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Home My WebLink AboutB16-2097 040-200-059A NEW AG STORAGE BUILDING FOR OV7*:!NELL,4 FARMS 2379 DURHAM—DAYTON HWY. DURHAM, CA 95968 & AND DR DOOR LT LIGHT SD SOAP DISPENSER RIGID INSULATION AT D.S. DOWN SPOUT MAS MASONRY SECT SECTION AB ANCHOR BOLT DWG DRAWING MAX MAXIMUM SH SHELF, SHELVING A.C. ASPHALT CONCRETE (E) EXISTING MECH MECHANICAL SHT SHEET A/C AIR CONDITIONER EA EACH MFR MANUFACTURER SHTG SHEATHING A.D. AREA DRAIN E.J. EXPANSION JOINT MIN MINIMUM SIM SIMILAR ACOUST ACOUSTICAL ELECT ELECTRIC(AL) MISC MISCELLANEOUS S.O.G. SLAB ON GRADE ADJ ADJACENT ELEV ELEVATION MTD MOUNTED SND SANITARY NAPKIN A.F.F. ABOVE FINISHED FLOOR EMBED EMBEDMENT MTL METAL DISPENSER AGG AGGREGATE EQ EQUAL MTP METAL TOILET PARTITION SNR SANITARY NAPKIN ALUM ALUMINUM EQUIP EQUIPMENT NIC NOT IN CONTRACT RECEPTACLE APPROX APPROXIMATE EXH EXHAUST SPECS SPECIFICATIONS ARCH ARCHITECURAL EXP EXPANSION NTS NOT TO SCALE SQ SQUARE ASSY. ASSEMBLY EXT EXTERIOR 0 DIAMETER SS STAINLESS STEEL ASPH ASPHALT O/ OVER STD STANDARD FBGL FIBERGLASS OC ON CENTER STL STEEL BD BOARD FE/FEC FIRE EXTINGUISHER/ OD OUTSIDE DIAMETER STOR STORAGE BLDG BUILDING CABINET OPG OPENING STRL STRUCTURAL BLK(G) BLOCKING FD FLOOR DRAIN OPP OPPOSITE SUSP SUSPENDED BM BEAM FHWS FLAT HEAD WOOD SCREW SYM SYMMETRICAL BOT BOTTOM FIN FINISH PB PIPE BOLLARD SYS SYSTEM FLR FLOORING) PERIM PERIMETER CAB'T CABINET FOC FACE OF CONCRETE PERPEND PERPENDICULAR T TREAD C.B. CATCH BASIN PFB PREFABRICATED TB TACKBOARD C.B.C. UNIFORM BUILDING CODE FOS FACE OF STUD PL PROPERTY LINE T&G TONGUE Cl GROOVE W/ CALIFORNIA FRAMG FRAMING PLAM PLASTIC LAMINATE TEL TELEPHONE AMENDMENTS FTG FOOTING PLAS PLASTER 'TEMP TEMPERED CEM CEMENT FURN FURNISHED PLYWD PLYWOOD 'THK THICK(NESS) CER CERAMIC GA GAUGE PR PAIR 'TOB TOP OF BLOCK C.I. CAST IRON GALV GALVANIZED PT POINT TOM TOP OF MASONRY CJ CONTROL JOINT GB GRAB BAR PTD PAPER TOWEL DISPENSER TOP TOP OF PLATE CL CENTER LINE G.I. GALVANIZED IRON PTD/R PTD AND RECEPTACLE TOS TOP OF SLAB CLG CEILING GLB GLUE LAMINATED BEAM PVC POLYVINYL CHLORIDE TOW TOP OF WALL CLR CLEAR GLU-LAM GLUE LAMINATED R RISER OR RADIUS TPD TOILET PAPER DISPENSER CMU CONCRETE MASONRY UNIT GYP BD GYPSUM BOARD TS TUBULAR STEEL L COL COLUMN RB RUBBER BASE TYP TYPICAL CONCRETE H.B. HOSE BIB RD ROOF DRAIN CONN CONNECTION HDR HEADER REF REFRIGERATOR UON UNLESS OTHERWISE NOTED CONST CONSTRUCTION HM HOLLOW METAL REINF REINFORCE(D) UR URINAL CONT CONTINUOUS HORIZ HORIZONTAL READ REQUIRED VERT VERTICAL CW COLD WATER HT HEIGHT REV REVERSED V.C.T. VINYL COMPOSITION TILE ID INSIDE DIAMETER RHWS ROUND HEAD WOOD SCREW VWC VINYL WALL COVERING DBL DOUBLE INSUL INSULATION RM ROOM DET DETAIL RO ROUGH OPENING W/ WITH DF DRINKING FOUNTAIN/ INT INTERIOR RWD REDWOOD WAIN WAINSCOT DOUG FIR JAN JANITOR WC WATER CLOSET DIA DIAMETER JT JOINT SC SOLID CORE WD WOOD DIM DIMENSION LAM LAMINATE SCD SEAT COVER DISPENSER WH WATER HEATER DN DOWN LAV LAVATORY SCHED SCHEDULE WP WATERPROOF-(ING) KK - ABBREVIATIONS SCALE: NONE PLAN SYMBOLS n DIRECTION REFERENCE MODULE LOCATION w e SHEET LOCATION s MODULE LOCATION SHEET LOCATION MODULE LOCATION CUT DESIGNATION SHEET LOCATION COLUMN GRID MATCH LINE AREA OF BUILDING SHOWN ON SHEET OFFICE ROOM NAME ROOM NUMBER DOOR TAG �— WINDOW TAG CABINET TYPE TOC TOS SPOT ELEVATION TOP TOP BENCHMARK OR ELEVATION TYPICAL ELEVATION ..-631— TOPOGRAPHIC CONTOUR ELEVATION PROPERTY LINE MATERIAL SYMBOLS CONCRETE a - GYP. BOARD F771 MASONRY COVER SHEET BATT INSULATION F771 RIGID INSULATION GREEN CODE CHECKLIST ORIENTED STAND BOARD ELEVATION GREEN CODE CHECKLIST 2 - ARCHITECTURAL j STEEL OR METAL A2.1 BLOCKING A3.1 CONTINUOUS PLATE jCEXPOSED WOOD ....... ... .....: SOIL S -MB GRAVEL ASPHALT PAVING SPECIALTY AS NOTED A.P.A. RATED SHEATHING LANDSCAPING - AS NOTED JJ - PLAN SYMBOLS AND GRAPHIC LEGEND SCALE: NONE ENGINEER -r� SUMMIT STRUCTURAL DESIGN CONTACT: ANDREW JOHNSON 383 RIO LINDO AVE STE 200 CHICO, CA 95926 PHONE: 530-592-4407 SUMMITCHICO.COM DRAWING RELATED ITEMS A. GENERAL DISCLAIMER ALL DESIGNS, ELEVATIONS, PLANS AND OTHER ART DISPLAYED ON THIS DRAWING SET ARE DISCLOSED FOR THE EXCLUSIVE USE FOR WHICH THEY WERE DELIVERED TO THE OWNER. THEY MAY NOT BE REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF RUSSELL, GALLAWAY AND ASSOCIATES (R.G.A.) OR THE OWNER. ADDITIONALLY THE OWNER HOLDS RIGHTS TO THE DRAWINGS, BUT SHALL INDEMNIFY R.G.A. FROM USES NOT CONTAINED WITHIN THE DRAWINGS. B. CODE REQUIREMENTS ALL COMPONENTS OF THIS PROJECT ARE INTENDED TO COMPLY WITH THE CODES AS LISTED IN THE PROJECT INFORMATION SECTION OF THIS SHEET. ANY DEVIANCE FROM THE WRITTEN REQUIREMENTS OR UNCERTAINTY WHICH MAY REQUIRE INTERPRETATION SHALL BE CONFIRMED IN WRITING BY THE JURISDICTION'S BUILDING OFFICIAL. C. VERBAL DEFINITIONS "ACCESSIBLE" REFERS SPECIFICALLY TO COMPLIANCE WITH THE PROVISIONS FOR DISABLED PERSONS AS PRESCRIBED IN THE AMERICAN'S WITH DISABILITIES ACT (A.D.A.) AND CHAPTER 11 OF THE C.B.C. "ALIGN" MEANS THAT SIMILAR CONSTRUCTION ITEMS, (FOR EXAMPLE: WALLS, WINDOWS, JAMB, ETC.) LINE UP ACROSS VOIDS OR DISCONTINUITIES. "TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. D. DETAILS ARE INTENDED TO THE END RESULT OF WORK. MINOR MODIFICATIONS NECESSARY TO ACCOMMODATE SPECIFIC JOB CONDITIONS SHALL BE INCLUDED AS PART OF THE WORK SUBJECT TO APPROVAL OF R.G.A. E. NOTED DIMENSIONS TAKE PRECEDENCE OVER THE APPARENT SCALE OF A DRAWING COMPONENT. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND, A REQUEST SHALL BE MADE TO R.G.A. FOR VERBAL OR WRITTEN CLARIFICATION. F. ALL DIMENSIONS ARE TO EDGE OF SLAB, FACE OF STUD, OR CENTER LINE OF COLUMN, UNLESS OTHERWISE NOTED ON DRAWINGS. VERTICAL DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLATES, OR TOP OF SHEATHING UNLESS OTHERWISE NOTED IN DRAWINGS. G. DEPENDING UPON THE SCALE OF THE PROJECT, MECHANICAL, ELECTRICAL AND PLUMBING (M.E.P.) DRAWINGS MAY OR MAY NOT BE INCLUDED IN THE DRAWING SET. THE DRAWING INDEX VERIFIES WHICH SHEETS SHOULD BE INCLUDED. IF NO M.E.P. DRAWINGS ARE INCLUDED ON A SMALLER DRAWING SET, IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS TO INSURE THAT ALL WORK IS PERFORMED IN COMPLIANCE WITH THE APPLICABLE CODES (SEE ITEM 'B' ABOVE). IF M.E.P. DRAWINGS ARE INCLUDED SUCH DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE BOUGHT TO THE ATTENTION OF R.G.A. FOR CLARIFICATION. H. ASSEMBLIES WITHIN RATED CONSTRUCTION REQUIRE A UL ASSEMBLY NUMBER RECOGNIZED BY THE C.B.C., C.F.C. OR FIRE MARSHALL. WHEN SUCH NUMBERS ARE PRESENTED ON THE DRAWINGS, IT IS CRITICALTHAT,THE ASSOCIATED ASSEMBLY MEETS THE REQUIREMENTS THEREOF AND THAT PRODUCT LITERATURE RELATED TO THE COMPONENTS OF THAT ASSEMBLY BE RETAINED ON SITE FOR INSPECTION. I. EXPOSED INSULATION SYSTEMS, INCLUDING THOSE APPLIED TO THE EXTERIOR SURFACES OF DUCTS, SHALL MEET THE FLAME SPREAD REQUIREMENTS OF THE C.F.C. AND C.B.C. CHAPTER 7. J. PLEASE REFER TO THE DOOR SCHEDULE FOR THE REQUIREMENTS OF DOORS AND DOOR SIGNAGE. K. PLEASE REFER TO THE ENERGY COMPLIANCE SHEETS (IF NECESSARY IN THIS SUBMITTAL) FOR THE REQUIREMENTS ASSOCIATED WITH CALIFORNIA TITLE 24 ENERGY REQUIREMENTS. L. PLEASE REFER TO THE STRUCTURAL COVER SHEET FOR ADDITIONAL INFORMATION REGARDING THE GENERAL REQUIREMENTS FOR STRUCTURAL RELATED ISSUES. M. FACILITIES WHICH ARE OPEN TO THE GENERAL PUBLIC ARE REQUIRED TO BE ACCESSIBLE. FOR ADDITIONAL INFORMATION REGARDING ACCESSIBILITY SEE INTERIOR AND EXTERIOR ACCESSIBILITY SHEETS. fCONTRACTOR RELATED ITEMS 1. CONTRACTOR TO PROVIDE COPIES OF BROCHURES, SHOP DRAWINGS AND/OR FINISH MATERIAL SAMPLES TO R.G.A. FOR REVIEW PRIOR TO PROCEEDING WITH THE INSTALLATION OR WORK. 2. PRIOR TO COMMENCING ANY WORK OR ORDERING MATERIALS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY CHANGES FROM THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO R.G.A. FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALLALSO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK. 3. EACH TRADE WILL BE HELD RESPONSIBLE FOR KNOWLEDGE OF GENERAL NOTES AND BUILDING CODE COMPLIANCE LISTED OR IMPLIED HEREIN. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF ALL HIS EMPLOYEES AND SUBCONTRACTORS AND SHALL SUPERVISE THE WORK AND COORDINATE ALL PORTIONS THEREOF. 4. THE CONTRACTOR IS EXPECTED TO HAVE STUDIED THE DRAWINGS, TO HAVE VISITED THE SITE, AND TO HAVE REVIEWED ALL CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO OPERATE. SUCH CONDITIONS SHOULD BE REFLECTED AND QUALIFIED IN THE FINAL BID. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING AND NEW WORK. ANY WORK DAMAGED FOR ANY REASON SHALL BE REPLACED AT NO COST TO THE OWNER. 6. SUBSTITUTIONS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF ITEMS ARE SUBMITTED TO R.G.A. IN A TIMELY MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY R.G.A. WITH RESPECT TO DESIGN AND PERFORMANCE. THE CONTRACTOR IS LIABLE FOR REPLACEMENT, REPAIR AND DELAYS WHICH ARE THE RESULT OF ANY SUBSTITUTIONS. ADEQUATE SPECIFICATIONS AND DRAWINGS ARE REQUIRED IN ORDER TO REVIEW ALTERNATIVE ITEMS. R.G.A. RESERVES THE RIGHT TO REJECT A SUBSTITUTION FOR ANY REASON. CHANGES MUST ADDITIONALLY BE APPROVED BY THE GOVERNING AGENCY. 7. ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW AND ALL WORK SHALL BE OF GOOD QUALITY, FREE FROM FAULTS AND IN CONFORMANCE WITH THE PLANS. 8. THE GENERAL CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING SERVICES INCLUDING POWER, WATER, OR OTHER UTILITIES, WITH THE PROPER BUILDING PERSONNEL. SUCH DISRUPTIONS MAY INCLUDE CONCRETE CUTTING OR SIMILAR DEMOLITION WHICH MIGHT CREATE A DISTRACTION TO NORMAL FACILITY OPERATIONS. 9. THE CONTRACTOR & ALL SUBCONTRACTORS SHALL PURCHASE & MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECTTO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS AND REGULATIONS. 10. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE PREMISES CLEAN AND VOI D OF THE ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS AT ALL TIMES. AT THE, COMPLETION OF THE WORK, HE SHALL PERFORM A FINAL CLEAN-UP, CLEAN ALL GLASS, AND PLASTIC LAMINATE SURFACES AND LEAVE THE WORK IN A VACUUM -CLEAN CONDITION. 11. THE CONTRACTOR SHALL GUARANTEE FOR ONE (1) YEAR THAT ALL OF THE WORK: PERFORMED UNDER THE CONTRACT DOES NOT CONTAIN FAULTY MATERIALS, AND IS WATERTIGHT AND LEAK -PROOF IN EVERY PARTICULAR AND FREE FROM IMPROPER WORKMANSHIP. 12. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATE ON ORDERS OF MATERIALS AND EQUIPMENT OF ANY LONG LEAD TIME ITEMS. THE GENERAL CONTRACTOR, ALL SUBCONTRACTORS AND ALL WORKMEN SHALL COORDINATE IN ADVANCE, THEIR INDIVIDUAL WORK WITH ALL OTHER TRADES. RESPONSIBILITY FOR LACK OF COORDINATION AND PROBLEMS CAUSED BY THIS LACK OF COORDINATION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL TRADES INVOLVED. GG - GENERAL NOTES SCALE: NONE FF - APPROVALS/DEFERRALS SCALE: NONE SCOPE OF WORK: THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 12,000 SQ. FT. PRE-ENGINEERED METAL OPEN ROOF STRUCTURE FOR STORAGE OF HAY BALES. THE EXISTING SITE IS DEVELOPED AND ALREADY CONTAINS SEVERAL STRUCTURES. NO ELECTRICAL, MECHANICAL OR PLUMBING IS INCLUDED. GOVERNING CODES: 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA ENERGY CONSERVATION CODE 2013 CALIFORNIA FIRE CODE A.P. NUMBER AND ZONING: ASSESSOR'S PARCEL NUMBER: 040-200-091-0002 AND IS ZONED GI - INDUSTRIAL OCCUPANCY: U - AGRICULTURAL BUILDING C.B.C. CONSTRUCTION TYPE: BUILDING HAS BEEN CLASSIFIED ASA TYPE II -B, NON COMBUSTIBLE, NOT SPRINKLED 10 -FOOT SETBACK REQUIRES ZERO HOUR FIRE RATING PROPOSED AREA AND DESCRIPTION: 12,000 SQ. FT. OF OPEN HAY STORAGE NUMBER OF STORIES: 1 -STORY ALLOWABLE AREAS: BASIC ALLOWABLE = 8,500 SQ. FT.; INCREASE FACTOR = 0.75 ALLOWABLE AREA =14,875 > 12,000 O.K. OCCUPANT LOAD: NO OCCUPANTS EXITING: OPEN BUILDING ==> NOT APPLICABLE ACCESSIBILITY: EXEMPT PER CBC 11B-203.5 (MACHINERY SPACE) THIS UNOCCUPIED HAY STORAGE SPACE HAS A GRAVEL FLOOR AND IS ACCESSED ONLY VIA FORKLIFT TO PLACE OR REMOVE HAY BALES. DD - CODE SUMMARY SCALE: NONE ARCHITECT RUSSELL, GALLAWAY ASSOCIATES CONTACT: MATT GALLAWAY 115 MEYERS STREET, SUITE 110 CHICO, CA 95928 PHONE: 530-342-0302 FAX: 530-342-1882 CC - VICINITY MAP SCALE: NONE SHEET CONTENTS PLAN CHECK# B16-2097 GO.1 COVER SHEET GO.2 GREEN CODE CHECKLIST GO.3 GREEN CODE CHECKLIST GOA GREEN CODE CHECKLIST 2 - ARCHITECTURAL AO.1 SITE PLAN A2.1 FLOOR PLAN A3.1 EXTERIOR ELEVATIONS Sl FOUNDATION PLAN S -MB MTL. BLDG PLANS AND DETAILS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICE REVIEWED FOR CODE COMPLIANCE BY �n� f f . DATE / � a � � REVIEWED FOR CODE COMPLIANCE ClUSING THE WING 2013 CALIFORNIA RE ID NTA L CODEODES: 9 2013 CALIFORNIA BUILDING CODE 91 2013 CALIFORNIA ELECRTICAL CODE V' 2013 CALIFORNIA PLUMBING CODE P 2013 CALIFORNIA MECHANICAL CODE C? 2013 CALIFORNIA ENERGY CODE IQ, 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE Q 2013 CALIFORNIA BUILDING CODE — STRUCTURAL PROVISIONS ONLY O 2013 CALIFORNIA FIRE CODE O OTHER: COMPLETION OF Till IS REVIEW DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL; STATE OR LOCAL REGULATIONS. lt3Y: DATE:- L! INTERWEST CONSULTING GROUP Fill D. 1316-2097 040-200-091E- ^ "'" �ri, � t`� LEI; 12/22/2016 PC2 AG BID HAY STORAGE (12000) Ir-I?'NEST - GiSt�'t iI�d G^(�UP_j AA - DRAWING INDEX SCALE: NONE r ...... ............ .. I ........ . .. . ........... 91 . ........... .... . .. . . . . . ............. . ...... . architecture + engineering www.rgachico.com PROJECT VANE LLA FARMS OWNER BOB VANELLA PROJECT ADDRESS 2379 URHAM-DAYTO HWY. DURHAM, CA 95968 ASSESSORS PARCEL NUMBER 040-200-059 G. RUS F No�.�8 i Exp. 6/30/ s CIV/ eng RGAPROJECT# 16-467 PLAN CHECK# B16-2097 DRAWN CORY CHECKED DR STATUS DATE 2016.12.14 REVISION DATE COVER SHEET G0.1 41 INSPECTOR NUMBER OF REQUIRED SPACES INSPECTOR 0 INSPECTOR 1 INSPECTOR 2 SIGNOFF CHAPTER 3 SIGNOFF 5. 