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HomeMy WebLinkAboutB17-0430 000-000-0000 N C) N Q - N cn 0 z Q IL w 0 W Q z z cn w O 0- O i v7 w 0 i 0 Q U Q Q 0 0 Q U N TABLE 2304.9.1 - FASTENING SCHEDULE , 50 CONNECTION FASTENING 0,m LOCATION I. Joist to sill or girder 3 - 6d common (2 1/2" x 0.131") 3 - 3" 14 gage staples Aluminum roof coatings 3 - 3" x 0.131" nails toenall 400 Bituminous roof coatings 3 - 3" 14 gage staples I6d common (3 1/2" x 0.162") 16" oz. along edge 2. Bridging to Joist 3 - ad common (2 1/2" x 0.131'9 3 - ad common (2 1/2" x 0.131") 3 - I6d common (3 1/2" x 0.162") minim 3 - 3" x 0.131" nails toenail each end toenail 3 - 3" 14 gage staples 5 - 3" 14 gage staples I Faux finishing 9 coat n9s 3. 1" x 6" subfloor or less to each Joist 3 - ad common (2 1/2" x 0.131") face nail 4. Wider than I" x b" subfloor to each Joist 3 - ad common (2 1/2" x 0.1319 face nail 5. 2" subfloor to Joist or girder 2 - I6d common (3 1/2" x 0.1629 blind and face null 6. Sole plate to Joist or blocking Ibd (3 1/2" x 0.135") at Ib" o.c. Industrial maintenance coatings (see Section 2308.10.1, Table 2308.10.1) 3" x 0.131" nabs at a" 0.6. typical face nail Ma nesfte cement coatings 450 3" 14 gage staples at 12" o.c. 3 - 3" 14 gage staples Metallic pigmented coatings Sole plate to Joist or blocking at 3" - Ibd (3 1/2" x 0.135") at 16" 20.1" diagonal brace to each stud and plate 2 - ad common (2 1/2" x 0.131") braced wall panel 4 - 3" x 0.131" palls at Ib" braced wall panels face nail 350 4 - 3" 14 gage staples per 16" 250 3 - 3" 14 gage staples 1. Top plate to stud 2 - Ibd common (3 1/2" x 0.1629 250 21. 1" x a" sheathing to each bearing 3 - 3" x 0.131" nails end nall 22. Wider than I" x b" sheathing to each bearing 3 - ad common (2 1/2" x 0.131'9 3 - 3" 14 gage staples 23. Built-up corner studs Ibd common (3 1/2" x 0.162"9 8. Stud to sole plate 4 - ad common (3 1/2" x 0.162") 3" x 0.131" nails I6" o.c. 4 - 3" x 0.131" nails toenail Water roof Ing membranes 3" 14 gage staples 3 - 3" 14 gage staples 275 Wood preservatives 24. Built-up girder and beams 2 - I6d common (3 1/2" x 0.162") 340 U) 0) 3" x 0.131" pall at 24" o.c. 3 - 3" x 0.131" nails end null (1a 3 - 3" 14 gage staples staggered on opposite sides 1. Double studs Ibd (3 1/2" x 0.135") at 24" o.c. 2 - 20d common (4" x 0.I112") `v o 3" x 0.131" nail at 5" oz. face nail 3 - 3" x 0.131" nails 3" 14 gage staple at 6" o.c. 10. Double top plates Ibd (3 1/2" x 0.135") at 16' o.c. each splice 3" x 0.131" pall at 12" o.c. typical face nail Ibd common (3 1/2" x 0.162") at each bearing 3" 14 gage staple at 12" o.c. 3 - Iod common (3" x 0.148") Double top plates 8-Ibd common (3 1/2" x 0.162") face nail 12 - 3" x 0.131" nails lap slice 12 - 3" 14 gage staples 27. Jack rafter to hip 3 - 10d common (3" x 0.148") 11. Blocking between Joists or rafters to 3 - ad common (2 1/2" x 0.131") 4 - 3" x 0.131" rolls top plate 3 - 3" x 0.131" nulls toenail 4 - 3" 14 gage staples 3 - 3" 14 gage staples 12. Rim Joist to top plate 6d (2 1/2" x 0.131"9 at 6" O.C. 3" x 0.131" pall at 6" O.C. toenail 3 - 3" x 0.131" nails face nail 3" 14 gage staple of 6" o.c. / 13. Top plates, laps and intersections 2 - I6d common (3 1/2" x 0.1629 , 50 Nonflat coatings 3 - 3" x 0.131" nails face null 150 SCALE: I"=20' -O 3 - 3" 14 gage staples Aluminum roof coatings D PROJECT O JEC T face nall 400 Bituminous roof coatings 14. Continuous header, two pieces I6d common (3 1/2" x 0.162") 16" oz. along edge f� JNOTES SHEET A - E EON 15. Gelling Joists to plate 3 - ad common (2 1/2" x 0.131") 3 - I6d common (3 1/2" x 0.162") minim , 5 - 3" x 0.131" nails toenail FQ 5 - 3" 14 gage staples I Faux finishing 9 coat n9s 4 - 3" x 0.131" nails 16. Continuous header to stud 4 - ad common (2 1/2" x 0.131") toenail 17. Ceiling Joists, laps over partitions 3 - Ibd common (3 1/2" x 0.1(92") minim , 50 Nonflat coatings (see Section 2308.10.4.1, Table 2308.10.4.1) Table 2308.10.4.1 150 SCALE: I"=20' -O \ Aluminum roof coatings 4 - 3" x 0.131" nails face nall 400 Bituminous roof coatings O' 10' 4 - 3" 14 gage staples 350 Bond breakers 350 I8. Gelling Joists to parallel rafters 3 - I6d common (3 1/2" x 0.162") minim , (see Section 2308.10.4.1, Table 2308.10.4.1) Table 2308.10.4.1 50 FQ 150 I Faux finishing 9 coat n9s 4 - 3" x 0.131" nails face nail 350 Floor coatings 100 4 - 3" 14 gage staples 250 Graphic arts coatings (sign paints) 500 14. Rafter to plate 3 - ad common (2 1/2" x 0.131'9 Industrial maintenance coatings (see Section 2308.10.1, Table 2308.10.1) 3 - 3" x 0.131" nails toenail Ma nesfte cement coatings 450 Mastic texture coatings 3 - 3" 14 gage staples Metallic pigmented coatings 500 Multicolor coatings 20.1" diagonal brace to each stud and plate 2 - ad common (2 1/2" x 0.131") 420 Primers, sealers, and undercoaters 2 - 3" x 0.131" palls face nail 350 Recycled coatings 250 3 - 3" 14 gage staples 50 Rust preventative coatings 250 21. 1" x a" sheathing to each bearing 3 - ad common (2 1/2" x 0.1319 face nail 22. Wider than I" x b" sheathing to each bearing 3 - ad common (2 1/2" x 0.131'9 face nail 23. Built-up corner studs Ibd common (3 1/2" x 0.162"9 24" o.c. 340 3" x 0.131" nails I6" o.c. Tub and the refinish coatings 420 Water roof Ing membranes 3" 14 gage staples 16" o.c. 275 Wood preservatives 24. Built-up girder and beams 20d common (4" x 0.Ig29 32" o.c. 340 U) 0) 3" x 0.131" pall at 24" o.c. face nail at top and bottom (1a 3" 14 gage staple at 24" o.c. staggered on opposite sides 2 - 20d common (4" x 0.I112") `v o 3 - 3" x 0.131" nails face nail at ends and at 3 - 3" 14 gage staples each splice 25. 2" planks Ibd common (3 1/2" x 0.162") at each bearing 26. Collar tie to rafter 3 - Iod common (3" x 0.148") 4 - 3" x 0.131" nails face nail 4 - 3" 14 gage staples 27. Jack rafter to hip 3 - 10d common (3" x 0.148") 4 - 3" x 0.131" rolls toenail 4 - 3" 14 gage staples 2 - Ibd common (3 1/2" x 0.162") 3 - 3" x 0.131" nails face nail 3 - 3" 14 gage staples 28. Roof rafter to 2 -by ridge beam 2 - I6d common (3 1/2" x 0.1629 3 - 3" x 0.131" palls toenail 3 - 3" 14 gage staples 2 -Ibd common (3 I/2" x 0.1629 3 - 3" x 0.131" nails face nail 2016 GREEN CODE COMPLIANCE CHECKLIST 3 - 3" 14 gage staples 21. Joist to band Joist 3 - I6d common (3 1/2" x 0.162") 4 - 3" x 0.131" nails face nail RESISDENTIAL MANDATORY MEASURES 4 - 3" 14 gage staples 30. Ledger strip 3 - I6d common (3 1/2" x 0.1(02") 4 - 3" x 0.131" nulls face nail 4.106.2 A PLAN IS DEVELOPED AND IMPLEMENTED TO MANAGE STORM WATER DRAINAGE 4 - 3" 14 gage staples 4.106.3 DURING CONSTRUCTION. I SURFACE DRAINAGE TO BE DIRECTED AWAY FROM STRUCTURES SEE SHEET A -I. 31. Wood structural panels and particleboardb 1/2" and less 6d `'1 subfloor, roof and wall sheathing (to framing) 2 3/6" x 0.113" nail" 1 3/4" I6 gage 4.106.4 PROVIDE CAPABILITY FOR ELECTRIC VEHICLE CHARGING IN ONE AND TWO 11/52" to 3/4" Sddor (ode FAMILY DWELLINGS AND IN TOWNHOUSES WITH ATTACHED PRIVATE GARAGES; 2 3/6" x 0.113" nail P 'd' REFER TO ELECTRICAL NOTES ON SHEET f - I. 2" 16 gage P 1/6" to I" ad` 4.201.1 BUI DING SH LL ET R EXCEE TH MIN UM REQUIREMENTS OF THE I Ila" to 1 1/4" 10ddor add CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. Single Floor (combination subfloor- 3/4" and less bd` 4.303.1 PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND underloyment to framing) 1/5" to I" ad` SHOWERHEADS) INSTALLED IN RESIDENTIAL BUILDINGS SHALL COMPLY WITH THE 1 1/e" to 1 1/4" Ioddor ad e 4.303.2 PRESCRIPTIVE REQUIREMENTS OF SECTIONS 4.303.1.1 THROUGH 4.303.1.4.4. PLUMBING FIXTURES AND FITTINGS REQUIRED IN SECTION 4.303.1 SHALL BE 32. Panel siding (to framing) 1/2" or less bdf 5/6" ad INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE REFERENCED STANDARDS. 33. Fiberboard sheothingg 1/2" No. 11 gage roofing nail h bd common nail (2" x 0.113") 4.304.1 AUTOMATIC IRRIGATION SYSTEM CONTROLLERS INSTALLED AT THE TIME OF No. Ib gage stopleI FINAL INSPECTION SHALL BE WEATHER OR SOIL -MOISTURE BASED. 25/32" No. II gage roofing nailIn Sd common Hall xo.131") 4.406.1 ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER s � No. Ib stapll e OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST gage -7 THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTOR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO ENFORCING AGENCY. 34. Interior paneling 114 4d J 3/b"" bd k 4.408.1 RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 PERCENT OF THE For 51: I inch = 25.4 mm. hor NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE: a. Common box nails are permitted to be used except where otherwise stated. I. COMPLY WITH A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION b. Nolls spaced at 6 Inches on center at edges, 12 inches at Intermediate supports except 6 Inches at supports WASTE MANAGEMENT ORDINANCE; OR where spans are 45 Inches or more. For rolling of wood structural panel and particleboard diaphragms and 2. A CONSTRUCTION WASTE MANAGEMENT PLAN, PER SECTION 4.408.2; OR shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. 3. A WASTE MANAGEMENT COMPANY, PER SECTION 4.408.3 OR; c. Common or deformed shank (bd - 2" x 0.113"; ad - 2 I/2" x 0.131"; IOd - 3" x 0.148"). 4. THE WASTE STREAM REDUCTION ALTERNATIVE, PER SECTION 4.408.4. d. Common (bd - 2" x 0.115"; ad - 2 1/2" x 0.151"; IOd - 3 x 0.14a"). 4.410.1 AN OPERATION AND MAINTAINANCE MANUAL SHALL BE PROVIDED TO THE e. Deformed shank (6d - 2" x 0.113"; ad - 2 1/2" x 0.131"; Iod - 3" x 0.1469. BUILDING OCCUPANT OR OWNER. f. Corrosion -resistant siding (66 - 11/5" x 0.106"; ad - 2 3/b" x 0.12,5") or casing (6d - 2" x O.Ogq"; ad - 2 1/2" 4.503.1 ANY INSTALLED GAS FIREPLACES SHALL BE DIRECT -VENT SEALED -COMBUSTION x 0.113") nail. TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH U.S. g. Fasteners spaced 3 Inches on center at exterior edges and 6 inches on center at intermediate supports, when EPA PHASE II EMISSION LIMITS WHERE APPLICABLE. WOOD STOVES, PELLET STOVES inches o center at center o he edges and 12 he n used as structural sheathing. Spacing shall be b inches on cent n t g AND FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. intermediate supports for nonstructural applications. In. Corrosion -resistant roofing nails with 1/16 -Inch -diameter head and 11/2 -inch length for 142 -Inch sheathing and 4.504.1 DUCT OPENING AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS 13/4 -inch length for 25/32 -inch sheathing.SHALL BE COVERED DURING CONSTRUCTION. i. Corrosion -resistant staples with nominal 1/I6 -Inch crown and 11/b- Inch length for 1/2 -Inch sheathing and 4.504.2.1 ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND 11/2 -inch length for 25/32 -inch sheathing. Panel supports at 16 inches (20 Inches if strength axis in the long OTHER TOXIC COMPOUNDS LIMITS. direction of the panel, unless otherwise marked). 4.504.2.2 PAINTS, STAINS AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS. J. Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.012") nails spaced b Inches on panel edges, 12 Inches at 4.504.2.3 AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED Intermediate supports. k. Panel supports at 24 inches. Casing or finish nulls spaced b Inches on panel edges, 12 Inches at intermediate supports. MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS. I. For roof sheathing applications, ad nails (2 1/2" x 0.113") are the minimum required for wood structural panels. 4.504.2.4 DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT VOC LIMIT m. Staples shall have a minimum crown width of 1/16 Inch. FINISH MATERIALS HAVE BEEN USED. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, a Inches at intermediate supports. 4.504.3 CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS. o. Fasteners spaced 4 Inches on center at edges, a inches at intermediate supports for subfloor and wall 4.504.4 80% OF FLOOR AREAS RECEIVING RESILIENT FLOORING SHALL COMPLY WITH Sheathing and 3 Inches on center at edges, 6 Inches at Intermediate supports for roof sheathing. SPECIFIED VOC CRITERIA. p. Fasteners spaced 4 Inches on center at edges, b Inches of intermediate supports. 