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GENERAL NOTES
<br />A. GENERAL REQUIREMENTS
<br />1. CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA BUILDING CODE 2013 EDITION (HEREINAFTER REFERRED
<br />TO AS THE CODE), ALL APPLICABLE ORDINANCES AND REGULATIONS, THE SPECIFICATIONS AND THE
<br />DRAWINGS.
<br />2. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
<br />THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSON AND PROPERTY.
<br />THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE
<br />CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY AND REQUIRED BY GOVERNING CITY
<br />AGENCIES.
<br />3. TRADE NAMES AND MANUFACTURES REFERRED TO ARE FOR QUALITY SUBMITTED TO AND APPROVED BY THE
<br />OWNER AND DESIGNER PRIOR TO THEIR PURCHASE AND INCORPORATION INTO THE WORK.
<br />4. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN SUBCONTRACTORS BASED ON ENTIRE
<br />SET OF DOCUMENTS. NO EXTRA COMPENSATION WILL BE GIVEN TO A BIDDER OR SUPPLIER WHO HAS BID
<br />FROM AND INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. IN CASE OF INCONSISTENCIES OR
<br />DISCREPANCIES BETWEEN DRAWINGS THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY AND THE
<br />CONTRACTOR SHALL NOTIFY OWNER/ARCHITECT IMMEDIATELY OF SUCH DISCREPANCIES.
<br />5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR ON THE FIELD TO VERIFY EXISTING SITE CONDITIONS AND
<br />DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE CONDITIONS SHOWN ON THESE DOCUMENTS ARE
<br />BASED ON INFORMATION SUPPLIED BY LANDLORD.
<br />6. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION DRAWINGS ON SITE
<br />DURING CONSTRUCTION. THE CONTRACTOR SHALL INDICATE ON THESE PLANS ALL APPROVED CHANGES TO
<br />THIS WORK. THIS SET SHALL BE TURNED OVER TO OWNER/ARCHITECT WHEN THE PROJECT IS COMPLETE.
<br />7. IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR ON THESE DRAWING, SPECIFICATIONS OR OTHER
<br />CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY OWNER/ARCHITECT IMMEDIATELY.
<br />8. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED UNLESS SUBMITTED IN WRITING TO OWNER\ARCHITECT FOR
<br />APPROVAL IN WRITING. NOTIFICATION MUST BE SUBMITTED WITHIN 10 WORKING DAYS OF CONTRACT AWARD.
<br />9. THE CONTRACTOR IS REQUIRED TO PROVIDE A LIST OF ALL SUBCONTRACTORS TO BE USED AND SUBMIT
<br />LIST TO THE OWNER/ARCHITECT WITHIN 10 WORKING DAYS OF CONTRACT AWARD.
<br />10. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING IN AND VERIFYING ALL SHIPMENTS OF OWNER SUPPLIED
<br />MATERIALS. THIS INCLUDES VERIFYING PACKING LISTS AGAINST ORDER FORMS AND BILLS OF LOADING. IF
<br />THIS IS NOT DONE, THE CONTRACTOR WILL BEAR THE COST OF ANY EXPEDITED FREIGHT CHARGES TO MEET
<br />THE CONSTRUCTION SCHEDULE. THE CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE REPORTS AND
<br />MUST MAINTAIN PACKING MATERIALS FOR SHIPMENT OF DAMAGED ITEMS.
<br />11. THE CONTRACTOR SHALL KEEP ALL HANDBOOKS AND PAPERWORK INCLUDING ALL PACKING SLIPS LADING IN
<br />A MARKED ENVELOPE. THIS ENVELOPE IS TO BE TURNED OVER TO OWNER.
<br />12. THE CONTRACTOR SHALL DELIVER TO OWNER A COPY OF THE CERTIFICATE OF OCCUPANCY, LIEN WAIVER,
<br />WARRANTIES, GUARANTEES AND EQUIPMENT OPERATION MANUALS. THE ORIGINAL CERTIFICATE OF
<br />OCCUPANCY TO BE FRAMED AND MOUNTED AT STORE MANAGER'S DESK.
<br />13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF ALL TRADES.
<br />14. THE DRAWINGS ARE NOT TO BE SCALED.
<br />15. THESE DRAWING ARE NOT TO BE ALTERED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR
<br />FROM OWNER'S ARCHITECT.
<br />16. COORDINATE CONSTRUCTION TIME AND NOISE REQUIREMENTS WITH BUILDING OWNER.
<br />17. UPON COMPLETION OF CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN ALL
<br />FINISH SURFACES AS PER MANUFACTURER'S INSTRUCTIONS AND TO EMPLOY THE SERVICES OF A
<br />PROFESSIONAL CLEANING COMPANY IN ORDER TO ASSURE THE OWNER OF AN ABSOLUTELY CLEAN STORE. IF
<br />AN UNTIDY STORE IS TURNED OVER, THE OWNER RESERVES THE RIGHT TO EMPLOY SIMILAR CLEANING
<br />SERVICES AND TO DEDUCT THE COST PLUS 10% FROM THE BALANCE OF THE CONTRACTOR'S CONTRACT
<br />SUM.
<br />18. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING OF ALL EQUIPMENT, MERCHANDISE, CARPET, AND
<br />ETC.
