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HomeMy WebLinkAbout3606 Orlando Dr (a)/A bo bo W 0 W Ou ar-) � OH 00 H v2--) ACOUS. ACOUSTICAL MACH. MACHINE ADJ. ADJUSTABLE MAX. MAXIMUM A.F.F. ABOVE_ FINISH FLOOR MECH. MECHANICAL_ ALU M. 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 BRG. BEARING M.W. MICROWAVE OVEN CAB. CABINET N. NORTH CEM. CEMENT NC NON—COMBUSTIBLE CER. CERAMIC N.I.C. NOT IN CONTRACT C.I.P. CAST IN PLACE NO. OR # NUMBER C. J. CONTROL JOINT N.T.S. NOT TO SCALE CLG. CEILING O.T.O. OUT TO OUT CLO. CLOSET 0. C. ON CENTER CLR. CLEAR O.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 OPNC. OPENING CORR. CORRIDOR OPP, OPPOSITE_ CTSK. COUNTERSUNK PL L. PLATE CNTR. COUNTER P. LAM. PLASTIC LAMINATE CTR. CENTER PLAS. PLASTER CU. FT. CUBIC FOOT PLYWD. PLYWOOD CT. `(D. 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 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/REINFORCING EL AST. F_LASTOMERIC REQ. REQUIRED EL. ELEVATION RESIL. RESILIENT ELECT. ELECTRICAL RM. ROOM ELEV. ELEVATOR R. 0. 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 T. 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 GALV. GALVANIZED TEN. TENANT G. B. GRAB BAR TER. TERRAZZO G.C. GENERAL CONTRACTOR T.& G. TONGUE AND GROOVE GL. GLASS THK. THICK GLAZ. GLAZING T. P. TOP OF PAVEMENT GND. GROUND T. 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.O. HOLD OPEN UR. URINAL HT. HEIGHT VERT. VERTICAL H. V. A. C. HEATING/VENTILATION/AIR VEST. VESTIBULE CONDITIONING W WEST I.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. LIGHT L.S.D. LIQUID SOAP DISPENSER K.P. KEYPAD N E b C N VANILLA B 0 A 3606 South i Sym[ba� La0end f-1-1 IV«� 4 OO DOOR NUMBER O MILLWORK ELEVATION 7.1 Toy TOILET ACCESSORIES o� PARTITION TYPE 1 1 1 1—HOUR PARTITION X1 X1 EXISTING 1—HOUR PARTITION X2 X2 EXISTING 2—HOUR PARTITION C EXISTING COLUMN GRID C3ao�do�c� ��c�f�oor� H�arrG� DIRECTION OF VIEW SECTION NUMBER 0.0 CROSS REFERENCE SHEET O.0 Myra [11, u Leint I DIRECTION OF VIEW 1 Z ELEVATION NUMBER 0.0 • CROSS REFERENCE SHEET FINISIi—OUr4' Sanford, FL 32773 PD�c>i'lcc-�� PROJECT NAME: VANILLA BOX WORK Seminole Centre 3606 South Orlando Drive Sanford, FL 32773 PROJECT DESIGNED IN ACCORDANCE WITH: 214 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 NAT! ANAL ELECTRICAL CODE (NEC) 2014 FLORIDA ACCESSIBILITY CODE — ADA 2014 FLORIDA ENERGY CODE OCCUPANCY TYPE: GROUP B — BUSINESS ACCOUNTING OFFICE CONSTRUCTION TYPE: EXISTING CONSTRUCTION TYPE IIB, FULLY SPRINKI_ERED INTERIOR FINISH OUT MAXIMUM TRAVEL DISTANCE = "150' MAX. W/ SPRINKLERS OCCUPANT LOAD / BUILDING AREA: VANILLA BOX SPACE 1,2.40 S.F. TOTAL__ 1,240 S.F SCOPE OF WORK__ INTERIOR i"NISH OUT OF 1,240 S.F. © 1/100 S.F. = 12 OCCUPANTS 12 A.1 FLOOR PLAN 8c NOTES A. 2 CEILING PLAN NOTES E.0 ELECTRICAL SPEC E.1 ELECTRICAL_ PLANS MPO MECHANICAL/PLUMBING SPEC MP1 MECHANICAL/PLUMBING PLAN HR BLOCK General Notes 1. Contract documents to be utilized for the purpose of this project will be AIA Documents A101, standard form of ProJ 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. 2. All existing conditions shall be verified by the General Contractor. Failure to verify the existing conditions shall not relieve General Contractor of any expenses or responsibilities resulting from that failure. 6. Contractor or subcontractors wishing to substitute materials must submit two Sets of shop drawings or specifications to Project Manager for approval. (No Exceptions)-- 7. All work to be guaranteed for one year or according to manufacturer's guarantee, whichever is longer, except A/C unit corepressor which shall be guaranteed for a minimum of five years. 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 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 L[VFL 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. 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" THE ARCHITECT IS NOT RESPONSIBLE FOR ACCESSIBILITY STANDARDS/ADA OUTSIDE OF LEASE SPACE. :0 Reeder Shawnee, KS 66203 (913)262-17 CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 51 Q5 Seal: (P ® w '919 21 " go �y�n®°rd"m�seoao '"�� � ' 7.` 8.`I7 DECEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: INDrEOX LEGEND ABBREVIATIONS Scale: N.T.S. Drawing No. of: Issue Date 7.18.17 n SINGLE PIPE MULTI—PIPE DUCT 10 CLOSURE PENETRATION 4 5 PENETRATION 6 PENETRATION STRUCTURE ABOVE PARTITION RATING PRIORITY 2 HOUR FIRE/SMOKE RATED BARRIER "I (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) WRAP 5/8" F.R. GYP. BD. AROUND STUD 0 HEAD, JAMB & SILL OF CUT OUT. — 9 000 _11 CE IN LIN 2 SIM. 3 C TR -FT1 J I T PARTITION RATING PRIORITY 2 HOUR FIRE/SMOKE RATED BARRIER "I (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) 5/8" F.R. GYP. BD. EA. SIDE F.R. GYP. BD. EACH (2 LAYERS EA. SIDE 0 2 HR. PARTITIONS) (2 LAYERS EACH SIDE BOX PENETRATION OVER HR. PARTITION) 16 SQ. IN. DEPTH EQUALS BELOW STUD DEPTH FIRE LAMINATED 5/8" F.R. o GYP. BD. 1 � WRAP 5/8" F.R. GYP. BD. AROUND STUD 0 HEAD, JAMB & SILL OF CUT OUT. RUNNER TRACK ABOVE AND BELOW PENETRATION Will,lic IN .• 3" = 1'-0" U L# - U425 '8" F.R. GYP. BD. EACH )E (2 LAYERS EACH SIDE 2 HR. PARTITION) ADER TRACK ABOVE & LOW DUCTWORK CUTOUT ZE RESISTANT SEALANT CH SIDE OF WALL DUCT DAMPER 0 LOCATIONS SHOWN ON MECH. PLANS OR REQ'D. BY CODE CK VOIDS -FIGHT WITH JERAL WOOL BATTS :TAL STUDS DUCT T TI TAI L 311 11-011 PACK VOIDS TIGHT W/ MINERAL WOOL BATTS d TOP OF STUD — n o /J N 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 311 a 11-011 3" 1'-011 •j. 5/8" F.R. GYP. BD. EACH SIDE (PROVIDE 2 LAYERS 0 2 HR. PARTITION) METAL STUD METAL CORNER BEAD (TYP) UL# - U425 ".TIPLE OR CONDUIT RESTOP UL# _ WL7007 STUD TRACK W/ 2" FLANGES SECURED TO STRUCTURAL DECK W/ STEEL FASTENERS AT 12" O.C. .00R SLAB _..__. ....=TAL FORMS AS REQUIRED 311 1-011 U L# - CAJ 1140 SEAL PERIIMETER EACH SIDE W/ SEALANT (MIN. 1/2" THICK F.R. SEALANT 0 RATED WALLS) MET. STUD NOT ANCHORED TO TRACK FOR PERIMETER RELIEF 5/8" GYP. BD. — PROVIDE (2) LAYERS EA. SIDE 0 2 HR. PARTITION ANCHOR SCREW UL# - HW®0003 311 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 0 RATED WALLS) 7/%// STUD TRACK ANCHORED TO FLOOR STRUCTURE 1 -HR. -UL# - U425 HIGHER PRIORITY WALLS CONTINUOUS FHROUGH - INTERSECTIONS 311 m 11-011 FIRE RESISTANT SEALAI FLUSH W/ TOP SURFA( OF FLOOR OR W/ BOTF SURFACES OF WALL 5/8" F.R. GYP. BD. EACH SIDE (2 LAYERS EACH SIDE 0 2 HR. PARTITION) HEADER TRACK ABOVE & BELOW PIPE CUTOUT FIRE RESISTANT SEALANT EACH SIDE OF WALL SINGLE PIPE OR CONDUIT RIGIDLY SUPPORTED FIRESTOP COLLAR AT LARGE NONMETALLIC PIPE METALLIC SLEEVE AT VENTED NONMETALLIC PIPING SYSTEMS METAL STUDS UL# - WL2093 (L2123 IL2070 IL1035 SINGLE OR MULTIPLE METALLIC PIPE OR CONDUIT SEAL PERIMETER WITH FIRE RATED SEALAN F INTERIOR PARTITION REF. PLANS FOR TYPES & LOCATIONS MECH. & ELEC. BOXES 16 SQ. IN. MAX. SINGLE BOX. AGGREGATE AREA NOT TO EXCEED 100 SQ. IN. PER 100 S.F. WALL Ld LL XO oV) M w L'9 0 z z� 0V) <r 0 z N �a- F <0 F cV) o (L 1 1/211 '® 11.011 UL# - U425 01" wmff r 8" F.R. GYP. BD. EACH )E (2 LAYERS EACH SIDE 2 HR. PARTITION) ADER TRACK ABOVE & LOW PIPE CUTOUT CK VOIDS TIGHT WITH 4ERAL WOOL BATTS MULTIPLE PIPES OR CONDUIT RIGIDLY SUPPORTED E RESISTANT SEALANT CH SIDE OF WALL _EL WIRE MESH )ERE REQUIRED) TAL STUDS PACK VOIDS TIGHT W/ MINERAL WOOL BATTS MINIMUM 4 1/2" THICK CONCRETE WALL OR FLOOR OR UL CLASS-- IFIED CONCRETE BLOCKS 311 1'-011 U L# - CAJ 1149 U L# - CAJ 3041 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. 311 1'-011 I<] U L# - WWS0003 Seal.,�������� 0)10 0 S ,/ O LICn...'-. +.. O "r 0 Y� °° 919 1 0 M y 1 n Y } ° oleeoo C',:� F,vsa QAR GaI� 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: PENETRATION DETAILS Scale: N. .S. Drawing No. /.Of: Issue Dake 7.18.17 PACK VOIDS W/ MINERAL WOOL BATTS 3/8.. L5/8" F.R. GYP. BD. EA. SIDE (2 LAYER` 2 HR. PARTITIONS) 311 1'-011 I<] U L# - WWS0003 Seal.,�������� 0)10 0 S ,/ O LICn...'-. +.. O "r 0 Y� °° 919 1 0 M y 1 n Y } ° oleeoo C',:� F,vsa QAR GaI� 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: PENETRATION DETAILS Scale: N. .S. Drawing No. /.Of: Issue Dake 7.18.17 DESIGN CRITERIA D-1 CODES: - FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL - ASCE 1-10 "MINIMUM DESIGN LOADS FOR BUILDING5 AND OTHER STRUCTURES" D-2 DESIGN DEAD LOADS: ROOF 20 PSF CONCRETE 150 PGF DESIGN LIVE LOADS: ROOF 20 PSF D-3 DE51GN WIND SPEED: vult = 140 MPH (3 SECOND GUST) PER FIGURE 1609A vaed = 108 MPH PER SECTION 1609.3.1 RISK CATEGORY II ( PER TABLE 1604,50 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 GCPf = +/- 0.1a ASSUMPTIONS: A. BUILDING 15 ASSUMED TO BE ENCLOSED AS DEFINED BY SECTION 1609.2 FBG B. THE BUILDING 5AT15FIE5 THE REQUIR)=M^NTS OF SECTION 1609.6 "ALTERNATE ALL -HEIGHTS METHOD" AND ALL STRUCTURAL MEM3I=R3, CLADDING, FASTENERS, AND SYSTEMS PROVIDING THE STRUCTURAL INTEGRITY OF THE BUILDING HAVE BEEN DESIGNED FOR LOADS FROM TABLES LISTED IN ASCE 1-10 CHAPTER 21 - DIRECTIONAL PROCEDURE OF ASCE -1. C. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS, I.E.. DOORS, WINDOWS, JAMBS, ROOFING, ETC, SHALL BE DESIGNED AND FASTENED TO RESIST DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING, AS SHOWN ON PLAN. D. ALL PRE -MANUFACTURED MAIN WIND FORCE RESISTING COMPONENTS, I.E. TRU55E5 SHALL BE DESIGNED TO RESIST MAIN WIND FORCE RESISTING DESIGN FORCES, AS SPECIFIFP 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 E PROTECTED WITH AN IMPACT RESISTAN7 COVERING. � REQUIREMENTS r A 1551 T ST of ASTM 1996 I. GLAZED OPI=KINGS LOCATED WITHIN 30 FT Or ,RADE SHALL MEET THE REQUIR.-M..NT.� OF THE LARGE M LE E E 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 5UHROOMS, BALCONIES OR ENCLOSED PORCHES CONSTRUCTED UNDER EXISTING ROOFS OR DECKS ARE NOT REQUIRED TO BE PROTECTED PROVIDED THE SPACES ARE SEPARATED FROM THE BUIL DING INTERIOR BY A WALL AND ALL OPENINGS IN THE SEPARATING WALL ARE PROTECTED IN ACCORDANCE WITH SECTION 1609.1.2 ABOVE. 5UG14 SPACES SHALL BE PERMITTED TO BE DESIGNED AS EITHER PARTIALL-i 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 5EI5MIC: ZONE 0 D-5 ASSUMED ALLOWABLE BEARING CAPACITY OF 2000 PSF. IF SITE CONDITIONS DO NOT ALLOW FOR ASSUMED ALLOWABLE BEARING CAPACITY CONTACT ENGINEER. GENERAL NATES G-1 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 RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. G-3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITI` LINES FROM ALL DAMAGE DURING CONSTRUCTION. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERW15E REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. G-5 COORDINATE STRUCTURAL 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 51MILAR SITUATION ELSFWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL 15 SHOWN. G-1 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION 15 MISSING OR IS IN CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER G -a THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS 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 DRAWING5 514ALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RE5PON515I1-ITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND N5TALL A COMPLETE STRUCTURE. G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENGINEER 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 A15C "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION. 5-2 MATERIAL SHALL CONFORI" 1 TO THE FOLLOWING, EXCEPT AS NOTED: STRUCTURAL STEEL: CaRADFE A572 (Fy - 50 ksl) ANGLES AND PLATES: A5TM A36 (Fy = 36 ksl) ANCHOR BOLTS AND MACHINE BOLTS: ASTM A301 OR A36, STRUCTURAL STEEL TUBING± ASTM A500, GRADE B, TYPE E OR S HEADED STUD ANCHORS ASTM AlOa GRADE 5 1010 THRU 1020 5-3 UNLESS NOTED OTHERWISE, ALL BOLT5 SHALL BE 5/a" DIAMETER A-325 AND SHALL BE BEARING TYPE CONNECTIONS. 5-4 ALL SHOP AND FIELD WELDING SHALL BE DONE 57" CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AW5 DI.1 "STRUCTURAL WELDING CODE," LATEST EDITION. 5-5 USE EUOXX ELECTRODES FOR ALL WELDING UNLESS NOTED OTHERWISE. GRIND SMOOTH ALL EXPOSED WELDS. 5-6 DO NOT WEI-D TO EMBEDS UNTIL CONCRETE HAS CURED AT LEAST 12 HOURS, USE APPROPRIATE WELDING PROCESSES TO LIMIT HEAT BUILDUP IN EMBED TO AVOID PLATE EXPANSION AND CRACKING OF CONCRETE. 6-1 HEADED STUD ANCHORS 5HALL BE A301 AS MANUFACTURED BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO AIDS D1.1 STRUCTURAL WELDING CODE. S -a SURFACE PREPARATION AND SHOP PAINTING OF ALL STRUCTURAL STEEL MEI'IBERS 5HALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "CODE OF STANDARD PRACTICE "OF A15C. 5-9 SHOP PAINT -METAL ALKYD -OIL PRIMER, ANY OF THE FOLLOWING: SEE ARCHITECT FOR PREFERRED COLOR. MANUFACTURER DE5IGNATION PORTER NO. 296 MOBILE No, 13Fa12 TINEMIC NO. 1009 AMERON NO, 5102 AMERCOAT. 5-10 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 S5PC-PAI, SHOP FIELD AND MAINTENANCE PAINTING. APPLY PAINT IN SUFFICIENT VOLUME OR COATS TO PROVIDE A MINIMUM DRY FILM THIC-KNE55 OF AT LEAST 3 t -1I1-5 FAIT NOT MORE THAN 5 MILS. 5-11 GROUT UNDER BEARING PLATES 5HALL BE NUN -METALLIC, NON-5HRINK TYPF WITH A COMPRE551VE STRENGTH OF AT LEAST 6000 PSI IN 1 DAYS. VIBROPRUF 011, t3Y LAMBERT CORPORATION, OR ACCEPTED SU55TITUTE. NEW FILLED CELLS PER DETAIL D/51 DOOR DESIGN PRESSURES C+) 33.1, (-) 3/0.1 PSF ULTIMATE DESIGN PRESSURE (+) 20.2, (-) 22.0 PSF ALLOWABLE DESIGN PRESSURE PROPOSED PERSONAL DOOR SEE ARCH. DWG'5. STEEL ANGLE HEADER -SEE DETAIL REAR DOOR PLAN STEEL LINTEL FOR EXISTING OPENING OPENING SUPPORT ANGLE AND BOLTS (GALVANIZED) Ban loom 311'-4" TO 5'-4" J"x6" TITENS Q 16" D.G. DESIGN CRITERIA D-1 CODES: - FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL - ASCE 1-10 "MINIMUM DESIGN LOADS FOR BUILDING5 AND OTHER STRUCTURES" D-2 DESIGN DEAD LOADS: ROOF 20 PSF CONCRETE 150 PGF DESIGN LIVE LOADS: ROOF 20 PSF D-3 DE51GN WIND SPEED: vult = 140 MPH (3 SECOND GUST) PER FIGURE 1609A vaed = 108 MPH PER SECTION 1609.3.1 RISK CATEGORY II ( PER TABLE 1604,50 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 GCPf = +/- 0.1a ASSUMPTIONS: A. BUILDING 15 ASSUMED TO BE ENCLOSED AS DEFINED BY SECTION 1609.2 FBG B. THE BUILDING 5AT15FIE5 THE REQUIR)=M^NTS OF SECTION 1609.6 "ALTERNATE ALL -HEIGHTS METHOD" AND ALL STRUCTURAL MEM3I=R3, CLADDING, FASTENERS, AND SYSTEMS PROVIDING THE STRUCTURAL INTEGRITY OF THE BUILDING HAVE BEEN DESIGNED FOR LOADS FROM TABLES LISTED IN ASCE 1-10 CHAPTER 21 - DIRECTIONAL PROCEDURE OF ASCE -1. C. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS, I.E.. DOORS, WINDOWS, JAMBS, ROOFING, ETC, SHALL BE DESIGNED AND FASTENED TO RESIST DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING, AS SHOWN ON PLAN. D. ALL PRE -MANUFACTURED MAIN WIND FORCE RESISTING COMPONENTS, I.E. TRU55E5 SHALL BE DESIGNED TO RESIST MAIN WIND FORCE RESISTING DESIGN FORCES, AS SPECIFIFP 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 E PROTECTED WITH AN IMPACT RESISTAN7 COVERING. � REQUIREMENTS r A 1551 T ST of ASTM 1996 I. GLAZED OPI=KINGS LOCATED WITHIN 30 FT Or ,RADE SHALL MEET THE REQUIR.-M..NT.� OF THE LARGE M LE E E 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 5UHROOMS, BALCONIES OR ENCLOSED PORCHES CONSTRUCTED UNDER EXISTING ROOFS OR DECKS ARE NOT REQUIRED TO BE PROTECTED PROVIDED THE SPACES ARE SEPARATED FROM THE BUIL DING INTERIOR BY A WALL AND ALL OPENINGS IN THE SEPARATING WALL ARE PROTECTED IN ACCORDANCE WITH SECTION 1609.1.2 ABOVE. 5UG14 SPACES SHALL BE PERMITTED TO BE DESIGNED AS EITHER PARTIALL-i 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 5EI5MIC: ZONE 0 D-5 ASSUMED ALLOWABLE BEARING CAPACITY OF 2000 PSF. IF SITE CONDITIONS DO NOT ALLOW FOR ASSUMED ALLOWABLE BEARING CAPACITY CONTACT ENGINEER. GENERAL NATES G-1 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 RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. G-3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITI` LINES FROM ALL DAMAGE DURING CONSTRUCTION. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERW15E REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. G-5 COORDINATE STRUCTURAL 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 51MILAR SITUATION ELSFWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL 15 SHOWN. G-1 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION 15 MISSING OR IS IN CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER G -a THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS 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 DRAWING5 514ALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RE5PON515I1-ITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND N5TALL A COMPLETE STRUCTURE. G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENGINEER 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 A15C "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION. 5-2 MATERIAL SHALL CONFORI" 1 TO THE FOLLOWING, EXCEPT AS NOTED: STRUCTURAL STEEL: CaRADFE A572 (Fy - 50 ksl) ANGLES AND PLATES: A5TM A36 (Fy = 36 ksl) ANCHOR BOLTS AND MACHINE BOLTS: ASTM A301 OR A36, STRUCTURAL STEEL TUBING± ASTM A500, GRADE B, TYPE E OR S HEADED STUD ANCHORS ASTM AlOa GRADE 5 1010 THRU 1020 5-3 UNLESS NOTED OTHERWISE, ALL BOLT5 SHALL BE 5/a" DIAMETER A-325 AND SHALL BE BEARING TYPE CONNECTIONS. 5-4 ALL SHOP AND FIELD WELDING SHALL BE DONE 57" CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AW5 DI.1 "STRUCTURAL WELDING CODE," LATEST EDITION. 5-5 USE EUOXX ELECTRODES FOR ALL WELDING UNLESS NOTED OTHERWISE. GRIND SMOOTH ALL EXPOSED WELDS. 5-6 DO NOT WEI-D TO EMBEDS UNTIL CONCRETE HAS CURED AT LEAST 12 HOURS, USE APPROPRIATE WELDING PROCESSES TO LIMIT HEAT BUILDUP IN EMBED TO AVOID PLATE EXPANSION AND CRACKING OF CONCRETE. 6-1 HEADED STUD ANCHORS 5HALL BE A301 AS MANUFACTURED BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO AIDS D1.1 STRUCTURAL WELDING CODE. S -a SURFACE PREPARATION AND SHOP PAINTING OF ALL STRUCTURAL STEEL MEI'IBERS 5HALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "CODE OF STANDARD PRACTICE "OF A15C. 5-9 SHOP PAINT -METAL ALKYD -OIL PRIMER, ANY OF THE FOLLOWING: SEE ARCHITECT FOR PREFERRED COLOR. MANUFACTURER DE5IGNATION PORTER NO. 296 MOBILE No, 13Fa12 TINEMIC NO. 1009 AMERON NO, 5102 AMERCOAT. 5-10 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 S5PC-PAI, SHOP FIELD AND MAINTENANCE PAINTING. APPLY PAINT IN SUFFICIENT VOLUME OR COATS TO PROVIDE A MINIMUM DRY FILM THIC-KNE55 OF AT LEAST 3 t -1I1-5 FAIT NOT MORE THAN 5 MILS. 5-11 GROUT UNDER BEARING PLATES 5HALL BE NUN -METALLIC, NON-5HRINK TYPF WITH A COMPRE551VE STRENGTH OF AT LEAST 6000 PSI IN 1 DAYS. VIBROPRUF 011, t3Y LAMBERT CORPORATION, OR ACCEPTED SU55TITUTE. NEW FILLED CELLS PER DETAIL D/51 DOOR DESIGN PRESSURES C+) 33.1, (-) 3/0.1 PSF ULTIMATE DESIGN PRESSURE (+) 20.2, (-) 22.0 PSF ALLOWABLE DESIGN PRESSURE PROPOSED PERSONAL DOOR SEE ARCH. DWG'5. STEEL ANGLE HEADER -SEE DETAIL REAR DOOR PLAN STEEL LINTEL FOR EXISTING OPENING OPENING SUPPORT ANGLE AND BOLTS (GALVANIZED) 4"x3,2 "xg " ANGLE LLV W1 311'-4" TO 5'-4" J"x6" TITENS Q 16" D.G. SCALE: 1/4 ll= 1'-I]'I INSIDE SET ANGLE IN EPDXY GROUT EXISTING MASONRY WALL STEP I-k`3REAK OPEN MASONRY CELLS AND GROUT SOLID OUTSIDE STEEL ANGLE SEE SCHEDULE FOR SIZE AND BOLT SPACING SEE STEP I -BREAK OPEN SCHEDULE MASONRY CELLS AND GROUT SOLID o 0 0o �i. MIN STFEL MIN- 8" ANGLE SEE 8 SCHEDULE FC`� SIZE -- AND E30LT SPACING STEP 2 5AWCUT EXISTING NEW OPENING, EXI5TINCz MASONRY BLOCK AND INSTALL - WALL ANGLE PRIOR TO REMOVAL OF BLOCK FOR THE NEW GROUT AND REINFORCE OPENING / ADJACENT GELL5 PER I DETAIL 5/51 STEP 3-SAWCUT 4 LMETHODICALLY REMOVE MA50NRY WALL OPENING DETAIL__. UNCOVER EX151TNG HEADER 4 CONTACT ENGINEER 4"x3" TAP CONS AT all O.G. PRE -ENGINEER STOREFRONT GLAZING SYSTEM DE5IGNED FOR INDIGATED DESIGN PRESSURE 14°x3" TAP CONS AT 8 O.C. STOREFRONT I N STALLATI O N SCALE 112`--l'-0" NOTE 1 ASSUMED LIGHT GAUGE WALL, CONTRACTOR TO UNDERGOVER FOR INSPECTION. DO NOT REMOVE ANY COLUMN OR MASONRY WALL WITHOUT ENGINEER'S REVIEW AND P0551BLE REVISION TO DESIGN \---REMOVE WALL AND MODIFY STOREFRONT FOR NEW GLAZING TO S3 MATCH EXISTING STOREFRONT DESIGN PRESSURES (+) 33.1, (-) 36.1 PSF ULTIMATE DESIGN PRESSURE (+) 20.2, (-) 22.0 PSF ALLOWABLE DESIGN PRESSURE PROPOSED FRONT STOREFRONT MODIFICATION DRILL AND EPDXY "5 VERT REINF v 48" O.G. INTO SOLID CONC. GROUT CELL SOLI EXISTING 8" MASONRY WALL INSTALL DOWEL FROM BELOW AND DRILL AND EPDXY INTO TOP OF EXISTING FOOTING (MIN\ 5" EC'1BED) EXISTING 4" CONC 5LA5 ON GRADE EXI5TING FOOTING -'---EXISTING 8" MA50 WALL SAU CUT FACESHE I EXI5TING / FOOTING SCALE: 1/4"= I' -O" PUMP GROUT FROM TOP 5AWCUT FACESHELL OF '1ASONRY WALL "5 VERT REINF 'w 48" O.C. OR AS SHOWN ON THE PLAN EAN OUT TYP° REINFORCEMENT DE EXISTING CELL SCALE 112'=I' -O" �t mteaursrmi �t n [Q 0 �n s <t 1 Z � In �: -0 Q, 2 Z N k➢ a U] O w W ? O I, ,,, w = cr,v Lj U) )- L - H U n w csw_>i,i F- t�L.__r.sr,-ni7i wwun3 �- v w�- ,, sa-_w rr.ni,)u-rte pL'15 ow w w=» =s rr_=xGT—w�C) - -CtwE. f--w0oo- r-wmC(_) 111 51 P, lilt I IN-111m."Im z L9 ''u1 w a n ko m I,1 FY ❑ ❑ Q Q I 7 a Q ly 0 L z ul InQ k-0 0 (T) E 0 u 0 u 2 �o o E� N @J N w ~ `n z J Q C 0 w—A w.� p L O w } 7 0 A�nQ Q ry �J 4 w r).� w o -E z t c� Lw U c, c-, FIRE MARSHAL NOTES_ \A 1 1 1/2" = 1'-0" 1. SUBMIT DRAWINGS TO F.M. 2. (FIRE ALARM CONTRACTOR) SHALL OBTAIN A FIRE ALARM SYSTEM 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 NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.9, 2012 EDITION, SHALL BE INSTALLED IN EACH RESTROOM. ADDITIONAL EMERGENCY LIGHTING MAY BE REQUIRED UPON FIELD INSPECTION. 6. (FIRE ALARM SYSTEM) TO BE PROVIDED IN ACCORDANCE WITH NFPA 72, 2012 EDITION. 7. (AUDIBLE/VISUAL) SIGNAL APPLIANCES COMPLYING WITH THE REQUIREMENTS OF RULE 120-3-20-.39 FLORIDA ACCESSIBILITY CODE AND NFPA 72, 2012 EDITION SHALL BE PROVIDED. 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 MONITORED OR AT A CONSTANTLY LOCATION BY TRAINED PERSONNEL. 9. (EXIT DOORS) SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE, NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.2.1.5.1, 2012 EDITION. 10. (FIRE EXTINGUISHERS) IN ASSEMBLY OCCUPANCIES SHALL BE LOCATED PER THE REQUIREMENTS OF NFPA 10. THE SIZE SHALL BE A MINIMUM OF -2--A-10-BC,-2-ARE REQUIRED AND SHALL BE INSTALLED AT A MAXIMUM OF 48" ABOVE THE FINISHED FLOOR TO THE TOP OF THE HANDLE, (1) ONE FIRE EXTINGUISHER IS REQUIRED FOR EACH TENANT SPACE. 