G-051 CD/BID SUBMISSION 03/02/2016 PARKDALE HIGH
Transcription
G-051 CD/BID SUBMISSION 03/02/2016 PARKDALE HIGH
2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design CD/BID SUBMISSION 03/02/2016 PARKDALE HIGH SCHOOL P 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 6001 GOOD LUCK ROAD RIVERDALE, MD N N PRINCE GEORGE'S COUNTY PUBLIC SCHOOLS DEPARTMENT OF CAPITAL PROGRAMS M P M SUPERINTENDENT OF SCHOOLS Dr. KEVIN M. MAXWELL, PGCPS, CEO I certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of Maryland. License #7545 MILITARY SCIENCE SCOPE: A. This project consists of the demolition and renovation of approximately 2,300 SF of building area as shown on the contract documents. The project is Parkdale High School in Prince George County Maryland and is located at 6001 Good Luck Road, Riverdale, MD 20737. B. Parkdale High School renovation includes modifications to a number of rooms to accommodate one Academy: 1. Military Science C. An Educational Specification was developed for each Academy, and together with Prince George’s County Public Schools administration and local Principals, rooms were identified in a 2013 Master Plan as being suitable to teach the educational program for each Academy. The Schematic Design included in this report illustrates the work proposed to each of the rooms to be modified as well as a small addition. The work originally identified was budgeted based on: 1. Maintenance work 2. Minimal Renovation 3. Major Renovation 4. New Construction D. The work in most of the rooms used for Global Studies involves only “Minimal Renovation” including adding new smartboards with power and data, new tackboards and whiteboards, new casework, paint walls, and a new door between classrooms. 1. Room 5 2. Room 7 APPLICABLE CODES: 2012 INTERNATIONAL BUILDING CODE SPRINKLERED: Y TOTAL RENOVATED AREA: 2,008 S.F. D G-051 G-052 G-054 TITLE SHEET GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS KEY PLAN D-151 D-251 D-451 DEMOLITION FLOOR PLAN - 1ST FLOOR DEMOLITION RCP - 1ST FLOOR DEMOLITION INTERIOR ELEVATIONS - 1ST FLOOR A-151 A-251 A-451 A-650 NEW WORK FLOOR PLAN - 1ST FLOOR NEW WORK RCP - 1ST FLOOR NEW WORK INTERIOR ELEVATIONS - 1ST FLOOR MISCELLANEOUS DETAILS M-051 MD-151 M-151 M-651 MECHANICAL LEGENDS, ABBREVIATIONS AND NOTES MECHANICAL DUCTWORK DEMOLITION PLAN - 1ST FLOOR MECHANICAL DUCTWORK PLAN - 1ST FLOOR MECHANICAL SCHEDULE P051 PD150 PLUMBING LEGENDS, ABBREVIATIONS AND NOTES PLUMBING DEMOLITION 1ST FLOOR E-051 E-052 E-054 ED-251 E-151 E-251 E-651 E-751 ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES ELECTRICAL SPECIFICATIONS KEY PLAN & PARTIAL POWER RISER DIAGRAM ELECTRICAL LIGHTING DEMOLITION PLAN - 1ST FLOOR ELECTRICAL POWER PLAN - 1ST FLOOR ELECTRICAL LIGHTING PLAN - 1ST FLOOR ELECTRICAL SCHEDULES ELECTRICAL DETAILS C G F EXISTING BUILDING D 2ND FLOOR KEY PLAN No. Description CD/BID SUBMISSION PROJECT TEAM B H NORTH PARKDALE HIGH SCHOOL 6001 GOOD LUCK ROAD RIVERDALE, MD ARCHITECT The Lukmire Partnership 2700 South Quincy Street Suite 300 Arlington, VA 22206 (T) 703-998-0101 J E 1ST FLOOR NORTH Prince George's County Public Schools DRAWING LIST K Date C 3/02/2016 MECHANICAL, PLUMBING, AND ELECTRICAL ENGINEER Setty & Associates, Ltd. 3040 Williams Drive Suite 600 Fairfax, VA 22030 B TITLE SHEET Proj Arch: GREGORY S. LUKMIRE, AIA Drawn: AP/BH Scale: 6" = 1'-0" AP Dwg. No.: QC: Project No. A 13346.03 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 G-051 A 3/2/2016 10:55:59 PM E VICINITY MAP L Owner: PROJECT DESCRIPTION 6001 Good Luck Road, Riverdale, MD H Project Title: J SECONDARY SCHOOL REFORM MILITARY SCIENCE PRINCE GEORGE'S COUNTY BOARD OF EDUCATION Segun C. Eubanks, Ed. D BOE Chair Carolyn M. Boston BOE Vice-Chair, District 6 Zabrina Epps, M.P.M. District 1 Lupi Quinteros-Grady District 2 Dinora A. Hernandez, Esq. District 3 Patricia Eubanks District 4 Verjeana M. Jacobs, Esq. District 5 K. Alexander Wallace District 7 Edward Burroughs III District 8 Sonya Williams District 9 Curtis Valentine, M.P.P. Board Member Mary Kingston Roche Board Member Beverly Anderson, Ph.D. Board Member Ava Perry Board Member K F The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. PARKDALE HIGH SCHOOL L G Expiration Date March 16, 2016 5 6 7 8 9 10 11 12 13 M L K J 17 Architecture Planning Interior Design GENERAL NOTES CORR. CT. CTR CTSK D.O. DBL DET. DIA DIM DN DRN DS. DSP DT DWG E E.M.R. EC EF EJ EL ELEC EMER ENC EOS EP EQ EQUIP. ERD EWC EX EXH EXP EXT EXT. F.A. FACT FB FC FD FE FEC CORRIDOR CERAMIC TILE CENTER COUNTERSUNK DOOR OPENING DOUBLE DETAIL DIAMETER DIMENSION DOWN DRAIN DOWNSPOUT DRY STAND PIPE DRAIN TILE DRAWING EAST ELEVATOR MACHINE ROOM EMPTY CONDUIT EXHAUST FAN EXPANSION JOINT ELEVATION ELECTRICAL EMERGENCY ENCLOSURE EDGE OF SLAB ELECTRICAL PANELBOARD EQUAL EQUIPMENT EMERGENCY ROOF DRAIN ELECTRIC WATER COOLER EXISTING EXHAUST EXPANSION OR EXPOSED EXTERIOR EXISTING FIRE ALARM FACTORY FLAT BAR FLEXIBLE CONNECTION FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FHS FIN FLEX FLG FLR FLUOR FND FR FS FSS FT FTG FUT GA GALV GB GC GI GL GND GR GWB HB HC HDPE HDW HM HOR (IZ) HP HPDL HR HT HTG HTR HW HWH ID INCL. INS INT INV FIRE HOSE CONNECTION FINISH(ED) FLEXIBLE FLASHING FLOOR(ING) FLUORESCENT FOUNDATION FRAME(D) (ING) FULL SIZE FUSED SAFETY SWITCH FOOT OR FEET FOOTING FUTURE GUAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GALVANIZED IRON GLASS OR GLAZING GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE HIGH DENSITY POLYETHLENE HARDWARE HOLLOW METAL HORIZONTAL HORSE POWER OR HIGH POINT HIGH PRESSSURE DECORATIVE LAMINATE HOUR HEIGHT HEATING HEATER HOT WATER HOT WATER HEATER INSIDE DIAMETER INCLUDE (D) (ING) INSULATE (D) (ING) INTERIOR INVERT STAGING PLAN IPS JB JT/JNT KO L L LAV LBL LGSS (F) LH LHR LIB LL LP LT M.O. MAS MAX MB MBD MBR MCB MDF MECH MED MEMB MET MIN MISC MNT MOV N NFSS NIC NOM NTS OA OC OD OFD OFF IRON PIPE SIZE JUNCTION BOX JOINT KNOCK OUT ANGLE ANGLE LAVATORY LABEL LIGHT GUAGE STRUCTURAL STEEL (FRAMING) LEFT HAND LEFT HAND REVERSED LIBRARY LIVE LOAD LOW POINT LIGHT MASONRY OPENING MASONRY MAXIMUM MARKER BOARD MANUAL BALANCED DAMPER MEMBER MAIN CIRCUIT BREAKER MEDIUM DENSITY FIBERBOARD MECHANICAL MEDIUM MEMBRANE METAL MINIMUM MISCELLANEOUS MOUNT(ED) (ING) MOVABLE NORTH NON-FUSED SAFETY SWITCH NOT IN CONTRACT NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERFLOW DRAIN OFFICE OPG OPP P.T. PCC PERIM PTN PVC PWD QT RA RAD RB RBR REF REFR REINF REM REQ'D RES RET REV RFG RH RHR RL RM RO RS S S&V SAT SB SC SCHED SCWD SD SECT SH SHT SIM SM SPEC OPENING OPPOSITE PRESSURE TREATED PRECAST CONCRETE PERIMETER PARTITION POLYVINYL CHLORIDE PLYWOOD QUARRY TILE RETURN AIR RADIUS RUBBER BASE RUBBER REFERENCE REFRIDGERATOR REINFORCE (D) (ING) REMOVE (D) REQUIRED RESILIENT RETURN REVISE (D) (ION) (S) ROOFING RIGHT HAND RIGHT HAND REVERSED ROOF LEADER ROOM ROUGH OPENING RAPID START SOUTH STAINED & VARNISHED SUSPENDED ACOUSTICAL TILE SPLASHBLOCK SEALED CONCRETE SCHEDULE(D) SOLID CORE WOOD DOOR STORM DRAIN SECTION SHELF OR SHELVING SHEET SIMILAR SHEET METAL SPECIFICATION MATERIALS KEY SQ SS SSK STD STF STL STO STR SUSP SYM SYN SYS T&G TB TB TEL TF THK THR THRU TO TOC TOL TOM TOS TOW TPO TS TYP UC UCR UF UH UNF UR W/ W/0 WB WD WH WMPS SQUARE STAINLESS STEEL SERVICE SINK STANDARD STEEL TROWEL FINISH STEEL STORAGE STRUCTUR(E) (AL) SUSPENDED SYMMETRICAL SYNTHETIC SYSTEM TONGUE AND GROOVE TACKBOARD TACK BOARD TELEPHONE THERMALLY FUSED THICKNESS THRESHOLD THROUGH TOP OF TOP OF CURB TOLERANCE TOP OF MASONRY TOP OF STEEL TOP OF WALL THERMOPLASTIC POLYOLEFIN TACK STRIP TYPICAL UNDER COUNTER UNDER COUNTER REFRIGERATOR UNDER FLOOR UNIT HEATER UNFINISHED URINAL WITH WITHOUT WHITEBOARD WOOD WATER HEATER WALL MOUNTED PROJECTION SCREEN SYMBOLS KEY EARTH ROOM NAME 101 RIGID INSULATION H POROUS FILL ROOM TAG ROOM NUMBER POURED CONCRETE FINISHED WOOD G DOOR NUMBER TAG X HGT CEILING TYPE TAG CEILING HEIGHT GLASS TYPE TAG X PRECAST CONCRETE BATT INSULATION ALIGN FINISH FACE OF NEW CONSTRUCTION WITH FACE OF EXISTING WALL A CMU 0 ACOUSTIC TILE F CMU SOLID GROUT GRID LINE Name Elevation CERAMIC TILE SIM A101 GYPSUM BOARD LARGE SCALE 1 Ref Ref E 1 BRICK GLASS LARGE SCALE ELEVATION REFERENCE 1 Ref 1 A101 METAL LARGE SCALE 1 A101 M 4. ELEMENTS OF THE CONSTRUCTION MAY NOT BE SHOWN ON EVERY DRAWING. DRAWINGS MAY SHOW DETAILS OR CONDITIONS ONLY ONCE. CONTRACTOR IS TO ASSUME THAT THE DETAILS ARE TO BE FOLLOWED WHEREVER A SIMILAR CONDITION OCCURS THROUGHOUT THE PROJECT. 5. SOME DETAILS MAY ILLUSTRATE A TYPICAL CONDITION. WHERE MINIMUM OR MAXIMUM DIMENSIONS ARE USED, THE INTENDED RELATIONSHIP TO OTHER ELEMENTS MAY BE SHOWN ON RELATED DRAWINGS. IF NOT, CONTRACTOR IS TO PROVIDE AS DIRECTED BY THE ARCHITECT. 6. WHERE PRODUCTS REQUIRE POWER, PLUMBING, OR ANY SUPPORTING INFRASTRUCTURE, CONTRACTOR IS TO PROVIDE THE APPROPRIATE SUPPORT INFRASTRUCTURE, WHETHER OR NOT IT APPEARS ON ANY OTHER DRAWING. I certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of Maryland. License #7545 Expiration Date March 16, 2016 The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. 8. ALL DOORS REQUIRE HARDWARE, WHETHER SCHEDULED OR NOT. CONTRACTOR IS TO ASSUME A BASIC HARDWARE SET SIMILAR TO OTHER DOORS WITH THE SAME OPERATION, UNLESS OTHERWISE NOTED. 9. CONTRACTOR IS TO PROVIDE A COMPLETE PROJECT FOLLOWING REASONABLY ESTABLISHED CONSTRUCTION PRACTICES. WHERE SOMETHING IS DRAWN BUT NOT SPECIFIED, OR VICE VERSA, CONTRACTOR IS REQUIRED TO PROVIDE THE PRODUCT OR ITEM COMMENSURATE WITH THE QUALITY OF THE REMAINDER OF THE PROJECT. 10. THE CONTRACTOR SHALL CHECK AND COMPARE DRAWINGS FURNISHED TO HIM IMMEDIATELY UPON RECEIPT AND SHALL PROMPTLY NOTIFY THE ARCHITECT OR CONTRACTING OFFICE OF ANY DISCREPANCIES. THE CONTRACTOR SHALL VERIFY THE FIGURES BEFORE LAYING OUT THE WORK AND WILL BE RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY. 13. EXISTING WORK WHICH HAS BEEN CUT, DAMAGED, OR ALTERED IN ANY WAY DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED IN AN APPROVED MANNER TO MATCH EXISTING OR ADJOINING WORK. ALL SUCH WORK SHALL BE PERFORMED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE AS DIRECTED. 14. THE CONTRACTOR SHALL STORE MATERIAL IN THE AREA ASSIGNED TO HIM (OR AS INDICATED IN THE DRAWINGS), AND SHALL BE RESPONSIBLE FOR SAID MATERIAL. SIM PLYWOOD J H G F NORTH EXISTING BUILDING 20. PROTECT EXISTING WORK WHICH IS SCHEDULED TO REMAIN IN PLACE. REPLACE/REPAIR WORK DAMAGED TO ITS ORIGINAL CONDITION AT THE TIME OF AWARD OF THE CONTRACT. D K E 18. FIELD-VERIFY EXISTING DIMENSIONS AND CONDITIONS PRIOR TO FABRICATION OF ANY ITEMS. 19. EXISTING BUILDING WILL BE OCCUPIED DURING WORK. WORK UNDER THIS CONTRACT SHALL BE EXECUTED IN SUCH A MANNER AS TO INTERFERE AS LITTLE AS POSSIBLE WITH NORMAL FUNCTIONING OF EXISTING BUILDING. MAINTAIN ACCESS TO, AND LEGAL EGRESS FROM EXISTING BUILDING. DETAIL REFERENCE L 7. ALL OPENINGS IN EXISTING WALLS TYPICALLY REQUIRE STEEL, MASONRY, OR CONCRETE LINTELS, WHETHER THEY ARE SHOWN OR NOT. CONTRACTOR IS TO ASSUME A LINTEL AT EVERY OPENING. 17. ALIGN PROPOSED WORK WITH EXISTING WORK, EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED. Ref MORTAR/GROUT 3. WHERE CONFLICTS OF INFORMATION OCCUR, CONTRACTOR IS TO ASSUME THAT HE WILL PROVIDE THE MOST EXPENSIVE SOLUTION OR MATERIAL SHOWN. ITEMS ASSOCIATED OR CONNECTED WITH THIS CONDITION OR MATERIAL ARE TO BE PROVIDED AT NO ADDITIONAL COST. 16. WHERE PROPOSED WORK OCCURS IN AN EXISTING SPACE, ENTIRE SURFACE ON WHICH SUCH WORK OCCURS SHALL BE REFINISHED. SECTION REFERENCE P N 2. THE GOAL OF THE PROJECT IS FOR THE CONTRACTOR TO PROVIDE A COMPLETE NEW CONSTRUCTION PROJECT. ITEMS SHOWN ON ANY DRAWINGS BY ANY DISCIPLINE ARE TO BE PROVIDED, EVEN IF THEY DO NOT APPEAR ON EVERY DISCIPLINES' DRAWINGS. 15. PROVIDE OPENINGS OF SUITABLE SIZE IN WALL, CEILING, AND FLOORS FOR INSTALLATION OF STRUCTURAL, MECHANICAL, AND ELECTRICAL ITEMS. UPON COMPLETION OF SUCH WORK CLOSE THESE OPENINGS AND FINISH-AFFECTED SURFACES TO MATCH ADJACENT SURFACES. LEVEL DATUM 1 1. DRAWINGS SHOW THE INTENT OF THE PROJECT AND IN MOST CASES DETAIL A SPECIFIC SCOPE AS DESIRED BY THE OWNER. WHERE SPECIFIC ITEMS ARE NOT DETAILED BUT ARE REFERRED TO ON ANY DRAWING, THE CONTRACTOR IS TO ASSUME THAT THE ITEMS ARE TO BE PROVIDED TO COMPLETE THE PROJECT AS THE DRAWINGS OUTLINE. 12. NO UTILITY SERVICES SHALL BE INTERRUPTED BY THE CONTRACTOR TO MAKE CONNECTIONS TO RELOCATE OR FOR ANY PURPOSE WITHOUT APPROVAL OF CONTRACTING OFFICE. THE REQUEST FOR PERMISSION TO SHUT DOWN SERVICES SHALL BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICE NOT LESS THAN FOURTEEN (14) DAYS PRIOR TO DATE OF PROPOSED INTERRUPTION. ROUGH WOOD 101 GENERAL CONSTRUCTION NOTES: 11. DRAWINGS SHOWING LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC., ARE DIAGRAMMATIC AND JOB CONDITIONS SHALL NOT ALWAYS PERMIT THEIR INSTALLATION IN THE LOCATION SHOWN. IN CASE OF A CONFLICT, CONTACT THE ARCHITECT/PROJECT OFFICER AND AN ALTERNATE LOCATION SHALL BE DETERMINED IN A JOINT CONFERENCE AT NO ADDITIONAL COST TO THE GOVERNMENT. WALL TYPE TAG 1i 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 Owner: N CENTERLINE DIAMETER OR ROUND # POUND OR NUMBER & AND (E) EXISTING @ AT A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE ADJ. ADJUSTABLE AED AUTOMATIC EXTERNAL DEFIBRILLATOR AES ARCHITECTURAL EXPOSED STEEL AFF ABOVE FINISHED FLOOR ALUM ALUMINUM APPROX. APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT AVB AIR VAPOR BARRIER BD. BOARD BEJ BUILDING EXPANSION JOINT BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM BOT. BOTTOM BRG. BEARING C.B. CATCH BASIN C.G. CORNER GUARD C.J CONTROL JOINT CAB CABINET CB CHALKBOARD CEM CEMENT CFMF COLD FORMED METAL FRAMING CIP CAST IN PLACE CONCRETE CL. CLOSET CLR CLEAR CNTR COUNTER CONC CONCRETE CONN. CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR. CONTRACTOR 16 PARKDALE HIGH SCHOOL P 15 SECONDARY SCHOOL REFORM MILITARY SCIENCE ABBREVIATIONS 14 Prince George's County Public Schools 4 6001 Good Luck Road, Riverdale, MD 3 Project Title: 2 1 D 21. PROVIDE ADEQUATE SUPPORT TO STRUCTURAL, MECHANICAL, ELECTRICAL, AND OTHER BUILDING ELEMENTS WHICH ARE NOT SCHEDULED TO BE REMOVED BUT ARE ATTACHED TO THE ITEMS BEING DEMOLISHED UNDER THIS CONTRACT. 1ST FLOOR 2ND FLOOR KEY PLAN C No. AREA FOR CONTRACTORS OFFICE AREA FOR MATERIAL STORAGE AREA OF RENOVATION LOADING AREA Description CD/BID SUBMISSION Date C 3/02/2016 B GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS Proj Arch: GREGORY S. LUKMIRE, AIA Drawn: AP/BH Scale: As indicated AP Dwg. No.: QC: Project No. A 13346.03 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 G-052 A 3/2/2016 10:56:00 PM B 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design GENERAL NOTES P 1. AS DESIRED BY THE OWNER. WHERE SPECIFIC ITEMS ARE NOT DETAILED BUT ARE REFERRED TO ON ANY DRAWING, THE CONTRACTOR IS TO ASSUME THAT THE ITEMS ARE TO BE PROVIDED TO COMPLETE THE PROJECT AS THE DRAWINGS OUTLINE. 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 2. THE GOAL OF THE PROJECT IS FOR THE CONTRACTOR TO PROVIDE A COMPLETE NEW CONSTRUCTION PROJECT. ITEMS SHOWN ON ANY DRAWINGS, BY ANY DISCIPLINE, ARE TO BE PROVIDED, EVEN IF THEY DO NOT APPEAR ON EVERY DISCIPLINES DRAWINGS. 3. WHERE CONFLICTS OF INFORMATION OCCUR, CONTRACTOR IS TO ASSUME THAT HE WILL PROVIDE THE MOST EXPENSIVE SOLUTION OR MATERIAL SHOWN. ITEMS ASSOCIATED OR CONNECTED WITH THIS CONDITION OR MATERIAL ARE TO BE PROVIDED AT NO ADDITIONAL COST. N P N 4. ELEMENTS OF THE CONSTRUCTION MAY NOT BE SHOWN ON EVERY DRAWING. DRAWINGS MAY SHOW DETAILS OR CONDITIONS ONLY ONCE. THE CONTRACTOR IS TO ASSUME THAT THE DETAILS ARE TO BE FOLLOWED WHEREVER A SIMILAR CONDITION OCCURS THROUGHOUT THE PROJECT. 5. SOME DETAILS MAY ILLUSTRATE A TYPICAL CONDITION. WHERE MINIMUM OR MAXIMUM DIMENSIONS ARE USED, THE INTENDED RELATIONSHIP TO OTHER ELEMENTS MAY BE SHOWN ON RELATED DRAWINGS. IF NOT, CONTRACTOR IS TO FOLLOW INSTRUCTIONS BY THE ARCHITECT 6. WHERE PRODUCTS REQUIRE POWER, PLUMBING OR ANY SUPPORTING INFRASTRUCTURE (MEP, IT, ETC), THE CONTRACTOR IS TO PROVIDE THE APPROPRIATE SUPPORTING INFRASTRUCTURE, WHETHER OR NOT IT APPEARS ON ANY OTHER DRAWING. M M 7. ALL DOORS REQUIRE HARDWARE, WHETHER SCHEDULED OR NOT. CONTRACTOR IS TO ASSUME A BASIC HARDWARE SET SIMILAR TO OTHER DOORS WITH THE SAME OPERATION, UNLESS OTHERWISE NOTED I certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of Maryland. License #7545 8. CONTRACTOR IS TO PROVIDE A COMPLETE PROJECT FOLLOWING REASONABLY ESTABLISHED CONSTRUCTION PRACTICES. WHERE SOMETHING IS DRAWN BUT NOT SPECIFIED, OR VICE VERSA, CONTRACTOR IS REQUIRED TO PROVIDE THE PRODUCT OR ITEM COMMENSURATE WITH THE QUALITY OF THE REMAINDER OF THE PROJECT. L Expiration Date March 16, 2016 The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. 