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3607 Orlando Dr 100 17-2249 TENANT FINISH OUT
a VANILLA BOX TENANT FINISH OU 3606 South Orlando Drive, ACOUS. ACOUSTICAL MACH. MACHINE ADJ. ADJUSTABLE MAX. MAXIMUM A.F.F. ABOVE FINISH FLOOR MECH. MECHANICAL ALUM. ALUMINUM MEMB. MEMBRANE ALT. ALTERNATE MET. METAL APPROX. APPROXIMATE MFR. MANUFACTURER ARCH. ARCHITECT (URAL) MH. MANHOLE BD. BOARD MIN. MINIMUM BLDG. BUILDING MIR. MIRROR BLK. BLOCK MISC. MISCELLANEOUS BLKG. BLOCKING MTD. MOUNTED BM. BEAM MUL. MULLION BOT. BOTTOM M. R. MOISTURE RESISTANT BRC. BEARING M. W. MICROWAVE OVEN CAB. CABINET p N. NORTH CEM. CEMENT I NC NON-COMBUSTIBLE CER. CERAMIC N.I.C. NOT IN CONTRACT C.I.P. CAST IN PLACE y NO. OR # NUMBER C. J. CONTROL JOINT N.T.S. NOT TO SCAT F CLO. CEILING O.T.O. OUT TO OUT CLO. CLOSET 0. C. ON CENTER CLR. CLEAR 0. D. OUTSIDE DIAMETER C.M.U. CONCRETE MASONRY UNIT O. F. G. 1. OWNER FURNISH GENERAL INSTALL COL. COLUMN O. F.0.1. OWNER FURNISH OWNER INSTALL COMP. COMPOSITION OFF. OFFICE CONC. CONCRETE OPER. OPERABLE CONT. CONTINUOUS OPNG. OPENING CORR. CORRIDOR OPP. OPPOSITE CFSK. COUNTERSUNK PL. PLATE CNTR. COUNTER P. LAM. PLASTIC LAMINATE CTR. CENTER PLAS. PLASTER CU. FT. CUBIC FOOT PLYWD. PLYWOOD CT. YD. CUBIC YARD PR. PAIR DBL. DOUBLE + P.T.D. PAPER TOWEL DISPENSER DEPT. DEPARTMENT P.T.D./R. COMBINATION PAPER TOWEL D. F. DRINKING FOUNTAIN s DISPENSER AND RECEPTACLE DET. DETAIL PTN. PARTITION DIA. DIAMETER P.B. PUSH BUTTON DIM. DIMENSION Q. T. QUARRY TILE DISP. DISPENSER R. RISER DN. DOWN RAD. RADIUS DR. DOOR R. D. ROOF DRAIN DWR. DRAWER REF. REFERENCE DWG. DRAWING RESIST. RESISTANT E. EAST REV. REVISION EA. EACH REFR. REFRIGERATOR."_ E. J. EXPANSION JOINT REINF. REINFORCED/REIVFURCING ELAST. ELASTOMERIC REQ. REQUIRED EL. ELEVATION RESIL. RESILIENT ELEC. ELECTRICAL RM. ROOM 'I-- L EV. ELEVATOR R.O. ROUGH OPENING EMER. EMERGENCY R.J. RUSTICATION JOINT ENCL. ENCLOSURE S. SOUTH EQ. EQUAL S. C. SOLID CORE EQPT. EQUIPMENT SCHED. SCHEDULE E.W.C. ELECTRIC WATER COOLER S.D. SOAP DISPENSER EXST. EXISTING SECT. SECTION EXPO. EXPOSED SH. SHELF EXP. EXPANSION SHR. SHOWER EXT. EXTERIOR SHT. SHEET F. A. FIRE ALARM SIM. SIMILAR F.D. FLOOR DRAIN SP. SPACES F.F. FINISH FLOOR SPEC. SPECIFICATION FDN. FOUNDATION SQ. SQUARE F.E. FIRE EXTINGUISHER S.S. STAINLESS F.E.C. FIRE EXTINGUISHER CABINET S.SK. SERVICE SINK FIN. FINISH STA. STATION FL. FLOOR STD. STANDARD FLASH. FLASHING STL. STEEL FLEX. FLEXIBLE STOR. STORAGE F.R. FIRE RATED ? STR. STRUCTURAL FRP FIBERGLASS REINFORCED PLASTIC SUSP. SUSPENDED FT. FOOT OR FEET SYM. SYMMETRICAL FTG. FOOTING I. TREAD FURR. FURRING T. B. TOWEL BAR F.R. FIRE RATED T. C. TOP OF CURB F. V. FIELD VERIFY TEL. TELEPHONE GA. GAGE TEMP. TEMPERED CALV. GALVANIZED TEN. TENANT G. B. GRAB BAR TER. TERRAZZO G.C. GENERAL CONTRACTOR T.& G. TONGUE AND GROOVE CL. GLASS THK. THICK CLAZ. GLAZING T.P. TOP OF PAVEMENT GND. GROUND r. w. TOP OF WALL GR. GRADE TYP. TYPICAL GYP. GYPSUM T.O.B. TOP OF BRICK H.C. HOLLOW CORE , T.O.C. TOP OF CEILING HDWD. HARDWOOD T.O.M. TOP OF MASONRY H. E. W. C. HANDICAP ELECTRIC WATER T.O.P. TOP OF PLATE COOLER T.O.S. TOP OF STEEL H.M. HOLLOW METAL UNF. UNFINISHED HORIZ. HORIZONTAL_ U.O.N. UNLESS OTHERWISE NOTED H. 0. HOLD OPEN UR. URINAL HT. HEIGHT VERT. VERTICAL H.V.A. C. HEATING/VENTILATION/AIR VEST. VESTIBULE CONDITIONING W. WEST 1. D. INSIDE DIAMETER W/ WITH INSUL. INSULATION W. C. WATER CLOSET INT. INTERIOR WD. WOOD JAN. JANITOR W/0 WITHOUT JST. JOISTS W. R. WATER RESISTANCE JT. JOINTS WSCT. WAINSCOT LL / L. L . LANDLORD WT. WEIGHT LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY LEV. LEVEL LT. LI GH T L. S. D. LIQUID SOAP DISPENSER K. P. KEYPAD a VANILLA BOX TENANT FINISH OU 3606 South Orlando Drive, Sanford, ISL Swmlba� Lansind PFOOF@C4 108�8 FLOOR PLAN OO DOOR NUMBER D MILLWORK ELEVATION zi roe TOILET ACCESSORIES oa PARTITION TYPE 1 1 1 1 -HOUR PARTITION X1 X1 EXISTING 1 -HOUR PARTITION X2 X2 EXISTING 2 -HOUR PARTITION EXISTING COLUMN GRID Rzi_�c��oo�DDc���o� MarG� �- DIRECTION OF VIEW SECTION NUMBER o.o. CROSS REFERENCE SHEET o�fld'Q�g ����00� ffhwlk � DIRECTION OF VIEW �. SECTION NUMBER � 0.0 -- CROSS REFERENCE SHEET FEhga-mC((a2QH01n � DIRECTION OF VIEW ELEVATION NUMBER o.o• CROSS REFERENCE SHEET PROJECT NAME: 32"773 VANILLA BOX WORK i, Seminole Centre 3606 South Orlando Drive Sanford, FL 32773 PROJECT DESIGNED IN ACCORDANCE WITH: 2014 FLORIDA BUILDING CODE (FBC) w/ 2012 SUPPLEMENTS 5TH ADDITION OF FLORIDA FIRE PREVENTION CODE (FFPC) 2014 FLORIDA MECHANICAL CODE (FMC) 2014 FLORIDA PLUMBING CODE (FPC) 2011 NATIONAL ELECTRICAL CODE (NEC) 2014 FLORIDA ACCESSIBILITY CODE ADA i 2014FLORIDA ENERGY CODE OCCUPANCY TYPE: GROUP B - BUSINESS ACCOUNTING OFFICE CONSTRUCTION TYPE: EXISTING CONSTRUCTION TYPE LIB, FULLY SPRINI�LERED INTERIOR FINISH OUT MAXIMUM TRAVEL DISTANCE = 150' MAX. W/ SPRINKLERS OCCUPANT LOAD BUILDING AREA: VANILLA BOX SPACE 1,240 S.F. @ 1/100 S'.F. = 12 SCOPE OF WORK: INTERIOR FINISH OUT OF 1,240 S.F. i � 1 WIN Mex 1.1 INDEX, LEGEND & ABBREVIATIONS 1.2 PENETRATION DETAILS S.1 STRUCTURAL DESIGN A.I FLOOR PLAN 8c NOTES A.2 CEILING PLAN 8c NOTES E.0 ELECTRICAL SPEC E.1 ELECTRICAL PLANS MPO MECHANICAL/PLUMBING SPEC MPI MECHANICAL/PLUMBING PLAN HR BLOCK n 1-1 69,1 QC�0�1Q� General Notes I 1. Contract documents to be utilized for the purpose of this project will be AIA Documents A101, standard form of agreement between owner and contractor and A201, general conditions of the contract for construction. 5. All installations shall comply with all local and national codes and with the requirements of the Landlord and Tenant. All work shall include the completion of such details not mentioned or shown (which are necessary for the successful operation of all systems shown. I 2. All existing conditions shall be verified by the General Contractor. Failure to verify the existing conditions 6. Contractor j or subcontractors wishing to substitute materials shall not relieve General Contractor of any expenses or responsibilities resulting from that failure. must submit Project two sets of shop drawings or specifications to Manager for approval. (No Exceptions). 3. Each contractor is responsible for obtaining all necessary building permits, licenses and certificates of occupancy.. Copies of permits are to be posted prior to commencing work. One approved set of drawings shall be kept on the 7. All wor "to be guaranteed -for one year or according to manufacturer's guarantee, whichever is longer, except A/C unit co';mpressor which shall be guaranteed for a minimum of five yearn. premises at all times. 8. _ All Sub -Contractors are to receive full working Drawings from the General Contractor for Bidding and Construction. 4. Each contractor is responsible for the contents of the Lease Agreement between the Landlord and Tenant, as it relates to 'the construction and insurance requirements. 1. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 2. G.C. SHALL VERIFY, COORDINATE AND/OR INSTALL ANY SMOKE DETECTION AND/OR FIRE ALARM CONNECTORS AS REQUIRED PER GOVERNING MUNICIPALITY. 3. ANY REQUIRED FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION. PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 4. ALL REQUIRED PERMITS AND APPROVALS MUST BE OBTAINED FROM THE FIRE DEPARTMENT BEFORE BUILDINGS ARE OCCUPIED. 5. DURING CONSTRUCTION, THE G.C. IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A10BC (NEPA 10) WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR. 6. CONTACT OPERATING MANAGER REGARDING FIRE ALARM REQUIREMENTS AND INSTALLATION. INSTALLATION AND DEVICES AT TENANT'S EXPENSE. TENANTS SPACE MUST MEET A.D.A. FIRE ALARM REQUIREMENTS. SMOKING IS PROHIBITED IN ALL ENCLOSED PUBLIC PLACES & IN ALL ENCLOSED AREAS WITHIN PLACES OF EMPLOYMENT IN ACCORDANCE WITH CLEAN INDOOR AIR ORDINANCE TENANT IMPROVEMENT TO EXISTING TERRACE LEVEL SPACE 1. IMPROVEMENTS TO INCLUDE NEW CONSTRUCTION AS INDICATED ON DRAWINGS . LAYING OUT THE EXAM ROOMS, RETAIL AND OFFICES & ADDING A BATHROOM. 2. STRUCTURAL ISSUES ARE A NON -FACTOR, AS NO STRUCTURAL MODIFICATIONS ARE PROPOSED UNDER THIS SUBMITTAL FOR BUILDING PERMIT. OFFICE 3. NO MODIFICATIONS TO EGRESS UNDER THIS APPLICATION 12 PERSONS X .2/PERSON = 2.4" 2 EXITS PROVIDED W/ 36" WIDE EXIT DOORS. 4. WIDTH OF EXIT PASSAGEWAY W/ MORE THAN 50 = 44" HE ARCHITECT IS NOT RESPONSIBLE FOR ,CCESSIBILITY STANDARDS/ADA ►UTSIDE OF LEASE SPACE. A PEWA(T ISSI.1ED SHALL BE C6NSTRL)ED TO BE A Ll+:�i:ILSE f"O PRCiCk;E[) VVFFi i l'H WORK AND MOT AS AU i'HORf FY F0 VIOLA;1'E, L�A.NC EL, ALTER OR SET ASIDE ANY Qlr "1.1.iE F}ROVISIONS', OF TI -IE TECHMIOAL C�01)f. ' i, IdOr; St IA's..L ISSUANCE ICE OF A PERMIT PREVENT EALHLDINC; OFFICIAL. FROM THEREAFTER R•` ': UIE?! lr; �N' G()RHEC TION OF, RS il\l PLANS, I4 : I(?fid i -AR VIOLATIONS OF THIS CODE City and of Sanford oil Grease Program PERMIT TREY LUCAS R I T . T - - E 324 Eastland Drive Decatur, GA 30030 o: 404.378.7431 e: Lrey@treylucas.com www.treylucas.com Seal: j �� 41� •aoaa.. �g,,� ' TrA � tryy. a .�` a Y : •' ,�` G ri, EC�N�. �"►Ds�o� 7,18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: INDEX ABBR�VIATIONS Scale: N.T.S. Drawing No. of: Issue Date 7.18.17 a) E 0 PE MULTI—PIPE DUCT 0) CLOSURE PENGLE NETRATION( ION 4 5 PENETRATION 6 PENETRATION STRUCTURE ENETRA �� ABOVE 10, � CLOSURE 7 FLOOR PEONETRATION DEEP BOX �—FLOOR PENETRATION STRUCTURE PENETRATION I: T PARTITION I TI I ; 1/41f 5/8" F.R. GYP. BD. EA. SIDE (2 LAYERS EA. SIDE ® 2 HR. PARTITIONS) BOX PENETRATION OVER 16 SQ. IN. DEPTH EQUALS STUD DEPTH LAMINATED 5/8" F.R. GYP. BD. WRAP 5/8" F.R. GYP. BD. AROUND STUD © HEAD, JAMB & SILL OF CUT OUT. RUNNER TRACK ABOVE AND BELOW PENETRATION 304 = 11-0119 J U L# - U425 '8" F.R. GYP. BD. EACH )E (2 LAYERS EACH SIDE 2 HR. PARTITION) ADER TRACK ABOVE & LOW DUCTWORK CUTOUT )E RESISTANT SEALANT CH SIDE OF WALL DUCT DAMPER ® LOCATIONS SHOWN ON MECH. PLANS OR REQ'D. BY CODE ,CK VOIDS TIGHT WITH NERAL WOOL BATTS :TAL STUDS DUCT PENETRATIONDETAIL PENETRATION I PARTITION MTING PRIORITY 2 HOUR FIRE/SMOKE RATED BARRIER 1 (HIGHEST) 2 HOUR FIRE RATED WALL OR SHAFTWALL 2 1 HOUR FIRE/SMOKE BARRIER 3 1 HOUR FIRE RATED WALL 4 NON–RATED SMOKE PARTITION 5 NON–RATED ACOUSTICAL WALL 6 NON -RATED NON–ACOUSTICAL 7 (LOWEST) TYPICAL WALL PRIORITIES LEGEND 03A LIP., t' 5/8" F.R. GYP. BD. EACH SIDE (PROVIDE 2 LAYERS 0 2 HR. PARTITION) METAL STUD METAL CORNER BEAD (TYP) 311 = '.0.1 S/ U L# -1.1425 TI P LE OR CONDUIT RESTOP .00R SLAB _TAL FORMS AS^REQUIRED 311 .... 