<br />19. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING OF STUDS, INSERTS AND BLOCKING AS REQUIRED.
<br />20. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS
<br />MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF
<br />THE WORK.
<br />21. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE STARTING ANY WORK.
<br />22. VERIFY LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE
<br />APPLICABLE.
<br />23. VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE.
<br />24. GLASS AND GLAZING SHALL CONFORM WITH THE CODE, CHAPTER 24 AND TO U.S. CONSUMER PRODUCT
<br />SAFETY COMMISSION REQUIREMENTS. GLAZED OPENINGS LESS THAN 18 INCHES ABOVE ADJACENT FLOOR
<br />SHALL BE TEMPERED GLASS APPROVED FOR IMPACT HAZARD.
<br />25. LATHING, PLASTERING AND GYPSUM DRYWALL SHALL CONFORM TO THE CODE, CHAPTER 25. GYPSUM
<br />DRYWALL FASTENERS SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT BEFORE JOINTS
<br />ARE TAPED. ALL DRYWALL SHALL BE 5/8" THICK, TYPE "X" 1 -HOUR UNLESS OTHERWISE NOTED.
<br />26. IN ALL INSTANCES PROVIDE ISOLATION OF ALUMINUM FROM ADJACENT STEEL..
<br />27. PROVIDE ALL NECESSARY BACKING AND FRAMING FOR WALL MOUNTED ITEMS, LIGHT FIXTURES AND ALL
<br />OTHER ITEMS REQUIRING SAME.
<br />28. ALL INSULATION, INCLUDING FACINGS, SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A
<br />SMOKE DENSITY NOT EXCEEDING 450. AS PER C.B.C. 720.2
<br />29. GREEN BUILDING GUIDELINES. TO THE EXTENT PRACTICAL, THE APPLICANT SHALL INCORPORATE GREEN
<br />BUILDING MEASURES. GREEN BUILDING PLAN SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR REVIEW.
<br />(THROUGH COMPLETION)
<br />30. A MINIMUM OF 7'-6" HEADROOM CLEARANCES IS REQUIRED ABOVE ANY FINISH FLOOR TO ANY CEILING,
<br />BEAM, PIPE OR SIMILAR CONSTRUCTION PER C.B.C. 12.08.2.
<br />31. ALL RAMP SURFACES SHALL BE SLIP RESISTANT.
<br />32. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL HAVE A DESIGN LISTING/NUMBER. ANY EQUIPMENT
<br />NOT LISTED WILL BE REQUIRED TO BE FIELD TESTED AND CERTIFIED BY AN APPROVED TESTING AGENCY. IT
<br />IS THE RESPONSIBILITY OF THE OWNER AND HIS DESIGN/CONSTRUCTION TEAM TO NOTIFY THE BUILDING
<br />DEPARTMENT IF FIELD-TESTING IS REQUIRED FOR ANY EQUIPMENT WITHOUT AN EQUIVALENT LISTED LABEL
<br />APPROVED BY THE FREMONT BUILDING DEPARTMENT. PROOF OF EQUIPMENT CERTIFICATION WILL NEED TO BE
<br />SUBMITTED AND APPROVED BEFORE A CERTIFICATE OF OCCUPANCY CAN BE ISSUED.
<br />33. EQUIPMENT INSTALLATION MAY REQUIRE SEPARATE PERMITS: PROVIDE CALCULATIONS AND ANCHORAGE
<br />DETAILS FOR ALL EQUIPMENT WEIGHING 400 LBS. OR MORE. NOTE THAT EQUIPMENT AT ANY WEIGHT
<br />MOUNTED AT MORE THAN 4 FEET ABOVE FLOOR HEIGHT SHALL BE PROVIDED WITH ANCHORAGE. [ASCE
<br />7-10 SEC. 13.1.4]
<br />34. IT IS THE APPLICANT'S RESPONSIBILITY TO CONTACT THE FREMONT FIRE DEPARTMENT AT 510-494-4200
<br />TO SUBMIT A HAZARDOUS MATERIAL BUSINESS PLAN (HMBP) AS NEEDED FOR THIS PERMIT. BUILDING FINAL
<br />MAY BE IMPACTED IF THIS ITEM IS NOT SUBMITTED FOR COORDINATION.
<br />35. A SEPARATE PERMIT IS REQUIRED PRIOR TO WORK ON ANY FIRE PROTECTION SYSTEMS OR COMPONENT.
<br />SUBMIT THREE SETS OF SHOP DRAWINGS, CALCULATIONS AND SPECIFICATIONS.
<br />36. SEPARATE PERMIT(S) ARE REQUIRED FOR ALL SHELVING AND RACKING INSTALLATIONS.
<br />B. GENERAL DIMENSION NOTES
<br />1. DIMENSIONS ON PLANS ARE FINISHING TO FINISHING. OF COLUMNS TYPICALLY. UNLESS NOTED OTHERWISE
<br />(U.N.O.)
<br />FIRE DEPARTMENT & FIRE PROTECTION NOTES
<br />1. CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS AS REQUIRED. VERIFY QUANTITY AND LOCATION WITH LOCAL
<br />OFFICIALS AND COORDINATE LOCATION OF SAME WITH ARCHITECT.