9. THE CONTRACTOR SHALL CHECK AND COMPARE DRAWINGS FURNISHED TO HIM IMMEDIATELY UPON RECEIPT AND SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL VERIFY THE FIGURES BEFORE LAYING OUT THE WORK AND WILL BE RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY. L K Prince George's County Public Schools 10. DRAWINGS SHOWING LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC ARE DIAGRAMMATIC AND JOB CONDITIONS SHALL NOT ALWAYS PERMIT THEIR INSTALLATION IN THE LOCATION SHOWN. J SECONDARY SCHOOL REFORM MILITARY SCIENCE 12. EXISTING WORK WHICH HAS BEEN CUT, DAMAGED OR ALTERED IN ANY WAY DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED IN AN APPROVED MANNER TO MATCH EXISTING OR ADJOINING WORK. ALL SUCH WORK SHALL BE PERFORMED BY THE CONTRACTOR AT HIS EXPENSE AND AS DIRECTED BY THE ARCHITECT. 13. THE CONTRACTOR SHALL STORE MATERIAL IN THE AREA ASSIGNED TO HIM, OR AS INDICATED IN THE DRAWINGS, AND SHALL BE RESPONSIBLE FOR SAID MATERIAL. 14. PROVIDE OPENINGS OF SUITABLE SIZE IN WALL, CEILING AND FLOORS FOR INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL ITEMS. UPON COMPLETION OF SUCH WORK CLOSE THESE OPENINGS AND FINISH AFFECTED SURFACES TO MATCH ADJACENT SURFACES. H 15. WHERE PROPOSED WORK OCCURS IN AN EXISTING SPACE, THE ENTIRE SURFACE UPON WHICH SUCH WORK OCCURS SHALL BE REFINISHED. ALIGN PROPOSED WORK WITH EXISTING WORK, EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED. 16. FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS PRIOR TO FABRICATION OF ANY ITEMS. 17. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND REPORT ALL DISCREPANCIES TO THE ARCHITECT. MILITARY SCIENCE (MS) ACADEMY ENLARGED PLAN SEE 1 / D-151 AND 1 / A-151 G 18. WHERE A PARTICULAR ROOM OR AREA IS INDICATED ON SEVERAL DRAWINGS, REFER TO ALL SUCH DRAWINGS IN LAYING OUT AND CONSTRUCTING THE REQUIRED WORK. REFER TO LARGE SCALE DRAWINGS FOR ADDITIONAL DETAILED INFORMATION AND DIMENSIONS BEFORE LAYING OUT OR CONSTRUCTING WORK IN ANY AREA. 19. REFER TO PLUMBING, MECHANICAL, ELECTRICAL, CASEWORK, FURNISHING AND SPRINKLER DRAWINGS BEFORE LAYOUT OR CONSTRUCTION OF WORK IN ANY ROOM OR AREA. CONTRACTOR SHALL CHECK PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT REQUIRING CONCRETE BASES AND SHALL PROVIDE THE SAME. WHERE DUCTWORK AND PLUMBING INTERSECT, CONTRACTOR SHALL VERIFY AND ESTABLISH ALL CLEARANCES REQUIRED FOR EACH TRADE. F PARKDALE HIGH SCHOOL 12. NO UTILITY SERVICES SHALL BE INTERRUPTED BY THE CONTRACTOR TO MAKE CONNECTIONS, TO RELOCATE OR FOR ANY OTHER PURPOSE WITHOUT APPROVAL OF THE ARCHITECT/OWNER. THE REQUEST FOR PERMISSION TO SHUT DOWN SERVICES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT/OWNER NOT LESS THAN FOURTEEN (14) DAYS PRIOR TO THE DATE OF PROPOSED INTERRUPTION. 6001 Good Luck Road, Riverdale, MD 11. IN CASE OF A CONFLICT, CONTACT THE ARCHITECT AND AWAIT FURTHER INSTRUCTION. 21. ANY ELECTRICAL PANELS, CONDUITS, OUTLET BOXES, PIPE CHASES AND OTHER SUCH BUILTIN ITEMS WHICH OCCUR WITHIN A FIRE RATED WALL SHALL BE INSTALLED IN SUCH A MANNER WITHIN THE WALL THAT THE FIRE RATING OF THE WALL IS PRESERVED. 22. EQUIPMENT, FURNISHINGS AND OTHER ITEMS MARKED N.I.C. ARE TO BE FURNISHED AND INSTALLED BY THE OWNER/USING AGENCY. EQUIPMENT, FURNISHINGS AND OTHER ITEMS MARKED O.P.C.I. ARE TO BE FURNISHED BY THE OWNER/USING AGENCY AND INSTALLED BY THE CONTRACTOR. ALL OTHER EQUIPMENT, FURNISHINGS AND OTHER ITEMS NOT SPECIFICALLY MARKED ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. E H G F E NORTH 23. SECTIONS ARE DRAWN TO SHOW VARIOUS TYPICAL CONDITIONS; SEE PLANS AND ELEVATIONS FOR THE EXTENT OF THE WORK. THE SECTION REFERENCES SHOWN ON THE PLANS AND ELEVATIONS SHOW ONLY THE LOCATION WHERE THE SECTION DRAWINGS WERE TAKEN; THEY DO NOT INDICATE THE EXTENT OF THE WORK. PORTIONS OF THE BUILDING SECTIONS ARE DRAWN AT A LARGER SCALE AS WALL SECTIONS, INTERIOR ELEVATIONS AND MISCELLANEOUS DETAILS. THESE LARGE SCALE DETAILS ARE TYPICAL AND ARE APPLICABLE TO ALL THE WORK INDICATED OR REQUIRED. D J Owner: Project Title: 20. RATED PARTITIONS AND WALLS EXTENDING TO THE STRUCTURAL SLAB OR DECK SHALL BE BUILT TIGHTLY AROUND WORK THAT PENETRATES THE PARTITIONS OR WALLS TO PRESERVE THE INTEGRITY OF THE REQUIRED FIRE, SMOKE OR STC RATING. K EXISTING BUILDING D 24. WHERE THERE IS A CHANGE IN THE FLOORING BETWEEN ROOMS THAT SHARE A COMMON DOOR THE CHANGE SHALL OCCUR AT THE DOOR SIDE OF THE FRAME STOP UNLESS OTHERWISE INDICATED. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL BLOCKING IN WALLS TO ACCOMMODATE CASEWORK, MILLWORK, MARKER & TACK BOARDS, ETC. 1ST FLOOR KEY PLAN 26. ALL FLAGS, PENCIL SHARPENERS ETC. REMOVED DURING DEMOLITION TO BE REPLACED WITH NEW. TYPICAL ALL ROOMS. C 2ND FLOOR No. Description CD/BID SUBMISSION Date C 3/02/2016 B KEY PLAN - 1ST FLOOR 1 G-054 2 1/32" = 1'-0" G-054 KEY PLAN KEY PLAN - 2ND FLOOR - NO WORK 1/32" = 1'-0" 0' 16' 32' 48' SCALE: 1/32" = 1'-0" A 64' Proj Arch: GREGORY S. LUKMIRE, AIA Drawn: AP/BH Scale: As indicated AP Dwg. No.: QC: Project No. 13346.03 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 G-054 A 3/2/2016 10:56:01 PM B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design P 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 DEMOLITION KEY NOTES Number 1 EXISTING CEILING SYSTEM TO BE REMOVED AND DISCARDED IN ITS ENTIRETY. EXISTING CEILING ACCESSORIES TO BE ADJUSTED TO ACCOMODATE NEW CEILING SYSTEM. REFER TO MECHANICAL, ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING 1x4 LIGHT FIXTURES TO BE REMOVED AND DISCARDED IN THEIR ENTIRETY. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REMOVE EXISTING DIFFUSERS AND REPLACE AS REQUIRED TO INCREASE AIRFLOW. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION EXISTING CASEWORK TO BE REMOVED AND DISCARDED IN ITS ENTIRETY. PATCH AND REPAIR WALL AS REQUIRED FOLLOWING REMOVAL EXISTING WALL MOUNTED BOARDS (MARKER BOARDS, CHALK BOARDS, TACK BOARDS) TO BE REMOVED AND DISCARDED REMOVE EXISTING ASBESTOS FLOOR FINISH PER HAZMAT REQUIREMENTS. GRIND DOWN ROUGH CONCRETE, FLASH-PATCH AREA TO PREPARE FOR INSTALLATION OF NEW FLOOR FINISH. EXISTING SINK AND ALL ASSOCIATED PLUMBING ACCESSORIES TO BE REMOVED AND DISCARDED IN THEIR ENTIRETY. SEE PLUMBING FOR ADDITIONAL INFORMATION EXISTING WALL MOUNTED PROJECTOR SCREEN TO BE REMOVED AND DISCARDED IN ITS ENTIRETY PORTION OF EXISTING WALL TO BE REMOVED TO ALLOW FOR INSTALLATION OF NEW DOOR. REFER TO NEW WORK DRAWINGS FOR SIZE AND LOCATION REMOVE EXISTING FLOOR DRAIN AND BRANCH PIPING. SEE PLUMBING DRAWINGS. GRIND DOWN ROUGH CONCRETE. FLASH-PATCH AREA TO PREPARE FOR INSTALLATION OF NEW FLOOR FINISH 2 N 3 50 51 53 M 54 55 56 57 T L D50 D51 D50 Demolition Note P N M I certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of Maryland. License #7545 Expiration Date March 16, 2016 The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. D51 L D50 K Prince George's County Public Schools D50 D50 FA ROTC D54 5 1 4 D-451 2 3 D50 J D51 G STORAGE 5S NIC P P D53 D50 D51 D55 D51 D55 D56 EXTERIOR COURTYARD NIC P P Project Title: F STORAGE 7S NIC D50 J D53 J H G F Owner: H 6001 Good Luck Road, Riverdale, MD D57 SECONDARY SCHOOL REFORM MILITARY SCIENCE J S D54 PARKDALE HIGH SCHOOL D50 K D50 E E NORTH EXISTING BUILDING 7 D54 9 D S ROTC EXTERIOR COURTYARD NIC D57 AREA OF NEW WORK 12 D-451 10 D D54 FA 11 1ST FLOOR KEY PLAN D50 D50 C 2ND FLOOR No. D50 Description CD/BID SUBMISSION Date C 3/02/2016 D50 D50 D50 D51 DEMOLITION FLOOR PLAN - 1ST FLOOR 1 D-151 A DEMOLITION - 1ST FLOOR PLAN 1/4" = 1'-0" 0' 2' 4' SCALE: 1/4" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 8' Proj Arch: GREGORY S. LUKMIRE, AIA Drawn: AP/BH Scale: 1/4" = 1'-0" AP Dwg. No.: QC: Project No. 13346.03 D-151 A 3/2/2016 10:55:56 PM B T B D51 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design DEMOLITION KEY NOTES Number P 1 2 3 50 N 51 53 54 55 M D3 D3 56 57 Demolition Note EXISTING CEILING SYSTEM TO BE REMOVED AND DISCARDED IN ITS ENTIRETY. EXISTING CEILING ACCESSORIES TO BE ADJUSTED TO ACCOMODATE NEW CEILING SYSTEM. REFER TO MECHANICAL, ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING 1x4 LIGHT FIXTURES TO BE REMOVED AND DISCARDED IN THEIR ENTIRETY. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REMOVE EXISTING DIFFUSERS AND REPLACE AS REQUIRED TO INCREASE AIRFLOW. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION EXISTING CASEWORK TO BE REMOVED AND DISCARDED IN ITS ENTIRETY. PATCH AND REPAIR WALL AS REQUIRED FOLLOWING REMOVAL EXISTING WALL MOUNTED BOARDS (MARKER BOARDS, CHALK BOARDS, TACK BOARDS) TO BE REMOVED AND DISCARDED REMOVE EXISTING ASBESTOS FLOOR FINISH PER HAZMAT REQUIREMENTS. GRIND DOWN ROUGH CONCRETE, FLASH-PATCH AREA TO PREPARE FOR INSTALLATION OF NEW FLOOR FINISH. EXISTING SINK AND ALL ASSOCIATED PLUMBING ACCESSORIES TO BE REMOVED AND DISCARDED IN THEIR ENTIRETY. SEE PLUMBING FOR ADDITIONAL INFORMATION EXISTING WALL MOUNTED PROJECTOR SCREEN TO BE REMOVED AND DISCARDED IN ITS ENTIRETY PORTION OF EXISTING WALL TO BE REMOVED TO ALLOW FOR INSTALLATION OF NEW DOOR. REFER TO NEW WORK DRAWINGS FOR SIZE AND LOCATION REMOVE EXISTING FLOOR DRAIN AND BRANCH PIPING. SEE PLUMBING DRAWINGS. GRIND DOWN ROUGH CONCRETE. FLASH-PATCH AREA TO PREPARE FOR INSTALLATION OF NEW FLOOR FINISH 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 P N M I certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of Maryland. License #7545 Expiration Date March 16, 2016 L The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. ROTC 5 D2 S 1 9' - 0" L K Prince George's County Public Schools D1 1 D-451 2 3 D3 SECONDARY SCHOOL REFORM MILITARY SCIENCE J STORAGE 5S NIC EXTERIOR COURTYARD NIC H STORAGE 7S NIC D3 G D3 ROTC 6001 Good Luck Road, Riverdale, MD D3 PARKDALE HIGH SCHOOL 4 7 S 1 9' - 0" EXTERIOR COURTYARD NIC Project Title: 9 12 D-451 10 FA 11 J H G F Owner: F K E E NORTH EXISTING BUILDING D2 D AREA OF NEW WORK D1 1ST FLOOR D 2ND FLOOR KEY PLAN C No. Description CD/BID SUBMISSION Date C 3/02/2016 B 1 D-251 DEMOLITION RCP 1ST FLOOR DEMOLITION - 1ST FLOOR RCP 1/4" = 1'-0" A 0' 2' 4' SCALE: 1/4" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 8' Proj Arch: GREGORY S. LUKMIRE, AIA Drawn: AP/BH Scale: 1/4" = 1'-0" AP Dwg. No.: QC: Project No. 13346.03 D-251 A 3/2/2016 10:55:57 PM B 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design DEMOLITION KEY NOTES Number P 1 2 3 D50 N 50 D51 D51 D51 51 53 D50 54 Level 1 0' - 0" M 12 D-451 Level 1 0' - 0" DEMOLITON - ROOM 7 - WEST INTERIOR ELEVATION 11 1/4" = 1'-0" D-451 55 DEMOLITON - ROOM 7 - SOUTH INTERIOR ELEVATION 56 57 1/4" = 1'-0" Demolition Note EXISTING CEILING SYSTEM TO BE REMOVED AND DISCARDED IN ITS ENTIRETY. EXISTING CEILING ACCESSORIES TO BE ADJUSTED TO ACCOMODATE NEW CEILING SYSTEM. REFER TO MECHANICAL, ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING 1x4 LIGHT FIXTURES TO BE REMOVED AND DISCARDED IN THEIR ENTIRETY. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REMOVE EXISTING DIFFUSERS AND REPLACE AS REQUIRED TO INCREASE AIRFLOW. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION EXISTING CASEWORK TO BE REMOVED AND DISCARDED IN ITS ENTIRETY. PATCH AND REPAIR WALL AS REQUIRED FOLLOWING REMOVAL EXISTING WALL MOUNTED BOARDS (MARKER BOARDS, CHALK BOARDS, TACK BOARDS) TO BE REMOVED AND DISCARDED REMOVE EXISTING ASBESTOS FLOOR FINISH PER HAZMAT REQUIREMENTS. GRIND DOWN ROUGH CONCRETE, FLASH-PATCH AREA TO PREPARE FOR INSTALLATION OF NEW FLOOR FINISH. EXISTING SINK AND ALL ASSOCIATED PLUMBING ACCESSORIES TO BE REMOVED AND DISCARDED IN THEIR ENTIRETY. SEE PLUMBING FOR ADDITIONAL INFORMATION EXISTING WALL MOUNTED PROJECTOR SCREEN TO BE REMOVED AND DISCARDED IN ITS ENTIRETY PORTION OF EXISTING WALL TO BE REMOVED TO ALLOW FOR INSTALLATION OF NEW DOOR. REFER TO NEW WORK DRAWINGS FOR SIZE AND LOCATION REMOVE EXISTING FLOOR DRAIN AND BRANCH PIPING. SEE PLUMBING DRAWINGS. GRIND DOWN ROUGH CONCRETE. FLASH-PATCH AREA TO PREPARE FOR INSTALLATION OF NEW FLOOR FINISH 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 P N M I certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of Maryland. License #7545 Expiration Date March 16, 2016 L The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. L D55 D50 K D51 D54 D51 D51 D50 Prince George's County Public Schools D50 Level 1 0' - 0" 9 1/4" = 1'-0" D-451 DEMOLITON - ROOM 7 - NORTH INTERIOR ELEVATION 1/4" = 1'-0" H D50 D55 D51 D51 D51 D51 D50 G Level 1 0' - 0" F 4 3 D-451 1/4" = 1'-0" DEMOLITON - ROOM 5 - SOUTH INTERIOR ELEVATION 1/4" = 1'-0" J H G F Owner: Project Title: D-451 Level 1 0' - 0" DEMOLITON - ROOM 5 - WEST INTERIOR ELEVATION PARKDALE HIGH SCHOOL D-451 DEMOLITON - ROOM 7 - EAST INTERIOR ELEVATION SECONDARY SCHOOL REFORM MILITARY SCIENCE J 10 Level 1 0' - 0" 6001 Good Luck Road, Riverdale, MD D50 K E E NORTH EXISTING BUILDING D D51 D50 D51 AREA OF NEW WORK D51 D D50 D54 1ST FLOOR D50 D50 Level 1 0' - 0" 2 D-451 KEY PLAN Level 1 0' - 0" DEMOLITON - ROOM 5 - EAST INTERIOR ELEVATION 1 1/4" = 1'-0" D-451 No. DEMOLITON - ROOM 5 - NORTH INTERIOR ELEVATION Description CD/BID SUBMISSION Date 3/02/2016 1/4" = 1'-0" B DEMOLITION INTERIOR ELEVATIONS - 1ST FLOOR A 0' 2' 4' SCALE: 1/4" = 1'-0" 1 2 3 4 5 6 7 C 8 9 10 11 12 13 14 15 16 8' Proj Arch: GREGORY S. LUKMIRE, AIA Drawn: AP/BH Scale: 1/4" = 1'-0" AP Dwg. No.: QC: Project No. 13346.03 17 D-451 B A 3/2/2016 10:55:59 PM C 2ND FLOOR 6 7 8 9 10 11 12 13 DOOR SCHEDULE DOOR NO. 5C ROTC 5 TO ROOM NAME NO. ROTC 7 TYPE N LEAFS SS WIDTH 3' - 0" DOOR HEIGHT 7' - 0" THICKNESS 0' - 1 3/4" MATL. FIN. WD FRAME MATL. FIN. TYPE S&V 1 HM PNT DEPTH HEAD 0' - 5 3/4" JAMB SILL PTD. HOLLOW METAL FRAME - GROUT SOLID DOOR JAMB BEYOND DOOR PANEL ALIGN JOINT AT CENTERLINE OF DOOR RESILIENT - RESILIENT PTD. HOLLOW METAL FRAME - GROUT SOLID NOTES: 1. ALL TRANSITIONS SHALL COMPLY WITH A.D.A. REQUIREMENTS. 2. VERTICAL LIPS SHALL NOT EXCEED 1/4". 3. CHAMFERED EDGES SHALL NOT EXCEED 1:2 SLOPE UP TO 1/2" VERTICAL RISE. 4. FOR VERTICAL RISE EXCEEDING 1/2", SLOPES SHALL NOT EXCEED 1:12. 5. DOOR UNDERCUT SHALL NOT EXCEED 3/4". DOOR PER SCHEDULE PER SCHEDULE M DRDT-HM-CMU-BF-HEAD 4" 2 A-151 DRDT-HM-CMU-BF-JAMB 3 1 1/2" = 1'-0" A-151 4 1 1/2" = 1'-0" A-151 17 Architecture Planning Interior Design 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 0' - 2" N SHIM, BACKER ROD & SEALANT 16 PER SCHEDULE 0' 0' - 8" - 8" CONCRETE SLAB DOOR PER SCHEDULE SEE SCHEDULE COMMENTS 2/A-151 3/A-151 4/A-151 JAMB ANCHORS 0' - 0' 2"- 0 1/4" N FIRE RATING HDW CMU WALL PER FLOOR PLANS CMU BOND BEAM LINTEL 15 PER SCHEDULE PER SCHEDULE P FROM ROOM NAME NO. 14 0' - 4" 5 PER SCHEDULE 4 0' - 8" 3 3' - 6" 2 1 0' - 2" P N 1 UNO DOOR TYPES FRAME TYPES SCHEDULE OF GLASS TYPES DOOR SCHEDULE NOTES: G1 1/4" CLEAR TEMPERED GLASS 1. SEE SPECIFICATIONS FOR HARDWARE. 2. ALL GLASS IN INTERIOR DOORS TO BE G1. 3. PROVIDE SHADES ON ALL INTERIOR N DOORS UNLESS IN A CORRIDOR OR NOTED OTHERWISE. SEE SPEC. 4. MASONRY OPENING = 7'-4" HIGH. TRANSITION DETAILS M 3" = 1'-0" I certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of Maryland. CORRIDOR NIC License #7545 Expiration Date March 16, 2016 L 6' TB The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. 8' TB T 8' TB 3 10 6 Prince George's County Public Schools K MEN'S TOILET NIC 5A 31 10 8' TS S FA SECONDARY SCHOOL REFORM MILITARY SCIENCE SB 30 ROTC 31 5 1 4 2 A-451 2 TEACHER'S LOUNGE NIC 8' TS 3 8' MB P P J 5B 5S BAND ROOM NIC 7 STORAGE 5S NIC 5S 31 EXTERIOR COURTYARD NIC F 6' TB 6' TB 6' TB 6' TB 3 9 2' - 0" 31 STORAGE 7S NIC 7S 5C 7 7S Project Title: 3 NEW WORK KEY NOTES NOTE DETAIL/FINISH J H G F J P P NUMBER K Owner: H 6001 Good Luck Road, Riverdale, MD J PARKDALE HIGH SCHOOL 8' MB 4 5 G L 1 2 6 7B E 8' TS 3 4 5 6 7 8' MB 4 SB D 9 10 30 31 32 50 51 S ROTC EXTERIOR COURTYARD NIC 7 9 12 A-451 10 11 FA 30 52 31 ROOM NIC C 5 2 NEW CASEWORK NEW STANDARD TEACHING WALL WITH SMARTBOARD, SHORT THROW PROJECTOR, TWO WHITEBOARDS WITH TACKSTRIPS ABOVE NEW TACKBOARD NEW VCT FLOORING AND RUBBER BASE NEW CASEWORK - TEACHER'S WARDROBE (LOCKABLE) PATCH AND REPAINT ALL WALLS NEW CASEWORK - LOCKABLE IT CLOSET WITH DUPLEX RECEPTABLE INSIDE AS TEACHER'S CHARGING STATION NEW SCWD AND HM FRAME NEW CASEWORK RELOCATE EXISTING SPEAKER AS REQUIRED, PATCH WALLS RELOCATE EXISTING ELECTRICAL OUTLETS AS REQUIRED, PATCH WALLS RELOCATE EXISTING CLOCK ABOVE DOOR NEW SUSPENDED CEILING SYSTEM TO BE INSTALLED WITH NEW ACT NEW LIGHT FIXTURES TO BE INSTALLED IN NEW SUSPENDED CEILING SYSTEM. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION RELOCATE ALL EXISTING CEILING FIXTURES AS NECESSARY TO ACCOMODATE NEW CEILING AND LIGHTING LAYOUT TYP. REFER TO ELECTRICAL & MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION 5 / A-650 E 4 / A-650 VCT-1 / RBR-1 3 / A-650 PNT-1 2 / A-650 NORTH EXISTING BUILDING AREA OF NEW WORK 1 / A-650 D ACT-1 1ST FLOOR 2ND FLOOR KEY PLAN No. Description CD/BID SUBMISSION 8' TS Date C 3/02/2016 8' MB 10 Room Schedule MS 10 B 5 7 7A T 3 ROOM NIC 31 8' TB 6' TB 8' TB CORRIDOR NIC A 1 A-151 1 ACT-1 PNT-1 RBR-1 SS-1 WD-1 VCT-1 NEW WORK - 1ST FLOOR PLAN 1/4" = 1'-0" 2 3 4 5 6 7 8 9 10 11 12 Room Name ROTC ROTC Floor Finish VCT-1 VCT-1 Base Finish RBR-1 RBR-1 FINISH SCHEDULE FINISH LOCATION ACOUSTICAL CEILNG TILE PAINT RUBBER BASE SOLID SURFACE WOOD VENEER VINYL COMPOSITION TILE 13 14 Wall Finish PNT-1 PNT-1 Ceiling Finish Comments B ACT-1 ACT-1 NEW WORK FLOOR PLAN - 1ST FLOOR SPECIFICATION 0' 2' 4' SCALE: 1/4" = 1'-0" 15 16 17 8' Proj Arch: GREGORY S. LUKMIRE, AIA Drawn: AP/BH Scale: As indicated AP Dwg. No.: QC: Project No. 13346.03 A-151 A 3/2/2016 10:55:51 PM Room Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design NEW WORK KEY NOTES NUMBER P 1 2 3 4 5 6 7 N 9 10 30 31 32 50 51 M 52 NOTE DETAIL/FINISH NEW CASEWORK NEW STANDARD TEACHING WALL WITH SMARTBOARD, SHORT THROW PROJECTOR, TWO WHITEBOARDS WITH TACKSTRIPS ABOVE NEW TACKBOARD NEW VCT FLOORING AND RUBBER BASE NEW CASEWORK - TEACHER'S WARDROBE (LOCKABLE) PATCH AND REPAINT ALL WALLS NEW CASEWORK - LOCKABLE IT CLOSET WITH DUPLEX RECEPTABLE INSIDE AS TEACHER'S CHARGING STATION NEW SCWD AND HM FRAME NEW CASEWORK RELOCATE EXISTING SPEAKER AS REQUIRED, PATCH WALLS RELOCATE EXISTING ELECTRICAL OUTLETS AS REQUIRED, PATCH WALLS RELOCATE EXISTING CLOCK ABOVE DOOR NEW SUSPENDED CEILING SYSTEM TO BE INSTALLED WITH NEW ACT NEW LIGHT FIXTURES TO BE INSTALLED IN NEW SUSPENDED CEILING SYSTEM. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION RELOCATE ALL EXISTING CEILING FIXTURES AS NECESSARY TO ACCOMODATE NEW CEILING AND LIGHTING LAYOUT TYP. REFER TO ELECTRICAL & MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 5 / A-650 4 / A-650 VCT-1 / RBR-1 3 / A-650 PNT-1 P 2 / A-650 N 1 / A-650 ACT-1 M I certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of Maryland. License #7545 Expiration Date March 16, 2016 L The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. 50 L Prince George's County Public Schools 51 SECONDARY SCHOOL REFORM MILITARY SCIENCE J 52 H G 50 6001 Good Luck Road, Riverdale, MD S 1 9' - 0" PARKDALE HIGH SCHOOL K 1 9' - 0" H G F E S E J Owner: Project Title: F K NORTH 51 EXISTING BUILDING 52 AREA OF NEW WORK D 1ST FLOOR D 2ND FLOOR KEY PLAN C No. Description CD/BID SUBMISSION Date C 3/02/2016 B NEW WORK RCP - 1ST FLOOR 1 A A-251 NEW WORK - 1ST FLOOR RCP 1/4" = 1'-0" 0' 2' 4' SCALE: 1/4" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 8' Proj Arch: GREGORY S. LUKMIRE, AIA Drawn: AP/BH Scale: 1/4" = 1'-0" AP Dwg. No.: QC: Project No. 13346.03 A-251 A 3/2/2016 10:55:52 PM B 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design NEW WORK KEY NOTES P 10 NUMBER 5 3 3 7' - 0" 3 1 2 3 4 5 6 7 31 N 3' - 4" 3' - 4" Level 1 0' - 0" 3' - 4" Level 1 0' - 0" 10' - 0" NEW WORK - ROOM 7 - WEST INTERIOR ELEVATION 12 A-451 NEW WORK - ROOM 7 - SOUTH INTERIOR ELEVATION 11 1/4" = 1'-0" A-451 1/4" = 1'-0" M 30 7 52 2 5 / A-650 3 / A-650 PNT-1 N 2 / A-650 1 / A-650 ACT-1 M License #7545 9 Expiration Date March 16, 2016 Level 1 0' - 0" 3' - 4" The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. 1/4" = 1'-0" A-451 K 9 31 3' - 4" 3' - 4" Level 1 0' - 0" 3' - 4" 3' - 4" Level 1 0' - 0" 10' - 0" H NEW WORK - ROOM 5 - WEST INTERIOR ELEVATION 4 A-451 NEW WORK - ROOM 5 - SOUTH INTERIOR ELEVATION 3 1/4" = 1'-0" 1/4" = 1'-0" A-451 30 G 2 3 3 3 31 6 31 Level 1 0' - 0" 2 A-451 NEW WORK - ROOM 5 - EAST INTERIOR ELEVATION NEW WORK - ROOM 5 - NORTH INTERIOR ELEVATION 1 1/4" = 1'-0" Project Title: F Level 1 0' - 0" 1/4" = 1'-0" A-451 K J H G F Owner: J 7' - 0" 3 7' - 0" 3 6001 Good Luck Road, Riverdale, MD 7 PARKDALE HIGH SCHOOL 10 SECONDARY SCHOOL REFORM MILITARY SCIENCE 5 L NEW WORK - ROOM 7 - NORTH INTERIOR ELEVATION 9 1/4" = 1'-0" P 4 / A-650 VCT-1 / RBR-1 3 6 NEW WORK - ROOM 7 - EAST INTERIOR ELEVATION A-451 NEW CASEWORK NEW STANDARD TEACHING WALL WITH SMARTBOARD, SHORT THROW PROJECTOR, TWO WHITEBOARDS WITH TACKSTRIPS ABOVE NEW TACKBOARD NEW VCT FLOORING AND RUBBER BASE NEW CASEWORK - TEACHER'S WARDROBE (LOCKABLE) PATCH AND REPAINT ALL WALLS NEW CASEWORK - LOCKABLE IT CLOSET WITH DUPLEX RECEPTABLE INSIDE AS TEACHER'S CHARGING STATION NEW SCWD AND HM FRAME NEW CASEWORK RELOCATE EXISTING SPEAKER AS REQUIRED, PATCH WALLS RELOCATE EXISTING ELECTRICAL OUTLETS AS REQUIRED, PATCH WALLS RELOCATE EXISTING CLOCK ABOVE DOOR NEW SUSPENDED CEILING SYSTEM TO BE INSTALLED WITH NEW ACT NEW LIGHT FIXTURES TO BE INSTALLED IN NEW SUSPENDED CEILING SYSTEM. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION RELOCATE ALL EXISTING CEILING FIXTURES AS NECESSARY TO ACCOMODATE NEW CEILING AND LIGHTING LAYOUT TYP. REFER TO ELECTRICAL & MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 31 Level 1 0' - 0" 10 DETAIL/FINISH I certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of Maryland. 7' - 0" 3 31 L 9 10 30 31 32 50 51 NOTE Prince George's County Public Schools 2 1 E E NORTH EXISTING BUILDING AREA OF NEW WORK D 1ST FLOOR D 2ND FLOOR KEY PLAN C No. Description CD/BID SUBMISSION Date C 3/02/2016 B NEW WORK INTERIOR ELEVATIONS - 1ST FLOOR A 0' 2' 4' SCALE: 1/4" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 8' Proj Arch: GREGORY S. LUKMIRE, AIA Drawn: AP/BH Scale: 1/4" = 1'-0" AP Dwg. No.: QC: Project No. 13346.03 A-451 A 3/2/2016 10:55:53 PM B 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design P CMU WALL 2' - 0" 2' - 0" 1' - 10" 1' - 10" 2' - 0" 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 CONTINUOUS SNAP ON FRAME 1' - 6" 2x FRT WOOD BLOCKING 2x FRT WOOD BLOCKING 2x FRT WOOD BLOCKING N N 2x FRT WOOD BLOCKING M CONTINUOUS 2x FRT WOOD BLOCKING CONTINUOUS 2x FRT WOOD BLOCKING ADJUSTABLE SHELVING. ALL SHELVING TO BE 3/4" PLYWOOD WITH WHITE MELAMINE ON ALL SURFACES. SHELVES ON METAL STANDARDS AND CLIPS. ADJUSTABLE SHELVING. ALL SHELVING TO BE 3/4" PLYWOOD WITH WHITE MELAMINE ON ALL SURFACES. SHELVES ON METAL STANDARDS AND CLIPS. CONTINUOUS 2x FRT WOOD BLOCKING ADJUSTABLE SHELVING. ALL SHELVING TO BE 3/4" PLYWOOD WITH WHITE MELAMINE ON ALL SURFACES. SHELVES ON METAL STANDARDS AND CLIPS. CONTINUOUS TRAY AT MARKER BOARD, UNO M I certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of Maryland. CONTINUOUS CLOTHES ROD RECEPTACLE MOUNTED AT INSIDE OF WARDROBE. COORDINATE WITH ELECTRICAL RECEPTACLE MOUNTED AT INSIDE OF WARDROBE. COORDINATE WITH ELECTRICAL DRAWINGS L License #7545 Expiration Date March 16, 2016 LINE OF WALL FACE The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. 7' - 0" 7' - 0" 7' - 0" SECTION AT CMU WALL RIM LOCK WITH 4" WIRE PULL, BRUSHED STAINLESS RIM LOCK WITH 4" WIRE PULL, BRUSHED STAINLESS P RIM LOCK WITH 4" WIRE PULL, BRUSHED STAINLESS L METAL STUD WALL ELECTRIC OUTLET, COORDINATE LOCATIONS WITH ELECTRICAL DRAWINGS CASEWORK - IT CABINET SECTION_ 2 1 1/2" = 1'-0" A-650 3 1 1/2" = 1'-0" CONTINUOUS METAL GROUNDS, TYPICAL CASEWORK - TEACHER'S WARDROBE SECTION_ 1 1/2" = 1'-0" A-650 SECTION AT STUD WALL WIDTH PER PLAN G GENERAL SIGNAGE NOTES: SEE PLAN E NO. BRAILLE, TYP. 2' - 10" SIGN NUMBER, 3/4" TEXT, LEFT JUSTIFY 1/4" RADIUS, TYP. BRAILLE, TYP. 1/4" RADIUS, TYP. 4. SIGNS TO BE MOUNTED WITH ADHESIVE DOUBLE SIDED TAPE. PERIMETER CLEAR SILICONE. ALUMINUM SNAP ON TRIM 5. CHARACTERS FOR SIGNAGE SHALL BE SANS SERIF UPPERCASE RAISED 1/32" AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. TRAY AT MARKER BOARDS, UNO 6. SIGNAGE SHALL BE 0.125" THICK UNFRAMED ACRYLIC PLAQUES WITH RADIUS CORNERS. A-650 6 1/2" = 1'-0" A-650 ADA SIGNAGE DETAILS_ D 12. COLOR TO BE DECIDED BY ARCHITECT DURING THE SUBMITTAL PROCESS. COLOR TO BE SELECTED FROM MANUFACTURER'S STANDARD AND CUSTOM COLORS. 3" = 1'-0" 1ST FLOOR 4 C A-650 2ND FLOOR KEY PLAN MARKER/TACK BOARD DETAILS_ No. 1" = 1'-0" Description CD/BID SUBMISSION B 0' 1' 2' SCALE: 3/4" = 1'-0" 0' 1' SCALE: 1" = 1'-0" 2' 0' 6" 1' SCALE: 1 1/2" = 1'-0" 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Date 1'-4" C 3/02/2016 B 2'-8" A 1 F EXISTING BUILDING 11. ANY SIGNS MOUNTED ON GLASS SHALL BE PROVIDED WITH AN OPAQUE SIGN OF EQUAL SIZE ON THE OPPOSITE SIDE OF THE GLASS TO HIDE THE ADHESIVE. STANDARD TEACHING WALL DETAIL - SMARTBOARD_ G NORTH 10. PICTOGRAMS (GRAPHICS) MUST BE ACCOMPANIED BY EQUAL WRITTEN DESCRIPTION AND BE A MINIMUM OF 6" SQUARE. D H E 7. CHARACTERS AND BACKGROUND SHALL HAVE A MATTE FINISH. 9. CHARACTERS SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. SIGN TYPE A2 NOTE: 1. SEE DETAIL 4 / A-650 5 MARKER / TACK BOARD 8. CHARACTERS SHALL CONTRAST WITH BACKGROUND COLOR. SIGN COPY, 5/8" TEXT, LEFT JUSTIFY SIGN TYPE A1 3. MOUNT ROOM SIGNAGE ON LATCH SIDE OF DOOR UNLESS OTHERWISE SHOWN ON SIGN PLANS. WHERE SPACE ALLOWS, CENTER OF SIGN TO BE 9" FROM EDGE OF DOOR. SIGN NUMBER, 3/8" TEXT, RIGHT JUSTIFY BRAILLE, TYP. 0' - 0 1/2" 2. SIGNAGE LOCATIONS TO BE FIELD VERIFIED FOR AVAILABLE AREA AND MOUNTING CONDITIONS. Project Title: NO. 0' - 0 1/2" 4' - 0" UNO 0' - 0 3/4" 0' - 1 1/4" 0' - 0 1/2" CL 0' - 4 1/4" SIGN NUMBER, 3/4" TEXT, LEFT JUSTIFY COPY 0' - 0 1/2" 0' - 3" 0' - 0 1/2" 0' - 1 1/4" NO. SIGN NUMBER, 3/8" TEXT, RIGHT JUSTIFY 0' - 3" MARKERBOARD 0' - 3" MARKERBOARD CL NO. 0' - 0 1/2" 0' - 6" 4' - 0" SMARTBOARD 0' - 0 1/2" 0' - 0 1/2" 0' - 0 5/8" 0' - 0 3/4" 0' - 6" 0' - 3" 0' - 0 1/2" 0' - 0 3/8" TACK STRIP 0' - 2" 1' - 0" F TACK STRIP 1. SIGNAGE TO COMPLY WITH CURRENT ADA REQUIREMENTS. 0' - 6" 0' - 6" 2' - 10" U.O.N. SHORT-THROW PROJECTOR 36" AFF SEE PLAN VARIES 0' - 0 3/8" SMARTBOARD WIDTH - SEE SPEC. 0' - 0 1/2" VARIES J MISCELLANEOUS DETAILS Proj Arch: GREGORY S. LUKMIRE, AIA Drawn: AP/BH Scale: As indicated AP Dwg. No.: QC: Project No. 13346.03 A-650 A 3/2/2016 10:55:55 PM CASEWORK - STORAGE CABINET A-650 BASE AS SCHEDULED. BASE AS SCHEDULED BASE AS SCHEDULED 1 ELECTRIC OUTLET, COORDINATE LOCATIONS WITH ELEC DWGS. 0' - 2" Prince George's County Public Schools CONTINUOUS 2x FRT WOOD BLOCKING 0' - 2" 0' - 2" 0' - 4" CONTINUOUS 2x FRT WOOD BLOCKING CONTINUOUS 2x FRT WOOD BLOCKING K Owner: H 0' - 4" 0' - 4" 2x FRT WOOD BLOCKING CONTINUOUS TRAY AT MARKER BOARD 6001 Good Luck Road, Riverdale, MD 3/4" PLYWOOD WITH WHITE MELAMINE ON ALL INTERIOR SURFACES 3/4" PLYWOOD WITH WHITE MELAMINE ON ALL INTERIOR SURFACES 3/4" PLYWOOD WITH WHITE MELAMINE ON ALL INTERIOR SURFACES J 3/4" PLYWOOD WOOD VENEER (WD-1) ON ALL EXPOSED SURFACES SECONDARY SCHOOL REFORM MILITARY SCIENCE 3/4" PLYWOOD WITH WOOD VENEER (WD-1) ON ALL EXPOSED SURFACES. PROVIDE GROUNDS IN WALL TO ACCOMODATE MOUNTING. 3/4" PLYWOOD WITH WOOD VENEER (WD-1) ON ALL EXPOSED SURFACES. 3' - 7" LINE OF WALL FACE 3' - 7" LINE OF WALL FACE 4' - 0" K PARKDALE HIGH SCHOOL CONTINUOUS SNAP ON FRAME 6 7 8 9 10 12 11 13 14 15 GENERAL MECHANICAL NOTES P N 1. GENERAL NOTES 8. 1.1. SYMBOLS, ABBREVIATIONS AND MECHANICAL GENERAL NOTES ARE COMPOSITE. ALL SYMBOLS, ABBREVIATIONS AND MECHANICAL NOTES MAY NOT BE USED ON THIS PROJECT. 8.1. 1.2. WORK INDICATED ON THESE DRAWINGS IS DIAGRAMMATIC AND SHOULD NOT BE SCALED TO ESTABLISH LOCATION OF WORK. THE DRAWINGS ARE INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE GENERAL ARRANGEMENTS OF ENGINEERED SYSTEMS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND MAKE ADJUSTMENTS AS NECESSARY TO COMPLETE THE WORK. 1.3. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SERVICES FOR ALL WORK, IN ACCORDANCE WITH PROVISIONS OF THE CONTRACT DOCUMENTS. ALTHOUGH SUCH WORK IS NOT SPECIFICALLY INDICATED, FURNISH AND INSTALL ALL SUPPLEMENTARY OR MISCELLANEOUS ITEMS, APPURTENANCES AND DEVICES INCIDENTAL TO OR NECESSARY FOR A SOUND, SECURE AND COMPLETE INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER. 1.4. IT IS THE INTENTION OF THE CONTRACT DOCUMENTS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, OF FIRST QUALITY AND COMPATIBLE WITH EXISTING SYSTEMS OR MATERIAL WHERE THEY INTERFACE, UNLESS OTHERWISE INDICATED. 1.5. CLEAN UP ALL WASTE AND DEBRIS AT THE END OF EACH WORKING DAY AND AS REQUIRED TO KEEP ALL BUILDING AREAS CLEAN, CLEAR AND UNOBSTRUCTED. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIAL AND SCRAP FROM THE JOB SITE. SEE ARCH. DWGS. FOR WASTE DISPOSAL REQUIREMENTS. 1.6. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL CLEAN THE ENTIRE JOB SITE, INCLUDING ALL NEW AND EXISTING SURFACES OF BUILDING, EQUIPMENT AND SYSTEMS, LEAVING THE AREA THOROUGHLY CLEAN, CLEAR AND READY FOR OCCUPANCY. M 1.7. 1.8. L COORDINATION AND SCHEDULING 2.1. COMPLETELY COORDINATE AND SCHEDULE WORK OF ALL TRADES. CONTRACTOR SHALL COMPENSATE FOR EXISTING CONDITIONS SO THAT CONFLICTS IN SCHEDULING AND LOCATION WILL NOT OCCUR. 2.2. CONTRACTOR IS RESPONSIBLE FOR COMPLETE COORDINATION BETWEEN ALL SUB-CONTRACTORS, SUPPLIERS, GOVERNMENT AUTHORITIES HAVING JURISDICTION, BUILDING PERSONNEL, CODE ENFORCEMENT OFFICIALS, ARCHITECT/ENGINEER AND BUILDING OWNER. CABINETS: MINIMUM 1/2" THICK FOIL-COVERED, CLOSED-CELL FOAM COMPLYING WITH ASTM 1071 AND ATTACHED WITH ADHESIVE COMPLYING ASTM C916. INSULATION AND ADHESIVE SHALL HAVE A COMBINED MAXIMUM FLAME-SPREAD INDEX OF 25 AND SMOKE-DEVELOPED INDEX OF 50 WHEN TESTED ACCORDING TO ASTM E 84 BY A QUALIFIED TESTING AGENCY. 18.3. MOTOR: BRUSHLESS DC/ELECTRICALLY COMMUTATED MOTOR (ECM). SHEET METAL DUCTWORK 18.4. MAIN AND AUXILIARY DRAIN PANS: CORROSION RESISTANT MATERIAL. DRAIN PANS SHALL BE REMOVABLE. 9.1. ALL NEW DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL (UNLESS OTHERWISE INDICATED) AND INSTALLED IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS, 2005 EDITION, 2" PRESSURE CLASS. AUDIBLE LEAKAGE WILL NOT BE ALLOWED. 18.5. RETURN AIR INLET: FRONT TOE SPACE. 18.6. PIPING: ASTM B 88, TYPE L COPPER TUBE WITH WROUGHT=COPPER FITTINGS AND BRAZED JOINTS. ALL NEW DUCTWORK MUST BE FIELD VERIFIED PRIOR TO FABRICATION, PURCHASE, OR INSTALLATION. NO ALLOWANCE WILL BE MADE FOR DUCTWORK THAT IS NOT USED. 18.7. VALVE PACKAGE: 3-WAY MODULATING CONTROL VALVE, BALL VALVE, CIRCUIT SETTER, PT PORT AND STRAINER. CONTRACTOR SHALL REVIEW AND COORDINATE THE INSTALLATION OF NEW SYSTEM(S) AND EQUIPMENT. NO WORK SHALL BE PERFORMED PRIOR TO THE CONTRACTOR OBTAINING EXACT FIELD DIMENSIONS OF EXISTING BUILDINGS, EXISTING CEILINGS, STRUCTURAL OBSTRUCTIONS, EXISTING BUILDING SYSTEMS TO REMAIN, EXISTING FURNITURE TO REMAIN, ETC., WHICH, MAY AFFECT INSTALLATION OF NEW EQUIPMENT OR SYSTEMS. CONTRACTOR'S ATTENTION IS DIRECTED TO THE IMPORTANCE OF PROPER SCHEDULING AND PHASING OF WORK SO AS TO CAUSE MINIMUM DISTURBANCE TO ACTIVITIES IN OTHER AREAS OF THE BUILDING, WHICH WILL REMAIN OCCUPIED THROUGHOUT THE DURATION OF THE CONTRACT. CONTRACTOR'S WORK SCHEDULE SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER. NOTIFY THE OWNER, IN WRITING, AT LEAST SEVEN DAYS IN ADVANCE OF ANY REQUIRED SHUTDOWN OF ANY UTILITY. OBTAIN OWNER'S WRITTEN APPROVAL PRIOR TO SHUTDOWN. FILTER: MERV 8. 18.9. SPACE TEMPERATURE SENSOR: WIRELESS TEMPERATURE SENSOR WITH FACTORY MOUNTED RECEIVER. 9.4. 18.10. OA & RA DAMPERS: GALVANIZED-STEEL BLADES WITH EDGE AND END SEALS AND NYLON BEARING; WITH ELECTRIC ACTUATOR. 18.11. INSULATED FALSE BACK WITH GASKET SEALS ON WALL AND OUTDOOR AIR PLENUM. 19. DUCTLESS MULTI-SPLIT HEATPUMP SYSTEM 19.1. OUTDOOR UNIT: 2 PORT MULTI-SPLIT SYSTEM, INVERTER VARIABLE SPEED COMPRESSOR WITH LOW AMBIENT KIT. 19.2. CEILING CASSETTE INDOOR UNIT: FOUR-WAY CEILING CASSETTE INDOOR UNIT SHALL RECESS INTO THE CEILING AND MOUNT FLUSH. RETURN AIR SHALL BE FILTERED WITH A REMOVAL, WASHABLE FILTER. THE UNIT SHALL INCLUDE A FACTORY INSTALLED CONDENSATE PUMP. THE DRAWINGS ARE SCHEMATIC IN SCOPE AND DO NOT NECESSARILY SHOW THE OFFSETS REQUIRED TO AVOID SUCH THINGS AS NEW PIPES, CONDUITS, STRUCTURAL MEMBERS, ETC. INTERFERENCE WITH THE HERETOFORE MENTIONED SHALL BE CORRECTED AT NO EXTRA COST TO THE OWNER. 