11. PROVIDE (SUITE DESIGNATION) ON ALL EXTERIOR DOORS; MINIMUM SIZE OF 4". 12. THE (STREET NUMBER/BUILDING NUMBER) MUST BE VISIBLE FROM THE STREET THAT PROVIDES DRIVEWAY ACCESS TO THE PROPERTY AND PLACED ON A CONTRASTING BACKGROUND THAT PROVIDES 24 HOUR VISIBILITY. THE STREET NUMBER MUST ALSO MEET ONE OF THE FOLLOWING SIZE REQUIREMENTS: IF THE STREET NUMBER IS PLACED WITHIN 15 FEET OR LESS OF 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 STREET NUMBER SHALL BE POSTED IN FIGURES AT LEAST 6 INCHES IN HEIGHT. INTERNATIONAL FIRE CODE, CHAPTER 5, SECTION 505.1, 2012 EDITION. 13.(DOORS) GENERAL SHALL MEET THE REQUIREMENTS OF THE NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.2.1, 2012 EDITION. 14.TENANT DEMISING WALLS OR (FIRE BARRIERS) ARE TO BE _1_ HOUR FIRE RATED CONSTRUCTION THAT EXTENDS FROM THE FLOOR TO THE UNDERSIDE OF THE ROOF OR FIRE RATED FLOOR DECK WITH ALL OPENINGS SEALED TIGHT PER NFPA 101 LIFE SAFETY CODE, CHAPTER 8, SECTION 8.2.3.1.1, 2012 EDITION. 15. IDENTIFICATION OF (FIRE BARRIERS) SHALL BE BY SIGNS OR STENCILING PERMANENTLY INSTALLED ON ALL RATED BARRIERS OR WALLS, ABOVE ANY DECORATIVE CEILING AND/OR IN CONCEALED SPACES. THE LETTERING SHALL BE 2" IN HEIGHT AND SPACED EVERY 12 FT. THE FOLLOWING WORDING IS RECOMMENDED "_1 -HOUR FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS", PER NFPA 101 LIFE SAFETY CODE, CHAPTER 8, SECTION 8.2.2.2, 2012 EDITION. GENERAL NOTES: ALL DOORS W/ THRESHOLDS SHALL BE ADA COMPLIANT W/ ADA THRESHOLDS NO MORE THAN 1/2". MAX. 112" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING MATERIAL. OFFSETS GREATER THAN 1/4" REQUIRE A MAX. OF 45" BEVEL. 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 KEYING BY OWNER ALL EXTERIOR DOOR LANDINGS GRADES SHALL HAVE A SMOOTH TRANSITION TO ADJACENT PAVED SURFACE. PROVIDE 18" CLEAR ON PULL SIDE AND 12" ON PUSH SIDE AT STRIKE SIDE OF ALL DOORS. NO THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED ON ANY DOORS UNLESS OPERATED BY A SINGLE ACTION W/ A LEVER. THE FLOOR SHALL BE LEVEL ON BOTH SIDES OF DOOR. ELEVATION SHALL BE MAINTAINED FOR A DISTANCE AT LEAST EQUAL TO WIDTH OF WIDEST LEAF OF DOOR. 2012 NFPA 101 LIFE SAFETY CODE, CHAPER 7, SECTION 7.2.1.3, 2012 EDITION. ALL DOORS MUST MEET GENERAL REQUIREMENTS OF 2012 NFPA 101 LIFE SAFETY CODE, CHAPER 7, SECTION 7.2.1 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--EASTING STRUCT. ABOVE--E)USIING STRUCT. ABOVE \\ CONTINUOUS 5' TRACK MOUN IED TO 3 5/8' MIL SNU BRACING !) ROOF STRUCTURE EW 1 - 20 x 3/4" \LCLG. 48' O.C. W/ OTHSIMPSONDIR HU W/ AL 7ERNAlTNG SELF TAPPING SCRE AT 12" O.C. BRACIPIO IN DOTH DIRECTIONS REF. 3A/A.1 REF. 3B/A.1 CLG. MATERIAL -REFER CLG. MATERIAL -REFER RM. FINISH SCHED. & REP ECTED FINISH SCHED. & REP ECTED CLG. FOR LOCATION, TYPE & HEIGHT �. FOR LOCATION, TYPE & HEIGHT SOUND BATT. INSUL WHERE SPECIFIED -REF. ROOM FIN. SCHED. ® ,M,FTo STUDS 3 bjq' ME r. STUDS 8 16 O.C.-25 GA. 5/9' F.R. GYP. 5/8' F.R. GYP.80. EA. SIDE BD. EA. SIDE 7/8' BATT INSULATION CONRNUOUS 3 5/8' TRACK ATTACH W/ HILTI ON -32 0 32' O.C. CONTINUOUS B' TRACK BASE AS SCHEDULED I LHASE AS SCHEDULED �Aj 1 -HOUR RATED WALL, UL,} 0465 GC TO USE I.C.B.O. RATED METAL STUDS, CC TO USE I.C.U.O. RATED METAL STUDS, SUCH AS U.S.O. WITH A NER-211, 9/94 RATING. SUCH AS U.S.G. WITH A NER-211, 9/94 RATING. CONSTRUCTION NOTES: 1. CHANGE HVAC UNIT FILTERS AT COMPLETION OF CONSTRUCTION. 2. ALL ROOF WORK MUST BE COORDINATED WITH LANDLORD AND PERFORMED BY (LL) ROOFING CONTRACTOR, SO WARRANTY ISN'T VOIDED. 3. ALL COVER PLATES SHALL BE WHITE. 4. TYPICAL WALLS TO BE PAINTED WITH EGGSHELL FINISH UNLESS OTHERWISE NOTED (U.O.N.) 5. REFER TO FINISHES AND MILLWORK PLANS FOR ADDITIONAL SPECIFICATIONS. 6. G.C. TO PREP FLOOR AND WALLS AS REQUIRED TO RECEIVE NEW FINISH. 7. CONTRACTOR TO PROVIDE DOORS, FRAMES, STOPS, MUTES, AND BUTTS THROUGHOUT FOR A COMPLETE INSTALLATION. 8. ALL MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 9. FINAL PROFESSIONAL CLEANUP BY G.C. 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 (+/-) 1 PRIME & 2 FINISH, EXCEPT MECH. ONLY NEEDS 2. 12. NO EXPOSED P.V.C. PIPING OR EXPOSED COPPER PIPING.(NO EXCEPTIONS) 13. REFER TO MECHANICAL, ELECTRICAL & PLUMBING SHEETS FOR MEP DESIGN & SPECIFICATIONS. 14. NO SEALERS OR FINISHES TO BE APPLIED UNTIL FLOORS ARE SWEPT AND MOPPED CLEAN. 15. ALL PARTITIONS ARE TYPE "A" UNLESS OTHERWISE NOTED (U.O.N.). 16. G.C. TO FIELD VERIFY & COORDINATE DIMENSIONS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. 17. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. 18. REFER TO ELEVATIONS AND SECTIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 19. MAX. 1/2" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING MATERIAL. OFFSETS GREATER THAN 1/4" REQUIRE A MAX. OF 45" BEVEL. 20. DIMENSIONS ARE TO THE FINISHED FACE, FACE OF MASONRY OR COLUMN LINE CENTER, U.O.N. 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 VERIFY DIMENSIONS TO ASSURE THAT SUFFICIENT QUANTITIES OF MATERIAL ARE ORDERED TO COMPLETE THE WORK. 25. INFORMATION CONTAINED IN THESE DOCUMENTS ARE BASED ON FIELD MEASUREMENTS AND MAY REQUIRE ADJUSTMENTS &/OR MODIFICATIONS TO CONFORM TO EXISTING CONDITIONS. THE OWNER SHALL APPROVE ADJUSTMENTS IN ACCORDANCE WITH DESIGN INTENT. IN NO CASE SHALL SAID ADJUSTMENTS REDUCE THE QUALITY OF CONSTRUCTIONS OR REDUCE THE PROJECTS CONFORMANCE TO STATE AND LOCAL CODES AND ORDINANCES. 26. ALL TELEPHONE AND COMMUNICATIONS WIRING, WHETHER IN THIS CONTRACT OR UNDER SEPARATE CONTRACT, MUST BE AIR PLENUM APPROVED OR IN CONDUIT. 27. DO NOT SCALE DRAWINGS, IF DRAWINGS ARE IN QUESTIONS, OBTAIN CLARIFICATION FROM TREY LUCAS AT (404)378-7431 PRIOR TO CONTINUING CONSTRUCTION. 28. WORK SHALL COMPLY WITH THE A.D.A. REQUIREMENTS. CONSULT ARCHITECT IF MOUNTING HEIGHTS AND CLEARANCES ARE IN DOUBT. 29. MISCELLANEOUS HVAC AND PLUMBING WORK NOT SPECIFICALLY NOTED ON THE DRAWINGS SHALL COMPLY WITH THE APPLICABLE FEDERAL, STATE AND LOCAL CODES. 30. ANY MATERIALS OR EQUIPMENT SUBSTITUTIONS WITHOUT PRIOR APPROVAL WILL RESULT IN REPLACEMENT WITH CORRECT MATERIALS OR EQUIPMENT AS SPECIFIED AT THE SOLE COST TO GENERAL CONTRACTOR. 31. DIMENSIONS MARKED "CLEAR" INDICATE A MINIMUM CLEARANCE THAT MUST BE MAINTAINED. ANY DISCREPANCIES MUST BE REPORTED TO TREY LUCAS ARCHITECTURE & CONSTRUCTION, LLC BEFORE CONSTRUCTION BEGINS. DOOR c_, LUTEDOR STEEL ROOF OR LOCATION FLODECK ABOVE. DOOR FRAME THRESHOLD JAMB EXISTING METAL DECK HRDWR NEST 3 5/8" x 18 GAUGE REMARKS STUDS BETWEEN JOIST TOP CHORDS WITH 3 HEIGHT #6-20 x 3/4" SELF ----METAL FRAMING AT HEAD TO DRILLING SCREWS TO ALLOW 1/2' DEFLECTION USING UNDERSIDE OF DECK. SHORT CUT STUDS, DOUBLE SECURE 3 5/6" x 22 TOP TRACKS OR PROPRIETARY GAUGE METAL STUD DEFLECTION TRACK. BRACE AT 48" O.C. WITH ASTEN GYPSUM BOARD TO #10 SCREWS AT EACH I STUDS ONLY. DO NOT FASTEN END.. TO TOP TRACK. TYPICAL ATTACHMENT PARTITION HEAD DEQ L FIRE MARSHAL NOTES_ \A 1 1 1/2" = 1'-0" 1. SUBMIT DRAWINGS TO F.M. 2. (FIRE ALARM CONTRACTOR) SHALL OBTAIN A FIRE ALARM SYSTEM 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 NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.9, 2012 EDITION, SHALL BE INSTALLED IN EACH RESTROOM. ADDITIONAL EMERGENCY LIGHTING MAY BE REQUIRED UPON FIELD INSPECTION. 6. (FIRE ALARM SYSTEM) TO BE PROVIDED IN ACCORDANCE WITH NFPA 72, 2012 EDITION. 7. (AUDIBLE/VISUAL) SIGNAL APPLIANCES COMPLYING WITH THE REQUIREMENTS OF RULE 120-3-20-.39 FLORIDA ACCESSIBILITY CODE AND NFPA 72, 2012 EDITION SHALL BE PROVIDED. 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 MONITORED OR AT A CONSTANTLY LOCATION BY TRAINED PERSONNEL. 9. (EXIT DOORS) SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE, NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.2.1.5.1, 2012 EDITION. 10. (FIRE EXTINGUISHERS) IN ASSEMBLY OCCUPANCIES SHALL BE LOCATED PER THE REQUIREMENTS OF NFPA 10. THE SIZE SHALL BE A MINIMUM OF -2--A-10-BC,-2-ARE REQUIRED AND SHALL BE INSTALLED AT A MAXIMUM OF 48" ABOVE THE FINISHED FLOOR TO THE TOP OF THE HANDLE, (1) ONE FIRE EXTINGUISHER IS REQUIRED FOR EACH TENANT SPACE. 11. PROVIDE (SUITE DESIGNATION) ON ALL EXTERIOR DOORS; MINIMUM SIZE OF 4". 12. THE (STREET NUMBER/BUILDING NUMBER) MUST BE VISIBLE FROM THE STREET THAT PROVIDES DRIVEWAY ACCESS TO THE PROPERTY AND PLACED ON A CONTRASTING BACKGROUND THAT PROVIDES 24 HOUR VISIBILITY. THE STREET NUMBER MUST ALSO MEET ONE OF THE FOLLOWING SIZE REQUIREMENTS: IF THE STREET NUMBER IS PLACED WITHIN 15 FEET OR LESS OF 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 STREET NUMBER SHALL BE POSTED IN FIGURES AT LEAST 6 INCHES IN HEIGHT. INTERNATIONAL FIRE CODE, CHAPTER 5, SECTION 505.1, 2012 EDITION. 13.(DOORS) GENERAL SHALL MEET THE REQUIREMENTS OF THE NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.2.1, 2012 EDITION. 14.TENANT DEMISING WALLS OR (FIRE BARRIERS) ARE TO BE _1_ HOUR FIRE RATED CONSTRUCTION THAT EXTENDS FROM THE FLOOR TO THE UNDERSIDE OF THE ROOF OR FIRE RATED FLOOR DECK WITH ALL OPENINGS SEALED TIGHT PER NFPA 101 LIFE SAFETY CODE, CHAPTER 8, SECTION 8.2.3.1.1, 2012 EDITION. 15. IDENTIFICATION OF (FIRE BARRIERS) SHALL BE BY SIGNS OR STENCILING PERMANENTLY INSTALLED ON ALL RATED BARRIERS OR WALLS, ABOVE ANY DECORATIVE CEILING AND/OR IN CONCEALED SPACES. THE LETTERING SHALL BE 2" IN HEIGHT AND SPACED EVERY 12 FT. THE FOLLOWING WORDING IS RECOMMENDED "_1 -HOUR FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS", PER NFPA 101 LIFE SAFETY CODE, CHAPTER 8, SECTION 8.2.2.2, 2012 EDITION. GENERAL NOTES: ALL DOORS W/ THRESHOLDS SHALL BE ADA COMPLIANT W/ ADA THRESHOLDS NO MORE THAN 1/2". MAX. 112" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING MATERIAL. OFFSETS GREATER THAN 1/4" REQUIRE A MAX. OF 45" BEVEL. 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 KEYING BY OWNER ALL EXTERIOR DOOR LANDINGS GRADES SHALL HAVE A SMOOTH TRANSITION TO ADJACENT PAVED SURFACE. PROVIDE 18" CLEAR ON PULL SIDE AND 12" ON PUSH SIDE AT STRIKE SIDE OF ALL DOORS. NO THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED ON ANY DOORS UNLESS OPERATED BY A SINGLE ACTION W/ A LEVER. THE FLOOR SHALL BE LEVEL ON BOTH SIDES OF DOOR. ELEVATION SHALL BE MAINTAINED FOR A DISTANCE AT LEAST EQUAL TO WIDTH OF WIDEST LEAF OF DOOR. 2012 NFPA 101 LIFE SAFETY CODE, CHAPER 7, SECTION 7.2.1.3, 2012 EDITION. ALL DOORS MUST MEET GENERAL REQUIREMENTS OF 2012 NFPA 101 LIFE SAFETY CODE, CHAPER 7, SECTION 7.2.1 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--EASTING STRUCT. ABOVE--E)USIING STRUCT. ABOVE \\ CONTINUOUS 5' TRACK MOUN IED TO 3 5/8' MIL SNU BRACING !) ROOF STRUCTURE EW 1 - 20 x 3/4" \LCLG. 48' O.C. W/ OTHSIMPSONDIR HU W/ AL 7ERNAlTNG SELF TAPPING SCRE AT 12" O.C. BRACIPIO IN DOTH DIRECTIONS REF. 3A/A.1 REF. 3B/A.1 CLG. MATERIAL -REFER CLG. MATERIAL -REFER RM. FINISH SCHED. & REP ECTED FINISH SCHED. & REP ECTED CLG. FOR LOCATION, TYPE & HEIGHT �. FOR LOCATION, TYPE & HEIGHT SOUND BATT. INSUL WHERE SPECIFIED -REF. ROOM FIN. SCHED. ® ,M,FTo STUDS 3 bjq' ME r. STUDS 8 16 O.C.