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PROJECT CODE NOTES: CONTRACTOR LIABILITY: SHEET INDEX: ALL CONSTRUCTION SHALL COMPLY WTIH THE CONVENTIONAL 2016 CBC UNKESS OTHER WISE NOTED TI -1 COVER SHEET CONTRACTOR TO VERIFY SITE CONDITIONS AS THEY CONSTRUCTION LIABILITY TI -3 FLOOR PLAN 0000� TI -3.1 DOOR SCHEDULE RELATE TO THE APPROVED SET OF PLANS, ALL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH TI -5 FINISH FLOOR PLAN DIMENSIONS MUST BE VERIFIED PRIOR TO TI -6 EQUIPMENT PLAN CONSTRUCTION GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION D-1 DETAILS CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE D-2 DETAILS METAL STUDS SHALL BE 25 GAGE UP TO 10' AND 20 UP TO 20' RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF E-1 ELECTRCIAL POWER PLAN CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS P-1 PLUMBING WASTE/VENT/GAS/WATER AND PROPERTY;THAT THIS REQUIREMENT SHALL BE MADE TO APPLY PD1 PLUMBING DETAILS ALL CONSTRUCTION SHALL COMPLY WITH THE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, M-1 MECHANICAL PLAN 2015 IBC CODES AND COMPLY WITH ALL STATE AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, AMMENDMENTS 2016 INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY 1 -ALL METAL STUDS TO BE MIN 25 GAGE UON AND ALL LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH THE 2 -ALL WOOD SHALL BE # 2 OR BETTER PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY 3 -ALL STRAPS SHAL BE SIMPSON ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 4 -ALL CONCRETE SHALL MEET A MIMIMUM OF 3000 PSI 5 -ALL REINFORCING BARS ARE TO BE GRADE 40 6 -ALL GLASS TO BE TEMPERED AS REQUIRED BY SECTION 2406 CBC NOTE 7 -PROVIDE GFI PROTECTION EXTERIOR OUTLETS & RESTROOM, AND AT ALL SINK WITH WEALTHER PROOF THIS DESIGN IS FOR THE AREA OF ADDITION ONLY. NO 8 -INSTALL SMOKE DETECTORS IN THE SUPPLY SIDE OF AC UNITS 2000 WARRANTY (AND UP -GRADE) AS TO THE QUALITY OR STRUCTURAL CFM AND ABOVE INTEGRITY OF THE EXISTING BUILDING OR PORTION THEREOF IS 9 -HEATING SYSTEMS IN THE ATTIC SHALL COMPLY WITH EITHER INFERRED OR IMPLIED BEYOND WHAT IS EXPRESSLY WRITTEN THE 2013 UMC OR SHOWN ON PLANS OR CALCULATIONS. o 1 0 -WATER HEATERS ARE TO BE STRAFED WITH A PAN IF IN THE ATTIC P,T, TO THE EXTERIOR 1 1 -PROVIDE PROPER COMBUSTION AIR FOR BOTH WATER HEATER AND FAU s 12 -ALL DUCTING IS TO COMPLY WITH CHAPTER 10 UMC BE CLASS I DUCTING CODES: PROJECT DATA: 13 -ALL WASTE AND VENT ARE TO BE CAST IRON 1 4 -ALL WOOD EXSPOSED TO WEALTHER ARE TO BE PRIMED OR PRESSURE TREATED 1 5 -ALL GAS PIPING TO BE 6" ABOVE GRADE 16 -ALL HOSE BIBBS TO HAVE BACK FLOW DEVISESALL WORK SHALL COMPLY WITH: 1 7 -ALL EXTERIOR DOORS TO BE WEALTHER STRIPPED ZONE 18 -CONNECTIONS SHALL COMPLY WITH TABLE 2016 CBC APN 19 -PROVIDE GREEN BOARD AT TOILET ROOMS MIN 2'-0" IN FRONT 7 20 -ALL TOILTS TO BE 1.28 GAL MAX 2016 CPC OCCUPANCY TYPE B 21 -ALL EXTERIOR PLYWOOD TO BE CDX 2016 CMC CONSTRUCTION TYPE V—B o 22 -MAIN DOOR TO HAVE A SIGN OVER IT " DOOR TO REMAIN UNLOCKED DURING - BUSINESS HOURS. 2016 CEC STORIES 3 o o 23 -ALL DOORS WILL BE PROVIDED WITH 10" KICK PLATEA AS REQUIRED SPRINKLERS YES CRAWL SPACE g 24 -ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTER 8 CBC FOR MAX 2016 CGBC Q FLAME SPREAD AND SMOKE DENSITY 2016 ENERGY REGS 25 -ALL EXIT SIGNS SHALL BE U.L. LISTED AND APPROVED TENANT SPACE 1860.00 SF 26 -ALL INTERIOR COUNTERS TO HAVE A MAX FINISH HEIGHT OF 34 A.F.F. 27 -ALL SWITCHES & T -STATS TO BE MAX 48" A.F.F TO THE TOP OF THE BOX CONSULTANTS.