER TO BOUND SPECIFICATIONS FOR THE COMMUNICATION TOWER AND CABLING SPECIFICATION AND FOR THE CITY OF COLLEGE STATION PREMISES WIRING SPECIFICATION. N t- W U 2 a 3 N 7.I �REX DRAKE .... .I ............... 9 0630 fIC CONDUIT BY CITY OF STATION SITE PLAN — M E P SCALE: 1/16" = 1'-0" J�> O1 4"SS. I.E.= -3.67' BFF. REFER TO CIVIL DWGS FOR CONTINUATION. O2 4"SS. I.E.= -3.43' BFF. REFER TO CIVIL DWGS FOR CONTINUATION. O3 4-SS. I.E.= -5,38' BFF. REFER TO CIVIL DWGS FOR CONTINUATION. ® 2-1/2"CW (68 GPM). REFER TO CIVIL DWGS. FOR CONTINUATION. 0 4"FW. REFER TO CIVIL DWGS. FOR CONTINUATION. O GREASE INTERCEPTOR. O7 SAND/OIL INTERCEPTOR. 80 GAS MAIN BY UTILITY COMPANY. g0 GAS METER (1,455 CFH @ 2 PSI) BY UTILITY COMPANY. GENERAL NOTES: G-1 COORDINATE WITH STRUCTRUAL ENGINEER REGARDING THE ROUTING OF ALL UNDERGROUND ELECTRICAL CONDUITS. ROUTING SHALL BE UNDERGROUND WITH NO PENETRATIONS OF THE FOOTINGS OR GRADE BEAMS. G-2 UTILITY PROVIDER CONTACT: ERIC HORTON 979-764-6280 AT&T ENGINEERING CONTACT: AERIAL - 866-212-5222 BURRIED - 800-924-9420 G-3 COORDINATE LOCATIONS OF ALL SITE LIGHTING WITH ARCHITECT AND LANDSCAPE ARCHITECT. KEY NOTES: O1 FIBER OPTIC CABLE VAULT MARTIN ENTERPRISES 304830 POLYMER CONCRETE BOX AND COVER. THE LID OF THE CABLE VAULT SHALL BE MARKED AS "CITY OF COLLEGE STATION FIBER OPTICS". REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS, SIZE AND LOCATION. O REFER TO ARCHITECTURAL DRAWINGS FOR STEP LIGHT LOCTIONS. O FOUNTAIN TO BE PROVIDED BY OTHER. COORDINATE EXACT REQUIREMENTS WITH FOUNTAIN MANUFACTURER PRIOR TO ROUGH -IN AND PROVIDE AS NECESSARY. COORDINATE LOCATION OF FOUNTAIN LIGHTS, 'QG', WITH ARCHITECT PRIOR TO ROUGH -IN. PROVIDE A 60A/2P/3P DISCONNECT WITH 2#6, 1#10GND., 3/4"C TO PANEL 'LA'. ® COORDINATE LOCATION WITH ARCHITECT. 'QA' FIXTURES SHALL HAVE A 6' SEPARATION BETWEEN EACH FIXTURE. O REFER TO BOUND SPECIFICATIONS FOR THE COMMUNICATION TOWER AND CABLING SPECIFICATION AND FOR THE CITY OF COLLEGE STATION PREMISES WIRING SPECIFICATION. N t- W U 2 a 3 N 7.I �REX DRAKE .... .I ............... 9 0630 cu o *� M u1 � ,O C � 1-g v 2 tx h Ln17 —q c�M F C tLi v � O M O M O m z .o a. X` 1 Z Z o O F_ O c� Z W p/ W V U. W J .j O U Z O 5 � o N O 3 O a a .J O C; N 0 O 0 m Z a 0 W u ZL 1- p � MEPlel I HVAC LEGEND HVAC GENERAL NOTES EXHAUST FANS SHALL OPERATE AFTER A 3 MINUTE TIME DELAY FROM THE TIME AN ALARM SIGNAL IS RECEIVED FROM DISPATCH. AFTER THE DELAY, THE FAN SHALL RUN CONTINUOUSLY FOR A PERIOD OF 10 MINUTES AND THEN TURN OFF. IN THE EVENT A SECOND ALARM SIGNAL IS REVIVED DURING THE DELAY/RUNTIME, THE EXHAUST FAN SHALL START THE CYCLE AGAIN BEGINNING WITH A 3 MINUTE DELAY. THE FANS SHALL ALSO OPERATE WHEN CALLED UPON BY THE CO SENSORS AS NOTED BELOW. CARBON MONOXIDE DETECTION SYSTEM: PROVIDE (1) STAND ALONE GAS DETECTION SYSTEMS WITH (4) REMOTE SENSORS IN APPARATUS BAY EQUAL TO HONEYWELL ANALYTICS. INCLUDED WITH THE CARBON MONOXIDE CONTROL SYSTEM WILL BE A WATER/DUST TIGHT CORROSION RESISTANT ENCLOSURE AND AUTOMATIC RESETTING THERMAL CIRCUIT FUSE. MANUFACTURER SHALL BE EQUAL TO HONEYWELL ANALYTICS. EVERY GAS DETECTION MODULE AND REMOTE SENSOR SHALL BE INTERLOCKED TO THE FAN AS SHOWN ON THESE PLANS. MECHANICAL VENTILATION SYSTEM SHALL OPERATE UPON DETECTION OF A CONCENTRATION OF CARBON MONOXIDE OF 25 PARTS PER MILLION (PPM). EXHAUST FANS SHALL BE CAPABLE OF PRODUCING A COMBINED VENTILATION RATE OF 1.5 CFM PER SQUARE FOOT OF THE BAY AREA. MODEL NUMBERS: CO PANEL: VA301C (LOCATE PANEL AS SHOWN ON PLANS) REMOTE SENSORS (TYP. 1): VA201T-CO FANS TAG MODEL DUTY CFM E.S.P. SONES I MOTOR SIZE RPM I DRIVE WEIGHT (Lb) ACCESSORIES EF-1,-2,-3 30XMWH APPARATUS BAY 5,000 0.25" - 1/2 HP 672 BELT 275 1,3,4,5,6,8,9,10,11 EF-6 GC-720 BUNKER/LAUNDRY 550 0.35" 5.0 246 WATTS 1375 DIRECT 37 1,2,7,12,13 EF-7,-8,-9 GC-122 KITCHEN PANTRY 50 0.25" 1.4 47 WATTS 1375 DIRECT 13 1,2,7,12 EF-10 GC-124 MAINTENANCE 75 0.35" 2.0 60 WATTS 900 DIRECT 20 1,2,7,12 EF-11 GC-144 EMPLOYEE RESTROOM 100 0.35" 3.1 90 WATTS 1100 DIRECT 20 1,2,7,12 EF-12,-13 GC-124 RESTROOMS 75 0.25" 1.7 60 WATTS 900 DIRECT 20 1,2,7,12 EF-14 GC-162 LAUNDRY 135 0.25" 3.0 j 97 WATTS 1200 DIRECT 20 1,2,7,12 EF-15 THRU 21 GC-144 EMPLOYEE RESTROOM 100 0.35" 3.1 90 WATTS 1100 DIRECT 20 1,2,7,12 EF-22,-23,-24 GC-162 SCBA, WEIGHT ROOM AND STORAGE 226 150 0.25" 3.5 97 WATTS 1200 DIRECT 20 1,2,7,12 ACCESSORIES: 1. FACTORY MOUNTED DISCONNECT. 8. INTERLOCK TO CO SYSTEM. 2. GRAVITY BACK DRAFT DAMPER WITH INSECT SCREEN. 9. PROVIDE MANUAL OVER -RIDE WHERE SHOWN ON PLANS. 3. REFER TO NOTES ON FLOOR PLAN FOR APPARATUS BAY FAN CONTROL. 10. MANUFACTURER PROVIDED MOTORIZED DISCHARGE SHUTTER. 4. MANUFACTURER PROVIDED WALL COLLAR. 11, MOTOR STARTER, 5. MOTOR SIDE WIRE GUARD. 12. STAND ALONE WALL SWITCH. 6. BELT TENSIONER. 13. DIAL 2-HR TIMER 7. FAN SPEED CONTROLLER. SELECTIONS ARE BASED ON PRODUCTS BY COOK. WALL LOUVERS SQ, FT. MAX TAG MODEL No. SIZE WxH CFM FREE VELOCITY IN. W.C. PRES. DROP FRAME AREA FPM WL-1,2,3,4,5 ESD-603 108X16 3000 4.82 622.4 0.065" ALUMINUM WL-6 ESD-603 48X24 520 3.48 150 0.005" ALUMINUM WL-7 ESD-603 48X24 1205 3.48 346.3 0,01" ALUMINUM WL-8 ESD-603 20X20 1 870 1 1.06 1 820 0.113" 1 ALUMINUM NOTES: A. FINAL COLOR SELECTION SHALL BE MADE BY ARCHITECT AT TIME OF SHOP DRAWING APPROVAL. SUBMIT COLOR CHART WITH SHOP DRAWINGS, B. PROVIDE WITH BIRD AND INSECT SCREEN. C. INTERLOCK MOTORIZED DAMPER WITH GARAGE EXHAUST FANS FOR WL-1,-2,-3,-4 AND -5 AS SHOWN ON PLANS. D. PROVIDE GRAVITY BACKDRAFT DAMPERS TO WL-6, -7, AND -8. SELECTION BASED ON GREENHECK WITH BAKED ENAMEL FINISH. _- D MBH MBH TAG TYPE LOCATION INPUT OUTPUT STEPS MOUNTING SERIES ACCESSORIES HEAT HEAT HEIGHT GH-1 THRU 4 UNIT HEATER JAPPARATUS BAY 45.0 37.0 1 SUSPENDED UDAP-45 1,2,3,4,5 GH-5 UNIT HEATER I MECHANICAL 301 30.0 25.0 1 SUSPENDED UDAP-30 1,2,4,5 NOTES/ACCESSORIES: 1. SPARK -IGNITED INTERMITTENT SAFETY PILOT WITH ELECTRONIC FLAME SUPERVISION AND TIMED LOCKOUT. 2. WALL -MOUNTED THERMOSTAT (IN BAY), CONTROLS, TRANSFORMER, ETC, AS REQUIRED 3, PROVIDE CUT-OFF CONTROLS WHICH DOES NOT ALLOW THE BLOWERS TO RUN IF THE BAY DOORS ARE OPEN. 4. ADJUSTABLE FAN CONTROL. 5. DISCONNECT PROVIDED BY DIVISION 16. SELECTIONS ARE BASED ON PRODUCTS BY REZNOR. VARIABLE VOLUME TEMPERATURE DAMPERS (V.V.T.) TAG MIN. CFM MAX CFM MAX FPM DESIGNATION A/C SYSTEM No. DAMPER SIZE TYPE VVT-A 0 1,000 925 BYPASS GF/CU-5 14"0 BAROMETRIC VVT-Al * 180 650 SUPPLY GF/CU-5 8110 MOTORIZED VVT-A2 * 180 650 SUPPLY GF/CU-5 8"0 MOTORIZED VVT-A3. * 180 650 SUPPLY GF/CU-5 8"0 MOTORIZED VVT-A4 * 185 650 SUPPLY GF/CU-5 8"0 MOTORIZED VVT-A5 * 275 650 SUPPLY GF/CU-5 10"0 MOTORIZED VVT-8 0 850 900 BYPASS GF/CU-8 14"0 BAROMETRIC VVT-B1 * 130 650 SUPPLY GF/CU-8 8"0 MOTORIZED VVT-B2 * 130 650 SUPPLY GF/CU-8 801 0 MOTORIZED VVT-B3 * 130 650 SUPPLY GF/CU-8 81t0 MOTORIZED VVT-B4 * 115 650 SUPPLY GF/CU-8 61)0 MOTORIZED VVT-B5 * 115 650 SUPPLY GF/CU-8 6"0 MOTORIZED VVT-B6 * 115 650 SUPPLY GF/CU-8 6100 MOTORIZED VVT-B7 * 115 650 SUPPLY GF/CU-8 61P0 MOTORIZED VVT-C 0 700 900 BYPASS GF/CU-9 12"0 BAROMETRIC VVT-Cl * 100 650 SUPPLY GF/CU-9 6110 MOTORIZED VVT-C2 * 100 650 SUPPLY GF/CU-9 6110 MOTORIZED VVT-C3 * 100 650 SUPPLY GF/CU-9 6"0 MOTORIZED VVT-C4 * 100 650 SUPPLY GF/CU-9 6"0 MOTORIZED VVT-05 * 100 650 SUPPLY GF/CU-9 6100 MOTORIZED VVT-C6 * 100 650 SUPPLY GF/CU-9 61t0 MOTORIZED VVT-C7 * 100 650 SUPPLY GF/CU-9 6"0 MOTORIZED NOTES: 1. PROVIDE (3) SLIM LINE ZONE STYLE VVT ZONING SYSTEM FOR GF/CU-5, GF/CU-8, AND GF/CU-9 SYSTEMS, INCLUDING CONTROL PANEL, WIRING, TIME CLOCK, SENSORS, THERMOSTATS, AND ALL OTHER COMPONENTS FOR A COMPLETE SYSTEM. 2. ZONE AND BYPASS DAMPERS (BP) SHALL BE INSTALLED WITH ONE TEMPERATURE SENSOR AND ONE VELOCITY SENSOR FOR EACH RELATED SYSTEM. ONE ZONE THERMOSTAT SHALL BE PROVIDED FOR EACH VVT TERMINAL. ZONE THERMOSTATS SHALL INCLUDE SENSOR, EXTERNAL SETPOINT DIAL, NIGHT OVERRIDE BUTTON, AND COMMUNICATION JACK. 3. DAMPERS, SENSORS AND DELUXE CONTROL PANEL SHALL BE COMPLETELY INSTALLED AND WIRED TO FUNCTION AS A SYSTEM RECOMMENDED BY THE MANUFACTURER. MANFUFACTURER SHALL PROVIDE POINT TO POINT WIRING DIAGRAMS SHOWING INTERLOCK OF ALL VVT AND HVAC SYSTEM COMPONENTS. MANUFACTURER SHALL PROVIDE STARTUP, CHECKOUT AND PROGRAMMING OF THE COMPLETE VVT INSTALLATION. MANUFACTURER SHALL ALSO PROVIDE SYSTEM TRAINING OF OWNER'S OPERATION PERSONEL AS REQUIRED FOR SATISFACTORY OPERATION OF THE SYSTEM. 4. INSTALLER SHALL HAVE A MINIMUM OF (FIVE) YEARS EXPERIENCE WITH VVT SYSTEMS OF SIMILAR SIZE AND SCOPE. INSTALLER SHALL BE CERTIFIED BY MANUFACTURER FOR INSTALLATION OF VVT SYSTEMS. , 5. START UP SHALL BE SUPERVISED BY A FACTORY AUTHORIZED REPRESENTATIVE. A COMPUTERIZED PRINTOUT OF THE SYSTEM OPERATION SHALL BE GENERATED EVERY 5 MINUTES FOR A TOTAL OF 2 HOURS, THE PRINTOUT SHALL INDICATE THE TIME OF DAY, STAGES OF HEATING OR COOLING ENERGIZED, DISCHARGE AIR TEMP., ZONE SETPOINT TEMP., ACTUAL ZONE TEMP., DAMPER POSITIONS, BRANCH DUCT TEMP, MINIMUM AND MAXIMUM DAMPER STOP SETTINGS, MONITOR SWITCH SETTINGS, BYPASS CONTROLLER SETPOINT, ACTUAL FAN AMPS AND POSITIONS OF BYPASS DAMPERS, COPIES OF THE PRINTOUT SHALL BE SUBMITTED AS PART OF THE TEST AND BALANCE REPORT, 6. PROVIDE ACCESS PANELS AT ALL VVT TERMINALS OVER HARD CEILINGS. COORDINATE ACCESS WITH ARCHITECTURAL CEILING PLANS. 7. EACH SUPPLY VVT SHALL HAVE A 7 DAY PROGRAMMABLE THERMOSTAT MODEL DSL-520P. 8. (*) THE MINIMUM CFM OF EACH VVT SHALL BE 20% OF THE TOTAL CONNECTED CFM. THE CFM INDICATED IS MAXIMUM VVT CFM AND MAY BE LOWER BASED ON THE TOTAL CONNECTED CFM. 9. VVT-A, -B, AND -C SHALL BE PROVIDED WITH A BYPASS CONTROLLER, SUPPLY STATIC SENSOR, AND DAMPER ACTUATOR. VARIABLE VOLUME TERMINAL SYSTEM BY ROBERTSHAW. SYMBOL DESCRIPTION ABBREVIATIONS SYMBOL DESCRIPTION ABBREVIATIONS CEILING DIFFUSER W/FLEX DUCT CD X XXX AIR DISTRIBUTION DEVICE TAG --- � � CEILING RETURN/EXHAUST GRILLE W/FLEX DUCT RAG SD SMOKE DETECTOR SD I - SIDEWALL SUPPLY AIR GRILLE S. REG --- OPEN END DUCT OED -ElI -`-/\r- SIDEWALL RETURN AIR GRILLE RAG --- SUPPLY AIR / RETURN AIR S.A. / R.A FIRE DAMPER / CEILING RADIATION DAMPER FD / CRD --- EXTERNAL STATIC PRESSURE (IN W.C.) ESP MANUAL VOLUME .DAMPER MVD --- DRY BULB DB Q THERMOSTAT --- --- WET BULB WB ® CARBON MONOXIDE SENSOR --- CU CARBON DIOXIDE SENSOR --- eEQUIPMENT DESIGNATION --- --- ENTERING AIR TEMPERATURE EAT --- OPPOSED BLADE DAMPER OBD --- LEAVING AIR TEMPERATURE LAT --- WIRE MESH SCREEN WMS --- OUTSIDE AIR OA --- ROOFTOP UNIT RTU --- UNLESS NOTED OTHERWISE LINO --- SUPPLY AIR SA 1412 DUCT SIZE (RECTANGULAR) --- --- RETURN AIR RA 8"0 DUCT SIZE (ROUND) --- CONDENSATE DRAIN CD SPLIT SYSTEM A.C. UNITS - (NATURAL GAS FIRED HEATING) INDOOR OUTDOOR MBH MBH MBH MBH MAX TAG MODEL No. MODEL No. COOLING COIL NOM. TOT. SENS. INPUT OUTPUT TOTAL OAFAN ESP SEER SERVES ACCESSORIES (GF) (CU) MODEL No. TONS COOL COOL LHEAT O/HI EAT CFM CFM HP GF-1/CU -1 G51MP-36C CX34-36C 88.0 82.0 1250 125 0.6" 1/3 11.4 KITCHEN/DINING 1,2,3,4,5,6,7,8,9,10,11 TSA072S4 6.0 72.1 52.70 EER GF-1A/CU -1 G51MP-36C CX34-36C 88.0 82.0 1250 125 0.6" 1/3 KITCHEN/DINING 1,2,3,4,5,6,7,8,9,10,11 GF-2/CU -2 G51MP-248 14ACX-024 CX34-25B 2.0 23.8 19.0 44.0 41.0 762 170 0.5" 1/5 14.0 DAYROOM 1,2,3,4,5,6,7,8,9 GF-3/CU -3 G51MP-248 14ACX-024 CX34-258 2.0 23.8 19.0 44.0 41.0 762 155 0.5" 1/5 14.0 WEIGHT ROOM 1,2,3,4,5,6,7,8,9 GF-4/CU -4 C51MP-24B 14ACX-018 CX34-18B 1.5 17.6 14.01 44.0 41.0 580 70 0.5" 1/5 14.0 BUNKER GEAR 1,2,3,4,5,6,7,8,9 GF-5/CU -5 G51MP-36B 14ACX-030 CX34-25B 2.5 28.5 24.1 66.0 62.0 1070 115 0.5" 1/3 14.0 OFFICES 1,2,3,4,5,6,7,8,9 GF-6/CU -6 G51MP-36B TSA036H4 CX34-31B 3.0 33.9 27.1 66.0 62.0 1150 100 0.5" 1/3 14.0 LOWER TOWER 1,2,3,4,5,6,7,8,9 GF-7/CU -7 G51MP-48C TSA048H4 CX34-43C 4.0 49.3 36.5 86.0 82.0 1600 300 0.55" 1/2 14.0 COMMUNITY ROOM 1,2,3,4,5,6,7,8,9 GF-8/CU -8 G51 MP-36B 14ACX-036 CX34-31 B 3.0 32.8 24.6 44.0 41.0 1150 120 0.5" 1/3 14.0 SLEEPING ROOMS 1,2,3,4,5,6,7,8,9 GF-9/CU -9 G51MP-36B 14ACX-030 CX34-31B 2.5 28.8 22.9 66.0 62.0 1050 120 0.5" 1/3 14.0 SLEEPING ROOMS 1,2,3,4,5,6,7,8,9 GF-10/CU -10 G51MP-60C TSA0601­14 CX34-62C 5.0 59.4 48.8 110.0 103.0 1915 325 0.55" 1 14.0 WATCH ROOM 1,2,3,4,5,6,7,8,9 GF-11/CU -11 G51MP-36B TSA036H4 CX34-31B 3.0 33.9 27.1 66.0 62.0 1150 50 0.5" 1/3 14.0 UPPER TOWER 1,2,3,4,5,6,7,8,9 NOTES: A. COOLING CAPACITIES BASED ON 100'F AMBIENT, 80-F DB/67'F WB ENTERING AIR TEMPERATURE. B. 14 SEER MINIMUM UNITS. MINIMUM AFUE 90%. C. COMPRESSOR MFG. SHALL PROVIDE A REFRIGERANT PIPING DIAGRAM APPROVED BY FACTORY FOR TYPICAL SYSTEMS SHOWING COMPONENTS SUCH AS SUCTION LINE ACCUMULATOR AND RECOMMENDED PIPE SIZES FOR PROPER OPERATION. MANUFACTURER SHALL SUBMIT A LETTER PROVIDING COMPRESSOR WARRANTY BASED ON REFRIGERANT LINESET LENGTHS, OFFSETS, ETC. D. GRADE MOUNTED OUTDOOR UNITS SHALL BE INSTALLED PER PLANS. E. ROUTE INDOOR UNIT CONDENSATE TO HUB DRAIN IN MECHANICAL ROOM. F. PROVIDE 3" VENT AND COMBUSTION AIR PIPING WITH 2" CONCENTRIC KITS FOR FURNACES BELOW 70 MBH GAS INPUT AND 4" VENT AND COMBUSTION AIR PIPING WITH 3" CONCENTRIC KITS FOR FURNACES 70 MBH AND ABOVE GAS INPUT. INSTALL PIPING PER MANUFACTURER'S RECOMMENDATIONS. ACCESSORIES: 1. 7 DAY PROGRAMMABLE THERMOSTAT. THERMOSTAT MUST BE MAINTAINING 5'F DEABAND. 2. INDOOR UNIT TO HAVE FACTORY INSTALLED THERMAL EXPANSION VALVE (IF REQUIRED TO MAINTAIN A MINIMUM 14.0 SEER.) 3. REFRIGERANT FILTER/DRYER AT OUTDOOR CONDENSER UNIT, IF REQUIRED BY UNIT MANUFACTURER. 4. DISCONNECTS FOR OUTDOOR UNITS BY DIVISION 16. 5. DISCONNECTS FOR INDOOR UNITS BY DIVISION 15. 6. ELECTRONIC SPARK IGNITION. 7. REMOVABLE/THROWAWAY 1" FILTERS IN DUCT MOUNTED FILTER RACK. 8. CONCENTRIC VENT KIT, 9. HIGH EFFICIENCY GAS FURNACE. 10. PROVIDE TWINNING KIT FOR SIMULTANEOUS OPERATION. 11, SMOKE DETECTOR IN COMMON RETURN AIR DUCT. SELECTIONS ARE BASED ON PRODUCTS BY: LENNOX. DUCTLESS SPLIT SYSTEMS (COOLING ONLY) TAG MODEL NO. INDOOR OUTDOOR(CFM)_(MBH) AIRFLOW LO/HI TOTAL COOLING COOLING EAT (DB/WB) ACCESSORIES AH-TEL / CU-TEL F PKA-A24HAL/PUY-A24NHA3 1 635/775 1 24•0 1 80/67 1,2,3,4,5,6,7 NOTES: A. COOLING CAPACITIES BASED ON 95'F AMBIENT COOLING, 80'Fdb/67'Fwb ENTERING AIR TEMPERATURE AND 17'F AMBIENT HEATING. B. 14 SEER MINIMUM UNITS. C. ROUTE 3/4" AC CONDENSATE TO LAVATORY TAILPIECE IN EMPLOYEE'S RESTROOM # 113. ACCESSORIES: 1. MICROPROCESSOR CONTROL WITH NON -REMOVABLE MOUNTING BRACKET. 2. DISCONNECT SWITCH FOR INDOOR UNIT SHALL BE BY DIVISION 16. 3. DISCONNECT SWITCH FOR OUTDOOR UNIT SHALL BE BY DIVISION 16. 4. CONDENSATE PUMP W/CHECK VALVE ON INDOOR UNIT (FIELD MOUNTED). 5. WASHABLE FILTER. 6. PRE -CHARGED REFRIGERANT LINE SET. 7. COOLING ONLY UNIT. SELECTIONS ARE BASED ON PRODUCTS BY. MITSUBISHI. GREASE EXHAUST FAN TAG MODEL DUTY CFM I E.S.P. MOTOR SIZE RPM WEIGHT (Lb) ACCESSORIES KEF-1 CUBE-121-3 KITCHEN 1200 1.0 1/3 H.P. 1,725 68 1,2,3,4 KEF-2 CUBE-121-5 KITCHEN 1350 1.0 1/2 N.P. 1,725 73 1,2,3,4 ACCESSORIES: 1. MANUFACTURER PROVIDED 30" HINGED AND VENTED CURB FOR PITCHED ROOFS. 2. FAN MOUNTED COMBINATION STARTER PLUS DISCONNECT. 3. GREASE BOX. 4. HIGH HEAT OPERATION SELECTIONS ARE BASED ON PRODUCTS BY GREENHECK. MAKE-UP AIR FAN TAG MODEL No. SERVICE TOTAL MOTOR MAX WEIGHT ACCESSORIES CFM ESP RPM AN (l6) KSF-1 kQ-100-VGI KITCHEN 1 870 0.5" 11725 1 1/4 1 75 1,2,3,4,5 1. PROVIDE NEMA-1 TOGGLE SWITCH. 2. INTERLOCK WITH KITCHEN EXHAUST FAN (KEF-1). 3. PROVIDE VIBRATION TYPE HANGING RODS SUSPENDED FROM STRUCTURE PER MANUFACTURER. 4. PROVIDE FLEXIBLE DUCT AT INLET AND DISCHARGE CONNECTION. 5, PROVIDE 2" CLEANABLE FILTER SECTION. SELECTIONS ARE BASED ON PRODUCTS BY GREENHECK. ELECTRIC HEATERS TAG I TYPE I LOCATION I MAX.( STEPS I MOUNTIITG I SERIES I ACCESSORIES EH-1,2,3,4 UNIT HEATER JAPPARATUS BAY - ABOVE CEILING 1 3.0 1 SUSPENDED I MUH 1,2,3,4,5 NOTES/ACCESSORIES: 1. DISCONNECT SWITCH 2. THERMOSTAT, CONTROLS, TRANSFORMER, ETC. AS REQUIRED 3. AUTO -RESET PRIMARY & MANUAL RESET SECONDARY HIGH LIMIT CONTROLS. 4. SUSPENDED FROM STRUCTURE MOUNTING KIT WITH THERMOSTAT MOUNTED TO HEATER. 5. FAN DELAY RELAY. SELECTIONS ARE BASED ON PRODUCTS BY QMARK. HVAC GENERAL NOTES 1. ALL MECHANICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS OF THE 2009 INTERNATIONAL MECHANICAL CODE, THE 2009 INTERNATIONAL BUILDING CODE, THE 2009 INTERNATIONAL ENERGY CODE, STATE AMENDMENTS, NFPA 90A, 101, UNDERWRITERS LABORATORIES (OR ETL) AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. 2. PRIOR TO PURCHASING ANY MATERIALS OR STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DUCTWORK SIZES AND LOCATIONS, EQUIPMENT, ETC. SHOWN ON THE DRAWINGS OR AFFECTING THIS WORK AND SHALL REPORT ANY DEVIATIONS TO THE ARCHITECT, 3. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING, PURCHASING, OR FABRICATING ANY MECHANICAL EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE: ALL EQUIPMENT SCHEDULED OR SPECIFIED ON THE DRAWINGS; DUCTWORK DRAWN TO 1/4" SCALE OR THE SCALE SHOWN ON THE DRAWINGS AND CONTROL WIRING SCHEMATICS CERTIFIED BY THE AIR CONDITIONING EQUIPMENT MANUFACTURER. 4. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 5. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. 6. ALL HVAC COMPRESSORS SHALL HAVE EXTENDED 4 YEAR MANUFACTURER'S WARRANTY FOR A 5-YEAR TOTAL WARRANTY. 7. FOR EXACT LOCATION OF OUTDOOR AIR CONDITIONING UNITS, SEE ARCHITECTURAL DRAWINGS. 8. INSTALL OUTDOOR AIR CONDITIONING EQUIPMENT LEVEL ON PLATFORM WITH NEOPRENE PAD AND PRESSURE TREATED LUMBER. 9. PORTIONS OF DUCTWORK AND PIPE INSULATION VISIBLE THROUGH AIR DISTRIBUTION DEVICES IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. 10. MOUNT TOP OF THERMOSTATS AND SENSORS 4'-0" AFF UNLESS NOTED OTHERWISE. COORDINATE THERMOSTAT LOCATIONS WITH OTHER TRADES. ALL THERMOSTATS SHALL BE ADA COMPLIANT. 11. ALL WORK SHALL BE COORDINATED AND PERFORMED WITH PRIOR APPROVAL FROM THE OWNER TO SUIT HIS OPERATING CONDITIONS. 12. ANY EXISTING WALL, FLOOR, OR CEILING SURFACE THAT IS DISTURBED DURING THE COURSE OF THE HVAC WORK SHALL BE REPAIRED TO MATCH NEW AND/OR EXISTING CONDITIONS. 13, AFTER CONSTRUCTION, THE ENTIRE HVAC SYSTEM SHALL BE TESTED, ADJUSTED, AND BALANCED TO DELIVER THE AIR QUANTITIES SHOWN ON THE DRAWINGS. SUBMIT CERTIFIED (AABC OR NEBB) TEST AND BALANCE REPORT TO THE ARCHITECT FOR APPROVAL, 14. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT, DUCTWORK, PIPING, ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL AND STRUCTURAL CONDITIONS. CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 15. ALL PIPE AND DUCT PENETRATIONS OF FIRE AND/OR SMOKE -RATED ASSEMBLIES SHALL BE FIRE -STOPPED AS REQUIRED TO RESTORE THE ASSEMBLY TO ITS ORIGINAL INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY TREMCO, HILTI, 3M OR APPROVED EQUAL. 16, MANUAL OVER -RIDE CONTROL (EMERGENCY SHUT -DOWN) SWITCHES FOR ALL HVAC UNITS SHALL BE LOCATED IN LOCKING COVER ADJACENT TO FIRE ALARM ANNUNCIATOR PANEL OR OTHER LOCATION APPROVED . BY LOCAL AUTHORITY HAVING JURISDICTION AND PER NFPA 92A, 17. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS AND IN WALL STRUCTURE TO ALLOW ADEQUATE ROOM FOR MAINTENANCE OF EQUIPMENT AND BALANCING OF SYSTEMS. ACCESS PANELS IN CEILING AND WALLS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS OR NECESSARY TO ACCESS DAMPERS, ETC. COORDINATE EXACT LOCATION OF ALL ACCESS PANELS WITH THE ARCHITECT DURING THE SHOP DRAWING PROCESS. 18. ALL MECHANICAL EQUIPMENT SHALL BE LABELED WITH A SEMI -RIGID PLASTIC LAMINATE NAMEPLATE WITH 2" HIGH WHITE LETTERS ON A BLACK BACKGROUND SECURELY AFFIXED TO THE EQUIPMENT. THE NAMEPLATE SHALL SHOW THE EQUIPMENT TAG USED ON THESE DRAWINGS. 19. REFER TO ARCHITECTURAL PLANS FOR FLOOR AND CEILING ASSEMBLY UL RATINGS AND DETAILS. MECHANICAL/ELECTRICAL COORDINATION: 1. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL DRAWINGS PRIOR TO ORDERING EQUIPMENT OR SUBMITTING SHOP DRAWINGS, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. SHOP DRAWING SUBMITTALS SHALL CLEARLY STATE THAT THE ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT HAS BEEN COORDINATED WITH THE ELECTRICAL CONTRACT DOCUMENTS AND THE ELECTRICAL CONTRACTOR. 2. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF EQUIPMENT. COORDINATE SWITCH TYPE (FUSED OR NON -FUSED) WITH EQUIPMENT CHARACTERISTICS, MANUFACTURER'S RECOMMENDATIONS AND THE ELECTRICAL DRAWINGS. 3. ALL REQUIRED CONTROL WIRING (INCLUDING POWER WIRING REQUIRED FOR CONTROL PANELS, DEVICES, ETC.) NOT SHOWN ON THE ELECTRICAL DRAWINGS SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK. WIRING IN HVAC PLENUM SPACES SHALL BE INSTALLED ACCORDING TO CODE REQUIREMENTS. 4. UNLESS NOTED OTHERWISE, TRANSFORMERS, CONTROLS AND CONTROL WIRING REQUIRED FOR ALL MECHANICAL SYSTEMS SHALL BE FURNISHED WITH THE EQUIPMENT IT SERVES AND INSTALLED BY THE MECHANICAL CONTRACTOR. MOTOR STARTERS FOR HVAC EQUIPMENT SHALL BE FURNISHED WITH THE MOTOR OR APPARATUS WHICH IT OPERATES. MOTOR STARTER INSTALLATION SHALL BE BY THE DIVISION 16 CONTRACTOR, AIR DISTRIBUTION: 1. SUPPLY, RETURN AND O.A. DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEETMETAL AS RECOMMENDED IN SMACNA DUCT CONSTRUCTION STANDARDS, LATEST EDITION. ALL JOINTS AND SEAMS IN ALL SHEETMETAL DUCTWORK SHALL BE SEALED WITH DUCT SEALER. 2. ALL OPEN ENDED DUCTS AND FAN OUTLETS SHALL HAVE V X V HARDWARE CLOTH AFFIXED TO THE OPENING. 3. EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL CONSTRUCTED TO SMACNA STANDARDS AND SHALL NOT BE INSULATED UNLESS NOTED OTHERWISE. 4. ALL DUCTWORK SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. DUCT SUPPORTS AND ATTACHMENT TO STRUCTURE SHALL BE PER SMACNA STANDARDS. 5. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX M-KE (U.L. 181 LISTED, CLASS 1 FLEXIBLE AIR DUCT) OR EQUAL. PROVIDE THERMAFLEX M-KE R-8 (R-VALUE - 8.0 MINIMUM IN ATTICS AND OTHER UNCONDITIONED SPACES. AIR CONNECTORS ARE NOT ACCEPTABLE. FLEX DUCT DIAMETER SHALL MATCH DEVICE NECK DIAMETER. PROVIDE ROUND GALVANIZED STEEL DUCT RUNOUTS TO MAINTAIN A MAXIMUM FLEXIBLE DUCT LENGTH OF 6'-0" FLEXIBLE DUCTWORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE AND SHALL BE ROUTED AND SUPPORTED WITHOUT FORMING CRIMPS OR OTHER AIR FLOW RESTRICTIONS. PROVIDE SQUARE TO ROUND ADAPTERS OR BOOTS TO CONNECT TO AIR DEVICE NECK WHEN REQUIRED. 6. ROUND AND FLEXIBLE SUPPLY AIR DUCTWORK SHALL BE CONNECTED TO MAIN DUCTS WITH A SPIN -IN FITTING WITH SCOOP AND BALANCING DAMPER (EXCEPT WHERE INSTALLED ABOVE INACCESSIBLE CEILINGS, THE DAMPER SHALL BE OMITTED AND PROVIDED IN THE AIR DEVICE NECK). 7. TAPE, BED AND SEAL AIR TIGHT ALL PENETRATIONS FROM RETURN AIR PLENUMS TO NON RETURN AIR PLENUMS THAT ARE REQUIRED DUE TO DUCTWORK, PIPING OR OTHER ITEMS. 8. DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 9. EXTERNAL STATIC PRESSURE (ESP) DOES NOT INCLUDE COIL, CASING OR FILTER PRESSURE DROP. 10. INSTALL FIRE DAMPERS IN ALL RATED WALLS, FLOOR AND CEILING PENETRATIONS. FIRE DAMPERS SHALL BE THE DYNAMIC TYPE WITH BLADES OUT OF THE AIRSTREAM WHERE POSSIBLE. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RATED ASSEMBLIES. PROVIDE ACCESS DOORS IN DUCTWORK AT EACH FIRE DAMPER LOCATION. 11. DUCT ACCESS DOORS: PROVIDE ACCESS DOORS IN DUCTWORK AT EACH FIRE DAMPER LOCATION. 12, LOCATIONS OF GRILLES, REGISTERS, & DIFFUSERS SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE EXACT LOCATIONS WITH LIGHTS, CEILING GRID, ETC. AND ARCHITECTURAL REFLECTED CEILING PLAN. INSULATION: 1. DUCT INSULATION: a. DUCT WRAP SHALL BE UL LISTED FIBERGLASS BLANKET INSULATION WITH FOIL VAPOR BARRIER. PUNCTURES AND TEARS IN THE FOIL JACKET SHALL BE PATCHED WITH FOIL TAPE TO MAINTAIN THE INTEGRITY OF THE VAPOR BARRIER. INSULATE SHEET METAL DUCTWORK IN THE THICKNESSES AND DENSITIES AS LISTED BELOW: i. SHEET METAL SUPPLY DUCTWORK IN NON -AIR CONDITIONED AREAS: 2" THICK, 1-1/2 LB/FT3 DENSITY (MIN. R-5). ii. SHEET METAL SUPPLY DUCTWORK IN AIR CONDITIONED AREAS: 2" THICK, 3/4 LB/FT3 DENSITY. iii. OUTSIDE AIR DUCTWORK: 2" THICK, 1-1/2 LB/FT3 DENSITY. iv. RETURN DUCTWORK IN NON -AIR CONDITIONED AREAS: 2" THICK, 1-1/2 LB/FT3 DENSITY (MIN. R-5). V. ALL SUPPLY AND RETURN DUCTWORK WITHIN AN OPEN ATTIC SPACE: 2" THICK, 1-1/2 LB/FT3 DENSITY (MIN R-8). 2. DUCT LINER: LINE ALL SHEETMETAL DUCTWORK A MINIMUM OF 15'-0" (OR AS INDICATED) DOWNSTREAM OF ALL AIR HANDLING UNITS, FAN COIL UNITS AND TERMINAL UNITS, DUCT LINER SHALL BE 2" THICK, 3 LB/FT' DENSITY (MINIMUM R VALUE = 8.0 OR AS REQUIRED BY APPLICABLE ENERGY CODE); CERTAINTEED "TOUGHGARD 2" OR EQUAL BY KNAUF OR JOHNS-MANVILLE. THE LEADING EDGE OF THE DUCT LINER SHALL HAVE A SHEETMETAL NOSING. 3. PIPE INSULATION: a. REFRIGERANT SUCTION PIPING SHALL BE INSULATED WITH 3/4" THICK FLEXIBLE ELASTOMERIC TUBING INSULATION, AP ARMAFLEX PIPE INSULATION MANUFACTURED BY ARMACEL OR EQUAL. INSULATION SHALL BE SLID OVER PIPING FROM ONE END BEFORE PIPE ENDS ARE JOINED AND SHALL NOT BE SLIT OR CUT. ALL JOINTS AND SEAMS SHALL BE SEALED WEATHER -TIGHT. FINISH COAT FOR FLEXIBLE ELASTOMERIC INSULATION INSTALLED OUTDOORS SHALL BE WATER -BASED LATEX ENAMEL DESIGNED FOR USE OVER ALL FORMS OF FLEXIBLE ELASTOMERIC INSULATION. FINISH COAT SHALL PROVIDE A PROTECTIVE FINISH SUITABLE TO BOTH INDOOR AND OUTDOOR APPLICATIONS, FORMULATED FOR COLD WEATHER FLEXIBILITY TO RESIST CRACKING AND WEATHER -RESISTANT TO ULTRAVIOLET (UV) AND OZONE. COATING SHALL BE ARMAFLEX WB FINISH OR EQUIVALENT. GAS FLUES (U.L. LISTED): 1. FOR ALL CATEGORY III (FORCED DRAFT) APPLIANCES: SELKIRK METALBESTOS TYPE PS. 2. ALL CATEGORY II AND IV APPLIANCES: "SAF-T-VENT" BY HEAT FAB, INC. 3. TERMINATE ALL GAS, FLUE PIPING THRU ROOF WITH TALL CONE FLASHING, STORM COLLAR, AND WEATHER CAP. PIPING: 1. REFRIGERANT PIPING SHALL BE TYPE L OR REFRIGERATION SERVICE COPPER TUBING WITH BRAZED JOINTS. 2. CONDENSATE FROM ALL AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO THE NEAREST FLOOR DRAIN OR TO EXTERIOR DRY WELLS. CONDENSATE PIPING SHALL COPPER. CONDENSATE SHALL BE PUMPED AS REQUIRED. DRYER NOTES: 1. DRYER FLEXIBLE DUCTWORK SHALL BE CONNECTED TO A MANUFACTURED DRYER WALL BOX (BY IN-O-VATE OR EQUAL). THE FLEXIBLE DUCTWORK SHALL CONNECT THE LAUNDRY DRYER TO THE BOX CONNECTION USING A C-CLAMP AND BE INSTALLED AS SHOWN ON PLANS. THE DRYER CONNECTION SHALL BE BASED ON LAUNDRY DRYER TYPE AND COORDINATED IN THE FIELD. 2. DRYER VENT DUCTWORK SHALL BE 4-INCH ROUND AND BE 26 GAUGE GALVANIZED STEEL INSTALLED WITH LONGITUDINAL SEAMS FACING UP. ROUTE DRYER VENT TO THE ROOF WITH CAP AS DIRECT AS POSSIBLE. DO NOT SECURE DUCTWORK WITH SHEET METAL SCREWS. GRILLES, REGISTERS &DIFFUSERS TAG SERIES CFM BLOW DUTY NECK SIZE DAMPER MATERIAL/NOTES A TMS SEE PLANS SEE PLANS SUPPLY SEE PLANS 2424 YES STEEL W/ INTEGRAL DAMPER B TMS-AA SEE PLANS SEE PLANS SUPPLY SEE PLANS 1202 YES ALUMINUM W/ INTEGRAL DAMPER O C 50F SEE PLANS N/A RETURN SEE PLANS 24x12 NO EGGCRATE RETURN D 50F SEE PLANS N/A RETURN SEE PLANS 2424 NO EGGCRATE RETURN E PK 12 SEE PLANS N/A SUPPLY 12"0 N/A YES ALUMINUM SPOT DIFFUSER WITH AIR FLOW EXIT PLATE O2 H 30ORS SEE PLANS SEE PLANS SUPPLY SEE PLANS SEE PLANS YES STEEL W/ OPPOSED BLADE DAMPER J 350ZFL SEE PLANS N/A RETURN SEE PLANS SEE PLANS NO STEEL K TMR-AA SEE PLANS N/A SUPPLY SEE PLANS SEE PLANS NO ALUMINUM n33 NOTES: A. REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF CEILING AND/OR SUSPENSION SYSTEM FOR FRAME TYPE REQUIREMENTS. B. FINISH SHALL BE OF THE TYPE AND COLOR SELECTED BY ARCHITECT. SUBMIT FINISH CHART WITH SHOP DRAWINGS. C. OBD: KEY/SCREWDRIVER OPPOSED BLADE VOLUME DAMPER. D. SIDEWALL GRILLES SHALL BE PAINTED, COLOR BY ARCHITECT. E. INSULATING BLANKET ON SUPPLY GRILLES. F. SLOT DIFFUSERS SHALL BE EQUIPPED WITH A MANUFACTURERS PROVIDED PLENUM. ()PROVIDE 24"x24" LAY -IN PANEL WHERE SHOWN ON PLANS. O COLOR SHALL BE SPECIFIED BY ARCHITECT. O DUCT MOUNTED ROUND DIFFUSER. PROVIDE NECESSARY HARDWARE AS REQUIRED. SELECTIONS ARE BASED ON PRODUCTS BY SEIHO (TYPE E) AND TITUS (ALL OTHERS). ogoa000go pgas, opouoo►oeeoaoeaq�on SYED IMTIAZUDDIN A. NADEEM ,eager Y00emcogavy gp.ypa�gpa bgoAp p, o w �n C nM >F_ w W � CQq c M G d- 4 0 z a X F_ Z Z O O Q E- 0 c~n W rrLJ V U. u.j J J O U V_ N o Q Z cZ V_ N i3 Q W Q m Z qa� ❑ m V Z F- W, o. KITCHEN HOOD INFORMATION TYPE 1 KITCHEN HOOD HOOD DIMENSIONS GREASE HOOD HOOD GREENHECK MODEL CUP TEMP. TOTAL SECTION SECTION NO. STYLE / CONFIGURATION WIDTH HEIGHT DRAIN N RATING WEIGHT LOCATION LENGTH GHDW-6-S 400 1 DOUBLE WALL EXHAUST ONLY 72 IN. 48 IN. 24 IN. RIGHT DEG F 46 S. SINGLE WALL CANOPY ILLUMINATION DETAILS GREASE FILTRATION DETAILS HOOD NO. FIXTURE TYPE - QTY INTENSITY TYPE / MODEL QTY LENGTH HEIGHT BULB / LAMP INFO FT CANDLES MATERIAL INCANDESCENT (GLOBE) BAFFLE 2 16 IN. 1 10OW A19 (BULBS NOT INCL. 2 30.22 / 36 IN. OC ALUMINUM 20 IN. 2 20 IN. EXHAUST PLENUM COLLARS HOOD SECTION # DISTANCE WIDTH LENGTH DIAMETER VOLUME S.P. VELOCITY COLLAR # TO END (IN.) (IN.) (IN.) (IN.) (CFM) (IN. WC) (FT/MIN) 1/1 36 9 12 NA 1200 0.41 1600 TOTAL EXHAUST CFM - SECTION 1 1200 200 CFM / FT HOOD SECTION # EXTERNAL SUPPLY PLENUM COLLARS PLENUM LOCATION DISTANCE WIDTH LENGTH DIAMETER VOLUME S.P. VELOCITY COLLAR # TO END (IN.) (IN.) (IN.) (IN.) (CFM) (IN. WC) (FT/MIN) 1 / BACK / 1 18 4.00 24.00 NA 435 0.1325 653 1 / BACK 12 54 4.00 24.00 NA 435 0.1325 653 TOTAL SUPPLY CFM - SECTION 1 - BACK SUPPLY (BSP) PLENUM 870 145 CFM / FT OPTIONS AND ACCESSORIES 430 STAINLESS STEEL WHERE EXPOSED UL 710 LISTED W/ OUT EXHAUST FIRE DAMPER - UL #MH11726 FACTORY MOUNTED EXHAUST COLLAR(S) INCLUDES PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY STANDING SEAM CONSTRUCTION FOR SUPERIOR STRENGTH EMBOSSED STAINLESS STEEL FINISH FOR HIGH CORROSION RESISTANCE DETECTION AGENT LINE SYSTEM CONTROL AUTOMAN WITH AGENT TANK ENCLOSED - THERMAL CERAMICS - FIREMASTER FIRE PROTECTION SYSTEMS, OR APPROVED EQUAL: (1) LAYER TOTALLY FOIL ENCAPSULATED, NON COMBUSTIBLE 20007 RATED, LOW BIOPERSISTENCE, FLEXIBLE FIREPROOFING WRAP SPECIFICALLY TESTED TO PROVIDE A 1 OR 2 HOUR FIRE RATED ENCLOSURE FOR HORIZONTAL AND VERTICAL COMMERCIAL KITCHEN GREASE AND AIR VENTILATION DUCTS. PRODUCT PROTECTS COMBUSTIBLE CONSTRUCTIONS AT ZERO CLEARANCE AT THE OVERLAP OR COLLARS FOR COMMERCIAL KITCHEN GREASE DUCTS IN TIGHT CONGESTED AREAS. WHEN THE DUCT PENETRATES FIRE RATED WALLS AND FLOORS, TREMCO FYRESIL SILICONE FIRESTOP SEALANT USED IN COMBINATION WITH THERMAL CERAMICS FIREMASTER FASTWRAP+ PROVIDES AN ALTERNATE MEANS OF PROTECTION TO RIGID SHAFTS BY MAINTAINING THE INTEGRITY OF THE 1 OR 2 HOUR FIRE RATED WALL OR FLOOR ASSEMBLY. CONTRACTOR SHALL INSTALL PER MANUFACTURERS INSTALLATION GUIDELINES. GREASE DUCT INSULATION SCHEMATIC - NO SCALE PLENUM PROTECTION COORDINATE FINAL SELECTION AND LOCATION WITH MANUFACTURER AND ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 16" SS BAFFLE WITH HANDLES AND HOOK T TYPICAL ANSUL R 1 02 SYSTEM LAYOUT REMOTE WITH REMOTE MOUNTED A UTOMAN MANUAL PULL STATION KITCHEN HOOD ANSUL SYSTEM DIAGRAM SCHEMATIC - NO SCALE TYPE 1 KITCHEN HOOD HOOD DIMENSIONS — GREASE HOOD HOOD GREENHECK MODEL CUP OR TEMP. TOTAL SECTION SECTION NO. STYLE / CONFIGURATION LENGTH WIDTH HEIGHT DRAIN RATING WEIGHT LOCATION GHDW-4.5-S 1 DOUBLE WALL EXHAUST ONLY 54 IN. 42 IN. 24 IN. RIGHT DEG F LBS. SINGLE WALL CANOPY ILLUMINATION DETAILS GREASE FILTRATION DETAILS HOOD NO. FIXTURE TYPE QTY INTENSITY INTENSITY TYPE / MODEL LENGTH HEIGHT BULB / LAMP INFO FT CANDLES MATERIAL 1 INCANDESCENT (GLOBE) 2 40.29 / 27 IN. OC BAFFLE 2 16 IN. 20 IN. 1 1 20 IN. 100W A19 (BULBS NOT INCL.) ALUMINUM EXHAUST PLENUM COLLARS HOOD SECTION # DISTANCE WIDTH LENGTH DIAMETER VOLUME S.P. VELOCITY COLLAR # TO END (IN.) (IN.) (IN.) (IN.) (CFM) (IN. WC) (FT/MIN) 1 / 1 27 9 13 NA 1350 0.58 1662 TOTAL EXHAUST CFM - SECTION 1 1350 300 CFM / FT OPTIONS AND ACCESSORIES 430 STAINLESS STEEL WHERE EXPOSED UL 710 LISTED W/ OUT EXHAUST FIRE DAMPER - UL #MH11726 BACK INTEGRAL AIR SPACE - 3 IN WIDE FACTORY MOUNTED EXHAUST COLLAR(S) INCLUDES PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY STANDING SEAM CONSTRUCTION FOR SUPERIOR STRENGTH EMBOSSED STAINLESS STEEL FINISH FOR HIGH CORROSIONRESISTANCE CONTRACTOR SHALL COORDINATE FINAL SELECTION WITH SUPPLY/EXHAUST PLENUM LOCATIONS, EQUIPMENT CLEARANCES, ARCHITECT AND EQUIPMENT MANUFACTURER PRIOR TO PURCHASE AND INSTALLATION. �- EXHAUST RISER �-- GREASE DRAIN WITH REMOVABLE CUP IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. STAINLESS STEEL SUPPLY AIR PLENUM EQUIPMENT BY OTHERS UL LISTED INCANDESCENT LIGHT FIXTURE -HIGH TEMP ASSEMBLY INSULATED DOUBLE SHELL FRONT 48.0" MAX KITCHEN HOOD DETAIL SCHEMATIC - NO SCALE 24" 102" m NOTE: INSTALLATION SHALL CONFORM TO U.L. 762. 9V:01a i M# l erg. ANCHOR FAN TO CURB WITH CADMIUM PLATED LAG SCREWS (MIN. 2 PER SIDE) - ROOF CURB TO BE SELECTED TO MATCH FAN ROOF —� SEE PROF SIZE REAR GUAF AIR CONDENSING UNIT NEOPRENE PAD, TYP. - 4x4 PRESSURE TREATED LUMBER, TYP. DISCONNECT, SEE ELECTRICAL DRAWINGS FOR INSTALLATION, MAINTAIN 36" CLEAR ACCESS, PROVIDE MOUNTING BLOCK REFER TO ARCHITECTURAL DRAWINGS FOR FLASHING & CAP DETAIL PROVIDE FLASHING AND CAULK PENETRATION INSULATED LIQUID AND SUCTION LINES OFFSET REFRIGERANT LINE INSTALLATION SO THAT THEY THEY ARE NOT LOCATED DIRECTLY BELOW THE DISCONNECT. CONDENSING UNIT ROOF MOUNTING DETAIL SCHEMATIC - NO SCALE ROUTE DRYER EXHAUST TO ROOF IN THE MOST DIRECT MANNER 4"0 DRYER VENT CONNECTION FOR DRYER SECURE TO WALL WITH DRYWALL SCREWS \ I FLEXIBLE DRYER — HOSE BY OWNER DRYER VENT WALL BOX EXHAUST DETAIL SCHEMATIC - NO SCALE 1 1 ROOF MOUNTED UPBLAST CENTRIFUGAL EXHAUST FAN HINGED ACCESS WITH SAFETY CABLE /-VENTED CURB EXTENSION l- GREASE DUCT ENCLOSURE SEE ARCH'L DWGS. OR U.L. LISTED FIREWALL INSULATION (SEE PLANS). EXHAUST DUCT KITCHEN EXHAUST FAN DETAIL SCHEMATIC - NO SCALE SEE ARCHITECTURAL DRAWINGS FOR OUTSIDE WALL CONSTRUCTION CAULK ALL AROUND PERIMETER WITH 20 YEAR SILICONE CAULK SCREEN —N- "OUVER. REFER TO SCHEDULE "OR TYPE AND DIMENSIONS. WALL MOUNTED FAN W/ MBINATION LOUVER DETj NOT TO SCALE 40" MIN CONNECT FLEX DUCT ENDS TO SHEET METAL DUCT AND DIFFUSER NECK WITH NYLON TIES AND MASTIC OR ULL APPROVED PRESSURE TAPE. INTERIOR LINER AND EXTERIOR INSULATION OF FLEX DUCT TO BE TIED INDIVIDUALLY. INSTALL USING TENSIONING TOOL AS PER MANUFACTURER'S RECOMMENDATIONS:--,,,\ ROUND SHEET METAL DUCT DIAMETER AS INDICATED ON PLANS. BRANCH DUCT NYLON TIES INTERIOR LINER PREINSULATED FLEXIBLE DUCTWORK. SEE SPECIFICATIONS. LENGTH NOT TO EXCEED 6'-0". PROVIDE SUPPORT PER SMACNA STANDARDS, INSTALL FREE OF KINKS & SAGS. SPIN -IN FITTING WITH DAMPER & SCOOP SUPPLY DIFFUSER SEE ARCH. PLANS FOR CEILING TYPE NOTE: SEAL INTERIOR LINER OF FLEX DUCT WITH MASTIC AT CONNECTION TO METAL DUCTWORK, DUCTBOARD AND DIFFUSERS. FLEXIBLE DUCT TAKE -OFF DETAIL SCHEMATIC - NO SCALE DIRECT VEt FOR CONTII SEE PLAN FILTER REM CLEARANCE "LEX CONNECTION ;OIL SECTION ZEFRIGERANT LINES OUTSIDE AIR DUCT W/ MVD 'AS CONNECTION - SEE 'LBG. DWGS. ZA PLENUM FULL SIZE )F UNIT CONNECTION I RA DUCT DOWN TO FLOOR BELOW. SEE PLANS FOR SIZE AND CONTINUATION VERTICAL GAS FIRED FURNACE DETAIL SCHEMATIC - NO SCALE WALL STRUCTURE. SO ARCHITECTURAL DRAWIN OUTDOOR LOUVER SEAL AROUND ALL SI MAKE WATER TIGHT. EXTENDED SILL — STEEL LINTEL. SEE 4RCHITECTURAL DWGS. 4LUMINUM ANGLE ALL SIDES. SECURE TO WALL & LOUVER. 31RD SCREEN PROVIDE NECESSARY MOUNTING AND LINKAGE HARDWARE FOR ELECTRONIC ACTUATOR COMBINATION WALL LOUVER ZMOTORIZED DAMPER DETAIL SCHEMATIC - NO SCALE VVT SUPPLY DAMPER DETAIL SCHEMATIC - NO SCALE OUT 8 4 ° p,, a •,fT o ""�� e �a�o(eoe000ponee ena000000vobeoaa�on SYE D IMTIAZUDDIN A. NABLE;M .eaaeoeosoevaspaoa.00a.000ueaauao aj n W bQ �a-A M •y r q V) F y .!1 Q O -, M O M M1� . 0 .o X Z Z 0 0 wo 0 Z T T V LL Lu J J 0 U Ln Z 0 0 oWG O N O � O Q N ;n O N co Z a am Z V 0 0 ui U 0 O a C D) E I I I i t FJ I I I I I I I I I I FLOOR PLAN SCALE: 1 /8" = 1'-0" 1 ST FLOOR - HVAC I I I I I I I I Io" KEYNOTES (APPLIES TO THIS SHEET ONLY) 01 REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LOUVER. 2 ROUTE 4-INCH FLUE VENT TO BACK OF ROOF PITCH, THRU ROOF AND PROVIDE CAP. O4"0 DRYER EXHAUST VENT ROUTED TO ROOF AND CAP, COLLAR, AND FLASH. D 72x48 GREENHECK MODEL GHDW TYPE I KITCHEN EXHAUST HOOD WITH REMOTE ANSUL R-102 FIRE SUPPRESSION SYSTEM LOCATED IN THE PANTRY, FACTORY INSTALLED LIGHT KIT, ALUMINUM BAFFLE FITERS, FACTORY MOUNTED EXHAUST COLLAR, AND FACTORY MOUNTED BACK SUPPLY PLENUM. PROVIDE CEILING ENCLOSURE AS REQUIRED. COORDINATE EXACT MOUNTING HEIGHT WITH ARCHITECTURE ELEVATIONS. O54X42 GREENHECK MODEL GHDW TYPE I KITCHEN EXHAUST HOOD, FACTORY INSTALLED LIGHT KIT, ALUMINUM BAFFLE FITERS, AND FACTORY MOUNTED EXHAUST COLLAR. PROVIDE CEILING ENCLOSURE AS REQUIRED. COORDINATE EXACT MOUNTING HEIGHT WITH ARCHITECTURE ELEVATIONS. OT-STAT MOUNTED 48" A.F.F. 012"X9" GREASE EXHAUST DUCT UP TO KEF-1 ON ROOF. O 13"X9" GREASE EXHAUST DUCT UP TO KEF-2 ON ROOF. 012"X12" MAKE-UP AIR DUCT INSTALL ABOVE CEILING. 10 EXHAUST VENT ROUTED TO WALL CAP. 11 2' OUTDOOR INTAKE DUCT ROUTED TO WALL CAP. 0 COORDINATE CONNECTION WITH EQUIPMENT IN FIELD. 12 COORDINATE EXACT LOCATION WITH ELECTRICAL CONTRACTOR 0 PRIOR TO INSTALLATION. 13 ZONE CONTROL DAMPER. 14 BY-PASS ZONE DAMPER. 15 ELECTRIC UNIT HEATER FOR FREEZE PROTECTION ABOVE 0 CEILING. MOUNT ABOVE CEILING SUSPENDED FROM ROOF STRUCTURE. SET THERMOSTAT AT 407. 16 INLINE MAKE-UP AIR FAN FOR KITCHEN HOOD. GENERAL NOTES (APPLIES TO THIS SHEET ONLY) 1. MECHANICAL CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND EQUIPMENT IN BATHROOMS WITH PLUMBING. 2. COORDINATE ALL WALL CAP LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 3. CONTRACTOR SHALL COORDINATE DUCTWORK ROUTING THROUGH ATTIC SPACE TO AVOID STRUCTURAL AND ARCHITECTURAL CONFLICT. 4. MAINTAIN A MINIMUM OF 3'-0" FROM EXHAUST TO ALL OPERABLE DOORS AND WINDOWS. 5. INTERLOCK CARBON MONOXIDE DETECTION SYSTEM WITH EXHAUST FANS SERVING APPARATUS BAYS. 6. OUTSIDE AIR SHALL BE CONTROLLED VIA A CO2 SENSOR W/ MOTORIZED DAMPER FOR THE TRAINING ROOM, DAY ROOM, AND WEIGHT ROOM. 7. PROVIDE BALANCING DAMPERS AT EACH RETURN GRILLE. 8. PROVIDE SPIRAL ROUND DUCT IN THE COMMUNITY ROOM. 9. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR LOCATIONS OF SUPPLY AND RETURN GRILLES AND DIFFUSERS. OF n �eoemeoao°anep opeumeeooeonoapanon SYED IMTIAZOODIN A. NAI ENU uao paom eaanoaaooemart•ono ue nao nn w cu ^ o N p CO �G S yGn t 3 r" no F oo� e O CIO M O en O z .o a X Z Z 0 0 Q C � Z W'' �. LJJ V �— L.L L LJ _..! J 0 u CA z 0 S � o N CD L 4 K tZ N O m z <' m Z U �Lu - 0 Q 9 W V O CWL M291 A T �D E I I I I I I 70� cvl�-- - - I 19 — — (2 0 I �J ) �[K u M ICE V � p I I I i t I I I I I I I I I I I I FLOOR PLAN (2ND FLOOR) - HVAC SCALE: 1 /8" = 1 '-0" I I I I I I I I I OC LD� E CFD Dlq ofi\ _L ol 61 (f D< OL S I 2) 4, — C315 106 — 17 ) KEYNOTES (APPLIES TO THIS SHEET ONLY) 0 4"0 DRYER EXHAUST VENT ROUTED TO ROOF AND CAP, COLLAR, AND FLASH. OT—STAT MOUNTED 48" A.F.F. O3 8"0 EXHAUST DUCTWORK UP TO CAP, COLLAR, AND FLASH ON ROOF. 40 12"0 EXHAUST DUCTWORK UP TO CAP, COLLAR, AND FLASH ON BACK SIDE OF ROOF SLOPE. 5D ROOF MOUNTED KITCHEN EXHAUST FANS. OZONE CONTROL DAMPER. OBY—PASS ZONE DAMPER. GENERAL NOTES (APPLIES TO THIS SHEET ONLY) 1. MECHANICAL CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND EQUIPMENT IN BATHROOMS WITH PLUMBING, 2. MAINTAIN A MINIMUM OF 3'-0" FROM EXHAUST TO ALL OPERABLE DOORS AND WINDOWS, 3. CONTRACTOR SHALL COORDINATE ROUTING OF DUCTWORK THROUGH AND BELOW STRUCTURE PRIOR TO CONSTRUCTION. 4. INSTALL ALL SENSORS/THERMOSTATS PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE EXACT THERMOSTATS LOCATIONS WITH OWNER PRIOR TO CONSTRUCTION. 5. OUTSIDE AIR SHALL BE CONTROLLED VIA A CO2 SENSOR W/ MOTORIZED DAMPER FOR THE STORAGE 226. 6. PROVIDE BALANCING DAMPERS AT EACH RETURN GRILLE. 7. ALL SLEEPING ROOMS AND RESTROOMS DOORS SHALL BE UNDERCUT 1". 9. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR LOCATIONS OF SUPPLY AND RETURN GRILLES AND DIFFUSERS. aoeoeome amneeooauoemooeenooan oa SyI nD IMTIAZUDDIN A. NAEEN 4eu pnom e°000nnnen,00rt°oxmnecao an 102583 s Q wJ ";R Z w Ln 3 r � . r.. �R 00 4 O .o v X` 1 Z Z 0 0 Q 0 � Z W cle LJJ C.7 LL W J J 0 U CA Z 0 W OG � O N O 3 L J O Gm Q tZ tZ V_ O N O 4 m Zui cac m V z U � 2.2 AS' C) D E OD OE (2 I KEYNOTES (APPLIES TO THIS SHEET ONLY) O REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LOUVER. OROUTE 4-INCH FLUE VENT THRU ROOF AND PROVIDE CAP. 3 ROUTE COMBUSTION & INTAKE CONCNETRIC VENT PIPE UP TO CONCENTRIC TERMINATION KIT THRU ROOF PER MANUFACTURER'S RECOMMENDATIONS. OT-STAT MOUNTED 48" A.F.F. OROUTE 3-INCH PVC COMBUSTION AIR AND FLUE VENT THROUGH ROOF AND PROVIDE CAPS PER MANUFACTURER'S RECOMMENDATIONS. DRYER EXHAUST VENT ROUTED TO ROOF AND CAP, O4"0 COLLAR, AND FLASH, OINSTALL OUTDOOR AIR DUCTWORK AS HIGH AS POSSIBLE. GENERAL NOTES 1. PROVIDE MVD FOR OA DUCT AND OBD FOR RA DUCT. 2. CONTRACTOR SHALL COORDINATE ROUTING OF DUCTWORK THROUGH AND BELOW STRUCTURE PRIOR TO CONSTRUCTION. 3. INSTALL ALL SENSORS/THERMOSTATS PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE EXACT THERMOSTATS LOCATIONS WITH OWNER PRIOR TO CONSTRUCTION. 4. ROUTE GAS FLUE TO CONCENTRIC VENT KIT. ROUTE CONCENTRIC VENT THROUGH ROOF WITH CAP, COLLAR, AND FLASH. CONTRACTOR SHALL ENSURE A MINIMUM OF 10'-0" IS MAINTAINED FROM MECHANICAL AND BUILDING INTAKES. op ia0i0appOpap ya Opa Vp°°opppbpoLpon SY€�D IMTIAZUDOIN A. � AD-EL.M Ipd U♦..Oppapppppba=artf pPp Ua pAa pr � w � .�•� lr N M tD M �yFC. G cd O' 4 0 X i-" Z Z 0 0 Q H 0 C%7 � Z W ce W V - U. W J .J 0 U � O N O Ln 3 C v — Z <C vi tZ/! N m m Z O 0 Z V Q¢ 0 G . Ul g M23 F� SCALE: 1/8" = 1'-0" 20X20 RA 20X20 SA I 20X14 18X14 DO Di 0 ad 0 Q 3 3 2 0*-rbuoea' ® z7 �e • �a-,q 0bao A, NNE. BAsgoag00000qee.000voaeoeeoaaeaan ��( �SYFLi ER A B!1�t�0€�I�t M. Ue eUeeaPa00ababagB.➢aa.ePUPa oAUeeal V 8 �°J• as°e.���� w CU c o 0 -6 A C1 M CO _ M De I~ n _ � D M 4 � 00 d- M Q 0 H .yG V }N. W X Z 0 0 F— o cn ZW w V U. W J ..I 0 V Z - 0 W � O N O 3 Ln- O J O C; Q z H O N CO 0 ccco Z Q he u Z Q a M3.1 FIRE PROTECTION NOTES 1. ALL SPRINKLERS IN SPACES VISIBLE TO PUBLIC VIEW SHALL BE LOCATED SYMMETRICALLY IN RELATION TO CEILING DESIGN ELEMENTS, LIGHTING FIXTURES, SPEAKERS, DIFFUSERS, ETC. ALL CEILING COMPONENTS ARE TO BE INDICATED ON THE SUBMITTAL DRAWINGS AS NOTED PREVIOUSLY TO INSURE COORDINATION WITH ALL CEILING ELEMENTS AND DEVICES. PIPING TO SPRINKLERS IN THESE AREAS IS TO BE PROVIDED WITH RETURN BENDS IF REQUIRED TO ALLOW FOR EXACT PLACEMENT. 2. SPRINKLER HEADS INSTALLED IN LAY IN ACOUSTICAL TILE CEILINGS SHALL BE CENTERED IN THE CEILING TILES OR INSTALLED ON QUARTER POINTS OF THE FOUR FOOT DIMENSIONS OF 2' X 4' TILES. 3. ALL FIRE PROTECTION WORK SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF NFPA STANDARDS AND SHALL MEET THE APPROVAL OF THE OWNERS INSURANCE UNDERWRITER, AND LOCAL AUTHORITIES HAVING JURISDICTION. 4. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING, PURCHASING, OR FABRICATION ANY FIRE PROTECTION EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE: SPRINKLER DRAWINGS AND CALCULATIONS BEARING THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER OR EQUIVALENT CONTRACTORS FIRE SPRINKLER CERTIFICATE SEAL AND APPROVAL STAMP OF LOCAL CODE AUTHORITY; SPRINKLER PIPING; SPRINKLER HEADS; HOSE RACKS, HYDRANTS AND VALVES; PUMPS, CONTROLLERS AND ACCESSORIES; TANKS AND ACCESSORIES. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE OWNERS INSURANCE UNDERWRITER PRIOR TO BEING SUBMITTED TO THE ARCHITECT. 5. CONTRACTOR SHALL COORDINATE THE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL FIRE PROTECTION EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. 6. ALL FIRE PROTECTION EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE, 7. ALL PIPING ABOVE GRADE SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE, PIPING HUNG FROM JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS. 8. ALL SPRINKLER SYSTEMS SHALL BE DESIGNED TO THE AVAILABLE CITY WATER SUPPLY. CONTRACTOR SHALL HAVE CURRENT FLOW TEST PERFORMED PRIOR TO DESIGN. 9. ALL SPRINKLER SYSTEM RISERS SHALL INCLUDE AN ALARM CHECK VALVE, WATER MOTOR GONG, FLOW SWITCH, ETC. 10. HYDRAULIC CALCULATIONS SHALL INCLUDE AN ALLOWANCE FOR INSIDE AND OUTSIDE HOSE STREAMS. 11. FIRE PROTECTION SUBCONTRACTOR SHALL FURNISH AND INSTALL UL RATED FIRE EXTINGUISHERS ACCORDING TO CODE FOR EVERY 3000 SQ. FT. OF FLOOR AREA. EXTINGUISHERS SHALL BE LOCATED TO MINIMIZE TRAVEL DISTANCE TO 75 FEET. 12. ALL MAJOR VALVES SHALL HAVE U.L. LISTED SUPERVISORY SWITCHES COMPATIBLE WITH THE OWNERS CENTRAL ALARM SYSTEM. WIRING OF THE SWITCHES SHALL BE BY OTHERS, 13. GROOVED (VICTAULIC) COUPLINGS SHALL NOT BE USED OVER OR NEAR ELECTRICAL SWITCHGEAR, PANELS, TRANSFORMERS, ETC. 14. ALL SPRINKLER PIPING SHALL BE ROUTED TO MAINTAIN MINIMUM CLEAR HEIGHTS INDICATED ON ARCHITECTURAL DRAWINGS. 15. ALL DRY PIPE SPRINKLER SYSTEMS SHALL BE COMPLETE WITH OS&Y GATE VALVES AND DRY PIPE VALVES, AIR COMPRESSORS, WATER MOTOR GONGS, ACCESSORIES AND PRESSURE SWITCHES COMPATIBLE WITH THE OWNERS CENTRAL ALARM SYSTEM. WIRING OF THE SWITCHES WILL BE BY OTHERS. 16, ALL PIPING ON THE SYSTEM SIDES OF DRY PIPE OR PREACTION VALVES SHALL BE GALVANIZED CLASS 150 AND 300 MALLEABLE IRON THREADED FITTINGS, ANSI B16.1, 17. FIRE APPARATUS FILL VALVE SHAL BE EQUAL TO VIKING MODEL 5430 2" FULL PORT BALL VALVE WITH # 3305 MALE TO MALE ADAPTER AND # 5520 CAP WITH CHAIN. A # 3340 SNOOT MAY BE USED IN LIEU OF THE #3305 ADAPTER IF REQUIRED BY THE FIRE DEPARTMENT. CONTRACTOR TO VERIFY EXACT FITTING REQUIREMENTS BEFORE INSTALLATION. 18. ALL SPRINKLER PIPING WHETHER INSIDE OR OUTSIDE THAT EXPOSED TO FREEZING TEMPERATURES SHALL BE PROTECTED ACCORDING TO SPECIFICATIONS SECTION 21 00 00, 2.05 FIRE PROTECTION MATERIALS 1. ALL MATERIALS, PIPE, VALVES AND EQUIPMENT FURNISHED UNDER THIS SECTION SHALL BE NEW AND APPROVED BY NFPA, UNDERWRITER'S LABORATORIES, INC. (U.L.), FACTORY MUTUAL (F/M) AND AMERICAN WATER WORKS ASSOCIATION (AWWA) WHERE APPLICABLE. 2. SCHEDULE 40 WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135. A. CLASS 125, AND 250 CAST IRON THREADED FITTINGS, ANSI B16.4. B. CLASS 150, AND 300 MALLEABLE IRON THREADED FITTINGS, ANSI B16.3. C. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET, MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM A47 AND A536, U.L. LISTED, F.M. APPROVED. 