-25 GA. 5/9' F.R. GYP. 5/8' F.R. GYP.80. EA. SIDE BD. EA. SIDE 7/8' BATT INSULATION CONRNUOUS 3 5/8' TRACK ATTACH W/ HILTI ON -32 0 32' O.C. CONTINUOUS B' TRACK BASE AS SCHEDULED I LHASE AS SCHEDULED �Aj 1 -HOUR RATED WALL, UL,} 0465 GC TO USE I.C.B.O. RATED METAL STUDS, CC TO USE I.C.U.O. RATED METAL STUDS, SUCH AS U.S.O. WITH A NER-211, 9/94 RATING. SUCH AS U.S.G. WITH A NER-211, 9/94 RATING. CONSTRUCTION NOTES: 1. CHANGE HVAC UNIT FILTERS AT COMPLETION OF CONSTRUCTION. 2. ALL ROOF WORK MUST BE COORDINATED WITH LANDLORD AND PERFORMED BY (LL) ROOFING CONTRACTOR, SO WARRANTY ISN'T VOIDED. 3. ALL COVER PLATES SHALL BE WHITE. 4. TYPICAL WALLS TO BE PAINTED WITH EGGSHELL FINISH UNLESS OTHERWISE NOTED (U.O.N.) 5. REFER TO FINISHES AND MILLWORK PLANS FOR ADDITIONAL SPECIFICATIONS. 6. G.C. TO PREP FLOOR AND WALLS AS REQUIRED TO RECEIVE NEW FINISH. 7. CONTRACTOR TO PROVIDE DOORS, FRAMES, STOPS, MUTES, AND BUTTS THROUGHOUT FOR A COMPLETE INSTALLATION. 8. ALL MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 9. FINAL PROFESSIONAL CLEANUP BY G.C. 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 (+/-) 1 PRIME & 2 FINISH, EXCEPT MECH. ONLY NEEDS 2. 12. NO EXPOSED P.V.C. PIPING OR EXPOSED COPPER PIPING.(NO EXCEPTIONS) 13. REFER TO MECHANICAL, ELECTRICAL & PLUMBING SHEETS FOR MEP DESIGN & SPECIFICATIONS. 14. NO SEALERS OR FINISHES TO BE APPLIED UNTIL FLOORS ARE SWEPT AND MOPPED CLEAN. 15. ALL PARTITIONS ARE TYPE "A" UNLESS OTHERWISE NOTED (U.O.N.). 16. G.C. TO FIELD VERIFY & COORDINATE DIMENSIONS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. 17. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. 18. REFER TO ELEVATIONS AND SECTIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 19. MAX. 1/2" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING MATERIAL. OFFSETS GREATER THAN 1/4" REQUIRE A MAX. OF 45" BEVEL. 20. DIMENSIONS ARE TO THE FINISHED FACE, FACE OF MASONRY OR COLUMN LINE CENTER, U.O.N. 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 VERIFY DIMENSIONS TO ASSURE THAT SUFFICIENT QUANTITIES OF MATERIAL ARE ORDERED TO COMPLETE THE WORK. 25. INFORMATION CONTAINED IN THESE DOCUMENTS ARE BASED ON FIELD MEASUREMENTS AND MAY REQUIRE ADJUSTMENTS &/OR MODIFICATIONS TO CONFORM TO EXISTING CONDITIONS. THE OWNER SHALL APPROVE ADJUSTMENTS IN ACCORDANCE WITH DESIGN INTENT. IN NO CASE SHALL SAID ADJUSTMENTS REDUCE THE QUALITY OF CONSTRUCTIONS OR REDUCE THE PROJECTS CONFORMANCE TO STATE AND LOCAL CODES AND ORDINANCES. 26. ALL TELEPHONE AND COMMUNICATIONS WIRING, WHETHER IN THIS CONTRACT OR UNDER SEPARATE CONTRACT, MUST BE AIR PLENUM APPROVED OR IN CONDUIT. 27. DO NOT SCALE DRAWINGS, IF DRAWINGS ARE IN QUESTIONS, OBTAIN CLARIFICATION FROM TREY LUCAS AT (404)378-7431 PRIOR TO CONTINUING CONSTRUCTION. 28. WORK SHALL COMPLY WITH THE A.D.A. REQUIREMENTS. CONSULT ARCHITECT IF MOUNTING HEIGHTS AND CLEARANCES ARE IN DOUBT. 29. MISCELLANEOUS HVAC AND PLUMBING WORK NOT SPECIFICALLY NOTED ON THE DRAWINGS SHALL COMPLY WITH THE APPLICABLE FEDERAL, STATE AND LOCAL CODES. 30. ANY MATERIALS OR EQUIPMENT SUBSTITUTIONS WITHOUT PRIOR APPROVAL WILL RESULT IN REPLACEMENT WITH CORRECT MATERIALS OR EQUIPMENT AS SPECIFIED AT THE SOLE COST TO GENERAL CONTRACTOR. 31. DIMENSIONS MARKED "CLEAR" INDICATE A MINIMUM CLEARANCE THAT MUST BE MAINTAINED. ANY DISCREPANCIES MUST BE REPORTED TO TREY LUCAS ARCHITECTURE & CONSTRUCTION, LLC BEFORE CONSTRUCTION BEGINS. DOOR c_, 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 1 MARKAR ARCH. PRODUCTS, B 1921 REINFORCING PIVOT 0 NEW ENTRY/EXIT 3P -O') 7'-0" 1 3/4" ALUM, P-2 ALUM. P-2 1 SIM. 2 2 1 A 1 2 3 O NEW ENTRY/EXIT S-0 7'-0" 1 3/4" HOLLOW METAL P-2 H.M. P-2 1 SIM. 2 2 3 A 1 2 3 4 0 NEW HROOM 3'-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 GENERAL NOTES * CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR PREPARATION TO ASSURE THAT THE NEW FLOOR FINISHES ARE LEVEL AND ARE COMPLETED IN A PROFESSIONAL WORKMANSHIP MANNER. IF GREEN CONCRETE, CONFIRM WITH FLOORING MANUFACTURER ABOUT LAYING ON GREEN/WET CONCRETE. * ANY MATERIALS OR EQUIPMENT SUBSTITUTIONS WITHOUT PRIOR APPROVAL_ BY PROJECT MANAGER WILL RESULT IN REPLACEMENT WITH CORRECT MATERIALS OR EQUIPMENT AS SPECIFIED AT THE SOLE COST TO GENERAL CONTRACTOR. ANY ADDITIONAL WORK AND/OR MATERIALS REQUIRED BY APPLICABI E BUILDING CODES AND REGULATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, FIRE PROTECTION AND LIFE SAFETY EQUIPMENT REQUIRED TO BE INSTALLED IN THE BUILDING AS A RESULT OF BUILDING CONSTRUCTION TYPE, CURRENT LIFE SAFETY CODES OR LOCAL LIFE SAFETY CODES. ALL WORK SHALL BE INSTALLED A SOLE COST OF' LANDLORD. 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, B 1921 REINFORCING PIVOT VERA- Y/PRUVIUE HANUICAPNED UNISEX 5;IGNAUE 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-SARCENT 7U65/ LI_ LEVER / US26D OR EQUAL. L OCKSET-SARGENT 7605/ LL LEVER / US26D OR EQUAL. FLOOR STOP 4381326D CLOSER AT EXTERIOR DOOR TO BE SARGENT 1400 SERIES 8243/LNI LEVER US32D OR EQUAL. EXISTING NEW NOTES: 1. SAFETY GLAZING TO BE PROVIDED WHERE REQUIRED BY IBC SECTION 2406. GLAZING SCHEDULE [NO. DESCRIPTION GLI 1" TEMPERED STOREFRONT DOOR I- L® U U ice"r"LJA"rq MATCH EXISTING A 1 SCALE: 1/4„ = V-0" EXIT SIGN (EX) FIRE EXTINGUISHER EXISTING PULL STATION -STROBE EXISTING STROBE EXISTING 1 -HOUR PARTITION NUMBER OF OCCUPANTS Rdui C T,. 324 Eastland Drive Decatur, GA 30030 o: 404.378.7431 e: trey@treylucas.corn www. trey] ur_as.corn Reeder Shawnee, KS 66203 (913)262-177, CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 IN IN Ili Seal: A 0 9p e� 9 921 am ey �, sdsdysoaroos/�000�o,,,>�ti � k r 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: FLUUKrLAN Scale: 1/4" - 1'-0" Drawing No. Issue Date 7.1X3.'17 CMU FLAS BRAKE MET) WRAP COLU BUILDING P, SEAL INSU SEE 2//B" z 1/z'[ 2 5/B" 1 C4)- H.M. �, = 11-011 HEADER; SEE STRUCT. DWGS. 7'-4" A.F.F. HEAD HEIGHT: SHIM H.M. DOOR FRAME W/ 4" HEAD SLOF INSULATE SEE SCH WEATHER (TYP.) 1/4" AD) THRESHO SEALANT CONC. SI GENERAL NOTES: 1. CEILING NOTES: 1. ALL RECEPTACLES SHALL BE GROUNDED AS REQUIRED BY ARTICLE 250-14. 2. ALL CEILING WORK IS TO BE COORDINATED BETWEEN ARCHITECTURAL AND MECH. 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 SHALT_ 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 TO EXITS WHERE THE EXIT IS NOT IMMEDIATELY APPARENT. 3)_ 11-011 )NCRETE SLAB _F. STRUCTURE e E ND: 0TUKUMVINT 311 = 11-012 0 EXISTING NEW REF. GLAZING ELEVATIONS FOR TYPES ALUMINUM FRAME �J_ �J EXISTING CEILING TILE, GRID & LIGH TOR MAIN— 0 WORi� THIS REA J Ef P RE: ROOM RM ALUM. TUBE FRAME (BEYOI` ALUMINUM DO( FRAME (RE: D SCHEDULE) ALUM. THRESI- SET IN MASTIC (A.D.A. ACCES ADJ. BLADE S EXPANSION AP CONC. FLOOR S PE OF WORK THIS PERMIT A.2 SCALE. 1/491 ® 11-0" IL� 0 TREY LUCASI , M 'T E CT U R E 324 Eastland Drive Decatur, GA 30030 o: 404.373.7431 e: trey@kreylucas.corn www.treylijcas.com 20 Reeder Shawnee, KS 66203 (01:3)262-17' CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FI_ 32640 P: 407.674.7100 Seal:OF P-1- AfC s Im J 921 % �++r 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: (;""EILING PLAN Scale: 1/4" = 1'-0" Drawing No. of: Issue Date - 7.18.17 ELEGTRIGAL SFEGIFIGATIONS 1. GENERAL PROVISIONS: A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, NEGE55ARY FOR THE COMPLETE INSTALLATION OF THE ELECTRICAL 5Y5TEM5 OUTLINED, B. OBTAIN ALL PERMITS, FEES, LICENSES, INSPECTIONS, AND CERTIFICATES OF COMPLIANCE OR APPROVAL A5 RE(-2UIRED BY THE AUTHORITIES. C. ALL WORK SHALL BE PERFORMED IN AGGORDANCE WITH THE LATEST APPROVED EDITION OF THE NATIONAL ELECTRIC CODE (NEC), AND ALL APPLICABLE LAW5, CODES AND RE61)LATION5 OF THE GOVERNMENTAL BODIES HAVING JURISDICTION OVER THE SITE. D. ALL TESTING REQUIRED BY AUTHORITIES SHALL BE CONSIDERED PART OF THIS WORK. E. DURING CONSTRUCTION, ALL FIXTURES, EQUIPMENT, CONDUIT, FTG. SHALL BE COVERED, PLUGGED, OF, 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 AGGEPTANGE. F. PROVIDE ALL NECESSARY GUTTING AND PATCHING OF WALL5, FLOORS, CEILINGS, AND ROOFS A5 NECESSARY. PATCH AROUND ALL OPENINGS SHALL MATCH ADJACENT AREA. GOORDINATE ALL ROOFING WORK WITH OWNER OR RE5PON51BLE PARTY, 50 THAT THE EXISTING ROOFING WARRANTY WILL BE MAINTAINED, G. GONTRAGTOR 5HALL GUARANTEE ALL WORK. AND MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM FINAL AGGEPTANGE. H. GONTRAGTOR SHALL PROVIDE ACCESS PANELS WHERE NECESSARY FOR CONGEALED ELEGTRIAL COMPONENTS. 2. OPERATION AND MAINTENANCE MANUALS: A. DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE OPERATING INSTRUCTIONS, WIRING DIAGRAMS, CATALOG GUTS, LUBRICATION AND PREVENTIVE MAINTENANCE INSTRUCTIONS, PARTS LISTS, ETC. FOR ALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. B. ALL LITERATURE AND INSTRUCTIONS SHIPPED WITH THE EQUIPMENT SHALL BE 5AVED FOR INCLUSION IN THE OPERATION AND MAINTENANCE MANUALS. C. ALL LITERATURE LISTED ABOVE AND ALL PAPERS LISTING WARRANTIE5, ETC. SHALL BE BOUND IN A 3-RIN6 BINDER AND LABELED WITH THE PROJECT NAME, ADDRESS, ARGHITEGT ENGINEER CONTRACTORS, ETC. 3. MANUFACTURERS: A. MANUFACTURERS, MODEL NUMBERS, ETC. INDICATED OR SCHEDULED ON THE DRAWINGS SHALL BE INTERPRETED AS HAVING ESTABLISHED A STANDARD OF QUALITY AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION. ARTIGLE5, FIXTURES, ETC. OF EQUAL QUALITY BY MANUFACTURERS SHALL BE AGGEPTABLE, 5UBJEGT TO STRUCTURAL AND ELECTRICAL CON5TR.AINT5 OF THE PROJECT DESIGN, UNLE55 NOTED OTHERWISE. 4. TESTING, AND BALANCING: A. ALL CIRCUITS SHALL BE TESTED FOR CONTINUITY, SHORTS, AND GROUNDS BEFORE CONNECTING TO THE PROPER PHA5E A5 DESIGNED TO BALANCE THE LOADING BETWEEN PHASES, B. POWER AND LIGHTING PANELS SHALL BE PROPERLY PHASED TO DISTRIBUTE THE LOAD AND SHALL BE CONNECTED AND ADJUSTED TO OPERATE AS SPECIFIED. G. ALL MOTORS AND SIMILAR EOUIPMENT SHALL BE CHECKED FOR PROPER PHASE ROTATION AND OPERATION. 5. RAGEAAY5: A. CONDUIT INSIDE THE BUILDING SHALL BE METALLIC TUBING (EMT), BEARING THE UL LABEL, WITH COMPRESSION TYPE FITTINGS OR. SGR.EW SET FITTINGS. B. CONDUIT EXPOSED TO THE WEATHER, INSTALLED UNDERGROUND, IN CONCRETE, OR USED FOR. SERVICE ENTRANCE SHALL BE STANDARD RIGID CONDUIT (GALVANIZED) WITH THREADED FITTINGS. G. UNDERGROUND CONDUIT MAY BE POLYVINYL CHLORIDE WITH A DEFLECTION TEMPERATURE, UNDER LOAD AT 264 PSI, OF -78 DEGREES G, AND A TENSILE STRENGTH OF 5,200 P51. JOINTS SHALL BE FLUSH SOLVENT AELDED IN AGGORDANGE WITH THE MANUFAGTURER'5 INSTRUCTIONS. CONDUIT SHALL BE EQUAL TO GARLON POWER AND COMMUNICATIONS DUGT TYPE OB (DIRECT BURIAL). CONDUIT AND FITTINGS SHALL BE PRODUCED BY THE SAME MANUFACTURER, D. FLEXIBLE METAL CONDUIT SHALL ONLY BE USED FOR CONNECTIONS TO MOTORS, TRANSFORMERS, AND LIGHT FIXTURES. MAXIMUM LENGTH SHALL BE 6-O". 6. GONDUCTORS: A. WIRE5 SHALL BE CONTINUOUS WITHOUT 5PLIGE5 OR TAPS IN CONDUIT RUNS. ALL SPLICES SHALL BE MADE IN JUNCTION, PULL, OR OUTLET BOXES. ALL WIRE 5HALL BE INSTALLED IN CONDUIT, WIRF_WAYS, OR OTHER PROTECTIVE COVER SANCTIONED BY CODES. B. GONDUGTORS FOR LIGHTING AND POWER SHALL BE COPPER, MINIMUM NO. 12 A.W.G., 600 VOLT. G. NO. 10 GAUGE AND SMALLER CONDUCTORS SHALL BE TYPE THWN (WET LOCATIONS) OR THHN (DRY LOCATIONS), SOLID CONDUCTOR, UNLE55 OTHERWISE INDICATED. D. NO. 8 GAUGE AND LARGER CONDUCTORS SHALL BE TYPE THWN (WET LOCATIONS) OR THHN (DRY LOCATIONS), STRANDED, UNLE55 OTHERWISE INDICATED. _. 5ERVIGE ENTRANGE AND PANEL FEEDER CONDUCTORS, NO. 3 GAUGE AND LARGER SHALL BE TYPE XHHV4-2 (AET LOCATIONS) OR THHN (DRY LOCATIONS), STRANDED COPPER, UNLESS OTHERYNI5E INDICATED. -1. MG GABLE: A. MG GABLE SHALL CONSIST OF INTERLOCK ARMORED GABLE MADE OF THREE OR FOUR TYPE THHN SOLID 06 AWG AND LARGER MAY BE STRANDED) COPPER CONDUCTORS RATED q0°G FOR PRY LOCATIONS, WITH NYLON OR EQUIVALENT UL L15TED JACKET, PER UL STANDARD 83 THE THREE CONDUCTORS 5HALL BE TWI5TIED TOGETHER WITH THE COPPER GROUNDING CONDUCTOR, SUITABLE FILLERS, AND WRAPPED IN BINDER TAPE. THE A55EMBLY SHALL BE ARMORED WITH 5PIRALLY WRAPPED INTERLOCKED ARMOR OF ALUMINUM OR GALVANIZFP STEEL. B. GABLES SHALL BE TESTED IN AGGORDANCE WITH UL STANDARD 156q FOR TYPE MG GABLE AND RATED AT 600 VOLTS, =10 DEG. G FOR DRY LOCATIONS AND -15 DEG. G FOR WET LOCATIONS. 8. WIRING DEVICES: A. WALL 5WITGHE5 SHALL BE SPECIFICATION GRADE, QUIET TYPE, FLUSH TOGGLE 5WITCH, RATED FOR 20 AMPS, WITH THERMOPLASTIC COVER PLATES. 1) SINGLE POLE: HUBBELL #G51221 -X, OR EQUAL. 2) THREE WAY: HUBBELL #G51223 -X, OR EQUAL. 3) A5 SPECIFIED ON PLANS B. RECEPTACLES SHALL BE SPECIFICATION GRADE, DUPLEX, GR.OJNDING, THREE -WIRE TYPE, RATED FOR 20 AMPS, WITH THERMOPLA5TIG COVER PLATES. HUBBELL It,_R5352-X, OR EOUAL, G. GROUND FAULT INTERRUPTER RECEPTACLES (GFI) SHALL BE HUBBELL #6F20 -XL. DEVICE DOVER PLATES SHALL BE A5 HEREINBEFORE 5PEGIFIED. D. 150LATED GROUND RECEPTACLES (IG) SHALL BE HUBBELL 41GR535210, ORANGE COLOR. DEVICE COVER PLATES SHALL BE AS HEREINBEFORE 5PEGIFIED. E. RECEPTACLES OUTSIDE BUILDING AND WHERE NOTED AS WEATHERPROOF, SHALL BE LISTED 'WEATHER- RESI5TANT' HUBBEL #6FTR20-X OR EQUAL AND SHALL BE INSTALLED IN A WEATHERPROOF ENCLOSURE WHIGH SHALL BE INTERMATIG #WP101OMXD OR #WPIOIOHMXD DIEGA5T METAL WEATHERPROOF RECEPTAGLE COVER. COVER SHALL BE WEATHER PROOF RATED WHILE IN USE. F. VERIFY T_-2EVIGE5 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. PANELBOARD5: A. FURNISH AND INSTALL CIRCUIT BREAKER PANELBOAR.D5 AS 5HOWN ON THE DFAYNIN6-5. PANELBOARDS SHALL BE LISTFD BY UL AND 50 LABELED, AND SHALL BE FULLY RATED FOR-. THE VOLTAGE AND CURRENT CAPACITY INDICATED ON THE PANEL 5GHEDULE. PANELB0ARD5 SHALL BE EQUAL TO GENERAL ELEGTRIC TYPE AQ WITH BOLT IN TYPE BREAKERS. PANELBOARD LUGS SHALL BE RATED AT 1) GIRGUIT BREAKER INTERRUPTING CAPACITIES SHALL MEET OR EXCEED THE AVAILABLE RMS SYMMETRICAL FAULT GURRENT5 INDICATED AND AS REOUIRED TO MEET OR EXCEED THE AVAILABLE FAULT CURRENT FROM LOCAL UTILITY. B. CIRCUIT BREAKERS SHALL MEET APPLICABLE PORTIONS OF UL STANDARD 43q AND NEMA AB -L. CIRCUIT BREAKER5 5HALL BE BOLT -ON, GROUP MOUNTED, AMBIENT MAGNETIC, WITH COMMON TRIP, UL RATED TO CARRY 60010 OF NAMEPLATE RATING CONTINUOUSLY IN FREE AIR AT 401 G. GIRGUIT BREAKERS SHALL BE TRIP INDICATING AND FULLY INTERCHANGEABLE WITHOUT DISTURBING ADJACENT UNITS. WIRE TERMINALS SHALL BE RATED -75 DE6REE5 G. THE OPERATING MECHAN15M SHALL BE TRIP -FREE SCJ THAT CONTACTS CANNOT BE HELD CLOSED AGAINST ANY ABNORMAL OVERCIJR.RENT OR 5HOR'I" CIRCUIT C/JNPrnCN. a) BREAKERS SHALL MEET APPLICABLE NEMA AND/OR UL SPEGIFICF TION5. G. PANEL BOARD BOXES SHALL BE GALVANIZED SHEET STEEL WITH AMPLE WIRING GUTTER 5PAGE IN ACCORDANCE WITH NEC. FRONT5 5HALL BE OF SHEET STEEL PAINTED LIGHT GREY OVER. A SUITABLE RUST INHIBITOR PRIMER. PANELBOAR.D5 SHALL BE EQUIPPED WITH ONE PIECE DOOR., GYLINDEFZ TUMBLER TYPE LOCK, DIRECTORY CARD -HOLDER AND OUARTEF, TURN ADJUSTABLE TRIM CLAMPS. D. PANELBOARD INTERIORS SHALL CONSIST OF REINFORCED GALVANIZED SHEET" STEEL FRAMES WITH ALUMINUM BUS BARS AND CIRCUIT BR.EAKER.5, PROPERLY SUPPORTED TO PREVENT VIBRATIONS AND BREAKAGE IN HANDLING. BUS BARS SHALL BE 5EQUEN6E PHASED, PANELBOARD SHALL HAVE A FULL SIZED SOLID ALUMINUM NEUTRAL AND GROUND BUS. E. BUS BAR BRACING SHALL BE UL LISTED AS INDICATED ON DRAWINGS. ADDITIONAL BRA( --NG SHALL BE PROVIDED AS RFOUIREO TO MEET OR EXCEED INDICATED AVAILABLE FAULT CURRENTS. F. DIRECTORY CARDS SHALL BE COMPLETELY FILLED IN BY TYPEWRITER, L15TIN6 CIRCUIT NUMBERS AND LOAD SERVED, INCLUDING EXISTING GIRGUIT5. CIRCUIT BREAKERS SHALL BE IDENTIFIED BY GIRGUIT NUMBER LABELS A5 HEREINBEFORE SPECIFIED. Q E 0 ELEGTRIGAL SFEGIFIGATIONS (GONTINUED) 11. DISCONNECTS: A. DISCONNECTS SHALL BE EXTERNALLY OPERATED, QUIGK-MAKE, QUICK -BREAK, SAFETY, WITH PROVI510N5 FOR PAD LOCKING. FUSED AND NON-FU5ED DISCONNECT 5WITGHE5 SHALL BE PROVIDED A5 INDICATED. B. INDOOR 5WITGHE5 SHALL BE NEMA I AND OUTDOOR 5WITGHE5 SHALL BE NEMA 3R, UNLESS INDICATED OTHERWI5E. 12.FU5E5: A. FUSES PROTECTING CIRCUIT BREAKER PANELS SHALL BE CURRENT LIMITING U.L. CLASS RK -1 FUSES WITH 200,000 AMPERES RM5 5YM INTERRUPTING CAPACITY. FU51NG ELEMENTS SHALL BE SILVER FOR RATINGS ABOVE 60 AMPERES, B. ALL OTHER FUSES SHALL BE U.L. GLASS RK -5, DUAL -ELEMENT WITH A MINIMUM TIME -DELAY OF 10 SECONDS AT 5000/o RATING. FUSES SHALL HAVE GURRENT-LIMITING SHORT-GIRGUIT LINKS AND 200,000 AMPERES RIMS 5YM INTERRUPTING GAPAGITY, FUSING ELEMENTS SHALL BE GOPPER. 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 LI6HT FIXTURE AND THE BUILDING STRUCTURE. 5UPPORT WIRE5 SHALL BE A MINIMUM OF 12 GAUGE GALVANIZED STEEL WIRE, SOFT ANNEALED. B. FIXTURES ARE REQUIRED AT ALL LIGHTING OUTLETS 5HOWN ON THE DRAWIN65. APPROVED LIGHTING FIXTURE WIRE 15 REQUIRED IN ALL FIXTURES AND FIXTURE RAGEWAY5. WEATHERPROOF WIRING I5 REQUIRED FOR EXTERIOR FIXTURES. ALL PARTS OF FIXTURES AND WIRING SHALL BE IN ACGORDANGE WITH NEC REOUIREMENT5. G. ALL FIXTURES SHALL CARRY UL AND ETL LABELS. ALL FLUORESCENT FIXTURE BALLA5T5 SHALL BE HIGH FREQUENCY ELEGTRONIG BALLASTS WITH A "TOTAL HARMONIC DISTORTION" OF LESS THAN 2001b, REGARDLESS OF THE NUMBER OF LAMPS CONNEGTED TO EACH BALLAST AND SHALL HAVE GBM LABEL. ALL FLUORE5GENT FIXTURES IN5TALLED 5HALL INCORPORATE BALLAST PROTECTION. ALL FLUORESCENT BALLA5T5 SHALL HAVE AN AUDIBLE N015E RATING OF "GLASS A" OR BETTER. ALL FLUORESCENT BALLASTS 5HALL HAVE A STANDARD BALLAST FACTOR UNLE55 SPECIFIED OTHERWISE. 14. 5LEEVE5: A. PROVIDE, SET, AND PROPERLY LOCATE PIPE SLEEVES A5 REQUIRED FOR THIS WORK. B. INTERIOR PARTITIONS: 16 GAGE GALVANIZED STEEL, PACK BETWEEN CONDUIT AND SLEEVE WITH FIRE SAFING AND CAULK AT EACH END WITH FIRE RE515TANT SEALANT. G. ROOF: PROSET OR EQUAL, MANUFACTURED PVG SCHEDULE 40 PIPE SLEEVE WITH WEATHERPROOF SEAL. GOORDINATE WITH ROOFING CONTRACTOR AND FLASH AS REQUIRED TO MAINTAIN ROOF WARRANTY. 15. GROUNDING: A. GROUND ALL ELECTRICAL APPARATUS IN ACCORDANCE WITH THE NATIONAL ELECTRIC GODS (NEC) 250, AND ANY LOCAL REQUIREMENT5. INSURE CONTINUOUS BOND YNHERE FLEXIBLE CONDUIT 15 USED. PROVIDE BONDING JUMPER INSIDE ALL FLEXIBLE CONDUIT. B. BOND METAL PIPING 5Y5TEM5 IN COMPLIANCE WITH NEC, 250.4(A)(4). 16. REMODELING WORK: A. DEMOLITION: DI5GONNECT, DEMOLISH AND REMOVE ABANDONED ELECTRICAL MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED AND NOT INDICATED TO BE SALVAGED OR REMAIN. B. EQUIPMENT TO BE SALVAGED: 1) DISCONNECT AND REMOVE EXISTING ELECTRICAL EQUIPMENT INDICATED TO BE REMOVED AND SALVAGED. DELIVER EQUIPMENT TO THE LOCATION DE5IGNATED BY THE OWNER FOR STORAGE. 2) ALL MATERIALS AND EQUIPMENT DE51ONATF-D TO BE REUSED OR RELOCATED 5HALL BE CAREFULLY REMOVED, AND STORED UNTIL NEEDED FOR REMODELING WORK. ALL ITEMS SHALL BE RESTORED TO "LIKE NEW" CONDITION WITH RUST OR CORROSION REMOVED, 5URFAGE PAINT TOUGHED UP OR REPAINTED AS REQUIRED TO MATCH NEW CONSTRUCTION, AND THOROUGHLY GLEANED AND INSPECTED. ANY ITEMS WHIGH BECOME DAMAGED BEYOND REPAIR AS A RESULT OF CONSTRUCTION OR DEMOLITION ACTIVITY SHALL BE REPLACED WITH NEW MATERIAL EQUIVALENT IN EVERY RESPECT. G. DI5PO5AL AND CLEANUP: REMOVE FROM THE 51TE AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS AND EQUIPMENT NOT INDICATED TO BE SALVAGED. D. PROTECT ADJACENT MATERIALS INDICATED TO REMAIN. INSTALL AND MAINTAIN DUST AND NOSE BARRIERS TO KEEP DIRT, DUST, AND N015E FROM BEING TRANSMITTED TO ADJACENT AREAS. REMOVE PROTECTION AND BARRIERS AFTER REMODELING OPERATIONS ARE COMPLETE. E. PROVIDE ALL ALTERATIONS AND REWORK INDICATED AND/OR REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF ALL EXISTING ELEGTRIGAL SYSTEMS, INTEGRATING THE NFJN AND EXISTING AREAS. LOCATE, IDENTIFY, AND PROTECT ELEGTRIGAL SERVICES PASSING THROUGH REMODELING AREA AND SERVING OTHER AREAS OUT51PE THE REMODELING LIMITS. MAINTAIN SERVICES TO AREAS OUT50E REMODELING LIMITS. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFECTED AREAS. 1) ABANDONED CONDUIT SHALL HAVE WIRE REMOVED AND SHALL BE GAPPED. ABANDONED OUTLETS IN AALL5 OR PARTITIONS SHALL HAVE DEVICES AND WIRE REMOVED, AND SHALL BE COVERED. 2) WHERE EXISTING CONDUITS TERMINATE AT AN EXISTING OUTLET IN A HALL, CEILING, OR FLOOR TO BE REMOVED, DISCONNECT AND REMOVE DEVICE AND WIRE FROM CONDUIT. CONDUIT SHALL BE GUT BACK AND GAPPED (BELOW THE FLOOR OR ABOVE THE CEILING) 50 NOT TO CREATE AN 065TRUCTION. PATCH FLOOR TO MATCH EXISTING. 3) WHERE EXISTING CIRCUITS EXTEND BEYOND THE OUTLET IN THE EXISTING WALL, CEILING, OR FLOOR TO BE REMOVED, FURNISH AND INSTALL NEW CONDUIT AND WIRE TO EITHER REROUTE THE CIRCUIT OR FEED THE REMAINING OUTLET(5) FROM ANOTHER ELEGTRIGAL SOURCE, BUT IN SUCH A MANNER A5 NOT TO REV15E THE GIRGUIT. ALL REROUTED CONDUIT SHALL BE APPROVED BY THE ARCHITECT. 4) WHERE EXISTING OUTLETS IN A WALL, CEILING, OR FLOOR TO BE REMOVED ARE ESSENTIAL TO MAINTAIN OPERATION OF OTHER REMAINING OUTLETS, RELOCATE THE OUTLET TO A NEW CONVENIENT LOCATION. EXISTING WIRING DEVICES SHALL NOT BE RBJ5ED, UNLE55 OTHERWI5E INDIGATED. 5) WHERE LIGHTING FIXTURES ARE INDICATED TO BE DEMOLISHED, REMOVE ALL WIRE AND MODIFY THE EXISTING CONDUIT (IF APPLICABLE) FOR THE NEW LIGHTING. ALL UNUSED CONDUIT SHALL BE REMOVED. 6) WHERE A TELEPHONE CIRCUIT EXTENDS BEYOND AN OUTLET IN AN EXISTING WALL, CEILING, OR FLOOR TO BE REMOVED, PROVIDE NECESSARY EMPTY GONDUIT AND NOTIFY THE OWNER WHO WILL REQUEST THE OWNER TO ARRANGE WITH THE TELEPHONE COMPANY FOR NEW WIRING TO OUTLETS THAT REMAIN. -1) WHERE EXISTING CONDUIT AND 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 GONTINUITY OF (;IRGUIT5 UNLE55 OTHERWISE INDICATED. a) CONDUIT SHALL BE CONGEALED WITHIN THE EXISTING BUILDING CONSTRUCTION WHEREVER POSSIBLE, EXCEPT WHERE OTHERN15E INDICATED. q) EXISTING WIRE SHALL BE DISCONNECTED AND REMOVED WHEREVER EXISTING CIRCUITS ARE ABANDONED. 1-7. BOXES IN FIRE RATED ASSEMBLIES: A. OUTLET BOXE5 THAT DO NOT EXCEED 16 501JARF INGHE5 AND IN5TALLED IN FIRE RATED IKALL5 SHALL NOT BE IN5TALLED CLOSER THAN 24" HORIZONTAL INGHE5 TO OTHER OUTLET 5OXE5. B. IF BOXES MUST BE INSTALLED WITHIN 24" OF EACH OTHER THAN BOTH OUTLET BOXES SHALL BE PROTECTED WITH L15TED PUTTY PAD5, 5M FIRE BARRIER MOLDABLE PUTTY + OR EQUAL. NEW PANEL P 120/205\/ 3(17, 4W 200A MLO NEMA 3R 200A DISC SW FUSED AT 200A 0 4#3/0, 1 #6G, 2'G NEW TENANT SPACE DOOR EXIST INKLER DOOR TAP EXI5TING GONDUGTOR5 IN WIREWAY EXIST WIREkNAY I R9 F(B_] EXIST FEEDER =- EXIST GROUNDING PER NEC ELEGTRIGAL GENERAL NOTES: 1. COORDINATE ALL WORK WITH OTHER TRADES AND EXI5TIN6 GONDITION5 AS REG2UIRED TO PROPERLY INSTALL ALL SYSTEMS AS INTENDED, WITHIN THE CONFINES OF THE SPACES AVAIL ABLE, AND WITHOUT INTERFERENCES. 