HomeMy WebLinkAboutARB202200032 Plan - Submittal (First) 2022-07-19www.IONIGDEZI&NB.aom
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Designed bg: LAIR
Drawn by: LAIR
Checked by: LAIR
s issue: 04/29/2022
Schematic Design
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www.IONIGDEZI&NS.com
GENERAL Y�ORK NOTES GENERAL ^ORK NOTES GENERAL MEGHANIGAL NOTES OENERAL ELEGTRIGAL NOTES
1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH 2O15 VIRGINIA CON5TRUCTION 1 ALL MECHANICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE 1 ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE LATE5T EDITION OF THE
CODE. 21 THE GENERAL GONTRAGTOR SHALL RESTORE PORTIONS OF BUILDING, 517E IMPROVEMENT5, INTERNATIONAL MECHANICAL CODE NATIONAL ELECTRICAL CODE AND ALL LOCAL GODE5 HAYING JURISDICTION :?YE
LANDSCAPING AND OTHER ITEM5 DAMAGED BY GON5TRUGTION OPERATIONS TO THE FIB
2 THE DOCUMENT5 REFLECT CONDITION5 REASONABLY INTERPRETED FROM THE EXI5TING 5ATI5FACTION OF THE ARCHITECT AT NO ADDITIONAL EXPENSE TO THE OWNER OR TENANT 2 PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE HEATING 2 THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMIT5 AND PAY 5UGH FEES A5 MAY
VISIBLE CONDITIONS, OR FROM DRAWINGS, OR INFORMATION FURNISHED BY THE OWNER. AND VENTILATING WORK INDICATED ON THE DRAWINGS AND AS REQUIRED BY LOCAL CODE5 BE NECESSARY FOR INSPECTIONS, TE5T5, AND OTHER 5ERVIGE5 NECESSARY FOR THE
CONTRACTOR SHALL VINT THE SITE AND EXAMINE CONDITIONS OF THE PREMISES AND THE 22 "PROVIDE" SHALL MEAN TO SUPPLY, TO FURNISH AND TO IN5TALL COMPLETE WITH ALL AND ORDINANEE5 COMPLETION OF HI5 WORK
CHARACTER AND EXTENT OF WORK REQUIRED PRIOR TO 5UBM155ION OF BID5. ANY ACCESS
DIFFICULTIES GOMPLYING WITH THE PRAWINC75 AND 5PEEIFICAMON5 5HALL BE BROUGHT TO
3 SHOULD DESIGN/BUILD WORK BE PERFORMED BY THE CONTRACTOR, ALL SYSTEMS WILL BE 3 ALL MATERIAL SHALL BE NEW AND BEAR THE U.L. LABEL LISTED APPROVAL FOR ITS n
THE ATTENTION OF THE ARCHITECT BEFORE BIDDING. 23 WHERE REQUIRED ELSEWHERE IN THESE DOCUMENTS, OR A5 DIRECTED BY THE ARCHITECT, CALCULATED WITH PROPER GFM ALLOCATIONS FOR THE SPACE NEED5. CONFIRMATION OF INSTALLED APPLICATION
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND 5AMPLE5 OF ALL MATERIAL5 AND SYSTEM WILL BE VERIFIED AT CONGLU510N OF WORK NTH A BALANCE REPORT. W O = v
3 THIS SET OF DRAWINGS 15 TO BE U5ED SOLELY FOR THE ADDRE55 MARKED ON THE 5ET. GOODS TO BE INCORPORATED IN THE WORK. R15K AND LIABILITY 15 BORNE BY THE CONTRACTOR TO MAKE GORREGTIONS AS NEGE55ARY AT NO ADDITIONAL C05T TO 4 THE ELECTRICAL SERVICE TO THE SITE 5HALL BE VERIFIED BY TH15 CONTRACTOR PRIOR ■
NO OTHER ADDRE55 15 TO BE PERMITTED CONTRACTOR IN IT5 ENTIRETY 5HOULD TH15 STEP IN CONTRACT ADMINISTRATION BE ONAIER/TENANT TO BIDDING JOB. THIS CONTRACTOR SHALL PROVIDE CONDUIT, GABLE, CONCRETE, o
ELIMINATED GONNEGTIONS AND OTHER EQUIPMENT REQUIRED FOR AN UNDERGROUND ELECTRICAL
4 CONTRACTORS SHALL USE DRAWING SETS LABELED "GONSTRUGTION 5ET" ONLY. PLEASE 4 BEFORE FINAL ACCEPTANCE BY OWNER, A FINAL BALANCE OF HVAG SYSTEM SHALL BE SYSTEM FROM THE POWER COMPANY EQUIPMENT TO THE NEW DISTRIBUTION PANEL "DP". IT Iv Q m Q
VERIFY THAT THE TITLE BLOCK GONTAIN5 TH15 INFORMATION FOR FINAL PRIGING AND 24 UNLE55 INSTRUCTED OTHERWISE BY THE OWNER'S AGENT, THE REMOVAL AND DISPOSAL OF PERFORMED BY MECHANICAL GONTRAGTOR. NO FINAL PAYMENT WILL BE MADE UNTIL A SHALL BE THE RE5PON5IBILITY OF TH15 CONTRACTOR TO COORDINATE ELECTRICAL o r+
CON5TRUETION DEMOLITION AND/OR GON5TRUGTION MATERIAL 5HALL BE THE RE5PON5IBILITY OF THE IN5PEETION5 REPORT HAS BEEN REGEIVED AND HVAG 5Y5TEM5 ARE IN BALANCE 5ERVIGE ENTRANCE WORK WITH THE POWER COMPANY. 5EGURING GONTRAET5 WITH POWER Ofj o
GENERAL CONTRACTOR. THE CONTRACTOR SHALL KEEP THE CON5TRUETION SITE FREE AND COMPANY FOR THE INSTALLATION OF PRIMARY ENTRANCE, INGLUDING GHARGE5 BY POWER u
5 PAY FOR AND SECURE PERMITS, FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE CLEAR OF ALL DEBRIS THROUGHOUT THE COURSE OF THE PROJECT. UPON COMPLETION OF 5 HVAG CONTRACTOR IS RESPONSIBLE TO NOTIFY GENERAL CONTRACTOR OF REQUIRED COMPANY IN BID; AND PERFORMING WORK REQUIRED BY POWER COMPANY IN f o � o o
PROPER EXECUTION AND COMPLETION OF THE WORK UNLE55 OTHERWISE INSTRUCTED BY THE WORK, THE ENTIRE GON5TRUGTION AREA INCLUDING THE FACE OF ALL GLAZING 15 TO BE CHANGES IN ROOF OPENINGS FOR ROOF TOP UNITS DUE TO GRANGE IN EQUIPMENT SIZE AGCORDANGE WITH POWER COMPANY RULE5 AND REGULATON5 TO INSURE A COMPLETE N o m
THE ARCHITECT /ONNIER THOROUGHLY GLEANED DICTATED BY APPROPRIATE OPTION ABOVE ELECTRICAL 5ERVIGE O = r w = r
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b ARRANGE FOR A PRE-GON5TRUGTION CONFERENCE PRIOR TO START OF CONSTRUCTION. 25 PROVIDE AND MAINTAIN A WATER -TIGHT 5TORAGE 5PAGE, SEGURE FROM THEFT, FOR b HVAG CONTRACTOR 15 RESPONSIBLE TO NOTIFY GENERAL GONTRAGTOR, ELECTRICAL, AND 5 GIRGUIT BREAKERS U5ED FOR SWITCHING OF LIGHTING OR SIGN GIRGUIT5 SHALL BE o LLJ m N
MEETING SHALL BE ATTENDED BY ARCHITECT, CONTRACTOR, AND MAJOR STORAGE OF ALL MATERIAL5 AND EQUIPMENT GALLED FOR ON THE PLANS AND PLUMBING GONTRAETOR5 OF EHANGE5 IN ELECTRICAL AND GA5 REQUIREMENT5 DUE TO APPROVED FOR SWITCHING DUTY AND SHALL BE MARKED "SWD" IN AGGORDANGE WITH
SUBCONTRACTORS SPEGIFIGATIONS GHANGE5 IN EQUIPMENT GAPAEIME5 A5 DICTATED BY APPROPRIATE OPTION ABOVE N.E.G. ART.240.53 W.
m
26 ALL NEW WALL5 ARE DIMEN5IONED TO/FROM FACE OF STUD. EXI5TING WALLS ARE b PROVIDE "LOCKING" TYPE DEVIGE5 ON ALL GIRGUIT BREAKERS CONNECTED TO 6
1 COMPLY WITH APPLICABLE CODES, REGULATIONS, ORDINANCES AND REQUIREMENTS OF 1 THERMOSTAT LOCATIONS TO BE APPROVED BY ARCHITECT BEFORE INSTALLATION. EMERGENCY AND NIGHT LIGHTING, SIGNS, FIRE ALARM, SECURITY SYSTEMS, AFTER HOUR 0 6
AUTHORITIES HAVING JURISDICTION, INCLUDING AGGESSIBILITY GUIDELINES WHERE DIMENSIONED TO/FROM FACE OF FINISH GENERALLY, THERMOSTATS TO BE LOCATED ABOVE LIGHT SWITCHES LU > m
DEPOSIT AND AUTOMATIC TELLER MAGHINES m r
APPLICABLE. SUBMIT COPIES OF INSPECTION REPORTS, NOTICES AND SIMILAR DOCUMENTS Q Q/
TO ARCHITECT r
2'7 PROVIDE ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S 5 ADJUST ALL GONTROLS AND EQUIPMENT FOR PROPER OPERATION. LUBRICATE AND GLEAN u � > x
IN5TRUGTION5 AND INDUSTRY STANDARDS FOR A COMPLETE IN5TILLATION AND TO MAINTAIN ALL EQUIPMENT PRIOR TO ACGEPTANCE OF BUILDING OWNER 1 ALL SWITCHES, DUPLEX REEEPTAGLE5, AND TELEPHONE OUTLETS TO BE FLU5H MOUNTED, = Z = a
5 CONTACT ARCHITECT 8 ENGINEER FOR ANY WORK REQUIRING SPECIAL INSPECTIONS BY THE ANY APPLICABLE WARRANTY THROUGHOUT UNLE55 OTHERWISE NOTED v u "'LU u
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CITY, DISTRICT, OR TOWNSHIP. ALL REPORTS ARE SUBMITTED TO ARCHITECT FOR PROPER q WHERE REQUIRED BY GOVERNING ORDINANEE5, PROVIDE FIRE DAMPER5 CONFORMING TO �� w w w w o
DOCUMENTATION 8 REVIEW 25 ALL ABUTTING DISSIMILAR MATERIALS ARE TO BE 5EALED. COLOR TO MATCH AD -AGENT 5 PROVIDE REQUIRED SERVICE AND EQUIPMENT GROUNDING SYSTEMS. THE CONDUIT SYSTEM —_ m OL
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NFPA LOAN SUPPLY DUCTS TO HAVE 1" FIBERGLASS INSULATION. EXHAUST INSTALLATION SHALL BE ELECTRICALLY EONTIN0005 AND SHALL BE SAFELY GROUNDED AT THE LL
MATERIALS SHALL CONFORM TO NFPA qb � � z � � z 6
q SHOULD THE ARCHITECT OR HI5/HER GON5ULTANT5 NOT BE RETAINED FOR CONSTRUCTION DISTRIBUTION PANEL. ALL DEVIEE5 5HALL BE BONDED TO THE CONDUIT SYSTEM. o v z ? m Z v
ADMINISTRATION, THE GENERAL CONTRAGTOR SHALL BE SOLELY RE5PON5IBLE FOR 2q INSULATING MATERIALS, WHERE CONGEALED AS INSTALLED IN BUILDINGS OF ANY TYPE OF PROVIDE A SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT O a m r-
10 WHERE REQUIRED, PROVIDE GLA5S "B" GA5 VENT FLUE5 COMPLETE WITH GAP, COLLAR AND > ry LU r
DEVIATIONS FROM THE CONSTRUCTION DOGUMENT5 CON5TRUCTION, SHALL HAVE A FLAME 5PREAD OF NOT MORE THAN 25 AND A FLASHING =
SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 q IDENTIFY DISCONNECT 5WITGHE5 WITH LAMINATED PHENOLIC, NAMEPLATES WITH 1/41, y�
10 OWNER MAY ALTER THE5E DOGUMENT5 BY ADDING TO OR DEDUCTING FROM OR OTHERWISE MINIMUM HEIGHT LETTERS, 5WITGHE5 SHALL BE THE HEAVY DUTY TYPE IN NEMA I ENGL05URE I II II JII
11 GA5 PIPING SHALL BE STANDARD WEIGHT, BLACK STEEL PIPE, SCHEDULE 40. PIPING OR EQUAL BY SQUARE D OR ARROW -HART. 5WITGHE5 SHALL BE QUICK -MAKE,
MODIFYING THE WORK, WITHOUT INVALIDATING THIS CONTRACT. ALL SUCH GHANGE5 5HALL 30 CONTRACTOR SHALL CONTACT ARGHITEET WITHIN '72 HOUR5 AFTER CONCRETE FLOOR EXPOSED TO ATM05PHERE OR RUN BELOW GRADE SHALL HAVE POLYETHYLENE PLASTIC
BE PERFORMED UNDER THE CONDITION5 OF THE ORIGINALPOURED FOR CONTRACT, EXCEPT THAT NO SLAB HAS BEEN POURFOR INSPECTION QUICK -BREAK, EXTERNALLY OPERATED AND INTERLOCKED 5
EXTRA WORK OR MODIFICATION SHALL BE DONE OR PAID FOR BY OWNER WITHOUT A COATING. ALL GAS PIPING, FITTINGS AND INSTALLATION SHALL BE IN ACCORDANCE WITH
REQUIREMENTS OF UTILITY COMPANY AND ALL GOVERNING BODIES
WRITTEN ORDER FROM OWNER SIGNED BY THE CON5TRUCTION MANAGER. THE CONTRACT 31 THERE SHALL BE NO UNPROTECTED OPENINGS WITHIN FIRE RATED ASSEMBLIES. ALL DUCT 10 PROVIDE POWER WIRING AND HOOK-UP FOR EACH MECHANICAL AND KITCHEN EQUIPMENT LL
5UM SHALL BE INGREA5ED OR DEGREASED BY AN AMOUNT AGREED TO IN WRITING BY THE PENETRATIONS SHALL BE PROCEEDED WITH FIRE DAMPERS. EACH PENETRATION OF A FIRE ITEM. THIS CONTRAGTOR SHALL MOUNT, PROVIDE WIRING, AND MAKE FINAL GONNEETION5
PARTIES PRIOR TO THE GOMMENGEMENT OF ANY 5UGH GHANGE, WHICH AMOUNT SHALL NOT TO EQUIPMENT CONTROL PANEL5 (WHIGH INGLUDE PREWIRED STARTERS, RELAYS, ETC.)