3. LIGHTWALL WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135. A. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET, MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM A47, AND A536, U.L. LISTED, F.M. APPROVED. B. LIGHTWALL, 150. PSI, BUTTWELD FITTINGS, ANSI B16.9. 4. AUTOMATIC SPRINKLERS SHALL BE PROVIDED AS FOLLOWS: A. FULLY CONCEALED TYPE SPRINKLERS, GLASS ELEMENT OR FUSIBLE LINK STYLE, FAST RESPONSE, HIGH SENSITIVITY SPRINKLERS SHALL BE PROVIDED IN ALL AREAS WITH GYPSUM CEILINGS. TEMPERATURE RATING OF SPRINKLERS SHALL BE 155' - 165% CEILING COVERPLATE SHALL BE FACTORY PAINTED TO MATCH THE ADJACENT CEILING COLOR, SUBMIT PAINTED SAMPLE TO THE ARCHITECT FOR APPROVAL. SPRINKLER TO BE VIKING HORIZON MIRAGE CONCEALED SPRINKLER OR APPROVED EQUAL, B. SMALL FRAME GLASS ELEMENT, SEMI -RECESSED, FAST RESPONSE PENDENT SPRINKLERS SHALL BE PROVIDED IN ALL REMAINING AREAS WITH LAY -IN CEILINGS UNLESS OTHERWISE NOTED. TEMPERATURE RATING OF SPRINKLERS SHALL BE 155' - 165'. SPRINKLERS TO BE VIKING MICROFAST MODEL M SERIES WITH MODEL E-1 ESCUTCHEON. C. FAST RESPONSE UPRIGHT PENDENT SPRINKLERS SHALL BE PROVIDED IN ALL AREAS WITH NO CEILING. TEMPERATURE RATING IS TO BE 165' UNLESS CONDITIONS REQUIRE HIGHER TEMPERATURE. FINISH OF SPRINKLER TO BE ROUGH BRASS. SPRINKLER TO BE VIKING MICROFAST MODEL M. D. ALTERNATE ACCEPTABLE MANUFACTURERS WITH EQUIVALENT SPRINKLERS ARE AUTOMATIC, GRINNELL, GEM, AND RELIABLE. 5. ALL INTERIOR SPRINKLER PIPING SHALL MEET THE REQUIREMENTS OF APPLICABLE SECTIONS OF NFPA, AND THE OWNER'S UNDERWRITER. ALL PIPE, FITTINGS, VALVES, AND SPRINKLER SYSTEM COMPONENTS SHALL BE RATED FOR WORKING PRESSURES AS REQUIRED BY SYSTEM DESIGN. - 6. ALL PIPE, SUPPORTS AND HANGER ASSEMBLIES SHALL BE IN ACCORDANCE WITH NFPA-13 AND SHALL BE U.L. LISTED OR F.M. APPROVED. PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION A/C ABOVE CEILING AD AREA DRAIN A/F ABOVE FLOOR AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE B/C BELOW COUNTER B/F BELOW FLOOR B/G BELOW GRADE BV HOT WATER RETURN BALANCING VALVE -CA- CA COMPRESSED AIR -CD- CD CONDENSATE DRAIN }- CV CHECK VALVE - - - CW COLD WATER PIPING c DN PIPING TURNING DOWN ERD EMERGENCY ROOF DRAIN -ERL- ERL EMERGENCY RAIN LEADER --�- FCO FLOOR CLEANOUT O�- FD FLOOR DRAIN FS FLOOR SINK G G GAS PIPING - LOW PRESSURE -GW- GW GREASE WASTE PIPING -OW- OW OILY WASTE PIPING -{>4- GV GATE/BALL VALVE -�, HB/NFHB HOSE BIBB/NON-FREEZE HOSE BIBB H.G. HANDICAPPED HD HUB DRAIN ---- - HW HOT WATER PIPING ----- HWR HOT WATER RETURN PIPING oa- --- P-TRAP PRV PRESSURE REDUCING VALVE (o-, @ RD ROOF DRAIN --pia- RPBP REDUCED PRESSURE BACKFLOW PREVENTOR - S S,W SOIL, WASTE PIPING (ABOVE GROUND) - -S- - S,W SOIL, WASTE PIPING (BELOW GROUND) -$- SA SHOCK ABSORBER -ST -- ST STORM DRAINAGE PIPING TP TRAP PRIMER -+��- --- UNION 0- UP PIPING TURNING UP -------- V VENT PIPING VTR VENT THRU ROOF I-- WCO WALL CLEANOUT C WH/NFWH WALL HYDRANT/NON-FREEZE WALL HYDRANT �- GCO/YCO GRADE CLEANOUT O IMB ICE MAKE VALVE BOX -OW-- OW SOIL, OILY WASTE PIPING (BELOW GROUND) FIRE PROTECTION LEGEND SYMBOL ABBREVIATION DESCRIPTION F F FIRE PROTECTION SUPPLY -SP SP SPRINKLER PIPING SFDC SIAMESE FIRE DEPARTMENT CONNECTION PLUMBING MATERIALS 1. COLD AND HOT WATER PIPING ABOVE GRADE SHALL BE TYPE L HARD DRAWN COPPER TUBING CONFORMING TO ASTM B-88 WITH SWEAT JOINTS AND CAST OR WROUGHT FITTINGS. ALL JOINTS SHALL BE MADE WITH LEAD FREE SOLDER, DOMESTIC COLD WATER SERVICE PIPING BELOW GRADE SHALL BE CEMENT LINED DUCTILE IRON PIPE WITH PUSH -ON JOINTS. DOMESTIC WATER BRANCH PIPING BELOW GRADE SHALL BE PROTECTED WITH SLEEVES AT ALL PENETRATIONS THROUGH CONCRETE, 2. SANITARY WASTE & VENT, AND STORM DRAIN PIPING ABOVE GROUND SHALL BE NO -HUB CAST-IRON WITH STAINLESS STEEL COUPLINGS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS IF APPROVED BY LOCAL CODE OFFICIAL. PVC PIPING SHALL NOT BE LOCATED IN RETURN AIR PLENUM SPACES. CELLULAR CORE PIPING IS NOT AN APPROVED PIPE MATERIAL. 3. SANITARY WASTE & STORM DRAIN PIPING BELOW GROUND SHALL BE CAST-IRON WITH PUSH -ON JOINTS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS. 4. NATURAL GAS PIPING ABOVE GRADE SHALL BE SCHEDULE 40 BLACK STEEL WITH WELDED JOINTS. NATURAL GAS PIPING BELOW GRADE SHALL BE SCHEDULE 40 BLACK STEEL WITH FACTORY APPLIED PLASTIC COATING, WELDED JOINTS, COATED WITH BITUMASTIC AND WRAPPED WITH TAPE COATING AT ALL JOINTS. 5. ALL ABOVE GRADE HOT AND COLD DOMESTIC WATER, AND RECIRCULATION PIPING SHALL BE INSULATED EXCEPT AT HORIZONTAL CHASE BRANCH PIPING TO INDIVIDUAL PLUMBING FIXTURES AND ON VERTICAL RISERS WITHIN SEALED CHASES. ALL HOT WATER, HOT WATER RETURN PIPING ABOVE GRADE SHALL BE INSULATED WITH 1 INCH NOMINAL THICKNESS PIPE INSULATION WITH VAPOR BARRIER JACKET, ALL COLD WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH 1/2 INCH THICKNESS INSULATION ON PIPING 2" AND SMALLER, 1" THICK INSULATION ON PIPING 2 1/2- AND LARGER. ALL HORIZONTAL STORM DRAIN PIPING AND ROOF DRAIN BODIES SHALL BE INSULATED. MATERIALS AS MANUFACTURED BY ARMSTRONG, CERTAINTEED, KNAUF OR EQUAL. PRODUCTS BY OWENS-CORNING ARE NOT ALLOWED. FLOW TEST DATA SCHEDULE UPON AWARD OF THE CONTRACT, THE FIRE PROTECTION CONTRACTOR SHALL PERFORM A FLOW TEST ON THE TWO HYDRANTS NEAREST THE SITE AND FORWARD THE TEST DATA TO THE PLUMBING ENGINEER AND ARCHITECT THE FOLLOWING WATER PRESSURE/FLOW DATA WAS OBTAINED FROM: . COLLEGE STATION UTILITIES STATIC PRESSURE 76 RESIDUAL PRESSURE 74 FLOW (GPM) 1325 LOCATION OF TEST HYDRANT FLOW @ 600 TARROW PRESS ® 522 UNIVERSITY DR. E. DATE OF TEST 03/07/2011 TIME OF DAY OF TEST 10:30 AM PERFORMED BY: JUSTIN TAMPLIN DRAINAGE PRODUCTS/SPECIALTIES UNLESS OTHERWISE INDICATED NUMBERS ARE JAY R. SMITH. APPROVED EQUAL PRODUCTS: ZURN, JOSAM, WADE, WATTS AND PRECISION PLUMBING PRODUCTS. CO -EXPOSED CLEANOUT - UNFINISHED AREAS JAY R. SMITH FIG. 4420 CAST BRONZE COUNTERSUNK PLUG WITH SLOT TO RECEIVE 1/2" THICK STEEL BAR STOCK. WCO-WALL CLEANOUT - FINISHED AREAS JAY R. SMITH FIG. 4436 C.I. FERRULE FOR NO HUB OR SERVICE WEIGHT PIPE, NICKEL BRONZE ROUND FRAME AND COVER WITH SECURING SCREWS. FCO-CONCRETE FLOORS JAY R. SMITH FIG. 4220 C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASY REMOVAL, ADJUSTABLE ROUND CAST IRON TOP WITH SECURING SCREW, SPEEDI-SET OUTLET CONNECTION. FCO-TILE FLOORS JAY R. SMITH FIG. 4151 C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASY REMOVAL, ADJUSTABLE ROUND NICKEL BRONZE TOP RECESSED FOR TILE WITH SECURING SCREW, SPEEDI-SET OUTLET CONNECTION, FCO-CARPETED FLOORS JAY R. SMITH FIG. 4020-Y C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG, ADJUSTABLE ROUND NICKEL BRONZE TOP COMPLETE WITH STAINLESS STEEL CARPET MARKER WITH SECURING SCREW, SPEEDI-SET OUTLET CONNECTION. YCO-EXTERIOR PAVED/CONCRETE AREAS JAY R. SMITH FIG. 4261 C.I. FLANGED HOUSING WITH HEAVY DUTY C.I. COVER, LIFTING DEVICE, GASKET SEAL THREADED PLUG, V.P. SCREWS IN COVER. YCO-EXTERIOR UNSURFACED AREAS JAY R. SMITH FIG. 4261 C.I. FLANGED HOUSING WITH HEAVY DUTY C.I. COVER, LIFTING DEVICE, GASKET SEAL THREADED PLUG, V.P. SCREWS IN COVER. PROVIDE 24" x 12" CONCRETE PAD FLUSH WITH SURFACE. FD - FLOOR DRAINS-GENERAL/RESTROOMS JAY R. SMITH FIG. 2005-B6 SERIES C.I. FLOOR DRAIN WITH 6" SQUARE NICKEL BRONZE STRAINER, SPEEDI-SET OUTLET CONNECTION AND TRAP PRIMER CONNECTION. FD "M" -FLOOR DRAINS -GENERAL PURPOSE/MECHANICAL ROOM JAY R. SMITH FIG. 3100 SERIES CAST IRON 8-1/2" SQUARE DRAIN WITH BOTTOM STRAINER, CAST IRON HALF GRATE , SPEEDI-SET OUTLET CONNECTION. "TD" - TRENCH DRAINS AT TRUCK BAYS, ZURN FLOW-THRU SYSTEM, Z-806 SERIES, 6" WIDE, 4" BOTTOM OUTLET, BLACK ACID RESISTANT COATED DUCTILE IRON GRATE AND BLACK ACID RESISTANT COATED FRAME, JOINT CONNECTOR AND CLOSED END CAP. FS - FLOOR SINK -GENERAL PURPOSE/MECHANICAL ROOM JAY R. SMITH FIG. 3150C SERIES CAST IRON 12" SQUARE DRAIN WITH BOTTOM STRAINER, CAST IRON STRAINER GRATE, SPEEDI-SET OUTLET CONNECTION. SD - SHOWER DRAINS JAY R. SMITH FIG. 2010-C SERIES C.I. FLOOR DRAIN WITH 5" ROUND OR SQUARE NICKEL BRONZE ADJUSTABLE STRAINER TOP, SPEEDI-SET OUTLET CONNECTION LAVATORY -WALL HUNG SUPPORT JAY R. SMITH #700 FOR MASONRY WALLS AND #700-M31 FOR METAL STUD WALLS. ELECTRIC WATER COOLER CARRIER -WALL HUNG JAY R. SMITH FIG. 830 SUPPORT WITH UPRIGHTS OF HIGH STRENGTH STEEL WITH WELDED BASES BOLTED TO FLOOR. FOR STEEL STUD WALLS, USE M31 RECTANGULAR UPRIGHTS. TP-"A"-AUTOMATIC TRAP PRIMER PPP PRIME -RITE SERIES AUTOMATIC TRAP PRIMER WITH MULTIPLE OUTLET DISTRIBUTION UNITS AS REQUIRED. TP-"L"-TRAP PRIMER JAY R. SMITH FIG. 2698 WATER SAVER TRAP PRIMER WITH 1-1/4" INLET AND OUTLET, 17 GAUGE SATIN CHROME -PLATED P-TRAP. WATER HAMMER ARRESTORS P.P.P. SYSTEM RATED PLUS SERIES COPPER WATER HAMMER ARRESTORS. INSTALL IN AN UPRIGH POSITION AT ALL FLUSH VALVES, WASHING MACHINE SUPPLIES, DISHWASHERS, PRV STATIONS, AND OTHER QUICK CLOSING VALVES, SOLENOIDS AND PLUMBING FIXTURES. LOCATE AND SIZE AS INDICATED ON DRAWINGS. WHERE NOT SHOWN ON DRAWINGS, LOCATE AND SIZE IN ACCORDANCE WITH PDI STANDARD WH-201. HB-HOSE BIBB WOODFORD #24P HOSE BIBB WITH WHEEL HANDLE WITH VACUUM BREAKER, ROUGH BRASS, FOR USE IN NON-PUBLIC AREAS. NFWH-WALL HYDRANT -EXTERIOR JAY R. SMITH FIG. 5509-QT NON FREEZE 3/4" CAST BRONZE HYDRANT WITH RECESSED STAINLESS STEEL BOX AND FRAME INTEGRAL VACUUM BREAKER, NICKEL BRONZE FACE, AND SIZED IN ACCORDANCE WITH WALL THICKNESS. HW/CW HOSE STATION LEONARD MODEL CW-75-VBD: MANUAL HW/CW VALVE ASSEMBLY WITH SURFACE MOUNTED WITH HW/CW HYDRANTS WITH INTEGRAL VACUUM BREAKER. AND N2 HOSE NOZZLE. WASHING MACHINE UTILITY CONNECTION GUY GRAY MODEL B200 16 GAUGE UTILITY CONNECTION WITH 1/2" ANGLE VALVES AND 2" WASTE. PROVIDE FR-12 SERIES IN ALL FIRE RATED WALLS. ICE MAKER SUPPLY GUY GRAY MODEL BIM875 16 GAUGE SUPPLY WITH 1/2" INLET, AND 1/4" OUTLET ANGLE VALVE. PROVIDE FR-12 SERIES IN ALL FIRE RATED WALLS. PH-1 NON -FREEZE POST HYDRANT FOR FIRE TRUCK FILL. MURDOCK MODEL M-200 PLUMBING NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL PLUMBING FIXTURES. 2. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2009 INTERNATIONAL PLUMBING CODE AND ALL APPLICABLE LOCAL CODE AND ORDINANCES. 3. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED FROM THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR BE SUPPORTED FROM CEILING TILES. 4. WATER PIPING ROUTED ABOVE CEILING AND IN EXTERIOR WALLS SHALL BE ROUTED ON HEATED SIDE (UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE (INSIDE) OF WALL INSULATION. 5. SANITARY AND DRAINAGE PIPING 2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM, PIPING 3" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM. 6. TOPS OF ALL FLOOR DRAINS AND CLEANOUTS SHALL BE SET FLUSH WITH FINISHED FLOOR. 7, TRAP PRIMERS OR TRAP GUARDS AS APPROVED BY LOCAL AUTHORITY ARE TO BE PROVIDED ON ALL FLOOR DRAINS AND HUB DRAINS. TP 1" LAVATORY WASTE TRAP PRIMERS ARE TO BE PROVIDED ON DRAINS IN PUBLIC RESTROOMS, GUEST ROOMS, AND OTHER AREAS WITH DRAINS ADJACENT TO LAVATORIES. TP "A" AUTOMATIC TRAP PRIMERS ARE TO BE PROVIDED IN ALL OTHER REQUIRED LOCATIONS, 8. PLUMBING AND FIRE PROTECTION PIPING IS NOT TO BE INSTALLED IN ELECTRICAL ROOMS, TELEPHONE ROOMS, EXCEPT PIPING SERVING THAT SPECIFIC ROOM. 9. LOCATE ALL SECTIONAL OR MAIN CONTROL VALVES WITHIN 1'-O" FROM ACCESS PANELS, CEILING TILES, OR OTHER POINT OF ACCESS. 10. ALL COLD WATER, HOT WATER AND DRAIN PIPING AT HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD MODELS 102 AND 105 INSULATION KITS. 11, PROVIDE SHOCK ABSORBERS SIZED PER PDI SPECIFICATIONS AND MEETING ASSE 1010 STANDARD ON ALL DOMESTIC WATER LINES SERVING FLUSH VALVE FIXTURES, WASHING MACHINES SUPPLIES, DISHWASHER SUPPLIES, PRV STATIONS AND OTHER INSTALLATIONS WITH QUICK CLOSING VALVES. 12. ALL SHOWER HEAD ARMS AND VALVES SHALL BE PROVIDED WITH ADDITIONAL BLOCKING AS REQUIRED AND RIGIDLY SECURED TO ADJACENT STRUCTURE. 13. ALL SHOWER HEADS SHALL BE INSTALLED WITH THE CENTER POINT OF THE SHOWER HEAD FACE LOCATED 6'-6" MINIMUM ABOVE THE TUB/SHOWER FINISHED SURFACE. 14. PROVIDE MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS CROSSING BUILDING EXPANSION JOINTS. 15. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND THE ELECTRICAL CONTRACTOR, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. 16. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. 17, ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE RATED ASSEMBLIES SHALL BE FIRE STOPPED AS REQUIRED TO RESTORE ASSEMBLY TO ORIGINAL INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY 3M COMPANY, CP25 CAULK, CS195 COMPOSITE PANEL, FS195 WRAP/SRINK, TREMCO, HILTI, METACAULK, NELSON, OR PSS 7900 SERIES SYSTEMS AS RECOMMENDED BY MANUFACTURER FOR PARTICULAR APPLICATIONS, OR EQUIVALENT SYSTEM AS APPROVED BY LOCAL CODE OFFICIALS. ALSO, REFER TO DIVISION 7 - THERMAL AND MOISTURE PROTECTION. 18. PROVIDE AN INLINE FILTER ON THE DOMESTIC WATER SUPPLY TO ALL ICE MACHINES, FILTRINE MODEL 4TM OR ENGINEER APPROVED EQUAL. 19. ALL VENT THRU ROOF PENETRATIONS SHALL BE ROUTED TO TERMINATE AT THE LEAST VISIBLE LOCATION FROM THE ENTRY VIEW. 20, ALL LIQUID PIPING AND P-TRAPS WHETHER INSIDE OR OUTSIDE THAT ARE EXPOSED TO FREEZING TEMPERATURES SHALL BE PROTECTED ACCORDING TO SPECIFICATIONS SECTION 22 00 00, 2.09 HW CIRCULATOR PUMP SCHEDULE SYMBOL SERVICE/ LOCATION TYPE FLOW (GPM) HEAD (PSI/FT) HP MANUFACTURER AND MODEL HWRP-1 HOT WATER RECIRC. INLINE 5 10 1/25 GRUNDFOS MODEL UP 15-42 WATER HEATER SCHEDULE SYMBOL MANUFACTURER\ STORAGE GPH MODEL NO." CAPACITY REC. @ 100'F OUTLET GAS INPUT NOTES GALLONS RISE TEMPERATURE WH-1 LOCHINVAR NR20 SNR200-100 93 233 149F 199,999 BUTH 1-8 WH-2 LOCHINVAR SNR200-100 93 233 149F 199,999 BUTH 1-8 NOTES: 1. PROVIDE EXPANSION TANK SIZED PER THE WATER HEATER MANUFACTURER'S RECOMMENDATION. 2. T&P RELIEF VALVE. 3. BALL VALVES WITH UNIONS AND DIELECTRIC FITTINGS ON WATER INLET AND OUTLET CONNECTIONS. 4. ALL HEATERS AND INSTALLATION SHALL MEET 2003 INTERNATIONAL ENERGY CONSERVATION CODE CRITERIA. 5. LOCATE WATER HEATERS AS INDICATED ON PLANS. 6. ROUTE DRAIN PAN AND T&P RELIEF DRAINS AS INDICATED ON PLANS. 7. PROVIDE WITH LOW NOX CONSTRUCTION. 8. HEATER SHALL BE SEALED COMBUSTION LO-NOX DIRECT VENTED, MINIMUM 96% COMBUSTION EFFICIENCY. PLUMBING FIXTURE SCHEDULE FIXTURE SELECTION IS BASED ON KOHLER MODELS UNLESS OTHERWISE NOTED, APPROVED EQUAL MANUFACTURERS AS FOLLOWS: FIXTURES: AMERICAN STANDARD, KOHLER, FAUCETS & TRIM: KOHLER, AMERICAN STANDARD, BRASSCRAFT, DELTA, MCGUIRE, SANITARY DASH, ZURN FLUSH VALVES: DELANY, SLOAN, ZURN FIXTURE SEATS: AMERICAN STANDARD, BEMIS, BENEKE, CENTOCO, CHURCH, KOHLER FIXTURE CARRIERS: JOSAM, JAY R. SMITH, WADE, ZURN MOP SINKS: FIAT, FLORESTONE, STERN WILLIAMS STAINLESS STEEL SINKS: ELKAY, JUST, KOHLER SHOWER VALVES & TRIM: AMERICAN STANDARD, DELTA, KOHLER, SPEAKMAN, ZURN, WATER COOLERS: ELKAY, HALSEY TAYLOR, OASIS WC WATER CLOSET - FLOOR MOUNTED - FLUSH VALVE - 1.6 GPF - TOP SPUD: AMERICAN STANDARD 3451.160 MEDERA SIPHON JET ELONGATED BOWL, 1-1/2" TOP SPUD, EVERCLEAN. ZURN Z-6000-WS-1 FLUSH VALVE. CENTOCO 150OCCSS HEAVY DUTY SOLID PLASTIC ELONGATED OPEN FRONT SEAT WITH CHECK HINGE. BOLT CAPS 471310-100. WC-H WATER CLOSET - FLOOR MOUNTED - FLUSH VALVE - 1.6 GPF - TOP SPUD: AMERICAN STANDARD 3043.102 MADERA SIPHON JET ELONGATED BOWL, 1-1/2" TOP SPUD, EVERCLEAN. ZURN Z-6000-WS-1 FLUSH VALVE. CENTOCO 150OCCSS HEAVY DUTY SOLID PLASTIC ELONGATED OPEN FRONT SEAT WITH CHECK HINGE. BOLT CAPS 471310-100. UR URINAL - WALL HUNG - FLUSH VALVE - 1.0 GPF TOP SPUD: LYNBROOK MOD. 6605.027 WITH 3/4" TOP SPUD. ROYAL MOD. 190 1.0 GPM FLUSH VALVE. L1/L1H LAVATORY - WALL HUNG - GRID DRAIN: AMERICAN STANDARD 0124.024 VITREOUS CHINA, WALL HUNG LAVATORY WITH 4" BACK SPLASH AND FITTING DECK PUNCHED ON 8" CENTERS, 21-1/4" X 22". AMERICAN STANDARD T2730-LHP DUAL LEVER FAUCET WITH AERATOR AND GRID DRAIN. MCGUIRE 170 SUPPLY TO WALL WITH WHEEL HANDLE STOPS, 5" EXTENSION TUBE, WALL ESCUTCHEON AND FLEXIBLE RISERS. AMERICAN STANDARD 4401014 P-TRAP 1-1/4" X 1-1/4" WITH CAST BRASS NUTS AND CLEANOUT PLUG. L2/L2H LAVATORY - UNDERCOUNTER: DANZE 'COBALT' MOD. DC067250 WHITE, VITREOUS CHINA SELF -RIMMING ROUND LAVATORY. DANZE 'SIRIUS' MOD. D301444 DUAL LEVER FAUCET WITH AERATOR, 8" SPREAD MCGUIRE 155A GRID DRAIN, MCGUIRE 170 CHROME PLATED ANGLE SUPPLY WITH 1/2" O.D. X 12" FLEXIBLE RISER AND 1/2" O.D. WHEEL HANDLE STOP WITH WROUGHT ESCUTCHF SH SHOWER - VALVE AND HEAD-, DANZE 'SIRIUS' D500044 VALVE & SHOWER HEAD WITH NO TUB FILL 2.5 GPM MAXIMUM FLOW CONTROL. PROVIDE A 2" FD. IN SHOWER AREA. S1 SINK - TWO COMPARTMENT - TWO FAUCETS: AMERICAN STANDARD 'CULINAIRE' MOD. 7502.000 SELF -RIMMING STAINLESS STEEL, AMERICAN STANDARD 'SIRUIS' MOD. D404-244 CHROME SINGLE LEVER FAUCET AND MOD. D414-344 CHROME DUAL LEVEL FAUCET, STAINLESS FLANGE & STRAINER, CHROME 1-1/2" P-TRAP AND SUPPLIES WITH STOPS. S2 SINK - TWO COMPARTMENT - DUAL LEVER FAUCET: ELKAY ELUHAD3118, 30-3/4" X 18-1/2 X 5-1/2" DEEP SELF -RIMMING STAINLESS STEEL, AMERICAN STANDARD 'SIRUIS'MOD. D414-344 CHROME DUAL LEVEL FAUCET WITH HOSE AND SPRAY, STAINLESS FLANGE & STRAINER, CHROME 1-1/2" P-TRAP AND SUPPLIES WITH STOPS. DS DECON S.S. SINK - SINGLE COMPARTMENT: 6" X 10". FITTED WITH CHICAGO FAUCETS MOD. CF9831-P105-LC WALL MOUNTED UNIT WITH SPRAY ACTION, GOOSENECK 8" CENTERS, STAINLESS FLANGE & STRAINER, CHROME 1-1/2" P-TRAP AND SUPPLIES AND STOPS. MS MOP SINK - MOLDED STONE: SS SERVICE SINK - SINGLE COMPARTMENT - DUAL LEVER: ELKAY DCR252210, 10" DEEP SELF -RIMMING STAINLESS STEEL, 3-HOLE FITTED WITH ELKAY LK232SBH5 DUAL LEVER FAUCET, STAINLESS FLANGE & STRAINER, CHROME 1-1/2" P-TRAP AND SUPPLIES AND STOPS. EWC ELECTRIC WATER COOLER - BI-LEVEL - PUBLIC: HAWS HI-LO H1011.8 WATER COOLER WITH REFRIGERATION SYSTEM, STAINLESS STEEL BOWL, BUBBLER, HAND OPERATING CONTROL AND BRASSCRAFT OCR19R ANGLE SUPPLY WITH STOP; 1-1/4" P-TRAP; JAY R. SMITH OR EQUAL COOLER CARRIER. SV SOLENOID SHUT-OFF VALVE: ASCO REDHAT 2/2 SERIES 8042. SUPPLIED BY ELECTRICAL CONTRACTOR, INSTALLED BY PLUMBING CONTRACTOR. MRS MANUAL RESET SWITCH FOR GAS: LAMB KJD17 SERIES. NORMALLY CLOSED, PH-1 NON -FREEZE POST HYDRANT FOR FIRE TRUCK FILL. MURDOCK MODEL M-200 >q q poe08gpgp„p p q q ggppqp p..... Op ,9YFD IMTIAZiIDDIN A. NADEEN 02583 ge�pmq gzmgemmqampouepaqpn � w ^ M A �ti•P � t ♦ H {7 y ui 7 ?�C A N ao� L O 0 zo z X F- Z 014. Z 0 0 r � Q ZW woe V L W J J 0 V Z 0 t7i i O N o 'n o C_ a N N N 8f O m Z m Z V 0 8 u O a '• � ic�ao°o$°s°�-- (�I-.-------_— � Apo -gyp, I°D'.> D000400 7,000000� • � ° � b 0�0 �00 h � � I u°�°O°°O°°O°°O�I I r •.' . b I D�0000000� ,°°°°O° 0000 0 0 0 �o oP ' o 0 0 o—o—o o—o 0 00 :. INLET D .1 ado°o� e — o — o o — o ,0000( :• � PIPING '`'I .. I o—o—o--o-0 1 LOW o—C I (� LOW — — r) I o—o—c i o—e t I OUTLET >�oO°o0 o I ,o°o0o0oi PIPING c o—o—o—o—o 0 0 a.l >0000 �00 0000000C �10 000�01 ,• DC1000�� 00 1 0 0 0 1} r 4" VENT b000000A t• — — + __-- �0000000o000i I'.. > ♦ .. D��� O _ _ J TI _ — ° .• p °�'. • ° .. .6 •e •:°." T.♦. .. D.. �,Q a r•p°'• •.P .•°• s ',n . 2" ADJUSTABLELPLAN VIEW OIL DRAWOFF 30x6O GALV. STEELPARKwoy�' (OPTIONAL) FRAME & COVER, RATED FOR SAND -OIL INTERCEPTOR SCHEDULE MODEL NO. CAPACITY USGal OIL CAP. US (GAL) EMPTY WT (LBS) LENGTH L1 WIDTH W1 HEIGHT H1 INLET FL1 OUTLET FL2 SOCMP-1000 1,000 500 12,500 8'-8" 5'-0" 6'-0" 4'-9" 4'-6" PEDESTRIAN LOADING [aluminum & H-20 traffic rating are also available] HIGH OIL ALARM PANEL MOUNTED AT REMOTE HIGH LOCATION (OPTIONAL) LEVEL HIGH OIL FLOAT SWITCH GRADE F (OPTIONAL) EXTENSION AS REQ'D T .D ' • �°-�.. —tea—. •°_•�' r i ALARM T GRADE 4 BOOT ° ,. Low : a BOOT LIQUID SURFACE Low OUTLET INLET eq _ o :p;• as a •.;•;: -::; a.•a:, • OIL CHAMBER 4 . TAPERED 4 , WALL W 4. ' I I °•I I 'a // \ \�` I y��/ J\` fq '• TO PUBLIC FROM KITCHEN WASTESEWER SYSTEM FLO = PITERCEPTO = W.... " �G V1 20 DIA. MIN. GAS TIGHT N.VENT I CL PVF DOUBLE ° TEE MANIFOLD I. I INLET AND OUTLET BYPIPIOTHERSVIDED PLAN VIEW T1 ° q a q . e.:•d 'aq a q•g a. FLOWLINE @ 3" —•-) T1 ABOVE STATIC VENT PER LOCAL CODE WATER LEVEL REQUIREMENTS (TYP) GRADE 24" DIA. CAST IRON FRAME 4" C.O. —III & COVER. (TYPICAL OF 2) GRADE (TYP) GRADE EXTENSION RINGS ' -f 1 AS REQUIRED eg 3" VENT SLEEVE q LIQUID SURFACE 3" VENT SLEEVE 4 3" MIN. , Flaw d WATERTIGHT JOINT FILLED W/ RAM—NEK FLEXIBLE MONOLITHIC BAFFLE PLASTIC GASKET ° . da ° INTERIOR COATING • PVC COUPLING BITUMASTIC ON <•' ° ° MODELS 2000 GAL + (TYP) ATERSTOP FL2 AND SMALLER ° ° 18' FLOW DIVERTED q ° GRADE ,��ii�-� zrnr_ 1 GRADE CAST IRON •� �� ' d • • � -- � FRAME AND COVER `" �t ;"' \ REVERSIBLE CONFIGURATION .e e, GRADE v ��fl1f��/7/�T✓�_'---CAST IRON d : p RISER SECTION ; ;' : ' d' ' FRAME AND COVER RCP PIPE • . VARIES a e n 15" DIA ID >° a ;. q"d4. p' 6' JOINT SEALED w/ RISER SECTION RCP PIPE NONSHRINK GROUT >. °d 15" DIA ID ° a JOINT SEALED w/ NONSHRINK GROUT /INLET & n' +L/) OUTLET . SCH 40 PVC „ 4 e' SLEEVE (TYP) 'C' OUTLET qd '; d a 'C' INLET FRONT VIEW TO SEWER FROM INTERCEPTOR FLOW FLO �jSEWER LINE ° ° CONCRETE BASE °' "' ° . e• . °d A (OPTIONAL) FROM BLDG INTERCEPTOR WASTE SIDE VIEW SAMPLE WELL TO SANITARY INLET SEWER OUTLET q a . .. d • q.• e . q, ,.. a'• • < .. NOTES • ..p'•. ��_ �\ . q. EV O N PRODUCT INFO. BASED ON PARK ENVIRONMENTAL EQUIP. FROM KITCHEN WASTE /SEWER LINE H1 COALESCING MEDIA PACK PAY. OIL DAM GREASE TRAP PIPING FL1------------- L FL2 C<CJ INTERIOR COATED — SLUDGE WITH BITUMASTIC n CHAMBER tJ 12' INLET WEIR " C°• ,°° '�°. .. ode a,a .. :�: A ELEVATION IL1 SANDJOIL INTERCEPTOR DETAIL NOT TO SCALE PRESSURE GAUGE (TYP.) 3/4"LOOSE KEY NON — FREEZE HOSE BIBS 1/2" TYPE K COPPER TUBING TO FLOOR DRAIN TRAP PRIMER CONNECTION GATE VALVE (TYP) FIN. FLOOR. TRANSITION TO TYPE L HARD COPPER @ MIN. 6" ABOVE FIN. FLOOR DOMESTIC WATER SERVICE B/G. TYPE K COPPER W/ BRAZED JOINTS. SOLDERED JOINTS ARE NOT ALLOWED BELOW CONCRETE OR PAVED AREAS, JOINTS SHALL BE AVOIDED WHERE POSSIBLE. DOMESTIC SUPPLY TO BUILDING WILKINS MODEL 475V REDUCED �— PRESSURE ZONE BACKFLOW PREVENTER OR AS REQUIRED BY CITY FOR INDOOR VERTICAL INSTALLATION AUTOMATIC TRAP PRIMER NOTE: REFER TO BUILDING PLANS FOR REQUIRED PIPE SIZES. DOMESTIC WATER SERVICE ENTRACE DETAIL NOT TO SCALE SAMPLE WELL TO SANITARY SEWER PIRG CI IPDI Y Tn RI III NNIC GREASE INTERCEPTOR SCHEDULE MODEL NO. CAPACITY USGal GREASE CAP. (LBS) EMPTY WT (LBS) LENGTH L WIDTH W HEIGHT H INLET FL1 OUTLET FL2 GT-1000 1000 2,300 13,350 8'-8" 5'-0" 6'-0" 4'-9" 4'-6" CONCRETE Class 1 concrete with design strength of 4500 PSI at 28 days. Unit is of monolithic construction at floor, first stage of wall and baffle with sectional riser to required depth. (Monolithic baffle required, slide —in type is not acceptable) REINFORCEMENT: Grade 60 reinforced with steel rebor conforming to ASTM A615 on required centers or equal. C.I. CASTINGS: Manhole frames, covers or grates are manufactured of grey cast iron conforming to ASTM A48-76 Class 30. Manhole shall be nominal 24 inch diameter and be traffic duty. GREASE INTERCEPTOR DETAIL NOT TO SCALE FIRE SERVICE ENTRANCE DETAIL NOT TO SCALE 475DAV REDUCED E DETECTOR CHECK VENTER OR AS ;ITY FOR INDOOR LLATION DIELECTRIC FLANGE SET WATER SERVICE B/G W/ ROD AND CLAMPS WATER HEATER BASE ASME T&P RELIEF LOCHINVAR SNR200-100 93 GALLON CAPACITY 1. SAMPLING WELL MUST BE INSTALLED UNDER A SEPARATE PLUMBING PERMIT. 2. USE 15 T&G R.C.P. FOR INSTALLATION FOR INSTALLATION 6 —0,: DEEP AND LESS. USE 24" T&G R•:C.P. FOR INSTALLATION GREATER THAN 6'-0" DEEP. STD RING 30" 24" 3 ( AND M.H. COVER REQUIRED) 4. SAMPLING WELL MUST BE SET IN A CIRCULAR OR SQUARE CONCRETE PAD ( 1'-0" GREATER THAN OUTSIDE DIAMETER OF PIPE.)�� 5. INSIDE INSTALLATION NOT PERMITTED, WHERE OUTSIDE INSTALLATION IS POSSIBLE. ti 6. INSTALLATION INSIDE BLDG MUST BE POURED IN PLACE (15"MIN) NO CONCRETE PIPE IS PERMITTED, (AIR —TIGHT COVER REQUIRED.) 7. DRIVE & SIDEWALK INSTALLATION MUST BE BROUGHT TO FINISHED GRADE OUTLET 8. TO BE INSTALLED ON PRIVATE PROPERTY, IN AN ACCESSIBLE LOCATION TO CITY 30" PERSONNEL. PLAN VIEW SAMPLING WELL DETAIL NOT TO SCALE VB AQUASTAT --- -- -- -- --- I -- -- (,TYPICAL -- -- — --� BALANCING VALVE TO HOT WATER MIXING VALVE (SET AT 4 GPM) HWRP STATION. REF DETAIL THIS SHEET I I " I i i 3/4 HWR FROM BUILDING LOOP ( MERCURY THERMOMETER HWRP TIMER PROVIDED, INSTALLED AND WIRED BY DIVISION 16, FIELD COORDINATE LOCATION OF PUMP AND TIMER. ( I � I i r Io I T ASME T&P t RELIEF i II i i I I LOCHINVAR i SNR200-100 i 93 GALLON I CAPACITY � COMPRESSION STN 30VMTCROL �. I WATER HEATER BASE FROM WATER HEATER T&P RELIEF AND OVERFLOW PAN DRAINS EXTEND TO HUB DRAIN OR BUILDING EXTERIOR AS REQUIRED BY CODE WATER HEATER PIPING DETAIL NOT TO SCALE FLOOR 0 0 3 9 ii am°�no aK o u°. aronnoano i i'ED 81171 �,?ibl31;1N A. Nt'.DCEM 10 vou000 ouvuoosaigoaru uan noonoa uuna 125 y 01 L a` -9b aS N r In H M oo� C > Q 00 4 0 e z w X F_ Z Z 0 0 F_oV) ZW w V u- W ..J _I 0 V 0 L0 C) 0 o N O O O Q V o 0 0 0 CCcoZ Z o 0 U V � 6K � FINISHED WALL w w o WATER HAMMER ARRESTORS ( (I FRAME I 1/2" HW & CW CONNECTION AS SPECIFIED )rl7RAME RECESSED METAL 2" STANDPIPE—\ BOX WASHING MACHINE CONNECTION DETAIL NOT TO SCALE 1-1/2" TO SYSTEM THERMOMETER I I FROM HOT WATER HEATER CHECK VALVE ' f COLD WATER TO 3/4" HWR 1-1/2" WATER HEATER 1-1 /2 MIXING VALVE I 1-1/2" CHECK VALVE CHECK VALVE VALVE TO BALANCE SYSTEM MUST BE COLD WATER DOWNSTREAM OF CIRCULATOR PUMP SUPPLY BEFORE CHECK VALVE. HOLBY VALVES SIZED TO MAXIMUM FLOW OF 30 GPM AT HIGH RATE AND MINIMUM FLOW OF .5 GPM AT LOWEST RATE. CONSULT MANUFACTURER FOR SPECIFIC DETAILS AND VALVE SIZES. PHONE NO. 212 828-6363 HOT WATER MIXING VALVE DETAIL NOT TO SCALE 1/2" (MIN.) J- 2 1/2" (O.D.) 4" 7" (MIN.) BATHTUB/SHOWER DRAIN SHOWER DRAIN INSTALLATION DETAIL NOT TO SCALE WATER LINE PIPE TRAP PRIMER VALVE. PRECISION PLUMBING PRODUCTS, INC. MODEL OREGON # 1 1/2" WATER LINE FINISHED FLOOR FLOOR DRAIN WITH DEEP SEAL TRAP (REFER TO DETAIL TRAP PRIMER DETAIL NOT TO SCALE SECURE TO STRUCTURE SEE 15060 SPECIFICATION SECTION. LEVEL AFTER INSTALLATION CLEVIS HANGER SEE SPECIFICATIONS FOR MATERIALS PIPE-------,, 16 GA GALV SHEET METAL SADDLE 4" CLOSET FLANGE B—LINE FLAT TOP _____T BFNn CLEVIS HANGER WATER CLOSET BLOCKOUT DETAIL NOT TO SCALE CONCRETE SURFACE OR FLOOR COVERING AS REQUIRED BRASS CLEANOUT PLUG SLOPE FINISHED FLOOR CUT LINE. X �CUT LINE �°. / CONCRETE PATCH 2'-0" WHERE PERMITTED BY LOCAL CODES. (EACH SIDE) PVC—DWV PLASTIC SHCEDULE 40, FLOOR NSF SEAL CS-72 MAY BE USED FOR 3" WASTE TRAPPED I DRAIN SANITARY DRAINAGE PIPES (SOIL, AND VENTER. SEE WASTE, AND VENT), WITH SOLVENT FLOOR PLANS. WELDED JOINTS. DRAIN LINE DEEP SEAL " P" TRAP SUPPORT AT THIS POINT HUB JOINT FLOOR DRAIN DETAIL NOT TO SCALE 12" MIN. APPLIES TO: DOMESTIC COLD, HOT & HOT WATER RETURN PIPING AND ANY WASTE PIPING ABOVE SLAB THAT RECIEVES CONDENSATE. SEE 15250 SPECIFICATION SECTION. PIPE INSULATION DETAIL NOT TO SCALE CONCRETE SURFACE OR FLOOR COVERING AS REQUIRED — CLEANOUT COVER COUNTERSINK SCREW BRASS CLEANOUT PLUG FINISHED FLOOR EARTH FILL ADJUSTABLE CLAMPING COLLAR SANITARY TEE HUB JOINT CAST IRON SIZE AS NOTED ON PLANS TYPICAL YCO, (WHERE SHOWN ON DRAWINGS OR AS REQUIRED. BY CODE) FLOOR CLEANOUT DETAIL NOT TO SCALE THREADED CLEANOUT PLUG (PROVIDE CHROME ACCESS COVER WHERE APPROPRIATE) CLEANOUT TEE FINISHED WALL SURFACE NO HUB WITH ACCESS COVER WALL CLEANOUT DETAIL NOT TO SCALE INSULATION ALL SERVICE JACKET VAPOR BARRIER ENCAPSULATE PROTECTION SADDLE WITH VAPOR BARRIER, FIBERGLASS PIPE INSULATION STEEL PIPE COVERING PROTECTION SADDLE WITH INSULATION FILL ON PIPING OR RIGID URETHANE FOAM INSULATION SADDLE WITH INTEGRAL 16G GALVANIZED METAL SHIELD AND VAPOR BARRIER JACKET FOR LOW TEMPERATURE PIPING LEAD FLASHING TURNED DOWN INTO VENT PIPE►j� VENT STACK THRU ROOF FLASHING AND COUNTER FLASHING SLEEVE ROOF CONSTRUCTION AS REQUIRED, CAULK AIRTIGHT INCREASER WHEN REQUIRED —� VENT LINES —► NOTES: VENT STACK—� 1. SIZE OF OPENING IN ROOF DECK TO BE AS SMALL AS POSSIBLE COORDINATE WITH STRUCTURAL DRAWINGS. 2. FOR ROOF CONSTRUCTION TYPE . REFER TO ARCHITECTURAL DRAWINGS. 3. CONDENSATE DRAIN LINE TO BE GALVANIZED IRON OR COPPER 4. REF. ARCHITECTURAL PLANS TO THE FLASHING/COUNTER FLASHING NOTE VENT STACK DETAIL NOT TO SCALE 12" 3/8" ALL —THREAD ROD FOR <=4" PIPE. FOR LARGER PIPE SIZES SEE NFPA 13. HANGER — GRINNEL FIG. 69 ON INSULATED PIPE. PROVIDE PIPE SUPPORT SHIELD. 1/2" ALL —THREAD ROD FOR <=4" PIPE. FOR LARGER PIPE SIZES SEE NFPA 13. ONE FOOT SECTION OF FOAM GLASS PIPE INSULATION SHIELD-16 GA. GALV. METAL LOCK WASHER U BOLT (TYPICAL) In non. ANGLE IRON 1 1/2"x1 1/2"x3/16" PIPE HANGER DETAIL NOT TO SCALE STANDARD WEIGHT STEEL PIPE SLEEVE OF SIZE TO PASS PIPE AND INSULATION TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRU FIRE WALLS IN A SMOKE TIGHT MANNER TYPICAL CLAMPING FOR INSULATED PIPE. TYPICAL CLAMPING FOR UN —INSULATED PIPE. PIPE AND INSULATION TO BE�r%il CENTERED IN SLEEVE — DO NOT SUPPORT PIPE FROM SLEEVE FINISHED ESCUTCHEON PLATE FLUSH I I AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING CONCEALED PIPING PIPING EXPOSED TO VIEW PIPE PENETRATION FOR EXPOSED AREA PIPE PENETRATION INTERIOR WALL FOR EXPOSED AREAS CUT SMOOTH HOLE INTERIOR WALL PIPE SLEEVES NOT TO SCALE CHROME PIPE PACK TIGHT W/FIRE SAFING �� � � COLLAR /,� �— SCHEDULE 40 PIPE SLEEVE CONTRACTOR TO COORDINATE ELEVATION OF METAL SLEEVES WITH STRUCTURAL PRIOR TO SETTING IN PLACE 1" THICK 3M—FIRE STOP OR EQUAL U.S. GYPSUM THERMA—FIBER FIREWALL PENETRATION DETAIL NOT TO SCALE PIPING PROVIDE 1" MINIMUM CLEARANCE AROUND ALL PIPES (TYPICAL) 1" MINIMUM SLEEVE y id0 0{OOdpde{♦dPdV00{ODOPbO �d�00 6YFD €MTIAZOODI i A. NAtkClvN iesueeoa oaebodaeo p13, 11 papaw ed 16- � w ^ C O 110 .r C In '� «� A M M a W to n ce cz fY - a �s 2 4 � RJ V' c 4 z X Z 0 0 �t"joQ F-o� ZW w =G C.7 U. W J ..J 0 U I � O N O Wo Q � N � N O N W m Z � co Z F_ O GRE REF: m FLOOR PLAN 1 ST FLOOR) - UNDERFLOOR PLUMBING 4DSCALE: 1 /8" = 1'-0" am O ^_ e.B. beyoOB 8 �( ► eo � yy �►Bo►oeoeo►ep►►o►evoo►ooeeBoe°a v✓o n� P SYFC9 E TIA Ut�UIN A. NADEEM 0papa �bbepme�ojoap`o�enone,n ►opowouboo WNu pn�,( 7 ►p U 2563' � �p X H Z Z O O 0 ~ F— � Q H O Z W CLOO W V - U. W ...I J O u z O W OG t- � O N O O Q Vm! ::Jj tZ O N S3 O 0 m 3 Q 0 m V z O CL CO ' \�-'/ CQ) \,,�l ENLARGED PLAN —0 — _—�247AFF— t Ly- -1 At 4.1 CO 7 2"FD-K S1 Y_&K DINING ROOM OFFICE OFFICE OFFICE FIRE MUS um LOBB�' C6")Z VIEIGIJJT ROOM 8. lu 07—/ IL1- 1 /4"CW, 1 "CW 3/4"CW 19 CORRIDOR Fe- Ne ELECTRICAL/ COMM. REPORT DAY ROIM 1 9 AGE COMMUNITY ROOM 10, PORCH SHALL BE FIRE SPRINKLER i CW, i wHW, -4- PROTECTED. FIRE LINES SHALL BE PROPERLY 3/4'HWR A/C CORRIDOR STAIRS HEAT TRACED FOR FREEZE PROTECTION. F 1 ` r 11 STAIRS 3-FEr( ILL MC AIR LOCK FIRE Is 14. SHOCK ABSORBER 4"AFF 015- _T­ C15) ID (1 D7-- FE;J1 n17� ID 6 ID AP RATVS BAY 13 C18) ID ID HOCK ABSORBER +24"AFF cig 19 200 20 AFF ' | > | || | | ______________________ | ' i | �C)(D rE -~�--1-1/4"TID � '.| TD WATER RISERS UP TO-kUN PIPING TO BE CONCEALED ,HOP /_1TORAGE 4VTR --\ REF. P2.2 3 4"HB ALL FIRE SUPPRESSION TO 19-1 SC 6" FIRE I LINE FROM BELOW GRADE. _EELN GRADE. PROVIDE REDUCED PRESSURE ZONE BACKFILOW PREVENTIJR BOXES. +24"AFF 6" FIRE LINE FROM BELOW BACKFLOW ASSEMBLY.4 ' T1 dD, GENERAL WOTE[.. 1' ALL HORIZONTAL PIPING IN APPAJARU3 BAY SHALL BE PROVIDED WITH HEAT -TRACE FREEZE PROTECTION. 2. PROVIDE INSULATION ON VERTICAL DROPS IN TRUCK BAY. 3. REFER TO PLUMBING RISER DIAGRAMS FOR ADDITION SIZES AND PIPE ROUTING. 4. CONTRACTOR TO ROUTE GAS REGULATOR VENTS FULL PORT TO EXTERIOR. KEY NOTES: �� �/�' 3/4' GAS. CONNECT TO MECHANICAL EQUIPMENT WITH VALVE, UNION AND DIRT LEG. {AS REGULATOR �2 P3| T0 7-NO� ` ' '/^ 1" MP {AS -UP /2 PSI). 34' CAS-DN. CONNECT TO MECHANICAL EQUIPMENT WITH VALVE, ^~ UNION AND DIRT LEG' SOLENOID VALVE ' 1" GAS-DN. �/4" CAS. CONNECT TO BBQ GRILL WITH \N1VE. UNION AND DIRT LEG. 3/4" {AS' CONNECT TO RANGE WITH \8\U0� UNION AND DIRT LEG. ° 1-1/4GAS-DN AND TH�U WALL ABOVE GRADE \��' / . . G/0 METER /1.455 CFH <0 2 PSI) BY UTILITY COMPANY GAS MAIN BY UTILITY COMFANY . �n\ 4" SANITARY WASTE. RE: 1/P3.1 FOR CONTINUATION. " J SANITARY WASTE UP ' (14> 3^ SANITARY WASTE DOWN. 2" SANITARY VENT. \/o/ 4" SANITARY VENT. 3/4"CVV. DN. IN WALL TO SERVE KITCHEN FIXTURES' 3/4" QN & HYY FROM BELOW & UP IN CABINET TO SERVE |SUUHO RXTURE(S). �1R> 2" SANITARY WASTE 8x VENT FOR ISLAND SINK. 3/4" MVV, ON 8x 2-V. A/C &: DOWN IN WALL TO SINK. " WASHING MACHINE CONNECTION 8D% J WASTE, HVV &o CW / ` -/ ' �/4" ' l 1 8c DN. IN WALL TO SERVE RESTROOM FIXFIXTURES.TUR� REFER TO RISER DIAGARM FOR ADDITIONAL DESIGN. 00 en cn 0 0 LL 0 � � mn vs �� _ _ I C D i I I I I 0'88-- O-- I I- (2DO 2l — — 'I DC CD) E Q) OG D�l I I I I I I I i I OJ L el, rODN rO C' 71 n(1M ni AKl /nKIr"\ f-1 nnM\ MI I IAAMIKIr, SCALE: 1/8" = 1'-O" GENERAL NOTES: 1. ALL HORIZONTAL PIPING IN APPATARUS BAY SHALL BE PROVIDED WITH HEAT -TRACE FREEZE PROTECTION. 2. PROVIDE INSULATION ON VERTICAL DROPS IN TRUCK BAY. 3. REFER TO PLUMBING RISER DIAGRAMS FOR ADDITION SIZES AND PIPE ROUTING. KEY NOTES: O1 1-1 /4" CW & 3/4" HW FROM BELOW FLOOR UP IN WALL TO SERVE RESTROOM FIXTURES. REFER TO RISER DIAGARM FOR ADDITIONAL DESIGN. O2 1-1/2" CW, 1-1/2" HW & 3/4" HWR UP. O3 1-1/2" CW, 1-1/2" HW & 3/4" HWR ON. ® 2" SANITARY VENT. O5 3" SANITARY UP TO FLOOR DRAIN. © 3/4" HW & CW FROM BELOW FLOOR UP ON WALL TO FIXTURE. 7O 1" MP GAS -UP (2 PSI). Og 1" MP GAS-DN (2 PSI). O9 3/4"CW-DN. F'p, .......... 1p eY Oda pUDU •�4 rooAoeoeepone♦opeooA►oeoebo00 SYFD I14TIAZODDIN A. NADAE an Non � OUApADOA1Ayyp9U0 n900. a;4h, CU w � � M LU h C ng On� V � ro o 0 z U a) X H Z Z O 0 F- � Q 0 W ce LLJ V -- U. W . j J O U is V_ N O O g� 0 m ❑ ao V V Z O n. OL � � / 109 020-// T c E G 1-1 1 1 K L M) N �l X LD) I | | | | | | | { | OF OG OH L NA (�l ui D< � ) KEY NOT[C.. \_///�\ 3/4^ GAS CONNECT TO MECHANICAL EQUIPMENT WITH YAU/[ UNION AND DIRT LEG. /«\ SAS REGULATOR (2 PSI TO 7"N.C.). 1" MP GAS /2 PSI) DOWN. ` / . (4) %" SANITARY VENT. ^ 4 SANITARY VENT. /G\ 1" HW /k QW. 3/4" HWR A/C 8t DOWN IN WALL TO 2ND FLR A/C. -- REF. P2.2 /�\ " 1 GAS. CONNECT T0 MECHANICAL EQUIPMENT ��H VALVE, UNION AND DIRT LEG. \//' ' ' mam cu cz 0 0 ce 2UJ U. 0 z �� Z ca x� �/-Nn n/ ^^/ / -7nr-N r/ �/-,\n\ n/ //k^n/^/-\ 1 "CW, 3/4"HW, 1-1/2" CW, 1-1 /2" 3/4"HWR A/C HW & 3/4" HWR A/C �-- - - —r-1— - - CONT'D ON P2.1�— __ - -_ - -- 3/4" TO 3 4"NFHB G 6 i - - - - C CONT'D ON P2.1 3/4"H&CW i'li, I CONT'D ON P2.1 3"V, 1 "CW, 1 "HW, 3/4"HWR A/C TO 3 4"NFHB �-- 3/4" AQn\/F rF-II INIr` �:-NII nQr--"F-n D1 L\NI (1 CT F-I ( np) _ DI I IKAPINIr^ SCALE: 1 /4" = 1 '-O" CONT'D ON P2.1 '-1-1 /4"CW, 3/4-HW, 3/4-HWR, 2"V. A/C KEY NOTES: O 1-1/4" CW & 3/4" HW UP IN WALL TO SERVE RESTROOM FIXTURES. REFER TO RISER DIAGARM FOR ADDITIONAL DESIGN. 0 2 SANITARY UP TO LAVITORY(S). O 2" SANITARY UP TO FLOOR DRAIN. ® 2" SANITARY UP TO SHOWER DRAIN. O 3" SANITARY UP TO WATER CLOSET(S). O 2" SANITARY UP TO URINAL(S). O 1-1/2" CW, 1-1/2" HW & 3/4" HWR UP. O 3/4" HW & CW UP IN WALL TO FIXTURE. 0 2" SANITARY UP TO FIXTURE. 10 2" SANITARY VENT. 11 3/4" HW, CW & 2'V. A/C & DOWN IN WALL TO SINK. 12 2" SANITARY UP TO 3RD FLOOR. 13 1-1 /4" CW & 3/4" HW DN. IN WALL TO SERVE FIXTURES. REFER TO RISER DIAGARM FOR ADDITIONAL DESIGN. 14 PROVIDE WATTS MODEL 909 BACKFLOW PREVENTER. �av•oso6opan••ooeuoo•v9eoboe°anoa SYED IMTIA2UI DIN A. NADE€ N .• ae•e 9•L09aD9a•aP990 p49 ap 102583 - - - - C CONT'D ON P2.1 3/4"H&CW i'li, I CONT'D ON P2.1 3"V, 1 "CW, 1 "HW, 3/4"HWR A/C TO 3 4"NFHB �-- 3/4" AQn\/F rF-II INIr` �:-NII nQr--"F-n D1 L\NI (1 CT F-I ( np) _ DI I IKAPINIr^ SCALE: 1 /4" = 1 '-O" CONT'D ON P2.1 '-1-1 /4"CW, 3/4-HW, 3/4-HWR, 2"V. A/C KEY NOTES: O 1-1/4" CW & 3/4" HW UP IN WALL TO SERVE RESTROOM FIXTURES. REFER TO RISER DIAGARM FOR ADDITIONAL DESIGN. 0 2 SANITARY UP TO LAVITORY(S). O 2" SANITARY UP TO FLOOR DRAIN. ® 2" SANITARY UP TO SHOWER DRAIN. O 3" SANITARY UP TO WATER CLOSET(S). O 2" SANITARY UP TO URINAL(S). O 1-1/2" CW, 1-1/2" HW & 3/4" HWR UP. O 3/4" HW & CW UP IN WALL TO FIXTURE. 0 2" SANITARY UP TO FIXTURE. 10 2" SANITARY VENT. 11 3/4" HW, CW & 2'V. A/C & DOWN IN WALL TO SINK. 12 2" SANITARY UP TO 3RD FLOOR. 13 1-1 /4" CW & 3/4" HW DN. IN WALL TO SERVE FIXTURES. REFER TO RISER DIAGARM FOR ADDITIONAL DESIGN. 14 PROVIDE WATTS MODEL 909 BACKFLOW PREVENTER. �av•oso6opan••ooeuoo•v9eoboe°anoa SYED IMTIA2UI DIN A. NADE€ N .• ae•e 9•L09aD9a•aP990 p49 ap 102583 � o O q C M M H �+ •V OCN � y J lJ y I � CieCF d' 7 00 O .a z >. U N O X Z Z 0 0 Q I-- 0 � Z W ce W V U. W J J 0 V cn z 0 cn � o N O O tm tZ/� N O 0 Z a 0 W u Z 0 r Y ,�TO 4"VTR 21 I .01 2» L21 y / 2" ` ` 2 / ' „ I i 2„FD'G, .111 UR » I " I i 2n Wc0 '� I ' � UR 1 Y�fWCO f Iy / „� 2»1 3" 3" I N. � I 2 2" 2" nl r / WMC 2 1 12„ 2»FD'G' I WC " 2„ 2„FD,G= / i 2„I 2 ( ( 1 S5 2"SD 1 ( 3' ` 3 / /' I I ( 2„ L2 I 12" 2" - 3 „ „ I 2° 2 2» 1 2"SD WC N. �(3 < 2 I ( 1 2Np 12» FlppR I 2 pR 2" i \ i 2uR wco 2" 3" F�� 2== 1 I 3� 2i �( I S5 2�� 3„ 2"FD'G' .I ` „ 2» /I 1 2"I 2" 2"FD'G' 1 3„ 3 2"FD,G' UP TO 4"VTR 2 SD "-. /2"FDIGI 1 I I I wCo Zip F�� 31' 2' 2"FD'G' 3n 3 ( (` � ( 2 2" 2" ' I (� WC` 2„ �) / 1 2"I 2==FD=G= 2"SDI I 3„ � 3' 2"FDG' / I 2' 1 L2in 1 3 2"/ „ I L2 » 2SD WC 2, 2R"`S' 2 FD'G' I U 2»I oR 2" Y 1 c 'U_R wco Z �O F�0 3 2 2"FD,G, ( i 1 2 2„ I 2»FD'G' I WC ISO I 2" 2 2»SD 3 , Wc0 OAR 2» 2ND FLO�011�WA�ST�EllISER ��� 3" 2" 2"FD'G' 2 SCALE: NTS TD \ UP TO 4NTR 1 �1I J / / I 1 •� 2" 4" `%> I r I II 3"FD'G' 1 3" 13" I \30 3"FD'G' 2-WAY YCO eSA YCO GREASE INTERCEPTOR / � RE: P1.2 FOR DETAIL v// 2"�\\ UP TO 3'VTR �' le loe i 1 2 I i `2" „ 4 + ( 2„ i I » 2"FD'K' "FD'K' S1V2- 2 2» WCO 1 2"FD'K' " . \ J J 2„ 2 J 2" S1 2„ 4» / / / 2' 2"Fp'K' , / / / / Wco /' r.000 UP TO 4"VTR n / /\ 2N / /' / 2"FD' , (2, p F`0o ' `� » 2" 2" 12" `1 // /' / 2 IN. 2-WAY YCO 2 FD G I " .00 / 2"FD'K' IN 12 / / 12" 4" 2" 3" / 2 ' ` r / 1 r " 12» I � 2» /' 1 12 r„ \ We I/12\ »� 2" / / i \ 3"FD'G' 3" 3 WC �2" DR 12" 2 / i " 2 1 2 Wc0'2"3.:,/2 WCO 4 2' �, `v' i 2" 2 � " I L1 `� 1 " 2 \ 4 3" UP TO FD ON 3RD FLR , 2 DS 112 `� I /' WMC 1 „ / 3„ 2„ 2 3„Fp,G, \ 2 D FOR / / / WC 2„ 2„FD,G, I / / 12" 2 (J 3" / / 2"FD'G' 3"/' I„ / 2 3» 1 ` � / /2n 2" / I SS S5 IN. UP TO 4' R ' 2„ 3 N. N. I I 2 FD G I ,/ 2 � � I /2„ , 12" / DpR 3„ . 3" 3 FD G ` ) » 3"--,..3 " i 4" �> 3" 4„ ` 1 2 3" I r 2" EWc 1 wco , 3» 2 1 2 1 » 1 WMC 2 I " 1 I 2" 4 Wco / 00, / / / / 3RD FLOOR WASTE RISER SCALE: NTS UP TO 3"VTR ' 2„ 2n I I II II II I� 2„ 2"` /// / 2 / 0-1 � N � OSI SAND/OIL INTERCEPTOR YCO 4 RE: P1.2 FOR DETAIL 4" i Wco 2"FD'G' O Ni. G� BO.a.OBOpO..10P.V0........00.00 SYFD 114TIfl, UDDIN A. MADEt;M �os.po.mB .mm.a.vo B•o.0 ue Bao.° a cu M LU kn q H c 0 c Q ca v v O 00 d- 0 , z .o X Z Z 0 0 Q Q F- o tnn Z W C Loo W V U. J J 0 V (A 0 V- +� O N O LA O Q t� iZ/f N O m Z m Z V u 0 a �R / 314 r Hop f ITV FD Ag Fp �R DER F p � SR � „R 314n/, Hpp Y D �R PR MER ,,Hop 2;RDR P I4v F CIF �v \ WG PR MER SH o/ T 2 3 1 �p FD pe" a PfloER �,r 8 �C 3/ ZrrNpR 311 SS � up ne° / 4 5 6 WATER RISERS — PLUMBING SCALE: NTS ern ° poppoo°oponon ope000►oonoaoe'anan SYFD IMTIAZUi DIN A. Nr1MR-N .ns aeoo°noo°appopa,00a pogo uenoo pr 102503 i - w o M wag: �y x 4 �1�yw Q1 � O _, 00 M O M O t� z U yQJ W R Z Z O O F- � I 4 V) `A Z W ce LJJ U U. W J J 0 U V o N O 3 LK O CL Q tm N 0 a= N 8� O W m z m V Z U uj V o°G. GAS EQUIPMENT SCHEDULE DESCRIPTION PRESSURE CFH NO. CFH TOT.) A.C. UNITS 7—IN. W.C. 44 3 132 A.C. UNITS 7—IN. W.C. 45 1 45 A.C. UNITS 7—IN. W.C. 68 4 272 A.C. UNITS 7—IN. W.C. 88 3 264 A.C. UNITS 7—IN. W.C. 110 1 110 UNIT HEATERS 7—IN. W.C. 45 4 180 UNIT HEATERS 7-IN. W.C. 30 1 30 WATER HEATER 7—IN, W.C. 199 2 398 RANGE 7—IN. W.C. 132 1 132 BBQ 7—IN. W.C. 91 1 91 TOTAL 2 PSI 1654 L (EQ.) = 250' �p..p0.0...........1o0.O.O.b.obn 0ry� �.. UO iilaf. ��01PI 'l soomup.papap.mpsnpnpooeopu.p�y gg G.pp.• _°.yh4a� o w cu 2 c o y a�. c�7 M •.1+ � C C 06 `G H p � M Q^ icy M R i zo LXr ■ Z Z 0 0 O ZW wce V U. W J J 0 U tn Z 0 � o N O Lr O cZ N m m Z W Z u V Q a 9 `V 0 0 a t - MECHANICAL EQUIPMENT CONNECTION SCHEDULE DESCRIPTION CIRCUIT CONDUCTORS STARTER/ DISCONNECT NOTES GF-1 M-1 2#12, 1#12G., 3/4"C. 3OA/15AF/2P GF-2 M-3 2#12, 1#12G., 3/4"C. 30A/15AF/2P GF-3 M-5 2#12, 1#12G., 3/4"C, 3OA/15AF/2P GF-4 M-7 2#12, 1#12G., 3/4"C. 3OA/15AF/2P GF-5 M-9 2#12, 1#12G., 3/4"C. 3OA/15AF/2P GF-6 M-11 2#12, 1#12G., 3/4"C. 30A/15AF/2P. GF-7 M-13 2#12, 1#12G., 3/4"C. 3OA/15AF/2P GF-8 M-15 2#12, 1#12G., 3/4"C, 30A/15AF/2P GF-9 M-17 2#12, 1#12G., 3/4"C, 30A/15AF/2P OF-10 M-19 2#12, 1#12G., 3/4"C. 30A/15AF/2P GF-11 M-21 2#12, 1#12G., 3/4"C. 3OA/15AF/2P CU-1 M-2,4,6 3#8, 1#1OG., 3/4"C. 60A/3P/3R CU-2 M-8,10 2#10, 1#1OG., 3/4"C. 3OA/2P/3R CU-3 M-12,14 2#10, 1#1OG., 3/4"C. 30A/2P/3R CU-4 M-16,18 2#12, 1#12G., 3/4"C. 30A/2P/3R CU-5 M-20,22 2#10, 1#1OG., 3/4"C, 3OA/2P/3R CU-6 M-24,26,28 3#10, 1#1OG., 3/4"C. 30A/3P/3R CU-7 M-30,32,34 3#10, 1#1OG., 3/4"C. 30A/3P/3R CU-8 M-36,38 2#10, 1 #1OG., 3/4"C. 30A/2P/3R CU-9 M-40,42 2#10, 1#1OG., 3/4"C. 30A/2P/3R CU-10 M-25,27,29 3#8, 1#1OG., 3/4"C. 6OA/3P/3R CU-11 M-31,33,35 3#10, 1#10G., 3/4"C. 3OA/3P/3R GH-1 M-47 2#12, 1#12G., 3/4"C. 3OA/15AF/2P GH-2 M-49 2#12, 1#12G., 3/4"C. 3OA/15AF/2P GH-3 M-51 2#12, 1#12G., 3/4"C. 30A/15AF/2P GH-4 M-53 2#12, 1#12G., 3/4"C. 30A/15AF/2P GH-5 M-55 2#12, 1#12G., 3/4"C. 30A/15AF/2P AH—TEL M-43,45 2#12, 1#12G., 3/4"C. 3OA/2P CU—TEL M-44,46 2#10, 1 #1 OG., 3/4"C. 3OA/2P/3R EF-1 M-57 2# 12, 1 # 12G., 3/4"C. MOTOR RATED SWITCH EF-2 M-59 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-3 M-61 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-4 M-63 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-5 M-65 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-6 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-7 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-8 LTG. CCT. 2#12, 1#12G., 3/4"C, MOTOR RATED SWITCH EF-9 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-10 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-11 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-12 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-13 LTG. CCT. 2# 12, 1 # 12G., 3/4"C. MOTOR RATED SWITCH EF-14 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-15 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-16 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-17 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-18 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-19 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-20 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-21 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-22 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-23 LTG. CCT. 2#12, 1#12G., 3/4"C. MOTOR RATED SWITCH EF-24 LTG. CCT. 2#12, 1 #12G., 3/4"C. MOTOR RATED SWITCH KEF-1 M-48 2#12, 1#12G., 3/4"C. 3O/2P/3R KEF-2 M-50 2#12, 1#12G., 3/4"C, 3O/2P/3R KSF-1 M-52 2#12, 1#12G., 3/4"C. 3O/2P/3R WH-1 M-54 2#12, 1#12G., 3/4"C. 30/2P DESCRIPTION LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION AG 2 X 4, 2-LAMP RECESSED FLUORESCENT. - 87 WATTS LITHONIA LIGHTING 2SP8-G-2-32-FW-Al2-MVOLT-GEBI0PS-A-0268 AGE SAME AS TYPE 'AG' EXCEPT WITH EMERGENCY BATTERY BACKUP.- 87 WATTS LITHONIA LIGHTING 2SP8-G-2-32-FW-Al2-MVOLT-GEB1OPS-EL6-A-0268 AT 2 X 4, 2-LAMP RECESSED FLUORESCENT. - 87 WATTS LITHONIA LIGHTING 2SP8-G-F-32-FW-Al2-MVOLT-GEB10PS-A-0268 B 8" ARCHITECTURAL RECESSED DECORATIVE CAN - LOCATED IN DAYROOM ONLY GOTHAM LIGHTING: PDGF - 1/26TRT-8AR-LD-WHT-MVOLT-DS-WLP-A-0268 CS ARCHITECTURAL PENDANT - SMALL WITH MODIFIED LAMP LOUIS POULSEN: PH3/2-P-MOD-1/42WCFL 12OV WHITE OPAL GLASS CL ARCHITECTURAL PENDANT - LARGE WITH MODIFIED LAMP (UV PROTECTED) LOUIS POULSEN: PH6-MAX-MOD-VMP-2OOW/C/V/UVS/PS/737 D EXIT SIGN LIGHT LITHONIA LIGHTING EDG-1-G-EL-A-0268 D1 EXIT SIGN LIGHT LITHONIA LIGHTING EDG-1-GMR-EL-A-0268 DLR EXTERIOR EMERGENCY LIGHT WEATHER PROOF AND COLD WEATHER BALLAST, CUSTOM COLOR. BEGA 2483P-(1)26W CFL-EMPK-URO(FINISH)-A-0268 2 X 4, 3-LAMP RECESSED INDIRECT FLUORESCENT, WITH 3-32W LAMPS AND ELECTRONIC BALLAST. PROVIDE 2-BALLAST E FOR DUAL SWITCHING TO SWITCH THE INNER LAMP SEPARATE FROM THE OUTER LAMP. - 87 WATTS. LITHONIA LIGHTING 2AVG-3-32-SBL-MVOLT-GEB1OPS-A-0268 EE SAME AS FIXTURE TYPE 'E' EXCEPT WITH EMERGENCY BATTERY BACK-UP TO OPERATE ONE LAMP FOR 90 MINUTES. LITHONIA LIGHTING 2AVG-3-32-SBL-MVOLT-GEB1OPS-EL14-A-0268 F WALL MOUNTED HORIZONTAL FLUORESCENT W/ (2) 21W T5 LAMPS. LITHONIA LIGHTING: 118O3REf5-BN-A-0268 rGE 4' LINEAR STRIP, SINGLE 32W T8 LAMP LITHONIA LIGHTING: S-1-32-MVOLT-GE8101S WALL MOUNTED BRACKET FIXTURE. LITHONIA LIGHTING: WP-2-32-MVOLT-GEB1OIS SAME AS FIXTURE TYPE 'F2' EXCEPT WITH EMERGENCY BATTERY BALLAST LITHONIA LIGHTING: WP-2-32-MVOLT-GEB10IS-EL 1 x2 2-LAMP RECESSED INDIRECT FLUORESCENT. LITHONIA LIGHTING: AVG-2-17-SBL-MVOLT-GEB1OPS-LP835-A-0268 1x2 2-LAMP RECESSED INDIRECT FLUORESCENT WITH BATTERY BACKUP. LITHONIA LIGHTING: AVG-2-17-SBL-MVOLT-GEB1OPS-EL-LP835-A-0268 8' STRIP, 2-LAMP SURFACE MOUNTED FLUORESCENT W/ REFLECTORS, 10% UPLIGHT, TO BE FOR APPARATUS BAY ONLY. LITHONIA LIGHTING TAFP1O-2-54T5HO-MVOLT-ACEP-TILW-GE8IOPS 234W-A-0268 8' STRIP, 2-LAMP SURFACE MOUNTED FLUORESCENT W/ REFLECTORS, 10% UPLIGHT AND BATTERY BACK-UP, TO BE FOR HE APPARATUS BAY ONLY. LITHONIA LIGHTING TAFP1O-2-2T5HO-MVOLT-ACEP-TILW-EL14-A-0268 234W, J RECESSED CAN WITH OPEN REFLECTOR GOTHAM LIGHTING AFV-1/32TRT-8AR-LD-MVOLT JE RECESSED CAN WITH OPEN REFLECTOR AND EMERGENCY BACK-UP BATTERY GOTHAM LIGHTING AFV-1/32TRT-8AR-LD-MVOLT-ELR JI RECESSED LED CAN FOR BUNKER ROOM ONLY, LITHONIA LIGHTING DOME LED-9OOL-120-DO6-TRW-A-0268 JK RECESSED CAN WITH LENS GOTHAM LIGHTING AFV-1-42TRT-8AR-MVOLT-TRW-WLP-A-0268 JKE RECESSED CAN WITH LENS AND BATTERY PACK GOTHAM LIGHTING AFV-1-42TRT-8AR-MVOLT-TRW-WLP-A-0268-ELRHL-A-0268 JP RECESSED CAN WITH PRISMATIC LENS, WET LOCATION LITHONIA LIGHTING: LGFLP-1/18TRT-6RW-T73-MVOLT-WLP KR RECESSED LIGHT W/ RED LAMP, LITHONIA LIGHTING LC6-AT-602-A-0268, INSTALL 60 WATT RED A-19 INCANDESCENT LAMP IN EACH L 4' 2-LAMP RECESSED FLUORESCENT. MARK LIGHTING - RDG-4-8-2-T5HO-EDHL-120 LE SAME AS TYPE 'L' EXCEPT WITH EMERGENCY BATTERY BACKUP. MARK LIGHTING - RDG-4-8-2-T5HO-EDHL-120-EMPK 44" INTERIOR CEILING FAN FOR SLEEPING ROOMS, WITH 12 DEGREE PITCH AND 3.5 INCH DOWNROD, AND 3-SPEED M1 CONTROL. MONTE CARLO 44" 5DS44BS DESIGNER SUPREME II - BRUSHED STEEL FINISH, HIGH, MED, LOW SPEEDS. 