4.504.5 PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD PLYWOOD USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS. 4.505.2 VAPOR RETARDER AND CAPILLARY BREAK IS INSTALLED AT SLAB ON GRADE FOUNDATIONS. 4.505.3 MOISTURE CONTENTS OF BUILDING MATERIALS USED IN WALLS AND FLOOR FRAMING IS CHECKED BEFORE ENCLOSURE. 4.506.1 BATHROOM EXHAUST FANS EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING: I. 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 PERCENT TO A MAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. B. A HUMIDITY CONTROL MAY BE A SEPERATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL (I.E., BUILT-IN). 4.501.2 HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED, AND EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 1. ESTABLISH HEAT LOSS AND HEAT GAIN VALUES ACCORDING TO ANSI/RCCA 2 MANUAL J-2004 OR EQUIVALENT. 2. SIZE DUCT SYSTEMS ACCORDING TO ANSI/ACCA I MANUAL D-2009 OR EQUIVILENT. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL 5-2004 OR EQUIVALENT. 102.1 HVAC SYSTEM INSTALLERS ARE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS. - - - - 102.2 SPECIAL INSPECTORS EMPLOYED BY THE ENFORCING AGENCY MUST BE QUALIFIED 1117-0430 AND ABLE TO DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY ARE INSPECTING 1142-020 020 103.1 VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDING OR INSTALLER CERTIFICATION, s11,11) GWI c0� INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH SHOW SUBSTANTIAL CONFORMANCE. 4117/2017 IN' ('2 TABLE 4.504.3 VOC, CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2, 3 165.210' N 310-56'-41'W 4' CONC. WALK GAS ' METER I 1 I DRI EWAY - --- - - ----- CONCRETE UT N IT 12'-0° o ro 165.210' N 31044-47W 40'-01, 2016 CALIFORNIA GREEN BUILDING CODE TABLE 4.504.1 ADHESIVE VOG LIMIT 1,:2 TABLE 4.504.2 SEALANT VOG LIMIT GUYNN AVENUE N SiTE PLAN 50 Nonflat coatings 100 Nonflat-hl h gloss coatings 150 SCALE: I"=20' -O 100 Aluminum roof coatings 400 Basement Specialty coatings 400 Bituminous roof coatings O' 10' 20' 50' 350 Bond breakers 350 Concrete curing compounds 350 Concrete/mosonry sealers 100 Driveway sealers 50 FQ SECTION 4.303 - INDOOR WATER USE: Grams of VOC per Liter of Coating, Less Water and Less Exempt Compounds in Oroms per Liter Less Water and Less Exempt Compounds in Grams per Liter Less Water d Less Exempt per Liter WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. anCompounds in Grams COATING CATEGORY EFFECTIVE 1/1/2011 Fiat coatings 50 Nonflat coatings 100 Nonflat-hl h gloss coatings 150 Specialty Coatings 100 Aluminum roof coatings 400 Basement Specialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 350 Concrete curing compounds 350 Concrete/mosonry sealers 100 Driveway sealers 50 Dry fog coatings 150 I Faux finishing 9 coat n9s 350 Fire resistive coatings 350 Floor coatings 100 Form -release compounds 250 Graphic arts coatings (sign paints) 500 High temperature coatings 420 Industrial maintenance coatings 250 Low solids coatings 1 120 Ma nesfte cement coatings 450 Mastic texture coatings 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and undercoaters 100 Reactive penetrating sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs - Clear - OPOCLUC 730 550 Specialty rimers, sealers, and undercoaters 100 Stains 250 Stone consolidates 450 Swimming pool coatings 340 Traffic marking coatings 100 Tub and the refinish coatings 420 Water roof Ing membranes 250 Wood coatings 275 Wood preservatives 350 Zinc -rich primers 340 I. Grams of VOC per liter of coating, Including water and including exempt compounds. 2. The specified limits remain in effect unless revised limits are listed in subsequent columns In the table 3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February I, 2008. More information is available from the Air Resources Board. ARCHITECTURAL APPLICATIONS CURRENT VOG LIMIT Indoor carpet adhesives 50 -Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood Flooring adhesives 100 Rubber floor adhesives b0 subfloor adhesives 50 Ceramic tile adhesives 65 VCT and asphalt tile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives '70 Structural glazing adhesives 100 Single -ply roof membrane adhesives 250 Other adhesives not 5pecIfically specificallylisted 50 SPECIALTY APPLICATIONS o FAN EFFICACY WATTS/CFM PVC welding 510 CPVC welding 410 AB5 welding 325 Plastic cement Helding 250 Adhesive primer for plastic 550 Contact adhesive a0 ecial purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to metal 30 Plastic foam 50 Porous material (except wood) 50 Wood Flooring adhesive 30 Fiberglass 80 I. 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 anality Management District Rule 116a. SEALANTS CURRENT VOG LIMIT Architectural 250 Marine deck 760 Nonmembrone roof 300 RoodHog 250 51ngle-ply roof membrane 450 Other 420 SEALANT PRIMERS o HIGH QUALITY INSULATION INSTALLATION�QII) Architectural - Nonpourous - Pourous 250 715 Plastic cement welding 500 Adhesive primer for plastic "160 Contact adhesive "150 Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: I. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 2. Single showerheads shall have a maximum flow rate of note more than 2.0 gallons For minute at &0 psl. Showerheads shall be certified to the performance criteria of he U.S. EPA WaterSense Specification for Showerheads. 3. Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 50 psi, or the showers all 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. 4. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons pper minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not TABLE 4.504.5 be less than O.a gallons per minute at 20 psl. FORMALDEHYDE LIMITSI 5. The maximum flow rate of lavatory faucets installed in common and public use I areas (outside of dwellings or sleeping units) in residential buildings shall not exceed Maximum Formaldehyde Emissions In Parts per Million 0.5 gallons per minute at 60 psi. PRODUCT EFFECTIVE July 1_2012 Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particleboard 0.04 r Medium densityfiberboa d 0.11 Thin medium density fiberboard 2 0.13 6. Metering faucets when installed in residentol building shall not deliver more than 0.25 gallons per cycle. 1. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow about the maximum rate, but not to exceed 2.2 gallons per minute 60 psi, and must default to a maximum flow ucet rate of 1.8 gallons per minute at 60 psi. Note: where complying fa s are unavailable, aerators or other means may be used to achieve reduction. I. Values In this table are derived from those specified by the 8. Plumbing fixtures and fittings shall be installed in accordance with the California California Air Resources Board, Air Toxics Control Measure Plumbing Code, and shall meet the applicable standards referenced In Table 1701.1 of for Composite Wood as tested in accordance with ASTM E the California Plumbing Code. 1333-16 (2002). For additional information, see California Code of Regulatons, Title 17, Sections 13120 through 13120.12. 2. This medlum density fiberboard has a maximum thickness of 13 mm. 2016 CALIFORNIA ENERGY CODE SHEET INDEX SHEET It HERS FEATURE SUMMARY A-1 THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD -VERIFIED BY A CERTIFIED HERS RATER AS A CONDITION FOR z MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. ADDITIONAL DETAIL IS PROVIDED IN THE BUILDING (j COMPONENTS TABLES BELOW. A-2 BUILDING -LEVEL VERIFICATIONS: A-3 o HIGH QUALITY INSULATION INSTALLATION�QII) BUTTE COUNTY o IAQ MECHANICAL VENTILATION BUILDING DIVISION COOLING SYSTEM VERIFICATIONS: APPROVED SCOPE OF WORK S-1 e MINIMUM AIRFLOW S-2 o VERIFIED EER S-3 o VERIFIED SEER � o REFRIGERANT CHARGE 130 o FAN EFFICACY WATTS/CFM PERMIT# eUTTECO,U`;DEVELOPMENT HVAC DISTRIBUTION SYSTEM VERIFICATIONS: 1ERvi1-1�CEs REW 1 u` v V _ DETAILS CODtun-­ LIANCE a DUCT SEALING <. i-7 DOMESTIC HOT WATER SYSTEM VERFICATIONS: DATE i t • BY TITLE24 ENERGY COMPLIANCE >i NONE SHEET INDEX SHEET It SHEET CONTENTS A-1 SHEET INDEX VICINITY MAP, CODE ANALYSIS, SCOPE OF WORK z SITE PLAN GREEN BUILDING MANDATORY MEASURES (j VOC LIMITS AND FIXTURE FLOW RATE TABLES A-2 FLOOR PLAN A-3 EXTERIOR ELEVATIONS - FRONT, LEFT, REAR A-4 EXTERIOR ELEVATIONS - RIGHT A-5 ROOF PLAN PROJECT NOTES I SCOPE OF WORK S-1 FOUNDATION PLAN S-2 ROOF FRAMING PLAN S-3 SECTION CUTS � v E -I ELECTRICAL PLAN R D-1 DETAILS D-2 DETAILS T24 TITLE24 ENERGY COMPLIANCE >i CODE ANALYSIS CODE: 2016 CALIFORNIA BUILDING CODE (CBC) iL 2016 CALIFORNIA RESIDENTIAL CODE (CRC) 2016 CALIFORNIA MECHANICAL CODE (CMC) z 2016 CALIFORNIA PLUMBING CODE (CPC) 2016 CALIFORNIA ELECTRICAL CODE (CEC) (j 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBC) D 016 ITTr A ENI F.ELY ODE (CENC) CONSTRUCTION: V -B OCCUPANCY: R -3/U USE: RESIDENCE/PRIVATE ATTACHED GARAGE SCOPE OF WORK CONSTRUCTION OF A NEW 4 -BEDROOM RESIDENCE. FIRE SPRINKLER SYSTEM AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION R313.3 OF THE 2016 CRO OR NFPA 13D. CONSTRUCTION WASTE MANAGEMENT SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS I THROUGH S. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. I. IDENTIFY THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT, OR SALAVAGE 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 DIVERSION FACILITIES 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. MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE THE BMP'S (BEST MANAGEMENT PRACTICES) L15TF-D BELOW MUST BE IN PLACE DURING CONSTRUCTION. THE BMP'S LISTED ARE THE MINIMUM REQUIREMENTS AND ADDITIONAL BMP'S COULD BE REQUIRED BA5ED ON SITE CONDITIONS. I • STABILIZED ENTRY: PROVIDE MINIMUM 3" TO 6" FRACTURED ROCK 50' LONG x 15' WIDE BY b" DEEP OVER CONSTRUCTION GRADE FABRIC. • ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED UP ON A DAILY BASIS. WHEN STREETS ARE NET OR DURING A RAIN EVENT THERE SHALL BE NO TRAGKI NG OF SOILS ONTO THE STREET. • WATTLE5 INSTALLED PROPERLY BEHIND CURB OR SIDEWALKS • ROCK BA05 (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150'0r- THE 50'OFTHE PROJECT SITE. • INTERNAL FILTERS PLACED INSIDE EACH DRAIN INLET. • TRASH BARS ACRO55 THE BACK OF ALL DRAIN INLETS. • STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK OF CURB OR 51DEWALK. (STRAW OR ER05ION BLANKETS MAY BE USED FOR THIS APPLICATION.) • STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF. (5TRAW, VI5QUEEN OR EROSION BLANKETS MAY BE USED FOR THI5 APPLICATION.) • ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM 51DEWALK5 AND STORM DRAIN INLETS. • PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE 51TE MUST BE KEPT OFF OF STREETS AND SIDEWALKS AND AT LEAST 5' FROM THE NEAREST STORM DRAIN INLET. • ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOXES, PAINT BUCKETS, GLEANING MATERIAL CONTAINER5 ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUNOFF. • PROVIDE A DF-51ONATED AREA FOR CONCRETE WASHOUT. HAY BALES LINED WITH VISQUEEN MAY BE USED FOR THIS APPLICATION. ROLL -AWAY 5IN5 MAY AL50 BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. • AFTER INSTALLATION OF THE ABOVE ITEMS I5 COMPLETE A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'5. VICINITY MAP BELL RD SITE�� P� �v A*1 � P U -1 1cENNEDr Ave • GDF FIRE STA. 043 ,Q (Volunteer) a N N. UNDO qy 1"lle C -Ory - Revisions: 13 .4/15/2011 Plot Date: 4/15/2011 I ��SEp ARCy/� * o. 1 693 REN Q CA1-�F��� lK- O L w iL ON 0 z o co 0 w (j r- In U D 4 N O O N c+') U w 0) m _ 00 U a � oo0 = � � v R � Q >i u1 qa � No �i Ln I S1 M ui d Q F- v7 W r 10 U) 0) (1a U U `v o MU ��SEp ARCy/� * o. 1 693 REN Q CA1-�F��� lK- O L w v z w D 4 w o � v � � v � � z qa � �i Z I S1 2,8 0 6 Date: 4-2011 Drawn: GC Job No: I6-109 Sheet: Am of: co 0 N 0 N a - CN I p oI LL] I- Q z a - C) W z z Lu J 37 0 C7 O i w LL O p Q U d a p / Q Q U N L=15'-2" 5'-9" 12'-4" WATER HEATER NOTES AT D S-; I m�� PH j �s� i Ln INSTALLATION INSTRUCTIONS. FF 1� 4 s VENT FLUE THROUGH ROOF 4. PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO THE L EXTERIOR. TERMINATE TOWARD THE GROUND. MAINTAINING cn BETWEEN C AND 24" OF CLEARANCE FROM THE GROUND, AND POINT DOWNWARDS. e S. --� - 30SQ SH 3050 TERMINATION AND THE SPACE WHERE THE WATER !LI sy ti� I BATH 3 A CONDENSATE DRAIN THAT IS NO MORE THAN 2 BEDRM INCHES HIGHER THAN THE BASE OF THE INSTALLED o WATER HEATER, AND ALLOWS NATURAL DRAINING f f 9'-1" CLG CARPET 5'-9" 12'-4" O 6068 BYPASS - I v - - - - MIN MIN pBL SHELFtPOLE H13 3MC 3'-10„ Ck 41_0„ = Z 0 , A _ C S-3 -4" 22'-6" IT -2" 10'-4" Af A WATER HEATER NOTES COND I m�� PH j �s� 2. Ln INSTALLATION INSTRUCTIONS. FF 1� 4 s VENT FLUE THROUGH ROOF 4. PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO THE L EXTERIOR. TERMINATE TOWARD THE GROUND. MAINTAINING cn BETWEEN C AND 24" OF CLEARANCE FROM THE GROUND, AND POINT DOWNWARDS. e S. A CATEGORY III OR IV VENT, OR A TYPE B VENT O WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER !LI UNIT L =3 BATH 3 A CONDENSATE DRAIN THAT IS NO MORE THAN 2 ,\ V� v INCHES HIGHER THAN THE BASE OF THE INSTALLED o WATER HEATER, AND ALLOWS NATURAL DRAINING , 3650 SH 3650 SH A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. 