RESISTANT RATED ASSEMBLY BY A PIPE, TUBE WIRE OR CONDUIT SHALL BE PROTECTED BY
INCLUDE MORE THAN 10% MARK-UP TO CONTRACTOR. CONTRACTOR SHALL PROVIDE FURNI5H AND INSTALL ALL STARTERS WHICH ARE NOT FURNISHED AS A PART OF w
ADEQUATE PROOF OF G05T OF EACH SUCH ITEM5 A THROUGH PENETRATION FIRE STOP 5Y5TEM THAT HA5 BEEN TESTED AGGORDING TO A5TM MECHANICAL EQUIPMENT ®�
E514 OR E 1qq. THE METHOD AND MATERIALS, INGLUDING MANUFAGTURER5 GUT SHEETS, _ ®�
U5ED TO PROTECT THE PENETRATIONS OF FIRE RATED A55EMBLIE5 SHALL BE SHOWN ON w
11 ANY EXTENSION OF TIME FOR THE COMPLETION OF THE WORK A5 A RESULT OF GHANGE THE PLANS. OTHER AREA5 THAT REQUIRE FIRE 5TOPPING INCLUDE 5HOWER, TUB AND TOILET 11 FOR 5ERVIGE AND PANEL FEEDER WIRING, U5E TYPE THHN GABLE. U5E TIN GABLE FOR
ORDER SHALL BE AGREED TO IN THE WRITTEN AUTHORIZATION FOR 5UGH GHANGE ORDER DRAINS, ELECTRICAL BOX PENETRATION5 AND THE ANNULAR 5PAGE AROUND O EN ERL FLU M S I N O NOTES INTERIOR BRANCH GIRGUIT WIRING EXCEPT A5 NOTED. DESIGN 15 BA5ED ON COPPER o �,
NONGOMBUSTIBLE PENETRATING ITEM5 GONDUGTORS AND ALL WIRING SHALL BE COPPER
12 WRITTEN REQUESTS FOR EXTEN51ON5 OF TIME 5HALL BE GIVEN TO OWNER BY CONTRACTOR 1 PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE
WITHIN FIVE (5) DAY5 AFTER THE OCCURRENCE OF THE BA515 FOR THE EXTEN5ION REQUEST. 32 ALL VERTICAL FIRE RE515TANT RATED ASSEMBLIES SHALL BE IDENTIFIED BY SIGNAGE INTERNATIONAL PLUMBING GORE 12 PROVIDE RIGID GALVANIZED STEEL HEAVY WALL CONDUIT / OR PLASTIC, CONDUIT FOR `
NO 5UGH REQUEST SHALL BE DEEMED GRANTED UNLE55 EXPRE55LY AGREED TO BY ONAIER LOCATED ON THE ASSEMBLY ABOVE THE GEILING. SUCH SIGNAGE 5HALL HAVE LETTERS NO 5ERVIGE AND PANEL FEEDER CONDUIT5. FITTINGS SHALL BE STEEL. THREADED, w ��
IN WRITING SMALLER THAN ONE INCH IN HEIGHT THAT STATES "A FIRE RATED ASSEMBLY" AND GIVING 5ET-5GREW TYPE WITH INSULATED THROATS. FURNISH EMT CONDUIT FOR INTERIOR WIRING
THE HOURLY RATING OF THE A55EMBLY. SIGNAGE SHALL BE PLACED AT HORIZONTAL 2 PAY ALL FEES AND ARRANGE FOR EXECUTION OF ALL TAPS, METERS WITH REQUIRED WHERE PHY5IGAL DAMAGE 15 NOT A GON5IDERAMON
13 SHOULD THE CONTRAGTOR REQUIRE ANY ADDITIONAL DETAILS OR VERBAL CLARIFICATION INTERVALS OF 5 FEET ENCLOSURES (IF ANY), ETC, INHERENT TO THE INSTALLATION OF NEW PLUMBING 5ERVIGE Comm 210 515
NEGE55ARY FOR THE PROPER EXECUTION OF THE WORK, A WRITTEN REQUEST FOR 13 CONDUIT SHALL BE GONGEALED WHEREVER P0551BLE AND SHALL BE RUN PARALLEL OR Scale
INFORMATION SHALL BE SUBMITTED TO THE ARCHITECT IN A TIMELY MANNER 50 A5 NOT TO 33 BUILDING AND SITE SIGNAGE SHOWN IN THE5E DOGUMENT5 ARE FOR REFERENCE ONLY, AND 3 5HALL INCLUDE ALL PIPING; DOMESTIC HOT AND GOLD WATER, SANITARY AND SUPPLY AND PERPENDICULAR TO BUILDING WALL5 AND GEILING5. CONDUIT INSTALLED IN OR BELOW Designed by: LAR
IMPEDE THE PROJECT 50HEDULE ARE SUBJECT TO THE ZONING REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION HOOK-UP OF ALL FIXTURES 5HONAI ON THE DRAWINGS 5LAB SHALL BE GALVANIZED RIGID CONDUIT / OR PLASTIC, CONDUIT
Drawn by: LAR
14 EAGH SUB CONTRACTOR SHALL REVIEW THE GON5TRUGTION DOGUMENT5 AND EVALUATE 34 PREPARE A PUNCH LIST AT CLO5E-OUT OF ALL WORK REMAINING TO BE COMPLETED FOR 4 ALL ITEM5, SUCH AS FITTINGS, ETC. NOT MENTIONED BUT UNDER5TOOD A5 NEGE55ARY TO 14 PROVIDE STRUCTURAL STEEL FRAMEWORK AND HANGING ROD5 WITH BRAGE5 AND o Checked by: LAR
THE 5GOPE OF WORK REQUIRED BY THEIR RE5PEETIVE TRADE AND ANY CONFLICTS WITH REVIEW BY THE ARCHITECT COMPLETE THE PLUMBING 5Y5TEM SHALL BE INCLUDED ACGE55ORIE5 WHERE REQUIRED TO HOLD EQUIPMENT IN FINAL POSITION. PROVIDE STEEL o Issue: 0 4 /2 9/20 2 2
OTHER TRADE5. ANY GONFLIGTS WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE SHAPES AND FRAMES TO SUPPORT WALL MOUNTED EQUIPMENT WHERE NORMAL WALL 5 c h e m at is Design
ARCHITECT 35 COMPLETE PUNCH LIST ITEMS PROMPTLY AT NO ADDITIONAL EXPENSE TO THE OWNER Design A COUNT OF EXISTING PLUMBING FIXTURES SHALL BE MADE BY THE GITY PLUMBING STRENGTH MAY BE INADEQUATE Design Development
IN5PEGTOR AND THE DRAIN FIXTURE UNIT5 (DFU'S) CALCULATED, FOR ANY RENOVATION Permit Set
15 VERIFY ALL DIMENSIONS AND CONDITION5 PRIOR TO THE START OF CONSTRUCTION. ANY 36 TEST ALL SYSTEMS PRIOR TO CLOSE-OUT TO ENSURE THAT ALL SYSTEMS ARE WORKING PROJECT
D15GREPANEIE5 SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT PROPERLY Revision Number Date
6 THE CONTRACTOR SHALL DO ALL GUTTING OF WALL5, FLOORS AND GEILING5 AS REQUIRED w
16 MAINTAIN ON 51TE A 5ET OF WORKING DOGUMENT5 INDICATING ACTUAL REVISIONS TO THE FOR IN5TALLATION OF PLUMBING WORK. ALL GUTTING SHALL BE HELD TO A MINIMUM. PATCH
WORK AND REMOVE TEMPORARY FACILITIES AND PROVIDE FINAL GLEANING AND TOUGH -UP AND FINISH SURFACES TO MATCH ADJOINING SURFACES
11 5EGURE THE GON5TRUCTION AREA AND RESTRICT ACCE55 TO AUTHORIZED PERSONNEL 55 PROVIDE "A5-BUILT" DRAWINGS FOR THE OWNER'S REGORD5 INDICATING ANY AND ALL '7 WATER PIPING SHALL BE 5LOPED FOR DRAINAGE WITH DRAIN VALVES INSTALLED AT LOW
ONLY MODIFIGATION5 TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION WORK. POINTS
DRAWIN65 SHALL BE DATED AND SIGNED BY THE CONTRACTOR AND APPROPRIATE
15 CONTRACTOR SHALL COMMENCE CONSTRUCTION WITHIN FIVE (5) CALENDAR DAY5 AFTER SUBGONTRAGTOR 5 PROVIDE GLEANOUT5 FOR SOIL AND WA5TE LINE5, ELEANOUT5 SHALL HAVE TOP5 DESIGNED
WRITTEN NOTIGE FROM OWNER 341 TH15 CONTRACTOR SHALL GUARANTEE WORK TO BE FREE FROM ANY DEFECTIVE FOR 5PEGIFIC C, FLOOR FIN15HE5 5UGH A5 CARPET, TILE, ETC, - UNLE55 NOTED OTHERWI5E O EN ERAL ^ORK GOORID NOTES Q
WORKMANSHIP AND MATERIALS, USUAL WEAR EXPECTED, AND 5HOULD ANY 5UGH DEFEGT5 w W
1q WITHIN TEN DAY5 OF THE EXECUTION OF THE CONTRACT, THE CONTRACTOR SHALL 5UBMIT DEVELOP WITHIN A PERIOD OF ONE YEAR AFTER ACGEPTANGE OF THE BUILDING BY THE q 501L, WA5TE, AND VENT PIPING TO BE OF MATERIAL APPROVED BY LOCAL CODE5 1 THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. o
TO THE ARCHITECT A 5GHEDULE SHOWING THE SEQUENGE IN WHIGH THE CONTRACTOR OWNER, TH15 CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS AND - ALERT ARCHITECT FOR ALL AREAS ABOVE GEILIN65 WHERE GL05E TOLERANGE5 ARE
PROPOSES TO CARRY OUT THE WORK. WHERE APPLICABLE, THE SCHEDULE SHOULD TAKE DAMAGE RESULTING FROM FAILURE OF THE5E ITEMS, AT NO EXPENSE WHATSOEVER TO THE 10 ACCESS PANEL5 SHALL BE PROVIDED AT CONGEALED VALVES, WATER HAMMER ARRESTORS AFFECTED BETWEEN BUILDING ELEMENTS AND MECHANICAL AND ELECTRICAL WORK.
INTO ACCOUNT ANY PHASING REQUIREMENTS SUBMITTED BY THE OWNER AND TENANT, AND OWNER AND OTHER DEVIGES - VERIFY LOCATION OF UTILITIES AND EXISTING GONDITIONS. NOTIFY ARCHITECT OFDoom
A5 DESCRIBED IN THE CON5TRUGTION 5ET. EACH MAJOR CONSTRUGTION TASK IS TO BE GONDITIONS DIFFERING FROM TH05E INDICATED ON THE DRAWINGS.
IDENTIFIED WITH PROJECTED START AND FINISH DATE5. CRITICAL ITEMS, LEAD TIME5 AND - VERIFY DIMENSIONS ON DRAWINGS WITH DIMENSIONS AT THE PROJECT 51TE.
EVENTS ARE TO BE INDICATED UNDER THE TERMS OF CONTRACT ADMINISTRATION BETWEEN O EN ERL I R� �ROT�GT I ON N OT�S 11 ALL WATER SUPPLY PIPING BELOW GROUND SHALL BE TYPE K SOFT COPPER TUBING, (AVOID GON5TRUGTION DRAWING5 SHOULD NEVER BE "SCALED".
THE ARCHITECT AND OWNER FITTINGS BELOW SLAB WHENEVER P0551BLE). ALL WATER SUPPLY PIPING ABOVE GROUND
SHALL BE TYPE L HARD COPPER TUBING O
2 THE GENERAL CONTRACTOR SHALL VERIFY AND LOCATE UTILITIE5, EXISTING FAGILITIES =
20 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING WORK. 1 ALL FIRE PROTECTION 5HALL BE INSTALLED IN AGGORDANGE WITH THE LATEST EDITION OF AND EQUIPMENT AT THE PROJECT 51TE. w
ANY DAMAGE TO EXISTING WORK CAUSED AS A RESULT OF THE EXECUTION OF TH15 PROJECT THE INTERNATIONAL BUILDING CODE AND THE NATIONAL FIRE PROTECTION CODE 12 PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE - SURVEY AND LAYOUT ALL IMPROVEMENTS, UTILITIES, 5TRUGTURE5, AND MI5GELLANEOU5 w
SHALL BE REPAIRED BY THE GENERAL CONTRACTOR, A5 REQUIRED AT THE SOLE EXPEN5E COMPONENTS. Cob
OF THE GENERAL CONTRACTOR 13 ALL POTABLE WATER OUTLETS 5HALL BE PROTECTED FROM GRO55 CONNECTION AS W W W
2 PROVIDE FIRE EXTINGUISHER GABINETS WITH FIRE EXTINGUISHERS, LOCATE PER CODE REQUIRED UNDER SECTION 608 OF THE IPG d ~
OFFICIAL A5 REQ. AND NFPA 10 3 COORDINATE THE LOCATION OF ALL ACCE55 PANELS WITH THE LOCATION OF PLUMBING,
MECHANICAL AND ELECTRICAL ITEM5, 5EE MECHANICAL AND ELECTRICAL DRAWING5 E• i
3 WHEN A FIRE SUPPRESSION 5Y5TEM 15 REQUIRED BY THE5E DRAWINGS, THE GENERAL 14 FLOOR DRAINS 5HALL BE INSTALLED ACCORDING TO SECTION 412 OF THE IPG O _-
CONTRACTOR 5HALL 5UBMIT DETAILED PLANS, 5PEGIFIGATION5, AND SHOP DRANUNC75 TO THE 4 OWNER FURNISHED OWNER IN5TALLED (OFOI) ITEMS IDENTIFIED IN THESE DOGUMENT5 ARE � I �
CITY FIRE PROTECTION ENGINEER FOR REVIEW AND A FIRE PERMIT 5EGURED PRIOR TO 15 INSULATE ALL GOLD AND HOT WATER PIPING AND 5EAL JOINT5 - HOLD ALL GOLD AND HOT TO BE PROVIDED BY THE OWNER AND REQUIRE THE CONTRACTOR TO COORDINATE Q
INSTILLATION, PER SECTION qO3 OF THE IBG WATER PIPING TO WARM 51DE OF INSULATION TO PROHIBIT FREEZING. INSULATION 5HALL MEET INSTILLATION o
FLAME SPREAD AND SMOKE DEVELOPED RATINGS REQUIRED BY LOCAL GODE5 x o
4 WHEN A FIRE ALARM SYSTEM 15 REQUIRED BY THESE DRAWINGS, THE GENERAL CONTRACTOR 5 OWNER FURNISHED CONTRACTOR INSTALLED (OFGI) ITEM5 IDENTIFIED IN THE5E W
5HALL 5UBMIT DETAILED PLAN5, 5PEGIFIGATION5, AND 5HOP DRA NING5 TO THE CITY FIRE DOCUMENTS ARE TO BE FURNISHED BY THE OWNER AND INSTALLED BY THE GONTRAGTOR CMD 1
PROTECTION ENGINEER FOR REVIEW AND A FIRE PERMIT 5EGURED PRIOR TO INSTILLATION, PER 5E5 h e e t Number
ETION q01 OF THE IBC
C S 1 11
(B.
A
1'-0"
LIFE SAFETY LE6 END
�FE FIRE EXTINGUISHER
® EXIT 516N N1 BATTERY
BACKUP
EMERGENCY BACK UP UNIT
zi EXIT EXIT 516N Y41 EMERGENCY
L16HT5 AND BATTERY BACKUP
XI -XI, E6RE55 TRAVEL PATH
LON6E5T P15TANCE
DISTANCE TO EXIT
BUILDING CODE COMPLIANCE SUMMARY
JURI5DICTION CITY OF CHARLOTTE5VILLE, VA
APPLICABLE BUILDIN6 CODES 2015 VIR61NIA CONSTRUCTION CODE
ACCE551BILITY CHAPTER 11 2012 IBC AND AN51 111.1 - 2009
BUILDIN6 DE50RIPTION NEW CONSTRUCTION OF BUILDING ENVELOPE
U5E GROUP GROUP A-2 (RESTAURANT)
CONSTRUCTION TYPE
(TABLE 601) TYPE V-B
HE16HT AND AREA LIMITATIONS
(TABLE 503) ALLOAABLE ACTUAL
5TORIE5/HEIGHT 1/ 40' 1/ 18'-01,
AREA (6RO55) 6,000 50. FT. 2,632 50. FT.
FIRE SEPARATION P15TANCE N/A
(TABLE 602)
AUTOMATIC 5PRINKLER 5Y5TEM NO
(SECTION 903)
PORTABLE FIRE EXTINGUI5HER5 YES (NFPA 10)
(SECTION 906)
FIRE ALARM
(SECTION 901.2.1) NO
OCCUPANT LOAD FACTOR DINING (1,200 N5F EST.) @ 15 NET = 80 PER50145
2 3 KITCHEN (1,000 N5F EST.) @ 200 6RO55 = 5 PERSONS
TOTAL OCCUPANT LOAD 85 PERSONS
FIRE RE515TANCE RATIN65
(TABLE 601)
STRUCTURAL FRAME 0
BEARING {HALLS
INTERIOR 0
EXTERIOR 0
NONBEARIN6 WALLS $ PARTITIONS
INTERIOR 0
EXTERIOR 0
FLOOR CONSTRUCTION 0
SUPPORT BEAMS AND J015T5 0
ROOF 60145TRUCTION 0
SUPPORT BEAMS AND J015T5 0
CAPACITY OF EGRESS DOORS
(TABLE 1003.2.3) ALL E6RE55 DOORS PROVIDE HAVE 36" MINIMUM CLEAR WIDTH
IN5ULATION: MINIMUMS
ABOVE ROOF DECK R-30 GI
ATTIC, R-38
WALLS R-13 + 3.8" GI OR R-20
FOUNDATION R-10 GI FOR 24" BELOYV
OPAQUE DOORS U- .61
FIXED FENESTRATION U- .36 5H6C .4
ENTRANCE DOORS U- .11 5H6G .4
INTERIOR FINISHES
CLASS 'C"
WALL d CEILING FLAME SPREAD INDEX 16-200
SMOKE DEVELOPMENT INDEX 0-450
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0 KEYED NOTE5 - FLOOR PLAN
OUTLINE OF CANOPY ABOVE, 5EE ROOF PLAN
2 REINF GONG 5LAB PER 5TRUG. LEVEL AND BROOM GLEAN READY TO RECEIVE
TENANT FINI5HE5; COORD ANY LEAVE OUT5 W/ TENANT5. 4" GRADE FILL BELOW.
5 61 1/2' x 45 1/2" READY ACGE55 DRIVE-THRU MANUAL OPEN/ELEGTRONIC
RELEA5E WINDOW, 2'15 5ERIE5 WITH AA300 AIR CURTAIN, FLU5H MOUNT - 5EE A'1.1.
4 5-0" X 5'-0" CONCRETE DOOR 5TOOP, COORDINATE WITH 5TRUCTURAL AND GIVIL
DRAWIN65
5 PREFIN ALUM COLUMN WRAP; COLOR TO MATCH 5TOREFRONT
�\ 6 LOCATION OF GA5 AND WATER 5ERVIGE A5 WELL A5 BAGKFLOW PREVETNER
TRICAL PANEL5 IN5TALLED ADJACENT TO DOOR
WARE ALUMINUM COLUMN TO BE 5UPPLIED BY THE CANOPY MANUFACTURER.
:FLOW DRAIN, TYP. OF (2)
= DRAIN, TYP. OF (2)
CTURAL COLUMN. REFER TO 5TRUGTURAL PRAWING5
TRICAL OUTLET. REFER TO ELECTRICAL DRAWIN65
2 A2.2
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GENERAL ROOF PLAN NOTES
1. MECHANICAL DOWN FOR REFERENCE ONLY. HVAG ENFINEER SHALL
CALCULATE SIZE, NUMBER, AND LOCATE TO OPTIMIZE DUCT RUNS AND
STRUCTURAL FRAMING REQUIREMENTS.
2. MINIUM (2) RTU'5 REQUIRED. 5TARBUGK5 PREFERRED VENDORS ARE TRAIN
AND CARRIER PURCHASE CURBS. UNITS AND ACCESSORIES THROUGH
NATIONAL ACCOUNTS PROGRAM.
3. ONE TEMPERATURE 5EN50R PER HVAG UNIT SHALL BE PLACED TO
REPRESENT THE OPTIMAL AMBIENT TEMPERATURE OF THE SPACE BEING
CONTROLLED. DO NOT LOCATE 5EN5OR5 NEXT TO HEAT GENERATING
EQUIPMENT, THE 3-COMPARTMENT SINK, OR DELIVERY DOOR5. DO NOT
PLACE SENSORS UNDER SUPPLY AIR OEVICE5, ON EXTERIOR WALL, OR IN
DIRECT SUN.
4. PROVIDE SINGLE PLY MEMBRANE SLOPE MIN. 1/4" PER FOOT. INSTALL
TRAFFIC, PA05 ADJACENT TO ROOF TOP EQUIPMENT AND TO ROOF TOP
AGGE55 POINT.
5. ENSURE POWER IN 516NAGE LOCATIONS. COORDINATE CONDUIT RUNS AND J-
BOXES WITH 51GNA6E VENDOR. RUN CONDUIT THROUGH WALL (PREFERRED).
DO NOT PENETRATE BACK 51DE OF CANOPY. PAINT TO MATCH BUILDING
EXTERIOR.
1/4' - 1'-0'
KEYED ROOF PLAN NOTES
1. ROOF ACCE55 LADDER.
2. PRE -FINISHED METAL COPING, TYP.
3. ROOF CRICKET.
4. MAINTAIN MIN. 4'-0" CLEARANCE AROUND RTU ZONE.
5. EXTERIOR 516NA6E.
ROOFTOP EQUIPMENT
8. RE5TOOM EXHUA5T FAN: LOCATE UTILITY SET FAN IN CLO5E PROXIMITY TO
RE5TROOM5. ENSURE MIN. 10'-0" DISTANCE FROM RTU INTAKE. PROVIDE
MEANS FOR DISCONNECTION ON ROOF.
1. NOTE USED
8. WATER HEATER FLUE: LOCATE IN CLOSE PROXIMITY TO WATER HEATER.
ENSURE MIN. 10'-0" DISTANCE FROM RTU INTAKE.
9. PENETRATIONS: ENSURE ALL ELECTRICAL GA5 CONDENSATE, AND
REFRI06ERATION PENETRATIONS ARE PROPERLY SEALED TO MAINTAIN
WATER PROOF INTEGRITY OF ROOFING.
10. 50UPPER AND DOWN5POUT: CONNECT TO SITE STORM DRAIN SYSTEM. NO
DIRECT 015GHAR6E TO 51DEWALK5 OR PARKING LOT.
11. CANOPY: OUTLINE OF CANOPY (API PRODUCTS) BELOW. SLOPE 1/4"
12. AWNING
13. GFI RECEPTACLE ON RTU.
14. D15CONNEGT FOR RTU AND JUNCTION BOX FOR DUCT SMOKE DETECTOR.
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GENERAL Y�ORK GOORD NOTES
THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADE5.
- ALERT ARCHITECT FOR ALL AREA5 ABOVE GEILIN&5 WHERE GLO5E TOLERANGE5 ARE
AFFECTED BETWEEN BUILDING ELEMENTS AND MECHANICAL AND ELECTRICAL WORK.
- VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS. NOTIFY ARCHITECT OF
GONDITION5 DIFFERING FROM TH05E INDICATED ON THE DRANING5.
- VERIFY DIMENSIONS ON DRANIN65 WITH DIMENSIONS AT THE PROJECT SITE.
CON5TRUGTION DRANIN&5 SHOULD NEVER BE "SCALED".
THE GENERAL CONTRACTOR 5HALL VERIFY AND LOCATE UTILITIE5, EXISTING FACILITIES
AND EQUIPMENT AT THE PROJECT 51TE.
