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 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, AND ELECTRICAL DRAWINGS ARE INCLUDED IN, AND NOT T1.2 GENERAL NOTES A.Q.T. ABRASIVE QUARRY TILE SECTION DESIGNATION DETAIL DESIGNATION MAX./MIN. MAXIMUM/ MINIMUM 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 0'-0" 8.0.J. BOTTOM OF JOIST MTD. MOUNTED INCONSISTENT WITH THESE DOCUMENTS OR WHERE THE INTENT IS IN DOUBT SHOULD SECTION / SAFETY: 2012 NFPA 101 LIFE SAFETY CODE A2.1 REFLECTED CEILING PLAN 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 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 A2.2 REFLECTED CEILING PLAN DETAILS (N) NEW A C CONDUIT COMMUNICATIONS MUST BE IN WRITTEN OR GRAPHIC FORMAT. DETAIL DESIGNATION ENERGY: 2009 INTERNATIONAL ENERGY CONSERVATION CODE WITH 2011 AND 45 (ALIAS 47-49) IRBY AVENUE 47-49) IRBY (ALIAS 45 NA OR N/A NOT APPLICABLE 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. SHEET REFERENCE NO. CEMENTITIOUS BACKER BOARD NOM. NOMINAL 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: AND DETAILS MR. KHALID CER. CERAMIC USING PREDETERMINED ARCHITECT SUPPLEMENTAL INSTRUCTIONS, CHANGE ORDER o.c. ON CENTER GRID LINE IDENTIFICATION C.J. CONTROL JOINT (COLD JOINT) PROJECT SYMBOL IDENTIFICATION O.F.C.I. OWNER FURNISHED, OR CONSTRUCTION CHANGE DIRECTIVES. A6.2 INTERIOR ELEVATIONS CLG. CEILING RAJI CONTRACTOR INSTALLED 5. CONTRACTOR IS RESPONSIBLE FOR THE MORE COSTLY RESOLUTION ON ALL CLKG. CAULKING GRID LINE 101 NUMBER A6.3 INTERIOR ELEVATIONS OFD. OVERFLOW DRAIN CONFLICTING INFORMATION PRESENTED ON THE PLANS, OR BETWEEN THE EXISTING 1.0 CLR. CLEAR FACE OF STUD 0.F.0.1. OWNER FURNISHED, CONDITIONS AND THE PLANS. A6.4 DETAILS C.M.U. CONCRETE MASONRY UNIT FACE OF MASONRY 101 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 CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR CEILING IDENTIFICATION CONTR. CONTRACTOR PARALLAM (BEAM) FORTH BY CHAPTER 118 OF THE 2016 CBC AND THE 2010 ADA STANDARDS FOR S100 STRUCTURAL NOTES SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS AP-1 COMP COMPACTED/ COMPACTION PL. PLATE ACT-1 MATERIAL DESIGNATION GRAPHIC NAME ACCESSIBLE DESIGN S101 DEMOLITION PLAN PROPERTY LINE PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, ( +10'-01) HEIGHT REFERENCE C.T. CERAMIC TILE P.L. or It FDXSCXX-1 PLAS. PLASTER OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR NOTE S102 PROPOSED PLAN DBL. DOUBLE THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CODE COMPLIANCE PLBG. PLUMBING PROJECT ANNOTATION IDENTIFICATION DEG. or" DEGREE INTENT OF THE CONTRACT AND OR CONSTRUCTION DOCUMENTS. ROOM IDENTIFICATION S103 FRAMING PLAN DET. DETAIL PLYWD. PLYWOOD OCCUPANCY GROUP: A-2 RESTAURANT 2 B REVISION / ADDENDUM NUMBER DIA. or0 DIAMETER P.O.C. POINT OF CONNECTION 8. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/ OR SHORING TO INSURE (E) CUSTOMER 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 S200 STEEL FRAMING DETAIL 12 KEYNOTE NUMBER DIM. DIMENSION PSF POUNDS PER SQ. FOOT I.E.; STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, ETC. DURING THE CPT-1 MATERIAL FINISH (NON-SEPARATED PER TABLE 508.4) TYP DS. DOWNSPOUT PSI POUNDS PER SQ. INCH CONSTRUCTION PHASE OF THIS PROJECT. 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 FLOOR DRAIN SHT'G SHEATHING • AUTOMATIC FIRE SPRINKLER SEATING COUNT TOTAL F.D. 13. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND /OR P300 WATER SUPPLY PLAN FOUNDATION SIM. SIMILAR FDN. INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY - PROPOSED (N) DINING AREA: 57 TOTAL F.E. FIRE EXTINGUISHER SM SHEET METAL • FIRE ALARM P400 PUMBLING RISER DIAGRAMS DISCREPANCIES, CONTACT THE ARCHITECT FOR WRITTEN AND/ OR GRAPHIC - ADA SEATING: 3 TOTAL (PROVIDED AND INCLUDED) F.F. FINISHED FLOOR SMS SHEET METAL SCREW DIRECTION PRIOR TO PROCEEDING WITH THAT WORK. F.F.L. FINISHED FLOOR LEVEL SPEC.(S) SPECIFICATION(S) SQ. SQUARE F.F.&E. FURNITURE, FIXTURES & 14. CONTRACTOR SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. PARKING SUMMARY EQUIPMENT SQ. IN./ FT. SQUARE INCH/FOOT IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, F.G. FLOAT GLASS S.S. STAINLESS STEEL CONTRACTOR SHALL NOTIFY THE ARCHITECT. FIGURED AND CALCULATED DIMENSION SITE AND PARKING (EXISTING REMAIN UNCHANGED) FLR. FLOOR STD. STANDARD TAKE PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND STL. STEEL LARGER SCALE DRAWINGS TYPICALLY TAKES PRECEDENCE OVER SMALLER SCALE FIN. FINISH THIS DRAWING AND ASSOCIATED F.0.F. FACE OF FINISH STOR. STORAGE DRAWINGS VERIFY WITH ARCHITECT. ALL PLAN DETAILS AND WALL SECTIONS ARE DOCUMENTS ARE THE EXCLUSIVE F.O.M. FACE OF MASONRY STRUCT. STRUCTURAL ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE. PROPERTY OF ORIGINATION DESIGN,LLC SUSP. SUSPENDED PROJECT TEAM VICINITY MAP DESCRIPTIVE SUMMARY OF WORK F.O.S. FACE OF STUD 15. PROVIDE SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR AND ARE NOT TO BE REPRODUCED OR SYM. SYMMETRICAL F.R. FIRE RETARDANT EQUIPMENT SHOWN OR SPECIFIED TO BE ATTACHED TO THE WALLS. PROVIDE THIS MAP IS REFERRED FROM GOOGLE MAPS WEBSITE COPIED IN WHOLE OR IN PART, EXCEPT F.R.P. FIBERGLASS REINFORCED PANEL TEMP. OR T" TEMPERATURE ADDITIONAL STRUCTURAL SUPPORT (ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE TENANT THE WORK INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT TO BUILD, FINISH, AND AS REQUIRED FOR THE STATED FT. FOOT /FEET THK. THICKNESS THE WEIGHT OF ATTACHED ITEMS OR EQUIPMENT IS TOO GREAT TO BE SUPPORTED FIREHEN PROVIDE TENANT IMPROVEMENT FOR A PROPOSED RESTAURANT. PROJECT. THEY ARE ONLY TO BE USED FTG. FOOTING T&G TONGUE & GROOVE BY METAL STUDS. PROVIDE BLOCKING FOR OWNER FURNISHED OR INSTALLED ITEMS. 45 (ALIAS 47-49) IRBY AVENUE, FOR THIS PROJECT AND SITE F.V. FIELD VERIFY T.N. TOE NAIL ATLANTA, GA 30305 THE WORK SHALL INCLUDE ALL ITEMS REQUIRED AS SHOWN ON THE DRAWINGS. SPECIFICALLY IDENTIFIED HEREIN AND 16. WEATHER CONDITIONS: CONTRACTOR(S) WILL PROTECT ALL PARTS OF THEIR WORK GA. GAUGE (GAGE) T.O.B. TOP OF BEAM CONTACT: KHALID RAJI ALL MECHANICAL EQUIPMENT AND SYSTEMS, ALL ELECTRICAL SYSTEMS, AND ARE NOT TO BE USED ON ANY OTHER FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD TO GWB GYPSUM WALLBOARD T.O.C. TOP OF CURB CELL: 202-746-4612 EQUIPMENT ARE TO BE INCLUDED FOR A COMPLETE OPERATING SYSTEM WITH PROJECT WITHOUT WRITTEN CONSENT THE SATISFACTION OF THE ARCHITECT ANY PORTION OF THE WORK WHICH MAY HAVE OF ORIGINATION DESIGN, LLC. G.C. GENERAL CONTRACTOR T.O.F. TOP OF FOOTING EMAIL: [email protected] COORDINATION AND INSTALLATION INCLUDED. BECOME DAMAGED. SCALES AS NOTED ON THIS DRAWING GALV. GALVANIZED T.O.P. TOP OF PARAPET ARCHITECT ARE VALID ON THE ORIGINAL DRAWING G.I. GALVANIZED IRON T.O.PL. TOP OF PLATE 17. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND INTERIOR: ORIGINATION DESIGN, LLC ONLY, THE DIMENSIONS OF WHICH ARE GLB. T.0.S. TOP OF SLAB GLUE-LAMINATED BEAM RELATED O.S.H.A. STANDARDS FOR THE PROTECTION AND SAIFETY FOR THEIR 599 CROSSVILLE RD. 24 x 36 INCHES. T.O.W. NEW INTERIOR PARTITIONS/ / CEILING/ FLOOR TILES . HB HOSE BIBB TOP OF WALL EMPLOYEES ON SITE. THIS ARCHITECT WILL BE HELD HARMLESS BY BURGERIM AND SUITE 111 T.S. H.C. HOLLOW CORE TOP OF SHEATHING GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ROSWELL, GEORGIA 30075 NEW LIGHTING FIXTURES/ OUTLETS AND SWITCHES. TYP. TYPICAL ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE Project Number H.D. HUB DRAIN 404-542-0838 NEW PAINT/ GRAPHIC SIGNAGE. 01823 HDR. HEADER U.N.O. UNLESS NOTED OTHERWISE PRE I ACTUAL/ POST CONSTRUCTION PHASES OF THIS PROJECT. [email protected] U.L. UNDERWRITERS LABORATORY Date HDW. HARDWARE 18. CONTRACTORS WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY www.originationdesign.com 01/23/2019 HGR. HANGER EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT EXTERIOR: VERT. OR M VERTICAL MECHANICAL, ELECTRICAL, PLUMBING HGT. or HT. HEIGHT V.I.F. VERIFY IN FIELD ALL TIMES, ALONG w/ A BROOM/ VACUUM FINISH AT THE END OF EACH WORKING DAY. Drawn By NEW BUILDING SIGNAGE H.M. HOLLOW METAL V.T.R. VENT THROUGH ROOF CONSULTING ENTERPRISES, CORP. J.G. 19. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT HORIZ. or H HORIZONTAL v.w.c. VINYL WALL COVERING 1048 INDUSTRIAL COURT SUITE F H.S.B. CENTERLINE OF DOORS TYPICALLY. Checked By HIGH STRENGTH BOLT w/ orw/o WITH, WITHOUT SUWANEE, GEORGIA 30024 J.G. I.D. INSIDE DIAMETER W/C WATER CLOSET 20. PAINT ALL WALL SURFACES. DOOR FRAMES. BULKHEADS AND IN ROOMS I.E. IN EXAMPLE WD. WOOD WHERE INDICATED ON ROOM FINISH SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS IN. INCH/ INCHES WH WATER HEATER ADJACENT TO WALLS RECEIVING PAINT AND RELOCATE ITEMS. ALL NEW PAINTING THE DRAWINGS FOR THIS PROJECT ARE THE PROPERTY OF ORIGINATION DESIGN, LLC. INSUL. INSULATION W.I.B. WALK-IN BOX SHALL INCLUDE (1) ONE COAT PRIMER AND (2) TWO COATS OF PAINT (UNLESS NOTED COPIES OF THE DRAWINGS MAY BE USED ONLY BY THE OWNER TO CONSTRUCT AND INT. INTERIOR W.R. WATER RESISTANT OTHERWISE). OCCUPY HIS PROJECT. NEITHER THE DRAWINGS NOR THE DESIGN INDICATED ON THE INV. INVERTED WT. WEIGHT 21. ALL WEATHER - EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO DRAWINGS MAY BE REPRODUCED NOR USED FOR ANY OTHER PROJECT OR PURPOSE. T1.1 JT. OR JNT. JOINT WWF. WELDED WIRE FABRIC PROTECT THE INTERIOR WALL COVERING AND EXTERIOR OPENINGS SHALL BE ORIGINATION DESIGN, LLC. ACCEPTS RESPONSIBILITY ONLY FOR THOSE DRAWINGS JST. JOIST WWM. WELDED WIRE MESH FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. WHICH HAVE AN ORIGINAL SEAL, SIGNATURE, CONSTRUCTION ISSUE DATE, AND DATE Scale OF FINAL REVISION FOR THE DRAWINGS. 1/23/19 5:17:56 PM 5:17:56 1/23/19

ISSUED FOR CONSTRUCTION

GENERAL NOTES

1. GENERAL (E) SURFACE DRAINAGE PATTERN, INCLUDING (E) ROOF DRAINAGE LOAD TRANSFERRED TO GROUND LEVEL, IS TO REMAIN AS IS. 2. THIS IS A CONCEPTUAL SITE PLAN. UNLESS OTHERWISE NOTED, ALL ELEMENTS AND CONDITIONS ARE EXISTING. 3. VEHICULAR ACCESS DRIVES MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION. 4. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS AND TRAFFIC CONES PER LOCAL REQUIREMENTS. ACCESS TO DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. 5. ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES TO CONFORM TO CITY (E) PARKING AREA STANDARD CONSTRUCTION SPECIFICATIONS. 6. CONTRACTOR SHALL SWEEP ENTIRE SITE OR PORTIONS OF SITE TO BE USED BY THE PUBLIC AND SURROUNDING RIGHT-OF-WAY AREA OF THE STREET PRIOR TO USE BY THE GENERAL PUBLIC. 7. THE SITE SHALL BE KEPT FREE OF FIRE HAZARDS FROM THE START OF CONSTRUCTION TO FINAL INSPECTION. 8. THE G.C. SHALL IMPLEMENT A BMP FOR ALL ACTIVITIES PER CAL GREEN REQUIREMENTS. 9. THE G.C. IS RESPONSIBLE TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TO 599 CROSSVILLE RD. SUITE 111 PERFORMING EXTERIOR WORK. CALL 811 AT LEAST 2 DAYS BEFORE DIGGING. ROSWELL, GA 30075 10. G.C. TO VERIFY ANY ABRUPT CHANGE IN LEVEL EXCEEDING 1/2" EXISTING CONCRETE O: 678.387.1814 SLAB/ASPHALT TRANSITION FROM ENTRY TO PUBLIC WAY/ ACCESS. G.C. TO PROVIDE M: 404.542.0838 CLEAR PATH OF TRAVEL, PER SECTION 11B-303. WWW.ORIGINATIONDESIGN.COM 11. SITE & PARKING IS EXISTING TO REMAIN UNCHANGED. 12. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, CONTRASTING WITH THEIR BACKGROUND. NUMBERS SHALL BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE OF .5 INCHES. WHERE ACCESS

GREASE TRAP BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. (CFC 505.1) 13. THE G.C. IS RESPONSIBLE TO FIELD VERIFY AND LOCATE ALL WET AND DRY UTILITIES CONNECTION POINTS PRIOR TO ANY DEMOLITION OR CONSTRUCTION. (I.E. GAS, WATER AND SEWER, CLEAN OUTS, ETC.

AREA OF ALTERATION WITHIN

(E)BUILDING ONLY) REFERANCE EXISTING SITE PLAN (FOR SITE EXISTING 45 (ALIAS 47-49) IRBY AVENUE 47-49) IRBY (ALIAS 45 ATLANTA, GA 30305 ATLANTA, FIRE HENFIRE RESTAURANT MR. KHALID RAJI

(E) PARKING AREA

No. Description Date

SCALE CURB RAMP 3 N.T.S.

THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF ORIGINATION DESIGN,LLC AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF ORIGINATION DESIGN, LLC. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 24 x 36 INCHES. Project Number 01823 Date 01/23/2019 Drawn By M.D. Checked By J.G. AS1.1 SCALE SCALE EXISTING SITE PLAN - (FOR REFERENCE ONLY) 8 ACCESSIBLE PARKING SIGN 4 Scale

N.T.S. N.T.S. PM 5:17:52 1/23/19

ISSUED FOR CONSTRUCTION DEMOLITION GENERAL NOTES:

1 3 4 1. SEE T1.1 FOR FURTHER GENERAL DEMOLITION NOTES:

TO BE REVIEW AND MODIFY BASEND ON DEMOLITION KEYNOTES: TENANT COMMENTS.

A

599 CROSSVILLE RD. SUITE 111 ROSWELL, GA 30075 O: 678.387.1814 M: 404.542.0838 WWW.ORIGINATIONDESIGN.COM

H EXISTING/ DEMO FLOOR PLAN DEMO EXISTING/ 45 (ALIAS 47-49) IRBY AVENUE 47-49) IRBY (ALIAS 45 ATLANTA, GA 30305 ATLANTA, FIRE HENFIRE RESTAURANT C MR. KHALID RAJI

DEMOLITION LEGEND:

DEMOLISHED WALLS

DEMOLISHED DOORS D DEMOLISHED EXISTING WALLS TO REMAIN UNLESS OTHERWISE NOTED No. Description Date

2 A5.1

THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF ORIGINATION DESIGN,LLC AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED E FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT F OF ORIGINATION DESIGN, LLC. 2 SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 24 x 36 INCHES. G Project Number 01823 Date 01/23/2019 Drawn By M.D. Checked By J.G. N A1.1 SCALE DEMOLITION FLOOR PLAN 1 Scale 1/4"= 1'-0" 1/4" = 1'-0" 1/23/19 5:17:32 PM 5:17:32 1/23/19

ISSUED FOR CONSTRUCTION 36' - 5 3/4" GENERAL NOTES 18' - 1" 2' - 11" 7' - 7 1/2" 7' - 10 1/4" 1. SEE SHEET K1.1 FOR EQUIPMENT, FURNITURE, FIXTURES AND PLUMBING FIXTURES. 1 3 4 2. SEE REFLECTED CEILING PLAN FOR SOFFIT AND LIGHTING INFORMATION. 3. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH W-1 PLANS IN RELATION TO EXISTING FIELD CONDITIONS. 1 1

107 106 4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION

18x48 DOCUMENTS. DO NOT EVER SCALE DRAWINGS.

104 5. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL (GWB) TO FACE OF FINISHED 2 20' - 6 7/8" 7' - 3 1/4" WALL (GWB), UNLESS OTHERWISE NOTED ON PLANS.

MEN'S 7' 6" - W-3 6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, 5-tier 4' - 1 5/16"4' 1 - 6 E INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED IN ACCORDANCE W-3 RESTROOM 18x48 WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS AND/OR INSTRUCTIONS. H F 110 9 A6.1 7 7. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE ARCHITECT, W-3 OWNER, AND LANDLORD UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR A 105 8 G SHALL PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENTS, TOOLS, 2 WOMEN'S 5-tier CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION AND OTHER SERVICES

RESTROOM 18x48 AND FACILITIES NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK. W-3 W-6 109 5-tier 8. THE CONTRACTOR WARRANT TO THE OWNER AND TO THE ARCHITECT THAT ALL 7' - 6" 2 A 9 MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT ARE NEW UNLESS 599 CROSSVILLE RD. SUITE 111 OTHERWISE SPECIFIED, AND THAT ALL WORKS SHALL BE AS SPECIFIED AND FREE OF WALK-IN COOLER 2 D B 108 DEFECTS. ROSWELL, GA 30075 5 A6.1 3 107 106 O: 678.387.1814 9. ALL OUTSIDE CORNERS AT DRYWALL PARTITION AND FURRING TO HAVE METAL M: 404.542.0838 CORNER BEADS SPACKLE AND SMOOTH. 4 C WWW.ORIGINATIONDESIGN.COM 5-tier

11' - 2 1/16" 11' - 10. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL NEW DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. W-3 14' - 8 1/2"14' 8 - W-3 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE AREA W-3 OF WORK AND AREA AFFECTED BY CONSTRUCTION; TO INCLUDE BUT NOT LIMITED TO 18x48 DRY STORAGE FLOORS, MILLWORK, FIXTURES, ETC. FOLLOWING THE INSTALLATION OF THE MILLWORK. 105 5-tier 7' - 6" FREEZER 7' - 0" 3' - 2 1/8" 6' - 0" 6' - 11 1/2" 12. THE GENERAL CONTRACTOR SHALL COORDINATE THE LOCATIONS FOR THE WALL MOUNTED TELEVISIONS AND GRAPHIC SIGNAGE TO PROVIDE BLOCKING FOR 0' - 8 1/4" 108 MOUNTING. 2' - 10" 2' - 12' - 0" 12' - 25' - 7" 25' -

18x48 13. ALL WET/PLUMBING WALLS ARE TO BE PROVIDED WITH MOISTURE RESISTANT GYP. H BOARD. UNLESS TILE IS TO BE USED, THEN PROVIDE CEMENT BACKER BOARD. 18x48 HALLWAY 1 A COOK LINE 14. ALL PLUMBING WALLS ARE TO BE 6" METAL STUD FRAMING. PROVIDE REQUIRED

2 BLOCKING FOR WALL MOUNTED FIXTURES, GRAB BARS, SHELVING, CABINETRY, ETC.

104 103 DCOOK LINE BCOOK LINE 4 A6.3 2 15. THERE SHALL BE NO PENETRATIONS TO A DEMISING WALL. UNLESS OTHERWISE

5-tier NOTED. IF PENETRATIONS ARE TO BE NOTED, THEN ALL PENETRATIONS INCLUDING CONDUITS, PIPES, DUCTWORK, ETC. SHALL BE UL RATED PER CURRENT CODE

W-3 18x48 3 C COOK LINE REQUIREMENTS. T.R. T.R. 36' - 3 7/8" 16. NO PLUMBING IS ALLOWED IN DEMISING WALLS. FURR OUT AS REQUIRED. 12' - 6 3/4"12' 6 - 102 15' - 0" 2 5-tier

EXHAUST HOOD WALL TYPES FLOORPROPOSED PLAN 45 (ALIAS 47-49) IRBY AVENUE 47-49) IRBY (ALIAS 45 ATLANTA, GA 30305 ATLANTA, (E) INTERIOR WALL TO REMAIN HENFIRE RESTAURANT 15' HOOD W-0 C W-1 (E) EXTERIOR WALL TO REMAIN W-3 MR. KHALID W-2 (E) DEMISING WALL TO REMAIN 18' HOOD RAJI A SERVICE W-3 (N) 6" x 20GA. METAL STUDS @ 16" O.C. w/ 5/8" GYPSUM BOARD ON EACH SIDE 18' - 0" 5 AREA W-4 (N) 4" x 20GA. METAL STUDS @ 16" O.C. w/ 5/8" GYPSUM BOARD ON EACH SIDE

7' 6" - EXHAUST HOOD A6.3 SERVICE AREA W-5 (N) FURRED WALL, 6" x 20GA. METAL STUDS @ 16" O.C. w/ 5/8" GYP. BOARD 74' - 10. (VERIFY IN FIELD) IN 74' 10. - (VERIFY 103 6 B SERVICE AREA W-6 (N) 6" x 16GA. METAL STUD 43 1/2" HIGH LOW WALL @ 16" O.C. 5/8" GYPSUM BOARD 14' - 11" 14' -

14' - 10 7/16" 14' - NOTE: HOT COLD · PROVIDE 5/8" WATER RESISTANT GYP. BOARD WHERE PLUMBING WALLS OCCUR, TYP.

3' 0" - · PROVIDE 5/8" TYPE "X" GYP. BOARD WHERE COOKLINE WALLS OCCUR, TYP. · TYPICAL WALLS TO RECEIVE 5/8" GYP. BOARD.

10' - 2 3/32" Sim 4 3' - 7 9/16" KEYNOTES A6.5 7' - 1 19/32" SERVING LINE 4' - 0 3/16"4' 0 - D 1 (E) DOOR TO REMAIN. SEE DOOR SCHEDULE W-6 2 (N) DOOR AND FRAME. SEE DOOR SCHEDULE 20' - 0 15/32" No. Description Date 36' - 3 7/8" 3 (N) IMPACT DOOR w/ WINDOW. SEE DOOR SCHEDULE

4 (N) FLOOR , SEE PLUMBING PLANS

5 (N) FLOOR DRAIN, SEE PLUMBING PLANS 20 6 PROVIDE (N) TRANSITION STRIP A7.1 (N) WALL-MOUNTED FIRE EXTINGUISHER UNIT. 65 SEAT 7 MOUNT HANDLE AT +4'-0" A.F.F. MAX. 8 (N) ACCESSIBLE P.O.S. COUNTER QUEUE PROVIDE FULL HEIGHT STAINLESS STEEL COVER PLATE/ ANGLE 2 LINE 9 A5.1 1/4"18' 9 - 3/8"18' 9 - DINING 10 (N) BUILT-IN PASS THRU-WINDOW FRAME 18' - 10" 18' - 102 11 (N) 45" HIGH COUNTERTOP, FLUSH WITH PASS-THRU WINDOW SILL A DINING 15' - 0 9/16" 15' - 1 AREA W-6 12 RUN DATA / CABLE / PHONE / POWER PER NEW P.O.S. UNDER FIXTURE DDINING AREA DINING B AREA 4 A6.2 2 13 (N) ROLLER SHADES THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE 4 (N) TACTILE EXIT SIGN PROPERTY OF ORIGINATION DESIGN,LLC 14 T1.3 3 C DINING AND ARE NOT TO BE REPRODUCED OR 30x48 2 AREA 15 (N) INTERNATIONAL ACCESSIBILITY SYMBOL COPIED IN WHOLE OR IN PART, EXCEPT T1.3 AS REQUIRED FOR THE STATED W-2 16 (N) 18" HIGH SNEEZE GUARD PROJECT. THEY ARE ONLY TO BE USED E FOR THIS PROJECT AND SITE W-6 W-4 17 PROVIDE POWER AND DATA JACK AT 36" A.F.F. SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROVIDE J-BOX FOR LED SIGN BOXES @ BAR COUNTER PROJECT WITHOUT WRITTEN CONSENT 2' - 9 1/4" 2' 9 - 18 OF ORIGINATION DESIGN, LLC. F PROVIDE J-BOX @ 60" A.F.F. SCALES AS NOTED ON THIS DRAWING Sim 30x48 19 ARE VALID ON THE ORIGINAL DRAWING 4 ENTRY ONLY, THE DIMENSIONS OF WHICH ARE 6' - 11 9/16" 6' - 20 (E) ELECTRICAL SUB-PANELS TO REMAIN A6.5 30x48 24 x 36 INCHES.

4' 3" - 101 3' 1" - 5' - 0" W-3 2' 1" - Project Number 01823 G 101 Sim W-2 Date 4 01/23/2019 W-5 5 4 A6.5 1 A6.5 A6.5 Drawn By M.D. 2' - 7" 15' - 6" 18' - 4 3/4" Checked By J.G. 1 N 1 2 A5.1 3 4 36' - 5 3/4" A1.2 SCALE PROPOSED FLOOR PLAN 1 Scale 1/4" = 1'-0"

1/4"= 1'-0" PM 5:17:35 1/23/19

ISSUED FOR CONSTRUCTION GENERAL NOTES

1. REFER TO ARCHITECTURAL FLOOR PLAN FOR ADDITIONAL DIMENSIONS. 2 1 3 4 2. ALL HEIGHT REFERENCES ARE TAKEN FROM DATUM-TOP OF SLAB FOR AREA A5.1 INDICATED. 1 3. REFER TO WINDOW SCHEDULE FOR WINDOW FINISHES AND WINDOW TYPES. PAINTED METAL STANDING METAL 4. REFER TO DOOR SCHEDULE FOR DOOR FINISHES AN DOOR TYPES, SHEET 8.1. COPING, TYP. WFX -2 AWNING T.O. PLATE 5. BUILDING SINAGE UNDER SEPARATE PERMIT AND SUBMITAL. 13' - 0" 6. ALL SIGNS AND LOGOS BY SIGN VENDOR.

7. LIGHTING FIXTURES PER ELECTRICAL LIGHTING SCHEDULE. T.O. PARAPET 10' - 5"

T.O. STOREFRONT 7' - 3"

DECORATIVE

WFX -1 WALL SCONCE 10' - 0" 10' - 599 CROSSVILLE RD. SUITE 111

7' 3" - ROSWELL, GA 30075 WFX -1 O: 678.387.1814 M: 404.542.0838 FINISHED FLOOR WWW.ORIGINATIONDESIGN.COM 0' - 0"

SCALE EXTERIOR ELEVATION - SOUTH SIDE- FRONT ENTRANCE 4 FINISH LEGEND 1/4" = 1'-0"

NOTE: REFER TO FINISH SCHEDULE AND FINISH LEGEND ON SHEET A8.2 FOR SPECIFICATION OF ALL MATERIALS AND FINISHES

WFX - 1 WALL FINISH, REFER TO FINISH SCHEDULE

FULL CMU, REFER TO FINISH SCHEDULE ELEVATIONS EXTERIOR 45 (ALIAS 47-49) IRBY AVENUE 47-49) IRBY (ALIAS 45 ATLANTA, GA 30305 ATLANTA, FIRE HENFIRE RESTAURANT MR. KHALID RAJI