9.7. UNLESS OTHERWISE SPECIFIED, DUCTS SHALL BE SUPPORTED WITH STRAP IRON NOT LESS THAN ONE INCH IN WIDTH (1") ON MAXIMUM OF FOUR FOOT (4'-0") CENTERS. 9.8. WHERE TOP OF DUCT IS MORE THAN SIXTEEN INCHES (16") FROM POINT OF SUPPORT, ANGLE IRON SUPPORTS SHALL BE USED WITH ALL-THREAD RODS. 19.3. 9.9. ANGLE IRON SUPPORTS SHALL BE AT EACH PERIMETER JOINT AND AT NOT GREATER THAN SEVEN FOOT SIX INCH (7'-6") CENTERS. DUCTS SHALL BE SUPPORTED TO PREVENT SWAYING. 19.4. REFRIGERANT: R-410A 9.10. SUPPORTS SHALL BE FASTENED TO THE BUILDING STRUCTURE IN AN APPROVED MANNER. 20. CONVECTOR 9.11. DUCT SUPPORTS TO BE SAME MATERIAL AS DUCT. 20.1. CONTRACTOR SHALL FURNISH AND INSTALL CONVECTORS WITH REQUIRED MOUNTING COMPONENTS AND ACCESSORIES TO MEET SIZE, CAPACITY, AND CHARACTERISTICS AS REQUIRED ON THE EQUIPMENT SCHEDULE. 10. FLEXIBLE DUCTWORK 20.2. UNITS SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER IN ACCORDANCE WITH THE SPECIFICATIONS AND MANUFACTURER RECOMMENDATIONS. 10.1. U.L. 181 LISTED, CLASS 1 FLEXIBLE AIR DUCT WITH MINIMUM R-6 INSULATION. 20.3. CONTRACTOR TO COORDINATE WITH ARCHITECT ON CONVECTOR EXTERIOR FINISH AND INLET/OUTLET PERFORATION STYLE PRIOR TO ORDERING. 10.2. SIZE TO MATCH DEVICE NECK, PROVIDE ROUND GALVANIZED STEEL DUCT RUNOUTS TO MAINTAIN MAXIMUM FLEXIBLE DUCT LENGTH OF 6'-0". 10.4. PROVIDE SQUARE TO ROUND ADAPTERS OR BOOTS TO CONNECT TO AIR DEVICE NECK WHEN REQUIRED. CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF THE BUILDING LANDLORD AND PROPERTY MANAGER. 11.1. THERMOSTAT SHALL BE INSTALLED 4'-0" ABOVE FINISHED FLOOR WHERE SHOWN ON PLANS UNLESS NOTED OTHERWISE. 3. CODE, PERMITS AND INSPECTIONS 12. INSTRUCTION AND IDENTIFICATION 3.1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST APPLICABLE CODES, REGULATIONS AND STANDARDS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND SHALL ARRANGE FOR ALL INSPECTIONS BY AUTHORITIES HAVING JURISDICTION. 3.2. APPROVAL AND SIGN-OFF BY ALL AUTHORITIES HAVING JURISDICTION IS REQUIRED AT THE COMPLETION OF PROJECT. SECURE PERMIT AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE PROJECT. WRITTEN INSTRUCTIONS IN A SINGLE BINDER DESCRIBING THE PROPER OPERATION AND MAINTENANCE OF EQUIPMENT AND SYSTEMS SHALL BE PROVIDED TO THE OWNER AT THE COMPLETION OF THE WORK. THE CONTRACTOR SHALL DEMONSTRATE AND INSTRUCT THE OPERATION OF SYSTEMS TO THE OWNER'S REPRESENTATIVE. ALL VALVES, CONTROLS, ETC., SHALL BE PERMANENTLY IDENTIFIED AND LABELED WITH METAL TAGS OR ENGRAVED NAMEPLATES AS APPLICABLE. COORDINATE WITH HVAC ZONE SCHEDULE. 13. CODES AND STANDARDS LISTED ARE MINIMUM STANDARDS. WHERE CONTRACT DOCUMENTS CALL FOR A HIGHER STANDARD, CONTRACT DOCUMENTS WILL TAKE PRECEDENCE OVER ALL REFERENCED CODES AND STANDARDS. IF CONTRACT DOCUMENTS CONFLICT WITH CODES OR STANDARDS, CONTRACTOR SHALL INFORM ARCHITECT/ENGINEER, IN WRITING, PRIOR TO QUOTE. CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS. 3.6. CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF ALL AFFECTED UTILITY COMPANIES. 3.7. CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF ALL AFFECTED UTILITY COMPANIES. 4. WARRANTY: 4.1. ALL WORK SHALL BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS THAT DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD WILL BE REPAIRED BY THE CONTRACTOR, TO THE SATISFACTION OF THE ARCHITECT/ENGINEER AND AT NO ADDITIONAL COST TO THE OWNER. 13.1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER AND SHALL REPAIR OR REPLACE AT NO ADDITIONAL COST THETO OWNER ANY PART THEREOF WHICH MAY BECOME DEFECTIVE DURING THE PERIOD OF GUARANTEE, ORDINARY WEAR AND TEAR EXCEPTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ANY DAMAGES RESULTING FROM OR CAUSED BY DEFECTS IN HIS/HER WORK. 14. PIPING 14.1. THE CONTRACTOR SHALL NOT CORE DRILL CONCRETE SLAB WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE STRUCTURAL ENGINEER AND THE BUILDING OWNER AND SHALL X-RAY PRIOR TO ANY CORE DRILLING. X-RAYING AND CORE DRILLING SHALL BE SCHEDULED WITH THE BUILDING OWNER. 14.2. PROVIDE REFRIGERANT PIPING IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. VERIFY LINE SIZES FOR EQUIPMENT FURNISHED. REFRIGERANT PIPING SHALL BE COPPER TYPE "ACR" WITH FORGED OR WROUGHT COPPER FITTINGS CONFORMING TO ASTM B280 AND COPPER DEVELOPMENT ASSOCIATION STANDARDS. JOINTS SHALL BE MADE WITH SILVER SOLDER SILFOS OR EQUAL. 5. SUBMITTALS 5.1. SUBMIT FOUR SETS OF SHOP DRAWINGS, TO ARCHITECT/ENGINEER AND OBTAIN APPROVAL, PRIOR TO ORDERING OF EQUIPMENT OR MATERIAL AND BEFORE FABRICATION OF COMPONENTS. SUBMITTALS TO BE REVIEWED IN (5) BUSINESS DAYS. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: 5.1.A. DUCT, DUCT INSULATION AND ASSOCIATED ACCESSORIES 14.3. . 15. PIPING SUPPORT 15.1. SUPPORT VERTICAL PIPES AT EACH FLOOR OR VERTICALLY NOT MORE THAN 10 FEET APART. 15.2. SUPPORT HORIZONTAL PIPE AT 10 FEET MAXIMUM INTERVALS. 16. PIPING INSTALLATION 16.1. ALL PIPES SHALL BE INSTALLED IN A NEAT AND ORDERLY APPEARANCE AND FREE FROM CONTACT WITH STRUCTURE OR INSTALLED ITEMS. RUN PIPING PARALLEL TO WALLS AND FLOORS OF BUILDING UNLESS OTHERWISE INDICATED. 5.1.B. AIR DISTRIBUTION DEVICE. 6. RECORD (AS BUILT) DRAWINGS 16.2. 6.1. REPRODUCIBLE RECORD DRAWINGS SHALL BE SUPPLIED BY CONTRACTOR, UPON WHICH CORRECTIONS SHALL BE MADE, TO PROVIDE AN ACCURATE AND COMPLETE RECORD OF THE WORK, AS INSTALLED. ALL DUCTWORK, EQUIPMENT, PIPING AND AIR DISTRIBUTION DEVICES SHALL BE SHOWN AND DIMENSIONED ON THE RECORD DRAWINGS. CONTRACTOR SHALL PROVIDE LASTEST AUTOCAD VERSION AS-BUILT DRAWINGS AT THE COMPLETION OF THE PROJECT. 16.3. 6.2. FULL SIZE AS-BUILT DRAWINGS SHALL BE SUPPLIED AT THE COMPLETION OF THE JOB. 6.3. PROVIDE A COMPLETE SET OF DRAWINGS ON A CD WHEN THE JOB IS COMPLETE. 7. MECHANICAL GENERAL NOTES 7.1. ALL EQUIPMENT TO BE LOCATED IN THE CEILING PLENUM SHALL BE SUITABLE FOR INSTALLATION IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. 7.2. ALL EQUIPMENT (INCLUDING DUCTWORK AND PIPING) SHALL BE SECURELY SUPPORTED FROM THE BUILDING STRUCTURE IN AN APPROVED MANNER. EQUIPMENT SHALL NOT GENERATE NOISE GREATER THAN CATALOG RATINGS. ALL EQUIPMENT AND APPURTENANCES SHALL NOT TRANSMIT NOISE OR VIBRATION TO THE OCCUPIABLE SPACES. 7.3. 7.4. GUARANTEE PIPE HANGERS, SUPPORTS, AND COMPONENTS. GALVANIZED, METAL COATINGS: FOR PIPING AND EQUIPMENT THAT SHALL HAVE FIELD-APPLIED FINISH. NONMETALLIC COATINGS: ON ATTACHMENTS FOR ELECTROLYTIC PROTECTION WHERE ATTACHMENTS ARE IN DIRECT CONTACT WITH COPPER TUBING. THERMAL-HANGER SHIELD INSERTS: 100-PSI MIN. COMPRESSIVE-STRENGTH INSULATION ENCASED IN SHEET METAL SHIELD. MATERIAL FOR COLD PIPING:CASTM 522, TYPE I CELLULAR GLASS OR WATER-REPELLANT TREATED, ASTM C 533, TYPE I CALCIUM SILICATE WITH VAPORBARRIER. 17. INSULATION 17.1. GENERAL REQUIREMENT: INSULATION AND COVERINGS TO BE UL LISTED AND ASTM E84 TESTED WITH FLAME SPREAD AND DEVELOPED SMOKE NOT TO EXCEED INDEX OF 25 & 50 FOR INDOOR INSTALLATION AND INDEX OF 75 & 150 FOR OUTDOOR INSTALLATION. ADHESIVES AND MASTICS TO CARRY SAME RATING. 17.2. GENERAL REQUIREMENT: ALL EXPOSED EDGES OF INSULATION TO BE SEALED AND COATED WITH MASTIC. 17.3. DUCT INSULATION: INSULATE NEW SUPPLY & RETURN AIR DUCTWORK WITH 2" THICK FIBERGLASS DUCT WRAP WITH VAPOR BARRIER IN ACCORDANCE WITH DC MECHANICAL CODE-604. SEAL ALL LONGITUDINAL, TRANSVERSE JOINTS & SEAMS TOGETHER W/STAPLES AND AN APPROVED MASTIC SEALANT. THE USE OF DUCT TAPE IS NOT ACCEPTABLE. (MEDIUM PRESSURE OR LOW PRESSURE DUCTWORK) INSULATION TO BE APPLIED AFTER ALL SHEET METAL DUCT CONNECTIONS HAVE BEEN TAPED AND SEALED AIRTIGHT. SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R-6 INSULATION WHERE LOCATED IN UNCONDITIONED SPACES. DUCTWORK SHALL BE INSTALLED TIGHT TO THE UNDERSIDE OF THE SLAB/DECK UNLESS OTHERWISE NOTED. PROVIDE FIRE SAFING APPROVED BY THE AUTHORITY HAVING JURISDICTION, AROUND ALL PIPING AND DUCTWORK PENETRATIONS THROUGH BUILDING CONSTRUCTION TO MAINTAIN FIRE, SMOKE, AND SOUND RATINGS. CONDENSATE DRAIN PIPING SHALL BE TYPE "M" HARD DRAWN COPPER TUBING WITH COPPER FITTING 18. DUAL DUCT TERMINAL UNIT 7.5. MECHANICAL EQUIPMENT, DUCTWORK, SUPPORTS, AND MATERIALS SHALL BE RELOCATED AS NECESSARY TO ACCOMMODATE INSTALLATION OF LIGHT FIXTURES AND SPRINKLER SYSTEM/PLUMBING PIPING. 18.1 7.6. THE CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS WHERE REQUIRED FOR ACCESS TO EQUIPMENT, VALVES, DAMPERS, CONTROLS, ETC. IN DUCTWORK AND/OR CONCEALED BEHIND FINISHES NOT INTENDED TO BE REMOVED; COORDINATE WITH THE ARCHITECT PRIOR TO ANY INSTALLATION. 18.2 DUAL DENSITY INTERNAL INSULATION, TREATED TO RESIST AIR EROSION. MEETS REQUIREMENTS OF NFPA 90A AND UL 181. PROVIDE WITH STERILOC INTERNAL LINEAR. 18.3 7.7. MECHANICAL CONTRACTOR SHALL PROVIDE ALL MOTOR STARTERS, DISCONNECTS ETC. AS REQUIRED BY THE MECHANICAL EQUIPMENT; THE ELECTRICAL CONTRACTOR SHALL INSTALL AND PROVIDE FINAL CONNECTIONS. WHERE THE MECHANICAL SYSTEMS COME WITH INTEGRAL STARTERS, DISCONNECTS, ETC., THE ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS. DIRECT DIGITAL CONTROL PACKAGE INCLUDES DIRECT DIGITAL CONTROLLER, DAMPER ACTUATORS, AND FLOW TRANSDUCERS. 7.8. STANDARD CONTRUCTION IS 22 GAUGE STEEL HOUSING. MECHANICALLY SEALED AND GASKETED, LEAK RESISTANT CONSTRUCTION. ALL EQUIPMENT MUST BE INSTALLED SUCH THAT FACTORY REQUIRED CLEARANCES FOR SERVICEABILITY ARE MAINTAINED. NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY EQUIPMENT HAVE ACCESS LIMITED BECAUSE OF FIELD CONDITIONS, EQUIPMENT ORIENTATION, ETC. DO NOT INSTALL THIS EQUIPMENT UNTIL THE SITUATION HAS BEEN RESOLVED. N FLEXIBLE DUCT CONNECTOR OR M SUPPLY AIR DUCT TO RISE UP I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. SUPPLY AIR DUCT TO DROP DOWN License #44138 Expiration Date June 09, 2017 RETURN AIR DUCT TO RISE UP The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. RETURN AIR DUCT TO DROP DOWN AF AFF AFMD AHU AI AO APD ARCH ATC AS AIR FILTER ABOVE FINISHED FLOOR AIR FLOW MEASURING DEVICE AIR HANDLING UNIT ANALOG INPUT ANALOG OUTPUT AIR PRESSURE DROP ARCHITECTURAL AUTO TEMPERATURE CONTROL AIR SEPARATOR EXHAUST DUCT TO DROP DOWN SQUARE ELBOW WITH TURNING VANES B BAS BHP BLDG BLW BP BTUH BDD BOILER BUILDING AUTOMATION SYSTEM BRAKE HORSE POWER BUILDING BELOW BOOSTER PUMP BRITISH THERMAL UNIT PER HOUR BACKDRAFT DAMPER CAC CC CFM CH CWP CHWP CO CV CT CONTROL AIR COMPRESSOR COOLING COIL CUBIC FEET PER MINUTE CHILLER CONDENSER WATER PUMP CHILLED WATER PUMP CLEAN OUT CONVERTER COOLING TOWER DB DI DN DO DO DOAS DPS DWG DRY BULB DIGITAL INPUT DOWN DAMPER OPERATOR DIGITAL OUTPUT DEDICATED OUTSIDE AIR UNIT DIFFERENTIAL PRESSURE SWITCH DRAWING EA EAT EF EMCS EQUIP ET ETR EUH EWT EXIST (E) EX EXT EACH ENTERING AIR TEMPERATURE EXHAUST FAN ENERGY MANAGEMENT CONTROL SYSTEM EQUIPMENT EXPANSION TANK EXISTING TO REMAIN ELECTRIC UNIT HEATER ENTERING WATER TEMPERATURE EXISTING EXISTING EXHAUST EXTERNAL F FC FD FL FPM FT FT FTR FZ FAHRENHEIT FAN COIL UNIT FIRE DAMPER FLOOR FEET PER MINUTE FEET FLASH TANK FINNED TUBE RADIATOR FREEZE STAT GALV GPM GALVANIZED GALLONS PER MINUTE HC HP HR HS HR HS HWP HEATING COIL HORSE POWER HOT WATER RETURN HOT WATER SUPPLY HOUR HUMIDITY SENSOR HEATING WATER PUMP IN KW JAN INCH KILOWATT JANITOR LAT LB LF LWT LEAVING AIR TEMPERATURE POUNDS LINEAR FEET LEAVING WATER TEMPERATURE MAX MBH MECH MER MIN MTD MVD MAXIMUM 1000 BTUH MECHANICAL MECHANICAL EQUIPMENT ROOM MINIMUM MOUNTED MANUAL VOLUME DAMPER N NC NC NO NOM No. NTS NEW NOISE CRITERIA NORMALLY CLOSED NORMALLY OPEN NOMINAL NUMBER NOT TO SCALE OA OAT OED OUTSIDE AIR OUTSIDE AIR TEMPERATURE OPEN END DUCT P PD PS PSI PUMP PRESSURE DROP PRESSURE SENSOR POUNDS PER SQUARE INCH (R) RA RAT RF RHC RL RLA RLF RPM RS RTU RELOCATED RETURN AIR RETURN AIR TEMPERATURE RETURN FAN/RELIEF FAN REHEAT COIL REFRIGERANT LIQUID LINE RELIEF AIR RELIEF FAN REVOLUTION PER MINUTE REFRIGERANT SUCTION LINE ROOF TOP UNIT SA SAT SCP SCR SD SF SG SL SOU SIU SR SS STRUC SUPPLY AIR SUPPLY AIR TEMPERATURE STEAM CONDENSATE PUMP SILICON CONTROL RECTIFIER SMOKE DETECTOR SUPPLY FAN STEAM GENERATOR (NON-FIRED) SOUND LINING SPLIT SYSTEM OUTDOOR UNIT SPLIT SYSTEM INDOOR UNIT SUPPLY REGISTER STAINLESS STEEL STRUCTURAL T TF TS TYP TERMINAL TRANSFER FAN TEMPERATURE SENSOR TYPICAL UH UNIT HEATER V VAV VSD VSP VALVE (MOTORIZED) VARIABLE AIR VOLUME VARIABLE SPEED DRIVE VAULT SUMP PUMP W WB WC WPD WTR W/ W/O WMS WATT WET BULB WATER COLUMN WATER PRESSURE DROP WATER WITH WITHOUT WIRE MESH SCREEN L EXHAUST DUCT TO RISE UP TRANSFER DUCT WITH 1" ACOUSTICAL SOUND-LINING. SUPPLY AIR DEVICE RETURN OR EXHAUST AIR DEVICE EXHAUST AIR DEVICE VD DUCTWORK WITH DUCT BRANCH VD DUCTWORK WITH ROUND DUCT TAKE-OFF OPEN END DUCT WITH CAP ROUND DUCT TO RISE UP ROUND DUCT TO DROP DOWN CONTINUATION CEILING SUPPLY AIR DIFFUSER T THERMOSTAT S SWITCH # NEW WORK KEYED DRAWING NOTE # DEMOLITION KEYED DRAWING NOTE J H G F NORTH EXISTING BUILDING POINT OF CONNECTION EQPM-## K E POINT OF DISCONNECTION EQUIPMENT DESIGNATION TAG D AIR DEVICE TAG DIFFUSER TYPE AIR VOLUME IN CFM CD-## CFM NOTE: ALL SYMBOLS MAY NOT APPEAR ON THE DRAWINGS. SHEET NO. M-051 MD-151 M-151 M-651 NOTE: ALL ABBREVIATIONS MAY NOT APPEAR ON THE DRAWINGS. C EXISTING DUCT (1ST DIMENSION INDICATES TOP SHOWN, INSIDE CLEAR DIMENSIONS). RECTANGULAR/SQUARE DUCT TO ROUND DUCT SIZE TRANSITION ABBREVIATIONS 12.1. P DUCTWORK WITH SOUND LINING (DIMENSION INDICATES INSIDE CLEAR DIMENSIONS) 12X10 SPACE THERMOSTAT: BUILT IN ONE TIME OR DAILY TIMER FUNCTIONALITY WITH UP TO 2 TIMERS ACTIONS PER DAY. LCD DISPLAY WITH SELECTABLE AUTO/COOL/HEAT/DRY OPERATION MODES. 10.3. FLEXIBLE DUCT WORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE AND SHALL BE ROUTED SUPPORTED AND WITHOUT FORMING CRIMPS OR OTHER AIRFLOW RESTRICTIONS. 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 DUCT WORK WITH TRANSITION 18.8. 2.7. PERFORM ALL WORK IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: 3.3.A. DISTRICT OF COLUMBIA MECHANICAL CODE: 2012 3.3.B. DISTRICT OF COLUMBIA ENERGY CONSERVATION CODE: 2012 Architecture Planning Interior Design DUCT (1ST DIMENSION INDICATES TOP SHOWN, INSIDE CLEAR DIMENSIONS). 12X10 12X10(E) 9.3. ALL NEW DUCTWORK DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. DUCTWORK SIZES SHALL BEINCREASED TO ACCOMMODATE 1" INTERNAL LINING WHERE INDICATED ON PLANS. CONTROLS 3.5. D 18.2. 11. H E UNIT VENTILATORS CONSISTING OF FINISHED CABINET, FILTER, COOLING COIL, DRAIN PANS, SUPPLY AIR FAN AND MOTOR, AND HYDRONIC COIL FOR TWO PIPE SYSTEM. CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISES AND OBSERVE ALL CONDITIONS AND CIRCUMSTANCES UNDER WHICH THE WORK SHALL BE PERFORMED. NO ALLOWANCES WILL BE MADE FOR ERRORS OR NEGLIGENCE IN THIS RESPECT. 3.4. F 9. UNIT VENTILATOR 18.1. 2.6. 3.3. G 18. 9.6. PROVIDE DOUBLE THICKNESS TURNING VANES IN ALL DUCTWORK ELBOWS (45° & 90°). TURNING VANES COMPLY SHALL WITH SMACNA STANDARDS, 2005 EDITION. 2. 2.5. J IN ADHERENCE WITH THE INTENT OF THESE CONTRACT DOCUMENTS, PROVIDE FINISHED WORK, TESTED AND READY FOR OPERATION. WHEREVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN "FURNISHED, INSTALL, BALANCE, ADJUST AND TEST, COMPLETE AND READY FOR USE". CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTING CONDITIONS AND COORDINATE WITH NEW PIPING, DUCTWORK, LIGHTING AND PROPOSED CEILING HEIGHTS. 2.4. TESTING AND BALANCING 9.5. FLEXIBLE CONNECTIONS SHALL BE PROVIDED BETWEEN THE AIR CONDITIONING UNITS AND THE DUCTS WHICH WITH THEY ARE CONNECTED. 1.9. 2.3. K ALL SPECIFIED EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 17 SYMBOLS PROVIDE ALL NECESSARY ACCESSORIES TO ALLOW FOR PROPER AIR AND WATER BALANCE. UPON COMPLETION OF THE INSTALLATION, ALL AIR AND WATER SYSTEMS SHALL BE ADJUSTED AND BALANCED TO PROVIDE THE AIR AND WATER FLOW RATE INDICATED. CONTRACTOR SHALL PROVIDE VOLUME DAMPERS, SPLITTER DAMPERS AND/OR VOLUME EXTRACTORS AS INDICATED OR REQUIRED FOR BALANCING. BALANCING WORK SHALL PERFORMED BE BY A CERTIFIED BALANCING CONTRACTOR WHO IS A MEMBER IN GOOD STANDING OF AABC, NEBB OR SMACNA. BALANCING WORK SHALL BE IN COMPLIANCE WITH THE STANDARD PROCEDURE MANUAL PUBLISHED BY THE TESTING AND BALANCING ORGANIZATION AFFILIATED WITH THE BALANCING CONTRACTOR. PRIOR TO ACCEPTANCE OF THE WORK, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER ALL APPROPRIATE FIELD DATA ON STANDARD FORMS OF THE TESTING AND BALANCING ORGANIZATION IN ACCORDANCE WITH STANDARD PROCEDURES. 