2. IT 15 THE ELECTRICAL GONTRACTOR5 RESPONSIBILITY TO PROPERLY BAr' LANGE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM REGARDLESS OF GIRGUITING INDICATED. 5. ALL EXPOSED RAGEWAY5 SHALL BE IN EMT CONDUIT, MG GABLE 15 NOT PERMITTED IN EXPOSED AREAS. 4. ELECTRICAL CONTRACTOR SHALL REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUIT AND WIRE, ETC. NOT BEING REUSED. DO NOT JUST ABANDON. 5. ELECTRICAL CONTRACTOR TO GOORDINATE MANUFACTURER ELECTRICAL REQUIREMENTS FOR HVAG EaUIPMENT BEING FURNISHED WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. 6. ALL ELEGTRIGAL DEVICES ARE EXISTING AND TO REMAIN UNLESS NOTED OTHERWISE OR CONFLICT WITH NEW CONSTRUCTION. MAINTAIN PROPER OPERATION OF ALL EXISTING ELEGTRIGAL. 7" ALL MATERIALS EXPOSED WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DFVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACGORDANGE WITH ASTM E 84. 5. EACH BRANCH GIRGUIT SHALL HAVE A DEDIGATFD NEUTRAL PER NEG 210.4. q. ALL BRANGH GIRGUITS SHALL BE SIZED TO ALLOW FOR A MAXIMUM OF 3016 VOLTAGE DROP. ALL FEEDERS SHALL BE SIZED TO ALLOW FOR A MAXIMUM OF 2016 VOLTAGE DROP. ELEGTRIGAL CONTRACTOR SHALL VERIFY WIRING INDICATED 15 SUFFICIENT AND INCREASE GONDUGTOR 51ZE AS REQUIRED BASED OFF ACTUAL INSTALLED LENGTH OF CONDUGTORS. 10. ENTIRE BUILDING FIRE ALARM SYSTEM INSTALLATION SHALL BE UL LISTED. GT FT REPLACE EXISTING 400A FUSES WITH NEW 200A FUSES EXIST FEEDER EXISTING PANEL HRB SERVES SPAGE BEING SUBDIVIDED. PER PREVIOUSLY SUBMITTED DRAWINGS, EXISTING LOAD ON PANEL ELECTRICAL R'hISER DIAGRAM SCALE: NONE Typical WlrLg for BZ -150 Power Pack CEILING OCCUPANCY SENS00011 WIRING DIAGRAM IIV EXIST ADJAGENT SPACE PANEL HRB 120/208\/ 3QP, 4W 200A MLO THEY ELEGTRIGAL SYMBOLS LIST GIRGUITING i NOTES SPECIAL MOUNTING HEIGHT FOR A550GIATFD DEVICE (GENTERLINE +46" OF DEVICE) GFI GROUND FAULT CIRCUIT INTERRUPTER DEVICE X ELECTRICAL FLOOR PLAN NOTE WITH DESIGNATION 2 CONDUIT CONGEALED WHERE POSSIBLE OR AS NOTED ARR.OYV5 LPr; INDICATE HOME RUN TO PANEL. CIRCUIT NUMBERS INDIGATED #12 WIRE IN CONDUIT, UNLESS NOTED OTHFRWI5E ON DRAWINGS OR SPECIFICATION GROUNDING CONDUCTOR, #12 WIRE UNLE55 NOTED OTHERWI5E ON DRAWINGS OR SPEGIFIGATION �1 CONDUIT ROUTED UNDER FLOOR/GRADE LIGHTING o FLUORE5GENT FIXTURE WITH TYPE DESIGNATION POWER DEVICES DUPLEX REGEPTACLF, BOTTOM OF BOX AT 16" AFF, UNLESS NOTED OTHERWISE PANEL BOARD, TOP OF BOX 6-0" AFF MOTOR WITH PE516NATION OCCUPANCY SENSORS 1. DUAL TEGHNOLOGYAJLTRASONIG CEILING 5EN50R5 5HALL BE MOUNTED 6' FROM 5UPPLY/EXHAU5T AIR DIFFUSERS. 2. LOW VOLTAGE CEILING SENSORS SHALL BE PROVIDED WITH 6 5L AGK CONDUCTOR COILED AT SENSOR. So I INFRARED OGGUPANGY 5EN50R, WATT STOPPER #PW -100, TOP OF BOX AT 45" AFF NEW PANEL P 120/205\/ 3(17, 4W 200A MLO NEMA 3R 200A DISC SW FUSED AT 200A 0 4#3/0, 1 #6G, 2'G NEW TENANT SPACE DOOR EXIST INKLER DOOR TAP EXI5TING GONDUGTOR5 IN WIREWAY EXIST WIREkNAY I R9 F(B_] EXIST FEEDER =- EXIST GROUNDING PER NEC ELEGTRIGAL GENERAL NOTES: 1. COORDINATE ALL WORK WITH OTHER TRADES AND EXI5TIN6 GONDITION5 AS REG2UIRED TO PROPERLY INSTALL ALL SYSTEMS AS INTENDED, WITHIN THE CONFINES OF THE SPACES AVAIL ABLE, AND WITHOUT INTERFERENCES. 2. IT 15 THE ELECTRICAL GONTRACTOR5 RESPONSIBILITY TO PROPERLY BAr' LANGE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM REGARDLESS OF GIRGUITING INDICATED. 5. ALL EXPOSED RAGEWAY5 SHALL BE IN EMT CONDUIT, MG GABLE 15 NOT PERMITTED IN EXPOSED AREAS. 4. ELECTRICAL CONTRACTOR SHALL REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUIT AND WIRE, ETC. NOT BEING REUSED. DO NOT JUST ABANDON. 5. ELECTRICAL CONTRACTOR TO GOORDINATE MANUFACTURER ELECTRICAL REQUIREMENTS FOR HVAG EaUIPMENT BEING FURNISHED WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. 6. ALL ELEGTRIGAL DEVICES ARE EXISTING AND TO REMAIN UNLESS NOTED OTHERWISE OR CONFLICT WITH NEW CONSTRUCTION. MAINTAIN PROPER OPERATION OF ALL EXISTING ELEGTRIGAL. 7" ALL MATERIALS EXPOSED WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DFVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACGORDANGE WITH ASTM E 84. 5. EACH BRANCH GIRGUIT SHALL HAVE A DEDIGATFD NEUTRAL PER NEG 210.4. q. ALL BRANGH GIRGUITS SHALL BE SIZED TO ALLOW FOR A MAXIMUM OF 3016 VOLTAGE DROP. ALL FEEDERS SHALL BE SIZED TO ALLOW FOR A MAXIMUM OF 2016 VOLTAGE DROP. ELEGTRIGAL CONTRACTOR SHALL VERIFY WIRING INDICATED 15 SUFFICIENT AND INCREASE GONDUGTOR 51ZE AS REQUIRED BASED OFF ACTUAL INSTALLED LENGTH OF CONDUGTORS. 10. ENTIRE BUILDING FIRE ALARM SYSTEM INSTALLATION SHALL BE UL LISTED. GT FT REPLACE EXISTING 400A FUSES WITH NEW 200A FUSES EXIST FEEDER EXISTING PANEL HRB SERVES SPAGE BEING SUBDIVIDED. PER PREVIOUSLY SUBMITTED DRAWINGS, EXISTING LOAD ON PANEL ELECTRICAL R'hISER DIAGRAM SCALE: NONE Typical WlrLg for BZ -150 Power Pack CEILING OCCUPANCY SENS00011 WIRING DIAGRAM IIV EXIST ADJAGENT SPACE PANEL HRB 120/208\/ 3QP, 4W 200A MLO THEY U S . it I`i"ECTU HE 324 Lastland Drive Decatur, CA 30030 o: 404.378.74351 e: trey(gtreylucas.corn www.treylucas.corrl , 4i 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 Designer/Engineer 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 DosignerlEngineer. Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited. 0 2017 BC Engineers, Inc. lea I: 7/18/2017 ���1111111 I 1111 /���� • e No. 81592 • • STATE O z 7. .18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: ELECTRICAL SPEC Sca le: Drawing N®. of: Issue Date • 6.28.17 LIGHT FIXTURE SCHEDULE MARK MANUFAGTURER & VOLTS LAMPS DE5GRIPTION EQUIVALENT NO. GATALOG NUMBER WATT5 FEEDER: SEE R.15ER DIAGRAM Gr r MANUFAGTURER5 AMP5 METALUX 120 5-52W 2X4 FLUORESGENT TROFFER WITH AGRYLIG LENS, nLLIAMS A 2GG8-552A-UNV-EB51- 55 F52T8 ELEGTRONIG BALLAST AND WHITE ENAMEL FINISH LITHONIA DE5G U 1 LI6HTINc'a 20 OR EQUAL 12 DUAL -LITE 120 INCL EXIT LIGHT WITH LED LAMPS, RED LETTERS ON SURE-LITE5 (8) EVE-U-R4N-E 1 50 WHITE BAGKGROUND, UNIVERSAL MOUNT, LITHONIA 3 DPINKINra FOIJNTAIN 20 1 BATTERY BAGKUP OR EQUAL 600 EXITRONIX 120 INCL ARCHITECTURAL EXTERIOR LED EMERGENGY SURE-LITE5 EX TRL-EM-XX-GL 10 12 LIGHT WITH GOLD WEATHER BATTERY, LITHONIA 160 2,650 COORDINATE FINISH TO MATCH BUILDING OR EQUAL NOTES: 1. ALL LAMPS SHALL BE 5500' KELVIN AND A MINIMUM GRI OF 82 UNLESS SPEGIFIFD OTHERWISE. PANEL: P VOLTS: 120/20&V PH: 56) YVIRE: 4YV LOCATION: DEM151Nr� YlALL MOUNTING: 51JRFAGE SU5. 225A MAIN: 200A MLO IC: 10,000 RM5 5YM AMPS FEEDER: SEE R.15ER DIAGRAM Gr r DESCRIPTION AMP5 POLE "I?E (PA Cts � d)A rT'f (P-- YYIr F POLE AMP 5 DE5G GKTRIPTION NO 1 LI6HTINc'a 20 1 12 1,1110 6 2,50 10 5 50 PTU 2 4 6 3 DPINKINra FOIJNTAIN 20 1 12 600 2,650 5 RE5TROOM-REG 20 1 12 160 2,650 1 REGEPTACLE5 20 1 12 -720 5,500 E) 1 40 YNATER HEATER b q PEGEPTAGLE5 20 1 12 =100 560 12 1 20 PHONE 6D 4PLEX 10 11 SPARE 20 1 1 20 SPARE 12 15 SPARE 20 1 1 20 SPARE 14 15 SPARE 20 1 1 20 SPARE 16 n SPARE 20 1 1 20 5PARE 10 111 SPARE 20 1 1 20 5PARE 20 21 SPARE 20 1 1 20 5PARE 22 25 SPARE 20 1 1 20 SPARE 24 25 SPARE 20 1 1 20 SPARE 26 2-1 SPARE 20 1 1 20 SPARE 20 211 SPARE 20 1 1 20 5FA R; Ez 50 51 SPARE 20 1 1 20 SPARE 52 55 5PARE 20 1 1 20 SPARE 54 55 SPARE 20 1 1 20 5PARE 36 5-1 SPARE 20 1 1 20 SPARE 5a 5q SPARE 20 1 1 20 SPARE 40 41 SPARE 20 1 1 20 SPARE 42 NOTES: 1,810 1,500 1r30 6,150 5,010 2,650 x.060 4,510 2,5-50 TOTAL CONNECTED LOAD: 15,400 VA NEG DEMAND LOAD: 16,5-15 VA DEMAND AMP5 G 20a VOLT / 50: 46.00 A Q) E 0 P a +46"G P ELECTRICAL P W PLAN NORTH SCALE: 1/4" = 1'-0" ELECTRICAL LIGHTING PL NORTH 0 SCALE: 1/4" = 1'-O" ELEGTRIGAtL PLAN NOTES: U INTERGEPT EXISTING RTU GIRGUIT AND ROUTE TO NEYV BRI=?.KER IN PANEL "P" - VERIFY BREAKER SIZE TO MATGH MOGP LISTED ON UNIT NAMEPLATE. 4'XS'X5/4" PLYWOOD TELEPHONE DAGKBOART7 WITH GROUND BAR AND #6GU BOND TO BUILDING EL EGTRODE SYSTEM. PROVIDE VG TO EXISTING TELEPHONE SERVIGE ENTRANGE POINT. T R E Y L U C A S IA H C H I T E C . 324 Lastland Drive Decatur, GA 30030 o: 404.378.7431 e: trey(rPtreylucas.corn www.treylucas.com ENGINEERS INCORPORATED 20 1�eede_r 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 Designer/Engineer and is intended for use on this project only Pursuant to the Architectural Works Copyright Protection Act of 1980, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elernents appearing herein, constitute the original, copyrighted work of the UesignerlEngineer. Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited. ©2017 BC Engineers, Inc. seal: 7/18/2017 `�\ •�.....�• Q`;•••S G E • •� v • No. 81592 t STATE 0 s" l(' 00.0.0 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: ELECTRICAL PLAINS 5r—ale: Drawlnci NO. of: Issue Date 6.28.17 MEGHANI( ,AL 5PEGIFIGATI0N5 1. GENERAL PROVISIONS: A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, NEGE55ARY FOR THE COMPLETE INSTALLATION OF THE PLUMBING AND MECHANICAL SYSTEMS OUTLINED. B. OBTAIN ALL PERMITS, FEES, LICENSES, INSPECTIONS, AND CERTIFICATES OF COMPLIANCE OR APPROVAL AS REQUIRED BY THE AUTHORITIES. G. ALL INORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAW5, GODE5 AND REGULATIONS OF THE GOVERNMENTAL BOPIE5 HAVING JURISDICTION OVER THE SITE. P. ALL TESTING REQUIRED BY AUTHORITIES SHALL BE CONSIDERED PART OF TH15 WORK. E. PURINE CONSTRUCTION, ALL FIXTURES, EQUIPMENT, PIPE, DUCT, ETC. SHALL BE COVERED, PLUGGED, OR CAPPED AS REQUIRED TO KEEP CLEAN 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 NEGE55ARY GUTTING AND PATCHING OF WALL5, FLOORS, CEILINGS, AND ROOFS A5 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 AGCEPTANGE. 2. OPERATION AND MAINTENANCE MANUALS: A. DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE OPERATING INSTRUCTIONS, WIRING DIAGRAMS, CATALOG GUTS, LUBRICATION AND PREVENTIVE MAINTENANCE INSTRUCTIONS, PARTS LI5T5, ETC. FOR ALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. B. ALL LITERATURE AND INSTRUCTIONS SHIPPED WITH THE EQUIPMENT SHALL BE SAVED FOR INCLUSION IN THE OPERATION AND MAINTENANCE MANUALS. G. ALL LITERATURE LISTED ABOVE AND ALL PAPERS L15TIN6 WARRANTIE5, ETC. SHALL BE BOUND IN A 3 -RING BINDER AND LABELED WITH THE PROJECT NAME, ADDRESS, ARCHITECT, ENGINEER, CONTRACTORS, ETC. 3. MANUFACTURERS: A. MANUFACTURERS, MODEL NUMBERS, ETC. INDICATED OR 5GHEOULED ON THE DRAWINGS SHALL BE INTERPRETED AS HAVING ESTABLISHED A STANDARD OF QUALITY AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION" ARTICLES, FIXTURES, ETC. OF EQUAL QUALITY BY MANUFACTURERS SHALL BE ACCEPTABLE, SUBJECT TO STRUCTURAL AND ELECTRICAL CONSTRAINTS OF THE PROJECT DESIGN, UNLESS NOTED OTHERWI5E. 4. MOTORS: A. PROVIDE THERMAL OVERLOAD PROTECTION FOR EACH MOTOR PROVIDED BY THIS WORK. 5" TESTING, BALANCING, AND GLEANING: A. ALL PIPING SHALL BE TESTED FOR LEAKS BEFORE BEING CONGEALED IN WALL CONSTRUCTION OR COVERED WITH INSULATION. B. SEWER AND VENT PIPING SHALL BE HYPR05TATIGALLY TESTED WITH NO LE55 THAN 10 FEET OF HEAD FOR. A PERIOD OF NOT LESS THAN 15 MINUTES, PER. THE LOCAL PLUMBING CODE, WITH NO LEAKS. G. POME5TIG WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT A PRESSURE OF NOT LE55 THAN 1-1/2 TIMES THE OPERATING PRESSURE, BUT NOT LE55 THAN 60 P51, FOR A PERIOD OF NOT LE55 THAN 2 HOURS, WITH NO LEAKS. P. PUGTWORK_ AND PIPING SHALL BE BALANGEE) BY QUALIFIED BALANCING PERSONNEL WHO HAVE PREVIOUS EXPERIENCE WITH BALANCING PROCEDURES. E. BEFORE POME5TIG WATER PIPING 15 PLACED IN 5ERVIGE, ALL POMESTIG WATER DISTRIBUTION SYSTEMS, INCLUPIN(5TH05E FOR GOLD WATER AND HOT WATER SYSTEMS, SHALL BE FLUSHED, STERILIZED AND CHLORINATED IN ACCORDANCE WITH HEALTH DEPARTMENT RE6ULATION5. THE SYSTEMS SHALL BE THOROUGHLY FLUSHED OF ALL DIRT AND FOREIGN MATTER, THEN FILLED WITH WATER TREATED WITH 50 PPM OF CHLORINE" DURING THE FILLING PROCESS, VALVES AND FAUCETS SHALL BE OPENED SEVERAL TIMES TO ASSURE TREATMENT OF THE ENTIRE SYSTEM. THE TREATED WATER SHALL BE LEFT IN THE SYSTEM FOR 24 HOURS AFTER WHICH TIME THE SYSTEM SHALL BE FLUSHED; IF THE RESIDUAL CHLORINE 15 NOT LE55 THAN 10 PPM, THE FLUSHING SHALL BE REPEATED. AFTER STERILIZATION, SAMPLES OF WATER IN THE SYSTEM SHALL BE APPROVED BY THE BOARD OF HEALTH. F. PLUMBING SYSTEM SHALL BE INSTALLED, TESTED AND INSPECTED PER FPG- 512.1 THRU 312.12.2. 