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HomeMy WebLinkAboutB16-2646 280-020-049A PROPOSED RESIDENCE FOR ERIC h KnTELYN SKI�J�J�F 1039 CENTRAL HOUSE ROAD HONCUT5 CALIFORNIA 95966 APNEN 028.020.049.000 DESIGNER O'Hare Drafting and Designs CONTACT: EI 'Hare 30 LANDING CIRCLE, SUITE 103 CHICO, CA 95973 PHONE 530 343-5954 el@oharedrafting.com & @ And At DR D.S. Door Down spout LAM LAV Laminate Lavatory Sc SCD Solid Core Seat Cover Dispenser DRAWING RELATED ITEMS SCOPE OF WORK: AB Anchor Bolt DWG Drawing LT Light SCHED Schedule A GENERAL DISCLAIMER. ALL !DESIGNS, ELEVATIONS, PLANS AND OTHER ART DISPLAYED ON THIS DRAWING A.C. Asphalt Concrete (E) Exist SD Soap Dispenser SET ARE DISCLOSED FOR THE EXCLUSIVE USE FOR WHICH THEY WERE DELIVERED TO THE OWNER THEY THIS PERMIT IS MADE TO PROVIDE ALL NECESSARY A/C AD. Air Conditioner Area Drain EA Each MAS MAX Masonry Maximum SECT SH Section Shelf, Shelving MAY NOT BE REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE OWNER. COMPONENTS FOR A NEW SINGLE STORY RESIDENCE. THE ACOUST Acoustical E.J. Expansion Joint MECH Mechanical SHT Sheet WORK SHALL BASED ON C.B.C. SECTION 2308 ADJ Adjacent ELEC Electric(al) MFR Manufacturer Sim Sheathing "CONVECTIONAL LIGHT -FRAME CONSTRUCTION" AND BE OF A.F.F. Above Finished Fbor ELEV Elevation MIN Mivmum SIM Similar B. CODE REQUIREMENTS ALL COMPONENTS OF THIS PROJECT ARE INTENDED TO COMPLY WITH WITH THE CONCRETE FOOTINGS, WOOD FRAMED FLOOR, WALLS, AND AGG Aggregate EMBED Embedment MISC Miscellaneous S.O .. Slab on Grade CODES CODES AS LISTED IN THE PROJECT INFORMATION SECTION OF THIS SHEET. ANY DEVIANCE FROM THE TRUSSED ROOF FRAMINCL PERMIT SHALL INCLUDE ALL ALUM Aluminum E.O.R. EQ Engineer of record Equal MTD Mounted SND Sanitary Napkin Dispenser WRITTEN REQUIREMENTS OR UNCERTAINTY WHICH MAY REQUIRE INTERPRETATION SHALL BE CONFIRMED IN TRADES AS REQUIRED TO COMPLETE THE PROPOSED APPROX Approximate EQUIP Equiprinent MTL Metal SNR Sanitary Napkin Receptacle WRITING BY THE JURISDICTION'S BUILDING OFFICIAL PROJECT. ARCH ASSY. Architectural Assembly EXH Exhaust MTP Metal Toilet Partition SPECS SQ Specifications Suare C. VERBAL DEFINITIONS GOVERNING CODE: ASPH Asphalt EXP EXT Expansion Exterior NIC NTS Not n Contract Not to Scale SS Stainless Steel "ACCESSIBLE" REFERS SPECIFICALLY TO COMPLIANCE WITH THE PROVISIONS FOR DISABLED PERSONS 2013 CALIFORNIA BUILDING CODE (CBC) BD Board STP Standard AS PRESCRIBED IN THE AMERICAN'S WITH DISABILITIES ACT (ADA) AND CHAPTER 11 OF THE C.B.C. 2013 CALIFORNIA RESIDENTIAL CODE (CRC) BLDG BLK(G) Building Blocking FBGL FE/FEC Fiberglass Fre Extinguisher/Cabinet O 0/ Diameter Grab Bar STOR Storage "ALIGN' MEANS THAT SIMILAR CONSTRUCTION ITEMS, (FOR EXAMPLE WALLS, WINDOWS JAMB, ETC) LINE UP 2013 CALIFORNIA ELECTRICAL CODE (CEC) BM Beam FD Floor Drain OC On Center STRL Structural ACROSS VOIDS OR DISCONTINUITIES. 2013 CALIFORNIA MECHANICAL CODE (CMC) BOT Bottom FHWS FIN W Flat Head Wood Screw Fresh OD OPG Outside Diameter Opening SUSP SYM Suspended Sym 'TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED. 2013 CALIFORNIA PLUMBING CODE (CPC)CABmetrical T FLR Floor{nig) OPP Opposite SYS System "SIMILAR" 2013 CALIFORNIA ENERGY CODE (CEC) C.B. Catch FOC Face of Concrete T Tread MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. 2013 CALIFORNIA FIRE CODE (CFC) C.B.C. Uniform Raiding Coda w/ California Amendments FOS Face of Stud PB PERIM pipe Bollard Perimeter TB Tack board D. DETAILS ARE INTENDED TO THE END RESULT OF WORK. MINOR MODIFICATIONS NECESSARY TO 2013 CALIFORNIA GREEN CODE (CALGREEN) CEM Cement FRAMG FTG Framing PERPEND Perpendicular T&G Tongue & Groove ACCOMMODATE SPECIFIC JOB CONDITIONS SHALL BE INCLUDED AS PART OF THE WORK SUBJECT TO CER Ceramic FURN Footing Furnished PFB Prefabricated) TEL Telephone APPROVAL OF THE OWNER OR E.O.R. COUNTY DATA C.I. Cast ton GA PL Property Line TEMP THK T ed Tf icckk((nness) E. NOTED DIMENSIONS TAKE PRECEDENCE OVER THE APPARENT SCALE OF A DRAWING COMPONENT. DO COUNTY - BUTTE CJ C Control Joint Center Line GALV Gauge GaIva ' ed P.LAM PLAS Plastic Laminate Plaster TOB To of Bock NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND A ASSESSORS PARCEL NUMBER 028-02 -049-000 CLG Ceiling GB Grab Bar PLYWD Plywood TOM Top of Masonry REQUEST SHALL BE MADE TO O'HARE DRAFTING & DESIGNS FOR VERBAL OR WRITTEN CLARIFICATION. LOT SIZE - 12_ ACRE CLR CMU Clear Concrete Masonry Unit G.I. G/L Galvanized Iron Glue Laminated Beam PR PT Pair pant TOP TOS Top of Plata Top of Slab F. ALL DIMENSIONS ARE TO EDGE OF SLAB, FACE OF STUD, OR CENTER LINE OF COLUMN, UNLESS ZONING - AG -20 (AGRICULTURAL 20 ACREU COL Column GLU-LAM Glue Laminated PTD Paper Towel Dispenser TOW Top of Wall OTHERWISE NOTED ON DRAWINGS. VERTICAL DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLATES, OR GENERAL PLAN - LDR (MEDIUM -NIGH DENSITY RESIDENTIAL) CONC Concrete GYP BD Gypsum Board PTD/R PTD and R tacle TPD Tort Paper Dispenser TOP OF SHEATHING UNLESS OTHERWISE NOTED ON DRAWINGS. C.D.F. - S.R.A. - NO CONN CONST Connection Construction H.B. Hose Bb PVC Polyvinyl Chloride TS TYP Tubular Steel Typical G. DEPENDING UPON THE SCALE OF THE PROJECT, MECHANICAL, ELECTRICAL AND PLUMBING (M.E.P.) FLOOD ZONE - "X" CONT Continuous HC HDR Handicapped Header R RB Riser or Radius Rubber Base LION Unless Otherwise Noted DRAWINGS MAY OR MAY NOT BE INCLUDED IN THE DRAWING SET. THE DRAWING INDEX VERIFIES WHICH CW Cold Water HDWR Hardware RD Roof Drain UR VERT Urinal Vertical SHEETS SHOULD BE INCLUDED. IF NO M.E.P. DRAWINGS ARE INCLUDED ON A SMALLER DRAWING SET IT IS OCCUPANCY GROUP: DBL Double HM Hollow Metal REF Refrigerator V.C.T. Vinyl Composition Tie THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS TO INSURE THAT ALL WORK IS SECTION 3105, GROUP R-3, (RESIDENTIAL) DET Detai HORIZ Horizontal REINF Reinforce(d) VWC Vinyl Wall Covering PERFORMED IN COMPLIANCE WITH THE APPLICABLE CODES (SEE ITEM 'B' ABOVE) IF M.E.P. DRAWINGS ARE DF Drinking Fountain/ HT Height READ Required W/ With INCLUDED SUCH DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. DIA Douglas Fir Diameter ID Inside Diameter REV RHWS Reversed Round Head Wood Screw WAIN WC I Wainscot � ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER OR E.O.R. FOR CLARIFICATION. DIM DimensionRM INSUL INT Insulation Interior Room WD Water Closet Wood PROPOSED CONSTRUCTION AREAS AND DESCRIPTION: DN Down RO Rough ng WH Water Heater H. ASSEMBLIES WITHIN RATED CONSTRUCTION REQUIRE A U.L. ASSEMBLY NUMBER RECOGNIZED BY THE JAN Janitor RWD Redwood WP Waterproof(ng) C.B.C., C.F.C. OR FIRE MARSHALL WHEN SUCH NUMBERS ARE PRESENTED ON THE DRAWINGS, IT IS CRITICAL LIVING AREA 1,381 S.F. JT Joint THAT THE ASSOCIATED ASSEMBLY MEETS THE REQUIREMENTS THEREOF AND THAT PRODUCT LITERATURE PORCH AREA 98 S.F. ABBREVIATIONS PLAN SYMBOLS MATERIAL SYMBOLS MODULE LOCATION —� CONCRETE SHEET LOCATION MODULE LOCATION GYP. BOARD F` CUT DESIGNATION SHEET LOCATION MASONRY COLUMN GRID BATT INSULATION MATCH LINE RIGID INSULATION AREA OF BUILDING SHOWN ON SHEET ' f ROOM NAME ! ORIENTED STRAND BOARD- ELEVATION OFFICE ROOM NUMBER jxSTEEL OR METAL DOOR TAG �\ BLOCKING � TOC TOS ` �— SPOT ELEVATIONS CONTINUOS PLATE F w; EXPOSED WOOD /f, 1 AN ELEVATION LOCATION BENCHMARK ELEVATION I-11-1' SOIL —631 oo ° oho ° o GRAVEL TOPOGRAPHIC CONTOUR ELEVATION .; ,. • • PROPERTY LINE ASPHALT PAVING GLAZING OR ARCHITECTURAL SPECIALTY AS NOTED \ APA RATED SHEATHING LANDSCAPING- AS NOTED RELATED TO THE COMPQNENTS OF THAT ASSEMBLY BE RETAINED ON SITE FOR INSPECTION. J. PLEASE REFER TO THE FLOOR PLAN FOR THE REQUIREMENTS OF DOORS. K. PLEASE REFER TO THE STRUCTURAL COVER SHEET FOR ADDITIONAL INFORMATION REGARDING THE GENERAL REQUIREMENTS FOR STRUCTURAL RELATED ISSUES. CONTRACTOR RELATED ITEMS 1. CONTRACTOR TO PROVIDE COPIES OF BROCHURES, SHOP DRAWINGS AND/OR FINISH MATERIAL SAMPLES TO THE OWNER 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 THE OWNER AND E.O.R. FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL ALSO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK. a 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 IN A TIMELY MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY THE OWNER AND E.O.R. 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. THE OWNER AND E.O.R. 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 RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LABILITY 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 VOID 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 ONEM 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. C.B.C. CONSTRUCTION TYPE: TYPE VB OCCUPANT LOADING: ANALYSIS IS BASED 'UPON C.B.C. TABLE 1004.1.2 TOTAL OCCUPANTS IN RESIDENTIAL AREA 1 PER 200 0 = 8 EXITING: 2 EXITS - 1 FRONT DOOR AND 1 SIDE DOOR BEDROOMS ARE PROVIDED WITH EMERGENCY EXIT114G THRU WINDOWS PER CBC (SECTION 1029) MAX. SILL HT. OF 44" AND MIN. OPENING OF 20" WIDE x 24" HIGH CODE SUMMARY PERMIT #/ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 2-22 - BY PLANNING NOTE : 1. THIS PROJECT IS LOCATED WITHIN THE "LOCAL RESPONSIBILITY AREA" AND IS REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM WHICH WILL BE A DEFERRED APPROVAL ITEM. DESIGN CRITERIA 1. TYPICAL GRAVITY LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS: SEE ROOF FRAMING PLAN, SHEET S22 2. WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING 2013 CBC CRITERIA- BASIC RITERIABASIC WIND SPEED = 85 mph (3 -second gust) 3. SEISMIC LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING 2013 CBC CRITERIA: IMPORTANCE FACTOR = 1.0 OCCUPANCY CATEGORY = I SITE CLASS = D SPECTRAL RESPONSE COEFFICIENTS: SDs = 0.50g< SDs <0.75G SEISMIC DESIGN CATEGORY = D FOUNDATIONS FOUNDATION DESIGN IS BASED ON SITE CLASS 5 MATERIAL PER TABLE 1806.2, WITH A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1,500 psf. ALL NEW FOUNDATIONS SHALL BE CAST ON UNDISTURBED SOIL EXCAVATED TO A DEPTH OF NOT LESS THAN 12 INCHES BELOW NATURAL GRADE PER SECTION R40a1.4 OF THE 2013 CRC. FOUNDATIONS SHALL_ NOT BE CAST ON FILL DIRT. ALL NEW FOUNDATION EXCAVATIONS SHALL BE CLEAN AND LEVEL AND ARE TO BE SUBJECTED TO INSPECTION AND APPROVAL BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACEMENT OF CONCRETE. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2500psi @ 28 DAYS SHT. CONTENTS ARCHITECTURAL A0.1 ARCHITECTURAL COVER SHEET A0.2 CALGREEN RESIDENTIAL MANDATORY MEASURES A1.1 OVERALL SITE PLAN A2.1 ARCHITECTURAL FLOOR PLAN A3.1 EXTERIOR ELEVATIONS AND DETAILS A3.2 BUILDING SECTIONS AND DETAILS ELECTRICAL E1 ELECTRICAL PLAN - SCHEMATIC DESIGN STRUCTURAL S1 STRUCTURAL COVER SHEET S2.1 FOUNDATION AND FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S4,1 TYPICAL FOUNDATION DETAILS S6.1 TYPICAL FRAMING DETAILS --r- ATTACHMENTS 1 ENERGY COMPLIANCE REPORT - TITLE 24 2 ROOF TRUSS CALCULATIONS PLAN SYMBOLS AND GRAPHICS LEGEND GENERAL NOTES DESIGN CRITERIA DRAWING INDEX INSPECTOR I SIGNOFF n CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.9 Planning and Design 4.106 SITE DEVELOPMENT 4.106.2 Storm water drainage and retention during construction Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to mange storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Q 4.106.3 Grading and paving The site shall bf, planned and developed to keep surface water from entering buildings. Construction plans shall indicate how the site grading or drainage system will manage surface water flows. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. french drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge DIVISION 4.2 Energy Efficiency 4.201 GENERAL Q 4.201.1 Scope (Minimum standards for energy efficiency) At a minimum, meet the California Energy Code (Title 24, Part 6) as established by the California Energy Commission. DIVISION 4.3 Water Efficiency and Conservation 4.303 INDOOR WATER USE Q 4.303.1 Water conserving plumbing fixtures and fittings Plumbing fixtures (water closets and urinals) and fittinga (faucets and showerheads) shall comply with the table below. Table -WATER USE FIXTURE TYPE FLOW RATE DURATION DAILY USES OCCUPANTS Showerheads, residential 2.0 gpm @ 80 psi 8 min. 1 Lavatory faucets, residential 1.5 gpm @ 60 psi .25 min. 3 Kitchen faucets 1.8 gpm @ 60 psi 4 min. 1 Replacement aerators 1.8 gpm @ 60 psi Flushometer valve water closets 1.6 gallons/flush Gravity tank -type water closets 1. N T rlons rushMflushI 1.6 gallons flush ema e Flushometer tank water closets 1.28 gallonslflush3 .5 ga Ion! us female ushometer va ve water c osets ga ons usema PVC weldinq e Electromechanical hydraulic water closets 1.28 gallonslflush3 ABS weldinq female rinds ga on use Adhesive orimer for olastir. e Q 4.303.1.3.2 Multiple showerheads serving one shower When a shower fixture is served by more than one showerhead, the combined flow rate of all the showerheads shall not exceed 2.0 gpm @ 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. Table 4.303.2 - FIXTURE FLOW RATE FIXTURE TYPE FLOW RATE MAXIMUM FLOW RATE AT 2:20 PERCENT REDUCTION Showerheads 2.5 gpm @ 80 psi 2gpm @ 80 psi Lavatory faucets, residential 2.2 gpm @ 60 psi 2gpm @ 80 psi Kitchen faucets 2.2 gpm rr 60 psi 2gpm @ 80 psi Gravity tank -type water closets 1.6 gallonslflush 1.28 gallonslNush' Flushometer tank water closets 1.6 gallonslflush 1.28 gallonslflush' Flushometer valve water closets 1.6 gallons/flush 1.28 gallonslflush' Electromechanical hydraulic water closets 1.6 gallons flush 1.26 gallons! lush' Urinals 1.0 ga on ush .5 ga Ion! us 1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. 2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. 0 4.303.3 Plumbing fixtures and fittings Flumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall meet the standards referenced in Table 4.303.3. (REFER TO <SHEET><DETAIL><SPECIFlCATlON> } Table 4.303.2 - STANDARDS FOR PLUMBING FIXTURES AND FIXTURE FITTINGS REQUIRED STANDARDS Water closets (toilets) - flushometer valve -type single flush, maximum flush volume ASME A 112.19.2fCSA 845.1 -1.28 gal (4.8 L) Water closets (toilets) - flushometer valve -type dual flush, maximum flush volume ASME A 112.19.14 and U.S. EPA WaterSense Tank -Type High -Efficiency Toilet Specification -1.28 gal (4.8 L) Water closets (toilets) -tank type U.S. EPA WaterSense Tank -Type High -Efficiency Toilet Specification Urinals, maximum flush volume ASME A 112.19.2/CSA 845.1-0.5 gal (1.9 L) Urinals, nonwater urinals ASME A 112.19.19 (vitreous china) ANSI Z124.9-2004 or IAPMO Z124.9 (plastic) Public lavatory faucets: Maximum flow rate - 0.5 gpm (1.9 L/min) ASME A 112.18.11CSA 8125.1 Public metering self-closing faucets: Maximum water use - 0.25 gal (1.0 L) per metering cycle ASME A 112.16.11CSA 8125.1 rResidentlal bathroom lavatory sink faucets: aximum flow rate -1.5 gpm (5.7 Llmin) ASME A 112.18.1ICSA B125.1 4.304 OUTDOOR WATER USE Q 4.304.1 Irrigation Controllers Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final Inspection shall comply with the following: 1, Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. (REFER rO <SHEET><DETAIL><SPECIFICATION> 1 INSPECTOR DIVISION 4.4 Material Conservation and Resource Efficiency SIGNOFF 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE Q 4.406.1 Rodent proofing Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. O 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 Construction waste management Recycle and/or salvage for reuse a minimum of 50 percent of the nonhazardous construction and demolition waste in accordance with either Section 4.408.2 or 4.408.4, or meet amore stringen local construction and demolition waste management ordinance Exceptions: 1, Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. Q 4.408.2 Construction waste management plan Submit a construction waste management plan in conformance with items 1 through 5. the construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source -separated) or bulk mixed (single stream) 3. Identify the diversion facility where the construction and demolition waste material will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 Waste management company Q Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1 Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 0 4.408.4 Waste stream reduction alternative Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed four (4) lbs/sq. ft. of the building area shall meet the minimum 50 percent construction waste reduction requirement in Section 4,408.1 O 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 Operation and maintenance manual At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, water -heating systems and other major appliances arid equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems, 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which Conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this [California Green Building Standards] code. DIVISION 4.5 Environmental Quality 4.503 FIREPLACES 4.503.1 General Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 Covering of duct openings and protection of mechanical equipment during construction At the time of rough installation or during storage on the construction site and until final startup of the heating and cooling equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust or debris which may collect in the system. 4.504.2 Finish material pollutant control Finish materials shall comply with this section. 4.504.2.1 Adhesives, sealants and caulks Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more I than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and coatings Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed In Table 4.504.3 shall be determined by -,lassifying the coating as a flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol paints and coatings Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 0 4.504.2.4 Verification Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 11. Manufacturer's product specification. 2. Field verification of on-site product containers. (REFER TO <SHEE7><DETAIL><SPECIFICATION>, INSPECTOR I Table 4.504.1 -ADHESIVE VOC LIMIT 1/2 SIGNOFF (Less Water and Less EXEMPT Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooding adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic tile adhastves 65 VCT and asphalt the adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 IVUI`.iVUfD0Se construction adhesives 70 Structural olazinci adhesives 100 f 750 SPECIALTY APPLICATIONS 350 PVC weldinq 510 CPVC weldinct 490 ABS weldinq 325 Plastic cement welding 250 Adhesive orimer for olastir. 550 Contact adhesive 80 special cumose contact adhesive 250 ,qtn;rtnrzI wend mnmhpr adhesive 4 adhesiveTon and frim 100 SUBSTRATE SPECIFIC APPLICATIONS 500 Meal to rnetal 30 Plastic foams 50 Porous mater;al {except wood) 50 Wood 30 Fiber lass 80 1. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional Information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168. Table 4.504.2 - SEALANT VOC LIMIT (Less Water and Less EXEMPT Compounds in Grams per Liter) SEALANTS CURRENT VOC LIMIT Archi:eciural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single-plyroof membrane 450 Other 420 SEALANT PRIMERS 50 Architectural 350 Nonporous 250 Porous 775 Modified bituminous 500 Monne deck 760 Other 750 Table 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2 3 (Grams OF voc per Liter of Coating, Less Water and less Exempt Compounds) COATING CATEGORY EFFECTIVE 111/2010 EFFECTIVE 111/2012 Flat coatings 50 Nonflat coatings 100 Nonflat-high gloss coatings 150 Specialty Coatings 0,11 Aluminum roof coatings 400 Basement specials • coatin s 400 Bituminous roof coatin s 50 8humincus roof Primers 350 Bond breakers 350 Concrete cutin cpm ponds 350 Corcrete?masonry sealers 100 Drivewav sealers 50 Dri too coatin s Iso Faux flolshIng coatings 350 Fife resistive coatings 350 Floor coatin s 100 Form -release compounds 250 Gm hic arts coatin s ision air's 500 Hloh tem erature contlnos 420 Industrial maintenanre rantircis 25n Lows lids coa n s' 1 20 _-men! coar"nq 450 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and undercoaters 100 Reactive penetrating sealers 350 Recycled coatin s 250 Root , atin s 50 Rust preventive coatings 400 250 Shellacs Clear onaciue 730 specialty rimers sealers and undercoaters 100 Slams Stono, consolidants E40 Swimming pool coatings Trak marking coatings Tub and file refinish coatings 420 Waterproofing membranes 250 Wood coatings 275 Wood preservatives 350 Zinc -rich primers 1. Grams of VOC per Iger of coating, including water and including exempt compounds. 