9.2. 16 1ST FLOOR 2ND FLOOR KEY PLAN SHEET TITLE MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES MECHANICAL DUCTWORK DEMO PLAN-1ST FLOOR MECHANICAL DUCTWORK PLAN-1ST FLOOR MECHANICAL SCHEDULE No. 1 2 Description DD/CD/Permit Submission CD/BID SUBMISSION Date C 2/18/2016 3/02/2016 B MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES B Proj Arch: Drawn: Author Scale: Checker Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 M-051 A 3/2/2016 3:56:28 PM 5 Secondary School Reform PSC No. 16.177.15 6001 Good Luck Road, Riverdale, MD Owner: 4 PARKDALE HIGH SCHOOL 3 SECONDARY SCHOOL REFORM MILITARY SCIENCE 2 Project Title: 1 1 2 3 4 5 6 7 8 9 10 12 11 13 14 15 16 17 Architecture Planning Interior Design P 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 P DEMOLITION KEYNOTES N 6 3 T FD FD 16x8 14ø 1 16ø FD 24x12 1. EXISTING DUCTWORK TO REMAIN. (TYPICAL) 2. REMOVE AND REPLACE EXISTING SUPPLY AIR DIFFUSER. (TYPICAL) 3. EXISTING RETURN AIR GRILLE TO REMAIN. 4. REMOVE AND REPLACE THE EXISTING THERMOSTAT. 5. REMOVE AND REPLACE THE DUAL DUCT BOX. N 6 EDV-(E) M M 2 I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. 26x13 License #44138 Expiration Date June 09, 2017 15x7 15x7 The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. 26x18 K ROTC 5 16ø 2 EXTERIOR COURTYARD NIC 14ø STORAGE 5S NIC SECONDARY SCHOOL REFORM MILITARY SCIENCE J 5S 6 EDV-(E) H 26x13 ROTC 7 STORAGE 7S NIC 2 G PARKDALE HIGH SCHOOL EXTERIOR COURTYARD NIC 7S 15x7 15x7 F 9ø E 10ø 26x18 1 Project Title: 1 Secondary School Reform PSC No. 16.177.15 6001 Good Luck Road, Riverdale, MD Owner: L L K J H G F E 2 NORTH EXISTING BUILDING FD TYPE1 D TYPE1 6ø 18x8 AREA OF NEW WORK 7ø D 24x12 FD 3 T 1ST FLOOR 6 CORRIDOR NIC KEY PLAN 264 C No. 1 2 1 2ND FLOOR Description DD/CD/Permit Submission CD/BID SUBMISSION Date C 2/18/2016 3/02/2016 MECHANICAL DEMO 1ST FLOOR PLAN MD-151 SCALE: 1/4" = 1'-0" MECHANICAL DUCTWORK DEMO PLAN-1ST FLOOR Proj Arch: Drawn: Author Scale: Checker Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1/4" = 1'-0" MD-151 A 3/2/2016 3:56:30 PM B B 1 2 3 4 5 6 7 8 9 10 12 11 13 14 15 16 17 Architecture Planning Interior Design P 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 P NEW WORK KEYNOTES FD 7 N 32x24 5 T 16x8 24x12 1 S-1 480CFM CORRIDOR NIC M 16ø 7 263 EXISTING DUCTWORK TO REMAIN. (TYPICAL) 2. PROVIDE NEW SUPPLY DIFFUSER. FOR TYPE AND SIZE REFER TO AIR DEVICE SCHEDULE. TAB CONTRACTOR TO BALANCE DIFFUSER FOR TAGGED CFM. (TYPICAL) 3. TAB CONTRACTOR TO BALANCE TO 1920 CFM. 4. EXISTING RETURN AIR GRILLE TO REMAIN. 5. PROVIDE NEW PROGRAMMABLE THERMOSTAT WITH TAMPER RESISTANT COVER. 6. PROVIDE NEW DUAL DUCT BOX. 7. CONTRACTOR TO CHECK EXISTING FIRE DAMPER AND SERVICE OIL LEAKAGE AND REPLACE FUSEABLE LINK.(TYPICAL) 7 FD 4 FD 1. CORRIDOR NIC 6 EDV-1 3 14ø 263 S-1 480CFM N M 2 I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. 26x13 License #44138 Expiration Date June 09, 2017 L 15x7 16ø 15x7 EXTERIOR COURTYARD NIC The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. EXTERIOR COURTYARD NIC L 1 K S-1 480CFM S-1 480CFM ROTC 2 PARKDALE HIGH SCHOOL 5 14ø STORAGE 5S NIC SECONDARY SCHOOL REFORM MILITARY SCIENCE J 1 12ø 5S 6 EDV-1 3 H 26x13 S-1 480CFM S-1 480CFM 1 2 STORAGE 7S NIC G 7S 15x7 15x7 ROTC 7 F 9ø EXTERIOR COURTYARD NIC 10ø 26x18 S-1 480CFM S-1 480CFM Project Title: EXTERIOR COURTYARD NIC Secondary School Reform PSC No. 16.177.15 6001 Good Luck Road, Riverdale, MD Owner: 26x18 K J H G F 2 E E NORTH EXISTING BUILDING FD 7 AREA OF NEW WORK TYPE1 D 7ø 18x8 TYPE1 D 7 24x12 FD 6ø 4 T 1ST FLOOR 5 2ND FLOOR KEY PLAN C No. 1 2 1 M-151 Description Date DD/CD/Permit Submission CD/BID SUBMISSION C 2/18/2016 3/02/2016 FIRST FLOOR DUCTWORK PLAN - MECHANICAL SCALE: 1/4" = 1'-0" MECHANICAL DUCTWORK PLAN-1ST FLOOR Proj Arch: Drawn: Author Scale: Checker Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1/4" = 1'-0" M-151 A 3/2/2016 3:56:29 PM B B 1 2 3 4 5 6 7 8 9 10 12 11 13 14 15 16 17 Architecture Planning Interior Design P 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 P N N M M I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. License #44138 Expiration Date June 09, 2017 L SECONDARY SCHOOL REFORM MILITARY SCIENCE J H DUAL DUCT TERMINAL UNIT SCHEDULE G ROTC‐5 CLASSROOM TOTAL CFM CAPACITY 2000 ROTC‐6 CLASSROOM 2000 ROOM TAG LOCATION 12 PRIMARY AIRFLOW (CFM) 1425 12 1426 PRIMARY INLET (IN) BASIS OF DESIGN VENTILATION INLET (IN) VENTILATION (CFM) NOISE CRITERIA MIN STATIC PRESSURE DROP MANUFACTURER MODEL 4 575 575 0.01 TITUS DEDV 1,2,3. 8 574 574 0.01 TITUS DEDV 1,2,3. REMARKS Project Title: NOTES: 1. DIRECT DIGITAL CONTROL PACKAGE SUPPLIED BY TITUS INCLUDES DIRECT DIGITAL CONTROLLER, DAMPER ACTUATORS, AND FLOW TRANSDUCERS (ALL TESTED AND CALIBRATED.) ROOM SENSOR IS OPTIONAL. 2. MULTIPOINT CENTER AVERAGING INLET VELOCITY SENSOR. PLACEMENT MUST BE SPECIFIED BASED ON CONTROL SEQUENCE. 3. MIN ∆PS IS THE STATIC PRESSURE DROP FROM THE UNIT INLET TO THE UNIT OUTLET WITH PRIMARY DAMPER FULL OPEN. F AIR DEVICE SCHEDULE E UNIT TAG SERVICE S‐1 SUPPLY CFM RANGE MAX SP (IN WG) MAX NC NECK SIZE (IN) 0‐480 0.02 <10 14 SIZE DEVICE TYPE 24X24 CEILING DIFFUSER BASIS OF DESIGN MANUFACTURER MODEL TITUS TMS PARKDALE HIGH SCHOOL K REMARKS Secondary School Reform PSC No. 16.177.15 6001 Good Luck Road, Riverdale, MD Owner: The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. L K J H G F 1,2,3. E NOTES: 1. ALL SUPPLY DIFFUSERS SHALL BE PROVIDED WITH ADJUSTABLE PATTERN FOR VERTICAL AND HORIZONTAL DISCHARGE. 2. DIFFUSER SHALL BE CONSTRUCTED OF 24 GAUGE STEEL. 3. DIFFUSER SHALL BE TESTED IN ACCORDANCE WITH ANSI/ASHRAE STANDARD 70‐1991. NORTH EXISTING BUILDING D D 1ST FLOOR 2ND FLOOR KEY PLAN C No. 1 2 Description DD/CD/Permit Submission CD/BID SUBMISSION Date C 2/18/2016 3/02/2016 MECHANICAL SCHEDULE Proj Arch: Drawn: Author Scale: Checker Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 12" = 1'-0" M-651 A 3/2/2016 3:56:29 PM B B 6 7 8 9 10 GENERAL PLUMBING NOTES P ALL WORK SHALL BE IN ACCORDANCE WITH THE 2015 WSSC PLUMBING CODE AND THE AUTHORITY HAVING JURISDICTION. 2. CONTRACTOR SHALL FIELD VERIFY SIZES AND LOCATIONS OF EXISTING PIPES AND EQUIPMENT PRIOR TO STARING WORK. 3. PROVIDE ISOLATION VALVES OR SERVICE STOPS FOR ALL PLUMBING FIXTURES. 4. ALL WORK SHALL BE COORDINATED WITH ALL TRADES PRIOR TO INSTALLATION. COORDINATE PIPING INSTALLATION WITH NEW PARTITIONS AND CEILING HEIGHTS. WORK REQUIRED BELOW THE RENOVATED SPACE OR WITHIN A SPACE OCCUPIED BY A DIFFERENT TENANT SHALL BE COORDINATED AND SCHEDULED WITH OWNER/LANDLORD PRIOR TO START OF WORK. N 6. ALL SANITARY DRAINAGE PIPING 3" AND LARGER SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 1/8" FALL PER 1'-0" OF RUN OTHERWISE NOTED. 7. ALL SANITARY DRAINAGE PIPING 2" AND LESS SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 1/4" FALL PER 1'-0" OF RUN OTHERWISE NOTED. 8. ALL STORM DRAINAGE PIPE SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 1/8" FALL PER 1'-0" OF RUN OTHERWISE NOTED. 9. TEST HOT AND COLD WATER PIPING HYDROSTATICALLY AT PRESSURE OF 100 P.S.I. FOR A PERIOD OF (4) HOURS WITHOUT EVIDENCE OF PRESSURE LOSS 10. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS. 11. MAKE FINAL CONNECTIONS AFTER FIXTURES AND EQUIPMENT ARE SET IN PLACE. ALL REQUIRED TRIM, FAUCETS AND MINOR ITEMS NECESSARY FOR A COMPLETE FUNCTIONING INSTALLATION, SUCH AS STRAINERS, TRAPS, TAILPIECES, ESCUTCHEONS, ETC., SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH EQUIPMENT REQUIREMENTS. ALL FAUCETS TO BE HEAVILY CHROME-PLATED.. M 12. TEST PIPING PRIOR TO INSTALLATION OF PIPE INSTALLATION. REMAKE ANY LEAKING JOINTS AND RETEST. "STOP LEAK" ADDITIVES SHALL NOT BE PERMITTED. 13. AFTER FINAL TESTING FOR LEAKS, ALL NEW POTABLE WATER LINES SHALL BE THOROUGHLY FLUSHED BY THE PLUMBING CONTRACTOR TO REMOVE FOREIGN MATERIAL. BEFORE PLACING THE SYSTEM IN SERVICE, CONTRACTOR SHALL ENGAGE A QUALIFIED SERVICE ORGANIZATION TO STERILIZE THE NEW WATER LINES IN ACCORDANCE WITH APPLICABLE REGULATIONS. A CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED TO THE OWNER. 14. SUBMIT OPERATING AND MAINTENANCE MANUALS AND WARRANTY CERTIFICATES TO OWNER. 15. THE CONTRACTOR SHALL NOT CORE DRILL CONCRETE SLABS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE STRUCTURAL ENGINEER AND THE BUILDING OWNER AND SHALL X-RAY PRIOR TO ANY CORE DRILLING. X-RAYING AND CORE DRILLING SLABS SHALL BE SCHEDULED WITH THE BUILDING OWNER, INCLUDE COSTS OF X-RAYING IN BID. 16. CONTRACTOR ASSUMES RESPONSIBILITY FOR PROPER ARRANGEMENT OF PIPE, FIXTURES, ETC TO CONNECT APPROVED EQUIPMENT IN A PROPER AND APPROVED MANNER. CONTRACTOR SHALL FOLLOW EQUIPMENT MANUFACTURER'S DETAILED INSTRUCTIONS AND THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH ALL WORK. NO EQUIPMENT INSTALLATION OR CONNECTIONS SHALL BE MADE IN A MANNER THAT VOIDS THE MANUFACTURER'S WARRANTY. L 17. WATER HAMMER ARRESTERS SHALL BE INSTALLED IN FRONT OF ALL QUICK CLOSING VALVES SUCH AS MECHANICAL EQUIPMENT AND AUTOMATIC CLOTHES WASHERS. 18. CONTRACTOR SHALL REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS AND CUT SHEETS AS REQUIRED FOR INSTALLATION OF EQUIPMENT. 19. ALL FLOOR DRAIN TRAP SEALS SHALL BE MAINTAINED BY AN APPROVED TRAP PRIMER. GENERAL PLUMBING DEMOLITION NOTES K 1. WHERE EXISTING PLUMBING FIXTURES ARE INDICATED TO BE REMOVED, REMOVE EXISTING FIXTURE, TRIM, AND ALL ASSOCIATED PIPING AND HARDWARE. REMOVE SERVICE BRANCHES BACK TO NEAREST MAIN AND CAP. DEAD LEGS SHALL NOT EXCEED 2'-0" IN LENGTH. 2. CONDITION. WHERE DEMOLITION WOULD AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH DEMOLITION 4. ALL REMOVED FIXTURES AND TRIM SHALL REMAIN THE PROPERTY OF THE OWNER AND THE CONTRACTOR SHALL STORE ON SITE OR REMOVE FROM SITE SAID FIXTURES AS DIRECTED BY THE OWNER. 5. J AAV ABV AD ADA AFF AP ARCH ASME AIR ADMITTANCE VALVE ABOVE AREA DRAIN AMERICAN DISABILITY ACT ABOVE FINISHED FLOOR ACCESS PANEL ARCHITECTURAL AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASPE ASSE AMERICAN SOCIETY OF PLUMBING ENGINEERS AMERICAN SOCIETY OF SANITARY ENGINEERS BLDG BLW BTU BTUH BV BUILDING BELOW BRITISH THERMAL UNIT BRITISH THERMAL UNIT PER HOUR BACKWATER VALVE CFM CLG CO CONT CW CUBIC FEET PER MINUTE CEILING CLEANOUTS CONTINUATION COLD WATER DFU DIA DMR DN DWG DWH DRAINAGE FIXTURE UNIT DIAMETER DISTRIBUTED METER ROOM DOWN DRAWING DOMESTIC WATER HEATER E EA EQUIP ET ER EXISTING EACH EQUIPMENT EXPANSION TANK EXISTING TO REMAIN F FD FL FS FT FM WATER FILTER FLOOR DRAIN FLOOR FLOW SWITCH FEET FORCE MAIN GAL GD GCO GPM GALLON GARBAGE DISPOSAL GRADE CLEANOUTS GALLONS PER MINUTE HDPE HP HW HWR HPCW HWSH HIGH DENSITY POLYETHYLENE HORSE POWER HOT WATER SUPPLY HOT WATER RETURN HIGH PRESSURE COLD WATER HOT WATER STORAGE/HEATER THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION REQUIRED WITH SYSTEMS THAT MUST REMAIN IN SERVICE DURING CONSTRUCTION .WHERE SYSTEMS MUST REMAIN IN SERVICE DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE MEANS AND METHODS OF ISOLATING THE SYSTEMS TO BE REMOVED WITH THE SYSTEMS TO REMAIN IN SERVICE. MEANS AND METHODS SHALL INCLUDE TEMPORARY CAPS AND ISOLATION VALVES. IN INV W H G F MAXIMUM THOUSAND BTU PER HOUR MECHANICAL MANUFACTURER MINIMUM MOUNTED N NIC NO. NC NO NEW NOT IN CONTRACT NUMBER NORMALLY CLOSED NORMALLY OPEN OSD OPEN SITE DRAIN P PDI PH PRV PSI PUMP PLUMBING DRAIN INSTITUTE PHASE (ELECTRICAL) PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH REF RD RPM RWC REFRIGERATOR ROOF DRAIN REVOLUTIONS PER MINUTE RAIN WATER CONDUCTOR SA SAN SF SFU SS ST STRUC SHOCK ABSORBER SANITARY/WASTE PIPE SQUARE FEET SUPPLY FIXTURE UNIT STAINLESS STEEL STORM WATER STRUCTURAL TEMP TMV TP TW TYP TEMPERATURE THERMOSTATIC MIXING VALVE TRAP PRIMER TUBE TEMPERED WATER TYPICAL UR URINAL VTR VENT THRU ROOF W WC WCO WM WTR W/ W/O WATT WATER CLOSET WALL CLEANOUTS WATER METER WATER WITH WITHOUT 17 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 EXISTING CW P EXISTING HW EXISTING HWR S SANITARY WATER RISER DESIGNATION 1 G EXISTING GAS N EXISTING SAN ST EXISTING VENT STORM RISER DESIGNATION 1 ST G EXISTING STORM DEMOLITION CW GAS RISER DESIGNATION 1 DEMOLITION HW EQPM 1 DEMOLITION HWR EQUIPMENT DESIGNATION DEMOLITION GAS G DEMOLITION SAN REVISION NUMBER 1 M DEMOLITION VENT ST POINT OF DEMOLITION DEMOLITION STORM NEW CW POINT OF CONNECTION NEW HW X" PIPE SIZE X" PIPE SIZE/NOTE I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. NEW HWR G NEW GAS License #44138 NEW SAN 2 NEW VENT DETAIL NUMBER P2.01 WHERE THE DETAIL IS DRAWN 2 DETAIL NUMBER ST NEW STORM ST NEW STORM BELOW GROUND ID INDIRECT DRAINAGE PIPE TP TRAP PRIMER TUBE The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. PIPE VALVES AND ACCESSORIES WHERE THE DETAIL IS DRAWN P1.01 P2.01 Expiration Date June 09, 2017 NEW SAN BELOW GROUND DETAIL ANNOTATIONS WHERE THE DETAIL REFERENCED REDUCED PRESSURE ZONE BACKFLOW PREVENTER(ASSE1013) DRAINS AD FD ORD RD LOW PRESSURE COLD WATER MAX MBH MECH MFR MIN MTD 16 Architecture Planning Interior Design DOMESTIC WATER RISER DESIGNATION 1 KILOWATT LPCW 15 PIPE REPRESENTATION ANNOTATIONS INCH INVERT KW 14 PLUMBING SYMBOLS DEMOLITION SHALL BE PERFORMED IN SUCH A MANNER THAT WILL NOT DAMAGE ADJOINING SURFACES OR EQUIPMENT INDICATED TO REMAIN.WHERE SURFACES MUST BE REMOVED TO COMPLETE DEMOLITION, THE CONTRACTOR SHALL REPLACE AND REPAIR THE SURFACES BACK TO THE ORIGINAL 3. 13 ABBREVIATIONS 1. 5. 12 11 BALL VALVE CHECK VALVE AREA DRAIN DOUBLE CHECK VALVE BACKFLOW PREVENTER (ASSE 1015,1048) FLOOR DRAIN SOLENOID VALVE OVER FLOW ROOF DRAIN ROOF DRAIN PRESSURE REDUCING VALVE GD GARAGE DRAIN FCO FLOOR CLEAN OUT FS TD OSD GATE VALVE THERMOSTATIC MIXING VALVE PLUG VALVE FLOOR SINK DRAIN BALANCING VALVE TRENCH DRAIN VACCUM RELIEF VALVE OPEN SITE DRAIN FUNNEL FLOOR DRAIN BACKFLOW PREVENTER (ASSE 1024) PUMP MISCELLANEOUS A WATER HAMMER ARRESTOR CO HORIZONTAL CLEANOUT WH WALL HYDRANT HB GM PRESSURE GAUGE THERMOMETER GAUGE HOSE BIB A GAS METER M WATER METER F WATER FILTER AQUASTAT VALVE STRAINER VACCUM BREAKER PIPE FITTINGS TEMPERATURE AND PRESSURE RELIEF VALVE REDUCER/INCREASER TP TRAP PRIMER CAPPED CONNECTION PIPE UNION DIRT LEG ELBOW TURNED UP BREAK PIPE BELOW ELBOW TURNED DOWN TEE UP TEE DOWN L K J Owner 5 Secondary School Reform PSC No. 16.177.15 6001 Good Luck Road, Riverdale, MD Owner: 4 PARKDALE HIGH SCHOOL 3 SECONDARY SCHOOL REFORM MILITARY SCIENCE 2 Project Title: 1 H G F SHUT-OFF VALVE IN RISER E E NOTE: ALL SYMBOLS MAY NOT APPEAR ON THE DRAWINGS. NORTH EXISTING BUILDING NOTE: ALL ABBREVIATIONS MAY NOT APPEAR ON THE DRAWINGS. D D DESIGN CRITERIA 2015 2015 2015 2015 2015 INTERNATIONAL BUILDING CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL MECHANICAL CODE INTERNATIONAL FUEL GAS CODE WSSC PLUMBING CODE SHEET LIST Sheet Number P051 PD150 AND LOCAL PRINCE GEORGE COUNTY PLUMBING REGULATIONS 1ST FLOOR Sheet Name PLUMBING LEGENDS, ABBREVIATIONS, AND NOTES PLUMBING DEMO WORK - 1ST FLOOR 2ND FLOOR KEY PLAN C No. 1 2 Description DD/CD/Permit Submission CD/BID SUBMISSION Date C 2/18/2016 3/02/2016 PLUMBING LEGENDS, ABBREVIATIONS, AND NOTES Proj Arch: Drawn: Author Scale: MRR Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1/8" = 1'-0" P051 A 3/2/2016 3:53:18 PM B B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design P 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 DEMOLITION KEY NOTES P 1. REMOVE EXISTING DOUBLE COMPARTMENT SINK, FAUCET, TRAP AND STOP VALVES AND OTHER ASSOCIATES APPURTENANCES, GAS OUTLET WITH SHUT-OFF COCK. 2. CAP COLD AND HOT WATER PIPES BACK TO MAIN, CAP SANITARY AND VENT PIPES BACK TO MAIN LINES, THE GAS LINE SHALL BE REMOVED AND CAPPED AS CLOSE AS POSSIBLE TO THE MAIN. N N 3. DEMOLISH THE FD AND CAP THE OPEN PIPE BELOW FLOOR SLAB. M M I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. License #44138 Expiration Date June 09, 2017 L 1 2 1 5 SECONDARY SCHOOL REFORM MILITARY SCIENCE J 3 STORAGE 5S NIC H EXTERIOR COURTYARD NIC G STORAGE 7S NIC F Project Title: 3 ROTC 7 2 L K J Owner ROTC 2 Secondary School Reform PSC No. 16.177.15 6001 Good Luck Road, Riverdale, MD Owner: K PARKDALE HIGH SCHOOL The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. H G F 1 E E EXTERIOR COURTYARD NIC NORTH 2 1 EXISTING BUILDING AREA OF NEW WORK D 1ST FLOOR D 2ND FLOOR KEY PLAN C No. 1 2 B PD150 DD/CD/Permit Submission CD/BID SUBMISSION Date C 2/18/2016 3/02/2016 PLUMBING DEMO WORK - 1ST FLOOR B SCALE: NOT TO SCALE PLUMBING DEMO WORK - 1ST FLOOR Proj Arch: Drawn: Author Scale: MRR Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 As indicated PD150 A 3/2/2016 3:53:23 PM 1 Description 3 4 5 6 7 ELECTRICAL GENERAL NOTES 8 9 10 12 11 13 14 15 17 Architecture Planning Interior Design ABBREVIATIONS ELECTRICAL SYMBOLS LIST ELECTRICAL GENERAL DEMOLITION NOTES (NOTE : ALL ABBREVIATIONS MAY NOT APPEAR ON THE DRAWINGS.) (STANDARD SYMBOLS ONLY, ALL SYMBOLS MAY NOT BE APPLICABLE TO THIS PROJECT) P 16 I. GENERAL: 2. ELECTRICAL SYSTEMS SHALL BE GROUNDED PER ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 3. CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION AND PRIOR TO COMPLETION OF CONSTRUCTION TO ALLOW SUFFICIENT TIME FOR COORDINATION OF EXISTING BUILDING ACTIVITIES WITH THE CONSTRUCTION WORK. 4. THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST, ANY LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS IN ADDITION TO CONTRACT DOCUMENTS IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, INDICATED AND/OR SPECIFIED. 