6.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission a SIGNOFF 5.106.5.3.3 EV charging space calculations. [N] Table 5.106.5.3.3 shall be used to determine if si le SIGNOFF D ISION 5.2 ENERGY EFFICIENCY DSA -SS Division of the State Architect, Str tura) Safety AT LEAST 8% OF TOTAL considered eligible for desi ated parking spaces. OSHPD Office of Statewide Health Planning nd Develop t 2. Water collection and disposal systems. 5.304.1 WAT BUDGET. A water budget shall be developed for landscape irrigation use that installe in conjunction spe ied in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of th tate LR Low Rise or multiple charging space requirements apply for the future installation of EVSE. heights (MH) from property line o Limit HR High Rise GREEN BUILDING No Limit Arch ct pursuant to Section 105, comply with Section 5.106.4.2 AA Additions and Alterations The following terms are defined in apter 2 (and are included here for refere e) SE TION 5.201 GENERAL N New SECTION 301 GENERAL B3 106.4.1 Bicycle parking. [BSC] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the B4 Exceptions: On a case-by-case basis where the local enforcing agency has determined EV char g and infrastructure is not feasible based upon one or more of the following conditions: 5.20 Scope [BSC]. California Energy Code [DSA -SS]. For the purposes of mandatory energy efficiency stand s in this code, the California Energy Commission will continue to adopt mandatory building standards. property lin that abut ublic roadwa s and ublic transit corridors, the ro ert line ma be considered be the P Y P P P Y� Y 5. Other water measures which keep surface wat aw from buildings and aid in groundwater recharge. MH from property line a licable local ordinance, whichever is stricter. B2 63 numerically exceed 25 (2.5 per ht) at an angle of 90 degrees above nadir, and 1 (10 percent) at a vertical angle of Luminaire back hemisphere is less California Energy Commissi (CEC) and as follows: 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in No :Prescriptive measures to assist in compliance with the water budget are listed in Sections 492. flush. Tank -type water closets shall be certified the p ormance criteria of the U.S. EPA WaterSense 1. Where there is insufficient electrical supply. 80 degrees above nadir. This plies to all lateral angles around the luminaire. DTVI ION 5.3 WATER EFFICIENCY AND CONSERVATION B2 the application checklists contained in this code. Voluntary green building measures are also included in the 5.106.4.1.1 Short-term bicycle parking. [BSC] If the project or an addition or alteration i nticipated 2. Where there is evidence suitable to the localenforcing agency substantiating that LOW -EMITTING AND FUE FFICIENT VEHICLES. 5.106.5.3.1 Single arging space requirements. [N] When only single charging space is application checklists and may be included in the design and construction of structures covered by this code, to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of th isitors Note: The effective flush volume of dual flus oilets is de ed as the composite, average flush volume of P 9 additional local utility infrastructure design requirements, directly related to the Eligible vehicles are limite o the following: SECTI N 5.301 GENERAL required per Table .106.5.3.3, a raceway is required to be installed t the time of construction but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 5.304. OUTDOOR POTABLE WATER USE. For new water service or for addition or alteration requiring upgr ed ntrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking sp es being two reduced flushes and one full flush. implementation of Section 5.106.5.3, may adversely impact the construction cost f the U1 5.301.1 S pe. The provisions of this chapter shall establish the means of conserving water use indoors, tdoors and shall be it d in accordance with the California Electrical Co Construction plans and 01.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC] The provisions of luminaires ded, with a minimum of one two -bike capacity rack. ception: Additions or alterations which add nine or less visitor vehicular parking sp s. f. Spill prevention and control. project. and in was water conveyance. individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square f t or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies with' the 5.1 .4.1.2 Long-term bicycle parking. For new buildings with over 10 tenant-occ ants or for authority of California Building Standards Commission). Code sections relevant to additions and altera ns addi ns or alterations that add 10 or more tenant vehicular parking spaces, provid secure bicycle shall only apply to the portions of the building being added or altered within the scope of the permitte ork. parki for 5 percent of the tenant vehicle parking spaces being added, with a mini m of one space. cceptable parking facilities shall be convenient from the street and shall et one of the code section will be designated by a banner to indicate where the code section only applies to n ly followin c structed building [N] or to additions and alterations [A]. When the code section applies to bot o banner wil a used. 1. overed, lockable enclosures with permanently anchored racks for bi cles; 2. L ckable bicycle rooms with permanently anchored racks; or 01.3.1 Nonresidential additions and alterations that cause updates to plumbing tures only: 3. L kable, permanently anchored bicycle lockers. N e: On and after January 1, 2014, certain commercial real property, as defined in it Code Section Note: ditional information on recommended bicycle accommodat' s may be obtained from 11 3 shall have its noncom liant lumbin fixtures re laced with a ro riate wat-conservin Sacram to Area Bic cle Advocates T BLE 5.106.5.3.3 T AL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-50 0 51-75 1 76-100 2 101-200 3 201 ANDOVER 3%' SECTIO 5.302 DEFINITIONS 5.302.1 Defi ions. The following terms are defined in Chapter 2 (and are included here for reference) GRAYWATER Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated astewater that has not been taminated by any toilet discharge, has not been affected by infectious, contaminate or unhealthy bodily wastes, a does not present a threat from contamination by unhealthful processing, manufac ring, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, b room washbasins, cloth washing machines and laundry tubs, but does not include waste water from ki en sinks or dishwashers. MODEL WATER EF CIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance gulating landscape design, installation a maintenance practices that will ensure commercial, multifamily and othe developer installed p p g p pp p g y landscapes greater th 2500 square feet meet Cl" irrigation water budget developed based on ndscaped area and plu 'ng fixtures under specific circumstances. See Civil Code Section 1101.1 et q. for definitions, climatological paramet s. types commercial real property affected, effective dates, circumstances neces ating 5.106.4.2 Bicycle par g. [DSA -SS] For public schools and community coil es, comply with Sections 1. Calculati for spaces shall be rounded up to the nearest whole number. replace ent of noncompliant plumbing fixtures, and duties and responsibilities 5.106.4.2.1 and 5.106.4. .2 MODEL WATER EFFIC NT LANDSCAPE ORDINANCE (MWELO). [HCD] The California odel ordinance ensurin ompliance. 5.106.5.3.4 [ Identification. The service panel or subpanel(s) circuit direct shall identify the (California Code of Regul ions, Title 23, Division 2, Chapter 2.7), regulating landscape des' n, installation and 5.106.4.2.1 Stude bicycle parking. Provide permanently anchor bicycle racks convenient) reserved over rrent protective device space(s) for future EV charging as "EV APABLE". The racewa maintenance ractices. L ala encies are re uired to ado t the u dated MWELO, or, ado a local ordinance at least Y P g P Y Y Y Y P 9 q P P SECTION 302 MI ED OCCUPANCY BUILDINGS accessed with a mini um of four two -bike capacity racks per new b ding. termination to tion shall be permanently and visibly marked as "EV CAPA E". as effective as the MWEL 5.106.4.2.2 Staff bic le parking. Provide permanent, secure bi cle parking conveniently accessed 302.1 MIXED OCC ANCY BUILDINGS. In mixed occupancy buildin , each portion of a building with a minimum of two aff bicycle parking spaces per new buildi . Acceptable bicycle parking facilities 5.106.5.3.5 [N] ture charging spaces qualify as designated parking as d cribed in Section 5.106.5.2 POTABLE WATER. Water t is drinkable and meets the U.S. Environmental Protecti Agency (EPA) Drinking shall comply with the ecific green building measures applicable to each spe is occupancy. shall be convenient fro he street or staff parking area and shal eet one of the following: Designated parki Water Standards. See definiti in the California Plumbing Code, Part 5. Notes: 1. Covered, lockab enclosures with permanently anch ed racks for bicycles; POTABLE WATER. [HCD] W er that is satisfactory for drinking, culinary, and dome is puroses, and meets the U.S. SECTION 303 PHASE PROJECTS 2. Lockable bicycle oms with permanently anchored cks; or 1. The Cali fo is Department of Transportation adopts and publi es the California Manual on Environmental Protection Agen (EPA) Drinking Water Standards and the requirem is of the Health Authority 3. Lockable, perman tly anchored bicycle lockers. Uniform Tr is Control Devices (California MUTCD) to provid uniform standards and Having Jurisdiction. 303.1 Phased projects. r shell buildings and others constructed f future tenant improvements, only specificatio for all official traffic control devices in Californi Zero Emission Vehicle Signs those code measures releva to the building components and syste considered to be new construction (or 5.106.5.2 DESIGNATED PARKING. n new projects or addition r alterations that add 10 or more vehicular and Pavem t Markings can be found in the New Policies irectives number 13-01. RECYCLED WATER. Water whic as a result of treatment of waste, is suitable f a direct beneficial use or a newt constructed shall apply. arkin spaces, provide designated kin for an combination f low -emitting, fuel-efficient and car ool/van www.dot.ca. v/hq/traffops/policy/13-01.pdf. controlled use that would not othe se occur Y ) P g P P g P g Y g' P 2. See Vehicle de Section 22511 for EV charging spaces nage in off-street parking [Water Code Section 13050 (n)]. Si ly put, recycled water is water pool vehicles as follows: 9 9 P 9 P 9 treated to remove waste matter alta ing a quality that is suitable to use the wate gain. 303.1.1 Tenant improvements. a provisions of this code shall ply only to the initial tenant or occupant facilities and f use of EV charging spaces. 3 The Governor's ffice of Plannin and Research ublish a Zero -Emission Vehicle CHAPTER 5 NONRESIDENTIAL MANDAT EASURES DIVISION 5.1 PLANNING DDE GN TABLE 5.106.5.2 - PARKIN improvements to a project. UMBER OF REQUIRED SPACES 0-9 0 ABBREVIATION DEFINITIONS 1 25-50 3 HCD Department of Housing and Co unity Development 6 76-100 8 BSC California Building Standards Co ission 11 151-200 16 DSA -SS Division of the State Architect, Str tura) Safety AT LEAST 8% OF TOTAL considered eligible for desi ated parking spaces. OSHPD Office of Statewide Health Planning nd Develop t 2. Water collection and disposal systems. 5.304.1 WAT BUDGET. A water budget shall be developed for landscape irrigation use that installe in conjunction LR Low Rise 5.102.1 DEFINITIONS heights (MH) from property line o Limit HR High Rise 3. French drains. No Limit 5.303.3 WATER CONSERVING PLUMBING FIXTURES D FITTINGS. Plumbing fixtures (water closets and AA Additions and Alterations The following terms are defined in apter 2 (and are included here for refere e) 5.106.5.3 Electric vehicle (E harging. [N] Construction shall c ply with Section 5.106.5.3.1 N New 4. Water retention gardens. B3 CHAPTER 5 NONRESIDENTIAL MANDAT EASURES DIVISION 5.1 PLANNING DDE GN TABLE 5.106.5.2 - PARKIN TOTAL NUMBER OF PARKING SP ES UMBER OF REQUIRED SPACES 0-9 0 10-25 1 25-50 3 51-75 6 76-100 8 101-150 11 151-200 16 201 AND OVER AT LEAST 8% OF TOTAL g P SUBMETER. A meter installed subo nate to a site meter. Usually used to me ure water intended for one purpose, Community Rea 'ness Guidebook which provides helpf information for local governments, such as landscape irrigation. For the p poses of CALGreen, a dedicated met may be considered a submeter. residents and bu esses. www.opr.ca.gov/docs/ZEV_ idebook.pdf. WATER BUDGET. Is the estimated tot landscape irrigation water use whi shall not exceed the maximum applied 5.106.8 LIGHT POLLUTION REDUCTIO . [N] Outdoor lighting systems s II be designed and installed to comply water allowance calculated in accordanc with the Department of Water Re urces Model Efficient Landscape with the following: Ordinance (MWELO). 1. The minimum requirements in the lifornia Energy Code for Lig ing Zones 1-4 as defined in Chapter 10 of SECTION 5.303 INDOOR WA R USE the California Administrative Code; d 5.303.1 METERS. Separate submeters or tering devices shall be ins led for the uses described in Sections 2. Backlight, Uplight and Glare (BUG) ings as defined in IES T 15-11; and 503.1.1 and 503.1.2. 3. Allowable BUG ratings not exceedin hose shown in Table 5. 6.8, or Comply with a local ordinance lawfully enacted pursuant to Section 1 1.7, whichever is mor tringent. 