2. The specified limits remain in effect unless revised limits are listed in subsequent columns if the table. 3. Values In this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February 1, 2008. More Information Is available from the Air Resources Board. 4.504.3 Carpet systems All carpet installed in the building interior shall meet the testing and product requirements of one of the following: 1. Carpet and Rug Institute's Green Label Plus Program. 2. California Department of Public Health "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chamber," Version 1.1, February 2010 (also known as Specification 01350.) 3. NSF/ANSI 140 at the Gold level. 4. Scientific Certifications Systems Indoor Advantage TM Gold. 4.504.3.1 Carpet cushion All carpet cushion installed In the building Interior shall meet the requirements of the Carpet and Rug Institute Green Label program. 4.504.3.2 Carpet adhesive All carpet adhesive shall meet the requirements of Table 5.504,1. 4.504.4 Resilient flooring systems: Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall comply with one or more of the following: 1. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. 2. Products compliant with CHPS criteria certified under the Greenguard Children & Schools program. 3. Certification under the Resilient Floor Covering Insitute (RFCI) Floorscore program. 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chamber," Version 1.1, February 2010 (also known as Specification 01350.) 4.504.5 Composite wood products: Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4,504.5, 4.504.5.1 Documentation: Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1, Product certifications and specifications 2. Chain of custody certifications 3. product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or the European 636 3S standards. 5. Other methods acceptable to the enforcing agency. INSPECTOR Table 4.504.5 - FORMALDEHYDE LIMITS t SIGNOFF (Maximum Formaldehyde Emissions in Parts per Million) PRODUCT CURRENT LIMIT JANUARY 1, 2012 JULY 1, 2012 Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 0.05 Particleboard 0.09 Medium density fiberboard 0,11 Thin medium densis fiberboard' 0.13 0.13 1. Values In this table are derived from those specified by the California Air Resources Sward, Air Toxins Control Measure for Composite Wood as tester/ in accordance with ASTM E 1333, For additional information, see Calif. Code of Regulations, Title 17, Sections 93120 through 93120.12. 2. Thin medium density fiberboard has a maximum thickness of 5116 inch (8 mm). 0 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General: Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 Concrete slab foundations: Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19 or concrete slab on ground floors required to have a vapor retatder by the California residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break: A capillary break shall be installed in compliance with at least one of the following: 1. A 4 -inch (101.6 mm) thick base of 112 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. for additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. (REFER TO <SHEET><DETAIL><SPECIFICATION> 1 4.505.3 Moisture content of building materials: Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1, Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. a 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans: Each bathroom shall be mechanical ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range of 50 to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (ie, built-in). Notes: 1. For purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 0 4.507.1 Openings: Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off. Covers or louvers shall have a minimum insulation value of R-4.2. C1 4.507.2 Heating and air-conditioning system design: Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACOA 2 Manual J-2004, ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACOA 1 Manual D-2009, ; ,SHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2004 or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensurt- the systems function are acceptable. CHAPTER 7 INSTALLER & SPECIAL IN%.nECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 Installer training: HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized tra*.ning or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs Include but are not limited to the following: 1. State certified apprenticeship programs 2. Public utility training programs 3. Training programs sponsored by trade, labor t;r statewide energy consulting or verification organizations 4. Programs sponsored by manufacturing organizations 5. Other programs acceptable to the enforcing agency 702.2 Special Inspection [HCD]: 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 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 budding program or standard publisher 2. Certification by a statewide energy consulting or verification organiz­nn, such as HERS raters. building performance contractors, and home energy auditors. 3. Successful completion of a third party 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 (GEC) to rate homes In California according to the Homes 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 substantiatf- 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 intere!A 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 complance, that method of compliance will be specified in the appropriate section or identified applicable checklist. PERMIT #, BU DATE _._- OVERALL SITE PLAN %I' .� f �rfr�r, III y w , � y .Y y y >✓ I v v i11 y Al ''FIBER r V v y ROLLS � y F✓J�CS�%� �< SA �r � . � y I � ,y 1rq�FOFg40, 7p �� FTF S� pThF 02oF�LF� VARIES .2 Nlz y y y y y _ � Y y y V � y INSTALL A FIBER ROLL NEAR y SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE FIBER ROLL 8" MIN J" X J' WOOD STAKES MAX 4' SPACING FIBER ROLL DETAILS SEDIMENT CONTROL '__ x __ x __ x i rwllfr.te.�tf�/IfA!lwwriwwit�.rlrw■Ifw■rlrafli♦ LEGEND EXISTING OR NEW TREE ROOF OUTLINE EXISTING FENCE SETBACK OR EASEMENT AS DESCRIBED ON DRAWING PROPERTY LINE OUTLINE OF PROPOSED RESIDENCE +/- 1,381 SO. FT. AND ATTACHED PORCH +/- 98 SO. FT. EXISTING LANDSCAPE EXISTING CONCRETE SI TEWORK PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES CODE REVIEWED FOR LATE 2 ''Z 2 BY SITE DEVELOPMENT MEASURES: Q PROVIDE STORM WATER RETENTION SYSTEM DURING CONSTRUCTION PER C.G.C. SECTION 4.106.2 DIRECT OR CHANNEL WATER DRAINAGE TO ADJACENT GRASS AREA WEST OF THE PROPOSED STRUCTURE PROVIDE SURFACE DRAINAGE PER C.G.C. SECTION 4.106.3 AND C.R.C. SECTION R40i3 PROVIDE DRAINAGE CONTROL TO DIRECT WATER AWAY FROM STRUCTURE AND INTO ADJACENT GRASS AREAS TO THE WEST. 1355.4' PFi�ADE-FAD S��-GRAf S1 -G .6i.i..wff"w .T"9 F"" JQ 4%6. SLOPFEI _.....rr... _ .. _ .. ..www .. w....w w . w... rrrr .. rrur� .. w... � . • �.. w w.. r r... w... r... w. ■ . w. w . w. .. � .. � .. � ....... r... � . AWAY FROM THE BUILDING FOUNDATION. i i ■ ■ • i ■ 100' RADIUS i LD 49 ` 1 +/- 12 ACRES r I EXIST. : C , _ _ _ iREPLAC�MENT EA) 75' LEACH LINE FIELD (REPLACEMENT AR AREA) 75' LEACH LINE ' ,� _ _ _ (REPLACEMENT AREA) 75' LEACH LINE #� - _ _ (REPL gCEMENT AREA) 75' LEACH LINE' CR — — i LEACH -LINE ' --E 75' EACH LINE L -EA -CH -LINE E 75! EACH LINE : ISE r f...w...w..■w.■■r...w...w...r..■■www..rrrrr.....■w...ar_. .....sar.wr■..arr. www .....� 1355.4' PROJECT NORTH SCALE: 1" = 50'-a' 6.*Wll TYPICAL EXTERIOR WALL - 2x6 STUDS AT 16"o.c. WITH R-19 BATT INSULATION. INTERIOR FACE SHALL BE 1/2" GYP. BD. EXTERIOR SHALL BE LAP SIDING SYSTEM OVER WALL SHEATHING PER STRUCTUPAL DRAWINGS. 2x6 PLUMBING WALL FINISH EACH SIDE WITH 1/2" GYP. BD. INTERIOR WALL - 2x4 STUDS AT 16"o.c- FILL ALL VOIDS WITH SOUND INSULATION. FOR CONNECTION DETAIL WITH EXTERIOR WALL SEE 7/S6.1 1 HOUR RATED WALL: 1HR OCC; ASSEMBLY PER CRC TABLE 8302.6 - APPLY 1/2" GYP. BD. TO STORAGE SIDE FACE OF (E) STUDS FROM STORAGE FIN. FLOOR TO ROOF SHEATHING. EDGE OF ROOF EAVE- SEE ROOF FRAMING PLAN 3070 INDICATES DOOR SIZE EXAMPLE: 3'-0" x 7'-0" 3050 INDICATES WINDOW SIZE EXAMPLE: 3'-0" x 5'-0" ALL DOORS SHALL .3E PLACED 3" OFF NEAREST PERPENDICULAR WALL UNLESS DIMENSIONED OTHER WISE. CENTER ALL WINDOWS ON INTERIOR FACE OF WALL UNLESS DIMENSIONED OTHERWISE. ALL HEADS SHALL OCCUR AT 6'-8" A.F.F. UNLESS NOTED OTHERWISE. NOTE: ALL DIMENSIONS ARE TO FACE OF STUD OR WALL OR Q OF COLUMN, U.O.N. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS. 3 PLAN L 1,381 SO. FT. LIVING SPACE ARCHITECTURAL FLOOR PLAN SCALE: �<-la EGEND & NOTES �� »� PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE "+ATE :-� 2 - 171 13 �'��' PREMANUFACTURED„x 1411 UL CAP- UL USTED �4 VEN A32 T SEE 2 TYP. S22 12 �6 - - - -1 - - - - - I 1 2 - ----- - - EXTERIOR ELEVATIONS — SOUTH FACING (FRONT) ROOF SHT'C SEE PLAN G/N TRUSSE SEE PLAN 2x SOLID BLI w/ LS50 CUF 5 1/4” GUTTE 2x6 FACSIA NOTES ON VENTILATION: UNDERFLOOR: (CRC R408.1) UNDER -FLOOR AREAS ARE REQUIRED TO BE VENTED AT A RATIO OF 1 SQUARE FOOT PER 150 SQUARE FEET. THE TOTAL AREA OF UNDER -FLOOR AREA IS 1,381 SQUARE FEET. THIS REQUIRES 9.2 SQUARE FEET OF VENTINGL EACH FLOOR VENT PROVIDES .36 SQUARE FEET NET -FREE AREA 20 VENTS REQUIRED SPACED EVENLY AROUND PERIMETER OF BUILDING = 72 SQ. FT. AND CRAWL SPACE WITH 2.3 SQUARE FEET NET -FREE AREA = 7.2 + 2.3 = TOTAL OF 9.5 5Q. FT. O.K. ATTICS: (CRC R806.1) COMP. ATTICS ARE REQUIRED TO BE VENTED AT THE RATIO OF 1 SQ. FT. PER 300 CLASS CLASS A ROOFING COLOR BY OWNER SQUARE FEET OF ATTIC AREA WHEN MECHANICALLY VENTILATED. THE OVER 15 lbs FELT TOTAL AREA OF ATTIC IS 1,381 SQ. FT. PLUS 98 SQ. FT. FRONT PORCH = 1,479 SQ. FT. THIS REQUIRES 4.9 SQUARE FEET OF VENTING. EACH 3 1/2" x 22" EAVE VENT PROVIDES .38 SO. FT. OF VENTING, PROVIDE 8 EAVE VENTS (OR EQUAL) EVENLY SPACE TO LOWER + 2 GABLE END VENTS PROVIDE 1.0 +9' 0" _ SQ. FT. EA. 3.0 EAVE + 2.0 = 5.0 SQ. FT > 4.9 SO. FT. REQD.) O.K. R HT. SAFETY GLAZING REQUIREMENTS: Q SAFETY GLAZING (ALL PANES TEMPERED) AT HAZARDOUS LOCATIONS I ALL DOORS AND WITHIN 24" OF DOORS IN CLOSED POSITION. 