8. UNIT TO BE MINIMUM OF 18" ABOVE FINISH FLOOR O � I - FIRE PLACE NOTES I. REFER TO 2016 CALIFORNIA GREEN BUILDING CODE COMPLIANCE CHECKLIST ON SHEET A -I, ITEM 4.503.1 2. ;5 �� Lu 9,_I„ CLG TILE s CONDITIONS OF THE LISTING. 3. FIREPLACES SHALL BE TESTED IN ACCORDANCE O 6068 BYPASS - I v - - - - MIN MIN pBL SHELFtPOLE H13 3MC 3'-10„ Ck 41_0„ = Z 0 , A _ C S-3 -4" 22'-6" IT -2" 10'-4" Af A v I cn I I M� I f O d- f O v7— _ /0 I ---------- S-3 aK of1-71 03 AG ND I SI,�� 5 -0 3'-6 hj, BEDRM SOFFIT Ln N I� i 3-3050 FX �- +8 -1 T.P. I SOFFIT � AT POPOUT I BEDRM 3 _ i 3'-6N 3'-0" W EAD 2 8' VET COFFERED CLG j � CARPET I m 9'-1" CLG cep td' I I CARPET O oo \ �'c pt0�� � e G��� N 2; _0„ _ _I I �� F01 -cn °� 0 G \ G�c r - - -I - - „ - - - - - - - - - \ -I 1. 9'-I" (PLATE 6'-I I/2" I'-10 I/2" 9-I PLATE 1 q,_q,. j ZERO CLEARANCE I CLG 19'-I„ 3' 6 I/2" 3'-g" I i GAS FIREPLACE W/ 12 I I CLG RAISED TILE HEARTH I I F -z `7 Iii I wrL I �; I 'I N - - - - DBL SHELFtPOLE_ ac m WZ LLDe- _0" I — — — — — — — — — — — — — — cv ao p W w LC] I _ " _____�'� 0 2'-10' 6068 BYPASS 2'=2""- 2'_8" KITCHEN �� t I=co 2868 Z.© .............. ........................... 9'-I" CLG �� i 1 w I w ARCH TILE ------ ;�� I Z°° - - - 1 >_ ` _I cn O o ----- �� ;' i 3 i GREAT ROOM i w i -- � U = w 2'_0' r I 10 I L=IV48" ---------- �— HALL p d I o i 2668 I� I 12'-I" CLG O c BEDRM '4 9'-1" CLG �------'•i � I CARPET � oc � "' 9'-1" CLG CARPET PANTRY - t �, CL CLOSET t W CARPET 9'-I" CLG FURNACE I , „ I z W I -J TILE m 9'-I' CLG I w s IN ATTIC i 10 -I I ,,, _� CARPET t o I° U' S 5 I/ " 4'-2" i 2'-0° PLATE _,, I Ji °° - — — — — — — 1 0 0 lLS o SOFFI ofco JLu 2x4 INTERIOR' t 12'-I" CLG I 2468 v' WALL, TYPICAL - -------------------- c -1 3010 , ori I 10'-I" CLG =I HALL o 2 -0" ARCH Foci I 9 -I TOP o t co n,¢" ATE19'-1" CLG 1.2 tE-10-I CLG PL _1n CLG I CARPET _M4'-8" _--- - - - - -' - 10'-1 1/2" IO' -2" .------- C-8" T 6'-0" �" �.:.. �" SLIDE IN - - - - - - - --------- -ATTIC"r-"'•, LINEN +30" DESK +36" CBT ACCESS `v l °� E ---10'-I" T.P. ```So,��i �,�� 2x6 WALL 22'x30 101-11' T.P. MC LAUNDRYZ TILS CLG - lfl � T-10° I m = 9'-1" CLG - FRAME WALL \\\ ENTRY c ELECO TILE o SUB in ? I99 MAIN �, 6� PANEL MP L ENC - TO l0' -I" PLATE �L� CLGt M. BATH LAUNDRY (SHADED) 9'-1" CL wo w ------ ---- SINK X36°x48" m n I = DEN :0 TILEF- �~ i DTOSA ii W i i Z S �- °PLATE DINING RM 10'-I" CLG °° o> o nJ u - - - - - - _ 00LLcn cY= IO'_I„ CLG CARPET „ + �o� o SHELF tf f POLE i O �LL,� B �z ------- -----, ��U MT CARPET 9 -1 oonLO 7-7-77- 7 7 \ / � A �) 20 -MIN OR } �m 3010 Sc 9 MC �, 1 3/8" MIN k .`ti o _ k �� _ L=11-4 ^� L-4 10 � -10'-I" T.P. I PR 1050 TEMP SDLT o00 HR - - - - - - - - - - - - -1 ry SOLID CORE' ry _� N 6016 FX TEMP ABV _ -�, _°° PH c PR 3050 SH 10, PR 3050 S�i o KEG] 4x6��16 FX AB a L5 ► 6616 FX ABV I TILE w GAS -FIRE j wc� I 3'-1" 3'-6,. 5'_3" �0 �D 03 TANKLESS W `r COY. PORCH U i `r 0o WATER HEATER I I Ck i w a TOPE SH CH 10 -I' M SEE W.H. NOTES I 3 10'-I" CLG < I A o HD +8' THIS SHEET i I _ _ _ _ _ _ _ _ _ _ I _ _ PLASTER SOFFIT_ t PLATE 1° ARCH - - - - CULTURED ----------- ARCH VENEER +� �+ -------------- - SHEARPLY CONT. j BEHIND FRAMING i i 10" 9'-0" 9'-1" TOP o I I PLATE i I cr- i I I I I GARAGE L=35'-0" I 9'-1" CLG j I PERFORATED D�5/8" TYPE "X" GYP bD � SHEARWALL I AT WALLS AND CEILING j o _ ' - - - - - - - - - - ` - - - -1 NOTE: ALL DUCTS PENETRATING THROUGH I "' I WALLS AND CEILINGS! THAT SEPARATE THE i c DWELLING FROM THE I GARAGE SHALL BE w t CONSTRUCTED OF A; MINIMUM 26 GAUGE I L=29'-0" o t GALVANIZED SHEET METAL OR EQUIVA ENT. I o i CRC SECTION 8302.5.2. I I t I 1 o < I m � 1 I I 2x6 EXTERIO WALL FRAMING, TYPICAL N _________ --- ____J I _ I I A _._._.............................. _._....................... --- -- -_........... _.............. _._....... -- ........... __._._. - - - HB � � I 3050 SH 3050 SH '0 'off I of o� I � f 1'-6" I'-6" 12'-4" T-0" Ir 1'-4" I 28,_0n 981_0" i f j � I D C B A O O S-3 5-3 g-3 5-3 0� ('L \�0 0 0 I 0 5'-0" x 4'-0" TILE SHOWER OVER M.R. GYP BD W/ TEMP GL ENCL I CCI H. FRAMING LEGEND 2x4 STUDS AT IC O.C. CRIPPLE FRAME ATOP TOP PLATE CONT. FRAME TO BOTTOM OF SCISSOR TRUSS 2x6 STUDS AT IC O.C. 10'-I" TOP PLATE (SHADED AREAS) SEE DETAIL 13/D-2 FOR TYPICAL TOP PLATE SPLICE SHEAR SCHEDULE SHEARWALL BRACED PANEL WALL PANEL DESCRIPTION Oj 3/8" CDX PLYWOOD WITH 8d NAILS AT 0 O.C. EDGE t 12" O.C. FIELD. 3/8" CDX PLYWOOD WITH 8d NAILS AT 4" O.C. EDGE t 12" O.C. FIELD 3/8" CDX PLYWOOD WITH 8d NAILS AT 3" O.C. EDGE t 12" O.C. FIELD ISAC CDX PLYWOOD WITH IOd NAILS AT C O.C. EDGE t 12" O.C. FIELD Q 15/16" CDX PLYWOOD WITH IOd NAILS AT 4" O.C. EDGE t 12" O.C. FIELD 15/16" CDX PLYWOOD WITH IOd NAILS AT 3" O.C. EDGE t 12" O.C. FIELD 1/2" GYPSUM WALLBOARD WITH 5d NAILS AT l" O.C. EDGE t FIELD UNBLOCKED AB 5/8" GYPSUM WALLBOARD WITH 6d NAILS AT 1" O.C. EDGE It FIELD UNBLOCKED 1/8" CEMENT PLASTER OVER EXPANDED ZL METAL OR WOVEN WIRE LATH WITH NO. 16 GAGE STAPLES, 1/8" LEG AT 6" OC 10 5/8" T-1-11 PLYWOOD SIDING W/ 10d NAILS AT V O.C. EDGE t 12" O.C. FIELD ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIALS. GENERAL NOTES I. EXTERIOR WALLS SHALL BE 2x6 DF42 AT IC O.C. TYPICAL INTERIOR WALLS SHALL BE 2x4 DF42 AT 16" O.C. TYPICAL PLUMBING WALLS SHALL BE 2x6 DF42 AT 16" O.C. TYPICAL UNLESS OTHERWISE NOTED. 2. HEADERS TO BE 4x12 DF42 AT 2x4 AND 6x8 DF42 AT 2x6 STUDS, TYPICAL UNLESS OTHERWISE NOTED. 3. ALL DIMENSIONS ARE TO FACE OF STUD, MASONRY, CONCRETE, ETC. TYPICAL UNLESS NOTED OTHERWISE. 4. PROVIDE BLOCKING AS REQUIRED FOR FIRE, WALL MOUNTED EQUIPMENT OR ACCESSORIES, NAILING OR BACKING 5. PROVIDE M.R. GYPSUM BOARD BEHIND ALL TUBS AND SHOWERS, TYPICAL. 6. ALL WINDOWS HEAD HEIGHT SHALL BE +1'-0" ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE 1. FIRE SPRINKLER DESIGN BY OTHERS. 8. SET DOORS C MIN. OFF OF PERPENDICULAR WALLS TO ALLOW FOR TRIM. 9. PROVIDE BLOCKING AT STUD BAYS EACH SIDE OF EXTERIOR DOOR KING STUDS, TYPICAL. 10. THE MAXIMUM ELEVATION CHANGE BETWEEN THE FINISHED FLOOR AND THE LANDING AT ANY EXTERIOR DOOR SHALL NOT EXCEED 1-3/4" PER CRC SECTION 8311.3.2 WATER HEATER NOTES COND PROVIDE GAS-FIRED TANKLESS WATER HEATER. 95% EF m�� PH j �s� 2. SECURE TO WALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. FF 1� 4 3. VENT FLUE THROUGH ROOF 4. PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO THE L EXTERIOR. TERMINATE TOWARD THE GROUND. MAINTAINING BETWEEN C AND 24" OF CLEARANCE FROM THE GROUND, AND POINT DOWNWARDS. e S. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER !LI UNIT f =3 BATH 3 A CONDENSATE DRAIN THAT IS NO MORE THAN 2 ,\ V� v INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING 3650 SH 3650 SH A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. 8. UNIT TO BE MINIMUM OF 18" ABOVE FINISH FLOOR O � t FIRE PLACE NOTES I. REFER TO 2016 CALIFORNIA GREEN BUILDING CODE COMPLIANCE CHECKLIST ON SHEET A -I, ITEM 4.503.1 2. ;5 �� Lu 9,_I„ CLG TILE CONDITIONS OF THE LISTING. 3. FIREPLACES SHALL BE TESTED IN ACCORDANCE v WITH UL 121. INSTALLATION MANUAL SHALL BE AVAILABLE FOR REVIEW BY THE BUILDING INSPECTOR. 1 - -- ---------- ARCH ----------- ARCH 2,806 .f -- ®~ 24 TB 2668 - -� T j ------------- COV. PATIO -- �, I U HB S P a 6�— y DBL SHELFtPOLE ---------------wZ _ Ln 9-I CLG " PLASTER SOFFIT ac I a I a a - ----� 305015H 30 015H �Y tJ7 J --- ----�- 6068 BYPASS i i "� 9'-I" CLG TILE 2'-1" Ck o A j P-0" i 2868 = 3'_6n 6" - 03'- II v I cn I I M� I f O d- f O v7— _ /0 I ---------- S-3 aK of1-71 03 AG ND I SI,�� 5 -0 3'-6 hj, BEDRM SOFFIT Ln N I� i 3-3050 FX �- +8 -1 T.P. I SOFFIT � AT POPOUT I BEDRM 3 _ i 3'-6N 3'-0" W EAD 2 8' VET COFFERED CLG j � CARPET I m 9'-1" CLG cep td' I I CARPET O oo \ �'c pt0�� � e G��� N 2; _0„ _ _I I �� F01 -cn °� 0 G \ G�c r - - -I - - „ - - - - - - - - - \ -I 1. 9'-I" (PLATE 6'-I I/2" I'-10 I/2" 9-I PLATE 1 q,_q,. j ZERO CLEARANCE I CLG 19'-I„ 3' 6 I/2" 3'-g" I i GAS FIREPLACE W/ 12 I I CLG RAISED TILE HEARTH I I F -z `7 Iii I wrL I �; I 'I N - - - - DBL SHELFtPOLE_ ac m WZ LLDe- _0" I — — — — — — — — — — — — — — cv ao p W w LC] I _ " _____�'� 0 2'-10' 6068 BYPASS 2'=2""- 2'_8" KITCHEN �� t I=co 2868 Z.© .............. ........................... 9'-I" CLG �� i 1 w I w ARCH TILE ------ ;�� I Z°° - - - 1 >_ ` _I cn O o ----- �� ;' i 3 i GREAT ROOM i w i -- � U = w 2'_0' r I 10 I L=IV48" ---------- �— HALL p d I o i 2668 I� I 12'-I" CLG O c BEDRM '4 9'-1" CLG �------'•i � I CARPET � oc � "' 9'-1" CLG CARPET PANTRY - t �, CL CLOSET t W CARPET 9'-I" CLG FURNACE I , „ I z W I -J TILE m 9'-I' CLG I w s IN ATTIC i 10 -I I ,,, _� CARPET t o I° U' S 5 I/ " 4'-2" i 2'-0° PLATE _,, I Ji °° - — — — — — — 1 0 0 lLS o SOFFI ofco JLu 2x4 INTERIOR' t 12'-I" CLG I 2468 v' WALL, TYPICAL - -------------------- c -1 3010 , ori I 10'-I" CLG =I HALL o 2 -0" ARCH Foci I 9 -I TOP o t co n,¢" ATE19'-1" CLG 1.2 tE-10-I CLG PL _1n CLG I CARPET _M4'-8" _--- - - - - -' - 10'-1 1/2" IO' -2" .------- C-8" T 6'-0" �" �.:.. �" SLIDE IN - - - - - - - --------- -ATTIC"r-"'•, LINEN +30" DESK +36" CBT ACCESS `v l °� E ---10'-I" T.P. ```So,��i �,�� 2x6 WALL 22'x30 101-11' T.P. MC LAUNDRYZ TILS CLG - lfl � T-10° I m = 9'-1" CLG - FRAME WALL \\\ ENTRY c ELECO TILE o SUB in ? I99 MAIN �, 6� PANEL MP L ENC - TO l0' -I" PLATE �L� CLGt M. BATH LAUNDRY (SHADED) 9'-1" CL wo w ------ ---- SINK X36°x48" m n I = DEN :0 TILEF- �~ i DTOSA ii W i i Z S �- °PLATE DINING RM 10'-I" CLG °° o> o nJ u - - - - - - _ 00LLcn cY= IO'_I„ CLG CARPET „ + �o� o SHELF tf f POLE i O �LL,� B �z ------- -----, ��U MT CARPET 9 -1 oonLO 7-7-77- 7 7 \ / � A �) 20 -MIN OR } �m 3010 Sc 9 MC �, 1 3/8" MIN k .`ti o _ k �� _ L=11-4 ^� L-4 10 � -10'-I" T.P. I PR 1050 TEMP SDLT o00 HR - - - - - - - - - - - - -1 ry SOLID CORE' ry _� N 6016 FX TEMP ABV _ -�, _°° PH c PR 3050 SH 10, PR 3050 S�i o KEG] 4x6��16 FX AB a L5 ► 6616 FX ABV I TILE w GAS -FIRE j wc� I 3'-1" 3'-6,. 5'_3" �0 �D 03 TANKLESS W `r COY. PORCH U i `r 0o WATER HEATER I I Ck i w a TOPE SH CH 10 -I' M SEE W.H. NOTES I 3 10'-I" CLG < I A o HD +8' THIS SHEET i I _ _ _ _ _ _ _ _ _ _ I _ _ PLASTER SOFFIT_ t PLATE 1° ARCH - - - - CULTURED ----------- ARCH VENEER +� �+ -------------- - SHEARPLY CONT. j BEHIND FRAMING i i 10" 9'-0" 9'-1" TOP o I I PLATE i I cr- i I I I I GARAGE L=35'-0" I 9'-1" CLG j I PERFORATED D�5/8" TYPE "X" GYP bD � SHEARWALL I AT WALLS AND CEILING j o _ ' - - - - - - - - - - ` - - - -1 NOTE: ALL DUCTS PENETRATING THROUGH I "' I WALLS AND CEILINGS! THAT SEPARATE THE i c DWELLING FROM THE I GARAGE SHALL BE w t CONSTRUCTED OF A; MINIMUM 26 GAUGE I L=29'-0" o t GALVANIZED SHEET METAL OR EQUIVA ENT. I o i CRC SECTION 8302.5.2. I I t I 1 o < I m � 1 I I 2x6 EXTERIO WALL FRAMING, TYPICAL N _________ --- ____J I _ I I A _._._.............................. _._....................... --- -- -_........... _.............. _._....... -- ........... __._._. - - - HB � � I 3050 SH 3050 SH '0 'off I of o� I � f 1'-6" I'-6" 12'-4" T-0" Ir 1'-4" I 28,_0n 981_0" i f j � I D C B A O O S-3 5-3 g-3 5-3 0� ('L \�0 0 0 I 0 5'-0" x 4'-0" TILE SHOWER OVER M.R. GYP BD W/ TEMP GL ENCL I CCI H. FRAMING LEGEND 2x4 STUDS AT IC O.C. CRIPPLE FRAME ATOP TOP PLATE CONT. FRAME TO BOTTOM OF SCISSOR TRUSS 2x6 STUDS AT IC O.C. 10'-I" TOP PLATE (SHADED AREAS) SEE DETAIL 13/D-2 FOR TYPICAL TOP PLATE SPLICE SHEAR SCHEDULE SHEARWALL BRACED PANEL WALL PANEL DESCRIPTION Oj 3/8" CDX PLYWOOD WITH 8d NAILS AT 0 O.C. EDGE t 12" O.C. FIELD. 