5.303.1.1 Buildings in excess of 50,00 square feet. Separa submeters shall be installed as follows: Exceptions: [N] 1. For each individual leased, rent or other tenant s ce within the building projected to consume more than 100 gal/day (380 Uda including, but n limited to, spaces used for laundry or cleaners, 1. Luminaires that qualify as excepti s in Section 14 of the California Energy Code. restaurant or food service, medica r dental office boratory, or beauty salon or barber shop. 2. Emergency lighting. 2. Where separate submeters for ind 'dual building nants are unfeasible, for water supplied to the following subsystems: 1. Zero emissio ehicle (ZEV), including neighborhood electric vehicles (NEV), pa 'al zero emission specifications s I include, but are not limited to, the following: vehicle (PZ ), advanced technology PZEV (AT ZEV) or CNG fueled (original eq ' ment manufacturer only) reguI ed under Health and Safety Code section 43800 and CCR, Title 13, S tions 1961 and 1962. 1. The pe and location of the EVSE. 2. High-effi ' ncy vehicles, regulated by U.S. EPA, bearing High -Occupancy Vehicle ( V) car pool lane 2. A li ed raceway capable of accommodating a 208/240 -volt de ated branch circuit. stickers sued by the Department of Motor Vehicles. 3. T raceway shall not be less than trade size 1." NEIGHBORHO ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low- eed vehicle" 4. T e raceway shall originate at a service panel or a subpanel servi the area, and shall either in Sect1 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and certified to rminate in close proximity to the proposed location of the chargin quipment and listed uitable cabinet, box, enclosure or equivalent. zero-emissio ehicle standards. 5 The service panel or subpanel shall have sufficient capacity to accom odate a minimum TENANT- CUPANTS. Building occupants who inhabit a building during its normal hours of operatio s permanent 40 -ampere dedicated branch circuit for the future installation of the EV occupan , such as employees, as distinguished from customers and other transient visitors. 5.10 .5.3.2 Multiple charging space requirements. [N] When multiple charging aces are VANP OL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tr or, re red per Table 5.106.5.3.3 raceway(s) is/are required to be installed at the time f construction desi ed for carrying more than 10 but not more than 15 persons including the driver, which is maintained a used a shall be installed in accordance with the California Electrical Code. Construction lans and pri rily for the nonprofit work-related transportation of adults for the purpose of ridesharing. ecifications shall include, but are not limited to, the following: Note: Source: Vehicle Code, Division 1, Section 668 1. The type and location of the EVSE. 2. The raceway(s) shall originate at a service panel or a subpanel(s) serving the a a, and EV. Any vehicle certified to zero -emission standards. shall terminate in close proximity to the proposed location of the charging equip nt and SECTION 5.106 SITE DEVELOPMENT into listed suitable cabinet(s), box(es), enclosure(s) or equivalent. 5.106.1 STORM WATER POLLUTION PREVENTION. Newly constructed projects and additions which disturb less 3. Plan design shall be based upon 40 -ampere minimum branch circuits. than one acre of land shall prevent the pollution of storm water runoff from the construction activities through rone or 4. Electrical calculations shall substantiate the design of the electrical system, to inclu the more of the following measures: rating of equipment and any on-site distribution transformers and have sufficient cap ity to simultaneously charge all required EVs at its full rated amperage. 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control 5. The service panel or subpanel(s) shall have sufficient capacity to accommodate the ordinance. required number of dedicated branch circuit(s) for the future installation of the EVSE. 5.106.1.2 Best Management Practices (BMP). Prevent the loss of soil through wind or water erosion by v�GES implementing an effective combination of erosion and sediment control and good housekeeping BMP. 1. Soil loss BMP that should be considered for each project include, but are not limited to, the s `y . following: a. Scheduling construction activity. b. Preservation of natural features, vegetation and soil. c. Drainage swales or lined ditches to control stormwater flow. ))' d. Mulching or hydroseeding to stabilize disturbed soils. GP��J' e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). TABLE 5.106.8 [N] MAXIMUM ALWABLE BA KLIGHT, UPLIGHT AND GLARE SECTION 5.101 GENERAL 5.101.1 Scope The provisions of this chapter outline lanni design develo me methods that include environmental) P P P 9 P Y responsible site selection, building design, ilding siting and developm t to protect, restore and enhance the environmental quality of the site and resp t the integrity of adjacent pro rties. ALLOWABLE RATING 5.106.5.2.1 -Parking stall marki g. Paint, in the pain sed for stall striping, the following characters such that the lower e e of the last word ali s with the end of the stall striping and is visible beneath a parked vehi :CLEAN AIR /VAN PO L / EV LIGHTING NE Note: [N] See also California Building Code, apter 12, ction 1205.6 for college campus lighting requirements for parking facilities and walkways 5.106.10 GRADING AND PAVING. Construction plan hall i icate how site grading or a drainage system will manage all surface water flows to keep water from enter b ins Examples of methods to manage surface water 9 P 9 P 9 include, but are not limited to, the following: LIGHTING ZONE a. Makeupwater for cooling tow s where ow through is greater than 500 g g g gpm (30 Us). b. Makeup water for evaporative olers eater than 6 gpm (0.04 Vs). c. Steam and hot water boilers wit ener input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate sub t or metering device shall be provided for any tenant 2 3 4 Note: Vehicles bearing Clea Air Vehicle stickers from exp d HOV lane programs may be Code and Cha er 10 of the Callifornia Administrative Code. 1. Swales. .304 within a new building or within an addition that is pr ' ted to consume more than 1,000 gal/day. BACKLIGHT RATING 3 SECTION 5.102 DEFINITI S considered eligible for desi ated parking spaces. 2. Water collection and disposal systems. 5.304.1 WAT BUDGET. A water budget shall be developed for landscape irrigation use that installe in conjunction k. Other soil loss BMP acceptable to the enforcing agency. 5.102.1 DEFINITIONS heights (MH) from property line o Limit No Limit 3. French drains. No Limit 5.303.3 WATER CONSERVING PLUMBING FIXTURES D FITTINGS. Plumbing fixtures (water closets and 2. Good housekeeping BMP to manage construction equipment, materials and was that should uld be The following terms are defined in apter 2 (and are included here for refere e) 5.106.5.3 Electric vehicle (E harging. [N] Construction shall c ply with Section 5.106.5.3.1 MH from property line 4. Water retention gardens. B3 urinals) and fittings (faucets and showerheads) shall com y ith the following: B4 CUTOFF LUMINAIRES. Lumin s whose light distribution is such that the can la per 1000 lamp lumens does not or Section 5.106.5.3.2 to facilit a future installation of electric vehicle pply equipment (EVSE). When EVSE(s) is/are installe it shall be in accordance with the Califo 'a Building Code, the property lin that abut ublic roadwa s and ublic transit corridors, the ro ert line ma be considered be the P Y P P P Y� Y 5. Other water measures which keep surface wat aw from buildings and aid in groundwater recharge. MH from property line 5.303.3.1 Water Closets. The effective flush vo me all water closets shall not exceed 1.28 gallons per g P B2 63 numerically exceed 25 (2.5 per ht) at an angle of 90 degrees above nadir, and 1 (10 percent) at a vertical angle of Luminaire back hemisphere is less California Energy Commissi (CEC) and as follows: No :Prescriptive measures to assist in compliance with the water budget are listed in Sections 492. flush. Tank -type water closets shall be certified the p ormance criteria of the U.S. EPA WaterSense BO 80 degrees above nadir. This plies to all lateral angles around the luminaire. B1 B2 MAXIMUM ALLOWABLE Exception: Additions and alterations not alteri the drai ge path. Specification for Tank -Type toilets. LOW -EMITTING AND FUE FFICIENT VEHICLES. 5.106.5.3.1 Single arging space requirements. [N] When only single charging space is For area lighting . Note: The effective flush volume of dual flus oilets is de ed as the composite, average flush volume of P 9 UO Eligible vehicles are limite o the following: UO required per Table .106.5.3.3, a raceway is required to be installed t the time of construction 5.304. OUTDOOR POTABLE WATER USE. For new water service or for addition or alteration requiring upgr ed two reduced flushes and one full flush. lighting,including decorative U1 U2U and shall be it d in accordance with the California Electrical Co Construction plans and U4 luminaires f. Spill prevention and control. 1. Zero emissio ehicle (ZEV), including neighborhood electric vehicles (NEV), pa 'al zero emission specifications s I include, but are not limited to, the following: vehicle (PZ ), advanced technology PZEV (AT ZEV) or CNG fueled (original eq ' ment manufacturer only) reguI ed under Health and Safety Code section 43800 and CCR, Title 13, S tions 1961 and 1962. 1. The pe and location of the EVSE. 2. High-effi ' ncy vehicles, regulated by U.S. EPA, bearing High -Occupancy Vehicle ( V) car pool lane 2. A li ed raceway capable of accommodating a 208/240 -volt de ated branch circuit. stickers sued by the Department of Motor Vehicles. 3. T raceway shall not be less than trade size 1." NEIGHBORHO ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low- eed vehicle" 4. T e raceway shall originate at a service panel or a subpanel servi the area, and shall either in Sect1 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and certified to rminate in close proximity to the proposed location of the chargin quipment and listed uitable cabinet, box, enclosure or equivalent. zero-emissio ehicle standards. 5 The service panel or subpanel shall have sufficient capacity to accom odate a minimum TENANT- CUPANTS. Building occupants who inhabit a building during its normal hours of operatio s permanent 40 -ampere dedicated branch circuit for the future installation of the EV occupan , such as employees, as distinguished from customers and other transient visitors. 5.10 .5.3.2 Multiple charging space requirements. [N] When multiple charging aces are VANP OL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tr or, re red per Table 5.106.5.3.3 raceway(s) is/are required to be installed at the time f construction desi ed for carrying more than 10 but not more than 15 persons including the driver, which is maintained a used a shall be installed in accordance with the California Electrical Code. Construction lans and pri rily for the nonprofit work-related transportation of adults for the purpose of ridesharing. ecifications shall include, but are not limited to, the following: Note: Source: Vehicle Code, Division 1, Section 668 1. The type and location of the EVSE. 2. The raceway(s) shall originate at a service panel or a subpanel(s) serving the a a, and EV. Any vehicle certified to zero -emission standards. shall terminate in close proximity to the proposed location of the charging equip nt and SECTION 5.106 SITE DEVELOPMENT into listed suitable cabinet(s), box(es), enclosure(s) or equivalent. 5.106.1 STORM WATER POLLUTION PREVENTION. Newly constructed projects and additions which disturb less 3. Plan design shall be based upon 40 -ampere minimum branch circuits. than one acre of land shall prevent the pollution of storm water runoff from the construction activities through rone or 4. Electrical calculations shall substantiate the design of the electrical system, to inclu the more of the following measures: rating of equipment and any on-site distribution transformers and have sufficient cap ity to simultaneously charge all required EVs at its full rated amperage. 