52" INTERIOR CEILING FAN FOR DAY ROOMS & FITNESS ROOM, WITH 12 DEGREE PITCH AND 3.5 INCH DOWNROD, AND M2 3-SPEED CONTROL MONTE CARLO 52" 5WF52GA - GALVANIZED FINISH, HIGH, MED, LOW SPEEDS. 60" INTERIOR CEILING FAN FOR WEIGHT ROOM W/ 3-SPEED CONTROL M3 EMERSON LOFT CF765BS - BRUSHED STEEL FINISH, BLADES WITH SW46 CONTROL P VAPOR TIGHT ELEVATOR PIT LIGHT, 42 WATT COMPACT FLUORESCENT LITHONIA LIGHTING VW42L QA WET LOCATION STEP LIGHT HYDREL LIGHTING: 4456-A-26TRT-MVOLT-LLV-ELN-LPI-DNA QB FACADE LIGHTS HYDREL LIGHTING: 4630-P3O7OCM-MVOLT-SP-KM-SPCB-IHL-FGS-SF-GEB-LPI-DDB QC LIGHTED BOLLARDS LITHONIA LIGHTING: KBA8-1OOM-R5-LV-120-SF-DNA-LPI QD POLE MOUNTED LIGHTING (SINGLE HEAD ON SINGEL POLE) LITHONIA LIGHTING: AS2-25OM-SR3-TB-SCWA-RPA-SF-HS-LPI QG STATUE LIGHTING HYDRELL LIGHTING: M972O-B-35CMT6-120-NFL-FLCAS-PRR-PC2112-SF-GEB QH FIBRE OPTIC LIGHTING FOR WATERFALL FIBERSTARS: FIBER OPTIC LIGHT BARS WITH ILLUMINATOR QL DECORATIVE EXTERIOR WALL MOUNT LOUIS POULSEN: SAW-MAX-2/26W/CF-12OV-NAT PAINT ALU-A-0268 QM CUSTOM INTERIOR MEDALLION, 36" DIAMETER, HAMMERED BLACK COATING AND MICA ACRYLIC LENS, TWO HILLS STUDIO: CUSTOM INTERIOR MEDALLION QN CUSTOM LIGHTED MEDALLION, 40" DIAMETER, HAMMERED BLACK COATING AND MICA ACRYLIC LENS. WET LOCATION RATED. TWO HILLS STUDIO: CUSTOM LIGHTED MEDALLION DECORATIVE EXTERIOR WALL MOUNT QS LOUIS POULSEN: SAW-MAX-2/26W/CF-12OV-BR ST STEEL-A-0268 QT (TREE LIGHTS. HYDREL LIGHTING: 4524-A-M5O-12-NFL-CLC-SPCB-IHL-GS-LP-DDB QW BUILDING MOUNTED WORK LIGHT LITHONIA LIGHTING: WFL2-15OM-FT-120-SCWA-DNA NOTE: FIXTURE SHALL BE INSTALLD, AIMED DOWN RA 2-LAMP WALL MOUNTED 96" FLUORESCENT ARCHITECTURAL UPLIGHT, 1-T5/HO LAMP PEERLESS LIGHTING: CRW7-2-32-SPR-8'-R8-120-GEB1O-SC-LP835-C21O-DU-A-0268 S2 2' UNDER CABINET LIGHT - 18 WATTS LITHONIA LIGHTING UC-24-A-0268 S3 3' UNDER CABINET LIGHT - 23 WATTS LITHONIA LIGHTING UC-33-A-0268 S4 4' UNDER CABINET - LIGHT - 28 WATTS LITHONIA LIGHTING: UC-42E-A-0268 U STEP LIGHTS LITHONIA LIGHTING: SL1 F- 1 3DTT-A-0268 T RECESSED SHOWER LIGHT LITHONIA LIGHTING: L16-AT-6LD3-A-0268 POLE MOUNTED PARKING LIGHT V1 LAMP - LITHONIA LIGHTING: AS2 25OM SR 4 SC X SPA-SF-LPI EPA OF 1.2 POLE - LITHONIA LIGHTING: SSA 25 6G A 0268 EPA OF 5.4 Q 1OOMPH W FLAGPOLE LIGHT, INGRADE, KNUCKLE MOUNT HYDREL 4640-15OM-120-FL-KM-A-0268 YOKE MOUNTED Z UP/DOWN WALL WASHER, SILVER FINISH DUPLO LIGHTING: DWW-WUB-70-120 NOTE 1: FINAL FIXTURE SELECTION BY ARCHITECT ALL FINISHES SELECTED BY ARCHITECT. NOTE 2: ALL LAMPS SHALL HAVE SAME COLOR: 35O0K, 82 CRI UNLESS OTHERWISE NOTED. NOTE 3: FOR ALL FIXTURES DENOTED AS DUAL SWITCHED WITH INNER LAMP CONTROLLED SEPARATELY FROM OUTER LAMP(S), PROVIDE (2) BALLASTS NOTE 4: PROVIDE ALL NECESSARY HARDWARE AND ACCESSORIES REQUIRED TO MAINTAIN THE FIRE RATING AND/OR . FIREPROOF INTEGRITY OF CEILINGS, WALLS, SURFACES, ETC. TO/ON/IN WHICH FIXTURES ARE INSTALLED. OCCUPANCY SENSOR- SCHEDULE SYMBOL WATTSTOPPER UNOBSTRUCTED MOUNTING WATTAGE/ TIME NOTES MODEL NUMBER RATED COVERAGE VOLTAGE DELAY PASSIVE INFRARED PW-100 300 SF WALL 800W/120V 30 MIN. SWITCH I 1200W/277V NOTES: 1. SENSOR REQUIRES POWER PACK (INSTALL IN ACCESSIBLE LOCATION) 2. SWIVEL MOUNTING BRACKET INCLUDED. APPROVED ALTERNATES*: PASS & SEYMOUR, LEVITON * ALTERNATE MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INCLUDING SCALED FLOOR PLANS ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION HEIGHT $a SINGLE POLE SINGLE THROW TOGGLE SWITCH. LOWER CASE LETTER DENOTES WHAT ASSOCIATED FIXTURE OR LAMP IS CONTROLLED BY THIS SWITCH. (NOTE L-1) 48" $ 3 $ 4 THREE-WAY TOGGLE SWITCH/FOUR-WAY TOGGLE SWITCH (NOTE L-1) 48" $ F,3 THREE-WAY DIAL SWITCH FOR THREE SPEED FAN. HIGH, MED AND LOW. NO RHEOSTAT $ M MOTOR RATED SWITCH $ K /$ P KEYED SWITCH, PILOT LIGHT SWITCH RESPECTIVELY 48" $ T TIMER SWITCH 48" 0 DIMMER SWITCH (NOTE L-1) 48" a)3 THREE—WAY DIMMER SWITCH (NOTE L-1) 48" /ft DUPLEX / QUAD RECEPTACLE OUTLET (NOTE L-1) 18" Q E PUSH—BUTTON AND KEYPAD, RESPECTIVELY. L 7 GFI DUPLEX / GFI DUPLEX ABOVE COUNTER / GFI QUAD RECEPTACLE (NOTE L-1) 18"/43" B INDICATES RECEPTACLE 6" BELOW COUNTER c INDICATES RECEPTACLE 6" ABOVE COUNTER (R ISOLATED GROUND DUPLEX RECEPTACLE OUTLET 18" SPECIAL PURPOSE RECEPTACLE OUTLET, NEMA CONFIGURATION TO MATCH PLUG. (NOTE L-1) 18" SPLIT WIRED DUPLEX RECEPTACLE. ONE RECEPTACLE SHALL BE SWITCHED AS SHOWN ON PLANS (NOTE L-1) 18" ®/® DUPLEX RECEPTACLE OUTLET, CEILING MOUNTED/FLOOR MOUNTED 0 CORD REEL, OUTLET SUSPENDED FROM CEILING. 0/9/ J0 JUNCTION BOX, CEILING/WALL/FLOOR MOUNTED x-1,3,5 ARROWHEAD INDICATES HOMERUN. X-1,3,5 ADJACENT TO HOMERUN ARROWHEADS INDICATES HOMERUN TO PANEL X CIRCUIT NUMBERS 1,3, AND 5. RACEWAY/CABLE CONCEALED IN WALL AND/OR ABOVE CEILING RACEWAY CONCEALED BELOW GRADE OR IN -SLAB RACEWAY/CABLE CONCEALED IN WALL AND/OR ABOVE CEILING - EMERGENCY CIRCUIT RACEWAY INSTALLED EXPOSED �i--- GROUNDING CONNECTION (SYSTEM AND/OR EQUIPMENT) CONDUIT TURNING UP/DOWN CONDUIT STUB. TERMINATE IN INSULATED BUSHING OR CAP IF UNDERGROUND FLUORESCENT LIGHTING FIXTURE, 2X4, 1 X4, 2X2 FLUORESCENT LIGHTING FIXTURE, 2X4, 1 X4, 2X2 - PROVIDING EMERGENCY ILLUMINATION ©® 0 / Q LIGHTING FIXTURE - OVERHEAD/WALL MOUNTED / EMERGENCY LIGHTING FIXTURE - OVERHEAD/WALL MOUNTED I-e-II--�--I FLUORESCENT STRIP FIXTURE - OVERHEAD/WALLMOUNTED DIRECTIONAL OR WALL WASH LIGHTING FIXTURE ate—° e LIGHT TRACK AND LIGHT TRACK FIXTURES �-O POLE MOUNTED LIGHT FIXTURE WITH ARM. SEE PLANS FOR NUMBER OF LUMINAIRES. -+- POST TOP OR BOLLARD LIGHT FIXTURE CEILING/PENDANT MOUNTED PADDLE FAN 101 / f EXIT SIGN, CEILING/WALL MOUNTED. PROVIDE ARROWS AS INDICATED ON DRAWINGS 'We EMERGENCY LIGHTING FIXTURE PANELBOARD - WALL MOUNTED (RECESSED) PANELBOARD - WALL MOUNTED (SURFACE) MOTOR �60/3/3R NONFUSIBLE DISCONNECT SWITCH, RATING/POLES/NEMA ENCLOSURE �60/3/3R/40 FUSIBLE DISCONNECT SWITCH, RATING/POLES/NEMA ENCLOSURE/FUSE RATING ® SIZE 2/3R MAGNETIC MOTOR STARTER. NEMA SIZE RATING/ENCLOSURE (NEMA 1 IF NOT SHOWN) SIZE 2/3R COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT MEANS, NEMA SIZE RATING/ENCLOSURE (NEMA 1 IF NOT SHOWN) tJM POWER METER AND SOCKET © FIRE ALARM MANUAL STATION 48" Et 5 FIRE ALARM SPEAKER WITH VISUAL DEVICE (NOTE L-3), NUMERAL INDICATES CANDELA RATING 0.1 DECK MOUNTED FIRE ALARM SPEAKER WITH VISUAL DEVICE NUMERAL INDICATES CANDELA RATING Ell FIRE ALARM SPEAKER (NOTE L-3) 1075 FIRE ALARM VISUAL DEVICE (NOTE L-3), NUMERAL INDICATES CANDELA RATING @RINGER DOOR BELL RINGER Os SPEAKER QS MP MOISTURE PROOF SPEAKER Q/a SMOKE DETECTOR (CEILING/WALL MOUNTED 4" MIN. AND 12" MAX. FROM CEILING) Q THERMAL DETECTOR, CEILING MOUNTED OO CONNECTION TO FIRE PROTECTION SYSTEM FLOW SWITCH O CONNECTION TO FIRE PROTECTION SYSTEM TAMPER SWITCH El FIRE ALARM CONNECTION TO SMOKE/FIRE DOOR HOLD —OPEN DEVICE M)=- DUCT MOUNTED SMOKE DETECTOR ® REMOTE STATION FOR DUCT MOUNTED SMOKE DETECTOR ®/= FIRE ALARM CONTROL PANEL, SURFACE/RECESSED FIRE ALARM ANNUNCIATOR PANEL, RECESSED ® CARBON MONOXIDE DETECTOR FP7cl PHOTOCELL VC SPEAKER VOLUME CONTROL (DIAL TYPE) ® KEY PAD ® CARD READER V/'V`/ M TELEPHONE OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTES L-1, L-2)/FLOOR MOUNTED 18"/43" V/$/F'T—] COMBINATION TELEPHONE/DATA OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-1, L-2)/FLOOR 18"/43" V/$/ M DATA OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-1, L-2)/FLOOR MOUNTED 18"/43" ,v / Q / E TELEVISION OUTLET WALL MOUNTED (NOTE L-1)/CEILING MOUNTED/FLOOR MOUNTED LEGEND NOTES L-1 MOUNTING HEIGHTS NOTED ARE TO THE CENTER OF DEVICE ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE, L-2 STUB 3/4" CONDUIT 6" ABOVE ACCESSIBLE CEILING AND TERMINATE WITH NYLON GROMMET. L-3 FIRE ALARM VISUAL DEVICES SHALL BE WALL —MOUNTED 80" AFF OR 6" BELOW CEILING WHICHEVER IS LOWER, AUDIBLE ONLY DEVICES SHALL BE WALL —MOUNTED AT NOT LESS THAN 90" AFF AND NOT LESS `THAN 6" BELOW CEILING. ELECTRICAL GENERAL NOTES G1 ALL EMERGENCY CIRCUITS SERVING NIGHT/EMERGENCY LIGHTING SHALL BE MINIMUM #10 AWG CONDUCTORS FOR THE ENTIRE CIRCUIT FOR 120 VOLT CIRCUITS OVER 100 FEET. G2 WHEN CONDUCTOR OR CONDUIT SIZE IS INDICATED FOR BRANCH CIRCUIT HOMERUN, THE CONDUCTOR AND CONDUIT SIZE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT. G3 REFER TO THE APPROPRIATE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF THE DOCUMENTS WHICH REQUIRE ELECTRICAL SERVICE. G4 CAPITAL LETTER BESIDE LIGHTING SYMBOL INDICATES FIXTURE TYPE. REFER TO LIGHTING FIXTURE SCHEDULE FOR FIXTURE SELECTION. G5 EQUIPMENT GROUNDING CONDUCTORS ARE TO BE INCLUDED IN ALL RACEWAYS (WHERE APPLICABLE). G6 FIRE ALARM SYSTEM SHALL CONFORM TO NFPA 72 AND LOCAL REQUIREMENTS. G7 REFER TO SPRINKLER FIRE PROTECTION SHOP DRAWINGS FOR ALL FLOW AND TAMPER SWITCH LOCATIONS AND CONNECTIONS FOR THE FIRE ALARM SYSTEM. G8 PROVIDE PHOTOCELL, AND CONTROL RELAYS TO CONTROL EXTERIOR LIGHTING. LOCATE RELAYS/CONTACTORS ADJACENT TO HOUSE PANEL. G9 COORDINATE LOCATION OF TELEPHONE JUNCTION BOXES AND CAN SPUTTER BOXES WITH THE RESPECTIVE UTILITIES PRIOR TO BID/ROUGH-IN. G1O BOND BUILDING ELECTRODE SYSTEM TOGETHER FOR MULTIPLE SERVICES AS PER NEC ARTICLE 250-54. G11 CONTRACTOR SHALL NOT INSTALL ELECTRICAL OUTLET BOXES BACK-TO-BACK (IN SAME STUD SPACE) IN ONE HOUR RATED WALLS. MAINTAIN A MINIMUM OF 24" BETWEEN DEVICES. G12 METERING SHALL COMPLY WITH LOCAL UTILITY REQUIREMENTS. G13 ALL CONDUCTOR TO BE COPPER. G14 PANELBOARD BUSSING TO BE COPPER. G15 ALL ARC FAULT CURRENT INTERRUPTING (AFCI) DEVICES SHALL BE COMBINATION TYPE DEVICES PER NEC 210.12 (B). G16 ALL WIRE TERMINATIONS AND EQUIPMENT IS RATED FOR 75'C MINIMUM. G17 ALL BRANCH CIRCUITS ARE #12 AWG UNLESS NOTED OTHERWISE. PROVIDE #10 AWG FOR 25A AND 3OA BRANCH CIRCUITS U.N.O. PROVIDE #8 AWG FOR 4OA BRANCH CIRCUITS U.N.O. PROVIDE #6 AWG FOR 5OA BRANCH CIRCUITS U.N.O. COORDINATE ALL WIRING WITH LOCAL REQUIREMENTS AND/OR AHJ. G18 CONTRACTOR SHALL PROVIDE LIGHTING IN ATTIC SPACE AS REQUIRED IN NEC 210-70(a)(3). G19 CONTRACTOR SHALL FURNISH AND INSTALL RECEPTACLES FOR SERVICING MECHANICAL EQUIPMENT AS REQUIRED IN NEC ARTICLE 210-63. G2O ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO ALL DETECTION DEVICES FOR HVAC EQUIPMENT INCLUDING SMOKE DETECTORS, FIRE STATS, MOTORIZED DAMPERS, ETC. AS REQUIRED. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. G21 WHERE CIRCUIT BREAKERS OR FUSES ARE SERIES CONNECTED RATED, THE ENCLOSURE FOR THE OVERCURRENT DEVICES SHALL BE CLEARLY AND LEGIBLY MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS BEEN APPLIED WITH A SERIES COMBINATION RATING. THE MARKING SHALL BE READILY VISIBLE AND STATE THE FOLLOWING: "CAUTION - SERIES COMBINATION SYSTEM RATED -_ AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED". G22 ALL ELECTRICAL PENETRATIONS THROUGH FIRE -RATED ASSEMBLIES (WALLS, FLOORS, ROOFS, ETC.) SHALL BE ADEQUATELY FIRE -STOPPED USING UL LISTED MATERIALS AND METHODS. REFERENCE MECHANICAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR U.L. ASSEMBLIES. G23 PROVIDE 120 VOLT POWER FOR MOTORIZED FIRE AND/OR FIRE/SMOKE DAMPERS AS REQUIRED, PER THE MECHANICAL DRAWINGS. CONNECT MAXIMUM OF FOUR (4) FIRE AND/OR FIRE/SMOKE DAMPERS ON A GIVEN 120 VOLT, 20 AMP BRANCH CIRCUIT. PROVIDE LOCK -ON CIRCUIT BREAKER(S) IN CORRESPONDING PANELBOARD(S) AS REQUIRED. COORDINATE QUANTITY, LOCATION, AND OTHER REQUIREMENTS WITH MECHANICAL CONTRACTOR AND PROVIDE AS NECESSARY FOR A COMPLETE AND OPERATIONAL FIRE AND/OR FIRE/SMOKE DAMPER SYSTEM THROUGHOUT THE PROJECT. G24 PROVIDE AN EXTRA "HOT", UNSWITCHED CONDUCTOR IN EACH BRANCH CIRCUIT SERVING EXIT AND EMERGENCY/EGRESS LIGHTING SO THAT FIXTURES REMAIN ON/ACTIVE AT ALL TIMES. C25 FLUORESCENT LIGHTING SHALL BE EQUIPPED WITH INTERNAL MAINTENANCE DISCONNECTS PER NEC 41O.73(G). G26 FOR ALL DATA, VOICE, DATA/ VOICE & SECURITY BOXES. PROVIDE 3/4"C WITH PULLSTRING TO ACCESSIBLE CEILING SPACE. PROVIDE BUSHINGS FOR ALL LOW VOLTAGE CONDUIT. G27 ALL ELECTRICAL DEVICES INCLUDING CONDUIT, CONDUCTOR, SWITCHES, ETC. SHALL BE RECESS MOUNTED OR CONCEALED; EXCEPT FOR ROOM 120 (ELECTRICAL/COMMUNICATIONS). NO OTHER SURFACE MOUNTED DEVICES WILL BE ACCEPTED. NO EXPOSED CONDUIT, WIRING, ETC EXCEPT IN ELECTRICAL COMMUNICATIONS 12. G28 ALL EMERGENCY AND STAND-BY POWER SYSTEMS TO BE SELECTIVELY COORDINATED PER NEC 700.27 AND 701.18. ANY DEVICES, BREAKERS, DISCONNECTS, TRANSFORMERS AND FEEDERS SIZED SHALL HAVE A NAMEPLATE STATING: DEVICE SIZED FOR SELECTIVE COORDINATION. DO NOT REMOVE OR REVISE G29 REFER TO ARCHITECTURAL DOOR SCHEDULES FOR DOORS REQUIRING FIRE ALARM SYSTEM INTERFACE AND SMOKE OPERATION. G3O ALL RECEPTACLES ON UPS (PANEL "EM") SHALL BE RED WITH RED COVER PLATES. LABEL COVER "UPS". G31 ALL JUNCTION BOXES AND BRANCH CIRCUITS FED FROM UPS (PANEL "EM") SHALL BE LABELED IN PERMANENT INK AS "PANEL EM - UPS" AND INCLUDE THE CIRCUIT NUMBER. G32 PROVIDE AFCI BREAKERS PER 2008 NEC 210.12 AND TAMPER PROOF RECEPTACLES PER 2008 NEC 406.11. FOR THE SLEEPING ROOMS, KITCHENS, DAY ROOMS AND ALL OTHER LIVING AREAS. G33 LABEL ALL JUNCTION BOXES WITH THE PANEL AND CIRCUIT NUMBER AND THE LOAD TYPE (LTG, REC, ETC.) G34 THE CITY IS TO PROVIDE: DATA, PHONE CABLING, INCLUDING 2 FOR FIRE, 1 FOR SECURITY SYSTEM, 2 FOR STATION AND 1 SPARE LINE. CONTRACTOR TO PROVIDE CONDUIT FOR ALL LINES MENTIONED ABOVE. COORDINATE WITH THE CITY. G35 THE CONTRACTOR TO PROVIDE PULL STRING FOR ALL PHONE AND DATA CONDUITS, G36 THIS PROJECT IS UNDER THE 2008 NEC AND ALL LOCAL AMENDMENTS. ELECTRICAL ABBREVIATIONS FAFFI .....AMPERE MCB ......MAIN CIRCUIT BREAKER ......ALTERNATING CURRENT MCC ......MOTOR CONTROL CENTER .....ARC FAULT CIRCUIT INTERRUPTER MH ......MOUNTING HEIGHT .....ABOVE FINISHED FLOOR MLO ......MAIN LUGS ONLY AIC ......AMPERE INTERRUPTING CAPACITY MT ......MOUNT AL ......ALUMINUM MTG ......MOUNTING . ATS ......AUTOMATIC TRANSFER SWITCH NC ......NORMALLY CLOSED AWG ......AMERICAN WIRE GAUGE NEC ......NATIONAL ELECTRICAL CODE BKR ......BREAKER NF ......NON FUSED CB ......CIRCUIT BREAKER NFPA ......NATIONAL FIRE PROTECTION ASSOCIATION CCTV ......CLOSED CIRCUIT TELEVISION NIC ......NOT 1N CONTRACT CKT ......CIRCUIT NL ......NIGHT LIGHT CLG ......CEILING NO ......NORMALLY OPEN CPU ......CENTRAL PROCESSING UNIT NTS ......NOT TO SCALE CU ......COPPER P ......POLE CT ......CURRENT TRANSFORMER PNL ......PANELBOARD DC ......DIRECT CURRENT PVC ......POLY -VINYL CHLORIDE DN ......DOWN RC ......REMOTE CONTROL EX ......EXISTING RECPT ......RECEPTACLE E ......EMERGENCY REF ......REFERENCE FA ......FIRE ALARM RMS ......ROOT MEAN SQUARE FACP ......FIRE ALARM CONTROL PANEL ST ......SHUNT TRIP FDR ......FEEDER SYM ......SYMMETRICAL FL ......FLOOR SW ......SWITCH F ......FUSE OR FUSED SWBD ......SWITCHBOARD FVNR ......FULL VOLTAGE NON REVERSING TB ......TERMINAL BOX GEN ......GENERATOR TC ......TIME CLOCK GFCl/GFI...... GROUND FAULT CIRCUIT INTERRUPTER TEL ......TELEPHONE GRC ......GALVANIZED RIGID STEEL CONDUIT TV ......TELEVISION G OR GND ...... GROUND TYP ......TYPICAL HT ......HEIGHT UG ......UNDERGROUND HID ......HIGH INTENSITY DISCHARGE UL ......UNDERWRITER; LABORATORY HP ......HORSE POWER UNO .......UNLESS NOTED OTHERWISE HOA ......HAND -OFF -AUTOMATIC UPS ......UNINTERRUPTED POWER SUPPLY HZ ......HERTZ V ......VOLTS ISO ......ISOLATED VA ......VOLT-AMPERE JB ......JUNCTION BOX W ......WATTS K ......KILO, THOUSAND WP ......WEATHERPROOF COVER (RECEPTACLES SHALL KCMIL ......THOUSAND CIRCULAR MILS BE WEATHER -RESISTANT TYPE) LED ......LIGHT EMITTING DIODE XFMR ......TRANSFORMER M ......MOTOR XP ......EXPLOSION PROOF MATV ......MASTER ANTENNA TELEVISION Y ......WYE Z ......IMPEDANCE V) F_ V W ....................... .,,REX DRAKE ...,... 90630 ..... as Lu_— c M c a cts � O 00 m , iv 0 X Z Z O� O Q Q ' 0 W W V U. W E E O U r- 0 L 0 PA w 0 ' � N o L O � 0 O 0 cm 3 0 z u CL TRANSFORMER PAD SHALL BE PER THE UTILITY COMPANY REQUIREME� PRIMARY SERVICE. CONTRACTOR TO PROVIDE (2) 4" EMPTY CONDUITS WITH PULLSTRING TO UTILITY POINT OF SERVICE--- PANELBOARD SCHEDULE -'LB' MAIN: 225A MLO I VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: RECESSED AIC: 42K CKT # TRIP POLE DESCRIPTION LOAD (KVA) PHASE LOAD (KVA) DESCRIPTION TRIP POLE CKT # LTG REC MTR A/C HTGJ KIT MISC A B C LTG REC MTR A/C HTG KIT MISC 1 20/1 REC. - SLEEPING ROOM 1.0 0.7 REC. - KITCHEN 20/1 2 3 20/1 REC. - SLEEPING ROOM 1.0 4.0 RANGE 50/2 4 5 20/1 REC. - SLEEPING ROOM 1.0 4.0 - 6 7 20/1 REC. - SLEEPING ROOM 1.0 1.2 1 REC. - MICROWAVE 20/1 8 9 20/1 REC. - SLEEPING ROOM 1.0 1 IREC. - DISHWASHER 20/1 10 11 20/1 REC. - SLEEPING ROOM 1.0 1.0 REC. - DISPOSAL 20/1 12 13 20/1 REC. - SLEEPING ROOM 1.0 REC. - DISHWASHER 20/1 14 15 20/1 REC. - SLEEPING ROOM 1.0 0.7 REC. - KITCHEN 20/1 16 17 20/1 REC. - SLEEPING ROOM 1.0 REC. - ICE MAKER 20/1 18 19 20/1 REC. - SLEEPING ROOM 1.0 REC. - DISHWASHER 20/1 20 21 20/1 IREC. - SLEEPING ROOM 1.0 REC. - PANTRY 20/1 22 23 20/1 IREC. - SLEEPING ROOM 1.0 REC. - PANTRY 20/1 24 25 20/1 REC. - SLEEPING ROOM 1.0 REC. - PANTRY 20/1 26 27 20/1 REC. - SLEEPING ROOM 1.0 0.7 REC. - DINING 20/1 28 29 20/1 REC. - CORRIDOR 0.7 0.9 REC. - CORRIDOR 20/1 30 31 20/1 REC. - CORRIDOR 0.7 0.5 IREC. - DAY ROOM 20/1 32 33 20/1 REC. - BATHROOM 1.3 1 0.7 1 IREC. - DAY ROOM 20/1 34 35 30/2 DRYER 2.5 REC. - WEIGHT ROOM 20/1 36 37 2.5 REC. - WEIGHT ROOM 20/1 38 39 20/1 WASHER 1.0 REC. - WEIGHT ROOM 20/1 40 41 20/1 REC. - LAUNDRY 0.5 REC. - WEIGHT ROOM 20/1 42 SECTION 2 SECTION 2 43 20/1 REC. - STORAGE 0.7 0.9 1 1 1 REC. - B.C. OFFICE 20/1 44 45 20/1 REC. -LOUNGE 1.3 0.9 REC. - LT. OFFICE 20/1 46 47 20/1 REC. -LOUNGE 1.0 0.9 REC. - CPT. OFFICE 20/1 48 49 20/1 REC. - MECH. SPACE 0.9 0.9 REC. - EMS OFFICE 20/1 50 51 20/1 REC. - MECH. SPACE 0.9 0.4 REC. - MAINTENANCE 20/1 52 53 20/1 ICOPIER 0.5 1.1 REC. - REPORT OFFICE 20/1 54 55 20/1 - 0.5 1.1 REC. - REPORT OFFICE 20/1 56 57 20/1 REC. DAY ROOM TELEV. 1.2 0.4 REC. - STORAGE 20/1 58 59 20/1 WATER FEATURE POWER 1.1 REC. - COMMUNITY ROOM 20/1 60 61 20/1 WATER FEATURE LIGHTING 0.7 REC. - COMMUNITY ROOM 20/1 62 63 20/1 REC. - MICROWAVE 1.2 1.1 REC. - COMMUNITY ROOM 20/1 64 65 20/1 1PROJECTOR SCREEN 1.0 1 1 0.7 1 REC. - COMMUNITY ROOM 20/1 66 67 20/1 ISPARE 1.0 1 REC. - PROJECTOR 20/1 68 69 20/1 ISPARE 1.1 REC. - COMMUNITY ROOM 20/1 70 71 20/1 REC. - 2ND CORRIDOR 0.9 0.4 REC. - RESTROOMS 20/1 72 73 20/1 REC. - 2ND CORRIDOR 0.7 0.7 REC. - LOBBY 20/1 74 75 20/1 REC. - RESTROOMS 1.4 0.4 REC. - LOBBY 20/1 76 77 30/2 DRYER 2.5 1.2 REC. - LOUNGE TELEVISION 20/1 78 79 -- 2.5 REC. - EWC 20/1 80 81 20/1 WASHER 1.0 0.7 REC. - CORRIDOR 20/1 82 83 20/1 REC. EXTERIOR 0.6+_1 1.0 FACP 20/1 84 SECTION 3 SECTION 3 85 1 20/1 IREC. - STORAGE 0.9 0.5 1 REC. - RADIO 20/1 86 87 20/1 REC. - LOUNGE 0.8 1.0 GRILL SOLENOID 20/1 88 89 20/1 REC. - LOUNGE COMP. 0.4 SPARE 20/1 90 91 20/1 REC. - LOUNGE COMP. 0.4 SPARE 20/1 92 93 20/1 REC - VENDING 1.0 0.3 VVT DAMPER/T-STAT XFMR 20/1 94 95 1 20/1 ISPARE 1 0.3 VVT DAMPER/T-STAT XFMR 20/1 96 97 20/1 ISPARE 0.3 VVT DAMPER/T-STAT XFMR 20/1 98 99 20/1 ISPARE 0.3 VVT DAMPER/T-STAT XFMR 20/1 100 101 20/1 SPARE 0.3 VVT DAMPER/T-STAT XFMR 20/1 102 103 20/1 SPARE 1 SPARE 20/1 104 105 20/1 SPARE ISPARE 26/1 106 107 20/1 SPARE SPARE 20/1 108 109 20/1 SPARE SPARE 20/1 110 111 20/1 SPARE SPARE 20/1 112 113 20/1 SPARE SPARE 20/1 114 115 1 20/1 ISPARE SPARE 20/1 116 117 20/1 ISPARE SPARE 20/1 118 119 20/1 1 SPARE SPARE 20/1 120 121 20/1 ISPARE SPARE 20/1 122 123 20/1 ISPARE SPARE 20/1 124 125 20/1 ISPARE 6.0110.0 SPARE 20/1 226 LIGHTING (KVA): 0.0 0.0 31.3 10.0 10.0 14.2 0.0 29.3 0.0 0.0 0.0 0.0 4.7 CONNECTED LOAD (KVA): 79.6 RECEPTACLES (KVA): 60.7 DEMAND LOAD (KVA): 54.2 MOTORS (KVA): 0.0 PHASE A 23 195.3 A/C (KVA): 0.0 PHASE B 29 238.7 CONNECTED LOAD (AMPS): 220.9 HEATING (KVA): 0.0 PHASE C 28- 229.2 DEMAND LOAD (AMPS): 150.5 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS KVA): 18.9 JAMPACITY REQUIRED: 150.5 NOTE; BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. SCHEDULE OF FEEDERS & SERVICES Feeder/Service Description Number of Runs Conductor Size Conduit Diameter Fault Current Calculation Designation Equipment Conductor Copper or Phase Neutral Equipment XFMR XFMR Calculated Served Ampacity (Amps) Aluminum Conductor Conductor Ground (in) f-Value M Value f-Value M Value Fault Value F A 00 Main Disc. 855 CU 3 sets 3 # 300 1 # 300 3 0.519 0.658 34,261 F A 01 ATS 855 CU 3 sets 3 # 300 1 # 300 1 # 1/0 3 0.684 0.594 20,350 F A 02 MDP 855 CU 3 sets 3 # 300 1 # 300 1 # 1/0 3 0.155 0.866 171614 F A 03 LA 400 CU 2 sets 3 # 3/0 1 # 3/0 -��1 # 3 21 /2� 0.285 0.778 _ _� 13 702 F A 04 LB 230 CU 1 set 3 # 4/0 1 # 4/0 1 # 4 21/2 0.486 0.673 11851 F A 05 M 400 CU 2 sets 3 # 3/0 1 # 3/0 1 # 3 21/2 0.343 0.745 13,119 F A 06 UPS 60 CU 1 set 2 # 6 1 # 6 1 # 10 1 4.190 0.193 3 394 F A 07 EM 60 CU 1 set 2 # 6 1 # 6 1 # 10 1 0.807 0.553 1,878 KEY: "CU" - COPPER "AL" - ALUMINUM NOTES: COPPER OR ALUMINUM REFERS TO ALL CONDUCTORS (PHASE, NEUTRAL, AND GROUND) SCHEDULE OF FEEDERS & SERVICES Feeder/Service Description Number of Runs Conductor Size Conduit Diameter Fault Current Calculation Designation Equipment Conductor Copper or Phase Neutral Equipment XFMR XFMR Calculated Served Ampacity (Amps) Aluminum Conductor Conductor Ground (in) f-Value M Value f-Value M Value Fault Value F GEN 00 GEN DISC. 855 CU 3 sets 3 # 300 1 # 300 3 0.346 0.743 38666 F GEN - 01 ATS - 855 - CU - 3 sets - 3 # 300 - 1 # 300 - 1 # 1/0 - 3 - 0.900 - 0.526 - - - 20,350 - KEY: "CU" - COPPER "AL" - ALUMINUM NOTES: COPPER OR ALUMINUM REFERS TO ALL CONDUCTORS (PHASE, NEUTRAL, AND GROUND) M UTILITY PAD MOUNTED TRANSFORMER 800A/80OAF/3P/3R S.E. RATED MAIN FOR CONNECTION TO: DISCONNECT GENERATOR CONTROLS BLOCK HEATER • BATTERY CHARGER- \ FA00 FAD 350KW DEISEL PAD MOUNTED GENERATOR WITH WEATHERPROOF/SOUND ATTENUATOR ENCLOSURE J J LA-79,81,83 4# 10,1 #10G-3/4"C 80OA/80OAF/3P/3R GENERATOR DISCONNECT PANELBOARD SCHEDULE - 'LA MAIN: 400A MLO VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 42K CKT # TRIP POLE DESCRIPTION LOAD (KVA) PHAS LOAD (KVA) DESCRIPTION TRIP POLE CKT # LTG REC MTR A/Cl HTG KIT MISC A B C LTG I REC MTR A/C HTGJ KIT MISC 1 20/1 1 LTS. - STORAGE 137 0.5 1 0.5 1 IREC. - EMS STORAGE 20/1 2 3 20/1 LTS. - BAY 136 1.5 0.7 REC. - BUNKER 20/1 4 5 20/1 LTS. - BAY 136 1.3 1.2 REC. - WASHER 20/1 6 7 20/1 LTS. - BAY 136 1.3 2.5 REC. - GEAR DRYER 30/2 8 9 20/1 LTS.,- KITCHEN 120 1.0 2.5 10 11 20/1 ILTS. - 116 & 118 1.0 0.5 1.2 REC. RADIO CHARGERS 20/1 12 13 20/1 1 LTS. - 108, 110, 112 & 114 1.0 0.4 REC. - APP BAY 20/1 14 15 20/1 FANS - 108, 110, 112 & 114 1.0 1.0 REC. - ICE MACHINE 20/1 16 17 20/1 LTS. - LOBBY 101 1.5 1.0 REC. - ICE MACHINE 20/1 18 19 20/1 REC. - SBCA 0.2 1.2 OVERHEAD DOOR 20/1 20 21 20/1 LTS. - COMMUNITY 104 1.4 1.2 OVERHEAD DOOR 20/1 22 23 20/1 LTS. - 105, 106, 107,133,111,130 0.8 0.3 1.2 OVERHEAD DOOR 20/1 24 25 20/1 LTS. - 113 115 129 0.8 1.2 OVERHEAD DOOR 20/1 26 27 20/1 LTS. - DAY ROOM 119 1.2 OVERHEAD DOOR 20/1 28 29 20/1 LTS. - PATIO 0.4 0.5 1.2 JOVERHEAD DOOR 20/1 30 31 20/1 FANS - SLEEP ROOMS 0.2 0.8 1.2 JOVERHEAD DOOR 20/1 32 33 20/1 FANS - SLEEP ROOMS 0.2 0.8 1.2 OVERHEAD DOOR 20/1 34 35 20/1 FANS - SLEEP ROOMS 0.2 0.8 1.2 OVERHEAD DOOR 20/1 36 37 20/1 FANS - SLEEP ROOMS 0.2 0.8 1.2 OVERHEAD DOOR 20/1 38 39 20/1 LTS. - SLEEP ROOMS 1.1 1.0 APP. BAY CEILING REC. 20/1 40 41 20/1 LTS. SLEEP ROOMS 1.1 1.0 APP. BAY CEILING REC. 20/1 42 SECTION 2 SECTION 2 43 20/1 FANS - SLEEP ROOMS 0.5 1.0 APP. BAY CEILING REC. 20/1 44 45 20/1 FANS - SLEEP ROOMS 0.5 1 2.9 ICORD REELS 30/1 46 47 20/1 SIGN 1.5 1 2.9 ICORD REELS 30/1 48 49 20/1 SIGN 1.5 2.9 CORD REELS 30/1 50 51 20/1 LTS. - 2ND FLR. BATHROOMS 0.4 0.8 2.9 CORD REELS 30/1 52 53 20/1 ILTS. - 2ND FLR. CORRIDOR 1.6 2.9 CORD REELS 30/1 54 55 20/1 LTS. - WATCHROOM 225 0.6 0.5 2.9 CORD REELS 30/1 56 57 20/1 LTS. - STORAGE/LAUNDRY 0.8 2.9 CORD REELS 30/1 58 59 20/1 LTS. - 3RD FLOOR MECH. 1.0 2.9 CORD REELS 30/1 60 61 20/1 IRRIGATION CONTROLLER 1.0 2.9 CORD REELS 30/1 62 63 20/1 SHOP WIREMOLD 1.6 2.9 CORD REELS 30/1 64 65 20/1 DOORBELL SYSTEM 0.5 1.0 ICO2 PANEL 20/1 66 67 20/1 LTS. - CORRIDOR 1.3 1.0 IPOLE POWER 20/1 68 69 20/1 LTS. - CORRIDOR 1.1 1.0 POLE POWER 20/1 70 71 20/1 LTS.- KITCHEN 120 1.0 0.8 BAY COLUMN RECEPTACLES 20/1 72 73 20/1 SPARE 0.4 APPARATUS BAY TELEPHONE 20/1 74 75 20/1 SPARE 0.8 REC. - HAZMAT STORAGE 20/1 76 77 20/1 SPARE 0.6 IREC. - RADIO CHARGERS 20/1 78 79 20/1 GENERATOR CHARGER 1.0 0.1 VVT PANEL TRANSFORMER 20/1 80 8L 20/1 IGENERATOR CONTROLS 1.0 LTS. - EXTERIOR 20/1 82 83 20/1 GENERATOR HEATER 1.0 0.6 REC. EXTERIOR 20/1 84 SECTION 3 SECTION 3 85 20/1 EXTERIOR SITE LIGHTING 1.5 1 1 1 1.6 HEAT TRACE 20/1 86 87 20/1 EXTERIOR SITE LIGHTING 1.2 1.4 HEAT TRACE 20/1 88 89 20/1 EXTERIOR SITE LIGHTING 1.3 1.2 FOUNTAIN FIBER OPTIC LTG. 20/1 90 91 20/1 SPARE 5.0 FOUNTAIN PUMP AND LTG.S 60/2 92 93 20/1 SPARE 1 5.0 ISPARE - 94 95 20/1 SPARE I I ISPARE 20/1 96 97 20/1 SPARE ISPARE 20/1 98 99 20/1 SPARE ISPARE 20/1 100 101 20/1 SPARE SPARE 20/1 102 103 20/1 SPARE SPARE 20/1 104 105 20/1 SPARE SPARE 20/1 106 107 20/1 SPARE SPARE 20/1 108 109 20/1 SPARE SPARE 20/1 110 111 20/1 ISPARE SPARE 20/1 112 113 20/1 ISPARE SPARE 20/1 114 115 20/1 SPARE SPARE 20/1 116 117 20/1 SPARE SPARE 20/1 118 119 20/1 SPARE I ISPARE 20/1 120 121 20/1 SPARE SPARE 20/1 122 123 20/1 SPARE SPARE 20/1 124 125 20/1 7SPARE SPARE 20/1 126 LIGHTING (KVA): 31.4 30.2 12.3 1 7.5 1 0.0 10.0 10.0 4.0 1.2 12.2 12.0 0.0 0.0 0.0 50.0 CONNECTED LOAD KVA): 119.4 RECEPTACLES (KVA): 14.5 DEMAND LOAD (KVA): 117.2 MOTORS (KVA): 19.5 PHASE A 40 330.6 A/C (KVA): 0.0 PHASE B 43 355.9 CONNECTED LOAD (AMPS): 331.5 HEATING (KVA): 0.0 PHASE C 37 308.7 DEMAND LOAD (AMPS): 325.2 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 54.0 iAMPACITY REQUIRED: 347.0 NOTE; BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. PANELBOARD SCHEDULE -'EM' MAIN: 60A MLO I VOLTAGE: 208/120 PHASE: 1 WIRE: 3 MOUNTING: SURFACE JAIC. 42k CKT # TRIP POLE DESCRIPTION LOAD (KVA) PHASE LOAD KVA DESCRIPTION TRIP POLE CKT # LTG REC MTR A/C HTG KIT MISC A B LTG REC MTR A/C HTG KIT MISC 1 20/1 REC - COMMUNICATIONS 0.7 1.0 AMPIFIERS 20/1 2 3 20/1 REC - COMMUNICATIONS 0.4 0.7 FACP 20/1 4 5 1 20/1 IREC - COMMUNICATIONS 0.7 1.6 ISIGNAL CONTROL FROM DISP 20/1 6 7 20/1 INEDERMAN CONTROL PANEL 1.0 1 0.5 J-BOX FOR MAG DOOR LOCK 20/1 8 9 20/1 ISLEEP ROOM LTS. 0.8 0.5 J-BOX FOR MAG DOOR LOCK 20/1 10 11 20/1 IREC. - REPORT WRITING RM 1.2 ISPARE 20/1 12 13 20/1 IREC. - REPORT WRITING RM 1.2 1.5 ISPEAKER SYSTEM 20/1 14 15 20/1 IREG. - RADIO 0.2 SPACE 20/1 16 17 20/1 ISPACE I SPACE 20/1 18 19 20/1 SPACE SPACE 20/1 20 21 20/1 SPACE SPACE 20/1 22 23 20/1 SPACE SPACE 20/1 24 LIGHTING (KVA): 0.8 0.8 5.4 0.0 0.0 0.0 0.0 0.0 0.0 4.1 0.0 0.0 0.0 0.0 1.7 CONNECTED LOAD (KVA): 12.0 RECEPTACLES KVA): 9.5 DEMAND LOAD (KVA): 12.0 MOTORS (KVA): 0.0 PHASE A 8.1 77.5 A/C (KVA): 0.0 PHASE B 4.0 38.1 CONNECTED LOAD (AMPS): 57.8 HEATING (KVA): 0.0 KVA AMPS DEMAND LOAD (AMPS): 57.8 KITCHEN (KVA): 0.0 MISCELLANEOUS (KVA): 1.7 AMPACITY REQUIRED: 5&8 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. DISTRIBUTION PANEL SCHEDULE -MDP' MAIN: 800A VOLTAGE: 208/120 PHASE; 3 WIRE: 4 MTG: SURFACE AIC: 65K NOTES: CKTI # CIRCUIT BREAKER DESCRIPTION LOAD KVA PHASE FF-RAMEJ TRIP I POLE LTG REC MTR A/C HTG KIT MISC A B C 1 1 400 1 400 3 PANEL 'LA' 9.0 2.5 7.3 0.0 0.0 0.0 20.9 8.5 5.1 6.6 0.0 0.0 0.0 22.4 13.8 6.9 5.6 0.0 0.0 0.0 10.7 2 225 225 3 PANEL 'LB' 0.0 17.6 0.0 0.0 0.0 0.0 5.8 - - - 0.0 23.8 0.0 0.0 0.0 0.0 4.8 - - - 0.0 19.2 0.0 0.0 0.0 0.0 8.3 3 400 400 3 PANEL 'M' 0.0 0.0 10.4 21.8 0.0 0.0 0.0 0.0 0.0 10.5 21.0 0.0 0.0 0.0 0.0 0.0 10.2 19.3 0.0 0.0 1.0 4 100 60 2 PANEL 'EM' 0.8 6.2 0.0 0.0 0.0 0.0 1.0 - - - 0.0 3.3 0.0 0.0 0.0 0.0 0.7 SPACE 5 SPACE 6 SPACE 32.2 84.7 1 50.5 62.0 0.0 0.0 1 75.6 CONNECTED LOAD (KVA): 305.1 DEMAND LOAD (KVA): 267.7 PHASE A 860.8 103.3 PHASE B 889.6 106.8 CONNECTED LOAD (AMPS 846.7 PHASE C 791.8 95.0 DEMAND LOAD (AMPS): 743.0 AMPS KVA AMPACITY REQUIRED: 765.4 NOTES: PROVIDE TVSS (SPD) GENERAL NOTES: 1. PRIOR TO FINAL ORDERING OF PANELBOARDS, CIRCUIT BREAKERS, AND ALL ASSOCIATED EQUIPMENT, THE CONTRACTOR SHALL ARRANGE FOR AND PROVIDE TO THE ELECTRICAL ENGINEER OF RECORD VIA THE ARCHITECT A LETTER FROM THE LOCAL POWER COMPANY ON THEIR LETTERHEAD STATING THE SHORT CIRCUIT FAULT CURRENT AVAILABLE AT THE SECONDARY OF THE UTILITY COMPANY TRANSFORMER. INFORMATION SHALL BE USED TO DETERMINE THE FINAL A.I.C. RATINGS OF THE PANELBOARDSI METER CENTERS, MAIN IN SWITCHES, AND CIRCUIT BREAKERS. 2. ELECTRICAL SERVICE AND METER CENTER LAYOUT/DESIGN IS BASED UPON SQUARE D EQUIPMENT. ANY SUBSTITUTION MUST BE ACCOMPANIED BY 1/2"=1'-O" (MIN.) SCALED, DIMENSIONED DRAWINGS ONE (1) WEEK PRIOR TO BID DUE DBE ENSURING ALL REQUIRED EQUIPMENT FITS ALLOCATED SPACE AND ADHERES TO NEC FOR WORKING CLEARANCE AND ACCESS. 3. REFER TO SHEET E1.3 FOR GROUNDING DETAILS. 4. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING POWER TO ALL MECHANICAL EQUIPMENT. PANELBOARD SCHEDULE -M' MAIN: 400A MLO VOLTAGE: 208/120 PHASE: 3 1 WIRE: 4 MOUNTING: SURFACE JAIC, 42K CKT # TRIP POLE DESCRIPTION LOAD (KVA) PHASd LOAD KVA DESCRIPTION TRIP POLE CKT # LTG REC MTR A/C HTG KIV MISC A B ClLTG I REC MTR A/Cl HTG KIT MISC 1 15/1* GF-1 1.4 3.2 CU-1 45/3 2 3 1 15/1* GF-2 1.4 3.2 a 4 5 15/1* GF-3 1.4 3.2 - 6 7 15/1* GF-4 1.4 1.9 CU-2 30/2 8 9 15/1* GF-5 1.4 1.9 a) 10 11 15/1* GF-6 1.4 1.9 CU-3 30/2 12 13 15/1* GF-7 1.4 1.9 (a) 14 15 1 15/1* GF-8 1.4 1.2 CU-4 20/2 16 17 15/1* GF-9 1.4 1.2 F (a) 18 19 15/1* GF-10 1.4 1.8 CU-5 30/2 20 21 15/1* GF-11 1.4 1.8 (a) 22 23 15/1* GF-IA 1.4 2.2 CU-6 30/3 24 25 35/3 CU-10 2.6 2.2 (a) 26 27 (a) 26 2.2 - 28 29 - 2.6 2.3 CU-7 30/3 30 31 30/3 CU-11 2.2 2.3 (a) 32 33 (a) 2.2 2.3 - 34 35 - 2.2 1.9 CU-8 30/2 36 37 20/1 SPARE 1.9 (a) 38 39 20/1 SPARE 1.8 4 U-9 30/2 40 41 20/1 SPARE 1.8 (a) 42 SECTION 2 SECTION 2 15/2 AH-TEL 0.6 1.9 CU-TEL 30/2 44 (a) - 0.6 1.9 (a) 46 r45 20/1 GH-1 1.1 0.9 KEF-1 15/1 48 20/1 GH-2 1.1 1.2 KEF-2 15/1 50 51 20/1 GH-3 1.1 1.7 KSF-1 20/1 52 53 20/1 GH-4 1.1 1 1.0 WH-1 20/1 54 55 20/1 GH-5 1.1 ISPARE 20/1 56 57 20/1 EF-1 0.7 SPARE 20/1 58 59 20/1 EF-2 0.7 SPARE 20/1 60 61 1 20/1 EF-3 0.7 SPARE 20/1 62 63 1 20/1 EF-4 0.7 SPARE 20/1 64 65 20/1 EF-5 0.7 1 SPARE 20/1 66 67 20/1 SPARE SPARE 20/1 68 69. 20/1 SPARE SPARE 20/1 70 71 20/1 SPARE SPARE 20/1 72 73 20/1 SPARE SPARE 20/1 74 75 20/1 SPARE SPARE 20/1 76 77 20/1 SPARE SPARE 20/1 78 79 20/1 SPARE SPARE 20/1 80 81 20/1 SPARE SPARE 20/1 82 83 20/1 ISPARE SPARE 20/1 84 LIGHTING (KVA): 0.0 0.0 1 0.0 27.3 14.3 1 0.0 1 0.0 0.0 0.0 0.0 3.7 47.7 0.0 0.0 1.0 CONNECTED LOAD (KVA): 94.0 RECEPTACLES KVA): 0.0 DEMAND LOAD (KVA): 94.0 MOTORS (KVA): 31.0 PHASE A 32 267.7 A/C KVA): 62.0 PHASE B 31 262.1 CONNECTED LOAD (AMPS): 261.0 HEATING (KVA): 0.0 PHASE C 1 30 1 253.9 DEMAND LOAD (AMPS): 261.0 KITCHEN (KVA): 0.0 KVA I AMPS MISCELLANEOUS (KVA): 1.0 AMPACITY REQUIRED: 261.0 NOTE; BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. *, (a) - PROVIDE'HACR' TYPE CIRCUIT BREAKER THIRD INTERIOR FA06 SECOND FA05 FA02 �A03 FA04 PANEL 'MDP' IF IF IF IF SPD PANEL 'LA' PANEL 'LB' PANEL 8KW/10KVA UPS WITH 60/2 INTERNAL - BREAKER & STATIC SWITCH CONNECTION TO UPS TO BE COORDINATED WITH UPS INSTALLER/COLLEGE STATION= UTILITIES. FIXTURE WHIP MAY BE REQUIRED. FA07 60A MAKE -BEFORE -BREAK BYPASS SWITCH CONNECTION TO BATTERY CABINET TO BE COORDINATED WITH UPS INSTALLER/COLLEGE STATION UTILITIES �j PANEL EM l UPS BATTERY CABINET ................ I..... REX DRAKE .......... ...A........ a v � a� w M _ M w! `) L ?t ~ V > � �^M c tv a O0% 4 z .o X Z Z O O F_ Q 0 ZW wCe V U. W J O V � O N o � o O � 4 O N 0 m Z Q 0 coZ V W U V 0 a ELECTRICAL RISER DIAGRA ' SCALE: NONE E1.2 ALARM CONTACTOR SCHEDULE FOR ZETRON SYSTEM CONT. NO. LOAD DESCRIPTION CONTACTOR CIRCUITS CONTROL CIRCUIT ON OFF VOLT AMPS POLE CIRCUIT NUMBERS VOLT CKT. NO. 1 SPARE 120 20 1 2 TYPE 'H' & 'HE' LIGHT IN BAY 120 20 1 LA-1 NOTE 3,6 YES 3 TYPE 'H' & 'HE' LIGHT IN BAY 120 20 1 LA-3 NOTE 3,6 YES 4 TYPE 'H' & 'HE' LIGHT IN BAY 120 20 1 LA-5 NOTE 3,61 YES 5 TYPE 'H' & 'HE' LIGHT IN BAY 120 20 1 LA-7 NOTE 3,6 YES 6 REPORT 106 LTG 120 20 1 LA-23 NOTE 3,6 YES 7 LEUTENANT 112 LTG 120 20 1 LA-13 NOTE 3,6 YES 8 CAPTAIN 110 LTG 120 20 1 LA-13 NOTE 3,6 YES 9 KITCHEN 120 LTG 120 20 1 LA-71 NOTE 3,6 YES 10 DAY ROOM 119 LTG 120 20 1 LA-27 NOTE 3,6 YES 11 FUTURE RANGE 120 20 1 LB-4,6 NOTE 3,5 YES YES 12 FUTURE OUTDOOR GRILL SOLENOID 120 20 1 LAB-88 NOTE 3,5 YES YES 13 FUTURE KITCHEN HOOD 120 20 1 M-48 NOTE 3,5 YES YES 14 MICROWAVE 120 20 1 LB-8 NOTE 3 YES YES 15 SPACE -- -- 16 EF-1 (APPARATUS BAY) 120 20 1 M-57 NOTE 3,4 YES OFF AFTER 10 MIN. 17 EF-2 (APPARATUS BAY) 120 20 1 M-59 NOTE 3,4 -- YES OFF AFTER 10 MIN. 18 EF-3 (APPARATUS BAY) 120 20 1 M-61 NOTE 3,4 -- YES OFF AFTER 10 MIN. 19 EF-4 (APPARATUS BAY) 120 20 1 M-63 NOTE 3,4 -- YES OFF AFTER 10 MIN. 19 EF-5 (APPARATUS BAY) 120 20 1 M-65 NOTE 3,4 -- YES OFF AFTER 10 MIN. 20 PA -SPEAKERS LOW 1 NOTE 3 YES 21 PA -SPEAKERS LOW 1 NOTE 3 YES NOTES: 1. UNLESS NOTED OTHERWISE, CONTACTOR(S) SHALL BE IN A NEMA 1 ENCLOSURE. 2. EXHAUST FANS SHALL HAVE 3 MINUTES TIME DELAY WHEN ALARM SIGNAL IS RECEIVED FROM DISPATCH. AFTER DELAY, FAN SHALL RUN FOR 10 MINUTES AND THEN TURN OFF. IN THE EVENT OF A SECOND ALARM SIGNAL IS REVIVED DURING THE DELAY/RUNTIME, THE EXHAUST FANS SHALL BEGIN AT THE 3 MINUTES DELAY 3. CONTACTORS ACTIVATED BY ALARM FROM DISPATCH. ALARM SIGNAL TO BE CONTROL CIRCUIT. EXHAUST FANS NEED 3 MINUTE TIME DELAY AND FOLLOWED WITH 10 MINUTE RUN TIME. (EACH TIME ALARM SIGNAL INITIATES) 4. EXHAUST FAN EF-4 CAN BE OVERRIDDEN BY WALL MOUNTED SWITCH IN APPARATUS BAY NEXT TO AIRLOCK 116 AS SHOWN ON SHEET E3.1. 5. FOR FUTURE CONNECTION. PROVIDE CONTROL WIRING TO DEVICES AND TERMINATE IN LABLED JUCTION BOX. 6. LIGHTS SHALL ILLUMINATE FOR 90 SECONDS. SERVICE EQUIPMENT "MDP" GENERATOR MAIN BONDING JUMPER TO PHONE BACKBOARDS, LIGHTNING #2/0 PROTECTION, GAS PIPING (WHERE BONDING JUMPER #2/0 XNK PRESENT) :................•--....•••------••----.................. ::....:::.•...... ::-:NEUTRAL BUS:::::._:...:.::.:.:...::.:..... :: -*-'-*.*-..*.-*.-.-'.*.* .:::::::: :::..: ......... INK ..-. .... .. ...... ...... w . ..... ..... .. . .................................... ....... ... . ......... ...................................... .... .... ............. :: .::::::.::....::......:........ ::.....N El ....................................... ............ ........... .......................... ...................................... ............. ......... :: .......... .... ........... ............................. ........................... ....................... .......... . ....... . ....................................... #2/0 _ #6 CU ROUTE GROUNDING ELECTRODE TO #2 GROUNDING ELECTRODE Y GENERATOR ROUTE TO MAIN SERVICE 'MDP' CADWELD 3/4" x 10 #6 CU �� i i 4 CU METALLIC SERVICE GROUND ROD , # CONDUIT LOCKNUT CADWELD (MIN. 6 APART) OR BUSHING CADWELD 3/4" x 10' #2/0 GROUND RODD EQUIPMENT ENCLOSURE 20'-0" MIN. OF 1/2" REBAR IN BONDING JUMPER BUILDING FOOTING CADWELD METAL WATER BUILDING SERVICE TSTRUCTURAL —STEEL VALVE, METER SUPPLY OR UNION SIDE ,,,.—JUMPER METALLIC SERVICE CONDUIT LOCKNUT OR BUSHING #2/0 EQUIPMENT ENCLOSURE BONDING JUMPER GROUND CLAMP (UL LISTED) SERVICE GROUNDING & BONDING � GENERATOR GROUNDING 8c BONDING SCALE: NONE SCALE: NONE WALL MOUNT PHOTOCELL 12" BENEATH SOFFIT ALL ITEMS LOCATED IN MAIN ELECTRICAL ROOM 120 — I- . I3 #12, 3/4" CONDUIT I PHOTOCELL ICONTROL RELAY MULTIPLE MECHANICALLY HELD CONTACTOR, (POLES AS REQUIRED) I ' PANEL I LA 1 I I TO EXTERIOR PARKING LOT '``—INSTALL TOGGLE SWITCH I LIGHT POLES, , EXTERIOR ADJACENT TO CONTACTOR AND IBUILDING WALL LIGHT FIXTURES LABEL "EXTERIOR LIGHTING AND SIGNS & LANDSCA OVERRIDE SWITCH". LIGHTING SCALE: NONE .�.�.........90630..... i�0 �tdi ENS;q o ON cu c M u r W m O .n To roves `r tQ roCoe t�. cG �uu L 17 QZS 5 17 10 O n M CV ko f 7 d- 0 r, 0 z .a E X I- Z E O O E F— O � ZW w CG V LL W J E O V 1 CA Z O W e� � O N O 3 Ln- O Q �G O 0 O N m Z Q m v Z V O CL GENERAL LIGHTING NOTES: G-1 ALL EMERGENCY LIGHTS E.G. • ..r`,� BE CONNECTED TO THE UNSWITCHED PHASE COND T SERVING THE RESPECTIVE AREA AND SHALL BE PROVIDED WITH A 90 MINUTE BATTERY PACK. G-2 COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LIGHT FIXTURES PRIOR TO ROUGH —IN. G-3 REFER TO LIGHT FIXTURE SCHEDULE ON SHEET EO.1. G-4 ALL EXTERIOR LIGHTING TO BE CONTROLLED THRU PHOTOCELL VIA CONTACTORS. EXCEPT FOR LIGHTING AT THE PATIO, WHICH ARE TO BE CONTROLLED BY SWITCH SHOWN. G-5 ALL FANS ARE CONTROLLED BY 3—SPEED TOGGLE SWITCH FOR HIGH, MEDIUM AND LOW SPEEDS. RHEOSTATS ARE NOT ALLOWED. G-6 "N.L." DENOTES NIGHT LITE TO BE CONNECTED AHEAD OF ALL SWITCHES AND CONTACTORS TO OPERATE 24 HOURS. G-7 INSTALL SWITCHES THAT ARE GROUNDED TOGETHER ON A SINGLE FACE PLATE. KEY NOTES: O1 SWITCHES ' sa 3b' OR '0' AND 'a,b' INDICATES DUAL LEVEL SWITCHING TO SWITCH INNER LAMP SEPARATE FROM THE OUTER LAMPS, OR EVERY OTHER LIGHT. EVERY OTHER LIGHT CONTROL IS NOTED BY LOWER CASE LETTER AFTER CIRCUIT NUMBER. O FOR UNDER CABINET LIGHTING TYPES "S2", "SY, AND "S4" CONTRACTOR TO COORDINATE WITH MILLWORK INSTALLER AND PROVIDE APPROPRIATE COMBINATION OF "S2", "SY AND "S4" LIGHTS REQUIRED TO SPAN AS MUCH OF THE UNDERCABINET AS POSSIBLE. LAMP COLORS SHALL BE COORDINATED PRIOR TO INSTALLATION. O3 REFER TO MECHANICAL DRAWING FOR EXHAUST FANS LOCATION. ® ALL FIXTURES WITH DUAL SWITCHING, INNER LAMP SEPARATE FROM OUTTER LAMPS SHALL BE PROVIDED WITH (2) BALLAST IN EACH FIXTURE. O5 FIXTURE TO BE SWITCHED ON WITH ACTUATION OF ALARM AND WHEN EITHER DOOR ABOVE IS OPENED. REFER TO E1.3 FOR SCHEDULE. © FIXTURES SHALL BE ROUTED VIA CONTACTOR/RELAY TO PROVIDE LIGHTING CONTROLS FOR HIGH BAY FIXTURES AS SHOWN. TWO CIRCUITS PER SWITCH. O TO EXHAUST FAN. CONNECT TO LIGHTING CIRCUIT SERVING THIS AREA. COORDINATE LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. O COORDINATE APPARATUS BAY LIGHTING WITH THE GARAGE DOOR FRAME PRIOR TO ANY INSTALLATION OF LIGHT FIXTURES. DOOR FRAME TO BE INSTALLED PRIOR TO THE LIGHTING. O9 TO COVE LIGHTING IN TOWER. REFER TO E2.3. 10 FIXTURES TO BE SWITCHED ON WHEN DOOR IS OPEN. PROVIDE JAMB SWITCHES IN DOOR JAMB. 11 SWITCH FOR PROJECTOR SCREEN. 12 JUNCTION BOX FOR FIBER OPTIC FOUNTAIN LIGHT. PROVIDE FIVE (5) 3/4" CONDUIT TO FOUNTAIN FOR FIBER OPTIC FOUNTAIN LIGHTING. COORDINATE EXACT REQUIREMENTS WITH FOUNTAIN MANUFACTURER PRIOR TO ROUGH —IN AND PROVIDE AS NECESSARY. FLOOR PLAN (1 ST FLOOR) — LIGHTING SCALE: 1 /8" = 1 '—O" N U W U Q 0 a 3 0 � � w a y m N "�-• SX �n m Ri v v O' ...., 00 O O z a X Z 0 0 I— 0 � Z W W V U. W J .j 0 U ze OVA 0 N O 3 � O O O+ `p, —, OC O N O m Z oo 8 Y Z ~ U 3 Q 0 ad o = V o a E2ol G-1 G-2 G-3 G-4 G-5 G-6 G-7 G-8 ALL EMERGENCY LIGHTS E.G. • 11 SHALL BE CONNECTED TO THE UNSWITCHED PHASE COND SERVING THE RESPECTIVE AREA AND SHALL BE PROVIDED WITH A 90 MINUTE BATTERY PACK. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LIGHT FIXTURES PRIOR TO ROUGH —IN. REFER TO LIGHT FIXTURE SCHEDULE AND ELECTRICAL LEGEND ON SHEET E1.1. ALL EXTERIOR LIGHTING TO BE CONTROLLED THRU PHOTOCELL VIA CONTACTORS. EXCEPT FOR LIGHTING AT THE OUTDOOR COOKING AREA AND ROOF TERRACE, WHICH ARE TO BE CONTROLLED BY SWITCH SHOWN. ALL CEILING FANS ARE CONTROLLED BY 3—SPEED TOGGLE SWITCH FOR HIGH, MEDIUM AND LOW SPEEDS. RHEOSTATS ARE NOT ALLOWED. "N.L." DENOTES NIGHT LITE TO BE CONNECTED AHEAD OF ALL SWITCHES AND CONTACTORS TO OPERATE 24 HOURS. INSTALL SWITCHES THAT ARE GROUNDED TOGETHER ON A SINGLE FACE PLATE. FOR A LIGHTING CIRCUIT, A LOWER CASE LETTER, SUCH AS 'a', BY A LIGHT SWITCH INDICATES ALL LIGHT FIXTURES WITH THE SAME LOWER CASE LETTER ARE CONTROLLED BY THAT SWITCH. KEY NOTES: ���, b 10 SWITCHES ' f3b ' OR ' t ' AND 'a,b' INDICATES DUAL LEVEL SWITCHING TO SWITCH INNER LAMP SEPARATE FROM THE OUTER LAMPS, OR EVERY OTHER LIGHT. EVERY OTHER LIGHT CONTROL IS NOTED BY LOWER CASE LETTER AFTER CIRCUIT NUMBER. O2 IN BATHROOMS CONTROL TYPE "F" FIXTURE AND EXHAUST FAN ON ONE SWITCH WHILE ANOTHER SWITCH CONTROLS TYPE "T" FIXTURE. O REFER TO MECHANICAL DRAWING FOR EXHAUST FANS LOCATION. O LIGHT FIXTURES 'KR' SHALL BE CIRCUITED TO PANEL BOARD 'EM' CIRCUIT No. 9. O5 FIXTURES TO BE SWITCHED ON WITH ACTUATION OF ALARM AND WHEN EITHER DOOR IS OPEN. PROVIDE JAMB SWITCHES IN DOOR JAMB. 0 SWITCH FOR EXHAUST FAN. COORDINATE LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. O CONNECT SIGN CIRCUITS THROUGH TIME CLOCK CONTROLLED CONTACTOR. SIGNAGE SHALL BE CONTROLLED SEPARATELY FROM LIGHTING CIRCUITS. COORDINATE LOCATION OF SIGN WITH OWNER. ® CORRIDOR LIGHTS SHALL BE CIRCUITED THRU A NORMALLY OPEN CONTACTOR AND THE STEP LIGHTS SHALL BE CIRCUITED THRU A NORMALLY CLOSED CONTACTOR. CORRIDOR LIGHTS AND STEP LIGHTS SHALL NOT BE ILLUMINATED AT THE SAME TIME, IF CORRIDOR LIGHTS ARE ON, STEP LIGHTS ARE OFF. ONCE CORRIDOR LIGHTS ARE SWITCHED OFF, THE STEP LIGHTS SHALL BE SWITCHED ON AUTOMATICALLY. O INSTALL L.E.D. BACK —LIGHT FOR EXTERIOR STATION NUMBER SIGN "#6". ALL THREE INTERIOR SIDES OF THE LETTER TO BE PAINTED "MATTHEWS WHITE" AND TO HAVE A I EXAN BACK. OBTAIN COMPLETE MANUFACTURERING INSTRUCTIONS, COORDINATE INSTALLATION, LOCATION AND MOUNTING HEIGHT WITH THE ARCHITECTURAL CONSTRUCTION DOCUMENTS. COORDINATE POWER REQUIREMENTS WITH SIGN MANUFACTURER AS SHOWN ON ARCHITECTURAL DETAILS. SIGN IS ON PHOTOCELL CONTROL TO ILLUMINATE AT NIGHT. INSTALL CONDUCTORS WITH DEDICATED GROUND BACK TO PANEL. USE UL APPROVED TRANSFORMER. INSTALL CLEAR COVER ON BACK OF NUMBER SIGN. NUMBER TO BE WELD CONSTRUCTED OUT OF .063 ALUMINUM. INTERIOR OF LETTER SHALL BE PAINTED MATTHEWS WHITE AND COORDINATE EXTERIOR OF LETTER COLOR WITH ARCHITECT. rr SCALE: 1/8" = 1'-0" a 3 0 �REX DRAKE ...........63090630 ..... � dui . A y � r N r CZi W H co q � M c itS cq `t Y 0 d- M 0 0 e z 2- P. X Z Z 0 a Q F ' 0 V) � Z W W V UL. W J O U N t!7 O C) O N H Z W M m O U Z � 0 U -a O N O 3 O � p, ❑ Q O OC N m m ZZ O r Y W LIJ Q Q W = ❑ ❑ V o°G. E292 GENERAL LIGHTING NOTES: G-1 ALL EMERGENCY LIGHTS E.G. • ®,�..�, BE CONNECTED TO THE UNSWITCHED PHASE COND "�I � SERVING THE RESPECTIVE AREA AND SHALL BE PROVIDED WITH A 90 MINUTE BATTERY PACK. G-2 COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LIGHT FIXTURES PRIOR TO ROUGH —IN. G-3 REFER TO LIGHT FIXTURE SCHEDULE ON SHEET E0.1. 'o 1 4FLOOR PLAN(3RD FLOOR - LIGHTING SCALE: 1/8" = 1'-0" 0 3 y 9 0 z .0 .......1......... REX DRAKE ,.... ... ..90630.. L CU w w sM^ Or M .3 � N n C � � CC! v a Q 0 M 0 Ap z X F— z z 0 0 0 z W L1J V LL W J 0 V E23 KEY NOTES: O VERIFY EXACT LOCATION OF RECEPTACLE WITH OWNER. O VERIFY MOUNTING HEIGHT WITH OWNER O FOR ALL OVERHEAD DOORS IN APPARATUS BAY, PROVIDE: 1. INDIVIDUAL OVERRIDE PUSH-BUTTON SWITCHING LOCATED AT BUNKER GEAR EXIT, BOTH SIDES OF DOOR. 2. ALL REQUIRED JUNCTION BOXES, LOW -VOLTAGE WIRING AND CONDUIT TO ENABLE OVERHEAD DOORS TO BE OPERATED BY FIRE VEHICLE WIRELESS REMOTE MULTI -BUTTON CONTROLLER. FIRE VEHICLE TO OPERATE EACH DOOR INDEPENDENTLY. COORDINATE INSTALLATION WITH THE CITY OF COLLEGE STATION AND COLLEGE STATION FIRE DEPARTMENT. 3. PROVIDE INTERLOCK WITH ALL APPARATUS BAY HEATERS TO TURN OFF HEATERS WHEN APPARATUS BAY DOORS ARE OPENED. WHEN DOORS ARE CLOSED, HEATER CAN BE ENERGIZED VIA_ CONTROLS AS INDICATED ON THE MECHANICAL DRAWINGS. ® PUSH-BUTTON OVERRIDE TO CONTROL CONTACTORS FOR APPARATUS BAY EXHAUST FANS EF-2, EF-3 & EF-4. REFER TO DETAIL AND CONTACTOR SCHEDULE ON SHEET E1.3. O5 FOR BATHROOM EXHAUST FANS AND JANITOR EXHAUST FANS REFER TO LIGHTING SHEET E2.1 FOR CIRCUITING AND CONTROLS. (TYPICAL) © DOOR BELL. CONNECT TO RINGERS LOCATED THROUGHOUT THE BUILDING. O7 DENOTES DOOR BELL RINGERS. COORDINATE INSTALLATION REQUIREMENTS, INCLUDING WIRING, POWER FOR AMPLIFIERS AND RINGERS WITH THE CITY OF COLLEGE STATION. CONNECT ANY REQUIRED POWER TO CIRCUIT LA-65 WITH 2#12, 1#12G IN 3/4%. ® FLUSH MOUNT ALL DEVICES IN APPARATUS BAY (TYP.) O9 POWER CEILING MOUNTED CORD REELS FOR FIRE TRUCKS. PROVIDE 30 AMP SINGLE POLE PLUG (5-30P) MOUNTED AT THE END OF CORD REELS. NO LOCKING PLUG TYPE. PROVIDE KELLUM GRIPS AT BOTH ENDS. CORD LENGTH VERIFIED BY THE FIRE DEPARTMENT IN THE FIELD. VERIFY REEL LOCATION AND PLUG REQUIREMENTS WITH THE FIRE DEPARTMENT PRIOR TO ANY INSTALLATION OR ROUGH -IN. CORD REEL SHALL BE EQUAL TO UNITED EQUIPMENT ACCESSORIES, INC, RED CORD REEL # R78L6K3-RED WITH (3) 40' #8 3-WIRE SO CORD. CORD REELS SHALL BE LOCATED ON DRIVER SIDE OF FIRE TRUCK. COORDINATE LOCATION WITH ARCHITECT AND COLLEGE STATION FIRE DEPARTMENT. 10 PROVIDE KEY PAD AT LOCATION SHOWN. PROVIDE RECESSED MOUNTED FLUSH IN WALL JUNCTION BOX WITH BLANK COVER PLATE AND 3/4" CONDUIT WITH CONDUCTORS TO ACCESSIBLE CEILING SPACE. COORDINATE EXACT REQUIREMENTS WITH KEY PAD MANUFACTURER PRIOR TO ROUGH -IN AND PROVIDE AS NECESSARY. ABOVE ADJACENT DOOR PROVIDE JUNCTION BOX CONNECTED TO 20A/l P CIRCUIT BREAKERS IN PANEL "EM' WITH 2#12, 1 #12G IN 3/4"C. PROVIDE OVERRIDE DOOR UNLOCK ON OTHER SIDE . OF THE DOOR. REFER TO NOTE G-1 FOR INFORMATION. 11 ALL RECEPTACLES ON UPS (PANEL "EM") SHALL BE ORANGE WITH WHITE COVER PLATES WITH LABELED COVER STATING "UPS". (TYPICAL) 5 12 ALL JUNCTION BOXES OR BRANCH CIRCUITS ON UPS (PANEL "EM") SHALL BE LABELED IN PERMANENT INK AS "PANEL EM" WITH CIRCUIT NUMBER AND TYPE OF LOAD E.G. "LIGHTING, RECEIPT., ETC." (TYPICAL). 13 PROVIDE EXTERIOR RATED EMERGENCY PHONE BOX. VERIFY HEIGHT AND LOCATION WITH ARCHITECT. 14 PROVIDE RECEPTACLE FOR IRRIGATION CONTROL PANEL. CONTRACTOR TO COORDINATE LOCATION IN THE FIELD. 15 COORDINATE RECEPTACLE AND DATA OUTLET LOCATION WITH ARCHITECT IN THIS AREA. VERIFY WITH ARCHITECT FOR GROMMET SPECIFICATION. 16 ALL RECEPTACLES IN THE BUNKER TO HAVE THE CLOSED "IN -USE" CLEAR VANDAL PROOF AND WEATHER PROOF COVERS. 17 RECEPTACLE FOR RADIO LOCATED INSIDE THE UPPER MILLWORK. COORDINATE EXACT LOCATION WITH OWNER/ARCHITECT. 18 PROVIDE (1) 4 INCH CONDUIT IN THE ELECTRICAL ROOM TO STUB -UP INTO THE TOWER FOR THE RADIO ANTENNA, PROVIDE J-BOX IN ELECTRICAL ROOM WITH BLANK COVER PLATE FOR CONDUIT TERMINATION. VERIFY START AND TERMINATION POINTS OF THE CONDUIT AND J-BOX LOCATIONS WITH THE ARCHITECT PRIOR TO ANY INSTALLATION OR ROUGH -IN. REFER TO MEP1.1 FOR APPROXIMATE LOCATION OF RADIO TOWER. REFER TO THE CITY TOWER COMMUNICATIONS REQUIREMENTS IN THE SPECIFICATIONS. 