3/8" CDX PLYWOOD WITH 8d NAILS AT 4" O.C. EDGE t 12" O.C. FIELD 3/8" CDX PLYWOOD WITH 8d NAILS AT 3" O.C. EDGE t 12" O.C. FIELD ISAC CDX PLYWOOD WITH IOd NAILS AT C O.C. EDGE t 12" O.C. FIELD Q 15/16" CDX PLYWOOD WITH IOd NAILS AT 4" O.C. EDGE t 12" O.C. FIELD 15/16" CDX PLYWOOD WITH IOd NAILS AT 3" O.C. EDGE t 12" O.C. FIELD 1/2" GYPSUM WALLBOARD WITH 5d NAILS AT l" O.C. EDGE t FIELD UNBLOCKED AB 5/8" GYPSUM WALLBOARD WITH 6d NAILS AT 1" O.C. EDGE It FIELD UNBLOCKED 1/8" CEMENT PLASTER OVER EXPANDED ZL METAL OR WOVEN WIRE LATH WITH NO. 16 GAGE STAPLES, 1/8" LEG AT 6" OC 10 5/8" T-1-11 PLYWOOD SIDING W/ 10d NAILS AT V O.C. EDGE t 12" O.C. FIELD ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIALS. GENERAL NOTES I. EXTERIOR WALLS SHALL BE 2x6 DF42 AT IC O.C. TYPICAL INTERIOR WALLS SHALL BE 2x4 DF42 AT 16" O.C. TYPICAL PLUMBING WALLS SHALL BE 2x6 DF42 AT 16" O.C. TYPICAL UNLESS OTHERWISE NOTED. 2. HEADERS TO BE 4x12 DF42 AT 2x4 AND 6x8 DF42 AT 2x6 STUDS, TYPICAL UNLESS OTHERWISE NOTED. 3. ALL DIMENSIONS ARE TO FACE OF STUD, MASONRY, CONCRETE, ETC. TYPICAL UNLESS NOTED OTHERWISE. 4. PROVIDE BLOCKING AS REQUIRED FOR FIRE, WALL MOUNTED EQUIPMENT OR ACCESSORIES, NAILING OR BACKING 5. PROVIDE M.R. GYPSUM BOARD BEHIND ALL TUBS AND SHOWERS, TYPICAL. 6. ALL WINDOWS HEAD HEIGHT SHALL BE +1'-0" ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE 1. FIRE SPRINKLER DESIGN BY OTHERS. 8. SET DOORS C MIN. OFF OF PERPENDICULAR WALLS TO ALLOW FOR TRIM. 9. PROVIDE BLOCKING AT STUD BAYS EACH SIDE OF EXTERIOR DOOR KING STUDS, TYPICAL. 10. THE MAXIMUM ELEVATION CHANGE BETWEEN THE FINISHED FLOOR AND THE LANDING AT ANY EXTERIOR DOOR SHALL NOT EXCEED 1-3/4" PER CRC SECTION 8311.3.2 ... _................... _....... __... t0 BUILDING AREA CONDITIONED AREA: ........................... 2,809 SF GARAGE: ................................................ 920 SF COVERED PORCH: .................................. IL4 SF COVERED PATIO: .................................. 239 SF Date: 4-2011 Drawn: GC PERMIT# r�I-7- 0L13I BUTTE COUNTY DEVELOPMENT SERVICES Job No: I6-109 REVIEWED FOR CODE COMPLIANCE DATE i• It -1-7 BY At� FLOOR PLAN Revisions: 41IS12011 Plot Date: 4/15/2011 N0 V n^ o rnrn= a0 U on �m� �@) >i Q >n M w QI -- U) Lil> r a ') U) rn W tn U U (Q 4 o v cU WATER HEATER NOTES I. PROVIDE GAS-FIRED TANKLESS WATER HEATER. 95% EF INSTALL PER CPC REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. 2. SECURE TO WALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. FF 1� 4 3. VENT FLUE THROUGH ROOF 4. PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO THE L EXTERIOR. TERMINATE TOWARD THE GROUND. MAINTAINING BETWEEN C AND 24" OF CLEARANCE FROM THE GROUND, AND POINT DOWNWARDS. e S. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER !LI HEATER IS INSTALLED. f i 6. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 ,\ V� v INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE. 1. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. 8. UNIT TO BE MINIMUM OF 18" ABOVE FINISH FLOOR O � t FIRE PLACE NOTES I. REFER TO 2016 CALIFORNIA GREEN BUILDING CODE COMPLIANCE CHECKLIST ON SHEET A -I, ITEM 4.503.1 2. FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING. 3. FIREPLACES SHALL BE TESTED IN ACCORDANCE v WITH UL 121. INSTALLATION MANUAL SHALL BE AVAILABLE FOR REVIEW BY THE BUILDING INSPECTOR. 1 ... _................... _....... __... t0 BUILDING AREA CONDITIONED AREA: ........................... 2,809 SF GARAGE: ................................................ 920 SF COVERED PORCH: .................................. IL4 SF COVERED PATIO: .................................. 239 SF Date: 4-2011 Drawn: GC PERMIT# r�I-7- 0L13I BUTTE COUNTY DEVELOPMENT SERVICES Job No: I6-109 REVIEWED FOR CODE COMPLIANCE DATE i• It -1-7 BY At� FLOOR PLAN Revisions: 41IS12011 Plot Date: 4/15/2011 N0 V n^ o rnrn= a0 U on �m� �@) >i Q >n M w QI -- U) Lil> r a ') U) rn W tn U U (Q 4 o v cU SCALE: 0' 1' 2' 3' 4' 8' ( 1 1 1 1 I Sheet: Z%= 2 of: ARCy�T ��SED �G PEi� Aw�iti�c� * 18693 R eq Q f9TF OF CAL�F���� i } i FF 1� O L LI v z !LI f C)LLI ,\ V� v v O � nnO Lu v LLI Sl z 2,806 SCALE: 0' 1' 2' 3' 4' 8' ( 1 1 1 1 I Sheet: Z%= 2 of: co O N 0 N 11 N I LO n 0z w f - LO Q 0 w Q z z I w J 0 0 / w 0 N 0 Q U Q Q Q Q U N n LEFT ELEVATION SCALE: 10'-I" PLATE 9'_I'_PLATE_ _ _ — ® 0 .... ... 1 t I -A A f I EXTERIOR CEMENT PLASTER, AP IN NO LESS THAN 2 COATS OVE LAYERS OF GRADE D PAPER, PE SECTIONS R103.6.2 AND R103.6.3 FRONT ELEVATION reTIz-/1`4/ >eyt- SCALE. €E D -I 5CREED FINISH GRADE I THE MAXIMUM ELEVATION CHANGE BETWEEN THE FINISHED FLOOR AND THE LANDING AT ANY EXTERIOR DOOR SHALL NOT EXCEED 1-3/4" PER CRC SECTION 8311.3.2 CULTURED STONE VENEER - _ _ _ _FINISH FLOOR T -I" PLATE - _ _ _ _FINISH FLOOR f 1'-0" OH IO'-I"PLATE - - - - -_-_-_9'-I" PLATE - - - 8'-1" PLATE FINISH FLOOR PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE r)ATF- ��G{-r`� BY LV_ EXTERIOR ELEVATIONS SCALE: AS NOTED Revisions: 4/14/2011 Plot Date: 4/15/2011 Date: 4-2011 Drawn: GC Job No: 16-109 Sheet: A03 of: SED ARIL, �G Awl/.�,Fc� P * j8f�3 R � Q ��qTF or CAoF���� fl- LO U 1� n cV O O LL Lu N M U v C3) Ql = Lu 0 CO CO U O = v M U In to v in : V O v L_ nnO 1� III II Lu v Q u- (9 N ul 7- O 2,806 M M W U) M wr Q fl N rn w U U O T (Q v M U Date: 4-2011 Drawn: GC Job No: 16-109 Sheet: A03 of: SED ARIL, �G Awl/.�,Fc� P * j8f�3 R � Q ��qTF or CAoF���� 1� O LL Lu v Lu Qom\ v to v u 1 )) : V O v L_ nnO 1� III II Lu N ul 7- 2,806 Date: 4-2011 Drawn: GC Job No: 16-109 Sheet: A03 of: a - C) N 0 N Ln Ln N I Ll co Q 0 Lu Q z z LO Lu 0 0 i i w H O N 0 Q U Q a 0 0 Q U N D.S D.S. ROOF FLAN SCALE: 1/8"=1'-O" RIGHT ELEVATION SCALE: 1/ -f"=1' -O" 9'-1" PLATE PERMIT# Clil C)L"- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR FINISH FLOOR CODE COMPLIANCE DATE �' l / 7 By AZ ROOF imLAN EXTERIOR ELEVATIONS SCALE: AS NOTED Revisions: —11 @1 4/3/2011 Plot Date: 4/15/2011 Date: 9-2011 gRC411 F, GC O N �: 16-109 � o � 8.93 R Q ��qTF or CAL\F��\ h U 0 N O L j� N Mu a ,u V M o) _ CO CO U O O = L V1 v to/ 1� Q :<1LI Lu Z mLtj V LO til O m w d Q) � w r Q LO Nrn U U O �Q \J M U Date: 9-2011 gRC411 F, GC Job No: 16-109 � o � 8.93 R Q ��qTF or CAL\F��\ 1� 0 L ,u V L V1 v to/ 1� :<1LI Lu Z mLtj V til O 2,8 0 6 Date: 9-2011 Drawn: GC Job No: 16-109 Sheet: ooa of: V11 w° PROJECT NOTES 0 N r O N L11 N I U7 Z Q J IL LL1 F- U) U) 6' O I w Q z z z U I �n w O 0 i U-1 LL Q Q ❑ Q Rcy,T j� O N U No. 1 3 GENERAL NOTES FLASHING RESIDENTIAL LIGHTING MEASURES DESIGN LOADS 1. All work on this project shall conform to the 2016 editions of the CRC, CBC, 1. All flashing shall be 26 ga, galy, Iron, unless otherwise noted. Prime & paint General: Seismic Site Class "Y "B" CFC, CPC, CMC, CEC, Green Building Code and 2016 California Energy Code and flashing to match adjacent construction color. 1. All installed luminaires shall be high -efficacy in accordance with CEnC Table Wind 110 mph exposure LU any other applicable county and/or city codes and ordinances, 2. Flash and counter -flash at all roof/wall connections. 150.0-A. Floor live load n/a psf = (n m00 2. Written dimensions are to be used, do not scale drawings. 3. Wall flashing- Approved corrosion -resistant flashing shall be applied single fashion 2. At least one luminaire in bathrooms, garages, laundry rooms and utility rooms shall Roof live load 18 psf 3. Specific information on the drawing differing from these notes shall apply. in a manner to prevent entry of water into the wall cavity or penetration of water be controlled by a vacancy sensor. 4. The contractor shall verify site conditions and their correlations with the drawings. to the building structural framing components. Self -adhered membranes used as 3. LED lights shall be certified in accordance with Joint Appendix JAB -Qualification CONCRETE NOTES � 5. In the event certain features of the construction are not fully shown on the flashing shall comply with AAMA 711. Fluid -applied membranes used as flashing in Requirements for Residential Luminaires Using LED Light Source. � drawings or called for in the notes, then their construction shall be of the same exterior walls shall comply with AAMA 714. The flashing shall extend to the surface 4. Dimmers or vacancy sensors shall control all interior luminaires, Exception: 1, Concrete shall have a minimum compressive strength at 28 days and a maximum N character as for similar conditions that are shown or called for and shall be approved of the exterior wall finish. Luminaires in closets less than 70 sf, and luminaires in hallways. 5. Luminaires recessed into insulated ceilings shall meet all of the following slump of: Strength... 2500 psi Slump... 4" 2. Construction joints shall be prepared to expose clean, solidly embedded aggregate by the architect, 6. The drawings represent the finished structure. Unless otherwise indicated, they FIRE STOP NOTES requirements: a. Be listed, as defined in section 100.1, for zero clearance insulation contact (IC) over the entire joint interface, 3. Placement of pipes, conduits, or other embedded items in the concrete shall be in M1 do not indicate the method of construction. 7. All exterior walls to be 2x6 studs at 16" o,c. U.N.O. All interior walls to be 2x4 1. Fire -stopping shall be provided to cut off all concealed draft openings (both by Underwriters Laboratories of other nationally recognized testing/rating accordance with these drawings, studs at 16" o.c. U.N.O. vertical and horizontal) and shall form a barrier between a top story and roof space, laboratories; and 4. Contraction joints in slabs, shall be so placed that the maximum dimension and area 8. Bedroom window finished sill height to be 44" maximum at egress windows. and in the following specific locations: b. Have a label that certifies that certifies that the luminaire is airtight with air of any section do not exceed 30 feet and 600 square feet, respectively. m 9. All exhaust fans, gas ranges, and clothes dryers to be vented to outside, A) In exterior or interior stud walls, at ceilings. leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E 5. Structural steel shapes, tubes and pipes embedded in concrete shall have a 10. Finish grade and finish floor elevations to be field set. Drainage around all structures is to be away from buildings at 57% slope for minimum 10". Swale as B) In all stud walls and partitions, including furred spaces, so placed that the maximum dimension and any concealed space is not over 10 feet, 283; and c. Be sealed with a gasket or caulk between the luminaire housing and ceiling, and minimum of 3" concrete cover, 6. Bottoms of all footings shall rest on firm, undisturbed soil. required, C) Any other locations not specifically mentioned above, such as holes for pipes, shall have all air leak paths between conditioned and unconditioned spaces sealed 7. A concrete mix design is provided which addresses bleeding, shrinkage and curling. 