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Home My WebLink About036-270-061Ent lKIr)ATInM DESIGN 16 BASED ON INFORMATION PROVIDED BY Q�-VESSIO t FOUNDATION PLAN G co 3590 FOR JIM SALVATORY 103 OPHIR AND LINCOLN vi OROVILLE, CALIFORNIA OF Cpl THURMAN CONSTRUCTION COMPANY Revisions: Design: JMR Job No= 6741 Drawn: JMR Ln ..--------------- {-rB • 3 _.. -� r — --- -- � �r----------------- � — A / \ / A i \ #4 HAIRPIN TYP. �1 -FTG. 20' TOTAL LENGTH I — — — — — — — — — — -- I /* � r — — — — - � — -� / Q \ - B I ( I 3• I� —1 - - 1 tlF_ vGGrL-.� I . � 'v . v,-._.�..-.... ARE PRESENTED }-O THE ENGINEER OFA 90% RELATIVE COMPACTION. 3. ANY UNUSUAL 6011.- CONDITIONS SUCH A5 ORGANIC SOILS, CLAY POCKETS OR UNCERTIFIED FILLS SHALL BE I✓ROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. CONCREM I, ALL CONCRETE 'SHALL HAVE A CEMENT FACTOR OF 51/2 SACKS PER CUBIC YARD, A MAXIMUM SLUMP OF 4" AND A MINIMUM f'c = 2,500 P51 AFTER 28 DAYS CURING. AGGREGATE SIZE SHALL BE A MAXIMUM OF I -I/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATION.. CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELING. 2. ALL CEMENT 5FIALL CONFORM TO A5TM STANDARD G-150. ALL AGGREGATES SHALL CONFORM f0 ASTM STANDARD C-33. • I I 3, VIBRATE CONCQETF AROUND ALL BOLTS, REBARS AND SURFACES. rB B 4. CONSTRUCTION JOINTS SHALL BE CLEAN AND WET PRIOR TO POURING CONCRETE, I 5. UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING J U.1 I SHALL BE 2" EXCEPT WHEN CONCRETE IS TO BE PLACED DIRECTLY AGAINST EARTH w i 4"CONCRETE SLAB WITH I O WHERE IT SHALL EE 3". � _3' I AT 2411 O.C. C�ACH WAY - FOR ANCHOR BOLT. I , . O O _ I I W/ CRACK CONTROL, FINISH FLOOR ELEVATION, LOCATIONS SEE METAL BUILDING 1 - I O L CONCRETE SLAEj AS SHOWN ON THE PLANS IS THE MINIMAL THICKNESS AND RECUIRED FOR STABILITY OF STEEL BUILDING AND 15 ADEQUATE F N AND FIINISH DETERMINED MFG. PLANS I REINFORCING FOR NORMAL COMMERCIAL USE. !F HEAVY LOADING FROM STORED MATERIALS, O BY CONTRACT OR I RACKS, FORKLIFT:i OR STATIONARY EQUIPMENT 15 ANTICIPATED, THE ENGINEER { SHOULDBENOTIFIED AND THE SLAB THICKNESS AND REINFORCING MAY BE ~ I l ADJUSTED. 2. GRAVEL OR SAND BASE SHOWN 15 TO PROVIDE STRUCTURAL BASE FOR SLAB O ONLY. NO PROVIG-IONS FOR PREVENTING GROUNDWATER INFILTRATION OR SUCH THAT _ DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE -PROOFING WITH PEA GRAVEL BASE, O SLAB MUST BE DR'Y AT ALL TIMES, DAMP • �B B I VISQUEEN AND 2" SAND TOPPING IS RECOMMENDED - O ( I 3. CRACK CONTROl_ JOINTING 15 DESIGN BY THE CONTRACTOR, THE MAXIMUM _ SPACING OF JOINTS SHALL NOT EXCEED 30' IN ANY DIRECTION. -MEL: / \ � / I I, REINFORCING f:.TEEL SHALL CONFORM TO THE PROVISIONS OF ASTM A-615 I \ // \ / \ / I AS FOLLOWS: #4 REBAR AND SMALLER - GRADE 40 �/ B j� #5 REBAR AND LARGER -GRADE 60 B a'—� ----� �a✓�------_._._...------..._--J•• 2. ALL REBAR TO BE DEFORMED AND ALL SPLICES SHALL NOT BE LESS THAN - ••'--------- — -- — — -- - —J `AWL----.----- — — — ---- ,. L--------- — .�.—.� - 40 BAR DIAMETERS OF THE LARGEST BAR, 2 Ent lKIr)ATInM DESIGN 16 BASED ON INFORMATION PROVIDED BY Q�-VESSIO t FOUNDATION PLAN G co 3590 FOR JIM SALVATORY 103 OPHIR AND LINCOLN vi OROVILLE, CALIFORNIA OF Cpl THURMAN CONSTRUCTION COMPANY Revisions: Design: JMR Job No= 6741 Drawn: JMR x x CA, T(L T I P -A V? I OlAirVoe FisTACH5 C4vASr �,XePWD0'P,,_ SYR ICAV SPI44NIle-UPLI A01 1_0 '2710 .PLO . PLAN. 00 >e IS. � _ Building Owner: -- ----Grading and Drainage Dtes., Jim Salvatore Oroville, CA This plan is' not a grading plan. The plan contains assumed elevations and does not contain kmfi enough elevations or final grades to determi * Q n.; Lincoln Boulbvard determine that the.entire site will drain properly. Oroville, CA The plan does indicate that very little grading will be done to the site with this project and that • the finish floor elevation of the building is above the stream flow line. 36-27-61 A grading permit will be issued for minor grading in the area of the building and parking areas (4.83 Acres) only. The property owner will accept full responsibility for any adverse