11-011 PACK VOIDS TIGHT W/ - MINERAL WOOL BATTS \ TOP OF STUD — a � N r 3 I NOTE: 'FIT GYP. BD. IN DECK FLUTES TO MAINTAIN 3/4 MAX. SEPERATION BET'WN. BOTTOM OF DECK & TOP OF GYP. BD. AT RATED WALLS CLOSURE DETAIL U L# - ''M i L7007 31 1 = 1 1-011 STUD TRACK W/ 2" FLANGES SECURED TO STRUCTURAL DECK W/ STEEL FASTENERS AT 12" O.C. SEAL PERIMETER EACH SIDE W/ SEALANT (MIN. 1/2" THICK F.R. SEALANT Q RATED WALLS) MET. STUD NOT ANCHORED TO TRACK FOR PERIMETER RELIEF 5/8" GYP. BD. PROVIDE (2) LAYERS EA. SIDE © 2 HR. PARTITION ANCHOR SCREW CLOSURE DETAIL U L# - CAJ 1140 5/8" F.R. GYP. BD. — (2 LAYERS EA. SIDE 0 2 HR. PARTITION) METAL STUD BED GYP. BD. IN PERIMETER SEALANT (F.R. SEALANT @ RATED WALLS) 7////— STUD TRACK ANCHORED TO FLOOR STRUCTURE 311 : 1 9-011 1-H R. -U L# - U425 9_WP _111 R - 1 IIA1I HIGHER PRIORITY WALLS CONTINUOUS THROUGH - INTERSEC11ONS 5/8" F.R. GYP. BD. EACH SIDE (2 LAYERS EACH SIDE © 2 HR. PARTITION) HEADER TRACK ABOVE & BELOW PIPE CUTOUT FIRE RESISTANT SEALANT EACH SIDE OF WALL SINGLE PIPE OR CONDUIT RIGIDLY SUPPORTED L— FIRESTOP COLLAR AT LARGE NONMETALLIC PIPE METALLIC SLEEVE AT VENTED NONMETALLIC PIPING SYSTEMS METAL STUDS — i SINGLE i I T TI 4 311 = 11.041 1 � U L# - VVL2090 41 U L# - WL2078 -MIN. UL# - WL1085 SINGLE OR MULTIPLE METALLIC PIPE OR CONDUIT FIRE RESISTANT SEALANT PACK VOIDS TIGHT W/ FLUSH W/ TOP SURFACE MINERAL WOOL BATTS OF FLOOR OR W/ BOTH SURFACES OF WALL MINIMUM 4 1/2" THICK a CONCRETE WALL OR FLOOR OR UL CLASS— IFIED CONCRETE BLOCKS PIPE PENT I IL 311=11-011 U L# - CAJ 1149 9 U L# - CAJ 8041 1. PENETRATION DETAILS 1 THROUGH 9 ARE FOR CONDUIT, PIPE, DUCT, ETC. PENETRATIONS THROUGH FIRE RATED PARTITIONS AND ARE GENERIC IN NATURE. THE CONTRACTOR IS REQUIRED TO SUBMIT FOR APPROVAL, TO THE ARCHITECT, DETAILS SPECIFIC TO THE SEALANT AND FIRE–PROOFING MATERIAL MANUFACTURER'S TESTED AND APPROVED SYSTEMS INCLUDING SPECIFIC TEST DATA. 2. CLOSURE DETAILS 10 & 11 ARE TYPICAL FOR ALL FULL �–HEIGHT RATED & NON–RATED PARTITIONS (REFER PARTITION TYPES). 3. DETAILS & U.L. DESIGN NUMBERS SHOWN ARE REPRESENTATIVE OF THE MOST TYPICAL CONDITIONS ONLY AND OTHER ASSEMBLIES MAY BE REQUIRED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SELECT, SUBMIT & INSTALL U.L. DESIGNS THAT ARE APPROPRIATE FOR ANY GIVEN CONDITION TO ACHIEVE THE REQUIRED FIRE–RESISTANCE RATING. SEAL PERIMETER WITH FIRE RATED SEALANT INTERIOR PARTITION l 1 wL� xo REF. PLANS FOR TYPES mw & LOCATIONS I Z 1 N 1 11 11 1 11 CE 3 IN LINR G JO 11 TRTI I T SINGLE 000 I J (2) 71 -O O SIM. IN. PER 100 S.F. L 10, � CLOSURE 7 FLOOR PEONETRATION DEEP BOX �—FLOOR PENETRATION STRUCTURE PENETRATION I: T PARTITION I TI I ; 1/41f 5/8" F.R. GYP. BD. EA. SIDE (2 LAYERS EA. SIDE ® 2 HR. PARTITIONS) BOX PENETRATION OVER 16 SQ. IN. DEPTH EQUALS STUD DEPTH LAMINATED 5/8" F.R. GYP. BD. WRAP 5/8" F.R. GYP. BD. AROUND STUD © HEAD, JAMB & SILL OF CUT OUT. RUNNER TRACK ABOVE AND BELOW PENETRATION 304 = 11-0119 J U L# - U425 '8" F.R. GYP. BD. EACH )E (2 LAYERS EACH SIDE 2 HR. PARTITION) ADER TRACK ABOVE & LOW DUCTWORK CUTOUT )E RESISTANT SEALANT CH SIDE OF WALL DUCT DAMPER ® LOCATIONS SHOWN ON MECH. PLANS OR REQ'D. BY CODE ,CK VOIDS TIGHT WITH NERAL WOOL BATTS :TAL STUDS DUCT PENETRATIONDETAIL PENETRATION I PARTITION MTING PRIORITY 2 HOUR FIRE/SMOKE RATED BARRIER 1 (HIGHEST) 2 HOUR FIRE RATED WALL OR SHAFTWALL 2 1 HOUR FIRE/SMOKE BARRIER 3 1 HOUR FIRE RATED WALL 4 NON–RATED SMOKE PARTITION 5 NON–RATED ACOUSTICAL WALL 6 NON -RATED NON–ACOUSTICAL 7 (LOWEST) TYPICAL WALL PRIORITIES LEGEND 03A LIP., t' 5/8" F.R. GYP. BD. EACH SIDE (PROVIDE 2 LAYERS 0 2 HR. PARTITION) METAL STUD METAL CORNER BEAD (TYP) 311 = '.0.1 S/ U L# -1.1425 TI P LE OR CONDUIT RESTOP .00R SLAB _TAL FORMS AS^REQUIRED 311 .... 11-011 PACK VOIDS TIGHT W/ - MINERAL WOOL BATTS \ TOP OF STUD — a � N r 3 I NOTE: 'FIT GYP. BD. IN DECK FLUTES TO MAINTAIN 3/4 MAX. SEPERATION BET'WN. BOTTOM OF DECK & TOP OF GYP. BD. AT RATED WALLS CLOSURE DETAIL U L# - ''M i L7007 31 1 = 1 1-011 STUD TRACK W/ 2" FLANGES SECURED TO STRUCTURAL DECK W/ STEEL FASTENERS AT 12" O.C. SEAL PERIMETER EACH SIDE W/ SEALANT (MIN. 1/2" THICK F.R. SEALANT Q RATED WALLS) MET. STUD NOT ANCHORED TO TRACK FOR PERIMETER RELIEF 5/8" GYP. BD. PROVIDE (2) LAYERS EA. SIDE © 2 HR. PARTITION ANCHOR SCREW CLOSURE DETAIL U L# - CAJ 1140 5/8" F.R. GYP. BD. — (2 LAYERS EA. SIDE 0 2 HR. PARTITION) METAL STUD BED GYP. BD. IN PERIMETER SEALANT (F.R. SEALANT @ RATED WALLS) 7////— STUD TRACK ANCHORED TO FLOOR STRUCTURE 311 : 1 9-011 1-H R. -U L# - U425 9_WP _111 R - 1 IIA1I HIGHER PRIORITY WALLS CONTINUOUS THROUGH - INTERSEC11ONS 5/8" F.R. GYP. BD. EACH SIDE (2 LAYERS EACH SIDE © 2 HR. PARTITION) HEADER TRACK ABOVE & BELOW PIPE CUTOUT FIRE RESISTANT SEALANT EACH SIDE OF WALL SINGLE PIPE OR CONDUIT RIGIDLY SUPPORTED L— FIRESTOP COLLAR AT LARGE NONMETALLIC PIPE METALLIC SLEEVE AT VENTED NONMETALLIC PIPING SYSTEMS METAL STUDS — i SINGLE i I T TI 4 311 = 11.041 1 � U L# - VVL2090 41 U L# - WL2078 -MIN. UL# - WL1085 SINGLE OR MULTIPLE METALLIC PIPE OR CONDUIT FIRE RESISTANT SEALANT PACK VOIDS TIGHT W/ FLUSH W/ TOP SURFACE MINERAL WOOL BATTS OF FLOOR OR W/ BOTH SURFACES OF WALL MINIMUM 4 1/2" THICK a CONCRETE WALL OR FLOOR OR UL CLASS— IFIED CONCRETE BLOCKS PIPE PENT I IL 311=11-011 U L# - CAJ 1149 9 U L# - CAJ 8041 1. PENETRATION DETAILS 1 THROUGH 9 ARE FOR CONDUIT, PIPE, DUCT, ETC. PENETRATIONS THROUGH FIRE RATED PARTITIONS AND ARE GENERIC IN NATURE. THE CONTRACTOR IS REQUIRED TO SUBMIT FOR APPROVAL, TO THE ARCHITECT, DETAILS SPECIFIC TO THE SEALANT AND FIRE–PROOFING MATERIAL MANUFACTURER'S TESTED AND APPROVED SYSTEMS INCLUDING SPECIFIC TEST DATA. 2. CLOSURE DETAILS 10 & 11 ARE TYPICAL FOR ALL FULL �–HEIGHT RATED & NON–RATED PARTITIONS (REFER PARTITION TYPES). 3. DETAILS & U.L. DESIGN NUMBERS SHOWN ARE REPRESENTATIVE OF THE MOST TYPICAL CONDITIONS ONLY AND OTHER ASSEMBLIES MAY BE REQUIRED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SELECT, SUBMIT & INSTALL U.L. DESIGNS THAT ARE APPROPRIATE FOR ANY GIVEN CONDITION TO ACHIEVE THE REQUIRED FIRE–RESISTANCE RATING. SEAL PERIMETER WITH FIRE RATED SEALANT INTERIOR PARTITION wL� xo REF. PLANS FOR TYPES mw & LOCATIONS Z Z Oo N z a--n-F-- oP MECH. & ELEC. BOXES a_ of� wz a Wo 0- 16 16 SQ. IN. MAX. SINGLE BOX. AGGREGATE AREA NOT TO EXCEED 100 SQ. IN. PER 100 S.F. WALL - az_air to 1 1/211= 11901 UL# - U425 311 = 1141 8" F.R. GYP. BD. EACH )E (2 LAYERS EACH SIDE 2 HR. PARTITION) ADER TRACK ABOVE & LOW PIPE CUTOUT CK VOIDS TIGHT WITH JERAL WOOL BATTS MULTIPLE PIPES OR CONDUIT RIGIDLY SUPPORTED ;E RESISTANT SEALANT CH SIDE OF WALL EEL WIRE MESH HERE REQUIRED) TAL STUDS U L# - WL8004 UL# - WL1057 ANT EA. SIDE (2 LAYERS @ 2 HR, PARTITIONS) LL CONTROL JOINT 311= 11-099 U L# - WWS0003 TREY LUCAS ARC, :'i'T;. 324 Eastland Drive Decatur, GA 30030 o: 404.378.7431 e: trey@treylucas.com www.treylucas.com r of FLp,, y1k A�*COe ipp��V��U B*dwtr ct .. . 21 F pp 9i A, f7, �( �L�� �•ylii7�N pi is' � �i -� 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: PENETRATION DETAILS Scale: N.T °S' Drawing No. Zof: Issue Date 7.18.17 DESIGN CRITERIA D -I CODES: - FLORIDA BUILDING COPE 5TH EDITION (2014) RESIDENTIAL A5CE 1-10 "MINIMUM DE51GN LOADS FOR 5UILDING5 AND OTHER STRUCTURES" D-2 DESIGN DEAD LOADS: ROOF 20 PSF CONCRETE 150 PGF DESIGN LIVE LOADS: ROOF 20 PSF D-3 DESIGN WIND SPEED: Vult = 140 MPH (3 SECOND GUST) PER FIGURE 1609A Va5d = 108 MPH PER SECTION 1609.3.1 RISK CATEGORY II ( PER TABLE 1604.5) SURFACE ROUGHNESS: B PER SECTION 1609.4 WIND EXPOSURE CATEGORY: B PER SECTION 1609:4 MEAN ROOF HEIGHT: 20.00 FT ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT GCPI = +/- 0.10 ASSUMPTIONS: A. F3UILDING 15 ASSUMED TO BE ENCLO5ED A9 DEFINED BY SECTION 1609.2 R3C B. THE BUILDING SATISFIES THE REQUIREMENTS OF SECTION 1609.6 "ALTERNATE ALL -HEIGHTS METHOD" AND ALL STRUCTURAL MEMBERS, CLADDING, FASTENERS, AND SYSTEMS PROVIDING THE STRUCTURAL INTEGRITY OF THE BUILDING HAVE BEEN DESIGNED FOR LOADS FROM TA5LE5 LISTED IN ASCE 1-10 CHAPTER 21 - DIRECTIONAL PROCEDURE OF ASCE 1. G. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS, I.E. DOORS, WINDOWS, JAM55, ROOFING, ETC, SHALL BE DESIGNED AND FASTENED TO RESIST DE51GN WIND PRESSURES FOR COMPONENTS AND CLADDING, AS SHOWN ON PLAN. D. ALL PRE -MANUFACTURED MAIN WIND FORCE RESISTING COMPONENTS, I.E. TRUSSES 5HALL BE DE5IGNED TO RESIST MAIN WIND FORCE RESISTING DESIGN FORCES, AS SPECIFIED ON PLAN AND SHALL BE IN AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS E. ALL GLAZING IS HAVE EITHER IMPACT RESISTANT GLAZING OR BE PROTECTED WITH AN IMPACT RESISTANT COVERING. L GLAZED OPENINGS LOCATED WITHIN 30 FT OF GRADE SHALL. MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. 2. GLAZED OPENINGS LOCATED MORE THAN 30 FT ABOVE GRADE SHALL MEET THE REQUIREMENTS OF THE SMALL IMPACT TEST ASTM E 1996. 4. OPENINGS IN SUHROOMS, BALCONIES OR ENCL05ED PORCHES CONSTRUCTED UNDER EXISTING ROOFS OR DECKS ARE NOT REQUIRED TO BE PROTECTED PROVIDED THE SPACES ARE SEPARATED FROM THE BUILDING INTERIOR BY A WALL AND ALL OPENINGS IN THE SEPARATING WALL ARE PROTECTED IN ACCORDANCE WITH SECTION 1609.1.2 ABOVE. SUCH SPACES SHALL BE PERMITTED TO BE DESIGNED AS EITHER PARTIALLY ENCLOSED OR ENCLOSED STRUCTURES F. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF COMPONENTS AND CLADDING FOR HURRICANE PRONE REGIONS. D-4 SEISMIC: ZONE 0 P-5 ASSUMED ALLOWABLE BEARING CAPACITY OF 2000 PSF, IF 51TE CONDITIONS DO NOT ALLOW FOR ASSUMED ALLOWABLE BEARING CAPACITY CONTACT ENGINEER, GENERAL NOTES G -I REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. G-2 THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTOR'S RESPON51151LITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. G-3 IT 15 THE CONTRACTOR'S RE5PON515ILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION, G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. G-5 COORDINATE 5TRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL, ELECTRICAL, PLUMBING, DUCTWORK, ETC.) . G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR 51TUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. G-1 THE INTENTION OF THE PLANS AND SPECIFICATIONS 15 TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION 15 MISSING OR 15 IN CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER G-0 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERROR5 OR DISCREPANCIES RESULTING FROM THE REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR 5U5CONTRACTOR5 FROM THEIR RE51-ON515ILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND N5TAL1- A COMPLETE STRUCTURE. 6-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENE55 AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL 5HEET5 PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENG WEER FOR REVIEW. NON-COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL. STRUCTURAL STEEL 5-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC "MANUAL OF STEEL CONSTRUCTION," NINTH EDITION AND THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION, 5-2 MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT A5 NOTED: STRUCTURAL STEEL: GRADFE A512 (Fy = 50 kel) ANGLES AND PLATES: ASTM A36 (Fy = 36 "1) ANCHOR BOLTS AND MACHINE BOLTS: ASTM A301 OR A36. STRUCTURAL STEEL TUBINGt A5TM ASEO, GRADE B, TYPE E OR 5 HEADED STUD ANCHORS A5TM A105 GRADE 5 1010 THRU 1020 5-3 UNLE55 NOTED OTHERWISE, ALL BOLTS SHALL BE 5/0" DIAMETER A-325 AND SHALL BE BEARING TYPE CONNECTIONS. 5-4 ALL SHOP AND FIELP WELDING SHALL BE DONE BY CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AWS DIJ "STRUCTURAL WELDING CODE," LATEST EDITION. 5-5 USE E70XX ELECTRODES FOR ALL WELDING UNLESS NOTED OTHERWISE. GRIND SMOOTH ALL EXPOSED WELDS, 5-6 DO NOT WELD TO ENBEDS UNTIL CONCRETE HA5 CURED AT LEAST 12 HOURS. USE APPROPRIATE WELDING PROCESSES TO LIMIT HEAT BUILDUP IN EMBED TO AVOID PLATE EXPANSION AND CRACKING OF CONCRETE. 5-1 HEADED STUD ANCHORS SHALL BE A301 AS MANUFACTURED BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO AWS DI.1 "STRUCTURAL WELDING CODE. 5-a SURFACE PREPARATION AND SHOP PAINTING OF ALL STRUCTURAL STEEL MEMBERS 5HALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "CODE OF. STANDARD PRACTICE "OF AISC. 5-9 SHOP PAINT -METAL ALKYD -OIL PRIMER, ANY OF THE FOLLOWING. SEE ARCHITECT FOR PREFERRED COLOR. MANUFACTURER DESIGNATION PORTER NO. 296 NOE3ILE NO. 13F&12 TINEMIC NO. 1009 AMERON NO. 5102 AMERCOAT. 