11. Dimensions noted "clear" or "clr" are minimum required dimensions and must be shafting, behind furring strips and similar places which could afford a passage for with a gasket or caulk; and accurately maintained. flames. d. Shall contain light sources that comply with References Joint Appendix JAB, "JA8-2116-E" REINFORCING STEEL 12. All dimensions are to face of stud, face of concrete, or face of masonry, unless 2. Penetrations of rated assemblies shall be fire -stopped. Fire stopping shall be an approved material as by the State Fire Marshall, including the elevated temperature requirements, and that are marked as specified in Reference Joint Appendix JAB; and 1, Reinforcing steel at foundation footings to conform to ASTM A615 and be otherwise noted. prescribed e, Allow ballast maintenance and temperature to be readily accessible to building intermediate grade deformed bars- type N, grade 40. Reinforcing steel at retaining ENERGY NOTES ELECTRICAL NOTES occupants from below the ceiling without requiring the cutting of holes in the ceiling; walls to conform to ASTM A615, including supplement. All bars shall be new stock and deformed bars, grade 40 for #4 bars and smaller, and grade 60 for #5 and larger 1. All exterior doors and windows shall be weather stripped. 2. All joints and in exterior walls, floors, and ceilings shall be caulked 1. A ground fault circuit interrupter (GFCI) is required for all 125 volt single phase 15- and 20- amp receptacles installed in bathrooms, garages, accessory buildings, f, Shall not contain screw base sockets. 6. Exhaust fan housings shall not be required to be certified airtight. bars, typical unless otherwise noted. Bars to be welded shall conform to ASTM 706. 2. Unless noted, reinforcement bars to be lapped minimum 40 bar diameters. U penetrations and sealed. outdoors, in unfinished basements, under -floor areas, laundry, utility, kitchen 7. For single-family residential buildings, outdoor lighting permanently mounted to a 3. Bends in reinforcement shall be in accordance with ACI 318-05. (Q";' 3. Exhaust fans and fan systems to have backdraft damper control, countertops and within 6" of a bar sink and bathtub or shower stalls- where residential building, or to other buildings on the same lot shall be: 4. All dimensions shown for locations of reinforcing steel are to face of bar and 4. Shower heads and faucets shall be certified by the C.E.C. receptacles are installed within 6 feet of the outside edge of the bathtub or shower a. High efficacy in accordance with CEnC Table 150.0-A. b, Controlled by a manual ON and OFF switch that does not override to ON the denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is 5. All gas appliances shall have an intermittent ignition device, 6. Insulation: Walls 2x6 R-21 with ]"foam, Attic R-49. Sound insulation at interior stall. 2. Electrical contractor to verify all fixture and device locations with Owner, requirements in (c) or (d) below, exposed to earth but is against forms. Slabs on grade shall have reinforcing at walls to be 3 1/2" sound batts at bedroom, laundry room and bathroom walls. 7. Exterior windows, and doors with glazing, shall have permanent NFRC levels 3. Electrical contractor shall pre -wire for telephones and T.V. outlets. 4. Smoke detectors shall be provided in compliance with local building code as shown c. Controlled by photocell and a motion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within mid -depth unless otherwise noted. 5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in attached, U -values of doors or windows shall meet Title 24 calculations. 8. Title 24 Installation Certification form CF -6R shall be to issuance of on drawings, direct wire w/ battery backup, 5. Electrician shall install all built-in appliances. 6 hours, or d. Controlled by astronomical time clock. Controls that override to ON shall not concrete construction except where shown otherwise, Horizontal laps in adjacent bars shall be staggered 5-0" minimum. Vertical bars shall be one piece full height. posted prior Certificate of Occupancy. 6. Provide 110 V outlet for power and service in the attic and a switched light in be allowed unless the override shall automatically return the astronomical clock to its 9, Ducts to be constructed per C.M.C. Insulate all ducts in unconditioned space with attic, normal operation within 6 hours, and which is programmed to automatically turn the ROUGH CARPENTRY R-6,0 minimum insulation. 10, Water heating equipment shall be certified by the C.E.C.. Water heater energy 7. Provide minimum 200 amp electrical service, 8, In the kitchen, dining room, or similar area of a dwelling unit, the two or more outdoor lighting OFF during daylight hours, 1. addition framing operations normal to the fabrication and erection indicated on factor to be .95 minimum. Pipe within 5"-0" of the water heater (in unconditioned 20 -ampere small appliance branch circuits required shall serve all receptacle outlets VENTILATION the Drawings, install wood blocking and backing required for the work of other e i space) shall be insulated with R-3 insulation, 11. Mechanical equipment energy rating: AFUE=.95 for the furnace, SEER=16.0, and receptacle outlets for refrigeration equipment. Counter top receptacles shall be provided with a min. of two small appliance branch circuits. 1. Provide attic ventilation at areas with attic. Venting to be at a ratio of 1:300. For trades. 2. Structural framing shall be Douglas Fir of the grades indicated or better (WWPA EER=12.0. 9. One outlet on a separate 20 amp circuit must be provided for the laundry area ventilation calculations refer to the roof framing plan. Cover vents with 1/4" grading rules): 12. All windows to be IowE2 dual glazed with vinyl frames. and be within six feet of the intended location of the appliance. This circuit shall corrosion resistant wire mesh. 2. Provide vents at areas with crawl space, see foundation plan for vent 2x joists and rafters - NO.2 Posts and beams - N0. 1 13. Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 40 lumens per watt (usually fluorescent). have no other outlets. 10, Metal water pipe and other metal piping that may become energized to the galvanized size and location. Venting to be at a ratio of 1:150. Locate vents close to corners Studs - NO. 2 14. Provide insulation certificate prior to final inspection, service equipment shall be bonded, and on at least two opposite sides to provide cross ventilation. Cover vents with Sills and plates - NO. 2 HF 15. This building incorporates a Radiant barrier, see roof framing plan for more 11. Provide arc fault interrupter breaker at the main panel for all bedroom circuit 1/4" corrosion resistant wire mesh. Sills on concrete - PTHF information. outlets. 12. Arc -fault circuit -interrupter protection to all 120 volt, single phase, 15 and 20 HEATING, COOLING AIR CONDITIONING Misc. framing not noted - NO. 2 3. Wood sills bearing on concrete shall be attached as noted on the Foundation Plan, GLAZING & WINDOW NOTES ampere branch circuits supplying outlets installed in dwelling units shall be protected by a listed arc -fault circuit interrupter, combination type installed to provide 1. The heat loss and heat gain of the air conditioned portion of the building shall be anchors shall be within 12" of the end of each piece, and 72" oc max. Each sill shall receive at least two (2) anchors. This information will govern unless more stringent 1. Doors, windows, and shower doors within hazardous areas to be impact resistant protection of the branch circuit. Includes lights, receptacles and smoke detectors, 15 20 determined by a licensed heating and air conditioning contractor or engineer. Such shall assume all responsibility for adequately heating and cooling the building, criteria is indicated on the plans, 4, Bolt holes in wood or steel shall be 1/16" larger than bolts, glass. 2. All glass less than 18" above adjacent walking surfaces or within 24" radius of 13. Tamper-resistant receptacles: All 125 volt, single phase, and ampere receptacles shall be listed tamper resistant receptacles. person 2. The systems shall be properly balanced by the Mechanical contractor. 5. All nuts shall be tightened when placed and re -tightened prior to application of door jambs in closed position shall be fully tempered. 14. Bathroom receptacle outlets shall be supplied by at least one 20 -ampere branch have 3. It shall be the responsibility of the Mechanical contractor to verify in the field that registers, ducts, etc, are not located so as to cause subsequent damages to finish or at completion of job, 6, Framing hardware shall be Simpson STRONG -TIE or approved equal, with 3. All window frames to be set in full bed of mastic. Lap building wrap over window flange except at sill. circuit. Such circuits shall no other outlets. 15. Fixtures, lamp holders and receptacle outlets shall be securely supported. A fixture structural members in the framing, connectors as specified in the catalog NO.0-2016. that weighs more than 6 pounds or exceeds 16" in any direction shall not be 4. All electrical disconnects, service wiring and conduit shall be made by the 7. Wall top -plates shall have joints at a stud center line. INTERIOR FINISHES supported by the screw shell of the lamp holder, Outlet boxes shall not be used as Electrical contractor. Control devices and their installation shall be by the Mechanical the sole support for ceiling contractor. HOLDOWNS 1. Flame spread index - Wall and ceiling finishes shall have a flame spread index of not than 200.Smoke Developed index- Not greater than 450. (paddle) fans. 16. Receptacles installed in wet or damp locations must be listed weather -resistant 5. Provide R/A grille with filter. 6. All HVAC registers & diffusers to have adjustable dampers, 1. Install holdowns per manufacturers specifications. Unless noted otherwise, holdowns greater 2. Floors and walls above bathtubs with installed shower heads and in shower type, labeled "suitable for wet locations or "suitable for damp locations". 17. All luminaires located in wet locations shall be marked, "suitable for wet locations" 7. Provide dual setback thermostats, 8. All exhaust fans to have backdraft damper and a minimum of 50 cfm on shown adjacent to a window or a door shall be attached to the king studs. 2. Provide continuous edge -nailing through plywood to studs, which have a holdown. compartments shall be finished with a non-absorbent surface and such wall surfaces shall extend to a height of not less than 6 feet above the floor. and all luminaires located in damp locations shall be marked, "suitable for wet intermittent system. Vent to outside air. locations. 9. Provide mechanical unit on concrete pad. Confirm size and location. MANUFATURED TRUSSES STREET NUMBERS 18, Panel board(s) shall be provided with a circuit directory or circuit identification. Every circuit and circuit modification shall be legibly identified as to its clear, FINISH CARPENTRY 1. Submit plans and calculations to Architect and Building Department prior to 1. Provide a prominent identification number at each unit not less than 4" in height and which is easily visible from vehicular and or pedestrian traffic, evident, and specific purpose or use. The identification shall include an approved degree of detail that allows each circuit to be distinguished from all others. Spare 1, Perform all work necessary and required for finish woodwork including, but limited installation. 2. Truss details and calculations for roof trusses shall be prepared and signed by a positions that contain unused overcurrent devices or switches shall be described to: California registered Civil Engineer substantiating adequacy of trusses to support DOOR AND HARDWARE NOTES accordingly. The identification shall be included in a circuit directory that is located A) Interior trim and millwork. dead plus live loads. on the face or inside of the panel door in the case of a panelboard and at each B) Similar assemblies of finish wood. 1. All exterior and interior door hardware to be as selected by owner. Exterior and switch or circuit breaker in a switchboard or switchgear. No circuit shall be described C) Hanging interior doors. GLUE -LAMINATED BEAMS interior hardware finish to be as selected by owner. Key all exterior doors alike. in a manner that depends on transient conditions or occupancy. D) Installation of manufactured items not specifically noted to be installed by 1. Materials, manufacture, and quality control of glued -laminated beams shall be in 2. Privacy locks to be provided at Master bedroom and all bathroom doors, others. 