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WEST RIPON 22 Par. 'A ROAD so 661.15 66r.aiB 66r.QB':661.i C 62r.J5' A 14.79• � 31a75 JM.75 661.50' �� \0 CA W. RIPON AVENUE 2 3 4 27� 2s b2. 42 62 s 4 � G Par. 'A" n$ 35 - �ti 1� @x �2 q 4� a6r ACS. 8r 56 E EXP. 6/30/27 A 10.00 ACS. AET 0 A 1r. 60 ^ 6@1 0 Par. ,�8.. 62r.Js wFsr Ac -Fr rage 1 S Q 19 `r�9jF CIVIL EX. SEPTIC TANK 20.00 ACS 661.09 230.00 ,�_� 1000 ACS 2AOV ACS 2 OF CAS\E f 0 0 2A 10 ACS 1167 f 0.67 ACS. yo; J 9 7 „� b W > EX. � � A� � o BLDG I 0 / 1 8r 12 IL IL LAWN AREA c C 10 � A 566.92' 3 Jra�s' JJIrx65' 66r.Jo' a 18` r C r.10' \ He�Js . r ra' anso $ S 5 7 a N N N 1 10 J.61&1 j o �i 0 \\700 EX. WATER WELL � a i 4 15.00 AM 1024 AM 38 i 2C' ` cn z z EX. SEPTIC 1 g M83 ACC � �, { �' J7.12 ACS. J9.16&^S. o o O TANK ul N O s o PROJECT a EX. ACCESS ROAD o Of z OJ LOCATION W EX. 4.3t ACS r- h o �-- o f � o � W BLDG. 178 � / �! 8 ^ ` ^ I < � Q EX. EX. BUILDING 4 0 1�1� 19.99 ACS 2 1 b ~ BLDG. ' r LYONS ROAD 42. 1J22.20' 132220' o w U _ _J1 0 9 10 661.20 4254 $ 9 10 o co r 1 34 3 $ W W OILi z � rX59 ACS 44 45 xee9'4r w Q I 61.56 Acz Z co 2aa0 ACS IAN AM lA �� rzsa e rJ22.20 11 co 57. LO VICINITY MAP % �- a SCALE: N.T.S. Z Al Z Iz EX. WATER WELL J O EX. BUILDING SHEET INDEX GENERAL NOTES .� 0 SHEET NO: SHEET NAME: ■LL j Z - LO 1 COVER SHEET 1. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AT THE JOB. ANY ■•� O OctO F 2 CONSTRUCTION PLAN DISCREPANCY BETWEEN DRAWINGS AND ACTUAL WORK SHALL BE Z J � N 0 EX. BUILDING BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CORRECTION LU PRIOR TO COMMENCING WITH THE WORK. od 0 v 2. IT IS NOT INTENDED THAT THE CONTRACTOR DOCUMENTS INCLUDE (9 mZ LL EACH AND EVERY SUBSYSTEM AND SUB COMPONENT NECESSARY TO Lu Z PROJECT DIRECTORY FULLY AND PROPERLY COMPLETE THE WORK. SUBSYSTEMS, SUB Z W COMPONENTS OR DETAIL REQUIRED OR NORMALLY INCLUDED AS EX. OPEN LAND ENGINEER: TRADE PRACTICE MAY NOT BE SPECIALLY MENTIONED OR SHOWN. :�e J= ? OC SERGIO CARRERA NEVERTHELESS, CONTRACTOR SHALL BE RESPONSIBLE FOR EACH Lu cl) CIO EX. BUILDING BENCHMARK ENGINEERING, INC. LV Cn ELEMENT OF THE WORK. , 915 17TH ST PHONE: (209)548-9300 ocz Z Q 00 MODESTO, CA 95354 3. ALL WORK SHALL BE DONE IN A NEAT AND WORKMAN LIKE MANNER LO ACCORDING TO THE BEST TRADE PRACTICE BY THOSE SKILLED IN EX. BUILDING CONTRACTOR: THE PARTICULAR TRADE, EQUIPMENT, FIXTURES, PIPING, ETC. SHALL Z w N VAN BOVEN CONSTRUCTION BE PLUMB, LEVEL, SQUARE OR CENTERED ETC., EQUIPMENT TO BE LV BRET VAN BOVEN INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S 28326 LEMON AVE. PHONE: (209)614-5193 RECOMMENDATIONS. d ESCALON, CA 95320 Z J cl) 4 CONTRACTOR AND HIS OR HER SUBCONTRACTOR TO HAVE WORKING �' ' LO 1 co KNOWLEDGE OF ALL CODE APPLICABLE TO THEIR PROJECT DATA WORK. V EX. BUILDING EX. WATER WELL 5. GENERAL CONTRACTOR SHALL BE MAKE AVAILABLE COMPLETE SETS m EX. BUILDING PROJECT: 21'x61' STEEL BUILDINGS OF CONSTRUCTION DOCUMENTS TO HIS OR HER SUBCONTRACTORS ZONE: AG-40 FOR REVIEW. EACH SUB CONSULTANT SHALL BE RESPONSIBLE FOR O BUILDING HEIGHT: 22'-6" REVIEWING THE COMPLETE AND COORDINATING ITEMS WHICH OCCUPANCY TYPE: U PERTAIN TO HIS OR