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control 5. The service panel or subpanel(s) shall have sufficient capacity to accommodate the ordinance. required number of dedicated branch circuit(s) for the future installation of the EVSE. 5.106.1.2 Best Management Practices (BMP). Prevent the loss of soil through wind or water erosion by v�GES implementing an effective combination of erosion and sediment control and good housekeeping BMP. 1. Soil loss BMP that should be considered for each project include, but are not limited to, the s `y . following: a. Scheduling construction activity. b. Preservation of natural features, vegetation and soil. c. Drainage swales or lined ditches to control stormwater flow. ))' d. Mulching or hydroseeding to stabilize disturbed soils. GP��J' e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). TABLE 5.106.8 [N] MAXIMUM ALWABLE BA KLIGHT, UPLIGHT AND GLARE (BUG) RATINGSI.2 ALLOWABLE RATING LIGHTI ZONE LIGHTING NE LIGHTING ZONE LIGHTING ZONE SECTION OUTDOOR WATER USE 2 3 4 MAXIMUM ALLOWABLE Code and Cha er 10 of the Callifornia Administrative Code. .304 BACKLIGHT RATING 3 Luminaire greater than 2 mounting 5.304.1 WAT BUDGET. A water budget shall be developed for landscape irrigation use that installe in conjunction k. Other soil loss BMP acceptable to the enforcing agency. heights (MH) from property line o Limit No Limit No Limit No Limit Luminaire back hemisphere is 1-2 2. Good housekeeping BMP to manage construction equipment, materials and was that should uld be MH from property line B2 B3 B4 B4 Luminaire back hemisphere is 0.5-1 property lin that abut ublic roadwa s and ublic transit corridors, the ro ert line ma be considered be the P Y P P P Y� Y MH from property line B1 B2 63 B3 Luminaire back hemisphere is less centerline the public roadway or public transit corridor for the purpose of determining compliance with t section. No :Prescriptive measures to assist in compliance with the water budget are listed in Sections 492. than 0.5 MH from property line BO BO B1 B2 MAXIMUM ALLOWABLE th r ugh 492.8, 492.10 and 492.11 of the ordinance, which may be found at: h ://www.water.ca.gov/wateruseefficiency/docs/Water0rdSec492.cfm b. Building materials stockpile management. UPLIGHT RATING luminair distribution, the applicable reduced Backlight rating shall be met. For area lighting . UO UO 0 UO For all other outdoor 5.304. OUTDOOR POTABLE WATER USE. For new water service or for addition or alteration requiring upgr ed d. Control of vehicle/equipment fueling to contractor's staging area. e. Vehicle and equipment cleanin performed off site. g P lighting,including decorative U1 U2U rating . Decorative luminaires located in these areas shall meet U -value limits for "all other outdoor lighting". U4 luminaires f. Spill prevention and control. MAXIMUM ALLOWABLE LARE 5. If a nearest property line is less than or equal to two mounting heights from the front hemisphere of the potable use FUR (.;UUE COMPLIANCE RATING 5 g. Other housekeeping BMP acceptable to the enforcing agency. Luminaire greater thanH from G1 G2 G3 G4 property line Luminaire front hemis ere is 1-2 MH from property lin GO G1 G1 G2 Luminaire front he phere is 0.5-1 MH from property I' e GO GO G1 G1 Luminaire back h isphere is less than 0.5 MH fro property line GO GO GO G1 5.303.3.2 Urinals. The effective flush vol a of urinals sha of exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. 5.303.3.3.1 Single showerhead. howerheads shall h e a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Sho erheads shall be certi d to the performance criteria of the U.S. EPA WaterSense Specification for Sh erheads. 5.303.3.3.2 Multiple showerh ds serving one shower. en a shower is served by more than one showerhead, the combined flo rate of all the showerheads d/or other shower outlets controlled by a single valve shall not exceed .0 gallons per minute at 80 psi, r the shower shall be designed to allow only one shower outlet be in operation at a time. Note: A hand-held shower shall considered a showerhead. 5.303.3.4 Faucets and fountai . 5.303.3.4.1 Nonreside al Lavatory faucets. Lavatory faucets sh I have a maximum flow rate of not more than 0.5 gallons er minute at 60 psi. 5.303.3.4.2 Kitchen ucets. Kitchen faucets shall have a maximum w rate of not more than 1.8 gallons per minute a 0 psi. Kitchen faucets may temporarily increase a flow above the maximum rate, but not to exceed 2. gallons per minute at 60 psi, and must default to aximum flow rate of 1.8 gallons per minute at 60 p 5.303.3.4.3 Was ountains. Wash fountains shall have a maximum flow to of not more thanl.8 gallons per min /20 [rim space (inches) at 60 psi]. 5.303.3.4.4 M ring faucets. Metering faucets shall not deliver more than 0 gallons per cycle. 5.303.3.4.5 tering faucets for wash fountains. Metering faucets for wash untains shall have a maximum fl rate of not more than 0.20 gallons per minute/20 [rim space (inc s) at 60 psi. Note: Where co lying faucets are unavailable, aerators or other means may be used achieve reduction. 5.303.4 Areas of ad ion or alteration. For those occupancies within the authority of the Calif nia Building Standards Commiss' n as specified in Section 103, the provisions of Section 5.303.3 shall apply new fixtures in additions or areas alteration to the building. 5.303.6 STANDA S FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fitting hall be installed in accordance wi the California Plumbing Code, and shall meet the applicable standards referenc in Table 1401.1 of the California lumbing Code and in Chapter 6 of this code. 0 1W %% W architecture + engineering RUSSELL, 'GALLAWAY ASSOCIATES inc. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT NEW AG BUILDING FOR VANE LLA FARMS PROJECT ADDRESS 2379 DURHAM -DAYTON HWY DURHAM, CA 95968 APN:040-200-059-000 QRpF ESS/ON O q! G R�•SS �� `m w No. 58201 r m k EXP. 06-30-18 CIVO- sgTF OF CAO oo,, GREEN CODE MEASURES G0.2 h. Sediment trap or sediment basin to retain sediment on site. Stabilized exits. 1. IESNA Light' g Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the Califor Energy SECTION OUTDOOR WATER USE i. construction Code and Cha er 10 of the Callifornia Administrative Code. .304 j. Wind erosion control. 5.304.1 WAT BUDGET. A water budget shall be developed for landscape irrigation use that installe in conjunction k. Other soil loss BMP acceptable to the enforcing agency. 2. For prope lines that abut public walkways, bikeways, plazas and parking lots, the property line ma be witha new b ding or an addition or alteration conforms to the local water efficient landscape ordinance r to the 2. Good housekeeping BMP to manage construction equipment, materials and was that should uld be considered be 5 feet beyond the actual property line for purpose of determining compliance with this s tion. For � California D artment of Water Resources Water Efficient Landscape Ordinance where no local ordinan is applicable. considered for implementation as appropriate for each project include, but are not limited to, the property lin that abut ublic roadwa s and ublic transit corridors, the ro ert line ma be considered be the P Y P P P Y� Y following: centerline the public roadway or public transit corridor for the purpose of determining compliance with t section. No :Prescriptive measures to assist in compliance with the water budget are listed in Sections 492. a. Material handling and waste management. 3. If the earest property line is less than or equal to two mounting heights from the back hemisphere of th th r ugh 492.8, 492.10 and 492.11 of the ordinance, which may be found at: h ://www.water.ca.gov/wateruseefficiency/docs/Water0rdSec492.cfm b. Building materials stockpile management. luminair distribution, the applicable reduced Backlight rating shall be met. c. Management of washout areas (concrete, paints, stucco, etc.). , 4. Ge ral lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduce 5.304. OUTDOOR POTABLE WATER USE. For new water service or for addition or alteration requiring upgr ed d. Control of vehicle/equipment fueling to contractor's staging area. e. Vehicle and equipment cleanin performed off site. g P rating . Decorative luminaires located in these areas shall meet U -value limits for "all other outdoor lighting". water ervice for landscaped areas of at least 1,000 square feet'6�uCnot hiore'ttiaf�'S,000 square feet (the level whic ater Code §535 applies), separate submeters or meterir d de-rice's"shall'bb-insfalled for outdoor ter f. Spill prevention and control. 5. If a nearest property line is less than or equal to two mounting heights from the front hemisphere of the potable use FUR (.;UUE COMPLIANCE g. Other housekeeping BMP acceptable to the enforcing agency. lu aire distribution, the applicable reduced Glare rating shall be met. JAN 2 7 2017 INTERWEST CONSULTING GROUP 0 1W %% W architecture + engineering RUSSELL, 'GALLAWAY ASSOCIATES inc. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT NEW AG BUILDING FOR VANE LLA FARMS PROJECT ADDRESS 2379 DURHAM -DAYTON HWY DURHAM, CA 95968 APN:040-200-059-000 QRpF ESS/ON O q! G R�•SS �� `m w No. 58201 r m k EXP. 06-30-18 CIVO- sgTF OF CAO oo,, GREEN CODE MEASURES G0.2 N RESIDENTIAL MANDATORY MEASURES,SHEET 2 INCLUDING JANUARY 1 2014 ERRATA ANDOJULY 1 2015 SUPPLEMENT) INSPECTOR INSPECTOR INSPECTOR INSPECTOR SIGNOFF SIGNOFF SIGNOFF SIGNOFF 04.3 IRRIGATION DESIGN. In new nonresidential construction with at least 1,000 but not more than 2,500 s re Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports requi d by 5.50 Finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5.504. fe of cumulative landscaped area (the level at which the MWELO applies), install irrigation controllers and se ors CalRecycle's web site. the enforcing agency. whi include the following criteria, and meet manufacturer's recommendations. 504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall et 5.41 COMMISSIONING. [N] For new buildings 10,000 square feet and over, building commissioning shall a requirements of the following standards: 04.3.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final spection includ in the design and construction processes of the building project to verify that the building systems a 1. Adhesives, adhesive bonding primers adhesive primers, sealants, sealant primers and caulks all sh comply with the following: compo nts meet the owner's or owner representative's project requirements. Commissioning shall be perf med in DIV ION 5.5 ENVIRONMENTAL QUALITY comply with local or regional air pollution control or air quality management district rules where accord ce with this section by trained personnel with experience on projects of comparable size and com xity. applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Su Controllers shall be weather or soil ofstu re based controllers that automatically tical) a ' st irrigation in Commis nin requirements shall include: SECT( N 5.501 GENERAL Products also shall comply with the Rule 1168 prohibition on the use of certain toxic compound response to changes in plants' needs as weather conditions change. 5.501.1 S OPE. The provisions of this chapter shall outline means of reducing the quantity of air contam' ants that (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), xcept for 2. eather-based controllers without integral rain sensors or communication syste that account for 1. wner's or Owner representative's project requirements. are odoro irritating, and/or harmful to the comfort and well-being of a building's installers, occupants a neighbors. erosol products as specified in subsection 2, below. I rainfall shall have a separate wired or wireless rain sensor which connec r communicates 2. sis of design. wi the controller(s). Soil moisture -based controllers are not required to hav sin sensor input. 2. mmissioning measures shown in the construction documents. SECTIO 5.502 DEFINITIONS Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compou s (in 4. C missioning plan. 5.502.1 DEF ITIONS. The following terms are defined in Chapter 2 (and are included here for refere e) u its of product, less packaging, which do not weigh more than one pound and do not cons' of more Note: More info tion regarding irrigation controller function and specifications is ilable from the 5. Fu tional performance testing. th 16 fluid ounces) shall comply with statewide VOC standards and other requirements,' cluding Irrigation Associat 6. Do mentation and training. ARTERIAL HI HWAY. A general term denoting a highway primarily for through traffic usually on a c tinuous route. pr ibitions on use of certain toxic compounds, of California Code of Regulations, Title 17 mmencing 7. Co issioning report. wit ection 94507. A -WEIGHTED UND LEVEL (dBA). The sound pressure level in decibels as measured on a sou level meter Exceptio using the interna nally standardized A -weighting filter or as computed from sound spectral data t hich A -weighting DIVISION 5.4 MA ERIAL CONSERVATION ND RESOURCE 1. Uncond 'oned warehouses of any size. adjustments have een made. EFFICIENCY 2. Areas le than 10,000 square feet used for offices or other conditioned accessory sp es within 1 BTU/HOUR. Briti thermal units per hour, also referred to as Btu. The amount of heat require to raise one pound unconditi ed warehouses. of water one degree ahrenheit per hour, a common measure of heat transfer rate. A ton of refr' eration is 12,000 Btu, TAB = 5.504.4.1 - ADHESIVE VOC LIMITv Less W r and Less Exempt Compounds in Grams per Liter ARCHIT TURAL APPLICATIONS 3. Tenant im ovements less than 10,000 square feet as described in Section 303.1.1. INDOOR ARPET ADHESIVES the amount of heat r uired to melt a ton (2,000 pounds) of ice at 320 Fahrenheit. CARPET P ADHESIVES 50 OUTDOOR ARPET ADHESIVES SECTION 5.401 GENERAL WOOD FLOG NG ADHESIVES 4. Commissi ing requirements for energy systems covered by the California Energy ode. RUBBER FLOO ADHESIVES 6 SUBFLOOR ADFkSIVES THE ADHESIVE WITH THE HI EST VOC CONTE T SHALL BE ALLOWED. CERAMIC TILE A ESIVES 5.401.1 SCOPE. The provisions of this c ter shall outline means of ieving material conservation and resource VCT & ASPHALT TV ADHESIVES 5. Open parki garages of any size, or open parking garage areas, of any size, withi a structure. DRYWALL & PANEL DHESIVES COMMUNITY NOISE QUIVALENT LEVEL (CNEL). A metric similar to the day -night avera sound level (Ldn), COVE BASE ADHESI S 50 MULTIPURPOSE CON RUCTION ADHESIVES efficiency through protection of buildings fro exterior moisture, cons ction waste diversion, employment of STRUCTURAL GLAZINCkDHESIVES 100 SINGLE -PLY ROOF MEM NE ADHESIVES except that a 5 decibel djustment is added to the equivalent continuous sound exposure le v for evening hours (7pm OTHER ADHESIVES NOT tECIFICALLY LISTED 50 SPECIALTY APPLICATION techniques to reduce pollution through recycle of materials, and b ding commissioning or testing and adjusting. PVC WELDING Note: For the pu oses of this section, unconditioned shall mean a building, area, or om which does not CPVC WELDING to 10pm) in addition to t 10 dB nighttime adjustment used in the Ldn. ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTI provide heating a or air conditioning. CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADH IVE 1 250 STRUCTURAL WOOD MEMBER ADH IV SECTION 5.402 DEFINITIONS TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS COMPOSITE WOOD PR DUCTS. Composite wood products include hardwood plywood, articleboard and medium METAL TO METAL 30 PLASTIC FOAMS 5.402.1 DEFINITIONS. The following terms are de d in C ter 2 (and are included here for reference) POROUS MATERIAL (EXCEPT WOO All building operating sys s covered by Title 24, Part 6, as well as process equipment d controls, and renewable WOOD density fiberboard. "Comp ite wood products" does not include hardboard, structural pl ood, structural FIBERGLASS 80 energy systems shall be i uded in the scope of commissioning requirements. panels, structural composit lumber, oriented strand board, glued laminated timber, timb , prefabricated wood 1 -joists ADJUST. To regulate fluid flow rate and air patterns a erminal equipment, such as to reduce fan speed or adjust Informational Notes. or finger jointed lumber, all s specified in California Code of Regulations (CCR), Title 1 Section 93120.1(a). , a damper. Note: See CCR, Title 17, Se ion 93120.1. BALANCE. To proportion flows within the distributio syste including sub -mains, branches and terminals, 1. IAS AC 476 i an accreditation criteria for organizations providing tra' ing and/or certification of commissionin ersonnel. AC 476 is available to the Authority Havi Jurisdiction as a reference for DAY -NIGHT AVERAGE SOU LEVEL (Ldn). The A -weighted equivalent continuo sound exposure level for a according to design quantities, qualifications o ommissioning personnel. AC 476 des not certify i ividuals to conduct functional 24-hour period with a 10 dB adj tment added to sound levels occurring during nigh me hours (10p.m. to 7 a.m.). BUILDING COMMISSIONING. A systematic q ity assurance p ess that spans the entire design and construction performance to s or to adjust and balance systems. DECIBEL (db). A measure on a I arithmic scale of the magnitude of a particular antity (such as sound pressure, process, including verifying and documenting at building systems d components are planned, designed, installed, 2. Functional perfo ance testing for heating, ventilation, air condit' ning systems and lighting controls sound power, sound intensity) wit espect to a reference quantity. tested, operated and maintained to meet th wner's project require nts. must be perform in compliance with the California Energy Co . TEST. A procedure to determine quanti ive performance of a system quipmentELECTRIC 5.410.2.1 Owner's or Own e Representative's Project Requirement OPR). [N] The expectations and VEHICLE (EV). An aut otive-type vehicle for on -road use, such a assenger automobiles, buses, trucks, vans, neighborhood electric hicles, electric motorcycles, and the like, imarily powered by an electric motor SECTION 5.407 WATER (STANCE AND MOIST E MANAGEMENT requirements of the building a ropriate to its phase shall be document before the design phase of the that draws current from a rechargeab storage battery, fuel cell, photovoltaic ay, or other source of electric current. 5.407.1 WEATHER PROTECTION rovide a weather -resistant exterior wall d foundation envelope as required by project begins. This document ion shall include the following: Plug-in hybrid electric vehicles PHE re considered electric vehicles. For poses of the California Electrical Code, 9- Y ( P California Building Code Section 3.2 (Weather Protection) and California E gy Code Section 150, (Mandatory 1. Environmental and s tainability goals. off-road, self- ro oelled electric vehicl , such as industrial trucks, hoists, lift transports, golf carts, airline round P P P 9 9 Features and Devices), manufa rer's installation instructions or local ordinance hichever is more stringent. 2. Energy efficiency goa [refer to 2013 California Energy C e, Section 120.8(b)]. 3. Indoor environmental ality requirements. support equipment, tractors, boats, and a like, are not included. 5.407.2 MOISTURE CONT . Employ moisture control measures by the followin ethods. 4. Project program, includ g facility functions and hours of eration, and need for after hours ELECTRIC VEHICLE CHARGING STA N(S) (EVCSj). One or more sp es intended for charging electric vehicles. operation. 5.407.2.1 Sprinkl Design and maintain landscape irrigation systems to preve spray on structures. 5. Equipment and systems pectations. ELECTRIC VEHICLE SUPPLY EQUIPME T (EVSE). The conductors, i luding the ungrounded, grounded, and 5.407.2.2 Entr' and openings. Design exterior entries and/or openings subject to of traffic or wind -driven 6. Building occupant and op ation and maintenance (0 ) personnel expectations. 5.410.2.2 Basis of Design (BOD). [ A written explanation of ow the design of the building systems meets equipment grounding conductors and the a ctric vehicle connectors, aft hment plugs, and all other fittings, devices, power outlets, or apparatus installed specifi Ily for the purpose of tran rring energy between the premises wiring and the electric vehicle. rain to preve ater intrusion into buildings as follows: the OPR shall be completed at the de n phase of the buildin roject. The Basis of Design document shall 5.4 .2.2.1 Exterior door protection. Primary exterior entries shall be covered to event water cover the following systems: ENERGY EQUIVALENT NOISE LEVEL Le . The level of a stead noise which would have the same energy as (NOISE) ( 9Y i sion by using nonabsorbent floor and wall finishes within at least 2 feet around perpendicular to 1. Heating, ventilation, air conditi ing (HVAC) syste sand controls [refer to 2013 California Energy the fluctuating noise level integrated over the ti of period of intere . ch openings plus at least one of the following: Code, Section 120.8(c)]. EXPRESSWAY. An arterial highway for through ffic which may ve partial control of access, but which may or may 1. An installed awning at least 4 feet in depth. 2. Indoor lighting system and cont s [refer to 201 alifornia Energy Code, Section 120.8(c)]. not be divided or have grade separations at inters tions. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. Water heating system [refer to 2 3 California ergy Code, Section 120.8(c)]. 3. The door is recessed at least 4 feet. 4. Renewable energy systems. FREEWAY. A divided arterial highway with full con I of access nd with grade separations at intersections. 4. Other methods which provide equivalent protection. 6. Water reuse systems. 've GLOBAL WARMING POTENTIAL (GWP). The radi force impact of one mass -based unit of a given greenhouse 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. 5.410.2.3 Commissioning plan. [N] Prior to rmit is ance a commissioning plan shall be completed to gas relative to an equivalent unit of carbon dioxide ov a give period of time. Carbon dioxide is the reference document how the project will be commission e The mmissioning plan shall include the following: compound with a GWP of one. 1. General project information. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND 2. Commissioning goals. GLOBAL WARMING POTENTIAL VALUE (GWP VAL ). 100 -year GWP value published by the 3. Systems to be commissioned. Plans to systems and components shall include: Intergovernmental Panel on Climate Change (IPCC) in e its Second Assessment Report (SAR) (IPCC, 1995); or RECYCLING a. An explanation of the original des intent. its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). T SAR GWP values are found in column "SAR (100 -yr)" of 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 50% of the b. Equipment and systems to be tes , including the extent of tests. Table 2.14.; the AR4 GWP values are found in column "Il r" of Table 2.14. Y non -hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. c. Functions to be tested. d. Conditions under which the test a be performed. HIGH -GWP REFRIGERANT. A compound used as a h t t nsfer fluid or gas that is: (a) a chlorofluorocarbon, a e. Measurable criteria for accepta e p ormance. hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluo car n, or any compound or blend of compounds, with a 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and 4. Commissioning team information. GWP value equal to or greater than 150, or (B) any oz a de eting substance as defined in Title 40 of the Code of demolition waste management ordinance, submit a construction waste management plan that: 5. Commissioning process activities, s edule nd responsibilities. Plans for the completion of Federal Regulations, Part 82, sec.82.3 (as amended arch 1 2009). commissioning shall be included. 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient 5.410.2.4 Functional performance testing N] Functio I performance tests shall demonstrate the correct LONG RADIUS ELBOW. Pipe fitting installed betw n two len s of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source -separated) or installation and operation of each compone system and ystem-to-system interface in accordance with the bulk mixed (single stream). approved plans and specifications. Functi al performanc esting reports shall contain information addressing LOW -GWP REFRIGERANT. A compound used a heat trans fe uid or gas that: (A) has a GWP value less than each of the building components tested, t testing method utilized, and include any readings and adjustments 150 and (B) is not an ozone depleting substanc s defined in' ti 0 of the Code of Federal Regulations Part 82 TAB = 5.504.4.1 - ADHESIVE VOC LIMITv Less W r and Less Exempt Compounds in Grams per Liter ARCHIT TURAL APPLICATIONS CURRENT VOC IT INDOOR ARPET ADHESIVES 50 CARPET P ADHESIVES 50 OUTDOOR ARPET ADHESIVES 150 WOOD FLOG NG ADHESIVES 10 RUBBER FLOO ADHESIVES 6 SUBFLOOR ADFkSIVES THE ADHESIVE WITH THE HI EST VOC CONTE T SHALL BE ALLOWED. CERAMIC TILE A ESIVES 65 VCT & ASPHALT TV ADHESIVES 50 DRYWALL & PANEL DHESIVES 50 COVE BASE ADHESI S 50 MULTIPURPOSE CON RUCTION ADHESIVES 70 STRUCTURAL GLAZINCkDHESIVES 100 SINGLE -PLY ROOF MEM NE ADHESIVES 250 OTHER ADHESIVES NOT tECIFICALLY LISTED 50 SPECIALTY APPLICATION complies with this section. PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTI 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADH IVE 1 250 STRUCTURAL WOOD MEMBER ADH IV 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOO 50 WOOD 30 FIBERGLASS 80 mm will be diverted by a waste management company. systes anus s a enc u t e o owing. 1. Site information, ' cluding facility description, histo and current requirements. article. The PWMIR is the total product r ctivity expressed to hundredths a gram of ozone formed per gram of Exceptions to Sections 5.408.1.1 and 5.408.1.2: 2. Site contact info ation. product (excluding container and packa g). 3. Basic operatio and maintenance, including genera ite operating procedures, basic PSIG. Pounds per square inch, guage. 1. Excavated soil and land -clearing debris. troubleshootin recommended maintenance require nts, site events log. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle 4. Major system facilities capable of compliance with this item do not exist. 5. Site equipm t inventory and maintenance notes. REACTIVE ORGANIC COMPOUND OC). Any compound that has the pote ial, once emitted, to contribute to 3. Demolition waste meeting local ordinance or calculated in consideration of load recycleing facilities 6. A copy of v fications required by the enforcing agency this code. ozone formation in the troposphere. and markets. 7. Other reso ces and documentation, if applicable. SCHRADER ACCESS VALVES. cess fittings with a valve core installed. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 50% minimum requirement 5.410.2.5.2 S ste operations trainin ram for training f appropriate maintenance SHORT RADIUS ELBOW. Pipe ing installed between two lengths of pipe or tub g to allow a change of direction, y p g' [N ] Aro program g thea PP P with a radius 1.0 times the pipe meter. as approved by the enforcing agency. staff for each equi ent type and/or system shall be developed and d umented in the commissioning report and shall i ude the following: SUPERMARKET. For the pur ses of Section 5.508.2, a supermarket is any retail f d facility with 8,000 square feet 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates 1. Syste equipment overview (what it is, what it does and with at other systems and/or or more conditioned area, and at utilizes either refrigerated display cases, or walk -i oolers or freezers connected compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. equip ent it interfaces). to remote compressor units o condensing units. 