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HomeMy WebLinkAboutB15-2142 039-240-091f r; I Butte County Department of Development Services BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Permit Center Phone 530.538.6861 Fax 530.538.7785 t��v w. buttecouizti,.net;�ad SPACIAL INSPECTION NOTA / . For Building Permit # B j �� - 2l yL ,Assessor's Parcel # � .3� � Z V,V - �� Structural Tests &Special Inspections- 2013 to the inspections required by Division II, Professional acting as the owner's agent shall provide inspections during construction on t California Building Code Chapter 17: In addition Section 1101) the owner or Registered Design employ one or more special inspectors who. shall he types of work listed under. section 1704. The speciai inspector snau ue a quaiiriea person who shall demonstrate competence, to the satisraction of trie building othcial, dor inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special I 1. The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. I The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work requiring special inspection was, to the best of his or her knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him or her, so inspections must also be made by the Butte County Building Division. 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County. Building Division. Butte County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: D Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). ❑ Structural Masonry 1%, High Strength Bolting .. 1:1 Welding ❑ Bolts Installed in Concrete El Other: *Name of Special Inspection Company: *PENDING APPROVAL. SPECIAL INSPECTION COMPANY SHALL PROVIDE A STATEMENT OF QUALIFICATIONS AND COPIES OF CURRENTSPECIAL INSPECTOR CERTIFICATIONS FOR APPROVAL BY THE BUILDING DIVISION PRIOR TO 0 �JT W 'rt n �v ,C3 5rr Hardwood plywood veneer core 0.05 0 Hardwood plywood composite core 0.08 Particleboard Medium density fiberboard 0.09 0.11 u� 0.21 v � r 5'r � a � � 8 I r 9 ca -I Butte County Building Department California Green Building Standards Code Residential VOC Checklist VOC COMPLIANCE CERTIFICATION ADHESIVE (NONE O) 1 MANUFACTURER CALGreen LIM 11-1 ACTUAL VOCs SEALANT (NONE O) 1 MANUFACTURER CALGreen ACTUAL VOCs ARCHITECTURAL COATINGS (NONE O) MANUFACTURER CALGreen ACTUAL VOCs FORMALDEHYDE COMPLIANCE CERTIFICATION PRODUCT (NONE O) MANUFACTURER CURRENT LIMIT ACTUAL Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.08 Particleboard Medium density fiberboard 0.09 0.11 Thin medium density fter onrd 0.21 All Carpet installed in the building interior meets the testing and product requirements of the following (check one) n Carpet and Rug Institute's Green Label . O California Department of Public Health Standard Practice for the testing of VOCs n NSF/ANS1140 at the Gold Level O Scientific Certifications Systems Indoor AdvantageTm Gold O No carpet installed on this project certify that the information provided on this form is accurate