19 PROVIDE INTERCOM DEVICE THAT IS CONNECTED TO THE B.C. OFFICE. COORDINATE EXACT REQUIREMENTS WITH INTERCOM MANUFACTURER PRIOR TO ROUGH -IN AND PROVIDE AS NECESSARY. 20 2 HOUR .DIAL TIMER FOR EMS DECOM ROOM EXHAUST FAN. COORDINATE REQUIREMENTS WITH MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR. 21 PROVIDE ABOVE COUNTER PVC 2 CIRCUIT SINGLE CHANNEL MULTI OUTLET RACEWAY WITH 20 A DUPLEX OUTLET EVERY 12". RACEWAY SHALL BE WIRE MOLD NM20 SERIES OR EQUAL. 22 CONTRACTOR SHALL PROVIDE A 4 SQUARE JUNCTION BOX WITH A BLANK PLATE, COLOR TO MATCH WALL. PROVIDE 2" CONDUIT WITH FIBERGLASS PULL TAPE FROM WATCH OFFICE, 104, TO ELECTRICAL ROOM FOR SPEAKER SYSTEM. 23 WITH THE PANELBOARD SHOP DRAWINGS, PROVIDE 1/4" SCALE DRAWING OF ELECTRICAL ROOM AND COMMUNICATIONS ROOM WITH DIMENSIONS AND EQUIPMENT SHOWN. 24 SECONDARY CONDUIT AND CONDUCTORS FROM SERVICE MAIN DISCONNECTING MEANS. REFER TO MEP1.1 FOR DETAILS. 25 PROVIDE THREE (3) 4" CONDUIT WITH FIBERGLASS PULL TAPE TO UTILITY COMPANY, TELEPHONE, DATA, CAN, POINT OF SERVICE. REFER TO MEP1.1 FOR CONTINUATION. 26 PROVIDE 8 FOOT WIDE TO HEIGHT OF WALL PLYWOOD BACKBOARD PAINTED IN WHITE FIRE RETARDANT PAINT FOR DEMARK. DEMARK/COMMUNICATIONS ROOM TO HAVE POWER AND DATA FOR P.A. AMP, ROUTER, ALARM, NETWORK SWITCH AND, PATCH PANEL. AND (2) CITY COMPUTERS AND (2) AIR --PACK COMPUTERS. VERIFY FINAL LOCATION AND INSTALLATION OF ALL ITEMS WITH CITY OF COLLEGE STATION AND COLLEGE STATION FIRE DEPARTMENT PRIOR TO ANY ROUGH -IN OR INSTALLATION. 27 AT TELEPHONE BOARD/DATA RACK LOCATION, PROVIDE (2) ISOLATED GROUND QUADRAPLEX RECEPTACLES. ONE AT 18" A.F.F AND THE OTHER AT 96" A.F.F. CONNECT TO 20/1 ISOLATED GROUND CIRCUITS SHOWN WITH 2#12, 1#12 I.G. IN 3/4"C. ALSO PROVIDE (2) DATA RECEPTACLES WITH A DATA RECEPTACLE ADJACENT TO EACH QUAD. 28 PROVIDE A DEDICATED RECEPTACLE FOR THE SPEAKER SYSTEM ON CIRCUIT EM-14 WITH 2#12, 1#12 I.G. IN 3/4"C. LOCATE AND COORDINATE AS DIRECTED BY THE CITY OF COLLEGE STATION AND COLLEGE STATION FIRE DEPARTMENT PRIOR TO ANY INSTALLATION OR ROUGH -IN. 29 PROVIDE A DEDICATED CIRCUIT FOR SIGNAL CONTROL FROM DISPATCH ON CIRCUIT EM-6 WITH 2#12, 1#12 I.G. IN 3/4%. LOCATE AND COORDINATE AS DIRECTED BY THE CITY OF COLLEGE STATION AND COLLEGE STATION FIRE DEPARTMENT PRIOR TO ANY INSTALLATION OR ROUGH -IN. 30 CONTRACTOR SHALL PROVIDE A 4 SQUARE JUNCTION BOX WITH A BLANK PLATE, COLOR TO MATCH WALL. PROVIDE 2" CONDUIT WITH FIBERGLASS PULL TAPE FROM ELECTRICAL ROOM TO WATCH OFFICE FOR SPEAKER SYSTEM. 31 WHEN THERE IS AN EMERGENCY ALARM. REFER TO DETAIL AND CONTACTOR SCHEDULE ON SHEET E1.3 FOR CONTROL AND SEQUENCE OF LIGHTING, PUBLIC ADDRESS SYSTEM, KITCHEN OVEN, RANGE, OUTDOOR GRILL, AND MECHANICAL/EXHUAST FAN EQUIPMENT. 32 MICROWAVE, RANGE, OVEN AND ANY COOKING APPLIANCES WITH ELECTRIC HEAT TO BE ROUTED THRU CONTACTORS AND CONTROLLED BY FIRE ALARM ALERT SYSTEM TO TURN OFF CIRCUITS WHEN SYSTEM IS IN ALERT MODE. ALL ELECTRICAL DEVICES INCLUDING, BUT NOT LIMITED TO, CONTACTORS, SHUNT TRIP BREAKERS, ETC. SHALL BE INCLUDED. REFER TO SHEET E1.3 FOR MORE INFORMATION. 33 ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL RECEPTACLES WITH MILLWORK. 34 OUTLET SHALL BE MOUNTED 6" MAX. BELOW COUNTER. COUNTERTOP OVERHANG SHALL NOT EXCEED 6" AT RECEPTACLE LOCATION. 35 PROVIDE JUNCTION BOX WITH BLANK COVER PLATE FOR FUTURE AUTOMATIC SHUTOFF. PROVIDE 3/4"C. WITH PULL STRING TO ALARM CONTACTOR LOCATION FOR MANUAL RESET SWITCH. REFER TO SHEET E1.3 FOR DETAILS. i IL PANIC HARDWARE TO BE PROVIDED ON ELECTRICAL ROOM DOORS 1 ST FLOOR ELECTRICAL ROOM - POWER SCALE: 1/4" = 1'-O" KEY NOTES (CONT. 36 PROVIDE PUSH BUTTON TALK BACK TO INTERCOM DEVICE THAT IS LOCATED IN THE LOBBY. COORDINATE EXACT REQUIREMENTS WITH INTERCOM MANUFACTURER PRIOR TO ROUGH -IN AND PROVIDE AS NECESSARY. 37 JUNCTION BOX FOR SLIDE POLE POWER. COORDINATE EXACT REQUIREMENTS WITH POLE GATE MANUFACTURER AND PROVIDE AS NECESSARY PRIOR TO ROUGH -IN. COORDINATE LOCATION WITH ARCHITECT. 38 RECEPTACLES LOCATED ON APPARATUS BAY COLUMNS SHALL BE SURFACE MOUNTED IN WEATHERPROOF ENCLOSURE. CONDUIT FOR RECEPTACLES SHALL BE SURFACE MOUNTED. 39 QUAD. RECEPTACLES FOR RADIO CHARGERS SHALL BE MOUNTED ABOVE FINISH COUNTER, +43". COORDINATE MOUNTING HEIGHT WITH ARCHITECT AND OWNER. 40 PROVIDE MRS SOLENOID SWITCH TO CUT OFF BOTH RANGE AND OUTSIDE GRILL GAS. ELECTRICAL CONTRACTOR SHALL PURCHASE MRS SWITCH AND SOLENOID VALVE AND PROVIDE TO PLUMBING CONTRACTOR TO INSTALL. 41 PROVICE TWO (2) 1" CONDUITS TO CEILING MOUNTED PROJECTOR TO WALL PLATE FOR A/V CONNECTIONS. 42 CONNECT VARIABLE VOLUME TEMPERATURE DAMPERS VVT-A THROUGH VVT-C7 TO 20/1 CIRCUITS AS SHOWN IN PANEL SCHEDULES. PROVIDE 120V-24V TRANSFORMERS AS REQUIRED. PROVICE 1 TRANSFORMER FOR EVERY (5) DAMPERS FOR THERMOSTAT POWER AND ACTUATOR CONTROL. 43 VERIFY EXACT HEAT TRACE REQUIREMENTS AND CIRCUIT QUANTITIES WITH MANUFACTURER. 44 IN REPORT WRITING ROOM, ' 6e' DENOTES 1" CONDUIT WITH PULL STRING AND GROMMET END STUBBED TO ACCESSIBLE CEILING TO ACCOMODATE (6) CAT5e CABLES. REFER TO CITY OF COLLEGE STATION PREMISE WIRING STANDARDS IN THE SPECIFICATIONS. GENERAL NOTES: G-1 UNLESS NOTED OTHERWISE, ALL RECEPTACLES LOCATED ON EXTERIOR OR ON 1 ST FLOOR SHALL BE MOUNTED AT 48" AFF. G-2 SURFACE MOUNTED DEVICES AND EXPOSED CONDUITS SHALL NOT BE PERMITTED. G-3 READER CONTROLLER TO BE: DSX-1048PKG INTELLIGENT 8 DOOR PACKAGE (1) 1040E ENCLOSURE (4) 1042 CONTROLLERS (1) 1040 CDM COMMUNICATION DISTRIBUTION MODULE (1) 1040 PDP POWER DISTRIBUTION PANEL READER MODELS TO BE: 1. THINLINE II 5395 4" WALL SWITCH READER 2. PROXPRO 5355 8" PROXIMITY READER CONTRACTOR TO COORDINATE EXACT INSTALLATION REQUIREMENT WITH THE OWNER AND MANUFACTURER. COORINATE EXACT LOCATION WITH THE OWNER. PROVIDE ANY CONDUIT WIRING, BREAKER AND RELAY AS NEEDED. G-4 COORDINATE WITH THE MECHANICAL DRAWINGS FOR LOCATION OF CARBON MONOXIDE SENSORS AND PROVIDE J-BOXES AND 1" CONDUIT TO ACCESSIBLE CEILING G-5 REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR CIRCUITING, CONDUIT, CONDUCTORS AND DISCONNECTING MEANS FOR ALL MECHANICAL EQUIPMENT. EF------------------------------------------------------------------------ r-----------------------------------------� WP 6 ' -- ----- _ WP k , r----- -- --- ----- ---- LB-83 DISHWASHER DISPOSAL DISHWASHER { { LB-10 LB-12 LBr-14 r- ° 36 LB-74 { -----------------------------____--- --- -- LB-40-------+-------- ----------------------' , - i ---- i ---- - LB-40 -38 ---- �____-------- 14D �\ 7 { B-44' ALB-46 LB-48 { ENf 5 2 y, { I.. -- -j - --- - q LB-44 B.C_ L{ELITE(\ NT CAPTAIN 5 i COORDINAT R , i 2 LB-16 LB-16 "__ . .__. LB-8 LB-63 DINING OFFICE { L�-46 L�- - LB- , RD OFFICE L1-f48 E OFFICE FIRE 1�USEUR� LOBBY ' WP B_21 1 S ' LB-28 LB-36 1��� LB-4,4 - 1 'I 2 1 10 41 LB-48 10S ��,O 101 +52" WEIGHT ROOM LB-42 , i 42 TO' { __--_> >t 1 1 6 , i ; LB-50 -� [{ i 34 f� i - 19 + (TYP;) LB-48 5 LB-74 k ' �u ' 12 0 , GE _ I� J {� DISHWASHER LB-28 LB-40 �� LB-40 �LB 40 -41 LB-46 LB-50 i , ! 2# LB-4,6#1 OG., r--� r Lam, Lr -, 2r- B-2 34 LB-30 7 .. 7 �,-. __ ..LB-84 ? LB-76 LB-7 WP -----j I I L.-----.-._-..--___----.---.-.---_----_---.----.--.---.-.---.- LBr-83 i i i i , i i i , , , , i , i , i i k , i i i i i k , , k k i i i i k , i ! g ! i i i i U::T aZT �E k L---------- ------ ' WP 14t� { LA-84 ------------------------- S.E. RATED MAIN DISCONNECTING MEANS. =F LB-.0 ®log �I I IWp A- VERIFY HEIGHT WIT14 ARCHITECT PRIOR TO INSTALLATION ------------------------------------ i +52"ALASS - Log v � � WP --------------- ---------------- --------------------- j 14 ! { LA-63 EF FLOOR PLAN (1ST FLOOR) - POWER SCALE: 1/8" = 1'-0" Y. ..t..................... REX DRAKE ............... t............t..Y 90630 L v Y w .5 � f✓ �co � � m vj 3 s N 17 % r 0 A 0 0 �3 z .o LXL i Z Z 0 0L r Q 0 V) V) Z W rvo T V U. W J J 0 U r- N Ln 3 C 0 O CON m zui oo Z V a 0 Q i V O CL GENERAL NOTES: G-1 UNLESS NOTED OTHERWISE, ALL RECEPTACLES LOCATED IN 1ST FLOOR SHALL BE MOUNTED AT 48" AFF. G-2 SURFACE MOUNTED CONDUITS SHALL NOT BE PERMITTED. G-3 READER CONTROLLER TO BE: DSX-1048PKG INTELLIGENT 8.DOOR PACKAGE (1) 1040E ENCLOSURE (4) 1042 CONTROLLERS (1) 1040 CDM COMMUNICATION DISTRIBUTION MODULE (1) 1040 PDP POWER DISTRIBUTION PANEL READER MODELS TO BE: 1. THINLINE it 5395 4" WALL SWITCH READER 2. PROXPRO 5355 8" PROXIMITY READER G-4 CONTRACTOR TO COORDINATE EXACT INSTALLATION REQUIREMENT WITH THE OWNER AND MANUFACTURER. COORINATE EXACT LOCATION WITH THE OWNER. PROVIDE ANY CONDUIT WIRING, BREAKER AND RELAY AS NEEDED. G-5 CONTRACTOR SHALL PROVIDE ALL ELECTRICAL DEVICES FOR ALL HVAC EQUIPMENT. KEY NOTES: 10 VERIFY EXACT LOCATION OF RECEPTACLE WITH OWNER. O2 VERIFY MOUNTING HEIGHT WITH OWNER O3 WHEN THERE IS AN EMERGENCY ALARM. REFER TO DETAIL AND CONTACTOR SCHEDULE ON SHEET E1.3 FOR CONTROL AND SEQUENCE OF LIGHTING, PUBLIC ADDRESS SYSTEM, KITCHEN OVEN, RANGE, OUTDOOR GRILL, AND MECHANICAL/EXHAAST FAN EQUIPMENT. ® FOR BATHROOM EXHAUST FANS AND JANITOR EXHAUST FANS REFER TO LIGHTING SHEET E2.1 FOR CIRCUITING AND CONTROLS. (TYPICAL) 50 DENOTES DOOR BELL RINGERS. DOORBELL SPECIFIED BY THE CITY OF SOUTH PADRE ISLAND AND THE SOUTH PADRE ISLAND FIRE DEPARTMENT. COORDINATE INSTALLATION REQUIREMENTS, INCLUDING WIRING, POWER FOR AMPLIFIERS AND RINGERS WITH THE CITY OF COLLEGE STATION. CONNECT ANY REQUIRED POWER TO CIRCUIT LA-65 WITH 2#12, 1#12G IN 3/4"C. ® DESK AREA IN SLEEPING ROOMS TO HAVE (2) TELEPHONE RECEPTACLES AND TWO DUPLEX RECEPTACLE. PHONE RECEPTACLES TO EACH HAVE 3/4" EMPTY CONDUIT, WITH PULLSTRING, TO ACCESSIBLE CEILING SPACE. NOTE THAT EACH PHONE OUTLET TO BE A SEPARATE BOX AND SHALL NOT BE COMBINED IN ONE BOX. DUPLEX RECEPTACLE MOUNTING HEIGHT AND LOCATION TO BE DETERMINED BY OWNER IN THE FIELD. BELOW THE DESK, PROVIDE (2) TELEPHONE AND (1) DUPLEX RECEPTACLES. (1) DUPLEX RECEPTACLES SHALL BE MOUNTED 6" ABOVE DESK. CONNECT ALL RECEPTACLES ON CIRCUITS SHOWN. DESK POWER AND (2) PHONE OUTLETS ARE SHOWN AT CURRENT LOCATION FOR READABILITY. REFER TO ARCHITECTURAL DRAWINGS AND ELEVATIONS FOR MORE DETAILED INFORMATION. MOUNT UNDER LEFT SIDE OF DESK (TYPICAL). VERIFY ALL WITH OWNER IN THE FIELD PRIOR TO ANY INSTALLATION OR ROUGH -IN. O7 ALL RECEPTACLES ON UPS (PANEL "EM") SHALL BE ORANGE WITH WHITE COVER PLATES WITH LABELED COVER STATING "UPS". (TYPICAL) ® ALL JUNCTION BOXES OR BRANCH CIRCUITS ON UPS (PANEL "EM") SHALL BE LABELED IN PERMANENT INK AS "PANEL EM" WITH CIRCUIT NUMBER AND TYPE OF LOAD E.G. "LIGHTING, RECEPT, ETC." (TYPICAL). O9 ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL RECEPTACLES WITH MILLWORK. 10 CONNECT VARIABLE VOLUME TEMPERATURE DAMPERS VVT-A THROUGH VVT-C7 TO 20/1 CIRCUITS AS SHOWN IN PANEL SCHEDULES. PROVIDE 120V-24V TRANSFORMERS AS REQUIRED. PROVIDE 1 TRANSFORMER FOR EVERY (5) DAMPERS FOR THERMOSTAT POWER AND ACTUATOR CONTROL. 11 JUNCTION BOX FOR SLIDE POLE POWER. PROVIDE GFI BREAKER FOR EACH CIRCUIT. COORDINATE EXACT REQUIREMENTS WITH POLE GATE MANUFACTURER AND PROVIDE AS NECESSARY PRIOR TO ROUGH -IN. COORDINATE LOCATION WITH ARCHITECT. rl /"lnn MI A K I InKIn rl /'\nn\ I)/_11A/rl) SCALE: 1/8" = 1'-0" ............... 6........ REX DRAKE I...... .0630 ...,�........ _ 9 PJ c ycc W n n 5 W ryp � G ^ H r ko a 0 r, a z V X Z Z O 0 Z W ad uj V — U. W J J 0 U Z 0 0 W ce O N O 3 C Q DC O N O 0 co Z QV 9 u Z V CWL GENERAL NOTES: G-1 COORDINATE LOCATIONS OF MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE. KEY NOTES: O 75VA CONTROL PANEL TRANSFORMER FOR VARIABLE VOLUME TEMPERATURE SYSTEM. CONNECT TRANSFORMER TO CIRCUIT LA-80. SCALE: 1 /8" = 1 '-O" ... icu a r � M iin O LU to •� h H N 0 ...1 00 In O C? M O N zo z V R+ Z O O 4 Zw V - LL W �I J O V Y Z O W � O N O Ln O � N O m Z Q m V Z ~ O a E3*3 m Z(,-� FLOOR PLAN 1ST FLOOR - FIRE ALARM SCALE: 1 /8" = V-0" 3 N 9 0 z ............................ REX DRAKE 90630 cn o r w { U .4 C � ry`cn co c w Q �' o0 �P M 0 O .a Z J as I Z z 0 O O Z W Uj V - LL. W J J 0 V N z 4 N W O N O LK O 3 p�► _ 00 �G N m cmZ 0 3 W < a FLOOR PLAN (2ND FLOOR - FIRE ALARM 40 n, SCALE: 1/8" = 1'-0" r- 3 N 9 0 z .:.�....................... °�REX DRAKE ..90630 �i aw � CJ M M i�3 17 w R +y cq m G� M 4 M O U W Z 0 0 0 zW W V U. W J J 0 U N z Q N W O N O LK 3 O O � q O CG N m m z z 0 U ce 0 a f L erf ut O . uj N GI M O M _O i zo z �oU+ W X F- 014, 0 0 F- (A 0 V) Z W w V LL W J J 0 U Z 0 0 N O 3 O Q m m Z O Z : U3 V Nd U W A�) FLOOR PLAN(3RD FLOOR - FIRE ALARM SCALE: 1/8" = 1'-0" E4*3 FLOORSCA�R PLAN �IS �TF FLOOR SPEAKER �AK E .............. .... REX DRAKE 0630 c7l "000 LLJ 18 00 ,.Zzr 2 CIA) O z 0 0 F- 0 V) z LLJ oe LU U JU. 0 u CA z 0 V- 0 L6 DC ui u Uj 0 FLOOR PLAN 2ND FL00R — SPEAKER L � W of .n BO uj W H c n.m ch v v a M O M O N z E X F- Z Z O 0. �- Q o cn ZW E GC VLLJ LL E J O V CA Z c H O N 3 � O O O 0► r 0 �j CSC m m °z O Z 0 V 0 � 0 0 5f 0 FLOOR PLAN (3RD FLOOR) - SPEAKER SCALE: 1 /8" = V-0" 1 ,REX DRAKE .., 66630 t tb M CJ7 � M � W Q� 0 cn 0 a� Z `X i Z Z p O I- F- O (n W ce W V U. ,V j ..j O V V9 .Z O r O N O Ln 3 O V- m i3 m Z Q z U � L Q � V O I 1 r i ,l i RI CHA RD CARTER SURVEY, A — 8 CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS sOuwwsr UNE OF THE ORIGINAL 5.44 ACRES TRACT ML 261, PAGE 188 (DRBCT) N01R7H1WST UN, OR/GYNAL 544 ACR ML. 261, PAGE 1W MARY SENEI MA HOL'E/�B' FWAV IRONh� SI TE BENCHMARK ALUMINUM CAA STAMPED "LpS-109" SET IN CONCREM ELER = Ma84' i NUM DELTA ARC I RADIUS BEARING DISTANCE C1 90'35'18" 55.34' 35.00' IN 88'52'15" E 1 49.75' NUM BEARING DISTANCE L l S 44 `21 '59' W — 2.75' L2 N 45',38'28"W 0.77' NORTHEAST UNE OF THE IRAMC STGNAL 4c+ CNOINAL 544 AOWS 77?ACT l WL, 26 , PAGE 188 (DR607) SITR GNAL BOX {GOLDEN CORRAL RESTAURANT) C, 329, 70.0 At OPM POTENTIAL 'R.aW. STY BOO) ��� * 5 / • _ 298 ��, u` g \ NE FOR TARROW STREET e331- MANHOLE APPROXIMAAF R.0. W UNE PER worR.aW. MAPS G4� ` ` 1 it 00 FOR F,Af. HIGHWAY NO.. 160 CA 2 c, , / •- '' i � t I I 1 l; I „Try 331.5 FOUND I rti/f IRON •/ . ® t J I / 1 I/ AU 18 BEOW' GROLW suRFACE 4RT1` wsr LINE OF RAIRIE 14EW HA70HTS SYIMW 21" ELAI, 21' D.L. 9k `� '� / / / / / VQ'LJL 128, PAGE 576 (, 000r) ,/ /'4, '' /' 3, ,, • / / r f / / .wj 7HEAST UNE OF 1HE O,R/dNAL 544 ACAES TRACT VOL 261, PAGE 188 (ORBCT) ~"YAT'8510; PASS A LOT 2 Y1/� IRON ROD I / 8' "ELM, 22' D.L CE 1J POST FENCE 1, 766 ACRES 11 LOT 1 (PROPOSED) THE aTY a' couEw srAnav, Ts'XA8 I E %� ®• CO/VELICT AREA PART OF(,v7/GNAL TRACT ® / \ i i CALLED 544 Al' I y i W a006 ACRE (25D SF,) LYING BE Nsw VOL 261, PAGE 1B8" ORBCT to % THE NGfRTRwS7 LINE OF PRAIRIE WEW PROPOSW COLLEW STAMN I' 1 I' p HDaYrS SUOUW&ON, BLOCK 5 AND YNE c FIRE STAnON Na 6 k+ T /NE tiFWNA1hV � 5 �RAECr AS 0�I 4PaC 2s1, PAGE Ise —3315 — 6 + S 44�2132 ! (NOT INCLUDED) � AT 185.15' PASS A LOT 3 FCHNVV i�1Mr ;12"SCE NEARODR A 804RD FDVX COR�A�M' POST,• CA A,NPEa cARLOMACW RODVO RPGS 1562' F.E = 332:54 S N 6429YI0- E; aa5' LOT 4 .UMN AT 2-mj7; PASS A ✓ FOUND 5%8' IRCW ROD HfTH CAP STAMPED "CARWYAOWO RPLS f562' VE70ALL ,�.�' -- ` V NEAR A CHAIN LINK FENCE CORNER POST LOT 5 SANITARY SEWER BLOCK 5 STEEL-PIO%XT ` f NOU / t PRAIRIE VIEW HEIGHTS SUBDIVISION TS SUBI SION FFFYCE ENDS A MAP OR PLAT BEING OF RECORD IN VOLUME 128 PACE 516 (DRSCT) LIONS PARK, 5► THE CITY OF COLLEGE STA7TON, TEXAS PART OF ORIGINAL 7A cr LOT 6 CALLED 5.44 ACRES VOL. 261, PAGE 188 (DRBCT) SANITARY SEWER MAAWME 'A' (dMNHOLE- CUVER REVS MJ 319 Q F"D 1 IRav ROD; A FOLNO 5/VO IRON ROD (LEANING) BEARS S 6@y6'36' E, a t LOT 11 LOT 10 LOT 9 LOT' 8 44429'59„ E 333.08, 1/2' IRON ROD fwNUN/f FENCE LOT 7 OVcl Q-EU/1. 1 SCALE.• I' = 5' FOUND 318- IRON ROD (MT. SHOT AT BASF) TRUE WRW TRUE TO MD = 2W 45' TRUE Tn MAQNEnC - 331' SCALE.* I" 30' / / 30 •/ •/ GRAPHIC SCAE - FEET WMITY MAP 007 rO 10 B TX + COLLEGE A� NMN STATION, TX SPRI G 1. THE BEARINGS SHOW HEREON ARE RELATIVE TO TRUE NORTH FIBER OPTIC AS 087AINED BY GPS OBSERVA 770)VS, OBSERVED A T LA TITUDE CABLE MARKER 30'.3756.97" N - LONGITUDE 9679'44 42" W (WGS-84). @ MANHOLE 2. NO PART OF THE SUBJECT PROPERTY LIES W THIN THE SPECIAL 0 PROPOSED LOT CORNER FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (FIRM) AS COMPILED 8Y THE FEDERAL EMERGENCY ELECTRIC POLE MANAGEMENT AGENCY NA 77ONAL FLOOD INSURANCE PROGRAM, COMMUNITY PANEL NUMBER 48041C0142 C, EFFECTIVE' DATE 'm Y pq WATER VAL IA: 2, 1992, CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS ABANDONED W47ER VALW 3. ELEVATIONS SHOWN ARE RELA77VE TO NA VD-88 USING CITY OF SEWER cwmour BRYAN BENCHMARK GPS - 109, ALUMINUM CAP SET IN TOPO LOCA 77ON CONCRETE PUBLISHED ELEVA 77ON = 330.84 :' LIGHT POLE 4. SUBJECT TO EASEMENTS,- CONDITIONS, COVENANTS AND -c- STREET Y6W RES7R1Cnow STATED OR SHOWN` HEREON, AND ANY OF RECORD ►HHICH MA Y BE APPLICABLE. E---- GUY ANCHOR BACK OF CURB/GUTTER 5. THE SUBJECT PROPERTY IS ZONED R-1 (SINGLE FAMILY --- — GONCRE7F RESIDENTIAL). -- -- — TOP OF SLOPE --------- TOE OLhVE* E 6 SETBACK LINES AND DIMENSIONS SHOWN ARE PER CITY OF COLLEGE STA77ON ZONING REOUIREMENTS FOR THE RESPECTIVE ------- CENTERRLINE OF SCALE ZONE - -- AE - - - AERIAL ELECTRIC LINE E - U/G ELECTRIC LINE 7. A CURRENT 777LE COMM17MENT OR REPORT WAS NOT - GAS GAS LINE AVAILABLE OR PROWDED TO THE UNDERSIGNED SURVEYOR AS OF - W -- - WATER LINE TN£ DA7F OF THIS SURVEY AND 7NE UNDERSIGNED SURVEYOR DID A APPROX, ABANDONED NOT ABSTRACT 7HE SUBJECT PROPERTY. WA TER LINE SS SANITARY SEWER LINE 8. ALL APPR.OXIMA7F ABANDONED WATER LINES SHOWN ARE 18" TEL MECOM LINE DUC77LE IRON LINES PER CITY OF COLLEGE STATION U77LITY �I CHAIN LINK FENCE DEPARTMENT, f/ STEEL -PICKET FENCE 9. WE' LOCA7701vS OF UNDERGROUND I)77LI77ES AS SHOWiV ---3?B--- CDN7t�UR LINE (,MAJOR) HEREON ARE BASED ON OBSERVED EVIDENCE, ABOVE GROUND --- s2a.5--- CONTOUR LINE (MINOR) S7RUC7URES, GROUND MARKINGS AND DRAWINGS PROVIDED TO BOUNDARY LINE 7hIE SURVEYOR BY 7HE CITY OF COLLEGE STA7701V U77UTY - - - - - APPARENT BOUNDARY LINE DEPARTMENT AND BY A DIG-7FSS LOC47F REQUEST 7HROUGH F.F.E. - FINISHED FLOOR ELEVA77ON THE RESPEC77VE EN7777,ES. SEWER, WATER, AND ELECTRIC SERVICES ARE PROVIDED BY THE CITY OF COLLEGE STATION GAS S.F. = .SOIIARE FEET SERVICE 1S PROVIDED BY ATMOS ENERGY. ACTUAL LOCA770NS OF D.L. = DRIP UNE RADIUS UNDERGROUND UAL177£S/S7RUC7URES MAY VARY FROM UfG =' UNDER GROUNDLOCA 77ONS SHOWN HEREON. NO EXCA VA77ONS WERE MADE R.O. W. _ UNDER Of-WA:Y DURING THE PROGRESS OF THIS SURVEY TO LOCATE UNDERGROUND U7X171£SfSTRUC7URES AND DEPTHS. PI = POLYVINYL CHLORIDE DI = DUC77LE IRON 10. SEWER%WA MRAELECTRIC CONTACT: MARSHALL KARKOSKA, DR8CT = DEED RECORDS Of U77LI77ES DEPARTMENT, PHN.• (979)-764-3660 BRAZOS COUNTY, .TEXAS _GAS CONTACT.• A7MO5 ENERGY, CUSTOMER SERVICE, PHN: MANHOLE -A - (PT. NO. l87) (NO? rb saw TOP RIM REV - 33431' (ro as MY 17?) Ir r r• -tw + r; 61 PM MANHOLE M (PT. NO. 135) (N07 R7 SLALE) TOP RIM ELEV = 334.94' SEIwR CLEANOUT (PT. NO. 371) poor n, =4 rOP PVC C&1AR, alnf' LYEANLN/T ELEV a 332.80' ELEI. _ 352.55' VISTANCE SWOWV IS FRZW THE FL AT THE Top of THE CLEANOUT• ALONG THE PIPE 79 THE FL, AT THE POINT 5HOW1V (PRE L IMINA R Y JON E HODDE, RPLS NO 5197 DATE- JUL Y 22, 2010 THE PURPOSE OF THIS DOCUMENT IS FOR PRELIMINARY REVIEW OAk Y. PRELIMINARY, m1S DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. W a Na 6029 (BRW ARCHITECTS 6029/BRWARCAM=DW1XAfEW) Hodde & Hodde Land Surveying, Inc. Professional Laud Surveying 613 E. Blue Bell Road:. Brenham, Texas 77833 979-836-5681 . 979-836-5683 (Fax) www, hoddesurveying.com V) z 0 in w GC OO O N d' O O 3 � O Q I I N m z m O z o LLJ W_ = O w 0 0 V ems.. C1,60 UNIVERSITY DRIVE KEYNOTES NOTE: POSSIBLE REMNANTS OF FOUNDATIONS EXIST WITHIN SUB -GRADE. LOCATE, REMOVE, FILL, AND COMPACT SOIL PRIOR TO CONSTRUCTION. 0240.10 REPLACE EXISTING TO MEET ADA STANDARDS --------------------------------------------------------------------------�\ ` 0240.01 . 21 "CALIPER 49 t "+ I • I • • X f I I I 1 �=» _� _» ,_� X � --Nr --Nr-•4-Mr -M -Nr -rwr --�w► -I-iwr -M► -rMr -alr -N► -�-�r - 107728 x x x x 38096 x 38095 x 38094 x 38093 x 38092 x C-1 R-1 R-1 R-1 R-1 R-1 I i (ASKARI ASKARI SYED BRUCE UNGER & x JAMA ABDIA & BROWN HERNANDEZ SYED HASAN HASAN J.T. FLETCHER I MALYUN M AHMED DENNIS & PEGGY I VICTOR & JUANITA I x x x x x—X—X—X—X X—X—X K X—X—X—� x 38091 I I I C 1 x x x ASKARI SYED I I ( I I i I ( HASAN x 1-------------1-------------L---------------------------------------L------------1------------- x x x x x ------------L----------------------� 1 L;cm" 1" 0 20'-0" CM PLAN TRUE rioRni rioRni DIVISION 02 - EXISTING 00N01't M (70 REMAIN, U.N.O.) at DEMOIJ71ON 0240.01 REMOVE EXISTING TREE 0240.10 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK 0240.41 REMOVE EXISTING FENCE 0 N LL .= U o V_ u.w O O <C O LLJ m z o¢ c o v = Z t.. 3210.30 6 0330.14 0320.06 R' 3 HERRINGBONE BRICK PATTERN NON REFLECTIVE WHITE PAINTED TEXT ° FIRE LANE TO BE MARKED IN AN 0330. 2 - - N © (REPEAT EVERY 35 FT.) ACCEPTABLE MANNER TO CSFD. 4 BARS oo 0330.02 00 I�t F � R ' 3/4" X 18" SMOOTH EXP. ,. , DOWELS NON REFLECTIVE - RED PAINT RB CUDUAL SDO01 PAVEMENT MARKING 3 1/2" = -0/1 - 2 1/2" = V-0" 0320.02 5'-0" 5' 0" 3210.09 I-, ' I I 5 SI EWAL.K DETAL SDO01 1/2" = 1'-0" 6" R:3" 3210.30 r 0330.02 -_ N 4 BARS 0330.02 3/4" X 18" SMOOTH EXP. DOWELS 6 TYP. CURB DUAL SD001 T-0" 3210.30 6" �0.06 //--R: 3" 3210.43 3210.22 4 TYPICAL SIDEWALK DETAL 3.44 SDO01 1/211 = 1'-0" 0330.02 1- '4 BARS 0330.02 3/4" X 18" SMOOTH EXP. DOWELS 8 TVP. CURB DUAL. SDO01 1/2„ _ 0550.75 z 0330.26 � 1 / 3210.22 0330.01 0320.03 0320.05 0320.04 9 TW.EXPANSION JOINT S0001 M BOLLARD DETAq. SDOD, 1/211f = Y-Ou 7 1/2" = 11-011 UNI VERSI TY DRIVE GAS ON CONCRETE PAD INSTALLED BY CONTRACTOR 2620.01� RUN TO ROOM 111 O.C.E.W. I "M. COMOL JOINT SD001 CONCRETE PAD PAD DETA�. SDoo, SITE PLAN 11 1/2" = -0" lo 1/2" = 1'-0" 1 = 20'-0" 14 �15A.1 -� 1010,34 3230.40 ER COATED 0790.01 0470.06 1" TYP. 4f -» 56 -�4P L 0790.01 0320.06 F 3340.18 3210.09 5'-4" m G GAS ;ram to ,a - AE AE PLAN 'RUE NORTH NORTH 3210.27 3210.30 3210.09 3210.22 0360.01 1070.03- 12" x 18" 6 +- 12" x 18" HEAVY 3290.27 No HEAVY DUTY DUTY 18GA. 3120.02 019��11 1070.06 00 a' 0420.03 P3 r 3210.49 ►%� 0420.02 N 18GA. STEEL STEEL SIGN. 0550.38 0360.03 N N ff 1t SIGN IS 3/64 TYPE 2 2650.17 0330.01 SIGN. SIGN IS 3 8 3 8 \ �C� '��� �� s000, { 3120.04 \ \ 1 3/64 THICK \ / / M THICK AND 12 �� _ �_ �� 0330.01 3210.45 0360.03 ]TIC-4 AND SPRAYED SPRAYED WITH 1/21 03290.27 3290.38 0330.01 r;;CO i WITH A `O �P1 A EGGSHELL -0 °' 5 -0 a ' 6 -0 3210.27 RUBBED --�S 1 EGGSHELL _ FINISH POWDER ° °° 3210.09 334D.18 3340.13 s - :ry' T ° ° ° ,<0310.02 NiFINISH P3 d' `t COATED PAINT R'�..'P . ° a aoRAMF P3 ' .LEFj POWDER AND BAKED ON.0790.01".COATED°° 6 6- m -I I PAINT AND HANDI A E�`'�- _ BAKED ON `_1- t - 3370.09 = - N 1 co I - 1 t 5 C1. V'' "V J I PARKIN I'c 3210.48 , 0 ffnclI• o 0 0 0 0 0 0 0 0 ooQooQooQoo�ooQoo QooQooQoo ooQoo o - 1 w o :4� VAN ACCESSI E . I N d ri td \\ r DIA. I 1' -4" TEXT STYLE: TEXT STYLE: ARIAL BOLD P1=ANTIQUE WHITE SW 6119 ARIAL BOLD 3290.100 0610.19 3210.09 P2=UNIVERSAL KHAKI SW 6150 3/4" 3160.01 P3=DOVER WHITE SW 6385 3210.30 Pw MAL:SDO12 POLE DETA�.A ,,001 �� SDO01 � 4N m� SD001 SIGN DffA SD005 CAL �C. C�R�SDO04 1T1/2"1'" 16 1 2" 1'-0" 15 1 2"1'-011 15A 1/2" = T-0" 14R3C-l// =/1 1 //_ „I / 0 3 1/4 1 0 1070.03 3290.38 ff BASED ON CONSTRUCTION TYPE VB AND THIS PROJECT SITE IS LOCATED IN ZONE 'Y' WHICH 1f-o SQUARE FOOTAGE, THE FIRE FLOW LIES OUTSIDE THE 500 YEAR FLOOD PLAIN. THE 1070.06 3290.03 REQUIREMENT IS 4250 GPM. THERE IS A NEAREST 100 YEAR FLOOD ZONE, AS DETERMINED 3210.49 3120.01 50% REDUCTION IN THE FIRE FLOW BY FEMA, IS ZONE A. THIS FLOOD ZONE IS TYPE 2 - REQUIREMENT FOR SPRINKLING, SO THE LOCATED APPROXIMATELY 1300' NORTHEAST OF THE 9 f y 3210.45 3210.45l� FINAL FLOW IS 2125 GPM FROM 2 FIRE SITE. THIS INFORMATION WAS OBTAINED FROM THE 3210.09 �' HYDRANTS WITHIN 450-FT OF EACH OTHER. NATIONAL FLOOD INSURANCE RAE MAP, PANEL 142 3120.02 , r OF 250 MAP NUMBER 48041 CO142 C. 3290.29 IRRIGATION SYSTEM MUST BE PROTECTED a.'•°. °'de QV CITUCD A 00CCcI IOC \/A(V it IAA oocnVCD t. • • I ..w d f 1 d° F2 G ; ,C F7 - NON REFLECTIVE ��,r' .a,,�t; " "r 7' �- (I WHITE PAINT(TYP) z TO CL - Pr n I UNDERGROUND s If, ;I:9 DETENTION -� - - - - - - - w; Y PAINT FOR CHANNELIZ/ MARKING : FLAGPOLE DETA�. SDD,2 DRAIN DETAIL SDOD1 BIKE RACK SD00& PA LQD001 221/2„ = 21 1 2„ = 1,_0// „ _ R 19 1 2„ = / �O 1 - 1 0 / 11-011 Eby ti:'yt rC4Ay9 Tr [3 RED IRED 0 +2' © +T C3 +V NOT RFe_.T1!1!RED PARKING ISLAND REQUIREPARKINGDISLAND (36 SPACES/ 15)*180 SFT = 432 SFT SFT PROVIDED (200 + 205 + 243 + 665 PARKING ISLAND + 207 + 986 + 219) SFT = 2721 SFT NOTE FIRE FLOW BASED ON 475 GPM NFPA 13 UTILITY DEMANDS AVERAGE MAXIMUM WATER 40 GPM 68 GPM SANITARY SEWER 15 GPM 85 GPM KEYNOTES DIVISION 02 - EXISIING CONDITIONS (710 REMAIN, U.N.O.) do DEMOLITION 0220.08 EXISTING CONCRETE SIDEWALK 0220.100 EXISTING TRAFFIC SIGNAL TO REMAIN 0220.26 EXISTING FENCE 0220.31 EXISTING UTILITY 0240.05 SAWCUT AND REMOVE EXISTING CONCRETE CURB. PATCH AND REPAIR PAVING AS REQUIRED 0240.41 REMOVE EXISTING FENCE DIVISION 03 - CONCRETE 0310.02 3/4" CHAMFER 0320.02 STEEL REINFORCING (RE: STRUCTURAL) 0320.03 DOWEL SLEEVE AND END CAP 0320.04 DOWEL SUPPORT 0320.05 3/4" X 2'-0" SMOOTH DOWELS 0320.06 DOWEL 0330.01 CONCRETE (RE: STRUCTURAL) 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 0330.14 ARCHITECTURALLY FINISHED CONCRETE 0330.16 INTEGRALLY COLORED CONCRETE 0330.22 SAWCUT CONTROL JOINT 0330.25 PIPE SLEEVE 0330.26 ANCHOR BOLT 0360.01 LEAD CAULKING OVER WATERPROOF CEMENT GROUT 0360.03 FILL WITH GROUT DIVISION 04 - MASONRY 0420.02 HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY 0420.03 4" FACE BRICK 0470.06 CAST STONE CAP - PIN BOLT CONNECTIONS DIVISION 05 - METALS 0550.38 PIPE SLEEVE 0550.75 6" PIPE BOLLARD DIVISION 06 - WOOD, PLASTICS, & COMPOSITES 0610.19 WOOD WEDGE DIVISION 07 - THERMAL & MOISTURE PROTECTION 0790.01 SEALANT WITH BACKER ROD AS REQUIRED 0790.11 EXPANSION JOINT DIVISION 10 - SPECIALTIES 1010.33 POLE MOUNTED SIGNAGE - "H.C. PARKING ONLY" 1010.34 POLE MOUNTED SIGNAGE - "VAN -ACCESSIBLE" 1010.57 CUSTOM LASER CUT EXTERIOR METAL SIGNAGE 1070.03 GROUND -SET FLAGPOLE 1070.06 FLAGPOLE CLEAT DIVISION 11 - EQUIPMENT 1140.10 ICE MACHINE CONDENSING UNIT DIVISION 12 - FURNISHINGS 1250.03 BENCH 1290.01 PRE -MANUFACTURED METAL BICYCLE RACK DIVISION 21 - FIRE SUPPRESSION (RE: PLUMBING) 2110.02 REMOTE FIRE DEPARTMENT SIAMESE CONNECTION DIVISION 26 - ELECTRICAL (RE: ELECTRICAL) 2620.01 CONDUIT 2630.01 EMERGENCY GENERATOR 2650.17 LIGHT POLE / FIXTURE ON CONCRETE BASE DIVISION 31 - EARTHWORK 3120.01 GRADE 3120.02 COMPACTED SELECT FILL 3120.04 EARTH 3160.01 CONCRETE PIER (RE: STRUCTURAL) DIVISION 32 - EXTERIOR IMPROVEMENTS 3210.09 4" CONCRETE SIDEWALK WITH 03'S AT 18" O.C.E.W. 3210.11 ACCESSIBLE CONCRETE CURB RAMP WITH INTEGRAL COLOR CONCRETE AND TACTILE WARNING SURFACE 3210.18 CONCRETE GENERATOR PAD 3210.20 CONCRETE CONDENSER PAD 3210.22 PAVING EXPANSION JOINT - FILL WITH JOINT SEALER 1 /4" BELOW SURFACE 3210.27 BRICK ADA WARNING PAVER 3210.30 6" CONCRETE CURB (RE: CIVIL) 3210.33 4" PAVEMENT MARKING (DIAGONAL STRIPING AT 2'-0" O.C. TYPICAL) - 3210.35 FIRE LANE STRIPING PER CITY REQUIREMENTS 3210.37 WHEEL STOP (6'-0" LONG). DRILL AND DOWEL INTO PAVING 3210.40 6" CAST -IN -PLACE CONCRETE PAVING WITH #4'S 1'-0" O.C.E.W. OVER COMPACTED SUBGRADE 3210.41 8" CONCRETE PAVING WITH #4'S ® V-0" O.C.E.W. OVER COMPACTED SUBGRADE 3210.43 LIGHT BROOM FINISH TYPICAL 3210.44 STEEL TROWEL FINISH TYPICAL 3210.45 CONCRETE 3210.48 CAST -IN -PLACE CONCRETE WITH SIX #5 VERTICALS WITH #3 SPIRAL TIES ® 16" O.C. 3210.49 BRICK PAVERS 3230.38 DECORATIVE METAL FENCE 3230.40 4" X 4" STEEL TUBE POST 3230.59 SITE WALL (RE: CIVIL) 3290.03 1 /8" X 4" METAL EDGING 3290.100 PVC DRAIN 3290.27 BEDDING SAND 3290.29 STEEL STAKE 3290.38 RIVERSTONE DIVISION 33 - UTIUMES (RE: CIVIL & MEP) 3310.01 FIRE HYDRANT RE: CIVIL PLUMBING 3310.07 BACKFLOW PREVENTER RE: CIVIL PLUMBING 3330.01 GREASE INTERCEPTOR 3330.05 SANITARY SEWER MANHOLE (RE: CIVIL) 3340.13 FILTER FABRIC 3340.14 STORM WATER MANHOLE / COVER 3340.18 GEOTEX11LE TURN UP AT SIDES TO COVER PAVERS 3370.04 TRANSFORMER WITH CONCRETE PAD PER POWER COMPANY REQUIREMENTS 3370.08 BARE COPPER GROUND 3370.09 COPPER GROUND ROD (8'-0" LONG) 3380.01 RADIO TOWER AND CONCRETE FOOTING GENERAL NOTES 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY RIGHT OF WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE 2. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 3. ALL SIGNAGE MUST BE PERMITTED SEPARATELY. LEGEND PAVER TYPE 1 ACME BRICK IRONSPOT, 8" X 4", ENGLISH EDGE PAVER TYPE 2 ACME BRICK FULL RANGE 8" X 4" ENGLISH EDGE 4qv�, 4I -.v- tl�, ` AY 26 2011 f 1 HERI6 SERVICES N r o � o < `° o 3 Q p r-- o m N o cm m Z Or m v Z 0 U Lu W V 0 -% 0 V a ii C1.1 c 3 PATIO WALL. ELEVATIORD009 1/4" = 1'-0" 2 PATIO WALL ELEVATION SDO09 1/4" = 1'-0" N 0470.01 N N N 0470.01 PROFILE: I , , .- PROFILE: I 0550.50 - 0550.50 WRAP STEEL °' 00 C° WRAP STEEL El I 0510.03 0510.03 0470.01 PROFILE: J 0470.01 0470, 01 PROFILE: J PROFILE: J 105'- "' 10470.01 05'-0"'_ PROFILE: H 0470.01 - � YT.O. STONE O T.O. STONE 0470.01 - = TT 0470.01 - _ 102'- _ CD PROFILE: I o YT.O. T TY 0. STONE 0470.01 0470.01 = _ _ _ _ _ PROFILE: I IT.O. STONE _ O 00 �_ T DO_ OO_ 100'-0"Fg� woo100'-0" �TO TOOT 0 TO�TTT�T - T.O. CONCRETE T.O. CONCRETE 0470.01 PROFILE: H 5 PATIO1/4 WALL ELEvATIOI D009 4 PATIO WALL EL EVATION SDO09 0470.06 0550.50 PROFILE: I 0420.24 0470.06 WRAP STEEL 1' 2'-0 of PROFILE: I 0510.02 1" SLOPE 1" " SLOPE " SLOPE 0710.01 �0790 01 --�- SLOPE 20420.18 2_ 105'-0" 0470.01 ..•.• .._ _ - - - _ - - - - T 0 T.O. STONE PROFILE: J �:...,u' STONE I a ';' T.O. STONE 3210.45 " 4 "}` 0470.01`= 0420.01 0360.03 = PROFILE H '_ 2'-0" 0470.06 0420.01 _ �'"' 0420.24 PROFILE: ,:a 0440.07 0440.07 1 " 1 " 0420.14 0360.03 - ;cP, 4 4 0420.18 y <; 0420.02 = 0790.01 2" SLOPE 0420.02 0420.02 0420.01 - - 0420.01 +T 2._8» • • • ��Ioi i ■�� ma ■�� ® ■ � 0470.01 PROFILE: H 00110 1No WE! No • o0760.0 go �i, i • • i' • !4 0330.05 M-0 - • ! • • I. 4'-2» 9PATIO WALL SECmKD009 1/2„ 061 '-8" T.O. STONE �106'-0" _ T.O. STONE 2'-4„ 0470.06 0440.07 15'-8" 2'-O„ 8 PATIO WALL 9E 0 D009 1/2" = 1'-0" 44 N N , U 00 I. 2'- " I, 7 PATIO WALL. SECTIOtND009 1/2" _ '- " J4106'-8" ii T.O. SS -TONE 1 T.O. FENCE Y T.O. CONCRE %!I ■ ' _ 0 �' ■, . , I j T.O. STONE 0420.01 i 0440.07 0710.01 042Q.24 _ 100'-0" T.O. CONCRETE o�so:o1 3120.04 0330.05 _ 3120.02 6PATIO WALL SECTIONDD09 1/9", = l'-fill" - 0470.06 0440.07 15'- .. �: t■v:-e Kam:■ t oTc�l a■� T:■ I i I I I I I II I I I i 0570.10 ----- �- -----� - 1----- 1 r- � r- � r- � 3230.42 I C I r- � I I I I I ___ ---------j L----------I L---------i �. 01 SCREEN WALL ELEVATION SD009 SCREEN WALL ELEVATION SD009 1 1/4" = 1'-0" 1/4" = 1'-0" its Vt 1„ 106'-8" Lc 106 -8 _ _ T.O. STONE y: 106'-$„ 106 -8" - - 106 -2 _ _ ;�C _ Y T.O. STONE 470.06 T T-ONE 0470.06 T.O. STONE _ � 0470.06 106'-0" OFILE: D <` ``:~` PROFILE: D 4106'-0" T.O. POST - 440.07 I 0440.07 T n crnl\19' 0' ■� 3230.42 T _ 0330.01 a �� Imo■ T� 230.45 570.10 230.38 0'-0" - k100�'-0" j100�-0" _ CON J. CONCRETE ! - Y T.O. CONCRETE-'=��-' ' T.O. CRETE --�1 1=1 11 1= f =1 I I a I 11= 1=1 11 1=11= C F _TI I° �� •III- I I- I I -1 I -_=_= =1 I =1 I I=1 11= I=1 =11= I=1 I I=1 1= SEC SCREEN WALL SECTION09 WALL n0N09 201/2" = 1'-011 19,SC3tffN1/2" = 1'-0" COORDINATE REMOVAL WITH OWNER T100'-O" _ T.O. CONCRETE RE: CIVIL 1/2" = 1'-0" 1 PATIO WALL PLAN SDO09 1/4" = 1'-0" 00 SCR WALL DUAL M009 SCREEN WALL. W-AL0.9 11 1" = 1'-0" 101 AV = 1'-0" COORDINATE REMOVAL WITI- OWNER PATIO WALL M7A�. SD009 PATIO WALL MAC.. SDO09 PATIO WALL MAA. SDDD9 ill= 11_0„ 151„ = 1,_0„ 141„ = 11_0„ KEYNOTES `,, I I DIVISION 02 - EXISTING CONDITIONS U.N.O.) do DEMOLJ110N 0220.26 EXISTING FENCE DIVISION 03 - CONCRETE 0320.02 STEEL REINFORCING (RE: STRUCTURAL) 0330.01 CONCRETE (RE: STRUCTURAL) 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 0330.05 CONCRETE GRADE BEAM (RE: STRUCTURAL) 0360.03 FILL WITH GROUT DIVISION 04 - MASONRY 0405.02 MORTAR NET 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0420.02 HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY 0420.10 4" CONCRETE MASONRY UNITS 0420.14 8" CONCRETE MASONRY UNITS 0420.18 12" CONCRETE MASONRY UNITS 0420.24 VERTICAL REINFORCING IN CONCRETE MASONRY UNITS (RE: STRUCTURAL) 0440.07 STONE VENEER 0470.01 CAST STONE 0470.06 CAST STONE CAP - PIN BOLT CONNECTIONS DIVISION 05 - METALS 0510.02 STEEL COLUMN (RE: STRUCTURAL) 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0550.50 PRE -MANUFACTURED, PREFINISHED ALUMINUM PLATE COLUMN COVER 0570.10 3/4" DIAMETER SOLID STEEL VERTICAL PICKET DIVISION 07 - THERMAL & MOISTURE PROTECTION 0710.01 BITUMINOUS DAMPPROOFING MASTIC 0760.01 THROUGH -WALL FLASHING (WITH WEEPS AT 2'-0" O.C.) AND MORTAR NET 0790.01 SEALANT WITH BACKER ROD AS REQUIRED DIVISION 11 - EQUIPMENT 1130.10 OUTDOOR GAS GRILLE (OWNER PROVIDED CONTRACTOR INSTALLED) 1180.01 DUMPSTER (N.I.C.) DIVISION 12 -FURNISHINGS 1250.03 BENCH DIVISION 31 - EARTHWOW 3120.02 COMPACTED SELECT FILL 3120.04 EARTH DIVISION 32 - EXTERIOR IMPROVEMENTS 3210.40 6" CAST -IN -PLACE CONCRETE PAVING WITH #4'S 0 1'-O" O.C.E.W. OVER COMPACTED SUBGRADE 3210.45 CONCRETE 3230.35 POST CAP 3230.38 DECORATIVE METAL FENCE 3230.42 3" X 3" X 1/4" STEEL POST WITH ORNAMENTAL IRON CAP 3230.45 1" X 2" SOLID ORNAMENTAL IRON RAIL 3230.59 SITE WALL (RE: CIVIL) DIVISION 33 - UTILITIES (RE: CIVIL do MEP) 3340.21 2" PVC PIPE N N Q o u: V o -; Wall O 3 Q O � � N Z m 0 0 V z W V LLj O o v 0 :4:I 01j1'4Um:JwxA G WALL ME 4 ,,- 2650.23 1310.01 _ SCALLOPED EDGE 1'-8" 1" 0470.06 0470.06 1 4"- TYPE E TYPE L SLOP 0420.02 0440.07 0420.14 0710.01 0710.01 0330.01 0440.07 PNEUMATICALLY APPLIED GUNITE 3000 PSI 2210.27 - '- - m E RAD [tCRETE 3340.21 0320.02 _ #3 S 8" 0. C. - _ 3340.20 2210.26 - (-I I I ( 200 GAL. - =1 2210.28 2210.29 XTAL SD006WEM 1/9" ® V-1 AILl0 0il;3off :: 2650.19 _. 01. _RJRG1. ►� .3 j 1.3 r0 ► 3 I "? ► o� 7. v ao I v 4 C1.4 0, SIM. I I�e444444 � �;,�d�s4;;q� � lorh44yury OEMI�i9�l�l�sl�l�li J W:riC__%'/_1 I M : • MaM WALL ELEVATION _ 6 PLAZA WALL MEVATIC� if -Am 1 /dfif . if-ntl i v i -� r wrvi 0420.24 JLVt't 0340.0� T.O. BENCH-------__� TYPE X J 3290.27 0440.09 - 101'-4"_ NOTCHED ON BOTTOMII " '- " ,� ,� T.O. STONE 0610.04 1/Z 1 0 8 8 2 -6 8 8 3340.18 1010.56 - _ - 0440.07 0440.07 4" TALL - A (� 3210.49 = O o THIN STONE 0440.08 OL VARIES O440.07 - 100'-0" VARIES W/ GRADE 0420.14 YT.O. GRAB T T.O. PAVE _ _ ETE 0710.01 312 NOTE: THE NUMBERS WILL INCLUDE 1970• - - 0890.01 1980; 1990; 2000 & 2010. REFERENCE 2/C1.3 FOR CORRECT LOCATION. t : '4' 0360.03)- �� I -III -1 I I=1 I ICI •tq MTAL SD006 IA PENCH DffAL SD006 1 ol BENCH DUAL SD006 1 ' NNICH MTJ m- 3t 1A .......... n......m ,/ 3,�,' ,IP1 UR - MC.IAI.a )550.82 1 1/4" DIAMETER STANDARD ALUMINL HANDRAIL DIVISION 06 - wmo PLASIICSr & COMPOSITES a610.04 2X PRESSURE TREATED WOOD BLOCKI MAIM 07 - 7HEMM & MOISTURE PROIEM )710.01 BITUMINOUS DAMPPROOFING MASTIC )760.02 THROUGH -WALL FLASHING DIVISION OA - OPENINGS 3890.01 PREFINISHED SCREEN) FIXED ALUMINUM LOUVEF DIVISION Oa - FN INJIM )920.26 5/8" CEMENTITIOUS BACKER BOARD DIVISION 10 - SPECIALM 1010.12 CAST BRONZE PLAQUE 1010.56 CUSTOM ALUMINUM SIGNAGE DIVISION 12 - FURNISHNGS 1210.03 STATUE 1250.03 BENCH 1290.01 PRE -MANUFACTURED METAL BICYCLE DIVISION 13 - SPECIAL CONSTRUCTION 1310.01 WATERFALL SPILL EDGE 1310.02 VARIABLE SPEED WATER FEATURE PU' 1310.03 WATER FEATURE 11VISIm 29 - PL1111 ma 1'RE! PLHY NQ1 71VrJM 25 - EL UMCAL tl= ELEGlIi 2650.01 RECESSED LIGHT FIXTURE 2650.19 EXTERIOR LIGHT FIXTURE 2650.23 FIBER OPTIC LIGHT DIVISION 31 - EARIHYMORIC 3120.02 COMPACTED SELECT FILL Wood 32 - EY7ERIAR IYPRANEYENT! DIY151Q I ..,�...*.....3340.1 D 1 ' ►y'r C g As n" At ^11 At n" 1 ^" At ^it At ^11 •'1 ' T.0 FIXTURE 0 1'-4" FROM GRADE #4 0 12" OCEW 3290.27 3340.18 3210.49 5290.100 2 4 2 STAR DUAL. SDD1D 1/21I m 11-01I "�''----�- ,IIIII 1 CHIEF gam I jwff/j C54 NAME �N I�I�I�I�I�I�I�I�I�I�I�I�I� J ® I�I�I�I�I��- - • • - - • -. i I�� 1111111111111111111HE I111111111 • : • WE L • . NOTE: SEE STRUCTURAL FOR REINFORCING ETC. 4'-0" 0 SIM Lo T T.O. SLAB 0 i 1 ova" 3" ® 1'-0" 3290.27 3340.18 3210.49 It a 0 3210.30 , mv 6 PAVER Mol% SDDD, 1/2" = 1'-0" aL_ N IE RN 3/4" - T-0" R 0 i N F-1 4'-0" 1-1 4 2" - LETTERS -BOLD CITY OF COLLEGE STATION FIRE STATION NO. 6 %() .Ik1 u 5/8" LETTERS-BOLD�X 5/8" LETTERS -----"-- CRY COUNCIL MEMBEM J1 x Architact grown Reynolds Watford Archlrects, Ix. • Civil Enpina,Ang O'MWMYEngt _'Inc. • gtrucutral Engineasing Rabertsan Consuidng Engl- Machanlcai Elactrlcai "I'l- ip Enpinevinp Jordan &Skala Eng/neers, Inc. Contractor Bartlett Cock, 1" LETTERS-BOLD-2 6" BACKGROUND -WHITE NOTE: SIGN I- BASE TO BE MADE OF PLYWOOD i as a. 4"x4"x8' POST d; a ° 2'-8" 1'-2" I a 3/4' TEXT . • .EFIGH . PRAYER ON 1/2" TEXT CENTERED �! TO DUTY,GOD MAY r HE NG • SAVE SOME WHATEVER, BE ITS AGE. • HELP ME EM CHILDA LITTLE BEFORE I TOO LATE, OR SAVE SO OLDER PERSON _ FRom THE HORROR OF • ENABLE NE 170 BE ALERT AND HEAR TIME EAKEST SHOUT, EMCIENny • i i TO • •I !UT 1. Iwo I WANT • FiL MY CALLING /,. ! TO (AVEBEST IN ME, 0" TO GUARD MY EVERY NEIGHBOR « AND PROTECT HIS PROPERTY. r i IF ACCORDINGTO • '' I HAVE TO •SE MY PLEASE BLESS WITH YOUR .. i i �I MY CHLDREN AND MY WFE.�I CENTERED3/8" TEXT AUMM YNKNOWN01 I I NOTE: BRONZ4. E FINISH WITH BROWN TEXTURED BACKGROUND. ALL TEXT SHALL BE OPTIMA FONT. KEYNOTES D ISON 03 - CONCRETE 0320.01 DOWEL INTO CONCRETE SLAB 0320.02 STEEL REINFORCING (RE: STRUCTURAL) 0320.05 3/4" X 2'-0" SMOOTH DOWELS 0320.06 DOWEL 0330.12 CONCRETE BOLLARD 0330.14 ARCHITECTURALLY FINISHED CONCRETE 0330.23 CONCRETE EXPANSION JOINT - FILL WITH JOINT SEALER 1 /4" BELOW SURFACE DIVISION 04 - MASONRY 0440.07 STONE VENEER 0470.01 CAST STONE DIVISa OS - METALS 0550.36 METAL STAIR NOSING FLUSH WITH CONCRETE 0550.38 PIPE SLEEVE 0550.52 CAST IRON DOWNSPOUT BOOT 0550.82 1 1 /4" DIAMETER STANDARD ALUMINUM PIPE HANDRAIL DIVISION 07 - THERMAL & MOISTURE PROTECTION 0740.20 FIBER REINFORCED CEMENTITIOUS TRIM 0760.06 PREFINISHED METAL DOWNSPOUT (4" X 4") 0790.01 SEALANT WITH BACKER ROD AS REQUIRED 1XV0ON 08 - OPENINGS 0830.18 UPWARD -ACTING SECTIONAL DOOR TRACK DIVISION 26 - ELECTRICAL (RE: ELECTRICAL) 2650.01 RECESSED LIGHT FIXTURE DIVISION 31 - EARTHW= 3120.02 COMPACTED SELECT FILL OIVISON 32 - EXTERIOR IMPROVEMENTS 3210.09 4" CONCRETE SIDEWALK WITH #3'S AT 18" O.C.E.W. 3210.22 PAVING EXPANSION JOINT - FILL WITH JOINT SEALER 1/4" BELOW SURFACE 3210.30 6" CONCRETE CURB (RE: CIVIL) 1 /2" 3210.37 WHEEL STOP (6'-0" LONG). DRILL AND DOWEL INTO PAVING - 3210.41 8" CONCRETE PAVING WITH #4'S 0 1'-0" O.C.E.W. OVER COMPACTED SUBGRADE 3210.49 BRICK PAVERS 3210.50 12" CONCRETE PAVING WITH #3'S 0 1'-0" O.C.E.W. :- �- OVER COMPACTED SUBGRADE 3230.59 SITE WALL (RE: CIVIL) 3290.100 PVC DRAIN 3290.27 BEDDING SAND 3290.71 SODDING \ v � DIVISION 33 - UTE.111ES (RE: CIV� ae MEP) M 3340.18 3340.22 GEOTEXTILE TURN UP AT SIDES TO COVER PAVERS 6" PVC PIPE WI : STAW DUAL SD001 RAOM DUAL SDO13 11 1/2" - T-0" 5 3" ® Y-0" am 4'-0" 0 SIM 2'-8" ,LU J J� -.�( 0740.20 Jllf�l� 0440.07 16 C1.4 0 - - L --- _ 0440.07 1' 6" 12 d ° ° ={III d / �._ • _ - I 0 C1.4 -�dle) (-Idl-)-. d100'-0" _ __ 7/ _ o N 3210.50 0320.01 T.O. SLAB 0320.01 ° ° d ° 3210.22 0 g 4e: BOLLARD DETAIL V4 SDD1 s BCXLARD DETAI. S0016 3" - T-0" 1/ 3" ® 11-0" ILA Q N U- Y � O V_ Q m N m Z uj Q 0 w 0 V _ V O w a. - - . _ .. _ - - .. I .. I . . . . ,,. .?1,1 . .2. �%:%::­::1111116%:::�:::Ii:i;�. . D SPOSE OF EX. PROP. SIDEWALK PROP. SIDEWALK Iz'm. .n UNIVERSITY DR. SIDEWALK AND 74 1.74 .7$ *. .T5 ,33 I . (2I 1.1111-1.1111111111111 .. rmTC--=.U �T.. .. - . (ASPHALT) CONSTRUCT i• 1.12 REINF. CONC. s_3z, I SAWCUT EX. ASPHALT PVMT, CURB CONC. SIDEWALK REINF. CONC. , S O. 1.2X RAMP &GUTTER & CONC. SIDEWALK C6 0 STEPS t.18 .� �e wEsr 100 TO TBM STEPS RE -ARCH �_�-. RE: ARCH. 2e.91 RE: ARCH 74 AND CONSTRUCT CONC. DRIVEWAY RAMP RE: ARCH. » » 1 29.96 " . » . .� RE, ARCH DETAIL A DETAIL B ---- - .�11- , .99 -'A . .a . . q DETAIL »A» 0 10 20 .1g .19 q01 Z� t Remu.18 •14s . L_A_ .40 .32 24 .17 .t8 .08 .04 .03 .98 •98 2p .69 m ism3n.66 .E -. -.. ��___ _------- _ �.. -.. _..-..- -..-. -..-.. - 10.. _j �� .. .. _ . _93. - ___- - -,._.. «:,�_..� CONSTRUCT ,y q °; _ ----------------- 7 .13 fl - - _ _ _------_- -� r,,C'ONC. SIDEWALK 1�330.82 r -W- _-..____-______ 15Ri30.73 _�o V Y 4 \\ .ram `' " •T REFLECTORIZED_���u --�- - , •�+ .STF Uf 98 ;'' ,.00 s-33o.9, - I RE. ARCH .. PAINTED (YELLOW) .,, _ ___ I TRAFFIC ISLAND r' 4 G 1s .37 - RE: ARCH SHEET • `� -' \ . , //�� r O {•' K::.48 .� 15.331.33 � �330.13 .13 1s 1.4, s2 L S i .' 1.Q4 i' ,� 3 ' .91 O mgg73 2 l •� N� _ t N C1 1 0 1 4��I I /,_ 1.,0 -1.12 -7 f;! / % / .r /f /% rt f, r, '8. f i` `'' i `•/ , - ----- _ rlj-- / ' y _ r- ! / -ram- -----\ \\ . 4 , 1.36 % /f j/i / / ,'' !//,r/ r ! f/ i ' f % e r % f '' / r / -- \\\ 1 I +,` /� ,�-,,------- -=Q-�-- / -//'/ // �/ ///�/ / f//'/ j/r //11 ' !,' / t./ +! ' '' / / 'r / r/ '87' j, /fr/ / / i /r /• t 40 ` 11 1 \ . I (' / _ ! ' i / , " / / / / f / /' / , ' / • r / .72 ; / ! / f ,% / , / j 5% t.Tl ♦ 74 » » ------------------------ ---- . ------ ----__ '' - /r 1'/ _ ! -/ � 1__ ,_i r'__� f / ." _<r /_'�_` , / _,�'//�/�'/ �0 I D AIL B 1s3 - - - - - - - - I t - GT O - - - - j % _ _/_ 'w r / � / / ! r // , r j� fr / / � t,/ t /_ - _ �� %' _ -, - / -, , ,/� -,t %- - `- 7 ♦ -�`- - - \ - • --- ,!!. `� I I 12 i ( r' !� r * r f J ' �!!/ / / j'' /� ,,tr/ J / i / %� /! r , 1.67 \♦ \ ` .., . !' /// , r' / %' r / // /- / r r/// / / / / // / JJ/// / 40 5mmg _t7 /� / t _ / / f J / / - / / J/ ///f// % / / - • _ .. d / / r! % i //J// / r / J////' /////�! ///I% /1 /jJ/ r/ r,� / ////J/' / _ _`, ME I y\/y)� ,\ � RA�I _ r / , / / j / j f /' % - / /' f / , / / ;/Y •' ^ f !/ / / ./ f1 J ".i' / f !r I, = -- _-_ __- _ -- - _ - I ' •.�.i I I ' - �_ .,'' r , / /� ! / / / // / , / ` / / /' /' ,/� ,.76 1 a I 15*•328' '•� Q. I I / %% /, .?/ J / /" / // / / / / %`, / ,,, J r/ j' % `� f ,m*�e t , ' I _ RAMP // / // 1' / �' / / / / / , .40 , kjLfftWp,.� ,s E7L FL�•327.99 . 1.22 t.34 RE.—ARCH i /=-_ - _ _ / ,// / . �"�/ / ; / E ./ / _', j�l / 1 -- ,/ ,._ L'� " /� �/_,f f f/ f I - 1.73 1.24 ♦ -� i J�/�. c� rr f r / j f/ r /' r / r / f �/ / ' I t // '%� , r� j� 7 f� �1! . �-.tt�i ( ._ _ w - ..,.._._ ... ( , J J / ' / / / j / //////`� j� -• r i / / / /! / / ` ! / / j / ! J/// % / / % / ~i f /q „mum° ,. f /tt. 41'/I � / j / /' , � / r 'l - --/ r /�� � ., fM1 % / / : /� '1�.� / f / / / / / �•�+'' mbd° 1 , I 1.43 99�I / , /~! ! / // / /�/ r j' % / f / % /',_ i r ♦ / / / - / // ' / / -- - ---- ' i Iim / / ~/ / / , //JJ/ / // / / / //// / ,/ r%/ ,/ r r: / / /j' ,/ /' /' / - / / / / !/// 1,7 I RAMP I 1.32 . '•f•� t.ss 1.79 q 1.15 --_ / % f - / �` _/ , r , % /'ZZ,0" / %' / / ~ / ,/ / ,r r/ / / / f i / / j / I ; d1q .. M I RE: ARCH �33 4 b/ _ -=Q �/ ! f � 7 /! / , / / / ! __ / / /' / r/ r ,/ / . f / i D:. IC328.26 I . , , ( t332./4 / / _ - / / / j / /` / / /f `e / / / / . i / �: ,.8° �" / / / / ;' m CONSTRUCT . .�.. 11. / / / !� / f,` r -0i/ J / ~ I ► NC. PVMIf. 1st © ,' 1.10 . , 1 / / . / / ,/ / / , /!! f . �' ! r , I I,\ Al1 ,`` . 16 ' 7% .Mum , i 1 / / / , 1 r /j' ! %/ �/i , 1 I , �0 1 I 27.70 I l % f /` / / / ,/ ,% ?-, /,`' / / / , .z4 , 1 , C6.0 1.21 1.18 ,' 8 I I F�G•332.14 /� `/ / / /f` !r / / /��// / / r/ / - / '' . \11 I . I �'i ( ' I..' oc. FL•327.8? ~`�. zs cs.o 1 I ---- _- -- - - ! . , ,/ / �:, /�/ /' / / ' / ,�'/. . , I I - I SAW LIT EX. . ���� �� / / : r' /� ///i,/ r ` r ,/I / /''r /� / /i r/`' ;/ I I ; I ASPHALT RAMP , ! // f ,� / / �" j�/ ; . I I CONSTRUCT CONC: • 4 / // / / / / /� / / . I /! J ,//'` / / I PVMT & RE• ARCH1 � ' _-------- / %/ / / r /' `r / / i 1 1 t ! I 1 03 - / f / / / % /` /' /. � / �' CO STkLlCT ' I I ,! 4 � Imm ,! i i - - _ _ / /� //" %� , . I I , �7 , . CONC. CURE ' q G I G JRB T 1 P• / I _ __ / • / / ! !'' /// /J r/ / / / / / // i / ♦ 1 3231 / �, 1 1 CY ; ' . I i. ! ' ) d . _ _ --- -- �' / / / / / ! , J, / / /, /. / r r C• SIDIEWALK 1 1 , I q a_,_ - -- - F3�1 N / // / , ,%/ / r f / // a &GUTTER % ' ` I 1 . .7 1.21 ' Q -i /' . I ( // / ,/j / j/ �-_ _ _ / % , y .' • ; t I = AND CONST !''- 111 / / / 1 , -` L� r r J ,/♦ %l r ! j , / / j _`la__ _;%`f - --__-�`_--__---��--__ - _--__ .t-__ _ "� .38 7 ;I _�.j•. .oll1.7s t.ao // �/ 1 i // / // /` / / / / _----------=--4---- - , \ ____ -- _=__- , I I I i v CONC. �` / ,) q ; ; 1 , f/ j /'/// / / ,. .' svt, s2'` '�t `7 DRIVEWAY ... 1s3 . . . . !! .. / / ra•33z3e I .. / , / / / ;/ � _ .. , . .. _I I , . j` / /'. J/ II �. I. �� 1.10 ! // � 1 I �_ /'/ / N,F / / /' f / ``4 `\ I I , EX. Fla.327.38 f P L /I / / , I 1. . IMMDJ- 1.79 ; , ; i . i >' / / // / f q , ' 1� i 1 , `, ' �" 1 / / / 01 42 27 , ` I ' V / CONSTRUCT ,!� ,/; 4 » , ► , �`337.33 - �1�4 / / i / �` -' • • .09' `. .16 ', I t CONC. SIDEWALK TRANSIYION !OR•OM 4 I� / 11 / w/ / / / 4. . 1r- `� i . ', I ! /. i q 4 / , RE: ARCH 4 . ; . TO 6 HIGH CURB • I . I '4• ,/ . ,F = / , / / 4. . 4 . ' '1 ; I. • I . ' CONSTRUCT 4�¢IC. 3 . I rt' � . q. I I / /:/ ..',V; . / -� q a Id ;CURB (TYP.) C� j I mow^ 1I 1 J� q I I / ' > r ,/ / / ~ // TRANSITION FROM TO 4 �, I = ! x - VV , / / I I 33 `1 ! / /! / - » `. `, i I i ' , 8 I i I , j I Z . >� a ;';'�-- _-______ i ' ' / / r %___ -- -,,/ 6 HIGH CURB ,WITHIN j I I�, . C6.0 a ' `4 <' . c i i eC0 / / PROP. TORM -- / ` �/�= -SID A , . "I I_ 4 , �,� __ _ > A _ `- r / /' _ �// / . EN LK 'LIMITS`, iit r I 4 �- ---- SEE • SHEET ,C2.1 , 4. Q 11 / - / / %11` I`�"11 1, SEWER . 1 // / / / �/ '/'�- ' q '; I, IFOR . PAVEMENT SEE I 1. Z / /' // .. , t, . I . I�� I ,' a . / / I I , / / / , Iw q , t021X) oc. Fl..3z. / / � SHEET C4.1 / / ~`�. � , I i � �. ; I . J'6INT LAYQUT , , q _ . I t j/ �/ / // / , /. /, r 16 I' . I 1 ,\ I r . . ' , ` / ` q ,` 4 ' i I I , , i i FOR 6 ,I' j j C� i / ` , r' / r / , \ , I I • , I I t vnnE ,6 r / / q ,�/ / / // /' j/ ` Q . , • . ' . � I I 4 PROP. STORM I : - . I , 41w �� j / I I - t +�` q / �!' I I. .8 / }' ,�/ /' / / /r /% 4. �,, .` ,f % I I SEWER, .SEED i q (,% 4 , q - 4 . ' / // / / / . q • 4` L5 • SHEET C4.1 . I I;� '� I i PRdPz. REA / / n. . 