|
BRUSTER ' S REAL ICE CREAM NO. REVISION & DATE
<br /> E• SWAN RD•
<br /> AMY SINGH
<br /> CL M
<br /> 01
<br /> 0 E ■ MARCH LN ■ STE . N �o SITE �'�� U Q
<br /> cwo
<br /> E• MAR
<br /> CH LN. N 0 C
<br /> STOCKTONCA 95210 c'kf
<br /> Fi
<br /> 2WA �Dp- Ro�N�^
<br /> .�N
<br /> < MM -
<br /> Lo
<br /> QTEATIMPROVEMENTS
<br /> VICINITY PLAN SCALE B
<br /> N.T.S.
<br /> INDEX:
<br /> A.0 TITLE PAGE & SITE PLAN SCOPE OF WORK:
<br /> A.1 ENLARGED SITE PLAN LS ADD NEW
<br /> A.3 EQUIPMENT PLAN A.2 EXISTING FLOOR
<br /> & PIROPOSED EQUIPMENT DFR
<br /> FLOOR PLAN STORAGE. ADD NEW WALK-UP COUNTERREEZER
<br /> W/ HANDLING ADA A SECTION,
<br /> TO REPLACE EXISTING STOREFRONT. EXISTING ADA RESTROOM TO REMAIN.
<br /> II
<br /> A.4 EXTERIOR ELEVATION & CABINET ELEVATIONS
<br /> A.5 ARCHITECTURAL DETAILS
<br /> A.6 ADA DETAILS
<br /> A.7 REFLECTED CEILING PLAN GENERAL NOTES:
<br /> A.8 WINDOW SPECIFICATION PROJECT SHALL COMPLY WITH FOLLOWING CODES:
<br /> �C;g ma M.1 MECHANICAL PLAN
<br /> 4
<br /> A-
<br /> 2016 CALIFORNIA
<br /> RESIDENTIAL CODE.
<br /> M.2 MECHANICAL NOTES, DETAILS & SCHEDULES B-2016 CALIFORNIA MECHANICAL CODE.
<br /> s 5 E.1 ELECTRICAL LIGHTING PLAN & NOTES
<br /> r
<br /> P� L\ O PpposcG " • �j�' N �ad ds�os` es
<br /> SU
<br /> C-2016 CALIFORNIA ELECTRICAL CODE.DRIVEWAY ged ocsE.2 ELECTRICAL
<br /> P.1 PLUMBING PLAN - WSTE & WATRPIPING D-2016 CALIFORNIA PLUMBING CODE.
<br /> ° e °a � E-2016 CALIFORNIA FIRE CODE.
<br /> P.2 PLUMBING NOTES, DETAILS & SCHEDULES
<br /> \ll\ p ws cr s ore F-ALL OTHER CODES ADOPTED BY THE GOVERNING AGENCIES HAVING JURISDICTION
<br /> lE� PSL �a� r i aPQ
<br /> 5,01 BUILDING BUILDING CODE DATA: ON THE PROJECT.
<br /> DESCRIPTION OF USE: ICE CREAM SHOP G- 2016 CALIFORNIA ENERGY CODE. C
<br /> OCCUPANCY GROUP: M H- 2016 CALIFORNIA GREEN BUILDING STANDARD CODE./
<br /> (E) ROOF CONSTRUCTION TYPE
<br /> �i s'`O etc � : VB� ;t � I- LOCAL ORDINANCE Q
<br /> ACCESS LADDERpage ,. eqV` SPRINKLERS: NO Ill Z
<br /> PQg`eoc`ooSTORIES: 1 1. THE WORD "CONTRACTOR" AS USED HEREIN SHALL MEAN THE GENERAL
<br /> h
<br /> eTRACTOR, SUBCONTRACTORS AND ALL PERSONS DIRECTLY OR INDIRECTLY �
<br /> (E) ADJACENT d CON WEMPLOYED BY ANY OF THEM. U
<br /> BUSINESS
<br /> 2. CONTRACTOR SHELL COMPLY WITH ALL ORDINANCES, RULES, REGULATIONS AND W W U) O
<br /> j (WALMART) LAWFUL ORDERS OF ANY PUBLIC AGENCY HAVING JURISDICTION ON THIS
<br /> PROJECT AND SHALL NOTIFY OWNER IMMEDIATELY UPON BECOMING AWARE THAT 2E U N
<br /> Q ANY ASPECT OF THE PROJECT DESCRIBED HEREIN IS AT VARIANCE THERE WITH. - z
<br /> y� 3. CONTRACTOR SHALL PROVIDE CERTIFICATES OF INSURANCE ACCEPTABLE w
<br /> (E) ADJACENT