2. Materials accordance with ANSI/AITC A190.1. Fabrication shall be in an approved fabricators 3. Provide 1 1/2 pair butts per door. 4. Each door to be provided w/ door stop. A) Cleats and hook strips: Pine, B) Closet shelves 1x12 particle board. shop. 2. Laminating combinations shall meet the requirements of ANSI/AITCA190.1, and DRYWALL 3. All millwork shall be fabricated and assembled from measurements taken at the site, shall meet the requirements of or exceeding the values noted in table, 2010 4. Casing trim, Cleats, etc.: Apply with appropriate size nails countersunk and filled. California Building Code for the appropriate combination noted on the plans. Unless 1. All gypsum board seams to be taped. Texture walls and ceilings with light All materials shall be applied to solid backing or applied with appropriate fasteners. otherwise noted, beams used for this project shall be 24F -V4, DF/DF. 3. Glued -Laminated members shall bear a quality mark and a conformance with knockdown finish typical U.N.O. PLUMBING ANSI/AITC A190.1. This certificate of conformation shall be submitted to the field 2. Install mold resistant board at all wet areas. inspector prior to completion of the farming inspection. 3. . Install metal edge at all exposed exterior corners. 4. Cut all openings for outlets, switches etc., score 8 knock -out method will not be 1. The drawings are schematic and indicate the systems and equipment to be used, 4. Glue -Laminated members used exterior applications and not protected from Plumbing contractor shall verify clearances, shall lay out and coordinate the plumbing moisture shall be Alaska Yellow Cedar. Combinations: 20F -V12 AC/AC, FB=2,000 used, 5. Gypsum board to be painted with primer coat prior to texturing. work with the work of other trades, and shall confirm the location of and install psi, MOE = 1,500,000psi, fc (perp) = 560 pai. 6, Fasteners shall conform with CRC table 702.3.5 and shall be applied in such a sleeves and hangers so that work of other contractors is not delayed. PLYWOOD NOTES manner as not to fracture the face paper with the fastener head, Fasteners shall be 2. Install gate valve at service entrance to building, 3. All fixtures shall be supplied with hot and/or cold water, waste and vent piping as spaced a minimum of 3/8 inch from edges and ends. 7. All edges and ends shall occur on the framing members, except those edges and required. Waste and soil lines shall comprise a complete sanitary system from each General Provisions 1. Identification requirements Each shall be identified with the appropriate ends which are perpendicular to the framing members. fixture to, and connected with the waste system. 4. All waste lines shall have a continuous fall of 1/4" per foot inside the building, panel trademark of the American Plywood Association, and shall meet the requirements of 5. Cleanouts shall be placed to service waste system in accordance with applicable the latest edition of U.S. product standards PS -1 or one of APAs performance codes and best plumbing practices. 2. Panel thickness, grade and group number or span rating shall be at least equal to 6. Approved backflow prevention devices shall be provided on hose bibs. that shown on the drawings. Application shall be in accordance with recommendations of the American Plywood Association. 3. Nails at plywood panels shall have 3/8" edge distance and nail heads shall butt at center line of single supporting member with edge mailing from each panel into that member. 4. Plywood panels shall butt at center line of single supporting member with edge nailing from each panel into that member. 5. No piece of plywood, floor, or wall sheeting shall be less than 12" in least dimension. Roof Sheeting 1. Panel roof sheathing shall be APA RATED SHEATHING EXP 1, size and nailing as per drawings. Install with the long dimension of the panel across supports, except where noted and with panel continuous over two or more spans, Allow 1/8" spacing at panel ends and 1/4" spacing at panel edges. Shearwalls 1. Panel wall sheathing shall be APA RATED SHEATHING EXP 1, size and nailing per drawings, Allow 1/8" spacing at all panel end and edge joints. PERMIT# NII - vQ`> BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COLE COMPLIANCE �c rF S ll C"7 BY �i U U i N Revisions: 4/15/2017 Plot Date: 4/15/2011 0 Rcy,T j� O N U No. 1 3 RE �qTF OF o D Il(�L�lllJ � N O LU NC; U U o � = (n m00 � � v 00 O O = p LU z W � z m � ¢ a L7 N IL. V � M1 Tn m w� a'n Nrn W U U U (Q";' ar) v U U 0 Rcy,T AWS/�Fc� * No. 1 3 RE �qTF OF CA\_\F���� w v Z LU D � LU o � v � � v p LU z W � z m � N z EE2:,06 Date: 9-2011 Drawn: GC Job No: I6-109 Sheet: C� of: Revmom: I I Plot Date: 4/15/2011 I O N u O LM O N O O " m U CD c _ a 0 U O O T U Q Q Li. C9 d M M I w Q) d � > r Q 10 � rn U U vO Q ccn U Date: 9-2017 Drawn: GC Job No: 1d-109 Sheet: &I of: Wk 1TFc � N C_ 18693 �k RE ��qTF Q or- CA-\F���� O LL LU v z to U' Unn-//.� O 1� � � v O O L � > /�- LU (`LU V O u.-'' O 7- 21806 Date: 9-2017 Drawn: GC Job No: 1d-109 Sheet: &I of: HIP JACKS AT 24" O.C. LSTA9 BEAM TO TOP PLATE LSTA9 BEAM TO TOP PLATE X � 6x12 BEAM �� \ ✓ENTILATION RATE SUMMARY WHOLE BUILDING 2,806 S.F. / 100 = 28.06 S.F. 1.5 S.F. x (4 B/R + 1) = 31.5 S.F. 28.06 S.F. + 31.5 S.F. = 65.56 S.F. REQUIRED KITCHEN HOOD OVER RANGE MUST BE ) 100 CFM. BATHROOM BATHROOM EXHAUST FAN MUST BE ) 50 CFM.* GENERAL NOTES I. KITCHENS AND BATHROOMS SHALL HAVE LOCAL EXHAUST FANS VENTED TO THE OUTSIDE. 2. VENTILATION AIR SHALL COME FROM THE OUTSIDE AND MAY NOT BE TRANSFERED FROM ADJACENT DWELLING UNITS, GARAGES, OR CRAWLSPACES. 3. AWAY FRO N INTAKESOWN SHALL BE LOCATED AT A 10 FOOT MIN. 4. VENTILATION SYSTEMS THAT SUPPLY AIR TO HABITABLE SPACES SHALL BE EQUIPPED WITH A MERV-6 OR BETTER FILTER. S. FANS USED FOR WHOLE HOUSE AND LOCAL VENTILATION SHALL BE RATED FOR SOUND AND AIRFLOW. A. ALL CONTINUALLY OPERATED FANS SHALL BE RATED AT A MAX. OF 1.0 SONE. B. INTERMITTENTLY OPERATED WHOLE -BUILDING VENTILATION FANS SHALL BE RATED AT A MAX. OF 1.0 SONE. C. INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT A MAX. OF 3.0 SONE. D. REMOTELY LOCATED AIR -MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE SPACES) NEED NOT MEET SOUND REQUIREMENTS IF THERE IS AT LEAST 4 FEET OF DUCTWORK BETWEEN THE FAN AND THE INTAKE GRILL. L. VENTILATION SYSTEM CONTROLS SHALL $E LABELED AND THE HOME OWNER SHALL BE PROVIDED WITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM. WHOLE HOUSE VENTILATION OPTIONS WHOLE HOUSE VENTILATION REQUIREMENTS MAY BE MET BY THE FOLLOWING: I. A CONTINUALLY OPERATED LOCAL EXHAUST FAN*. MULTIPLE FANS MAY BE USED TO MEET THE MINIMUM WHOLE -HOUSE VENTILATION REQUIREMENTS. 2. A CONTINUALLY OPERATED LOCAL SUPPLY FAN. MULTIPLE FANS MAY BE USED TO MEET THE MINIMUM WHOLE -HOUSE VENTILATION REQUIREMENTS. 3. BOTH EXHAUST AND SUPPLY FANS: EXHAUST AND SUPPLY FAN CFM MAY NOT BE ADDED TO ACHIEVE MIN. CFM REQUIREMENTS. 4. VENTILATION TNI�ESNEFEFRAESTFONTO THECONI CONDITIONING YSTTMM REQUIREMENTS MODIID CMTR INTERMITTENT OPERATION. A CONTINUALLY OPERATED BATHROOM EXHAUST FAN WILL MEET THE WHOLE HOUSE VENTILATION REQUIREMENT FOR THIS PROJECT IF CFM IS GREATER THAN 65.56 Revisions: �I 4/14/2011 Plot Date: 4/15/2011 N (nrn 0) U = 00 00 U �ooz f'� M C7 r Q ti c� ppa uJ Ru � QN a Wr 4 Lo Nrn W< U Q TO M U 11 L.IVV V Date: 4-2011 Drawn: GC Job No: 16-109 Sheet: 0 CONTINUOUS CSI6 STRAP 2x RAFTER ROOF SHEATHING IIII IIII II � TRUSSES 0 AT 24" O.C.—I ( HIP BLOCK TRUSSES AT CSI6 / STRAP \ \ t FRAMING 04 FRAMING ELEVATION AT LINE B SCALE: I" B O CONTINUOUS CSI STRAP WITH 8d j AT 6" O.C. so ROOF SHEATHING N' TRUSSES AT 24" O.C. 2x BLK'G 2x FRAMING EACH SIDE OF TRUSS MATCH SHEAR PLY BELOW 2x FLAT, ATTACH TO TOP PLATE W/ 16d AT 12" O.C. E.N. -------- -------- —E.N. TOP PLATE SHEAR PLY PER PLAN WALL FRAMING 03 C514 STRAP AT LINE B AT BLOCKING cJ_2 SCALE: I" ROOF SHEATHING ' CONTINUOUS CSI6 1 STRAP WITH 8d AT 6" O.C. E.N. --------- — ------------ I 2x6 RAFTER I i I NOTCH AT TRUSS I I TnP r pnRn HIP JACKS AT 24" O.C. LSTA9 BEAM TO TOP PLATE LSTA9 BEAM TO TOP PLATE X � 6x12 BEAM �� \ ✓ENTILATION RATE SUMMARY WHOLE BUILDING 2,806 S.F. / 100 = 28.06 S.F. 1.5 S.F. x (4 B/R + 1) = 31.5 S.F. 28.06 S.F. + 31.5 S.F. = 65.56 S.F. REQUIRED KITCHEN HOOD OVER RANGE MUST BE ) 100 CFM. BATHROOM BATHROOM EXHAUST FAN MUST BE ) 50 CFM.* GENERAL NOTES I. KITCHENS AND BATHROOMS SHALL HAVE LOCAL EXHAUST FANS VENTED TO THE OUTSIDE. 2. VENTILATION AIR SHALL COME FROM THE OUTSIDE AND MAY NOT BE TRANSFERED FROM ADJACENT DWELLING UNITS, GARAGES, OR CRAWLSPACES. 3. AWAY FRO N INTAKESOWN SHALL BE LOCATED AT A 10 FOOT MIN. 4. VENTILATION SYSTEMS THAT SUPPLY AIR TO HABITABLE SPACES SHALL BE EQUIPPED WITH A MERV-6 OR BETTER FILTER. S. FANS USED FOR WHOLE HOUSE AND LOCAL VENTILATION SHALL BE RATED FOR SOUND AND AIRFLOW. A. ALL CONTINUALLY OPERATED FANS SHALL BE RATED AT A MAX. OF 1.0 SONE. B. INTERMITTENTLY OPERATED WHOLE -BUILDING VENTILATION FANS SHALL BE RATED AT A MAX. OF 1.0 SONE. C. INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT A MAX. OF 3.0 SONE. D. REMOTELY LOCATED AIR -MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE SPACES) NEED NOT MEET SOUND REQUIREMENTS IF THERE IS AT LEAST 4 FEET OF DUCTWORK BETWEEN THE FAN AND THE INTAKE GRILL. L. VENTILATION SYSTEM CONTROLS SHALL $E LABELED AND THE HOME OWNER SHALL BE PROVIDED WITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM. WHOLE HOUSE VENTILATION OPTIONS WHOLE HOUSE VENTILATION REQUIREMENTS MAY BE MET BY THE FOLLOWING: I. A CONTINUALLY OPERATED LOCAL EXHAUST FAN*. MULTIPLE FANS MAY BE USED TO MEET THE MINIMUM WHOLE -HOUSE VENTILATION REQUIREMENTS. 2. A CONTINUALLY OPERATED LOCAL SUPPLY FAN. MULTIPLE FANS MAY BE USED TO MEET THE MINIMUM WHOLE -HOUSE VENTILATION REQUIREMENTS. 3. BOTH EXHAUST AND SUPPLY FANS: EXHAUST AND SUPPLY FAN CFM MAY NOT BE ADDED TO ACHIEVE MIN. CFM REQUIREMENTS. 4. VENTILATION TNI�ESNEFEFRAESTFONTO THECONI CONDITIONING YSTTMM REQUIREMENTS MODIID CMTR INTERMITTENT OPERATION. A CONTINUALLY OPERATED BATHROOM EXHAUST FAN WILL MEET THE WHOLE HOUSE VENTILATION REQUIREMENT FOR THIS PROJECT IF CFM IS GREATER THAN 65.56 Revisions: �I 4/14/2011 Plot Date: 4/15/2011 N (nrn 0) U = 00 00 U �ooz f'� M C7 r Q ti c� ppa uJ Ru � QN a Wr 4 Lo Nrn W< U Q TO M U 11 L.IVV V Date: 4-2011 Drawn: GC Job No: 16-109 Sheet: r O LnLn c - w U) Q 0 LU Q z z ED w J 0 0 co LU J_ lL 0 i 0 a U Q F- C) 0 Q U N SECTION "D" SCALE: SECTION "E" SCALE: 1/9"=1'—O" SECTION "C" SCALE: SECTION 13" SCALE: SECTION "A" SCALE: G, TTIC 3 BUILDING INNLAT14 (�,.,� R—�49 ATTIC�A� AS " 'rt` � PO R-19 GARAGE/R IDENCE COMMON WALL R-19 W/ I" FOAM A�\ TERIOR WALLS alv SECTION CUTS SCALE: AS NOTED PERMIT# (V7 04' BUTTE COUNTY DEVELOPMENT SERVICES FVI EWE FOR BY AIV - Revisions: (5-411412011 Plot Date: 4/15/2011 ' r- In U U�nn N O �1 N fn U 00 m 00 m U OO O = r� th c+7 0 Q Q I.L C7 d M W Q � d � w Q LO Nrn U U Q �U m U 1� 0 w v z w Q � v � w� o � � v O�> � z W Z II- � 21806 Date: 9-2011 Drawn: GC Job No: 16-109 Sheet: 0 Ll of: Revisions: @I 9/15/2011 Plot Date: 4/15/2011 0 In U N O N M U m m = 00 W U d 2� OO Q d Q li. C9 Q to M of Q F- d u > h d to N m U U Q in � U ��SEp ARcyll I* o. 18693 ��qTF L�7 CAL\Fo���P W v z w Q � v � LU o p✓ v � � r v O >LU � � z Q m � �i 2,806 Date: 9-2011 Drawn: GC Job No: I6-109 Sheet: 0 of: Revisions: Q4/14/2011 I I Plot Date: 4/15/2011 I N N r_ O N �n v N I N J_ Q F-' W 0 I LU Q z z LU z O 0 w J 0 N n 'Q U Q Q 0 Q U N N O U n O l�lU��nl CV (� U a 0 S U O O = CO M< Q in 4i Qn d � v ain � rn W U U (Q V O v (0) U D RC61 / v s * RE ��qTF OF 18693 CA-�F���\P 1�- O ul v lu UI unl 1� O :< L > LUz LU LH 7- 2,806 21806 Date: 4-2011 Drawn: GC Job No: I6-109 Sheet: D� of: 10'-I" PLATE 3 x 11/8" x 1/8" ANGLE CONT TOP PLATE - WITH (2) 1/4" DIA. x 2" LAGS INTO TOP CHORD OF TRUSS 9'4' PLATE - -------- - - - - - -- ROOF SHEATHING CONTINUOUS CSIL STRAP STUD EACH SIDE I I I I OF 9' WALL FRAMING E.N. ROOF SHEATHING I WO 8TI UO bS C I6 STRAP 8d AT 11 II I OVERLAY OTHEREHORE I I I 3/8" DIA. TRUSS ROOF SHEATHING „ I I i 1 THREADED I I I PORCHI I I -4 I ROD. TYPICAL I DRAG TRUSS TRUSSES ----'I I MINIMUM OF 6 �i ELEVATION A35 AT 20" O.C. ' 14 TRUSSES -91 I I 2x8 �l � ------ 10 1 11 II II I" MIN. CLEAR. I I I I —� E.N.