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ol 16' NET AREA AND EXITING CALCULATIONS 12' ol TRUCK REPAIR & TRUCK WASH: 4000 SF @ 1/60 = 67 EQ. EQ. EQ. 1" RESTROOM 64 SF @ 1/100 = 1 TIRE STORAGE: 530 SF @ 1/60 = 9 O CUMULATIVE OCCUPANT LOAD: 77 OA OA OA OA w 1 EXIT REQUIRED, 1 EXIT PROVIDED, CBC 1006.2, 1010.1.2.1 01 6' Milestone 3' 3'11 3' - NOTE: FLOOR AREA ALLOWANCES SHOWN ARE PER CBC TABLE 1004.1.2lo 10 ol A \ ca\ o Associates \ - Imaglneering ,A :A)\\ w a California Corporation p - - - - N b�A� LINCOLN ROAD, SUITE H2OFIN. FLR. FIN. FLR. _ M GLASS TYPE LEGEND , CALIFORNIA 95 ROLL UP DOOR O 0' PAINTEDO A O DENOTES TEMPERED GLASS INSTALLED BY OTHER SOLID CORE DOORS O TEL: 530-755-4700 WITH PAINTED FAX: 530-755-4567 Hn1 I n\N MFTAI FRAMFS JULIO J. TINAJERO DOOR AND WINDOW SCHEDULE 2 WALL SCHEDULE LEAD DESIGNER CHRISTOPHER L. DAY, P.E. 1B 2B 3B 4B EXTERIOR : 8" x16" CONCRETE MASONRY PROJECT ENGINEER SEE EXTERIOR ELEVAITONS ON SHT. A2.013 AM I I I I EXTERIOR : 8"x16" CONCRETE MASONRY �c��4�OFESSION11I WITH 7/8" NOMINAL 3 COAT CEMENT PLASTER FINISH, ��' CHRIS OR STONE VENEER, OR NICHIHA PANELING; 1 SEE EXTERIOR ELEVAITONS ON SHT. A2.013LLLQ0. 309 I I I 3.0 I 72'-0" EXTERIOR -ALL BUMP OUT WALLS: * e IP 6/30/23 '-0 22'-0" BALLOON FRAMED WALL- 2"X4" @ 16" O.C. CI VIti 4'-10" 12'-4" L, 4'-10" 1 EXTERIOR- 1/2" OSB WITH NOMINAL 7/8" 3 COAT CEMENT ��4� 2 PLASTER FINISH; OR STONE VENEER. �I'' CALZ 3.0 SEE EXTERIOR ELEVATIONS ON SHT. A2.013 2X6 WALL - - - - - - - - - - - - - - AB BELOW EXTERIOR - PARAPET WALLS (NOT SHOWN ON PLAN) SUBMITTAL DATE BALLOON FRAMED WALL-2"X6" @ 16" O.C. EDGE OF EXTERIOR- 1/2" OSB WITH NOMINAL 7/8" 3 COAT CEMENT PLANNING DEPT: 05-01 -19 --------0-------- 5-01 -19 --------0-------- STUCCO TRIM PLASTER FINISH; NICHIHA PANELING OR STONE VENEER. BUILDING DEPT: 03-18-22 0 SEE EXTERIOR ELEVATIONS ON SHT. A2.0B PUBLIC WORKS: 03-18-22 o AND ROOF PLAN ON SHT. A4.013. SURVEY: INTERIOR WALL: 2x4 OR 2X6 @ 16" O.C. Q 20 W/ 5/8" GYP. BD. EACH SIDES. GALLON REVISIONS Q I I N I I FUEL TANK BB °D BY%HERS - ------ - FLOOR PLAN NOTES 0 B No. Description Date I U ro ' O o A. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. o B. ALL DENOTED DIMENSIONS ARE TO BE USED. PLANS SHALL NOT BE SCALED. C. EXTERIOR WALL ARE 8" C.M.0 BLOCK; INTERIOR WALLS 2x4 U.N.O., SEE STRUCTURAL PLANS FOR FRAMING REQUIREMENTS. 5 �o Q D. SEE PLUMBING PLANS FOR DIMENSIONS TO PLUMBING FIXTURES a' " 16'-0" 9'0" 16'-0" 5'-0" I o E. ALL EQUIPMENT SHALL MEET ACCESSIBILITY REACH RANGE REQUIREMENTS. X-0 z'o" '-2" 4'-I8" '-2" 2'-0" 3'-0" I g 3 F. ALL EQUIPMENT AND CABINETS SHALL BE FREE OF SHARP EDGES. CONTACT MANUFACTURER 0 z OR PREP EDGES FOR SAFETY. r41% - -A o - ' G. LATERAL FORCES, PER BUILDING CODE REQUIREMENTS. W 9 1 a 1 `--- - ----' H. FLAME SPREAD CLASSIFICATIONS FOR INTERIOR WALLS SHALL COMPLY WITH LOCAL CODES. J o I. FIRE EXTINGUISHERS (2A:10B:C) SHALL BE INSTALLED AT TRUCK WASH TUNNEL, IF NOT SHOWN LO in ELSEWHERE ON THESE DRAWINGS. VERIFY WITH OWNER FOR DETAILS, CONFIRM FINAL DETAILS z FUEL TANK 0 c STORAGE YARD °� N 1 WITH LOCAL FIRE INSPECTOR. 