and that the materials used on this project comply with Section 4.504 (Residential) or 5.504 (Non -Residential) of the 2010 California Green Building Standards Code. Print name Signature Date ' See other side of page for VOC limits I 1 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Uroviile, CA 95965 (530) 538.7601 'telephone (530) 638-2140 Facsimile )mw,vbuftecountv,MeVdds www.butteneneratplan.net ADMINISTRATION * BUILDING'S PLANNING r� MINIMUM EROSI-ON'AND SEDIM-ENT CONTROLS FOR PROJECTS DISTU"RBING LESS THAN ONE ACRE The BR9p's (gest Management practices) listed below must be in place during the rainy season (October '!5 through April 76) and may be required at other dimes based on weather and site . conditions throughout the year. The BMP's listed are minimum requirements and additional BMP's could be required based on site conditions. • Stabilized entry: Provide minimum 3" to.6" fractured rock 50' tong x 15' wide by 6" deep over construction. grade fabric. . All soils tracked onto paved roadways gust be* cleaned up on a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto*the street, Waffles installed propedy. behind c orsidewalks. Rook bags (mlnftutn.2 per side) at all drain inlet locations within 150" of the P ro1'ect site. e - Intetnal fid placed inside each drain Inlet. e Trash bars ecross the back of all drain inlets. d Stabilize all disturbed soils In the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may be used fol- this applicaflon) Stabilize all slopes where erosion could occur and cause sift run off. (Straw, visqueen or erosion blankets- may be used for this applicatfon) All paint, fuel, constnxAlon products etc. shall be stoned in a covered location away from sidewalks and storm drairr inlets. e Portable chemical tollets if provided on the site must be kept off of streets and sldewalks and at least 54' from the nearest storm drain inlet. e All trash must be collected and stored properfy. Do not let items such as drywall mud boxes, paint . buckets, cleaning material contalners etc. come in contact with any rainfall or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this application. rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation of the above Iters Is complete a nriaintenance program needs to be developed to Insure the continued effectiveness of your BMP`s. K:IBLIILDING120I 11A,pproved formslRes Green Bldg. formslErosion &Sediment Control Measures.dvc J% I t n 1 0 R, GENERAL NOTES I. THE GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND 51TE CONDITIONS BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY D I SGREPANG I ES. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 517E CONDITIONS DURING THE GO'JRSE OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING H0UR5; AND THAT THE CONTRACTOR SHALL DEFENLD,INDEMNIFY AND HOLD DANIEL J. DOBBIE HARMLE55 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, EXCEPT FOR LIABILITY ARISING FROM THE 50LE NEGLIGENCE OF DANIEL J. DO55IE. B. THE CONTRACTOR AGREES THAT HE/SHE SHALL NOT DEVIATE FROM THESE DRAWINGS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE ENGINEER. 