5-I0 SHOP PAINT ALL STEEL EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE, FIELD WELDED, OR COVERED WITH SPRAY -ON FIRE PROOFING. APPLY PAINT IN ACCORDANCE WITH 66f -C -1 -Al, SHOP FIELD AND MAINTENANCE PAINTING, APPLY PAINT IN SUFFICIENT VOLUME OR COATS TO PROVIDE A MINIMUM PRY FILM THICKNESS OF AT LEAST 3 MILS BUT NOT MORE THAN 5 MILS. $-II GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON-5HRINK TYPE WITH A COMPRE551VE STRENGTH OF AT LEAST 6EEO PSI IN I DAY5. V15ROPRUF 011, BY LAMBERT CORPORATION, OR ACCEPTED 5U13STITUTE. DOOR DESIGN PRESSURES C+) 33.1, (-) 36.1 PSF ULTIMATE PE51GN PRESSURE (+) 20,2, (-) 22,0 PSF ALLOWABLE DESIGN PRE55URE PROPOSI_D PERSONAL DOOR SEE ARCH, DWG'5. J' EXISTING MA50NRY --�-`- /-WALL � NEW FILLED CELLS fi PER DETAIL D/51 S% REAR DOOR PLAN STEEL ANGLE HEADER -SEE DETAIL SCALE: 1/4"= 1'-❑" DETAIL B/51 STEP 3-5AWCUT 4 METHODICALLY REMOVE MASONRY WALL OPENING DETAIL UNCOVER EXISITNG HEADER 4 CONTACT j ENGINEER ,j \— 4"x3" TAP CONS AT 8" O.C. PRE -ENGINEER STOREFRONT GLAZING SYSTEM DESIGNED FOR INDICATED DESIGN . PRESSURE 3" TAP CONS AT STOREFRONT IN STALLATI O N SCALE 1/2'=1'-0" NOTEI A55UNED LIGHT GAUGE WALL. CONTRACTOR TO UNDERCOVER FOR INSPECTION. DO NOT REMOVE ANY COLUMN OR MASONRY WALL WITHOUT ENGINEER'S REVIEW AND POSSIBLE REVISION TO IDESIGN C REMOVE WALL AND MODIFY STOREFRONT FOR NEW GLAZING TO 5'3 MATCH EXISTING STOREFRONT DESIGN PRESSURES (+) 33,7, (-J 36.7 PSF ULTIMATE DESIGN PRESSURE (+) 20.2, (-) 22.0 PSF ALLOWABLE DESIGN PRE55URE PROPOSED O FRONT STOREFRONT MODIFICATION DRILL AND EPDXY S VERT REINF a 4a" O.C. INTO SOLID CONC. GROUT CELL 50LID-� PI EXISTING a" MASONiRY,- WALL INSTALL DOWEL FROM BELOW AND DRILL AND EPDXY INTO TOP OF EXISTING FOOTING (MIN 5" EN -BED) EXISTING 4" CONC SLAB ON GRADE EXISTING FOOTING u1 < U� (1 Iu � �Q W � <z � -�-_EXISTING all MASO WALL - -SAW CUT FACE5HE EXISTING / FOOTING S CALE: 1/4 ll— 1'-❑" PUMP GROUT FROM TOP 3AWCUT FACESHELL OF MASONRY WALL "✓ VERT REINF ti) 48" O.G. OR AS SHOWN ON THE PLAN EAN OUT TYP. REINFORCEMENT OF EXISTING CELL SCALE 1/2"=1'-0" i U 6) a In Z m m Q 0 ❑ I] o 2 T N Ul � E) U) V a U _Fi- J w � -) V) cy ' 'o " w I Li V)ws� t�ntJLzww�'ou z0 j - rj� mor LJ -z l- LLJIL24 Li ,tea zZU LJ 2o _- (>> w =� �aV>- woc�aGuCL-6- s Ma sczcr=x0r-Li zwno a.wa Li(-)0aZ)ma.0 O lX ❑ z z _j z 0n w .� U] IL l� �® L� n 0 f� m r� UJ STEEL LINTEL FOR EXISTING u U ''2 w �w �v OPENING V)N o � -A � LLO Cl Co W Til � Z o � EXISTING MASONRY = QJ c�U "j SUPPORT ANGLE AND z^ of nU WALL OPENING BOLTS (GALVANIZED) d STEP 1 -BREAK OPEN MASONRY CELLS AND 4"x3ll/2"xg " ANGLE LLV W/ GROUT 50LID 3"'-4" TO 5'-4" "x!�" TITENS � I&" O.C. INSIDE ?:;`?, oUT51DE ` STEEL ANGLE SEE SCHEDULE FOR SIZE 5ET ANGLE IN EPDXY ANP BOLT SPACING, GROUT SEE 5TEP 1-15REAK OPEN SCHEDULE MASONRY GELL5 ANP I � GROUT 50LID MIN STEEL N+' 0.. ANGLE SEE ll a- - SCHEDULE FOR SIZE - AND BOLT SPACING STEP 2 5AWCUT EXISTING NEW OPENING EXISTING MASONRY BLOCK AND INSTALL WALL ANGLE PRIOR TO REMOVAL OF BLOCK FOR THE NEW GROUT AND REINFORCE OPENING ADJACENT CELL -s PER DETAIL B/51 STEP 3-5AWCUT 4 METHODICALLY REMOVE MASONRY WALL OPENING DETAIL UNCOVER EXISITNG HEADER 4 CONTACT j ENGINEER ,j \— 4"x3" TAP CONS AT 8" O.C. PRE -ENGINEER STOREFRONT GLAZING SYSTEM DESIGNED FOR INDICATED DESIGN . PRESSURE 3" TAP CONS AT STOREFRONT IN STALLATI O N SCALE 1/2'=1'-0" NOTEI A55UNED LIGHT GAUGE WALL. CONTRACTOR TO UNDERCOVER FOR INSPECTION. DO NOT REMOVE ANY COLUMN OR MASONRY WALL WITHOUT ENGINEER'S REVIEW AND POSSIBLE REVISION TO IDESIGN C REMOVE WALL AND MODIFY STOREFRONT FOR NEW GLAZING TO 5'3 MATCH EXISTING STOREFRONT DESIGN PRESSURES (+) 33,7, (-J 36.7 PSF ULTIMATE DESIGN PRESSURE (+) 20.2, (-) 22.0 PSF ALLOWABLE DESIGN PRE55URE PROPOSED O FRONT STOREFRONT MODIFICATION DRILL AND EPDXY S VERT REINF a 4a" O.C. INTO SOLID CONC. GROUT CELL 50LID-� PI EXISTING a" MASONiRY,- WALL INSTALL DOWEL FROM BELOW AND DRILL AND EPDXY INTO TOP OF EXISTING FOOTING (MIN 5" EN -BED) EXISTING 4" CONC SLAB ON GRADE EXISTING FOOTING u1 < U� (1 Iu � �Q W � <z � -�-_EXISTING all MASO WALL - -SAW CUT FACE5HE EXISTING / FOOTING S CALE: 1/4 ll— 1'-❑" PUMP GROUT FROM TOP 3AWCUT FACESHELL OF MASONRY WALL "✓ VERT REINF ti) 48" O.G. OR AS SHOWN ON THE PLAN EAN OUT TYP. REINFORCEMENT OF EXISTING CELL SCALE 1/2"=1'-0" i U 6) a In Z m m Q 0 ❑ I] o 2 T N Ul � E) U) V a U _Fi- J w � -) V) cy ' 'o " w I Li V)ws� t�ntJLzww�'ou z0 j - rj� mor LJ -z l- LLJIL24 Li ,tea zZU LJ 2o _- (>> w =� �aV>- woc�aGuCL-6- s Ma sczcr=x0r-Li zwno a.wa Li(-)0aZ)ma.0 O lX ❑ z z _j z 0n w .� U] IL l� �® L� n 0 f� m r� UJ eu - 1111-400, AAWF 33 I A. K ,, ah F . N ® of JULY 20 ORK III ; I SHEET CIF 1 E o 0 u U ''2 w �w �v �1 V)N o � -A � LLO Cl Co W Til � Z o � D - 0 q 0 0 = QJ c�U "j z^ of nU 0 00 m d eu - 1111-400, AAWF 33 I A. K ,, ah F . N ® of JULY 20 ORK III ; I SHEET CIF 1 EXISTING METAL DECK NEST 3 5/8" x 18 GAUGE STUDS BETWEEN JOIST TOP CHORDS WITH 3 #6-20 x 3/4" SELF DRILLING SCREWS TO UNDERSIDE OF DECK. SECURE 3 5/8" x 22 GAUGE METAL STUD BRACE AT 48" O.C. WITH #10 SCREWS AT EACH END. . LFLOOR TEEL ROOF OR CK ABOVE. _4( // / v METAL FRAMING AT HEAD TO ALLOW 1/2" DEFLECTION USING SHORT CUT STUDS, DOUBLE TOP TRACKS OR PROPRIETARY DEFLECTION TRACK. FASTEN GYPSUM BOARD TO STUDS ONLY. DO NOT FASTEN TO TOP TRACK. TYPICAL ATTACHMENT I 2 PARTITION HEAD TAI L i A.1 FIRE: MARSHAL NOTES: � 1 1/2" ^ 11'-0" 1. SUBMIT DRAWINGS 1,0,17.M. 2. (FIRE ALARM CONTRACTOR) SHALL OBTAIN A FIRE ALARM SYS"TEM PERMIT FROM THE CITY/COUNTY FIRE MARSHAL'S OFFICE PRIOR TO INSTALLATION. ANY FIRE ALARM PLANS INCLUDED IN THIS SET OF PLANS ARE FOR REFERENCE ONLY. NOT FOR PERMIT. 3. (FIRE SPRINKLER CONTRACTOR) SHALL OBTAIN A FIRE SPRINKLER SYSTEM PERMIT FROM CITY/COUNTY FIRE MARSHAL'S OFFICE PRIOR TO INSTALLATION. ANY FIRE SPRINKLER PLAN INCLUDED IN THIS SET OF PLANS ARE FOR REFERENCE ONLY AND NOT FOR PERMIT. 4. (DOORS/HARDWARE) HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER -OPERATED MECHANISMS, PUSH -TYPE MECHANISMS, AND U -SHAPED HANDLES ARE ACCEPTABLE DESIGNS. RULE 120-3-20-24 (9) SHALL BE PROVIDED. FLORIDA ACCESSIBILITY CODE, 5. (EMERGENCY LIGHTING) COMPLYING WITH NEPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.9, 2012 EDITION, SHALL BE INSTALLED IN EACH IRESTROOM. ADDITIONAL EMERGENCY LIGHTING MAY BE REQUIRED UPON FIELD INSPECTION. 6. (FIRE ALARM SYSTE ). TO BE PROVIDED IN ACCORDANCE WITH NEPA 72, 2012 EDITION. 7. (AUDIBLE/VISUAL) SIGNAL APPLIANCES COMPLYING WITH THE REQUIREMENTS OF RULE 120-3-20-.39 FLORIDA ACCESSIBILITY COD AND NFPA 72, 2012 EDITION SHALL BE PROVIDED. STUD BRACING TO STRUCTURE ABOVE AT 4'-0" OC PROVIDE (ALTERNATING) BRACES IN BOTH DIRECTIONS GYPSUM BOARD ONLY WHERE SCHEDULED, ALTERNATE ATTACHMENT WHERE FULL HEIGHT GYPSUM BOARD NOT INDICATED PARTITION TYPES � E%ISTINO STRUCT. ABOVE�\ / �EpSTING $ CONTINUOUS 5* TRACK MOUNTED TO ROOF SIRUCTVRE 20 3/4' 3 5/e' Ml 48' O.C. M W/ JG -. x SELF TAPPING SCREWS AT 12" O.C. BRACING U REF. 3A/A.1 JAMB REF. 3B/A1 \ HRDWR -CLO. MATERIAL -REFER CLG. MATERIAL -REFER RM. FINISH SCHED. & REFLECTED - FINISH SCHED.& REFLECTE CLC. FOR .LOCATION. TYPE & HEIGHT CLC. FOR LOCATION. TYPE AS U,S.G. WITH A NER-211, 9/94 RATING, SOUND BATT. INSUL 9 S THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE, NFPA 101 LIFE CODE, SCHAF HALL NOT BE B7.2.1�.5 �, WHERE. SPECIFIED -REF. CONSTRUCTION N OTE S ROOM FIN. SCHED. 8" MET. STUDS 0 10" O.C. 3 67 MET. STUDS 10. (FIRE EXTINGUISHERS) IN ASSEMBLY OCCUPANCIES SHALL BE LOCATED PER THE REQUIREMENTS OF NFPA 10. THE SIZE W 16 O.C.-25 GA. 5/11' F.R. GYP. 5/8" F.R. GYP. !' BD. EA. SIDE BO. EA SIDE FINISHED FLOOR TO THE TOP OF THE HANDLE, (1) ONE FIRE EXTINGUISHER 1S REQUIRED FOR EACH TENANT SPACE. 7/8" A-© SOUND HArT INSULATION P-2 CONTINUOUS 3 3/8" TRACI DN -32 6 CONTINUOUS 8" TRACK ATTACH W/ Hmi BASE AS SCHEDULED BASE AS SCHEDULED F.F. F.F. 8. (FIRE SPRINKLER SYSTEM) TO BE PROVIDED IN ACCORDANCE WITH THE DEKALB COUNTY FIRE PROTECTION AND LIFE SAFETY ORDINANCE AND NFPA : 13_. THE SPRINKLER SYSTEMS SHALL BE OFF SITE MARK LOCATION SUCHo U465UA55U.SCB.OMTR r ATED�ME1 [rSUCH MONITORED OR AT A CONSTANTLY JAMB HEAD HRDWR TTo USE�ICBo�RATED METAL MOS. REMARKS LOCATION BY TRAINEp.PERSONNEL. WIDTH HEIGHT AS U,S.G. WITH A NER-211, 9/94 RATING, MATERIAL 9 S THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE, NFPA 101 LIFE CODE, SCHAF HALL NOT BE B7.2.1�.5 �, MATERIAL CONSTRUCTION N OTE S SAFI TER 7, SEC.2012 EDITION 1 DOOR CLOSER - SARGENT EN350 PS X SN 10. (FIRE EXTINGUISHERS) IN ASSEMBLY OCCUPANCIES SHALL BE LOCATED PER THE REQUIREMENTS OF NFPA 10. THE SIZE 1. CHANGE HVAC UNIT FILTERS AT COMPLETION OF CONSTRUCTION. SHALL BE A MINIMUM OF -2_A -10 -BC, -2 -ARE REQUIRED AND SHALL BE INSTALLED AT A MAXIMUM OF 48" ABOVE THE 2. ALL ROOF WORK MUST BE COORDINATED WITH LANDLORD AND PERFORMED BY (LL) ROI FINISHED FLOOR TO THE TOP OF THE HANDLE, (1) ONE FIRE EXTINGUISHER 1S REQUIRED FOR EACH TENANT SPACE. P-2 WARRANTY ISN'T_ VOIDED. P-2 3. ES LL COVER11. PROVIDE (SUITE DESIGNATION) ON ALL EXTERIOR DOORS; MINIMUM SIZE OF 4". 4. TYPICAL WALLS TO BE PA NSHALLBTED WITH EGGSHELL FINISH UNLESS OTHERWISE NOTED (U.0 12. THE (STREET NUMBER/BUILDING NUMBER) MUST BE VISIBLE FROM THE STREET THAT PROVIDES DRIVEWAY ACCESS TO THE 5. REFER TO FINISHES AND MILLWORK PLANS FOR ADDITIONAL SPECIFICATIONS. PROPERTY AND PLACED ON A CONTRASTING BACKGROUND THAT PROVIDES 24 HOUR VISIBILITY. THE STREET NUMBER MUST 6. G.C. TO PREP FLOOR AND WALLS AS REQUIRED TO RECEIVE NEW FINISH. ALSO MEET ONE OF THE FOLLOWING SIZE REQUIREMENTS: (1) IF THE STREET NUMBER IS PLACED WITHIN 15 FEET OR LESS OF 7. CONTRACTOR TO PROVIDE DOORS, FRAMES, STOPS, MUTES, AND BUTTS THROUGHOUT I THE CURB OR EDGE,OF PAVEMENT OF THE STREET, THE STREET NUMBER SHALL BE POSTED IN FIGURES AT LEAST 4 INCHES IN HEIGHT. (2) IF THE STREET NUMBER IS PLACED MORE THAN 15 FROM THE CURB OR EDGE OF PAVEMENT OF THE STREET, THE 8. 9. ALL MATERIALS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. FINAL PROFESSIONAL CLEANUP BY G.C. STREET NUMBER SHALL BE POSTED IN FIGURES AT LEAST 6 INCHES IN HEIGHT. SIM. 2 2 INTERNATIONAL FIRE CODE, CHAPTER 5, SECTION 505.1, 2012 EDITION. 10. ALL ANGLED WALLS ARE @ 45, 90 OR 135 DEGREES U.O.N. 11. ALL PAINT ON A GYPSUM BOARD SURFACES SHALL BE 3 COATS 13.(DOORS) GENERAL SHALL MEET THE REQUIREMENTS OF THE NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.2.1, 2012 1 3/4" (+/-) 1 PRIME & 2 FINISH, EXCEPT MECH. ONLY NEEDS 2. EDITION. 12. NO EXPOSED P.V.C. PIPING OR EXPOSED COPPER PIPING.(NO EXCEPTIONS) 14.TENANT DEMISING WALLS OR (FIRE BARRIERS) ARE TO BE _1- HOUR FIRE RATED CONSTRUCTION THAT EXTENDS FROM THE 13. REFER TO MECHANICAL, ELECTRICAL & PLUMBING SHEETS FOR MEP DESIGN & SPECIFIC FLOOR TO THE UNDERSIDE OF THE ROOF OR FIRE RATED FLOOR DECK WITH ALL OPENINGS SEALED TIGHT PER NFPA 101 LIFE 14. NO SEALERS OR FINISHES TO BE APPLIED UNTIL FLOORS ARE SWEPT AND MOPPED CLE SAFETY CODE, CHAPTER 8, SECTION 8.2.3.1.1, 2012 EDITION. 15. ALL PARTITIONS ARE TYPE "A" UNLESS OTHERWISE NOTED (U.O.N.). 3. MATCH EXISTING 16. G.C. TO FIELD VERIFY & COORDINATE DIMENSIONS, NOTIFY ARCHITECT OF ANY DISCREP 15. IDENTIFICATION OF (FIRE BARRIERS) SHALL BE BY SIGNS OR STENCILING PERMANENTLY INSTALLED ON ALL RATED BARRIERS OR 17. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMEN WALLS, ABOVE ANYIDECORATIVE CEILING AND/OR IN CONCEALED SPACES. THE LETTERING SHALL BEL" IN HEIGHT AND "_1 18. REFER TO ELEVATIONS AND SECTIONS FOR ADDITIONAL INFORMATION AND REQUIREMEN SPACED EVERY 12 FT. THE FOLLOWING WORDING IS RECOMMENDED -HOUR FIRE AND SMOKE BARRIER PROTECT ALL 19. MAX. 1/2" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING MATERIAL. OPENINGS", PER NFPA 101 LIFE SAFETY CODE, CHAPTER 8, SECTION 8.2.2.2, 2012 EDITION. THAN 1/4" REQUIRE A MAX. OF 45" BEVEL. 20. DIMENSIONS ARE TO THE FINISHED FACE, FACE OF MASONRY OR COLUMN LINE CENTER, 21. TYPICAL DOOR JAMBS ARE LOCATED 2" OFF ADJACENT WALL U.O.N. 22, G.C. TO FURNISH WALL -MOUNTED FIRE EXTINGUISHER (F.E.) (2A-10BC). ALL F.E. MUST HAVE CURRENT INSPECTION TAGS= ATTACHED. 23. COVE BASE TO BE USED IN ALL AREAS, USE ROLL GOODS ONLY, NO SEAMS SHALL OCCUR WITHIN 6" OF OUTSIDE CORNER. 24. BEFORE PROCEEDING WITH PROCUREMENT, THE RESPECTIVE INSTALLER SHALL FIELD VE ASSURE THAT SUFFICIENT QUANTITIES OF MATERIAL ARE ORDERED TO COMPLETE THE 25. INFORMATION CONTAINED IN THESE DOCUMENTS ARE BASED ON FIELD MEASUREMENTS ADJUSTMENTS &/OR MODIFICATIONS TO CONFORM TO EXISTING CONDITIONS. THE OWNE ADJUSTMENTS IN ACCORDANCE WITH DESIGN INTENT. IN NO CASE SHALL SAID ADJUSTN CONSTRUCTIONS OR REDUCE THE PROJECTS CONFORMANCE TO STATE AND LOCAL COD GENERAL_ NOTEI 26. ALL TELEPHONE AND COMMUNICATIONS WIRING, WHETHER IN THIS CONTRACT OR UNDEF ALL DOORS W/ THRESHOLDS SHALL BE ADA d.OMPLIANT W/ ADA THRESHOLDS NO MORE THAN 1 2" / MUST BE AIR PLENUM APPROVED OR IN CONDUIT. . „I MAX. 1/2 OFFSET AT ALL THRESHOLDS AND ANY CHANGE OF FLOORING MAT-RIAL. OFFSETS GREATER 27. DO NOT SCALE DRAWINGS, IF DRAWINGS ARE IN QUESTIONS, OBTAIN CLARIFICATION FRC AT THAN 1/4�, REQUIRE A MAX. OF 45�� BEVEL. PRIOR TO CONTINUING CONSTRUCTION. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT, 2012 NFPA, CH. 7, SEC. 7.2.1.5.1. 28. WORK SHALL COMPLY WITH THE A.D.A. REQUIREMENTS. CONSULT ARCHITECT KEYING BY OWNER IF MOUNTING HEIGHTS AND CLEARANCES ARE IN DOUBT. ALL EXTERIOR DOOR LANDINGS GRADES SHALL: HAVE A SMOOTH TRANSITION TO ADJACENT PAVED SURFACE. 29. MISCELLANEOUS HVAC AND PLUMBING WORK NOT SPECIFICALLY NOTED ON THE DRAWIN PROVIDE 18" CLEAR ON PULL SIDE AND 12" ON PUSH SIDE AT STRIKE SIDE OF ALL DOORS. WITH THE APPLICABLE FEDERAL, STATE AND LOCAL CODES. NO THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED ON ANY DOORS UNLESS OPERATED BY A SINGLE ACTION W/ A LEVER. 30. ANY MATERIALS OR EQUIPMENT SUBSTITUTIONS WITHOUT PRIOR APPROVAL WILL RESUL THE FLOUR SHALL BE LEVEL ON BOTH SIDES OF DOOR. ELEVATION SHALL BE MAINTAINED FOR A DISTANCE AT LEAST EQUAL TO WIDTH OF WIDEST WITH CORRECT MATERIALS OR EQUIPMENT AS SPECIFIED AT THE SOLE COST TO GENERF LEAF OF DOOR. 2012 NFPA 101 LIFE SAFETY CODE, CHAPER 7, SECTION 7.2.1.3, 2012 EDITION. 31. DIMENSIONS MARKED "CLEAR" INDICATE A MINIMUM CLEARANCE THAT MUST BE MAINTA ALL DOORS MUST MEET GENERAL REQUIREMENTS OF 2012 NFPA 101 LIFE SAFETY CODE, CHAPER 7, SECTION 7.2.1 MUST BE REPORTED TO TREY LUCAS ARCHITECTURE & CONSTRUCTION, LLC BEFORE CO DOOR HE MARK LOCATION SIZE DOOR FRAME THRESHOLD JAMB HEAD HRDWR TYPE REMARKS 1 SET WEATHERSTRIP AND BOTTOM SWEEP , H.C. ALUM. THRESHOLD WIDTH HEIGHT THICK. MATERIAL FINISH MATERIAL FINISH EXT. SINGLE 1 DOOR CLOSER - SARGENT EN350 PS X SN 1 FLOOR STOP 1 SET WEATHERSTRIP AND BOTTOM SWEEP , ALUM. THRESHOLD 3' 0" '' 4 7'-0" 1 3/4" ALUM. P-2 ALUM. P-2 0INEW ENTRY/EXIT 1 SIM. 2 2 1 A 1 2 3 Q NEW ENTRY/EXIT 9 3'-b" 7'-0" 1 3/4" HOLLOW METAL P-2 H.M. P-2 1 SIM. 2 2 3 A 1 2 3 4 NEW BATHROOM S-0" 7'-0" 1 3/4" SOLID CORE WD P-2 H.M. P-2 - - - 2 A REMARKS: 1. PROVIDE SELF CLOSING CLOSER 2. PROVIDE KICK PLATE ON PUSH ; SIDE OF ALL DOORS. 3. MATCH EXISTING 4. INSULATED DOOR TYPE TYP f r' /� T�/P C' [3" INTERIOR SIGNAGE ALUM/GLASS /�1 HOLLOW LMFTAL "- MATCHH EXISTING MATCH EXISTING GENERAL NOTES * CONTRACTOR IS RESPONSIBLE FOR ALL FI THAT *THE NEW FLOOR FINISHES ARE LEVE PROFESSIONAL WORKMANSHIP MANNER. FLOORING MANUFACTURER ABOUT LAYINC * ANY MATERIALS OR EQUIPMENT SUBSTITU PROJECT MANAGER WILL RESULT IN REPL, OR EQUIPMENT AS SPECIFIED AT THE SOL * ANY ADDITIONAL WORK AND/OR MATERIA BUILDING CODES AND REGULATIONS. THI`. TO, FIRE PROTECTION AND LIFE SAFETY E INSTALLED IN THE BUILDING AS A RESULT TYPE, CURRENT LIFE SAFETY CODES OR L ALL WORK SHALL BE INSTALLED A SOLE C HARDWARE SCHEDULE SET NO. DESCRIPTION 1 SET PIVOT HINGES BY STOREFRONT MANUF. 1 LOCK TUMBLER CORE BY OWNER 1 1 SET STANDARD PUSH, PULL HARDWARE ALUM 1 DOOR CLOSER BY STOREFRONT MANUF. 1 SET WEATHERSTRIP AND BOTTOM SWEEP , H.C. ALUM. THRESHOLD DOOR FITTED WITH ADAMS -RITE DEAD BOLT WITH TEMPORARY CYLINDER 1 SET OF CONT. STAINLESS STEEL PIANO HINGE (304 stainless) 1 MORTISE LOCKSET 3 1 KICKPLATE - IVES .037, 8X42 US32D EXT. SINGLE 1 DOOR CLOSER - SARGENT EN350 PS X SN 1 FLOOR STOP 1 SET WEATHERSTRIP AND BOTTOM SWEEP , ALUM. THRESHOLD 1 MARKAR ARCH. PRODUCTS, 8 1921 REINFORCING PIVOT V17 -Mir T/[-NUVIUL HANUIUAN-LU UNI:itX 51UNAUE HARDWARE NOTES: EACH DOOR 3 HINGES CB1960 4-1/2 X 4-1/2 NRP-US32D EACH DOOR 3 MUTES EXTERIOR THRESHOLD, NATIONAL GUARD 894VV ALUMINUM OR EQUAL. WEATHERSTRIPPING, NATIONAL GUARD 160 NGP PRIVACY SET-SARGENT 7U65/ LL LEVER / US26D OR EQUAL. LOCKSET-SARGENT 7005/ LL LEVER / US26D OR EQUAL. FLOOR STOP 438B26D CLOSER AT EXTERIOR DOOR TO BE SARGENT 1400 SERIES 8243/LNL LEVER US32D OR EQUAL. L Aft CHIT`E CTURE 324 Eastland Drive Decatur, GA 30030 o: 404.378.7431 e: trey@)treylucas.com www. treylucas.corn 0 Reeder Shawnee, KS 66203 (913)262--177,' CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 NOTES: 1. SAFETY GLAZING TO! BE EXISTING 1 -HOUR PARTITION PROVIDED WHERE REQUIRED BY IBC SECTION 2406. GLAZING SCHEDOLE N0. DESCRIPTI1ON GL1 1" TEMPERED NUMBER OF OCCUPANTS Seal: oroil -cs (� � f r s ° Me r , , � AWW 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: FLUUK FLAN Scale: 1/4" = 1"-0" Drawing No. of: Issue Date 7.18.17 CMU FLASI BRAKE MET/ WRAP COLU BUILDING Pf SEAL INSUI SEE 2 5/8" 2 1/2" 2 5/8" 4 ■ ■ HEADER; SEE STRUCT. SLOF DWGS.- INSULATE SEE SCH Fs' I-RII" PENDANT LIGHT FIXTURE WEATHER 7'-4" A.F.F. (TYP.) HEAD HEIGHT: 1/4" AD) WALL SCONCE THRESHC SEALANT SHIM EXHAUST FAN–LXI-IAUSTED 10 OUTSIDE (L) CONC. S H.M. DOOR FRAME RETURN GRILLE W/ 4" HEAD CEILING NOTES: 1. ALL RECEPTACLES SHALL BE GROUNDED AS REQUIRED BY ARTICLE 250-1 2. ALL CEILING WORK IS TO BE COORDINATED BETWEEN ARCHITECTURAL ANDMECH. DRAWINGS. ALL DISCREPANCIES AND CONFLICTS ARE TO BE REPORTED TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. 3. EXISTING STROBES & FIRE ALARMS TO REMAIN, REWORK AS NECESSARY. 4. ALL CABLES RUN OUTSIDE OF CONDUIT SHALL BE PLENUM RATED. 5. ALL CEILINGS, LIGHTS AND DIFFUSERS ARE EXISTING. 6. WHITE LIGHT SWITCHES & OUTLETS AS REQUIRED. SEE LIGHTING SWITCHING LEGEND. 7. EXIT SIGNS COMPLYING WITH 101: 5-10 SHALL DEFINE EXITS AND ACCESS �O EXITS WHERE THE EXIT IS NOT IMMEDIATELY APPARENT. 'l R /A" 9 1 /9" 9 F AR" r__z-�� H.M.SILL 1 sri-0- )NCRETE SLAB =F. STRUCTURE El 2 3" = 1'-011 REFI GLAZING ELE�/ATIONS FORT TYPES ALUMINUM FRAME SCALE: 1/4" = 1'-0" RE: ROOM RM FIN. SCHED. ALUM. TUBE FRAME (BEYOND) ALUMINUM DOOR FRAME (RE: DOOR SCHEDULE) ALUM. THRESHOLD — SET IN MASTIC (A.D.A. ACCESSABLE) ADJ. BLADE SWEEP ,L 14-YI - EXPANSION ANCHORS GONG. FLOOR 4 '• 1/2" EXP. JT. MATERIAL CONT. STOREFR'1004"NT SILL DETAIL r �a Seal: Afr DNDAY y,�aa. sof• � Co it w U' d d� 1 91921 j 0 Ito o y'��51 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: II 'r Scale: 1/4" = 1'-0" Drawing No. AL 10-4 ■ of: Issue Date 7.18.17 CEILING & EEEC-FRICAL LEGEND Fs' I-RII" PENDANT LIGHT FIXTURE EMERGENCY EGRESS LIGHT WALL SCONCE CAN DOWN LIGHT EXHAUST FAN–LXI-IAUSTED 10 OUTSIDE (L) RETURN GRILLE `UPPLY GRILLE I I I LUORESCENT FIXTURE (R–RELOCATED/N=NEW) EXIT SIGN (EX) EXI`_;TING LAY–IN CEILING GYPSUM BOARD CEILING CEILING MOUNTED FAN WITH LIGHT I " GENERAL NOTES: 1. CEILING NOTES: 1. ALL RECEPTACLES SHALL BE GROUNDED AS REQUIRED BY ARTICLE 250-1 2. ALL CEILING WORK IS TO BE COORDINATED BETWEEN ARCHITECTURAL ANDMECH. DRAWINGS. ALL DISCREPANCIES AND CONFLICTS ARE TO BE REPORTED TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. 3. EXISTING STROBES & FIRE ALARMS TO REMAIN, REWORK AS NECESSARY. 4. ALL CABLES RUN OUTSIDE OF CONDUIT SHALL BE PLENUM RATED. 5. ALL CEILINGS, LIGHTS AND DIFFUSERS ARE EXISTING. 6. WHITE LIGHT SWITCHES & OUTLETS AS REQUIRED. SEE LIGHTING SWITCHING LEGEND. 7. EXIT SIGNS COMPLYING WITH 101: 5-10 SHALL DEFINE EXITS AND ACCESS �O EXITS WHERE THE EXIT IS NOT IMMEDIATELY APPARENT. 'l R /A" 9 1 /9" 9 F AR" r__z-�� H.M.SILL 1 sri-0- )NCRETE SLAB =F. STRUCTURE El 2 3" = 1'-011 REFI GLAZING ELE�/ATIONS FORT TYPES ALUMINUM FRAME SCALE: 1/4" = 1'-0" RE: ROOM RM FIN. SCHED. ALUM. TUBE FRAME (BEYOND) ALUMINUM DOOR FRAME (RE: DOOR SCHEDULE) ALUM. THRESHOLD — SET IN MASTIC (A.D.A. ACCESSABLE) ADJ. BLADE SWEEP ,L 14-YI - EXPANSION ANCHORS GONG. FLOOR 4 '• 1/2" EXP. JT. MATERIAL CONT. STOREFR'1004"NT SILL DETAIL r �a Seal: Afr DNDAY y,�aa. sof• � Co it w U' d d� 1 91921 j 0 Ito o y'��51 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: II 'r Scale: 1/4" = 1'-0" Drawing No. AL 10-4 ■ of: Issue Date 7.18.17 ELEGTRIGAL 5PEGIFIG,,!�TI0N5 1. GENERAL PROVISIONS: A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, NECESSARY FOR THE COMPLETE INSTALLATION OF 'THE ELECTRICAL 5Y5TEM5 OUTLINED. B. OBTAIN ALL PERMITS, FEES, LICENSES, INSPECTIONS, AND CERTIFICATES OF COMPLIANCE OR APPROVAL AS REQUIREP BY THE AUTHORITIES. G. ALL WORK 5HALL BE PERFORMED IN ACCORDANCE WITH THE LATEST APFROVE7 EDITION OF THE NATIONAL ELECTRIC CODE (NEG), AND ALL APPLICABLE LAW5, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING .JUR.15PICTION OVER THE SITE. D. ALL TESTING REQUIRED BY AUTHORITIES SHALL BE GON5IDEREP PART OF THIS WORK. E. DURING GON5TRUGTION, ALL FIXTURES, EQUIPMENT, CONDUIT, ETC. SHALL BE COVERED, PLUGGED, OR GAPPED AS REQUIRED TO KEEP GLEAN AND UNDAMAGED. ALL DAMAGED ITEMS SHALL BE RESTORED TO ORIGINAL CONDITION OR REPLACED. ALL PROTECTIVE COVERING SHALL BE REMOVED BEFORE FINAL ACCEPTANCE. F. PROVIDE ALL NECESSARY CUTTING AND PATCHING OF WALLS, FLOORS, CEILINGS, AND ROOFS AS NECESSARY. PATCH AROUND ALL OPENINGS SHALL MATCH ADJACENT AREA. COORDINATE ALL ROOFING WORK WITH OWNER OR RESPONSIBLE PARTY, 50 THAT THE EXISTING ROOFING WARRANTY WILL BE MAINTAINED. G. CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM FINAL AGGEPTANGE. H. CONTRACTOR SHALL PROVIDE AC(' E55 PANELS WHERE NECESSARY FOR CONGEALED ELEGTRIAL COMPONENTS. 2, OPERATION AND MAINTENANCE MANUALS: A. DURING THE COURSE OF CONSTRUCTION, COLLECT ANP COMPILE OPERATING IN5TRUCTION5, WIRING DIAGRAMS, CATALOG GUTS, LUBRICATION AND PREVENTIVE MAINTENANGE INSTRUCTIONS, PARTS LISTS, FTC. FOR ALL EQUIPMENT FURN15HF-P UNDER TH15 CONTRACT. B. ALL LITERATURE AND INSTRUCTIONS SHIPPED WITH THE EQUIPMENT SHALL BE SAVED FOR INCLUSION IN THE OPERATION AND MAINTENANCE MANUALS. G. ALL LITERATURE L15TED ABOVE AND ALL PAPERS LISTING WARRANTIE5, ETC. SHALL BE BOUND IN A 3 -RING BINDER AND LABELED WITH THE PROJECT NAME, ADDRESS, ARCHITECT, ENGINEER, GONTRAGTOR5, ETC. 3. MANUFACTURERS: A. MANUFACTURERS, MODEL NUMBER5, ETC. INDICATED OR 9GHEPULEP ON THE PRAWINGS SHALL BE INTERPRETED AS HAVING ESTABLISHED A STANDARD OF QUALITY AND SHALL NOT BE GON5TRUEP AS LIMITING COMPETITION, ARTICLES, FIXTURES, ETC. OF EQUAL QUALITY BY MANUFACTURERS SHALL BE ACCEPTABLE, SUBJECT TO STRUCTURAL AND ELEGTRIGAL CONSTRAINTS OF THE PROJECT DESIGN, UNLESS NOTED OTHERWISE. 