6" PIPING: A. DOMESTIC GOLD AND HOT WATER (ABOVEGROUND)" 1) TYPE L HARD DRAWN COPPER TUBING, A5TM B-88. 2) WROUGHT BRONZE SOLDERED FITTINGS. a) GATE VALVE: JOMAR T/5-301 OR EQUAL. N5F 61-8, ANSI E316.20.1, ANSI B16"18 b) GLOBE VALVE: CRANE #1 OR EQUAL. c) BALL VALVE: JOMAR T/5-1000 OR. EQUAL COMPACT LEAD FREE FORGED BRASS BALL VALVE. UL842, 65A 3311-12 d 3311-q2, FM, N5F 61, CALIFORNIA CODE AB11153-N51`61 ANNEX 6 APPROVED. d) BALL VALVE: JOMAR T-100NE OR E«UAL. UL842, FM, GSA, NSF 61-8, M55 5P-110 3) PEX, I II6H-DENSITY GR055-LINKED POLYETHYLENE TUBING SHALL BE MANUFACTURED TO THE REQUIREMENTS OF ASTM F8-16 AMP MEET THE STANDARD GRADE HYPR05TATIG PRE55URE RATINGS FROM PLASTIC— PIPE INSTITUTE IN AC,(—ORDANGE WITH TP -_-4/03. a) PEX MEGHANIGAL , (—RIMP/INSERT FITTINGS. INSTALL IN ACCORDANCE WITH MANUFAGTURER'5 INSTRUCTIONS. PIPE SIZES GIVEN ON THE ORAWIN65 ARE NOMINAL COPPER PIPE SIZE, 4) GPVG, CHLORINATED POLYVINYL CHLORIDE PLASTIC PIPE AND TUBING SHALL BE MANUFACTURED TO THE REQUIREMENTS OF ASTM 02846, A5TM F441, A5TM F442 AND GSA B131.6 AND FITTIN65 MUST MEET THE REQUIREMENT5 OF A55E 1061, A5TM D2846, A5TM F431, F438, F43q AND SGA 8131.6 JOINTS SHALL BE MECHANICALLY INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR SOLVENT GEMENT OR THREADED. INCREASE GPVG PIPING SIZE AS REOUIREP TO EQUAL OR EXCEED COPPER PIPE INSIDE DIAMETER. B. SANITARY 5EWER, AND VENTS (UNDERGROUND, INTERIOR TO BUILDING). 1) POLYVINYLGHLORIDE (PVC,) PWV PIPE, SCHEDULE 40, SOLVENT JOINT (WHERE APPROVED BY LOCAL COPES). 2) SERVICE WEI('-,HT, BELL -AND -51`11601-, COATED CAST IRON, ASTM A-14. 3) ACRYLONITRILE-BUTADIENE-5"PYRENE (ABS) 5EWER PIPE, A5TM D 2151-83a SDR 23.5, SOLVENT -CEMENTED JOINTS. 4) "NO -HUB" CAST IRON, NEOPRENE 6A5KET5, STAINLESS STEEL CLAMPS. 5) DWV, WROUGHT COPPER, ANSI B -16-2q. G. SANITARY 5EWER, AND VENTS (ABOVEGROUND)" 1) SERVICE WEIGHT, BELL-AND-SPI(5OT, COATED CAST IRON, A5TM A-14, 2) DWV, WROUGHT COPPER, AN51 8-16.2q. 3) GALVANIZED STEEL PIPE, WITH MALLEABLE IRON, THREADED FITTINGS, DRAINAGE PATTERN FOR SEI,NER5. 4) "NO -HUB" CAST IRON, NEOPRENE (S-ASKETS, STAINLESS STEEL CLAMPS. 5) POLYVINYLCHLORIDE (AVG) DWV PIPE, 5GHEPULE 40, SOLVENT .JOINT (WHERE APPROVED BY LOCAL CODES). (NOT FOR. USE IN A RETURN AIR PLENUM) D. CONDEN5ATE DRAINS 4 INOIR.EGT WA5TE (ABOVE6ROUNP). 1) DWV, WROUGHT GOPPER, ANSI B -16.2q. 2) POLYVIN'(LGHLORIPE (PVC) DWV PIPE, SCHEDULE 40, SOLVENT JOINT. E. ALL PIPE HANGERS ANP 5UPPOR.T5 SHALL BE STANDARD PROPUGTS OF GRINNELL, FEE AND MASON, OR EL( -EN. HANGER SPACING SHALL BE IN ACCORDANCE WITH M55 -5P -6q. F. SLEEVES 'I) PROVIDE, SET, AND PROPERLY LOCATE PIPE SLEEVES AS REQUIRED FOR THIS WORK. ALL SLEEVES SHALL BE OF SUFFICIENT SIZE TO PERMIT PIPE MOVEMENT DUE TO EXPANSION AND CONTRACTION AND TO AC(—OMMOPATE PIPE INSULATION. 2) INTERIOR PARTITIONS: 16 GAGE GALVANIZED STEEL, PACK BETWEEN PIPE AND SLEEVE WITH FIRE SAFIN(5 AND CAULK AT EACH END WITH FIRE R.E5I5TANT SEALANT. 3) ROOF: PROSET OR EQUAL, MANUFACTURED PVG 5GHEPULE 40 PIPE SLEEVE WITH WATERPROOF SEAL. COORDINATE WITH ROOFING (—ONTRACTOR. AND FLASH AS REOUIREP TO MAINTAIN ROOF WARRANTY, 4) PLUMBING VENTS: FLASH ROOF VENT INTO ROOFING 5YSTEM A5 REQUIRED BY THE ROOFING CONTRACTOR TO MAINTAIN EXISTING ROOF WARRANT'f. ALL PLUMBING VENT TERMINALS SHALL TERMINATE A MINIMUM OF 12" ABOVE ROOF OR" EQUAL TO HEIGHT OF PARAPET, WHICHEVER 15 GREATER. G. PROVIDE GHROME PLATED ESCUTCHEONS ON ALL PIPE ENTERING FINISHED AREAS. -1. INSULATION AND DUCT LINING: A. ALL IN5ULA—TION5 AND ACCE550RIE5 SHALL HAVE A FIRE HAZARD CLASSIFICATION WITH A FLAME 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 PIPIN6 INSULATION USED SHALL HAVE A THERMAL CONDUCTIVITY OF 0.21 Btu PER in/hr*5gFt*F° OR LE55. 2) FIBER.6LA55 INSULATION WITH FACTORY APPLIFD VAPOR BARRIER, A5J JACKET, FACTORY APPLIED PRESSURE SEALING LONGITUDE LAP JOINT, NO STAPLES, ZESTON PREMOLDED PVG FITTING COVERS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S REGOMMENDATION5. 3) FLEXIBLE CLOSED CELL ELASTOMERIG 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 GIR(' ULA"TING SYSTEMS, THE FIRST 8 FEET OF INLET AND OUTLET PIPING BETWEEN THE TANK. AND THE HEAT TRAP (INGLUDIN6 THE HEAT TRAP) MUST BE INSULATED" 5) INSULATION SCHEDULE: a) DOMESTIC GOLD WATER 1/2" b) DOMESTIC HOT WATER 1-1/2" d) CONDEN5ATE DRAINS INSIDE BUILDING 1/2" a) E 0 a� MEGHANIC,AL. 5PEGIEIGATIONS (GONTINUEE-)) 8. PLUMBING: A. PROVIDE AN APPROVED RATER HAMMER ARRESTOR FOR EACH PLUMBING FIXTURE SUPPLY AS REOUIRED BY FIXTURE MANUFACTURER. B" ALL EXPOSED PIPE SHALL BE CHROME PLATED BRASS PIPE, NO FERROUS PIPE. G. PROVIDE (:;LEANOUT5 AT EACH CHANGE OF DIRECTION AND AT 100 FOOT INTERVALS IN STRAIGHT RUNS. D. PROVIDE ACCESS PANELS FOR ALL CONGEALED VALVES AND TRAPS. E" GLEANOUTS: 1) VINYL TILE FLOOR: JR SMITH #4140, OR EQUAL. 2) QUARRY TILE FLOOR: JR SMITH #4200, OR EQUAL" 3) GARPETED FLOOR: JR SMITH #4020-Y, OR EQUAL. 4) UNFINISHED FLOOR: JR SMITH #4020, OR EQUAL. 5) WALL: JR SMITH #4412, OR EQUAL, 24" ABOVE THE FLOOR. F. PROVIDE DIELECTRIC UNIONS WITH APPROPRIATE END CONNECTIONS TO MATCH THE PIPE SYSTEM IN WHICH INSTALLED (5GREWED, SOLDERED, OR FLANGED). PROVIDE DIELECTRIC UNIONS ON ALL PIPING CONNECTIONS TO HOT WATER HEATERS AND EXPAN51ON TANKS. G. ALL SEWER PIPING LOCATED INSIDE THE BUILDING SHALL BE INSTALLED WITH THE FOLLOWING SLOPES. 1) INSTALL 2-1/2" AND SMALLER PIPE AT 1/4" PER FOOT FALL. 2) INSTALL 3" AND LARGER PIPE AT 1/8" PER FOOT FALL. q. DUGTWORK: A. ALL DUCTWORK SHALL BE CONSTRUCTED OF FIBROUS GLASS DUCT OR GALVANIZED SHEET METAL, AS SPECIFIED HEREIN. B. DUCTWORK, METAL GAU0E5, REINFORCING, ETC. SHALL BE CONSTRUCTED IN AGCORPANGE WITH 5MAGNA "HVAC, DUGT GONSTRUCTION STANDARD5," LATEST EDITION FOR A 2 INCH WATER GAUGE STA"nC PRESSURE. G. ALL FITTINGS SHALL BE CONSTRUCTED IN ACGORDANGE WITH 5MAGNA "HVAC DUCT CONSTRUCTION STANDARDS," LATEST EDITION. D. SEAL ALL CONGEALED DUCTWORK JOINTS WITH NON -HARDENING, NON -MIGRATING MASTIC SEALANT, AS RECOMMENDED FOR 5EALIN6 5EAM5 AND JOINT5 IN DUGTWORK. OIL BASE CAULKING ANP GLAZING COMPOUNDS SHALL NOT BE ACCEPTABLE. DUCTS SHALL BE 5EALEP TO THE CLASS LEVEL LISTED BELOW. 1) UNGONDITIONED SPACES GLA55 B CLA55 A CLASS (, CLASS B 1) CONDITIONED SPACES (PLENUM) CLASS G CLASS B GLASS B GLASS G SUPPLY < 2" W.G. SUPPLY > 2" W G. EXHAUST RETURN E. DUGT SIZES 51-101,NN ON THE DRAWI1\165 ARE SHEETMETAL 5IZE5, ALLOWANGE FOR DUCT LINER HAS BEEN MADE WHERE APPLICABLE. G. DUCT SPACING SHALL BE A MAXIMUM OF 12'-0" AND A5 PER 5MAGNA HVAC-DUGT CONSTRUCTION STANDARDS" 10. FLEXIBLE DUCT: A. ATGO #086 (R-6), OR EQUAL. B. FACTORY APPLIED INSULATION AND VAPOR BARRIER, 1-1/2" THICK. G. MAXIMUM LENGTH OF 6-0". 11" EXHAUST FANS: A. GENTRIFUGAL GEILING EXHAU5TER5 SHALL BE ELECTRICALLY POWERED GENTRIFUGAL TYPE FAN SUITABLE FOR MOUNTING IN THE CEILING WITH A PERFORATED OFF-WHITE METAL GRILLE WITH A THUMB5GREW ATTACHMENT FOR EASY ACCESS TO FAN HOUSING. UNIT SHALL CONSIST OF A GALVANIZED STEEL HOUSING LINED WITH ACOUSTICAL INSULATION AND SHALL INCLUDE AN INTEGRAL BAGKDRAFT PAMPER ON FAN DISCHARGE. MOTOR SHALL BE A PERMANENT SPLIT -CAPACITOR. TYPE MOTOR, PERMANENTLY LUBRICATED, WITH THERMAL OVERLOAD PROTECTION. PROVIDE D15GONNEGT 5WITC1­1 OR. OTHER" MEANS OF DISCONNECT AT MOTOR IN FAN HOUSING. 12. CONTROL WIRING: A. ELEGTRIGAL WIRING AND WIRING CONNECTIONS REOUIREP FOR THE INSTALLATION OF THE TEMPERATURE CONTROL SYSTEM, SHALL BE PROVIDED BY THI5 CONTRACTOR, UNLESS 5PEGIFIGALLY SHOWN ON THE ELECTRICAL DRAWING5 OR SPECIFICATIONS. B. INSTALL CONTROL WIRIN(5, WITHOUT SPLICES BETWEEN TERMINAL POINTS, COLOR CODED. INSTALL IN NEAT WORKMANLIKE MANNER, 5EGURELY FASTENED" INSTALL IN ACCORDANCE WITH NATIONAL ELECTRICAL COPE AND THE ELECTRICAL SPECIFICATIONS. 1) INSTALL CIRCUITS OVER 25 VOLT WITH COLOR GORED NUMBER 12 WIRE. 2) INSTALL CIRCUITS UNDER 25 VOLT WITH COLOR COOEP NUMBER 18 WIRE WITH 0.031 INCH HIGH TEMPERATURE 105 DEGREES F PLASTIC INSULATION ON EACH CONDUCTOR AND PLASTIC SHEATH OVER ALL. 3) INSTALL ELECTRONIC CIRCUITS WITH COLOR CODED NUMBER 22 WIRE WITH 0.023 INCH POLYETHYLENE INSULATION ON EACH GONPUGTOR WITH PLASTIC JACKETED COPPER SHIELD OVER ALL. 4) INSTALL LOW VOLTAGE CIRCUITS, LOCATED IN GONGRETE 5LAB5 AND MA50NRY 'HALLS, OR EXPOSED IN OCCUPIED AREAS, IN ELECTRIC CONDUIT. 5) ALL WIRING IN AREAS USED A5 AIR PLENUMS SHALL BE IN ELECTRIC CONDUIT EXCEPT THAT LOW VOLTAGE WIRING MAY BE TEFLON COATED, ALUMINUM 5HEATHEP GABLE OR OTHER WIRE SPECIFICALLY APPROVED FOR INSTALLATION IN AIR PLENUMS, WHERE ACCEPTABLE BY LOCAL CODES. 6) ALL WIRING IN AREAS NOT USED FOR AIR MOVEMENT 5HALL BE IN ELECTRIC METALLIC TUBING EXCEPT LOW VOLTAGE WIRING MAY BE IN APPROVED SIGNAL GABLE WHERE AC(-EPTEP BY LOCAL CODE5. G. THERMOSTATIC CONTROLS TO HAVE A 5°F DEADBANO AND SETPOINT OVERLAP RESTRICTIONS. 1) TEMPERATURE CONTROLS 5ETSAGK TO BE 55°F (HEAT) AND 85' (COOL), 2 -HOUR OCCUPANT OVERRIDE, 10 -HOUR BACKUP. D. THERMOSTATIC CONTROLS TO HAVE A 5'F DEAOBAND ANP SETPOINT OVERLAP RE917P-.IGTION5. 13. REMODELING WORK: A. DEMOLITION: DISCONNECT, DEMOLISH, AND REMOVE ABANDONED MECHANICAL MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED AND NOT INDICATED TO BE 5ALVAGED OR REMAIN. B. EQUIPMENT TO BE SALVAGED: 1) DISCONNECT AND REMOVE, EXISTING MEGHANIGAL EQUIPMENT INDICATED TO BE REMOVED AND SALVAGED. DELIVER EQUIPMENT TO THE LOCATION DESIGNATED BY THE OWNER FOR STORAGE. 