<br />2. A KNOX BOX IS REQUIRED FOR EACH BUILDING FOR COMMON AREA ACCESS. KNOX BOXES ARE REQUIRED FOR
<br />EACH TENANT SPACE BEFORE OCCUPANCY.
<br />3. THE PROJECT SHALL COMPLY WITH BUILDING AND FIRE CODES AS ADOPTED BY THE COUNTY OF SAN JOAQUIN.
<br />4. THE APPLICANT SHALL INSTALL A NFPA 13 FIRE SPRINKLER SYSTEM COMPLYING WITH LOCAL AMENDMENTS.
<br />SEPARATE CONTROL VAVLES/WATER FLOW SWITCHES REQUIRED FOR EACH FLOOR.
<br />5. THE APPLICANT SHALL INSTALL FIRE ALARM SYSTEM AS REQUIRED. THE SYSTEM MUST BE MONITORED. THE
<br />SYSTEM MUST BE NFPA 72 COMPLIANT AND HAVE AN INTERIOR AUDIBLE DEVICE PER THE C.F.C. UPON
<br />COMPLETION A "UL" SERIAL NUMBERED CERTIFICATE SHALL BE PROVIDED AT NO COST TO THE COUNTY OF
<br />SAN JOAQUIN FIRE AND LIFE SAFETY INSPECTOR. FIRE ALARM SYSTEMS DEVICES SHALL BE ADDRESSABLE
<br />AND REPORT TO THE CENTRAL MONITORING STATION ADDRESSABLE.
<br />6. SEPARATE PERMIT IS REQUIRED FOR THE UNDERGROUND FIRE SERVICE, FIRE SPRINKLER AND U.L. CERTIFICATED
<br />FIRE SYSTEMS.
<br />7. PUBLIC FIRE HYDRANTS HEAD WITHIN 300 FT. OF SITE TO BE A CLOW MODEL 860 OR EQUIVALENT. FIRE
<br />HYDRANTS SPACING REQUIREMENT IS 300 FEET INTERVALS.
<br />8. THE APPLICANT SHALL COMPLY WITH COUNTY OF SAN JOAQUIN CODE REQUIREMENTS FOR INSTALLATION OF
<br />FIRE RETARDANT ROOF COVERINGS.
<br />9. THE APPLICANT SHALL PROVIDE THE FIRE HYDRANT REQUIRED FIRE FLOW ON SITE PRIOR TO CONSTRUCTION
<br />OR STORAGE OF COMBUSTIBLE MATERIALS. FIRE HYDRANT JUMPER LINES MUST BE AT LEAST 6 INCHES IN
<br />DIAMETER. THIS MUST BE COMPLETED AND INSPECTED BEFORE ANY CONSTRUCTION OR MATERIALS STORAGE
<br />WILL BE ALLOWED.
<br />10. THE APPLICANT SHALL HAVE A KEY BOX (KNOX BRAND) LOCATED OUTSIDE OF BUILDINGS/GATES AND PROVIDE
<br />KEYS TO THE FIRE DEPARTMENT SO THEY MAY GAIN ACCESS.
<br />11. ADDRESS MUST ALWAYS BE VISIBLE FROM PUBLIC STREET.
<br />12. THE APPLICANT SHALL INDICATE ON ALL SITE PLANS THE LOCATION OF REQUIRED RED CURBS, CURB
<br />LETTERING AND FIRE LANE SIGNS. THIS PROJECT REQUIRES ALL CURBS TO BE RED, LETTERING EVERY 30 FEET
<br />AND SIGNS EVERY 100 FEET.
<br />13. ALL REQUIRED EXISTS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
<br />KNOWLEDGE OR EFFORT. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT.
<br />14. PROVIDE ONE 2A RATED FIRE EXTINGUISHER FOR EACH 75' OF TRAVEL AND ON EACH FLOOR LEVEL, PROVIDED
<br />THAT ONE EXTINGUISHER IS SUPPLIED FOR EACH 6,000 SQUARE FEET OR FRACTION THEREOF. PROVIDE
<br />OTHER LOCATIONS PER FIRE MARSHAL.
<br />15. PORTABLE FIRE EXTINGUISHER SHALL BE HUNG NO MORE THAN 5 FEET (5) HIGH IN LOCATIONS AS
<br />DESIGNATED BY THE LOCAL FIRE DEPARTMENT. THEY SHALL BE HOUSED IN A CABINET. THEY SHALL BE IN
<br />NORMAL PATHS OF TRAVEL AND SIGNS SHALL BE CONSPICUOUS.
<br />16. ASSEMBLY ROOMS
<br />i. POST OCCUPANT CAPACITY SIGN WITH ONE INCH (1") HIGH LETTERS. BASED UPON ASSEMBLY 15
<br />SQUARE FEET PER PERSON FOR ALL ASSEMBLY ROOMS.
<br />ii. INTERIOR FINISH SHALL CONFORM TO C.B.C. CHAPTER 8
<br />iii. ANY DECORATION USED SHALL BE NON-COMBUSTIBLE OR FLAME PROOFED IN A MANNER APPROVED BY
<br />THE BUILDING DEPARTMENT.
<br />iv. EXIT DOORS, EXIT LIGHTS FIRE ALARM SENDING STATION AND FIRE EXTINGUISHER LOCATIONS SHALL NOT
<br />BE CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL.
<br />17. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS.