4. TESTING, AND BALANCING: A. ALL CIRCUITS SHALL BE TESTED FOR CONTINUITY, SHORTS, AND GROUNDS BEFORE CONNECTING TO THE PROPER PHASE AS DESIGNED TO BALANCE THE LOADING BETWEEN PHASES. B. POWER AND LIGHTING PANELS WALL BE PROPERLY PHASEP TO DI5TRIBUTE THE LOAD AND 5HALL BE GONNEGTEP AND APJ1)5TEP TO OPERATE AS SPECIFIED. G. ALL MOTORS AND SIMILAR EQUIFMENT SHALL BE CHECKED FOR PROPER PHASE ROTATION AND OPERATION. 5. RACEWAYS: A. CONDUIT INSIDE THE BUILDING SHALL BE METALL IG TUBING (EMT), BEARING THE UL LABEL, WITH COMPRESSION TYPE FITTINGS OR 5GREN SET FITTINGS. B. CONDUIT EXPOSED TO THE WEATHER, INSTALLED UNPERGROUND, IN CONCRETE, OR U5EP FOR SERVICE ENTRANCE SHALL BE 5TANDARD RIG IP CONDUIT (GALVANIZED) WITH THR.EAPEP FITTINGS. G. UNDERGROUND CONDUIT MAY BE POLYVINYL CHLORIDE WITH A PEFLEGTION TEMPERATURE, UNDER LOAD AT 264 PSI, OF 78 DEGREES G, AND A TENSILE STRENGTH OF 5,200 P51. JOINTS SHALL BE FLUSH SOLVENT WELDED IN AGGOR7ANGE WITH THE MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE EQUAL TO GAKLON POWER AND GOMMUNIGATION5 DUCT T'(PE PB (PIREGT BURIAL). CONDUIT AND FITTINGS SHALL BE PRODUCED BY THE SAME MANUFACTURER. D. FLEXIBLE METAL CONDUIT SHALL ONLY BE USED FOR CONNEGTION5 TO MOTORS, TRANSFORMERS, AND LIGHT FIXTURES. MAXIMUM LENGTH SHALL BE 6-01.. 6. CONDUCTORS: A. WIRE5 SHALL BE GONTINUOU5 WITHOUT SPLICES OR TAPS IN CONDUIT RUNS. ALL SPLICES SHALL BE MADE IN .JUNCTION, PULL, OR OUTLET BOXES. ALL WIRE SHALL BE INSTALLED IN GONDUIT, WIREWAYS, OR. OTHER PROTECTIVE COVER SANCTIONED BY CODES. B. GONDUGTOKS FOR LIGHTING AND POWER SHALL BE COPPER, MINIMUM NO. 12 A.W r., 600 VOLT. G. NO. 10 GAUGE AND SMALLER CONDUCTORS 5HALL BE TYPE THWN (WET LOCATIONS) OR THHN (DRY LOCATIONS), SOLID CONDUCTOR, UNLE55 OTHERWISE INDIGATED. D. NO. 8 GAUGE AND LARGER CONOUGTOR5 SHALL BE TYPE THWN (WET LOCATIONS) OR THHN (DRY LOCATIONS), STRANDED, UNLESS OTHERWISE INDIGATED. E. SERVICE ENTRANCE AND PANEL FEEDER CONDUGTOR5, NO. 3 GAUGE AND LARGER SHALL BE TYPE XHHW-2 (WET LOCATIONS) OR THHN (DRY LOCATIONS), STRANDED COPPER, UNLE55 OTHERWISE INDIGATED. 7. MG GABLE: A. MG GABLE 5HALL CONSIST OF INTERLOCK ARMORED GABLE MADE OF THREE OR FOUR TYPE THHN SOLID (#a AWG AND LARGER MAY BE 5TRANDED) COPPER CONPUGTOR5 RATED 90°G FOR PRY LOCATIONS, WITH NYLON OR EQUIVALENT UL 1-15TEP JACKET, PER UL 5TANDARD 83 THE THREE CONDUCTORS SHALL BE TWI5TEP TOGETHER WITH THE COPPER GROUNDING GONDUGTOR, SUITABLE FILLERS, ANP WRAPPED IN BINDER TAPE. THE A55EMBLY SHALL BE ARMORED WITH SPIRALLY WRAPPED INTERLOGKED ARMOR OF ALUMINUM OR GALVANIZED STEEL. B. GABLES SHALL BE TESTED IN ACCORDANCE WITH UL 5TANDARP 1569 FOR TYPE MG GABLE AND RATED AT 600 VOLTS, qO DEG. G FOR PRY LOCATIONS AND 75 DEG. G FOR WET LOCATIONS. 8. WIRING DEVICES: A. WALL 5WITGHE5 SHALL BE SPECIFICATION GRAPE, QUIET TYPE, FLUSH TOGGLE 51,NITGH, RATED FOP. 20 AMPS, WITH THERMOPLASTIC COVER PLATES. 1) SINGLE POLE: HUBBELL ttC,51221-X, OR EQUAL. 2) THREE WAY: HUBBELL #G51223 -X, OR EQUAL. 3) A5 5PEGIFIEP ON PLANS B. RECEPTACLES SHALL BE SPECIFICATION GRAPE, DUPLEX, GROUNDING, THREE -WIRE TYPE, FWFEP FOR 20 AMF5, WITH THERMOPLASTIC COVER PLATES. HUBBELL #GP.5352-X, OR EQUAL. G. GROUND FAULT INTERRUPTER REGEPTAGLE5 (CFI) SHALL BE HUBBELL #01`20 -XL. DEVICE COVER PLATES SHALL BE A5 HEREINBEFORE SPECIFIED. P. ISOLATED GROUND REGEPTAGLE5 (IG) SHALL BE HUBBELL #GK5552I0, ORANGE COLOR. DEVICE COVER PLATES SHALL BE A5 HEREINBEFORE 5PEGIFIEP. E. RECEPTACLES OUTSIDE BUILDING AND WHERE NOTED A5 WEATHERPROOF, SHALL BE 1-15TED 'WEATHER- RE5ISTANT' HUBBEL #6FTR20-X OR EQUAL ANP SHALL BE INSTALLED IN A WEATHERPROOF ENCLOSURE WHICH SHALL BE INTERMATIG #WP1010MXD OR #WP1O10HMX0 DIEGA5T METAL WEATHERPROOF REGEPTAGLE COVER. COVER SHALL BE WEATHER PROOF RATED WHILE IN USE. F. VERIFY DEVICES AND DEVICE GOVERPLATES COLOR WITH ARCHITECT. q. BOXE5: A. HOT DIPPED GALVANIZED STEEL BOXES. PROVIDE TYPE TO SUIT CONDITIONS FOR INSTALLATION. B. ALL BOXES SHALL BE FLUSH MOUNTED, UNLESS INDICATED OTHERWISE. 10. PANELBOARP5: A. FURNISH AND INSTALL CIRCUIT BREAKER PANELBOARDS AS SHOWN ON THE DRAWIN65. PANELBOARD5 SHALL BE LISTED BY UL ANP 50 LABELED, AND SHALL BE FULLY RATED FOR THE VOLTAGE ANP CURRENT GAPAGITY INDICATED ON THE PANEL SCHEDULE. PANELBOARD5 SHALL BE EQUAL TO GENERAL ELECTRIC TYPE AQ WITH BOLT IN TYFE BREAKERS. FANELBOARD LUGS SHALL BE RATED AT 75°G. 1) GIRGUIT BREAKER INTERRUPTING GAPAGITIE5 5HALL MEET OR EXCEED THE AVAILABLE RM5 SYMMETRICAL FAULT CURRENTS INDICATED AND AS REQUIREP TO MEET OR EXGEEP THE AVAILABLE FAULT CURRENT FROM LOCAL UTILITY. B. GIRGUIT BREAKER5 SHALL MEET APPLICABLE PORTIONS OF UL STANDARD 489 AND NEMA AB -L. GIRGUIT BREAKERS SHALL BE BOLT -ON, GROUP MOUNTED, AMBIENT MAGNETIC, WITH COMMON TRIP, UL RATED TO GARRY 80016 OF NAMEPLATE RATING CONTINUOUSLY IN FREE AIR AT 401 G. GIRGUIT BREAKERS SHALL BE TRIP INPIGATING AND FULLY INTERCHANGEABLE WITHOUT DISTURBING ADJAGENT UNITS. WIRE TERMINALS SHALL BE KATEP 75 DEGREES G. THE OPERATING MECHANISM SHALL BE TRIP -FREE 50 THAT CONTACTS CANNOT BE HELD CLOSED AGAINST ANY ABNORMAL OVERCURRENT OR SHORT GIRGUIT CONDITION. a) BREAKERS SHALL MEET APPLICABLE NEMA ANP/OR UL SPECIFICATIONS. G. PANELBOAR.D BOXES SHALL BE GALVANIZED SHEET STEEL WITH AMPLE WIRING GUTTER SPACE IN ACCORDANCE WITH NEC. FRONTS SHALL BE OF SHEET STEEL PAINTED LIGHT GREY OVER A SUITABLE RUST INHIBITOR PRIMER. PANEL BOARD5 SHALL BE EQUIPFED ;?KITH' ONE PIECE DOOR, CYLINDER TUMBLER TYPE LOCK, DIRECTORY GARP-HOLDER AND QUARTER -TURN APJU5TABLE TRIM CLAMPS. D. PANELBOARP INTERIORS SHALL CONSIST OF REINFORCED GALVANIZEP SHEET STEEL FRAMES WITH ALUMINUM BUS BARS AND GIRGUIT BREAKERS, PROPERLY SUPPORTED TO PREVENT VIBRATIONS AND BREAKAGE IN HANDLING. BUS BARS SHALL BE 5EQUENGE PHASED. PANELBOARO SHALL HAVE A FULL SIZED SOLID ALUMINUM NEUTRAL AND GROUND BUS. E. BUS BAR BRACING SHALL BE UL L15TEO A5 INDIGATED ON PRAWIN65. ADDITIONAL BRAGING SHALL BE PROVIDED AS REQUIRED TO MEET OR EXCEED INDICATED AVAILABLE FAULT CURRENTS. F. PIREGTORY CARDS SHALL BE COMPLETELY FILLED IN BY TYPEWRITER, L15TING GIRGUIT NUMBERS AND LOAD SERVED, INCLUDING EX15TING CIRCUITS. GIRGUIT BREAKERS SHALL BE IPENTIFIEP BY GIRGUIT NUMBER LABELS AS HEREINBEFORE 5PEGIFIEP. ELEGTRIGAL- SPEC, IF IGATIONS (GONTINUED) 11. 015GONNEGTS: A. DISCONNECTS SHALL BE EXTERNALLY OPERATED, QUICK -MAKE, QUICK -BREAK, SAFETY, WITH PROVISIONS FOR PAD LOCKING. FU5ED AND NON-FU5ED DISGONNEGT SWITGHE5 5HALL BE PROVIDED A5 INDICATED. B. INDOOR 5WITGHES SHALL BE NEMA I AND OUTDOOR SWITCHES SHALL BE NEMA 5R, UNLE55 INDIGATED OTHERWISE. 12. FU5E5: A. FUSES PROTECTING GIRGUIT BREAKER PANELS SHALL BE CURRENT LIMITING U.L. CLASS RK -1 FUSES WITH 200,000 AMPERES RM5 5YM INTERRUPTING GAPAGITY. FU51N6 ELEMENTS SHALL BE SILVER FOR RATINGS ABOVE 60 AMPERES. B. ALL OTHER FUSES SHALL BE U.L. CLASS RK -5, DUAL -ELEMENT WITH A MINIMUM TIME -DELAY OF 10 SEGOND5 AT 500016 RATING. FUSES SHALL HAVE GURRENT-LIMITING SHORT-GIRGUIT LINKS AND 200,000 AMPERES RMS 5YM INTERRUPTING CAPACITY. FUSING ELEMENTS SHALL BE COFFER. 13. LIGHT FIXTURES: A. WHERE LIGHT FIXTURES ARE MOUNTED IN A LAY -IN CEILING, PROVIDE A MINIMUM OF 2 SUPPORT WIRE5 ATTACHED DIRECTLY BETWEEN EACH LIGHT FIXTURE AND THE BUILDING STRUCTURE. SUPPORT WIRES SHALL BE A MINIMUM OF 12 GAUGE GALVANIZED STEEL WIRE, SOFT ANNEALED. B. FIXTURES ARE REQUIRED AT ALL LIGHTING OUTLETS 5HOWN ON THE DRAWING5. APPROVED LIGHTING FIXTURE WIRE 15 REQUIRED IN ALL FIXTURES AND FIXTURE RACEWAY5. WEATHERPROOF WIRING 15 REQUIRED FOR EXTERIOR FIXTURES. ALL PARTS OF FIXTURES AND WIRING SHALL BE IN ACCORDANCE WITH NEG REQUIREMENT5. G. ALL FIXTURES SHALL CARRY UL AND ETL LABELS. ALL FLUORESCENT FIXTURE BALLASTS SHALL BE HIGH FREQUENGY ELECTRONIG BALLA5T5 WITH A "TOTAL HARMONIC DISTORTION" OF LE55 THAN 20%, REGARPL E55 OF THE NUMBER OF LAMP5 CONNECTED TO EACH BALLAST AND SHALL HAVE GBM LABEL. ALL FLUORESCENT FIXTURES IN5TALLEP SHALL INCORPORATE BALLAST PROTECTION. ALL FLUORESCENT BALLA5T5 SHALL HAVE AN AUDIBLE NOISE RATING OF "GLASS A" OR BETTER. ALL FLUORESCENT BALLA5T5 SHALL HAVE A 5TANDARP BALLAST FACTOR UNLESS SPECIFIED OTHERWISE. 14. SLEEVES: A. PROVIDE, SET, AND FROPERLY LOCATE PIPE SLEEVES A5 REQUIRED FOR TH15 WORK. B. INTERIOR PARTITIONS: 16 GAGE GALVANIZED STEEL, PACK BETWEEN CONDUIT AND SLEEVE WITH FIRE SAFING ANP CAULK AT EACH ENP WITH FIRE RES15TANT SEALANT. G. ROOF: P905ET OR EQUAL, MANUFACTURED PVC 5GHEDULE 40 PIPE SLEEVE WITH WEATHERPROOF SEAL. COORDINATE WITH ROOFING CONTRACTOR AND FLASH AS REQUIRED TO MAINTAIN ROOF WARRANTY. 15. GROUNDING: A. GROUNP ALL ELEGTRIGAL APPARATUS IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC) 250, AND ANY LOCAL REQUIREMENT5. INSURE CONTINUOUS BONP WHERE FLEXIBLE CONDUIT 15 USED. PROVIDE BONDING JUMPER IN50E ALL FLEXIBLE CONDUIT. B. BOND METAL PIPING SYSTEMS IN COMPLIANCE WITH NEC, 250.4(A)(4). 16. REMODELING WORK: A. DEMOLITION: DISCONNECT, DEMOLISH AND REMOVE ABANDONED ELEGTRIGAL MATERIALS AND EQUIPMENT INDIGATED TO BE REMOVED ANP NOT INDIGATED TO BE 5ALVA6EP OR REMAIN. B. EQUIPMENT TO BE SALVAGED: 1) PISCONNEGT AND REMOVE EXISTING ELEGTRIGAL EQUIPMENT INDIGATED TO BE REMOVED AND 5ALVAGED. DELIVER EQUIPMENT TO THE LOCATION DESIGNATED BY THE OWNER FOR STORAGE_ 2) ALL MATERIALS AND EQUIPMENT DE5I0NATEP TO BE REU5ED OR RELOCATED SHALL BE CAREFULLY REMOVED, AND STORED UNTIL NEEDED FOR REMODELING WORK. ALL ITEMS SHALL BE RESTORED TO "LIKE NEW" CONDITION WITH RUST OR CORROSION REMOVED, SURFACE PAINT TOUGHED UP OR REPAINTED AS REQUIRED TO MATCH NEW CONSTRUCTION, AND THOROUGHLY GLEANED AND INSPECTED. ANY ITEMS WHICH BECOME DAMAGED BEYOND REPAIR AS A RESULT OF CONSTRUCTION OR DEMOLITION AGTIVIT'f SHALL BE REFLAGED WITH NEW MATERIAL EQUIVALENT IN EVERY RE5PEGT. G. DISPOSAL AND CLEANUP: REMOVE FROM THE 51TE AND LEGALLY DISPOSE OF DENfOL15HED MATERIALS AND EQUIPMENT NOT INDICATED TO BE 5ALVA6EP. D. PROTECT ADJACENT MATERIAL5 INDICATED TO REMAIN. INSTALL AND MAINTAIN DUST AND NOISE BARRIERS TO KEEP DIRT, DUST, AND N015E FROM BEING TRAN5MITTEP TO ADJACENT AREAS. REMOVE PROTECTION AND BARRIERS AFTER REMODELING OPERATIONS ARE COMPLETE. E. PROVIDE ALL ALTERATIONS AND REWORK INDIGATED ANP/OR REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF ALL EX15TINO ELEGTRIGAL SYSTEMS, INTEGRATING THE NEW AND EXISTING AREAS. LOCATE, IDENTIFY, AND PROTEGT ELEGTRIGAL SERVICES PASSING THROUGH REMODELING AREA AND SERVING OTHER AREAS OUT5IDE THE REMODELING LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE REMODELING LIMITS. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFEGTEP AREAS. 1) ABANDONED CONDUIT SHALL HAVE WIRE REMOVED AND SHALL BE GAPPED. ABANDONED OUTLETS IN WALL5 OR PARTITIONS SHALL HAVE DEVICES AND WIRE REMOVED, AND SHALL BE COVERED. 2) WHERE EXISTING CONDUITS TERMINATE AT AN EXISTING OUTLET IN A WALL, CEILING, OR FLOOR TO BE REMOVED, DI5GONNEGT AND REMOVE DEVICE AND WIRE FROM CONDUIT. CONDUIT SHALL BE CU( BACK AND GAPPED (BELOW THE FLOOR OR ABOVE THE GEILING) 50 NOT TO CREATE AN OBSTRUCTION. PATCH FLOOR TO MATCH EXISTING. 3) WHERE EXISTING CIRCUITS EXTEND BEYOND THE OUTLET IN THE EXISTING WALL, GEILING, OR FLOOR TO BE REMOVED, FURNISH AND INSTALL NEW GONDUIT AND WIRE TO EITHER REROUTE THE GIRGUIT OR FEED THE REMAINING OUTLET(5) FROM ANOTHER ELEGTRIGAL SOURCE, BUT IN SUCH A MANNER A5 NOT TO REVISE THE GIRGUIT. ALL REROUTED GONDUIT SHALL BE APPROVED BY THE ARCHITECT. 