6. ALL MATERIALS AND WORK SHALL BE ACCORDING TO PROJECT SPECIFICATIONS. 7. NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION IS NECESSARY. PROVIDE THE NUMBER AND SIZE AS NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM WHETHER SPECIFICALLY INDICATED ON PLAN OR NOT. PROVIDE ACCESS PANELS FOR ALL INACCESSIBLE JUNCTION BOXES AS REQUIRED BY THE N.E.C. 9. CONTRACTOR TO COORDINATE ELECTRICAL WORK TO AVOID INTERFERENCE BETWEEN ALL TRADES. A. DETERMINE INTERFERENCE BEFORE WORK IS FABRICATED OR INSTALLED. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH ALL DETAILS OF WORK AND WORKING CONDITIONS AND COORDINATE WORK DURING PRELIMINARY STAGES TO ENSURE ACTUAL ERECTION WILL PROCEED WITHOUT INTERFERENCE. COORDINATION IS OF PARAMOUNT IMPORTANCE AND NO REQUESTS FOR ADDITIONAL PAYMENT WILL BE CONSIDERED WHERE REQUEST IS BASED ON INTERFERENCE. C. D. E. F. D. / WHERE JOB CONDITIONS REQUIRE REASONABLE DEVIATIONS FROM CONTRACT DOCUMENTS, MAKE DEVIATIONS WITHOUT ADDITIONAL COST TO OWNER, AFTER OBTAINING APPROVAL OF ARCHITECT. PROVIDE MAXIMUM PRACTICAL SPACE FOR OPERATION, REPAIR, REMOVAL, AND TESTING OF ELECTRICAL EQUIPMENT. DEVIATIONS MAY BE MADE TO PROVIDE REQUIRED ACCESSIBILITY PROVIDED THEY ARE APPROVED BY THE OWNERS OR THE ARCHITECTS. KEEP CONDUITS, WIRE WAYS AND SIMILAR ITEMS AS CLOSE AS POSSIBLE TO CEILING, WALLS AND COLUMNS IN ORDER TO TAKE UP MINIMUM AMOUNT OF SPACE. ALL WORK TO BE IN STALLED IN A NEAT AND WORK MAN LIKEMANNER. WALL-MOUNTED SIMPLEX/DUPLEX/QUAD RECEPTACLE. 20A/125V/2P/3W (GROUNDED) NEMA 5-20R. / ALL COMPONENTS ASSOCIATED WITH SYSTEMS AND EQUIPMENT TO BE REMOVED OR RELOCATED MAY NOT BE SPECIFICALLY INDICATED. REMOVE ALL ASSOCIATED ELECTRICAL COMPONENTS, HANGERS, WIRING, CABLING, CONDUIT, BOXES, DEVICES AND ALL OTHER ITEMS RELATED TO EQUIPMENT AND MATERIALS WHICH ARE INDICATED TO BE REMOVED OR RELOCATED. REMOVE ALL WIRING/CONDUIT BACK TO THE SOURCE IN EXISTING CIRCUITS WHICH ARE BEING DEMOLISHED. UNLESS SPECIFICALLY INDICATED, NO EQUIPMENT, MATERIALS OR ASSOCIATED COMPONENTS SHALL BE ABANDONED IN PLACE. GFI WP / WALL/FLOOR MOUNTED SPECIAL PURPOSE OUTLET / FLUSH MOUNTED COMBINATION DUPLEX/QUADRUPLEX POWER AND TELE-DATA-AV POKE THRU OUTLET. COORDINATE POKE THRU FINISH, EXACT LOCATION AND REQUIREMENTS WITH ARCHITECT AND COMMUNICATION VENDOR. CR : INDICATES RECEPTACLE FOR CRITICAL POWER / RECESSED CEILING MOUNTED DUPLEX OR QUAD NEMA 5-20R RECEPTACLE: 20A/125V/2P/3W / WALL-MOUNTED DUPLEX OR QUADRUPLEX TAMPER PROOF RECEPTACLE. 20A/125V/2P/3W (GROUNDED) NEMA 5-20R. II. DISPOSAL OF DEMOLITION: CONTRACTOR SHALL CLEAN THE PROJECT SITE AT THE END OF EACH WORKING DAY. CONTRACTOR SHALL NOTIFY BUILDING OWNER PRIOR TO DISPOSAL OF ALL DEMOLISHED MATERIALS TO ALLOW THE OWNER TO SALVAGE ANY USABLE MATERIALS. AFTER INSPECTING FROM THE OWNER'S REPRESENTATIVE ALL UNUSED MATERIALS SHALL BE REMOVED FROM THE JOB SITE WITH DISPOSAL IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS AND REGULATIONS. III. PROTECTION: A. SINGLE POLE TOGGLE SWITCH PROTECT FROM DAMAGE ALL EXISTING WORK TO REMAIN. ANY EXISTING TO REMAIN OR EXISTING TO BE RELOCATED MATERIALS AND EQUIPMENT DAMAGED DURING THE COURSE OF THE WORK SHALL BE REPLACED WITH MATERIALS AND EQUIPMENT CONFORMING TO THESE SPECIFICATIONS AT NO ADDITIONAL COST TO THE OWNER. CARE MUST TAKEN IN REMOVING ALL EXISTING MATERIALS. B. C. 3-WAY LIGHTING SWITCH 3 DUAL SWITCH (50% STEP DIMMING BALLAST) 3-WAY DUAL SWITCH (50% STEP DIMMING BALLAST) 3 3 IV. TERMINATION AND PATCHING: A. DUAL SWITCH (50% STEP DIMMING BALLAST) AND MOMENTARY CONTACT SWITCH DMS DISCONNECT EXISTING TO BE REMOVED OR EXISTING TO BE RELOCATED CONDUIT, WIRING, CABLING, AND EQUIPMENT FROM EXISTING TO REMAIN POINT INDICATED. IF NOT INDICATED ON THE PLANS, VERIFY WITH THE DESIGN ENGINEERS OR BUILDING OWNER'S REPRESENTATIVE PRIOR TO DISCONNECTION. DIMMER SWITCH D THE CONTINUITY OF ALL EXISTING CONDUITS AND FEEDERS SERVICING AREAS TO REMAIN SHALL BE MAINTAINED. MODIFY THE EXISTING CIRCUITS IF REQUIRED IN ORDER TO MAINTAIN THE EXISTING CIRCUITRY. 2 MS / MS J / J / J MD S / S 20 #12 0-102 120 20 #10 HORSE POWER IG IT INTERRUPTER ISOLATED GROUND INFORMATION TECHNOLOGY CEILING/WALL/FLOOR MOUNTED JUNCTION BOX MD : INDICATES MOTORIZED DAMPER HD : INDICATES HAND DRYER S.N. SM SOW SWBD SOLID NEUTRAL MOTOR THERMAL SWITCH CONTROL SCOPE OF WORK SWITCHBOARD TEL. T, XFMR TYP TELEPHONE TRANSFORMER TYPICAL COMBINATION STARTER DISCONNECT SWITCH. TOP NUMBER INDICATES SWITCH RATING. BOTTOM NUMBER INDICATES FUSED RATING. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E6.1 FOR SIZE. V VOLTS W WAP WP WATTS WIRELESS ACCESS POINT WEATHERPROOF M MOTOR - SEE FLOOR PLANS AND MECHANICAL SCHEDULE FOR RATING T DRY TYPE TRANSFORMER, SEE FLOOR PLANS AND POWER RISER FOR SIZE Expiration Date November 21, 2017 The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. RELOCATED AT NEW LOCATION REMOVE AND RELOCATE 60 45 I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. License #29435 R RR UNIT HEATER UNLESS OTHERWISE NOTED M 480/277V ELECTRICAL PANEL X HOMERUN TO DESIGNATED PANEL "X". THE TEXT DENOTES PANELBOARD AND CIRCUIT NUMBERS. SLASHES INDICATE NUMBER OF AWG CONDUCTORS IN CONDUIT Military Science - Sheets - List ( ) DENOTES SEPARATE EQUIPMENT GROUND WIRE. WIRING SHOWN WITHOUT ANY SLASH MARKS SHALL INCLUDE 2#12 AWG + 1#12 AWG G IN 3/4" EMT. PROVIDE EACH HOMERUN WITH A DEDICATED NEUTRAL CONDUCTOR. 2 Sheet Number E-051 E-052 E-054 ED-251 E-251 E-151 E-651 E-751 / 2 KEYED DRAWING NOTE SPLIT CIRCUIT W/ W WIRE SIZE (AWG TYP.) 120 HP FLOOR MOUNTED DUPLEX OR QUAD RECEPTACLE. CR : INDICATES RECEPTACLE FOR CRITICAL POWER : INDICATES A BI-LEVEL SWITCH UNDERGROUND OR PLATFORM WIRING/CONDUIT 0-66 GROUND GROUND FAULT INTERRUPTER GROUND N 120/208V ELECTRICAL PANEL DEPENDING ON BRANCH CIRCUIT RUN LENGTH FROM PANELBOARD TO THE LAST DEVICE ON THE BRANCH CIRCUIT, THE CONTRACTOR SHALL INCREASE THE BRANCH CIRCUIT WIRE SIZE AS PER THE TABLE BELOW. F G, GND GFI GND U.H. U.O.N. 120V BRANCH CIRCUIT WIRING CONDUCTOR SIZE AMPACITY (A) FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM CONTROL PANEL FIRE ALARM TERMINAL CABINET FULL LOAD AMPS POLE PHASE PANEL WALL/CEILING-MOUNTED SPEAKER. 15. COORDINATE WITH ARCHITECTURAL CASEWORK DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. VOLTAGE (V) FAAP FACP FATC F.L.A. FUSIBLE DISCONNECT SWITCH. TOP NUMBER INDICATES SWITCH RATING. BOTTOM NUMBER INDICATES FUSED RATING. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E6.1 FOR SIZE. 14. FOR ALL GENERATOR SYSTEMS CONTRACTOR TO PROVIDE BRANCH CIRCUIT WIRING AND CONDUITS FOR ALL ASSOCIATED EQUIPMENT AND ACCESSORIES INCLUDING BUT NOT LIMITED TO BLOCK HEATERS, STRIP HEATERS, BATTERY CHARGER AND CONTROL SYSTEMS AS REQUIRED BY CONTRACT DOCUMENTS AND MANUFACTURERS REQUIREMENTS. LENGTH (FEET) EXISTING TO REMAIN EQUIPMENT GROUND DEVICE ON EMERGENCY CIRCUIT ELECTRICAL METALLIC TUBING ELECTRIC WATER COOLER ELECTRIC WATER HEATER 60 45 13. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL, PLUMBING AND OTHER TRADES TO PROVIDE ALL EQUIPMENT ASSOCIATED WITH THEIR RESPECTIVE TRADES WITH NECESSARY WIRING AND CONDUIT INFRASTRUCTURE FOR ALL SENSORS, AND CONTROL SYSTEMS AS REQUIRED. G E, EX EG EM EMT EWC EWH P PH PNL : INDICATES A BI-LEVEL SWITCH NON-FUSIBLE DISCONNECT SWITCH. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E601 FOR SIZE. 12. ALL NEW SLAB PENETRATIONS MUST BE X-RAYED OR RADAR PRIOR TO CORE DRILLING. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO ANY CORE DRILLING. EXISTING TO BE DEMOLISHED DISCONNECT SWITCH DISTRIBUTION PANEL DRAWING NEW NATIONAL ELECTRICAL CODE NON FUSED NOT TO SCALE WALL/CEILING MOUNTED VACANCY SENSOR SWITCH (DUAL TECHNOLOGY SENSOR). PROVIDE TIME SETTING FOR 20 MINUTES OR AS DIRECTED BY ARCHITECT AND OWNER. / HD D DISCSW DP DWG N NEC NF NTS 2 PROVIDE ACCESS TO AND CLEARANCES AROUND ELECTRICAL EQUIPMENT AS REQUIRED BY THE N.E.C. CONDUIT CIRCUIT BREAKER CONDENSATE PUMP MAIN CIRCUIT BREAKER MOTORIZED DAMPER MAIN LUGS ONLY MAIN DISTRIBUTION PANEL WALL/CEILING MOUNTED OCCUPANCY SENSOR SWITCH (DUAL TECHNOLOGY SENSOR). PROVIDE TIME SETTING FOR 20 MINUTES OR AS DIRECTED BY ARCHITECT AND OWNER. VS / VS C CB CP MCB MD MLO MDP 2 2 BREAKER KILOVOLT-AMPS KILOWATT MOTOR RATED SWITCH WITH THERMAL OVERLOAD CURRENT PROTECTION MOUNTED @ 44" TO BOTTOM OF SWITCH OR UNIT MOUNTED. M BRK KVA KW KEY OPERATED SWITCH K AMPERE ABOVE FINISHED FLOOR AMERICAN WIRE GAUGE JUNCTION BOX TIMER SWITCH T A AFF AWG J-BOX DIMMER SWITCH AND MOMENTARY CONTACT SWITCH FOR ON-OFF DMS WHERE EXISTING FLOORS, WALLS AND ROOFS MUST BE CUT OR ARE DAMAGED DURING REMOVAL OR RELOCATION OF ELECTRICAL WORK, PATCH THE CUT OR DAMAGED AREAS TO MATCH ADJACENT CONSTRUCTION. THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST, ANY LABOR, MATERIALS, SERVICES, APPARATUS, AND DRAWINGS IN ADDITION TO CONTRACT DOCUMENTS, IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, INDICATED AND/OR SPECIFIED. PROVIDE ALL ELECTRICAL EQUIPMENT WITH ALL NECESSARY ASSOCIATED ACCESSORIES AND CONDUIT INFRASTRUCTURE AS REQUIRED TO ENSURE A COMPLETE AND OPERATIONAL SYSTEM AT NO ADDITIONAL COST TO OWNER. : INDICATES GROUND FAULT INTERRUPTER : INDICATES WEATHERPROOF OUTLET WITH PROTECTIVE COVER WALL MOUNTED DUPLEX RECEPTACLE ABANDON ALL CONDUITS WHICH ARE CONCEALED IN CONCRETE WALLS OR SLABS AND REMOVE ALL WIRING/CABLES FROM ABANDONED CONDUITS BACK TO SOURCE. 11. REFER TO ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATION, ELEVATION, MOUNTING HEIGHTS AND DETAILS OF ALL LIGHT FIXTURES AND DEVICES. REPORT ANY DISCREPANCIES TO THE ARCHITECT IMMEDIATELY. H EXIT LIGHT FIXTURE THE GENERAL EXTENT OF EXISTING ELECTRICAL WORK TO BE DISMANTLED AND REMOVED OR RELOCATED IS INDICATED ON THE DRAWINGS. 10. BEFORE SUBMITTING BIDS, THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE ALL ADJOINING EXISTING BUILDINGS, EQUIPMENT, AND SPACE CONDITIONS ON WHICH HIS WORK IS ANY WAY DEPENDANT FOR THE BEST WORKMANSHIP AND OPERATION ACCORDING TO THE INTENT OF THE SPECIFICATIONS AND DRAWINGS. HE SHALL REPORT TO THE ARCHITECT/ENGINEER ANY CONDITION WHICH MIGHT PREVENT HIM FROM INSTALLING HIS EQUIPMENT IN THE MANNER SPECIFIED OR AS SHOWN IN CONTRACT DOCUMENTS TEN BUSINESS DAYS PRIOR TO SUBMISSION OF BIDS. NO CONSIDERATION OR ALLOWANCE WILL BE GRANTED FOR FAILURE TO VISIT THE SITE, NOR FOR ANY ALLEGED MISUNDERSTANDING OF MATERIALS TO BE FURNISHED OR WORK TO BE PERFORMED. THE CONTRACTOR SHALL INCLUDE IN HIS BID PRICE ALL LABOR AND MATERIAL THAT MAY EFFECT HIS WORK. J 2X4 EMERGENCY LED LIGHT FIXTURE A. 8. B. C. IF MATERIAL OR EQUIPMENT IS INSTALLED BEFORE IT IS APPROVED, THE CONTRACTOR SHALL BE LIABLE FOR ITS REMOVAL AND REPLACEMENT AT NO ADDITIONAL CHARGE IF IN THE OPINION OF THE ARCHITECT OR ENGINEER, THE MATERIAL OR EQUIPMENT DOES NOT MEET THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS. 5. L K B. 2X4 LED LIGHT FIXTURE BEFORE SUBMITTING BID. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE TO VERIFY/EXAMINE THE EXACT EXTENT OF EXISTING CONDITIONS. NO CONSIDERATION OR ALLOWANCE WILL BE GRANTED FOR FAILURE TO VISIT THE SITE, NOR FOR ANY ALLEGED MISUNDERSTANDING OF WORK TO BE PERFORMED. THE CONTRACTOR SHALL INCLUDE IN HIS BID PRICE ALL LABOR AND MATERIAL THAT MAY EFFECT HIS WORK. WALL/CEILING MOUNTED WIRELESS ACCESS POINT (WAP) WALL MOUNTED CLOCK Sheet Name ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES ELECTRICAL SPECIFICATIONS KEY PLAN & PARTIAL POWER RISER DIAGRAM ELECTRICAL DEMOLITION PLAN - FIRST FLOOR ELECTRICAL LIGHTING PLAN - FIRST FLOOR ELECTRICAL POWER PLAN - FIRST FLOOR ELECTRICAL SCHEDULES ELECTRICAL DETAILS GROUND BUS BAR Project Title: CONDUIT UP CONDUIT DOWN TWO HEAD BATTERY PACKS ADA PUSH BUTTON E DS DAY LIGHT SENSOR TV TELEVISION OUTLET I INTERCOM OUTLET L K J H G F E NORTH DATA OUTLET FLOOR MOUNTED DUPLEX OR QUAD RECEPTACLE / P Owner: N M A. PARKDALE HIGH SCHOOL A. B. INSTALLATION OF ALL WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING REGULATIONS, CODES, ETC. LOCAL CODES AND ORDINANCES THE EDITION OF THE NATIONAL ELECTRICAL CODE NFPA 70 (NEC) IN EFFECT. SECONDARY SCHOOL REFORM MILITARY SCIENCE 1. 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 Prince George's County Public Schools 2 6001 Good Luck Road, Riverdale, MD 1 EXISTING BUILDING CEILING MOUNTED DATA OUTLET SEE DETAIL 2 ON DWG. E-751 FOR MOUNTING HEIGHTS D D 1ST FLOOR 2ND FLOOR KEY PLAN C No. 1 2 Description DD/CD/PERMIT SUBMISSION CD/BID SUBMISSION Date C 2/18/2016 3/02/2016 ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES Proj Arch: Drawn: Author Scale: MRR Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1/8" = 1'-0" E-051 A 3/2/2016 4:08:57 PM B B 7 8 9 10 SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 1.2 CONDUCTOR MATERIAL APPLICATIONS A. FEEDERS: COPPER. SOLID FOR NO. 10 AWG AND SMALLER; STRANDED FOR NO. 8 AWG AND LARGER. B. BRANCH CIRCUITS: COPPER. SOLID FOR NO. 10 AWG AND SMALLER; STRANDED FOR NO. 8 AWG AND LARGER, EXCEPT VFC CABLE, WHICH SHALL BE EXTRA FLEXIBLE STRANDED. 1.3 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS A. SERVICE ENTRANCE: TYPE THHN-2-THWN-2, SINGLE CONDUCTORS IN RACEWAY. B. EXPOSED FEEDERS: TYPE THHN-2-THWN-2, SINGLE CONDUCTORS IN RACEWAY. C. FEEDERS CONCEALED IN CEILINGS, WALLS, PARTITIONS, AND CRAWLSPACES: TYPE THHN-2-THWN-2, SINGLE CONDUCTORS IN RACEWAY. D. FEEDERS CONCEALED IN CONCRETE, BELOW SLABS-ON-GRADE, AND UNDERGROUND: TYPE THHN-2THWN-2, SINGLE CONDUCTORS IN RACEWAY. E. FEEDERS INSTALLED BELOW RAISED FLOORING: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY. F. EXPOSED BRANCH CIRCUITS, INCLUDING IN CRAWLSPACES: TYPE THHN-2-THWN-2, SINGLE CONDUCTORS IN RACEWAY. G. BRANCH CIRCUITS CONCEALED IN CEILINGS, WALLS, AND PARTITIONS: TYPE THHN-2-THWN-2, SINGLE CONDUCTORS IN RACEWAY. H. BRANCH CIRCUITS CONCEALED IN CONCRETE, BELOW SLABS-ON-GRADE, AND UNDERGROUND: TYPE THHN-2-THWN-2, SINGLE CONDUCTORS IN RACEWAY. I. BRANCH CIRCUITS INSTALLED BELOW RAISED FLOORING: TYPE THHN-2-THWN-2, SINGLE CONDUCTORS IN RACEWAY. J. CORD DROPS AND PORTABLE APPLIANCE CONNECTIONS: TYPE SO, HARD SERVICE CORD WITH STAINLESSSTEEL, WIRE-MESH, STRAIN RELIEF DEVICE AT TERMINATIONS TO SUIT APPLICATION. K. VFC OUTPUT CIRCUITS: TYPE XHHW-2 IN METAL CONDUIT. M 1.4 FIELD QUALITY CONTROL A. TESTING: BY CONTRACTOR-ENGAGED AGENCY. B. INFRARED SCANNING: FOR EACH SPLICE IN CABLES AND CONDUCTORS NO. 3 AWG AND LARGER. L SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 1.1 QUALITY ASSURANCE A. QUALITY STANDARD FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT: UL 467. 1.2 PRODUCTS A. INSULATED CONDUCTORS: COPPER WIRE OR CABLE. B. BARE COPPER CONDUCTORS: 1. SOLID CONDUCTORS. 2. STRANDED CONDUCTORS. 3. TINNED CONDUCTORS. 4. STRANDED BONDING CONDUCTORS. 5. COPPER TAPE BRAIDED BONDING JUMPERS. 6. TINNED-COPPER BRAIDED BONDING JUMPERS. C. GROUNDING BUS: PREDRILLED RECTANGULAR COPPER BARS WITH STAND-OFF INSULATORS. D. CONNECTORS: BOLTED AND EXOTHERMIC-WELDED TYPE. E. GROUNDING ELECTRODES: 1. GROUND RODS: COPPER-CLAD STEEL, SECTIONAL TYPE. K J H 1.2 A. B. C. D. E. F. G. H. I. 1.1 MATERIALS A. METAL CONDUITS, TUBING, AND FITTINGS: 1. GRC. 2. ARC. 3. PVC-COATED RIGID STEEL CONDUIT. 4. EMT. 5. FMC: ZINC-COATED STEEL. 