4. ALL OMISSIONS AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE WORKING DRAWIN65 AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 5. IF CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWIN65 OR GALLED OUT IN THE NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN OR GALLED OUT ON THE DRAWIN65 OR SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER. 6. ALL CONSTRUCTION, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2012 EDITION AS ADOPTED AND MODIFIED BY THE STATE OF CALIFORNIA IN REFERENCE TO THE 2013 CALIFORNIA BUILDING CODE (GBG). 7. IN AREAS OF EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL EX1571N6 UNDERGROUND UTILITIES BEFORE STARING EXCAVATION. 8. THE CONTRACTOR SHALL NOT SCALE THE WORKING DRAWINGS. F-i"v A ,1--Z , , I { _x SPECIAL INSPECTION I. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING TYPES OF WORK IN CONFORMANCE WITH SECTION 1-704 OF THE 2013 EDITION OF THE "CALIFORNIA BUILDING CODE" (GBG): INSTALLATION OF HIGH STRENGTH BOLTS BOLTS IN CONCRETE FOR SPECIAL IN P TI N: N R M NT A MET EG 5 EG O 2. THE FOLLOWII 6 EQJIRE E SHALL BE O 5 A. THE SPECIAL INSPECTOR SHALL BE UNDER THE 5UPERV1510N OF A RE6ISTERED PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DF -516N DRAWIN65 AND SPEC IFICATION5. G. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER, THE ARCHITECT, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DES16N AUTHORITY AND THE BUILDING OFFICIAL. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY THE RE615TERED PROFESSIONAL STATING WHETHER THE WORK REQUIR►N6 SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE C.B.C. 3. SPECIAL INSPECTION APPLICATIONS MUST BE REVIEWED AND APPROVED BY THE BUILDING DIV1510N PRIOR TO THE ISSUANCE OF A PERMIT. ALL INSPECTION REPORTS SHALL NOTE ANY DISCREPANCIES AND BE FILED WITH THE BUILDING DIVISIION WEEKLY DURING CONSTRUCTION, WHETHER CORRECTED OR NOT. INSPECTOR SHALL MAINTAIN INSPECTION L065 AT THE JOB 51TE FOR REVIEW BY THE BUILDING OFFICIAL OR H15 REPRESENTATIVE. 4. INSPECTION PR06RAM: a.) SPECIAL INSPECTION OF THE H16H STRENGTH BOLTS SHALL OCCUR DURING BOLT INSTALLATION AT THE ERECTION OF THE STEEL FRAMING. b.) SPECIAL INSPECTION OF THE BOLTS IN CONCRETE SHALL OCCUR PRIOR TO POURING CONCRETE AFTER BOLTS ARE TIED IN PLACE. c.) SPECIAL INSPECTION OF CONCRETE AT TILT -UP PANELS SHALL BE PER 2013 GBG TABLE 1'105.3 FOUNDATION I. 501L DE516N INFORMATION: 501L DESIGN PRESSURE: PAD FOCTIN65 1500 P5F 2. BOTTOM OF FOOTINGS SHALL BE AT LEAST 12 INCHES BELOW LOWEST ADJACENT FINISH GRADE. 3. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT $ TRUE TO LINE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED BEFOREONCRETE 15 PLACED. 