<br />FIRE STOPPING SHALL BE PROVIDED AT ALL PENETRATIONS (PIPES, DUCTS, CONDUITS CABLES AND WIRING
<br />NOT IN CONDUITS) AS PER ASTM E 814-94 AND C.B.C. 716.2-716.5.
<br />18. PROVIDE A MINIMUM OF ONE 2A10BC FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 3,000
<br />SQ. FEET OR PORTION THEREOF ON EACH FLOOR. (C.F.C. 906 AND CAL CODE REGS. TITLE 19, CHAPTER 3).
<br />19. PROVIDE PORTABLE CLASS K FIRE EXTINGUISHER WITHIN 30 FEET OF THE KITCHENS WITH COMMERCIAL FOOD
<br />HEAT -PROCESSING EQUIPMENT PER C.F.C. 906.1.2
<br />20. PROVIDE FIRE EXTINGUISHER AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR.
<br />21. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM PER CALIFORNIA BUILDING CODE. SYSTEM SHALL
<br />BE INSTALLED 100% THROUGHOUT.
<br />22. SEPARATE PLANS FOR AUTOMATIC FIRE SPRINKLER SYSTEM, FIRE ALARM SYSTEMS, AND ANY OTHER PLANS
<br />FOR FIXED FIRE PROTECTION EQUIPMENT SHALL BE SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL PRIOR
<br />TO INSTALLATION.
<br />23. PROVIDE SMOKE DETECTORS IN SUPPLY AND RETURN AIR DUCTS FOR ALL HVAC UNITS 2000 CFM/5-TON OR
<br />LARGER OR SMALLER UNITS COLLECTIVELY SERVING A COMMON AREA. ALL UNITS SHALL BE ARRANGED TO
<br />SHUT DOWN SIMULTANEOUSLY.
<br />24. CONTINUOUS INSPECTION WILL BE REQUIRED FOR ALL SPRAY -ON FIRE PROOFING OPERATIONS PER C.B.C.
<br />CHAPTER 17.
<br />25. AUDIBLE AND VISUAL ALARMS WILL COMPLY WITH THE PROVISIONS OF NFPA 72G
<br />26. BUILDING IS PROVIDED WITH AUTOMATIC FIRE EXTINGUISHING SYSTEMS. SYSTEMS SERVING MORE THAN
<br />20 SPRINKLERS SHALL BE SUPERVISED BY A REMOTE ALARM SYSTEM.
<br />27. ALL PORTIONS OF THE BUILDING SHALL BE WITHIN 75 FEET OF FIRE EXTINGUISHER. tHE MINIMUM
<br />SIZE OF THE EXTINGUISHER SHALL BE 2 -A:10 -BC.
<br />28. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A
<br />POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
<br />SAID NUMBER SHALL CONTRAST WITH THEIR BACKGROUND.
<br />29. STORAGE - STORAGE OF COMBUSTIBLES SHALL BE LIMITED TO AS ALLOWED BY CFC.
<br />30. INDOOR DISPLAYS - FIXTURES AND DISPLAYS OF GOODS FOR SALE TO THE PUBLIC SHALL BE ARRANGED SO
<br />AS TO MAINTAIN FREE, IMMEDIATE AND UNOBSTRUCTED ACCESS TO EXITS AS REQUIRED BY CHAPTER 10 OF
<br />THE CFC. THE DISPLAY OF HIGHLY COMBUSTIBLE GOODS IS PROHIBITED.
<br />31. THE 2013 CALIFORNIA FIRE CODE (SECTION 105) REQUIRES A PERMIT FOR THE USE OF ALL A
<br />OCCUPANCIES -PLACES OF ASSEMBLY. A FIRE CODE ASSEMBLY PERMIT IS APPLIED FOR AT THE DEVELOPMENT
<br />SERVICES CENTER, LOCATED AT 39550 LIBERTY STREET. FEE INFORMATION MAY BE OBTAINED BY CONTACTING
<br />THE PERMIT CENTER TO REQUEST A CURRENT FEE SCHEDULE AT 510-494-4460.
<br />32. FIRE CODE ASSEMBLY PERMITS MAYBE PLANNED CHECKED BY APPOINTMENT ONLY, ON AN `OVER THE
<br />COUNTER" BASIS PROVIDED A COMPLETE PLAN IS SUBMITTED. CONTACT THE PERMIT CENTER AT
<br />510-494-4443 TO SCHEDULE AN APPOINTMENT.
<br />33. PROVIDE THE FOLLOWING NOTE ON THE COVER SHEET. "A FIRE CODE ASSEMBLY PERMIT IS REQUIRED FOR THIS
<br />PROJECT. IT IS THE RESPONSIBILITY OF THE APPLICANT TO OBTAIN THIS PERMIT PRIOR TO PERMIT FINAL."
<br />34. PROVIDE OCCUPANT LOAD CALCULATIONS FOR THIS PROJECT AND SHOW THE LOCATION OF THE MAXIMUM
<br />OCCUPANT LOAD POSTING ON THE FLOOR PLAN. LOCATION OF THE OCCUPANT LOAD POSTING SHOULD BE IN A
<br />CONSPICUOUS LOCATION. SHOW LOCATION ON PLAN.
<br />35. INDICATE REQUIRED PANIC HARDWARE ON ALL EXISTING EXIT DOORS IN THE PATH OF ASSEMBLY EXITING.