<br /> BUILDING MATERIAL LE TO Lo
<br /> - S
<br /> v B
<br /> 1 USINESS J
<br /> I OWNER P �
<br /> PRIOR TO COM J
<br /> E COMMENCEMENT OF WORK. >
<br /> (CRUNCH) O FLOOR: CONC. SLAB 4. BY SUBMITTAL OF BID CONTRACTOR WARRANTS TO OWNER THAT ALL MATERIALS O Q = Q
<br /> NIL/ - r- _ - _ (E) EXTERIOR WALLS: 2x6 WOOD STUD AND EQUIPMENT TO BE FURNISHED ARE NEW UNLESS NOTED OTHERWISE AND Ill
<br /> HJT (E) INTERIOR WALLS: 2x4 WOOD STUD ALL WORK WILL BE OF GOOD QUALITY AND FREE FROM FAULTS AND DEFECTS. U U
<br /> 5. CONTRACTOR SHALL VISIT SITE A
<br /> (E) ROOF: BUILT-UP AND VERIFY ALL EXISTING CONDITIONS PRIOR TO ^
<br /> � \ E PUBLIC
<br /> WAY
<br /> (E) DRIVEWAY ( ) (E) EXTERIOR DOOR: METAL W/ TEMPERED GLASS SUBMITTAL OF BID. cc z
<br /> l (E) (N) INTERIOR WALLS: 2x4 WOOD STUD WALL 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN HEREIN AND REPORT ALL G Q
<br /> PARKING (E) ADA ACCESSIBLE PATH OF DISCREPANCIES TO OWNER PRIOR TO SUBMITTAL OF BID. - 0
<br /> \ TRAVEL FROM PUBLIC WAY TO (E) ADA PARKING �NANT AREA 11,141 Q FT 7• WHERE CONSTRUCTION DETAILS FOR A PART OF THIS PROJECT ARE NOT SHOWN I-• W
<br /> THE WORK SHALL BE THE SAME AS OTHER SIMILAR WORK FOR WHICH DETAILS z W
<br /> A I BUILDING, SEE ENLARGEDARE SHOWN.
<br /> � ENTRANCE SIGN,
<br /> A.1 I PLAN ON SHEET A.1 SEE DETAIL 2/A.0.1 OCCUPANT LOAD PER C.B.C.TABLE 1004.1.2: 8. FIXTURES, APPLIANCES, FINISHES BRAND NAME AND COLORS NOT MENTIONED ON Q U r U
<br /> 7 SERVING AREA: 439 S.F. (1 PERSON/30 S.F.) = 15 P THESE PLANS, SHALL BE PER OWNERS
<br /> PEOPLE OWNERS PRIOR OF BID, PURCHASE AND INSTALLATION OR
<br /> ITE CONTACT z - O 0
<br /> OFFICE AREA: 51 S.F. (1 PERSON/100 S.F.) = 0.5 PEOPLE H ITEMS.
<br /> PROPOSED TENANT
<br /> E I �! RESTROOM AREA. 9. ALL WORK P
<br /> 47 S.F.S ERF L1..1
<br /> O .F. 1 PERSON/100 _ PERFORMED IN THE CO r I""'
<br /> ( / 00 S.F.) 0.5 PEOPLE CONNECTION WITH THESE CONTRACT DOCUMENTS
<br /> / z STORAGE/WASH AREA: 604 S.F. (1 PERSON/300 S. = 2.0 PEOPIE SHALL COMPLY WITH ALL STATE, LOCAL CODES AND ORDINANCES IN EFFECT AT F- m T U)
<br /> IMPROVEMENTS PARKING TOTAL = 18 PEOPLETHE
<br /> LOT J 10. PROVIDE EOF A CHEMICAL TOILET ON SITE DURING CONSTRUCTION PER CBC 3305.1.
<br /> E ADA ACCESSIBLE PARKING
<br /> -- ( ) SEE EXITING REQ'S PER C.B.C. TABLE 1015.1:
<br /> ENLARGED PLAN ON SHEET A.1 `^ EXITS REQUIRED: 1
<br /> EXITS PROVIDED: 2 (1 EXISTING) GENERAL PROJECT NOTES:
<br /> - (E) ADA ACCESSIBLE PATH OF w EXIT WIDTH REQUIRED: 36 MIN. 1. WHERE NEW WORK TIES INTO EXISTING CONTRACTOR SHALL PATCH AND REPAIR
<br /> TRAVEL FROM PARKING TO EXIT WIDTH PROVIDED: 36" EXISTING EXISTING CONSTRUCTION AS REQUIRED TO RESTORE IT TO ITS ORIGINAL FINISH.