2 WINDOWS WITHIN 36" HORIZONTALLY OF WALKING SURFACES BELOW 60" IN HEIGHT. 3. WITHIN BATHTUB AREA WHERE THE BOTTOM OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING SURFACE. HARDIPLANK LAP— 2x6 STUDS @ 16"o.c. EXTERIOR SIDING - SEE ARCH RIM JOIST 2x6" P.T. SILL- ANCHOR PER - SHR. WALL SCHED. OR PER SHT. S1, FOUND. NOTE #6 W/ 3"x3"x1/4" SQUARE WASHER, TYP. FLR SHT'G. SEE PLAN' BLK'G. @ 4'-0"oc. 110 WALL SECTION — EAVE ENDS SIDING COLOR PER OWNER +0,_0n OIL FIN. FLOOR 9'_0 + CHT. +0' 0.` OL FL00 I'VE - 'fA;l 6 SCALE:a.�a EXTERIOR ELEVATIONS — NORTH FACING (REAR) — 5 1% 6 A32 A3.2 _ -----_ - -- ------------ ------ ---- 8 EXTERIOR ELEVATIONS — EAST FACING (SIDE) 91011 HT. +01-011 EXTERIOR ELEVATIONS — WEST FACING (SIDE) MANUFACTURED v1NEY CAP- _ISTED )IPLANK LAP IG COLOR PER IER ELECTRICAL PANEL ETER SCALE: 1/4" = 1'-0" rERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE r)ATE BY SCALE: 1/4" = 1'-0" 6 5 A32 A32 n 40yr. COMP. CLASS A ROOFING COLOR BY OWNER OVER 15 lbs FELT INDICATES WINDOW OPERATION INDICATES DOOR SWING 1 � 6vd 1_/ {� FLOORVENTS TO HAVE MIN. OPENINGS OF MAX. OF 1/4" HARDIPLANK LAP SIDING COLOR PER OWNER SCALE: 1/4" = 1'-0" ffi .. i 0 ROOF SH I SEE PLAN 2x6 FACSIA 2x FLAT OU SEE PLAN G/N TRUSS[ SEE PLAN 2x6 STUDS @ 16"o.c. EXTERIOR SIDING - SEE ARCH RIM JOIST 2x6" P.T. SILL- ANCHOR PER SHR. WALL --- SCHED. OR PER SHT. S1, FOUND. NOTE #6 W/ 3"x3"xV4" SQUARE WASHER, TYP. FLR SHT'G. SEE PLAN' =1I1 �1 -111-- T-on no 5 +01011 A TRANSVERS FLR. JOISTS w/ PLYWD., SEE PLAN PROVIDE R19 INS. BTWN. JOISTS E BUILDING SECTION PROVIDE R38 ROOF INS. 12 — 16 OIL +-01-01 '-r FIN. F LI 1. VVIV 1 V VV/ PLYWD., SEE PLAN PROVIDE R19 INS. BTWN. JOISTS TRANSVERSE BUILDING SECTION SCALE: 1/4" = 1'-0" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOPI CODE COMPLIANCE 7, D/7E ` i' l BY SCALE: 1/4" = 1'-0" BEAM POCKET DETAIL 'OHT 011 BEAM �. HT SEE FRMG PLAN 8 2x STUD WALL A3.2 SEE FRMG. PLAN ADD 2x STUD EA SIDE OF BEAM w/ 6-16d's TO BEAM & 16d's @ 12"o.c. TO POST �N., 4x POST, BELOW Fl BEAM ---FLR. JOISTS, TY TYPP. . 54.1 ONGITUDINAL BUILDING SECTION 3 SCALE: 1/4" = 1'-0" z MT W CD E 110 � co O V UAL U co cz lot UUP ami .-. im rooms sm Z3 :E LO O O 1w C'7 I r' Z o 0 O CC OLL � o z W [� Coll off« z o w m o cc w Zcr- w �m GJ �- z z O Z rrQ-i v 00 F - VU a 0w U U a 0U�o0Ec d 0 Q� w WQ J W U W CO IT r O C77 7 O r N W ZO w Z a 0 0 w or w m w m 0 o v, z 0 z 0 z 0 z 0 D U c a JOB NUMBER 16-023 BUILDING SECTIONS A3.2 SHEET NUMBER 200 amp MAIN ELECT. PANEL w/ METER TANKLESS PROPANE WATER HEATER �11 IL ®LAUNDRY Ail 0 +48' (t V @ i DINT G \ � I I /J Nr I G. i M• �� )3__� LEVITON OR EQUAL. COLOR BY OWNER. 1} 3 WAY LIGHT SWITCH. COLOR BY OWNER � 4 WAY LIGHT SWITCH. COLOR BY OWNER SD DOOR OPERATOR SWITCH (LOW VOLTAGE.) ST TIMER SWITCH w/ - DETECTOR, WHERE INDICATED STANDARD DUPLEX RECEPTACLE n** MIN. 30 AMP 220 volt RECEPTACLE —B SINGLE OUTLET RECEPTACLE (DEDICATED CIRCUIT) CEILING MOt 11,1TED EXHAUST FAN - PROVIDE A 50 Cfm MINL FAN AT SPLIT RECEPTACLE OR SWITCHED OUTLET GFI@ GLFI OUTLET AND HUMIDISTAT CAPABLE OF ADJUSTMENT BTWN. A RELATIVE - S4 \ r i I GREAT ROOM 1 1 U7 © ENTRY �. S4 ENTRY PORCH ❑ ❑ MASTER BEDROOM i r R� V) 1 Is, X11� MASTER THROO LIN /C TH #2 l6 TUB SHWF SHLF. & POLE ss? S QG uo 0 I 0 BEDROOM #2 PROJECT NORTH 10 WALL EQUIPMENT (SOLID GRAPHICS S SINGLE POLE LIGHT SWITCH. QUITE STYLE AS MFR. BY 4" RECESSED LIGHT FIXTURE ALL RECESSED LIGHTS MUST BE LEVITON OR EQUAL. COLOR BY OWNER. S3 3 WAY LIGHT SWITCH. COLOR BY OWNER S4 4 WAY LIGHT SWITCH. COLOR BY OWNER SD DOOR OPERATOR SWITCH (LOW VOLTAGE.) ST TIMER SWITCH w/ - DETECTOR, WHERE INDICATED STANDARD DUPLEX RECEPTACLE n** MIN. 30 AMP 220 volt RECEPTACLE —B SINGLE OUTLET RECEPTACLE (DEDICATED CIRCUIT) CEILING MOt 11,1TED EXHAUST FAN - PROVIDE A 50 Cfm MINL FAN AT SPLIT RECEPTACLE OR SWITCHED OUTLET GFI@ GLFI OUTLET AND HUMIDISTAT CAPABLE OF ADJUSTMENT BTWN. A RELATIVE FOURPLEX RECEPTACLE EXTERIOR W.P. & GzF.I. DUPLEX OUTLET A PHONE JACK e VOICE/ DATA OTELEVISION JACK LOCATION ELECTRICAL FLOOR PLAN SCALE: 1/4" = 1'-0" CEILING MOUNTED EQUIPMENT ® 4" RECESSED LIGHT FIXTURE ALL RECESSED LIGHTS MUST BE SURFACE MOUNTED FLUORESCENT FIXTURE APPROVED FOR ZERO -CLEARANCE INSULATION COVE ELECTRONIC OWNER TO SELECT BALLAST AND AIR TIGHT. Q CEILING MOUNTED DUPL =X RECEPTACLE ®C.M. HARD WIRED & INTERCONECTED SMOKE DETECTOR w/ BATTERY BACK UP C.M. CARBON MONOXIDE SURFACE MOUNTED CEILING LIGHT.CENTER LIGHT IN ROOM w/ - DETECTOR, WHERE INDICATED Q DOOR BELL SWITCH C@ DOORBELL CHIME 1- 1 1 CEILING MOt 11,1TED EXHAUST FAN - PROVIDE A 50 Cfm MINL FAN AT BATHROOMS CONTROLLED WITH A TIMER TO PROVIDE 50% TIME ON AND HUMIDISTAT CAPABLE OF ADJUSTMENT BTWN. A RELATIVE HUMIDITY RANGE OF 50% TO 80%. PROVIDE SUPPORT & WIRE FOR CEILING FAN WITH SURFACE MOUNTED LIGHT FIXTURE PERMIT # BUTTE CgUNTy DEVELCPMENT S�FiVICES REVIEWED POR ELECTRICAL NOTES CCS L�0Fi ALL PORTIONS OF THIS DRAWING ARE SUBJECT TO THE 2013 EDITION &TTHE` `'�` _ 1 L CALIFORNIA ELECTRICAL CODE. ALL WIRE SHALL BE INSTALLED IN WALL STUD BAYS OR ATTIC WHEN POSSIBLE. ARC FAULT CIRCUIT -INTERRUPTER PROTECTION TO ALL 120v, SINGLE PHASE, 15 & 20arrp BRANCH CIRCUTS SUPPLYING OUTLETS IN DWELLING PER 210.12(A) OF THE 2013 CEC. ALL 125v, SINGLE PHASE, 15 & 20arrp RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT IN DWELLING PER THE 2013 CEC. LIGHT FIXTURES IN KITCHEN - MINIMUM 50% OF THE TOTAL WATTAGE RATING TO BE HIGH EFFICIENCY. LIGHT FIXTURES IN BATHROOMS - MINIMUM OF ONE HIGH L 'FICIENCY. ALL OTHERS SHALL BE HIGH EFFICIENCY OR OCCUPANCY SENSOR CONTROLLED. LIGHT FIXTURES IN GARAGE & LAUNDRY RM - TO BE CONTROLLED BY OCCUPANCY SENSORS. LIGHTING INSTALLED IN ROOMS OTHER THAN KITCHENS, BATHROOMS, GARAGE, LAUNDRY ROOMS SHALL BE HIGH EFFICIENCY OR BE CONTROLLED BY DIMMERS OR OCCUPANCY. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES TO BE LABELED "SUITABLE FOR DAMP LOCATION" PER THE 2013 CEC ART. 410.10 (A) & (D). ALL OUTDOOR LIGHTING TO BE HIGH EFFICIENCY OR TO BE CONTROLLED BY OCCUPANCY SENSORS, PHOTOCONTROL, TIME CLOCK OR. ENERGY MANAGEMENT CONTROL SYSTEM. BATHROOM RECEPTACLES TO BE GFCI & SUPPLIED BY AT LEAST ONE 20amp BRANCH CIRCUIT, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2013 CEC Art. 210.11 (C) (3) KITCHEN RECEPTACLES TO BE GFCI & SUPPLIED BY AT LEAST TWO 20amp BRANCH CIRCUITS, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2013 CEC Art. 210.11 (C) (3) ALL CEILING MOUNTED FANS SHALL HAVE DIMMER CONTROLLED LIGHTS. PROVIDE MOTOR CONTROL RATED SWITCHING FOR EACH FAN. G.C. TO COORDINATE FIXTURE SELECTION AND PRICING WITH OWNER. ONLY SPECIAL OUTLETS HAVE BEEN DEPICTED ON THIS PLAN. GENERAL CONVENIENCE OUTLETS SHALL BE INSTALL SO THAT NO POINT ON ANY WALL IS MORE THAN 6'-0" AWAY FROM ANY OUTLET. THIS APPLIES TO ANY WALL OVER 2'-0" IN LENGTH. FOR ADDITIONAL INFORMATION SEE ARTICLE 210.52 OF THE 2013 CALIFORNIA ELECTRICAL CODE. ALL OUTDOOR AND GARAGE OUTLETS SHALL BE PROVIDED WITH GLFJ. PROTECTION IN COMPLIANCE WITH CALIFORNIA ELECTRICAL CODE. ALL WIRE SHALL BE 12 GA COPPER. INSTALL ALL WIRE ON 20 GA. CIRCUIT WITH MAXIMUM NUMBER OF OUTLETS ON ANY GIVEN CIRCUIT NOT TO EXCEED 12. SPECIAL APPLIANCES ARE SHOWN WITH A SINGLE OUTLET SYMBOL AND SHALL BE SERVED BY A DEDICATED CIRCUIT , ALL ELECTRICAL BOXES SHALL BE PLASTIC NAIL ON TYPE IF THE CONTRACTOR CHOOSES TO USE METAL BOXES FOR A SPECIFIC LOCATION, THE BOX SHALL BE GROUNDED IN COMPLIANCE WITH THE C.E.C. PROVIDE 1 1/4" P.V.C. CONDUIT STUBBED THROUGH THE PLATE LINE & ATTACHED TO A ROOF RAFTER FOR ALL LOW VOLTAGE OUTLETS. (PHONE AND TV) LOW VOLTAGE LINES WITHIN THE GARAGE (IRRIGATION AND DOOR SENSORS) SHALL BE INSTALLED PRIOR TO INSTALLATION OF GYP. BD. FIRE CAULK ALL PENETRATIONS INTO OCCUPANCY SEPARATION WALL. BRANCH CIRCUTS PROVIDED TO SUPPLY LAUNDRY ROOM TO HAVE NO OTHER OUTLETS ATTACHED. HEATING - (PRIMARY) PROPANE DIRECT VENT w/ 31,000btu'S OR EQUAL. (SECONDARY) WOOD FIREPLACE INSERT TO BE US E.PA CERTIFIED WOOD STOVE INSERT MANUF. BY TRAVIS INDUSTRIES MODEL 36 ELITE OR EQUAL COOLING - WHOLE HOUSE FAN TO BE RATED 3,190 CFM, 320 WATTS. 0 INDOOR AIR QUALITY REQUIREMENTS BASED ON RES. ENERGY COMPLIANCE MANUAL TABLE 4-14 - REQ'D VENT RATE ( <1,500sf, 2 BEDROOMS) = 45cfm 2 - 50cfm BATHROOMS FANS RUN INTERMITTENT @ 50% OF THE TIME. 2 x 50cfm = 100cfm x.5 TIME = 50cfm > 45cfm REQ'D. O.K. ENVIRONMENTAL AIR DUCT EXFTUM MALL BE EQUIPPED w/ BACK -DRAF DA P TERMINATE NOT LESS THAN 3 FT. FROM BLDG. OPENINGS SURFACE MOUNTED FLUORESCENT FIXTURE Q OWNER TO SELECT FROM CONTRACTOR APPROVED LIST WALL MOUNTED LIGHTING FIXTURE SURFACE MOUNTED CEILING LIGHT.CENTER LIGHT IN ROOM PERMIT # BUTTE CgUNTy DEVELCPMENT S�FiVICES REVIEWED POR ELECTRICAL NOTES CCS L�0Fi ALL PORTIONS OF THIS DRAWING ARE SUBJECT TO THE 2013 EDITION &TTHE` `'�` _ 1 L CALIFORNIA ELECTRICAL CODE. ALL WIRE SHALL BE INSTALLED IN WALL STUD BAYS OR ATTIC WHEN POSSIBLE. ARC FAULT CIRCUIT -INTERRUPTER PROTECTION TO ALL 120v, SINGLE PHASE, 15 & 20arrp BRANCH CIRCUTS SUPPLYING OUTLETS IN DWELLING PER 210.12(A) OF THE 2013 CEC. ALL 125v, SINGLE PHASE, 15 & 20arrp RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT IN DWELLING PER THE 2013 CEC. LIGHT FIXTURES IN KITCHEN - MINIMUM 50% OF THE TOTAL WATTAGE RATING TO BE HIGH EFFICIENCY. LIGHT FIXTURES IN BATHROOMS - MINIMUM OF ONE HIGH L 'FICIENCY. ALL OTHERS SHALL BE HIGH EFFICIENCY OR OCCUPANCY SENSOR CONTROLLED. LIGHT FIXTURES IN GARAGE & LAUNDRY RM - TO BE CONTROLLED BY OCCUPANCY SENSORS. LIGHTING INSTALLED IN ROOMS OTHER THAN KITCHENS, BATHROOMS, GARAGE, LAUNDRY ROOMS SHALL BE HIGH EFFICIENCY OR BE CONTROLLED BY DIMMERS OR OCCUPANCY. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES TO BE LABELED "SUITABLE FOR DAMP LOCATION" PER THE 2013 CEC ART. 410.10 (A) & (D). ALL OUTDOOR LIGHTING TO BE HIGH EFFICIENCY OR TO BE CONTROLLED BY OCCUPANCY SENSORS, PHOTOCONTROL, TIME CLOCK OR. ENERGY MANAGEMENT CONTROL SYSTEM. BATHROOM RECEPTACLES TO BE GFCI & SUPPLIED BY AT LEAST ONE 20amp BRANCH CIRCUIT, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2013 CEC Art. 210.11 (C) (3) KITCHEN RECEPTACLES TO BE GFCI & SUPPLIED BY AT LEAST TWO 20amp BRANCH CIRCUITS, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2013 CEC Art. 210.11 (C) (3) ALL CEILING MOUNTED FANS SHALL HAVE DIMMER CONTROLLED LIGHTS. PROVIDE MOTOR CONTROL RATED SWITCHING FOR EACH FAN. G.C. TO COORDINATE FIXTURE SELECTION AND PRICING WITH OWNER. ONLY SPECIAL OUTLETS HAVE BEEN DEPICTED ON THIS PLAN. GENERAL CONVENIENCE OUTLETS SHALL BE INSTALL SO THAT NO POINT ON ANY WALL IS MORE THAN 6'-0" AWAY FROM ANY OUTLET. THIS APPLIES TO ANY WALL OVER 2'-0" IN LENGTH. FOR ADDITIONAL INFORMATION SEE ARTICLE 210.52 OF THE 2013 CALIFORNIA ELECTRICAL CODE. ALL OUTDOOR AND GARAGE OUTLETS SHALL BE PROVIDED WITH GLFJ. PROTECTION IN COMPLIANCE WITH CALIFORNIA ELECTRICAL CODE. ALL WIRE SHALL BE 12 GA COPPER. INSTALL ALL WIRE ON 20 GA. CIRCUIT WITH MAXIMUM NUMBER OF OUTLETS ON ANY GIVEN CIRCUIT NOT TO EXCEED 12. SPECIAL APPLIANCES ARE SHOWN WITH A SINGLE OUTLET SYMBOL AND SHALL BE SERVED BY A DEDICATED CIRCUIT , ALL ELECTRICAL BOXES SHALL BE PLASTIC NAIL ON TYPE IF THE CONTRACTOR CHOOSES TO USE METAL BOXES FOR A SPECIFIC LOCATION, THE BOX SHALL BE GROUNDED IN COMPLIANCE WITH THE C.E.C. PROVIDE 1 1/4" P.V.C. CONDUIT STUBBED THROUGH THE PLATE LINE & ATTACHED TO A ROOF RAFTER FOR ALL LOW VOLTAGE OUTLETS. (PHONE AND TV) LOW VOLTAGE LINES WITHIN THE GARAGE (IRRIGATION AND DOOR SENSORS) SHALL BE INSTALLED PRIOR TO INSTALLATION OF GYP. BD. FIRE CAULK ALL PENETRATIONS INTO OCCUPANCY SEPARATION WALL. BRANCH CIRCUTS PROVIDED TO SUPPLY LAUNDRY ROOM TO HAVE NO OTHER OUTLETS ATTACHED. HEATING - (PRIMARY) PROPANE DIRECT VENT w/ 31,000btu'S OR EQUAL. (SECONDARY) WOOD FIREPLACE INSERT TO BE US E.PA CERTIFIED WOOD STOVE INSERT MANUF. BY TRAVIS INDUSTRIES MODEL 36 ELITE OR EQUAL COOLING - WHOLE HOUSE FAN TO BE RATED 3,190 CFM, 320 WATTS. 0 INDOOR AIR QUALITY REQUIREMENTS BASED ON RES. ENERGY COMPLIANCE MANUAL TABLE 4-14 - REQ'D VENT RATE ( <1,500sf, 2 BEDROOMS) = 45cfm 2 - 50cfm BATHROOMS FANS RUN INTERMITTENT @ 50% OF THE TIME. 2 x 50cfm = 100cfm x.5 TIME = 50cfm > 45cfm REQ'D. O.K. ENVIRONMENTAL AIR DUCT EXFTUM MALL BE EQUIPPED w/ BACK -DRAF DA P TERMINATE NOT LESS THAN 3 FT. FROM BLDG. OPENINGS ABBREVIATIONS ;, A.B. ANCHOR BOLTS ABT. ABOUT AGGR. AGGREGATE ANC. ANCHOR APPROX. APPROXIMATE APUD. APPROVED ARCH. ARCHITECT ASPH. ASPHALT ASSY. ASSEMBLY BD. BOARD BLDG. BUILDING, BLK. BLOCK BLK'G. BLOCKING BM. BEAM B.N. BOUNDARY NAIL BOT. BOTTOM BR'G. BEARING BTWN. BETWEEN CANTIL. CANTILEVER C.B.C. CALIFORNIA BUILDING CODE CLG. CEILING CLR. CLEAR C.M.U. CONCRETE MASONRY UNIT COL COLUMN C.J. CONTROL JOINT CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CSK COUNTERSINK DBL. DOUBLE D.F.L. DOUGLAS FIR, LARCH DIA DIAMETER DIAG. DIAGONAL DIM. DIMENSION DML. DEMOLISH, DEMOLITION DO. REPEAT DP. DEEP DRWG} DRAWING DTL DETAIL (E) EXISTING EA EACH E.F. EACH FACE ELEV. ELEVATION E.N. EDGE NAIL EN& ENGINEER E.W. EACH WAY EXT. EXTERIOR FDN. FOUNDATION F.F. FINISH FLOOR F.G. FINISH GRADE FLR. FLOOR F.N. FIELD MAIL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD FRM'G. FRAMING FT. FOOT FTC} FOOTING FUR. FURRING ga. GAGE GALV. GALVANIZED G/L GLU-LAMINATED G/N GANG -NAIL TRUSS GYP. GYPSUM HD. HOLDDOWN HDR. HEADER H.S.B. HIGH STRENGTH BOLTS HSS HOLLOW STRUCTURAL SECTION HT. HEIGHT HORIZ. HORIZONTAL I.D. INSIDE DIAMETER LF. INSIDE FACE IN. INCH INT. INTERIOR J.H. JOIST HANGER JST. JOIST JT. JOINT K KIP, KILO -POUND L.L. LIVE LOAD L.L.H. LONG LEG HORIZONTAL L.LV. LONG LEG VERTICAL LT. LIGHT LT.WT. LIGHT WEIGHT LOCS. LOCATIONS L.S.L. LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER MACH. MACHINE MATL. MATERIAL MAX MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL MEZZ. MEZZANINE MFG'R. MANUFACTURER M.I.W. MALLEABLE IRON WASHER MIN. MINIMUM MISC. MISCELLANEOUS MTL. METAL (N) NEW NO. NUMBER NOM. NOMINAL N.SA NELSON STUD ANCHOR N.T.S. NOT TO SCALE Q.C. ON CENTER O.D. OUTSIDE DIAMETER O.F. OUTSIDE FACE O.H. OPPOSITE HAND OPN'G OPENING OPP. OPPOSITE ORIO ORIGINAL O.S.B. ORIENTED STRAND LUMBER O.W.G. OPEN WEB GIRDER O.W.J. OPEN WEB JOIST o/ OVER PEN. PENETRATION PERP. PERPENDICULAR PLC'S. PLACES PLY. PLYWOOD P.M.D. PLY -METAL DRILLERS PSI. POUNDS PER SQUARE INCH PRL. PARALLEL PSF. POUNDS PER SQUARE FOOT P.S.L. PARALLEL STRAND LUMBER P/T POST TENSIONING P.T.D.F. PRESSURE TREATED DOUGLAS FIR PFB. PRE -FABRICATED RAD, r. RADIUS REF. REFERENCE, REFER TO REINF. REINFORCING REBAR REINFORCING STEEL BAR RF ROOF RS ROUGH SAWN REQ'D. REQUIRED REV. REVISED, REVISION R.H.W.S. ROUND HEAD WOOD SCREWS RM. ROOM SAD. SEE ARCHITECTURAL DRAWING S.B. SOLID BLOCKING SCHED. SCHEDULE SDS SIMPSON STRONG DRIVE SCREW' SECT. SECTION SHT. SHEET SHTG SHEATHING SIM. SIMILAR S.O.G. SLAB ON GRADE SPEC. SPECIFICATION SQ. SQUARE STD. STANDARD STL. STEEL STIFF. STIFFENER STRUCT. STRUCTURAL S.T.S. SELF -TAPPING SCREW S.W. SHEAR WALL SYM. SYMMETRICAL T & B TOP & BOTTOM T & G TONGUE & GROOVE T.F.J.H. TOP FLANGE JOIST HANGER THK THICK T.N. TOE NAIL T.O.FTG. TOP OF FOOTING T.O.R TOP OF PLATE T.O.PL.Y. TOP OF PLYWOOD T.O.S. TOP OF SLAB T.O.W. TOP OF WALL T.O.STL. TOP OF STEEL TS TUBE STEEL, SEE 'HSS' TYP. TYPICAL U.B.C. UNIFORM BUILDING CODE U.O.N. UNLESS OTHERWISE NOTED VERT. VERTICAL W.P. WORK POINT W/ WITH W/o WITHOUT W, WF WIDE FLANGE STEEL SECTION W.W.F. WELDED WIRE FABRIC & AND @ AT X BY CENTERLINE 0 DIAMETER = EQUALS # POUNDS, NUMBER R. PLATE 1:2 1.3 1.4 LR GENERAL CONDITIONS ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2013 EDITION OF TITLE 24, PART TWO, CALIFORNIA BUILDING CODE AS WELL AS ALL APPLICABLE LOCAL, MUNICIPAL, STATE AND FEDERAL REGULATIONS. ALL WORK IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT AND FIELD INSPECTOR. ICBO REPORTS, ASTM SPECIFICATIONS AND CBC STANDARDS REFERENCED IN THESE DRAWING SHALL BE OF THE LATEST REVISION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES OR INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE DESIGNERS ATTENTION BEFORE WORK PROCEEDS. THE CONTRACT DRAWINGS AIJD SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLES OTHERWISE INDICATED, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT SHORING OF RETAINING WALLS, AND TEMPORARY LATERAL BRACING OF THE STRUCTURE. ANY CHANGES MADE TO THE PLANS WILL REQUIRE A REVIEW AND APPROVAL BY THE DESIGNER. IF ANY CHANGES ARE MADE WITHOUT THE DESIGNER'S APPROVAL, THE DESIGNER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. 6.2.5 USE SINGLE TRIMMER EACH END OF EACH BEAM AND HEADER UNLESS OTHERWISE NOTED ON ST RUC��US PLANS AND DETAILS. GEP�EFAL 3.2 CONCRETE REINFORCING STEEL 3.2.1 REINFORCING STEEL SHALL CONFORM TO A615 GRADE 60 IN ALL CONCRETE AND MASONRY S UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL BE ASTM A706. A706 REBAR SHALL BE WELDED PER THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE, CBC 1903.5.2, AND UBC STANDARD 19-1. 3.2.2 CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTEM A CONCRETE CAST AGAINST AND EXPOSED TO EARTH------------ 3" S B. INTERIOR STRUCTURAL SLABS, TOP AND BOTTOM --------------- 3/4" C. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 06 BAR OR LARGER ------------------------------------------------------- 2" #5 BAR AND SMALLER--------------------------------------------------- 1-1/2„ 1.6 REVIEW OF SHOP DRAWINGS AND/OR TRUSS CALCULATIONS BY THE DESIGNER DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THIS REVIEW IS ONLY A CHECK FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATING HIS WORK WITH THAT OF OTHER TRADES; AND PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. 1.7 IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS OR CALLED FOR IN NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL RESEMBLE SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE DESIGNER. 2 DESIGN CRITERIA 2.1 SEE SHEET A0.1 FOR CRITERIA 3.1 CONCRETE 3.1.1 PORTLAND CEMENT SHALL CONFORM TO ASTM C150-89, TYPE II OR III -LOW ALKALI. AGGREGATES SHALL CONFORM TO ASTM C-33 PER THE CALIFORNIA BUILDING CODE. MAXIMUM AGGREGATE SIZE FOR FOOTINGS AND MASS CONCRETE SHALL NOT EXCEED 1-1/211 . 3.1.2 ALL CONCRETE MIXES SHALL INCLUDE A POLYMER BASED WATER REDUCING ADMIXTURE PER ASTM C494. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.55. 3.1.3 FLY ASH SHALL CONFORM TO ASTM C618, CLASS F. FLY ASH SHALL NOT EXCEED 15% OF CEMENT BY WEIGHT, AND SHALL NOT EXPERIENCE A LOSS ON IGNITION OF GREATER THAN 1%. 3.1.4 SHRINKAGE AT 28 DAYS SHALL NOT EXCEED .055% FOR DRY CURING AS DETERMINED BY ASTM C157. 3.1.5 REINFORCING BARS, ANCHOR BOLTS AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE. 3.1.6 MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" FOR FOOTINGS, MASS CONCRETE, AND SLABS -ON -GRADE, AND 4" FOR OTHER CONCRETE. 3.1.7 MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: PSI DAYS A FOOTINGS 2500 28 B. SLABS -ON -GRADE 2500 28 C. LEAN CONCRETE FILL 1000 28 3.1.8 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER UNLESS DETAILED OTHERWISE. 3.1.9 THE OUTSIDE DIAMETER (O.D) OF CONDUIT OR PIPE PLACED IN THE PLANE OF A SLAB -ON -GRADE SHALL NOT EXCEED 3096 OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB. CLEAR SPACING BETWEEN ADJACENT CONDUITS OR PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 3.1.10 SURFACES OF JOINTS REFERENCED AS "COLD JOINTS", SHALL BE TROWELED OR OTHERWISE FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. 3.2.3 WIRE MESH SHALL CONFORM TO ASTM A185, AND SHALL BE LAPPED i & 1/2 SPACES (12" MINIMUM). 3.2.4 ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 3.2.5 REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. ANY ADDITIONAL SPLICING SHALL REQUIRE REVIEW FROM THE DESIGNER. 6.1 FRAMING LUMBER 6.1.1 ALL FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH AND SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY. ALL SILLS, PLATES, SLEEPERS, LEDGERS & NAILERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR AND EACH PIECE SHALL BEAR THE AW.PA STAMP. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES UNLESS OTHERWISE NOTED ON PLANS. A STUDS B. SILL PLATES 2" TO 4" THICK C. BEAMS AND HEADERS: 2" TO 4" THICK 4" AND WIDER 5" AND THICKER D. POSTS E. 2x RAFTERS AND JOISTS F. TOP PLATES & LEDGERS G. MISC. FRM'G AND BLK'G NOT NOTED ABOVE MAX. MOISTURE 6.1.2 PLYWOOD SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-95 AND EACH PANEL SHALL BEAR APA STAMP. STAGGER SHEETS N-0" AND APPLY WITH FACE GRAIN PARALLEL TO SUPPORTS AT SHEAR WALLS AND PERPENDICULAR TO SUPPORTS TO ROOF. MAXIMUM SIZE OF UNFRAMED HOLES IN SHEATHING SHALL BE 4" IN DIAMETER OR 4" SQUARE. WHERE HOLES OR NOTCHES ARE CUT IN PLYWOOD SHEETS, SAW CUTS SHALL NOT RUN BY THE CORNERS OF THE OPENINGS. 