2. Revi and demonstration of servicing/preventive maintenance 3. Rev' w of the information in the Systems Manual. VOC. A volatile organic co ound broadly defined as a chemical compound based on rbon chains or rings with Notes: 4. Re ew of the record drawings on the system/equipment. vapor pressures greater th 0.1 millimeters of mercury at room temperature. These co ounds typically contain 1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" hydrogen and may contai xygen, nitrogen and other elements. See CCR Title 17, Secti 94508(a) located at www.bsc.ca.gov/Home/CALGreen.aspx may be used to assist in documenting compliance 5.410.2.6 Commi Toning report. [N] A report of commissioning process activities ndertaken through the Note: Where specific re lations are cited from different agencies such as SCAQMD, AR etc., the VOC definition with the waste management plan. design and const ction phases of the building project shall be completed and provi d to the owner or 2. Mixed construction and demolition debris processors can be located at the California Department of representative. included in that specific gulation is the one that prevails for the specific measure in questi Resources Recycling and Recovery (CalRecycle). SECTION 5.503 IREPLACES 5.410.4 TESTING A ADJUSTING. Testing and adjusting of systems shall be required for uildings less than 5.503.1 GENERAL. I tall only a direct -vent sealed -combustion gas or sealed wood -burning eplace, or a sealed 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. [BSC] 100 percent of trees, stumps, rocks and 10,000 square feet o ew systems to serve an addition or alteration subject to Section 303.1. associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, woodstove or pellet ve, and refer to residential requirements in the California Energy Code, itle 24, Part 6, Subchapter 7, Secti 150. Woodstoves, pellet stoves and fireplaces shall comply with applica local ordinances. 1 b t k 'I d on site until the stora a site is developed I f d f t d t' t S t t b TABLE 5.504.4.2 SEALANT VOC LIMIT 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated SEALANTS made. ARCHITECTURAL sec.82.3 (as amended March 10, 2009). MARINE DECK 1. IF AN ADHESIVE IS USED T OND DISSIMILA SUBSTRATES TOGETHER, NONMEMBRAN ROOF byweight or volume, but not by both. ROADWAY 5.410.2.5 Documentation and trainin N A S stems Man I and S stems O Operations Trainin are re wired, [ l Y Y P 9 q SINGLE -PLY OOF MEMBRANE MERV. Filter minimum efficiency reporting val , based on ASHRA 2.2-1999. OTHER THE ADHESIVE WITH THE HI EST VOC CONTE T SHALL BE ALLOWED. SEALANT RIMERS 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable HITE TURALON including Occupational Safety and Hea Act (OSHA) require nts in California Code of Regulations (CCR), ROUS rP 250 O US 2. FOR ADDITIONAL INFOR TION REGARDING THODS TO MEASURE MODI ED BITUMINOUS documentation that the percentage of construction and demolition waste material diverted from the landfill MA E DECK Title 8, Section 5142, and other relate regulations. OT R MAXIMUM INCREMENTAL REACTIVITY ( ). The maximum chan in weight of ozone formed by adding a THE VOC CONTENT SPECI D IN THIS TABLE, SE SOUTH COAST AIR complies with this section. compound to the Base REactive Organic G (ROG) Mixture per wei t of compound added, expressed to QUALITY MANAGEMENT D ICRULE 1168, 5.410.2.5.1 Systems manual N] Documentation of the o rational aspects of the building shall be hundreths of a gram (g 03/g ROC). www.arb.ca.gov/DRDB/SC/ RHTMUR1168.PDF Note: The owner or contractor shall make the determination if the construction and demolition waste material completed within the system anual and delivered to the ilding owner or representative. The I h II • 1 d h f II PRODUCT -WEIGHTED MIR (PWMIR). T sum of all weighted -MIR for ingredients in a product subject to this mm will be diverted by a waste management company. systes anus s a enc u t e o owing. 1. Site information, ' cluding facility description, histo and current requirements. article. The PWMIR is the total product r ctivity expressed to hundredths a gram of ozone formed per gram of Exceptions to Sections 5.408.1.1 and 5.408.1.2: 2. Site contact info ation. product (excluding container and packa g). 3. Basic operatio and maintenance, including genera ite operating procedures, basic PSIG. Pounds per square inch, guage. 1. Excavated soil and land -clearing debris. troubleshootin recommended maintenance require nts, site events log. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle 4. Major system facilities capable of compliance with this item do not exist. 5. Site equipm t inventory and maintenance notes. REACTIVE ORGANIC COMPOUND OC). Any compound that has the pote ial, once emitted, to contribute to 3. Demolition waste meeting local ordinance or calculated in consideration of load recycleing facilities 6. A copy of v fications required by the enforcing agency this code. ozone formation in the troposphere. and markets. 7. Other reso ces and documentation, if applicable. SCHRADER ACCESS VALVES. cess fittings with a valve core installed. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 50% minimum requirement 5.410.2.5.2 S ste operations trainin ram for training f appropriate maintenance SHORT RADIUS ELBOW. Pipe ing installed between two lengths of pipe or tub g to allow a change of direction, y p g' [N ] Aro program g thea PP P with a radius 1.0 times the pipe meter. as approved by the enforcing agency. staff for each equi ent type and/or system shall be developed and d umented in the commissioning report and shall i ude the following: SUPERMARKET. For the pur ses of Section 5.508.2, a supermarket is any retail f d facility with 8,000 square feet 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates 1. Syste equipment overview (what it is, what it does and with at other systems and/or or more conditioned area, and at utilizes either refrigerated display cases, or walk -i oolers or freezers connected compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. equip ent it interfaces). to remote compressor units o condensing units. 2. Revi and demonstration of servicing/preventive maintenance 3. Rev' w of the information in the Systems Manual. VOC. A volatile organic co ound broadly defined as a chemical compound based on rbon chains or rings with Notes: 4. Re ew of the record drawings on the system/equipment. vapor pressures greater th 0.1 millimeters of mercury at room temperature. These co ounds typically contain 1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" hydrogen and may contai xygen, nitrogen and other elements. See CCR Title 17, Secti 94508(a) located at www.bsc.ca.gov/Home/CALGreen.aspx may be used to assist in documenting compliance 5.410.2.6 Commi Toning report. [N] A report of commissioning process activities ndertaken through the Note: Where specific re lations are cited from different agencies such as SCAQMD, AR etc., the VOC definition with the waste management plan. design and const ction phases of the building project shall be completed and provi d to the owner or 2. Mixed construction and demolition debris processors can be located at the California Department of representative. included in that specific gulation is the one that prevails for the specific measure in questi Resources Recycling and Recovery (CalRecycle). SECTION 5.503 IREPLACES 5.410.4 TESTING A ADJUSTING. Testing and adjusting of systems shall be required for uildings less than 5.503.1 GENERAL. I tall only a direct -vent sealed -combustion gas or sealed wood -burning eplace, or a sealed 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. [BSC] 100 percent of trees, stumps, rocks and 10,000 square feet o ew systems to serve an addition or alteration subject to Section 303.1. associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, woodstove or pellet ve, and refer to residential requirements in the California Energy Code, itle 24, Part 6, Subchapter 7, Secti 150. Woodstoves, pellet stoves and fireplaces shall comply with applica local ordinances. 1 b t k 'I d on site until the stora a site is developed I f d f t d t' t S t t b TABLE 5.504.4.2 SEALANT VOC LIMIT Less Water and Less empt Compounds in Grams per L1 r SEALANTS C RENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRAN ROOF 300 ROADWAY 50 SINGLE -PLY OOF MEMBRANE 0 OTHER 410 SEALANT RIMERS HITE TURALON ROUS rP 250 O US 775 MODI ED BITUMINOUS 500 MA E DECK 760 OT R 750 such matena may e s oc pi e g 5.410.4.2 Sy tems. Develop a written p an o proce ures or es ng an ad' jus ing sys a ys ems o e included for sting and adjusting shall include at a minimum, as applicable to the project: 5.503.1.1 W odstoves. Woodstoves and pellet stoves shall comply with U.S. EPA Phase emission limits N E Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. : FOR ADDITIONAL INFORMATION REGARDING METHODS TO where app)' able. HE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOU Notes: 1. VAC systems and controls. AST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. 2. ndoor and outdoor lighting and controls. SECTION 04 POLLUTANT CONTROL 1. If contamination by disease or pest infestation is suspected, contact the County Agricultural 3. Water heating systems. 5.504.1. Temporary ventilation. The permanent HVAC system shall only be used during c struction if 5.504.4.3 aints and coatings. Architectural paints and coatings shall comply with VOC limits Table 1 of Commissioner and follow its direction for recycling or disposal of the material. Renewable energy systems. necess to condition the building or areas of addition or alteration within the required temper re range for the ARB chitectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unles more 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Landscape irrigation systems. mated and equipment installation. If the HVAC system is used during construction, use return it filters with a stringen cal limits apply. The VOC content limit for coatings that do not meet the definitions for a specialty Food and Agriculture. (www.cdfa.ca.gov) Water reuse systems. Minim Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average fficiency of coating tegories listed in Table 5.504.4.3 shall be determined by classifying the coating as a FI , Nonflat 3011, sed on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the b ding is or Non t -High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 o e 2007 ?filgION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.41 .4.3 Procedures. Perform testing and adjusting procedures in accordance with manufactur 's occ ied during alteration, at the conclusion of construction. Califo is Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or 5.410. CLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building sp ifications and applicable standards on each system. Nonfl -High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.3 vering of duct openings and protection of mechanical equipment during construction. A he time of identified for t siting, storage and collection of non -hazardous materials for recycling, inclu a minimum) to s i and ad'ustin before a new s ace-condit nen rough in Ilation, or during storage on the construction site and until final startup of the heating, cooling an 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR i 9 P 9 mats for paper, corrugated car glass, plastics and metals or meet a lawfully enacted local re ordinance, if more system ervHV a building or ace is operatedf for normal use the system shall be balanced in g vI, til,, equipment, all duct and other related air distribution component openings shall be covered with t e, ROC in Section 94522(a)(3) and other requirements including prohibitions on use of certain toxi syst m serving g pY plastic, heet metal or other methods acceptable to the enforcing agency to reduce the amount of dust, wate nd compounds and ozone depleting substances, in Sic 6669 94522td)(2) ana (d)(2) of California Co of restrictive.. accordance with the procedures defined by the Testing Adjusting and Balancing Bureau Nation 5.410.1.1 Additions. [A] All addition ucted within a 12- eriod under single or multiple permits, Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air glance; debris hich may collect in the system. Regulations, Title 17, commencing with Section 94520 and in areas under the jurisdiction of the resulting in an increase of 30% or more in a, sh I recycling areas on site. Council National Standards oras approved by the enforcing agency.416 . Bay Area Air Quality Management District additionally' o'r�1 IV'V itt �thee hefcent VOC by weight of p duct PERMIT # �` ' % limits of Regulation 8 Rule 49. Exception: Additions within a tenant spa ting in le a 30% increase in the tenant space floor 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testin BUTTE COUNTY DEVELOPMENT SERVICES JAN 2 7 2017 area. signed by the individual responsible for performing these services. REVIEWED FOR CODE COMPLIANCE 5.410.1.2 Sample o ce. Space allocation for recycling areas shall comp hapter 18, Part 3, 5.410.4.5 Operation. and maintenance (O & M) manual. Provide the building owner or representative with ! t �f I NTERWEST Division 30 o ublic Resources Code. Chapter 18 is known as the California Soli Reuse and detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M DATE BY CONSULTING GROUP Rec cess Act of 1991 (Act). instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. r architecture + engineering RUSSELL, GALLAWAY ASSOCIATES inc. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rachico.com PROJECT NEW AG BUILDING FOR VANE LLA FARMS PROJECT ADDRESS 2379 DURHAM -DAYTON HWY DURHAM, CA 95968 APN:040-200-059-000 /QROFESS/ONq\ `" o Ih.t�l w No. 58201 m r Cr _U * EXP. 06-30-18 CIVI sglF CF CAL fO��\P GREEN CODE MEASURES G0.3 INSPECTOR SIGNOFF ` • ►!!'Ji a-li i aI q F WR . , ► 1 [U L r J =2 , NONRESIDENTIAL MANDATORY MEASURES SHEET 3 (INCLUDING JANUARY 1, 2014 ERRATA AND JULY 5S 1. GRAMS OF VOC PER LITER OF COATING, CLUDING WATER & EXE T COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFE UNLESS REVISED LIMITS E LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED OM THOSE SPECIFIED BY THE ALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGEST CONTROL MEASURE, FEB. 1, 20 . MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. 