1' 1 f • I (�� t , I , I r // 4 �! q i. � % r r // / .. i j � W I I I i i f `I .' I 1 .11 INLET, ~ r / / I --------_ _ I �� /' 4 ; . ; 1' I ; �1 ' q � / / CONSTRUCT Q j`, / + . , I I , I , SHEET �.1 I / / ------ © 4 I ' ; ; I 1 ' t � ( q' I ' •/ ``� I / ,0 , r 1 I , , . // . CONC. PVMT.' . . . ' / / /% / I < .a! CD {,I�cj. ;; I I WEST EDGE 4 � / g / . CONSTRUCT `� I _ . a / . . . `I I / / ,// / ' `�J 11 ; I I _ - OF TAS r!- 4 1 I I . . i / / .1 I/ / ;- _ _ / /' / , / / =33z� CONC. 1/MT.: C ' I I ,l�--. , ACCESSIBLE i / / , , , , r- --I C6.0 ; I /� ,/' / / '�� / /`' I '1 �' a r` I 4 I I - ROUTE " i i A /, /r / ; ' ` / $` r` /1 C�• r 1 � q ! it ,'' I I 11. ?a_�)J . 1 , i / 1 V �{ ' I ; ' f, 1 q , �� II it ; / ,;/ / q 4 0; 4 t i�I ; ` t' i \jI , IId . . / 48 .4 +q I u I �. I 1,. 11 q it I ' '/-__--- / �/ , , I 01 11 11 q © Q 1 / / / ,. 4s , q + i I 1 LT ra % r f EM . ilrm�, ,\, II 11 ///////// i ///l,/ /r , `r //' f / ' / i / / , // ' 1�, // /'' / ` ;t v! i I Q ' ,' ���s�r�( ` 04 / / / % �Aj 86 ,,\ I . • / / / /' / / ,!'' �/ / / / / , / i ' f / / / , ' �' i t I , , <�', I j , ( . , 1 � EX. FL.328.93 II II ' / / , , , , , , ,I t II II ° ' 8 / / / ,' , / , ' , PROP. STORM I // ,/' ,/ 'j / , /" q SEE SHEET C.1 1 I I ' I . I , •, `•', � � f - / '.�� / / 4. a ' FOR PAVEMENT q a I F�ROP. ;WATER I I � II II SEWER, SEE . -- /, I 1 Q I , . 11 II / ' / / - / ; , ; ' , , ,N 4LINE, ` E ; ( , q d / / / ✓'/' JOINT YOUT + Ea I . I , I . , I I ii , SHEE C4.1 I I / l / / %, f / F �' SHEET! C3.0� t I . • ' _ I q 11 . I / �/ / ,� f , , I ,11 . 1 I 41 .1, : , . , I : 4 1 ' �'� .\y' 11 II 161 / %- / !' / II " , f r v ir'' i' r ' +1 rr ' i I i I _� I II q I I �;�____�=__-=--_ - i,-/ // / © ; .6 . 1 i I PROP. dU'�ALL; `�' ; (" . 1 ., 33� / ,/ ; a �'I ' STRUCTORE . ; ; I 11 - . . re____ �__ i2 � - II II , q i i -� / / /! % / .// ` / } ,` q ;16 ; I I MSI�ET_ I _ I I"11•^ II 4 I' / / q I I' ',4 /{�. , I 1 1 I .�~ .. 11 `II~ q 4 1 I / !: r / ^ / -- j! .� q. !r. i i ( 1 I , , �.1" , 11 ­~` 11 II ' • TRANSITION FROND 4» '0 ' I I ,!'' /' j / 4.8 ,j �r I P OPT (DU�F'A�L . / ``♦ » V . / . II II B WITHI i 14 / ,/ / / ` / i / 4 , tv I I 6 HIGH CUR ; ; 4 f / q� ' ; » PPE,' SEE ` `a I r / ! ` ` / / - •l ,! ; ; TRANSITION' FROM ,4i0 ' ' . ; ' I S EET �4.2 I N II , SIDEW K LIMITS ,� cr ' , , r . / . ` ` _ q. I I ^, !, q / ,� ,!- 6WIGH CURB • W HIN I• � • ``, Q II II• '`, a'1kimmm, i I --- -- + sfi J / j;i� ,:' SIQ�E AO� �LIMiTS ," ;r I - _ ---- - -- --- -- ---- ----- /_ •� I 4- - = . ` 11 II ``I v� ----- ---- ---- -=--- - - - ---- / / ;! ! 4 ,, q I �•32s.64 ---- - ;�V/ `, II 11 `�� ' I , �` / ... .. - _-_ rq'.- _... _ . . _ `_ .. � .. / // 11 r! rr G.1 r _.._ J. _ _ _ 1. I . i 11 11• '' I 1 / _ __ _-Al 1 ( ' ,j r--•I---� T---_----_ I I 1,�� �_ _ -__ _-___ -_ _ _-_ _ ' I' I, .09 11 11 .40 � �'� �-.�" ^- -' -- -- - - I- - =-------- - --�" s, F I'1 '`` I I 4 � II 4 W (. I CONMI CT. ,,'`! _ -_- " _ 6 ! ,! I 73 a1 ,,' I I I I' i , I . I II •4 N II I 1 CONC.. IDEWALK - ---- __ . -- --- - DISTRUC l' •07 I I i II. `; I I RE: ARC i ________ ss I I' I ,, 11 11 _ I _ _ - - ONC. SID ALK' ,; 1110 1 I I I� 1 't 11 N © (� I 1.46 , _ - E: ARCH I z9. 4 ,'' I I \ JI I I q I / I. II II I I'' 11 _ ,I` r' I I I' I I. '11, dl II - ------ ------ / ' I - t+ - - - - J I` I 1. I I '' A!&, . ; i� , '' Q 1.04 /{ I 1 r I I , r EX. 4, . I, I I r i I 16 !a7 . . I . q 4 I .. . I I I I , ,::, - '��j y q ri I I " a <- L•PROP. DETENTION STORAGE, , �- _-----------a--- - _______ I I � ' I � � r . -,�' - ``ice'' I ' q } I '` 4 ' ' 4 '`� - SEE SI�EE iS'-C4A =- 4.4 . • " "- 4 q ,1 ,;1,'' f I I I i •t�wc z� I , • . I q�)'.�-- , I I I a I ;` ` I. I CONSTRUCT Q q _ 4 `� ,, I ; I I I I, _FOR 6. '_� I . q - . • 1 1 Q �! I I `� ' , CONC. PVNT. � 4 "I � ONSTR CT CONI . <,- it" = ww sloEwux ;f'I\ a\ r -1--knT T-- �!' r" �� / { � /! 1 `{ \�• • Q � ��. Q Q 4 _ __. - : _^___ __ q ,'!• CURB (�YP.) ( ( I � 41, �. � ,------T�J� 9, I +--�'--------- _....---�_J_' a_ ___-/ --- - ___ C6.0 I\\Jlg . _ ~ q I I Q CU B _ _ iR -� ---` --- ---- - ------ - --- - .-------- - _- - _ - _- _�-i7 ------------------ - ---_ _ `�__� LJ��/j�j __ __-- -_ C60 `. j-I-� . , S. 1. r ,2 ,� a• q ,r' 4 I I l PROP. CURB INLET, .� /` - _ ,-------- -------- -i--- -- -I , �, , - __ --- a I I !' •SEE . SHEET C4.1. q ; ` ,+ 4 I II 6.7b . - / _ _�__ - . ; I _ ,' Ci RAMP 11 L ;` �° --- ` ,, •� - - - RE: ARCH . � . , a" 5:23 _ - 4 ` END NEW 1. .11r x � x -- - - .1. __ - - .. - ____ - . - .. CURB & --- . --.4 - - �' i-_" // ,, GUTTER COT X I I -- T E L ---...-.-� _._.._- __ _ _ 4 ----- _ - - I I x I~ ' I -___ _ I ,- r I ,-- , za6z ( Fx. ra.3s�. 1. IN ADDITION TO THE OTHER; NOTIFICATIONS REQUIRED BY THE SPECIFICATIONS 6. THE CONTRACTOR SHALL PERFORM ALL CLEARING AND GRUBBING OPERATIONS 10. ANY UNPAVED AREA DISTURBED BY CONTRACTOR SHALL BE GRADED, SHAPED, THE TOPOGRAPHIC INFORMATION SHOWN ON THESE PLAN SHEETS WAS PROVIDED BY . y D CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE CITY OF REQUIRED TO IN IMPROVEMENTS D UNDER HI PROJECT. A SODDED PER PROJECT SPECIFICATIONS. AN CUMEN RA Q STALL THE NTS COVERED T S ROJEC ND HODDE & HODDE LAND SURVEYING, INC., 613 E. BLUE BELL ROAD. BRENHAM, TEXAS COLLEGE STATION, THE ENGINEER AND THE. ARCHITECT WHEN THE FOLLOWING 77833, (979)-836-5681. O'MALLEY ENGINEERS, L.L.P. DOES NOT GUARANT THE TBM ELEV.=330.84 PHASES OF CONSTRUCTION ARE ABOUT TO BEGIN: 7. ANY EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT 11. WATER SHALL BE APPLIED TO ALL SODDED AREAS CONTINUOUSLY AS NEEDED ACCURACY OF THIS PROVIDED INFORMATION. » » (a) 48 HOURS BEFORE ACTUAL WORK BEGINS, AND THE CONTRACTOR'S EXPENSE. ADDITIONALLY, THE CONTRACTOR MAY BE LIABLE FOR TO ESTABLISH ACCEPTABLE GRASS COVERAGE.. _SITE GRADING LEGEND. LOCATION: ALUMINUM CAP STAMPED GPS-109 (b) 24 HOURS BEFORE ANY REQUIRED TESTING. ADDITIONAL DAMAGES SUCH AS LOST GAS, WATER, ETC., OR LOST REVENUE FOR BASED ON THE CONSTRUCTION SET IN CONCRETE ON NORTHWEST CABLE DAMAGE. 12. SIDEWALKS ADJACENT TO AREAS TO BE SODDED SHALL BE FINISHED BUILDING INFORMATION: TYPE VB AND SQUARE. FOOTAGE, TP - TOP of PAVINGL. SIDE OF UNIVERSITY DR. APPROX. 2. CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITY LINES LOCATED AT LEAST APPROXIMATELY 1 INCH HIGHER THAN FINISHED GROUND ELEVATION TO ALLOW FOR. .THE FIRE FLOW REQUIREMENT IS TS - TOP OF SIDEWALK 48 HOURS BEFORE DIGGING. 8. EROSION CONTROL MEASURES. SHALL CONFORM TO ALL STATE AND FEDERAL ESTABLISHMENT OF GRASS. ESTABLISHMENT OF GRASS SHALL NOT TRAP WATER ON SQUARE FOOTAGE: 4250 GPM. THERE IS A 50� 70 SOUTHWEST OF YARROW ST. REQUIREMENTS, AND SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION OF THE SIDEWALK. FIRST FLOOR AREA: 18,860 REDUCTION IN THE FIRE FLOW TSL - TOP OF SIDEWALk, LOWER . 3. ANY PROPERTY BOUNDARY MONUMENTS DISTURBED BY CONTRACTOR SHALL BE THE PROJECT. THE EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE THE SECOND FLOOR AREA: �,2Z REQUIREMENT FOR SPRINKLING, FG - FINISHED GRADE REPLACED TO THEIR ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE. MINIMUM REQUIRED. THE CONTRACTOR SHALL INSTALL ALL ADDITIONAL MEASURES 13. DEMOLISH EX. CURB AS NEEDED TO CONSTRUCT NEW CURB. TOTAL BUILDING AREA: 25,133 SO THE FINAL .FIRE FLOW IS EG - EX. GUTTER (CONTRACTOR TO VERIFY) SITE GRADING PLAN TO MEET THE REGULATORY REQUIREMENTS. 2125 GPM FROM 2 FIRE 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION, 14. ALL EMBANKMENT AREAS SHALL BE CONSIDERED STRUCTURAL AREAS FOR CONSTRUCTION TYPE: V-B HYDRANTS WITHIN 450-FT OF 1� 1� 11 #� �� - ACCESSIBLE ROUTE NOTES, SPECIFICATIONS, AND DETAILS. 9. TOPSOIL SHALL BE STRIPPED IN EXCAVATION AREAS, THOSE AREAS BROUGHT PURPOSES OF COMPACTION, MEETING MINIMUM COMPACTION OF 95% OF D-698, EACH OTHER . . TO FINAL GRADE (MINUS TOPSOIL DEPTH), AND THEN THE STRIPPED TOPSOIL T TO +49b OF OPTIMAL MOISTURE. SPRINKLED: YES (NFPA 13) . . . 5. CONTRACTOR SHALL GRADE THE SITE TO THE PROPOSED SPOT ELEVATIONS AND SHALL BE PLACED TO FINISHED GRADE. L. . CONTOURS SHOWN ON THE SITE GRADING PLAN. . ; ; VOW.' � e, * , 0 � `�, 9 I ,�- •EDWARD T. ADDICKS i �-A- i 61 .< lo'/uI • W 0. W M 9 cn . vi h M8`! 060 . W mk %, .�• >- d+ . �5 I ° � Cc.� N. OE JOB. j 816.005 PA C2,0* Ea UNIVERSITY DRIVE (ASPHALT) 1 I af�' I f 0 _+ < Z'z M7 1 1 1 0 o a f, " a Ld 1 I ;j! ---- ----- --- Q.: --- - j z --q— — 7 I• 2 CONTRACTION ( �) .�.z I JOINTS 6 10.25' �I II p A ( 4 SPACING � W. z I I 1 I'0 z ©' 1 0 1 -T 1' o I I. 11iz I I -' zj I d d -- .... I y_ __ a 11 jd �<7 I i 1 1W. 1 i PROPOSED FIRE a i it I STATION NO* 6 ------�.` _'___ _—____ _ _ I FF=332.50' 1 I Iq �- -t �-}. -- -�- -- I I I I I I' .' . I ',� j �w 1' I i I : `�. I •. 1� I`� i� i � f I 1 1 • N n . I 1 ' j I 1 j i• 'I '�.. I @N. 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J -��� '+t'—!� -�� -�� -�.�.� -�r�' -�—� -wwww -err -�■� -��. - r -�� w� +�r.� �■�i =�■rrIle \c\-b II II r / -_.., -G � INSTALL t �- I J I SAND BA S J I �, II III , • ,. � ,. Ile, C9,0 ' ' ' --- �-- r J 4 r t J� --- - -1,1 IN Ak.C.f , - r I -�—''-'---- ■ / ' ' J i r , J IN A, BA S r ' . a _ _ . ,,rr�� f{ t. J J r r jt SWPP �_ 4 © , r - ' 1, r ,` <! ► I r' If r J yam. �� -��. "'��� -�w.r ••.i�j'" ^�w� -��� -�..�. .,. f •IL • .., .,, '_•."7...•.. (_. f, .."""r'ro°'•.•"""":u°.wr• , .aa�;F:._ __ ,,, •— _ ....—J .... f li ■ ■�� r._.l, r, .• / t J ..• - '" S / i ....,_. 1 , t x GENERAL �N�,Q_�,ES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION . AND PLANNING IN. ACCORDANCE WITH PROJECT TECHNICAL SPECIFICATION. PRIOR 'TO BEGINNING WORK, CONTRACTOR SHALL INSTALL SILT FENCING, EROSION CONTROL SOCKS • AND CONSTRUCTION' ENTRANCE AS SHOWN ON THIS. SHEET. THE SILT FENCING SHALL BE ERECTED IN ADDITION 'TO ANY STRUCTURAL CONTROLS THAT MAY BE STIPULATED IN ,A 'STORM WATER POLLUTION PREVENTION PLAN (SWP3) THAT IS PREPARED BY CONTRACTOR. THE SILT FENCING SHALL BE MAINTAINED BY CONTRACTOR THROUGHOUT THE DURATION OF CONSTRUCTION AND THEN REMOVED BY CONTRACTOR AFTER FINAL STABILIZATION OF THE SITE. x C 1 �11 ¢ "�J — _ ••: r ," _ , _, _ .0 _ �_ _ E­­ _. __ J _F ., - -� fin; t t........ .,........._ THE TOPOGRAPHIC INFORMATION SHOWN ON THESE PLAN SHEETS WAS PROVIDED BY . INSTALL HODDE & HODDE LAND SURVEYING, INC., 613 E. BLUE BELL. ROAD. BRENHAM, TEXAS SAND BAGS 77833, (979)-836-5681. O'MAL.LEY ENGINEERS, L.L.P. DOES NOT GUARANTEE THE ACCURACY :OF THIS. PROVIDED INFORMATION. SWPP' 1-00 C9.0 ERECT c. FENCING (nP) 601, PP 1-03 C9.0 _ 61222 cA" Z h O 5 .G O U,, aM� OE JOB. 816.005 PA d1 rT• CS i CC) '.l I° 2011 4' ..� Ij E;;�� ��^l3 t3 tij •asx (( (k�'�,,,(�r�1�4�,�vv�� E tad ui +LG R INSTALL VVI\JI RV V I IVIY EXIT SWPP 1-02 2 .0 EROSION CONTROL' PLAN C2*2 kAtiwrALl ) i GAS GAS 8 -- G S GAS. GA AS GAS 0+00 4 1 +00— 8 oa- 9, :4f 2 9 G �' 2 AS REFLECTIORIZED PAINTED YELLOW) ° f 3 ' f - - TRAFFIC ISLAND �� `\ Cl J r - /' / / 7 10 1 J , ` ; _ :• � �. .�-%� / ,% ,r /'/,.�SANITARY SEWER PLAN & PROFILE �'`% SHEET C7.0 / C� ,GT �✓� 11"l / Z./ / /7/_ r J/ / / / / / / - 1 i 17-1 r� J J W.EX. 12 D.I. WATER LINE _w LLJ Lli %,/ FCT Z rr / / I I / � � ' � , // `' % � .f r / ''r/',f'/.i'r /, � / �i/`r' ,�'�,� r ,' / '/ •'/ / \ � 'y � I ( � '4 i rr �'-"' �n 00 y I 4 it rr nj j .- " (� r` I / r w x r '/ r/ r t r t y D 1 / / �''/� CD 'II• II _— r s s I ( ; / r• ; • /' /✓ � /J' f r 4 t I sl s � V II II I / ,•/ / / j' �' ,' ,/ r' It J J I � J f I I � . I I I ri %/ / � •-� � '✓� _ ,/' /� '` // / ,/,, ED r r J Ir I r J s s I it II I — _ _-'_ r ` '� � / /' /� � r r r I + ' � • I I � j I II �I ` - ,, I I / , / /• /0 C;"T �i / / �.`,-,-U � r . rr I ( � ; ; I I 110AER P VI r r r r r I i t �\ DED �/ Jr ,% // r rJ rr � J � EM RGENCY GENERATOR �`- / i ' /J�,/, /' / �/ r J II J - /, ,r �/' J r r r r /' ... ... I ! \ J / � -.. / • • • • • ••' i i .•• • • • rr• • • • • ! �• • • • � • fit, • J 5 , ! II II 1 — — — `� rT II II � �--� BE SI ."- �? I / , - - - _ _ D- AIVD "11VSTALLED Y ATMOS ENE ry I JJ _ I f J'-Pf�6P.~ ~ Et'ENTION PROP. FDC, I , / REFER T E 1.2 FOR DETAIL " ! STORAGE, SEE RE: _ EP �PEAN II II I , - - SHEETS C4.1-4.4 J J ( UTILITY COMPANY PAD ' f' -' r I -' - - -'_ _ _ ' " 6" S�OLATION VALVE &. BOX ON FIRE l r ! - " - - - - - - - - SUPPRESSION LICE. AMP ORE USA, LL562 I I MOUNTED TRAM ,'' LOCKING LID O,R 'PRE-APPR ED EQUAL.' r�ORMER � _ - ' f - , . - " PRE APPROVED EQUAL LID SHALL BE ARPROVV��E�6 � I r • ,` � ►� ' " l ,' _ _ _ _ _ _ _ _ _ _ _ _ _ _ - f + BY CITY OF/'COLLEGE STATIdN UTILITIES DIREC�TQR ----{-----� . f C- - R HIS ..DESIGNEE. l I J E-, - I 4-4 1z _ ..... I PROP. WATER LEGEND: - x ,�/ ,' 1D 12 x6 TAPPING' SLEEVE &VALVE " 2" SCH. 40 PVC PROP. SAN. SEWER LE END: EX. 1.8" D.I. WATER LIME x ® CONNECT TO 2-1/2 STUB -OUT FROM 'BUILDING 6" C-900 DR CLASS 200 PVC " X x I I I I ® I WITH TWO (2) 2 45 BENDS. LINE INSIDE E MEP Q 21" 45' BEND 11 MAKE 6" TIE-IN TO EX. MANHOLE Q SAND/OIL INTERCEPTOR. REFERENCE MEP PLANS. I I - I I I f PLANS FOR CONTINUATION OF LINE INSIDE THE Q ' 1-6"x6" TEE W/ 6" PLUG TAPPED FOR 2" N.P.T. BUILDING. 1-02 UTILITY GENERAL NOTES: THE 1-2"x6" LONG BRASS NIPPLE © INSTALL FIRE HYDRANT UNI C5.0 �2 INSTALL 6" ASTM D-3034 SDR 26 PVC t�► 1 % © GREASE TRAP, REF. MEP PLANS. 1�UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE SHOWN FOR THE PURPOSE & MIN. SLOPE OF MAKING THE CONTRACTOR AWARE THAT THEY EXIST. NEITHER THE OWNER, NOR BEL 1-2" GATE VALVE &BOX Q FIRE SERVICE LINE. CONNECT TO 4" STUB -OUT ® INSTALL 2" WATER SERVICE CO ECTION FOR �7 6" 45' BEND THE ENGINEER, GUARANTEES THE ACCURACY THEREOF. ALL EXISTING UTILITIES 836 FROM BUILDING WITH TWO (2) 4" IN BENDS. IRRIGATION RE: L1.2 FOR CONTINUATION. 3 CONNECT TO 4" SEWER STUB —OUT FROM DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. NOT ' REFERENCE MEP PLANS FOR CONTINUATION OF � " " PR LINE INSIDE BUILDING. " BUILDING. REFERENCE MEP PLANS FOR ® INSTALL 6 x4 SERVICE WYE 2. ALL AT —GRADE UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH FINISHED ® 2" WATER METER & BOX PROVIDED BY AND ® 1-6 GATE VALVE & BOX CONTINUATION OF LINE. INSTALL TWO—WAY GRADE AFTER FINAL GRADING. CLEANOUT. REFERENCE MEP PLANS FOR 9 INSTALL 4" SCH. 40 PVC 0 17. MIN. SLOPE 3. CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT BEING DONE BY OTHERS. INSTALLED BY CITY Q INSTALL 6" 45' BEND ® 1-6"x6" TEE W/ 6" PLUG TAPPED FOR 2" N.P.T. LOCATIONS. 4. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITY LINES 1N TARROW ST. " " " PRIOR TO CONSTRUCTION OF SANITARY SEWER AND WATER TIE—INS. 2-1/2" SCH 40 PVC (� 2" 45' BEND 1-2 x6 LONG BRASS NIPPLE 10 INSTALL 6 ASTM D-3034 SDR 26 PVC ®19� © 1-2" GATE` VALVE & BOX ® INSTALL 6" SERVICE LINE CLEANOUT. MIN. SLOPE BY. DRY, BORE 6" 22t BEND GAS I • I 3 y � - I I ` I p �I I fEDWARD T. ADDICKS ••....................•• o 61222 ; rr I I • M I J � I I m o '' I ZV Z� `�-. c� _N I ?a� � I W = � I OE JOB. # 816.005 PA � I • I � I , I I ( � I � I _ • I I I • I I .- �.r I.. �_ .fir, ., »�.�.-_•,� I �-j F i � •i t t 9� V1 4'cs+ i E "1��� N o I ) E � I 1 ' I I `3 I I I � l TOPOGRAPHIC INFORMATION SHOWN ON SE PLAN SHEETS WAS PROVIDED BY HODDE HODDE LAND SURVEYING INC., 613 E. BLUE L ROAD, BRENHAM, TX 77833, (979) —5681. O'MALLEY ENGINEERS, L.L.P. DOES GUARANTEE THE ACCURACY OF THIS OVIDED INFORMATION. UTILITY PLAN C3*0 UNIVERSITY DR. (ASPHALT) .1 x x x x X. x PRE-DEVELOPMERT /'/- PRE. DEVELOPED AREA, UNIVERSI TY DR. - PRE DEVELOPED AREA, TARROW NORTH PRE DEVELOPED AREA, TARROW EAST UNIVERSITY DR. (ASPHALT) x POST -DEVELOPMENT VIA - POST DEVELOPED AREA, UNIVERSITY DR. - POST DEVELOPED AREA, TARROW NORTH POST DEVELOPED AREA, TARROW EAST WIWI %I Ow 4 K I "14 1:10 40 Ni 'o h\6, a MI S W, WIM PEAK DISCHARGES. CALCULATED BY MRCS (SCS) UNIT HYDROGRAPH METHOD PRE -DEVELOPMENT TARROW STREET PRE -DEVELOPMENT UNIVERSITY DRIVE POST -DEVELOPED TARROW STREET -POST-DEVELOPED UNIVERSITY DRIVE TARGET RELEASE RATE & DESIGNED ORIFICE RELEASE RAT TARROW. EAST AREA TARROW - EAST AREA AREA TARGET RELEASE RATE < PRE -DEVELOPMENT TARROW TOTAL PEAK DISCHARGE PERVIOUS = 0.945. ACRES CN = 80 PERVIOUS = 0.337 ACRES CN = 80 PERVIOUS = 0.109 ACRES CN. = 80 PERVIOUS = 0.099 ACRES CN = 80 DISCHARGE -BY-PASSING DETENTION 'STORAGE POST -DEVELOPED TARROW-NORTH AREA PEAK DISCHARGE IMPERVIOUS = 0.000 ACRES CN = 98 IMPERVIOUS = 0.004 ACRES CN = 98 IMPERVIOUS = 1.052- ACRES CN. - = 98 IMPERVIOUS = 0.026 ACRES CN: = 98 TARGET RELEASE RATE* (PRE -DEVELOPMENT TARROW TOTAL PEAK DISCHARGE) -(BY -PASSING DISCHARGE) COMPOSITE AREA 0.945 ACRES COMPOSITE AREA 0.341 ACRES COMPOSITE AREA 1.161' ACRES COMPOSITE AREA 0.125 ACRES WEIGHTED CN = 80 (80) WEIGHTED CN = 80.22 (80) WEIGHTED CN- 96.31 (96) WEIGHTED CN = 83.70 (84) TARGET RELEASE RAT 2-YEAR- = 3 * '63 CFS - 1-98 CFS = 1.65 CFS 1 O-YEAR = 7.26 CFS - 3.31 CFS = 3.95 CFS THIS PROJECT SITE IS LOCATED IN ZONE 25-YEAR = 8.52 CFS - 3.76 CFS = 4*.96 CFS "X*q' WHICH LIES OUTSIDE THE 500 YEAR JARROW NORTH AREA PEAK DISCHARGE TARROW -NORTH AREA PEAK DISCHARGE 100-YEAR = 1.1.80 CFS - 4.94 CFS = 6.86 CFS FLOOD PLAIN. - THE NEAREST 100 YEAR PERVIOUS = 0.525 ACRES CN = 80 2-YEAR = 0.80. CFS PERVIOUS = 0.075 ACRES CN = 80 2-YEAR = 0.33 CFS FLOOD ZONE, WHICH HAS BEEN IMPERVIOUS = 0.048 ACRES CN = 98 1 O-YEAR = 1 $'61 CFS IMPERVIOUS = 0.498 ACRES CN = 98, 1. O-YEAR = 0.63 CFS DISCHARGE ROUTED THRU DETENTION STORAGE DETERMINED BY FEMA, IS ZONE A. COMPOSITE AREA = 0.573 ACRES 25-YEAR = 1.90, CFS COMPOSITE AREA 0.573 ACRES 25-YEAR 0.74 CFS WEIGHTED CN = 81.50 (82) 100-YEAR = 2.64 CFS WEIGHTED CN 95.66 (96) 1 00-YEAR 1.00 CFS 2-YEAR 4.01 CFS THIS FLOOD ZONE IS. LOCATED 10-YEAR = 6.70 CFS APPROXIMATELY 1300' NORTH EAST OF 25-YEAR' 7.63 CFS 1 00-YEAR = 10.02 CFS THE SITE. THIS INFORMATION. WAS OBTAINED FROM THE NATIONAL FLOOD INSURANCE RATE MAP' PANEL 142 OF TARROW TOTAL - PEAK DISCHARG- TABROW. TOTAL - PEAK DISCHARGE DESIGNED ORIFICE RELEASE RATE 2509 MAP NUMBER 48041C 0142 C. 2-YEAR 3.63 CFS 2-YEAR = 5.99 CFS 2-YEAR = 1'.52 CFS 1 O-YEAR = 7.26 CFS 1.0-YEAR = 1-0.01 CFS 10-YEAR. = 3.62- CFS 25-YEAR = 8.52 CFS 25-YEAR = 11.39 CFS 25-YEAR = 4.43 'CFS 1 00-YEAR 11.80 CFS 1 00-YEAR = 14.9.6 CFS 1 00-YEAR = 6.36 CFS RE: DRAINAGE- REPORT �1 u API Lo- L MAY C 0 r� Lk- -�13111,1' ti ljA410N G --RING x P11"', troll 1! 1 0011"'At 0*1 El I #I :41VIE I] zip LLJ --- m In Ak I I M." 10, V I el x I :A W-1 �i 3V ( a d •� " 28—DAY CONCRETE BARS, 18 O.C.E.W. �� � ^ a ,. STRENGTH = 3500 psi " DOWEL BARS; 16" LG. y COMPgC�� CE SENT (8 INTO EX7. PVMT.), 0 18 O.C. STABILIZED S�ND (X X X X i X X t' 11 ' q' .. r a, • \`� . \ . \ 1, EXISTING CONCRETE 6" I r—' `• a `\ STREET SAW CUT X rl I ` _ _ �' 4 �!�{ -1, •.. ... .......:....., '., . ,. .. a'iL' ty'i I . ! •:J:. a : •i :::••.,: ': i.: •'' a.: •' , 1 'lY. • I I I a w a iY L J r.. 0 20 40 F�" '0€ _ r. SEE BEDDING DETAIL FOR t1 I a UNDISTURBED SOIL �Eal APPROPRIATE PIPE TYPE t ° • _ i t VARIES ( I a_. _ rq Yam_ PEN C T ONCRETE STREET u r ST4-02 �- -- - � ----------------------------------------- y � � -/1--- tit---- -•-• M - i1 74 -- �t--.......- - � .�! I> ------------ - ---------------------- ��� !� INSTALL 69 LF . OF 24" TARROW ST. CLASS IV RCP STORM O j p (CONCRETE) �> Lx SEWER 0.20% BY � Oft 4 y — — — — — — — — — — — — — — — — — — — — — .— — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — r 3 3 3 f 3 3 3 3 3 3 _ N 9 O 1 x0, _1 03 ❑33 ❑3 ❑3 0j .--.- oj _ SS _3V _ - __ _ 3V --� _ __ _ S_ — j — p_._. 3V CC S --SS _.._ 3V--- —3� 3� 3� 3�i 3� 3�i- - C SS SS — SS -•SS ._..__...__..5s-- •—Ss•- --SS .—.. 3� -' � 3�l 3� 3 3H c ss- - ss sS . SS SS — 7 7 _ —SC - SS � U3 —SS --- -SS SS SS SS SS SS —^_`(_ Z STA. 2+00 STA. 0+06.19 INSTALL 195 LF OF 24" CONSTRUCT 3 x3 CONCRETEZ INSTALL 197 LF OF 24" I O CONSTRUCT 45' BEND CLASS IV SEWER. 0 RCP STORM REINFORCED JUNCTION BOX 0.20% 'CLASS IV SEWER �► RCP STORM I 0 20� o o OPEN CUT CONC. O \ � h i i . ,. *�f DRIVEWAY. SEE DETAIL ST4-02,� l,I ( �% n ^'% yl��/ /A _� ♦ Ly `*�,�P,:.....••••• �' THIS- S - ........................ •EDWARD •T� • ADDICKS % _____________________--_I-------- ------------ RECONSTRUCTED -------------------- �___ 3+97 61222�„ ��'r ••����� DRIVEWAY ELEVATIONS AND CONSTRUCT 3'x3' CONCRETE t NAI. j GRADES TO REINFORCED JUNCTION BOX S 17 I� MATCH EXISTING ——— —————————— ———————— ——---—-----———————————————— —— — PRIOR TO — — — —. — — —— —---- — — ——, I DEMOLITION. I� W M J � M N ao TBM ELEV.=330.84 Z Q H LOCATION: ALUMINUM CAP STAMPED "GPS-109" "' I i SET IN CONCRETE ON NORTHWEST?' Q SIDE OF UNIVERSITY DR. APPROX. I I y 70' SOUTHWEST OF TARROW ST. 0 W 0+00 1 +00 2+00 3+00 4+00 5+00 0 C m N 616.005 'PA OE JOB. # 334 334 — 332 332 . o 330 330 ,� '� 328,328 X. GROUND ' �' 326 ,, \ i� _ _ _ 1326. 324 324 r • r EX. FIBER OPTIC LIME I ite!ny, q�q nnt,, c t7 4iE !r' 322 :2� 322 ,- ; f,, 0 29� TO EL OF CTRICA n EN. 18" TER LIE 7 :t I� I r R �� _ . _ — � DUCT BAN �( 320 L J M ► 320 318 318 TOP OF EX. ELE TRICAL DUC BANK 316 316 a,• 3 314 314 t 312 � N 312 14 N •— N MN MN M. j M M M 310 z zcn cn 310 ao0— o�— o� �?cLC�� S OR gw �ai.ci �?ao. oao. ow������C4.2 " 308 �- �- N �r 2TO STORM 4" RCP -- SEWER SYSTEM r u w 183.50' 32' s , z 180.50' a 172• JUNCTION BOX WITH ORIFICES IL EXCAVATION 36" ASTM F 2306 HDPE PIPE, ADS ONE SHEET FROM ROOF LIMITS N-12 OR APPROVED ALTERNATE (TYP.) FROM ROOF C6.0) DRAIN SYSTEM DRAIN SYSTEM FLOW ----.-- 36"x15" SADDLE 36"x12" SADDLE I I � Jffu umatE uw�mla Ell 1�'uuul uuuu nuu u • I I I I I I ACCESS RISER (SEE DETAIL ON SHEET C4.4) ( I( I 4++ I •ie.i................i..►� 18ffff EDWARD T. ADDICKS op ..................... um ..�, . I 14.5' 36 DOUBLE COMPONENT, ADS Iasull20• N-12 OR APPROVED ALTERNATE-Hulw2lul I I ( t+�•�,�� Ima 36" DOUBLE COMPONENT, ADS 'N-12 OR APPROVED I ALTERNATE f , I I ( 35 38'laUHU I -sm IL� — FLOW •- _,_ _ ____...- _ ...I iLu 7�7 36 TRIPLE COMPONENT, ADS S. FLOW ► N 12 OR APPROVED ALTERNATE I I HUI uuu wmumi UK ul flu OE JOB. 816.005 PA FROM AREA INLET ffff mn ------- ---- ------ 'JUNCTION BOX c_ I I I I s 18 15' I j Lu I.Iwum jj- L&Ajuuw I=, Em"W'%. im I RUMEMIRULULumuuniumm I. . ) I I V I � 36"x18" SADDLE OR FLOW ---.► 36"x 18" ADS REDUCER fr`` 71 28 18" ASTM F 2306 HDPE -- - PIPE, ADS N-12 OR 18" ASTM F 2306 HDPE APPROVED ALTERNATE EXCAVATION PIPE, ADS N-12 OR 36" DOUBLE COMPONENT, ADS �i LIMITS N-12 OR .APPROVED ALTERNATE z APPROVED ALTERNATE U p .rill Z O 210' 1.5' 36.70' 218.70' 257' EXCAVATION 3 COMPONENT LIST NOTES: 1440 LF - 36" IB PIPE, NON-PERF ST 1. ALL DETENTION SYSTEMS SHALL BE. INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION, AND 2 EA - 36" TRIPLE COMPONENTS THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. 3 EA - 36" DOUBLE COMPONENTS 2. PIPE SHALL BE LAID WITH. CORRECT SPACING 5 EA - 36 SINGLE COMPONENTS ACCORDING TO CROSS SECTION ON DRAINAGE 'DETAIL SHEET. C4.4. 11 4 EA - 36" 90' BEND COMPONENTS STORMWATER DETENTION PIPE LAYOUT NTS C4*3 ON —SITE FILL AND TOPSOIL AN i. .►. • �! �i �i �i �i �o Ro (CEMENT STABILIZED SAND) UNDISTURBED EARTH 6" MIN. (CEMENT STABILIZED SAND) 63" i L SUITABLE — FOUNDATION 3'-0" CONCRETE PAVEMENT (SEE SHT. C2.0) vx��o'l p • ' v . � '4• 'ram+'t �h• n,4' ..1•f:•, i�•t{ •^i;. :fJ .t d d . �23, MIN. ` ''; ''+: ON —SITE FILL • '' ;•;';•° AND TOPSOIL I — 6" LIME STABILIZED SUBGRADE EARTH UNDISTURBED I 181' — 1 1 /2 SACK PER C.Y. CEMENT STABILIZED SAND NOTES: 1. ALL DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION,' AND THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. 2. MlNIbd,1M .COVER: MINIMUM COVER OVER ALL DETENTION SYSTEMS IS 12", MEASURED FROM TOP OF PIPE TO TOP OF RIGID PAVEMENT OR FINISHED GROUND, AS APPLICABLE. -1 _ 4 /M 17-nnv MErM n v i f/.G bJJ wf\ •1 L-IN V.1. VI_.1YI LI\i STABILIZED SAND 6" MIN. (.CEMENT STABILIZED SAND) rE 2. G 't ^ n O CORRUGATED RISER 36" HDPE DETENTION PIPE (SEE SHEET C4.3) .ATERAL 3" HDPE DETENTION PIPE 'EE SHEET C4.3) CL LATERAL ;ORRUGATED RISER 36" HDPE DETENTION PIPE (SEE SHEET C4.3) _ATERAL It A „ STORMWATER DETENTION DETAILS NTS. )WARD T1. AC101CKS r 61-222 S a M OMO N OE •JOB. 816.005 PA 0 N vkto 11 J1 I z w*1 z I z 1:01 &I:= C4*4 • V NOTE: GENERAL NOTES: '24" 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" ' 24" X X 6" ONLY WHEN TOP OF GATE VALVE SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE ' 14 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. FINISHED • TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN STRENGTH = 2000 psi BY ANY MECHANICAL EQUIPMENT. W11H #4 BAR AROUND 2. ALL VALVE OPERATING NUT 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH.= 2000psi. ALL VALVE BOX. EXTENSIONS ARE TO BE MADE .'". OF STEEL, SIZED AS NOTE �1) 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF OATSAIN META NTH BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY COPPERHEAD SNAKEPIT TEST THE ENGINEER. STATION LIGHT DUTY) OR APPROVE EQUAL 3. EXTENSIOJ11 SHALL BE A MINIMUM OF ONE `1 FOOT LONG. 4• WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS REACHED 7 DAY STRENGTH. VIEWA -A 4. VALVE BOX LIDS LOCATED ON VALVES TO ISOLATE FIRE 5• ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL WILL HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL SUPPRESSION LINES FROM PUBLIC BE CUT FOR EACH BELL AND FIRE HYDRANT. WATER LINES SHALL . USA, LL562 LOCKABLEE LID. 6. 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. VALVE BOX PER SPECS.. COPPERHEAD SNAKEPIT TEST STATION (LIGHT DUTY) OR VALVE BOX PER SPECS WITH BOX. 2" SQUARE AWWA NUT APPROVED EQUAL EXTENSION AS NEEDED EXTENSION WITH A FINISHED GRADE CENTERING COLLAR. /� TERMINATE 4' TO 5' BOX. FROM TOP OFItAV.r,f :)i As' �' 6" A • ' s SIREV AVARIES-- - 2"SQUARE AWWA NUT EXTENSION WITH CENTERING COLLAR. TERMINATE 4' TO 5' FROM TOP OF BOX, sY " GATE VALVE wtTH ss BOLTS STD. GATE VALVE AWWA C900 W/STAINLESS CON RETE PRESSURE PIPE STEEL BOLTS , BLO KING 14 go INSULATED PVC ORD.I. PIPE ' `• • '% COPPER TRACER WIRE W/ALL SPLICES MADE USING APPROVED WATER TEE OR TAPPING TIGHT CONNECTORS SLEEVE & VALVE ECHANICAL JOINTS . • .; ; ; ; { :•;•:�i; •..: • BLOCK AS DIRECTED. AS REQUIRED WITH SET SCREW RETAINER GLANDS STANDARD FIRE HYDRAN G TE ALVE W VAL BOX WATER LINE S REQUIRE + TEE OR TAPPING SLEEVE MI & VALVE AS REQUIRED AS REQUIRED i ANCHOR 90"' BEN STANDARD FIRE HYDRANT VALVE BOX WJGAT VALVE z STANDARD FIRE HYDRAN a 3 + 0 vnq-r�nerin� - ~ a BURY LINE FIRE GRANT LOCATION REALIGN 'AS NEEDED ,..--6" D.I. OR C909 PIPE 6 MJ ANCHOR COUPLING PEA GRAVEL - FILL TO 1 FT, ABOVE '�"'�'" D p 24" X 24" X 6" WEEP HOLE 28-DAY CONCRETE STRENGTH = 2000 psi 1s THRUST BLOCK D . D WITH #4 BAR AROUND ALL VALVE BOX. "-BLOCK USING 12"02"xe PRECAST CONCRETE BLOCK WEWA -A •• - MIN. DIMENSION APPROX. OR MEGA LUGS '\-•6"//��X,� 12" GRADELOK EQUAL SACKRETEE ONE BAG OF (ROTATE 70 FINAL GRADE) BLOCK AS DIRECTED �./.PIIVNAL GATE VALVE &, BOX STANDARD FIRE HYDRANT ASSEMBLY W1-00 F-1-02 2" SQUARE x 2" HIGH f� Q APMT07ST etcREFE(j,,, &TWIRECIN.S7'0% 9 03 12 BLUE ENAMEL PAINT OPERATING NUT FFOORR AKA EP JTdR ST GROUND LEVEL 4, VALVE OPERATING NUT MAX• METAL DETECTOR TAPE �R )� �� METAL DETECTOR TAPE EXTENSION ATE w%S 9D"CUT-OUT STD " `�yy V L p�RECT g� MN. ��RR NN ELECTR1RG RE SSTI EPA 1" DIA STEEL ROD 14gaISUROPPE SQUARE SOCKET 2" DIA INSIDE g� 21/4" DEPTH EII&EII` SDE TO LOOKSTHE TYPICAL UTILITY PIPE THICKNEIN SS) ALL OP NUT. SCREWS TYPICAL UTILITY PIPE ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET. *TRACER WIRE MUST BE INSTALLED DEAD END DIRECTLY ABOVE THE PIPE, AND SHALL BE TAPED TO THE PIPE AT GATE VALVE EXTENSION INTERVALS. j1{�j�1;��n!j+!!�!�j�}�N(`y�!��+J/(�H! (•��.�I�E, W 1-01 UTILITY PIPE LOCATION MATERIALS W 1-03 16" GAGE STEEL, BLACK• "V" ON ORANGE BACKGROUND, BAKED ENAMEL FINISH AT VALVE LOCATIONS 9" I 9►f V off 1' X 1" X 1/8" X 4' STANDARD GALVANIZED ANGLE IRON PIPE DITCH 47. WALLS --BOLTS 2,000 EXPOSED & P.S.I. VALVE CONCRETE . ; WRAPPED IN 4 < n POLYETHYLENE, SEE SPECS. '/�\\// `AQd. ••• •. do '. '� Bill CKIND DETAIL FOR VALVES ON PLASTIC PIPE 0 e CITY OF BRYAN Mcbadtr%7kwS DRAWN BY: QLM. ATE: 01-01-09 SCALE: N T S PROVED: W:P•K, FIG U RE: wl SHEET 1 OF 4 NOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE.& PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE SCHEDULE ID 00 TH U T C ! S Ill A ft VOLUME a 4i6.8 5.1 11.5 2.51 0.3 tO 12 11.3 1.5 0.6 TEE 7MUSTBLOCK THRUST. BLOCK NOTES. 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND -SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER.- THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK. DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS WIDTH •_ " ,'fit.. a.-� .ti a :r 1,1,..•� • ;, A .22 .. '° `,,y.±. .",•� i:'''t �''• 'mot •tj,��..: �• •�, »•.•• T T OUTER POUR CONCRETE --' Wbo,- DIA. AGAINST UNDISTURBED EARTH SECTIONX--X PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE s G VOEE 90� 6 8" 5.0 1.5 1.5 0.9 2.7 0.4 012 6.5 2.5 1.5 1.2 4.0 1.0 45A fV 6 8" 2.0 2.0 1'.5 0.9 1.5 0.2 0 12 3.5 2.5 1.5 1.2 2.2 0.5 22.5" 6 8" 1.5 1.5. 1.5 6.9 0.8 0.1 1012 2.0 2.5 1.5 1.2 1.1 0.3 1i.25" 6 8" 1.0 1.5 1.510.9 0.4 0.1 10.12 1.5 1.5 1.5 11.2 0.6 0.1 NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN WI B:74' z � BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 5. ALL CONNECTIONS TO COMPRESSION TYPE. 01 EX 6. ALL SERVICE WYES &EXTENSIONS ARE TO BE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAIN LINE CONSTRUCTION. MIN. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 7. METERS AND VALVE' BOXES SHALL BE PLACED BY THE MARK EACH SERVICE END WITH METAL "T" POST CITY UPON PAYMENT OF FEE. PAINTED BLUE. 8. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER VIEWA A THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. DOUBLE SERVICE ONC. CURB & GUTTER CK D• •d a� • i //\A 2' MIN.-3' MAX. BALL VALVE - PAD 0' MI ** SEE SPECIFICATION 660 FOR WITH PLUG , MATERIAL REQUIREMENTS (2 FOR DOUBLE SERV ) APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR TAPPED TEE . WATER STRUCTURAL BACKFILL AREA INCLUDES PIPE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO. 2 IN W4-03) OR EXCAVATED SOIL COMPACTED J TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF OPTIMUM (OPTION NO. 1 IN W4-02) PIPE JOINT TYPICAL HORIZONTAL THRUST BLOCK W2-00 NOTE:: 1• WARNME NoM NONO. MEA ANB'RiNC pOgSG U%0�111 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRLy 2C1(RptgSA&AER!RgEpD�,ygWyETg BORING E ALLLOTgWED DONgLgY WHEN APMPgR�NOV�ED�BgY �� p 4' JAIN. ARBEND GSUCH THAT THEHCARRIERi$IPELKN BEO9LLE� �IBOVETTNESPARTALLEL 2'-0" MIN. ENCASEMENT 2'-0" MIN. OPEN CUT OPEN CUT LIMIT WIDTH OF PAVEMENT LIMIT VISE AQWRIIGNMUN GATE VALVE S-O" MIN. E STEEL. CASINGN AS REQUIRED CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING I 4' MIN. A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1[2" X 1" BRASS WYE `-CORP STOP ( ) 0 FOR DOUBLE SERV.) �11%2 TYPEOK COPPERITUBINGG(DOUBLE SERVICE) 1-1/2" CUT-OFF BEFORE WYE WATER LINE (SEE NOTE 1) NEW WATER SERVICE (SHORTAND LONG SIDE,► 5' STRUCTURAL BACKFILL AREA GATE VALVE W/VALVE BOX WATER LINE W2-02 4-00 ZA SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED TO A BOTTOM OF SUB=GRADE PLACE METAL DETECTOR IN FUTURE STREET PLACE METAL DETECTOR. MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A MINIMUM OF 24" AREA TAPE AT A MINIMUM OF 24" ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ABOVE TOP OF PIPE ABOVE TOP OF PIPE OPTIMUM TO +4X OF OPTIMUM UNDER NON-STRUCTURAL AREAS Oe... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN)' 3. PA���T4jREAS. % ®SELECT MATERIAL OPTIMUM UNDER NEW STREET P '' AND �•�: �-- x SELECT MATERIAL rt ,, `' " ' ' ' ' ` ' " ,,•�',�`�•,,,'���•` ® ,F,.,�,cs•�,.5 CEMENT STABILIZED SAND 6 -12" ra:c;;re.,r,';;ci'•Pt 6 -12 Y.;::h.•,i��')i;t;`, (MANUALLY ® GRANULAR MATERIAL "`` c ;.•h'4? ©(MANUALLY MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE •• • .. CONSOLIDATE ;.: ^,. , CONSOLIDATE t;<t OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC �• AT OPTIMUM r AT OPTIMUM MATERIAL AND WHICH WHEN TESTED BY STANDARD `t?;} MOISTURE) t °: MOISTURE) " j',S+'sit:. f; LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 ; Y' UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 •- UNDISTURBED SOIL - j PIP MAXIMUM PERCENT PASSING N0: 200 SIEVE 35 PPE I�- O.D. MINIMUM PERCENT PASSING 3/4" SIEVE' 100 O.D. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 6" MIN./12" MAX. OPTIONNO. I © CEMENT STABILIZED SAND . OPTION NO. 2 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS CITY OF BRYAN 7b&odZ^nwSW FIGURE: W2-03 W 2 SHEET 2 OF 4 NOTES: 1. FOR BEDDING AND TRENCHING W/THIN ALL PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS.��, 2, ALL BEDDING & INSTALLATION F PVC PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS FOR PVC .PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 4. QMPAS70N SHALLBE ATTAINED BY MECHANICAL i..•�' 5. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. 6. DUST RESULTING FROM THE .CONTRACTOR'S PERFORMANCE OF THE WORK. EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH h� WORKING DAY. 1 8. SEE "OPEN CUT DETAILS" ST4-00, ST4-01 & ST4-02 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET o IN LENGTH. NO BEDDING SAND IN THIS AREA. ZO W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS .WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED'WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. Cm pF BRYAN APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DRANK BY: QLM. VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS DATE: 01-01-09 COMPLETE AND THEN REMOVED BY CONTRACTOR. SCALE: N T S APPROVED: WY K, ALL EROSION CONTROL. MEASURES SHOULD BE CLEANED OF FIGURE: SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. W 4 SHEET 4 OF 4 WATER DETAILS .N h Zh p �n �C O N OE JOB. 816.005 PA C5*0 elr—f— r%r% e% A r—et i�r-r-r �m ^ SEE .. SHEET C&O 7" THICK CONCRETE (3500 P.S.I. 5" THICK CONCRETE 'ON. 0 PARKING AREAS AS 28-DAY STRENGTH) WITH #4 BARS INDICATED SHT. C2.0 (3500 P.S.I. 28-DAY STRENGTH) WITH #4 BARS 0 24" O.C.E.W. SEE MONOLITHICALLY 0 18" O.C.E.W. . SEE SHT. C2.0 FOR CONTRACTION AND POURED CONCRETE SEE SHT. C2.0 FOR CONTRACTION EXPANSION JOINT LAYOUT CURB 0 NEW PAVEMENT AND EXPANSION JOINT LAYOUT DETAIL, THIS SHEET PAVEMENT WIDTH BACK TO BACK OF CURB 1 43- rX 14- . gsk SEE PLANS4 4] 6" MIN. SUBGRADE TREATED WITH LIME PER TREATED SUBGRADE NOTES: PROJECT SPECIFICATIONS. USE 7% LIME AS 1. ALL SUBGRADE TO BE LIME TREATED DETERMINED BY DRY UNIT WEIGHT (35 - POUNDS USING LIME SLURRY. LIMg,RAR, SQUARE YARD). COMPACT TO A MINIMUM OF(987.30F ASTM D-698 AT A MOISTURE CONTENT 2. TREATED SUBGRADE IS NOT SUITABLE BEI'WEE OPTIMUM AND +4% OF OPTIMUM. FOR HEAVY, CONSTRUCTION TRAFFIC PRIOR TO PAVING. 3. TRAFFIC SHALL BE KEPT OFF TREATED SUBGRADE FOR 7 DAYS TO FACILITATE SOIL CURING. TYPICAL. rGNQRET-E PAVEMENT SECTION NTS NOT USED NTS 1/4" THICK DOW CORNING 890-SL SILICONE JOINT SEALANT 1 5/8" DIA. D/2 BACKER ,ROD STAKE To BAR 7/8" DOWEL 56" NTS RECESS JOINT SEALANT 3/8" BELOW SURFACE • 1/4- R /-3/16" BOLT DOWEL FITTING (SEE. DETAIL) LOOsE FIT 26 GA. STEEL R PVC SLEEVE LUBRICATE THIS END OF DOWEL SPACE DOWELS 0 14" ON CENTER --YV' THICK RECYCLED CYCLED MATERIAL AS MANUFACTURED BY J.D. RUSSELL CO. 1/4" TO 3/8" SAWCUT TO A DEPTH OF. ONE-FOURTH OF CONCRETE THICKNESS WITHIN 6 TO 12 - HOURS OF CONCRETE PLACEMENT. SEAL JOINT WITH DOW CORNING 890-SL SILICONE JOINT SEALANT., 41 5 �NT t` 'T `q 4. 4 k%4 FOR - 7" THICK CONC: #4 0 18- O.C.E.W.' REINFORCING CONTINUOUS THROUGH JOINT FOR 5" THICK CONC: #4 0 24". O.C.E.W. REINFORCING CONTINUOUS THROUGH JOINT S&W CUT CONTRACTION JOINT NTS 3/10 of )WEL SIZE) in CONCRETE GRADE RINGS - GROUTED IN PLACE (TYP.) 4"x5" DOWNSPOUT. - SEE ARCHITECTURAL PLANS CAST IRON BOOT-NEENAH MODEL R"4929-08, 40" LONG WITH OFFSET,* EXPANSION BOLT TO WALL AT BOOT LUG LOCATIONS. EXPANSION JOINT AT BUILDING - 3 AND AROUND BOOT AT WALK. FIN. GRADE x 6" ASTM D-3034 SDR - 26 PVC PIPE WITH BELL END CONNECTED TO SPIGOT FROM BOOT. SECURE WITH FERNCO SERIES 1056 ADAPTER, OR APPROVED EQUAL. 6" ASTM D-3034\ 6" 9 O' BEND SDR 26 PVC NOTE: 28" AND 38" EXTENSION SECTIONS ARE AVAILABLE FOR THIS CAST IRON BOOT MODEL. m NG CONCRETE GRADE RINGS - GROUTED IN PLACE (TYP.) SEE , SHEET C8.0 LOOR'' 3'-0" TYP. (UNLESS. NOTED OTHERWISE) SUR 26 PVC NOTE: 28" AND 38" EXTENSION SECTIONS ARE AVAILABLE FOR THIS CAST IRON BOOT MODEL. —#4 BARS 0 12" CTS. E.W. SECTION BOTTOM A & SIDES VIP. ) OTHERWISE) ,,.--CLASS "A" CONCRETE I I #4 BARS 0 12" CTS. r E.W. (2 MATS ON TOP) TYP. #4 BARS 0 12" CTS. TYP. I C*%Al OnTTnkA -0. CIMCC 5 $-690 I.TY01. TYP. \ I //00 0 0\ Q 8 EA. YO ORIFICES .1 I /. 0 c ELEV.=324.30 FLOW I I 1 I I 3 EA. 6" 0. ORIFICES GROUT TO I I 4 ELEV.=323.55 24*' RCP INVERT FLOW ­yp LINE FL=322.25 I I I 6"0 ORIFICE ELEV.=322.30 SECTION B NOTES: 1. LOOP ONE NO. 5 BAR AROUND PIPE OPENINGS. 2. FOR THIS PROJECT, THIS COMBINATION BINATION CURB INLET IS TO BE CONSTRUCTED IN THE RADIUS OF THE CURB. THEREFORE, IT SHALL BE CAST -IN -PLACE AND MATCH EX. FLOWLINES.. NOTE: SAWCUT CONCRETE PAVEMENT CONTRACTION JOINTS SHALL BE CONTINUOUS ALONG GUTTER LIP, CURB FACE, fR AND TOP OF CURB BY V #4 BAR (USE DOWELS 3 SCORING JOINT. PER DETAIL THIS SHEET MORTAR NOTE: PAVEMENT SLOPE PER AT EXPANSION JOINTS) 6" a FINISH GRADES ON SHEET C2.0 #4 BARS 0 18" O.C.E.W. FOR 7" 7" OR 5" (; 7 : •THICK CONCRETE; #4 BARS 0 24" SEE SHT. C2.0 O.C.E.W. FOR 5" () THICK CONCRETE L TMORTAR FINISH NOT .REQUIRED WHEN CURB IS PLACED Y A MACHINE BUT CURB SHALL HAVE THE SAME � OUTSIDE DIMENSION, NTS NOTE: ARRANGE JOINTS SO NO PORTION OF SLAB -IS LESS THAN 2' WIDE BETWEEN JOINTS, AT CURVES, DRIVEWAY RADII, ETC. .9 EXPANSION JOINT INTERSECTION NTERSECTION, -DETAIL N.T. S. DOWEL EXPANSION JOINTS (TYP) THICKEN SLAB. .507o AT EXPANSION , JOIN. T INTERSECTION L---- ---- I 2' TYP PAVING & DRAINAGE DETAILS goo E.-D. W.-A.R. -D ... E.:ADICKS scn zt�l, co in en 9 OE JOB. f 816.005 PA C6.0 q� 4" PVC EXTENSION NOTE: W PVC CAP NOTE 3) (SEE 2.0' 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" PVC WYE WITH BELOW PROPOSED BACK OF CAP or w CURB. MIN. SLAB ELEV. MUST (S E NOTE 3) a. ow BE SET TO ALLOW SANITARY i SEWER SERVICE. a 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS a 4. A CLEAN OUT IS REQUIRED If AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. SEE NOTE 4 PLAN R—O—W OR EDGE OF EASEMENT METER BOX OR STANDARD CLEAN —OUT BOOT 6" CLEAN OUT STACK DIP OR PVC FOR EARTH, SEE BEDDING AND TRENCH DETAIL � 2" CUSHION REQUIRED CEMENT STABILIZED FOR ROCK, CONCRETE GFNERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 .CALENDAR DAYS OF LAST DISTURBANCE. APPROVED. EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED. (OPTION SAND AS SHOWN. NO. 2 IN S2-02) OR EXCAVATED SOIL COMPACTED B/C G`E 5' VARIES —� NOT LESS THAN 3" TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 • . V. WITHIN OPTIMUM TO +47WET OF OPTIMUM QQ�Qk,P 3.5' MAX. "' ° ` `• (OPTION NO. 1 IN S2-02) .� P (SEE NOTE 1.) PVC (SEE NOTE 3) PAVEMENT AREAS (MIN. 1% SLOPE) STD. 45" BEND � STACK 450BEND IV B/C VARIES IN HEIGHT Fl.. , �• , �� : CIA go 2.0le STANDARD CLEAN 5' STD. 45" BEND DUT FOR MAIN LINE SEE NOTE 4 STRUCTURAL BACKFILL AREA TEE WYE SERVICE S2-01 FS2-03 FITTING (SEWER WYE AND 1/8' BEND) D� CDNIVRCTIONPROFILE O SELECT, NATIVE MATERIAL ORIGINAL GROUND IN MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED. BY SELECT MATERIAL ASTM D698 STANDARD AT A MOISTURE CONTENT WITHIN ... �, . R—O—W OR EDGE OF EASEMENT ( ) �_ I�A SELECT MATERIAL % OF OPTIMUM UNDER NON—STRUCTURAL OPTIMUM TO .+4�_ 1`.. ©CE�ENT STABILIZED. AREAS (ie.:.YARDS, PASTURES, EASEMENTS) AND TO A 12" MIN. "ir:•'•" .=`''s: ;`<• r;.t.•,:�•:�;.:x:4 12" MIN. ;>;r::t :;.:..:.•:,-. MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED ;' =.r © (MANUALLY r:,-;•; s %•;.r;; CB MANUALLY VARIES BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN c` CONSOLIDATE i( OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AND r; AT OPTIMUM ,•.: CONSOLIDATE ' AT OPTIMUM PAVEMENT AREAS. g g��pyy :`� • MOISTURE) : °:; PIpE BELL `"` t':.•: r;;. �•;•. ;;:'� MOISTURE) © GRANULAR MATERIAL Ofto '�•:Y";i.`t.•3.5 MAX....,(SEE NOTE 1.) MATERIAL SHALL. BE BANK RUN RIVER SAND WHICH IS FREE �- �• ''� 4 ' { UNDISTURBED SOIL . OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC —,� O.D.mo— I PAP UNDISTURBED SOIL PVC (SEE NOTE 3) MATERIAL AND WHICH, WHEN TESTED BY STANDARD —al O.D.7." I�— LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: » ' PLACE METAL DETECTOR (MIN. 1% SLOPE) MAXIMUM LIQUID LIMIT 45 6 MIN./12 MAX. TAPE AT A MINIMUM OF 24" MIN./12" MAX. MAXIMUM PLASTICITY INDEX 15 ABOVE TOP I PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 2° MINIMUM ATERIALES SHANT LLBE - SIEVE .100 THEFLOWING AND WHEN WET, SHALL 0.,ff.10NN0. I OPTIONNO.2 NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. SEE NOTE 4 TEE WYE SERVICE © CEMENT STABILIZED SAND FITTING (SEWER TEE) STANDARD C0NNEC7I0NPR0l= NOTES: 1. FOR BEDDING AND TRENCHING INTHIN ALL PAVED AREAS, SEE DETAILS FOR OPEN CUT STREETS 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL. BE IN ACCORDANCE TO ANSI/AWWA STANDARDS SANITARY SE V V .PAR3. FOR PVC PIPE. BEDDING AND TRENCH 4. COMPACTION HALLT13E ATION OF DUC11LE IRON TTAINED BY ECHANICALIPE SHALL TAMPING. BE IN ACCORDANCE TO ANSI/AwwA C150/A21.50. SERVICE CONNECTION FOR DI PIPE & PVC PIPE 5. EALL TRENCHES ACH WORKING DAY. BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF 6. SEE "OPEN CUT DETAILS" ST4-00, ST4-01, & ST4-02. F3F-00F52-02 0 e C� CITY OF BRYAN 7Ac0bodZ4TamSW DRAWN BY: C.LM. DATE: 01-01-09 SCALE: N T S APPROVED: W.P.K. FIGURE: S2 SHEET 2 OF 4 0+00 1+00 2+00 3+00 4+00 338 338 0 20 40 1336 .336 0 2 4 334 334 332 PROP. FIRE STATION FF=332.5C. 332 P OP. FINISHED PROP. STEP 330 J- _ _ DE 330 328. 6 TM D-3 4 S .R 2 PV EX. ROUND `� -.. .,.- `- - T ROWS . 328 wl� 6 M —30 4 S 26PVC0.1 f I 326 EX. SHO 9BER 0 TIC LIN I 3L6 • 1 4 0j) R 6 & S °VERE LINK OWN• (ERIFY) i 324 r, I I ®2.82 I I 324 v 322 X. 20"D.I. F°COVE WAT IT ACTU R LINE LD ARD DEPT , 1 J 322 F LIME UNKNO N .VERI 320 320 ERAG AXIMU WAT SEW R DE R LO AND: DING: 0 GP 21,600 PD (WED UPON AVERAGE OF 1 GPM FOR A 24 H R PER OD) ONT ROS CT LNG R TO XISTING VERI U DEPTHS ILIT! S. PRIOR OF L 318 EAK S ER OADIN : 8 GPM SHOR DU TION EAK LOW ONS OOR RUC INAT ON FIN ON L D CT SIGN R TO OF SkNITA Y 318 I I I f 316 i 316 I I EX. E DUCT ECTRIC BANK L 314 314 t1� N ei• � 00 e1- 1" O' 312 Oj"MO�.M Oil on q n +M . u +NM M ��i 312 a a �t �WPROPOSED SANITARY SEWER SERVICE PRO 2'-0" MIN. MACHINE BORING 2'-0" MIN. OPEN CUT (TUNNELING) OPEN CUT LIMIT WIDTH OF PAVEMENT LIMIT [IV VA r3!--O" MIN. SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE NOTE: 1. FOR MORE INFORMATION ON WATER .AND SEWER LINE CROSSING. SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. TWICAL URBAN CITY STREET CROSSING 53-02 1+00 338 NONEmommommommmi OEM MEMO mmummmmm-mm mmm mmi DETAILS IAN 00 : �k EDWARD T ADDICKS p. 61222 dw M J 00 W � H W . W 338 0 c m N 40 OE JOB. # 816.005 PA 4 1336 334 Z 332 330 328 V 326 CO ki 7 rr `' ' G � ' 3241 322 320 318 e+` 3 316 314 � ARY, 312 P OFI E c�*0 6 e 0 CPI'Y OF BRYAN anccaadLi&Tc S .. DRAWN BY: C.LM. DATE: 01-0t-09 SCALE: N T S APPROVED: Wp,K. FIGURE: S3 SHEET 3 OF 4 0 WMID T. ADDIC? con • • • i ��„...._` "_-..._---_- • • • • • 5-0 MIN. W-0" 6* TYP. E313 030 L FEMME A rlE [3r-3E3rE3 rjr jr7lrlrl [3[38E3 of$ EXTENSION 7 CURB LINE WHEN 10, -!i A IC3 3 3 1 6ft MI Mj :i 83 30 RECESSED INLET A . 13'RADIUS E3E3 C3 2 CONCRETE ------ GUTTER 71771-77 2 13'RADIUS 6" , �;0N, -O.D. + 6- h6g'; AC OF C 2'-0" MIN. 2'-gw SQUARE 28-DAY CONCRETE 6 2,C WARP PAVEMENT SURFACE TO THROAT OF INLET SEE SEE r_Dl_-0_A STRENGTH =3000 psil PLAN PLAN TYEW =28-DAY CONCRETE STRENGTH 3000 psi #4 BARS 12- O.C.E.W. O.D. I t 6" MIN. SIDE WALLS 6" TOP & #4 BARS, 6- O.C.E.W. CAST IRON MANHOLE COVER BOTTOM SLAB -sm A TOP OF CURB TOP SLAB AND FRAME 6" — ------ 4 ------------------- 4- ,SECTIONA-A k EXTENSION NORMAL GUTTER LINE DEPRESSED GUTTER LINE Li i. 6" SIDE WALLS #4 BARS 6- INVERT "6# Typ. TOP & BOTTOM SLAB SHAPING CONCRETE FILL A-<-J #4 BARS W O.C.E.W. SEMONA-A SIDE WALLS BOTTOM SLAB jUEVAMN con, SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET, W/EXTENSION Dl-00 28-DAY CONCRETE STRENGTH =3000 psi A FLOW_ A r MAIN + LINE coo!: I 4 z L 0 _90m.+ 6_0 MIN. 3' SM. CAST IRON MANHOLE SQUARE COVER AND FRAME (30- DIA.) PLAN O.D. + 6" MIN. #4 BARS 12r" O.C.E. 6" TOP & BOTTOM SLAB SIDE WALLS .3" MIN. EACH SIDE 6' SIDE WALLS #4 BARS 6m O.C.E.W. Cm of BRYAN v � mo TOP & BOTTOM SLAB w NAA DRAWN BY: Q L M. DATE: 01-01-09 SCALE: N T S STORM-SENVER APPROVED, % Pj K. FIGURE: JUNCTION BOX Dl Dl-021 SHEET I OF 3 SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS; LUMPS; CLODS, OR DEBRIS- LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A 20 COMPACTED CEMENT STABILIZED MINIMUM OF 909 OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A.M61STURE CONTENT WITHIN SAND, 1-1/2 SACK/CY (PUGMILL OPTIMUM TO +4% OF -OPTIMUM UNDER NON—STRUCTURAL ONLY). SPADE BY LIFTS INTO PIPE O.D. PLACE TO, FILL VOIDS AREAS ie...'YARDS, PASTURES, EASEMENTS) AND TO A ALL AR MINIMUMOF 98t OF MAXIMUM DENSITY AS DETERMINED (4r IMIN.)t.OUND- PIPE. MANUALLY BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE AT. OPTIMUM OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. MOISTURE. PE MUST DESIGN TRENCH DETAIL SITE SPECIFIC FOR HDPE PIPE, 8" MIN./124 MAX. HDPE PIPE IS NOT 10 'BE THE TRENCH .BOTTOM SHALL BE USED UNDER PUBLIC STREET - GRADED SO AS TO PROVIDE UNIFORM PAVEMENT AND CONTINUOUS SUPPORT FOR THE, CEMENT STABILIZED SAND AS PIPE BARREL BETWEEN BELL HOLES. A MINIMUM WILL ALWAYS BE REQUIRED. BEDDINGAND'TRENCH FOR REINFORCED CONCRETE PIPE' I.D3-0 H Q BRYAN MkGOWLA nmsw CITY OF MUKL: D3 SHEET 3- OF -2. wMACHINED REARING SURFACE 2-1 30" COM SECHON PICKHOLEDETALL COYERFACE COVERFACE COVERBACK [MANHOLE RING AND COVER ■ JD2-04 I Qi O Cr ff oF M Coda% T= AW BRYAN D 2.. SHEET 2 OF 3 DRAINAGE DETAILS 7. , 61222 - it CND OE JOB. # 618.005-A 1 1 1/8" R SEAL WITH JOINT MATERIAL 4': r .• c, e • •'• 6" MIN. METAL KEY WAY PLATE DEFORMED TIE BARS #4 X 18". 