drainage, damage or ponding that occurs due to a lack of a complete grading plan. Houseboat Repairs Any further development on this parcel Will require a complete and proper grading plan which provides for positive drainage to the stream. Portions Of the eAsting parking area may reuire reconstruction, or underground facilities may be necessary to assure proper and adequate Qroug. F-1 drainage.. UBC Construction Type• V -N Allowed Floor Area: x Basic 8,000 sq. ft. Allo md increase — r rd A clAn, — i NA J Total Allowed Floor Area 16 Jim Salvatore Owner 000 sq. ft. date Proposed Fioor a• 50 X 100 = 5,000 sq. ft. 0 01 5�2. FW or'quivancy Senaratinn Dnnvr:r.,#. Shop to Orrice (F -I B) =None Environmental Health SEP 2 9 1998 Cou"tG,,,,e" . ,erunvt-, Ca - 04 0 EDT, LAw14 8 IV In F O T. C 0 Z 'z ir C2 LL W U 0 0 W ¢ a 0 N C 41; T. I _IJ LAIAf�J 0, Till A x x CA, T(L T I P -A V? I OlAirVoe FisTACH5 C4vASr �,XePWD0'P,,_ SYR ICAV SPI44NIle-UPLI A01 1_0 '2710 .PLO . PLAN. 00 >e IS. � _ Building Owner: -- ----Grading and Drainage Dtes., Jim Salvatore Oroville, CA This plan is' not a grading plan. The plan contains assumed elevations and does not contain kmfi enough elevations or final grades to determi * Q n.; Lincoln Boulbvard determine that the.entire site will drain properly. Oroville, CA The plan does indicate that very little grading will be done to the site with this project and that • the finish floor elevation of the building is above the stream flow line. 36-27-61 A grading permit will be issued for minor grading in the area of the building and parking areas (4.83 Acres) only. The property owner will accept full responsibility for any adverse drainage, damage or ponding that occurs due to a lack of a complete grading plan. Houseboat Repairs Any further development on this parcel Will require a complete and proper grading plan which provides for positive drainage to the stream. Portions Of the eAsting parking area may reuire reconstruction, or underground facilities may be necessary to assure proper and adequate Qroug. F-1 drainage.. UBC Construction Type• V -N Allowed Floor Area: x Basic 8,000 sq. ft. Allo md increase — r rd A clAn, — i NA J Total Allowed Floor Area 16 Jim Salvatore Owner 000 sq. ft. date Proposed Fioor a• 50 X 100 = 5,000 sq. ft. 0 01 5�2. FW or'quivancy Senaratinn Dnnvr:r.,#. Shop to Orrice (F -I B) =None Environmental Health SEP 2 9 1998 Cou"tG,,,,e" . ,erunvt-, Ca - 04 0 0 8 x x CA, T(L T I P -A V? I OlAirVoe FisTACH5 C4vASr �,XePWD0'P,,_ SYR ICAV SPI44NIle-UPLI A01 1_0 '2710 .PLO . PLAN. 00 >e IS. � _ Building Owner: -- ----Grading and Drainage Dtes., Jim Salvatore Oroville, CA This plan is' not a grading plan. The plan contains assumed elevations and does not contain kmfi enough elevations or final grades to determi * Q n.; Lincoln Boulbvard determine that the.entire site will drain properly. Oroville, CA The plan does indicate that very little grading will be done to the site with this project and that • the finish floor elevation of the building is above the stream flow line. 36-27-61 A grading permit will be issued for minor grading in the area of the building and parking areas (4.83 Acres) only. The property owner will accept full responsibility for any adverse drainage, damage or ponding that occurs due to a lack of a complete grading plan. Houseboat Repairs Any further development on this parcel Will require a complete and proper grading plan which provides for positive drainage to the stream. Portions Of the eAsting parking area may reuire reconstruction, or underground facilities may be necessary to assure proper and adequate Qroug. F-1 drainage.. UBC Construction Type• V -N Allowed Floor Area: x Basic 8,000 sq. ft. Allo md increase — r rd A clAn, — i NA J Total Allowed Floor Area 16 Jim Salvatore Owner 000 sq. ft. date Proposed Fioor a• 50 X 100 = 5,000 sq. ft. 0 01 5�2. FW or'quivancy Senaratinn Dnnvr:r.,#. Shop to Orrice (F -I B) =None Environmental Health SEP 2 9 1998 Cou"tG,,,,e" . ,erunvt-, Ca - 04 0 0 IV In F O C 0 Z 'z ir C2 LL W U 0 0 W ¢ a 0 N C 41;