- SURVEY AND LAYOUT ALL IMPROVEMENTS, UTILITIES, STRUCTURES, AND M15GELLANEOU5
COMPONENTS.
COORDINATE THE LOCATION OF ALL ACCESS PANELS WITH THE LOCATION OF PLUMBING,
MECHANICAL AND ELECTRICAL ITEM5, 5EE MEGHANIGAL AND ELECTRICAL DRANING5
OWNER FURNISHED OWNER INSTALLED (OFOI) ITEMS IDENTIFIED IN THE5E DOCUMENTS ARE
TO BE PROVIDED BY THE OWNER AND REQUIRE THE CONTRACTOR TO COORDINATE
IN5TILLATION
OWNER FURNISHED CONTRACTOR INSTALLED (OFGI) ITEM5 IDENTIFIED IN THESE
DOGUMENT5 ARE TO BE FURNISHED BY THE OWNER AND INSTALLED BY THE GONTRAGTOR
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Checked by: LAR
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Schematic Design
Design Development
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Revision Number Date
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MATERIAL LEG END
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5TUCG0-1
STANDARD EIF5
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EXTERIOR FINISH SCHEDULE
TAG I MATERIAL PRODUCT MANUFACTURER I DOLOR
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MTL-2
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6ENERALNOTES:
1.516NA6E 5HOWN 15 FOR REFERENCE ONLY AND WILL BE PERMITTED SEPARATELY.
2. ALL JUNCTION BOXES. CONDUIT, AND METERING EQUIPMENT SHALL BE PAINTED TO MATCH BUILDING EXTERIOR.
0 KEY
� NOTE5 - ELEVATION5
1. NON -ILLUMINATED PROTECTIVE BOLLARD.
2. PRIMARY ENTRANCE DOORS.
3. NOT U5ED
4. ELECTRICAL METER.
5. SERVICE DOOR.
6. PRI-FIN15HED METAL COPIN6, TYPICAL.
1. OUTINE OF ROOF BEYOND.
STOREFRONT5Y5TEM AND DOORS
8. STOREFRONT: SEE A1.1 FOR DETAILS.
1. STORE ADDRE55: PROVIDE 3" HIGH BLACK ACRYLIC STORE ADDRE55 ON
GLAZING ABOVE MAIN ENTRY DOOR.
10. DT WINDOW: PROVIDE READY-ACCE55 215 51N6LE PANEL SLIDER WITH AA300 AIR
CURTAIN. FIN15H TO MATCH ADJACENT STOREFRONT.
11. DT WINDOW SHELF: INSTAL SERVICE WINDOW SHELF AT 36" AFF IN51DE AND 42"
ADD OUT5IDE, A5 MEASURED ABOVE THE DT SURFACE, OR A5 RE61ONAL AND 51TE
REQUIREMENTS.
CANOPIES AND AANIN65
12. DT CANOPY: CANOPY AT OT WINDOW SHALL BE MIN. 9'-b" AFF CLEAR ABOVE THE
DT LANE. PREFERRED 10'-0" AFF TO AL16N WITH V15UAL HEIGHT OF STOREFRONT
CANOPY.
13. STOREFRONT CANOPY: INCLUDE EXTERIOR CANOPY TO REDUCE 50LAR HEAT GAIN.
PREFERRED BOTTOM HEIGHT OF 10'-0" AFF TO AL16N WITH TOP OF STOREFRONT
HEADER.
14. ENTRY/EXIT CANOPY: WEATHER PROTECTIVE CANOPY SHALL BE LOCATED ABOVE
ALL ENTRY AND E6RE55 DOORS AT MIN. OF 9'-O" AFF.
15. ROOF 50UPPER AND OVERFLOW: CONNECT TO UNDERGROUND STORM DRAIN.
16. NOT USED.
I 1 1 (i- 13' - 01,
1/4' = 1'-0'
BUILDIN6 516NA6E
11. NOT USED
18. NOT USED
19. NOT USED
20. EXTERIOR LIGHTING: LOCATE LI6HT AT EXTERIOR ENTRANCES. MOUNT AT T-0" AFF
21. NOT USED
22. ROOF ACCESS LADDER: ROOF LADDER WITH STEEL 6AURD DOOR IN REAR OF
BUILDIN6.
23. LOCKABLE H05E BIB
24. NOT USED
25. BLOCKING FOR 516NA6E. PROVIDE 3/4" MARINE GRADE BLOCKING FOR EXTERIOR
516NA6E. EXTEND BLOCKIN6 6" BEYOND EDGE OF 516NA6E, TYP.
T.O. PARAPET TOWER
22' - 0" 1
T.O. PARA
1'I' 4'
Level 12
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210515
Scale
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Designed bg:
LAIR
Drawn by:
LAIR
Checked by:
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Issue: 04/29/2022
Schematic Design
Design Development
Permit Set
Revision Number
Date
Q
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MTL-2
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TO MATCH RAL#'1021 MATTE
MT0025 - FLAT BLACK
MTL-3
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METAL CANOPY
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MTL-4
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5V-1
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LOCALLY 50UR0ED
AT-1
ALUMINUM TUBES
LOCALLY SOURCED
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6ENERALNOTES:
1. 516NA6E 5HONN 15 FOR REFERENCE ONLY AND MILL BE PERMITTED SEPARATELY.
2. ALL JUNCTION BOXES, CONDUIT, AND METERING EQUIPMENT SHALL BE PAINTED TO MATCH BUILDING EXTERIOR.
0 KEYED NOTES - ELEVATIONS
1. NON -ILLUMINATED PROTECTIVE BOLLARD.
2. PRIMARY ENTRANCE DOORS.
3. NOT U5ED
4. ELECTRICAL METER.
5. SERVICE DOOR.
6. PRI-FIN15HED METAL COPIN6, TYPICAL.
1. OUTINE OF ROOF BEYOND.
STOREFRONT SYSTEM AND DOORS
8. STOREFRONT: SEE A1.1 FOR DETAILS.
1. STORE ADDRE55: PROVIDE 3" HIGH BLACK ACRYLIC STORE ADDRE55 ON
GLAZING ABOVE MAIN ENTRY DOOR.
10. DT WINDOW: PROVIDE READY-ACCE55 215 51N6LE PANEL SLIDER WITH AA300 AIR
CURTAIN. FIN15H TO MATCH ADJACENT STOREFRONT.
11. DT WINDOW SHELF: INSTAL SERVICE WINDOW SHELF AT 36" AFF IN51DE AND 42"
ADD OUTSIDE, A5 MEASURED ABOVE THE DT SURFACE, OR A5 RE61ONAL AND 51TE
REQUIREMENTS.
CANOPIES AND ANNIN65
12. DT CANOPY: CANOPY AT OT YNINDOYN SHALL BE MIN. 1'-6" AFF CLEAR ABOVE THE
DT LANE. PREFERRED 10'-0" AFF TO ALIGN WITH V15UAL HEIGHT OF STOREFRONT
CANOPY.
13. STOREFRONT CANOPY: INCLUDE EXTERIOR CANOPY TO REDUCE 50LAR HEAT GAIN.
PREFERRED BOTTOM HE16HT OF 10'-0" AFF TO AL16N WITH TOP OF STOREFRONT
HEADER.
14. ENTRY/EXIT CANOPY: WEATHER PROTECTIVE CANOPY SHALL BE LOCATED ABOVE
ALL ENTRY AND E6RE55 DOORS AT MIN. OF 9'-O" AFF.
15. ROOF 50UPPER AND OVERFLOYN: CONNECT TO UNDERGROUND STORM DRAIN.
16. NOT USED.
PARAPET TOWER
22' - 0" V
T.O. PARA
1?' - 4" V
Level 12
11' - 10"
Level 11
11'-On
.0.5TOREFRONT
10'-0-
T.O. SLAB
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BUILDING 516NA6E
11. NOT USED
15. NOT USED
11. NOT USED
20. EXTERIOR LIGHTING: LOCATE L16HT AT EXTERIOR ENTRANCES. MOUNT AT 9'-O" AFF
21. NOT USED
22. ROOF ACCESS LADDER: ROOF LADDER WITH STEEL 6AURD DOOR IN REAR OF
BUILDING.
23. LOCKABLE H05E BIB
24. NOT USED
25. BLOCKING FOR 516NA6E. PROVIDE 3/4" MARINE GRADE BLOCKING FOR EXTERIOR
516NA6E. EXTEND BLOCKIN6 8" BEYOND EDGE OF 516NA6E. TYP.
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Schematic Design
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Drawn by: LAR
Checked by: LAR
Issue: 04/29/2022
Schematic Design
Design Development
Permit Set
Revision Number Date
Doom
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Issue: 04/29/2022
Schematic Design
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Revision Number Date
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MAXIMUM HEI6HT ABOVE THE FINISHED FLOOR. THE OPERATION DEVICES HW 1 MATERIALS d BACKER ROD o Permit Set
SHALL BE CAPABLE OF OPERATION WITH ONE HAND AND SHALL NOT ALUM. STOREFRONT SYSTEM =
REQUIRE TI6HT 6RA5PIN6, TIGHT PINCHING OR TWI5TIN6 OF THE WRI5T (5TOREFRONT) 25ET5 PIVOTS HM DOOR FRAME GROUTED Revision Number Date
TO OPERATE OR USE OF A KEY OR SPECIAL KNOWLED6E DURING ALL (PANIC, 2EAC,44 INTERMEDIATEPIVOT5 SOLID, PAINTED w
HOURS OR OCCUPANCY. ALL MEANS OF E(7RE55 DOORS SHALL BE OF A HARDWARE)
5IDE-5WI1,161N6 TYPE. ALL DOORS SHALL 5WIN6 IN THE DIRECTION OF 2 EACH MANUAL FLU5H BOLT
E6RE55 WHERE 5ERVIN6 AN OCCUPANT LOAD OF 50 OR MORE 1 EACH DU5TPROOF 5TRIKE
PER50N5 OR WHERE 5ERVIN6 A HIGH -HAZARD OCCUPANCY. ALL DOORS 1 EACH DEADLOGK/INDIGATOR H 1 H3
SHALL HAVE A MINIMUM CLEAR OPENING WIDTH OF NOT LESS THAN 32 1 EACH MORTISE/GYLINDER
INCHES. IN THE CASE OF DOUBLE LEAF 00ORWAY5, AT LEAST ONE LEAF
SHALL HAVE THE 32 INCH CLEAR OPENING. THE OPENING FORGE FOR 25ET5 PU5H/PULL BAR
INTERIOR SIDE 5WIN6IN6 DOORS WITHOUT CL05ET SHALL NOT EXCEED A 2 EACH GLO5ER w W
5-POUND FORGE. FOR ALL OTHER SIDE-5WIN6, 5LIDIN6 AND FOLDING ALUM STOREFRONT SILL
1 EACH THRE5HOLD HM DOOR FRAME GROUTED o r
DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 SOLID, PAINTED
2EAGH DOOR5WEEP
POUND FORGE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO INSULATED METAL PANEL ALUM. STOREFRONT CONT.ELASTOMERIC SEALANT d 63/4" 1" 65/8" SHIM DOOR A5 o W Q
DOOR SYSTEM REQ.
A 30-POUND FORGE. THE DOOR SHALL 5WIN6 TO A FULL -OPEN P051TION BACKER ROD, SEALANT W
WHEN SUBJECTED TO A 15-POUND FORGE. FORGES SHALL BE APPLIED TO HW 2 ALUM BREAK METAL EACH 5IDE CONT. ELASTOMERIC SEALANT SHIM DOOR AS COLOR TO MATCH BRICK GONT. SEALANT BTWN f
THE LATCH SIDE. RELEA51N6 DEVICE SHALL EXTEND AT LEAST ONE-HALF (PANIC, 1 Yz" PAIR HINGE5 d BAGKER ROD, SEALANT REQ. DI55IMILAR MATERIALS, `+
OF THE DOOR LEAF WIDTH. HARDWARE) 26 6A.5.5. FLA5HIN6 W/ BACK COLOR TO MATCH BRICK TYP. o
DAM, SLOPE AWAY FROM GONG SLAB,5EE5TRUCT 60NT.SEALANT BTWN MA50NRY CLOSURE COURSE cam EACH PANIC HARDWARE CORNER BEAD,
BUILDIN6 IN BE OF SEALANT DRAWIN65 DI55IMILAR MATERIALS, AT JAMBTYP. TYP.
, TYP.
2. PROVIDE W/ APPROVED PANIC, HARDWARE WHEN NECESSARY. 1 EACH CYLINDER
MASONRY CLOSURE
1 EACH DOOR 5TRIKE GONG 51DEWALK SLOPED AWAY COURSE AT JAMB, TYP. FILL JAMB STUD
3. THRESHOLD AT DOORWAY SHALL NOT EXCEED 1/2 IN HEIGHT. SHEET VAPOR SELF ADHERED AIR BARRIER, WITH STONE WOOL O y
1 DOOR VIEWER FROM BUILDING RETARDER MIN.8" AROUND DOOR OFENIN6, BATTS w
4. 5UBCONTRAGTOR/MANUFACTURER WILL SUBMIT EN6INEERED 1 EACH THRE5HOLD .0. FINISHED SLAB EXTEND TO INT SEALANT JT w W
SEE CIVIL DRAWINGS —SLOPE FILL JAMB STUD WITH
DOCUMENT5/SHOP DRAWIN65/DATA THAT WILL COMPLY WITH CODE 1 EACH OL05ER °D STONE WOOL BATTS
COMPLIANCE DURING THE 601,15TRUCTION PROCESS PRIOR TO WORK W W
1 EACH DOOR SEAL
BEGINNING.
1" MINERAL WOOL BOARD
°" �— -- SECURED TO WALL FOR FIRE
HW 3 4 / SAFING m j
5. FRONT APPROACHES TO PULL 5IDE 5WIN6IN6 DOORS SHALL HAVE e' w Q O
MANEUVERING SPACE THAT EXTEN05 18 INCHES MIN. BEYOND THE LATCH (5TOREFRONT) 1 5ET PIVOT
5IDE OF THE DOOR AND 60 INCHES MIN. PERPENDICULAR TO THE 1 EACH INTERMEDIATE PIVOTS a..- d''. /� o O
^; Nr
DOORWAY A5 PER TABLE 404.2.3.1 IGG/ANSI A11'1.1 1 EACH MANUAL FLU54 BOLT _ ?
1 EACH DU5T PROOF STRIKE I <
WINDOW 6 DOOR NOTES: 1 EACH DEADLOGK/INDIGATOR I 4' COMPACTED FILL,
SEE 5TRUCT DW65 o
CONTINUE DAMP PROOFING AT , .' WS01 Ol
1. 6G TO VERIFY ALL OPENING 5IZE5 PRIOR TO ORDERING d INSTALLATION. WS01
1 EACH MORTISE/GYLINDER FRONT OF THE SLAB TO INTERIOR °
1 5ET PU5H/PULL BAR SEAL OF STOREFRONT l a 1 j ' ° j � � i y
2. VERIFY ARCHITECT OF ANY DI5GREPANCIE5. 1 EACH OL05ER THRESHOLD
1 EACH THRE5HOLD S1 J2 J3 5heet Number
3. USE GROUP A WITH OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE 1 EACH DOOR SWEEP
PROVIDED WITH A LATCH OR LOCK UNLESS IT 15 PANIC HARDWARE OR FIRE �j HEAD, JAMB, 5 IL L DETAIL 5
EXIT HARDWARE IN ACCORDANCE WITH VGG SECTION 1008.1.10. "i 11/2"=1'-0"
GENERAL NOTES:
1. THE STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS,
AND THE SPECIFICATIONS. THE CONTRACTOR MUST VERIFY THE REQUIREMENTS
OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS,
HOLES, AND ADDITIONAL ITEMS TO BE PLACED OR SET IN THE STRUCTURAL
WORK.
2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS
OF THE VIRGINIA CONSTRUCTION CODE, 2018 EDITION.
3. THE WORK OUTLINED IN THE BUILDING CODE IS SUBJECT TO SPECIAL
INSPECTIONS AS DESCRIBED IN THE BUILDING CODE.
4. THE CONTRACTOR MUST PROVIDE TEMPORARY SHORING AND BRACING
REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL
PERMANENT SUPPORTS AND LATERAL BRACING ARE IN PLACE.
5. DISCREPANCIES BETWEEN DRAWINGS, MUST BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT AND ENGINEER DURING THE BIDDING PROCESS IN TIME TO
PERMIT CLARIFICATION BY ADDENDUM. IF INCONSISTENCIES, DISCREPANCIES
OR CONTRADICTIONS IN THE CONTRACT DOCUMENTS ARE DISCOVERED AFTER
THE CLOSE OF BIDING QUESTIONS, THE CONTRACTOR MUST BE DEEMED BY
SUBMITTAL OF HIS BID, TO HAVE BID THE MOST COSTLY AS TO LABOR,
MATERIALS, DURATION, SEQUENCE AND METHOD OF CONSTRUCTION TO
PROVIDE THE WORK.
6. PRIOR TO ISSUING THE STRUCTURAL DRAWINGS FOR ANY PURPOSE,
AUTHORIZATION MUST BE OBTAINED FROM THE STRUCTURAL ENGINEER OF
RECORD. WHEN AUTHORIZED, THE DOCUMENTS THAT ARE RELEASED MUST BE
CLEARLY IDENTIFIED WITH THE AUTHORIZED PURPOSE AND MUST INCLUDE THE
DATE OF RELEASE.
7. DESIGN CRITERIA:
CLASSIFICATION OF BUILDING
RISK CATEGORY-__--- -------------------------- II
LIVE LOADS - UNIFORM:
SLAB ON GRADE ---- ------------------------- 100PSF
ROOF----- ---------- --------------------- 20PSF
SNOW LOADS
GROUND SNOW LOAD---------------------------
30PSF
FLAT ROOF LOAD -----------------------------
- 10 PSF
IMPORTANCE FACTOR (is) -----------
------------- 1.0
THERMAL FACTOR(Ct)----------------------------1.0
EXPOSURE FACTOR(Ce)-----------
---------------1.0
DRIFT SURCHARGE (Pd)_-----------
---------REF TABLE
SNOW DRIFT
SCHEDULE
Pd
�0 PSF
LUES
it
Pd
1�
1 PSF
NOTE: SNOW DRIFT LOADS ARE IN
ADDITION TO FLAT ROOF LOADS.
WIND LOADS
ULTIMATE DESIGN WIND SPEED (VULT) - - - -
- - - - - - - - 121 MPH
NOMINAL DESIGN (VASD) WIND SPEED - - - -
- - - - - - - - - 94 MPH
EXPOSURE CATEGORY
- C
INTERNAL PRESSURE COEFFICIENT - - - - - - -
- - - - - - - - - -±0.18
COMPONENT AND CLADDING PRESSURES:
WALLS, ZONE 5 (10 SF)- - - - - - - -
34 PSF
ROOF, ZONE 3 (10 SF)_
76 PSF
PARAPET, END/CORNER (10 SF) - - - - -
- - - - - - - - - 51 PSF
ULTIMATE WIND BASE SHEARS (FOR MWFRS):
[VXIIVEW]----------------------
-----27.9KIPS
[Vy][VX-S) - - - - -
50.5 KIPS
SEISMIC LOADS:
SITE CLASSIFICATION--------------------------------
D
SEISMIC DESIGN CATEGORY ---------------------------
A
IMPORTANCE- FACTOR -(IE)--------------------------
-1.0
SPECTRAL RESPONSE ACCELERATIONS:
SS ---------- -0.077 S1------------
0.039
SMS---------0.123 SM1
----------- 0.093
SIDS---------0.082 SD1
----------- 0.062
ANALYSIS PROCEDURE_ - - - - - - - EQUIVALENT LATERAL FORCE
LATERAL FORCE RESISTING SYSTEM- - SHEATHED WITH WOOD
STRUCTURAL
PANELS
RATED FOR SHEAR
RESPONSE MODIFICATION COEFFICIENT (R)- -
- - - - - - - - - - - 6.5
SEISMIC RESPONSE COEFFICIENT (Cs) - -
- - - 0.01
ULTIMATE SEISMIC BASE SHEAR (V)----------------
0.9KIPS
LATERAL DESIGN CONTROL
CONTROLLING LATERAL LOADS --------------------- WIND
FOUNDATION NOTES:
1. FOUNDATIONS HAVE BEEN DESIGNED FOR A PRESUMED NET ALLOWABLE SOIL
BEARING PRESSURE OF 2000 PSF.
2. PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS
MUST BE INSPECTED BY THE OWNER'S GEOTECHNICAL TESTING AGENCY TO
EXPLORE THE EXTENT OF LOOSE, SOFT, EXPANSIVE, OR OTHERWISE
UNSATISFACTORY SOIL MATERIAL AND TO VERIFY DESIGN BEARING PRESSURE.
DIRECTION FOR CORRECTIVE ACTION WILL BE PROVIDED BY THE OWNER'S
GEOTECHNICAL TESTING AGENCY [SPECIAL INSPECTOR] WHERE
UNSATISFACTORY SOILS ARE PRESENT.
3. CONTROL GROUNDWATER AND SURFACE RUNOFF THROUGHOUT THE
CONSTRUCTION PROCESS. INUNDATION AND LONG TERM EXPOSURE OF
BEARING SURFACES WHICH RESULT IN DETERIORATION OF BEARING MUST BE
PREVENTED.
CAST -IN -PLACE CONCRETE NOTES:
1. CONCRETE MUST BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE
(ACI) 301, [350], AND 318.
2. CONCRETE MUST BE NORMAL WEIGHT [UNLESS OTHERWISE DENOTED AS LW
(LIGHTWEIGHT)] AND MUST OBTAIN 28 DAY COMPRESSIVE STRENGTHS AS
FOLLOWS:
A. SLAB-ON-GRADE............................................................ 3,500 PSI
B. CONCRETE NOT OTHERWISE NOTED .......................... 3,000 PSI
3. REINFORCING MATERIALS MUST BE AS FOLLOWS:
A. REINFORCING BARS -ASTM A 615, GRADE 60, DEFORMED.
B. WELDED WIRE REINFORCEMENT - ASTM A1064, WELDED STEEL WIRE
REINFORCEMENT; PROVIDE SHEET TYPE, ROLL TYPE IS NOT ACCEPTABLE.
4. ALL REINFORCING STEEL AND EMBEDDED ITEMS SUCH AS ANCHOR RODS AND
WELD PLATES MUST BE ACCURATELY PLACED AND ADEQUATELY TIED AND
SUPPORTED BEFORE CONCRETE IS PLACED TO PREVENT DISPLACEMENT
BEYOND PERMITTED TOLERANCES.
5. CONCRETE COVER TO REINFORCING STEEL MUST CONFORM TO THE MINIMUM
COVER RECOMMENDATIONS IN ACI 318, UNLESS THE DRAWINGS SHOW GREATER
COVER REQUIREMENTS.
6. LAP CONTINUOUS REINFORCING STEEL 57 X BAR DIAMETER, TYPICAL UNLESS
OTHERWISE NOTED.
CONCRETE MASONRY NOTES:
1. CONCRETE MASONRY MATERIALS AND CONSTRUCTION MUST CONFORM TO THE
AMERICAN CONCRETE INSTITUTE (ACI) 530.
2. CONCRETE MASONRY UNITS MUST CONFORM TO ASTM C90 AND MUST BE MADE
WITH NORMAL WEIGHT AGGREGATE. MINIMUM NET AREA COMPRESSIVE
STRENGTH OF MASONRY UNITS MUST BE 2,000 PSI AT 28 DAYS.
3. COMPRESSIVE STRENGTH OF MASONRY MUST BE DETERMINED BY THE UNIT
STRENGTH METHOD AS SET FORTH IN ACI 530.1. THE NET AREA COMPRESSIVE
STRENGTH OF MASONRY, fm, MUST BE 2,000 PSI AT 28 DAYS.
4. MORTAR MUST BE TYPE 'M' OR 'S' AND MUST COMPLY WITH ASTM C270,
PROPORTIONS OR PROPERTIES SPECIFICATION.
5. GROUT MUST COMPLY WITH EITHER THE PROPORTIONS OR PROPERTIES
SPECIFICATION OF ASTM C476 AND AS FOLLOWS:
A. PROPORTIONS SPECIFICATION: THIS MIX CANNOT CONTAIN ADMIXTURES.
WATER MUST BE ADDED IN THE FIELD IN ORDER TO ACHIEVE A SLUMP OF
8-11 INCHES WHEN PLACED IN THE CONCRETE MASONRY UNITS. MORTAR,
PEA -GRAVEL CONCRETE, OR "CHAT" MIXES ARE NOT ACCEPTABLE
SUBSTITUTES FOR THE SPECIFIED GROUT.
B. PROPERTIES SPECIFICATION: THIS MIX MUST BE PROPORTIONED TO OBTAIN
A DOCUMENTED 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI, WITH AN
8-11 INCH SLUMP WHEN PLACED IN THE CONCRETE MASONRY UNITS.
6. REINFORCING STEEL MUST COMPLY WITH ASTM A615, GRADE 60. SHOP
FABRICATE REINFORCING BARS WHICH ARE SHOWN TO BE BENT OR HOOKED.
7. ALL BOND BEAMS, REINFORCED CELLS AND CELLS WITH EXPANSION BOLTS,
EMBED PLATES OR OTHER ANCHORS AND ALL CELLS BELOW GRADE MUST BE
GROUTED SOLID. GROUT PROCEDURE MUST COMPLY WITH ACI 530.1.
ROUGH CARPENTRY NOTES:
1. ROUGH CARPENTRY MUST BE IN ACCORDANCE WITH THE AMERICAN WOOD
COUNCIL (AWC) "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.--
2. UNLESS OTHERWISE NOTED, USE 'COMMON' NAILS AND ALL NAILING MUST
CONFORM TO THE "FASTENING SCHEDULE" TABLE 2304.10.1 OF THE BUILDING
CODE.
3. WOOD FRAMING MEMBERS MUST COMPLY WITH PS 20 "AMERICAN SOFTWOOD
LUMBER STANDARD" AND THE FOLLOWING REQUIREMENTS:
A. MOISTURE CONTENT - SEASONED, WITH 19 PERCENT MAXIMUM MOISTURE
CONTENT.
B. GRADE - NO. 2, OR BETTER UNLESS OTHERWISE NOTED.
C. SPECIES - SPRUCE -PINE -FIR UNDER NLGA RULES.
4. WOOD STRUCTURAL PANELS (WSP) MUST COMPLY WITH PS 1 "U.S. PRODUCT
STANDARD FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" FOR PLYWOOD
CONSTRUCTION PANELS AND THE FOLLOWING REQUIREMENTS:
A. EXTERIOR WALL AND SHEARWALL SHEATHING:19/32" INCH, APA RATED
SHEATHING, EXPOSURE 1 DURABILITY CLASSIFICATION.
B. ROOF SHEATHING: 19/32" INCH, APA RATED SHEATHING, EXPOSURE 1
DURABILITY CLASSIFICATION. PROVIDE TONGUE -AND -GROOVE EDGES OR
USE "PLY -CLIPS" AT MID -SPAN BETWEEN EACH SUPPORT.
5. ALL WOOD FRAMING MEMBERS PERMANENTLY EXPOSED TO THE WEATHER AND
ALL SILL PLATES IN CONTACT WITH CONCRETE MUST BE PRESERVATIVE -
TREATED.
6. STEEL PLATE CONNECTORS MUST COMPLY WITH ASTM A 36 SPECIFICATIONS
(Fy= 36 KSI). BOLTS CONNECTING WOOD MEMBERS MUST COMPLY WITH ASTM
A 307 COMMON STEEL BOLTS, AND MUST BE 3/4 INCH DIAMETER, UNLESS
OTHERWISE NOTED.
7. METAL FRAMING ANCHORS, HOLD DOWNS, HURRICANE TIES, HANGERS, ETC.
MUST COMPLY WITH ASTM A 653 AND BE CAPABLE OF SUPPORTING THE
REACTIONS SHOWN. WHERE PRODUCTS OF A SPECIFIC MANUFACTURER ARE
SHOWN, EQUAL PRODUCTS OF ANOTHER MANUFACTURER MAY BE USED IF
APPROVED.
8. UNLESS OTHERWISE NOTED, ATTACH BLOCKING AND NAILERS TO STEEL
FRAMING USING 3/16 INCH DIAMETER POWDER ACTUATED FASTENERS AT 24
INCHES ON CENTER OR 1/2 INCH DIAMETER BOLTS AT 48 INCHES ON CENTER.
STAGGER FASTENERS TO ALTERNATE SIDES OF BEAM WEB.
9. WHERE MULTIPLE FRAMING MEMBERS ARE INDICATED, SCAB CONTINGENT
MEMBERS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER, ALTERNATING
AT 2 INCHES FROM EACH EDGE.
10. ALL CONNECTION HARDWARE IN CONTACT WITH PRESERVATIVE TREATED
WOOD MUST BE HOT -DIP GALVANIZED COATED.
11. POWDER ACTUATED FASTENERS (PAF) MUST HAVE A MINIMUM ALLOWABLE
CAPACITY INTO THE BASE MATERIAL AS FOLLOWS UNLESS OTHERWISE NOTED:
A. STEEL:
a. SHEAR = 600 LBS
b. TENSION = 250 LBS
B. CONCRETE:
a. SHEAR = 260 LBS
b. TENSION = 255 LBS
12. COORDINATE ALL MEMBER LOCATIONS, UNIT WEIGHTS, OPENING SIZES, AND
CURB DIMENSIONS FOR MECHANICAL EQUIPMENT WITH THE ACTUAL EQUIPMENT
FURNISHED.
STRUCTURAL LAMINATED STRAND
LUMBER AND GLUED LAMINATED TIMBER
UNIT NOTES:
1. STRUCTURAL GLUED LAMINATED TIMBER FOR THIS STRUCTURE MUST BE IN
ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)
"STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF
SOFTWOOD SPECIES" AITC 117-04.
2. CONNECTION DETAILS SHOWN ARE SCHEMATIC ONLY. ALL CONNECTIONS MUST
BE DEVELOPED BY THE MANUFACTURER TO SUIT THE SPECIFIED LOADS. DETAIL
ALL CONNECTIONS ON SHOP DRAWINGS.
3. IN ADDITION TO THEIR OWN DEAD WEIGHT AND THE DEAD LOADS SHOWN OR
INDICATED ON THE DRAWINGS, GLUED LAMINATED MEMBERS MUST BE
DESIGNED TO SUPPORT THE LOADS INDICATED IN THE GENERAL NOTES.
4. STRUCTURAL GLUED LAMINATED TIMBER MUST COMPLY WITH AITC 117-04.
REFERENCE SPECIFICATIONS FOR COMBINATION SYMBOL, ALLOWABLE
STRESSES, APPEARANCE GRADE, ADHESIVES, AND OTHER REQUIREMENTS.
5. STEEL PLATE CONNECTORS MUST COMPLY WITH ASTM A 36 SPECIFICATIONS
(Fy=36 KSI). BOLTS CONNECTING WOOD MEMBERS MUST COMPLY WITH ASTM A
307 COMMON STEEL BOLTS WITH NUTS AND WASHERS AND BE A MINIMUM 3/4
INCH DIAMETER UNLESS OTHERWISE NOTED.
PREFABRICATED METAL -PLATE -
CONNECTED WOOD TRUSS NOTES:
1. PREFABRICATED METAL -PLATE -CONNECTED WOOD TRUSSES MUST BE IN
ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA)
"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND THE TRUSS
PLATE INSTITUTE (TPI) "NATIONAL DESIGN STANDARDS FOR METAL -PLATE -
CONNECTED WOOD TRUSS CONSTRUCTION".
2. SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A VIRGINIA LICENSED
PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN OF PREFABRICATED o
METAL -PLATE -CONNECTED WOOD TRUSSES. SHOP DRAWINGS MUST INCLUDE
DESIGN LOADINGS AND REACTIONS APPLIED TO THE SUPPORTING STRUCTURE. o
INCLUDE ALL TRUSS SPLICE DETAILS AND TRUSS -TO -TRUSS CONNECTION N
DETAILS. SECONDARY BENDING STRESSES IN TRUSS TOP AND BOTTOM CHORDS
DUE TO MEMBER LOADS MUST BE CONSIDERED IN THE DESIGN.
3.
WOOD TRUSS FRAMING MEMBERS MUST COMPLY WITH PS 20 "AMERICAN a
SOFTWOOD LUMBER STANDARD" AND MUST BE SIZED BY THE MANUFACTURER
FOR THE LOADS INDICATED. m
4.
METAL CONNECTOR PLATES MUST COMPLY WITH ASTM A446, GRADE A WITH o
COATING AS SPECIFIED.
5.
WOOD TRUSS DESIGN LOADS MUST BE AS INDICATED IN "GENERAL NOTES" AND a
AS FOLLOWS: a
A. TOP CHORD DEAD LOAD: 10 PSF. o
B. WIND LOAD: WHEN CALCULATING NET UPLIFT REACTIONS, USE MAXIMUM N
RESISTING DEAD LOAD = 7 PSF ON TOP CHORD AND 0 PSF ON BOTTOM w
CHORD. o
C. BOTTOM CHORD DEAD LOAD: 10 PSF.
6.
WHERE MULTIPLE TRUSSES ARE INDICATED, SCAB CONTINGENT TRUSS o
MEMBERS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. s
7.
IN ADDITION TO THE TRUSS BRACING SHOWN, THE CONTRACTOR MUST PROVIDE
ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION
OF THE TRUSSES, OR AS RECOMMENDED BY THE MANUFACTURER. THE
GUIDELINES SET FORTH IN THE TRUSS PLATE INSTITUTE PUBLICATION "BRACING
WOOD TRUSSES, COMMENTARY AND RECOMMENDATIONS" MUST BE
CONSIDERED AS MINIMUM REQUIREMENTS. o
8.
PROVIDE ALL ADDITIONAL BRACING OF BOTH WEB AND CHORD MEMBERS
REQUIRED BY THE TRUSS SHOP DRAWINGS. w
w
9.
TRUSS MANUFACTURER MAY USE ALTERNATIVE TRUSS WEB CONFIGURATIONS
SUBJECT TO APPROVAL OF THE ENGINEER.
10.
ALL CONNECTION HARDWARE FOR TRUSS -TO -TRUSS CONNECTIONS AND TRUSS
TO SUPPORTING STRUCTURE CONNECTIONS MUST BE SUPPLIED BY THE w
MANUFACTURER. o
11.
FOR ADJACENT TRUSSES WHERE THE WEB CONFIGURATION IS CAPABLE OF w
CONTAINING A RECTANGLE 42 INCHES HIGH BY 24 INCHES WIDE OR GREATER
BETWEEN TOP OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TRUSS o
MEMBER, SUCH AREAS MUST HAVE THE BOTTOM CHORD DESIGNED FOR A LIVE o
LOAD OF 20 PSF IN ADDITION TO ANY OTHER LOADS SHOWN.
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CONSTRUCTION
Comm #
Scale
Designed by:
Drawn by:
Checked by:
Issue:
Schematic Design
Design Development
Permit Set
Revision Number
210515
12" = 1'-01,
Checker
Date
Date
W
NMI
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Sheet Number
S001
ABBREVIATIONS:
AFF
ABOVE FINISHED FLOOR
LLH
LONG LEG HORIZONTAL
ARCH
ARCHITECT
LLV
LONG LEG VERTICAL
BD
BAR DIAMETER
LSH
LONG SIDE HORIZONTAL
BLDG
BUILDING
LSV
LONG SIDE VERTICAL
BM
BEAM
MAS
MASONRY
BRG
BEARING
MATL
MATERIAL
BTWN
BETWEEN
MAX
MAXIMUM
C TO C
CENTER TO CENTER
MECH
MECHANICAL
CJ
CONTROL JOINT
MFR
MANUFACTURER
CL
CENTERLINE
MID
MIDDLE
CLR
CLEAR
MIN
MINIMUM
CMU
CONCRETE MASONRY UNIT
MOD
MODIFY
COL
COLUMN
MOS
MIDDEPTH OF SLAB
CONC
CONCRETE
NOM
NOMINAL
CONN
CONNECTION
NITS
NOT TO SCALE
CONSTR
CONSTRUCTION
OC
ON CENTER
CONT
CONTINUOUS
OPNG
OPENING
COORD
COORDINATE
PAF
POWDER ACTUATED
CTR
CENTER
FASTENER
CTRD
CENTERED
PC
PIECE
DIA, 0
DIAMETER
PEN
PENETRATE, PENETRATION
DWGS
DRAWINGS
PL
PLATE
EA
EACH
REF
REFERENCE, REFER TO
EL
ELEVATION
REINF
REINFORCE, REINFORCED,
EMBED
EMBEDMENT
REINFORCING
EOS
EDGE OF SLAB
REQD
REQUIRED
EQ
EQUAL
REQMTS
REQUIREMENTS
EW
EACH WAY
SCHED
SCHEDULE
EXP
EXPANSION
SF
STEPPED FOOTING
EXT
EXTERIOR
SIM
SIMILAR
FD
FLOOR DRAIN
Si
SAWED JOINT
FDN
FOUNDATION
SL
SLOPE
FO
FACE OF
SOG
SLAB -ON -GRADE
FF EL
FINISHED FLOOR
STD
STANDARD
ELEVATION
TBE
TRUSS BEARING ELEVATION
FIN
FINISH
THK
THICKNESS
FIN FLR
FINISHED FLOOR
TOF
TOP OF FOOTING
FOM
FACE OF MASONRY
TOM
TOP OF MASONRY
FRMG
FRAMING
TYP
TYPICAL
FTG
FOOTING
UON
UNLESS OTHERWISE NOTED
GALV
GALVANIZED
VERT
VERTICAL
GEN
GENERAL
W/
WITH
JT
JOINT
WSP
WOOD STRUCTURAL PANEL(S)
L
LOW
WWR
WELDED WIRE REINFORCING
PLAN LEGEND:
FXXX# = MECHANICAL UNIT SUPPORTED ABOVE
FRAMING (WEIGHT IN POUNDS) -
COORDINATE W/ MECH DWGS
TOP OF FOOTING ELEVATION MEASURED
FROM REFERENCED FINISHED FIRST
FLOOR ELEVATION = 0'-0"
= CHANGE IN ELEVATION -
REF ARCH DWGS FOR DIMENSIONS
O= COLUMN GRID MARK
F-- SECTION/DETAIL NUMBER/LETTER
X SECTION/DETAIL MARK
SX
SHEET NUMBER WHERE
SECTION/DETAIL MARK IS DRAWN
WFX = WALL FOOTING MARK
= DIRECTION OF SLOPE CFX = COLUMN FOOTING MARK
O OR �X = PLAN KEY NOTE MARK
± = FIELD VERIFY
= HOLDDOWN ANCHOR MARK
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Design Development
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COLUMN FOOTING SCHEDULE
SIZE REINFORCING
MARK LENGTH WIDTH DEPTH
CF3 T - 0" T - 0" 1'-0" 4- #4 EW
WALL FOOTING SCHEDULE
SIZE
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MARK
WIDTH
DEPTH
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1/4" = 1'-0"
FOUNDATION / SLAB -ON -GRADE PLAN NOTES
A. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO NONBEARING
WALLS, WALL CONTROL JOINTS AND OPENINGS.