---- AFFLE I I I I I GARAGE BLOICLIPS TO TOP PLATE 2x BLOCKING INSULATION B SCREEN VENT y% II II II I I it II I I� i I� 11 II I II I II F.A.U. II II I gS° 10'-I" PLATE -- - - -- TE.N. RUSSES 2x BLOCKING CONT TOP PLATE TRUSS AT 24" O.C. TRUSS AT 24" O.C. COMMON WALL AT E.N. 9'-I" PLATE MAE.-NTER BATH / .----- S --------- WALL AT TOILET . „ ROOM 9 -i PLATE TOP PLATE SHEAR PLY ATTIC INSULATIONO III GARAGE PORCH TRUSSES II II w II i UNDER NDERHIP WALL FRAMING TYPICAL WIRE SEISMIC w MASTER RESTRAINTS - 2 DIRECTIONSTRUSS II 1 1/8" x 11/8" x 1/8" ANGLE AT EACH CORNER 1 I WITH NUTS AND WASHERS, TYPICAL. (CONTINUOUS BELOW PROFILE F.A.U.) 18 INSULATION BAFFLE AT EAYE 15 HVAC SUSPENSION DETAIL rl2 ER�MING DETAIL �4T MASTER BATH q SHE TRANSI=ER T DR�4G TRUSS — LINE 3 6 CONTINUOUS CS16 STRAP 3 CSIL STRAP END CONDITION SCALE: I" = I' -D" - SCALE: I° = I' -O" p-2 SCALE: i" = I -o° �SD-2 SCALE: I° = I' -o" D-2 SCALE: r' = I' -o" p_2 SCALE: N/A D-2 D 2 NOTE: O �j Ix4 CONT BRACE AT BRACE TRUSS WEBS WILL VARY, REFER MEMBERS LONGER THAN 12" TO DRAWINGS BY TRUSS ENGINEER ATTACH AT MIDPOINT Of ROOF SHEATHING FOR PROJECT SPECIFIC DESIGN. BRACE W/ 2-8d NAILS MAINTAIN CLEARANCE FOR HVAC OUTLOOKER AILS NCOMMON UNIT FOR MINIMUM 12'-0" LENGTH, NAIL REFER TO DRAWINGS. IE ---DRAG TRUSS 3-10dNAILS ® I I I I EACH END SHAPED GABLE END TR SS 2x6 DIAGONAL BLOCKING 2x NAILER NI I WITH VERTICAL 5' -II" AX BRACE ® 48" O.C. ROOF SHEATHING I I FILLS AT 10 O.C. E.N.OVERLAY FRAMING I I - - -10'_I" PLATE A35, I PER BLOCK —� 2x4 HF STRONG AC COMMON TRUSSES DETAIL Oil/ T T ED II � (NAIL TO LEDGER CALIFORNIA III PROVIDE WORKING 9' I- CLG AT 12" O.C.) GIRDER TRUSS - - - - -- 'E-10 p° PLATFORM AT HVAC UNIT, REFER O VE ER (NAIL T IAI TO PLAN FOR SIZE 2x NAILER To VERTICAL W, A35 2-I0d NAILS) I- H-3 AT 48" O.C. 23/32" MIN. 2x FIRE I BLOCKING PLYWOOD SHEATHING BATHROOM DINING ROOM MAX WALL FRAMING AT 43O.C. 5PS1:.0 SEE PLANS O I� E.N. AT CALIFORNIA GIRDER TRUSS LINE B 614' HSC PLATFORM I) 10' PLATE AT CEILING TRANSITION 8 BRACE DETAIL AT GABLE END 5 p_2 SCALE: I° = I' -O" p-2 SCALE: N/A p-2 SCALE: 1° = r -o" p-2 REV: 4/15/2017 SCALE: r' O ® � 3 0 �., RBC CLIPS AT 48" O.C. TYP, U.N.O., OR HI CLIPS AT EACH TRUSS. SEE \ ( 2-Ibd NAILS EA. SIDE Of i ROOF SHEATHING ROOF SHEATHING ROOF FRAMING PLAN � BOTTOM MEMBER SPLICE 2x4 BARGE OUTRIGGERS, I `i' 8-16d MIN. EA. SIDE OF SEE ROOF FRAMING PLAN SPACE UNLESS � OTHERiU SE ON PLAN NI I I I I I TRUSSES � E.N. LO 48" MIN. 48" MIN. OVERLAY TRUSSES I I I I AT EA. 11 2-16d 2x BLK'G BAR o BARGE TIE EN 2x BLOCKING cr cr TRUSSES AT 24" O.C. r- w DOUBLE TOP I In U NOUfV PLATE Q T522 STRAP TRUSS z TOP CHORD TO 2x STUD UNDER TOP PLATE E.N. co o') c� ------- VARIES —� X IX ---------------------- Q LL] II II O 1 GIRDER TRUSS II AT 16" O.C. 2x BLK'G ul 0 i ui DINING RM Q t - GYP BD W r o WALL FRAMING GARAGE Q ul N N rn Wl DROP TOP CHORD FOR BARGE TIES I I / I 10'-I" CLG STANDARD I I II DOOPLROOFBLK'G TRUSS FASCIA GABLE END TRUSS w - SEE PLAN WITH VERTICAL F I I FRAMINCRIPPLG AT I6" O.C. > FLASHIALL 0 ROOF PROVIDE EDGE NAILING I I WHERE APPLICABLE 9'_I" PLATE I I I I SHEARWALL-SEE PLAN ROOF SHEATHING FOR MORE DETAILED INFORMATION > 2x4 BLOCKING BATHROOM DINING ROOM A35 CLIPS AT 48" O.C. AT 16° O.C. NOTE: TYPICAL U.N.O., SEE A I I I AT AT REFER TO ROOF FRAMING PLAN ROOF FRAMING PLAN I I I I 24 O.C. FOR PLYWOOD EDGE NAILING AND WALL FRAMING ROOF PLAN FOR OVERHANGS. �ERNIil'# 1'zi17- U�'yJ BUTTE COUNTY DEVELOPMENT SERVICES = REVIEWED FOR .-„,nDE rimpi IANr.E U Q 1 TYPICAL E>4VE �4T TRI�SS E 10 1=RIMINGT WET B>4R rl:), G,4BLE END DET,41L ,4T TRUSS R1'11NG DETAILQSCALE: I”TS22 STR�4P �T LINE B 13 TYPICAL TOP PL�4TE SPLIC _ 1 0 SCALE: r' = 1'-0° D-2 SCALE: I° = r -o" D-2 o SCALE: I" - " p 2 U p_2 SCALE: I° SCALE: NONE p-2 i Revisions: 0411412011 IPlot Date: 4/15/2011 I r- DOUBLE TOP In U NOUfV PLATE p') U cn m - a 2x STUD UNDER co o') c� ABUITTING PLATES —� X IX Q TYP STUDS AT 16" O.C. DROP TOP CHORD FOR BARGE TIES I I / I 10'-I" CLG STANDARD I I II DOOPLROOFBLK'G TRUSS FASCIA GABLE END TRUSS w - SEE PLAN WITH VERTICAL F I I FRAMINCRIPPLG AT I6" O.C. > FLASHIALL 0 ROOF PROVIDE EDGE NAILING I I WHERE APPLICABLE 9'_I" PLATE I I I I SHEARWALL-SEE PLAN ROOF SHEATHING FOR MORE DETAILED INFORMATION > 2x4 BLOCKING BATHROOM DINING ROOM A35 CLIPS AT 48" O.C. AT 16° O.C. NOTE: TYPICAL U.N.O., SEE A I I I AT AT REFER TO ROOF FRAMING PLAN ROOF FRAMING PLAN I I I I 24 O.C. FOR PLYWOOD EDGE NAILING AND WALL FRAMING ROOF PLAN FOR OVERHANGS. �ERNIil'# 1'zi17- U�'yJ BUTTE COUNTY DEVELOPMENT SERVICES = REVIEWED FOR .-„,nDE rimpi IANr.E U Q 1 TYPICAL E>4VE �4T TRI�SS E 10 1=RIMINGT WET B>4R rl:), G,4BLE END DET,41L ,4T TRUSS R1'11NG DETAILQSCALE: I”TS22 STR�4P �T LINE B 13 TYPICAL TOP PL�4TE SPLIC _ 1 0 SCALE: r' = 1'-0° D-2 SCALE: I° = r -o" D-2 o SCALE: I" - " p 2 U p_2 SCALE: I° SCALE: NONE p-2 i Revisions: 0411412011 IPlot Date: 4/15/2011 I ARCy�T �G P� AW�i�F�'� yF N 1 693 �t RE ��qTF OF- CA1-\F���\P Q� O LH v z w D � w� o Lu � � v Q LuK Q) z z fl 2,806 Date: 4-2011 Drawn: GC Job No: 16-109 Sheet: [OL:32 of: r- In U NOUfV p') U cn m - a 0 co U O O x co o') c� X IX Q < c�9 ul ut Q t - W r Q ul N rn Wl U U * o (Q v cU ARCy�T �G P� AW�i�F�'� yF N 1 693 �t RE ��qTF OF- CA1-\F���\P Q� O LH v z w D � w� o Lu � � v Q LuK Q) z z fl 2,806 Date: 4-2011 Drawn: GC Job No: 16-109 Sheet: [OL:32 of: CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Tom Lewis Residence Calculation DatelTime: 15:35, Mon, Mar 06, 2017 Page 1 of 9 Project Name: Tom Lewis Residence Calculation Date/Time: 15:35, Mon, Mar 06, 2017 Calculation Description: Title 24 Analysis Input File Name: Hawkins93.ribd16x Calculation Description: Title 24 Analysis Input File Name: Hawkins93.dbdl6x GENERAL INFORMATION 01 ENERGY USE SUMMARY 01 Project Name Tom Lewis Residence 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location Guynn Avenue Compliance Margin Percent Improvement 04 City Chico, CA 05 Standards Version Compliance 2017 06 Zip Code 95973 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ11 09 Software Version EnergyPro 7.1 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 232 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 2805 15 Number of Zones 1 16 Slab Area (ft2) 2805 17 Number of Stories 1 18 Addition Cond. Floor Area n/a 19 Natural Gas Available Yes 20 Addition Slab Area'(ft3J n/a 21 Glazing Percentage (%) 16.5% COMPLIANCE RESULTS 01 Building Complies with!);omputer.Performance'� ii, �"`�°°'I �)xt, r?�'s. r 02 This buildingincor orates-featureFs that re wire field -t n .and/or" rlficatior[ b A certlfled HERS teeunde� the supervision of a CEC-a roved HERS provider. p 9 y P pp p 9 � , .,,.. ,>. .,.;_ ,� '"`^`%r x 3+ tin, i... d3" it, I&=a �"v': c*:.' $, 03 This building Incorporates ono.gtr_.luore SpedidF LiAtures,shov�rt bePr3w -t Y Registration Number: 217-Po10072626A-000-000-0000000-0000 IRegistration Date/Time: 2017-03-06 16:01:54 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Tom Lewis Residence Calculation DateITime: 15:35, Mon, Mar 06, 2017 Calculation Description: Title 24 Analysis input File Name: Hawkins93.ribdl6x HERS Provider. CaICERTS Inc. Report Generated at: 2017-03-0615:36:16 CFI R -PRF -01 Page 4 of 9 FENESTRATION I GLAZING 01 ENERGY USE SUMMARY 03 04 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 22.41 18.44 3.97 17.7% Space Cooling 28.57 33.05 -4.48 -15.7% IAQ Ventilation 1.12 1.12 .00 0.0% Water Heating 6.94 5.99 .95 13.7% Photovoltaic Offset --- .00 .00 - Compliance Energy Total 59.04 58.60 .44 0.7% Registration Number: 217-Po10072626A-000-000-0000000-0000 IRegistration Date/Time: 2017-03-06 16:01:54 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Tom Lewis Residence Calculation DateITime: 15:35, Mon, Mar 06, 2017 Calculation Description: Title 24 Analysis input File Name: Hawkins93.ribdl6x HERS Provider. CaICERTS Inc. Report Generated at: 2017-03-0615:36:16 CFI R -PRF -01 Page 4 of 9 FENESTRATION I GLAZING 01 02 03 04 05 06 07 08 09 10 01 02 5C Sys Name 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft2) U -factor SHGC Exterior Shading 2036 Window Ambient Front/SW (Front -232) - - 1 7.0 0.32 0.25 Insect Screen (default) 3050 Window Condition Front/SW (Front -232) - - 1 15.0 0.32 0.25 Insect Screen (default) 30502 Window n/a Front/SW (Front -232) - - 1 15.0 0.32 0.25 Insect Screen (default) 6616 Window 0 Front/SW (Front -232) 6.5 1.5 -1.005 9.8 0.32 0.25 Insect Screen (default) 1050 Window 0 Front/SW (Front -232) 1.0 5.0 1 5.0 0.32 0.25 Insect Screen (default) 10502 Window 0 Front/SW (Front -232) 1.0 5.0 1 5.0 0.32 0.25 Insect Screen (default) 66162 Window 0 0 w Front/SW (Front -232) 6.5 1.5 1.005 9.8 0.32 0.25 Insect Screen (default) 30503 Window a H.. "t) Front]SW (Front -232) 0 - 1 15.0 0.32 0.25 Insect Screen (default) .30504 Window 0 Front/SW (Front -232) - - 1 15.0 0.32 0.25 Insect Screen (default) 66163 Window"Front/SW 11 (Front -232) 6.5 1.5 1.005 9.8 0.32 0 25 Insect Screen default (default) 2640 " ;Window 8 ,,;, .Left/NW (Left -322) - - 1 10.0 0.32 0.25 Insect Screen (default) 30505 Window 17.2 1.3 rf6`3n ..r _ 0 0 0.32 0.25 Insect Screen (default) 0 Wi do w ? -LefN .d:f2230506 o- ' £ .�r I , 15.0 0.32 0.25 Insect Screen (default) ) 30507 Windo`iv '" .,., LeftiNW'{L"eft 322j k " • --- r 1 a'' --T 0 0.32. 0.25 Insect Screen (default) 30508 Window X15.0 0.32 0.25 Insect Screen (default) 4016 Window Left/NW (Left -322) - -- 1 6.0 0.32 0.25 Insect Screen (default) 60610 SGD Window Left/NW (Left -322) 6.0 6.8 1 41.0 0.32 0.25 Insect Screen (default) 30509 Window Back/NE (Back -52) --- -- 1 15.0 0.32 0.25 Insect Screen (default) 305010 Window Back/NE (Back -52) - - 1 15.0 0.32 1 0.25 Insect Screen (default) 3650 Window eack/NE (Back -52) -- - 1 17.5 0.32 0.25 Insect Screen (default) 36502 Window Back/NE (Back -52) -- - 1 17.5 0.32 0.25 Insect Screen (default) 3070 Window Back/NE (Back -52) 3.0 7.0 1 21.0 0.32 0.25 Insect Screen (default) 30702 Window Back/NE (Back -52) 3.0 7.0 1 21.0 0.32 0.25 Insect Screen (default) 30703 Window Back/NE (Back -52) 3.0 7.0 1 21.0 0.32 0.25 Insect Screen (default) 305011 Window Back/NE (Back -52) - 1 15.0 0.32 0.25 Insect Screen (default) 305012 Window Back/NE (Back -52) - - 1 15.0 0.32 0.25 Insect Screen (default) 2868 FD Window BR/E (- specify --97) 2.7 6.7 1 17.8 0.32 0.25 Insect Screen (default) 305013 Window Right/SE (Right -142) --- -- 1 15.0 0.32 0.25Insect Screen (default) 305014 Window RighUSE (Right -142) - - 1 15.0 0.32 0.25 Insect Screen (default) Registration Number: 217-P010072626A-000-000-0000000-0000 Registration DatefTime: 2017-03-06 16:01:54 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Tom Lewis Residence Calculation DatefTime: 15:35, Mon, Mar 06, 2017 Calculation Description: Title 24 Analysis Input File Name: Hawkins93.dbdl6x . HERS Provider: CaICERTS Inc. Report Generated at: 2017-03-0615:36:16 CFI R -PRF -01 Page 7 of 9 WATER HEATING SYSTEMS 01 02 03 04 105 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 DHW Standard DHW Heater 1 (1) 1 .0% WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 06 5C Sys Name System Type Cooling Component 1 Tank Energy Cooling Unit Name g Tank Insulation Distribution Name System -11 Tank Location or REQUIRED SPECIAL FEATURES" , ,. '_ < f ^ F Heater Cooling Component 1 #. a Number Volume Factor or Input R -value Standby Loss ! • High quality insulation Installation (QII) Ambient Name Element Type Tank Type of Units (gal) Efficiency Rating/Pilot (Int/Ext) Recovery Eff NEEA Heat Pump Type Condition DHW Heater 1 Gas Small 1 n/a 0.95 EF 199000 Btu/hr n/a n/a n/a n/a 0 0 Instantaneous 1050 10 2 9 4,,. r 0 . F 0, 0, , 0 0 0 0 SPACE CONDITIONING SYSTEMS 01 02 03 04 J 05 01 02 08 03 System Type 04 05 06 5C Sys Name System Type Cooling Component 1 Heating Unit Name 1 Cooling Unit Name g Fan Name Distribution Name System -11 Ther e tin and Coolin O H a g 9 Jt rdit z Ys of 'tr' REQUIRED SPECIAL FEATURES" , ,. '_ < f ^ F Heating Component 1 c •r » +i x Cooling Component 1 #. a HVAC Fan 1 Air Distribution System 1 HERS FEATURE SUMMARY P,,p7 qg� (" •` r yp f 'j g tem The following is a summary of the features that must be field -verged by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building4evel Verifications: • High quality insulation Installation (QII) • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow HVAC - HEATING UNIT TYPES at gg • Refrigerant Charge • Fan Efficacy Watts/CFM 01 ta,ai S,. 