6. LFMC. 7. FITTINGS: a. CONDUIT FITTINGS FOR HAZARDOUS (CLASSIFIED) LOCATIONS. b. EMT: STEEL, COMPRESSION TYPE. c. EXPANSION FITTINGS. d. PVC COATED. B. NONMETALLIC CONDUITS, TUBING, AND FITTINGS: 1. RNC. 2. HDPE. 3. FITTINGS: MATCH CONDUIT. C. METAL WIREWAYS AND AUXILIARY GUTTERS: SHEET METAL WITH HINGED COVERS. D. SURFACE METAL RACEWAYS: METAL, GALVANIZED STEEL, WITH SNAP-ON COVERS. E. SURFACE NONMETALLIC RACEWAYS: TWO- OR THREE-PIECE, RIGID PVC. F. BOXES, ENCLOSURES, AND CABINETS: 1. METAL OUTLET AND DEVICE BOXES: ALUMINUM. 2. NONMETALLIC OUTLET AND DEVICE BOXES. 3. METAL FLOOR BOXES: CAST METAL, FULLY ADJUSTABLE. 4. NONMETALLIC FLOOR BOXES: NON-ADJUSTABLE, ROUND. 5. LUMINAIRE OUTLET BOXES: NONADJUSTABLE, DESIGNED FOR ATTACHMENT OF LUMINAIRE WEIGHING 50 LB. F SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS SECTION 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS G SECTION 260544 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING 1.1 MATERIALS A. SLEEVES: 1. CAST-IRON PIPE. 2. GALVANIZED-STEEL SHEET FOR CONDUITS PENETRATING NON-FIRE-RATED GYPSUM-BOARD ASSEMBLIES. 3. GALVANIZED-STEEL SHEET FOR RECTANGULAR OPENINGS. B. SLEEVE-SEALS: 1. EPDM RUBBER SEALING ELEMENTS. 2. CARBON-STEEL PRESSURE PLATES. 3. CARBON-STEEL, WITH CORROSION-RESISTANT COATING CONNECTING BOLTS AND NUTS. C. HYDRAULIC-CEMENT GROUT. D. SILICONE SEALANTS: 1. SINGLE-COMPONENT, SILICONE-BASED, NEUTRAL-CURING ELASTOMERIC SEALANT. 2. MULTICOMPONENT, SILICONE-BASED LIQUID ELASTOMERIC NONSHRINKING FOAM. 1.1 QUALITY ASSURANCE A. COMPLY WITH ANSI A13.1 AND IEEE C2. 1.2 PRODUCTS A. SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS: 1. STEEL SLOTTED SUPPORT SYSTEMS WITH METALLIC COATINGS. 2. NONMETALLIC SLOTTED SUPPORT SYSTEMS. 3. RACEWAY AND CABLE SUPPORTS. 4. STEEL CONDUIT AND CABLE HANGERS, CLAMPS, AND ASSOCIATED ACCESSORIES. 5. SUPPORT FOR NON-ARMORED CONDUCTORS AND CABLES IN VERTICAL CONDUIT RISERS. 6. STRUCTURAL STEEL FOR FABRICATED SUPPORTS AND RESTRAINTS. 7. MOUNTING, ANCHORING, AND ATTACHMENT COMPONENTS: a. POWDER-ACTUATED FASTENERS. b. MECHANICAL-EXPANSION ANCHORS. c. CONCRETE INSERTS. d. CLAMPS FOR ATTACHMENT TO STEEL STRUCTURAL ELEMENTS. e. ALL STEEL, SPRINGHEAD TOGGLE BOLTS. f. THREADED HANGER RODS. B. FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES: WELDED OR BOLTED STEEL SHAPES. C. CONCRETE BASES: 3000-PSI, 28-DAY COMPRESSIVE-STRENGTH CONCRETE. E D 13 1.2 RACEWAY APPLICATION A. OUTDOORS: 1. EXPOSED: GRC. 2. CONCEALED, ABOVEGROUND: GRC. 3. UNDERGROUND: RNC, TYPE EPC-40-PVC, CONCRETE ENCASED. 4. CONNECTION TO VIBRATING EQUIPMENT: LFMC. 5. BOXES AND ENCLOSURES, ABOVEGROUND: TYPE 4. B. INDOORS: 1. EXPOSED, NOT SUBJECT TO PHYSICAL DAMAGE: EMT. 2. EXPOSED, NOT SUBJECT TO SEVERE PHYSICAL DAMAGE: EMT. 3. EXPOSED AND SUBJECT TO SEVERE DAMAGE: GRC. 4. CONCEALED: EMT. 5. CONNECTION TO VIBRATING EQUIPMENT: FMC, EXCEPT LFMC IN DAMP OR WET LOCATIONS. 6. DAMP OR WET LOCATIONS: GRC. 7. BOXES AND ENCLOSURES: TYPE 1, EXCEPT TYPE 4 STAINLESS STEEL IN INSTITUTIONAL AND COMMERCIAL KITCHENS AND DAMP OR WET LOCATIONS. C. MINIMUM RACEWAY SIZE: 3/4-INCH (21-MM) TRADE SIZE. D. RACEWAY FITTINGS: COMPATIBLE WITH RACEWAYS AND SUITABLE FOR USE AND LOCATION. 1. RIGID AND INTERMEDIATE STEEL CONDUIT: THREADED RIGID STEEL CONDUIT FITTINGS. 2. PVC EXTERNALLY COATED, RIGID STEEL CONDUITS: FITTINGS LISTED FOR USE WITH THIS TYPE OF CONDUIT. 3. EMT: COMPRESSION, STEEL FITTINGS. 4. FLEXIBLE CONDUIT: FITTINGS LISTED FOR USE WITH FLEXIBLE CONDUIT. 1.3 FIELD QUALITY CONTROL A. GROUND RESISTANCE TESTING: BY CONTRACTOR-ENGAGED AGENCY. 1.1 PERFORMANCE REQUIREMENTS A. RATED STRENGTH: MINIMUM STRUCTURAL SAFETY FACTOR OF FIVE TIMES THE APPLIED FORCE. 12 6. PADDLE FAN OUTLET BOXES: NONADJUSTABLE, DESIGNED FOR ATTACHMENT OF PADDLE FAN WEIGHING 70 LB. 7. SMALL SHEET METAL PULL AND JUNCTION BOXES. 8. CAST-METAL ACCESS, PULL, AND JUNCTION BOXES. 9. BOX EXTENSIONS. 10. GANGABLE BOXES ARE ALLOWED. 11. HINGED-COVER ENCLOSURES: METAL. 12. CABINETS: GALVANIZED STEEL. G. HANDHOLES AND BOXES FOR EXTERIOR UNDERGROUND WIRING: POLYMER CONCRETE WITH POLYMERCONCRETE FRAME AND COVER, PROTOTYPE TESTED FOR COMPLIANCE WITH SCTE 77. 1. CONFIGURATION: INTEGRAL CLOSED BOTTOM. 2. WEATHERPROOF COVER. 3. COVER LEGEND: "ELECTRIC.". 1.1 MATERIALS A. CONDUCTORS AND CABLES: 1. CONDUCTORS: COPPER. 2. CONDUCTOR INSULATION: TYPE THHN-2-THWN-2. 3. MULTICONDUCTOR CABLE: METAL-CLAD CABLE, TYPE MC WITH GROUND WIRE. 4. VFC CABLE: TYPE TC-ER N 11 PRODUCTS POWER AND CONTROL RACEWAY IDENTIFICATION: PRETENSIONED, SNAP-AROUND ACRYLIC SLEEVES. ARMORED AND METAL-CLAD CABLE IDENTIFICATION: HEAT-SHRINK PREPRINTED TUBES. POWER AND CONTROL CABLE IDENTIFICATION: WRITE-ON TAGS OR SNAP-AROUND LABELS. CONDUCTOR IDENTIFICATION: SNAP-AROUND LABELS OR WRITE-ON TAGS. FLOOR MARKING TAPE: PRESSURE-SENSITIVE VINYL TAPE. UNDERGROUND-LINE WARNING TAPE: PIGMENTED POLYOLEFIN. WARNING LABELS AND SIGNS: BAKED-ENAMEL WARNING SIGNS. INSTRUCTION SIGNS: ENGRAVED, LAMINATED ACRYLIC OR MELAMINE PLASTIC. EQUIPMENT IDENTIFICATION LABELS: ENGRAVED, LAMINATED ACRYLIC OR MELAMINE PLASTIC. SECTION 262416 - PANELBOARDS 1.1 QUALITY ASSURANCE A. QUALITY STANDARDS: NEMA PB 1 AND NFPA 70. 1.2 PRODUCTS A. GENERAL REQUIREMENTS FOR PANELBOARDS: 1. CONSTRUCTED TO WITHSTAND SEISMIC FORCES. 2. ENCLOSURES: FLUSH AND SURFACE MOUNTED. a. INDOOR DRY AND CLEAN LOCATIONS: NEMA 250, TYPE 1. b. OUTDOOR LOCATIONS: NEMA 250, TYPE 3R. c. KITCHEN AREAS: NEMA 250, TYPE 4X, STAINLESS STEEL. d. OTHER WET OR DAMP INDOOR LOCATIONS: NEMA 250, TYPE 4. e. INDOOR LOCATIONS SUBJECT TO DUST, FALLING DIRT, AND DRIPPING NONCORROSIVE LIQUIDS: NEMA 250, TYPE 5. f. FRONT: HINGED COVER. g. DIRECTORY CARD. 3. INCOMING MAINS LOCATION: TOP AND BOTTOM. 4. PHASE, NEUTRAL, AND GROUND BUSES: COPPER. a. OPTIONAL BUSES: EQUIPMENT GROUND, ISOLATED GROUND, AND EXTRA-CAPACITY NEUTRAL. 5. CONDUCTOR CONNECTORS: COMPRESSION-TYPE MAIN AND NEUTRAL LUGS. a. OPTIONAL FEATURES: COMPRESSION-TYPE FEED-THROUGH LUGS, SUB-FEED LUGS, AND EXTRACAPACITY NEUTRAL LUGS. 6. SERVICE EQUIPMENT LABEL FOR PANELBOARDS INCORPORATING ONE OR MORE MAIN SERVICE DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES. 7. PANELBOARD SHORT-CIRCUIT CURRENT RATING: FULLY RATED TO INTERRUPT SYMMETRICAL SHORTCIRCUIT CURRENT AVAILABLE AT TERMINALS. B. PERFORMANCE REQUIREMENTS: 1. SURGE SUPPRESSION: FACTORY INSTALLED AS AN INTEGRAL PART OF INDICATED PANELBOARDS, COMPLYING WITH UL 1449 SPD TYPE 1. C. DISTRIBUTION PANELBOARDS: 1. MAINS: CIRCUIT BREAKER OR LUGS ONLY. 2. BRANCH OVERCURRENT PROTECTIVE DEVICES: BOLT-ON CIRCUIT BREAKERS. D. LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS: 1. MAINS: CIRCUIT BREAKER OR LUGS ONLY. 2. BRANCH OVERCURRENT PROTECTIVE DEVICES: BOLT-ON CIRCUIT-BREAKER TYPE. E. LOAD CENTERS: CIRCUIT-BREAKER OR LUGS-ONLY MAINS; PLUG-IN BRANCH CIRCUIT BREAKERS. F. ELECTRONIC GRADE PANELBOARDS: BOLT-ON THERMAL-MAGNETIC CIRCUIT-BREAKER MAIN AND BRANCH OVERCURRENT PROTECTIVE DEVICES, AND INTEGRALLY MOUNTED, WIRED-IN-STYLE, SOLID-STATE, PARALLEL-CONNECTED, MODULAR SINE-WAVE TRACKING, SUPPRESSION AND FILTERING MODULE, TRANSIENT VOLTAGE SUPPRESSION DEVICES. 1. ACCESSORIES: a. FUSES RATED AT 200-KA INTERRUPTING CAPACITY. b. FABRICATION USING BOLTED COMPRESSION LUGS FOR INTERNAL WIRING. c. INTEGRAL DISCONNECT SWITCH. d. REDUNDANT SUPPRESSION CIRCUITS. e. REDUNDANT REPLACEABLE MODULES. f. ARRANGEMENT WITH WIRE CONNECTIONS TO PHASE BUSES, NEUTRAL BUS, AND GROUND BUS. g. LED INDICATOR LIGHTS FOR POWER AND PROTECTION STATUS. h. AUDIBLE ALARM, WITH SILENCING SWITCH, TO INDICATE WHEN PROTECTION HAS FAILED. i. FORM-C CONTACTS RATED AT 5 A AND 250-V AC, ONE NORMALLY OPEN AND ONE NORMALLY CLOSED, FOR REMOTE MONITORING OF SYSTEM OPERATION. j. FOUR-DIGIT, TRANSIENT-EVENT COUNTER SET TO TOTALIZE TRANSIENT SURGES. 2. PEAK SINGLE-IMPULSE SURGE CURRENT RATING: 120 KA PER MODE/240 KA PER PHASE. 3. MINIMUM SINGLE-IMPULSE CURRENT RATINGS, USING 8-BY-20-MIC.SEC. WAVEFORM: a. LINE TO NEUTRAL: 70,000 A. b. LINE TO GROUND: 70,000 A. c. NEUTRAL TO GROUND: 50,000 A. 4. WITHSTAND CAPABILITIES: 12,000 IEEE C62.41, CATEGORY C3 (10 KA), 8-BY-20-MIC.SEC. SURGES WITH LESS THAN 5 PERCENT CHANGE IN CLAMPING VOLTAGE. 5. PROTECTION MODES AND UL 1449 SVR FOR GROUNDED WYE CIRCUITS WITH 480Y/277 OR 208Y/120-V, THREE-PHASE, FOUR-WIRE CIRCUITS: a. LINE TO NEUTRAL: 800 V FOR 480Y/277 OR 400 V FOR 208Y/120. b. LINE TO GROUND: 800 V FOR 480Y/277 OR 400 V FOR 208Y/120. c. NEUTRAL TO GROUND: 800 V FOR 480Y/277 OR 400 V FOR 208Y/120. 14 15 16 17 Architecture Planning Interior Design G. DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES: 1. MOLDED-CASE CIRCUIT BREAKER: INTERRUPTING CAPACITY TO MEET AVAILABLE FAULT CURRENTS. a. CIRCUIT BREAKERS: THERMAL-MAGNETIC OR ADJUSTABLE INSTANTANEOUS-TRIP TYPES. b. FEATURES AND ACCESSORIES: 1) LUGS: COMPRESSION STYLE. 2) APPROPRIATE FOR APPLICATION: TYPE SWD FOR SWITCHING FLUORESCENT LIGHTING LOADS; TYPE HID FOR FEEDING FLUORESCENT AND HIGH-INTENSITY DISCHARGE (HID) LIGHTING CIRCUITS. 3) GROUND-FAULT PROTECTION: INTEGRALLY MOUNTED RELAY AND TRIP UNIT. 4) COMMUNICATION CAPABILITY: CIRCUIT-BREAKER-MOUNTED COMMUNICATION MODULE. 5) SHUNT TRIP: 120-V TRIP COIL. 6) UNDERVOLTAGE TRIP: WITHOUT INTENTIONAL TIME DELAY. 7) AUXILIARY CONTACTS: ONE SPDT SWITCH. 8) KEY INTERLOCK KIT. 9) ZONE-SELECTIVE INTERLOCKING. 10) HANDLE PADLOCKING DEVICES AND CLAMPS. c. AUXILIARY CONTACTS. H. ACCESSORIES: 1. ACCESSORY SET INCLUDING TOOLS. 2. PORTABLE TEST SET. 1.3 FIELD QUALITY CONTROL A. TESTING: BY CONTRACTOR-ENGAGED AGENCY. B. TESTS: INFRARED SCANNING. 1.4 ADJUSTING A. LOAD BALANCING. 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 P N M SECTION 262726 - WIRING DEVICES 1.1 PRODUCTS A. RECEPTACLES: DUPLEX, 125 V, 20 A. 1. STRAIGHT BLADE: HOSPITAL GRADE, ISOLATED GROUND AND TAMPER RESISTANT. 2. GFCI: FEED THROUGH, DUPLEX AND HOSPITAL GRADE. 3. TVSS: VISUAL AND AUDIBLE ACTIVE INDICATION DUPLEX HOSPITAL GRADE. 4. HAZARDOUS (CLASSIFIED) LOCATION RECEPTACLES. 5. TWIST-LOCKING TYPE. B. PENDANT CORD-CONNECTOR DEVICES WITH EXTERNAL CABLE GRIP. C. CORD AND PLUG SETS. D. TOGGLE SWITCHES: 120/277 V, 20 A. 1. PILOT-LIGHT SWITCHES. 2. KEY-OPERATED SWITCHES. 3. SINGLE-POLE, DOUBLE-THROW, MOMENTARY-CONTACT, CENTER-OFF SWITCHES. 4. KEY-OPERATED, SINGLE-POLE, DOUBLE-THROW, MOMENTARY-CONTACT, CENTER-OFF SWITCHES. E. DECORATOR-STYLE DEVICES: SQUARE FACE, 125 V, 15 A. 1. TAMPER-RESISTANT CONVENIENCE RECEPTACLE. 2. TOGGLE SWITCHES. 3. LIGHTED TOGGLE SWITCHES. F. RESIDENTIAL DEVICES: 1. TAMPER-RESISTANT CONVENIENCE RECEPTACLES. 2. FAN SPEED CONTROLS: SOLID STATE, WITH AUDIBLE FREQUENCY AND EMI/RFI FILTERS. a. CONTINUOUSLY ADJUSTABLE SLIDER, 5 A. b. THREE-SPEED ADJUSTABLE SLIDER, 1.5 A. 3. TELEPHONE OUTLET: SINGLE RJ-45. 4. COMBINATION TV AND TELEPHONE OUTLET: SINGLE RJ-45 AND COAXIAL CABLE CONNECTORS. G. WALL-BOX DIMMERS: 1. MODULAR, FULL-WAVE, SOLID-STATE UNITS WITH SLIDER CONTROL. a. INCANDESCENT: SOFT TAP OR OTHER QUIET SWITCH; EMI/RFI FILTER TO ELIMINATE INTERFERENCE. ILLUMINATED WHEN "OFF." b. FLUORESCENT: TRIM POTENTIOMETER FOR LOW-END DIMMING. H. WALL PLATES: 1. MATERIAL FOR FINISHED SPACES: STEEL WITH BAKED ENAMEL. 2. MATERIAL FOR UNFINISHED SPACES: GALVANIZED STEEL. 3. MATERIAL FOR DAMP AND WET LOCATIONS: CAST ALUMINUM. I. FLOOR SERVICE FITTINGS: MODULAR, DUAL SERVICE, WITH POWER RECEPTACLE AND VOICE AND DATA COMMUNICATION OUTLET. 1. TYPE: FLUSH]. 2. SERVICE PLATE: RECTANGULAR, BRASS. 3. VOICE AND DATA COMMUNICATION OUTLET: TWO MODULAR, KEYED, RJ-45 JACKS. J. POKE-THROUGH ASSEMBLIES: BELOW-FLOOR JUNCTION BOX WITH MULTICHANNELED, THROUGH-FLOOR RACEWAY/FIRESTOP AND DETACHABLE FLOOR SERVICE-OUTLET ASSEMBLY. 1. SERVICE-OUTLET ASSEMBLY: FLUSH TYPE. 2. SIZE: 4 INCHES. K. MULTIOUTLET ASSEMBLIES: METAL RACEWAYS. L. FINISHES: 1. CONNECTED TO NORMAL POWER SYSTEM: WHITE. 2. CONNECTED TO EMERGENCY POWER SYSTEM: RED. 3. TVSS DEVICES: BLUE. 4. ISOLATED-GROUND RECEPTACLES: ORANGE. I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. License #29435 Expiration Date November 21, 2017 The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. SECTION 265100 - INTERIOR LIGHTING 1.3 PRODUCTS A. BALLASTS FOR LINEAR FLUORESCENT LAMPS: 1. GENERAL REQUIREMENTS FOR ELECTRONIC BALLASTS: a. SOUND RATING: CLASS A. b. TOTAL HARMONIC DISTORTION RATING: LESS THAN 10 PERCENT. c. TRANSIENT VOLTAGE PROTECTION: CATEGORY A OR BETTER. d. LAMP CURRENT CREST FACTOR: 1.7 OR LESS. e. BF: 0.88 OR HIGHER. f. POWER FACTOR: 0.95 OR HIGHER. g. PARALLEL LAMP CIRCUITS: MULTIPLE LAMP BALLASTS CONNECTED TO MAINTAIN FULL LIGHT OUTPUT ON SURVIVING LAMPS IF ONE OR MORE LAMPS FAIL. 2. ELECTRONIC PROGRAMMED-START BALLASTS FOR T5 AND T8 LAMPS: a. LAMP END-OF-LIFE DETECTION AND SHUTDOWN CIRCUIT FOR T5 DIAMETER LAMPS. b. AUTOMATIC LAMP STARTING AFTER LAMP REPLACEMENT. 3. ELECTROMAGNETIC BALLASTS: ENERGY SAVING, HIGH-POWER FACTOR, CLASS P, AUTOMATIC-RESET THERMAL PROTECTION. 4. BALLASTS FOR LOW-TEMPERATURE ENVIRONMENTS: a. TEMPERATURES 0 DEG F AND HIGHER: ELECTRONIC. b. TEMPERATURES MINUS 20 DEG F AND HIGHER: ELECTROMAGNETIC. 5. RESIDENTIAL BALLASTS: ELECTRONIC, LOW-POWER FACTOR, CLASS B SOUND RATING, AND TOTAL HARMONIC DISTORTION OF APPROXIMATELY 30 PERCENT. 6. BALLASTS FOR LOW ELECTROMAGNETIC-INTERFERENCE ENVIRONMENTS. B. FLUORESCENT LAMPS: 1. T5 RAPID-START LAMPS, RATED 28 W MAXIMUM. C. LIGHTING FIXTURE SUPPORT COMPONENTS. Prince George's County Public Schools P 6 L K J H G F Owner: 5 6001 Good Luck Road, Riverdale, MD 4 PARKDALE HIGH SCHOOL 3 SECONDARY SCHOOL REFORM MILITARY SCIENCE 2 Project Title: 1 E NORTH EXISTING BUILDING D 1ST FLOOR 2ND FLOOR KEY PLAN C No. . 1 2 Description DD/CD/PERMIT SUBMISSION CD/BID SUBMISSION Date C 2/18/2016 3/02/2016 ELECTRICAL SPECIFICATIONS Proj Arch: Drawn: Author Scale: MRR Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1/8" = 1'-0" E-052 A 3/2/2016 4:08:58 PM B B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design P 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 P N N 12' - 0" MAIN SWITCHBOARD "MSB" (E) M M NEW TRANSFORMER 'T-1MS AND NEW PANEL '1MS'' 3' - 0" I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. License #29435 MAIN TELEPHONE/DATA EQUIPMENT(E) L Expiration Date November 21, 2017 The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. MAIN ELECTRICAL ROOM L ENLARGED PLAN SEE 3/E-054 3 MAIN ELECTRICAL ROOM - MS E-054 SCALE: 1/4" = 1'-0" Prince George's County Public Schools K J SECTION 1 SECTION 2 SECTION 3 SECTION 4 15KVA XFMR 480V DELTA 120/208V STAR (ON 3" HOUSE KEEPING PAD) PANEL "1MS" 60A MCB 120/208V 3PH, 4W (N) SECONDARY SCHOOL REFORM MILITARY SCIENCE "MSB" 3000A 277/480V 3PH, 4W (E) (3)#10C +#10G IN 1" C EMT CONDUIT (4)#6C +#10G IN 1" C EMT CONDUIT "T-1MS" (N) H FIRST FLOOR 4 E-054 PARTIAL POWER RISER DIAGRAM - MS SCALE: NOT TO SCALE G MILITARY SCIENCE (MS) ACADEMY ENLARGED PLAN SEE 1/E-151, 1/ED-251 & 1/E-251 6001 Good Luck Road, Riverdale, MD 1 PARKDALE HIGH SCHOOL APPROXIMATE FEEDER ROUTING FIELD VERIFY. J H G F Owner: Project Title: F K E E NORTH EXISTING BUILDING AREA OF NEW WORK D 1ST FLOOR D 2ND FLOOR KEY PLAN C # 1. No. KEY NOTES 1 PROVIDE A NEW 25A 3-POLE CIRCUIT BREAKER IN AVAILABLE SPACE IN SECT.-4 OF SWITCHBOARD 'MSB' TO FEED NEW TRANFORMER 'T-1MS' AND NEW PANEL '1MS'. PROVIDE ALL BREAKER MOUNTING HARDWARE REQUIRED. (ITE #HF3-B025) 2 Description DD/CD/PERMIT SUBMISSION CD/BID SUBMISSION Date C 2/18/2016 3/02/2016 KEY PLAN & PARTIAL POWER RISER DIAGRAM A 1 2 KEY PLAN - 1ST FLOOR E-054 E-054 SCALE: NOT TO SCALE Proj Arch: Drawn: Author Scale: MRR Dwg. No.: QC: Project No. KEY PLAN - 2ND FLOOR - NO WORK SCALE: NOT TO SCALE SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 As indicated E-054 A 3/2/2016 4:08:58 PM B B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design P 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 CORRIDOR NIC 263 P N N D D 3 M E E E 3 MEN'S TOILET NIC 265 M 3 D DEMOLITION GENERAL NOTES 3 D D 3 D 1 D ALL EXISTING DEVICES TO REMAIN SHALL BE PROTECTED FROM DAMAGE THROUGHOUT THE CONSTRUCTION PROCESS. 3. THE CONTINUITY OF ALL EXISTING CIRCUITS TO REMAIN SHALL BE MAINTAINED. 4. COORDINATE WITH ARCHITECT AND BUILDING ENGINEER FOR ALL LIGHT FIXTURES, EXIT SIGNS AND DEVICES BEING DEMOLISHED WHICH ARE TO BE RETURNED TO BUILDING OWNER FOR STORAGE. 5. REFER TO MECHANICAL AND PLUMBING DEMOLITION DRAWINGS FOR EQUIPMENT BEING DEMOLISHED. REMOVE ASSOCIATED DEVICES AND FEEDERS BACK TO SOURCE OF SUPPLY. 