<br />ABBREVIATIONS
<br />L ANGLE
<br />A.F.F. ABOVE FINISH FLOOR
<br />APPROX APPROXIMATE
<br />ARCH. ARCHITECTURAL
<br />BD. BOARD
<br />BLDG. BUILDING
<br />BLKG. BLOCKING
<br />B.O. BY OTHERS
<br />CAB. CABINET
<br />CENTER LINE
<br />CLG. CEILING
<br />CLR. CLEAR
<br />C.M.U. CONCRETE MASONRY UNIT
<br />COL. COLUMN
<br />CONC. CONCRETE
<br />CONST. CONSTRUCTION
<br />CONT. CONTINUOUS
<br />CPT. CARPET
<br />C.W. COLD WATER
<br />DTL. DETAIL
<br />DEMO. DEMOLITION
<br />DIA. DIAMETER
<br />DIM. DIMENSION
<br />DWG. DRAWING
<br />EA. EACH
<br />ELEV. ELEVATION
<br />ELEC. ELECTRICAL
<br />EQ. EQUAL
<br />EXH. EXHAUST
<br /><E> EXISTING
<br />EXT. EXTERIOR
<br />EXP. EXPANSION
<br />E.O. EDGE OF
<br />E.W. EACH WAY
<br />F.F. FINISH FLOOR
<br />FIN FINISH
<br />F.O.F. FACE OF FINISH
<br />F.O.S. FACE OF STUDS
<br />FT. FEET
<br />GA. GAUGE
<br />GALV. GALVANIZED
<br />G.S.M. GALVANIZED SHEET METAL
<br />G.W.B. GYPSUM WALLBOARD
<br />I.D. INSIDE DIAMETER
<br />INCL. INCLUDING
<br />INSUL. INSULATION
<br />INT. INTERIOR
<br />JAN. JANITOR
<br />K.S. KNEE SPACE
<br />MTL. METAL
<br /><N> NEW
<br />N NORTH
<br />N.I.C. NOT IN CONTRACT
<br />NO. / # NUMBER
<br />N.T.A. NOT TO SCALE
<br />0/ OVER
<br />O.C. ON CENTER
<br />O.D. OUTSIDE DIAMETER
<br />OPNG. OPENING
<br />OWSJ OPEN WEB STEEL JOIST
<br />P. LAM. PLASTIC LAMINATE
<br />PNL. PANEL
<br />PR. PAIR
<br />RAD RADIUS
<br />REC RECESSED
<br />RECT RECTANGLE
<br />REF REFERENCE
<br />REINF REINFORCED /ING
<br />REQ REQUIRED
<br />R.O. ROUGH OPENING
<br />S.C. SOLID CORE
<br />S.C.D. SEE CIVIL DRAWINGS
<br />SCHED. SCHEDULE
<br />S.F. SQUARE FOOT
<br />SHT. SHEET
<br />SIM. SIMILAR
<br />SPECS. SPECIFICATIONS
<br />SQ. SQUARE
<br />S.S. SANITARY SEWER
<br />S/S STAINLESS STEEL
<br />S.C.D. SEE CIVIL DRAWING
<br />S.E.D. SEE ELECTRICAL DRAWING
<br />S.L.D. SEE LANDSCAPE DRAWING
<br />S.M.D. SEE MECHANICAL DRAWING
<br />S.P.D. SEE PLUMBING DRAWING
<br />S.S.D. SEE STRUCTURAL DRAWING
<br />STD. STANDARD
<br />STL. STEEL
<br />STRUCT. STRUCTURAL
<br />SUSP. SUSPENDED
<br />T.STL. TOP OF
<br />TEMP. TEMPERED
<br />T..S. TOP OF SLAB
<br />TYP. TYPICAL
<br />U..N. UNLESS OTHERWISE NOTED
<br />V.I.D. VERIFY IN FIELD
<br />V.C.T. VINYL COMPOSITE TILE
<br />W/ WITH
<br />W/0 WITHOUT
<br />WIN. WINDOW
<br />WD. WOOD
<br />PROJECT DIRECTORY
<br />VICINITY MAP
<br />0
<br />San Joaquin County
<br />- y\ Environmental Health Department
<br />1868 E. Hazelton Ave.
<br />Stockton, CA 95205
<br />(209) 468-3420
<br />AP ROVED WITH CONDITIONS
<br />For condi ions, please see approval letter dated: 11-30-18
<br />Approved by: Date: Nov 30, 2018
<br />OWNER
<br />85'C BAKERY CAFE
<br />APPLICABLE CODES AND REGULATIONS:
<br />1415 MOONSTONE ST.
<br />CONSTRUCTION TYPE:
<br />BREA, CA 92821
<br />ALL PLANS TO COMPLY WITH THE FOLLOWING:
<br />TEL: (714) 459-9585
<br />AREA (SF)
<br />http://www.85cafe.us
<br />ARCHITECT
<br />TECTONIC BUILDER CORP.,
<br />YES
<br />10118 BANDLEY, #E
<br />#20-2016
<br />CUPERTINO, CA 95014
<br />3
<br />TEL: (408) 216-0804
<br />#21-2016
<br />LARRY WANG
<br />2286 S.F.