4. THE TE5TIN6 LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TOTHE ENGINEER PRIOR TO REQUESTING FOUNDATION INSPECTION. ALL LOOSE 501L AND FILL DIRT, INGLUDIN6 BACKFILL BEHIND RETAININ6WALLS, SHALL BECOMPACTED TO AT LEAST c1090 OF MAXIM M DENSITY REINFORCING STEEL I. BAR REINFORCING SHALL CONFORM TO ASTM A615, INGLUDIN6 SUPPLEMENT 51: ALL REINFORCING SHALL BE GRADE 60. 2. DETAILS FOR REINFORCING SHALL CONFORM WITH CHAPTER 7 GF THE AMERICAN CONCRETE INSTITUTE PUBLICATION 318-10,. UNLESS OTHERWISE NOTED. 3. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SHALL CONFORM TO CHAPTER 12 OF THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE 315. 4. VERTICAL BARS IN CONCRETE CONSTRUCTION SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLESS OTHERWI5E NOTED. 5. BAR SUPPORTS SHALL BE PROVIDED AS SPECIFIED IN THE "MANUAL OF STANDARD PRACTICE" ISSUED BY THE CONCRETE REINFORCING STEEL INSTITUTE. 6. ALL REIFORGING SHALL SECURELY TIED IN PLACE PRIOR TO PLACING CONCRETE OR GROUT. 7. WELDING OF 0RO55!N6 BARS AND TACK WELDING OF REINFORCING SHALL NOT BE PERMITTED_ I I I I I I I 'I II I I I i � I I I I I I I I I I I I I i I I i it I I I I I I I I I II I I I I t' i I II I I I II I i I i I'i I I I. i I. I I I li I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I II I I�!' i•. 'I li I I I I I li I I I I I I I I I I ! I I I ! I '1 I, I� I I I! I i I I ! I II i I� I I II I! I I I I I� I I I I I I I I i I I I I I I I I i' I I it li I I ! ! 1 I' ( I 1 I I I I' I I, II I I I II I I I I I I� i I I II I' I I I r I I I i L i I I I I I I I I I' I I I I I it I I I I I I I I i I i I I I I I I� I � I I I I I I i I i I I I I I. I I I I I i �i II I I I i I I I i I I I I i I I I II I I i I I I I i I I I I I I I II I I I I I I' I I iI !• I' I I I I .I i I' I. I I I I u i I I I I I I I I I I it I I I I ii I ii , I I II NOR H ELEVATION I I, I III I II I� I I I Ld �- W III I I! III II ,I III Ii ! III I', II - !' I III I II II I III QUI' ;I'Ij I i Il,lillll:li!' ,'ll' W = II II ! II li 'I II II II Ii I! I I. i'. I I I II I Ii 'I iii I I. I� I I II II I I I' WEST ELEVATION 3/32" = 1'-0" 3/32" = L' -O" 4, EAST ELEVATION y METAL SIDING MPTAI f2nnFlNe- 501J`H ELEVATION 3/32 = 1'-0" REINFORCED CONCRETE I. A. THE MINIMUM 28 DAY CONCRETE 00MPRE551VE STRENGTH SMALL BE: FOUNDATIONSd CURBS 3000 P51 NO SPECIAL INSPECTION OF CONCRETE 15 REQUIRED AS NOTED BELOW PER 2013 GBG SECTION 1-705.3 EXCEPTION I. 150LATE-D FOOTIN65 < 3 STORIES THEREFORE NO SPECIAL INSPECTION OF. CONCRETE SHALL BE REQUIRED. B. THE MAXI LUMP SHALL BE 4 INCHES. G. MIX DE516NS SHALL BE SUBMITTED FOR ALL CONCRETE WITH REQUIRED STRENGTHS GREATER THAN 3000 PSI. MIX DESIGNS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER RE615TERED IN THE STATE OF CALIFORNIA AND SUBMITTED TO THE PROJECT DE516N PROFE551ONAL FOR REVIEW. 2. PORTLAND GEMENT SHALL CONFORM TO ASTM 6150, TYPE I OR 11. 3. AGGREGATES FOR NORMAL WE16HT CONCRETE SHALL CONFORM TO ASTM 633. 4. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM GEMENT CONTENT, 5. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH A5TM GQ4. 