<br /> _ BUILDING, SEE ENLARGED TIE THE NEW WORK INTO EXISTING IN A NEAT AND CRAFTSMAN LIKE
<br /> z N NOTE: E MANNER SO
<br /> P
<br /> UJ w �_ LAN ON SHEET A.1 � THAT NEW BLINDS WITH A SMOOTH AND LEVEL SURFACE INTO
<br /> ADJACENT WORK.
<br /> ALL EXTERIOR SIGNAGE REQUIRES A SEPA
<br /> C) V) (E) RATE PERMIT. 2. COVERINGS AND PAIN ALL NEW WALL FINISHES,
<br /> ( TS) SHALL HAVE A FLAME
<br /> 0 w p (E) DRIVEWAY SPREAD
<br /> o -
<br /> PARKING RATING OF 25
<br /> OR LESS.
<br /> aN �- PROVIDE APPROVED STREET ADDRESS/SUITE NUMBER POSITIONED 3. ALL INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR BARRIERS OR !!w�
<br /> SUCH AS TO BE PLAINLY VISIBLE & LEGIBLE FROM THE STREET. BREATHER PAPERS INSTALLED WITHIN F V
<br /> -_ FLOOR-CEILING ASSEMBLIES, ROOF-CEILING
<br /> w m � NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND WITH A MIN. ASSEMBLIES, WALLS, CRAWL SPACES OR ATTICS, SHALL HAVE A FLAME SPREAD Q
<br /> T 6" HIGH CHARACTER WITH 1/2" STROKE. CFC 506.1. RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450 WHEN
<br /> (E) (E) ADJACENT TESTED IN ACCORDANCE WITH U.B.C. STANDARD NO. 8-1 AND C.B.C. SECTION
<br /> ITBUSINESS
<br /> -
<br /> PARKING LEGEND: 707.
<br /> -
<br /> IJJ
<br /> --
<br /> FRP. = FIBERGLASS REINFORCED PLASTIC 4. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN J LOT (TACO BEL) TOC. -
<br /> I - TOP OF CONCRETE EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION
<br /> TOW. = TOP OF CMU WALL TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS.
<br /> �_- CMU. = CONCRETE MASONRY WALL 5. ALL WORK SHALL BE DONE IN A NEAT AND WORKMAN LIKE MANNER ACCORDING
<br /> (E) III TOF. = TOP OF FOOTING TO THE BEST
<br /> TRADE PRACTICE BY THOSE SKILLED IN THE PARTICULAR TRADE,
<br /> -
<br /> PARKING ELEV. ELEVATION EQUIPMENT, FIXTURES, PIPING, ETC., SHALL BE PLUMB, LEVEL, SQUARE OR
<br /> LOT TOG. TOP OF GRATE CENTERED ETC., EQUIPMENT TO BE INSTALLED IN STRICT COMPLIANCE WITH
<br /> TOP. = TOP OF PLATE MANUFACTURERS' RECOMMENDATIONS.
<br /> TOB. = TOP OF BASE
<br /> 6. ALL EXISTING CONDITIONS NOT SHOWN OR INDICATED ON THESE PLANS ARE TO
<br /> T (E) ADA PARKING TOBM. = TOP OF BEAM REMAIN UNCHANGED. FIELD VERIFY EXISTING CONDITIONS AND ALL DIMENSIONS.
<br /> T T TOS. = TOP OF SLAB
<br /> ENTRANCE ANY DISCREPANCY E SIG EPA
<br /> N NCY BETWEEN
<br /> I DRAWINGS AND ACTUAL
<br /> 1 171 1 1 NOTE. _ AL WORK OR
<br /> SHALL
<br /> BOW. - BOTTOM OF WINDOW BROUGHT
<br /> TO THE ATTENTION
<br /> SEE DETAIL 2 NOF THE ENGINEER EER F
<br /> OR CORRECTION PRIOR TO COMMENCING
<br /> (E) / 1 SII (E) ADA PARKING & SINAGE TO BE TG. = TOP OF GRADE WITH THE WORK.