<br />Iarrywang@tectoniccorp.com
<br />PLUMB.,
<br />JHP ENGINEERING AND
<br />ELEC. & MECH
<br />DESIGN, INC.
<br />CONSULTANTS
<br />3119 CENTRAL PARKWAY
<br />369 S.F.
<br />DUBLIN, CA 94568
<br />#21-2016
<br />TEL: (510) 788-6029
<br />5,000
<br />JIA PAN
<br />#21-2016
<br />Ihpengr@gmail.com
<br />STRUCTURAL
<br />DMAC DESIGN + BUILD
<br />#21-2016
<br />5690 SCHAEFER AVE, SUITE A,
<br />(EXISTING)
<br />CHINO, CA 91710
<br />2247
<br />(909) 927-8688x110
<br />DUNCAN CHEN
<br />TOTAL OCCUPANT LOAD = 16
<br />50% MALE= 8
<br />50% FEMALE = 8
<br />dchen@dmacse.com
<br />SCOPE OF WORK
<br />r
<br />B k
<br />a ey Cafe
<br />IPD-
<br />878 W. BENJAMIN HOLT DR., STOCKTON, CA 95207
<br />Lincoln Rd
<br />2
<br />b
<br />W LIncoln Ind
<br />Clarane Ave
<br />74
<br />n
<br />Bank of America
<br />Financial Center
<br />W815 West Benjamin
<br />+' t Drive
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<br />• TENANT IMPROVEMENT OF A EMPTY SHELL IN AN EXISTING ONE STORY BLDG.
<br />• WORKS INCLUDING NEW ENTRY TOWER, WALLS, CEILINGS, INTERIOR FINISHES, NEW RESTROOMS, ELECTRICAL, MECHANICAL, AND PLUMBING. AS
<br />SHOWN ON PLANS
<br />• RELOCATE EXISTING STOREFRONTS
<br />SHEET INDEX
<br />ARCHITECTURAL
<br />AO.0 TITLE SHEET
<br />A1.0 ACCESSIBILITY NOTES
<br />A1.1 CALGREEN NOTES
<br />A2.0 SITE PLAN
<br />A2.1 DEMOLITION PLAN
<br />A2.2 ROOF PLAN
<br />A2.3 EXIT ANALYSIS
<br />A3.0 FLOOR PLAN
<br />A3.1 EQUIPMENT PLAN
<br />A3.2 EQUIPMENT SCHEDULE
<br />A3.4 FINISH PLAN
<br />A3.5 REFLECTED CEILING PLAN
<br />A4.0 SECTIONS
<br />A5.0 ENLARGED RESTROOM PLAN & ELEVATIONS
<br />A6.0 INTERIOR ELEVATIONS
<br />A6.1 INTERIOR ELEVATIONS
<br />A6.2 EXTERIOR ELEVATIONS
<br />A7.0 DOOR SCHEDULE
<br />A8.0 DETAILS
<br />A8.1 DETAILS
<br />A8.2 DETAILS
<br />A8.3 DETAILS
<br />A8.4 DETAILS
<br />A8.5 MANAGER STATION DETAILS
<br />STRUCTURAL
<br />SN1 STRUCTURAL NOTES
<br />S1 FOUNDATION PLAN
<br />S2 FLOOR FRAMING PLAN
<br />S3 ROOF FLAMING PLAN
<br />SD1 STRUCTURAL DETAILS
<br />SD2 STRUCTURAL DETAILS
<br />HFX1 ANCHORAGE DETAILS-HFX PANELS
<br />HFX2 FRAMING DETAILS- HFXPANELS
<br />MECHANICAL
<br />ME -0.1 MECHANICAL NOTES AND GENERAL INFORMATION
<br />ME -0.2 MECHANICAL SCHEDULES
<br />ME -0.3 MECHANICAL DETAILS
<br />ME -0.4 MECHANICAL PERSCRIPTIVE TITLE 24 COMPLIANCE
<br />ME -0.5 MECHANICAL PERSCRIPTIVE TITLE 24 COMPLIANCE
<br />ME -0.6 MECHANICAL PERSCRIPTIVE TITLE 24 COMPLIANCE
<br />ME -0.7 MECHANICAL PERSCRIPTIVE TITLE 24 COMPLIANCE
<br />ME -1.0 MECHANICAL REFLECTED CEILING PLAN
<br />ME -2.0 ROOF MECHANICAL PLAN
<br />ME -3.0 KITCHEN HOOD DETAILS
<br />ME -3.1 KITCHEN HOOD EXHAUST FAN DETAIL AND WIRING
<br />DIAGRAM
<br />PLUMBING
<br />PB -0.1 PLUMBING NOTES AND GENERAL INFORMATION
<br />PB -0.2 PLUMBING SCHEDULES, CALCULATION, AND TABLES
<br />PB -0.3 PLUMBING DETAILS
<br />PB -0.4 PLUMBING DETAILS
<br />PB -1.0 GROUND FLOOR DOMESTIC WATER PIPING PLAN
<br />PB -1.1 GROUND FLOOR WASTE AND VENT PIPING PLAN
<br />PB -1.2 GROUND FLOOR GAS AND PIPING PLAN
<br />PB -2.0 ROOF PLUMBING PLAN
<br />ELECTRICAL
<br />E-0.1 SPECIFICATIONS, ABBREVIATION, AND LEGEND
<br />E-0.2 TITLE 24 COMPLIANCE FORM
<br />E-0.3 TITLE 24 COMPLIANCE FORM
<br />E-0.4 TITLE 24 COMPLIANCE FORM
<br />E-0.5 TITLE 24 COMPLIANCE FORM
<br />E-1.0 POWER PLAN - GROUND FLOOR
<br />E-1.1 POWER PLAN - ROOF
<br />E-1.2 SINGLE -LINE AND PANEL SCHEDULES
<br />E-2.0 LIGHTING PLAN
<br />PROJECT DATA
<br />PROJECT ADDRESS: 878 W. BENJIMIN HOLT DR.,
<br />STOCKTON, CA 95207
<br />COMMUNITY
<br />DEVELOPMENT:
<br />DEPARTMENT:
<br />ENVIRONMENTAL
<br />HEALTH
<br />DEPARTMENT:
<br />1810 E. HAZELTON AVE.,
<br />STOCKTON, CA 95205
<br />209-468-3121
<br />1868 E. HAZELTON AVE.,.