A H C D E F G PAINTED METAL 2 COPING, TYP. A5.1 No. Description Date ARTWORK AND LOGOS BY OTHERS, (NIC) TYP. STANDING METAL WFX -2 AWNING T.O. PLATE 13' - 0"

WFX -1 T.O. PARAPET 10' - 5"

T.O. STOREFRONT 7' - 3"

WFX -1 WFX -1 1' 5" - 10' - 0" 10' -

DECORATIVE 7' 3" - WALL SCONCE THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF ORIGINATION DESIGN,LLC AND ARE NOT TO BE REPRODUCED OR FINISHED FLOOR COPIED IN WHOLE OR IN PART, EXCEPT 0' - 0" AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND STANDING ARE NOT TO BE USED ON ANY OTHER METAL AWNING PROJECT WITHOUT WRITTEN CONSENT OF ORIGINATION DESIGN, LLC. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 24 x 36 INCHES. Project Number 01823 Date 01/23/2019 Drawn By M.D. Checked By J.G. A4.1 SCALE EXTERIOR ELEVATION - WEST SIDE 6 Scale 1/4" = 1'-0" 1/4" = 1'-0" 1/23/19 5:17:38 PM 5:17:38 1/23/19

ISSUED FOR CONSTRUCTION 599 CROSSVILLE RD. SUITE 111 ROSWELL, GA 30075 O: 678.387.1814 M: 404.542.0838 WWW.ORIGINATIONDESIGN.COM

1 WALLSECTIONS G 2 3 A6.5 A6.5 PREFINISHED METAL COPING PREFINISHED METAL COPING 45 (ALIAS 47-49) IRBY AVENUE 47-49) IRBY (ALIAS 45 ATLANTA, GA 30305 ATLANTA, - COLOR AS SCHEDULED - COLOR AS SCHEDULED HENFIRE RESTAURANT 8" REINF. CMU BOND BEAM - SEE STRUCT. DWGS. CMU WALL - PAINT AS SINGS AND LOGOS BY SCHEDULED SIGN VENDOR, (NIC) TYP. MR. KHALID SURFACE APPLIED ROOF MEMBRANE SURFACE APPLIED ROOF MEMBRANE ADHERED TO CMU SUBSTRATE Sim ADHERED TO CMU SUBSTRATE Sim RAJI 1 1 EXISTING ROOF A6.5 EXISTING ROOF A6.5 STRUCTURE TO REMAIN STRUCTURE TO REMAIN

BRICK VENEER w/ WALL TIES 2' - 10" 2' - 10" 2' - 0' 8" - T.O. STOREFRONT 0' 8" - T.O. STOREFRONT 7' - 3" 7' - 3" No. Description Date GYP. BD. CEILING GYP. BD. CEILING - SEE RCP DWGS. - SEE RCP DWGS. 3' - 0" 13' - 0'.13' -

3' - 0" 0". 13' - STEEL BEAM STEEL BEAM - SEE STRUCT. DWGS. - SEE STRUCT. DWGS. PREFINISHED MANUFACTURED METAL PREFINISHED MANUFACTURED METAL CANOPY AND HANGER RODS WITH CANOPY AND HANGER RODS WITH CLEVIS TURN BUCKLE ADJUSTMENT CLEVIS TURN BUCKLE ADJUSTMENT 8' 0" - 7' 3" - 7' 3" - ALUMINUM STOREFRONT AS SCHEDULED ALUMINUM STOREFRONT AS SCHEDULED

THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF ORIGINATION DESIGN,LLC AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE EXISTING FLOOR 6 EXISTING SIDEWALK SLAB 6 EXISTING FLOOR EXISTING SIDEWALK SLAB SPECIFICALLY IDENTIFIED HEREIN AND A6.5 A6.5 SLAB TO REMAIN TO REMAIN SLAB TO REMAIN TO REMAIN ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF ORIGINATION DESIGN, LLC. FINISHED FLOOR FINISHED FLOOR SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING 0' - 0" 0' - 0" ONLY, THE DIMENSIONS OF WHICH ARE 24 x 36 INCHES. Project Number 01823 Date 01/23/2019 Drawn By B.R. Checked By J.G. A5.1 SCALE SCALE 2 WALL SECTION AT STOREFRONT w/ BRICK VENEER 1 Scale WALL SECTIONAT STOREFRONT w/ CMU WALL 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 1/23/19 5:17:39 PM 5:17:39 1/23/19

ISSUED FOR CONSTRUCTION