B. UNLESS OTHERWISE NOTED, ALL ELEVATIONS ARE BASED ON A FINISHED
FIRST FLOOR REFERENCE OF 0'-0". ACTUAL FINISHED FLOOR ELEVATION IS
XX.XX'. REFER TO ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR
MATERIAL.
C. TOP OF ALL COLUMN AND WALL FOOTINGS SHALL BE AT THE FOLLOWING
ELEVATIONS UNLESS OTHERWISE NOTED ON PLAN. EXTERIOR WALL AND
COLUMN FOOTINGS-2'-0".
D. NOT ALL UTILITY LOCATIONS ARE SHOWN ON PLAN. THE CONTRACTOR
SHALL COORDINATE THE LOCATIONS, SIZES, AND INVERTS OF UTILITIES. AT
LOCATIONS WHERE UTILITIES PASS BELOW THE TOP OF FOOTING
ELEVATION, STEP THE TOP OF FOOTING DOWN ON EACH SIDE PER THE
"STEPPED FOOTING DETAIL" AND SLEEVE THE UTILITY THROUGH THE
FOUNDATION WALL. THE CONTRACTOR MAY, AT THEIR OPTION, SLEEVE
THE UTILITY THROUGH THE FOUNDATION PER THE "UTILITY SLEEVE
DETAIL."
E. UNLESS OTHERWISE INDICATED, EXTEND WALL FOOTINGS A MINIMUM OF 6
INCHES BEYOND ENDS OF WALLS.
F. SLAB -ON -GRADE JOINTS SHALL BE SAWED JOINTS OR KEYED
CONSTRUCTION JOINTS.
G. PLACE IN MIDDLE OF SLAB AT REENTRANT CORNERS WHERE A SLAB
CONTROL JOINT DOES NOT OCCUR.
H. FLOOR DRAINS AND FLOOR SINKS ARE NOT SHOWN ON PLAN. REFER TO
PLUMBING DRAWINGS FOR LOCATIONS.
I. REFER TO CIVIL DRAWINGS FOR EXTERIOR CONCRETE SLABS AND PAVING.
'NOTES
4" CONCRETE SLAB -ON -GRADE OVER VAPOR RETARDER AND 4" DEPTH OF
POROUS FILL UNLESS OTHERWISE INDICATED. REINFORCE SLAB WITH 6x6
W2.9xW2.9 WELDED WIRE REINFORCING PLACED 1 1/2" CLEAR BELOW TOP
OF SLAB. MAINTAIN REINFORCEMENT IN POSITION ON BOLSTERS, CHAIRS
OR SPACERS DURING CONCRETE PLACEMENT.
6x6 WOOD POST.
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Checked by: Checker
Issue: Date
Schematic Design
Design Development
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Revision Number Date
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BEAM SCHEDULE
TYPE
SIZE
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SHEARWALL SCHEDULE
SHEATHING
INTERIOR
SHEARWAL
MEMBERS
CHORD
MEMBERS
FOUNDATION
HOLD DOWN
ANCHOR BOLT
TYPE
EDGE FASTENING
FIELD FASTENING
SW-1
19/32" ONE SIDE
10d NAILS AT 3" OC
10d NAILS AT 12" OC
2x6 AT 16" OC
(3) 2x6
HDU8-SDS2.5
7/8" O x9" EMBED
SW-2
19/32" ONE SIDE
10d NAILS AT 3" OC
10d NAILS AT 12" OC
2x6 AT 16" OC
(3) 2x6
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1 _... _ .... I in 7/A" 1 2'-6 15/16" 1
ROOF FRAMING PLAN
1/4" = 1'-0"
FRAMING PLAN NOTES
A. REFER TO FOUNDATION PLAN AND ARCHITECTURAL DRAWINGS FOR
DIMENSIONS NOT SHOWN.
B COORDINATE AND VERIFY ALL MEMBER LOCATIONS, DIMENSIONS, WEIGHTS,
OPENING SIZES. AND CURB DIMENSIONS FOR ALL MECHANICAL EQUIPMENT
WITH THE ACTUAL EQUIPMENT FURNISHED. INCLUDE THIS INFORMATION ON
THE JOIST AND STRUCTURAL STEEL SHOP DRAWINGS.
C TRUSS BEARING ELEVATIONS ARE SHOWN ON PLAN. INTERMEDIATE
ELEVATIONS SHALL BE STRAIGHT LINES BETWEEN GIVEN ELEVATIONS.
INTERPOLATE AS REQUIRED FOR INTERMEDIATE BEARING ELEVATIONS.
UNLESS OTHERWISE NOTED.
KEY NOTES
03 32" DEEP OPEN -WEB PRE-ENGINEERED WOOD ROOF TRUSSES.
04 24" DEEP OPEN -WEB PRE-ENGINEERED OUTLOOKERS AT 24" OC
MAXIMUM.
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SHEATHING
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2x6 STUDS AT
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CONT 2x6 BOT PLATE W/ 1/2" x 6"
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Schematic Design
Design Development
Permit Set
Revision Number Date
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EL - REF ARCH
CONT 2x
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BRICK VEN
REF PLAN
EL - REF ARCH i
CONT 2x
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SECTION
5 3/4"
11 SECTION
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2/S302
DBL 2x6 TOP PI
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TRUSS.SCAB
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TRUSS FULL DI
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WOOD SCREWS AND
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WL = ±150 PLF
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AT MIDSPAN
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FOR DETAILS NOT
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2/S302
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Drawn by: Author
Checked by: Checker
Issue: Date
Schematic Design
Design Development
Permit Set
Revision Number Date
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CL OF FTG AND
WALL (TYP UON)
FTG - REF
PLAN
3" CLR
(TYP) -
WALL - REF
SECTIONS
TYPICAL WALL FOOTING DETAIL
NITS
SLEEVE (INSIDE DIA
2" LARGER THAN
PIPE OUTSIDE DIA)-
TRANSVERSE
REINF (TYP)-
3" CLR (TYPr
CONT REINF
(TYP)
TYPICAL CORNER AND INTERSECTION
DETAILS
NITS
STD 900
HOOK
FTG - REF
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#4 TIE BARS 2" CLR
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MAINTAIN 12" MIN
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TYPICAL PIPE SLEEVE DETAILS
NITS
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2" LARGER THAN
PIPE OUTSIDE DIA)
FTG - REF
PLAN
MAINTAIN 12"
MIN AROUND
SLEEVE (TYP
NOTE: SLEEVES MUST
NOT BE LOCATED IN OR
UNDER COL FTGS.
CHORD - REF SCHED CL OF FIRST 1/2" 0
ANCHOR ROD
EQ EQ
EDGE OF OPNG OR HOLD DOWN
CORNER ANCHOR REF SCHED
THRU BOLTS W/
WASHERS (TYP)
ADDITIONAL TOP 2 - #5 DOWELS W/ 900
REINF AT HOLD HOOKS EA END AT EA
DOWN ANCHORS - v HOLD DOWN
REF PLAN
N = CONT PLATE
TYP FTG REINF NOT I PL1/2x4x4
SHOWN FOR
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TYPICAL HOLD DOWN ANCHOR DETAIL
NTS
BELOW FOOTING
CL OF JOINT
SAWCUT JOINT USING A
'SOFF-CUT' SAW AS SOON
AS CONIC WILL SUPPORT
THE WEIGHT OF THE SAW
AND OPERATORS WITHOUT
DISTURBING THE FINAL
FINISH (0-2 HOURS AFTER
FINAL FINISH)
CUT EVERY OTHER
WIRE AT JOINT
9
t/4 DEEP
t = SLAB
THICKNESS
CONC SLAB -
REF PLAN
TYPICAL SAW JOINT DETAIL
NITS
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TYPICAL CORNER AND INTERSECTION
DETAILS
NTS
(DENOTED SF ON PLAN)
SLAB -ON -GRADE
WALL BEYOND —
REF CIVIL DWGS
00
1/2" EXPANSION
JOINT MATERIAL
EXPANSION FDN WALL
JOINT MATERIAL
(TYP) 1 -#4 FOOTING
REF PLAN
PLAN
TYPICAL EXTERIOR DOORS / OPENINGS DETAIL
NITS
COORD W/
ARCH SILL DETAILS
SECTION
1 -#4
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Comm # 210515
Scale 3/4" = 1'-0"
Designed by: MEB
Drawn by: PIN
Checked by: JDT
Issue: Date
Schematic Design
Design Development
Permit Set
Revision Number Date
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GENERAL: THE LATERAL LOADS ON THIS BUILDING ARE RESISTED BY A COMBINATION OF 'DIAPHRAGM' ACTION OF THE FLOORS AND ROOF TO TRANSMIT LOADS IN THE HORIZONTAL PLANES, AND SHEARWALLS TO TRANSMIT LOADS IN THE VERTICAL PLANES.
SHEARWALLS: ALL SHEARWALL PANEL EDGES MUST BE BRACED BY 2 INCH NOMINAL OR WIDER FRAMING. PLYWOOD SHEATHING MUST BE NAILED W/ 10d NAILS AT 4" OC AT PANEL EDGES AND 12" OC IN FIELD. CONNECT SILL PLATE TO CONCRETE SLAB WITH 1/2" O x6" GALV SCREW ANCHOR AT 16" OC FULL LENGTH OF SW'S.
ROOF/ FLOOR DIAPHRAGM NAILING SCHEDULE: EXCEPT WHERE OTHERWISE NOTED OR DETAILED, PLYWOOD ROOF SHEATHING MUST BE NAILED W/ 8d NAILS AT 4" OC AT PANEL EDGES, 12" OC FIELD. BLOCK UNSUPPORTED EDGES.
DEFINITION OF TERMS:
NAILING TO
DIAPHRAGM INTERMEDIATE
BOUNDARY FRAMING MEMBERS IS
DESIGNATED AS 'FIELD
PLYWOOD
PANEL
THIS PANEL
(NORMALLY 4'x8')
JOINT NOT
CONTINUOUS
NAIL SPACING AT
DIAPHRAGM
PANEL
BOUNDARIESWkIA11
EDGES
SUPPORTED
BY BLOCKING
CONTINUOUS
IF THIS PANEL EDGEPANEL
JOINT
IS NOT SUPPORTEDFLOOR
OR ROOF
BY BLOCKING, IT ISTRUSSES
KNOWN AS THE
UNBLOCKED EDGE; IFSHEARWALL
SUPPORTED BYCHORD-TYP
BLOCKING IT IS A
EA END
BLOCKED EDGE
SUPPORTED EDGES
FLOOR / ROOF
TYPICAL SHEATHING DIAPHRAGM DETAILS
NTS
DEFINITION OF TERMS:
SHEARWALL
BOUNDARY -
PLYWOOD
PANEL
(NORMALLY 4'x8')
NAIL SPACING AT
DIAPHRAGM
BOUNDARIES
NAILING TO
INTERMEDIATE
FRAMING MEMBERS IS
DESIGNATED AS 'FIELD
NAIL SPACING AT
SUPPORTED EDGES
SHEARWALL
THIS PANEL
JOINT NOT
CONTINUOUS
PANELEDGES
SUPPORTED BY
BLOCKING
CONTINUOUS
PANEL JOINT
WALL STUDS
SHEARWALL
CHORD-TYP
EA END
HEADER SCHEDULE
MARK
SIZE
EXTERIOR
NO OF STUDS
COMMENTS
KING
JACK
H-1
3- 1 3/4x11 1/4 LVL
3
2
H-2
3 - 2x10
2
1
LINO ON PLAN
INTERRUPTED STUDS
PLACE 1/2 NUMBER OF
INTERRUPTED STUDS FULL
HEIGHT EA SIDE OF OPNG
HEADER - REF SCHED
NOTE: PROVIDE DBL JACK STUDS
FOR OPNGS 3'-0" TO 6'-0" WIDE AND
TRIPLE JACK STUDS FOR OPNGS
6-1" TO 10'-0" WIDE
TYPICAL FRAMED OPENING DETAIL
NTS
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Comm # 210515
Scale 3/4" = 1'-01,
Designed by: MEB
Drawn by: PIN
Checked by: JDT
Issue: Date
Schematic Design
Design Development
Permit Set
Revision Number Date
M
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COVINGTON
DESIGN GROUP
1 804.361.6130 1 contact@covingtondesigngroup.com I
MECHANICAL ABBREVIATIONS
MECHANICAL GENERAL NOTES
MECHANICAL LEGEND
PERMITS:
A AMPERES
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCUREMENT OF ALL APPLICABLE BUILDING PERMITS, INSPECTIONS, AND OTHER
AD ACCESS DOOR
REQUIRED ADMINISTRATIVE DUTIES TO COMPLETE ALL INDICATED WORK REQUIREMENTS.
a01
ADJ ADJUSTABLE
AHU AIR HANDLING UNIT
GENERAL REQUIREMENTS:
NPLAN
ORTH
BTUH BRITISH THERMAL UNIT PER HOUR
PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK AS
TRUE
CFM CUBIC FEE PER MINUTE o
INDICATED ON THE DRAWINGS, TO PROVIDE COMPLETE AND WORKABLE SYSTEMS.
NORTH
CO CARBON MONOXIDE N
UNLESS INDICATED BY SPECIFIC DIMENSIONS, DRAWINGS ARE MEANT TO BE DIAGRAMMATIC. EXACT EQUIPMENT LOCATIONS AND
— — —
CO2 CARBON DIOXIDE
ROUTING OF UTILITIES SHALL BE GOVERNED BY FIELD CONDITIONS AND/OR OWNER'S REPRESENTATIVE'S INSTRUCTIONS. ALL
COND CONDENSATE
DIMENSIONS WHICH RELATE TO THE BUILDING SHALL BE TAKEN AS CONSTRUCTION PROGRESSES. ALL ERRORS INCURRED AS RESULT
OF THE FAILURE TO CHECK OR VERIFY DIMENSIONS, MEASUREMENTS, ETC., SHALL BE CORRECTED AT NO ADDED COST.
DETAIL CALLOUT NORTH ARROW
(D) DEMOLISH AND REMOVE
DB DRY BULB d
DE DRYER EXHAUST o
THE DRAWINGS SHOW GENERAL ARRANGEMENT OF EQUIPMENT, UTILITIES, AND ACCESSORIES. DRAWINGS DO NOT INDICATE ALL
DEMO DEMOLITION
OFFSETS, FITTINGS, ACCESSORIES, AND CHANGES IN ELEVATION WHICH MAY BE NECESSARY. MAKE ALL CHANGES IN EQUIPMENT,
DN DOWN N
LOCATIONS, ETC. TO ACCOMMODATE THE WORK AND AVOID OBSTACLES AT NO INCREASE IN CONTRACT PRICE.
DWG DRAWING m
DX DIRECT EXPANSION °
ALL CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO SUBMITTING ANY BID OR INITIATING ANY WORK FOR THIS PROJECT. THESE
401
(E) EXISTING TO REMAIN w
DRAWINGS MAY NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL VERIFY
SECTION CALLOUT
EA EXHAUST AIR Q
THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO ACTUAL FIELD CONDITIONS AND THEN IMMEDIATELY NOTIFY THE ENGINEER OF
EAT ENTERING AIR TEMPERATURE g
ANY INCONSISTENCIES. THE CONTRACTOR SHALL ALSO IMMEDIATELY NOTIFY THE ENGINEER IF ANY WORK CANNOT BE PERFORMED DUE
EF EXHAUST FAN n
TO FIELD CONDITIONS.
ESP EXTERNAL STATIC PRESSURE
FD FIRE DAMPER o
VENTILATION AND DISTRIBUTION:
MATCH LINE TO DWG. #k# MATCH LINE TO DWG. #k#
FLA FULL LOAD AMPERES
MECHANICAL VENTILATION WILL BE PROVIDED PER VUSBC SECTION 403 AND TABLE 403.3.
FPM FEET PER MINUTE o
MATC H L I N E
FT FEET 6
PRODUCTS:
FTR FIN TUBE RADIATOR
MATERIALS AND EQUIPMENT SHALL BE AS SPECIFIED IN SUBSEQUENT SECTIONS AND/OR AS INDICATED ON THE DRAWINGS. THE
HP HEAT PUMP or HORSEPOWER a
SYSTEMS SPECIFIED AND/OR SHOWN ON THE DRAWINGS ARE FOR COMPLETE AND WORKABLE SYSTEMS. ANY DEVIATION FROM THESE
HZ HERTZ °
SYSTEMS DUE TO A PARTICULAR MANUFACTURER'S REQUIREMENTS SHALL BE MADE AT NO ADDITIONAL COST.
IN INCHES
GRAPHIC SCALE (Peer)
w
PROVIDE SUBMITTALS ON ALL EQUIPMENT AND CONTROLS FOR APPROVAL. THE PRODUCT WILL BE ACCEPTABLE ONLY WHEN THAT
01 81 16' 24' 32' 40'
KW KILOWATT
PRODUCT COMPLIES WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS AS DETERMINED BY THE ENGINEER. MANUFACTURERS
1/8" = 11-01.
LAT LEAVING AIR TEMPERATURE
WITH LESS THAN FIVE YEARS' EXPERIENCE IN THE ACTUAL PRODUCTION OF THE SPECIFIED PRODUCTS SHALL NOT BE ACCEPTED.
MCA MINIMUM CIRCUIT AMPACITY
SCALE BAR
MOCP MAXIMUM OVERCURRENT PROTECTION
ALL MATERIALS AND EQUIPMENT ARE TO BE NEW, CLEAN, UNDAMAGED, AND FREE OF DEFECTS AND CORROSION. DELIVER PRODUCTS IN
NTS NOT TO SCALE
ORIGINAL, UNOPENED PACKAGING, PROPERLY IDENTIFIED WITH MANUFACTURER'S IDENTIFICATION AND COMPLIANCE LABELS. WHERE
OA OUTSIDE AIR w
MORE THAN ONE OF ANY SPECIFIC ITEM IS REQUIRED, ALL SHALL BE OF THE SAME TYPE AND MANUFACTURER'S LISTING.
PD PRESSURE DROP
ALL MATERIALS AND EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES (UL) OR ETL SEMKO (ETL) LISTED AND LABELED WHERE UL
VIEW TITLE
PH PHASE
PSI POUNDS PER SQUARE INCH v
OR ETL STANDARDS AND LISTINGS EXIST FOR THE SPECIFIED MATERIAL OR EQUIPMENT. PROVIDE SPECIAL TOOLS NEEDED FOR PROPER
PVC POLYVINYL CHLORIDE
OPERATION, ADJUSTMENT AND MAINTENANCE OF EQUIPMENT
SCALE: NONE
(R) EXISTING TO BE RELOCATED °
INSTALL ALL DEVICES IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, AND SO AS NOT TO
RA RETURN AIR g
VOID ANY WARRANTY, UL OR ETL LISTING. INSTALLERS WITH LESS THAN FIVE YEARS' EXPERIENCE IN THE INSTALLATION OF MECHANICAL
REFERENCE TITLE
RGDs REGISTERS, GRILLES, &DIFFUSERS
RL REFRIGERANT LIQUID
SYSTEMS AND EQUIPMENT SIMILAR IN SCOPE AND COMPLEXITY TO THOSE REQUIRED FOR THIS PROJECT, SHALL NOT BE ACCEPTED.