6. MINIMUM CONCRETE COVER (IN INCHES) FOR REINFORGIN6 STEEL FOR NON - PRESTRESSED CONCRETE; A. GA57 AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER . #6 AND LAR6ER 2" #5 AND SMALLER 1 1/2" �. SLEEVES, PIPES, AND CONDUITS SHALL NOT BE PLACED THROUGH CONTIN'UO'US OR SPREAD FOOTINGS, GRADE BEAMS, OR TIE BEAMS. 8. CONSTRUCTION JOINTS SHALL BE ADEQUATELY KEYED. THEIR LOCATIONS AND DETAILS, WHEN NOT SHOWN ON THE DRAWINGS, SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. q. CONCRETE PLACEMENTS SHALL BE CONTINUOUS BETWEEN CONSTRUCTION JOINTS. 10. UNLESS OTHERWISE 5HC^N ON THE DRAWIN65, 5LABS ON GRADE SHALL BE CAST IN SQUARE OR RECTANGULAR PATTERNS NOT EXCEEDING 400 50UARE FEET, WITH A MAXIIMJM PIMEN51ON OF 20 FEET BETWEEN CONSTRUCTION, WEAKENED PLANE, OR CONSTRUCTION JOINTS. NOTE: - Property owner is responsible for determining locations of property lines and easements and maintaining required setbacks from property lines and easements. A survey may be required if determined Y I t necessary by the building official f 00 I PROPOSED NEW TRACTOR STORAGE I BUI �, LD(HATCHED)i G i �i i 6 O, ti r Flood Zone;( TANK o F.I.R.M.: 06002 C 0sW_ O N (f1 I (E) BILDIN65 I I .J NO CONSTRUCTION IN i-) RE5!DENCE (E) SEPTIC EASEMENTS - 1 -ME TAL 511;)IN6 ALL PORTIONS OF STRUCTURE TO BE OUT AT 5KIR71IN6 OF EASEMENT -INCLUDING FOOTINGS, FOUNDATIONS, WALLS, EAVES AND ROOF 1 I (E) LEACH OPERMIT WILL BE RQUIRED FROM iv BUTTE COUNTY BUILDING DEPT. FOR FUTURE ELECTRICAL - - INSTALLLATIONS 517c PLAN APN 0--15-240-OQI SHOP BUILDING: BUILDING GODS ANALYSIS: See attached- Minimum erosion control and sediment controls for projects disturbing less CALIFORNIA BUILDING CGDE 20-73 EDITION than one acre OCCUPANCY GROUPS: AGRICULTURAL BUILDING U APPENDIX C O 0 TYPE OF CONSTRUCTION II -B r ry0 ALLOWABLE AREAS: m CBC SECTION 1704 SECTION 6102.2 ONE-STORY UNLIMITED AREA SPECIAL INSPECTION REQUIRED THE AREA OF ANY ONE-STORY GROUP U AGRICULTURAL BUILDING SHALL NOT BE LIMITED IF THE BUILDING 15 i ee attached Specral Inspection SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS BUTTE Note NOT LESS THAN 60 FEET IN WIDTH. COUNTY -- - - - ALLOWABLE BUILDING AREA MI7ED Future occupancy changes will be L11 EP APPROVED PLANS AND PERMIT 0 120' required to meet the regulations ACTUAL BUILDING AREA 6,OCO SF OK_ SHALL BE ON SITE FOR ALL required at the time of permit FIRE PROTECTION ANALYSIS BURDICK ROAD p�VELOPIKET SE INSPECTIONS application for a new occupancy change or tenant improvement BUILDING PERMIT# Z ASSESSOR'S PARCEL# - l PERM, i w BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY a1v � � �f riv v -e^1r %qy e� RVICES TABLE 601-ZI NC TYPE II -E3 REQUIRES O FIRE -RESISTANCE RATING AT ALL BUILDING ELEMENTS. TABLE 602 A MINIMUM FIRE SEPARATION DISTANCE OF 30'-O" SHALL BE OQROFESgj�� MAINTAINED AROJND THE PERIMETER OF THE BUILDING. J. p0 '9l OCCUPANT LOAD: (5EG 1004.1) m OGGUPANT/AREA LOAD FACTOR FOR AGRICULTURAL 15 300 0. 