5.504.4.3.2 Verification. VIfification of compliance with this secti shall be provided at the request of the enforcing agency. Doc entation may include, but is not limit to, the following: 1. Manufacturer's oduct specification 2. Field verificati of on-site product containers 5.504.4.4 Carpet Systems. carpet installed in the building interior shall et at least one of the testing and product requirements: 1. Carpet and Ru I ft t I u e s Green Label us P 9 PI Program. 2. Compliant witht VOC-emission limits and testing requirements sp ified in the California Department of blic Health Standard Method for the Testing and Ev uation of Volatile Organic Chemical Emil Ions from Indoor Sources Using Environmental Cham rs, Version 1.1, February 2010 (also kn n as CDPH Standard Method V1.1 or Specification 01 0). 3. NSF/ANSI 1 at the Gold level or higher; 4. Scientific Ce ific atlons Systems Sustainable Choice; or 5. Compliant h the Collaborative for High Performance Schools California CA-CHPS) Criteria Interpretati for EQ 7.0 and EQ 7.1 (formerly EQ 2.2) dated July 2012 an listed in the CHPS High Performa a Product Database. 5.504. .4.1 Carpet cushion. All carpet cushion installed in the building in rior shall meet the requir ments of the Carpet and Rug Institute Green Label program. 5.5 .4.4.2 Carpet adhesive. All carpet adhesive shall meet the requireme s of Table 5.504.4.1. 5.504.4.5 Com site wood products. Hardwood plywood, particleboard and medium de sity fiberboard composite wo products used on the interior or exterior of the buildings shall meet the req "rements for formaldehyde s specified in ARB's Air Toxics Control Measure for Composite Wood (17 C 93120 et seq.). Those mater' s not exempted under the ATCM must meet the specified emission limits, as own in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall belkovided as requested by the enforcing agency. Documentation shall include at least one of th ollowiing: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products re lat:ion (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of th Engineered Wood Association, the Australian AS/NZS 2269 or European 636 S standards. 5. Other methods acceptable to the enforcing agency. INSPECTOR SIGNOFF ` INSPECTOR / SIGNOFF ABLE 5.504.4.5 - FORMALDEHYDE LIMITS, BLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL CTQATINGS2,3 GR,VS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT DATINGS 50 NONFAT COATINGS 100 NONFLAX HIGH GLOSS COATINGS 150 SPECIAL COATINGS THIN MEDNM DENSITY FIBERBOARD2 ALUMINU OOF COATINGS 400 BASEMENT PECIALTY COATINGS 400 BITUMINOUS OOF COATINGS 50 BITUMINOUS OF PRIMERS 350 BOND BREAKE 35 CONCRETE CURX4G COMPOUNDS 3 CONCRETE/MAS RY SEALERS 0 DRIVEWAY SEALEFV 0 DRY FOG COATING 150 FAUX FINISHING CoA INGS 350 FIRE RESISTIVE COAT GS 350 FLOOR COATINGS 100 FORM -RELEASE COMPO DS 250 GRAPHIC ARTS COATING (SIGN PAINTS) 500 HIGH-TEMPERATURE COA GS 420 INDUSTRIAL MAINTENANCE XCIATINGS 250 LOW SOLIDS COATINGS, 120 MAGNESITE CEMENT COATIN 450 MASTIC TEXTURE COATINGS X 100 METALLIC PIGMENTED COATING 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS X 420 PRIMERS, SEALERS, & UNDERCOATEVS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR OPAQUE 730 550 SPECIALTY PRIMERS, SEALERS & UNDERCOA S 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, CLUDING WATER & EXE T COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFE UNLESS REVISED LIMITS E LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED OM THOSE SPECIFIED BY THE ALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGEST CONTROL MEASURE, FEB. 1, 20 . MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. 5.504.4.3.2 Verification. VIfification of compliance with this secti shall be provided at the request of the enforcing agency. Doc entation may include, but is not limit to, the following: 1. Manufacturer's oduct specification 2. Field verificati of on-site product containers 5.504.4.4 Carpet Systems. carpet installed in the building interior shall et at least one of the testing and product requirements: 1. Carpet and Ru I ft t I u e s Green Label us P 9 PI Program. 2. Compliant witht VOC-emission limits and testing requirements sp ified in the California Department of blic Health Standard Method for the Testing and Ev uation of Volatile Organic Chemical Emil Ions from Indoor Sources Using Environmental Cham rs, Version 1.1, February 2010 (also kn n as CDPH Standard Method V1.1 or Specification 01 0). 3. NSF/ANSI 1 at the Gold level or higher; 4. Scientific Ce ific atlons Systems Sustainable Choice; or 5. Compliant h the Collaborative for High Performance Schools California CA-CHPS) Criteria Interpretati for EQ 7.0 and EQ 7.1 (formerly EQ 2.2) dated July 2012 an listed in the CHPS High Performa a Product Database. 5.504. .4.1 Carpet cushion. All carpet cushion installed in the building in rior shall meet the requir ments of the Carpet and Rug Institute Green Label program. 5.5 .4.4.2 Carpet adhesive. All carpet adhesive shall meet the requireme s of Table 5.504.4.1. 5.504.4.5 Com site wood products. Hardwood plywood, particleboard and medium de sity fiberboard composite wo products used on the interior or exterior of the buildings shall meet the req "rements for formaldehyde s specified in ARB's Air Toxics Control Measure for Composite Wood (17 C 93120 et seq.). Those mater' s not exempted under the ATCM must meet the specified emission limits, as own in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall belkovided as requested by the enforcing agency. Documentation shall include at least one of th ollowiing: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products re lat:ion (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of th Engineered Wood Association, the Australian AS/NZS 2269 or European 636 S standards. 5. Other methods acceptable to the enforcing agency. INSPECTOR SIGNOFF ` INSPECTOR / SIGNOFF ABLE 5.504.4.5 - FORMALDEHYDE LIMITS, M IMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRO UCT CURRENT LIMIT HARDXVOOD PLYWOOD VENEER CORE 0.05 HARD OD PLYWOOD COMPOSITE CORE 0.05 PARTICk BOARD 0.09 MEDIUM NSITY FIBERBOARD 0.11 THIN MEDNM DENSITY FIBERBOARD2 0.13 1. VMLVCJ IIV MO IMOLt --t UtK1VtU FKUM I HOSE SPECIFIED BY THE CALIFORNIA AIR RESOURC BOARD, AIR TOXICS C TROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 333. FOR ADDITIONAL IN RMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 T OUCH 93120.12. 2. THIN MEDIUM ENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). 5.504.4.6 Resili t flooring systems. For 80 percent of floor area receiving resilient flo Ing, installed resilient flooring all meet at least one of the following: 1. Certified rider the Resilient Floor Covering Institute (RFCI) FloorScore progr m; 2. Complia with the VOC-emission limits and testing requirements specified i the California Departme t of Public Health's 2010 Standard Method for the Testing and luation Chambers, Version 1. February 2010; 3. Compliant 'th the Collaborative for High Performance Schools California A-CHPS) Criteria Interpretatio for EQ 7. and EQ 7.1 (formerly EQ 2.2) dated July 2012 an listed in the CHPS High Performance roduct DataBase; or 4. Products cert) d under UL GREENGUARD Gold (formerly the Greeng rd Children's & Schools Program). 5.504.4.6.1 Verific 'on of compliance. Documentation shall be provid verifying that resilient flooring materials meet the p lutant emission limits. 5.504.5.3 Filters. In mecha ally ventilated buildings, provide regularly occ ied areas of the building with air filtration media for outside an return air that provides at least a Minimum E iency Reporting Value (MERV) of 8. MERV 8 filters shall be inst led prior to occupancy, and recommendatio for maintenance with filters of the! same value shall be included i he operation and maintenance manual. Exceptions: 1. An ASHRAE 10% to 15 efficiency filter shall be permitted f an HVAC unit meeting the 2013 California Energy Code ving 60,000 Btu/h or less capacity er fan coil, if the energy use of the air delivery system is 0.4 W/ m or less at design air flow. 2. Existing mechanical equip ent. 5.504.7 ENVIRONMENTAL TOBACCO SM E (ETS) CONTROL. Whe outdoor areas are provided for smoking, prohibit smoking within 25 feet of building ent s, outdoor air intakes and perable windows and within the building as already prohibited by other laws or regulation oras enforced by ordina es, regulations or policies of any city, county, city and county, California Community liege, campus of the lifornia State University, or campus of the University of California, whichever are more stri ent. When ordinance , regulations or policies are not in place, post signage to inform building occupants of the proh itions. SECTION 5.505 INDOOR MOISTU CONTRO 5.505.1 INDOOR MOISTURE CONTROL. Buildin shall meet or ceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 (Ventilation) a Chapter 14 xterior Walls). For additional measures not applicable to low-rise residential occupancies, see S tion 5.407. f this code. SECTION 5.506 INDOOR AIR QUALI 5.506.1 OUTSIDE AIR DELIVERY. For mechanically natura ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Venti tion) the 2013 California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, apt 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For bu gs or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be s ified and installed in accordance with the requirements of the 2013 California Energy Code, Section 120(c)(4). SECTION 5.507 ENVIRONMENTAL CO F RT 5.507.4 ACOUSTICAL CONTROL. Employ building as mbll and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 9 and A TM E 413, or Outdoor -Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 32, usi either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupan or where o upants are not likely to be affected by exterior noise, as determined by the enforcement aut rity, such as ctories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA -SS] For public schools d community coll es, the requirements of this section and all subsections apply only to new constructio 5.507.4.1 Exterior noise transmission, rescriptive method. all and roof -ceiling assemblies exposed to the noise source making up the buildin r addition envelope or a red envelope shall meet a composite STC rating of at least 50 or a composite OIT rating of no less than 40, ith exterior windows of a minimum STC of 40 or OITC of 30 in the following locat' ns: 1. Within the 65 CNEL noise ntour of an airport. Exceptions: a. Ldp or CNEL for litary airports shall be determined by a facility Air Installation Compatible Land Use Zone ICUZ) plan. b. Ldp or CNEL fo ther airports and heliports for which a la d use plan has not been developed shall be deter ned by the local general plan noise eleme t. 2. Within the 65 CNE r Ldp noise contour of a freeway or express y, railroad, industrial source or fixed -guideway so ce as determined by the Noise Element of the eneral Plan. 5.507.4.1.1. Noise a osure where noise contours are not readily a liable. Buildings exposed to a noise level of 65 dB eq -1-hr during any hour of operation shall have but ing, addition or alteration exterior wall and ro -ceiling assemblies exposed to the noise source me 'ng a composite STC rating of at least 45 (or OIT 35), with exterior windows of a minimum STC of 40 (o OITC 30). 5.507.4.2 Penformanc Method. For buildings located as defined in Section 5.5 .4.1 or 5.507.4.1.1, wall and roof -ceiling asse mblie x o sed to the noise source making up the building or d i n envelope or altered envelope shall be con ructed to provide an interior noise environment attributable t exterior sources that does not exceed an hourly quivalent noise level (Leq-1 Hr) of 50 dBA in occupied areas d ing any hour of operation. 5.507.4.2.1 to Features. Exterior features such as sound walls or earth ber may be utilized as appropriate the building, addition or alteration project to mitigate sound migrat n to the interior. 5.507.4.2. Documentation of Compliance. An acoustical analysis documentin complying interior sound lev shall be prepared by personnel approved by the architect or engineer record. 5.507.4.3 Inter r sound transmission. Wall and floor -ceiling assemblies separating ten t spaces and tenant spaces and p Iic places shall have an STC of at least 40. Note: xamples of assemblies and their various STC ratings may be found at the Cali rnia Office of Nois ontrol: www.toolbase.org/PDF/CaseStudies/stc-icc-ratings.pdf. SECTION 5 08 OUTDOOR AIR QUALITY 5.508.1 Ozone pletion and greenhouse gas reductions. Installations of HVAC, refrigeration and a suppression equipment sha comply with Sections 5.508.1.1 and 5.508.1.2. 5.508. Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipme that do not contai CFCs. 5.50 1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Hal s. 5.508.2 S permarket refrigerant leak reduction. New commercial refrigeration systems shall comply with t provisio of this section when installed in retail food stores 8,000 square feet or more conditioned area, and t t utilize ei er refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units o conde ng units. The leak reduction measures apply to refrigeration systems containing high -global -warming p tential (high- P) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and e repla ment of existing refrigeration systems in existing facilities. xception: Refrigeration systems containing low -global warming potential (low -GWP) refrigerant with a GVJF lue less than 150 are not subject to this section. Low -GWP refrigerants are nonozone-depleting refriger is t t include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5. .2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed be acc sible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an out e diam er (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be use In refrige nt systems except as noted below. 