RPM REVOLUTIONS PER MINUTE
M-101 SCALE: 1/8" = 1' 0"
INSTALL ALL EQUIPMENT TO PROVIDE MAXIMUM POSSIBLE HEADROOM, IF MOUNTING HEIGHTS ARE NOT INDICATED. INSTALL EQUIPMENT
IRS REFRIGERANT SUCTION o
LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS, UNLESS OTHERWISE INDICATED.
RTU ROOFTOP UNIT
INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICE, MAINTENANCE, AND REPAIR OR REPLACEMENT OF COMPONENTS. CONNECT
SA SUPPLY AIR o
EQUIPMENT FOR EASE OF DISCONNECTING AND WITHOUT INTERFERENCE(S) TO OTHER INSTALLATIONS.
TB TERMINAL BOX
TYP TYPICAL
ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO
SYMBOL DESCRIPTION
SYMBOL DESCRIPTION
UH UNIT HEATER v
OWNER'S ACCEPTANCE. PROVIDE OWNER TRAINING AND START-UP OF ALL EQUIPMENT.
WB WET BULB o
DUCT SIZE (FIRST FIGURE IS
eDD — BACKDRAFT DAMPER
WH WALL HEATER
PHASING AND WORK PERFORMANCE:
WxD
OF SIDE SHOWN DIMENSION)
THE CONTRACTOR SHALL COORDINATE ALL PHASING AND STAGING/STORAGE OF MATERIALS AND WORK WITH THE GENERAL
1 S — COMBINATION DAMPER
=
CONTRACTOR. PROTECT ALL EQUIPMENT, MATERIALS AND WORK FROM THE WEATHER ELEMENTS, PAINT, MORTAR, CONSTRUCTION
DEBRIS AND DAMAGE THROUGH DURATION OF THE PROJECT.
�sx�s 14x14 TRANSITION
— SMOKE DAMPER
MECHANICAL CODE DATA
A WRITTEN GUARANTEE FOR THE PERIOD OF AT LEAST ONE YEAR AFTER SUBSTANTIAL COMPLETION SHALL BE TURNED OVER TO THE
o- — MOTORIZED DAMPER
OR
OWNER ON ALL MATERIALS AND WORK DONE BY THE CONTRACTOR. ALL MATERIALS INSTALLED SHALL ALSO BE PROVIDED WITH THE
CODES, REGULATIONS & STANDARDS:
MAXIMUM AVAILABLE GUARANTEE FROM THE MANUFACTURER.
I FIRE DAMPERS
z� — ZONE DAMPER
COMPLY WITH ALL GOVERNING FEDERAL, STATE, AND N
W/ ACCESS DOOR
LOCAL LAWS, ORDINANCES, CODES AND REGULATIONS. IN a
SEQUENCE, COORDINATE, AND INTEGRATE INSTALLATION OF ALL MATERIALS AND EQUIPMENT FOR EFFICIENT FLOW OF WORK IN
/ DOOR UNDERCUT
NO CASE SHALL WORK BE INSTALLED CONTRARY TO OR 2
CONJUNCTION WITH OTHER TRADES.
BELOW MINIMUM LEGAL STANDARDS. SHOULD ANY WORK
VOLUME BALANCING DAMPERS
OT THERMOSTAT
BE PERFORMED WHICH IS FOUND NOT TO COMPLY WITH =
COORDINATE AND SCHEDULE NECESSARY RELATED SYSTEM SHUTDOWN WITH OWNER SEVEN DAYS PRIOR TO WORK BEING DONE.
ANY OF THE ABOVE CODES AND REGULATIONS, PROVIDE
0 HUMIDISTAT
WELDING, BURNING, CUTTING AND PATCHING:
4-WAY THROW SUPPLY
ALL WORK AND PAY ALL COSTS NECESSARY TO CORRECT
ALL WELDING SHALL BE PERFORMED BY ASME CERTIFIED WELDERS. THE CONTRACTOR SHALL PROVIDE THE OWNER A MINIMUM OF 72
DIFFUSER WITH FLEX DUCT
0 WALL SENSOR
THE DEFICIENCIES.
w
HOURS ADVANCE NOTICE PRIOR TO PERFORMING ANY WELDING, CUTTING, OR BURNING WITHIN THE BUILDING. NO WELDING, CUTTING,
CONNECTION
SD SMOKE DETECTOR
ALL PUBLISHED STANDARDS, AS MANDATED BY SPECIFIC o
OR BURNING SHALL OCCUR WITHOUT GENERAL CONTRACTOR APPROVAL. WHERE WELDING, CUTTING, OR BURNING ARE NECESSARY,
STATE STANDARDS, SHALL BE FOLLOWED AND APPLIED AS
NON-COMBUSTIBLE SHIELDS SHALL BE USED AND SUITABLE FIRE EXTINGUISHING EQUIPMENT SHALL BE MAINTAINED NEARBY.
OCC OCCUPANCY SENSOR
A MINIMUM.
DURING CUTTING AND PATCHING OPERATIONS, PROTECT ADJACENT INSTALLATIONS. PROTECT STRUCTURE, FURNISHINGS, FINISHES,
[0] RETURN DIFFUSER
COz CARBON DIOXIDE SENSOR
°
CONSTRUCTION TYPE: V-
AND ADJACENT MATERIALS NOT INDICATED TO BE REMOVED. PROVIDE AND MAINTAIN TEMPORARY DUST BARRIERS ADEQUATE TO
USE GROUP. A-2 �
PREVENT THE SPREAD OF DUST AND DIRT TO ADJACENT AREAS.
DEMO CODED NOTE,
0
OCCUPANCY: 85
SIDEWAYS RETURN;
NEW WORK CODED NOTE
CUT, DISCONNECT, REMOVE AND LEGALLY DISPOSE OF EQUIPMENT, COMPONENTS, AND MATERIALS AS INDICATED. REMOVAL SHALL
y
SIDEWAYS SUPPLY
APPLICABLE CODES: w
INCLUDE ANCILLARY ITEMS ASSOCIATED WITH ITEMS REMOVED. REMOVE ALL ITEMS MADE OBSOLETE BY THE NEW WORK. WHERE WORK
POINT OF DEMOLITION,
O
IS INDICATED TO BE ABANDONED IN PLACE, CUT AND REMOVE PIPE OR DUCTWORK A MINIMUM OF 2 INCHES BEYOND THE WALL, FLOOR,
S1A AIR DEVICE TAG
POINT OF CONNECTION
• VIRGINIA UNIFORM STATEWIDE BUILDING CODE
CEILING OR ROOF.
100 WITH AIRFLOW
(VUSBC) 2018
EQUIPMENT NUMBER;
AHU-1
• INTERNATIONAL BUILDING CODE (IBC) 2018
CLEAN UP:
F
REFER TO SCHEDULE
• INTERNATIONAL MECHANICAL CODE (IMC) 2018
THE CONTRACTOR SHALL CLAIM ALL RESPONSIBILITY FOR PROTECTION OF THE AREAS INVOLVED, INCLUDING ANY AREAS INVOLVED IN
HEAT PUMP WITH COIL AND
THE TRANSPORTATION AND STORAGE OF EQUIPMENT DURING CONSTRUCTION. THE CONTRACTOR SHALL REMOVE ALL WASTE, RUBBISH,
MAINTENANCE CLEARANCE
D R DUCT DROP OR RISE
• ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, o
AND CONSTRUCTION DEBRIS WEEKLY UNLESS INDICATED OTHERWISE. THE PREMISES SHALL BE LEFT CLEAN AND FREE OF ANY DEBRIS
BOUNDARY LINE AND
Isos
(D) DEMOLISH AND REMOVE
ICC/AN SI A117.1-2009
PRIOR TO FINAL ACCEPTANCE. REMOVE ALL DUST, DIRT, DEBRIS, MORTAR, RUST, AND OTHER FOREIGN MATERIALS FROM THE INTERIOR
I SERVICE SIDE DESIGNATION
o
AND EXTERIOR OF ALL EQUIPMENT. THOROUGHLY CLEAN ALL UTILITIES JUST PRIOR TO FINAL INSPECTION.
(E) EXISTING TO REMAIN
DESIGN CONSIDERATIONS:
INSPECTIONS:
F AIR HANDLING UNIT IN
(R) EXISTING TO BE RELOCATED
OUTDOOR: SUMMER: 95°F DB, 75°F WB
WINTER: 17°F DB
DURING AND UPON COMPLETION OF THE WORK, ARRANGE AND PAY ALL ASSOCIATED COSTS FOR INSPECTIONS OF ALL WORK INSTALLED
HORIZONTAL ORIENTATION
UNDER THIS CONTRACT. INSPECTIONS SHALL BE REQUIRED AS PER THE LAWS AND REGULATIONS OF THE LOCAL AND/OR STATE
WITH MAINTENANCE
----- 1-HOUR FIRE RATED WALL
INDOOR: SUMMER: 75°F DB, 45-60% R.H.
AGENCIES HAVING JURISDICTION AT THE PROJECT SITE.
CLEARANCE BOUNDARY LINE
-- 2-HOUR FIRE RATED WALL
WINTER: 70°F DB
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Lic. No. 053725
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GD& Proj # 210g25
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Sheet Number
M001
COVINGTON
DESIGN GROUP
1 804.361.6130 1 contact@covingtondesigngroup.com I
MECHANICAL SPECIFICATIONS
o
DUCTWORK
PIPING
H.
PROVIDE WITH NATURAL GAS HEATING SECTION. HEAT EXCHANGERS
TESTING, ADJUSTING &BALANCING
SHALL BE TUBULAR TYPE MADE OF STAINLESS STEEL. THE MODULE
�
p
A. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL CONSTRUCTED
A.
DELIVER PIPES AND TUBES WITH FACTORY -APPLIED END CAPS.
SHALL HAVE AN INDUCED DRAFT FAN THAT WILL MAINTAIN A
A. PROVIDE TESTING AND BALANCING OF ALL SYSTEMS. TESTING SHALL
TO 3" PRESSURE CLASS OR AS LISTED IN DUCT CONSTRUCTION
PROTECT PIPING, FLANGES, FITTINGS AND PIPING SPECIALTIES TO
NEGATIVE PRESSURE IN THE HEAT EXCHANGER TUBES FOR REMOVAL
BE PERFORMED BY A THIRD PARTY T&B CONTRACTOR WHO WILL
°a
SCHEDULE PER SMACNA AND ALL INSTALLATIONS SHALL COMPLY
PREVENT PIPE END DAMAGE.
OF THE FLUE GASES. PROVIDE WITH MODULATING GAS CONTROL
PROVIDE REFERENCES AND PROJECT HISTORY FOR APPROVAL.
WITH APPLICABLE NFPA STANDARD. PROVIDE ALL NECESSARY
VALVES, MAIN COMBINATION GAS VALVE/REGULATORS, AND IGNITION
m
FITTINGS AND MATERIALS TO CONSTRUCT A DUCT SYSTEM MEETING
B.
STORE PLASTIC PIPES IN LOCATIONS NOT SUBJECT TO DIRECT
CONTROLS.
B. ADJUST VOLUME DAMPERS TO WITHIN 10 PERCENT OF DESIGN FLOW.
°
THE INTENT OF THE DESIGN DOCUMENTS AS DETERMINED BY THE
SUNLIGHT.
ADJUST TERMINAL OUTLETS AND INLETS FOR EACH SPACE FOR
ENGINEER.
I.
UNIT SHALL INCLUDE AIR INLET RAIN HOOD AND INLET BIRD SCREEN
DESIGN AIRFLOWS AND PATTERNS FOR PROPER DISTRIBUTION
C.
INSTALL IDENTIFYING DEVICES BEFORE CONCEALMENT. COORDINATE
WITH MANUAL OUTSIDE AIR DAMPERS.
WITHOUT DRAFTS. ADJUST FANS TO DELIVER TOTAL DESIGN
B. SUBMIT PRODUCT SHOP DRAWINGS AND FABRICATION DRAWINGS
WITH COMPLETION OF COVERING AND PAINTING OF SURFACES.
AIRFLOWS WITHIN THE MAXIMUM ALLOWABLE RPM LISTED BY THE FAN
IDENTIFYING FITTING TYPES, REINFORCEMENT, AND DUCT LAYOUT.
J.
PROVIDE WITH 24 INCH TALL SLOPED ROOF CURB (OR BUILT UP CURB)
MANUFACTURER.
D.
DIELECTRIC FITTINGS: ASSEMBLY OR FITTING WITH INSULATING
TO MATCH ROOF SLOPE. CONTRACTOR SHALL COORDINATE DUCT
o
C. JOINT AND SEAM SEALANTS SHALL BE ONE -PART, NONSAG, SOLVENT-
MATERIAL ISOLATING JOINED DISSIMILAR METALS TO PREVENT
PENETRATIONS WITH EXISTING STRUCTURAL ELEMENTS AND OFFSET
RELEASE -CURING, POLYMERIZED BUTYL SEALANT, FORMULATED WITH
GALVANIC ACTION AND STOP CORROSION. INSULATING MATERIAL
DUCT WORK WITHIN CURB AS NEEDED.
N
A MINIMUM OF 66 PERCENT SOLIDS. SEAM AND JOINT SEALING SHALL
SHALL BE SUITABLE FOR SYSTEM FLUID, PRESSURE AND
WARRANTIES
m
BE ACCORDING TO THE DUCT PRESSURE CLASS INDICATED AND AS
TEMPERATURE.
K.
PROVIDE UNIT WITH RETURN AND SUPPLY SMOKE DETECTORS.
DESCRIBED BY SMACNA. SEAL EXTERNALLY INSULATED DUCTS
CONNECT SENSORS TO FIRE ALARM PANEL (IF PRESENT) AND SHUT
A. WARRANTY SHALL APPLY EQUALLY TO BOTH HARDWARE AND
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BEFORE INSULATION INSTALLATION.
E.
MECHANICAL SLEEVE SEALS: MODULAR MECHANICAL TYPE,
DOWN UNIT ON SENSE OF SMOKE.
SOFTWARE AND SHALL COVER ALL COSTS FOR PARTS, LABOR,
Q
CONSISTING OF INTERLOCKING SYNTHETIC RUBBER LINKS SHAPED
TRAVEL,
ASSOCIATED AND EXPENSES FOR A PERIOD OF ONE YEAR
g
D. FABRICATE DUCTS, ELBOWS, TRANSITIONS, OFFSETS, BRANCH
TO CONTINUOUSLY FILL ANNULAR SPACE BETWEEN PIPE AND SLEEVE,
L.
PROVIDE WITH WATER MONITORING DEVICE LOCATED IN THE
FROM COMPLETION OF SYSTEM ACCEPTANCE.
o
CONNECTIONS, AND OTHER CONSTRUCTION WITH GALVANIZED,
CONNECTED WITH STAINLESS STEEL BOLTS AND PRESSURE PLATES
PRIMARY DRAIN PAN. DEVICE TO DEACTIVATE UNIT WHEN HIGH
SHEET STEEL, ACCORDING TO SMACNA. COMPLY WITH
WHICH CAUSE RUBBER SEALING ELEMENTS TO EXPAND WHEN
WATER LEVELS ARE DETECTED.
B. HARDWARE AND SOFTWARE PERSONNEL SUPPORTING THIS
o
REQUIREMENTS FOR METAL THICKNESS, REINFORCING TYPES AND
TIGHTENED, PROVIDING WATERTIGHT SEAL AND ELECTRICAL
WARRANTY AGREEMENT SHALL PROVIDE ON -SITE OR OFF -SITE
INTERVALS, TIE -ROD APPLICATIONS, AND JOINT TYPES AND
ISOLATION.
M.
TIE RTU INTO THE BUILDING FIRE ALARM SYSTEM. IF THE FIRE ALARM
SERVICE IN A TIMELY MANNER AFTER FAILURE NOTIFICATION TO THE
INTERVALS. FABRICATE RECTANGULAR DUCTS IN LENGTHS
IS ACTIVATED THE RTU WILL SHUT DOWN.
VENDOR. THE MAXIMUM ACCEPTABLE RESPONSE TIME TO PROVIDE
APPROPRIATE TO REINFORCEMENT AND RIGIDITY CLASS REQUIRED
N.
PROVIDE WITH ECONOMIZER (3-TONS OR GREATER).
THIS SERVICE AT THE SITE SHALL BE 24 HOURS, MONDAY THROUGH
FOR PRESSURE CLASSIFICATION. MATERIALS SHALL BE FREE FROM
PACKAGED ROOFTOP UNITS (RTU)
FRIDAY AND 48 HOURS ON SATURDAY AND SUNDAY.
a
VISUAL IMPERFECTIONS SUCH AS PITTING, SEAM MARKS, ROLLER
O.
PROVIDE CAPACITY CONTROL THROUGH RAWAL DEVICE OR HOT -GAS
MARKS, STAINS, AND DISCOLORATION&
A.
PACKAGED ROOF MOUNTED AIR CONDITIONING UNIT WITH GAS HEAT,
BYPASS AS NOTED IN PACKAGED ROOFTOP UNIT SCHEDULE.
a
E. ALL DUCT SIZES SHOWN ON PLANS ARE INSIDE CLEAR (AIRFLOW)
FACTORY -ASSEMBLED, DOWN FLOW DISCHARGE.
P.
PROVIDE WITH 7-DAY PROGRAMMABLE THERMOSTAT.
r
DIMENSIONS.
B.
CABINET SHALL BE CONSTRUCTED OF 18 GAUGE SINGLE WALL
F. PROVIDE AIR TIGHT SEAL WITH VOLUME DAMPERS AT ALL TAPS OFF
CONSTRUCTION WITH BAKED POWDER COATED FINISH. PROVIDE WITH
o
MAIN DUCT TO DIFFUSERS.
3/4" THICK FIBERGLASS INSULATION WITH FOIL FACED SURFACE.
TEMPERATURE SENSORS
PROVIDE WITH BASE FRAME OF MINIMUM 14 GAUGE GALVANIZED
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G. INSULATED ROUND FLEXIBLE DUCTWORK SHALL BE SUITABLE FOR
STEEL AND SHALL BE FULL PERIMETER DESIGN.
A.
ALL TEMPERATURE SENSORS TO BE SOLID-STATE ELECTRONIC,
LOW PRESSURE APPLICATIONS OF NOT LESS THAN 2" W.C.; FACTORY
INTERCHANGEABLE WITH HOUSING APPROPRIATE FOR APPLICATION.
FABRICATED FLEXIBLE DUCT MAY BE USED ABOVE DROPPED CEILING.
C.
SUPPLY FAN SHALL BE DOUBLE WIDTH DOUBLE INLET FORWARD
WALL SENSORS TO BE INSTALLED AS INDICATED ON DRAWINGS.
CURVED CENTRIFUGAL FAN. PROVIDE WITH OPEN DRIP PROOF
MOUNT 48 INCHES ABOVE FINISHED FLOOR. DUCT SENSORS TO BE
H. PROVIDE ALL SLEEVES, HANGERS AND SUPPORTS, AS REQUIRED, PER
MOTORS.
INSTALLED SUCH THAT THE SENSING ELEMENT IS IN THE MAIN AIR
SMACNA.