2) ALL MATERIALS AND EQUIPMENT DESIGNATED TO BE REUSED 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 CON5TRUGTION, AND THOROUGHLY GLEANED AND INSPECTED. ANY ITEMS WHICH BECOME DAMAGED BEYOND REPAIR AS A RESULT OF CONSTRUCTION OR DEMOLITION ACTIVITY SHALL BE REPLACED WITH NEW MATERIAL EQUIVALENT IN EVERY RESPECT. G. DISPOSAL AND CLEANUP: REMOVE FROM THE 51TE AND LEGALLY DISPOSE OF DEMOLISHED MATEKIAL5 AND EQUIPMENT NOT INDICATED TO BE 5ALVA6E1D. P. PROTECT ADJAGENT MATERIALS INDICATED TO REMAIN. INSTALL AND MAINTAIN DUST AND NOISE BARRIERS TO KEEP DIRT, DUST, AND NOISE FROM BEING TRANSMITTED TO ADJACENT AREAS. P_EMOVE PROTECTION AND BARRIERS AFTER REMODELING OPERATIONS ARE COMPLETE. E. LOCATE, IDENTIFY, AND PROTECT MECHANICAL SERVICES PASSING THROUGH REMODELING AREA AND SERVING OTHER AREAS OUTSIDE THE REMODELING LIMITS. MAINTAIN SERVICES TO AREA5 OUT5IDE REMODELING LIMITS. WHERE MECHANICAL SERVICES ARE LOGATE7 IN A WALL, ETC. TO BE DEMOLISHED, REROUTE PIPING TO NEW OR EXISTING CONSTRUCTION TO MAINTAIN CONTINUITY OF THE SYSTEM. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFECTED AREAS. F. REMOVE ALL PIPING TO BE DEMOLISHED BACK TO PIPE MAIN OR EDGE OF PROJECT AREA, AND GAP PIPE. G. PIPING AND PUGT5 EMBEDDED IN FLOORS, WALLS, AND CEILINGS MAY REMAIN IF SUCH MATERIALS DO NOT INTERFERE WITH NEW IN5TALLATION5. PIPING AND DUGT5 TO REMAIN SHALL BE APPROVED BY THE ARGHITEGT. REMOVE MATERIALS ABOVE ACCESSIBLE CEILINGS. DRAIN AND GAP PIPING AND DUCTS ALLOWED TO REMAIN ABOVE GEILING OR BELOW FLOOR, CONGEALED FROM VIEW, EXCEPT AS OTHERWISE NOTED. PATCH FLOOR TO MATCH EXISTING. H. PIPE AND DUCT SHALL BE CONGEALED WITH NEW OR EXISTING CONSTRUCTION WHENEVER P0551r LE, UNLESS INDICATED OTHERWISE. PLUMBING FIXTURE SGHEDULE: (OR EaUAL) HWG HANDICAP WATER GLOSET: AMERICAN STANDARD, #25-1-1.100, "CADET", 1.6 GALLON FLUSH, 171" HIGH ELONGATED BOWL, FLOOR MOUNTED, FLOOR OUTLET, TANK TYPE, VITREOUS CHINA, PRESSURE ASSISTED SIPHON -JET ACTION, OPEN FRONT SEPT WITH CHECK HINGE AND LESS GOVER, CHROME PLATED ANGLE STOP AND RISER. HANDLE ON WIDE SIDE OF FIXTURE. L1 HANDICAP LAVATORY, WALL HUNG: AMERICAN STANDARD, #0555.012, "LUCERNE", 20"X 15", VITREOUS CHINA, FRONT OVERFLOW, #2355.150 VANDAL -RESISTANT FAUCET WITH SINGLE METAL LF -VER HANDLE #-723.013 OFFSET GRID EL30W DRAIN AND 1-1/4" TAILPIECE, CHROME PLATED GAST BRA55 P -TRAP WITH CLEANOUT (MOUNTED PARALLEL WITH WALL), GHI`OME PLATED ANGLE STOPS AND RISERS, INSULATE EXPOSED DRAIN, WATER SUPPL IE5, AND VALVES WITH PROWRAP SEAMLESS MOLDED GLOSED CELL VINYL INSULATION. IWH TANKLESS HOT WATER HEATER: 5TIE5EL ELTRON MINI 5.5-1,120 VOLT, 3.5 KW. MV MIXING VALVE: WATTS, #LFU5G-5, THERMOSTATIC CONTROLLED MIXING VALVE, LEAD FREE BRONZE BODY, LOGKED TEMPERATURE ADJU5TMENT GAP (VANDAL RESISTANT), COPPER ENCAPSULATED THERMOSTAT ASSEMBLY WITH BRASS SHUTTLE, STAINLESS STEEL SPRINGS, INTEGRAL CHECK VALVES ON HOT AND GOLD INLETS. (SET TO 110°F). ASSE 10-70 LISTED" EWG ELEGTRIG WATER COOLER: OASIS, #PGBAGSL, BARRIER FREE TWO -STATION WATER COOLER, 9.0 SPH, 50 DEGREES F WATER WITH qO DEGREES F AIR TEMPERATURE, 120 VOLT, COLOR TO BE SELECTED BY ARGHITEGT AFTER AWARD OF GONTRA(fT, FRONT AND SIDE ANTIMICROBIAL PU5H PAD5, ANITMIGROBIAL FLEX BUBBLERS, CHROME PLATED CAST BRASS P -TRAP WITH GLEANOUT, CHROME PLATED LOOSE KEY ANGLE STOP, FLOOR MOUNTED CARRIER AND CANE APRON. FLUME31NO FIXTURE BRANGH FIFINO SGHEDULE FIXTURE I WASTE I VENT I GW I HW WATER CLOSET (TANK TYPE) LAVATORY ELEGTRIG WATER COOLER (BI -LEVEL) FLOOR DRAIN ................ ........... 311 ''. 211 1/211 — 1--1/4" 1-1/4" 1/2u 1/2" 1-1/2" 1-1/2" 1/2" - 2" 211 — — NOTE: INDIVIDUAL TENTS FOR FIXTURES ON PLANS AND RISER DIAGRAMS HAVE BEEN INCREASED WHERE HORIZONTAL VENT LENGTH 15 IN EXCESS OF THE MAXIMUM DISTANCE INDICATED BY THE CODE. WALL E ET STI ET 1L SCALE: NONE kP OUND ALL EDGES 1GHT YNITH "ITY GAUL KING D AS NDED F3Y URER Mimi 324 Eastland Drive Decatur, CA 30030 o: 404.373.7431 e: trey@treylucas.com www.treylucas.com 5720 Reeder Shawnee, 1[S 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 oesignerlEngineer 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 torm, arrungeinent and our nposition of spaces and elements appearing herein, constitute the original, copyrighted work of the 0eeigneriEngineer. Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited TJ 2011 BC Engineers, Inc. Sea I: 7/18/2®1_7 \\\ 0%%111 111111 j jj// CE • �•• Ami v • No. 78271 • e _ e STATE OF — � e 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: MECHANICAL/PLUMBING SPECIFICATIONS aca le: Drawing N© - MPO of: Issue Date 6,28.17 MEGHANIGAL/PLUMBING SYMBOLS 3" VTR ROOF –I I' 2,. GFILING 1-%1" FWG L1 HWG2u FLOOR - 2" 2 i5. I I 2 WASTE VENT • MEGHANIGAL GENERAL NOTES: 1. GOORDINATF ALL WORK WITH OTHER TRADES AND EXISTING CONDITIONS AS REQUIRED TO PROPERLY INSTALL ALL SYSTEMS AS INTENDED, WITHIN THE CONFINES OF THE SPAGF5 AVAILABLE, AND WITHOUT INTERFERENCES. 2. THIS CONTRACTOR SHALL PERFORM ALL WORK INDICATED AND/OR A5 REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE MECHANICAL AND PLUMBING SYSTEMS. 5. INSTALL ALL DUCT, PIPE, ETC. A5 HIGH A5 POSSIBLE. 4. DUCT SIZES SHOWN ARE AGTUAL SHEET METAL SIZES AND INGLUDE AN ALLOWANGE FOR DUCT LINER WHERE APPLICABLE. 5. PROVIDE FLEXIBLE CONNECTION BFTWFFN DUGTINORK AND EXHAUST FANS, AND OTHER MOTORIZED EQUIPMENT. 6. NO DUGT OR PIPING SHALL BE ROUTED OVER THE TOP OF ELECTRICAL PANELS. 7. ALL MATERIAL5 EXPOSED WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE 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 AGGORDANCF WITH A5TM F 84.INSTALL ALL PIPF, FTG. AS HIGH A5 POSSIBLE. 5. REFER TO ARCHITECTURAL DRAWIN65 FOR EXACT LOCATIONS AND MOUNTING HEI6HT5 OF FIXTURES. q. REFER TO ARCHITECTURAL i STRUCTURAL DRAWINGS FOR REGUIREMENT5 FOR SUPPORTING PIPING, EQUIPMENT, FTG. FROM THE STRUGTURF. PROVIDE ADDITIONAL STEEL AS REQUIRED TO PROPERLY SUPPORT SYSTEMS FROM THE STRUCTURE. 10. SAWGUT EXISTING FLOOR AS REGUIRFD FOR INSTALLATION OF UNDERFLOOR PIPING. PATCH FLOOR TO MATCH EXISTING. 11. CONTRACTOR TO TEST WATER PRESSURE ON SITE AND PROVIDE PRESSURE REDUGING VALVE ON WATER SERVICE IF PRESSURE 15 OVER 50 P51. MEGHANIGAL/PLUMBING PLAN NOTES: 1O SUPPORT FAN FROM STRUCTURE AS REQUIRED. QROUTE 6"cp EXHAUST DUCT THRU WALL TO WALL GAP AS REQUIRED AND AS PER DETAIL. SEAL PENETRATION WEATHERTIGHT. O GONNEGT 3/4" GW TO EXISTING GW PIPING A5 REQUIRED. VERIFY EXACT LOCATION OF EXISTING GW PIPE PRIOR TO INSTALLATION OF ANY PIPING. 4� CONNECT WASTE TO EXISTING WASTE PIPING AS REQUIRED. VERIFY EXACT SIZE, LOCATION AND DEPTH OF EXISTING WA5TF PIPE PRIOR TO INSTALLATION OF ANY PIPING. O LOCATION 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 CONTRACTOR (AT TH15 CONTRAGTOR'S EXPENSE) TO MAINTAIN EX15TINO ROOF WARRANTY. VERIFY APPROVED ROOFING CONTRACTOR WITH LANDLORD PRIOR TO PERFORMING WORK. O INSTANTANEOUS WATER HEATER LOCATED BELOW SINK/LAV. SUPPORT FROM WALL PER THE MANUFACTURES REQUIREMENTS. NOT" 6 COLD WATER EXHAUST FAV SCHEDULE EXHAUST GRILLE/FAN ---� NF= N DUGTWORK 52"x14" SIZE OF RFGTANGULAR DUGT 611cp SIZE OF ROUND DUCT FAN TYPE FLEXIBLE DUGTWORK NOTES FLEXIBLE CONNECTION TO FAN ----0 FLOOR PLAN NOTE DF -5I0 -NATION S.A. SUPPLY AIR R.A. RETURN AIR EXH. EXHAUST AIR 7::([-- TRAN51TION IN DUCT 51ZE 5WITGH ELBOW WITH TURNING VANE5 MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER SPLITTER DAMPER WITH HORIZONTAL REGULATOR SUPPLY AIR DUCT UP/DOWN RETURN AIR DUCT UP/DOWN EXHAUST AIR DUCT UP/DOWN CHANGE IN ELEVATION UP (UP) DOWN (ON) P _ �^ IN DIRF-GTION OF FLOW RTU -1 SCHEDULED MECHANICAL FQUIPMENT - F ---F– SOIL AND WA5TE PIPING BELOW FLOOR/GRADE SOIL AND WA5TF- PIPING ABOVE FLOOR/GRADE V SANITARY VENT PIPING ABOVE GRADE --V-- SANITARY VENT PIPING BELOW GRADE - DOMESTIG GOLD WATER PIPING — - - — DOMESTIC, HOT WATFR PIPING D EQUIPMENT DRAIN LINE --�-7 PIPING TURNING DOWN ---f O PIPING TURNING UP ---t— TEE TOP GONNEGTION UNION - D4- BAGKFL OW PREVENTER FPO FLOOR DRAIN FGO © FLOOR GLEAN OUT WGO rl— WALL GLEAN OUT VALVE —O--- GHEGK VALVE e CONNECT TO EXISTING I.E. INVERT ELEVATION OF PIPE ® MATGH MARKS ON FL UMBINO RISER DIAGRAM 3" VTR ROOF –I I' 2,. GFILING 1-%1" FWG L1 HWG2u FLOOR - 2" 2 i5. I I 2 WASTE VENT • MEGHANIGAL GENERAL NOTES: 1. GOORDINATF ALL WORK WITH OTHER TRADES AND EXISTING CONDITIONS AS REQUIRED TO PROPERLY INSTALL ALL SYSTEMS AS INTENDED, WITHIN THE CONFINES OF THE SPAGF5 AVAILABLE, AND WITHOUT INTERFERENCES. 2. THIS CONTRACTOR SHALL PERFORM ALL WORK INDICATED AND/OR A5 REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE MECHANICAL AND PLUMBING SYSTEMS. 5. INSTALL ALL DUCT, PIPE, ETC. A5 HIGH A5 POSSIBLE. 4. DUCT SIZES SHOWN ARE AGTUAL SHEET METAL SIZES AND INGLUDE AN ALLOWANGE FOR DUCT LINER WHERE APPLICABLE. 5. PROVIDE FLEXIBLE CONNECTION BFTWFFN DUGTINORK AND EXHAUST FANS, AND OTHER MOTORIZED EQUIPMENT. 6. NO DUGT OR PIPING SHALL BE ROUTED OVER THE TOP OF ELECTRICAL PANELS. 7. ALL MATERIAL5 EXPOSED WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE 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 AGGORDANCF WITH A5TM F 84.INSTALL ALL PIPF, FTG. AS HIGH A5 POSSIBLE. 5. REFER TO ARCHITECTURAL DRAWIN65 FOR EXACT LOCATIONS AND MOUNTING HEI6HT5 OF FIXTURES. q. REFER TO ARCHITECTURAL i STRUCTURAL DRAWINGS FOR REGUIREMENT5 FOR SUPPORTING PIPING, EQUIPMENT, FTG. FROM THE STRUGTURF. PROVIDE ADDITIONAL STEEL AS REQUIRED TO PROPERLY SUPPORT SYSTEMS FROM THE STRUCTURE. 10. SAWGUT EXISTING FLOOR AS REGUIRFD FOR INSTALLATION OF UNDERFLOOR PIPING. PATCH FLOOR TO MATCH EXISTING. 11. CONTRACTOR TO TEST WATER PRESSURE ON SITE AND PROVIDE PRESSURE REDUGING VALVE ON WATER SERVICE IF PRESSURE 15 OVER 50 P51. MEGHANIGAL/PLUMBING PLAN NOTES: 1O SUPPORT FAN FROM STRUCTURE AS REQUIRED. QROUTE 6"cp EXHAUST DUCT THRU WALL TO WALL GAP AS REQUIRED AND AS PER DETAIL. SEAL PENETRATION WEATHERTIGHT. O GONNEGT 3/4" GW TO EXISTING GW PIPING A5 REQUIRED. VERIFY EXACT LOCATION OF EXISTING GW PIPE PRIOR TO INSTALLATION OF ANY PIPING. 4� CONNECT WASTE TO EXISTING WASTE PIPING AS REQUIRED. VERIFY EXACT SIZE, LOCATION AND DEPTH OF EXISTING WA5TF PIPE PRIOR TO INSTALLATION OF ANY PIPING. O LOCATION 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 CONTRACTOR (AT TH15 CONTRAGTOR'S EXPENSE) TO MAINTAIN EX15TINO ROOF WARRANTY. VERIFY APPROVED ROOFING CONTRACTOR WITH LANDLORD PRIOR TO PERFORMING WORK. O INSTANTANEOUS WATER HEATER LOCATED BELOW SINK/LAV. SUPPORT FROM WALL PER THE MANUFACTURES REQUIREMENTS. NOT" 6 COLD WATER EXHAUST FAV SCHEDULE MARK MFGR MODEL GFM EXTERNAL STATIC P. IN. Yn 6. RPM ELECTRIGAL FAN TYPE CONTROLS NOTES VOLT/(D/HZ PWR EF -1 GOOK GG -128 `15 0.1 `150 120/1/60 29 W CEILING EXH. 5WITGH 1 NOTES: 1. PROVIDE GEILING GRILL E, INTEGRAL BACK DRAFT DAMPER, VARI-SPEED CONTROLLER (NEAR FAN AND ABOVE GEILING), AND WALL GAP FOR UNIT. _.� MECHANICAL/PLUMBINGLAN NORTHO SCALE: 1/4" = 1'-0" 1 R CA' S, CHITECTU HE 324 Eastland Drive Decatur, GA 30030 o: 404.378.7431 e: trey©treylucas.com www.treylucas.com d r fir4 .r a 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 Designer/Engineer 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 farm, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the DesignerlEngineer. Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited 020178CEngineers, Inc. (1 SON Sea I: 7/18/2017 \00%J1111111I�1/j/// `����� Besse �•'�®�t/�/// No. 78271 os — e STATE OF y e4'-1 (�ll 1 AI I 7.18.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: MECHANICAL/PLUMBING FLAN Sea le: Drawine No. MPI of: 18eue Date 6.28.17