<br />STOCKTON, CA 95205
<br />209-468-3420
<br />PROJECT LOCATION
<br />JeaS� A`'�r
<br />W Lincoln Rd
<br />,a
<br />Felton Way
<br />v
<br />ti
<br />e
<br />Z
<br />W Benjamin Hoh Dr
<br />Maxine Hang Kingston
<br />Elementary School
<br />qutncV Gl
<br />John Adams
<br />Elementary Schaal
<br />p l e
<br />DEFERRED SUBMITTAL
<br />• FIRE ALARM
<br />• AUTOMATIC FIRE SPRINKLER
<br />BUILDING CODES
<br />OCCUPANCY GROUP:
<br />B
<br />APPLICABLE CODES AND REGULATIONS:
<br />E.C.
<br />CONSTRUCTION TYPE:
<br />TYPE V-A
<br />ALL PLANS TO COMPLY WITH THE FOLLOWING:
<br />L.W.
<br />AREA (SF)
<br />OCCUPANT LOAD FACTOR (SF)
<br />CITY ORDINANCE
<br />FIRE SPRINKLER:
<br />YES
<br />2016 CALIFORNIA FIRE CODE
<br />#20-2016
<br />3
<br />2016 CALIFORNIA BUILDING CODE
<br />#21-2016
<br />PROJECT GROSS AREA:
<br />2286 S.F.
<br />2016 CALIFORNIA RESIDENTIAL CODE
<br />#21-2016
<br />KITCHEN AREA
<br />2016 CALIFORNIA MECHANICAL CODE
<br />#21-2016
<br />PROPOSED TOWER AREA:
<br />369 S.F.
<br />2016 CALIFORNIA PLUMBING CODE
<br />#21-2016
<br />232
<br />5,000
<br />2016 CALIFORNIA ELECTRICAL CODE
<br />#21-2016
<br />PARKING SPACES:
<br />NOT ALTERED
<br />2016 CALIFORNIA GREEN BUILDING STANDARDS
<br />#21-2016
<br />N/A
<br />(EXISTING)
<br />2016 CALIFORNIA ENERGY EFFICIENCY STANDARDS (TITLE 24)
<br />COUNTY OF SAN JOAQUIN MUNICIPAL CODE
<br />PLUMBING FIXTURE ANALYSIS
<br />Plumbinq Fixture Analvsis
<br />NOTE
<br />1. THE CALCULATION IS IN COMPLIANCE W/ C.P.C. 2016 CHAPTER 4 AND C.P.C. TABLE 422.1
<br />2. WHERE FOOD IS CONSUMED INDOORS, WATER STATIONS SHALL BE PERMITTED TO BE SUBSTITUTED FOR DRINKING FOUNTAINS. DRINKING
<br />FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 30 OR LESS, PER CPC SEC.415.2
<br />3. THE TOTAL NUMBER OF REQUIRED WATER CLOSETS FOR FEMALES SHALL BE NOT LESS THAN THE TOTAL NUMBER OF REQUIRED WATER
<br />CLOSETS AND URINALS FOR MALES. THIS REQUIREMENT SHALL NOT APPLY WHEN SINGLE OCCUPANCY TOILET FACILITIES ARE PROVIDED FOR EACH
<br />SEX IN AND A ORE OCCUPANCY WITH AN OCCUPANT LOAD OF LESS THAN 50. EITHER: A. THE REQUIRED URINAL SHALL BE PERMITTED TO BE
<br />OMITTED OR, B. IF INSTALLED, THE URINAL SHALL NOT REQUIRE A SECOND WATER CLOSET TO BE PROVIDED FOR THE FEMALE., PER CPC
<br />SEC.422.1. NOTE 3.
<br />TECTONIC BUILDERS
<br />CORPORATION
<br />10118 BANDLEY DR. #E,
<br />CUPERTINO, CA 95014
<br />TEL: (408) 216-0804
<br />These drawings and the accompanying specifications are exclusive
<br />property of TECTONIC BUILDERS CORP. written permission is rewired
<br />by TECTONIC BUILDERS CORP. to re -use or to reproduce these
<br />drawings as specifications by any method in whole or in part. A written
<br />consent is reruired if the drawings are be used by other(s) than assigned
<br />contractor(s). Any uestion raised from these drawings should be directed
<br />to TECTONIC BUILDERS CORP. in written format.