D.
UNIT SHALL BE PROVIDED WITH 2" THICK MERV 10 PRIMARY FILTERS.
STREAM. OUTSIDE AIR SENSORS SHALL BE INSTALLED AWAY FROM
g
I. NON -FIRE -RATED PARTITION PENETRATIONS: WHERE DUCTS PASS
PROVIDE ONE ADDITIONAL SET OF FILTERS AFTER BUILDING HAS
EXHAUST OR RELIEF VENTS, NOT IN AN OUTSIDE AIR INTAKE, ON THE
THROUGH INTERIOR PARTITIONS AND EXTERIOR WALLS, AND ARE
BEEN TURNED OVER TO THE OWNER.
NORTH EAST CORNER OF THE BUILDING, AND IN A LOCATION THAT IS
o
EXPOSED TO VIEW, CONCEAL SPACE BETWEEN CONSTRUCTION
IN THE SHADE MOST OF THE DAY OR BEHIND A HEAT SHIELD.
o
OPENING AND DUCT INSULATION WITH SHEET METAL FLANGES OF
E.
PROVIDE WITH A FACTORY INSTALLED SINGLE NON -FUSED
w
SAME METAL THICKNESS AS DUCT. OVERLAP OPENING ON FOUR
DISCONNECT SWITCH FOR SINGLE POINT WIRING.
SIDES BY AT LEAST 1-1/2 INCHES.
F.
UNIT SHALL BE CONSTRUCTED WITH A DIRECT EXPANSION COOLING
WALL SENSORS
COIL WITH COPPER TUBING AND ALUMINUM PLATE FINS. PROVIDE
q
a
COOLING COIL SECTION WITH STAINLESS STEEL DRAIN PAN SLOPED
A.
STANDARD WALL SENSOR SHALL USE SOLID-STATE SENSOR
v
DUCT INSULATION
FOR POSITIVE DRAINAGE. COMPRESSORS SHALL BE FULLY HERMETIC
IDENTICAL TO INTELLIGENT ROOM SENSOR AND SHALL BE PACKAGED
o
TYPE, DIRECT DRIVE, EQUIPPED WITH INTERNAL HIGH-PRESSURE
IN AESTHETICALLY PLEASING ENCLOSURE. SENSOR SHALL PROVIDE
o
A. BLANKET FIBERGLASS: FLEXIBLE FIBROUS GLASS, FLAME RETARDANT
RELIEF, OVER TEMPERATURE PROTECTION, INTERNAL ISOLATION AND
OVERRIDE FUNCTION, WARMER/COOLER LEVER FOR SET POINT
FACTORY LAMINATED FOIL- SKRIM-KRAFT (FSK) VAPOR BARRIER, 2"
SOUND MUFFLING.
ADJUSTMENT AND PORT FOR PLUG-IN OF FIELD SERVICE TOOL FOR
FIELD ADJUSTMENTS. OVERRIDE TIME SHALL BE STORED IN
STAPLING FLANGE, MAXIMUM VAPOR PERMEANCE OF .02 PERM/IN.,
MINIMUM DENSITY OF 1.0 LB/CF, MAXIMUM CONDUCTIVITY PER 1"
G.
CONDENSER COILS SHALL BE MULTI -ROW AND FABRICATED FROM
CONTROLLER AND BE ADJUSTABLE ON A ZONE -BY -ZONE BASIS.
THICKNESS OF AT 75°F MEAN TEMPERATURE. BASED ON KNAUF
HIGH EFFICIENCY RIFLED COPPER TUBING MECHANICALLY BONDED
ADJUSTMENT RANGE FOR WARMER/COOLER LEVER SHALL ALSO BE
OR
.28
TO HIGH EFFICIENCY ALUMINUM FINS. CONDENSER FANS SHALL BE
STORED IN EEPROM ON CONTROLLER. ALL PROGRAMMABLE
DUCT WRAP. INSULATION R-VALUE SHALL MEET OR EXCEED R 6 FOR
DIRECT DRIVE, AXIAL OR PROPELLER TYPE WITH ALUMINUM BLADES,
VARIABLES SHALL BE AVAILABLE TO FIELD SERVICE TOOL THROUGH
UNCONDITIONED SPACES AND R-1.9 FOR INDIRECTLY CONDITIONED
DESIGNED FOR LOW TIP SPEED AND VERTICAL DISCHARGE.
WALL SENSOR PORT.
g
SPACES.
CONDENSER FAN MOTORS SHALL BE HEAVY-DUTY, NON -REVERSING
N
TYPE WITH PERMANENTLY LUBRICATED BALL BEARINGS AND
B.
DEHUMIDIFIER THERMOSTAT SHALL BE PROGRAMMABLE. BASED ON
THERMAL PROTECTION. PROVIDE INSULATING PANELS UNDER
HONEYWELL MODEL 8000.
CONDENSER SECTIONS. REFRIGERATION CIRCUIT SHALL BE
COMPLETE WITH THERMAL EXPANSION VALVE, LIQUID LINE FILTER
DRIER, FREEZESTAT, AND REFRIGERATION GAUGE PORTS.
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SA & RA DROPS FROM RTU ON ROOF; MAINTAIN CONNECTION
SIZE FROM UNIT. PROVIDE LINER AND COVER OPENING WITH
HARDWARE CLOTH. THERMOSTAT LOCATION TO BE
COORDINATED WITH OWNER OR LOCATED IN RETURN AIR
STREAM UNTIL TENANT FIT -OUT. TYPICAL OF ALL RTUs.
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OVINGTON
SIGN GROUP
6130 1 contact@covingtondesigngroup.com I
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PACKAGED ROOFTOP UNIT SCHEDULE WITH GAS HEAT
SUPPLY FAN DATA
DX COOLING DATA
GAS
HEAT DATA
UNIT ELECTRICAL DATA
SELECTION BASED ON
UNIT NO.
LOCATION
SERVICE
WEIGHT
(LBS)
NOTES
SA
CFM
OA
CFM
ESP
(IN WG)
HP
TOTAL
CAPACITY
(MBH)
SENSIBLE
CAPACITY
(MBH)
SEER
REFRIG.
ENTERING AIR
LEAVING AIR
INPUT
CAPACITY
(MBH)
GAS
TYPE
STAGES
ENTERING AIR
VOLT
PH
MCA
MOCP
MANUFACTURER
MODEL
DB
(OF)
WB
(OF)
CA
(OF)
DB
(OF)
WB
(OF)
DB
(OF)
CA
(OF)
RTU-1
ROOFTOP
FUTURE TENANT
2000
500
1.0
1.5
59.0
47.2
14.0
R41OA
80.0
67.0
95.0
56.0
55.0
75
NG
2
70.0
17.0
208
3
28.7
35
YORK
ZE060
800
1, 2, 3
RTU-2
ROOFTOP
FUTURE TENANT
2000
500
1.0
1.5
59.0
47.2
14.0
R410A
80.0
67.0
95.0
56.0
55.0
75
NG
2
70.0
17.0
208
3
28.7
35
YORK
ZE060
800
1, 2, 3
NOTES:
1. PROVIDE UNIT WITH ECONOMIZER.
2. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB.
3. PROVIDE UNIT WITH HOT GAS BYPASS OR RAWAL DEVICE FOR CAPACITY CONTROL.
RTU BASE RAILS
4" EXPANDED DEPTH OF TWO-PART
SPRAY -ON POLYURETHANE FOAM
BY MECHANICAL CONTRACTOR. FOAM
SHALL COMPLETELY COVER INTERIOR
OF ROOFTOP UNIT CURB.
ACOUSTICALLY LINED DUCT;
SIZE INDICATED ON PLANS —
0
I I I I
RA SA
DROP DROP,
ROOF TOP UNIT (RTU) DETAIL
SCALE: NONE
COOLING COIL
DRAIN PAN
SECTION
A
COUNTER FLASHING BY
ROOFING CONTRACTOR
CANT. STRIP BY ROOFING
CONTRACTOR
MECHANICALLY FASTEN OR
WELD ALL COMPONENTS TO
THE ROOF STEEL
ROOF DECK
2x10 FIRE TREATED WOOD BLOCKING
BY ROOFING CONTRACTOR FOR CURB
SUPPORT. SHIM WOOD BLOCKING TO
LEVEL TOP OF CURB.
BAR JOIST
FLEXIBLE DUCT CONNECTOR IN
THIS LOCATION UNLESS
OTHERWISE NOTED
MATCH UNIT CONNECTION,
MINIMUM PIPE SIZE = 3/4";
REFER TO MANUFACTURER'S
INSTALLATION INSTRUCTIONS
CLEANOUT PLUG
TO ROOF DRAIN,
lug OPEN SITE DRAIN, OR
1„ GRADE AS INDICATED
DRAIN PLUG lvs�
CONDENSATE DRAIN TRAP DETAIL
SCALE: NONE
DUCTED AIR HANDLING UNITS: MINIMUM DIMENSION SHALL BE EQUAL TO 1-1/2
TIMES UNIT NEGATIVE STATIC PRESSURE OR 4" WHICH EVER IS GREATER.
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Lic. No. 053725
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GD& Proj # 210g25
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Sheet Number
M501
PERMITS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCUREMENT
OF ALL APPLICABLE BUILDING PERMITS, INSPECTIONS, AND
OTHER REQUIRED ADMINISTRATIVE DUTIES TO COMPLETE ALL
INDICATED WORK REQUIREMENTS.
GENERAL REQUIREMENTS:
PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, AND SERVICES
NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK
AS INDICATED ON THE DRAWINGS, TO PROVIDE COMPLETE AND
WORKABLE SYSTEMS.
UNLESS INDICATED BY SPECIFIC DIMENSIONS, DRAWINGS ARE
MEANT TO BE DIAGRAMMATIC. EXACT EQUIPMENT LOCATIONS
AND ROUTING OF UTILITIES SHALL BE GOVERNED BY FIELD
CONDITIONS AND/OR OWNER'S REPRESENTATIVE'S
INSTRUCTIONS. ALL DIMENSIONS WHICH RELATE TO THE
BUILDING SHALL BE TAKEN AS CONSTRUCTION PROGRESSES.
ALL ERRORS INCURRED AS RESULT OF THE FAILURE TO CHECK
OR VERIFY DIMENSIONS, MEASUREMENTS, ETC., SHALL BE
CORRECTED AT NO ADDED COST.
THE DRAWINGS SHOW GENERAL ARRANGEMENT OF EQUIPMENT,
UTILITIES, AND ACCESSORIES. DRAWINGS DO NOT INDICATE ALL
OFFSETS, FITTINGS, ACCESSORIES, AND CHANGES IN ELEVATION
WHICH MAY BE NECESSARY. MAKE ALL CHANGES IN EQUIPMENT,
LOCATIONS, ETC. TO ACCOMMODATE THE WORK AND AVOID
OBSTACLES AT NO INCREASE IN CONTRACT PRICE.
ALL CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO SUBMITTING
ANY BID OR INITIATING ANY WORK FOR THIS PROJECT. THESE
DRAWINGS MAY NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR
TO PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL
VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO
ACTUAL FIELD CONDITIONS AND THEN IMMEDIATELY NOTIFY THE
ENGINEER OF ANY INCONSISTENCIES. THE CONTRACTOR SHALL
ALSO IMMEDIATELY NOTIFY THE ENGINEER IF ANY WORK CANNOT
BE PERFORMED DUE TO FIELD CONDITIONS.
PRODUCTS:
MATERIALS AND EQUIPMENT SHALL BE AS SPECIFIED IN
SUBSEQUENT SECTIONS AND/OR AS INDICATED ON THE
DRAWINGS. THE SYSTEMS SPECIFIED AND/OR SHOWN ON THE
DRAWINGS ARE FOR COMPLETE AND WORKABLE SYSTEMS. ANY
DEVIATION FROM THESE SYSTEMS DUE TO A PARTICULAR
MANUFACTURER'S REQUIREMENTS SHALL BE MADE AT NO
ADDITIONAL COST.
PROVIDE SUBMITTALS ON ALL EQUIPMENT AND CONTROLS FOR
APPROVAL. THE PRODUCT WILL BE ACCEPTABLE ONLY WHEN
THAT PRODUCT COMPLIES WITH ALL REQUIREMENTS OF THE
CONTRACT DOCUMENTS AS DETERMINED BY THE ENGINEER.
MANUFACTURERS WITH LESS THAN FIVE YEARS' EXPERIENCE IN
THE ACTUAL PRODUCTION OF THE SPECIFIED PRODUCTS SHALL
NOT BE ACCEPTED.
ALL MATERIALS AND EQUIPMENT ARE TO BE NEW, CLEAN,
UNDAMAGED, AND FREE OF DEFECTS AND CORROSION. DELIVER
PRODUCTS IN ORIGINAL, UNOPENED PACKAGING, PROPERLY
IDENTIFIED WITH MANUFACTURER'S IDENTIFICATION AND
COMPLIANCE LABELS. WHERE MORE THAN ONE OF ANY SPECIFIC
ITEM IS REQUIRED, ALL SHALL BE OF THE SAME TYPE AND
MANUFACTURER'S LISTING.
ALL MATERIALS AND EQUIPMENT SHALL BE UNDERWRITERS
LABORATORIES (UL) OR ETL SEMKO (ETL) LISTED AND LABELED
WHERE UL OR ETL STANDARDS AND LISTINGS EXIST FOR THE
SPECIFIED MATERIAL OR EQUIPMENT. PROVIDE SPECIAL TOOLS
NEEDED FOR PROPER OPERATION, ADJUSTMENT AND
MAINTENANCE OF EQUIPMENT
INSTALL ALL DEVICES IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, AND
SO AS NOT TO VOID ANY WARRANTY, UL OR ETL LISTING.
INSTALLERS WITH LESS THAN FIVE YEARS' EXPERIENCE IN THE
INSTALLATION OF PLUMBING SYSTEMS AND EQUIPMENT SIMILAR
IN SCOPE AND COMPLEXITY TO THOSE REQUIRED FOR THIS
PROJECT, SHALL NOT BE ACCEPTED.
ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED,
ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION
PRIOR TO OWNER'S ACCEPTANCE. PROVIDE OWNER TRAINING
AND START-UP OF ALL EQUIPMENT.
PLUMBING SYSTEMS:
PROVIDE ALL PLUMBING FIXTURES AND TRIM AS INDICATED ON
THE DRAWINGS AND AS SPECIFIED ELSEWHERE HEREIN. ALL
FIXTURES SHALL BE CONNECTED TO THE PLUMBING SYSTEMS AS
INDICATED AND REQUIRED FOR PROPER OPERATION. PIPING
MATERIALS, ACCESSORIES AND EQUIPMENT SHALL BE SPECIFIED
ELSEWHERE WITHIN THIS SPECIFICATION.
SANITARY WASTE AND VENT SYSTEMS:
PROVIDE A COMPLETE SANITARY, WASTE AND VENT SYSTEM FOR
ALL FIXTURES AND EQUIPMENT IN THE BUILDING REQUIRING
CONNECTIONS. ALL WASTE FROM THE BUILDING SHALL
DISCHARGE BY GRAVITY OUT THE BUILDING TO BE PICKED UP BY
CIVIL AND EXTENDED TO THE SEWER SYSTEM.
WATER SUPPLY SYSTEM:
PROVIDE A COMPLETE WATER SUPPLY SYSTEM FOR ALL
FIXTURES AND EQUIPMENT IN THE BUILDING INCLUDING
DOMESTIC WATER HEATERS. PROVIDE APPROVED GATE OR
COMPRESSION STOPS AT EVERY CONNECTION TO FIXTURES AND
EQUIPMENT. WATER SERVICE IS PROVIDED FROM EXISTING
METER.
STORM DRAINAGE SYSTEM:
PROVIDE A COMPLETE STORM DRAINAGE SYSTEM FOR BUILDING
ROOF AS SHOWN PER PLANS AND SPECIFICATIONS.
PHASING AND WORK PERFORMANCE:
THE CONTRACTOR SHALL COORDINATE ALL PHASING AND
STAGING/STORAGE OF MATERIALS AND WORK WITH THE
GENERAL CONTRACTOR. PROTECT ALL EQUIPMENT, MATERIALS
AND WORK FROM THE WEATHER ELEMENTS, PAINT, MORTAR,
CONSTRUCTION DEBRIS AND DAMAGE THROUGH DURATION OF
THE PROJECT.
A WRITTEN GUARANTEE FOR THE PERIOD OF AT LEAST ONE
YEAR AFTER SUBSTANTIAL COMPLETION SHALL BE TURNED OVER
TO THE OWNER ON ALL MATERIALS AND WORK DONE BY THE
CONTRACTOR. ALL MATERIALS INSTALLED SHALL ALSO BE
PROVIDED WITH THE MAXIMUM AVAILABLE GUARANTEE FROM
THE MANUFACTURER.
SEQUENCE, COORDINATE, AND INTEGRATE INSTALLATION OF ALL
MATERIALS AND EQUIPMENT FOR EFFICIENT FLOW OF WORK IN
CONJUNCTION WITH OTHER TRADES.
COORDINATE AND SCHEDULE NECESSARY RELATED SYSTEM
SHUTDOWN WITH OWNER SEVEN DAYS PRIOR TO WORK BEING
DONE.
WELDING, BURNING, CUTTING AND PATCHING:
ALL WELDING SHALL BE PERFORMED BY ASME CERTIFIED
WELDERS. THE CONTRACTOR SHALL PROVIDE THE OWNER A
MINIMUM OF 72 HOURS ADVANCE NOTICE PRIOR TO PERFORMING
ANY WELDING, CUTTING, OR BURNING WITHIN THE BUILDING. NO
WELDING, CUTTING, OR BURNING SHALL OCCUR WITHOUT
GENERAL CONTRACTOR APPROVAL. WHERE WELDING, CUTTING,
OR BURNING ARE NECESSARY, NON-COMBUSTIBLE SHIELDS
SHALL BE USED AND SUITABLE FIRE EXTINGUISHING EQUIPMENT
SHALL BE MAINTAINED NEARBY.
DURING CUTTING AND PATCHING OPERATIONS, PROTECT
ADJACENT INSTALLATIONS. PROTECT STRUCTURE, FURNISHINGS,
FINISHES, AND ADJACENT MATERIALS NOT INDICATED TO BE
REMOVED. PROVIDE AND MAINTAIN TEMPORARY DUST BARRIERS
ADEQUATE TO PREVENT THE SPREAD OF DUST AND DIRT TO
ADJACENT AREAS.
CUT, DISCONNECT, REMOVE AND LEGALLY DISPOSE OF
EQUIPMENT, COMPONENTS, AND MATERIALS AS INDICATED.
REMOVAL SHALL INCLUDE ANCILLARY ITEMS ASSOCIATED WITH
ITEMS REMOVED. REMOVE ALL ITEMS MADE OBSOLETE BY THE
NEW WORK. WHERE WORK IS INDICATED TO BE ABANDONED IN
PLACE, CUT AND REMOVE PIPE A MINIMUM OF 2 INCHES BEYOND
THE WALL, FLOOR, CEILING OR ROOF.