<br /> - _ PARKING z UPGRADED AS NEEDED, TO MEET A.F.F. = ABOVE FINISH FLOOR 7. ALL DIMENSIONS ON THE PLANS ARE TO THE FACES OF STUDS OR CENTERED
<br /> w w (E) ADJACEN LATEST ADA ACCESSIBLE STANDARDS. F.F. = FINISH FLOOR ON COLUMN. A-DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS �yOFESS pN
<br /> V) 3 (E) ADJACENT BUSINESS COL. COLUMN ARE TO BE FOUR (4) INCHES FROM FACE OF ADJACENT PARTITION OR 9 9
<br /> o z w DOLLAR TREE GALV. - GALVANIZED N0 M
<br /> a N BUSINESS GA _ IZED CENTERED BETWEEN PARTITIONS. B- ALIGNMENT TAKE PRECEDENT OVER �� o � o ��
<br /> GAGE <0
<br /> E ADJACENT � � DI c
<br /> O ,-, (McDONALD'S) I _ MENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS AND NOT
<br /> B
<br /> w m o GLB. GLULAM BEAM
<br /> NOTIFY ARCHITECT z
<br /> BUSINESSES .� OF ANY DISCREPANCIES. - m
<br /> - -- -- P.O.C. = POINT OF CONNECTION 8. THE CONTRACTOR R SHALL BE RESPONSIBLE FOR CLEANING UP AND REMOVING
<br /> BOP. = BOTTOM OF PLATE FROM THE JOB SITE ALL TRASH AND DEBRIS IMMEDIATELY UPON COMPLETION OF
<br /> _
<br /> Til = TRUSS JOIST "I" JOIST HIS DAILY WORK.
<br /> _ R.O.W. = RIGHT OF WAY 9. CONSTRUCTION SHALL COMPLY WITH APPLICABLE EDITION OF 0
<br /> --- ---- ---- --- - -- - -- - � _ ---- ---__ CALIFORNIA BUILDING 01 r,�,�.�F.j
<br /> _ O.D. = OUTSIDE DIMENSION CODE, ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES, LAWS,
<br /> ARCH LN . -- --
<br /> - LD. = INSIDE DIMENSION REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE WORK. IN CASE OF
<br /> SQ.E.W = EACH WAY CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
<br /> SQ. = SQUARE 10. CONTRACTOR AND HIS OR HER SUBCONTRACTOR TO HAVE WORKING KNOWLEDGE
<br /> ----------
<br /> A.B. = ANCHOR BOLT OF
<br /> ALL CODES APPLICABLE TO THEIR WORK.
<br /> R.B. = REBAR 11. COORDINATE ALL WORK AND CONSTRUCTION SCHEDULING WITH OWNER.
<br /> (E) CENTER O.C. = ON CENTER
<br /> 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE BARRICADES, PROTECTIVE
<br /> LINE OF RD. CONC. = CONCRETE
<br /> DET. = DETAIL
<br /> EMPLOYEES AND/OR THIENGEN RALTPUBLIC.EN
<br /> -- - --- ---- _ T ANY
<br /> HARM TO WORKERS,
<br /> TYP. = TYPICAL
<br /> 13. GENERAL CONTRACTOR SHALL MAKE AVAILABLE COMPLETE SETS OF
<br /> \,I -- - - ------ CONT. CONTINUOUS CONSTRUCTION DOCUMENTS TO HIS OR HER SUBCONTRACTORS FOR REVIEW. DATE:
<br /> CONN. - CONNECTION EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE COMPLETE 11 -15-17
<br /> FTNG. - FOOTING SETS AND COORDINATING ITEMS WHICH PERTAIN TO HIS OR HER WORK WITH
<br /> BOT. = BOTTOM OTHER TRADES PRIOR TO COMMENCING WITH THE WORK. SCALE: AS SHOWN
<br /> GYP. = GYPSUM 14. THE CONTRACTOR SHALL PROVIDE MOUNTING PLATES AS REQUIRED BEHIND ALL
<br /> FOUND. = FOUNDATION WALL MOUNTED ITEMS SUCH AS HANDRAILS, GRAB BARS, TOILET PART DRAWN
<br /> PARTITIONS, BY:
<br /> = NS
<br /> (E) EXISTING LIGHT FIXTURES, EQUIPMENT, ETC. R. ORTIZ
<br /> _ (N) NEW 15. IT IS NOT INTENDED THAT THE CONTRACT DOCUMENTS INCLUDE EACH AND
<br /> C.L. = CENTER LINE EVERY SUBSYSTEM AND SUB-COMPONENT NECESSARY TO FULLY AND PROPERLY JOB NO:
<br /> 0/ = OVER COMPLETE THE WORK. SUBSYSTEMS, SUB-COMPONENTS OR DETAILS REQUIRED AW. SHEET:
<br /> SCALE /� G.C. = GENERAL CONTRACTOR OR NORMALLY INCLUDED AS TRADE PRACTICE MAY NOT BE SPECIFICALLY �. O
<br /> SITE PLAN 1"=8D'-0" P R = PRESSURE MENTIONED
<br /> EOR SHOWN. NEVERTHELESS, CONTRACTOR SHALL BE RESPONSIBLE
<br />
|