6.1.3 ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, ETC. REFERENCED ON THE DRAWINGS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT AS APPROVED BY THE ENGINEER AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS TO RESIST MAXIMUM RATED LOADS_ 6.1.4 NAILING SHALL CONFORM WITH TABLE NUMBER 2304.9.1 FASTENING SCHEDULE OF CALIFORNIA BUILDING CODE UNLESS OTHERWISE NOTED ON PLANS. ALL NAILS TO COMPLY PER CBC 2304.9. ONLY COMMON WIRE NAILS SHALL BE USED. 6.1.5 ANCHOR BOLTS TO BE 5/8" DIAMETER, ASTM A307, LENGTH AS REQ'D. W/ MIN. 1/4" THK. x 2" SQ. WASHER, AND A MINIMUM EMBEDMENT OF 7 INCHES INTO FOUNDATIONS EXCLUDING CURBS. ANCHOR BOLTS SHALL BE PLACED WITHIN 9 INCHES (MAX.) 4" (MIN.) OF ENDS AND SPLICES OF PLATES AND 4 FEET ON CENTER, UNLESS OTHERWISE NOTED. ANCHOR BOLTS WITH UPSET THREADS ARE NOT ALLOWED. 6.1.6 WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, PROVIDE THE SAME DIAMETER A36 THREADED ROD WITH HILTI HY-150 EPDXY ADHESIVE INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND CURRENT ICBO REPORT. NOTCHED AND/OR CUT STUDS TO CLEAR INCORRECTLY PLACED ANCHOR BOLTS ARE NOT ALLOWED. ALL POSTS AND STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION SILL PLATE. CONTACT ENGINEER IMMEDIATELY FOR REPLACEMENT REQUIREMENTS OF ALL INCORRECTLY PLACED HOLD DOWN BOLTS. 6.1.7 USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH PROJECT & THE APPROVAL BY THE ENGINEEP, THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE ACCEPTED IN 5/16" PLYWOOD. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWANCE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. 6.2 ROUGH CARPENTRY 6.2.1 ALL FLUSH -FRAMED JOISTS SHALL SEAT IN SIMPSON HANGERS, UNLESS OTHERWISE NOTED. 62.2 BOLT & LAG SCREW HEADS AND NUTS AGAINST WOOD SHALL BEAR AGAINST STANDARD STEEL WASHERS, UNLESS SPECIAL WASHERS ARE INDICATED ON PLANS OR DETAILS. JUST PRIOR TO COVERING ROUGH FRAMING, ALL BOLTS AND LAGS IN WOOD MEMBERS SHALL BE RE -TIGHTENED. 62.3 LAG SCREWS SHALL BE THREADED INTO LEAD HOLES BORED AS FOLLOWS: THE LEAD HOLE FOR THE SHANK SHALL BE THE SAME DEPTH AND DIAMETER AS THE SHANK. THE LEAD HOLE FO's THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A DEPTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. 6.2.4 CUTTING AND BORING OF WOOD STUDS: A LET -INS ARE NOT PERMITTED. B. NOTCHING OF STUDS IS NOT PERMITTED. C. NEATLY BORED HOLES NOT GREATER THAT 33% OF THE WIDTH OF THE STUD ARE PERMITTED IN ANY WALL, PROVIDED THAT THEY ARE INSTALLED AT THE CENTERLINE OF THE STUDS. 6.3 GLU-LAM BEAMS 6.3.1 SIMPLE SPAN GLU-LAM BEAMS SHALL BE AN UNBALANCED COMBINATION 24F -V4 WESTERN SPECIES. CANTILEVERED BEAMS AND COLUMNS SHALL BE A BALANCED COMBINATION 24F -V8 WESTERN SPECIES, UNLESS OTHERWISE NOTED. BEAMS SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND FINISHED TO AN INDUSTRIAL GRADE APPEARANCE, UNLESS OTHERWISE NOTED. MANUFACTURER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE FOR ALL GLU-LAM BEAMS. ALL GLU-LAM BEAMS SHALL HAVE A 2000 FOOT RADIUS CAMBER UNLESS OTHERWISE NOTED ON PLANS. EXTREME TENSION FIBER STRESS IN BENDING fb = 2400 psi, MODULUS OF ELASTICITY E = 1,700,000 psi. 6.3.2 TENSION ZONE LAMINATIONS LAP SPACING SHALL BE PER THE 2010 CALIFORNIA BUILDING CODE SECTION 2303.13. 6.3.3 EXPOSED GLU-LAMS SHALL BE PRESSURE TREATED TO PREVENT DECAY IN ACCORDANCE WITH THE 2013 CBC SECTION 2304.11.3. 6.6 PRE -FABRICATED TRUSSES 6.6.1 THE LICENSED GANG NAIL TRUSS FABRICATOR SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND BUILDING OFFICIAL IN ACCORDANCE WITH SECTION 1701.0 OF THE CBC AND SHALL PROVIDE CALCULATIONS BY A CALIFORNIA LICENSED CIVIL ENGINEER AND SHOP DRAWINGS SUBSTANTIATING THE ADEQUACY OF THE TRUSSES SUPPLIED TO SUPPORT THE ROOF AND CEILING DEAD LOADS PLUS APPLICABLE SNOW AND LIVE LOADS AS NOTED ON THE PLANS. THE TRUSSES MUST CONFORM TO SECTION 2321 OF THE CBC. THE TRUSS FABRICATOR MUST VERIFY THE SIZE AND LOCATION OF ANY ROOF OPENINGS AND MUST VERIFY THE SIZE, WEIGHT AND LOCATION OF ANY SUPPORTED MECHANICAL UNITS AND ACCOUNT FOR THEM IN THE CALCULATIONS AND SHOP DRAWINGS 6.6.2 THIS SIGNATURE INDICATES THAT THE PRE -FABRICATED TRUSS DESIGN BY MEEKS LUMBER & HARDWARE JOB REF: 160837, DATED NOV. 29, 2016 HAS BEEN REVIEWED BY THE DESIGNER FOR GENERAL COMPLIANCE WITH THE OVERALL DESIGN OF THIS STRUCTURE. EL O'HARE, DESIGNER PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE I T E � 2 _/ 7 - BY TARI F 1`104-9-1: FASTENING SCHEDULE (ALL NAILS SHALL BE COMMON WIRE NAILS, U.O.N) CONNECTION CONTENT AT GRADE INSTALLATION NO. 1 & BETTER 19% NO. 2 19% NO. 2 19% NO. 1 19% NO. 1 19% NO. 1 19% NO. 1 19% NO. 2 19% 6.1.2 PLYWOOD SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-95 AND EACH PANEL SHALL BEAR APA STAMP. STAGGER SHEETS N-0" AND APPLY WITH FACE GRAIN PARALLEL TO SUPPORTS AT SHEAR WALLS AND PERPENDICULAR TO SUPPORTS TO ROOF. MAXIMUM SIZE OF UNFRAMED HOLES IN SHEATHING SHALL BE 4" IN DIAMETER OR 4" SQUARE. WHERE HOLES OR NOTCHES ARE CUT IN PLYWOOD SHEETS, SAW CUTS SHALL NOT RUN BY THE CORNERS OF THE OPENINGS. 6.1.3 ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, ETC. REFERENCED ON THE DRAWINGS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT AS APPROVED BY THE ENGINEER AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS TO RESIST MAXIMUM RATED LOADS_ 6.1.4 NAILING SHALL CONFORM WITH TABLE NUMBER 2304.9.1 FASTENING SCHEDULE OF CALIFORNIA BUILDING CODE UNLESS OTHERWISE NOTED ON PLANS. ALL NAILS TO COMPLY PER CBC 2304.9. ONLY COMMON WIRE NAILS SHALL BE USED. 6.1.5 ANCHOR BOLTS TO BE 5/8" DIAMETER, ASTM A307, LENGTH AS REQ'D. W/ MIN. 1/4" THK. x 2" SQ. WASHER, AND A MINIMUM EMBEDMENT OF 7 INCHES INTO FOUNDATIONS EXCLUDING CURBS. ANCHOR BOLTS SHALL BE PLACED WITHIN 9 INCHES (MAX.) 4" (MIN.) OF ENDS AND SPLICES OF PLATES AND 4 FEET ON CENTER, UNLESS OTHERWISE NOTED. ANCHOR BOLTS WITH UPSET THREADS ARE NOT ALLOWED. 6.1.6 WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, PROVIDE THE SAME DIAMETER A36 THREADED ROD WITH HILTI HY-150 EPDXY ADHESIVE INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND CURRENT ICBO REPORT. NOTCHED AND/OR CUT STUDS TO CLEAR INCORRECTLY PLACED ANCHOR BOLTS ARE NOT ALLOWED. ALL POSTS AND STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION SILL PLATE. CONTACT ENGINEER IMMEDIATELY FOR REPLACEMENT REQUIREMENTS OF ALL INCORRECTLY PLACED HOLD DOWN BOLTS. 6.1.7 USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH PROJECT & THE APPROVAL BY THE ENGINEEP, THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE ACCEPTED IN 5/16" PLYWOOD. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWANCE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. 6.2 ROUGH CARPENTRY 6.2.1 ALL FLUSH -FRAMED JOISTS SHALL SEAT IN SIMPSON HANGERS, UNLESS OTHERWISE NOTED. 62.2 BOLT & LAG SCREW HEADS AND NUTS AGAINST WOOD SHALL BEAR AGAINST STANDARD STEEL WASHERS, UNLESS SPECIAL WASHERS ARE INDICATED ON PLANS OR DETAILS. JUST PRIOR TO COVERING ROUGH FRAMING, ALL BOLTS AND LAGS IN WOOD MEMBERS SHALL BE RE -TIGHTENED. 62.3 LAG SCREWS SHALL BE THREADED INTO LEAD HOLES BORED AS FOLLOWS: THE LEAD HOLE FOR THE SHANK SHALL BE THE SAME DEPTH AND DIAMETER AS THE SHANK. THE LEAD HOLE FO's THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A DEPTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. 6.2.4 CUTTING AND BORING OF WOOD STUDS: A LET -INS ARE NOT PERMITTED. B. NOTCHING OF STUDS IS NOT PERMITTED. C. NEATLY BORED HOLES NOT GREATER THAT 33% OF THE WIDTH OF THE STUD ARE PERMITTED IN ANY WALL, PROVIDED THAT THEY ARE INSTALLED AT THE CENTERLINE OF THE STUDS. 6.3 GLU-LAM BEAMS 6.3.1 SIMPLE SPAN GLU-LAM BEAMS SHALL BE AN UNBALANCED COMBINATION 24F -V4 WESTERN SPECIES. CANTILEVERED BEAMS AND COLUMNS SHALL BE A BALANCED COMBINATION 24F -V8 WESTERN SPECIES, UNLESS OTHERWISE NOTED. BEAMS SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND FINISHED TO AN INDUSTRIAL GRADE APPEARANCE, UNLESS OTHERWISE NOTED. MANUFACTURER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE FOR ALL GLU-LAM BEAMS. ALL GLU-LAM BEAMS SHALL HAVE A 2000 FOOT RADIUS CAMBER UNLESS OTHERWISE NOTED ON PLANS. EXTREME TENSION FIBER STRESS IN BENDING fb = 2400 psi, MODULUS OF ELASTICITY E = 1,700,000 psi. 6.3.2 TENSION ZONE LAMINATIONS LAP SPACING SHALL BE PER THE 2010 CALIFORNIA BUILDING CODE SECTION 2303.13. 6.3.3 EXPOSED GLU-LAMS SHALL BE PRESSURE TREATED TO PREVENT DECAY IN ACCORDANCE WITH THE 2013 CBC SECTION 2304.11.3. 6.6 PRE -FABRICATED TRUSSES 6.6.1 THE LICENSED GANG NAIL TRUSS FABRICATOR SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND BUILDING OFFICIAL IN ACCORDANCE WITH SECTION 1701.0 OF THE CBC AND SHALL PROVIDE CALCULATIONS BY A CALIFORNIA LICENSED CIVIL ENGINEER AND SHOP DRAWINGS SUBSTANTIATING THE ADEQUACY OF THE TRUSSES SUPPLIED TO SUPPORT THE ROOF AND CEILING DEAD LOADS PLUS APPLICABLE SNOW AND LIVE LOADS AS NOTED ON THE PLANS. THE TRUSSES MUST CONFORM TO SECTION 2321 OF THE CBC. THE TRUSS FABRICATOR MUST VERIFY THE SIZE AND LOCATION OF ANY ROOF OPENINGS AND MUST VERIFY THE SIZE, WEIGHT AND LOCATION OF ANY SUPPORTED MECHANICAL UNITS AND ACCOUNT FOR THEM IN THE CALCULATIONS AND SHOP DRAWINGS 6.6.2 THIS SIGNATURE INDICATES THAT THE PRE -FABRICATED TRUSS DESIGN BY MEEKS LUMBER & HARDWARE JOB REF: 160837, DATED NOV. 29, 2016 HAS BEEN REVIEWED BY THE DESIGNER FOR GENERAL COMPLIANCE WITH THE OVERALL DESIGN OF THIS STRUCTURE. EL O'HARE, DESIGNER PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE I T E � 2 _/ 7 - BY TARI F 1`104-9-1: FASTENING SCHEDULE (ALL NAILS SHALL BE COMMON WIRE NAILS, U.O.N) CONNECTION FASTENING LOCATION I JOIST TO SILL OR GIRDER 3-8d TOENAIL 2. BRIDGING TO JOIST 2-8d TOENAIL EA END 3. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST 2-8d FACE NAIL 4. WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST 3-8d FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER, BUND AND FACE NAIL 2-16d BLIND & FACE NAIL 6. SILL PLATE TO JOIST OR BLK'G SILL PLATE TO JOIST OR BLK'G AT BRACED WALL PANEL 16d @ 16"0r. 3-16CPS PER 16" TYP. FACE NAIL BRACED WALL 7. TOP PLATE TO STUD 2-16d END NAIL 8. STUD TO 2x SILL PLATE STUD TO 3x SILL PLATE 4-8d 2-16d 4-8d 2-20d BOX TOENAIL END NAIL TOENAIL END NAIL 9. DBL STUDS 16d @ 24"o.c. FACE NAIL 10. DBL TOP PLATES 16d @ 16"oc. 8-16d, U.O.N. TYP. FACE NAIL LAP SPLICE 11. BLK'G BTWN JOISTS OR RAFTERS TO TOP PLATE 3-8d TOENAIL 12. RIM JOIST TO TOP PLATE 8d @ 6"o.C. TOENAIL 13. TOP PLATES, LAPS & INTERSECTIONS 2-16d FACE NAIL 14. CONTINUOUS HEADER, TWO PIECES 16d 16bc. ALONG EDGE 15. CEILING JOISTS TO PLATE 3-8d TOENAIL 16. CONT. HEADER TO STUD 4-8d TOENAIL 17. CEILING JOISTS, LAPS o/ PARTITIONS 3-16d FACE NAIL 18. CEILING JOISTS TO PARALLEL RAFTERS 3-16d FACE NAIL 19. RAFTER TO PLATE 3-8d TOENAIL 20. 1" DIAG. BRACE TO EA. STUD & PLATE 2-8d FACE NAIL 21. 1" x 8" SHT'G OR LESS TO EA BEARING 3-8d FACE NAIL 22. WIDER THAN 1" x 8" SHT'G TO EA BEARING 3-8d 23. BUILT-UP CORNER STUDS I 16d FACE NAIL 24"o.c. F TYPICAL FLOOR I G DIAPHRAGM NAILING I-JOIS, 2 x 4 @ 4'-0 WEB PER 4 TYP. SCALE: NONE � PAMLLEL TO .WISTS i i 1 � � NON-BEARING PARTITIONS SCALE: NO� 3/8" n, 2 5/16" TJI 230 -1.1 J015TS Mres 3350 Ft - Lbs vres 1330 Ibs 2" MIN. 1/8" MIN. 4" MAX. 2" MAX. II ?x CONST. GRADE 2" MIN. FILLER BLK'G 4" MAX. ,- SNUG F I t WEB STIFFENER (NTS) NOTES: 1. WEB MATERIAL SHALL BE 3/8' 058. 2. FLANGE MATERIAL SHALL BE VERSA -LAM 1 112 x 2' 3. I -JOISTS TO BE PROVIDED WITH NO CAMBER. 10 11111111 TYPICA DBL I -.;015T (NTS) 114" MAX. i BRACED WALL SCHEDULE W*TEA E.. WALL MARK Ul (2 03 O 1. BRACED Vco 7 WALL LATERAL LOAD RESISTING PANELS ARE TO BE IN CONFORMANCE WITH THE CONVENTIONAL LIGHT -FRAME CONSTRUCTION PROVISIONS OF THE 2013 CBC, SECTION 2308. 3/8" CD -X 112" GYP. BD. 3J8" CD -X 3J8" CD -X SHEATHING SHEATHING SHEATHING (1 SIDE) SHEATHING 2. VERTICAL STUD SPACING SHALL NOT EXCEED 16"o.c. 3 ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. EDGE NAILING 8d's @ 6"o.c. NOTE #7 8d's @ 6"o.c. 8ds @ 6"o.c. O U)OLo 4 HORIZONTAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER BLOCKING OF EQUAL SIZE TO THE STUDDING. U� NOL FIELD NAILING 8d's @ 12"o.c. NOTE #7 8ds @ 12"o.c. Sd's @ 12"o.c. 5 SILL PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE TO THE FRAMING ABOVE IN ACCORDANCE WITH 2013 CBC, TABLE 2304.9.1 MINIMUM'-0"CONNECTED cz PANEL LENGTH 4 NOTE #7 2' 8" NOTE #8 6. SILL PLATES SHALL BE BOLTED TO THE FOUNDATION OR SLAB WITH V2"O x 7" MINIMUM EMBEDMENT, SPACED NOT MORE THAN 6'-0" o.c. APART, WITH A MINIMUM OF TWO BOLTS MAXIMUM c1 W_r PANEL HEIGHT 10`-0" 10' 0" 9'-0" �' 0" PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH U END OF PIECE, U.O.N. IN SCHEDULE. Qy ANCHOR BOLT N0. &SPACING M.c. 6'MAX. N/A AT 115 -POINTS 6'M MAX.3 7. 2x STUDS AT 16"o.c. WITH 112" GYP. BD. ON ONE SIDE AND NAILED WITH 5d COOLER @ T' ON CENTER AT PANEL EDGES & FIELD (ALT 1 J" TYPE W OR S SCREWS). COMBINED PANEL TIE -DOWN co DEVICE EA END N/A N/A HDU2 HDU2 LENGTHS TO EQUAL 59% OF ENTIRE WALL LENGTH. 8• CONTINUOUS SHEATHING METHOD "CS-WSP" PER FIGURE R602.10.7 CONDITION 2 WITH a HDU2 EA. END OF WALL LINE. LENGTH OF BRACED WALL PANEL PER TABLE R602.10.3(3) IN o 0 SEISMIC DESIGN CATEGORY D1. (BRACED WALL LINE LENGTH OF 10'= 1.7' MIN., BRACED WALL LINE LENGTH OF 20' = 3.4' MIN.) 6 NN A3.1 `�� 28'-0" o 4 a+D J L COMPOSITE DECKING BY OWNER o/ 2x6 A3.2 JOISTS @ 16"o.c. yB� 4'-0" 4'-0 __� __ _ _ _ _______ ______(D ILr- ---- ---- -- ----------- - O11 _..I. ._.-.-. 1 1 12 2'-11„II •-.-•- .- - - �+ 1 4,1 T11 I o�� JAI _._._ _.-._._._._-._._._.� ;! I �� 11 41 .� I I •-•-•- -•-•-•-•-•-'I 11 I X11 1 _._._._.-._._._._. LI_._._._/ 110 I ► ._._._._._._._._._ I1 'I�._. / , ,14,_0„ 1 1 I 11 io'-o" I_.-•-•-•-•-.-.-.-•I I I 11GIT 1 I I I I ._.-._._.-. YP. I 11- I 9 112" TJI 230 J IS ._ .-. iI ST_._.-._._.- l i I I 1-7 _ 011 I I 4'-0"11 I--•-•-.-•---•-•-. 1 r TYP. 1 I _ _ _ _ _ _ I I _ 1 1 S4.1 7 I I II II � I I ION,. - .-N -.-1.1 I --.- � -.-.-. 1 _ _ _ _ _ _ r _ I ? 13=9' 2'-2 0 5'-0" - I - - - 1 It 0 1 ? it ti I -._._._.-. 1 II I--===}6x68M-----_-------J• -__} Gx6-BK�r {_-• 11 :. II(D 1 I I I I I 1 ll 4'-0" I I 3 TYP. 1 1 1 S� 1 _.-. I 1 �10 I I _._._._._.-._.-._._I. _.-._._._._.1 I II I I I ._._.-._._.-._.-•-•-I1 I I 1 1111 ---- I I --r-•-•-•---•-•-•-•-•-•-II •. -•-•-•- I I I _._._._._.-._.-._._i., li 1 I6'-0" I I •-•-•---II --•-'-'- _ I1 11 I.I I1._._._.-._._.-._.-._11 11 ._._.- ._.-. r1-ir Ir s •- -•----•-•-•-•-•--i.l.-.-._ -.-. 0111 _ _ 12 _ _ _ _ _ _ I W-0" Il S4.1 yOf I i I 00� P� I - - - ---}-_-C--- <Z5 -- „- -- - - - -- - - I ------------ II -._.-._._._. L 1 4 .-._._.-._._ I 'I 1 I1 ' I I 0' 6" 60 _4x BM _ _ _ x6 M _.-._.-.-._. IC 114,_0" cop/ lb+,Z) _ _ _ _ _ _ _ _ _ _ _I COMPOSITE DECKING - - BY OWNER 0/ 2 '�x6 p� aJ O + JOISTS @ 16"o.c. 11-8 G� 1614" 12 A3.1 FLOOR SHEATHING LAYOUT: 3/4" T & G PLYWOOD SUBFLOOR GLUE & NAIL W/ 10d RING SHANK @ 6"ac. E.N., 12"o.c. F.N. SEE 12 FOR ADD'L INFO. 6 A3.2 5 A32 PROJECT NORTH t SEE SHEET S1 FOR GENERAL STRUCTURAL NOTES. SEE SHEET S4.1 FOR TYPICAL FOUNDATION DETAILS. SEE 1/S4.1 FOR SLAB ON GRADE REQMT'S. SEE SHEET S6.1 FOR TYPICAL FRAMING DETAILS. SEE 6/S6.1 FOR ROOF DIAPHRAGM NAILING REQUIREMENTS. 2. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL OR Q OF COLUMN, U.O.N. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS. 3 CONTRACTOR TO VERIFY BEARING ON NATIVE SOIL OR ENGINEERED FILL. VERIFICATION OF ALLOWABLE SOIL BEARING CAPACITY IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR. (1500 psf ALLOWABLE SOIL BEARING PRESSURE ASSUMED) 4. CONTRACTOR TO COORDINATE ALL F. -)LD DOWN POST & BOLT LOCATIONS w/ FLOOR PLAN & WALL FRAMING PRIOR TO PLACING CONCRETE. 5. ALL HEADERS AT EXTERIOR AND BEARING WALLS TO BE 46 D.F. #2 U.O.N. ON PLAN. HEADERS 6-0" OR LESS MAY BEAR ON SINGLE 2x TRIMMER. HEADERS SPANNING OVER 6-0" SHALL BEAR ON MINIMUM OF (2) 2x TRIMMERS. 6. TYPICAL DESIGN LOADS: FLOOR DL = 12 psr LL = 40 psf 6 F_ INDICATES WOOD POST I ----- INDICATES FOOTING SIZE & REINF, SEE SCHED. THIS SHEET L -J �-INDICATES HDU -2 HOLD DOWN w/ DBL 2x POST U.O.N., SEE PLAN & 1/S4.1 TYPICAL EXTERIOR WALL - 2x6 STUDS AT 16"oc. EXTERIOR SHEATHING SHALL BE APA RATED OVER WALL FRAMING. BRACE WALL SCHEDULE INDICATES BRACE WALL MARK (SEE SCHEDULE THIS SHIT) & SIDE OF - - - WALL TO RECEIVE SHEATHING 1 3'-0•• INDICATES MINIMUM LENGTH OF BRACED WALL. ALL DOORS SHALL BE PLACED 4" OFF NEAREST PERPENDICULAR WALL UNLESS DIMENSIONED OTHER WISE. - - - • - • - - INDICATES 9 112" TJI 230 JOISTS @ 16"aa OR EQUAL INDICATES CONT. 46 02 D.F. GIRDER, SEE PLAN (MAX. SPAN = 5'-3" U.O.N. ON PLAN). Q ) -J PLAN NOTES 1'-6" FOR D = 2" DIA, 2'-6" FOR D = 4" DIA, 5'-6" FOR D = 6" DIA 1'-0" FOR L = 2" SQ., 3'-0" FOR L = 4' 5-0" FOR L = 6" `•-•-- NO FIELD CUT HOLES IN 6" HATCHED ZONE �i4 2 x D (MINIMUM) D NOTES - 1 DISTANCES SHOWN FOR TJI 230 9 112" DP. AS PRESCRIBED IN ESR -1153,1387. 2. THE CLEAR DISTANCE BETWEEN MULTIPLE HOLES MUST BE TWICE THE LENGTH OF THE LONGEST DIMENSION OF THE LARGEST HOLE. 3. HOLES MAY BE LOCATED VERTICALLY ANYWHERE WrrHIN THE WEB. LEAVE 1/8" OF WEB MINIMUM AT TOP AND BOTTOM OF HOLE. 4. KNOCKOUTS ARE LOCATED IN WEB AT APPROX. 12"o.c. AND DO NOT AFFECT HOLE PLACEMENT. SCALE: NONE 2 ALLOWABLE HOLES IN I -JOISTS SCALE: NONE L I -JOISTS PROFILE SCALE: .,� FOUNDATION &FLOOR FRAMING PLAN u� �<_Tp (HERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE NCE JOB NUMBER 16-023 FOUNDATION & FLOOR FRAMING PLAN S2.1 SHEET NUMBER r Vco .�. O am E ick a) co O U)OLo U� NOL C Uzi. Q co cz ,L U U co LO o o c1 W_r Z3 co -C Lo 0 •� co U J Qy O co a Z o 0 C? a� M O 0 J � o WC�oLo D � No co ZZ o to © �"'"�' W 0) °C o Q oc v w � Q cc 0ccm O ul GJ w z O Z �a� © mOl�wp< F_ U U IL O �Utta CL T0 cl�Uc') (Ls O a � m u.� Wa J LL] U W r r C r O w W Z w (j) Z O 0 CL (0 � w tr m 0 Lu m zLIJ 0 o co z o z o z o z o cc_ v � w w w w C3 U U) m = CC 0: JOB NUMBER 16-023 FOUNDATION & FLOOR FRAMING PLAN S2.1 SHEET NUMBER nnnr n.'T.^ i T i nvoo 0LU%.jr\i l)lU MFG'RD TRUSS SEE PLAN DRAG TRUSS SEE PLAN TOP >'s SEE PLAN 2xBLK'GT&B @ 4'-0" o.c. FULL SPAN OF DRAG TRUSS n�rNr n..T� SCALE: 1" = T-0" BRACED WALL BEYOND SEE PLAN ii0o TYPICAL MFG'RD TRUSS SEF PLAN DRAG TRUSS, SEE PLAN w/ WALL SHT'G o/ VERT. WEB MEMBERS TO MATCH SHEARWALL STUD SPACING BELOW. TOP R's SEE PLAN 2xBLK'GT&B @ 4'-0" o.c. FULL SPAN OF DRAG TRUSS DRAG TRUSS ROOF SHT'G SEE PLAN HEADER WHERE OCCURS SEE PLAN BRACED WALL SEE PLAN i 0 TYPICA L DRAG TRUSS W1 3 16d's EA. END. (ALTERNATE DIRECTIONS). SCALE: 1" = 1'-0" 2 ROWS E.N. STAGGERED W/ EA NATE �1 1 LSEE SHEARWALL SCHEDULE FOR CUP SIZE & SPACING SCALE: 1" = 1'-0" 7 A3.1 F SHT'G. LAYOUT: 1/2" CD -X SHT'G. EDw/8d's@6" .E.N. oc. F.N. SEE 6 ADD'L. INFO. S6.1 s FELT COMP. SS A ROOFING OR BY OWNER IL A3.1 ROOF FRAMING PLAN t PROJECT 26ga. GALV. CAP FLASHING SLOPE 1/4" TO DRAIN TRUSS BLOCKING FURR VENT OFF TRUSS TO ALLOW WEBBING TO CONTINUE GALV. METAL RAIN SHROUD TRUSS BLOCKING PRE -MANUFACTURED VENT EXPOSED 2x WOOD FURRING. FINISH. SEL ELEVS. GABLE END TRUSS PERMIT # OUTTE COUNTY C7lAVELOPMENT SERVICES REV E''WED FOR CODI/ COMPLIANCE DATE--.,kf%L-) 2 _.._ rA " L END VENT SECTION � ..,n I TYPICAL DESIGN LOADS: D.L = 14 P.S.F. L.L = 20 P.S.F. (REDUCIBLE) 2. ALL ROOF FRAMING TO BE MANUFACTURED GANG NAIL TRUSSES @ 24"o.c., U.O.N. ON PLAN. 3. THE CONTRACTOR AND TRUSS MFG'Fi SHALL VERIFY AND COORDINATE ALL DRAG TRUSS LOCATIONS, TRUSS PANEL BLOCKING LOCATIONS, STRAPS, HURRICANE TIES AND BLOCKING WITH THE STRUCTURAL DRAWINGS. 4. THE CONTRACTOR AND TRUSS MFG'R SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, SOFFITS, CEILING COFFERS, ROOF OPENINGS, PENETRATIONS AND DRAIN LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. 5 SEE SHEET S1 FOR GENERAL STRUCTURAL NOTES 6. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL, OR CENTERLINE OF COLUMN, U.O.N. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN WITH THE PLANS. 8. ALL BEAMS SHALL BEAR DIRECTLY ON TRIMMERS OR POSTS WITH SIMPSON PC CAPS, OR BE HUNG WITH SIMPSON HUTF HANGERS, TYPICAL UNLESS OTHERWISE NOTED. 9. ALL EXTERIOR WALL TO HAVE SHEATHING TO MATCH SHEARWALL SHEATHING THICKNESS. 