42028 EV. 03/31/16 6,000 / 300 = OGCUPAN7 LOAD = 20 OGGIJ-ANT51 HEIGHT LIMITS: - - --. - - 9�FpF AIt1F0��� SECTION 6102 BUILDING HEIGHT v - TABLE C102.1 ALLOWABLE 5UILD!N6 HE16H7 55 FEET >70R TYPE II -B GONSTRUGTiON _¢- AUG 1.9 WS MAXIMUM B'UILDIN6 HEIGHT AS PROPOSED: --, I i FILE COPY REVISIONS I BY 01 W CO) m Q mQQ p�3a C>wc:4UJ 0 XW•� U-1 �LnC C 8! 00- LL°- s�,r R, :'fes U e� U^a U O� z0 .i m U 0 an' a:US (D M 8/18/2015 SCALE Iqc L/11 DRAWN VV did .a6 15033 SHEET 0 1501-01, I I � FOOT I NG5 I2 O 12 O '2 O 12 l O d P �DESTALS d PEDESTALS I I I I m IV iI I i, I I I I I I = ----} - - --- - -=71- -- - - - - - -- ----- - -- - - -- - - - - - ------ - - ------- -I------ } IJ J I I � I I --t— I I I �—I L J LREFERENCE_J LINE i L__J L__J L__J Al LINES 2-5 i CURB , I CURB `p AUS P(X3�1 NLa� [�Y.1�GlkFS � IkO�i,(� � j 71�� C -UF aN AND k7h V-6 PYK P�Tl I — r _ B III ( I -WE DP ' WECT I O N, I I 2 IB \Z I I III �O J 2 L — _ J NO FLOOR SLAB I Future occupancy changes will be m L _ _ J required to meet the regulations w required at the time of permit w 0 application for a new occupancy I p � I ( change or tenant improvement a I i-- 10 Oz �� ' T7 Oz o� r7.1 = r --I r_! r --1 REFERENCEINo� I I I I I I I LINES 2-5 S Q II I I ►�, I I I I I I = II = 12 L_—J L_I_J L_ J L_1_J lO 12 lO I 12 I 12 lO 12 IMAGINARY r e BUILDIING LINE G PERMIT WILL BE RQUIRED FROM 1 BUTTE COUNTY BUILDING DEPT. INDICATES INDICATES ' PEDESTAL TYPE � FOOTING TYPE � FOR FUTURE ELECTRICAL — — INSTALLLATIONS COMELY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 250 FOUNDATION PLAN -`1 REQUIREMENTS FOR GROUNDING and BONDINGFOR EXACT LOCATION OF ANCHOR BOLTS SEE VARGO PRUDEN ANCHOR ROD PLAN, A x WIDTH B FOOTING SCHEDULE: 3512" ® IB ® IA MIN. EDGE DISTANCE f t 4 - 3/4"b F1554 (GRD 36) THREADED RODS ' ivv-314' WA5HERS AT BOTTOM NOTE: TOP OF PEDESTAL SHALL BE LEVEL WITH ALL OTHER -REFERENCE L NEPEDESTALS d CURBS PER PLAN D PE DESTAL NOTE:: PEDESTALS SHALL X BE POURED MONOLITHICALLY / Q WITIH FOOTINGS, NO GOLD / JOINTS SHALL BE PERMITTED. SEE PEDESTAL PLANS 1-#3 TIE I" BELOW TOP OF FOOTING TYP #5 ® I5"0,.c.TRAN5 U.O.N. TOP d BOTTOM Q EXCEPT AT ID m BOTTOM LONGITUDINAL REINFORCING PER SCHEDULE 1pre-S -KV ul TYPE �@ PEDESTAL PLAN TYPE A B G D REIN'". IA 10'-0" 5'-0" 2'-O" 4'-6" 4 -#5 i IB „ 5 -#5 EA. WAY 4 - #5 VERT. N ( 3/4" CHAMFER 6'-4" 6'-4" 2'-O' 3'-2 TOP d BOTTOM REINF. DOWELS NP O 4'_O" 4'-O" 2'-O" W 4 -#5 EA. AY 4- %" F1554 A.D. I G I '-b" TOP d BOTTOM / LOCATION PER i CONCRETE VP ANCHOR PLAN c PEDESTAL _ O I o -, #3 TIES ®6 o.c. ' AROUND PEDESTAL to VERT. REINF. - SEE 3-#3 TIES WITHIN TOP 6" -- SIJILDING LINE AT DETAIL I TYPEfO PEDESTAL PLAN ! I -0 0 2- !/a" F1554 A.B. LOCATION PER VP PLAN , FOR ITEMS NOT NOTED SEE TYPE I PEDESTAL PLAN - 4— - TYPE ID PEDESTAL PLAN 11 0 -—CE3 0 FOR ITEMS NOT NOTED SEE TYPE PEDESTAL PLAN o _ 2- 5/a" F1554 A.B: o LOCATION PER VP PLAN TOP OF PEDESTALS SHALL G / I MATCH TOP OF CURES TYPE III PEDESTAL PLAN i _ 8/2" GONG. MS NOT CURB SEE TYPE I AL PLAN of 2- 3/a" F1554 A.B. LOCATION PER = VP PLAN LLJ BUILDING LINE TYPE II PEDESTAL PLAN PERMIT # +'✓� - BUTTE COUNT Q�pFESS/pN J. DD�q�� co w No.42028 m * Exp. 03/31/16 'SERVICES `P�q/ CNIL ���P REVIEWED FOR 4z OF CO COMPLIANCE AUG z 2015 DATE � 1 - - - - -- C�Z- REVISIONS I BY O� W a } N �a m � mZ83Q .2 F,U-j p X W .J 0 m i.