6. UNLESS OTHERWISE NOTED ON PLAN, IN THE SCOPE OF WORK AREA, ALL ELECTRICAL DEVICES SHOWN WITH SUBSCRIPT LETTER "D" REPRESENT EQUIPMENT TO BE DEMOLISHED, SUBSCRIPT LETTER "E" REPRESENT EXISTING EQUIPMENT TO REMAIN, SUBSCRIPT LETTER "R" REPRESENT EQUIPMENT TO BE REMOVED AND REINSTALLED AT NEW LOCATION. D E ROTC 5 K D D # D D 1. 3 J D D D BAND ROOM NIC 267 D D 3 H The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. D E D Expiration Date November 21, 2017 STORAGE 5S NIC 5S D KEY NOTES THE EXISTING LIGHTING FIXTURES & SWITCHING SHALL BE REMOVED AND REPLACED WITH NEW. CONTRACTOR SHALL FIELD TRACE THE EXACT POWER SOURCE FOR THE EXISTING LIGHTING FIXTURES. DISCONNECT AND REMOVE THE EXISTING LIGHTING FIXTURE BRANCH CIRCUITRY TO THE EXISTING LIGHTING FIXTURES, BACK TO THE EXISTING LOCAL LIGHTING SWITCH LOCATION. EXISTING LIGHTING SWITCH SHALL BE REUSED TO SWITCH NEW LIGHTING FIXTURES. 2. EXISTING ACOUSTIC CEILING TO BE DEMOLISHED IN SCOPE OF WORK AREA. COORDINATE WITH ARCHITECT FOR THE EXTENT OF DEMOLITION. 3. REMOVE EXISTING DEVICE AND WIRING BACK TO NEAREST ACTIVE JUNCTION BOX OR SOURCE. INSTALL A BLANK COVER AT EXISTING JUNCTION BOX LOCATION. 3 3 EXTERIOR COURTYARD NIC TEACHER'S LOUNGE NIC 266 D E 3 E 3 3 STORAGE 7S NIC 7S G D D D D D D D D D 3 6001 Good Luck Road, Riverdale, MD D E 2 2. FA D S D REFER TO DRAWING E-051 FOR ELECTRICAL GENERAL NOTES, GENERAL DEMOLITION NOTES,LEGEND AND ABBREVIATIONS. License #29435 D L 1. SECONDARY SCHOOL REFORM MILITARY SCIENCE D 3 I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. Prince George's County Public Schools D PARKDALE HIGH SCHOOL D E E D D D D E 2 EXTERIOR COURTYARD NIC D D E K J H G F Owner: 1 S D E FA F Project Title: ROTC 7 L NORTH ROOM NIC 268 3 D D D D EXISTING BUILDING 3 AREA OF NEW WORK 3 D D D D D D D D 3 3 D D 1ST FLOOR ROOM NIC 269 3 E E E KEY PLAN CORRIDOR NIC 264 C 2ND FLOOR No. 1 2 Description DD/CD/PERMIT SUBMISSION CD/BID SUBMISSION Date C 2/18/2016 3/02/2016 1 ED-251 ELECTRICAL DEMOLITION PLAN FIRST FLOOR ELECTRICAL DEMOLITION PLAN - FIRST FLOOR SCALE: 1/4" = 1'-0" Proj Arch: Drawn: Author Scale: MRR Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 As indicated ED-251 A 3/2/2016 4:09:03 PM B B 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design POWER GENERAL NOTES P 1. REFER TO DRAWING E-051 FOR ELECTRICAL GENERAL NOTES, LEGENDS, ABBREVIATIONS. REFER DRAWING E-651 FOR ELECTRICAL SCHEDULES. 2. REFER TO ARCHITECTURAL DRAWINGS, ELEVATION AND DETAILS FOR EXACT LOCATION, MOUNTING HEIGHTS, AND ADDITIONAL INFORMATION PRIOR TO ROUGH-IN WORK. 3. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EXACT MECHANICAL AND PLUMBING EQUIPMENT LOCATIONS. 4. THE CONTINUITY OF ALL EXISTING CIRCUITS TO REMAIN SHALL BE MAINTAINED. PROVIDE NEW BRANCH CIRCUIT WIRING AS SHOWN TO ACCOMMODATE FOR NEW CONSTRUCTION. N E MEN'S TOILET NIC 265 CIRCUIT NUMBER IS FOR IDENTIFICATION PURPOSE ONLY. THE ACTUAL CIRCUIT NUMBER IN EXISTING PANEL MAY VARY DEPENDING UPON THE AVAILABLE SPARES THAT ARE CREATED BY DEMOLITION WORK. 6. UNLESS OTHERWISE NOTED, IN THE SCOPE OF WORK AREA, ALL ELECTRICAL DEVICES EITHER SHOWN WITH A SUBSCRIPT LETTER "N" OR WITHOUT ANY SUBSCRIPT ARE NEW TO BE PROVIDED. 7. ALL NEW DATA OUTLET LOCATIONS AND RACEWAYS TO NEW DATA OUTLET LOCATIONS ARE TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. ALL NEW DATA WIRING IS TO BE PROVIDED AND COORDINATED BY THE OWNER. 7 1MS M # M KEY NOTES T-1MS +2" AFF +46" AFF PROVIDE RECEPTACLE FOR SMARTBOARD. COORDINATE WITH TECHNOLOGY CONSULTANT/ARCHITECT FOR EXACT LOCATION, MOUNTING HEIGHT AND CONNECTION REQUIREMENTS PRIOR TO ROUGH IN. 2. SHORT THOW PROJECTOR ON WALL WITH SMARTBOARD. COORDINATE WITH TECHNOLOGY CONSULTANT/ARCHITECT DRAWINGS FOR EXACT LOCATION, MOUNTING HEIGHT AND CONNECTION REQUIREMENTS PRIOR TO ROUGH IN. 3 3 L 1. 4 3. E FA 9 1 +90" AFF ROTC 5 4. PROVIDE POWER IN TEACHERS WARDROBE. COORDINATE WITH TECHNOLOGY CONSULTANT/ARCHITECT DRAWINGS FOR EXACT LOCATION, MOUNTING HEIGHT AND CONNECTION REQUIREMENTS PRIOR TO ROUGH IN. 5. PROVIDE POWER IN IT CLOSET. COORDINATE WITH TECHNOLOGY CONSULTANT/ARCHITECT DRAWINGS FOR EXACT LOCATION, MOUNTING HEIGHT AND CONNECTION REQUIREMENTS PRIOR TO ROUGH IN. 6. PROVIDE NEW ENERGY EFFECIENT 15KVA, 480V DELTA > 120V/208V Y TRANSFORMER 'T-1MS', ON 3" RAISED CONCRETE HOUSE KEEPING PAD (SQUARED #EE30T3HF OR EQUAL BY SEIMENS OR GE) 7. PROVIDE NEW 60A, 120/208V, 3-PHASE 4-WIRE, 30-SPACE, 14KAIC, NEMA-1, PANELBOARD '1MS', SURFACE - MOUNTED TO EXISTING WALL SPACE. (SQUARE-D NQOB OR EQUAL BY SEIMENS OR GE) 8. UNLESS OTHERWISE NOTED, ALL OUTLETS IN THIS ROOM ARE TO BE FED FROM PANEL 1MS. THE NUMBER NEXT TO THE DEVICE INDICATES THE CIRCUIT NUMBER FROM THAT PANEL. 9. RELOCATE EXISTING SPEAKER AS REQUIRED. COORDINATE WITH NEW TEACHING WALL. 7 2 K E 3 8 E P P J E BAND ROOM NIC 267 Expiration Date November 21, 2017 The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. E E E SECONDARY SCHOOL REFORM MILITARY SCIENCE J License #29435 STORAGE 5S NIC 5S +46" AFF 3 E E 5 1 EXTERIOR COURTYARD NIC TEACHER'S LOUNGE NIC 266 1 H 2 +2" AFF E 2 E E 5 E E 3 +46" AFF P P STORAGE 7S NIC 7S E E J G ROTC 7 S 9 EXTERIOR COURTYARD NIC 6 +90" AFF 8 2 E 4 H G F 8 +2" AFF +46" AFF ROOM NIC 268 J FA 3 K Owner: 1 Project Title: F L S 5 UNLESS OTHERWISE SPECIFICALLY SHOWN OR NOTED, ALL EXISTING DEVICES AND WIRING IN THIS LOCATION ARE EXISTING TO REMAIN. CONTRACTOR SHALL ENSURE THAT THE CONTINUITY OF POWER TO DEVICES WHICH ARE EXISTING TO REMAIN IS MAINTAINED AT ALL TIMES. I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. PARKDALE HIGH SCHOOL 6 P N 5. E 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 Prince George's County Public Schools 2 6001 Good Luck Road, Riverdale, MD 1 E 4 NORTH 4 EXISTING BUILDING AREA OF NEW WORK D D ROOM NIC 269 E E E 1ST FLOOR 2ND FLOOR KEY PLAN C No. 1 2 Description DD/CD/PERMIT SUBMISSION CD/BID SUBMISSION Date C 2/18/2016 3/02/2016 B B E-151 ELECTRICAL POWER PLAN - FIRST FLOOR SCALE: 1/4" = 1'-0" ELECTRICAL POWER PLAN - FIRST FLOOR Proj Arch: Drawn: Author Scale: MRR Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 As indicated E-151 A 3/2/2016 4:08:59 PM 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design P 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 CORRIDOR NIC 263 LIGHTING GENERAL NOTES N E E E 1. REFER TO DRAWING E-051 FOR ELECTRICAL GENERAL NOTES, LEGENDS, ABBREVIATIONS. REFER DRAWING E-651 FOR ELECTRICAL SCHEDULES. 2. GANG ALL SWITCHES, IF THERE ARE MORE THAN ONE AT THE SAME LOCATION, IN ONE BOX/COVER PLATE. 3. SEE ARCHITECTURAL DRAWINGS, ELEVATION AND DETAILS FOR EXACT LOCATION, MOUNTING HEIGHTS, AND ADDITIONAL INFORMATION PRIOR TO ROUGH-IN WORK. 4. MEN'S TOILET NIC 265 5. (A) M (A) (A) 6. P N THE CONTINUITY OF ALL EXISTING CIRCUITS TO REMAIN SHALL BE MAINTAINED. PROVIDE NEW BRANCH CIRCUIT WIRING AS SHOWN TO ACCOMMODATE FOR NEW CONSTRUCTION. AT THE COMPLETION OF CONSTRUCTION, CLEAN LENSES AND REFLECTORS OF ALL LIGHTING FIXTURES IN CONTRACT AREAS SO AS TO RENDER THEM FREE OF ANY MATERIAL, SUBSTANCE OR FILM FOREIGN TO THE FIXTURES. BLEMISHED, DAMAGED OR UNSATISFACTORY FIXTURES SHALL BE REPLACED IN A SATISFACTORY MANNER. M UNLESS OTHERWISE NOTED, IN THE SCOPE OF WORK AREA, ALL ELECTRICAL DEVICES EITHER SHOWN WITH A SUBSCRIPT LETTER "N" OR WITHOUT ANY SUBSCRIPT ARE NEW TO BE PROVIDED. # I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. KEY NOTES License #29435 (A) 2. PROVIDE NEW 2X2 LIGHT FIXTURES WITH 3 - 24W T5HO LAMP. 3. ALL NEW LIGHTING FIXTURES SHALL BE RECIRCUITED BACK TO EXISTING LIGHT SWITCHES. NEW LIGHTING INSTALLATION SHALL BE CONTROLLED AND OPERATE, AS WAS PREVIOUSLY FUNCTIONING BEFORE REPLACEMENT, UNLESS OTHERWISE NOTED. 4. PROVIDE ADDITIONAL DAYLIGHTING CONTROL THAT MEETS THE REQUIRED STIPULATED IN THE IECC - C405.2.1 & C405.2.1.1. 1 (TYP.) (A) (A) 3 ROTC 5 4 (A) (A) BAND ROOM NIC 267 (A) STORAGE 5S NIC 5S (TYP.) 2 EXTERIOR COURTYARD NIC (B) (B) (B) TEACHER'S LOUNGE NIC 266 EXTERIOR COURTYARD NIC H (B) (B) (B) STORAGE 7S NIC 7S 2 (TYP.) G (A) (A) ROTC 7 TYPE 'A' (TYP.) (A) (TYP.) 1 F 6001 Good Luck Road, Riverdale, MD J The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. SECONDARY SCHOOL REFORM MILITARY SCIENCE K (A) Expiration Date November 21, 2017 PARKDALE HIGH SCHOOL L (A) PROVIDE NEW 2X4 LIGHT FIXTURES WITH 3 - 28W T5 LAMP. Prince George's County Public Schools (A) 1. 3 4 E (A) K J H G F Owner: (A) Project Title: (A) L E ROOM NIC 268 (A) (A) NORTH (A) EXISTING BUILDING AREA OF NEW WORK D (A) (A) (A) D ROOM NIC 269 E E E 1ST FLOOR CORRIDOR NIC 264 2ND FLOOR KEY PLAN C No. 1 2 Description Date DD/CD/PERMIT SUBMISSION CD/BID SUBMISSION C 2/18/2016 3/02/2016 1 E-251 ELECTRICAL LIGHTING PLAN - FIRST FLOOR ELECTRICAL LIGHTING PLAN FIRST FLOOR SCALE: 1/4" = 1'-0" Proj Arch: Drawn: Author Scale: MRR Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 As indicated E-251 A 3/2/2016 4:09:00 PM B B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design P 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 P N N M M I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. License #29435 Expiration Date November 21, 2017 L The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. G Prince George's County Public Schools H 6001 Good Luck Road, Riverdale, MD SECONDARY SCHOOL REFORM MILITARY SCIENCE J PARKDALE HIGH SCHOOL K K J H G F Owner: Project Title: F L E E NORTH EXISTING BUILDING D D 1ST FLOOR 2ND FLOOR KEY PLAN C No. 1 2 Description DD/CD/PERMIT SUBMISSION CD/BID SUBMISSION Date C 2/18/2016 3/02/2016 ELECTRICAL SCHEDULES Proj Arch: Drawn: Author Scale: MRR Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 E-651 A 3/2/2016 4:09:02 PM B B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Architecture Planning Interior Design P NOTES: 1. DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL LINE WHEREVER POSSIBLE. 2. REFER TO THE PROPER DEVICE INSTALLATION INSTRUCTIONS FOR BACKBOX MOUNTING HEIGHTS. 3. COORDINATE WITH ARCHITECT TO VERIFY ALL PROJECT SPECIFIC STANDARD DEVICE MOUNTING HEIGHTS PRIOR TO INSTALLATION. ARCHITECTURAL DRAWINGS TO TAKE PRECEDENCE OVER THE MOUNTING HEIGHTS LISTED IN THIS DETAIL. CEILING MOUNTED SMOKE/HEAT DETECTOR 6" MINIMUM BELOW FINISHED CEILING (NFPA 72) TO EXIT DOOR 5' MAXIMUM FIRE TYPICAL WALL MOUNTED LIGHT FIXTURE AT 84" ABOVE FINISHED FLOOR IN STAIRWELLS M FIRE AUDIBLE/VISUAL AND VISUAL ONLY APPLIANCES L RATING AT AMBIENT LESS THAN 1 CFM SQ FT L RATING AT 400 F. LESS THAN 1 CFM SQ FT CENTERED ABOVE DOOR (WHERE APPLICABLE) MAGNETIC DOOR HOLDER NOTES: 1. WALL ASSEMBLY - THE FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE AND SPACED MAX 24 IN. OC. B. GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IN WOOD STUD WALLS IS 8 IN. MAX DIAM OF OPENING IN STEEL STUD WALLS IS 14 IN. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 5" SYNCHRONIZE MORE THAN TWO APPLIANCES IN ANY FIELD OR VIEW DOOR WIDTH, LESS 3" 96" MAXIMUM (NFPA) FIRE PHONE JACK 90" MINIMUM OTHER MOUNTING HEIGHTS SHALL BE PERMITTED BY THE AHJ PROVIDED IT MEETS THE SOUND LEVEL OUTPUT REQUIRED FINISHED WALL 80" MINIMUM 96" MAXIMUM F RATINGS - 1 AND 2 HR T RATING - 0 HR WALL MOUNTED SMOKE/HEAT DETECTOR EXIT FIRE AUDIBLE ONLY APPLIANCES 12" (MAXIMUM) 80" (ADA) 80" MINIMUM (NFPA) LIGHT SWITCH FINISHED WALL GFI RECEPTACLE IN BATHROOM FIRE ALARM L MANUAL PULL STATION 48" MAXIMUM (ADA) 42" MINIMUM (NFPA) 48" 48" MAXIMUM (NFPA) TELEPHONE / DATA OUTLET ABOVE COUNTER RECEPTACLE 90" PULL DOWN 6" ABOVE COUNTER OR 4" ABOVE BACKSPLASH 42" FINISHED FLOOR K 2 E-751 M I certify that these documents were prepared or approved by me and that I am a duly licensed engineer under the laws of the State of Maryland. License #29435 Expiration Date November 21, 2017 2. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM. THE SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE A MIN 0 IN. (POINT CONTACT) TO A MAX 2 IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE - NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER STEEL PIPE. B. IRON PIPE - NOM 12 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. D. COPPER TUBING - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 18" RECEPTACLE OUTLET TYPICAL DEVICE MOUNTING HEIGHTS -DETAIL SCALE: NOT TO SCALE The drawing and design shown here are the property of The Lukmire Partnership, Inc. The reproduction, copying, or use of the drawings or design without written consent is prohibited. Any infringement will be subject to legal action. 3. FILL, VOID OR CAVITY MATERIAL* - CAULK - MIN 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 3/8 IN. DIAM BEAD OF FILL MATERIAL APPLIED AT POINT CONTACT LOCATION AT THE PENETRANT/GYPSUM BOARD INTERFACE ON BOTH SIDES OF WALL. J SECONDARY SCHOOL REFORM MILITARY SCIENCE PENETRATIONS THROUGH STRUCTURE SHALL MAINTAIN FIRE RESISTANCE AND COMPLY WITH SECTION 713.4 OF THE IBC 2009. ALL ANNULAR SPACES BETWEEN RATED STRUCTURE/ENCLOSURE SHALL BE FILLED WITH APPROVED MATERIAL COMPLYING WITH REQUIREMENTS OF UL 1479. 3 1/8" 2 3/4" 3/4" PANEL "XX" 1 1/2" H REINFORCED CONCRETE 5/32" DIA. HOLE FED FROM PANEL "XXX" F RATINGS - 2 HR T RATING - 0 HR 1/2" LETTERS (TYPICAL) NOTES: NOTES: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL NAMEPLATE REQUIREMENTS. 1. WHERE CONDUITS PASS THROUGH MASONRY OR CONCRETE WALLS OR FLOORS, THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND SET INDIVIDUAL GRC SLEEVES FOR EACH CONDUIT AND ALL OTHER WORK UNDER HIS CHARGE, AS NECESSARY FOR PASSAGE OF ALL RACEWAYS. SLEEVES SHALL BE OF SUFFICIENT SIZE TO PROVIDE 1/2" ANNULAR SPACE AROUND THE CONDUIT PASSING THROUGH THE FLOOR OR WALLS. ALL OPENINGS SHALL BE SEALED, MADE SMOKE RESISTANT, AND TIGHT BY JHH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF SLEEVES PROVIDED UNDER THIS CONTRACT AND SHALL COORDINATE ALL REQUIREMENTS FOR RACEWAY SLEEVES. 2. NAMEPLATE TO BE 1/16" THICK WHITE PLASTIC WITH BLACK CENTER LAMINATION. FACE SHALL BE WHITE, ENGRAVED LETTERS SHALL BE BLACK. G 3. SECURE NAMEPLATE TO SURFACES WITH (2) FLAT HEAD BRASS SCREWS. ADHESIVE CEMENT SHALL NOT BE ALLOWED. 3 2. WALL ASSEMBLY - MIN 6 IN. (152 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 25 IN. (635 MM). NAME PLATE -DETAIL E-751 P N PARKDALE HIGH SCHOOL FOR CEILING HEIGHTS LESS THAN 86", THE VISUAL LENS MOUNTING HEIGHT SHALL BE WITHIN 6" OF THE CEILING GYPSUM WALLBOARD CEILING SCALE: NOT TO SCALE SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR THE NAMES OF MANUFACTURERS. Prince George's County Public Schools 36" (MINIMUM) 6001 Good Luck Road, Riverdale, MD A/C SUPPLY OR RETURN DIFFUSER N 2700 South Quincy Street Suite 300 Arlinngton, VA 22206 703−998−0101 fax 703−998−7798 3. THROUGH PENETRANT - ONE METALLIC PIPE, TUBING OR CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPES, TUBING OR CONDUITS AND PERIPHERY OF OPENING IS DEPENDENT UPON THE TYPE AND MAX DIAM OF THE THROUGH PENETRANT AS TABULATED BELOW. E TYPE OF THROUGH PENETRANT D MAX DIAM OF THROUGH PENETRANT, IN. (MM) Project Title: PIPE, TUBING OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, TUBING OR CONDUITS MAY BE USED: A. STEEL PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. D. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. E. CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 IN. (152 MM) DIAM GALV STEEL CONDUIT OR NOM 1 IN. DIAM FLEXIBLE STEEL CONDUIT. 4 (102) AS MENTIONED IN NOTE #1 ABOVE STEEL TUBING OR CONDUIT 4 (102) AS MENTIONED IN NOTE #1 ABOVE STEEL CONDUIT 6 (152) AS MENTIONED IN NOTE #1 ABOVE STEEL OR IRON PIPE 24 (610) AS MENTIONED IN NOTE #1 ABOVE COPPER TUBING OR PIPE 6 (152) AS MENTIONED IN NOTE #1 ABOVE G F EXISTING BUILDING D 1ST FLOOR PENETRATIONS THROUGH STRUCTURE SHALL MAINTAIN FIRE RESISTANCE AND COMPLY WITH SECTION 713.4 OF THE IBC 2009. ALL ANNULAR SPACES BETWEEN RATED STRUCTURE/ENCLOSURE SHALL BE FILLED WITH APPROVED MATERIAL COMPLYING WITH REQUIREMENTS OF UL 1479. 2ND FLOOR KEY PLAN C No. 1 E-751 H NORTH 4. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT LOCATION BETWEEN THROUGH PENETRANT AND CONCRETE, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE CONCRETE/THROUGH PENETRANT INTERFACE ON BOTH SURFACES OF WALL. 1 J E ANNULAR SPACE, IN. STEEL OR IRON PIPE K Owner: F L THROUGH-PENETRATION FIRESTOP -DETAIL 2 SCALE: NOT TO SCALE Description DD/CD/PERMIT SUBMISSION CD/BID SUBMISSION Date C 2/18/2016 3/02/2016 ELECTRICAL DETAILS Proj Arch: Drawn: Author Scale: MRR Dwg. No.: QC: Project No. A SAIP16148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1/8" = 1'-0" E-751 A 3/2/2016 4:09:03 PM B B