<br />REVISIONS BY
<br />RELEASED DATE
<br />11-08-2018 1ST SUBMITTAL
<br />CO
<br />A
<br />\'tea
<br />LARRY L. WANG
<br />C-31807
<br />RENEWAL 1/31/2
<br />OF
<br />SHEET CONTENTS:
<br />TITLE SHEET, PROJECT DATA, PLUMBING
<br />FIXTURE ANALYSIS, GENERAL NOTES,
<br />VICINITY MAP
<br />�850C Bakery Cafe
<br />85 BAKERY STOCKTON
<br />878 W. BENJAMIN HOLT DR.,
<br />STOCKTON, CA 95207
<br />DRAWN:
<br />E.C.
<br />CHECKED:
<br />OCCUPANCY GROUP: A-2 OCCUPANCY
<br />L.W.
<br />AREA (SF)
<br />OCCUPANT LOAD FACTOR (SF)
<br />NO. OF OCCUPANTS
<br />SEATING AREA (A)
<br />JOB NO.:
<br />62
<br />30
<br />3
<br />RETAIL(M)
<br />FILE NAME:
<br />676
<br />200
<br />3
<br />KITCHEN AREA
<br />1,124
<br />2,000
<br />1
<br />STORAGE AREA (S)
<br />232
<br />5,000
<br />1
<br />RESTROOMS
<br />153
<br />N/A
<br />N/A
<br />TOTAL GROSS FLR. AREA =
<br />2247
<br />TOTAL OCCUPANT LOAD =
<br />8
<br />TOTAL OCCUPANT LOAD = 16
<br />50% MALE= 8
<br />50% FEMALE = 8
<br />MALE
<br />FEMALE
<br />WATER
<br />CLOSETS
<br />URINALS
<br />LAVATORIES
<br />WATER
<br />CLOSETS LAVATORIES
<br />DRINKING
<br />FOUNTAIN
<br />SERVICE SINK
<br />TOTAL FIXTURE REQUIRED
<br />1
<br />0
<br />1
<br />1 1
<br />N/A
<br />1
<br />TOTAL FIXTURE PROVIDED
<br />1
<br />1 1
<br />1 1
<br />1 1
<br />N/A
<br />1
<br />NOTE
<br />1. THE CALCULATION IS IN COMPLIANCE W/ C.P.C. 2016 CHAPTER 4 AND C.P.C. TABLE 422.1
<br />2. WHERE FOOD IS CONSUMED INDOORS, WATER STATIONS SHALL BE PERMITTED TO BE SUBSTITUTED FOR DRINKING FOUNTAINS. DRINKING
<br />FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 30 OR LESS, PER CPC SEC.415.2
<br />3. THE TOTAL NUMBER OF REQUIRED WATER CLOSETS FOR FEMALES SHALL BE NOT LESS THAN THE TOTAL NUMBER OF REQUIRED WATER
<br />CLOSETS AND URINALS FOR MALES. THIS REQUIREMENT SHALL NOT APPLY WHEN SINGLE OCCUPANCY TOILET FACILITIES ARE PROVIDED FOR EACH
<br />SEX IN AND A ORE OCCUPANCY WITH AN OCCUPANT LOAD OF LESS THAN 50. EITHER: A. THE REQUIRED URINAL SHALL BE PERMITTED TO BE
<br />OMITTED OR, B. IF INSTALLED, THE URINAL SHALL NOT REQUIRE A SECOND WATER CLOSET TO BE PROVIDED FOR THE FEMALE., PER CPC
<br />SEC.422.1. NOTE 3.
<br />TECTONIC BUILDERS
<br />CORPORATION
<br />10118 BANDLEY DR. #E,
<br />CUPERTINO, CA 95014
<br />TEL: (408) 216-0804
<br />These drawings and the accompanying specifications are exclusive
<br />property of TECTONIC BUILDERS CORP. written permission is rewired
<br />by TECTONIC BUILDERS CORP. to re -use or to reproduce these
<br />drawings as specifications by any method in whole or in part. A written
<br />consent is reruired if the drawings are be used by other(s) than assigned
<br />contractor(s). Any uestion raised from these drawings should be directed
<br />to TECTONIC BUILDERS CORP. in written format.
<br />REVISIONS BY
<br />RELEASED DATE
<br />11-08-2018 1ST SUBMITTAL
<br />CO
<br />A
<br />\'tea
<br />LARRY L. WANG
<br />C-31807
<br />RENEWAL 1/31/2
<br />OF
<br />SHEET CONTENTS:
<br />TITLE SHEET, PROJECT DATA, PLUMBING
<br />FIXTURE ANALYSIS, GENERAL NOTES,
<br />VICINITY MAP
<br />�850C Bakery Cafe
<br />85 BAKERY STOCKTON
<br />878 W. BENJAMIN HOLT DR.,
<br />STOCKTON, CA 95207
<br />DRAWN:
<br />E.C.
<br />CHECKED:
<br />L.W.
<br />DATE STARTED:
<br />2018.08.29
<br />JOB NO.:
<br />SCALE:
<br />AS NOTED
<br />FILE NAME:
<br />SHEET NO
<br />A0.0
<br />APPROVALSTAMP:
<br />
|