+ 0 .'.i z ._ . a 0, = O *o 0 0 1- .r` d Uf Q - °^ x U z�pco c� a U b 8/18/2015 SCALE UON DRAWN djd JOB 15033 SHEET OF SHEETS 3-#3 TIES WITHIN TOP 6" OF PEDESTAL TIES I" APART _DING - --- _I 70°7 OF CUR -55 SHALL AROUND COLUMN = MATCW TOP OF PEDESTALS VERT. REINF. N" PER 2-4 CONT. BUILDING LINE i AT TOP 3/4" CHAMFER TYP CURB BEYOND PER 2/2 WHERE OCCURS a�/:2" CON'. STEM #5 a 18 o.c. EACH WAY Q WALL W/ #4 TYP AT TOP REINF. U.O.N. ! 15"o.c. VERT. tv v � — z 1- #4 CONT. — - (V V �= A x WIDTH B FOOTING SCHEDULE: 3512" ® IB ® IA MIN. EDGE DISTANCE f t 4 - 3/4"b F1554 (GRD 36) THREADED RODS ' ivv-314' WA5HERS AT BOTTOM NOTE: TOP OF PEDESTAL SHALL BE LEVEL WITH ALL OTHER -REFERENCE L NEPEDESTALS d CURBS PER PLAN D PE DESTAL NOTE:: PEDESTALS SHALL X BE POURED MONOLITHICALLY / Q WITIH FOOTINGS, NO GOLD / JOINTS SHALL BE PERMITTED. SEE PEDESTAL PLANS 1-#3 TIE I" BELOW TOP OF FOOTING TYP #5 ® I5"0,.c.TRAN5 U.O.N. TOP d BOTTOM Q EXCEPT AT ID m BOTTOM LONGITUDINAL REINFORCING PER SCHEDULE 1pre-S -KV ul TYPE �@ PEDESTAL PLAN TYPE A B G D REIN'". IA 10'-0" 5'-0" 2'-O" 4'-6" 4 -#5 i IB „ 5 -#5 EA. WAY 4 - #5 VERT. N ( 3/4" CHAMFER 6'-4" 6'-4" 2'-O' 3'-2 TOP d BOTTOM REINF. DOWELS NP O 4'_O" 4'-O" 2'-O" W 4 -#5 EA. AY 4- %" F1554 A.D. I G I '-b" TOP d BOTTOM / LOCATION PER i CONCRETE VP ANCHOR PLAN c PEDESTAL _ O I o -, #3 TIES ®6 o.c. ' AROUND PEDESTAL to VERT. REINF. - SEE 3-#3 TIES WITHIN TOP 6" -- SIJILDING LINE AT DETAIL I TYPEfO PEDESTAL PLAN ! I -0 0 2- !/a" F1554 A.B. LOCATION PER VP PLAN , FOR ITEMS NOT NOTED SEE TYPE I PEDESTAL PLAN - 4— - TYPE ID PEDESTAL PLAN 11 0 -—CE3 0 FOR ITEMS NOT NOTED SEE TYPE PEDESTAL PLAN o _ 2- 5/a" F1554 A.B: o LOCATION PER VP PLAN TOP OF PEDESTALS SHALL G / I MATCH TOP OF CURES TYPE III PEDESTAL PLAN i _ 8/2" GONG. MS NOT CURB SEE TYPE I AL PLAN of 2- 3/a" F1554 A.B. LOCATION PER = VP PLAN LLJ BUILDING LINE TYPE II PEDESTAL PLAN PERMIT # +'✓� - BUTTE COUNT Q�pFESS/pN J. DD�q�� co w No.42028 m * Exp. 03/31/16 'SERVICES `P�q/ CNIL ���P REVIEWED FOR 4z OF CO COMPLIANCE AUG z 2015 DATE � 1 - - - - -- C�Z- REVISIONS I BY O� W a } N �a m � mZ83Q .2 F,U-j p X W .J 0 m i.+ 0 .'.i z ._ . a 0, = O *o 0 0 1- .r` d Uf Q - °^ x U z�pco c� a U b 8/18/2015 SCALE UON DRAWN djd JOB 15033 SHEET OF SHEETS ---- ... - - --_ _- --- -- -- ---- __ __ -- - --- --� r I, i__. _._ -_ _ _... _ _ _ - _--- � _. _. ._--•- _- _ - __ _ _ �_.. __- _ ___ --__ _.---T-__ .._....r.. _ _. _ __- - -_ ..a.J.�......Y.wr.IJa.�.-.u.qui....,....u.a.��..._..�......_.�._.,...,�_._...v......._._........�.�..Y..._�_____.�......_. � '� ... .. .. � �.. �. .. ... ... .._ .. 1 _... � ... � � _.... .. ....._�._..._._._ _ _ ..w.LLr...�s. .iL.a.�u.n.JLL�..ed..