18" O.C. TYPE "Dti LONGITUDINALJOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE SEDIMENT CONTROL FABRIC . FASTENED SECURELY TO T-POST & WIRE MESH METAL T-POST 8" OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF HAY BALES TO BE SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE. USED IN AREAS ALONG SLOPE CONTOURS. DRAINAGE FLOW. OF FLOW NATURAL GROUND pIRECTiOtl „ 4"X4" MIN. TRENCH 4" za" SILT FENCE ASSEMBLY TRANSVERSE REINFORCEMENT #4 BARS AT 18" C. TO . C. -03 �\ "G" JOINT I AV CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED L- LONGITUDINAL REINFORCEMENT: #4 BARS AT 18" C. TO C. TANGENT SECTIONS SEAL W/EXPANSION JOINT MATERIAL 1/4' R� GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDEp'WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE, APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY. CONTRACTOR. ALL EROSION. CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. 18" C. TO C. TYPE "D" JOINT i =ICAL JOINT & REINFORCEM� LAYOUT FOR CONCRETE PAVEMENT SMOOTH DOWEL BAR f Q vo 8 CITY 'OF BRYAN MCbodfAn=•W DRAWN BY: C.LN. DATE 01-01-09 SOALE.N T S APPROVED: W.P.K. FIGURE: S.WP P 1 SHEET 1 OF 1 3/4" 0 X 18". 12" O.C. COATED W/HEAVY GREASE) 3/4:, .. MIN. - -�.• - [-1 TYPE 11GH EXPANSION & CONSTRUCTION JOINT TO BE SPACED AT 46' INTERVALS & ALL RADIUS POINTS, P.C.'S, P.T.'S, & OPPOSITE P.I.'S, & ON ALL HORIZONTAL & VERTICAL CURVES SAWED OR FORMED, SEAL. WITH JOINT MATERIAL. SEALING NOT REQ'D IN CURBS. 3/8" R �1 /8" TO 3/16 3 )4" 6" MIN. #r' BARS, 18" O.C.-E.W. TYPE t'B° .CONTRACTION JOINT TRANSVERSE JOINTS SHALL BE SPACED 15' CENTER TO CENTER 3., .METAL KEY WAY,PLATE r NOTE: ' . EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB .EXPANSION JOINTS SHALLBE AT 60' CENTERS: CURB TYPE "B" JOINT CONTROL JOINTS SHALL BE AT 10' CENTERS. TYPE "D" JOINT LONGITUDINAL JT 90^ TO CHORD OF RADIUS. (TYP.) 0 (.T'YP.) w TYPE "G" JOINT AT ALL RADIUS POINTS AND > MAX. DISTANCE OF I 300' ON TANGENTS t-1'-6" BACK OF' CURB TYPE "D" JOINT TYPE "B" JOINT TYPE "G" JOINT AT FUTURE . EXTENSION OR AT PROP. WORK (TYP.) VA Z,YPICAL JOINT LAYOUT AT CONCRETE INTERSECTION GENERAL NOTES: ALL. AREAS WHERE EXISTING VEGETATION AND • GRASS' COVER HAVE BEEN BARED BY CONSTRUCTION SHALL.BE ADEQUATELY BLOCK SODDED OR HYDROMULCHEO'AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE 'SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. CHY OF $RYAN m APPROVED' EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE 'TIME THAT EARTH HAS BEEN BARED BY DRAWN BY'• C.LMi. CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN. REMOVED BY CONTRACTOR. DATE: 01-01-•Og SCALE; N T S APPROVED,W,P.K.' F IG U RE" ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. S T 3 'SHEET 3 OF 4 ST3-00 TYPE "D". EXPANSION. JOINT. A ''� MOVEDGTC�UI & ELEV. ` T/C . ELEV+ 3" TYPE "G" EXPANSION JOINT KEEP V RISE TO PROPERTY LINE EXISTING &TfER PROPERTY *� VA41ES PVMT.. �3EXISTING 6" * MAINTAIN 2%' MAX RETURN CURB TO HAVE - CROSS SLOPE A ROLL FACE DIMINISHING - --- - - , AT RADIUS POINT. AMBULATORY RAMP EXISTING BASE �NRIS -DRIVEWAY APRON SHALL BE 25' MIN. REMOVE CURB LONG TUDINAL THRU RAMP JOINT SLOPE 1:12 MAX. DEFORMED 11E BAR ?" (28-DAY CONCRETE X 18" O.C: VOW STRENGTH 3500 si W #4 psi) / BARS 0 18" O.C.E,W. ASPHALT SIDEWALK ------ _ ----------------------- , TYING NEW CONCRETE TO 'EXISTING APRONS W/O CURB & GUTTER �'�" � --------------------'------------------- CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN NEAT .NEAT ` ONLY . DITCHED .STREET SECTIONS SAW CUT ' SAW 'CUT ONLY. 1' Z - - - - - - - - SEG'TIONA A1'r �1� TYPE. V. A NEATY . EXISTING CURB & GUTTER TO EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET ' SURFACING AS NEEDED COMMERCIAL DRIVEWAY FST2-031 FLEX BASE # BARS, 18" O.C.E.W. 28-DAY CONCRETE *MIN. 6" HMAC EXISTING SEAL COAT/ STRENGTH = 3500 psi EXISTING 6" SAW (TYPE C OR D) HMAC (8" INTO EXIT.EL BARS, }6"L ., O.C. C.STABIUl&CjWT GRAVEL STREET 0 0 0. • m . o., • op-o , •,o'o. o•. • o p v EXISTING CONCRETE 6" 7�" STREET �I SAW CUT COMPACTED CEMENT j� M VARIES ""�r`k-'`°' w "! ��i��';.. w�:R COMPACTED CEMENT ` ALA �:•.; t2 ll��-- :..•:� • . •. . • ; : • :� STABILIZED SANG OR STABILIZED SAND x `,':., • ,�,�: FLEX BASE*REFER TO HMAC SPECIFICATION i`v!;y�•..;:•''t.�ti 1` " ,,,::• FOR LIFT AND COMPACTION s: �'•r"Rti»:r";J, ,� 12 REQUIREMENTS ,. "t. ... SEE BEDDING DETAIL FOR ;;;,.�„ •f..,rn SEE BEDDING DETAIL FOR of ' ' fk° " APPROPRIATE ' PIPE TYPE i r� D ..••. 1t• n + , APPROPRIATE PIPE TYPE ;�•;�, ,•':�'t UNDISTURBED SOIL VARIES ,� �; .�' ,;•r•• UNDISTURBED SOIL SEE BEDDING. DETAIL FOR VARIES UNDISTURBED SOIL APPROPRIATE PIPE TYPE VARIES OPEN CUT OPEN CUT SEAL COAT% . • GRAV�SL STREET OVERLAY STREET.. . OPEN •CUT. CONCRETE S'I'I�]�,ET .ST4-00 ST4-0_1 ST4-02 H� con Cl� Gg 8 CITY OF BRYAN 7u GwdzAnwSw DRAWN Sr C.LM. DATE: 01-01-09 SCALE N T S APPROVED: W.P.K. FIGURE: S T2. SHEET 2 OF 4 Q o con 0 CITY OF BRYAN DRAWN Or C.L.M. DATE 01-01-09 SCALE: N T S APPROVED:W.P.K. FIGURE: ST4 SHEET 4 OF 4 STREETS & SWPP DETAILS' ................. D T. ADDICKS 61222 DAL'T M OMO CA` . Wr J M p N OE JOB. 816.005 PA C900. 0 s ! A Cf omeIDeviceal� i Rona (SEE NOTE 2) END m END I WORK ROAD WORK ROAD I o ROAD WORK I o AHEAD AHEAD a?x2o i D 1 CV20-10 �8'X 24• I (SEE NOTE 2) ROAD 48• X 48" I 1SEE NOTE 2) CV20-10 .96 i WORK (FLAGS - SEE NOTE II \If 48• X 48" I 5 AHEAD V I� 'M"� �I� tFLAOS -SEE NOTE 1) � i D 1[ ;1loric vehicles or other , � ctr2o-1D I - m I equipment necessary for D 48" X 48" M i c the Work operation, such I as trucks, moveable cranes, 1 (FLAGS - p , ;, SEE NOTE 1! ( etc., shell remain in Channeiizotton devloee (A s • ( areas .Separated from false may be omitted if the I of trafflo by ch=vlfza- r from the s mirt A., Chameiizin0 i of devices at all times. Of 03 i S traveled fray. I Devices (SEE NOTE 2) I o ' 5 • I � , 1 o sA Chanel Iz)ng ro• I I 'a i e fool j Devices n. (SEE NOTE 2) + = Inactive I work vehicle a, 1 Type III barricade, I ^=•1; 0 ohanneiizing devices,or ( m I ? I shadow vehicle with orangeo f,E le 1: flogs or warning lights. i i When shadow vehiole'te I ( required, it shall be equipped I j x with Truck Mounted Attenuator. x ( Devices iSEE NOTE 2) J END END 1 •: ROAD WORK 1 I J � I ROAD WORK . ` 020-2a I s I 480 X 24" G20-2a (SEE NOTE 2) (SEE NOTE42) ( ( j 'a 10 1R01 0 3 VAWHEA IN i N I Chalneiizing I i -Devloss ROAD Cil2G-1D A Chaneliztng ROAD (SEE NOTE 2) 48" X 48• Devices CTt20-to WORK WORK (FLAGS - SEE NOTE 1) (SEE. NOTE 2) 48' X 481 (FLAGS - SEE NOTE a AHEAD ( AHEAD>4C 2x 4a" (FLAGS - SEE NOTE 1) TCP (1-1a) TCP 0-1b) TCP (1-1o) Work Area Near Shoulder Work Area on Shoulder Work Vehioles on Shoulder TRAFFIC CONTROL FOR TARROW ST. The City of College Station CITY OF COLLEGE STATION a o: t3cuc 9980 . 1101 Texas Avenue * College Stauon, Tjt 77f142 a (9M 764 3870 March 30, 2014 C 06 'Texas Department of TransportatiionAl tn: Karl Nelson,P.E. 2'102 Tabor (toad Bryan, Texas 77803 RE: Newfilr+e Statia►n on Untvei'sky at the :oorner with: Tarrow St. Dear her:. Nelson-. Please find the following enclosed. permit applications and set of drawings regarding the above referenced project: Permit to Construct Access 'Drivewa Fadlities - 6 Y aPPllcations The applicant has submitted a driveway permit for. the City of College Station new fire, station at the oomer of Universky, and Tarrow. The driveway will be tooted at the northwest corner of the tract approximately 300 feet west of the Tarrow St intersection. The site, plan for this development is currently under review ,by the City. Drainage will be: detained at the souther end ofthe tract and outfall Into the: City's storm; water system. Details regarding the driveway configuration can be found on Site Plan Sheet C2.0. Traffic control details can be'found on TXDOT standards sheets, TCP (14)-9.8; and the BC standards. Please review this submittal at your earliest convenience and return three signed copies of the permit for our distribution. N you have any questions feel free to contact me at. 979-764- 3566. Than , R. Guerra Jr. AiCP, Transportation Planning Coordinator cc: TxDOT Driveway Permit file Encl. form 11068 (6) Exhibits C2.0, TCP* (1-4)•98`, and the BC standards sheets (8) R Hoene ofTexes A&M Univea ty LEGEND e�za Type III Barricade �N,1N Charmilzing Devices q FIOQ ( Heavy Mork Vehicle ia) Truck Moulted Attenuator Troller Mounted Portable Changeable Flashing Arrow. Panel Message Sign [Lo Flogger A'On Sign Post Mintmm Deelroble Taper L he ** Sheeted 5lxtoi Moximum of Device Mlnimum Sign Spcoing X Dletance Posted SpeedaE Formula 10, Offset 11' Offset 12, Offset on a Taper on a Tongent 30, 2 Los� 150' 165' 180' 30' 60'-75' 120, 35 205' 225' 245' 35' 70' -90' 16O' 40 265' 295' 320' 40' 80'-100' 240' 45 a L WS 450' 495 540' 45' 90'-1.10' 320' 50 500' 550' 600' 50' 100'-125' 400' 55 550' 605' 660' 55' 110'-140' 500' 60 600' 660' 720' 60' 120'-150' *600' 65 650' 71 S'l 780` 65' 130'-165' *700' 70 700' 770' 840' 70' 140' -175' * 800' * Cenventionol Roods OMY **Toper Ienvft have been rounded off. L-Length of Taper (FT.) W-Width of Offset (FTA S-Posted Speed (MPRI TYPICAL USAGE( '1g8ILE DURATION IJ SW TERM STATIONARY INI MEGIATE Ti W STAnaNARY I= TERN STATIONARY GENERAL NOTESt 1. Unless otherwise stated in the plane, flags attached to signs are .BE�4lIBEtL 2. At traffic control devices Illustrated are HI I6EQ, exoW those denoted with the triangle symbol may be omitted When stated elsewhere in the plane. 3. On high speed footllttes advance Warning signs. should be installed approximately 3X from the work area or from the beginning of a lane or shoulder taper. On low speed fosilitles the advance Warning signs should be placed based on the "X" minimun distance. 4. Inaative work vehicles or other equipment should be parked near the right-of-way line and not parked an.the paved shoulder. Only pre-quallf led products shall be used. A Itat of oompitont products and their sources may be.obtained by writing or foxrngl Standards Engineer Traffic Operations Division - TE Texas Department of Transportation 126 East IIth street Austin, Texas 70701-2483 Phone (512) 411 Fox (612) 416-3161 E-mail TRF-STANDAHDOMIIge.dot. state. tx.us The requirement for shadow. veh to I so will be )feted in the project GENERAL NOTES,. Item $02, Barricades, Signs and Troffto Handling, Texas Department of Tronsportatlon TYbfY'!o Uperoflans DNlalon TRAFFIC CONTROL PLAN TCP 0 -1) -98 ©TxDOT Deawber 1985 m.. mom co moor mn moo* I CRe m " 2-94 REVISIDNS "T SECT J0 M14MBA1 9-� 1^87 nIST CWttf SMELT Mu. 4-99 151 t.�„•�'ri err !. Permit to Construct Accefss :Driveway Facilities roltn 1050 �112 on•Highway Right oaf Way MAR I i A19 PERM HU A13ER: W-W ENTER PERMIT NtjMl3Eix HERE GPS` ROADWAY R ESTOR DE, LONGITUDE HWYNAFAE 60 30.8324, 98.3302 FOR TXDOTB USE NAME of C 8taN0 Donald Harman CONTROL 0696 u1ECTKJN 01 MAIUNG ADDRESS P.O. BOX ON30 C , 3TA ZIP MeasSIA116ft.TeXaS77842 PHONE NUMBER 979.754.3570 'eLOBALPOSiT10FNN0SYSTEM 000R01NATESATINTEFtK 10NOFDRIVEMYCEtCMLINElh9TNR81MG_R0A0Y1b4Y The TOM Department of Transporfatiort, hereinafter called the State, hereby authorizes City of Coitege Station I , hereinafter caged tale PenTi tl es, to 0, construct I Cl reconstruct a fire station (residential, convenience store, retail mall, farm., ebc.) access driveway on the highway tlgght of way abutting highway number FM do In Brazos County, located approAmately 300 feet southwest of the FM 60 (University DdveWarrow Street Intersection. Subject to the Access Driveway policy described on page'2 and the following: 1. The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction and maintenance of an access driveway on the state highway fight of way. 2. Desgn of faoMs shag be as follows andlor as shown on sketch on page 2 and is subject to conditions stated below: Construct a 29/ wide concrete driveway with V curb return radii, remove and replace 6' wide concrete sidewalk. Design details are provided on the attached constmcdon plan sheets -Plan Sheet C :O-Site Grading Plan; Plan Sheet C4.0 - StOrmwater Detention Calculations; Plan SheetC6.0 - Paving and Erosion Control Details. A copyofthe DrainageRepart Is also attached. Traffic control will consist of single lane closure for the driveway installation, In accordance with TXII Standard TCP {7-4)-51AXP 0 4a). A copy of'this standard and the BC standards are inducted with this permit application. A copy of the approved driveway permit including these standards will be provided to the contractor. All construction of materials shall be subject to inspection and` approval by the State, r 3. Malyderience of fadi lee constructed, hereunder shall be the responsibAity of the Peni ttse, and the State reserves the right to require any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adjacent to the highway. Changes in design will be made only with approval of the State. 4. The Perrnittee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this permit. 5. Except for regulatory and guide signs at county roads and city streets, the Penriffxee shalt not enact any sign on or extending over any portion of the highway right of way, and vehicle service fixtures such as fuel pumps, vendor stands, or tanks and shelf be located at least 12 feet from the fight of way line to ensure that any vehicle services from these fixtures will be off the highway right of way. 6. The State reserves ftsight to require a new access driveway permit in the event of a. material change In land use or change In driveway tradic volume or vehicle types. 7. This permit will tleoo ne null and void if the above -referenced driveway facilities are not constructed within six (6) .mon till froth the Issuance date of this permit 8. The Permittee will contact.the States representative wait Norwood, Maintenance Supervisor telephone, (_EL) 778 SOS4 , at least twenty-four (24) hours prior to beginning the work authorized by this permit. 9. The requesting. Permutes will be provided instructions on the appeal process N this permit request is darted by the State. veto of Issuance Representative The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction and maintenance of an access driveway on the highway right of way. Date: Signed: (Property owner or ownees representative) gig -th 01., 7 -9 ROAD g WORK 181) AHEAD g, 8" X D 48" X 48" (FLAGS - SEE NOTE 1) ok Slw #canto �v m :9 a Type IIi bavtoade, ahaneltzing devices, or vehicle with ohm$ 3 shadow era flags ormarning lights, Nhen shadow, vehicle is i2R Y`a required, It Shall be ei with Truck Mounted Attel d O C20-20 48" X 24" TCP {1-4a) One Lane Closed ROAD WORK - w� cw2O-iD AHEAD 48" X 48" (FLAGS - SEE NOTE 1) EHD RDAD it[ftiC FOR-9 020-2a " ONE 48 X 24 (SEE NOTE 3) n A11 xT Cw20-5L 48" X 48" Cw20-SL 48" X 48" RIGHT (SEE NOTE 5) J J Zoo' min /48'"6X 48" SCw13-1 24" X 24" i:. ;• LEGEND oars Type III Barricade ri lit Chonnelizin0 Davtoes (� Flag " He vy'ror_Y~ehloIe M Truck Mounted Attenuotor Trot Ior Mounted Portable Changeable Flashing Arrow Panel M • Message Sign 0.0 Flogger .ii Sign Poste MInlm= Deelrable TQWWW Shestetl Maxiff m Ing of Oevtoe Mtntmun Stan Spcaing X Distance tF Formula 10, offset 11' Offset 12 offset on a Toper on a I Taxont 30 WS 2 L. 60 ISO, 165, 180' 30' 60'-75, 120, 35 205' 225' 245' 35' 70'-90' -160, 40 265' 295.' 320' 40' 80'-100' 240' 45 LmWS 1 450' 495' 5,40' 45' 90' -i 10' 320' 50 500' 550' 600' 50' 100' -125' _ 400' 55 550' 605' 660' 55' 110'-140' 500' 60 600' 660' 720' 60' 120'- 50' *600' 65 650' 715' 780' 65' 1 130'-165' * 700' 70 770' 840' 70' 140'-175' 't(•-800' * aanventtenal Raade only **Taper- lenot" have Bien rmu%d oft. j L-Length of Taper (FT.) w-Width of Offset (FT.) S-Posted Speed (WHI •' TYPICAL UMOD IpBILE SNORT DURATION SNORT TERN STAT OVARY INiERIDIATE TM STATIONARY LONG TERiI STATIONARY GENERAL NOTE t 1. Unless otherwise stated In the plane, flags attached to the signs are 2. RMto control devices Illustrated are except "so denatedCowith the triangle Symbol may be ami stated elsewhere 3. lhetf(>M1O ONE LANE LEFT a Tqon may be used fcl toiling the RIGHT LANE CLOSED*sign. Spaol� at am between signs should be the 3fi X 3fi :* ECwi-6a minimum d stance Ind dated. >x: 36 X 36 4. ROAD 1fGRK1eMeEiAthhDmmel�ly5i M be repeated if the vletbti ity of the work CN20-5R O 5. paivsemerltselarkinge are not removed and traffic 18 directed over " Type III barricade, fI * a a double yellow centerlim, the ma(imlm epacting of aharvielizing . 48 X 48"chol mi izing devicee,or s s devices in a tangent seat ton Should be no greater than 10 feet. shadow vehicle with orange flogs or warning. lights. SCw1-41. When Shadow vehicle is 48" X 48• required, it shall be equipped FORM :With Truck Mounted Attenuotar. ■ -J x SCw13-1 ALA► E ONE ; 24" X 24" -�''- CLOSED LINE LEFT RLANE Cw20-SR 48" X 46" R20-2L �� w, J CLGSEO 48 X 60 (SEE NOTE 3) J i Cw20-SR 48" X 48" The requirement for etadwt vehialea FORM will be listed In the project GENERAL NOTES, ROAD:W�iK „s,, v, Item 602,'Barricades, Signs aril Traffic Handling. ROAD 4ONE e x i°a" x LANE LINE :WORK � AHEAD °a" LEFT x CW20-5R IITWO DeparAM& of Transportdtlon CW20-1D 48" X 48" 48" X 601, Trdflc.Operallow Dlvtslal 48" X 48" (SEE NOTE 3) (FLAGS - SEE NOTE 1) x ROAD TRAFF.T'1r: CONTROL PLAN woRK �. •, AHEAD ,. TCP (1-4b) cw2O-10 TCP 1-4:) Two Lanes C I osed (FLAGS = SEE NOTE i) ©T4QJ Dember 4885' ' vm moor I ex- raw. owt mmT ],4K,, am . 2-M .� eeVSl • F p,.T 5'cCT .lug M1Dti"Ai '.' ). TRAFFIC CONTROL FOR UNIVERSITY DRIVE " • �,� � . �9S "�.. " J . - i o35i" T/. - SMrest• lu teas 1059 Pt t 94004) . PaQe2of2 i Access Driveway RftUladOlkg 3 N The Texas Transportation Commission, in m oognition of its. responsibilityfor the safely and utility of public highways imder its jurisdietioa, has directed the dePartment W adopt access driveway standards to ac(:ompiish a coordinated development between highways and abutting property. ` For this purpose, the booklet entided "Regulafiow for Access Driveways to State Highways", was published and adopted, s(xiiltg out i deparbrIentall policies to ragulate construction and mallaftenae of aceess driveway duties. . f: Sketch:of IntltaiUadon l { i CITY OF CIC)LLE�E STAT[ON E FIRE: � TA TION NO►. S, UNIVERSITY DRIVE & TAR ROW 'STREET 1 ; ACCESS ` DRIVEWAY + §LDEWALhC f i 1, �- SEE ATTACHED EROVISI NS f.MPORTANT - { TxDOT DRIVEWAY PERMIT April. 15, 2014 pM so: (unive"I y Drive) (South ROM *Tarmw 8tr0et{WddtROYl)' aw oiroouw Station FireStation No.6 College $Won, Texan Acts griveway Permit - 'W :e 28' &B wl 3W R (Non Fire Truck)* 6' x 260' 4f- Sidewalk GENERAL _SPECIAL :PRQ. 10 S {/��e�`:(�:suns rinlvewav .'Permit 1: 1) Tnd tc Control plan .ia required, as :per TMtffCD, prior to start of -oonstme0on work lit FV 60 dght-of,+way. (See;Attached) 2) Lime- closure wpi be allowed. between '11:30 AM and 4:30PIM only, 3) Areas: within R4111t disturbed by construction ,shall be nedond` to equal or better conditions than existing prior to construction. 4) Contractor shall: be Iresponslble for locating :rill. �ti111:19s within. the right-of-way construction site. Contacts with local, utiiity . companies and: utility locators are: required. 5) Access Entrance shall be constructed ass per Civil Site Plan Detalle !j ',L t.$liL ll S_ heats C2.0 tie C.6:Q1 .. .... . 8) Eduuadf ,existing( Daventent• shall be neat $g in sball Idl l3Md�l �m aduo 21 exhitina; pav_entent. art out 'j OT aruth0ifts on. 7) No undercutting of existing asphalt ' paveanent will ba aikwed.. . 8) 991111ul ter shall ntolI MOT .Brews �anti+t►ttanc_o_f?"T6.80fiilm fee hanldom e, .an__ :roadwav signs in conflict with dniveway.l aid -walk cant atructron. 9) Sidewalk I ramp' -construction in MMMnftg Drive daft-afM *halt: •ite in accordanc..e 'with , new TXD0T ,APA repuirietnenut8.. Ii111101ax- arglsasione thru ddvetySY..enlea *iw. tSldelwalk Width. 3'1' So: P_ntlandsn, " 10) No..color .textuffnill shalt .be toed 11or.-nmos at.prllrate. •or (ommerctat • pjvr MM: „Only on..nlggii)g•.+�ts:ritJnivanatity.Orhre A:I�r Strgetf 11) M. apron (r) construction: shall ,be in accordance with Plana Standard Details; b $00'e fiaatiofis. (W = * k3 6 4 R w 3Q1 Relin1_oi�inI „be * ,Barra - .18" MCA. W. 'o r 12) 91111111111 "MO s exas Indicated. 13) Pa" , S ce. n ha I ,W l4 d clear. oat, mud. dellids, etc. 14) n rl.AQ,I� I. MPAN110tiva mkt .I 9010, Mr. Walt Norwood at T78.6054. or Walt; o oI"Tx,�DO •aaxl :or a TxDOT RepresaMstiv6 _Pdo�staftina work_In . he Faso fla way. 0m AcceleWs '0wowav alkali.: file • f- rkghir`out only. R fe►etor>pz(agi nnnlntod blfgtieru/anr,--,, Mind shall„ be A.. ,*a.1 : MW lane -I :aurbhw ern ilgli IM alnftrersity Ddyw, a Me aNef, i.Iapr'�0.4a.. lay K, Ay 0,1f I ztlo v Via.# 0 N Eil'4 IN Mo 3it4.1G ,:�•••••••, tk�t EDWARD T ADDICKS 000......:....... #..." ���o • 61222 • a:,, 110.6 so 01 W Cd 1--iCAI � �z UJo� ZQ9 zap LN ""W e. W I= ETTC a06 2I CA ce m O N OE JOB. # 816.005 PA 9§ e• .- 2' strip if cut ' ugh � TYPE 7 s1Wa4 e y Mtn is greater than 4' length. Otherwise place detectable table 8,3y S+ warning on the entire surface '•a,; rp, 4f of cut through. rQ /q Ramp Limits ,, Ldlgg R s°upe TYPE i rar,o of Payment �' �o'1ai Rcihp Align curb parallel a, 2Y Ramp Limits w tt1 crosswa l k ..,1W of Payment. II 5 `tin N of PaymentRomp s�.. M1 �`to Cross slope not to 5' Mtn Ramp Limits Curb details are exceed 2% on any of 'Payment shown elsewhere portion of ramp or. TYPE 21 in the plans. transition to street. TYPE 20 S� CURB RAMPS AT MEDIAN. ISLANDS. DIRECTIONAL RAMP.WITHIN RADIUS a '(Sidewalk Set back from .curb) Planting or other TYPE' 1 O s' non-wolking surface " TYPE 8 If otectedf is5 % Sidewalk d Is PERPENDICULAR CURB RAMP �{ Landgn0 Ramp . ''' Ramp Limits Landr Romp PaL Limits 5' x 5' g 3Y. of Payment ng Payment Landing Ramp ,►� 21`` 4' Romp Planting or other non- Width d•r Q CVp�,o�j$' ii walking surface If dropoff ' to not protected Maneuvering i; TYPE 2 Space 4'x 4' y Curb Ramp 5' Uaua1 Romp Limits �2Y,'� Cross slope not to w ?s exceed 2% on any 4 ` ♦ 21 min. run at 8.3Y. of Payment portion of ramp or r transition to s Sidewalk o street. TYPE 3 t;� a s. 4 Width Y. stereo . amp W r t - < old O h 4aR'P • -. Planting or other'non- DIRECTIONAL RAMP WITHIN RADIUS o walking surface if dropoff (Sidewalk adjacent to -curb) 0. DIAGONAL CURB RAMP. (FLARED SIDES) is no protected t rouec Romp Limits Min. 2' taper to existing' of Payment Rapp 5' Min 51de TYPE B' or proposed aidewalk -. Shored Flare " of Po Limits �:, , , , +� Lending y. • r , Min 0 3rmE y �� Raamp yimn*s 5 PARALLEL CURB RAMP (Use only where water will not pond in the landing.) :.:..,.,..: .. .... PC me TYPE 5 �a andi q Q`J - ' �@ K• Curb 3% Im Sidewoik o k ng C Romp a 't Surface Sidewalk CO " of - tit N� Rp y�' • �� . TYPE 4 �� 4' Ramp 1 Width 11,Ramp Limits of Payment TYPE i 1 Romp Limits . m� m FLUSH LANDING COMBINATION CURB RAMPS of Poyment _.,.. . _:... • tea 2' min. run OFFSET PARALLEL CURB RAMP h�r�a~ TYPE '9 5'x 5- y �; TYPE 22 v n h Fiore NOTES: ! O♦ CROSSWALK Landing . �• P •i �o � , • • �` 8.3% Sae General Notes SHEET 1 OF.,, 4,.:.,..::.....:.:. 3' e� Ramp Limits , < Rath on sheet 2 of 4 for _.; ._.... a�tF'A I of Payment y y y / more information. Texas Department or Tranlssporiation Design DNlsian Standard Sidewalk V3lz 4� A !! 4' Rapp y'rof RompLimit orDnon-waikt�gting Widtn +, Flare . surface. A, Maneuvering 5'x 5'(Min) PE De:$T'R 14N A L.I T �.S ' ' Space 4x 4 R snored Landing CURB RAMPS i[n 'E Sidewalk � r may; '+ � J • , „' ryr ; ' "' F t are J F I are 2' min, curb PEA 01 Igned with 8, 3% -Stop Bar FILE( ' ;11, aolk ped05.tlgn oNtTxDOT at EH DntDO act DIAGONAL COMBINATION CURB RAMP Romp ©TxDOT Moroh 2002 coNr SECT doe N[OtOIAY REVISIONS Perpendicular to the. Tangent of the Curb DIAGONAL CURB RAMP (RETURNED CURB) COMBINATION ISLAND RAMPS DIST COUNTY sHEErNO, Radius and Contained in Crosswalk Concrete Driveway Payment T 5 a'" �y ' r 4- Z h T u 41j a o Planting or other o � non -walking surface Ed` L m Setback sidewalk ca c L V c o cv* W r - Concrete Driveway ,N$ Payment m rx L. r ' 4-7 No a w t n10 Apron offset sidewalk « al dp 7 E N Concrete Dr i vewoy . �r Payment �+ W 2 N a C3 M W �V W O 0. 27"- PROTECTED ZONE In pedestrian circulation area, maximum 4" projection for post or wall mounted objects between 27"and 80" above the surface. '• CLEAR GROUND SPACE CENTERED AT PEDESTRIAN PUSH BUTTON MAX. LENGTH OF OBSTRUCTION MIN. DISTANCE 2'-0" BETWEEN OBSTRUCTIONS CURB OBSTRUCTION Wide Sidewalk (POLE, HYDRANT, ETC.) Concrete Driveway z O Payment Y a J a •� + Mln� gIr Qp W W 0 Ito as-Q'w,y in Cin ti4C t`n Ln in ,'►... If curb height is greater than 4'rn 6 inches, use grade less than or equal to 5Y.. Handrail and OBSTRUCTION (CONTROLLER CABINET, PLAN VIEW detectable warning not required. MAILBOX, ETC.) PLACEMENT OF STREET FIXTURES Ram sidewalk (ITEMS NOT.INTENDED FOR PUBLIC USE. SIDEWALK TREATMENT AT DRIVEWAYS REQUIRED RED4ATxPUBL ICEUSEGFOIXTURES.SPACE General Notes I. All slopes, ore maximm allowable. The 'least possible alope that wlII atIII droln properly should be used. 2. Place traffic signal or Iilumtnotion poles, ground boxes, controller boxes, sign, drainage .facilities and other items so as not to obstruct the accessible route or clear ground space. .3. Usual sidewalk cross slope equals 1.5Y.. The maximum allowable sidewalk cross elope equals 2%. 4. Street grades and cross slopes shall be asshown elsewhere in the plans. S. Extsting features that comply with TAS may remain in place unless otherwise shown an the pIone. 6, Changes 16 level greater than)/flinch are not parmitted: 7. The least possible grade'should be used to maximize occessibiIIty. The running slope of sidewalks and crosswalks, within the public rtght of way, may follow the grade of the parallel roadway. Where o continuous grade greater than 5Y, must be provided, hondrail's may be desirable on one or both sides of the sidewalk to improve accessibiItty. Handrails may also be needed to protect pedestrians from potentially hazardous conditions. if provided, handrails must coMly with TAS 4.6.5. 8. HandralI extensions shot not protrude into tine usable landing area or into intersecting pedestrian routes. 9. Orlbeways and turnouts ahoil be constructed and paid for in oeeardance with Item, "Driveways and Turnouts". Sidewollie shoII be constructed and paid for In accordance with item, Sidewalks". i0. sidawolk details•cre shown elsewhere In the plans. LU z 0. a 4" MAX � x N � A IV i� N When on obstruction of .a height greater Protruding objects of a thon 27" from the surface would create height 1 27" are _detectable a protrusion of more than 4" into the by cone and do not require pedestrian circulation oreof construct additional treatment. additional curb or foundation at the bottom to provide a maximum 4" overhang. DETECTION BARRIER FOR VERTICAL CLEARANCE < 80" SHEET_.3.OF . 4 .. t Texas Department or Transportation DwIgn DNlslon Standard PE:DESTR I AN FACILITIES SIDEWALKS,. •PED-- 0'5 FILE( ped05.dgn oxi7xDOT CK+EH oW+aO CK+ j• ' 074017 March 2002 CONr ISMI doe HIGHWAY REVISIONS Dist COUNTY SHEET x0. Pedestrian Facilities DETECTABLE WARNINGS Genera! Notes 1. All s12 es ore maximum allowable. The least possible slope that will r.. w Detectable still dro n property should be used. Adjust,curb romp length or grade I Genera' Notes for warning surface of approach s i dewa i ks as directed. Detectable Warnings N 2. The minimum sidawolk width to 5'. Where the sidewalk is adjacent to it L the bock of curb, a 6' sidewalk width is'encouraged. Where a 5' sidewalk L41a MtG 1. Curb romps must contain a detectable warning surface that m' Landing con not be provided due to site constraints, a minimum 3' sidewalk with cIconsists of raised truncated domes complying with Section 'o 5.x 5 passfng areas at intervals not to exceed 200' is required. a w 8 4.29 of the Texas Accessibility Standards (TAS). The surface must contrast visually with adjoining surfaces, 3. Landings shal.l,be 5'x 5' minimum with a maximum 2% slope in any direction. •'� including side f I ores. Furnish dark brown or dark red -FIE. Max _g cand Usual 4. Maneuvering space, at the bottom of curb rasps shai t be a minimum of 4'x 4' detectab1e warning surface adjacent to uncoIored concrete, unless specified elsewhere in the plans. �: (f(�?•;TUrf wholly contained within the crosswalk and wholly outside the parallel Q d'A., vehicular travel path. m 2. Detectable warning surfacesmust be slip reeistont and to not allow water.to accumulate. 5. Maximum allowable cross slope on sidewalk and curb romp surfaces is 2%. ac° a 3. Align truncated domes in the direction of pedestrian 6" min Face of 6. Curb ramps with returned curbs may be used only where pedestrians would i 5 m travel when entering the street. 10" max Curb not normally walk across the romp, either because the adjacent surface. is planting or other non -walking surface or because the side approach is Cg 4. Shaded areas on Sheet i of 4 indicate the approximate Typical placement of detectable WGrning substantially obstructed. Otherwise, provide flared sides. c a location for the detectable warning surface for each curb * romp type. surface on 1 and i ng at street edge. 7. Add i t i ona 1 Information on curb romp i ocat i on, design, light ref 1 ect 1 ve va I ue {. m is a and texture may be found in the current edition of the Texas Accessibility o x m 5. Detectable warning surfaces shall be a minimum of 24" in Standards (TAS) and 16 TAC §68.102. A~ * depth in the direction of pedestrian travel, and extend the full width of the curb romp or landing where the pedestrian 8. To serve as o pedestrian refuge area, the median should be a minimum 1 L d nocess route enters the street.. C of 5' wide. Medians should be designed to provide accessible passage r ' o rd over, or through them. n 6. Detectable warning surfaces shalt be located so that the o edge nearest the curb Ilne is a minimum of 6" and a ►- - 4- edge Smai.l channe.lization islands, which do not provide a minimum 5'x 5' landing 1.5 ti (O a) a Landing o maximum of 10" from the extension of the face of curb. a) > al at the top of curb romps, shall be cut through level with the surface of. ar" Detectable warning surfaces may be curved along the o o t the street. la corner radius. a 4- za abn Detectable warning surface 10. Crosswalk dimensions, crosswalk markings and stop bar locations shall be (Dames to run parallel to a n P as shown el 1 7 T T list f sewhere in the ass. At Intersectionsr g x00 maintains a s of Qualified Detectable Warning p where crosswalk markings -'h9 Materials. Details ore provided herein for the placement pedestrian travel) are not -required, curb ramps shall be aligned with theoretical crosswalks, Va 5*0 of, landscape pavers. For other materials, refer to the 4' Max or as directed by the Engineer. L. 1. manufaoturer's product manual for proper installation. and Usual fiw 2 11. Existing features that comply with TAS may remain in place unless otherwise shown on the plans. a$* , c n4:as�`cs: rty:cpA: Side f 1 are Gr 'E ,!„xx •.�I.p;q •.>;y,.tx,g. (Typical) 12. Handrails are not required on. curb rams. Provide curb romps wherever on a N :4$tt?tirTk 41?4.A 57 accessible route .crosses (penetrates) a curb. 0 alb 5 13. Curb ramps and landings shall be constructed and paid for in accordance with Item 531 "Si.dewalks". -Ewe 6" min Face of yr o+ curb 14. Separate curb ramp and landings from adjacent sidewalk and any other elements 10" max to c with premoid or board joint of )4" unl-ess otherwise directed by the Engineer. a Y� Typical placement.of detectable 15. Provide a smooth transition where .the curb ramps connect to the street. warning surface on sloping romp run.: 16. Curbs shown on sheet 1 within the limits of payment are considered part of the curb ramp for payment, whether it is concrete .curb, gutter, or combined curb and gutter. 17. Flare slope shall not exceed 10% measured along curb line. No. 3 rebar around Paver Inset Deflectable warning paver with 1 2 p truncated dame Surface E o Expansion Joint as required i - _-� N al Landing Shall conform to I I 1 Side flora i" mortar bed - $''a u �- (Typ) applicable specifications a }.p 23A Control joint permissible t)etectabte warning. !l Dover with truncated : o dome surface 4 Max i. _ .$1 ET..2..Or 4.., i and Usual 4.. O 0 0' O 2 n.: _..... . .........::� a 2' Sand Cushion Min: 4" c c A A Side flare 00 00 Texas Department Of Tronsportotlon No. 3 rebar at - N (Typical.) 1" Dedlg►1 Dlvislon Standard', 18" (max.) on -center 8" both ways Class A Concrete - Shot I coto nformapplicable specifications PEDESTRIAN FACI L I T I ES Section A -A Face of Detectable Warning Paver curb GENERAL NOTES General Notes .{Pavers) Truncated Dome Pattern Curb Ramp DETECTABLE DWARNINGS Furnish detectable warning paver units meeting all /� l requirements of ASTM C-936i C-33. Lay in a two by two unit PE D'"' W basket weave pattern or as directed, DETECTABLE WARNING PAVER (OPTION) Lay full-size units first'fol towed by closure units consisting FILE, ped05.dgn omTxDOT cK-EN owtDD ICK. of at least 25 percent of a full unit. Cut detectable warning OTxDOT March 2002 CONT SECT 40B HIGHWAY paver. units using o power saw. REVISIONS H - DIST COUNTY SHEET NO. OLL ............................. ... ...... ... General Notes STOP BAR 1. Street grafts and cross slopes shot) be as shown elsewhere in t pi ano. eta. P ' J . ,, 5 x 5' (MIN) t 5� 5' x 5' (MIN) J �' LANDINGS t t STOP BAR t 2. Romps are shown !late without detectable warnings okLANDINGS ' n once withre r�r for stmpllaity. Detectable warnings ore required SINGLE RADIAL t t t e o s t at the locations shown on the AED Stanford t thesdtt 11�tla1w2woPb4; and accord 5 w RAMP PLACEMENT i 3, Smoi I chorines izatton Islands, which con hot I % SIDEWALK t ' CROSSWALK c, t t provide j SPLIT RADIAL CROSSWALK <' t t a minimum 5' x 5' landing at the top of ramps, shot i RAMP PLACEMENT \ t through level with the surface f street. t t t t t be ou u h a su e o the / i W t. SIDEWALK SIDEWALK SIDEWALK--- '- --=- .-- -- -- -- J ---- --- - 4'x 4'(MIN) MANEUVERING SIDEWALK REMOTE SIDEWALK ADJACENT $t°± SIDEWALK ADJACENT 41x 4'(MIN) 1 SIDEWALK ADJACENT FROM CURB J SPACES J TO CURB MANEUVERING L W TO CURB SPACES TO CURB NORMAL INTERSECTION WITH "LARGE" RADIUS w St o SKEWED INTERSECTION WITH "LARGE" RADIUS w89b moo �rQ � ' v7F a, STOP BAR Gr'r r { tt 5' x 5' (MIN) ' 3:9 5'.x 5' (MIN) � t LANDINGS rsk LANDINGS t • t 5'x 5' (MIN) 4-88 t t LANDINGNCO r i 1. aH-«- / t t 29 � I CROSSWALK ' . t l ' SIDEWALK 5'MIN t r Ea. � t, ; ...._ .. � SIDEWALK � lmmn + SIDEWALK 1 5'MIN #.# t # j t wt t t ao SIDEWALK �: _ ! /� t t t #. ,... t t h t # -- - ----_._�1 / t SIDEWALK ADJACENT - SIDEWALK REMOTE i t is q h6$ / 4'x 4' (MIN) ' vld� TO CURB 111 FROM CURB r t �t �� SIDEWALK TO CURB GENT SIDEWALK REMOTE MANEUVERING `dw= SPACES t W,g o 5'x 5' (iV(IN) t t ' 4- a SKEWED INTERSECTION WITH "SMALL" RADIUS CROSSWALK .- SHARED LANDINGS MID -BLOCK PLACEMENT env' j PERPENDICULAR RAMPS qqq 07 00) } STOP BAR STOP BAR . ur o+ 5' x 5' (MIN) } y ' N o ace LANDINGS J CROSSWALK �. ••• SIDEWALK AT INTERSECTION t t t� + l� SIDEWALK W/FREE RIGHT TURN & ISLAND SIDEWALK REMOTE JJ SIDEWALK ADJACENT FROM CURB 4'x 4' (MIN) TO CURB MANEUVERING SPAGES' TYP I CAL CROSSING LAYOUTS NORMAL INTERSECTION WITH "SMALL" RADIUS SEE SHEET 1 of 4 FOR DETAILS' AND DIMENSIONS ....... .:....:......_..SHEET... 4...OF,....,4_.....,..•..... . Texas Department of Tranlssportatton ggg€ Design D/vldlan Standard ' PEDESTRIAN FACIL ITIES js 3NTERSECTION LAYOUTS )� { PEE 05 I FILet ped05. dgn DNt TxDOT ex - Ell oWt so cK+ C TxDOT MarCh 2002 CONT SECT 409 HIGHWAY •� REVISIIXis 'Dist I COUNTY SHEET ft •. W W .J TXDOT DETAILS - PEDESTRIAN .FACILITIES *�' o ...................:...♦ EDW 0RD T. Ot ADDiCKS ���o• 61222 •�„ l7 1/ d. W P+7 cr�Z� 0`� VV it � =� • � ar';' a0U N 0 N OE JOB. # 816.005 PA C1091 w , L I N 0 :, . Barricade and Construction (BC) Standard Sheets General Notes: . 1. The Barricade and Construction Standard Sheets (BC sheets) are intended to show typical examples for placement of temporary traffic control devices, construction pavement markings, and typical work zone signs. The information contained in these sheets meet or exceed the I.requirements shown in the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). I Z. The development and design of the Traffic Control Pian (TCP) is the responsibility of. the Engineer. :Contractor may propose changes to the TCP-that are signed and sealed by a licensed c professional engineer for approval° The Engineer may develop, sign and seal Contrator proposed changes. . 4. The Contractor is responsible for installing and maintaining the traffic control devices as shown in the plans. The Contractor may not move or change the approximate location of any device without the approval of the Engineer. 1 5. Geometric design of lane shifts and detours should, when possible, meet the applicable design criteria contained in manuals such as. the American Association of State Highway r n and and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways ! Streets ,, the TxDOT Roadway Design Manual, or engineering judgment. 6. When protects abut, the Engineerts) may omit the.END ROAD WORK, TRAFFIC FINES DOUBLE, and other advance warning signs if the signing would be redundant and the work areas . appear continuous to the motorists.'If the adjacent project is completed first., the g Contractor shall erect the necessary warning signs as shown. on these sheets, the TCP sheets yr as directed by the Engineer. The BEGIN ROAD WORK NEXT X MILES sign shall be revised to show appropriate work zone distance. 7. The Engineer may require duplicate warning signs. on thmedian side t3.f divided highways e s where median width will permit and traffic volumes justify the signing. .. 8s "� 'A" i `1...s" i gns sha"I i""""be "constructed :i n 'accor.dance 'with the data i "! s found ..".i n the "Standard Highway Sign Designs for Texas," latest edition. Sign details not shown in this manual shall be shown in the plans or the Engineer shall provide a detail to the Contractor before the sign i s anufactured, 9. The temporary traffic control devices shown in the illustrations of the BC sheets are examples. As necessary, the Engineer will determine the most appropriate traffic control devices to be used. 10. As. shown on BC(2), the OBEY WARNING SIGNS STATE LAW sign and the WORK ZONE.TRAFFIC FINES DOUBLE sign with plaque shall be erected in advance of the CSJ limits. The BEGIN ROAD WORK NEXT X MILES, CONTRACTOR and END ROAD WORK signs shall be erected at or near the CSJ. I imits.- 11. Except for devices required by Note 10, traffic control devices should be in place only while work is actually in progress or a definite need exists. 12. The Engineer has the final decision on the location of al.l traffic control. devices. . 13. Inactive equipment and work vehicles, including workers' private vehic{es must be parked away from travel lanes. They should be as close to the right-of-way line as possible, or located behind a barrier or guardrail, or as approved by the Engineer. Worker Safety Apparel Notes: . . .1. Workers on foot who are exposed to traffic or to.construction equipment within the . right-of-way shall wear high -visibility safety apparel meeting the requirements of ISEA "American National Standard for High -Visibility Apparel" labeled as ANSI 107-2004 standard performance for Class 2 or 3 risk exposure° Class 3 garments should be considered for high traffic volume work areas or night time work. Only pre -qualified products shall be used. The "Compliant Work Zone. Traffic Control Devices List' (CWZTCO) describes pi-equuiifled products and their auxn-oes and may be found on -Jane at the .web address given below. or by contacting: Texas Department of Transportation Traffic Operation Otvtsion - TE Phone (612) 416-3134 .WEB ADDRESSES FOR REFERENCED OOtIMENTS Canpliant.Work zone Traff to. Control Devices List (CWZTCO) hops//ww.txdot.pov/publtoottone/traffio.htm Texas Alanual an Uniform Traffto Control Devices (TMUTCD) hops//W!yw txdot.pov/publlactTons/traffto. him Stoddard HigMvaiy Sign Designs for Texas (SHSD) httpi//wrw txd gov/prblioatlone/troffla.htm . Traffic Enginerino Standard Sheets M tpsl,wwr.txdat.gov/buetnsea/dieetalm.him Material Producer List Mips//wMw.txdot.gov/buatnoss/produoerwltat.him Departmental Material Specifications (DMS) hops//ww txdot.gov/services/oo&Wwtton/materialeapeotftoations/ Roadway Design Manual' https//ww%N xdot.00v/services/general*a&vtoea/m=ala.him Texas DWrtmerli of Transportation rnwo O,Wdf as a vlarar BARRICADE AND CONSTRUCTION GENERAL NOTES AND REQUIREMENTS 1 of 12 BC (1) -07 ©TxDOT 11-4-02 o a TxooT I CKS Tsar I IM MOT I CK. UM 4-03 wuerslm CUNT Bear dug _- - olo wan 9-07 MST "hn - S"U'r Au. _........ - _ _ .... ........... . . 101 . . ... .. ....... ..._.,... . ..__._._ . _. _ .. .. ! TYPICAL APPLICATION OF.WORK ZONE SPEED LIMIT SIGNS . i Work zone speed limits shall be regulatory, estabitshed.ln accordance with the "Procedures for Establishing Speed Zones,". . and approved by the Texas Transportation Commission, or by City Ordinance .when within Incorporated City Limits. Reduced speeds should only be posted i.n the vicinity . I . Slonlno show for ' CSJ . am direction only. C5J of work activity and not throughout the entire project. act. Signing shown far See He (2) for - LIMITS and a BC() only. LIMITS Regulatory story work. zone speed signs {R2-1) she i i be removed sea 8C(2) for additional advance additional advance i signing. or covered during per i ods when they are not needed. signing. .I =T:d d I t_ .._. _ _ ._ . I .� . . . I 1;1;�;,-.. _. _ _ _ _: _ _ _ .. _ _ . . . "ar i. - . Ip IkA p p p p p p i See General See General . nio' - 1500').- Note 4/I Sea General Naffs 4 tT50' - 1500'3 Note 4 . i . WORK WORK WORK \ / I \ / - I ZONE . G2o-9 ZONE G2aS ZONE G2o-s i SPEED Q SPEED Q . SPEED LIMIT SPEED SPEED LIMIT SPEED LIMIT (LLIIMIT �L`IMIT LIMIT ^7 '• 70 R2-1 <9PW_5 6 o R2-1 6 o R2-i 70 R2-1w -S o. R2-, f o R2-i ' NIGHT 1651 '` (� ��N+IGHT NIGHT I 6 5 R2r3 6 R2-3 6 R2-3 D . D GUIDANCE FOR USE: . s LONG/INTERMEDIATE TERM M WORK.ZONE SPEED LIMITS GENERAL NOTES. This type of work zone speed omit should be included on the design of D 1. Regulatory work zone speed limits should be used only for sections of construction the traffic control plans when restricted geometries with a lower design projects where speed control is of major importance. speed are present in the work zone and modification of the geometries to 2. Regulatory work zone speed limit signs shall be placed on supports at o 7 foot. minimum . a higher design speed Is not feasible. mounting height. . 3. Speed zone signs are illustrated for one direction of travel and are normally posted for each direction of travel. Long/Intermediate Term Work Zone Speed Limit signs, when approved as described 4. Frequency of work zone speed limit signs should be: above, should be posted and visible to the motorist when work activity is present. 40 mph and greater 0.2 to 2 miles . Work activity may also be defined as a change in the roadway that requires 35 mph and less 0.2 to t mile a reduced speed for motorists to safely negotiate the work area, including: 5. Regulatory speed limit signs shall have black Legend and border on a white reflective . a) rough road or damaged pavement surface background (See "Reflective Sheeting" on BC(4)). b) substantial alteration of roadway geometrics (diversions) 6. Fabrication, errect.ion and maintenance of the CW3-5 sign, G20-9 'plaque and the c) construction detours R2-1 and R2-3 signs shall not be paid far directly, but shall be considered d) grade subsidiary to Item 502. e) width 7. Turning signs from view, laying signs over or down.wiil not be allowed, unless other- f) other conditions readily apparent to the driver wise noted. As long as any of these conditions exist, the work zone speed limit signs 8. Techniques that may help reduce traffic speeds InoIude but are not IimIted toe should remain in place. A. Law enforcement. . B. Flogger stationed next to sign. . . C. Portable changeable message sign tPCMS). SNORT TERM WORK ZONE SPEED LIMITS D. Low -power (drone) radar transmitter. Texas Department of Transportation Th1 s type of work zone speed i imi t shoo t d be i nc I uded on the design of E. Speed iron 1 for trailers or s i gns.7011" T ra f/o operwwms olvldar the traffic control plans when workers or equipment, are not behind concrete 9. Speeds shown on details above are for illustration only. burr t ern when work sot i v i ty t s within 15 feet of pavement edge or actua I I y Work Zone Speed L t mi is shou I d on i y be posted as approved for each project. BARRICADE AN 0 CONSTRUCTION on the pavement. . WORK ZONE SPEED`LIMIT Short Term Work Zone Speed Limit signs.should be posted and visible to the STANDARD motorists only when work activity is present. When work activity is not . present, signs shall be removed or covered. (See Removing or Covering an BCt4)). 3 of 12 BC (3) -07 @TxDOT 11-4-02 low T1tD0T test. Tw ooT on, TMT CKw TxooT 9.07 MISTONS L Cwx.T SiOT Jug H[O IMhY ii ' ns, C"TV I S,aT X. 4M D1aL :_­._.:__.. .. .. .. _ .. _ Ill ®MI ..M jl�2 a ei ►m. 215 g� d IsI NJ h 4 V. I it w$ 10 �2 f _m 60 >$- 6 . gm N 0 g, 3 ,8-g ffI. p L? .':a . M . . 2m g . s� 40 m �-- gl ob P 4D I 0 . obI "',q 1 9 y�.a to O11 4� 1 a , . TYPICAL LOCATION OF CROSSROAD SIGNS T-INTERSECTION TYPICAL CONSTRUCTION WARNING SIGN SIZE.AND SPA CING1ss ROAD .PORK ROAD ROAD WORK SPACING 1i6xT x YIItS WORK CM-10 ROAD WORK G20-ibL Ca!>£xt x YILES . SIZE C20.20 E tOpttonat. x {' AHEAD 1E1tt x YttEs=, 0-IbR �� �d It20-la% and 4) Block - Oity <, Hry 1000'-1500'_X 61 r I INTERSECTED 1 7 ROADWAY\_,-�. 