10. ALL BEAMS SHALL SIT IN PROPER CC COLUMN CAP. 11. ALL HEADERS AT EXTERIOR AND BEARING WALLS TO BE 6x8 D.F. #1 U.O.N. ON PLAN. HEADERS 6'-0" OR LESS MAY BEAR ON SINGLE 2x TRIMMER. HEADERS SPANNING OVER 6-0" SHALL BEAR ON MINIMUM OF (2) 2x TRIMMERS. 12. INTERIOR SHEARWALLS TO EXTEND TO UNDERSIDE OF SHEATHING WHEN PARALLEL WITH ROOF FRAMING, PROVIDE FULL DEPTIA BLK'G. PANELS WHEN PERPENDICULAR WITH ROOF FRAMING AND ATTACHED WITH E.N. SEE 10 S6.1 LN ` INDICATES WOOD POST OR STEEL COLUMN BELOW SEE SECOND FLOOR OR GROUND FLOOR FRAMING PLAN. INDICATES CS OR CMST STRAP OVER ROOF SHT'G. U.O.N. ON PLAN. LENGTH AS NOTED ON PLAN. PROVIDE T-0" MIN. END LENGTH OVER BEAM, 4x BLK'G. OR TRUSS PANELS, U.O.N. ON DETAILS. SEE ------ FOR ADD'L. INFO. INDICATES BEARING AND/OR SHEAR WALL BELOW. WALL SHEATHING PER 'W1' WALL TYPE, U.O.N. ON PLAN. INDICATES DOOR OR WINDOW HEADER SEE PLAN & NOTE #8. INDICATES MANUFACTURED GANG NAIL TRUSS. SEE ERECTION DRAWINGS BY TRUSS MANUFACTURER FOR LAYOUT & ADDL INFO. �— INDICATES DESIGN AXIAL LOAD (COORDINATE w/ TRUSS MFG'R). (2.0 K) INDICATES MANUFACTURED GANG NAIL DRAG AND/OR GIRDER TRUSS. SEE ERECTION DRAWINGS BY TRUSS MANUFACTURER FOR LAYOUT & ADD'L INFO. 5 1/8" x 27 G/L E— BEAM SIZE NORTH 1 SCALE: 1/4" _ T-0" PLAN NOTES AND LEGEND SCALE: NONE s -I z0 o c+w 0 o o CQ zui¢rn w o °�o LLJ W �¢[c oc w m evil m 0 z c 6 2 ILUo u JLL D :aZ I -Z za¢_j Li LiZ0 06 y w Er U U IL 0 U 0. Z 0 U r0 a _ = 0 Q co u.r U) W cn J W C4 r L_ w c r o N w w z (1) d J Lu Lu F- (1) m UJ C\i m 0 d Lu m 0 o z z z z z uj u, 0 0 0 0 70 U5 V5 U5 © U cn m rr Lu � � JOB NUMBER 16-023 ROOF FRAMING PI) IAN S2.2 N SHEET NUMBER II EXTERIOR FINISH SEE EXTERIOR ELEVATIONS WALL SHEATHIN 26ga. FLASHING COMP. DECKING SEE PLAN 2x DECK JOISTS SEE FRMG PLAN ° W/ LU HANGERS o l WASHERS BEDDED INTO CAULK TO PROVIDE DRAINAGE ti 2x8 P.T. LEDGER w/ 2 - 1/2"o THRU-BOLTS @ 24"o.c. i 2 TYP. EXT. DECK CONN. SCALE 3" = l'-011 I 1 1) ""mmmmmm—mm' TYPICAL PIER FOOTING �moomY' SCALE: 1" = 1'-0" HOLDOWN WHERE 2500 ^ , SIZE 40 60 OCCURS, SEE PLAN 60 I' I SILL R, SEE 23 15 & 12 BRACED WALL SCHEDULE 12 17 #4 20 30 20 29 BRACED WALL 23 1 15 22 FLOOR SHT G 25 SEE PLAN 24 ; i 20 29 19 28 #6 33 50 29 SEE PLAN 26 38 22 33 07 45 68 42 63 - _ 35 52 FIN. FLOOR 43 #8 60 90 48 SEE ARCH UUM 46 69 37 55 #9 76 114 54 81 FLOOR FRAMING 87 42 62 #10 96 14461 CONT. 3x SEE PLAN 111 47 70 #11 118 TIMBERSTAND LSL 68 101 O 91 136 52 t ' w/ A35 @ 24"oc., U.O.N. co L_ SEE BRACED WALL P.T.D.F. SILL SCHEDULE O 0 SEE BRACED WALL o 0) cc 0 LL SCHEDULE 2-#4's CONT. WOCcr0)o � o r' oZ 2f a oc ©E—W�Q0 w 0zm 6" CONCRETE STEM WALL g w/ #4's @ 24"o.c. VERT & HORIZ. uO 1- z o Z VERT. BARS @ < OF WALL. ©06 r — --- _ CL O �oCL —�__- /w 0 / O a cr r = 0 ¢� w w W U) `� Q J Ll (n w r r~ r � 1 3-05 CONT. - r r N b U.O.N. ON PLAN I —I _ _ °0 w w Z z O U LU w if C UNDISTURBED IQ cf) 0 a CU 0.. SOIL t <m 1'-6" U.O.N. ON PLAN � Y v) Z O 10 Z O D © U d ir INTERIOR � 70 M BEARING epi) WALL JOB NUMBER 16-023 FOUNDATION SECTIONS & DETAILS S4.1 SCALE: 1" = 1'-0" NTERIOR BEARING WALL 6x BM. SEE PLAN 6" CONC. STEMWALL i OPEN ACCESS �\ .j 111 11111 111 111 CONT. 1= FOOTING 00 NG I_ — �— � I — I _ — � I 1— l I — I — I Imo► �� I I=1 I I—III—� I I� GIRDER DETAIL FLOOR SHIM SEE PLAN END & INTERSECTION ADD VERT. BARS AT ALL CORNERS AND BENDS, TYP. CORNER SCALE: 1" =1'-a' �_rxfn FIN. FLOOR SEE ARCH. FLOOR FRAMING SEE PLAN SILL IL SCALE: 1" = 1'-011 mul FOOTING SECTION PIPE THRU FOOTING DETAILS RIM BARS O.N. LAP H( PER RE SCHED ANGLE HORIZ. FOOTING REINF. SCALE: 3.�o NOTE: SEE PLAN AND GENERAL NOTES FOR EXCAVATIONS ADJACENT TO EXISTING FOUNDATIONS. ADJACENT FOOTING DETA INSIDE DIA OF SLEEVE TO BE PIPE DIA + 2" TYP. 1 PRIOR TO PLACING FTG. POUR LEAN CONCRETE FILL AROUND SLEEVE, FILL TO EXTEND FTG. SHALL BE STEPPED F, if i �nnnTN nF FTr. SO THAT FILL DOES NOT EXCEED 3-011 IN DEPTH FOOTING ELEVATION r (f:) REINFORCING BAR HOOKS & BENDS :fA d c2�' MIMLAP SPLICES o LAP PER D 6 SCHEDULE TYP 1 TIE WIRE 180 90 6ga MIN INSIDE NOTE: FOR CMU, LAP 4.3 BAR O, UON AR SZE BEND 0'f)" #3 TO #8 6d LAP SCHEDULE #9 TO #11 8d #14 & #18 10d STIRRUP & TIE HOOKS & BENDS d + x Ik MIN INSIDE AR SIZE BEND O 'D" #3 - #5 4d #6 - #8 6d BAR 2500 3000 SIZE 40 60 40 60 #3 15 23 15 22 12 19 12 17 #4 20 30 20 29 16 23 1 15 22 #5 25 38 24 36 20 29 19 28 #6 33 50 29 43 26 38 22 33 07 45 68 42 63 35 52 29 43 #8 60 90 48 77- UUM 46 69 37 55 #9 76 114 54 81 58 87 42 62 #10 96 14461 91 74 111 47 70 #11 118 177 68 101 O 91 136 52 78 4 CONCRETE flc (psi) 4 BAR GRADE (Fy) E TOP BARS, TYP 4 OTHER BARS, TYP. NOTES: I INCREASE LAP LENGTHS 33% FOR LIGHT WEIGHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS). 2. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONC. CAST IN THE MEMBER BELOW THE BARS 3. LAP LENGTH IN INCHES REBAR LAPS, HOOKS &BENDSSCALE: 3.,0 W2' (2 TIMES 'W1' MIN.) BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED Fon CODE COMPLIANCE LAP FOOTING REINF. I (,.. 2 -- L SCALE: 3" = 1'-0" TYP. ON s STEPPED FTG. DETAIL SCALE: >. la ° HDU PER PLAN ° w/SSTB20 0 0 0 USE DBL 2x w/ 2-10d3 FACE NAILS @ 6'0.c. FULL HT. (MAY USE SOLID POST @ CONTR. OPTION) 0 o HDU PER PLAN w/ 0 SSTE324 {AT GARAGE) 0 r� N 4~ NOTE EDGE NAIL PLYWOOD TO POST. SCALE: ? -,.o �TYP. HOEDOWN DETAILS SCALE: 3" = 1'-0" M V to M.. MT o W cl) 0 V U) 0) !o ii < 't UUM ami p �oo � W da 'o -� -c- " 1 O co Z O 0 o 0) cc 0 LL It o oN WOCcr0)o � o oZ a oc ©E—W�Q0 w 0zm cc uO 1- z Z Z ci us C ©06 �QJ ~UU LzLIcr CL O �oCL /w 0 / O a cr r = 0 ¢� w w W U) `� Q J Ll (n w r r~ r � 1 r r N w U) w w Z z O U LU w if C IQ cf) 0 a CU 0.. t <m z � Y v) Z O O Z O D © U d ir = � 70 M U epi) JOB NUMBER 16-023 FOUNDATION SECTIONS & DETAILS S4.1 SHEET NUMBER 12 11 2x SOILD BLK'G. W/ LS50 CLIPS EA BLK. -, G/N TRUSSES SEE PLAN SIMPSON H1 EA TRUSS (SIMPSON H10A-2 @ EA GIRDER TRUSS, U.O.N. ON PLAN) EN. SHT'G. GUTTER CONT. 2" SOFFIT HARDIE CEMSOFFIT VENT BY VULCAN OR EQ. EXTERIOR FINISH SEE ELEVS. 2x STUDS @ 16"oc. TYP. TRUSS EAVE SECTION i D,AG. BRACING PER TRUSS MFR'R. ROOF SHT'G. SEE PLAN E.N. SHT'G. A @ 24" 2x4 BLK @ 4'-0"oc. HDR. WHERE OCCURS SEE PLAN TYP. GABLE END SECTION 9 SCALE: 1" = 1'-0" 2x BARGE RAFTER 2x OUTRIGGER SEE PLAN w/ LU HANGER -G/N TRUSSES SEE PLAN EN. SHT'G., TYP. EXTERIOR FINISH SEE EXT. ELEVS OVER SUBSTRATE 2x STUDS @ 16"o c. 8 SCALE: 1" = 1'-0" END LENGTH LENGTH AS REOD. lo END NAIL SEE PLAN 2"o.c. TYP. STRAP OVER ROOF SHT'G, SEE PLAN 10 ROOF STRAP DETAIL 2x FLAT BLKG 4x BLKCA TRUSS TOP CHORD OR TRUSS BLKG PANEL AT END NAILING MFG'RD TRUSSES SEE PLAN PROVIDE CONT. TRUSS BLK'G PANELS TYP. o/ SHEARWALLS SCALE: 1" = 1'-0" — TYP. FRAMING MEMBER SMALL OPENING IN ROOF SIMPSON DTC CLIP @ N-0"oc. BLK 1 BAY BEYOND OPENING w/ SAME FRAMING AS TYP. FRAMING MEMBERS DBL JOISTS EA. SIDE OF OPENING TYP. 4 SIDES EACH SIDE OF SPLICE 2x4 & 2x6 12 - 16d PROVIDE SIMPSON HANGERS AS SHOWN 4'-0" SO. MAX. /EDGE NAIL PLYWOOD AROUND ENTIRE OPENING PERIMETER 3-1/4" 2x STUD WALL a SEE PLANS PERPENDICULAR TO TRUSSES SMALL OPENING IN ROOF SIMPSON DTC CLIP @ N-0"oc. BLK 1 BAY BEYOND OPENING w/ SAME FRAMING AS TYP. FRAMING MEMBERS DBL JOISTS EA. SIDE OF OPENING TYP. 4 SIDES NON-BRG. WALL DETAIL SPLICE OVER STUD, TYP.-- 4'-0" LAP, TYP. STUDS @ 16" O.C. TYP. 2 ROWS NAILING STAGGERED DOUBLE % 2x TOP R WALL SIZE EACH SIDE OF SPLICE 2x4 & 2x6 12 - 16d 2x6 2-1/4" 3-1/4" 2x STUD WALL a SEE PLANS PERPENDICULAR TO TRUSSES 3-5/8" SIMPSON DTC CLIP in -M 0 b -5r�'d' U VE!) 0) Lo�7 @ 41-0"o.c. t1 _-tel �' i Q 'f G/N TRUSSES Q �00 t� x SEE FRAMING PLANS 0 co W -O -F: Lo O v 2x4 BLOCKING { @ 4'-Gha _ O 2x STUD WALL m SEE PLANS PARALLEL TO TRUSSES NON-BRG. WALL DETAIL SPLICE OVER STUD, TYP.-- 4'-0" LAP, TYP. STUDS @ 16" O.C. TYP. 2 ROWS NAILING STAGGERED DOUBLE % 2x TOP R WALL SIZE EACH SIDE OF SPLICE 2x4 & 2x6 12 - 16d TYP. TOP PLATE SNPLICE DETA II SCALE: NONE FIELD NAILING /C 0.11 SEE FRAMING PLANS FOR SHEATHING & NAILING REQUIREMENTS TYP. DIAPHRAGM NAILING SCALE: r,. !E F D'/4 DIA. MAX. Q Ln N 3`D' P � � I D' MIN. CLR. SPAN/3 MIN. MAXIMUM HOLE SIZE 'D1' BEARING NON-BRG 2x4 1-3/8" 2-1/8" 2x6 2-1/4" 3-1/4" 2x8 2-7/8" 4-3/8" 2x10 3-5/8" 5-1/2" SEE NOTE ON SHEET S1 3 SCALE: NONE PI SIMPSON ST22 STRAP EA SIDE OF TOP IE's & SILL It's 0 BRG, SHEAR OR BRACED WALL LINES. MAXIMUM HOLE SIZE PLATE BEARING NON-BRG 2x4 1-3/8" 2-1/8" 2x6 2-1/4" 3-1/4" 2x8 2-7/8" 4-3/8" 2x10 1 3-5/8" 1 5-V2" SEE NOTE ON SHEET S1 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE WjF PE THRU PLATE REQ'MTS. SCALE NOTES: 1. ALL SHEATHING NAILING SHOWN IS EDGE NAILING 2. MINIMUM SHEATHING PANEL DIMENSION TO BE 12" 3. UPSET THREADS NOT ALLOWED FOR ANC. BOLTS 4. HOLDOWN BOLTS DO NOT REPLACE ANC. BOLTS 5. APA RATED SHTG. TO BE CD, CC STRUCf. II w/ EXT. GLUE E— JOISTS OR E.N., TYP. RAFTERS SHEATHING TO HAVE A TOP PLATES PANEL INDEX OF 24/0, SEE SCHEDULE. APPLY DIRECTLY TO STUDS @ 16"o.c. WITH STUDS WALL STUD FACE GRAIN PARALLEL BLKG. AT TO SUPPORTS PANEL JOINTS BOT. PLATE 3/8" CLR. MIN. @ PANEL EDGES TO NAILS PLYWOOD LAYOUT P \ i BLKG @ HORIZ. PANEL JOINTS SEE SHEARWALL SCHEDULE - ANCHOR BOLT SPACING PER SHEARWALL SCHEDULE & SHALL BE PLACED 9" MAXIMUM (4" MINIMUM) OF ENDS & SPLICES OF R's. PROVIDE 3" SQ. x 3/16" THK. WASHERS D1' - — EMBEDMENT DEPTH (EXCLUDING CURBS) RAMING HOLES &NOTCHES 3/4" TYP. 4 IL s�.NONE NP. WALL I WALL STL w/ 16d's @ FULL HT, WALL R's 2 SCALE: NONE TYP. WALL SHTG. S STAGGER TOP R SPLICES 4'-0" MIN. DIRECTLY OVER WALL STUDS RIPPED 2x6" DF. USE DROP OFF FROM RIP ;TANDARD STUD NTERSECTIONS SwF NONE DBL. TOP Id's ---- 16d's @ 16"o.c. STAGGERED II HEADER, SEE PLAN — w/ 4-16d EA END 2x KING STUD WALL OPENING SEE ARCH DRWGS. FOR SIZES & LOC. 2x BLK'G. @ 10'-0"o.c. OR @ PANEL JOINTS T 2x SILL R @ INT. DBL 2x SILL R @ EXT. I� WINDOW FRAMING, WHERE OCCURS II P.T. SILL R SEE FOUND. PLAN FOR DETAILS TYP. WALL FRMG. ELEV. SCALE- NONE SCALE: NONE V o�. W r in -M 0 b -5r�'d' U VE!) 0) Lo�7 Lorn c a a�0)� i Q 'f Q �00 t� 0 co W -O -F: Lo O � _ O m J 0 Z O Q cr 0 0 1 li- D ui N 0 06o 0� wUJ Er a o�WowQm ww 0 cc yr BUD J Zi z F Z Z Q J uj 0 z U U c y wDCt a O U 0. 0UCD00- _ .- 0 co Q� w cn Wcn Q J(n w w CO r N N *" w 4*.. CW O' z Ow a - U) cr- cr m co a a z Y a v) �a O O O O 0 m SQ U m JOB NUMBER 16-023. TYPICAL FRAMING SECTIONS & DETAILS S8.1 SHEET NUMBER