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Buffet Storage/ <br />Bakery <br />Dishwash <br />Existing Walk-in <br />Freezer <br />Service <br />Stair <br />Dumbwaiter14680 bi-fold14680 bi-fold13480 bi-fold 13480 bi-fold(2)3080 store frnt 13480 bi-fold (2)3080 store frnt <br />existing <br />StairPHASE 02 WORK <br />PHASE 01 WORK <br />existing <br />Men's <br />existing <br />Women's <br />existing <br />Unisex <br />1 <br />1 <br />2 3 2 2 3 <br />11 <br />e <br />15 <br />14 <br />4 <br />Existing Walk-in <br />Cooler <br />NO WORK REQUIRED <br />THIS AREA... <br />12 <br />Service Hall <br />KitchenDining Hall <br />approx. 2383 sq ft <br />conditioned space <br />6 5 4 3 2 1 <br />A <br />A1 <br />B <br />C <br />A3 <br />B3 <br />1a <br />A2 <br />B2 <br />10 <br />22 <br />Egress Hall <br />Electrical <br />Equipment <br />Room <br />Women's <br />Men's <br />Proposed Changes "Clouded" <br />Egress/ Service <br />Hall <br />e <br />e e <br />8 <br />9 <br />13 <br />16 <br />17 <br />18 <br />30 <br />23 <br />jmwells design <br />713 washington street <br />kerrville, texas 78028 <br />830.890.8808 <br />jmwellsdesign@gmail.com/ <br />jackmwells@outlook.com <br />C O P Y R I G H T 2 0 1 7 <br />B I N D I N G . . .D:\Jack\My Documents\Drawings\LEER CONSTRUCTION\JANOON Banquet Remodel\Janoon Tenant Improvement.dwg-- <br />A2.0 <br />18.106 <br />Floor Plan - <br />Lower Level <br />Proposed Floor Plan - Lower Level <br />1/8" = 1'-0"01PLAN <br />NORTH <br />5401 N. Hickman Rd., Denair, Ca. 95316 <br />(209) 485-8620 <br />Tenant Improvement/ Design Build112 East Yosemite AvenueManteca, CaliforniaPhase 2Janoon Banquet and Event HallA4.0 <br />03 <br />A4.1 <br />01 <br />A4.0 <br />01 <br />A4.0 <br />02 <br />Plan Detail <br />1" = 1'-0"05 <br /> A <br /> B <br /> B <br />05aPlan Detail <br />1" = 1'-0"02 Plan Detail <br />1" = 1'-0"03 Plan Detail <br />1" = 1'-0"04 <br /> A B A <br /> B <br /> A <br /> B <br /> A <br />A2.0 <br />02 <br />A2.03 <br />03 <br />A2.0 <br />04 <br />A2.0 <br />05/05a <br />B <br />C B <br />F K F <br />P <br />P <br />E <br />D <br />E <br />A2.3 <br />01 <br />" Multi-panel doors shown Details "02 - 05a" subject to <br />revision... Coordinate with owner final door selection. <br />General Notes <br />1.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS, "DRAWINGS <br />ARE NOTE TO BE SCALED". <br />2.DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. <br />3.ALL EXTERIOR SIGNAGE SHALL BE BY OWNER, AND SHALL REQUIRE A SEPARATE PERMIT. <br />4.PROVIDE APPROVED STREET ADDRESS/ SUITE NUMBER POSITIONED SUCH AS TO BE PLAINLY <br />VISIBLE AND LEGIBLE FROM THE STREET. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND <br />WITH A MINIMUM 6" HIGH CHARACTER 3/4" STROKE RECOMMENDED. UFC 901.4.4. <br />5.FIRE EXTINGUISHERS <br />A.A MINIMUM OF ONE 2A:10BC FIRE EXTINGUISHER SHALL BE PROVIDE PER "SPACE". TRAVEL <br />DISTANCE TO REACH THE EXTINGUISHER SHALL NOT EXCEED 75 FEET AND MOUNTING <br />HEIGHT SHALL NET EXCEED 48 INCHES ABOVE FINISH FLOOR. CFC SEC 1002. <br />B.ALL FIRE EXTINGUISHERS SHALL BE MOUNTED IN EASILY ACCESSIBLE LOCATIONS, FREE <br />FROM OBSTRUCTIONS. SIGNS MAY BE REQUIRED WHEN EXTINGUISHER IS NOT READILY <br />VISIBLE. UFC STD 10-1. <br />6.INTERNALLY OR EXTERNALLY ILLUMINATED "EXIT" SIGNS SHALL BE INSTALLED AT EACH EXIT <br />AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS. <br />EXCEPTION - MAIN EXTERIOR DOORS THAT OBVIOUSLY ARE CLEARLY INDENTIFIABLE AS EXISTS <br />WHEN APPROVED BY THE BUILDING OFFICIAL. UFC 1212.1 <br />7."IF REQUIRED" FIRE SPRINKLER SYSTEM PLANS AND SPECIFICATIONS SHALL BE SUBMITTED <br />SEPARATELY TO THE FIRE DEPARTMENT FOR APPROVAL. INSTALLATION SHALL BE IN <br />ACCORDANCE WITH NFPA 13, 2016. EXISTING SYSTEM SHALL BE ADJUSTED BY LICENSED <br />CONTRACTOR TO MEET NEW CEILINGS HEIGHT OF THIS PROJECT. <br />8. UNDERCUT ALL DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4" MAXIMUM. <br />9. ONLY NEW AND FIRST RATE/CLASS MATERIALS SHALL BE USED . ALL WORK AND <br />EQUIPMENT SHALL BE WARRANTED BY THE GENERAL CONTRACTOR FOR A MINIMUM OF ONE <br />YEAR FROM THE DATE OF FINAL ACCEPTANCE, EXCEPT FOR MANUFACTURE'S GUARANTEES <br />WHICH MAY BE LONGER. <br />10. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED INSTALLED, <br />CONNECTED, ERECTED, CLEANED AND CONNECTED PER MANUFACTURE'S WRITTEN <br />INSTRUCTIONS, AND THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE DESIGN <br />PROFESSIONAL IN CASE OF DIFFERENCES BETWEEN MFG'S INSTRUCTIONS BEFORE PROCESSING. <br />11. ALL GYPSUM WALL BOARD (GYP BD) UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE <br />5/8" AND SHALL BE TAPE, FLOATED, AND SANDED SMOOTH PRIOR TO FINISHING. METAL <br />CORNER BEADING SHALL BE USED AT ALL OUTSIDE CORNERS WHERE APPLICABLE (SCREWED 10" <br />O.C.) METAL "J" TRIM SHALL BE USED AT ALL EXPOSED EDGES. USE TYPE 'X' GYP BD WHERE <br />REQUIRED BY CODE. GYPSUM LATH MAY BE USEDAS A BASE FOR PLASTER VENEER WALL FINISHES <br />WHERE CAULKING IS REQUIRED, USE BACKER TO MAINTAIN A MAXIMUM 1/4" DEPTH ON ALL <br />BEADS. <br />12. ALL BLOCKING SHALL BE FIRE RETARDANT OR 16 GA. STRAPPING OR METAL CHANNELS. <br />CONTRACTOR SHALL PROVIDE BLOCKING OR CLEATS FOR ATTACHMENT OF ALL MILLWORK <br />AND/OR ADA ACCESSIBLE GRAB BARS THROUGHOUT ENTIRE PROJECT BEHIND GYPSUM BOARD. <br />13. THE GENERAL CONTRACTOR IS REQUIRED TO REMOVE ALL DEBRIS AND LEAVE WORK SITE <br />CLEAN AND FREE ;OF ALL CONSTRUCTION DEBRIS. <br />14. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL TRADES AND THEIR <br />SPECIFIC REQUIREMENTS INCLUDING BUT NOT LIMITED TO APPROPRIATE BLOCKING IN WALLS, <br />ACCESS TO MECHANICAL/ ELECTRICAL/ PLUMBING/ FIRE PROTECTION EQUIPMENT, AS <br />REQUIRED FOR MAINTAINING AND AS REQUIRED BY APPLICABLE CODES, ETC. <br />15. 'ALIGN' SHALL MEAN TO ACCURATELY LOCAL FINISHES IN THE SAME PLANE. <br />16. 'TYPICAL' OR 'TYP' SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR <br />CONDITIONS THROUGHOUT. <br />17. REFER TO ELEVATIONS AND DETAILS AS NOTED ON PLAN. <br /> Refer to Sheet "A2.1" for Wall Types... <br />5401 N. Hickman Rd., Denair, Ca. 95316 <br />(209) 485-8620 <br />A2.6 <br />01 <br />A2.6 <br />01