1000'-1500, - Hry 'C> i Stock - Ctty CROSSROAD x x x �� h . WORK F�. X X X I / 020-9 / min'. Limit Q20.g TRAFFIC *CIA2 --yl � lR R20-5 020-5T R20-5 FINES DOUBLE d T XX MIWORLES \ FINES , sm I--, PLAQUE ' R20-5 NEKi X IBLES Ss _ R20-5 020-6 PLAQUE 0-tD 020-14(Option* 020-2a � a PLAQUE cams, � . an Nof4le ROBrQVORK ©May be mounted an book of C120-10 sign .with approval of engineer. (See note 2 below) 02a20 1. The typical minimm signing an a crossroad approach should be a CV20-ID ROAD WORK AHEAD sign and a CSJ LIMITS AT T-INTERSECTION 020-2a END ROAD WORK sagn,unleas noted otherwise in plans. 1 uoed f 36" 36" ROAD WORK READ tCM20-1D) 1 married book to hook 1. The Engineer rod will determine the types and location of any additional tro"To control devices, such as a Sign Number Conven- tional Expressway/ or 5ertea Rood Freeway CW20. . CW21 CW22 46" x 48" 48" x 48" OW23 CW25 . CW1, CW2, CW7, CW8, 36" x 36" 48° CW9, CW11, CW14 CW3, CW4, CW5, CWG, 48" x 46." CW8-3, . CW10, CW12 Posted Sign o Speed Spaoing "x" MPH Feet to rx. ) 30 120 35 160 40 240 45 320 50 400 55 5002 60 ' 6002 65 7009 70 6002 .5 goo z 60 10002 3 2. The Eno near mmyr use the a ze x A s gn with the rafted size 36° x 18' END ROAD WORK (g20-2a) sign an law volume wosssroada tree Nate 4 under flogger and -accompanying signs, or otter signs, that should be used whenavork td being performed at or i)f ° , S St Highway Si Designs for Typtaai.Conetruotlan Warning Sign ize grad SpCOtng ). Sea the anrkm'd ghwgY Sion On Texoe' manual for sign details. The Engineer may omit the advance avprnttlg sigma on tar voture a an tr►teraeottaa. . near 2. If construction closes the road at a T-tlttareeotlan the Contractor shall Place the 020-6'Contractor Nane crossroads. The Engineer will determine•whather a road is low volume. This itlform0tan shall be shown sign behind -the Type III Barricades for the road closure (see BC(10) also). The G20-ibt. and 020-1bR * For iypTool sign epaohtge as divided hlds*Nr emgveeewoys and ireer�, sae Part 6 of the In the plane. atone shall be replaced by the detour signing called for in the plane. 'roacemnual.an Uniform traffic control Devises' 11)UI. typleal appliartim dlagreme 3. Based on existing ftold conditions, the Enoineer/Inspector may require additional.algne such as FLAGGER LOOSE GRAVEL, or other appropriate alone. When additional signs are requtred, these signs wllI or TIP Standard gmst& A ,MinTmm diatoms fro -work area to firat Advmoe;imino sign dearest the work area mWor .AHEAD, be Constckrad port of the minims requirements. The EngtaeerYlnapeotar will determine its proper distance betwearaaoh additional sign. location and spoolno of any ston not shown an the Be sheeta, Traffto Control Plan sheets or the Work . General Notpar Zone Standard Shea". 4. The 020-la sign allot be required at high volume crossroads to advise motorists of the length of t. Special or larger size atoms moy be used as necessary. construction In either direction from the tMprsedlon. The Engineer wiI I determine whether a roadway 2. Diatom between atone should be Increased as required to have iSM feat advance warring. Is considered high volume.. 3. Diatom between signs should be increased as required to haven mile or sore advance xarntrlg. S. Additional traffic control devices may be sham slaewhers in the plane for higher volume crossroads. 4. 36' x W ROAD100 MEAD (WO-101 sign may be used on lair Ye Lima crossroads at tie disoretion of the Engineer. Sae tote 2 under'Fyplool Lontia► of Crossroad Signs". 6. !When wtor'k occurs in the intersection area, appropriate traffic control devices, as shorn elsewhere in 5. Only dlamond shaped .9mino atom sizes ane.indloded. the plans or as determitned by files Enoinear/Inspector, chat i be to place. 6. See sign size Hating in °iWtCO'► Sion Appendix or the 'Standard Highway Sign Oeolgr a for Texas° mewa0I for oaapisto list of available sign design sizes. WORK AREAS IN MULTIPLE LOCATIONS WITHIN CSJ LIMITSI SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING AT THE CSJ LIMITS . ---r BEGINNOT ROAD a @ BEGINM 020-9T aF BEY ° s a * * 020-5T U PASS WORK E iARNiNO tD ROAD . x R4-t toe AHEAD i INM R20_8 N stars<*T K WORK CW1-4R ** 020-6 + � �[� 'l-9L appropl.tatel ODOUBLE-5* A AHEAD o*aa.eawma iciK CW13-i Cr20-10 PLAQUE fl20-3 iFtE 3x x CW13.1 Type III 8arrtaade or x X X .X X -•i / . CM20-1D chorwnelizing devices 4 4 4 4 . _. 42' _... 4 Ga a a ° -- - - - --- - . �ii y�T% h S': AREA �% Booinntng of NO -PASSING Itns should P� END @ M------+i C 000rdlnata wtth.$ign loaattan 1(ORK ZONE 620-2b if3E 3X pew anelztng tSJ Limit } . . When extended diatoms occur between minimal work areas, the Engineer/inspector should ensure 0WIthorml � ROAD in tE 5.5• 6"E 3" 5'D 3' 5"D 4" 6"o 5.5" Road Work Ahead (CW20-10) signs are Placed in advance of these Work areas to remind drivers they are still 020-Ya tE within the project limits. See the appltoable TCP sheets for exact location and sp001119 of signs and ahanneitzing devices. R20=3 Legerld/Bor 0e - Block NOTES Background - White SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING DOWNSTREAM OF THE CSJ LIMITS The Contractor shall determine the ..,.._...., '' **020-9 �� appropriate distance to be placed on the 020-1.serles signs and G20-5T sign for �Bpa PO �` � �' . BEG: oesr Texas nt wnt of Trans ribtlon 1E* 020-5T TRAFFIC wARNINO each speoifto project. This diatoms shall Traffla Oper40008 WvlslOn FINES SIaN4 replace the X aid shall be rounded to �.E�ENi) ROAD I ROAD ROAD x� tEtf R20-5 ■ � - ,CLOSED R11-2 i-4L WORK ;,� MILE D�ESTTELAWthe nearest whole mi le with the approvalAHEAD am ** R20-5 of the Engineer. No deolmals shoil be®all-6 .Tear�rioaae or a2o-6 m o) M20-iD CW20=fE PLA R20-3 ** used. SignChannelizing 13-i �� ooM _ devices X \ x \ X \ X X It* 020-BT and 020-2b shall be used PROJECT LIMIT .siren advance atone are required outalds 00 Chanel izing Woes i+---Sew--���■--- the CSJ Limits. TTT$y inform the motorist ..STANDARD of entering or leaving a mork zoneavhere I. Type III awrloade traffic tines may double if workers are 4 I .� 4 present. 2 of 1.2 BC (2) -07 -. -_ .__. -}- See Typical Construction c6torellzing e L lam"- CSJ Limit �i tjp on5�tt)tt signing. See Warning Sigh SSighcharSize an QTxDOT 11-4-02 was rxim CK. =T mum CK. Tmw A M Area for placement of "ROAD WORK 7MUTCD for sign 9-07 e1tsraws aKa sacT w,e xta+w�t W K s� w-''�.. 02D-2o *tE ANEAO' sign aid other sig►s or devices spacing requirements. A 110A0 WORK as ooi led for an fits Traffic Control Plan.' "ISr CAN'" sw6es W. 4 . _ . .. _ .....I....I . ...... _ ._.-. _ _......:.. , . TYPICAL MINIMUM CLEARANCES FOR LONG TERM AND INTERMEDIATE TERM SIGNS GENERAL ract o FOR t I I LONE 52t1(S 1. Contractor shall Install and maintain stone In a straight and DItmD condition and/or as directed by the Engineer. 2. ltoodalt sign poets atoll be Pattrted white. 3.. Barricades shall NOT be used as sign supports. 12, min. 4. Not shall NOT be used to attach aims to any support. . , RQ/� S. AT signs shall be installed In accordance with f plans or as directed by the Enginer. Signs atoll be used to regulate, warn, and RQAID ROAD minimum �� �� outdo the traveling 01 to safely through the wrk zone. . CORK �Iglt M WORK 6. The Contractor may furniah either the sign design ahem in the plane or.ln the 'Standard RIO" Sion Designs for Texas' (SM). The 11 rrngtnesrllllspeator soy require the Cantraotor to.frrntmsh other lrork zone signs that are atsavn in the TIRITCD but may have been omitted .. Ail curb:... from the Plana. Any variation in the Plans atoll be.do0tmetrted by +wilier apreonent between lire Engineer and the Contractor's Reeponsibte.Persot. AI I ohaoges ��l be datumented in writing before being Tsplertelrted. This can tnoirde doctnerrtin0 the olnanpea to 6' " the Inapeotor'a Tx00T diary and mng txrth the Inepaotor slid Contrantcr intttal.oittl date the agreed upon changes. 6, min. 4EtF wP 8 7. The Contradw stall furnish sigupports listed fn the "Campliant`ttork 2ana TroFfto Control Devine Ltst• tCIFZiCDI: the Contractor T. min. _ o atoll trefoil the sign support T000rdanoe With the manufooturer'a reoommendottana. If there is a questian regarding Instal lotion 9.0' max. Oreatar 7.0� min. , procedures, the Contractor e11a11 furntah its Engineer a copy of the manufacturers instal lotion reoommendatlom so the Engineer can . 7.0 min. verlf the Correct procedr s ore beino fotlowad. . 4.0 m0x. 6,0' min. 8. Tt» Contractor to reaportsibie for instatiino stone Cn approved supports and roptaaing signs with damaged or waked substrates and/or . [ ,111 , damaged or marred reflective sheeting ce'directed by the Engtheer/inspector, . 9. identification markings may be shown only on the book of the sign substrate. The nmarTlana height of tettera.omxUCr company logos used for identification eholi be I Inch. •' 10. The Contractor shots replace damaged wood posts. New or damaged rood sign posts shot not be'spltoo& . Paved /� ���� Paved M �� * DURATION OF WORK (as defined by the "Texas Mmuot an Uniform Traffic Control Devices' Part 6) shoulder shoulder 1. The types of sign supports, sign mounting height the size of signs, and the type of sign substrates can vary based on the type of .work being Performed. The Engineer Is responsible for selecting the appropriate size sign for the type of work being performed. The iE When placing skid supports an untevef ground, the leg past lengths must be adjusted so the sign appears straight and plumb. regard responsible for ensuring the sign support, sign mounting height and substrata meets manufacturer's reoomrendatlans In Objects ahalI NOT be placed under skids as a means of leveling. regard to am stationary and duration of work rlocation a a. romp -tares stationary - work that occupies a location more than 3 days. b. Intermediate -term stationary - work that occuptes.a location more than one daylight period up to 3 days, or nightime work lasting * When Plaques are placed an dual -leg supports, they should be attached to the upright nearest the travel lone. mare than one hour. • Supplemental plaques todWary or distance) should not cover the surface of the parent sign. I o. Short-term stationay - doytTme murk that occupies a location for more than I hour In a single day]Ight period. . d. Snort, duration -mwork that occupies a location up to i hour. e. Moblle - work that moves continuously or Intermittently (stopping for up to approximately 15 minutes.) Support ATTACHMENT FOR SIGN SUPPORTS Attaohmment to uloden supports SIGNMOUNTING bottom HEIGHT Lo yMi i i be by bolts grad nuts 1. The bottom of Loop-term/irrtermodlate-term aTOns shot I be at least 7 feat, but not more the 9 feat, above the paved surface, except shots not as shown for supplemental plaques mounted below other aims. or same. Use TxD0T1 d or. Z09Dr� lanowfaoturer's reCalmmanded 1. 2• The bottom of Start-tarn(Short Duration signs sham! be a minims of 1 foot above the Pavement surfatx but ro more than 2 feet drove drove sign . procedures foe attaching sign 3, LongIntermedlate-term Signs may be used in lieu of Short-tarmNShort Duration signing. aubstrates to other types of 4. Short-temIShaort Duration signs shot be used only during daylight and shall be removed at the end of the workday. or raised to . sign supports appropriate Long-term/Intermediate sign height. 0 support Na i I s w i I I NOT S. Regulatory signs star i be mounted at least 7 feet► but not mare than 9 feet, above the paved eurfaee regardless of work duration. SIZE he EwIn �� � ��t �OQ®717A be a I 1 owed. t. The Errptneer may allow the use of seal ter size oanstruattan wa�nino $lama an secondary roads or city streets ,where speeds sees low if above dig! r 1 1'1 the sign size Is Ilated as on option on the TyPTool Construction Warning Sign Size and Spaoing' chart storm on BC12). ®YPn �1,1� �({!j 2. .The Contractor ahail furnish the sign sizes shown in phone, the Be Sheets, the TCP sheets or as directed by the Engineer. ►V I I VV O U 11 W I I 0R Each $1 gn SIGN SUBSTRATES 1 IQWtSQ i 1 . she l ! be attached 1• me Factor shod ensure the sign substrate is Installed in accordance with the nmnuf'coturer's reaommandationa for the typo or sign support that id being tread. The CMZTCO hats each substrate riot can be used an the different types and modals of elon supports. i 1 e e p I direct ! y to the sign 2. 'Mesh* type materials are NOT an approved sign u6sh a! , regardless of the tightness of the weave. Sign aupporta ahol! 3. All wooden individual- sign panels fabrioated from 2 or more pieces shall trove one or mare plywood cleat, 1/2" thick by 6' wide, extend mare the support . Mu ! t t p l e .fastened to the book of the sign and extending fully across the sign. The cleat shalt be attached to the book of the sign using wood extend away rears the screws Hest do not penetrate the face of the sign panel. The sorewe shall be placed on both sides of the apt too and spaced at 6 Dark may sign S. i gnS Sha I ( not be centers. The Engineer may approve other methods of bpi Icing the sign face. . sbstrate. REFLECTIVE SHEETING FRONT strate.ON joined or Sp ! i cad by 1. Ail signs shod be retrorefteottve and constructed of shooting meeting the color and retro-reflectivity requirements of DMS-8300 for rigid signs or DMS-8310 for roll -up signs. The web address for DMS specifications is shown on Be (1). Wood, metal or any means. Wood 2. White shasting, meeting the requtro ante of DW-0300 Type C !High Specific Intensity) ,'shail be used for slope with a whlte book- . Fiber Reinforced Plastic ground• supports she I I not be 3. Orangd sheeting, meeting the requirements of OMS-8300 Type E (Fluorescent Prisendto), shot be used for rtoid atoms with orange Splicing embedded perfordvd.scltm metal tubing to order to extend post extended or reps 1 red SxGH°1Ek above with only be allowed pan the apt pi fee is made using four belle, two SIDE ELEVATION 1. Ail sign letters and numbers shall be clear, and open rounded type uppercase alphabet letters as approved by the Federal Higbm above and two bete, the spars point. of must be located entirety behind by Sp ! � C i ng Or Administration (FM) and as publIshad in the 'Standard Highway Sign Design for Texas* manual. Signs, letters old mmtera shall be of the sign substrate, not near time Brae of the support. Spore Insert lengths Mood first alas workmanship In aocorda ce with Department Standards and Specifications.. should be at least 5 time nominal post size, centered an the sprite and -Other means. A91DYItro OR CovFxiNG of at toast the some gum material. 1. When sign messooes may be Confusing or do not apply, the stone shod be removed or Completely covered. . 2. Long-term stattotrory or intenradiate stationary alone Installed an square metal, tubing may be turned away from traffic 90 deorees,when CONTRACTOR REQUIREMENTS. FOR MAINTAINING PERMANENT SIGNS the sign message is not oppilooble. This type of sign support meets the orashororthtness ata>dards regardless of the direction of STOP/SLOW PADDLES Impact. This technique may not be used for signs Installed in the median of divided highways or near any intersections where the sign 1. STOP/SLOW paddies are the primary method to control troffto WITHIN THE PROJECT LIMITS may be seen from approaching traffic. by flappers. The STOP/SLOM•paddts size should be 24" x 24" 3. Signs installed an wooden skids shall not be turned at 90 degree angles to the roadway. These signs should be removed or oampletely as detailed below. 1. 'Permanent atoms are used to give notice of traffic Two or regulations, call Whom sIg"sed ett not required. 2. When used at night, the STOP/SLOW le shot be attention to conditions that are potentlaily hazardous to traffic tons 4. Whom entire sig are Covered, the material used pro be opaque, such da 110 h mill black plaint, wi hout amagi tdla a sig will toner the ratrorefleatorizzeed. Podd show route designations, destinations directions distances servic�es� into Buap sign face and mod i* c their opaque properties under automobile Madlights at night, without damaging the sign sheeting. 3. S70P%SLOW paddies ' ' , Pa 5. 8u-Iat shall NOT be used ve Cavan signs. mcry be attached to a staff with o minimum of Interest, and otter geopraphtoai, recreational, o• cultural Information. 6. tkuat tape or other adhesive arwtariot shot NOT be affixed to a sign face. These materials can damage the retro�efieottvtty,of slaeetlrq. length of 6' to the bottom of the sign. . Drivers proceeding through a work zone need the sane, It not better route - 7. Signs End anchor stubs shall be removed and holes baokfiiled upon completion of work. 4. Any Itghts incorporated into the STOP or SLOW paddle faces guldanoa as normally installed an a roadway without construction. SION SUPPORT WEIGHTS shall only be as specifically described in Section 6E.03 2. When permanent reguule" or waning alone oonfitot with work zone Conditions, i. Where sign supports require the use of retghte to keep fron turning over, Hand Signaling Devices in the TMUTCD. remove or cover the permanent atom until the permanent sign message matches the use of sandbags with dry, aahaetonheas sand is reommended. Texas Department of TranspOrtoilon the roadway condltlon. 2. The sandbags wtII be .tied shut to keep the sand from apt IIIng and to TrcDe artoNanaoOfvtslon 3. When extating permanent signs are moved and reload.ad due to Construction maintain a aanstait weight. . purposes, they shot be visible to motorists at ash times. 3. Rock, concrete, Iron, steel or other soitd objects shot not be permitted f0° ' to" 9" le3fe 4. If existing signs are to be relocated on their original aupportar they shot be for. use as sign support weights.' Tinstalled an orashworthy bases as shown on the SMD Standard sheets. The atone 4. Sandbags should veto a minimum of 35 lbs and a maximum of 50 lbs. BARRICADE AND CONSTRUCTION shalt most the required mounting heights sham an the Be Sheets or the SMO 6• sandbags shall be made of a durable material that fears upon vehicular TEMPORARY SIGN NOTE S rn' D 7 Standards. This work should be poid for under the appropriate pay item for 6. RubberImpact laugh as tits leer tubes) atoll NOT be used for sam>dOape. A 24' U 8"C 24" a"B relocating existing signs. T. Rubber ballasts cosigned for thannelfzing devices should rot be used for STANDARD . ,���jJJ - if Contract signs are to a removed and relocated using the g supports, ballast on portable sign supports. Sign supports designed aid manufactured 5. the Contractor shall Liss meet the required supports as sham ht itte BeBC chests or the with rubber bases may be used when shown an the CW27CD Ilet. - 5 l` ° CwzTCD. The stone stair meet the required aaurrtimig heights sham th the 8. Sandbags shall only be placed along or laid over the base supports of the 4 of 1 2 BC (4) - 0 7 ! R 2 , 3. Be Sheets or the SMD Standards during construction. This work should be paid fro tflo ocMrol device and shalt not be suepended above ground level or 36" y t A for under the appropriate pay item for reloading existing alone. I hung rich rope, wire, chains another fasteners. Sandbags shot be placed 6. Any sign or traffic control device that Is struck or damped by the Contractor mTxmOT 11-4-02 w,. TxODr CK1 T=T o+a lWW Cx. YMT liealong the length of the skids nd r the dam !tad sign support. wrevrSIONS "T SECT M "mw m '- 24° 24" --� C+' his/her construction equipment shall be replaced as soon as passible by tits 9. Sandbags andll NOT be laced render the skid and shall mat be used to !suet 9-0T _ Contractor to ensure proper guldance for the mmatorlate. This will be subsidiary ston supports placed on slopes. _ y= 60 du - iihite Lim a eorder to t0 Imam 502. "nr CAM War ,,°. _ ._ ..... _. _ - -- 104 I1 - TxDOT DETAILS - BARRICADE AND CONSTRUCTION RIF P..... ai �*" ,Jry 60 ,lp.I ..:.................:.. $ •.EDWARD T. •ADDICKS % .0 : 61222 : ,. ftIitis%% '�, j7�j� . a: t J ad. M _i�CAA0 tn` ■ W lLn ZV)� t7VI-" W . c 5 g. L .c oW oN°°. OE JOB: # 816.005 PA .... . ............... . .. ............ . .. ....... ... ......................... ::.. .....r.....,.._.: _-, ._, -1 _:._......._,........... . ... _. ..._I...... . ... _ 11 _.: :: ,fiSKID MOUNTED WOOD SIGN SUPPORTS GROUND MOUNTED SIGN SUPPORTS .µ. Refer to the CWZTCD and the monufooturer's Installation procedure for each type sign support. LONGfINTERMEDIATE TERM STATIONARY -PORTABLE SKID MOUNTED SIGN SUPPORTS O TOP The maximum sign square footage shot I adhere to the mnufactarer'a recomendation. g Front Side Top Front Mmxlmm Side • 24"; Two post instal lotions can be used for larger signs. :, ++- Aimttmm 4x4 12 sq. ft. of .►�aktd PERFORATED SQUARE METAL TUBING $w� 1 aq• ft. of wood r sign face � `, .,3 E sign face post II . 2x611 i l �,2x6 I''. 8 <>2 zxs 27" i t ; : �►' Post : ; f Post :: ,e Post ` "I If 1110. .. !. •e g 11 60' 4x4 :: :: :: : ;;g t4x4 Dtaok � 01 •ft i , dst� : i "' � 72` block d :: Its " ■ 0(� • " kF 4x4 Length of skids may 4" g• 4• 9. be increased for .: sax. .: desirable max. See BC(4) mad ' additional stability. :: I : y_ " : d�slrabteIBM :: .. J 34" min. In Optional .. / I for sign 2x4 x 40" • • 41 i- 30" height 24• * See BC(4) :: 48• :: strong sot la, reinforcing 0 • requirement : 2x6 for sign » • • 55■ min. in $leave • • 24 2x4 brans = minimum • . • • t: I 1b. I._ I i - N7��,� " : :: weak soils. (1/2" larger I : 34 min, in htel(tht requirement 3i6 bolts w/note . Anchor Stub_ :: than sign $ or 3/8 x 3 1/2 :: (i/9 larger : ; post) x 18" " signs $ to (Mtn.) lag :: than sign :: I : weak soils. 1. 1'•(-� screws = post) Ti......... : S1*1 I q lP. Rx4 block x4 block :: Anchor Stub 1. I (1/9 larger „-rF • • !� .. than sign I ::: past) i : �� SKTD MOUNTED PERFORATED SQUARE STEEL TUBTNG SIGN SUPPORTS . 48 x 48"-110 m »_ OPTION I OPTION 2 OPTION 3 11 6 - 5/166bolt x 2 1/41 grode 5 bolts, extruded 2.5, 36 x 36 100m t0frect Embedment) 6 - t 1/2" plastic washer, etal,ttdad (Anchor Stub) (Anchor Stub and Reinforcing Sleeve)) thfrml I plastic :° 12 - 6/16" fiat washers, sign thtnwoll plastic o 6 - nuts per sign SINGLE LEG BASE o sign ,' WING CHANNELlt 0 0 48" Side View Lap-opiioe/bose bolted anchor g " ,, X0 . 0 ° .20 x 2■ x Sign , . a c 2e .................... 12 go. upright Ae Post `'. •»t� 5, ° chi, 12 go. uprights 1 3/4' x 1 3/4° x it foot •. f2 qa poet G 1 3/4'x 1 3/9" x ii foot - - J (DO NOT SPLICE) 4»� s i2 go post t� �/ (00 NOT SPLICE) i 3J9" galy. round •, 48■ : : DUAL LEG BASE with 3/i6" 1 3/ " :7 Upright must ••••••••••••" or 1 3/4 x 1 3/4 Front view Upright must square tubing ; am s telescope to 3/88 x 4 /14" i 34° telescope to See the CWZTCD Post 1h provide 7' height grade 5 bolt provide T' height for embedment.above pavement. winptut and 2" above pavement e e ..: e o e e • w rasher 01 GENERAL NOTES 98 48" ; Weld bolt thru t. Nails may be used in the assembly_ of�wooden sign ., "Ing at i" off supports, but 3/8' boita:with raft or 3/8` x 3 1/2" top skid Wedde to start an log iaMa�must be used an every Joint for final oe . opposite sides going ; B. in opposite directions.IF IF 5' 2. More details of approved LoWIntermedtate and f 3/4" x 1 3/4' x t4 Oa max. Mtnimunfield, do not can be cross brace , weld book fill puddle. if See BCtiCa teeDsttefigtthe CWZTCD 5 . weld starts here weld starts here ......... ` pin at ongie to 3. No more than 2 sign posts shotI be placed.w.ithin o 2" x 2- x weld matohdsidealope 7 ft. circle, except for speoiflo materials noted on the .. 12 go. . . 36` CWZTCO List Texas Department of Transportatlon . . . ;e . Traf k Rpendlow Dlvisto n 1 1' 4. 18hen project is oortpieted, all sign supports and • This wi1i be dations shot I be didtayfrom tto he project 502stte. DIG. fypi WOOD POST SYSTEM BARRICADE AND.. CONSTRUCT T ON WEDGE ANCHORS 4° H 1. FOR GROUND MOUNTED SIGN SUPPORTS TYPICAL SIGN SUPPORT �r Both steel and plastic Wedge Anchor Systems as shown an tie SO Standard Sheets &_7 I ( may be used as temporary sign supports for signs up to 10 agate teat of sign 6"7 L7 See SC(4) for definition at +Want Duration." STANDAR D face:. They may be set it concrete or in sturdy antis if approved by the Engineer. � " • • t8 Wood sign pasta MUST be one pleas. Splicing wiii (Sao web address for Traffic Engineering Standard Shasta on BOO)). . O EJ NOT be at lowed. Posts shol l be painted white. 5 of 12 BC t 5? -0? i I 12 See the CWZTCD for th9 type of sign substrate TxUOT to-4-t12 at Txo0T W TXM "I rnaoT CKt Txoar that am be used for each approved sign support. 9-07 REVISIONS MA SECT Jul NIO»8AI, 12Ga Direction . a„ /" of Traffic "IST Cwan steET tw cW 105 , .. th fff kh Ipt lab No, of Posts Mlotfmm Sq. feat of .Sign Foxe Minimum Soil Fmbatbment Drilled Holefs), Required Lx4 136' 221 36"ND21gig 2 -- :. _ . .1. _ __ __..__..--- _ :.._» -- ­-.._.., ...�_ .._--,, _. _ . BARRIER REFLECTORS FOR CONCRETE TRAFFIC BARRIER AND ATTENUATORS TYPICAL FLASHING ARROW PANEL ! 1. Barrier Reflectors shall be pregmalified, and conform to the color and LOW PROFILE CONCRETE BARRIER (LPCB} reflectivity requirements of OM5-8600. A Ilet of prequalifled Barrier Arrow'.Panele may be located behind channslfztng devices to place for a (a� 0 0 Reflectors (Type C Del Insofar#) can be found at the>Yater)al Producer • • shoulder taper or merging toper, otherwise they shall be delineated with • 0 0 I List web address shown on SC(l). Flexible Oeltneators reflective ' four (4) ohormlIztng devices planed perpendicular to traffto on the ••' p 5squerrtial Chevron ,;. 2. Color of Barrier Reflectors shall be as apeoltted !n the TMUTCD. The sn Ing upatretnm.afae o. traffic. :s 0 .0 :R cost of the reflectors shall be considered subsidiary .to Item 502. 1. The Flashing Arrow Panel should be used for aii lane closures on ;f � . multi -lone roadways, or slow moving wintenooe or construction CONCRETE TRAFFIC BARRIER (CTB) i6' activities on the travel lame. a► 0� oo . t° 2. flashing Arrow Panels should not be used on Iwo -lane, two-way Is �. roadways, defare, diversions or work on shoulders unless the i * o . 1P "CAUTION" display (see detail below) is used. 0 00 . t 3. The treat/Ins shall choose all ap propriate r fate signs, t Engineer/Inspector Rector . . qS t PP W>t' gn r Max. spacing of surface mount flexible deiinaolars barricades and/or other traffic control devices that should be used �4! �,�� 0 to 20 feet. Attach the delineators as per in conjunction rtth the Flashing Arrow Panel. { aanutaitarer a reoonmendatlams. 4. The Flashing Arrow Panel should be able to display the following # e+ `� tt Barrier symbolee • w i 41' • -- Rot lectors • • i DELINEATION OF END TREATMENTS �� Flashing RIGHT (LEFT) ARROW p �O i . r �-"- • • * :i � O `• REQUIREMENTS 0 . 3. 'Where traffic is an one side of the CT8, two (2) Barrier Reflectors ,.,••T-''~�r O *• MINIMUM shall be mounted In approximately the m)deeation of each section of CTB. ' F An alternate mounting location to uniformly spaced at one and of each OM-1 or r r' MINIMUM MINIMUM NUMBER VISIBILITY CTB. This .wtli of for attachment of a barrier grapple.without O-3 a TYPE SIZE OF PANEL LANDS DISTANCE .b damaging the reflector. The Barrier Reflector mounted on the side of B 30 x 60 13 3/9 mile r� the CIO shall be - located directly below the reflector masted on top of A '- ' Flashing DOUBLE ARROW •: �• C 48 x 96 15 1 mile the barrier, as ah m to the detail above. 0.0 1.0 :• IWi O.�t1 � 4. Where CM separates two-way traffto, three barrier reflectors shall be a •, i ATTENTION: Flashing Arrow. Panels `a mounted in each section of CTB. The reflector unit on top shall have • • g two yellow ratleottve fooes (Bf-DireatIona 1)shtIs the reflectors an each andli be, ecuipped with It►stail a minimum of 3 Barrier Reflectors aide of the barrier atoll have erns yet tow,rat feotive face, as sham► in automatic dimming d ire detail above. per manufacturer's reoaltnendatidns. rg devices. S. amen CTB separates traffto traveling in the care direction, no barrier • • refiectors,wiii be required on top of the CT8. APPROACHING TRAFFIC Flashing CAUTION O O O O O . O WHEN NOT IN USE, REMOVE THE ARROW B. Barrier Reflector units tot shall be yellow or white in color to match the edgellne being supplemented. Yellow Barrier Reflectors small be made . BOTH SIDES ONE SIDE O O PANEL FROM THE RIANEL BEHIND Olt END TREATMENTS FOR • • PLACE THE ARROW PANEL BEHIND with Type E FltroraeosrM Prismatic Yellow Retroretleottve Sheeting. , CONCRETE TRAFFIC BARRIER OR GUARDRAIL. White reflectors shot i be made with Type D White Prtsmatto sheeting. or 3 CTB S USED e 7. Maximum apaoing.of Barrier Reflectors is forty (40) feet. DELINEATION OM-1 Vertical IN WORK ZONES 5. The "CAUTION" display consists of tour corner lamps flashing 8. Pavement markers or temporary flexible-refieotive roott+e� marker tabs . Panel simultaneously. it. The Flashing Arrow Panel shall be mounted on � shall NOT be used as CIS dellnteo lon. End treatments used on CT8 s in work 6. Tire straight Iine coution.dteploy is NOT ALLOWED. a vehicle, troller or other suitable support. ,t 9. Attachment of Barrier Reflectors to CT8 shall be per manufacturer'a zones shall meet drashworthy standards 7. The Flashing Arrow Pans[ shall be capable of minimum 50 percent, 12. A Flashing Arrow. Pawl SHALL NOT BE USED to as defined in the Nattina C callus reoonnmrx1ations. as defii Research Report al Rater to dimming from rated lamp voltage. The IFloshing rate of the lamps laterally shift traffic. 6 10.Mtsetnq or damaged Banter Reflectors shall be replaced as directed shots rat be. less than 25 nor more than 40 flashes per minute. 13.'A full matrix PCMS may be uaed to simulate a Z by the Engineer. the CWZTCD List for approved end 8. Minimum tarp "an time", shot be approximately 50 percent for the Flashing Arrow Panel provided It meets ti.5ingle slope barriers shalt be delineated as ahown on the above detail. treatments and manufacturers. IF arrow and equal intervals of 26 percent for each viatbtltty, flash rate and dimming requirements . sequential phase of the flashing chevron. an this sheet for the sane size crow. 9. The aammrk+Ial arrow display is NOT ALLOWED. 14. Minimm mounting height of trailer mounted arrow. WARNING LIGHTS 10. The flaehIng arrow., display to the TxOOT atandardl however, the panels should be T feet from roadway to bottom rr sequential Chevron display may be used.•Iring daylight operations. of panel. t» Morning lights shall melt the requirements o4 the TMUTCD. . .� /) 2. Warning lights shall N07 be foetal led tsi barricades. 3. Type A -Lot InteneTtY Flashing Warning Lights are commonly used with drama. They am Intended to warn of or chuck o potentially hazardous TRUCK -MOUNTED ATTENUATQRS m-ea Their use shah) be as indicated on this sheet and/or other sheets of the plans by the designation 'FL°. The Type A Warning Lights • shall not be used with signs manufactured with Type E Shooting (Fluorescent Priamotto) meeting the requirements of Departmental Material E3 , O Specification DMS-8300. i. Truok-mounted otteructors (TMA) used an TxDOT fool Iittes must meet tits requirements outlined in the National 4. Typo-C and Type D 360 degree Steady Bump Lights are intended to be used in a aeries for delineation to supplement other traffic control . Cooperative Highway Research Report.No. 350 (NCHRP 350). devices. Their use shot be as Indicated on this sheet and/or other sheets of the plane by the designation "SB'" 2. Refer to tits CWZTCO for. ft requirmnermfa of Level 2 or Level 3 TMAs. S. The Englmer/Inspeator or the plans small specify the location and typo of warning lights to be )natal led an the troffto control devices. 3. Rater- to •Hie dates shown to the CWZTCD to ensure that the TMA meets the age requirements and the arashworth)nese . S. The required by the Engineer, the Contractor shalt furnish a copy of the warning ITghte certification. The.waming light ma)xifooturer will criteria established by the Federal Highway Administration WHWA) for TMAe. certify the warning Ilghhts meet the requirements of the latest ITE Purchase Speoifiactions for Flashing and Steady -Burn Warning Lights. 4. Refer to the CWZTCD for a Ilet of approved TMAs. . 7. than used to delineate curves, Type-C and Type 0 Steady Burn Lights should only be placed an the outside of the curve, not the inside. 5. TMAs are required on freeways unless otherwise noted in the piane.. WARNING LIGHTS MOUNTED ON PLASTIC DRUMS 6. A TMA should be; used writtme that it oat be positioned approximately 30 to 100 feet In advance of the area of Type 6 taming Licht or craw exposure without adversely ofteoting ft ,work performance. approved substitute mounted 1. Typo A ftaehing:warntng lights are intended toswarn drivers that they are approaching ar are to a potentially hazardous area. 7. The only reason a TMA should not be required is when a work area to spread down ft roadway and the work crew is adjacent to 'the trcvel.way. 2. Type A random flashing warning IIghts are not intended for del Inaction and shot not be used in a series. an extended distance from the TMA. . 3. A series of sequential flashing warning lights placed on channeltzing devices to. form a merging taper may be used for delineation. If used, . . ft successive flashing of the sequential corning lights should aaour from the beginning of the taper to the end of the merging taper to . order to identify the desired vehicle poth..The rate of flashing for each Itght.sholI be 65 flashes per mhwte, plus or minus 10 floahea. . r - - - - m 4. Type C and D steady -burn morning IIghts ore intended to be used in a series to delineate the edge of the travel lone on detoura, on lame 1 I changes, on tans closures, and an other similar candlt)ons. . I S. Type A, Type C and Type D momIng IIghte atoll be installed at locations as dotal led an other sheets in the plans. I I 6. Morning Ilghts shots not be installed on a drum that has a sign, chevron or vertical pawl. Texas Departmmnt of Tramporiatlon 1 - O T. The maximum spacing for warning l ights on drums a mid be identical to the channel iztng device spacing. 7rafYk Operaliarrs. DN/altvt -A WARNING REFLECTORS MOUNTED ON PLASTIC DRUMS AS A SUBSTITUTE FOR TYPE t: (STEADY BURN) :WARNING LIGHTS BURR T CADE AND CONSTRUCTION i. A�waml no reflector or approved suietttufe may be mounted on a plastic drum as a tubstitute for a Type C, stmady,bum :wamin a light at the ARROW PANEL,' REFLECTORS, discretion of the Contractor unless otherwise noted to the plans. 2. The mtanhinq retlaatar shall be yellarir to polar and shall be manufactured uatric a sign substrate approved far uee:r}th plastic arum )fated WARNING LIGHTS $t ATTENUATOR an the CWZTCD. Warning reflector may be round. 3. The warning reflector shall have a minima ratrorefieotive surface area (cm-alde) of 30 square inches. STANDARD or squa-e.Must have a 4. Round reflectors shot be fully refleatorized, including the area Where attached to the drum rot [stiff" su-faoe area of at least S. Square substrates must have a mtntmun of 30 square inches of rot factorized sheeting. They do not have to be rot factorized Were it B C r � t � O� 30 square inches attaches to the dram. 7 ' of 1 2 ` I . 6. The side of ttw :corning reflector facing approoahing traffto shall have sheeting noting the color and retroreffectivity requirements for CIS 8300-type 0 (Non-fluoresoent Prismatic). ©Tx00T 11-4-02 a,t MOT M1 TXO0T mn T=T CKt TxOOT T. When used near two-M traffic,. both sides of the warning reflector shall be rot factorized. g-07 xEvtsho"s w,Y sacr Juv Nxa"Nkt 8. The warning reflector should be mounted on the side of the handle nearest approachtrig troff to. -in 9. The madman spacing for warning reflectors should be Identical to the charnel device spootng requirements. CY~. "tar CW..n SHUT ..v. .... .. .......... .......................... ... ... .. - 1.07 . � m ig� 0 rd PORTABLE .0 8 6 , 4 CHANGEABLE MESSAGE SIGNS }. The thginear/it)spaotor shall approve ail messo0es used on portable changeable massage signs (PtAiS). 2. Messages an PdtS ottuwtd contain .no more than 8 ,wards tothout four to eight characters per card), not lnaluxtinq simple wards sxhoth as "TO,* aFOfi, n *AT," orto• 3. Messages should consist of a single phase, or two phases that alternate. Three-phaee.rneeaages am rat otiowad. Each phase of the message should convey o single thought, and moat be understood by itself. 4. Use the -word *EXIT' to refer to an exit rasp on a freeway; 1. a., `E%It CLOSED.° Oo not Use the term °RW." 5. Always use the routs or trNersto?fs dealgnattan (IH, US, SH, FM) clang with the rusher � rsterrtno to a roadway. 6. When in use the bottom of o stationary PCMS message pone) should be a minimum 7 feat above the roadway, where possible. T. The message term "WEEKEND' should be used only t# the work is to atom an Saturday morning and and DY Sunday evening at midnight. Actual days and thoura of wait should be displayed an the PfXt15 If work 1s to begin on Friday evening and/or continue Into tttandoy ulDrntrq. 8. The Engineer/Inapeotor may select oils of i)to options *which are avati- tnble for dtaplayinq o two-phase massage on a FCYS. Each glance arty be displayed for either four aeoatnde each or for three 8840mids each. 9. Do not "flash" massages or words included in o message. The message should be steady Dorn or aoit!•irMtotls while displayed. 10. Do not present redundant ttltonnatton on a two-phase meseagel i.e., keeping two i Trtea of the message the. some and oliarging the third i ins. if. Oc not use the word "Danger" in message. 12. Oc not display the message "LAMS SHIFT LEFT" or 'LANES SHIFT RTONT" an o P(Ai.S. Drivers do rat understood the message. i3. Do not display messages that scroll horizontally or vertically across the two of the sign. 14. The following table lists abbreviated wnrdn and two -cord phrase that are acceptable for t18e an a PCMS. Both words in a phrase not be displayed together. Words or phrases not on this )tat should not be abbreviated. t5. PC!(S olorooter- height should be at least 18 inotmea for troller mounted units. They should be visible from of least 1/2 (.5) mile and the text scold be legible from at least 720 feet. Tratok anointed units must have a character height Of 10 Inches and moat be legible from at least 400 16, Each ItM of text elxwld be centered on the message board rather than )aft or right justified, 17. if disabled, the PCMS should default to on lilegible display that will not alarm motorists and<w)il only be used to alert workers that the •PtIdS has malfunctioned. A pattern such as a series of horizontal solid bore Is oppropr)cfe. 11111111J. 31, - , 1- - = I. � , I: -,�* ; = �.11L'1:1,1u� i� tt:..l�� :• [9`aZ� Ud3',I� L� E'rri� l<�[IiiiAILu-� ill •:tL^T?�111111111111tiQi.`I�ii� •• [;Cif it>TM."%:^iitt�I_� [liKE- caj.":Z'ahlmCit:IihtPi'iii [KWN a�1� G� MTI.lrt,,..,t�rT:^?-�tm�� •. _:,... t ji3,Tidhl1111111111 Roaaway designation aM. TH-nurbar, U5-tittllbeh-, SH-clasher, FM-txmber WHEN NOT IN USE, REMOVE THE PCMS FROM THE RIGHT-OF-WAY OR PLACE THE PCMS N BEHIND BARRIER OR GUARDRAIL WITH 5ION PANEL TURNED PARALLEL TO TRAFFIC L MPI [ 11 ] I H I RECOMMENDED PHASES AND FORMATS FOR PCMS MESSAGES DURING ROADWORK ACTIVITIES (The Engineer may approve other messages not specifically covered here.} Phase 1: Condition Lists Phase 2: Possible Componenfi Lists Road/Lane/Ramp Closure List Other Condition Litt Action to Take/Effect on Travel List Location List Warning List *� Advance Notice List FREEWAY CLOSED FRONTAGE ROAD ROADWORK XXX FT ROAD REPAIRS MERGE RIGHT FORM X LINES AT FM XXXX � SPEED LIMIT TUE-FRI XX AM- X MILE CLOSED XXXX FT RIGHT XX MPH X PM ROAD CLOSED SHOULDER CLOSED fLAGGER" XXXX FT LANE NARROWS DETOUR NEXT USE XXXXX BEFORE RAILROAD MAXIMUM SPEED APR M XX AT SH XXX XXX FT XXXX FT X EXITS RD EXIT CROSSING XX MPH X ROAD CLSD AT FM XXXX RIGHT LN CLOSED XXX FT RIGHT LN NARROWS, XXXX'FT TWO-WAY TRAFFIC XX MILE USE EXIT XXX SE EXIT I-XX rNORTH NEXT X MILES MINIMUM SPEED XX BEGINS MONDAY 2.die. (typl for tluoamitin0 Top sloutd rat signs and allow aoileotian warning lig s Of water or debris � 4° mot . 46 min Each drum shall have, gm max a minimum of 2 orange ttyp) and 2 white stripes �± ............... ::::;::,::::::: .. .............. uai rmax o- rag Typal C ret 2" reflective sheetFrg ..... ........:.........:::.:....::.:::....... (typ.? with the faP stripe being orange. L, t• ii .. . !- O.OT" max Taper to allow R mtnimat 5.0 ..� ..- + .. ,, drums -_Base f36■ dta. maxi GENERAL NOTES i. For tong latm stationary work zones on freeways, drone shall be used as the primary otuashai tztng device. 2. For intermediate term stationary work en work zones freeways, drama should be used as the primary otiatrmeltzin0 device but may be replaced in tangent aeotlotl8 by vertical pclela, or 92' two-piece caies. in tangent seottane one -picas oonaa may be used with the approval at the Engineer but only if personnel are present on the project at all times to maFrrtotn the cones in proper position and location. 3. For short terra stationary work zones on freeways, drama are the preferred ottovneitzin0 device but may be replaced to topers, transitions and tangent sections DY vertical panels, fro -Pleas Donee or one -Piece cones as approved by the Engineer. 4. !irons aid all related itemd shall oomplY with the retluiremernta of the. current version of the "Texas Marwml an unttornu Traffic Control Devices' tTAllf'CDi and the "Canpllatt Work Tons Trofiio Control Devitea list' (CWZTCD). 5. dra>!na, bases, and related materials shah exhibtt.good warWriothship and nhai{ be tree from objectionable marks or defects that would adversely affect their appearance or aervtoeobiltty. S. The Contractor shall have o maxlitun of 24 We to replace any plastic dams tdumtifted for replacement by the Engtnasr/inspector. The repiaoe- tnent device must be an approved device. GENERAL OESIgI REWIRDENTS PretRtoltfled plastic drums shall meet Fits lot lowing requirtwnantes 1. Piaetlo drums shall De'a two-piece deaTgnt the "body" of the drum shall be the top portion and the "bone" chat! be the bottom. 2. The body aid bass steal i look together in such a moaner that the terry separates from the base when Impacted by a vehicle traveling at a speed of 20 AfN or greater but prevents accidental separation d<ie to normal handling and/or air turbulence created by passing vehicles. 3. Plastic drums shall be oonatruatad of lightweight flexible, and deforirable materials. The COtntraotor shot NOT use racial drama or eFtgte piece plastic drums as ehaanetlzatton deviates or sign supports. 4. Drams shall present a prof! ts. ilia to a mininun of 18 Zilches in width at the 36 itch height when viewed from any direction. The hetort of drum -unit tbtndy instal led on boas) shall be a miNmun of 36 tastes and o tnaxfaus of 42 inches. S. The -top of its drum shall have o but It- tn lnondie for easy. Dtaiwp and shall be designed to drain water and not act loot debris. The handle shot hove a minima of taro widely spaced 9l16 itch diameter holes to allow attoohmertt of a warning Itgtrt, warning reflector unit or approved oampltarM sign. 6, The exterior of the drum body shalt two a minimumof tour otternatinp crags and white retrorefieattve oitrouaferentfa{ stripes not less than 4 inches nor greater than 8 intdmea in:wtdth. Any con-ref}ectortzed apace betiiteen any two adjacent stripes shall not exceed 2 Inches to rtdNh. 7. Bases shot have a maximum width of Winches, a maxima height of 4 Indies, and a minimum of two footholds of eufftoiant size to allow bane to be held down while separating the drum Dozy from the base. 8. Plastic drum shall be constructed of ultra -violet stabtilzed, orange, hfgh-denatty poiyett>,yfene (HOPE) or other approved material. 9. Drum body shall have o minima dstbaliaeted wetght.ot T.7 Ib& and maximum urdtoiionted weight of I tbs. iha watt of the drum body chant be a minimum of O.OT inch to thickness. Weight of any drum supplied shall rat vary more than 0.5 Ib. from that of the prequolifled .uhorpie. tO.Oruun and base shot t be marked with mowtfeattrer'a name and model number. RE7ROREfLECTIVE SHEETING 1. The at1'Ipea used on drums slmatl be uxxnstrttoted of'sheutttnq tmest(ttg the Dolor. and retrorefleotivity requirements of DeportmelN•ot Yaterlola SpaatfFootton DMS-8300, 'Flat Surface Refleotive'Sheet•ing.," High Specific intercity (Type C) retra-efleotive sheeting shall be supplied. umlea s otherwise apeotited in ills plane. • n an ' 2. T a ahaettrig auttab a fo ea d ehall adhere t o h shall be 1 r u o the drum etaYaoe sloth that, upon vehicular impact, the sheeting shall rawnotn adhered to -place and exhibit no delomtuwtfn0, orooktrq, or toes o4 retrorefleottvtty other than that lava due to,obraalon of the sheeting ettrYaoe. eAW►ST 1. lAhbtti tasted bases stxti t be large enough to hold up to 50 tbs. of seal. This boas, when filled with the tnailaat material, should teeigh between 35 The (minimum) and 50 !bs (maximum). The ballast may be sand in one to tires sandbags separate fray tha'base, Band in asand-filled plastic base, or oiler ballasting devices as approved by the Engineer. Stacking of sandbags will be at [owed, however height of sorcPoaga above pavement atrYaae may not ensued 12 inolhea. 2. Bases with built-in ballast clot! weigh between 40 tbs. and 50 lbs. Built-in ballast oan.be constructed of on, Integral crush rubber hose or a aolld rubber base. 3. Tate ballast shall not be heavy obleats,.rater, or•any matertat that round becoahe hazardous to motorists, pedestrians, or workers wtwn the drum to struck by a vehicle. 4. `•t86ri used in reg tons susceptible to. freezing, triune $hail have drainage holes in the bottom so iha'!''9rafer:wtll not ollect and freeze becoming o hazard whn struck by a vehicle. S. Bai last slot l not be placed an top of drama. S. Adhesives may be used to 88atiro base of drams to pavement. CWi-6 o ,f - t 36"1 24` _1 12` Bn / ( •4' Orange 4" White DIRECTION INDICATOR BARRICADE d 1. The Direction Indicator tnorrtoae nwy be used in tapers, tranalttona, and other areos:rhere apeolito direottanol gutdaiae-to drivers to necessary. 