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General Notes Symbol and Legend Project Information Sheet Index (Not All Abbreviations May Be Used in This Document) 1

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General Notes Symbol and Legend Project Information Sheet Index (Not All Abbreviations May Be Used in This Document) 1 A TENANT FIT-OUT IN AN EXISTING BUILDING FOR: FIRE HEN RESTAURANT 599 CROSSVILLE RD. SUITE 111 45 (ALIAS 47-49) IRBY AVENUE, ATLANTA, GA 30305 ROSWELL, GA 30075 O: 678.387.1814 M: 404.542.0838 WWW.ORIGINATIONDESIGN.COM ABBREVIATIONS GENERAL NOTES SYMBOL AND LEGEND PROJECT INFORMATION SHEET INDEX (NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT) 1. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE A.B. ANCHOR BOLT L ANGLE ELEVATION IDENTIFICATION ENLARGED DETAIL IDENTIFICATION PROPOSED USE PROPOSED TENANT IMPROVEMENT/ ALTERATION THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING CONSTRUCTION FOR A RESTAURANT SHEET INDEX ABV. ABOVE LAM. LAMINATED SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL ELEVATION DESIGNATION DETAIL DESIGNATION A.C. ASPHALTIC CONCRETE LAV. LAVATORY PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE X X SHEET NO. SHEET ACM ALUM. COMPOSITE METAL PANEL LB(S). or# POUND(S) AX 0 AX 0 NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE A.C.P. ACOUSTIC CEILING PANEL LG. LONG GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING SHEET REFERENCE NO. SHEET REFERENCE NO. CODES OR STATUS WHETHER OR NOT SPECIFICALLY REFERENCED IN THE A.F.F. ABOVE FINISH FLOOR LT. LIGHT OF THE DRAWINGS AND SPECIFICATIONS. CONSTRUCTION DOCUMENTS T1.1 COVER SHEET ALUM. ALUMINUM PARTIAL SECTION IDENTIFICATION SECTION DETAIL IDENTIFICATION MAT'L. MATERIAL 2. MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE INCLUDED IN, AND NOT T1.2 GENERAL NOTES A.Q.T. ABRASIVE QUARRY TILE MAX./MIN. MAXIMUM/ MINIMUM SECTION DESIGNATION DETAIL DESIGNATION SUPPLEMENTARY TO, THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE AOR ARCHITECT OF RECORD M.B. MACHINE BOLT T1.3 ADA STANDARDS ACCESSIBLE DESIGN PLAN ARCH. ARCHITECTURAL RESPONSIBILITY OF EACH CONTRACTOR TO CHECK THE ARCHITECTURAL DRAWINGS X X APPLICABLE CODES: MEZZ. MEZZANINE BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE AX 0 AX 0 T2.1 LIFE SAFETY PLAN BD. BOARD MISC. MISCELLANEOUS ARCHITECTURAL AND OTHER DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S SHEET REFERENCE NO. SHEET REFERENCE NO. BLK'G BLOCKING M.0. MASONRY OPENING BUILDING: 2012 INTERNATIONAL BUILDING CODE WITH 2014 GEORGIA AMENDMENTS AS1.1 EXISTING SITE PLAN (FOR REFERANCE ONLY) ATTENTION BY THE CONTRACTOR FOR WRITTEN AND GRAPHIC CLARIFICATION. SHEET COVER B.N. BOUNDARY NAIL M.P.S. MODULAR PANELBOARD PLUMBING: 2012 INTERNATIONAL PLUMBING CODE WITH 2014 GEORGIA AMENDMENTS A1.1 EXISTING/ DEMO FLOOR PLAN BM. BEAM SYSTEM 3. THE CONTRACTOR SHALL FOCUS SPECIAL ATTENTION ON A FIELD REVIEW OF THE INTERIOR ELEVATION IDENTIFICATION ELEVATION REFERENCE IDENTIFICATION ELECTRICAL: 2014 NFPA 70 NATIONAL ELECTRICAL CODE WITH NO GEORGIA AMNENDMENTS B.0.C. BOTTOM OF CEILING M.S.B. MAIN SWITCH BOARD EXISTING SITE PRIOR TO CONSTRUCTION. ANY CONDITIONS THAT ARE FOUND TO BE MECHANICAL: 2012 INTERNATIONAL MECHANICAL CODE WITH 2014 GEORGIA AMENDMENTS A1.2 PROPOSED FLOOR PLAN 8.0.J. BOTTOM OF