HER WORK WITH OTHER TRADES PRIOR TO EX.ACCESS ROAD EX. BUILDING CONSTRUCTION TYPE: TYPE II COMMENCING WITH THE WORK. ALLOWABLE AREA: 26,000 SF SITE APN: 257-240-610 6. CHANGES FROM THE APPROVED PLANS DURING THE COURSE OF SPRINKLERS: NO CONSTRUCTION SHALL BE CAUSE CONSTRUCTION TO BE SUSPENDED WIND SPEED: 95 MPH UNTIL SUCH TIME AS THE PLANS CAN BE AMENDED BY THE DESIGNER WIND LOAD: 13 PSF AND SUBMITTED TO THE COUNTY FOR REVIEW AND APPROVED. WIND EXPOSURE: C SEISMIC SITE CLASS: D EX. BUILDING RISK CATEGORY: II DESIGN CRITERIA SEISMIC DESIGN VALUE (SDs) 0.83 CODE REVIEW: A. SOILS BEARING CAPACITY PER 2022 CBC PROJECT SHALL CONFORM TO THE FOLLOWING CODES: B. CONCRETE DESIGN STRENGTH PER 2022 CBC EX. BUILDING 2022 CALIFORNIA BUILDING CODE (CBC) C. MATERIAL DEAD LOADS PER 2022 CBC 2022 CALIFORNIA ENERGY EFFICIENCY(CEEC) D. MATERIAL LIVE LOADS PER 2022 CBC STANDARD, TITLE 24, PART 6 2022 CALIFORNIA FIRE CODE (CFC) 1. GENERAL: ■ 2022 EDITION OF C.B.C. CALCULATION SHEETS WILL SUPERSEDE LV AREA THIS DESIGN CRITERIA SHEET IN ALL CASES. UNCONDITIONED: 2. CONCRETE: 0 Z AG. STORAGE = 1,586 SQ.FT. Q d - ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. W O ALL STRUCTURAL CONCRETE: F'(C)= 2,500 PSI (UNLESS NOTED Q EX. ACCESS ROAD OTHERWISE) FOR USE IN SPACES LESS THAN 2" CLEAR IN ANY DIMENSION SCOPE OF WORK AND DRYPACK, GROUT PROPORTIONED BY VOLUME SHALL BE 1 Z 0 PART CEMENT AND 2 1/4 TO 3 PARTS SAND TO WHICH 1/10 PART LLI cc CONSTRUCT A NEW 26'x61' STEEL BUILDINGS TO BE USED AS LIME MAY BE ADDED. > J Q Z AN AGRICULTURAL STORAGE. - REFERENCE BOOK; ULTIMATE STRENGTH DESIGN BOOK, ACI O d C 3. REINFORCING STEEL: C.) T d CD w CONCRETE REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE BAR EX. OPEN LAND DIAMETER. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE x PROVIDED FOR REINFORCEMENT: ■� ap NOTE.■ 0 La A. CONCRETE CAST AGAINST EARTH..................................... 3" N O ELECTRICAL WILL NOT BE PART OF THIS PROJECT B. CONCRETE CAST AGAINST FORM BELOW GRADE.................... 2" r C. CONCRETE CAST AGAINST WEATHER, #5 &SMALLER.............. 1 1/21, D. SLAB-ON-GRADE FROM TOP OF SLAB................................. 1" E. COLUMNS AND BEAMS TO MAIN BAR............................... 2" - ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE OR GROUTING MASONRY. - SPLICING OF BARS SHALL HAVE LAPPING OF 30 BAR 90' 10' 263'-7.2" DIAMETERS OR 2'-0" MINIMUM IN ALL CONTINUOUS JOB NO 265333 CONCRETE REINFORCEMENT. 10-24-2025 - MASONRY REINFORCEMENT SHALL HAVE LAPS OF 40 BAR DATE DIAMETERS OR 2'-0" MINIMUM. THIS IS IN ALL CASES UNLESS DR BY Sc N OTHERWISE NOTED. CK BY - ALL REINFORCING SHALL BE ASTM A-615-40 FOR#5 BARS &SMALLER. SCALE AS SHOWN - ALL REINFORCING SHALL BE ASTM A-615-60 FOR#6 BARS &GREATER. - WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1 1/2 SPACES, 9" MINIMUM. SHEET 4 STRUCTURAL STEEL: NUMBER NEW 26'x 61' STEEL STEEL SHALL CONFORM TO ASTM A-36 NORTH 7 EX. CONCRETE SLAB BUILDING - PIPE COLUMNS SHALL CONFORM TO ASTM A-53, GRADE B. TO REMAIN SITE PLAN - REFERENCE BOOK, "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDING"AND "AISC", SCALE: 1'=60' CURRENT EDITION.