2. If used, the Direction Indicator t)arrioade should be used in eortea to direct the driver through the transition and Into the intended travel ions. 3. The Direction Indicator Barricade atoll consist of line-Dtreotioh Large, Arrow: tn:Wt-6I sign in the site efnohch with a bleak arrow on o twokgrotmtl of Type E Fluopr'eaoeint Prtamotio Orange above a rail with Type C High Specific Intensity retrorefleotive ahsetin0 in nhternatton .4* ,white and orange stripes sloping downward of an ongia of 46 degrees to the direotoon road users are to pass. 4. Double arrows an the Direction Indicator Barricade will not be allowed, 1. S. Approved mornufaoturera are shorn on•the CilZTCO Ltei•. Ballast shall be as approved by the rtalx2faotrmera inetrgiotione. 1 otherwise 9" x 244 Sign 120 x 24" Odmcfmtm Sign Dinuanetan) Vertical Panel Chevron 0i-8, Opposing Traffic Late mount trJth diagonals Divider, Driveway sign DTOa, Keep Right sloping down towards • ft4 series or other signs ae approved travel way by Engineer • Plyywood r substra'tetosishailmNOT betUsed. i on plastic drums SIGNS, CHEVRONS,, AND VERTICAL PANELS .MOUNTED ON PLASTIC DRUMS t. Sigma used on Plastic drums shol,l be mowfaotured using . substrates listed on the CWZTCD. 2. Chevrons and other,work zone signs with an orange background atoll be manufactured with Typo E (fluorescent Prismatic) sheeting meeting the Dolor and retrorafleativtty require - manta of OMS-8300Sttin Foos Material," anises , » . specified in the plane. 3. Yertioai panels shall be monufootured with orange and.whita sheeting rneeting.the reoulremerits of OMS-8300 Type C. (High Specific Iiiiensity). Diagonal stripes an Vertical Panels shall elope dorm toward the intended traveled lane. 4. Other sign messages next or symboito) may be used as approved by the Enpinneer. Sign dimensions aha,ll not exceed f8 itches In width or 24 itnohee in tielght. S. Signs shall be Installed using ,a 1/2 inch bolt tnanTnat! and nut, two rashers, and one looking washer for each connection. B.=.Mounttnq bolts and nuts anal be lolly engaged and adequately toreUuad. Botts should not extend more that 1/2 Inch beyond tots. 7. t3ievrona may be placed on drone on the outside of curves, an merging tapers or on shifting tapers, ltllnien used to these locations they may be placed on ovary drum or spaced not more than an every third drum. A minimum of three (3) should be used of each location Dolled for In the plans. S. 119=9, 119-110, 119-i1 and R9-ifs Sidewalk Closed elope which are 24 inches wide may be mounted an plastic drums, with approval of the Engineer.1. AOMW Texas DeparMient of Transpor!'rilon 7)+an7o OpemiYons t7Nlslon BARRICADE AND CONSTRUCTION CHANNELIZING.DEVTCES STANDARD 8 of 12 8C (8)-07 0Tx00T' i t-4-e2 Ohl txooT eKt TxtioT O»t TxDOT CKt TxDOT 4=03 REVIsgoNs Copt 6aCT Jug NIONt+hT S-OT "Ism ta»».it s»sat M,. t08 t®MI CONSTRUCTION TxD4T DETAILS- BARRICADE AND B �.* :.......j.`:... *.% % EDWARD T . ADDICKS ip B W tZ pCWM oQ !�o O Co N OE JOB. � 816.005 PA.. (c1o.3 ', t .... ...._...-..... _...._.__. C H A NN EL I Z I NG DEVICES GENERAL NOTES( i. Work Zone channellzing devices IIluairtted on this sheet may be installed • VERTICAL PANELS (VPs) in close proximity to "if to and are suitable for use on high or low 8" to 12" B" 1012, CHEVRONS 1. The chevron shall be a vertical rectangle With a speed roadways. The Engineer/Inspector shall ensure that spacing and n 8" to 120 8' to 12, �,-� .----+� - minimm size of 12 by 18 inches. placement is uniform and In accordance with the "Texas ianual on Untfom ! 16. 0 I�- �) la-- 18" -*I 2. Chevrons are Intended to give notice of a sharp Traffic Control Devices' 1TWTCD). change of alignment with the direction of travel 2. Channelizing devices shown on this sheet may have a driveable, fixed or and provide additional empha le and guide ce for portable base. The requirement for self-righting oba nelizing devices must vehicle operators with regard to changes in T. be speo)fied in the General Notes or other plan sheets. I -q" t: horizontal alignment of the roadway. e 3. dnmvwlizing devices on self-righting supporta should be used in work zone 4" s .24" 3. Chavrons, when used, shall. be erected on the ant- areas where channatlztng devices are frequently impacted by errant vehicles 24" 4: a aide of a sharp curve or turn, or an the far side or vehicle related wind gusts making alignment of the channeltzing devices 45' 4" min, of an Intersection. They shall be In IIte with difficult to maintain. Locations of these devices shall be detailed else- { 45, q" and at right ogles to approaching traftto. rfiare in the plans. These devices shall conform to the 7MUTCD and the q• Spacing should De such that the motorist always "Compliant Bork Zone Traffic Control Oavtoea List' tCWZTCDf. q. has three in view, until the change in atIgtmrent 4. The Contractor shell maintain devices in a clam condition and replace eliminates Its need. i damaged, nonrefleative, faded, tx- broken devices and bases as required by VP-1L VP-1R y 4. To be effective, the chevron should be visible the Engineer/impactor. The Contractor shall be required to maintain proper - for at least 500 feet. device spacing and allotment. Fixed Bose Surface S. Chevrons shall be mange with a black nonrefloc- S. Portable bases shall be fabricated from virgin and/or recycled rubber. The I w/ Approved RmY a 36" five legend. Sheeting for the chevron shall be y portable bases shall weigh approximately 35 lbs. . Adhesive Base °� ; Rigid retrorefieattve Type E (Fluorescent Prismatic) Rigid 6. Pavement surfaces shalt be prepared in a manner that ensures proper bonding _ -� „ conforming to Departmental.itlaterial Speofffaction between the adhesives, the fixed mount bases and* the pavement surface. 3 DMS-8300, unless noted otherwise. The legend Adhesives shall be prepared and applied according to the manufacturer' a 4r Self-righting 12" mum shall be black vinyl non-rofiective decal sheet- L6. recomnend7. FIXED 18 r embedment ing meeting the requirements Of PA-03o0. Support oilatfon and removal of ohaneiizing devices shall not cause �1 depth For Long Term Stationary use on tt4hm"s or detrimental effects to the final pavement surfaces, RahxHng pavement ) (Rigid or self-righting) transition on freeways and divided highways I surface discoloration or surface integrity. Driveable bases shot not be DRIVEABLE Fixed Dace w/ Approved Adhesive self-righting chevron& may be used to supplemterat permitted on flat pavement surfaces. The Engineer/Inspector shalt approve i (Driveable Base, or Flexible plastic drums but rot to replace plastic drum. ail appliaction and removal proosdturee of fixed bases: Support *an be used) 8. Examples on this sheet we commonly used channelizlnQ devices in work zones. • 1. Vertical Ponela (vP's) are norrally used to channel lze - For other devices, refer to the CWZTCD. 1 8" to 12" traffic or divide opposing lanes of traffic. i 2. VPa may be used in daytime or nighttime situations. 1''-"� They urrapr be used at the edge of shoulder drop-offs and 1. Opposing Traffto Lane Dividers (OTLD) are OPPOSING TRAFFIC LANE '. other areas such as law transitions whore positive delineation devices designed to convert a daytime and nighttime del inaction is required. The DIVIDERS (OTLD) normal on"Ri roadway section to two-way Engineer/Inspector shoal refer to the Roadway Design operation. 07LO's are used on temporary I T I q- Manual Appendix 6 "Troatment of Pavement Drop-offs In centerlines. The upward and dow ward arrows Work Zonee" for additional guidelines on the use of � 1?" CW6-4 on the sign's face indicate the direction of e min.` VP'e for drop-offs. trofflo on either side of the divider. The 4 min. 3. VP'e should be mounted back to book if used at the edge Panels base Is secured to the pavement,wlth an ad - of auto adlooent to two-way two lane roadways. Stripes mounted haetve or rubber weight to mintmtzo movement ore to be reflective orange and reflective white and book to book caused by a vehicle impact or wind gust. i 4' should always slope downward toward the travel Ions. " 2. The OTLO may be used in combination with simple 4. vP`s used on expressways and freeways or other high to tubular markers or VP8. i speed roadways,ahall have a minimum of 270 square inches S of retrorefiective area facing traffic 3. fasting between the s or shall not exceed SOD '`, Portable, faun. Tubular markers or VPe placed between S. Self-righting supports am available with portable base. Fixed or the OTLD's should toff exceed too foot spooing. Sea "Compliant Work Zone Traffic Control Devices List" 36" Driveable Bose 4. The OTLD ahaii be orange with a black non- _ (CWZTCD). be , reflective legend. Sheeting for the 07LO shall S. Shooting for the VP's shall be retrarefieative Type C be retrorefleative Type E (Fluorescent Prismatic) thigh Specific Intensity) oonfa ming to Departmental . mount d mintDee to TaDwm (rob T L he S ad wmttmuan 1 mrtellzi Oav� aD Posted S d Formula 10' Offset it' offset 12' Offset an a Taper an a TonoW 30 2 L- ..60 150' 165' 1801 30' 60'-75' 35 205' 225' 245' 35' 70' -90' 40 265' 295' 320' 401. 80'-100' 45 L+WS 450. 495' 540' 45' 90'-110' 50 500' 55' 600' 50' 1001-125' 55 550' 605' 660, S5' IIO'-140' 60 600' 8601720' 60' 120'-150' 65 650' 715' 7801 65' 130'-165' 70 700' 7701840' 70' 140'-176' 75 750' 825' 900' 75' 150'-185' SO 800' 88fl' 960' so' 160'-195' (Rlgtd or self-righting) Material Specification DM.S-8300, unlese noted otherwise. on tnuw. conforming to Departmental Material Specification . 7. Where the height of reflective material on the vertical iAtS-8300, unless noted otherwise. The legend **Taper IeMho nave beat rounded off. PORTABLE panel Is greater than 36 inohse, a pane) stripe of - shal I be black vinyl nonerefleotive decal L-Ltxtpth of Taper (FT.) ,1143dth of offset (FT.) 6 Inchea shall be used, sheeting meeting the requfremterita of OM.S-8300. s-Posted spew arm) q VERTICAL PANELS &OPPOSING TRAFFIC LANE Refer to BC and/or TCP+e, DIVIDERS SEPARATING TWO-WAY TRAFFIC sheets for approach ' 11 �' HOLLOW OR WATER BALLASTED SYSTEMS USED AS 8 A (Typ j cal app i i oat i on) requirements. < . LONGITUDINAL CHANNELIZIN6 DEVICES OR BARRIERS Contort Ire 4Z . as a 1* LONGITUDINAL CNANNELIZING DEVICES 1. Longitudinal cltanellzing devices are araehworthyr lightweight, deformable devices that are highly visible, have good co r* � target value and am be oonneated together. They are tot dwtgued to contain or redirect a vehicle an impact. 2. Longitudinal channneliztng devices may be used Instead of a line of cones or drums. a g a © a a 3. Longitudinal chorneitzing devices shall be placed to accordance to appifaction,aid Instal requirements specific to the device, and used only when shown on the CWZTCO Ilet. . 4. Longitudinal channelIzIng devices should not be used to provide positive proteotion for obsta01e8, pedestrians or, Soo, .. . : - .- . --- .,•.,., 5. Longitudinalr•. I r A' channelIzing devices shall be retrorefieottve, or supplemented with retrorefieotive delineation Texas lWaftfwntof TransptN'1at10n as required for temporary barriers on BC(7)-07. Trafflo Operdla,e Dlvlsfw WATER BALLASTED SYSTEMS USED AS BARRIERS R R i. Water bah lasted systems used as barriers Mal l not be used solely to channelize road usera, but also to protect file.SBARRICADE AND CONSTRUCT ION S S work space per the appropriate HCHRP 350 araslWorthtnss requirements based on roodgoy speed and barter application.SSS . 2. (later ballasted systems used to othacwlize vehicular traffic shot be supplemented with retroreflective delineation or channel (zing devices to improve daytime/nighttime vlslbi Iffy. They may also be supplemented with pavement markings. opposing VP or Opposing Opposing VP or CHANNEL I Z I NG DEVICES 3. Water bal lasted eyetam a used as barriers shall be placed in accordance to application and installation requirements Lane TubularLane Lane Tubular Marker specific to the device, and used only.when shown on the CWZTCD IIat. . Divider Marker Divider Divider STANDAR D 4. (later ballasted systems used as barriers should not be used for a merging toper except In low speed (leas than 45 MPH) urban creme. When used on a toper in a low speed urban area, the toper shod be delineated and the taper length should be designed to optimize road user operations considering the oval table geomeirlo conditions. a SpooinD between the VP'a or tubular makers shall rut exceed 100 feet. On roadways with speeds lose than 45 1PH, 9 of 1 2 BC (9) - 07 S. When water ballasted systems used os barrier# have blurt ends exposed to traffic, they ahould be attenuated spacing between the tubular markers or VP'e Mall be as shown on the chanelizing spacing table shown on this as par manufacturer recommendations or flared to point outside the clear zone. page. If the table shows owing greater than too feet based on the roadway speed, then use a m0xtmnt of 100 feet ©TXOOT i1-442 m.t nt"or co rxaer tw, um act r=T It used to ottanneilze pedestrians, longitudinal oharmwfiztng devices or water ballasted systems must has o continuous . owing between the tubular markers orVP'a. Every fifth channel (zing device shot be an OTLO, except when the 9-07 ssvtssd"s cats -1 a,v xI ... dotaefiabie bottom for users of long Dews and the top of the unit shall be not leas (tan 32 inches In height.oLTD must be spaced closer to mearndate an Intersection. Spacing between the OTLO ahaii not exceed50D feet. 2 W niST C^71 S"EeT W% .tU, -.. .. .. ..... _."... _......_.....__..._.._._.. ._......... ._.-1....... ..... . 109 61-1 pf b,g .a $ 1ro C 8b . goan am* l tt� 89 Is:- , 0 �. ... a 4 'aI.? �4 $i'f m$ 4g5 M 9 O 9 TYPE III BARRICADES TYpE III BARRICADE (P05T ANO SKID> TYPICAL APPLICATION CULVERT WIDENING OR OTHER ISOLATED WORK WITHIN THE PROJECT LIMITS 1. Refer to the Compliant work Zane Traffic Control Devices List (CYZTCD) for details of the Type III Barricades and a list of all materials Each roadway o4 0 ��:-"�` i. Where positive redirectitxal used to the construction of Type III Barroodes. divided- highway shot l be was _. 2. Type III Barrioodu shall be used at each end of construction ROAD Asamrxs � - -w ., r , - copobt Illy is provided, drums projects closed to ail traff to. barricaded in the saw manner. R11-2 CLOSED ern 020-6 may be omitted. 3. Barricades extending across a roadway should hove stripes that slope � � 2. Plastic construction fencing downward in the direction toward which traffto east turn in detouring. M4-tDl When both right dad }eft turns are provided, the chavran striping may CC�� may be used with dais for slope downward in both directions from the center of the barricade. -- ----. �, safety as required in the plans. Whore no fume are provided at a closed road striping should slope j� � J 3. Vertical Pamela on flexible support downward to both directions toward the center of roadway. 7Yptoai may be substituted for drone when the 4. Striping of ratio, for the right aide of the roadway, should slope �, J. shoulder width Te leas than 9 teat. F d to the left. Far the left aide of the roadway, striping . -•..- ti. .% Ptostlo Dom4. When the shoulder width is greater d the i �- '�� -�' �•- "� � � ( a slops damwa to r ght. _ - � than 12 feet, steady -burn ight5. toattm matctnQa may be attars only on the book of the '._� .�-'f' �� -/ PERSPECTIVE VIEW may hoe omitted if arias ors lraed. de roT ts. The ntmxtasm height o4 hollers and/or company logos ��., These drums 5. Ortsw moat extend the length used for Identification sloth be 1'. 6. BarrIcades.shal Identi not be placed parallel to traffic unless m adequate "+ �"" � / 30 feet �� a on en not d of the culvert widening. adway clear zone is provided. Sy ^�=� ---- . i T. Warning lights shall NOT'be installed on barricades. j S. Where barricades require the use of weights to keep from turntno over, DBtOur \,� 11 Inorease number of plastic drums on the the use of sandbags with dry, aaheetonless sand to recommended. The PERSPECTIVE VIEW ® side of approaching traffic if the crown awdboge wt I f be tied shut to keep the sand from apt f l ing and to Roadway (� maintain a Instant weight. Saul bage shoal not be stocked in o manner fn .f---"- width makes it necessary. (minimof 2 that covers any portion of a barricade rat is reflective attesting. ,p�� a and maximum of 4 drums) Rook, concrete, iron, ateai or other solid objects rill NOT be � 'CE"-CI permitted. 5ortQhaga should rreigh a mintmtm of 35 Iba and a maximum of The three rails on Typo its barricades 60 the. Sandbags shall be made of -a durable material that fears upon shot be ref leatortzed orange and to, vehicular impoot. Rubber (such as tire Inner tubes) shall not be used rofteotive White strips; on one side ®WLegend ags for sandb. Sandbage shall only be placed along or upon the base facing one-way "if to and both sides suppwte of the device and shots not be suapended above ground level for two-way troffto. . �......* (m ((I (� ((� Plastic drum or hung with rope► Kure, chain or other fasteners. Barricade striping should slant Vie �uv ya' � u' 9. Sheeting for barricades shot be retrorefleotive Type C (High downward in the direction of detour, 10, Max. 10, max._ 10, max. . Specific Intensity) conforming to Departmental Material Speaftootion PLAN VIEW rill or drum with steady porn Ifght Bur-6300 unless otherwise noted. �Jtl or Yetlotr:rca ping refieotor 1. Signs should be mounted on independent supports at a 7 foot A useda of two drums ahaii mounting height in center of roadway. The signs should be o 8' max. length Type 1iI Barricades be used taros; the trotk area. Steady bum yarning light Barricades shdi I NOT minimum of 10 fast behind Type III Barricades.ng sl be as apealfied e)aordtere to SB or yetlow•worning reflector be used as a sign support. 2. Advance signing the plane, PLAN VIEW . TYPICAL STRIPING DETAIL FQR BARRICADE RAIL CONES Width of 3"-4' 3"-4" 2" max. ° " „ nominoll I Reflective ;. 1 40 .min. orange 6' min. Z„_ to SW . F 2" e 2 min. 2 min. - qq„ 5 6 6, T inches. 2° min. white 4" min. 3' min. 4; 42„ EDGELINE TYPICAL PANEL DETAIL J67 4e min. orange 28' 28 CHANNELIZER FOR SKID OR POST TYPE BARRICADES 4" min. white min. min.4' min., 8' max. 42° . 2B„ min. On@ -Piece cones Tubular Markern...._. n.. ._.-... .. .. _ ... _ 1. This device is intended only far use in place of a vertical panel to W. 28" .Cones shall have a minimum weight of 9 1/2 ibs. channel(ze traffic by indicating the edge of the travel lane. It is. ,. . .. .. - . not Intended to be used in transition or tapers. .. 42" 2-pies@ cones 6hai ( have a minimum weight of 2. This device shall not be used to aeperate laces of troffio (opposing StiffrNow or otherwise) or warn of obleats. 30 lbs. including base. 3. This device is based on a 42 inch, two-piece a m with on alternate 1 Flat rats Tw0-Pi@O@ cOnes striping patterns four.4 inch retrorefteotive bails, with an Sttffner may be inside or outside of support, but no more than approximate 2 inch gap between bonds. The color of the band should 2 stiffeners domes shot be allowed on one barricade. I. Traffio es and tubular markers shalt be a minimum of 28 inches in height when correspond to the color of the edgellne (yellow for left edge[Ine, used either on freeways or at nighttime. white for right edgeline) for which the device is substituted or for TRAFFIC CONTROL FOR MATERIAL STOCKPILES Alternate 2. Cones or tubular markers shall be predominantly orange, fluorescent red -orange, or which it auppiemenie. The refleotorized bonds shall be retrorefleotive Alternate ® fluwresoent yaltow-ora w. They should be kept clean. and bright for maximum Type C encapsulated bead (High Speo)fto Intensity) conforming to c visibility. Departmental Material Specification 016-0300, unless otherwise noted. I 3. Comae used only for daytime oporattone do not require the rofleotortzed bands. 4. The base meat weigh a minimum of 30 lbs. 4. Cones and tubular markers used for nighttime operations shot be rof factorized. ppprox Daum, vertical ponale or 42' cones Approx. Refieotorfzed material shad have a.smoath, sealed outer surface that displays so, at 50, maximum sassing 50' the sane approximate color during the day and night. The refleotortzod bands shot be retrcrofiective Type C (High Speotfto Intensity) conforming. to . ( ) . Departmental Material Specification OMS-6300, unless otherwise noted. _ ►inn. 2 tb-ems Mtn. 2 drums 5. When used at night, appropriate personnel shot I ensure that oanea and tubular Texas DVartment of Transportatlon or 1 Type lit or 1 Type III lookers remain in their proper location and in m upright poatticn. 7iolY7o OparaNarP ANlPlon �-i� barricade 6. Ref factorization of 281cones shot( consist of a minimum 6 inch bond planed at . STOCKPILE �// least 3 inches but not more than 4 holes from the top, auppiortented by a minimum \� 4 inch band spaced a minimum of 2 inches below the 6 inch band. BARRICADE AND CONSTRUCTION ® 7. Refieatortzation of 42' cones 81a)i be provided DY alternating 4 to 61. orange and white stripes with onrorrp m tap. CHANNEL I Z I NG DEVICES ) 0 0 0 0 0 01a. Refieotorizatlon of tubular markers shot) be a minimum of two 3 inch bands placed on one-way roads Desirable a maximum of 2 inches from the top with a maximum of 6 inches between bands. STANDARD downstream draw ataokpile location 9. one-p)eco cones ar tubular markers am generally suitable for teapora y usage tug ar downstream may txi is outside Channel Izhng devices parallel to traffto . to a lours) with other channelization devices such as vertical panels, drums or should be used alert stockpile is two-piece aonoe for long term usage. Care should be taken to ensure they remain in 10 . of 12 BC (1 0) -07 omitted here clear zone. within 30' from travel lane. . their proper location and in an upright position. . 10. Cones or tubular markers used an each project shalt be of the acme size and shape. <= i1.7he handle may be designed as a look or other shape, fabricated from non -rigid ®TxaoT 11-4-02 9113 »roar oc, TMT mx, rAW ICKI Tz"ot ..._-_ -. -- -- -- ---- -- materials similar to the cone material, and may extend up to a maxtmsa of 8 itches 9-07 td17S101S "T SECT M "sox"., s� above the top of caw. Length of the handle shot i not be considered -with regard to the overal I height, of the cone. "tsT loam SxE"-r t" L _ - ...... .. ... 1. 11 ui . . . . . ., . . ........ I ... r .... I .... ......... I ..... ..... I ...... I ... ...... ... .... I ......... .... .. ­1 .... .. I . .... .- ., .. ...., ... _ - - . .......... ..... .... . _ __.._.. 'I Temporary Flexible-Refteotive � STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS is WORK ZONE PAVEMENT MARKINGS Raadlra0r Mat -ken Tabs $4.- DEPARTMENTAL MATERIAL SPECIFICATIONS $ ee PAVEMENT MARKING PATTERNS . TOP VIEW FRONT Vitfi SIDE VIEW 60" ± 3" Typo II -A -A TYPO Y buttons pf r GENERAL REMOVAL OF PAVEMENT MARKINGS PAVEMENT MARKERS (REFLixTOR22ED) DNS-4200 -"s� r- g TRAFFIC BUTTONS TiNS-4300 �g DOUBLE RAIND 1-0 o o O o 0 0 0�0 o �44 D a g it '- 1. TM Contractor 8h0i1 be responsible for maintoinirg York zone tltld 1. Pavement makings (that are n0 hanger opal loable, could create ootnfu- _ - _ _ - _ _� EPDXY AND ADHESIVES DIAS-6fOD PArl1ENr 4 to 12" The Cant actor shot makings, in able for m with the work zo a and i- Pion en direct a motorist toward or inln the closed id Cron of (fie 2 ' -. BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS Die-6130 � �+ - CENTER LINE & NO -PASSING ZONE BARRIER LINES FOR TWO -LANES TWO-WAY HIGHWAYS „Aausms TM 0. 0 o a o .O O .G o 0 0 PREFABRICATED PAVEMENT MARKINGS -PERMANENT DMS-824D _ NO -PASSING 4" a .=a, actions and special proviatow, on ati roadways open to traffic loadreY• shall be removed or abitterttted before the roadroy is open- PREFABRICATED PAVEMENT tAARKINGS-REMOVABLE MIS-8241 Type Y buttons " Type II -A -A REFLE01aRIZED , • as_ .within the CSJ hails unless otherwise stated to the plans. ad to traffic. „ 10 to 12 �i aAvureaT x TEIPORARY FLEXIBLE -REFLECTIVE ROADWAY MARKER TABS MG-8242`m 10 to 12 LINE 4 to 12 t° 2. Color, patterns and dimensions stall be to conformance the 2. The above eta!I not apply to dettwrs in place for lase (ton two i q"_ (V4■ -•--I 4 � in o 0 o a 0 o a o 0 0 0 0 . 1. 'Texas Manual on uniform Traffic Control Devices' (TMUTCD). reeks, where flows *War sufficient channelizing devices are used Adhesive pad A Ifs( of prequolified reflective raised pavement markers, ` 0 0 0 0 a O o A °e o 0 0o0 a * o ooa000noo 1no 00000000000 I -A -A $ 3. Additional supplemental pavement marking details may be found In the in lieu of makings to outline the detour routs. Height of shooting non-refleotive traffic buttons, roadway marker tabs and other $ ` �~ tt�si< \ T . ,,..ua�� Yet low plane or spooiffactions. 3. Pavement markings ahalI be reeved to the fullest extent possible, to usually more than pavement markings am be found at the Material Prodioar List $� Yet {Ow Yet tow `r/ Type 2i-A-A Type Y buttons RA)56a Type I-C , I -A oy I ,Typo W Or Y buttons 8 b 4. Pavement markings shot be Installed in ataa•dowe with the TMUTCO so as not to leave a discernable marking. This shoal De by any method 1/4' and leas than 1'. web address shown on SCO). EDGE LINE PAvtatatr o 0 0 0 0 0 0 0 0 0 0 0 0 ro and ca shown On the plane. approved by TxDOT Speotfioction Item 6TT far Eliminating Existing �' tog RAISED PAVEMENT MARKERS - PATTERN A Q Q :.I ill5.;When short term makings are required on the plans, short tam Pavement Markings and Morkere". $ REFLEGTORIZED PAVEMENT MARKINGS - PATTERN A SOLID Arm -*I h- . markings shall conform with the TMUTCD, the Plans and details as 9. The removal of pavement makings may regains resurfacing ar sealR OR SINGLE 6fl" ± 3" �ta storm on the Stmda t! Plan Sheet WZ(SITM). 000tino portions of the roadway. STAPLES OR NAILS SHALL NOT BE USED TO SECURE l' LINES NO -PASSING LINE R ROLMMt D 6.:Mm standard pavement makings are not In place and the roodway S. Subject to the approval of the Engineer, any method that proves to be ? ,0 Type I I -A -A Type Y. buttons to opened to traffto, DO NOT PASS sigma shots be erected to mark successful an a particular type pavement may be used. TEMPORARY FLEXIBLE -REFLECTIVE ROADWAY MARKER 9- Andmatuws 4" Witte or Yet low the tx+gtrnhing of the creations +fiats pawing [s prohibited and 6. Blast cleaning may be used but rt i t not be required unless apeotflaat- - -" a o 0 0 0 0 0 0 0 o aio o a o 0 o a o 0 0 0 0 0 0 0 TABS TO THE PAVEMENT SURFACE N5; PASS itITN CARE sigma at the beQtnninQ of 1leotion (there passing ly SttoNtf to the plane. . _ s. Mir: irrirwr: ilk a o a 0 0 0 0 o 12 - a ° 0 0 0 0 11 0 0 0 0 0 0 0 o Type I-C 60" + 3" Type W buttons fa permuted. 7, Over-poirttttQ of the makings SHALL NOT BE permitted.1.m� ,(� I Yellow s� 1 {+- 'd 7. All work zone pavement makings shall be installed to a000rdonoe B. Removal of raised pavement makers shall be as directed by the ! ►g Lr/ 4 to 8" Type Y buttons S t0 8" `Type II -A -A WIDE sAsstm .LdcI di O o 0 0 0 010 0 0 0 i r- "with Item 662 'Work Zone Pavement Makings." Engineer. 4 PAY61ENr 1 -2" 'O o 0 o D o 0 o O O o O. C1 O r REFLECTORIZED PAVEMENT MARKINGS - PATTERN B RAISED PAVEMENT MARKERS - PATTERN B Lj NE wutssas 9. Removal of existing pavement makings and markers will be paid for 1. Temporary flexible -reflective roodway maker tabs used as gutdmarks r is g" r a RAISED PAVEMENT MARKERS directly In a000rdmoe with Item 6T7, NELIMINATING EXISTING PAVEMENT ahaii not the requirements of WA-8242. A Pattern A to the TXDOT Standard, however Pattern B may be used 1f proved by the Engineer. +ras svT aurtx tauruhn::tun �)se MARKINGS Aug MARKERS,' anises otherwise stated in the plane. 2. Tabs detailed on this sheet are to be iaapeated and accepted by the $ approved PAvanEsr i. Rataed pavement markers era to be placed ttooardtnQ to the patterns tO.Biaok-out making tape may be used to Dover oonfitottrg existing Engineer a• designated representative. So pl Ig and testing fe rat Prefabricated markings may be slfistitufied for refleotorizad pavement makings. om auxxo nano LINK uses To x _._ -- ------_ ...... ,_......... . ........ . 3 q- on BCii2). markings for periods lean than two ++sake when approved by the Engineer. normally required, hoiievw at the option of the Engineer, either'"A' n- o)scousws uhrs ouano)soa Witte is 2. All raised pavement makers used for work zone markings shoaI meet or "B" below may be imposed to assure quality before placement on. the r the requirements of Item 672, "RAISED PAVEMENT MARKERS' and Depart- roadway, 0 EDGE &LANE LINES FOR DIVIDED HIGHWAY Type I-C -- 40' 3 1' ""-0 40" 3 3" mental Material Specification DMS-4200 or OMS-4300. A. Select five (6) or more tabs at random from each tot or ship- I '- RAasec o O O O t] - o 0 o O 0 0 Q o 4 ment and submit to the Construct Ion. Divis Ion, Materials and a . % - PAvawExr {'-- ': �a PREFABRICATED PAVEMENT IMINGS Paverent Section to determine specification compliance. F O O O O O n O 0 0 a O Q O n O 0 0 a 0 O O O O O O n O D O a O O O O O O O a 0 0 0 a WIRK e � to. - �._ 80•�� Type I-C or II -A -A %r + 8, select five (5) hobs and perform the foliorrirg test Afitx five a Type .W buttons Type 2-C or II-C-R � BROKEN 1 { 1. Removable prefabricated pavement makings shall meat the requirements (5) tabs at 24 inch intervals an at aspholtio pavement in a White Type W or Y buttons t ►- i lea "'�'r Yet low '�iie tam a 0000 0 0000 0 0000 a 0000 0 0000 a of DA15-9241. straight Ilne. Using a medium size passenger vehicle or pickup, o Type I -A V ' . l 0 /r, Type Y buttons LINE �: -- 40 ± , ---.� . 2. Nan-romw0le prefabricated pavement markings tfotl book) shall onset run over the markers with the front and rear three at a speed \ V ' . X o ... �, a fQ the requirements of OMS-0240. of 35 to 40 milee per tour, four (4) times In each direction. No fi eo ono 0 0 0 0 0 o n° o o a o 0 0 0 0 0 o a o 0 0 0 0 o n a a o 0 0 0 o n o 0 o a +►ne aatmm Lrm vaiptrt �+, $ more than one (1) out of the five (5) reflective surfaces shall $ OR what URLI naem)No9 he- to,-+f.---- 30' Win(te or Yei low „ MAINTAINING WORK ZONE PAVEMENT MARKINGS be lost or displaced as a result of this test. O aka o o a a O o o a o 0 o a a o o a a o o a o 0 o n o° o a o o° a o 0 o a o 0 0 0 �_$ 3. Small deetgn.vtrtanoes may be noted between tab manufacturers. '7/ f $ _... _.. _ _ ... .. Type I-C or II -A -A g 5 1. The Contractor -w.iII be responsible for maintaining rank zone pavement 4. See Standard Sheet WZ(STPM) for tab placement on new pavements. See F. J'' Type Y buttons teem tnorlcinps:within the ,work Italia. p yp�� Ye) low Type I -A talon required) Standard Sheet TCP (7-0 for tab placement ,on seat coat work. m a White Ateert• � � .fti► a 0000 a 0000 a 0000 a•• 0000 a 0000 a 2. •Work zone pavement makings alai i be Inspected in accordance with , t�, Typo W buttons G'y Type i-C Or I I-C-R the frequency and, reporting requiremohta of work zone traffic control 0 0 0 0 0 0 0 0 o a o 0 0 0 o a o 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a REMOVABLE MARKINGS 5' + 6" device Inspections as required by Form 589. REFLECTORIZED PAVEMENT MARKINGS RAISED PAVEMENT MARKERS R WITH RAISED �Ra s�� 3. The markings should provide a visible reference for a minimum G s Type I-C � to'-..{�t-- 30. ---►� dlatatoe of 300 feat during nanmal daylight flours and 160 feet when Raised Pavement Markers Prefabricated makings may be substituted for refieotortzed pavement markings. PAVEMENT MARKERS c . t (laminated by txttaaobt to tow -bean heads iglnts at night, unless eight u8ed a8 GU1delnark8 9* If raised pavement makers are used Raised Pavement Markers distance Is restricted by roadway gaomtetrioa. at . 4. Makings failing to meet this criteria within the first 30 days after to supplement REMOVABLE makings, I j the makers shall be applied to the placement shall be replaced at the expense of the Contractor ae per < LANE &CENTER LINES FOR MULTILANE UNDIVIDED HIGHWAYS tape at the approxtmat ' 1 Specification Item $62. 1. Raised pavement makers used as guidemarks shot be from the approved product Ifs(, land meat the retpafremalt#s of CZ-420D. eng n of tape used for f Token or i { mid i 2. At 1 temporary construction raised pavement markers provided on a pro-01`Type W buttons ype I-C !�f Ines ° i &2O �°°tlt �p°0 nQ easier �• 20; * i , lect sho II be of the some manufacturer'. , .v.... _.: 1 Ines. The Iowa an east >_, • %ruler ittsiwel tiWrri a 00°o a 0000 a 0000 0 0000 0 0000 o removal of raised pavement makers .: 3. Adhesive to gutdtmaks ahaii be bituminous material hot applied or Wh tie :+► Type I I -A -A Typa Y buttons ( and tape. . Center) the only - not to be used on edge time ; butyl rubber' pad for at l surfaces, or thernaplastio for concrete . surfaces. 1.00000000.00000a000taoaoaodr000a'tin000a0000000a .°oo0on00000000000n°ooao°000a000000000ao°on �: . Ouldanorke shot) be designated ash ... II - YELLOW - (two amber rofleatfve surfaces with yellow body). i . :� lininowl tnrr66r Ye OW r�s: a Coco n 0000 a. ono° o 0000 0 0000 a . WHITE - tone sliver reflective surface with white body). .sue Whf tee ,.sue \ \ Raised pavement markers used as standard ti �: ' `1/ `r/ Type W buttons Type I-C pavement makings shal i be from the approved REFLECTORIZED PAVEMENT MARKINGS RAISED PAVEMENT MARKERS products list and meet the requirements of . Item 672 "RAISED PAVEMENT MARKERS." , Prefabricated makings moor be substituted for roffactorized pavement markings. i t k: , . . 7,11 . I Texas ttJepartmeltt of Transportation TWO-WAY LEFT TURN LANE Texas oepartnient of Transportatlon Tiwffto Opa ew ON1tNo) . rrdllria (>peratloms Dblare n . :s . et a, r�ttws e10■00 a�0 a 0000 a 0000 a 0000 D 0000 D 0000 a t BARRICADE ANO CONSTRUCTION '-Whitey' < `� ``•Type I-C <� BARRICADE AND CONSTRUCT ION `:. 3ype W buttons PAVEMENT MARKINGS rt...�..... aaaaaaa 00000noa000a00000 aaaaaaaaaaaaaaaa PAVEMENT MARKING PATTERNS . F � """-wwwwrL trwr�. � teta�ss a 000 a 0000 O 0000 n 0000 a 0000 D & e w T Y buttons Type II A A STANDARD ST se� -. �` Y to `�� o coo a 0000 o coca n 0000 a 0000 0 (` 1 - cacao oa000aaaoa0o0000a 000a000aoo coon 12 f 1 . 11 of 12 BC t 11) -.07 � 0 2.. BC t 12) -07 ., . . . f�! - 10rU0e !�� a OOOo� D 0000 D 0000 a 0000 O 0000 O C TxtrOT February lees ant rxaor act rxoor cxt rxsor txt rxoor Wh l tee' ype QC TxDDT February i998 cxt rxaor et+ rxrwr cut rxaor oKt rxnor t Type W button T I-C '' 2-88 xEvdsta+s a r scr etc xdaxxa `t( ' i-9T eEvtstoxs set r sEcr we xrox„"t a 1-02 . REFLECTORIZED PAVEMENT MARKINGS RAISED PAVEMENT MARKERS 2"� WIJ 11-02. nt9T L1,MT1 Sxiir tMr. set" 19-07 "SSr auto par;;. �� Prefabricated makings soy be substituted for reflataibrized pavement markings. 9-07 i _ -- , . --- .,... . TxDOT DETAILS- .. .. . . . B 0 .. . . ARRICADE AND NSTRUCTI4 ,X .- - T i orp " *0I �...:................:...il EDWARD T. ADDlCKS o ....................4 O 4 61222 ' . ; 010 4 t 17 ll . W 1. -4 �en . M JI~CO V)ZrN WI Y J LLJ � Z � 13aF -. �-J� 0 V) O N OE JOB. # 816.005 PA LEGEND (LANDSCAPE) SYMBOL SIZE BOTANICAL NAME COMMON NAME REMARKS QTY. POINT VALUE POINTS CYNODON DACTYLON BERMUDA GRASS SOD Xx 0 0 TRACHELOSPERMUM ASIAN JASMINE FULL COVERAGE XX 0 0 ASIATICUM 1 GAL. TR ADESCANTIA SPIDERWORT 12" TRIANGULAR SPACING 220 0 0 CONTAINER SPECIES BLUE FLOWER V�v 1 GAL. CONTAINER HEMEROCALLIS "JOAN DAYLILY 24" TRIANGULAR SPACING 88 0 0 SENIOR" 5 GAL. LEUCOPHYLLUM TEXAS 3" TRIANGULAR CONTAINER FRUTESCENS SAGE SPACING 40 10 400 5 GAL. CONTAINER RHAPIOLEPSIS INDICA INDIAN HAWTHORN WHITE FLOWER VARIETY 33 10 330 SOPHORA TEXAS MOUNTAIN 8 f-Vt 2" CAL. SECUNDIFLORA LAUREL SPACING 9 40 360 2" CAL. LAGERSTROEMIA INDICA CRAPEMYRTLE DYNAMITE VARIETY 6 40 240 3" CAL. QUERCUS SHUMARDII RED OAK 3 150 450 LEGEND (STREETSCAPE) SYMBOL SIZE BOTANICAL NAME COMMON NAME TYPE CITY. POINT VALUE POINTS SOPHORA TEXAS MOUNTAIN 2" CAL. SECUNDIFLORA LAUREL NON -CANOPY 10 40 400 3" CAL. QUERCUSSHUMARDII RED OAK CANOPY 10 150 1500 LEGEND (BUFFER) SYMBOL SIZE BOTANICAL NAME COMMON NAME TYPE QTY. POINT VALUE POINTS 2" CAL. LAGERSTROEMIA INDICA CRAPEMYRTLE WHITE FLOWER 25 3" CAL. QUERCUS SHUMARDII RED OAK CANOPY 14 SUMMARY PARKING SPACES REQUIRED 14 BEDROOMS + 20 (600 SFT MEETING ROOM 30) = 34 PARKING PARKING SPACES PROVIDED 36 (INCL. 2 H.C.) STREETSCAPE MAJOR ARTERIAL (UNIVERSITY DRIVE)334' OF STREET FRONTAGE - DRIVES = 280'/50' 300 = 1680 PTS 334' OF STREET FRONTAGE - DRIVES = 280'/25' = 12 TREES ..OTHER ROADWAY (TARROW STREET'1232' OF STREET FRONTAGE - DRIVES = 80'/50' 300 = 480 PTS 232' OF STREET FRONTAGE - DRIVES = 80'/32' = 3 TREES POINTS PER PROJECT AREA 77,210 SF OF SITE 77,210' / 1000' = 77.21 77.21 * 30 = 2,317 PTS LANDSCAPE POINTS REQUIRED 1,680 PTS + 480 PTS + 2,317 PTS = 4,477 PTS 2 = 8954 PTS ADDITIONAL POINT CREDITS 10% CREDIT FOR LANDSCAPE 8,954 * 10% = 895.4 ARCHITECT RAY HOLLIDAY, ASLA (# 2257) 10% CREDIT FOR EVERY 1% OF SPECIAL FACILITIES 3443 SF / 77210 SF = 4.4% 8,954 * 40% = 3581.6 LINE DENOTES AREA) 10% CREDIT FOR WATER CONSERVING IRRIGATION SYSTEM 8,954 * 10% = 895.4 TOTAL LANDSCAPE POINTS REQUIRED 8,954 - 3581 - 895 - 895 = 3,583 PTS LANDSCAPE POINTS PROVIDED 3,680 PTS NOTE: PROVIDE 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, AS WELL a. AS, THE PARKING LOT SETBACK, RIGHT OF WAY, AND ADJACENT PROPERTY DISTURBED DURING "ICONSTRUCTION 3230.52 5290'1 00 3340.17 3210=.223 3290.50 3 3.01 12001 I IL 1E I 90.0�9 1 ILI I L=- DffAL qnnn) 2 1/29 = 11-0/1 r-REF. PLAN FOR SHRUB TYPE qnnng 6 MTAL it %l/2R- UT-10", 5 BE W PLANM SECTION CQQQ2- 1/211=11-011 LAWSCAM PLAN Spool 1 it/ ® 201-0/1 n 1/2ff - T-Off 0 SDO02 N N II LI II II KEYNOTES MVISIM M - E&RM*V= 3120.01 GRADE DM310N 32 - EXTERIOR IMPROVEMENTS 3210.14 CONCRETE PAVING (RE: CIVIL) 3210.23 PRE -CAST. CONCRETE PAVING UNIT 3210.49 BRICK PAVERS 3230.52 UNIT MASONRY RETAINING WALL 3290.05 RUBBER TIE 3290.06 TREE GUY 3290.07 COLORED FLAG 3290.09 PREPARED SOIL MIX 3290.10 HYDROMULCH INSIDE BARRICADE FENCE AND AT ALL DISTURBED EARTH 3290.100 PVC DRAIN 3290.20 CRAPEMYRTLE 3290.25 CRUSHED STONE 3290.29 STEEL STAKE 3290.36 RED OAK 3290.37 ROOT BALL 3290.43 INDIAN HAWTHORN 3290.50 BARK MULCH 3290.51 TEXAS SAGE 3290.53 TEXAS MOUNTAIN LAUREL 3290.55 DAYLILY 3290.70 3" PERFORATED PVC PIPE WITH CAP 3290.71 SODDING 3290.98 SPIDERWORT 3290.99 ASIAN JASMINE DI'WSION 33 - UTILITIES ARE: CIVIL & MEP) 3340.11 4" PVC PIPE (PERFORATED) 3340.17 GEOTEXTILE EROSION CONTROL 3340.24 GEOTEXTILE TURN UP AT SIDES O r1i REVIEEVVED FOR CORARJANCE MAY 2 6 2011 0 CEOs 0 i kA lull D ,r-- V EILIC) P ik eq E �.\i T ERVICES P If HLEU: W-li- C3 L§30, Ng�n 0z gl 'all Mt, R, 3 . . . . . . . . . . . . . . V_ V_ v U V_ ui -i 0 n. d Z Oz ui ui id U uui 0 ce 0 0 u (L IRRIGATION LEGEND SYMBOL DESCRIPTION MANUFACTURER MODEL NO. LAWN SPRAY HEAD TORO 570's W/ 17F, 17H, OR 17Q UNLESS NOTED OTHERWISE HIGH -POP SPRAY RAINBIRD 1812 W/ 15F, 15H, OR 15Q UNLESS NOTED OTHERWISE HEAD 0 SHRUB SPRAY RAINBIRD PA-8S W/ 15F, 15H, OR 15Q UNLESS NOTED OTHERWISE HEAD ® ROTARY PART -CIRCLE RAINBIRD 3500 SERIES STRIPPART SPRAY RAINBIRD 15EST SERIES T STRIP SPRAY FULL RAINBIRD 15CST SERIES BUBBLER TORO 514-20 DRIP TUBING RAINBIRD XERI-TUBE 700 W/XERI-BUBBLER AND XERI-BUG • QUICKCOUPLING RAINBIRD 3RC VALVE O BALL VALVE RAINBIRD 2 1 /2" - BV250SS GATE VALVE MATCO 4" IOI REMOTE CONTROL VA RAINBIRD PEB SERIES, REFER TO PLAN FOR SIZE ICI REMOTE CONTROL VALV® RAINBIRD XCZ-100 COM WITH FILTER & PRESURE REGULATOR CONTROLLER RAINBIRD ESP-16LX PLUS MAINLINE PIPING REFER TO SPEC. CLASS 200 PVC LATERAL PIPING REFER TO SPEC. 3/4" & LARGER - CLASS 200 PVC 1/2" - CLASS 315 PVC ® PRESURE RAINBIRD PRS-DIAL 150 PEB REGULATOR BACKFLOW PREVENTER FEBCO 850 MASTER SERIES FM ENCLOSER HOTBOX EZ3 - HUNTER GREEN a 2" WATER METER CITY APPROVED PER LOCAL BUILDING CODE ® RAIN SENSOR HUNTER MINI-CLIK-HV W/BYPASS SWITCH BOX 6" PVC PIPE REFER TO SPEC. 0 DAYLIGHT PIPE REFER TO SPEC. I STATION NUMBER 2" V VALVE SIZE GPM (APPROX.) ' 10UNTING BRACKET EMA 3R ENCLOSURE /2" PVC CONDUIT TO ONTROLLER /2" PVC CONDUIT APILLARY ,TRUCTURE �ULB WELL -SECURE TO TRUCTURE EXTERIOR 'ALL EAL OPENING AROUND ONDUIT W/ SILICONE /2" PVC CONDUIT SEAL ND W/ SILICONE F-14 WIRE- CONNECT TO CONTROLLER 2 TEMPStATM SENSOR ... R co I J" X 3" BRASS STOVE BOLT IN CONCRETE CAD ,L3,,,1` EACH END OF THE SLEEVE 1— III a ° n•' a e 4 .. e• :n A PVC SLEEVE (SIZE VARIES) ^""'� VALVE BOX FINISH GRADE RAM UXAM A=120' B=135' C = 225' D=240' E = 270• F = 360' H=180' Q = 90' UNIVERSITY DRIVE laucATM PLM SP001 , ► a 1 1„ = 201-011 PLAN TRUE NORTH NORTH MAINLINE, LATERAL, & WIRING i. REF. SPEC i. E LATERAL �LVE WIRING MAINLINE ­­ BOX EXTENSIONS TAPE & BUNDLE WIRING AT 10 AS REQ'D INTERVALS. i /4-INCH TUBING SINGLE -OUTLET EMITTER DB /4 INCH BARB TRANSFER TEE 1/4-INCH TUBING STAKE /2-INCH POLYETHYLENE TUBING 9 TWA X DffAL SD003 GATE VALVE DffAL SD003 TRENCHM DffALD003 EMITTER MAL SD003 N.T.S. 8N.T.S. 7N.T.S. 6N.T.S. 5 N.T.S. NOTES: 1. REFER TO MANUFACTURER'S MANUAL INSIDE WALL FOR MOUNTING INSTRUCTIONS C2. INSTALL WIRING (PER LOCAL CODE) 0 3. INSTALL CONDUIT W/ SWEEP FITTINGS AND PULL WIRE VALVE BOX (PER LOCAL CODE) HOTBOX DARK GREEN EZ3 W/INSULATION DOUBLE-CHECK ASSY. Q ` SENSOR RECEIVER: CLASS 200 PVC, RAIN BIRD WIRELESS RAIN SENSOR 45* LL TO REQ. E DEPTH HYBRID CONTROLLER: FINISH GRADE RAIN BIRD ESP INDOOR WALL MOUNT <�- ._ • ,- . T _ _ Tn_ _ 1.5-INCH PVC SCH 40 CONDUIT =11I ! �i - �_ �- _lii=iii T-,,, _ice --,I' -- L-1 I � I I— —� AND FITTINGS_LX PLUS SERIES CONCRETE PAD SEE 5/C1.1 117 VAC, 60 HZ EXTERNAL 6'-4" X 2'-8" X 4" I PLUG-IN TRANSFORMER WIRES TO REMOTE CONTROL TYPE "K" COPPER FROM VALVES WATER METER, 45' ELL TO REQ. DEPTH 30-INCH LINEAR LENGTH OF WIRE, COILED PVC SCH 80 NIPPLE (LENGTH AS REQUIRED, 1 OF 2) PVC SCH 40 ELL --� PVC SCH 80 NIPPLE Is (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL —\ PVC SCH 40 TEE OR ELL a PVC MAINLINE —� CONTROL ZONE KIT: RAIN BIRD XCZ-100 (INCLUDES 100-DV VALVE, RBY100MPTX IN -LINE FILTER, PSI-M40X-100 PRESSURE REGULATOR) ID TAG: RAIN BIRD VID SERIES REMOTE CONTROL VALVE: RAIN BIRD PESB-PRS-D TH NP-HAN FINISH GRADE/TOP OF MULCH YIN VALVE BOX WITH COVER: RAIN BIRD VB-STD PVC SCH 80 CLOSE NIPPLE LATERAL PIPE %0 %0%0 0 0o ° 000 PVC SCH 40 MALE ADAPTER PVC SCH 80 UNION FOR SERVICING ASSEMBLY BRICK (1 OF 4) 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL W GREEN LID SET 1 /4" A OVE FINISH GRADE QUICK COUPLING VALVE FINISH GRADE TWO 2 STAINLESS STEEL -WOR EAR CLAMPS AS VALVE BOX EXTENSIONS -3/4" LASCO UNITIZED 0-RING SWING JOINT ASSEMBLY PVC MAINLINE 1" DIA. X 36" GALVANIZED STEEL PIPE SUPPORT 30-INCH LINEAR LENGTH OF WIRE, COILED -\ SPLICE-1 (1 OF 2) PVC SCH 40 MALE ADAPTER ID TAG: RAIN BIRD VID SERIES REMOTE CONTROL VALVE: RAIN BIRD PESB-PRS-D WITH NP-HAN FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: RAIN BIRD VB-STD PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) ;PVC MAINLINE PIPE PVC LATERAL PIPE-' SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND 3.0-INCH MINIMUM DEPTH OF SCH 40 ELL 3/4-INCH WASHED GRAVEL PVC SCH 40 TEE OR ELL 4 VALVE SD003 RM SENSOR SD003 N.T.S. 3 N.T.S. /-ROTAR POP-UP SPRINKLER, SET 1 /4 ABOVE FINISH GRADE FINISH GRADE TAMP SOIL FIRMLY AROUND BODY PRE -FABRICATED SWING JOINT: RAIN BIRD TSJ-075-PRS WITH 45 PSI PRESSURE REGULATOR PVC LATERAL PIPE (SIZE NOTED ON PLAN) TERAL PIPE -PVC SCH 40 TEE OR ELL 5N.T.S. GATE VALVE �A SD003 ACMOW MMVWOR SD003 GATE VALVE �� MOMROTOR SM114'N.T.S. 13N.T.S. 12N.T.S. ROTAR POP-UP SPRINKLER, SET 1 /4" ABOVE FINISH GRADE FINISH GRADE TAMP SOIL FIRMLY AROUND BODY PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) VC SCH 40 ELL VC SCH 40 STREET ELL VC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL TERAL PIPE 'VC SCH 40 TEE OR ELL ROOF LINE -� MOUNTING BRACKET: INSTALLED WITH CURVED END POINTED UP SENSOR TRANSMITTER: RAIN BIRD WIRELESS RAIN SENSOR -LAWN POP-UP SPRINKLER, SET 1 /4" ABOVE FINISH GRADE FINISH GRADE TAMP SOIL FIRMLY AROUND BODY PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE PVC SCH 40 STREET ELL TERAL PIPE -PVC SCH 40 TEE OR ELL ROTOR 3500 SERIES KAQD003io SPRAY 1�__ I-EADSD00311 N.T.S. N.T.S. NOTES 1. ALL 24 VOL LEAD AND COMMON VALVE WIRING SHALL BE A MINIMUM OF OF-14 GA. SINGLE CONDUCTOR. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR PROPER WIRE SIZE. WIRE SPLICES SHALL BE PERMANENT AND WATERPROOF. 2. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH LANDSCAPE CONTRACTOR TO ENSURE ALL PLANT MATERIAL WILL BE WATERED IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. 3. LATERAL PIPING SHALL HAVE A MINIMUM OF 12 INCHES OF COVER. MAINLINE AND PIPING UNDER PAVING SHALL HAVE A MINIMUM OF 18 INCHES COVER. 4. PIPING AND VALVES IN PAVING SHOWN FOR CLARITY, INSTALL IN ADJACENT PLANTING BED OR LAWN AREA. 5. CONNECT ROTARY HEADS TO LATERAL PIPE WITH LASCO UNITIZED, 0-RING SWING JOINTS PER DETAIL SHOWN. 6. INSTALL QUICK COUPLING VALVES ON 10" VALVE BOX PER DETAIL SHOWN. CONNECT QUICK COUPLING VALVES TO MAINLINE PIPE WITH LASCO UNITIZED, 0-RING SWING JOINTS PER DETAIL SHOWN. SUPPLY OWNER WITH THREE (3) COUPLER KEYS WITH SWIVEL HOSE ELLS EACH. 7. INSTALL REMOTE CONTROL VALVES IN 10" VALVE BOXES PER DETAIL SHOWN. 8. PERFORM ELECTRICAL WORK IN ACCORDANCE WITH LOCAL BUILDING CODE. POWER (120V) SHALL BE LOCATED IN A JUNCTION BOX WITHIN 5 FEET OF CONTROLLER LOCATION BY OTHER TRADES. 9. SLEEVES SHALL BE CLASS 200 PVC, SIZED AS NOTED ON PLANS, LAG BOLTS PLACED IN SIDEWALK AT ENDS OF SLEEVES AND INSTALLED BY OTHER TRADES. 10. ROUTE COMMON WIRE FROM CONTROLLER TO REMOTE SENSORS IN SERIES PRIOR TO CONNECTIONS TO REMOTE CONTROL VALVES. 11. INSTALL DRIP IRRIGATION WITH 2 EMITTERS FOR EACH SHRUB, 4 EMITTERS FOR EACH TREE. 12. TEN DAYS PRIOR TO START OF CONSTRUCTION, VERIFY STATIC PRESSURE. IF STATIC PRESSURE IS LESS THAN 110 PSI, DO NOT START WORK UNTIL NOTIFIED TO PROCEED BY OWNER. DESIGN PRESSURE IS 55.0 PSI. 13. ALL WORK INCLUDED IN THE INSTALLATION OF THE IRRIGATION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. V N Li V C7 w c a o Q m N UJI F- >- cm Z 3: ¢ coZ 0 w V w_ p 0 V a