5. 8.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.5 2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in tems with a refrig ant charge of 5 pounds or less. 5.508. .2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a r' id base to keep vib tion levels below 8 mils. 5.508.2.1. lared tubing connections. Double -flared tubing connections may b sed for pressure controls, va pilot lines and oil. Exception: Single -fl ed tubing connections may be used with a multiring seal coate ith industrial sealant suitable for u with refrigerants and tightened in accordance with manufact er's recommendations. 5.508.2.1.4 Elbo . Short radius elbows are only permitted where space , itations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves V es and fittings shall comply with the California chanical Code and as follows. 5.508.2.2.1 Pressure re f valves. For vessels containing high -G refrigerant, a rupture disc shall be installed between the tlet of the vessel and the inlet of the pr sure relief valve. 5.508.2.2.1.1 Pressu detection. A pressure gauge, pre ure transducer or other device shall be installed in the spa between the rupture disc and th relief valve inlet to indicate a disc rupture or discharge of relief valve. 5.508.2.2.2 Access valves. Onl Schrader access valves w' a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. F systems with a refri rant charge of 5 pounds or more, valve caps shall be brass or steel and not lastic. 5.508.2.2.2.2 Seal caps. If desi ed for it, the p shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 Chain tethe . Chain hers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not rem a rom the valve during stem operation. 5.508.2.3 Refrigerated service cases. Refrigerated rvice cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-reistan erial, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration all be g1 n to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigeran eceivers with pacities greater than 200 pounds shall be fitted with a device tha indicates the level of refri ant in the recei 5.508.2.5 Pressure testing. The system all be pressure test during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressur he systern shall be charg with regulated dry nitrogen and appropriate tracer gas to bring stem pressure up to 300 psi inimum. 5.508.2.5.2 Leaks. Check th system for leaks, repair any leaks nd retest for pressure using the same gauge. 5.508.2.5.3 Allowable pr sure change. The system shall stand, altered, for 24 hours with no more than a +/- one pound pr sure change from 300 psig, measured wit he same gauge. 5.508.2.6 Evacuation. The stem shall be evacuated after pressure testing d prior to charging. 5.508.2.6.1 First v um. Pull a system vacuum down to at least 1000 'crons (+/- 50 microns), and hold for 30 minute 5.508.2.6.2 Sec d vacuum. Pull a second system vacuum to a minimum 500 microns and hold for 30 minutes. 5.508.2.6.3 T rd vacuum. Pull a third vacuum down to a minimum of 300 mic ns, and hold for 24 hours with a maxi m drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLE & SPECIAL INSPECTOR QUALIFICATION 702 QUALIF ATIONS 702.1 INST LLER TRAINING. HVAC system installers shall be trained and certified in the roper installation of AC systems including ducts and equipment by a nationally or regionally recognized tral 'ng or certification p gram. Uncertified persons may perform HVAC installations when under the direct supervl 'on and responsibilit f a person trained and certified to install HVAC systems or contractor licensed to install HV systems. Examples acceptable HVAC training and certification programs include but are not limited to the followin 1. tate certified apprenticeship programs. 2 Public utility training programs. Training programs sponsored by trade, labor or statewide energy consulting or verification organizati s. Programs sponsored by manufacturing organizations. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION HCD . When required db the enforcing agency, th qe owner or Y 9 the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third parry apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. INSPECTOR SIGNOFF PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE l+ �J _ /9 BY1'- REVIEWED FOR CODE COMPLIANCE JAN 2 7 2017 INTERWEST CONSULTING GROUP 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT NEW AG BUILDING FOR VANELLA FARMS PROJECT ADDRESS 2379 DURHAM -DAYTON HWY DURHAM, CA 95968 APN: 040-200-059-000 /QROF ESS/pNq �v S Z ti P>� s c� w No. 58201 r m EXP. 06-30-18 `!`� CI I\- �P qTF O E 1 CAL 0� RGA PROJECT # 16-467 DRAWN CORY CHECKED DR STATUS DATE 2016.12.14 GREEN CODE MEASURES (E) OFFICE (E) TRUCK SCALE DD - OVERAILL SITE PLAN SCALE ::1" = 100'-0" PROJECT AREA PROPERTY LINE UTILITY EASEMENT FENCE - 6' CHAIN LINK ADJACENT PROPERTY LINE - ^-" ROAD BOUNDARY EXISTING BUILDING OUTLINE PAVED WALK WAY 100' LEACH FIELD SETBACK AREA EROSION CONTROL SEDIMENT BARRIER 175.00 GRADE POINT PLAN CHECK # CONCRETE DRAWN LANDSCAPING CHECKED Checker LLA 2016.12.14 GRAVEL ASPHALT PAVING - ��.� pERM1T #--=g BUTTE COUNTY DEVELOPMENT FOR sERvicEs CODE COMPLIANCE DATE / BB - SITE LEGEND SCALE: 1" = 30'-0" FOR CODE COMPLIANCE JAN 2 7 2017 INTERWEST EROSION CONTROL NOTES CONSULTING GROUP 1. EROSION CONTROL MEASURES ARE TO BE INSTALLED AND OPERABLE THROUGHOUT THE YEAR 2. MAINTENANCE SHALL BE AS FOLLOWS: A) REPAIR DAMAGES CAUSED BY SOIL EROSION OR CONSTRUCTION AT OR BEFORE THE END OF EACH WORKING DAY B) INSPECT FIBER ROLLS OR SILT FENCES WEEKLY OR BEFORE AND AFTER EACH RAINFALL EVENT. REPLACE DAMAGED R NON-FUNCTIONAL FIBER ROLLS OR SILT FENCES AT THE TIME OF INSPECTION. REMOVE ANY ACCUMULATED SEDIMENT TO A SUITABLE LOCATION WHERE IT WILL NOT ERODE. 3. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEM. 4. PLASTIC MATERIALS SHALL BE PLACED UNDER ASPHALT CONCRETE PAVING AND PORTLAND CEMENT CONCRETE EQUIPMENT WHILE NOT IN USE TO CATCH AND/OR CONTAIN DRIPS AND LEAKS. S. RESIDUE FROM PORTLAND CEMENT CONCRETE OR ASPHALT CONCRETE GRIDING/SAW-CUTTING OPERATIONS SHALL BE PICKED UP BY MEANS OF A VACUUM SYSTEM OR SWEEPING AND SHALL NOT BE ALLOWED TO FLOW INTO THE STORM DRAINAGE SYSTEM. D. ALL CLEANING OF TOOLS OR EQUIPEMNT USED FOR CONCRETE, MORTER, GROUT, ETC. WORK SHALL BE PERFORMED OFFSITE OR WITHIN A DESIGNATED WASHOUT AREA. THE WASHOUT AREA SHALL CONTAIN ALL WASHOUT MATERIALS AND WATER WITHOUT LEAKING OR SPILLING AND SHALL BE DSIPOSED OF OFFSITE AND REPLACED AS NEEDED. 7. ALL CONCRETE MOTAR, GROUT, ETC. MATERIALS THAT ARE STORED ONSITE SHALL BE COVERED WITH PLASTIC OR KEPT WITHIN A WATER TIGHT ENCLOSURE AT ALL TIMES. B. ONSITE VEHICLE AND EQUIPMENT MAINTAINENCE AND FUELING IS DISCOURAGED. WHEN ANY OF THESE ACTIVITIES MUST OCCUR ONSITE, THE WORK SHALL TAKE PLACE WITHIN A BERMED AREA PROTECTED FROM RUNNOFF AT LEAST 50 FEET FROM DRAINAGE FACILITIES. SPILL CLEAN-UP MATERIALS SHALL BE AVAILABLE PRIOR TO ANY ACTIVITIES TAKING PLACE. 91. VEHICLES AND EQUIPMENT STORED ONSITE SHALL BE PLACED WITHIN A BERMED AREA PROTECTED FROM RUNNOFF AT LEAST 50 FEET FROM DRAINAGE FACILITIES. 10. ALL STOCKPILED MATERIALS SHALL BE COVERED AND PROTECTED WITH A TEMPORARY PERIMITER SEDIMENT BARRIER AT ALL TIMES. AA - EROSION CONTROL NOTES SCALE: 1/4" = P-0" r a 9 oa architecture + engineering \' GALLAWA'Y ASSOCIATES, nc. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT VANE LLA FARMS OWNER BOB VANELLA PROJECT ADDRESS 2379 URHAM-DAYTO H WY. DURHAM, CA 95968 ASSESSORS PARCEL NUMBER 040-200-059 jPRort�S/� G. No.5 f21064 Exp. 6/30/19 99\CIv1i eng RGA PROJECT # 16-467 PLAN CHECK # B16-2097 DRAWN Author CHECKED Checker STATUS DATE 2016.12.14 REVISION DATE SITE PLAN _-- --- _------ --- - - __._ _� _� __w __ _. � � _ ---- -- _- _ -- 1 Iwsm 0"A 3 1111111111110% 4 mwai 200'-0" OUT -TO -OUT OF STEEL 5 Iwe% 6 p"s rij Iwili R IW% 4 _ 1 I � t I i F4 c ❑ I L=J i N z o DIRT/GRAVEL FLOOR wl I< I ❑ I L_J i 1 c� DIRT/GRAVEL FLOOR z U5 o Q N X m' F4 F F4 x i F4 O L_J I Q I ALL DIMENSIONS INCLUDING ANCHOR BOLT LOCATIONS AND SPACING SHALL BE L J i TAKEN FROM THE FINAL "FOR CONSTRUCTION" SET OF METAL BUILDING MFR NATURE AND. DRAWINGSFOUNDATION DRAWINGS ARE GENERAL IN N f , ONLY I TYP. REPRESENT FOUNDATION SIZES, REINFORCING, AND ANCHOR ROD EMBEDMENT. m 3 S1 1 F4 - _ - - / r -ir -I F4 F-_1 I I I I I I I I I I PORTAL 0 €� I � - I IFRAM � ❑E 0_ I I ED I 1 0 1 4 HIGH EAVE I l I I I I I I _ _ .__ ❑ II L--- \ �-- — L--- L ---_J L--- L--- L—J 11-01, �F6 � F6 F6L - - - O LINE OF ROOF ABOVE M F6 1�11`6 F6 �F6 1 I A 1 1 1 1 1 CONTRACTOR TO PROVIDE CORROSION PROTECTION FOR ALL EXPOSED BOLTS TYP. FOUNDATION PLAN SCALE: 1/8" = 1'-0" GENERAL NOTES 1. GENERAL ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 3. CONCRETE / REINFORCING THE ENGINEER HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY, ALL OTHER REQUIREMENTS CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI U.N.O. OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS (DESIGNED BASED ON 2500 PSI MIN.) REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. DESIGN CALCULATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALK ALI REACTIVE AS THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI IREACTIVE THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATIEST EDITION OF THE CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, ACI CODE AND CBC APPENDIX, CHAPTER 19. AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. REINFORCEMENT COVER SHALL BE AS FOLLOWS: IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3"CONCRETE WITH SOIL OR WEATHER EXPOSURE: 00 (8) #6 VERTS, TOP OF PEDESTAL TO BOTTOM OF PIER WITH STANDARD HOOKS TYP AT EACH END PEDESTAL P PEDESTAL P -P TYPICAL A A PERMIT#� © 4A &5A BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE OF COLUMN DATE_ BY,�r STEEL COLUMN, ATOP (18" X 18"' A X HEIGHT AS SHOWN) PEDESTAL EXTERIOR A.B. PER PLAN (4) #6 VERTS, TOP OF PEDESTAL TO BOTTOM OF VARIES PIER WITH STANDARD HOOKS THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN #5 BARS AND SMALLER 1 %" Q f EMBEDMENT x 'X C -D (4) 3/4" DIA DOCUMENTS. #6 BARS AND LARGER 2" �� Q (DIM Y) X (THICKNESS) L F4 CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4LiJ X 4'-0" X 3'-0" 8 4 E.W., ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BOTT. F6 6'-0" X 6'-0" BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS; U.N.O. (D I BOTT. N REVIEW OF THE ENGINEER. iv 4 E.W., 1 11- ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE #5 AND LARGER REBAR SHALL NOT BE RE-BENT. #4 HOOPS AT 4" O.C. WITH 135 NO SCALE 6" 3" CLR: CONTRACTOR OR OWNER. ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND SOIL NEVER TO II=111x---IIII-,I DEGREE BEND AT EACH BAR END ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. BE REMOVED! tl 1- • SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1704 OF THE INTERWEST [if Jill CBC SHALL SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: ANCHOR BOLTS SHALL BE ASTM A 307 AND SHALL BE PROVIDED NEW, W/O EXCESSIVE RUST. Cl. w CONSULTING GROUP HIGH STRENGTH BOLTING OF METAL BUILDING ABOVE z -�IIIIIII E SP IAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD Y v =11,111111 OII I1-. cn D BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE rALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. Iai�A.O �cCts`CTt-1 E �pp�"'��'� S'C iNc, Cc�r�Sd�.T/►�>hiTS ILI Illi u li- w II II m�m Li Q II II oo� II II �m0- II I II zQw0V ANCHOR BOLT SCHEDULE TYP AT EACH END, U.N.O. EMBEDMENT FOOTING SCHEDULE 7'-0" X 7'-0" X 3'-0 C -D (4) 3/4" DIA 15" MARK (DIM X) X (DIM Y) X (THICKNESS) REINFORCING F4 4'-0" X 4'-0" X 3'-0" 8 4 E.W., TOP & BOTT. F6 6'-0" X 6'-0" X 3'-0" 12 4 E.W., TOP & BOTT. " 14 4 E.W., TOP & BOTT. w II II m�m Li Q II II oo� II II �m0- II I II zQw0V ANCHOR BOLT SCHEDULE TYP AT EACH END, U.N.O. EMBEDMENT F7 7'-0" X 7'-0" X 3'-0 C -D (4) 3/4" DIA 15" I I 113/4" CHAMFER, TYP (2) #4 HOOPS WITHIN. 5" REVIEWED I I I I OF TOP OF PEDESTAL, TYP,. FOOTING SCHEDULE FOR CODE COMPLIANCE #4 HOOPS AT 4" O.C. WITH 135 NO SCALE Ii t / LU -1-1 DEGREE BEND AT EACH BAR END INTERWEST Jill J 00 Cl. z CONSULTING GROUP w II II m�m Li Q II II oo� II II �m0- II I II zQw0V ANCHOR BOLT SCHEDULE A.B. TYPE A.B. SIZE EMBEDMENT A -B (4) 5/8" DIA 15" C -D (4) 3/4" DIA 15" 0 � ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 36 WITH PLATE WASHER _ REINFORCING PER 1/2" X 2 1/4" X 2 1/4" SECURED WITH DOUBLE HEAVY HEX NUTS, TYPICAL liilul SCHEDULE, TYP. 2. SITE WORK / FOUNDATIONS ASSUMED MAXIMUM SOIL BEARING = 1500 PSF (NO SOILS REPORT PROVIDED) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. tll l II-ullll=IIII=11=111111=IIII-II-IIII=III-=IIII-II=IIII=II=IIII-II=IIII-1-- L 3" CLR., TYP. UNDISTURBED NATIVE: SOILS PER PLAN PER PLAN NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY METALLIC BUILDING COMPANY FOR ANCHOR BOLT SPACING. VERIFY ALL DIMENSION PER PLAN NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. DETAIL AT SPREAD FOOTING 3 ANCHOR BOLT SCHEDULE NO SCALE NO SCALE �ESS/049 C. CD o '-j �N 69 8� 0/1 J� CIV1\, gTF0CAU L 11/10J1(p THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS i �wo 0 0 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com REVISIONS: 10 RTPC #1 11/10/16 DATE: 09/15/16 SCALE: 1/8" = 1'-0" DRAWN BY: ACJ JOB NUMBER: 16-309 SHEET: z 00 Cl. z z=� Q 0 �U m Q I:,. ILLI c = DC C) 0c) X (Di Z LL ink 0 Ll - REVISIONS: 10 RTPC #1 11/10/16 DATE: 09/15/16 SCALE: 1/8" = 1'-0" DRAWN BY: ACJ JOB NUMBER: 16-309 SHEET: