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HomeMy WebLinkAboutB16-1178 027-060-075Butte County DeiJarttntntlofl)-efop rhant Services FORM NO PERMIT CENTER DBP -3 7 County CenterDfive, Or6ville, CA 95965 winpt,IV- Z1 -M sx'm — SITE PLAN Assessor's Parcel Number: hermit #.- Owner Name: W1 Site Location, Contact name7 Flood Zone. Rpvi;pri 7 M, stile 1"=1 -901 -/t; - scope of work: -76 PERMIT # v,oRt ort BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY E. -L-U —451 CL V 511. J •, i W�`�1 T-77 7-17-0 1 1 1 1 i i i i 1, -1 Owner Name: W1 Site Location, Contact name7 Flood Zone. Rpvi;pri 7 M, stile 1"=1 -901 -/t; - scope of work: -76 PERMIT # v,oRt ort BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY GENERAL IIYFO_RMATIO LAND/BUILDING OWNER WESLEY CURRY ENGINEER OF RECORD AUSMU5 ENGINEERING. INC. ADDRESS 8115 JOHNNY LANE JURISDICTION CHICO, CA 95975 PHONE (580) 521-2646 EMAIL ERICAUSMU50GMAIL.COM �Iu.FOnATION 4 SITE ADDRESS 7082 SPRINGTIME TRAIL ERI73 CAU5MUSOTMAIL COM OROVILLE, CA JURISDICTION BUTTE COUNTY ASSESSOR'S PARCEL NO. 027-060-075 ZOINING RR -5 PARCEL AREA 16.49 ACRES WATER N/A WILDLAND FIRE HAZARD AREA NO SEWAGE DISPOSAL N/A ENVIRONMENTAL HEALTH BUTTE COUNTY — 20' (530) 891-2727 FLOOD ZONE ZONE X COMMUNITY NO. 06007CO983 51TE ELEVATION 440 FT ASL GROUND SNOW LOAD 0 P5F KM OF BORE PROPOSED 100740' (4.000 SOFT) METAL BUILDING USED FOR PRIVATE VEHICLE STORAGE pEFERRED SU811IT1TAL9 SPECIAL INSPECTOR QUALIFICATION ,p<c.rfr---t 7 In= INSPECTION INSTALLATION OF A325 HIGH.STRENGTH BOLTS CODE ANAV= GOVERNING CODES 2018 CALIFORNIA RESIDENTIAL. BUILDING. MECHANICAL, PLUMBING. ELECTRICAL, FIRE A t� 6 10 GREENYC DEE AS AMEND USE PRIVAT VEHICLE PARKING OCCUPANCY GROUP 5-2 SPRINKLERS NO TYPE OF CONSTRUCTION I -B MAXIMUM HEIGHT 160 FEET ALLOWABLE AREA 79,000 > 4,000 SOFT O.K. 4 L BU= COUNTY SEP Q 7 2016 DEVELOPMEN£ SERVICES 816--1116 20' H 4 STEEL COLUMNS ERI73 CAU5MUSOTMAIL COM PER PUILDING �oQ�OVESSIONq� �yel PLANS co .65286 SO 100' 9TF OF CM.\F 62 O�w 8"x � 20' W/ I 40'0 F-I ZRZD n r/'AaGGARAI s (IIDFd Q �� AO COVER SHEET Al FOUNDATION PLAN A2 FOUNDATION DETAILS X -BRACING 4'—,-12'4' z0' 4'4-12'4' a0' Q L C 19'-4" Com IItNENCf.OSSD 1 PAR 3 GAt(tAGX OP16N >f BIDZo -� 40' OCCUPANCY! -2 GRAVEL 500 SOFT -Q 20' AUSIVWS 4 4 ERI73 CAU5MUSOTMAIL COM 4 �oQ�OVESSIONq� �yel y� ERI AUSMU5 co .65286 SO 100' 9TF OF CM.\F 62 O�w V J U � 20' -� 29' 0 � 20' — 20' X -BRACING 4'—,-12'4' z0' 4'4-12'4' a0' Q L C 19'-4" Com IItNENCf.OSSD 1 PAR 3 GAt(tAGX OP16N >f BIDZo -� 40' OCCUPANCY! -2 GRAVEL 500 SOFT -Q 20' AUSIVWS GIlUE C AUSMU5 ENGINEERING 8115 JOHNNYLANE CHICO, CA ERI73 CAU5MUSOTMAIL COM �oQ�OVESSIONq� �yel y� ERI AUSMU5 co .65286 SO * 09-30-2017 9TF OF CM.\F 62 O�w V J U ��11W L�Z� W CL U �O 0 Z u w CL U 0. H 0 COYER SHEET 5HEET AO1 OF S FOUNDATION NOTES: m nEn�oacn�tcCori 3�� ��� �s CONCRETE CONSTRUCTION SHALL CONFORM TO ACI -818-11 -REINFORCING STEEL SHALL BE A5TM GRADE 40 FOR #4'5 AND SMALLER -CONCRETE STRENGTH SHALL 5E Z5Q0 p91 0 28 DAYS. (150 PCF) MAXIMUM � -EXCAVATION UNDER SLABS SHALL BE IN NATIVE SOIL OR ENGINEERED FILL. ALL L005E SOIL AND ALL ORGANIC AND FOREIGN MATERIAL SHALL BE -ALL FOUNDATION HARDWARE SHALL BE IN PUKE BEFORE REINFORCING DAR$ SHALL DE CLEAN AND FREE OF OIL, LOOSE RUST, AND SLUMP OF S" - CEMENT SHALL CONFORM TO ASTM C150 TYPE 1 OR 2. PROVIDE TYPES COMPLETELY REMOVED BEFORE CONCRETE IS PLACED. INSPECTION. < CEMENT FOR SOILS CONTAINING SULFATE CONCENTRATIONS OF MORE THAN 0.2% -SEE 51TE PLAN AND/OR FLOOR PLAN FOR WALKS, STOOPS. STEPS, ETC. NOT -IF CLAY SOILS OR HIGH WATER TABLE 15 PRESENT, OTHER FOREIGN MATERIALS. -REINFORCING STEEL SHALL DE FABRICATED AND INSTALLED ACCORDING TO -CONCRETE AGGREGATE SHALL CON515T OF OF NATURAL SAND AND ROCK SHOWN HERE (VERIFY ALL FLAT WORK WITH OWNER PRIOR TO INSTALLATION). THE ENGINEER SHALL DE NOTIFIED DEFORE PRECEDING THE 'MANUAL OF STANDARD PRACTICES FOR REINFORCED CONCRETE AGGREGATES CONFORMING TO ASTM C53. -ALL REINFORCING SHALL DE 5" CLEAR OF SURFACES IN CONTACT WITH SOIL. WITH THE WORK. -VIBRATE OR TAMP CONCRETE DURING POUR TO ELIMINATE CONSTRUCTION' BY WCRSI. -MAXIMUM FREE FALL OF CONCRETE SHALL DE 4'-0". -NO WOOD SPREADERS AILLOWED. NO WEED STAKES ARE ALLOWED IN AREAS -CONTRACTOR SHALL LOCATE CONTROL JOINTS AS REQUIRED (MAXIMUM SPA�O NG 1N ANY DIRECTION SHALL NOT EXCEED 209 VOIDS. DO NOT OVER AGITATE. -CONSTRUCTION JOINTO SHOULD BE CLEANED, WETTED AND THE CLEAR DISTANCE FROM THE EDGE OF CONCRETE f0 THE REINFORCING WHERE CONCRETE I$ PLACED, -PIPE OR DUCTS EXCEEDING ;OF THE $LAB OR WALL THICKNESS SHALL NOT BE -ALL FOOTINGS SHALL BEAR ON NATIVE 501L OR ENGINEERED FILL AND STANDING WATER REMOVED BEFORE POURING ADDITIONAL OARS SHALL BE 5' WHERE CAST AGAINST SOIL AND IV IN OTHER CASES. -SPLICES SHALL HAVE A MINIMUM OF 40 DAR DIAMETERS OF LAP AND SHALL PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED THEREIN. SHALL BE IN NEATLY CUT EXCAVATION$, ALL LOOSE SOIL AND ALL ORGANIC AND FOREIGN MATERIAL SHALL BE COMPLETELY REMOVED FROM CONCRETE. Pm BE TIED WITH WIRE NEAR EACH END OF LAP. TIE WIRE CLEARANCES SHALL -PIPE MAY PASS THROUGH STRUCTURAL CONCRETE BUT SHALL NOT DE , FOOTINGS BEFORE CONCRETE I$ PLACED. DAMPEN FOOTINGS (NO STANDING 2015 CA DUMPING CODE CONFORM TO THOSE NOTED ABOVE. EMBEDDED THEREIN. WATER) BEFORE PLACING CONCRETE. -ALL REINFORCING SHALL DE SECURED 80 NOT TO MOVE DURING THE POUR $�Q At IS RECOMMENDED TO USE TIE WIRE AT 8'-0" O.C. MAX. DETACHED METAL DUMPING GROUP U STRUCTURE -ALL REINFORCING SHALL DE IN PLACE AND SECURED BEFORE INSPECTION. m PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES W FOR Cts ��lR21ANCF DATE Z u_(e—�'y�-1–�- 3 Q Q Q Ir 100' -- -- ,i 19'-7 1/4" *-- 20' 20' k 20' 19'-7 1/4u I 45" 50 X 15" FTG J W/ 544 BARS EMI ri–I 45" 50 X 15" FTG W/5-#4 BARS E/W TOP & BOTTOM 8"x8"x8" FTG W/ 1#4 CONTIN 4" GRAVEL I 57" SQ X 15" FTG W/ 545 BAR5 E/W TOP AND BOTTOM 19'-4" 45" 50 X 15" FTG W/ 544 BAR5 E/W — -�%- TOP & BOTTOM ©- j—�— —j X -BRACING r t 7 r -r r- —I — — — — — — — — — — K --------+ ---------- L — 2"50X15"FTG 10'DENT#4 W/ 4-#5 BAR5 E/W,HAIRPINS PER I TOP AND BOTTOM DETAIL ON SHEET TYP LINE C A2 BETWEEN 2 AND 5 I I I I I i � colrs�raucriort I I I Nm �m I I I 42" 50 X 15" FTG I W/ 445 BARS Eft TOP AND BOTTOM I TYP LINE A I BETWEEN 2 AND 5 I j---------- -{----------- --I---------- 4" GRAVEL I I � —J 57" SQ X 15" FTG W1 545 DAR$ E/W 19'-4" 45" SO X 15" FTG W/ 5-#4 BARS E/W — —L J L — J X -BRACING 19'-7 1/4" L --J4'--- 12' 4� 4' -- 12' 4' S'---14' 20' 20' 20' 20' 20' a s a s 1 FOUNDATION PLAN k Al I PUN SCALE. 1/8" -l' -O" AUSMUS "A AUSgMUS ENGINEERING 3115 JOHNNY LANE CHICO, CA 95S// UIALCERICAU5MGMIOM WESSIO,ygl�y ERI . AUS US a o. 65286 * 09-30-2017 sf C/V 1� qTF OF CA1 0 u- ly w m < <_j �(D < V <11 2 U O < w 0 < FOUNDATION PLAN Al BIN 1111111 .11121111111 1 FOUNDATION PLAN Al KEY COLD JOINT WHERE OCCURS 1/8' SAWCUT 1/3 DEPTH OF CONC *4 AT 24" OC EACH WAY (FILL WITH CAULKING) 2.50e P51 CONCRETE SLAB MIN. 4-1/2' THICK r 4" MIN. 3/4" ROCK AS NEEDED —=4 1 — I A9 NEEDED FOR LEVEL PAD 'r--till=I ENGINEERED FILL OR NATURAL SOIL . SLAB CONSTRUCTION q2 SECTION SCAMINTS TIE TO DOLTS STEEL COLUMN PER MANUF J OR L DOLTS GRADE 3 (24' MIN EMBEDMENT). SEE BLDG MANUF PLAN E T 1:2 FOR WIAMETER ;375" DASE PLATE PER DLDG MANUF ENDWALL PER PLAN #010' LONG HAIRPIN TIES SLOPED CONC. PEDISTAL CENTERED IN SLAB & TIED SLAD PER DETAIL TO $LAD BARS DETAIL "5" 6X FOR 10' MIN b AX — WHERE OCCURS. •,, ' ' . y , . • ° I-1 1 1 III III -III 30" D -LOW GRADE Y REINFORCING PER 3" CLF, PLAN PER PLAN TOP AND DOTTOM FOOTING DETAIL F NTS B PEPm i ;' 4i_ .;( LTTE r.OUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE "Al 3115 JOHNNY LN7NIE CHICO CA 95973 PH: (530)es 1-2645 ERICAUSMUSvMAIL.COM ���oQ1�OFESSIpy9l�y ERIC D. AUSMUS c W No. 65286 * 09-30-2017 F OF CAO�� a� ww 'gym V J U Lu L�Z� a ujw 0 O 'r1. v oc i 2 O J 0. w 0 FOUNDATION DETAILS 5HEET 0500116 A2 SOFS