3.13.1 J. ALL DOORS MUST HAVE NO MORE THAN 5 LBS OPENING FORCE AND MUST HAVE A SWEEP 2 O OA o PERIOD OF 3 SECONDS TO CLOSE FROM 70° OPEN TO 3" FROM THE LATCH. O 0 (f) Q O O 0 o TRUCK g Cl) �/O'�� _STASERVICE�- - - TRUCK WASH _ _Z - - - - - - DB O O 0 CP BAYFM FLOOR FINISH T N N uj 0 Y A. FLOOR FINISH TRANSITIONS BETWEEN ROOMS SHALL OCCUR UNDER CENTER OF DOOR Z J V O Q Oo WHERE APPLICABLE. SEE SHEET A6.2. > Q Q 0 B. TRANSITIONS FROM CERAMIC TO VINYL WALL BASE SHALL NOT OCCUR @ WALL 0 CORNERS. SEE SHEET A6.2. 0 L O --------0------- C. ALL FLOORS SHALL BE CLEANED AND SEALED PER MANUFACTURERSf z = 1'-2" ° RECOMMENDATIONS. ALL FLOORS UNDER SALES SHELVING SHALL BE CLEANED PRIOR Z Q 10'3" 3'4" 10'-11" -11'_11 - - 12,_5" - - _ o _ _ - - - EB M o TO SHELF PLACEMENT. THE CONTRACTOR SHALL ARRANGE A SECOND CLEANING JUST Q Im Zco r TRUCK REPAIR TRUCK ASH GA0 LON PRIOR TO STORE OPENING. W W Ln FUEL TANK D. CONTINUOUS TILE COVE BASE TYPICAL THROUGHOUT FOOD SERVICE AREAS AND Q 2 = J L.LJ N 2 o BYOIHERS 2 RESTROOMS. REFER TO PLAN FOR SPECIFIC LOCATIONS. O (n Q O = 0 '� 3.1 0 0 ® 3.1 E. PREFERRED FULL TILE FLOORING AT CENTER OF STOREFRONT ENTRANCE. 0 Z Q Q N i F. PRIOR TO TILE INSTALLATION, REMOVE DUST, CURING COMPOUNDS, OIL AND OTHER — 0 V LO 1/2%SL PE 1/2%SLOPE o FOREIGN SUBSTANCES FROM SURFACES. z LL W W Ln SERVICE PIT G. FLOOR J-BOXES AND CLEANOUTS THROUGHOUT THE STORE ARE TO BE FLUSH WITH (n N AS PER FLOOR DRAIN 0 FINISH FLOOR MATERIAL. Q MANUFATURER - - AS PER MANLEA TRFR _ O O M O 01/2% SLOP 1/2%SLOPE _ Z GB DEQ 3OOR TYPE 3 O GB KEYNOTES O O Q CV O M RESTROOM BO O ALUMINUM ENTRANCE AND STOREFRONT SYSTEM, REFER TO SHEET A6 J Z ® 0 LL. Q 02 INSTALL 6"0 PVC CHASE FOR FOUNTAIN SYRUP LINES. OTHRESHOLD, REFER TO DOOR SCHEDULE AND SHEET A6.2. DATE: 03-18-22 N O ROOF LADDER PER DETAIL 7/A6 o O TIRE STORAGE o O 1" MINIMUM AIR GAP AT PREFABRICATED COOLER/FREEZER SCALE: AS SHOWN 0 O DEPRESSED SLAB, REFER TO SLAB PLAN. _ 1`0 0 0 DRAFTER: WH o Ig - - --- ---_- _--_-_-- - _2 - N - - - Ig LEGEND O LINE OF SOFFIT ABOVE o 3'-0" ao4-18" 1 2'-a' 3'- O DENOTES WINDOW TYPE CD SLOPE FLOOR TO FLOOR DRAIN. SEE FOUNDATION PLAN. JOB NUMBER: 17-973 2'-0' 2" '_2� 2" 3.0 4 3„ 16'_0" 9.!0.. 16'-0" 5'-8" 3'-0" 6'-4„ 12'3„ 72,3„ <8> DENOTES WINDOW TYPE O GLASS WALL PER COOLER MANUFACTURER PLANS. SEE DOOR AND WINDOW SCHEDULE ABOVE 10 2x STUD WALL UNDER COUNTER. MAXIMUM WALL HEIGHT IS 32: A.F.F. SHEET: 1 B 2B 3B 4B A1 . 0B FLOOR PLAN 3/32 - V-0" 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF MILESTONE ASSOCIATES IMAGINEERING, INC., AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF MILESTONE ASSOCIATES IMAGINEERING, INC. (C)2022 MILESTONE ASSOCIATES IMAGINEERING, INC. ALL RIGHTS RESERVED.