CLEAN UP:
THE CONTRACTOR SHALL CLAIM ALL RESPONSIBILITY FOR
PROTECTION OF THE AREAS INVOLVED, INCLUDING ANY AREAS
INVOLVED IN THE TRANSPORTATION AND STORAGE OF
EQUIPMENT DURING CONSTRUCTION. THE CONTRACTOR SHALL
REMOVE ALL WASTE, RUBBISH, AND CONSTRUCTION DEBRIS
WEEKLY UNLESS INDICATED OTHERWISE. THE PREMISES SHALL
BE LEFT CLEAN AND FREE OF ANY DEBRIS PRIOR TO FINAL
ACCEPTANCE. REMOVE ALL DUST, DIRT, DEBRIS, MORTAR, RUST,
AND OTHER FOREIGN MATERIALS FROM THE INTERIOR AND
EXTERIOR OF ALL EQUIPMENT. THOROUGHLY CLEAN ALL
UTILITIES JUST PRIOR TO FINAL INSPECTION.
INSPECTIONS:
DURING AND UPON COMPLETION OF THE WORK, ARRANGE AND
PAY ALL ASSOCIATED COSTS FOR INSPECTIONS OF ALL WORK
INSTALLED UNDER THIS CONTRACT. INSPECTIONS SHALL BE
REQUIRED AS PER THE LAWS AND REGULATIONS OF THE LOCAL
AND/OR STATE AGENCIES HAVING JURISDICTION AT THE
PROJECT SITE.
SOME ABBREVIATIONS AND SYMBOLS MAY NOT BE USED ON THE
DRAWINGS.
PLUMBING LEGEND 11
v
0—G
DC
1
P-401
PLAN
NORTH
TRUE
LNORTH ___T
DETAIL CALLOUT NORTH ARROW
A
P-401 SECTION CALLOUT
MATCH LINE TO DWG. ###
MATC
HLINE
MATCH LINE TO DWG. 7
GRAPHIC SCALE (FEET)
0' 8' 16' 24' 32' 40'
1/8" = 1'-01,
SCALE BAR
VIEW TITLE
SCALE: NONE
REFERENCE TITLE
SCALE: 1/8" = 1'4'
DESCRIPTION
SANITARY PIPING WASTE
(ABOVE GRADE)
SANITARY PIPING WASTE
(BELOW FLOOR)
VENT PIPING
COLD WATER PIPING
HOT WATER PIPING
PIPE TURNING UP/DOWN
FULL OPEN PORT
GATE VALVE
FLOOR DRAIN
ROOF DRAIN
FLOOR CLEANOUT
CLEANOUT
COMBINATION SHUT
OFF AND THERMAL
EXPANSION VALVE
GATE VALVE
MIXING VALVE
BACKFLOW PREVENTER
WALL HYDRANT
SYMBOL DESCRIPTION
4 AUTOMATIC AIR VENT
C
ID.E
OVINGTON
SIGN GROUP
6130 1 contact@covingtondesigngroup.com I
A
AMPERES
AAV
AIR ADMITTANCE VALVE
ABV
ABOVE
AC
AIR COMPRESSOR
ADA
AMERICANS WITH DISABILITIES ACT
AFF
ABOVE FINISHED FLOOR
AWB
AAV RECESSED WALL BOX
BFF
BELOW FINISHED FLOOR
BFP
BACKFLOW PREVENTER
BLW
BELOW
BV
BALANCING VALVE
BWV
BACKWATER VALVE
CA
COMPRESSED AIR
CO
CLEAN OUT
CPVC
CHLORINATED POLYVINYL CHLORIDE
DCW
DOMESTIC COLD WATER
DHW
DOMESTIC HOT WATER
DFU
DRAINAGE FIXTURE UNIT
DN
DOWN
DS
DOWNSPOUT
DWG
DRAWING
ET
EXPANSION TANK
EWH
ELECTRIC WATER HEATER
FCO
FLOOR CLEAN OUT
FD
FLOOR DRAIN
FS
FLOOR SINK
FW
FILTERED WATER
GCO
GROUND CLEAN OUT
GI
GREASE INTERCEPTOR
GW
GREASE LADEN WASTE
HB
HOSE BIBB
HWR
HOT WATER RECIRCULATION LINE
HZ
HERTZ
IM
ICE MAKER
IWH
INSTANTANEOUS WATER HEATER
LP
LIQUID PROPANE
MV
MIXING VALVE
NG
NATURAL GAS
NTS
NOT TO SCALE
OSD
OPEN SITE DRAIN
PH
PHASE
PVC
POLYVINYL CHLORIDE
RCP
RECIRCULATION PUMP
RH
ROOF HYDRANT
SAN
SANITARY OR WASTE
SFU
SUPPLY FIXTURE UNITS
TEV
COMBINATION THERMAL EXPANSION SHUTOFF
TIP
TRAP PRIMER
TYP
TYPICAL
V
VENT
VTR
VENT TO ROOF
WCO
WALL CLEAN OUT
WH
WALL HYDRANT
WHA
WATER HAMMER ARRESTOR
YH
YARD HYDRANT
wHA WATER HAMMER
ARRESTOR
PLUMBING CODE DATA
G GAS PIPING
GAS PIPING BELOW GRADE
CODES, REGULATIONS & STANDARDS:
COMPLY WITH ALL GOVERNING FEDERAL, STATE, AND
GAS COCK
LOCAL LAWS, ORDINANCES, CODES AND REGULATIONS.
IN NO CASE SHALL WORK BE INSTALLED CONTRARY TO
GAS PIPING DOWN
OR BELOW MINIMUM LEGAL STANDARDS. SHOULD ANY
GAS PIPING UP
WORK BE PERFORMED WHICH IS FOUND NOT TO COMPLY
WITH ANY OF THE ABOVE CODES AND REGULATIONS,
PRESSURE REGULATOR
PROVIDE ALL WORK AND PAY ALL COSTS NECESSARY TO
DRIP LEG, SEDIMENT TRAP
CORRECT THE DEFICIENCIES.
u
ALL PUBLISHED STANDARDS, AS MANDATED BY SPECIFIC
DEMO CODED NOTE;
STATE STANDARDS, SHALL BE FOLLOWED AND APPLIED
0 NEW WORK CODED NOTE
AS A MINIMUM.
POINT OF DEMOLITION;
O e
CONSTRUCTION TYPE: V-B
POINT OF CONNECTION
USE GROUP: A-2
OCCUPANCY: 85
P-1 EQUIPMENT NUMBER;
REFER TO SCHEDULE
APPLICABLE CODES:
(D) DEMOLISH AND REMOVE
(E) EXISTING TO REMAIN
(R) EXISTING TO BE RELOCATED
1-HOUR FIRE RATED WALL
-- 2-HOUR FIRE RATED WALL
• VIRGINIA UNIFORM STATEWIDE BUILDING CODE
(VUSBC) 2018
• INTERNATIONAL BUILDING CODE (IBC) 2018
• INTERNATIONAL FUEL GAS CODE (IFGC) 2018
• INTERNATIONAL PLUMBING CODE (IPC) 2018
• ACCESSIBLE AND USABLE BUILDINGS AND
FACILITIES, ICC/ANSI A117.1-2009
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Pool
PLUMBING SPECIFICATIONS 11
PIPE AND PIPE FITTINGS
A. DOMESTIC/POTABLE WATER (DCW/DHW) PIPING:
A.1. SYSTEM DESIGN PRESSURE = 80 PSIG.
A.2. PIPING 1" AND GREATER SHALL BE SDR 13.5 CPVC TUBING.
A.3. PIPING LESS THAN 1" SHALL BE PEX TUBING.
A.4. PIPING BELOW GRADE SHALL BE SDR 13.5 CPVC TUBING.
B. SANITARY (SAN) AND VENT (V) PIPING:
B.1. ALL PIPING BELOW GRADE AND WITHIN WALLS SHALL BE SCHEDULE 40 PVC.
B.2. PIPING BELOW GRADE SHALL BE SOLID CORE SCHEDULE 40 PVC.
C. CONDENSATE DRAIN (D) PIPING:
C.1. SYSTEM DESIGN PRESSURE = 10 PSIG.
C.2. PROVIDE SCHEDULE 40 PVC.
\/Al \/FC
A. GATE VALVES: POTABLE WATER SERVICE SIZES 1/2" - 2" SHALL BE GLUE TYPE SUITABLE
FOR USE IN SCHEDULE 40 CPVC PIPING SYSTEMS. FOR PIPING SYSTEMS OVER 2" USE
GLUE TYPE FITTINGS SUITABLE FOR USE IN SCHEDULE 80 CPVC SYSTEMS. ALL SHUT
OFF VALVES SHALL BE FULL OPEN PORT TYPE VALVES.
B. DRAIN VALVES: POTABLE WATER SERVICE SIZES 1/2" AND 3/4" SHALL BE GLUE TYPE
SUITABLE FOR USE IN SCHEDULE 40 CPVC SYSTEMS.
C. BACKFLOW PREVENTER SPECIFICATIONS ARE BASED ON WATTS 909 SERIES WITH
909AG AIR GAP. PROVIDE AT LOCATIONS IN WHICH THE PUBLIC WATER SUPPLY SYSTEM
MUST BE PROTECTED. MATERIALS OF CONSTRUCTION - EPDXY COATED CAST IRON
BODY, BRONZE TEST COCKS, RUBBER DISCS, BRONZE SEAT AND DISC HOLDER, DOUBLE
CHECK ASSEMBLY WITH RELIEF DRAIN ASSEMBLY. PIPE RELIEF TO GRADE. INSTALLED
WITHIN HEATED ENCLOSURE.
C.1. HEATED ENCLOSURE (HE): FREEZE AND VANDAL PROTECTION ENCLOSURE
CONSTRUCTED OF 18 GAUGE MARINE GRADE ALUMINUM, MILL FINISH AND SHALL
MEET ASTM B209. PROVIDE WITH MINIMUM 9 R-VALUE INSULATION IN ROOF WALLS
AND DRAIN FLAP. BASED ON SAFE-T-COVER MODEL 20OS-AL. PROVIDE ELECTRIC
HEAT TRACE AT 5W/FT FOR FREEZE PROTECTION. 120V/1 PH/60HZ.
D. COMBINATION THERMAL EXPANSION VALVES: POTABLE WATER SERVICES SIZE 3/4"
SHALL INCLUDE BUILT-IN RELIEF PROTECTION FROM WATER PRESSURE IN EXCESS OF
125 PSI. EACH VALVE SHALL BE FULL PORT CONSTRUCTION, BRONZE ASTM B-684 BODY,
ELECTROLYSES NICKEL PLATED ASTM B-16 OR B124 BRASS BALL, BLOWOUT PROOF
ASTM B-16 BRASS STEM, VIRGIN PTFE SEATS, PTFE STEM PACKING AND STEM THRUST
BEARING. VITON RELIEF BALL AND 302 STAINLESS STEEL RELIEF SPRING. VALVES
SHALL BE BY WATTS SERIES LFBRVM1 OR APPROVED EQUAL.
PLUMBING FIXTURES
A. ALL PLUMBING FIXTURES AND TRIM SHALL BE NEW AS MANUFACTURED BY FIRMS
REGULARLY ENGAGED IN THE MANUFACTURE OF PLUMBING FIXTURES, AND TRIM OF
TYPE, STYLE AND CONFIGURATION REQUIRED, WHOSE PRODUCTS HAVE BEEN IN
SATISFACTORY USE AND SIMILAR SERVICE.
B. PROVIDE PROTECTION OF ALL FIXTURES DURING CONSTRUCTION FROM DAMAGE. EACH
WATER SUPPLY CONNECTION SERVING A FIXTURE SHALL BE EQUIPPED WITH AN
ACCESSIBLE STOP VALVE. CAULK ALL GAPS IN AROUND WALLS/FLOORS AND THE
PLUMBING FIXTURES. SPECIFICATIONS FOR THE PLUMBING FIXTURES ARE BASED ON
THE FOLLOWING TYPES.
PIPE INSULATION
A. CLOSED CELL ELASTOMERIC (PIPE SIZES UP TO 5 INCHES): FLEXIBLE ELASTOMERIC,
CLOSED CELLULAR, TUBULAR MOLDED TO ACCOMMODATE PIPING, SMOOTH OUTER
SURFACE SUITABLE FOR PAINTING WITH VINYL LACQUER TYPE COATING, WATER
RESISTANT, NONABSORBENT, OZONE RESISTANT, MINIMUM DENSITY OF 4 LB/CF,
MAXIMUM CONDUCTIVITY PER 1" THICKNESS OF 0.27 AT 75 F MEAN TEMPERATURE.
B. RIGID FIBERGLASS: RESIN BONDED FIBROUS GLASS, FLAME RETARDANT, FACTORY
APPLIED ALL SERVICE JACKET VAPOR BARRIER WITH SELF SEALING PRESSURE
SENSITIVE LAP JOINTS, MOLDED TO ACCOMMODATE PIPE, MAXIMUM VAPOR
PERMEANCE OF .02 PERM/IN. AND A PUNCTURE RESISTANCE OF 50 UNITS, MINIMUM
DENSITY 4.0 LB/CF, MAXIMUM CONDUCTIVITY PER 1" THICKNESS OF .23 AT 750F, .29 AT
200OF AND .43 AT 400OF MEAN TEMPERATURE.
C. APPLICATIONS:
C.1. DOMESTIC HOT AND COLD WATER (ALL SIZES): PROVIDE 1/2" CLOSED CELL
ELASTOMERIC.
C.2. FLOOR DRAINS OR OPEN SITE DRAINS RECEIVING AHU CONDENSATE: INSULATE
P-TRAP WITH 1/2" CLOSED CELL ELASTOMERIC INSULATION.
FIXTURES
A. PROVIDE INDICATED QUANTITIES OF FIXTURES. SEE ARCHITECTURAL DRAWING FOR
MAKE AND MODELS OF SPECIFIC FIXTURES TO BE USED.
B. WALL HYDRANT (WH): FREEZELESS WALL HYDRANT; BACKFLOW PROTECTED WITH
ANTI -SIPHON VACUUM BREAKER (ASSE 1011), TEE KEY, COPPER TUBES, CHROME FINISH,
PERMANENT TYPE BRASS VALVE BODY, ASSE STANDARD 1019-B, WITH AUTOMATIC
DRAINING. BASED ON WOODFORD MODEL 65.
MISCELLANEOUS PLUMBING ITEMS
A. TRAP PRIMER (TP): PROVIDE A TRAP PRIMER AT ALL OPENSITE AND FLOOR DRAINS
SUBJECT TO EVAPORATION. TRAP PRIMER TO BE EQUAL TO MIFAB M-500 PRESSURE
DROP ACTIVATED TRAP SEAL PRIMER.
B. WATER HAMMER ARRESTORS (WHA): PRE -CHARGED HARD DRAWN COPPER SHOCK
ABSORBER WITH BRASS PISTON. DESIGNED TO OPERATE UP TO 150 PSI WORKING
PRESSURE.
C. HEAT TRACE: PROVIDE HEAT TRACING AT 5 WATTS PER FOOT WHERE INDICATED ON
THE PLANS.
D. IDENTIFY ALL MAIN SHUT OFF VALVES BY TAGGING EACH.
E. IT IS THE INTENT OF THESE DRAWINGS THAT ALL TUB/SHOWERS WILL BE ABOVE FLOOR
ROUGH IN.
F. PROVIDE QUARTER TURN SHUT OFF VALVES FOR ALL PLUMBING FIXTURES.
G. ALL PLUMBING FIXTURES TO HAVE SHUT OFF VALVES OR INTEGRAL STOPS.
H. ALL LAVATORIES ARE TO MEET THE PROPER CLEARANCES PER SECTION 405.3.1 OF THE
IPC. SEE ARCHITECTS DRAWINGS FOR DIMENSIONED BATHROOM DRAWINGS.
I. PROVIDE A CLEAN OUT AT THE BASE OF ALL SANITARY STACKS.
J. ALL PIPING TO BE CONCEALED WITHIN WALLS OR ABOVE CEILINGS.
K. ALL WATER LINES TO PLUMBING FIXTURES SHALL BE BURST PROOF, FLEXIBLE
STAINLESS STEEL TYPE SUPPLY LINES.
C
ID.E
GAS SPECIFICATIONS
PIPE AND PIPE FITTINGS
A. NATURAL GAS PIPING SYSTEM DESIGN PRESSURE:
SECTION MAX. PRESSURE
METER TO PRV 2 PSI.
PRV TO EQUIPMENT 7-14" W.C.
B. NATURAL GAS PIPING SYSTEM MATERIAL:
SIZE MATERIAL
1" AND LARGER SCHEDULE 40 CARBON STEEL
LESS THAN 1" COPPER TUBING
VALVES
A. ALL EXPOSED OUTDOOR PIPING SHALL BE PAINTED.
B. ALL PIPING LOCATED INDOORS SHALL BE TAGGED "NATURAL GAS" IN YELLOW PLASTIC PIPE
MARKERS, EVERY 5 FEET.
C. SUPPORT AND SECURE PIPING ON ROOF. PIPE HANGERS AND SUPPORTS SHALL CONFORM
TO THE REQUIREMENTS OF MSS SP-58 AND SHALL BE SPACED IN ACCORDANCE WITH
SECTION 415 OF THE IFGC.
D. PRESSURE REGULATOR VALVES (PRV): BASED ON MAXITROL REGULATOR MODEL 325-L
SERIES WITH VENT PROTECTOR DEVICE (OUTDOORS) OR VENT LIMITED DEVICE (INDOORS).
CAST IRON VALVE BODY, 125 PSIG WORKING PRESSURE, DIE-CAST ALUMINUM SPRING AND
LOWER CASE. VENT PROTECTOR MUST BE MOUNTED IN UPRIGHT POSITION.
REGULATOR SIZE MAX. LOAD (SINGLE APPLIANCE)
325-3L (3/8", 1/2") 140 MBH
325-5L (1/2", 3/4", 1") 425 MBH
325-7AL (1-1/4", 1-1/2") 1250 MBH
REGULATOR SIZE TOTAL LOAD (ALL APPLIANCES)
325-3L (3/8", 1/2") 250 MBH
325-5L (1/2", 3/4", 1") 500 MBH
325-7AL (1-1/4", 1-1/2") 1250 MBH
E. VENTS ON OUTDOOR REGULATORS SHALL BE DESIGNED TO PREVENT ENTRY OF INSECTS,
WATER, AND FOREIGN OBJECTS.
F. VALVE STANDARDS: ASME 16.44 (LABELED 2G) AND ASME 16.33 FOR PRESSURE UP TO 2 PSI.
OVINGTON
SIGN GROUP
6130 1 contact@covingtondesigngroup.com I
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Lie. No. 053725
04/29/2022
GDG Proj #
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DOMESTIC COLD
WATER PIPING TO
SYSTEM
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2" MINIMUM TO
BOTTOM OF
:LIEF OPENINGS
SIZED PER
MANUFACTURER'S WRITTEN INSTRUCTIONS
ELEVATION A -A
BACKFLOW PREVENTER DETAIL - DOMESTIC WATER
SCALE: NONE
NOTES:
1. BACKFLOW TO BE MOUNTED IN HORIZONTAL POSITION. ALL MOUNTING CLEARANCES AND
INSTALLATION TO BE PER MANUFACTURERS INSTALLATION INSTRUCTIONS.
2. REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTER WITH GATE VALVES. PROVIDE FULL
OPEN PORT SHUT OFF VALVE AND STRAINER UPSTREAM OF BACKFLOW.
3. BACKFLOW SHALL BE LOCATED IN ACCORDANCE WITH LOCAL AUTHORITY HAVING JURISDICTION.
4. BACKFLOW TO BE MOUNTED AT A HEIGHT SUCH THAT NO LADDER WILL BE NEEDED TO SERVICE.
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