4) WHERE EXISTING OUTLETS IN A WALL, CEILING, OR FLOOR TO BE REMOVED ARE E55ENTIAL TO MAINTAIN OPERATION OF OTHER REMAINING OUTLETS, RELOCATE THE OUTLET TO A NEW CONVENIENT LOCATION. EXISTING WIRING PEVICE5 SHALL NOT BE REU5EP, UNLE55 OTHERWI5E INDIGATED. 5) MERE LIGHTING FIXTURES ARE INDICATED TO BE DEMOLI5HED, REMOVE ALL WIRE AND MODIFY THE E45TINO CONDUIT (IF APPLICABLE) FOR THE NEW LIGHTING_ ALL UNUSED CONDUIT SHALL BE REMOVED. 6) WHERE A TELEPHONE GIRGUIT EXTEND5 BEYOND AN OUTLET IN AN EXISTING WALL, CEILING, OR FLOOR TO BE REMOVED, PROVIDE NECESSARY EMPTY CONDUIT AND NOTIFY THE OWNER WHO WILL REQUEST THE OWNER TO ARRANGE WITH THE TELEPHONE COMPANY FOR NEW WIRING TO OUTLETS THAT REMAIN. 7) WHERE EXISTING CONDUIT ANP WIRE RUNS ARE LOCATED IN OR ATTACHED TO AN EXISTING WALL, CEILING OR FLOOR TO BE REMOVED, THEY SHALL BE REROUTED IN EITHER NEW OR EXISTING CONSTRUCTION TO MAINTAIN CONTINUITY OF CIRCUITS UNLESS OTHERWI5E INDICATED. 8) CONDUIT 5HALL BE CONGEALED WITHIN THE EXISTING BUILDING GON5TRUGTION WHEREVER POSSIBLE, EXCEPT WHERE OTHERWISE INDICATED. 9) EX15TINO WIRE SHALL BE U15C.ONNECTEP AND REMOVEP WHEREVER EXISTING GIRGUIT5 ARE ABANDONED. 17. BOXE5 IN FIRE RATED ASSEMBLIES: A. OUTLET B0XE5 THAT DO NOT EXCEED 16 560ARE INGHE5 AND I1,15TALLE0 IN FIRE RATED INALL5 5HALL NOT 6E IN5TALLED GLO5ER THAN 24" HORIZONTAL INGHE5 TO OTHER OUTLET BOXE5. B. IF BOXES MUST BE INSTALLED WITHIN 24" OF EACH OTHER THAN BOTH OUTLET BOXES SHALL BE PROTEGTEP WITH LISTED PUTTY PAD5, 5M FIRE BARRIER MOLDABLE PUTTY + OR EQUAL. ELEGTRIGAL 5YMB0LS LIST CIROJITING & NOTES L SPEGIAL MOUNTING HEIGHT FOR A550GIATED DEVIGE (GENTERLINE +46" OF DEVIGE) GFI i GROUND FAULT GIRGUIT INTERRUPTER DEVICE X❑ i ELEGTRIGAL FLOOR PLAN NOTE WITH DESIGNATION 2 CONDUIT GONGEALED WHERE POSSIBLE OR AS NOTED, ARROWS LPA• INDIGATE HOME RUN TO PANEL. GIRGUIT NUMBERS INDIGATED #12 WIRE IN GONDUIT, UNLESS NOTED OTHERWISE ON DRAWINGS OR SPEGIFIGATION �-GROUNDING GONDUGTOR, #12 WIRE UNLE55 NOTED OTHERWISE ON DRAWINGS OR 5PEGIFIGATION �1 GONDUIT ROUTED UNDER FLOOR/GRADE LIGHTING A o FLUORESGENT FIXTURE WITH TYPE DESIGNATION POWER DEVIGE5 DUPLEX REGEPTAGLE, BOTTOM OF BOX AT 16" AFF, UNLE55 NOTED rf ; OTHERWISE ® PANEL BOARD, TOP OF BOX 6-0" AFF MOTOR WITH DESIGNATION OGGUPANGY SENSORS 1. DUAL TECHNOL06Y/ULTRA50NIG GEILING SENSORS SHALL BE MOUNTED 6' FROM SUF FLY/EXHAUST AIR DIFFUSERS. 2. LOW VOLTAGE CEILING SENSORS SHALL BE PROVIDED WITH 6' 5LAGK GONDUGTOR COILED AT SEN50R. 5oBOX INFRARED OGGUPANGY SENSOR, WATT STOPPER #PW -100, TOP OF AT 4£3" AFF NEW PANEL P 120/20b\/ 5cD, 4W 200A MLO NEMA 5R 200A DISC 5W FUSEE? AT 200A 4#5/0, 1#66, 2"G NEW EXIST O TENANT 5RINKLEF- SPAGE DOOR —�, POOR EXIST FEEDER ELEGTRIGAL GENERAL NOTES: 1. GOORDINATE ALL WORK WITH OTHER TRADES AND EXISTING GONDITION5 AS REQUIRED TO PROPERLY INSTALL ALL SYSTEMS AS INTENDED, WITHIN THE CONFINES OF THE SPAGES AVAILABLE, AND WITHOUT INTERFERENGES. 2. IT 15 THE _ EGTRIGAL CONTRACTORS RESPONSIBILITY TO PROPERLY BA_ ANG E ALL BRANGH GIRGUIT5 BETWEEN THE PHASES OF THE SYSTEM REGARDLESS OF GIRGUITING INDIGATED. 5. ALL EXPOSED RAGEWAY5 SHALL BE IN EMT CONDUIT, MG GABLE 15 NOT PERMITTED IN EXP05ED AREAS. 4. ELEGTRIGAL GONTRAGTOR SHALL REMOVE ALL EXISTING ELEGTRIGAL EQUIPMENT, FIXTURE5, SYSTEMS, GONDUIT AND WIRE, ETG. NOT BEING REUSED. DO NOT JUST ABANDON. 5. ELEGTRIGAL GONTRAGTOR TO GOORDINATE MANUFAGTURER ELEGTRIGAL REQUIREMENT5 FOR H\/AG EQUIPMENT BEING FURNISHED WITH MEGHANIGAL GONTRAGTOR PRIOR TO ROUGH -IN. 6. ALL ELEGTRIGAL DEVIGES ARE EXISTING AND TO REMAIN UNLESS NOTED OTHERWISE OR GONFLICT WITH NEW GONSTRUGTION. MAINTAIN PROPER OPERATION OF ALL EX15TING ELEGTRIGAL. `1. ALL MATERIALS EXPOSED WITHIN PLENUMS SHALL BE NONGOMBUSTIBL E OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 54. 8. EAGH BRANGH GIRGUIT SHALL HAVE A DEDICATED NEUTRAL PER NEG 210.4. Gl. ALL BRANGH GIRGUIT5 SHALL BE SIZED TO ALLOW FOR A MAXIMUM OF 501b VOLTAGE DROP. ALL FEEDERS SHALL BE 51ZED TO ALLOW FOR A MAXIMUM OF 201b VOLTAGE DROP. ELEGTRIGAL GONTRAGTOR SHALL VERIFY WIRING INDIGATED 15 SUFFICIENT AND INGREASE GONDUGTOR SIZE AS REQUIRED 5A5E0 OFF AGTUAL INSTALLED LENGTH OF GONDUGTORS. 10. ENTIRE BUILDING FIRE ALARM SYSTEM INSTALLATION SHALL BE UL LISTED. EXISTING PANEL HRB SERVE5 SPAGE BEING SUBDIVIDED. PER PREVIOUSLY SUBMITTED DRAWINGS, EXISTING LOAD ON PANEL TAP EXISTING GONDLJGTORS IN WIREWAY I EX15T WIREWAY I V CJ EXIST GT CrJ GABINF-T METER REPLACE EXISTING 400A FUSES WITH NEW 200A FUSES – I EXIST FEEDER EXIST GROUNDING PER NEG ELECTRICAL USER DIAGRAM SCALE: NONE Typical Wiring for BZ -160 Power Pack CEILING OCCUPANCY SENSOR WIRING DIAGRAM 5GALE: NONE FX15T AD.1AGENT 51 AGE PANEL HRB 120/205\/ 54), 4W 200A MLO TREY L U, CAS TE C t 720 Reeder Shawnee, KS 66203 (913) 62-1 CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne FL 32640 P: 407.674.7100 This drawing has been prepared by the Engineer, or under his supervision. [his drawing is provided as an instrument of service by the Desiyna4Enyinear and is intanded for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer/Engineer. Any reproduction, use, or disclosure of infonnation contained herein without prior written consent of the Engineer is strictly prohibited. (92017 BC Engineers, Inc. NUN Seal. 7/18/2017 CE No. 81592 t STATE I,F C 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: ELECTRICAL SPEC SGA le: Drawing No. MK— AW—IM EF— of: Issue Date • 6.28.17 0 LIGHT FIXTURE SCHEDULE MARK MANUFAGTURER 4 VOLTS LAMPS DESGP.IPTION EOUIVALENT NO. GATALOG NUMBER WATTS L MOUNTINO- :5URFAC{ F- MANUFAGTURER5 METALUX 120 3-52W 2X4 FLUORE5GENT TROFFER WITH AGRYLIG LENS, WILLIAM5 A 26G8-332A-UNV-EB81- 85 F52T3 ELEGTRONIG BALLAST AND WHITE ENAMEL FINISH LITHONIA U BU5: 225A OR EQUAL 200A DUAL -LITE 120 INCL EXIT LIGHT WITH LED LAMP5, RED LETTE95 ON 5URE-LITE5 EVE -U -R -W -E 1 UF5r-RIPTION WHITE BACKGROUND, UNIVERSAL MOUNT, LITHONIA PoL VI1FE (VA (1113 BATTERY BAGKUP OR EQUAL d10 EXITRONIX 120 INCL ARGHITEGTURAL EXTERIOR LED EMERGENGY 5URE--LITE5 EX TRL-EM-XX-GL 10 LIGHT WITH GOLD WEATHER BATTERY, LITHONIA GOORDINATE FINISH TO MATCH BUILDING OR EQUAL NOTES: 1. ALL LAMPS SHALL BE 5500° KELVIN ANP A MINIMUM GRI OF 52 UNLESS 5PEGIFIEI7 OTHERWISE. P 8 +4E ELECTRICAL POWER PLAN NORTH go SCALE: 1/4” = 1'-0" INCA ELECTRICAL LIGHTING PLAN NORTH 00 SGALE: 1/4" = 1'-0" ELEGTRIGAL PLAN NOTES: U INTERCEPT EXISTING RTU GIRGUIT AND ROUTE TO NEW BREAKER IN PANEL "P" - VERIFY BREAKER SIZE TO MATCH MOGP LISTED ON UNIT NAMEPLATE. 4'x8'x5/4" PLYWOOD TELEPHONE BAGKBOARD WITH GROUND BAR AND #6GU BOND TO BUILDING ELECTRODE SYSTEM. PROVIDE 1"G TO EXISTING TELEPHONE SERVIGE ENTRANGE POINT. 324 Eastland Drive Decatur, GA 30030 o: 404.378.7431 e: trey@treylucas.com www.treylucas.com t Afr r • 2M • 20 Reeder Shawnee, KS 66203 (913)262-17 CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 This drawing has been prepared by the Engineer, or under his supervision. This drawing is provided as an instrument of service by the Designer/Engineer and is intended for use on this project only. Pursuant to the fuchilectural Works Copyright Protuction Act of IM, all drawings, specifications, id9as and designs, including the overall forrn, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer/Engineer, Any reproduction, use, or disclosure of information contained'nerein without prior wrk en consent of th9 Engineer is strictly prohibited. ©20176CEngineers, Inc. U vea I: 7/18/2017 Olt 0 No. 81592 STATE O 4 11F 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: ELECTRICAL PLANS Sca le: Drawing No. of Issue Date • 6.28.17 PANEL: P VOLT5: 120/20a\/ Pk : 547 r1IRE: 4n LOCATION: IiEMI INC'Ny ' L MOUNTINO- :5URFAC{ F- BU5: 225A MAIN: 200A MLC IC: 10,000 RMS aYM AMP5 FEEDER: 5EE RISER OlAr�RAM CKT UF5r-RIPTION At -(P5 PoL VI1FE (VA (1113 �l d— cbA d10 l' IRE POLE AMPS CiE5C Gf�'TRIPTION NO 1 LIGHTINr ?Q 1 12 1,180 2 3 IIRINiiNca PJUNTAIN 20 1 12 600 2,E�50 10 3 50 RTU 4 a fZ5TROOM R}=C 20 1 12 1002,6x0 a -1 RcCEPTACLE5 20 1 12 X20 3,500 77777 3 E3 1 40 Y�ATER HEATER €� g RE4EPTAGLE5 20 1 12 goo 560 12 1 20 PHONE,E3I7 4PLEx 10 11 SPARE 20 1 1 20 5PARE 12 15 511 20 1 r= 1 20 SPARE 14 15 - _ SPADE 20 1 20 5PARE 16 1.1 SPARE 20 1 7=77M .71 1 20 5PARE 1v 19 5PARE 20 1 1 20 5PARE 20 21 SPARE 20 1 1 20 5PARE 22 25 SPADE 20 1 1 20 5PARE 24 25 SPARE 20 1 7 1 20 5PARE 26 21 5PARE 20 1 1 20 5PARE 23 29 SPARE 20 1 1 20 SPARE 30 31 5PARE 201 1 20 5PARE 52 33 5PARE 20 1 „{ £„;, k .,: r� 1 20 .5PARE 34 35 SPAR= 20 1 1 20 .5PARE 36 3'1 5PARE 20 20 5PARE 3E3 33 5PARE 20 1 ;' 1 20 SPAtE 40 41 5PARF 20 1 77777 1 20 SPARE 42 NOTE5: 1,810 1,500 130 6,150 5,010 2,650 Fp,060 4,510 2,Ei30 TOTAL- GONNEGTEU LOAD: 15,400 %/A NEG EiEMANI7 LOMAT : 'i6,5-75 YA DEMAi` P AMP.5 Q 20a VOLT / 5d): 46.00 A P 8 +4E ELECTRICAL POWER PLAN NORTH go SCALE: 1/4” = 1'-0" INCA ELECTRICAL LIGHTING PLAN NORTH 00 SGALE: 1/4" = 1'-0" ELEGTRIGAL PLAN NOTES: U INTERCEPT EXISTING RTU GIRGUIT AND ROUTE TO NEW BREAKER IN PANEL "P" - VERIFY BREAKER SIZE TO MATCH MOGP LISTED ON UNIT NAMEPLATE. 4'x8'x5/4" PLYWOOD TELEPHONE BAGKBOARD WITH GROUND BAR AND #6GU BOND TO BUILDING ELECTRODE SYSTEM. PROVIDE 1"G TO EXISTING TELEPHONE SERVIGE ENTRANGE POINT. 324 Eastland Drive Decatur, GA 30030 o: 404.378.7431 e: trey@treylucas.com www.treylucas.com t Afr r • 2M • 20 Reeder Shawnee, KS 66203 (913)262-17 CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 This drawing has been prepared by the Engineer, or under his supervision. This drawing is provided as an instrument of service by the Designer/Engineer and is intended for use on this project only. Pursuant to the fuchilectural Works Copyright Protuction Act of IM, all drawings, specifications, id9as and designs, including the overall forrn, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer/Engineer, Any reproduction, use, or disclosure of information contained'nerein without prior wrk en consent of th9 Engineer is strictly prohibited. ©20176CEngineers, Inc. U vea I: 7/18/2017 Olt 0 No. 81592 STATE O 4 11F 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: ELECTRICAL PLANS Sca le: Drawing No. of Issue Date • 6.28.17 MEGHANIGAL._ SFFGIFIGATIONS MEGHANIGAL 5FEGIFIG4TION5 (CONTINUED) 1. GENERAL PROVISIONS: 8. PLUMBING: A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, NECE55ARY FOR THE COMPLETE IN5TALL-ATION OF THE A. PROVIDE AN APPROVED WATER HAMMER ARRESTOR FOR EACH PLUMBING FIXTURE SUPPLY A5 PLUMBING AND MECHANICAL SYSTEMS OUTLINED. REQUIRED BY FIXTURE MANUFACTURER. 5. OBTAIN ALL PERMITS, FEES, LICENSES, INSPECTIONS, AND CERTIFICATES OF COMPLIANCE OR B. ALL EXP05EP PIPE SHALL BE CHROME PLATED BRA55 PIPE, NO FERROUS PIPE. APPROVAL AS REQUIRED BY THE AUTHORITIES. G. PROVIDE GLEANOUTS AT EACH CHANGE OF DIRECTION AND AT 100 FOOT INTERVALS IN STRAIGHT RUNS. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS __.......... _............. .____.____--------- ---........ ................. ........ __....__..._..