JOIST MTD. MOUNTED INCONSISTENT WITH THESE DOCUMENTS OR WHERE THE INTENT IS IN DOUBT SHOULD 0'-0" SECTION / SAFETY: 2012 NFPA 101 LIFE SAFETY CODE B.U.R. BUILT-UP ROOFING MTL. METAL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO BID ELEVATION DESIGNATION FINISH FLOOR ELEVATION / FIRE: 2012 INTERNATIONAL FIRE CODE WITH 2014 GEORGIA AMENDMENTS A2.1 REFLECTED CEILING PLAN BOTT. or (B) BOTTOM SUBMITTAL. CONTRACTOR SHALL NOT RELY UPON ORAL COMMUNICATIONS; ALL FLOOR DATUM GAS: 2012 INTERNATIONAL FUEL AND GAS CODE WITH 2014 GEORGIA AMENDMENTS (N) NEW A2.2 REFLECTED CEILING PLAN DETAILS COMMUNICATIONS MUST BE IN WRITTEN OR GRAPHIC FORMAT. A DETAIL DESIGNATION ENERGY: 2009 INTERNATIONAL ENERGY CONSERVATION CODE WITH 2011 AND C CONDUIT NA OR N/A NOT APPLICABLE 45 (ALIAS 47-49) IRBY AVENUE 47-49) IRBY (ALIAS 45 ATLANTA, GA 30305 ATLANTA, PROJECT REFERENCE 2012 GEORGIA AMENDMENTS A4.1 EXTERIOR ELEVATIONS HENFIRE RESTAURANT C.L. or q;_ 16 CENTER LINE N.I.C. NOT IN CONTRACT 4. REVISIONS TO WORK OR PLANS MUST BE APPROVED BY THE CITY AND/ OR LOCAL D B - ACCESSIBILITY: 2010 AMERICANS WITH DISABILITIES ACT CAB. CABINET NO. or# NUMBER JURISDICTION's INSPECTION SERVICES PRIOR TO IMPLEMENTATION. ANY ADDITIONS NN A5.1 WALL SECTIONS N NORTH ARROW O.C.G.A. SECTION 120-3-20.01 ; CHAPTER 30-3-7(g) ACCESS AND USE OF C.B.B. NOMINAL SHEET REFERENCE NO. CEMENTITIOUS BACKER BOARD NOM. OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE ARCHITECT. NO C PUBLIC FACILITIES BY HANDICAPPED PERSONS A6.1 ENLARGED RESTROOM PLAN, INTERIOR ELEVATIONS, C.D. CORE DRILL N.T.S. NOT TO SCALE AL TERA TIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY BUILDING: CER. CERAMIC AND DETAILS MR. KHALID ON CENTER USING PREDETERMINED ARCHITECT SUPPLEMENTAL INSTRUCTIONS, CHANGE ORDER C.J. CONTROL JOINT (COLD JOINT) o.c. GRID LINE IDENTIFICATION O.F.C.I. OWNER FURNISHED, OR CONSTRUCTION CHANGE DIRECTIVES. PROJECT SYMBOL IDENTIFICATION A6.2 INTERIOR ELEVATIONS CLG. CEILING CONTRACTOR INSTALLED RAJI CLKG. CAULKING 5. CONTRACTOR IS RESPONSIBLE FOR THE MORE COSTLY RESOLUTION ON ALL GRID LINE 101 DOOR NUMBER A6.3 INTERIOR ELEVATIONS OFD. OVERFLOW DRAIN 1.0 CLR. CLEAR CONFLICTING INFORMATION PRESENTED ON THE PLANS, OR BETWEEN THE EXISTING FACE OF STUD 0.F.0.1. OWNER FURNISHED, A6.4 DETAILS C.M.U. CONCRETE MASONRY UNIT CONDITIONS AND THE PLANS. FACE OF MASONRY 101 WINDOW NUMBER OWNER INSTALLED COL. COLUMN 6. IF A CONFLICT OCCURS BETWEEN THE DESIGN DRAWINGS AND SPECIFICATIONS, CENTER LINE OF COLUMN A6.5 DETAILS O.D. OUTSIDE DIAMETER F.O.S. CONG. CONCRETE PROMPTLY NOTIFY THE ARCHITECT IN WRITING. AT THAT POINT, A WRITTEN P-2 MATERIAL NAME I FINISH NAME OPN'G. OPENING A F.O.M. A8.1 DOOR SCHEDULE HARDWARE NOTES AND DETAILS CONN. CONNECTION INTERPRETATION WILL BE MADE BY THE ARCHITECT AND SAID DECISION SHALL BE OPP. OPPOSITE W-1 A8.2 ROOM FINISH PLAN AND SCHEDULE CONST. CONSTRUCTION CONSIDERED PART OF THE CONTRACT DOCUMENTS. WALL TYPE ACCESSIBILITY CONST. JT. CONSTRUCTION JOINT PART'N PARTITION 7. THIS ARCHITECT WILL NOT HAVE CONTROL OF, AND WILL NOT BE RESPONSIBLE FOR, K1.1 EQUIPMENT/ FIXTURE PLAN AND SCHEDULE CONT. CONTINUOUS P. LAM PLASTIC LAMINATE OR F-1 FIXTURE/ EQUIPMENT TYPE THESE PLANS ARE INTENDED TO COMPLY WITH ALL OF THE PROVISIONS SET CEILING IDENTIFICATION CONTR. CONTRACTOR PARALLAM (BEAM) CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR FORTH BY CHAPTER 118 OF THE 2016 CBC AND THE 2010 ADA STANDARDS FOR S100 STRUCTURAL NOTES COMP COMPACTED/ COMPACTION PL. PLATE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS ACT-1 MATERIAL DESIGNATION AP-1 GRAPHIC NAME ACCESSIBLE DESIGN PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, S101 DEMOLITION PLAN C.T. CERAMIC TILE P.L. or It PROPERTY LINE ( +10'-01) HEIGHT REFERENCE OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR FDXSCXX-1 PLAS. PLASTER NOTE S102 PROPOSED PLAN DBL. DOUBLE CODE COMPLIANCE PLBG. PLUMBING THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DEG. or" DEGREE INTENT OF THE CONTRACT AND OR CONSTRUCTION DOCUMENTS. ROOM IDENTIFICATION PROJECT ANNOTATION IDENTIFICATION S103 FRAMING PLAN DET. DETAIL PLYWD. PLYWOOD OCCUPANCY GROUP: A-2 RESTAURANT 2 B DIA. or0 DIAMETER P.O.C. POINT OF CONNECTION 8. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/ OR SHORING TO INSURE (E) CUSTOMER REVISION / ADDENDUM NUMBER S104 INTERNAL WALL'S PLAN DIAG. DIAGONAL PR. PAIR STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS, LOBBY ROOM NAME CONSTRUCTION TYPE: V-B EXISTING SPRINKLERED 12 S200 STEEL FRAMING DETAIL DIM. DIMENSION PSF POUNDS PER SQ. FOOT I.E.; STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, ETC. DURING THE CPT-1 MATERIAL FINISH KEYNOTE NUMBER (NON-SEPARATED PER TABLE 508.4) DS. DOWNSPOUT PSI POUNDS PER SQ. INCH CONSTRUCTION PHASE OF THIS PROJECT. TYP S201 TYPICAL STEEL FRAMING DETAIL DWG.(S) DRAWING(S) P.T. PRESSURE TREATED 9. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE LEGAL DESCRIPTION S202 FRAMING DETAILS AND AVOID OMISSIONS. (E) EXISTING Q.T. QUARRY TILE ASSESSOR PARCEL NUMBER: 1089-031-35-0000 M100 MECHANICAL NOTES No. Description Date EA. EACH 10. UNLESS NOTED OTHERWISE, ALL MATERIALS USED WILL BE NEW AND BEAR U.L. E.C. ELECTRICAL CONTRACTOR RAD. OR (R) RADIUS M200 MECHANICAL PLANS RCP REFLECTED CEILING PLAN LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A. OR OTHER INDUSTRY ELEC. ELECTRICAL STANDARDS. E100 ELECTRICAL NOTES ELEV. ELEVATION R.D. ROOF DRAIN BUILDING SUMMARY REF. REFERENCE E.N. EDGE NAIL 11. LAYOUT ALL PARTITIONS AND CABINETS BEFORE BEGINNING CONSTRUCTION TO TENANT IMPROVEMENT AREA E200 LIGHTING PLANS E.0.C. EDGE OF COUNTER/ EQUIPMENT REINF. REINFORCEMENT PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS AND CABINETS WILL REV. REVERSE BE INSTALLED AS NOTED ON THE DRAWINGS. IF APPLICABLE, GENERAL CONTRACTOR DEFERRED SUBMITTAL E300 POWER PLAN EQ. or EQUAL TENANT IMPROVEMENT AREA: 2,708 S.F. (NO NEW S.F. ADDED) ER EXISTING RELOCATED RQMTS. REQUIREMENTS MUST OBTAIN RESOLUTION FROM ARCHITECT FOR ANY DISCREPANCIES PRIOR TO E400 ELECTRICAL SCHEDULE CONSTRUCTION OF WALL PARTITIONS AND CABINETS. EXP. EXPANSION s.c. SOLID CORE TOTAL BUILDING HEIGHT ± 20'-0" (EXISTING SINGLE STORY) P100 PUMBLING NOTES EXT. EXTERIOR SCHED. SCHEDULE 12. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY • EXTERIOR WALL MOUNTED BUILDING SIGNS FACT. FACTORY SHT. SHEET DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. P200 SANITARY STEWER PLAN F.D. FLOOR DRAIN SHT'G SHEATHING • AUTOMATIC FIRE SPRINKLER SEATING COUNT TOTAL 13. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND /OR P300 WATER SUPPLY PLAN FDN.
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