- 28 -ALL ELECTRICAL RECEPT TO BE MIN 15" A.F.F TO THE BOTTOM OF THE BOX SCOPE OF WORK: m Z m m m 29 -MAX HEIGH OF ALL DOOR THRESHOLDS 112'' m W w Y Y -ALL NEW DOORS TO HAVE LEVER TYPE HARDWARE HAMID POUYA PE REMODEL EXISTING: T 31 -PROVIDE TACTILE SIGNAGE AS REQUIRED PER CHAPTER 10 CBC. o g u o 5632 RAVENNA CT ADD A RESTAURANT WITH A DINING ROOM WITH FIXED SEATING SAN JOSE, CA 95118 KITCHEN, PREP AREA. REMODEL THE RESTROOMS TO MEET ADA. g IF BUILDING IS EQUIPT WITH AUTOMATIC FIRE SPRINKLERS OR HOOD & DUCT SYSTEM (408) 569-7486 HPOUYA@STRUCTECH.NET 1. SPRINKLER CONTRACTOR TO SUBMIT 5 SET OF SPRINKLER PLANS TO THE FIRE DEPT FOR APPROVAL PRIOR TO THE FIRE SPRINKLER INSTALLATION FRANK RAINONE DESIGNER Z 746 HEARTLAND DR F MANTECA, CA 95337 (209) 471-1 132 o N z iI Z n p U Z Q Q Q J O Q Q Z W U O z MAP LOCATION: CODE ANALYSIS: u C ABBREVIATIONS EGRESS ANALYSIS: & AND EA EXISTING REINS REINFORCING INT. INTERIOR DINING ROOM: 40 FIXED SEATS =40 O.L. FOOD PREP: 380/200 = 2 O.L. L ANGLE EA EACH RHWS ROUND HEAD WOOD SCREW KEC KITCHEN EQUIP. CONTRACTOR @ AT ELECT ELECTRICAL RHR RIGHT HAND REVERSE L LENGTH STORAGE: 91/300 = 1 O.L. DIAMETER EQ EQUAL RM ROOM LAV LAVATORY Z DEGREE EXT EXTERIOR RO ROUGH OPENING LF LINEAL FOOT TOTAL 43 O.L. # POUND OR NUMBER FE FIRE EXTINGUISHER RWL RAINWATER LEADER LH LEFT HAND < 11]w SQUARE FOOT FEC FIRE EXTINGUISHER CABINET SCD SEE CIVIL DRAWINGS LHR LEFT HAND REVERSED Lu AB ANCHOR BOLT FHWS FLAT HEAD WOOD SCREW SCH SECTION MAX MAXIMUM ONE EXITS REQUIRED x J v = ACOUS ACOUSTIC FIN FINISH SED SEE ELECTRICAL DRAWINGS MB MACHINE BOLT ACT Z ACOUSTIC CEILING TILE FLR FLOOR SIM SIMILAR MECH MECHANICAL Zo ACH ABOVE COUNTER HEIGHT FOC FURNISHED BY OWNER SMD w p SEE MECHANICAL DRAWINGS MFR MANUFACTURER E MINER AVE ST WOL � � Q AFF ABOVE FINISHED FLOOR INSTALLED BY CONTRACTOR SMS SHEET METAL SCREW MIN MINIMUM ALUM ALUMINUM FOS FACE OF STUD SPD SEE PLUMBING DRAWINGS MISC. MISCELLANEOUS ARCH ARCHITECTURAL, ARCHITECT FOSTL FACE OF STEEL SPEC SPECIFICATIONS MIW MAL IRON WASHER N � BID BOARD FRP FIBERGLASS REINFORCED PANEL S/S STAINLESS STEEL MOD MODULAR p � p BLDG BUILDING FT FOOT FEET STD STANDARD MTD MOUNTED N BLKG BLOCKING FTG FOOTING NG STL STEEL R — ? MTL METAL H REQUIRED PLUMBING FIXTURE COUNT PER SECTION 422 CPC v7 J BM BEAM GA GAUGE STS SELF TAPPING SCREW (N) NEW O Z TOTAL OCCUPANT LOAD IS AS FOLLOWS LLJ BOT BOTTOM GALV GALVANIZED T&G TONGUE & GROVE NIC NOT IN CONTRACT BUR BUILT-UP ROOFING GSM GALVANIZED SHEET METAL TOP TOP OF PAVEMENT NOM NOMINAL CENTER LINE GWB GYPSUM WALLBOARD TOF TOP OF FLOOR NTS NOT TO SCALE ® Q 1860/60= 31 TOTAL O.L. LESS AND 50 ONLY ONE RESTROOM REQUIRED BY SECTION 422.1 & 422.2 CPC. CLG CEILING GYP GYPSUMTOS TOP OF SLAB/STEEL OC ON CENTER w = COL COLUMN H OR HGT HEIGHT TOW TOP OF WALL OD OUTSIDE DIAMETER z 125 BRIDGE PL. w sE COMP COMPOSITE HB HOSE BIB TS TUBE STEEL PDP POWDER DRIVEN PIN CONT CONTINUOUS HHS HEX HEAD SCREW TYP TYPICAL PH PANIC HARDWARE CPT CARPET HM HOLLOW METAL UNO UNLESS NOTED OTHERWISE SHOWN DBLL PLATE D wxe NO. DOUBLE HORIZ HORIZONTAL VCT VINYL PLF PER LINAL FOOT DET DETAIL HVAC HEATING -VENTILATION- VERT VERTICAL PLAM PLASTIC LAMINATE n -I DIM DIMENSION AIR CONDITIONING W WIDTH PLYWD PLYWOOD DSA DIVISION OF STATE ARCHITECT ID INSIDE DIAMETER W/ WITH PR PAIR DWG DRAWING WD WOOD PSF POUNDS PER SQUARE FOOT OF