--- — - OF THE GOVERNMENTAL BODIES HAVING -JURISDICTION OVER THE SITE. D. PROVIDE ACCESS PANELS FOR ALL CONGEALED VALVES AND TRAPS. P. ALL TESTING REQUIRED BY AUTHORITIES SHALL BE CONSIDERED PART OF TH15 WORK. E. GLEANOUT5: E. DURING CONSTRUCTION, ALL FIXTURES, EQUIPMENT, PIPE, DUCT, ETC. SHALL BE COVERED, PLUGGED, 1) VINYL TILE FLOOR: JR SMITH #4140, OR EQUAL. OR GAPPED A5 REQUIRED TO KEEP GLEAN AND UNDAMAGED. ALL DAMAGED ITEMS SHALL BE RESTORED 2) QUARRY TILE FLOOR: JR SMITH 04200, OR EQUAL. 5) CARPETED FLOOR: JR SMITH #4020-Y, OR EQUAL. TO ORIGINAL CONDITION OR REPLACEP. ALL PROTEGTIVE COVERING SHALL BE REMOVED BEFORE FINAL 4) UNFINISHED FLOOR: JR SMITH #4020, OR EQUAL. ACGEPTANGE. 5) WALL: JR SMITH #44-12, OR EQUAL, 24" ABOVE THE FLOOR. F. PROVIDE ALL NECESSARY GUTTING AND PATCHING OF WALL5, FLOORS, CEILINGS, AND ROOFS A5 F. PROVIDE DIELECTRIC UNIONS WITH APPROPRIATE END CONNECTIONS TO MATCH THE PIPE SYSTEM IN NECESSARY. PATCH AROUND ALL OPENIN65 SHALL MATCH ADJACENT AREA. COORDINATE ALL ROOFING WHICH INSTALLED (SCREWED, 5OLDEREP, OR FLANGED). PROVIDE DIELECTRIC UNIONS ON ALL PIPING WORK WITH OWNER OR RESPONSIBLE PARTY, SO THAT THE EXISTING ROOFING WARRANTY WILL BE GONNEGTION5 TO HOT WATER HEATERS AND EXPANSION TANKS. MAINTAINED. G. ALL SEWER PIPING LOCATED IN51DE THE BUILDING SHALL BE IN5TALLEP WITH THE FOLLOWING SLOPES. G. CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE: 1) INSTALL 2-1/2" AND SMALLER PIPE AT 1/4" PER FOOT FALL. 2) INSTALL 3" AND LARGER PIPE AT 1/3" PER FOOT FALL. 2. OPERATION AND MAINTENANCE MANUALS: A. DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE OPERATING INSTRUCTIONS, WIRING q. DUCTWORK: PIAGRAMS, CATALOG CUTS, LUBRICATION AND PREVENTIVE MAINTENANCE INSTRUCTIONS, PARTS LISTS, A. ALL PUGTWORK SHALL BE CON5TRUGTED OF FIBROUS GLASS DUCT OR GALVANIZED SHEET METAL, AS SPECIFIED ETC. FOR ALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. HEREIN. B. ALL LITERATURE AND INSTRUCTIONS SHIPPED WITH THE EQUIPMENT SHALL BE SAVEP FOR INCLUSION B. PUGTWORK, METAL GAUGES, REINFORCING, ETC. SHALL BE CON5TRUGTE0 IN ACCORDANCE WITH SMAGNA IN THE OPERATION ANP MAINTENANCE MANUALS. "HVAC DUCT CONSTRUCTION STANDARDS," LATEST EDITION FOR A 2 INCH WATER GAUGE 5TATIG PRESSURE. G. ALL LITERATURE L15TEP ABOVE AND ALL PAPERS LISTING YNARRANTIES, ETC. SHALL BE BOUND IN A 3 -RING BINDER AND LABELED WITH THE PROJECT NAME, ADDRESS, ARCHITECT, ENGINEER, G. ALL FITTINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMAGNA "HVAC DUCT CONSTRUCTION CONTRACTORS, ETC. 5TANPAROS," LATEST EDITION. 3. MANUFACTURERS: P. SEAL ALL CONGEALED PUGTWORK JOIN75 WITH NON -HARDENING, NON -MIGRATING MASTIC SEALANT, A5 RECOMMENDED FOR 5EALING 5EAM5 AND JOINT5 IN DUCTWORK. OIL BASE CAULKING AND GLAZING A. MANUFAGTURER5, MODEL NUMBERS, ETC. INDICATED OR SCHEDULED ON THE PRAWIN65 SHALL BE COMPOUNDS SHALL NOT BE ACCEPTABLE. PUGT5 SHALL BE SEALED TO THE CLA55 LEVEL L15TEP BELOW. INTERPRETED AS HAVING ESTABLISHED A STANDARD OF QUALITY AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION. ARTICLES, FIXTURES, ETC,. OF EQUAL QUALITY BY MANUFAGTURE95 5HALL 1) UNCONPITIONEO 5PAGE5 CLASS B GLASS A GL -A55 G GLASS B BE ACCEPTABLE, 5USJE,-T TO STRUCTURAL AND ELECTRICAL CONSTRAINTS OF THE PROJECT PE510N, 1) GONPITIONEP SPAGE5 (PLENUM) CLASS G CL -ASS B CLASS B CLASS G UNLESS NOTED OTHERKSE. SUPPLY (2" W.G. SUPPLY > 2" W.G. EXHAUST RETURN 4. MOTORS: E. DUCT SIZES 5HO1,NN ON THE ORA4,NIN65 ARE SHEETMETAL SIZES, ALLOYIANGE FOR DUCT LINER HAS BEEN A. PROVIDE THERMAL OVERLOAD PROTECTION FOR EACH MOTOR PROVIDED BY TH15 WORK. MADE WHERE APPLICABLE. 5. TESTING, BALANCING, AND GLEANING: G. DUCT SPAGING SHALL BE A MAXIMUM OF 12'-O" AND A5 PER SMAGNA HVAC-PUGT CONSTRUCTION STANDARDS. A. ALL PIPING SHALL BE TESTED FOR LEAK5 BEFORE BEING CONGEALED IN WALL CONSTRUCTION OR GOVEREP WITH INSULATION. 10. FLEXIBLE PUGT: B. 5EWER AND VENT PIPING SHALL BE HYDROSTATICALLY TESTED WITH NO LESS THAN 10 FEET OF HEAD A. ATGO #056 (R-6), OR EQUAL. FOR A PERIOD OF NOT LESS THAN 15 MINUTES, PER THE LOCAL PLUMBING CODE, WITH NO LEAKS. B. FACTORY APPLIED INSULATION AND VAPOR BARRIER, 1-1/2" THICK. G. POMESTIG WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT A PRESSURE OF NOT LF -55 THAN 1-1/2 TIMES THE OPERATING PRESSURE, BUT NOT LE55 THAN 60 PSI, FOR A PERIOD OF NOT LE55 THAN 2 G. MAXIMUM LENGTH OF V-0". HOURS, WITH NO LEAKS. 11. EXHAUST FANS: D. DUCTWORK AND PIPING 5HALL BE BALANCED BY QUALIFIED BALANCING PERSONNEL WHO HAVE PREVIOUS A. CENTRIFUGAL CEILING EXHAU5TER5 5HALL BE ELECTRICALLY POWERED CENTRIFUGAL TYPE FAN SUITABLE EXPERIENCE WITH BALANCING PROCEDURES. FOR MOUNTING IN THE CEILING WITH A PERFORATED OFF-WHITE METAL GRILLE WITH A THUMB5GREW ATTACHMENT FOR EASY ACCESS TO FAN HOU5ING. UNIT SHALL CON515T OF A GALVANIZED STEEL IS E. BEFORE DOMESTIC YVATER PIPING 15 PLACED IN SERVICE, ALL DOMESTIC WATER DISTRIBUTION HOUSING LINED WITH ACOUSTICAL INSULATION AND SHALL INCLUDE AN INTEGRAL BAGKPRAFT DAMPER r i O GOLD WATER AND HOT WATER SYSTEMS 5HALL FLUSHED, SYSTEMS, INCLUDING THOSE FOR ON FAN DISCHARGE. MOTOR 5HALL BE A PERMANENT SPLIT -CAPACITOR TYPE MOTOR, PERMANENTLY r CE F REGULATIONS. THE SYSTEMS STERILIZED AND CHLORINATED IN AGGORPAN�_ WITH HEALTH DEPARTMENT REG LA7 LUBRICATED, WITH THERMAL OVERLOAD PROTECTION. PROVIDE DISCONNECT SWITCH OR OTHER MEANS SHALL BE THOROUGHLY FLU5HEP OF ALL DIRT AND FOREIGN MATTER, THEN FILLED WITH WATER TREATEP OF 015GONNEGT AT MOTOR IN FAN HOUSING. WITH 50 PPM OF CHLORINE. DURING THE FILLING PROGE55, VALVES AND FAUCETS SHALL BE OPENED SEVERAL TIMES TO ASSURE TREATMENT OF THE ENTIRE SYSTEM. THE TREATED WATER SHALL BE LEFT 12. CONTROL WIRING: IN THE SYSTEM FOR 24 HOURS AFTER WHICH TIME THE SYSTEM SHALL BE FLUSHED; IF THE RE5IPUAL CHLORINE 15 NOT LESS THAN 10 PPM, THE FLUSHING SHALL BE REPEATED, AFTER STERILIZATION, A. ELEGTRIGAL WIRING AND WIRING CONNECTIONS REQUIRED FOR THE INSTALLATION OF THE TEMPERATURE 5AMPLF-5 OF WATER IN THE SYSTEM SHALL BE APPROVED BY THE BOARD OF HEALTH. GONTROL 5Y5TEM, SHALL BE PROVIDED BY THIS CONTRACTOR, UNLESS SPECIFICALLY SHOWN ON THE ELEGTRIGAL 1;)RAWIN65 OR SPECIFICATIONS. F. PLUMBING 5Y5TEM SHALL BE IN5TALLEP, TESTED AND INSPECTED PER FPC- 512.1 THRU 312.12.2. B. INSTALL CONTROL WIRING, WITHOUT SPLICES BETWEEN TERMINAL POINTS, DOLOR COPED. INSTALL IN 6. PIPING: NEAT WORKMANLIKE MANNER, SECURELY FASTENED. INSTALL IN AGGORDANGE WITH NATIONAL A. DOMESTIC GOLD ANP HOT WATER (ABOVEGROUND). ELECTRICAL CODE AND THE ELECTRICAL SPEGIFICATION5. 1) TYPE L HARD PRAWN COPPER TUBING, ASTM 8-33. 1) INSTALL CIRCUITS OVER 25 VOLT WITH COLOR GODED NUMBER 12 WIRE: 2) WROUGHT BRONZE SOLDERED FITTINGS. W GATE VALVE: JOMAR T/S-301 OR EQUAL. N5F 61-8, ANSI 516.20.1, AN51 816.18 2) INSTALL CIRCUITS UNDER 25 VOLT WITH COLOR COPED NUMBER 15 WIRE WITH 0.031 INCH HIGH b) GLOBE VALVE: CRANE #1 OR EQUAL. TEMPERATURE 105 DEGREES F PLASTIC INSULATION ON EACH GONPUGTOR AND PLASTIC SHEATH OVER G) BALL VALVE: JOMAR T/5-1000 OR EQUAL COMPACT LEAP FREE FORGEP BRASS BALL VALVE. ALL• - UL -342, G5A 3311-12 : 55-11-q2, FM, NSF 61, CALIFORNIA CODE A81953-N5F61 ANNEX G APPROVED. 3) INSTALL CIRCUITS WITH DOLOR CODED NUMBER WIRE WITH 0.023 INCH d) BALL VALVE: JOMAR T-10ONE OR EQUAL. LA -I542, FM, GSA, NSF 61-?, M55 5P-110 YLENE INSULATION IG POLYETHYLENE INSULATION ON EACH GONDUGTOR WITH PLASTIC JAG'.s:E"fEP,GOPPER SHIELD OVER 5) PEX, HIGH-DENSITY GRO55-LINKED POLYETHYLENE TUBING SHALL BE MANUFACTUREP TO THE ALL. REQUIREMENTS OF ASTM F316 AND MEET THE STANPARP GRADE HYDROSTATIC PRESSURE RATIN05 FROM PLASTIC, PIPE INSTITUTE IN ACCORDANCE WITH TR -4/05. 4) INSTALL LOW VOLTAGE GIRGUITS, LOCATED IN CONCRETE SLABS AND MASONRY WALLS, OR F-XP05EP a) PE.X MECHANI(,AL, GRIMP/INSERT FITTINGS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S IN OCCUPIED AREAS, IN ELEGTRIG CONDUIT. INSTRUCTIONS. PIPE SIZES GIVEN ON THE DRAWINGS ARE NOMINAL COPPER PIPE 51ZE, 5) ALL WIRING IN AREAS USED A5 AIR PLENUMS SHALL BE IN ELEGTRIG. CONDUIT EXCEPT THAT LOW 4) GPVG, CHLORINATED POLYVINYL CHLORIDE PLASTIC PIPE ANP TUBING SHALL BE MANUFACTURED TO OTHER WIRE VOLTAGE WIRING MAY BE TEFLON COATED, ALUMINUM SHEATHED "CRE THE REQUIREMENTS OF ASTM 02846, A5TM F441, ASTM F442 AND G5A 5131.6 AND FITTINGS MUST AA5LE CE SPECIFICALLY APPROVED FOR INSTALLATION IN AIR PLENUMS, WHERE ACCEPTABLE BY LOCAL MEET THE RE('2UIREMENTS OF ASSE '1061, ASTM 02346, A5TM F451, F458, F43q AND SGA 8151.6 JOINTS CODES. CODE SHALL BE MECHANICALLY INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS FOR SOLVENT GEMENT OR THREAPEP. INCREASE GPVG PIPING SIZE AS REQUIRED TO EQUAL OR EXCEED 6) ALL. WIRING IN AREAS NOT USED FOR AIR MOVEMENT SHALL BE IN ELEGTRIG METALLIC TUBING COPPER PIPE INSIDE DIAMETER. EXGEPT LOW VOLTAGE WIRING MAY BE IN APPROVED SIGNAL GABLE WHERE ACCEPTED BY LOCAL CODES. B. SANITARY SEWER, ANP VENTS (UNDERGROUND, INTERIOR TO BUILDING). G. THERMOSTATIC CONTROLS TO HAVE A 5°F DF-ADBANP AND 5ETPOINT OVERLAP RESTRICTIONS. 1) POLYVINYLCHLORIDE (PVG) DWV PIPE, 5GHEDULE 40, SOLVENT JOINT (WHERE APPROVED BY LOCAL -OOE5). 1) TEMPERATURE CONTROLS 5ETSACK TO BE 55°F (HEAT) AND 35° (COOL), 2 -HOUR OCCUPANT OVERRIDE, 2) SERVICE WEIGHT, BELL-AND-5PIGOT, COATED CAST IRON, A5TM A-14. 10 -HOUR BACKUP. 3) ACRYLONITRILE-BUTADIENE-5TYRENE (A55) 5EWER PIPE, ASTM D 2151-33a SDR 23.5, SOLVENT -CEMENTED JOINTS. P. THERMOSTATIC, CONTROLS TO HAVE A 5°F DEADBAND AND 5ETPOINT OVERLAP RESTRICTIONS. 4) "NO -HUB" CAST IRON, NEOPRENE GASKETS, 5TAINLE55 STEEL CLAMPS. 13. REMODELING WORK: 5) PWV, WROUGHT COPPER, AN51 5-16,2L1. G. SANITARY 5EWER, AND VENTS (ABOVEGROUND). A. DEMOLITION: DISCONNECT, DEMOLI5H, AND REMOVE ABANDONED MECHANICAL MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED AND NOT INDICATED TO BE SALVAGED OR REMAIN. 1) SERVICE WEIGHT, BELL -ANP -SPIGOT, COATED CAST IRON, ASTM A-14. 2) DWV, WROUGHT COPPER, ANSI 5-16.2q. B. EQUIPMENT TO BE SALVAGED: 5) GALVANIZED STEEL PIPE, WITH MALLEABLE IRON, THREADED FITTINGS, DRAINAGE PATTERN FOR 1) DISCONNECT AND REMOVE, EXISTING MECHANICAL EQUIPMENT INDICATED TO BE REMOVED AND S EWERS. 4) EWERNO-HB" CAST IRON, NEOPRENE GASKETS, 5TAINLE55 STEEL CLAMPS. SALVAGED. DELIVER EQUIPMENT TO THE LOCATION DESIGNATED BY THE OWNER FOR STORAGE. 5) POLYVINYLCHLORIPE (PVG) DWV PIPE, SCHEDULE 40, SOLVENT JOINT (WHERE APPROVED BY LOCAL 2) ALL MATERIALS AND EQUIPMENT DESIGNATED TO BE REUSED OR RELOCATED 5H J L BE CAREFULLY CODES). (NOT FOR USE IN A RETURN AIR PLENUM) REMOVED, AND STORED UNTIL NEEDED FOR REMODELING WORK. ALL ITEMS SHALL BE RESTORED TO "LIKE NEW" CONDITION WITH RUST OR CORROSION REMOVED, SURFACE PAINT TOUGHED UP OR D. GONPEN5ATE DRAINS B INDIRECT WASTE (ABOVEGROUNP). REPAINTED AS REQUIRED TO MATCH NEW CONSTRUCTION, AND THOROUGHLY GLEANED AND INSPECTED. 1) DWV, WROUGHT COPPER, ANSI B -16.2q. ANY ITEMS WHICH BECOME DAMAGED BEYOND REPAIR AS A RESULT OF CONSTRUCTION OR DEMOLITION 2) POLYVINYLGHLORIPE (PV(:,) DW`/ PIPE, SCHEDULE 40, SOLVENT JOINT. ACTIVITY SHALL BE REPLACED WITH NEW MATERIAL EQUIVALENT IN EVERY RESPECT. E. ALL PIPE HANGERS ANP SUPPORTS 5HALL BE 5TANDARP PRODUCTS OF GRINNELL, FEE AND MASON, OR G. DISPOSAL AND CLEANUP: REMOVE FROM THE SITE AND LEGALLY D15P05E OF DEMOLISHED MATERIALS AND ELLEN. HANGER SPACING 5HAL1- BE IN AGGORPANCE WITH M55 -5P -6q. EQUIPMENT NOT INDICATED TO BE 5ALVA6ED. P. PROTECT ADJACENT MATERIALS INDICATED TO REMAIN. INSTALL AND MAINTAIN DUST AND NOISE F. SLEEVES BARRIERS TO KEEP DIRT, DUST, AND NOISE FROM BEING TRANSMITTED TO ADJACENT AREAS. REMOVE 1) PROVIDE, SET, AND PROPERLY LOCATE PIPE 51__EEVES A5 REQUIRED FOR THI5 WORK. ALL SLEEVES PROTECTION AND BARRIERS AFTER REMODELING OPERATIONS ARE COMPLETE. SHALL BE OF SUFFICIENT 51ZE TO PERMIT PIPE MOVEMENT DUE TO EXPANSION AND CONTRACTION E. LOCATE, IDENTIFY, AND PROTECT MEGHANIGAL SERVICES PASSING THROUGH REMODELING AREA ANP AND TO ACCOMMODATE PIPE INSULATION. SERVING OTHER AREAS OUTSIDE THE REMODELING LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE G r F FF FF F -) INTERIOR PARTITIONS: 16 A5_ GALVANIZED STEEL, PACK BETWEEN PIP_ AND SLEEVE WITH FIRE REMODELING LIMITS. WHERE MECHANICAL SERVICES ARE LOCATED IN A WALL, ETC. TO BE DEMOLISHED, REROUTE PIPING TO NEW OR EXISTING CONSTRUCTION TO MAINTAIN CONTINUITY OF THE 5AFING AND GAULK AT EACH END WITH FIRE RESISTANT SEALANT. SYSTEM. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFECTED AREAS. 3) ROOF: PROSET OR EQUAL, MANUFACTURED PVG SCHEDULE 40 PIPE SLEEVE WITH WATERPROOF SEAL. F. REMOVE ALL PIPING TO BE DEMOLISHED BACK TO PIPE MAIN OR EDGE OF PROJECT AREA, AND GAP COORDINATE WITH ROOFING CONTRACTOR AND FLASH AS REQUIRED TO MAINTAIN ROOF WARRANTY. PIPE. 4) PLUMBING VENTS: FLASH ROOF VENT INTO ROOFING SYSTEM A5 REQUIRED BY THE ROOFING G. PIPING AND DUCTS EMBEDDED IN FLOORS, WALLS, AND CEL.ING5 MAY REMAIN IF 5UGH MATERIALS 00 CONTRACTOR TO MAINTAIN EXISTING ROOF WARRANTY. ALL PLUMBING VENT TERMINALS SHALL NOT INTERFERE WITH NEW IN5TALLATIONS. PIPING AND DUCTS TO REMAIN SHALL BE APPROVED BY THE TERMINATE A MINIMUM OF 12" ABOVE ROOF OR EQUAL TO HEIGHT OF PARAPET, WHICHEVER 15 GREATER. ARCHITECT. REMOVE MATERIALS ABOVE ACCE55113LE GEILIN05. DRAIN AND GAP PIPING AND PUGT5 ALLOWED TO REMAIN ABOVE GEILING OR BELOW FLOOR, CONGEALED FROM VIEW, EXCEPT AS OTHER1,45E (S. PROVIDE CHROME PLATEP ESCUTCHEONS ON ALL PIPE ENTERING FINISHED AREAS. NOTED. PATCH FLOOR TO MATCH EXISTING. -1. INSULATION ANP DUCT LINING: H. PIPE AND PUGT SHALL BE CONGEALFID WITH NEW OR EXISTING CONSTRUCTION WHENEVER POSSIBLE, UNLE55 INDICATED OTHERWI5E. A. ALL INSULATIONS ANP ACCESSORIES SHALL HAVE A FIRE HAZARD GL.A55IFICATION WITH A FI -AME SPREAD RATING OF NOT OVER 25, A FUEL CONTRIBUTION RATING OF NOT OVER 50, AND A SMOKE DEVELOPED RATING OF NOT OVER 50, IN ACCORDANCE WITH NFPA. B. PIPE INSULATION - ABOVE GRADE: 1) THE PIPING INSULATION USED SHALL. HAVE A THERMAL CONDUCTIVITY OF 0.2-1 Btu PER in/hr"Sg1`t•F1 OR LE55. 2) FIBERGLASS INSULATION WITH FACTORY APPLIEP VAPOR BARRIER, A5J JACKET, FACTORY APPLIED PRE55URE SEALING LONGITUDE LAP JOINT, NO STAPLES, ZE5TON PREMOLDED PVG FITTING COVERS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFA(-TURER'5 RECOMMENDATIONS. 3) FLEXIBLE CLOSED CELL ELA5TOMERIG THERMAL INSULATION, UN5LIT OR PRE5LIT WITH PRESSURE SENSITIVE ADHESIVE SYSTEM FOR CLOSURE AND VAPOR SEALING, EQUAL TO ARMSTRONG AP ARMAFLEX OR ARMAFLEX 2000, 4) FOR NON CIRCULATING SYSTEMS, THE FIRST 3 FEET OF INLET AND OUTLET PIPING BETWEEN THE TANK AND THE HEAT TRAP (INCLUDING THE HEAT TRAP) MUST BE INSULATED. 5) INSULATION SCHEDULE: a) DOMESTIC GOLF WATER 1/2" b) DOMESTIC HOT WATER 1-1/2" d) CONDENSATE DRAINS INSIDE BUILDING 1/2" FL-UMBINO FIXTURE 5GHEDULE: (OR EQUAL) HWC HANDIGAP WATER GL05ET: AMERICAN STANDARD, #2577.100, "CADET", 1.6 GALLON FLUSH, 17" HIGH ELONGATED BOWL, FLOOR MOUNTED, FLOOR OUTLET, TANK TYPE, VITREOUS CHINA, PRESSURE ASSISTED 51PHON-JET AGTION, OPEN FRONT SEAT WITH GHEGK HINGE AND LESS GOVER, CHROME PLATED ANGLE STOP AND RISER. HANDLE ON WIDE SIDE OF FIXTURE. L1 HANDIGAP LAVATORY, WALL HUNG: AMERICAN STANDARD, #0555.012, "LUCERNE", 20"X 15", VITREOUS GHINA, FRONT OVERFLOW, +2355.150 VANDAL -RESISTANT FAUGET WITH SINGLE METAL LEVER HANDLE #7725.01b OFFSET GRID ELBOW DRAIN AND 1-1/4" TAILPIEGE, CHROME PLATED GAST BRASS P -TRAP WITH GLEANOUT (MOUNTED PARALLEL WITH WALL_), GHROME PLATED ANGLE STOPS AND RISERS, IN5ULATE EXPOSED DRAIN, WATER SUPPLIES, AND VALVES WITH PROWRAP SEAMLE55 MOLDED CLOSED CELL VINYL INSULATION. IWH TANKLESS HOT WATER HEATER:5TIEBEL ELTRON MINI 5.5-1,120 VOLT, 5.5 KW. M`/ MIXING VALVE: WATTS, #I_FU56-5, THERMOSTATIC, CONTROLLED MIXING VALVE, LEAD FREE BRONZE BODY, LOGKED TEMPERATURE ADJUSTMENT GAP (VANDAL RESISTANT), COPPER ENCAPSULATED THERM05TAT A55EMBLY WITH BRA55 SHUTTLE, 5TAINLE55 STEEL SPRINGS, INTEGRAL CHEGK VALVES ON HOT AND GOLD INLETS. (SET TO 110°F). A55E 1070 LI5TED. EWG ELEGTRIG WATER COOLER: OASIS, #P08AG5L, BARRIER FREE TWO -STATION WATER COOLER, 8.0 OPH, 50 DEGREES F WATER WITH qO DEGREES F AIR TEMPERATURE, 120 VOLT, GOLOR TO BE SELECTED BY ARGHITF-GT AFTER AWARD OF GONTRAGT, FRONT AND SIDE ANTIMIGROBIAL PUSH PADS, ANITMIGROBIAL FLEX BUBBLERS, GHROME PLATED CAST BRA55 P -TRAP WITH GLEANOUT, GHROME PLATED LOOSE KEY ANGLE STOP, FLOOR MOUNTED GARRIER AND GANE APRON. PLUME3INO FIXTURE BRANGH PIPING 5GHEDULE FIXTURE HA5TE VENT GH HH HATER GLOSET (TANK TYPE) 5" 2" 1/2'r - __.......... _............. .____.____--------- ---........ ................. ........ __....__..._..--- — - --....._...__........... ---..__........__._._.._._.__... ._...__.... _- LAVATORY 1-1/4" 1-1/4" 1/2" 1/2" ELEGTRIG HATER GOOLER (BI -LEVEL) 1-1/2" 1-1/2" 1/2" - - FLOOR DRAIN 2" 2" - - - - NOTE: INDIVIDUAL VENTS FOR FIXTURES ON PLANS AND RISER DIAGRAMS HAVE BEEN INGREASED WHERE HORIZONTAL VENT LENGTH 15 IN EXGESS OF THE MAXIMUM D15TANGE INDICATED 5Y THE GORE. WALL PENETRATION DETAIL SCALE: NONE 'F OUNP ALL EDGES 'I6HT WITH -ITY GAULKIN6 D A5 NDED 15Y _URER THEY LOCAS 1 TE C 324 Eastland Drive Decatur, CA 30030 o: 404.378.7431 I e: trey(ytreylucas.com www.treylucas.com ENG"INEERE ^ INCORPORATE 5720 Reeder Shawnee, KS 66203 (913)262-177 I CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 (his drawing has been prepared by the Engineer, or under his supervision. This drawing is provided as an instrument of service by the DesignerJEngineer and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, Ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer/Engineer. Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited © 2017 EIC Engineers, Inc. I , Sea I: 7/18/2017 No. 78271 STATE OF 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: MECHANICAL/PLUMBING SPECIFICATIONS Sca le: Drawing No. MPO of: Issue Data 6.28.17 .-W MEGHANIC,AL/PLUMBINC6 SYMi30LS ® EXHAUST GRILLE/FAN �T NEW DUGTWORK 52"X14" SIZE OF REGTANGULAR DUCT 611cD SIZE OF ROUND DUCT �---� FLEXIBLE DUGTWOfRK f FLEXIBLE GONNEGTION TO FAN --O FLOOR PLAN NOTE DESIGNATION S.A. SUPPLY AIR R.A. RETURN AIR EXH. EXHAUST AIR -pgpQ- TRANSITION IN DUGT SIZE FDO ELBOW WITH TURNING VANES �-- MANUAL VOLUME DAMPER -� q- MANUAL VOLUME DAMPER r r 51-LITTE9 DAMPER WITH - -V - - 5ANITARY VENT PIPING BELOW GRADE - HORIZONTAL REGULATOR — - - — SUPPLY AIR DUGT UP/DOWN D RETURN AIR DUGT UP/DOWN -1-� EXHAUST AIR DUGT UP/DOWN O GHANGE IN ELEVATION UP (UP) DOWN (DN) - -HWG IN DIREGTION OF FLOW RTU -1 SCHEDULED MEGHANIGAL EQUIPMENT I-- I— SOIL AND WASTE PIPING BELOW FLOOR/GRADE SOIL AND WA5TE PIPING ABOVE FLOOR/GRADE V SANITARY VENT PIPING ABOVE GRADE - -V - - 5ANITARY VENT PIPING BELOW GRADE - 0OME5TIG GOLD WATER PIPING — - - — OOMESTIG HOT WATER PIPING D EQUIPMENT DRAIN LINE -1-� PIPING TURNING DOWN O PIPING TURNING UP - -HWG 66-128 --t�+-- TEE TOP CONNECTION - -- 1 11-- UNION -pgpQ- BACKFLOW PREVENTER FDO FLOOR DRAIN FGO FLOOR GLEAN OUT WGO rte- WALL GLEAN OUT —I+--- VALVE —---� GHEGK VALVE ® GONNEGT TO EXISTING I.E. INVERT ELEVATION OF PIPE ® MATGH MARKS ON PLUMBING RISER DIAGRAM /-- 5" VTR } } 1- 74 r EWG%2 L1 2"- 2 1 4. HWG ......... _...._ .._ �...._._..— --- r I 2 2' S' I ESTE 4 VENT MEGHANIGAtL GENERAL NOTES: 1. GOOROINATE ALL WORK WITH OTHER TRADES AND EXISTING CONDITIONS AS REQUIRED TO PROPERLY INSTALL ALL 5Y5TEM5 AS INTENDED, WITHIN THE GONFINES OF THE 5PAGE5 AVAILABLE, AND WITHOUT INTERFERENGE5. 2. TH15 GONTRAGTOR SHALL PERFORM ALL WORK INOIGATED AND/OR A5 REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE MEGHANIGAL AND PLUMBING SYSTEMS. 5. INSTALL ALL DUGT, PIPE, ETC. A5 HIGH A5 POSSIBLE. 4. DUGT 51ZE5 SHOWN ARE ACTUAL SHEET METAL SIZES AND INGLUDE AN ALLOWANCE FOR DUGT LINER WHERE APPLIGABLE. 5. PROVIDE FLEXIBLE GONNEGTION BETWEEN DUGTWORK AND EXHAUST FANS, AND OTHER MOTORIZED EQUIPMENT. 6, NO DUGT OR PIPING SHALL BE ROUTED OVER THE TOP OF ELEGTRIGAL PANELS. -I. ALL MATERIALS EXPOSED WITHIN PLENUMS SHALL BE NONGOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A 5MOKE-1:;)EVELOPE0 INDEX OF NOT MORE THAN 50 WHEN TESTED IN AGGORDANGE WITH A5TM E 54.IN5TALL ALL PIPE, ETG. A5 HIGH AS P05515LE. Z. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOGATION5 AND MOUNTING HEI6HT5 OF FIXTURES. q. REFER TO ARGHITECTURAL i 5TRUGTURAL DRAWIN05 FOR REQUIREMENT5 FOR SUPPORTING PIPING, EQUIPMENT, ETC,. FROM THE 5TRUGTURE. PROVIDE ADDITIONAL STEEL AS REQUIRED TO PROPERLY SUPPORT SYSTEMS FROM THE STRUGTURE. 10. 5AWGUT EXISTING FLOOR A5 REQUIRED FOR IN5TALL.ATION OF UNDERFLOOR PIPING. PATGH FLOOR TO MATCH EXI5TING. 11, GONTRACTOR TO TEST WATER PRESSURE ON SITE AND PROVIDE PRE55URE REDUGING VALVE ON WATER 5ERVIGE IF PRESSURE 15 OVER 80 P51. MEGHANIGAI-/PLUMBING PLAN NOTES: O SUPPORT FAN FROM STRUCTURE AS REQUIRED. O ROUTE 6"d7 EXHAUST DUGT THRU WALL TO WALL GAP AS REQUIRED AND AS PER DETAIL. SEAL PENETRATION WEATHERTIGHT. Q GONNECT 3/4" GW TO EXISTING GW PIPING A5 REQUIRED. VERIFY EXAGT LOCATION OF EXISTING GW PIPE PRIOR TO INSTALLATION OF ANY PIPING. O GONNEGT WA5TE TO EXI5TING WASTE PIPING A5 REQUIRED. VERIFY EXACT SIZE, LOGATION AND DEPTH OF EXI5TIN6 WA5TE PIPE PRIOR TO IN5TALLATION OF ANY PIPING. OLOCATION OF 5" VTR. VERIFY 10' GLEARANGE FROM ALL OUTDOOR AIR INTAKES. SEAL PENETRATION WEATHERTIGHT. GUT EXISTING ROOF AND FLASH INTO ROOF AS REQUIRED. ALL ROOFING WORK SHALL BE PERFORMED BY LANDLORD'S ROOFING GONTRAGTOR (AT THIS GONTRAGTOR'S EXPENSE) TO MAINTAIN EXI5TING ROOF WARRANTY. VERIFY APPROVED ROOFING GONTRAGTOR WITH LANDLORD PRIOR TO PERFORMING WORK. OINSTANTANEOU5 WATER HEATER LOGATED BELOW SINK/LAV. 5UPPORT FROM WALL PER THE MANUFAGTURE5 REQUIREMENT5. Y2" I I 1-11 1 MV1 1 I EWG UL It EXTERNAL STATIC, P. IN. WG. RPM ELEGTRIGAL �2 1 CONTROLS IWH VOLT/4/HZ FLOOR.................... _..---- - --- - - .._..._.. - - - -- - -HWG HOT $ GOL P WATEK PLUMBING RISER DIAGRAMS. NONE - EXHAUST FAN SCHEDULE MARK MFGR MODEL GFM EXTERNAL STATIC, P. IN. WG. RPM ELEGTRIGAL FAN TYPE CONTROLS NOTES VOLT/4/HZ PWR EF --1 GOOK 66-128 -15 0.1 -150 120/1/60 21 W GEILING EXH. SWITCH 1 NOTES: 1. PROVIDE GEILING GRILLE, INTEGRAL BAGK DRAFT DAMPER, VARI-5PEED CONTROLLER (NEAR FAN AND ABOVE GEILING), AND WALL GAP FOR UNIT. 0) E 0 4- MECHANICAL/PLUMBING PLAN NORTH SGALE: 1/4" = 1'-0" T R EY LU CAS .A R C H I T E C TU 324 Eastland Drive Decatur, GA 300.30 o: 404.378.7431 e: trey@treylucas.com www.treylucas.com ?20 Reeder Shawnee, KS 66203 (913)262-177 CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 This drawing has been prepared by the Engineer, or under his supervision. This drawing is provided as an instrument of service by the DesigneriEngineer and is intended for use on this project only. Pwsuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, Including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the DusigneriEngineer. Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited. 0 2017 ©C Engineers, Inc. sea I: 7/18/2017 \����� � •8;..::�t/� iii/,. 'y• CEN •�. No. 78271 •; s s STATE OF •;� ��� iilllli�� t 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: MECHANICAL/PLUMBING PLAN Scale: Drawing No. M Pok I of: leaue Pate 6.28,17