'ur o n, >z Hr:> ; r.. 03 ` t 04 Name Bot Up System Type -'� �, Ji V - Nuit bet itf Units Efficiency Heating Component 1 1 CntriFumace 1 95 AFUE HVAC - COOLING UNIT TYPES 01 02 03 04 J 05 06 07 08 Name System Type Number of Units Efficiency EER SEER Zonally Controlled Compressor Type HERS Verification Cooling Component 1 SplitAirCond 1 12 16 Not Zonal Single Speed Cool1-hers-coolnent HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1 -hers -cool Required 350 Required Required Required Registration Number: 217-Po10072626A-000-000-0000000-0000 I Registration DateMme: 2017-03-06 16:01:54 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-03032017-695 HERS Provider: CaICERTS Inc Report Generated at: 2017-03-06 15:36:16 CF1R-PRF-01 CERTIFICATE OF COMPLIANCE •RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Page 2 of 9 Project Name: Tom Lewis Residence Calculation DateiTime: 15:35, Mon, Mar 06, 2017 Page 3 of 9 Calculation Description: Title 24 Analysis Input File Name: Hawkins93.dbdl6x ENERGY DESIGN RATING Energy Design Rating (EDR) is an alternate way to express the energy performance of a building using a scoring system where 100 represents the energy performance of the Residential Energy Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (iECC). A score of zero represents the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out" Its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), it is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building Is provided for Information. Similarly, the EDR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Design EDR of Proposed Design EDR Value of Proposed PV Final EDR of Proposed Design 45.7 45.5 0.0 45.5 ❑ Design meets Tier 1 requirement of 15% or greater code compliance margin (CALGreen A4.203.1.2.1) and QII verification prerequisite. ❑ Design meets Tier 2 requirement of 30% or greater code compliance margin (CALGreen A4.203.1.2.2) and Oil verification prerequisite. ❑ Design meets Zero Net Energy (ZNE) Design Designation requirement for Single Family in climate zone CZ11 (Red Bluff) (CALGreen A4.203.1.2.3) including on-site 04 photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified. Side of Building Area (ft) REQUIRED SPECIAL FEATURES" , ,. '_ < f ^ F The followingare features that must be installed as condition foY'rrseetl ., he modeled r rfor. nce f .. is. uter an sis. !a9) ft ne. gypepr ., . „AI_U? . c p aly Whole house fan e� h� d`°`* x • Ceiling 9 has high level of insulation :.. ,w �u. Window overhangs and/or fins qtr _- ... HERS FEATURE SUMMARY P,,p7 qg� (" •` r yp f 'j g tem The following is a summary of the features that must be field -verged by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building4evel Verifications: • High quality insulation Installation (QII) • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • .- None - Registration Number 217-Po10072626A-000-000-0000000-0000 Registration DateTme: 2017-03-0616:01:54 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Tom Lewis Residence Calculation Date/Time: 15:35, Mon, Mar 06, 2017 Calculation Description: Title 24 Analysis Input File Name: Hawkins93.ribd16x HERS Provider: CeICERTS int Report Generated at: 2017-03-0615:36:16 CFI R -PRF -01 Page 5 of 9 2650 Window Right/SE (Right -142) 2.5 1 5.0 1 12.5 0.32 0.25 Insect Screen (default) 5040 Window Right/SE (Right -142) - - 1 20.0 0.32 0.25 Insect Screen (default) 07 08 Name Duct Leakage Verification OPAQUE DOORS 02 03 04 05 01 02 03 04 Name Side of Building Area (ft) U -factor Door Front/SW 21.0 0.50 GarageCarpoor GWall/Left 128.0 1.00 GarageCarpoor 2 GWall/Left 72.0 1.00 OVERHANGS AND FINS HVAC - DISTRIBUTION SYSTEMS . 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsAttic Sealed and tested 8 Attic None Air Distribution System 1 -hers -dist 07 08 Name Duct Leakage Verification 01 02 03 04 05 06 07 08 09 10 11 12 1 13 1 14 Not Required - Overhang Front 475 COOLING VENTILATION Left Fin N Left) W House ,a*, Right Fin 01 Window Depth €`, Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up 6616 a `� + 1- us` Wali do e� -�;�, �, .; � �z� �,,,..... 9T �:= 1 0 0 0 0 0 0 0 0 0 1050 10 2 9 4,,. r 0 . F 0, 0, , 0 0 0 0 0 0 1050 2 :10 2 4 0'. #'gyp 0` 0` $>',Y'£k.. 0 fn 4 O,e ,5'1 r7`� 0 0 0 0 0 66162A �r. '16 0 4 Front 0 V- 0 �::... �, 0 0 0 0 0 0 0 66163 sh ,, :' 6 .Sl �<.,» 6ix',6 < , 0 A t 0 0 w 0 0 0 0 0 60610 SGD 17.2 .1�:2 " 7 17.2 0 ° ' "t) v l5`'°"°`` " o' 0 0 0 0 0 3070 11 0 11 11 0 0 0 0 0 0 0 0 0 30702 11 0 11 11 0 0 0 0 0 0 0 0 0 3070 3 11 0 8 11 0 0 0 0 0 0 0 0 0 2868 FD 17.2 1.3 17.2 7.3 0 0 0 0 0 0 0 0 Wood Framed Wall 2650 22.5 1 22.5 1.8 0 0 0 0 0 0 0 0 doo Registration Number: 217-P010072626A-000-000-0000000-0000 Registration Date/Time: 2017-03-06 16:01:54 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Tom Lewis Residence Calculation DatelTime: 15:35, Mon, Mar 06, 2017 Calculation Description: Title 24 Analysis Input File Name: Hawkins93.ribdl6x HERS Provider: CaICERTS Inc. Report Generated at: 2017-03-06 15:36:16 CFI R -PRF -01 Page 8 of 9 HVAC -FAN SYSTEMS 01 02 03 04 NameTYPa Fan Power (Wafts/CFM)FM) HERS Verification HVAC Fan 1 t• Single S,peed:PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan IAQ (Indoor Air Quality) FANS HVAC - DISTRIBUTION SYSTEMS . 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsAttic Sealed and tested 8 Attic None Air Distribution System 1 -hers -dist HVAC -FAN SYSTEMS 01 02 03 04 NameTYPa Fan Power (Wafts/CFM)FM) HERS Verification HVAC Fan 1 t• Single S,peed:PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan IAQ (Indoor Air Quality) FANS HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1 -hers -dist Required 5.0 Not Required Not Required Not Required Not Required - HVAC -FAN SYSTEMS 01 02 03 04 NameTYPa Fan Power (Wafts/CFM)FM) HERS Verification HVAC Fan 1 t• Single S,peed:PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan IAQ (Indoor Air Quality) FANS 01 02 03 04 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 66 0.25 Default 0 Required FmnUSW " . House ° R-21+4 Wall 232 Front 475 COOLING VENTILATION 90 N Left) W House ,a*, 4 I R 1 Wa► �. *z� 01 02 03 04 05 06 Name Airflow Rate (CFM/ft2) Cooling Vent CFM Cooling Vent Watts/CFM Total Watts Number of Fans WH Fan 1 1.6042780748663101 4500 0.111111 500 1 Registration Number: 217-P010072626A-000-000-0000000-0000 Registration Date/Time: 2017-03-06 16:01:54 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 HERS Provider: CaICERTS Inc. Report Generated at: 2017-03-06 15:36:16 BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Tom Lewis Residence 2805 1 4 1 1 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 House Conditioned System -11 2805 9.5 DHW Sys 1 Gross Area (ft2) Window & Door Area (ft2) OPAQUE SURFACES 01 02 03 04 05 06 07 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) FmnUSW " . House ° R-21+4 Wall 232 Front 475 127.396 90 N Left) W House ,a*, 4 I R 1 Wa► �. *z� 322 max. `sr=� :? ". a� Left 600 116.98 90 Back/NE Ba H ouse w W u,� E -R 21 4 all `�"�� 2 5 a" B ck 608 158 90 BR/E a `� + 1- us` Wali do e� -�;�, �, .; � �z� �,,,..... 9T �:= s eci P � �..� 68 ` 80 17 89 9 0 Ri htlSE House s r R-21+4 Walter r""r , ' ., 442 " .a , Right r : 606 62.5 90 Interior Surface House -Attic House n 12` 19 Wall 2x4 Top Chord of Roof Truss @ 24 225 0 Attic Garage Roof Cons Roof House R-49 Roof Attic RB none 0.644 2805 GWall/Front Garage_ R-0 Wall 232 Front 252 0 90 GWall/Left Garage_ R-0 Wall 322 Left 329 200 90 GWall/Back _Garage_ R-0 Wall 52 Back 54 0 90 GWall/Right Garage_ R-0 Wall 142 Right 261 0 90 GRoof Garage_ R-0 Roof Attic RB " 1 922 Sheathing/ Insulation: R4 Sheathing ATTIC 01 02 03 04 05 06 07 01 02 03 04 05 .06 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Garage_ Attic Garage Roof Cons Ventilated 6 0.1 0.85 Yes No Attic House Attic RoofHouse Ventilated 6 0.1 0.85 Yes No Registration Number: 217-P010072626A-000-000-0000000-0000 Registration Date/Time: 2017-03-06 16:01:54 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-03-0615:36:16 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Tom Lewis Residence Calculation DateTme: 15:35, Mon, Mar 06, 2017 Page 6 of 9 Calculation Description: Title 24 Analysis Input File Name: Hawkins93.ribdl6x OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 06 07 Name Zone Area (ft2) Total Cavity Winter Design Heated Construction Name Surface Type Construction Type Framing R-vafue U -value Assembly Layers 101 None 0 No 8 Responsible Designer Name: ,r ,, M� .0 Responsible Designer Sigiiatura- F„ Ga Hawkins • inside Finish: Gypsum Board �..; <,.. •�ri^� BUILDING ENVELOPE - HERS VERIFICATION Company: Cy } Date Signed: Gary Hawkins Architect 2017-03-06 16:01:54 • Cavity/Frame: no insul. /2x4 R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco CFM50 Ceilings (below Required Not Required Not Required #mL -1 Inside Finish: Gypsum Board R-0 Roof Attic RB attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.481 Cavity/Frame: no insul. /2x4 O • Cavity/Frame: no insul. /2x4 Top Chid 2,806 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic Garage Roof Cons Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Cavity/Frame: no insul. /2x4 Top Chid 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic RoofHouse Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cavity/ Frame: R-21 /2x6 x " Sheathing/ Insulation: R4 Sheathing R-21+4 WaII Exterior Walls Wood Framed, Wall r 2x6 @�16 m O,C,, R 21 0 0 51 Exterior Finish: 3 Coat Stucco Ceilings below.- ? ' Inside Finish: G Ypsum Board CavitY /Frame: R 9.1 /2 x4 s ^ Roof Attic RB attic .x ,, Wod Fr mad Geiin9 A 2A inO.C. 1R 49 , , . 0 20 Over etlm Jofists. - 9.9 . insulR-49 p¢ J `� Inside Finish: Gypsum Board •Cavity/Frame: R -19/2x6 R-19 Wall Interior Walls Wood Framed Wall 2x6 @ 16 In. O.C. R 19 0.067 • Other Side Finish: Gypsum Board SLAB FLOORS . 1.1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: /��) �/%� �onna rVaLce Donna Wallace 01 02 03 04 05 06 07 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab -on -Grade House 2805 .255.6 None 0.8 No GSlab _Garage_ 922 101 None 0 No 8 Responsible Designer Name: ,r ,, M� .0 Responsible Designer Sigiiatura- F„ Ga Hawkins S iC=�( f • �..; <,.. •�ri^� BUILDING ENVELOPE - HERS VERIFICATION Company: Cy } Date Signed: Gary Hawkins Architect 2017-03-06 16:01:54 01 02 03 04 City/State/Zip: Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Required Not Required Not Required #mL -1 Registration Number. 217-Po10072626A-000-000-0000000-0000 Registration Datefiime: 2017-03-06 16:01:54 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Tom Lewis Residence Calculation Date/Time: 15:35, Mon, Mar 06, 2017 Calculation Descr)ption: Title 24 Analysis Input File Name: Hawkins93.dbdl6x HERS Provider: CaICERTS Inc. Report Generated at: 2017-03-06 15:36:16 CFI R -PRF -01 Page 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1.1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: /��) �/%� �onna rVaLce Donna Wallace O Company: Signature Date: Donna K. Wallace 2017-03-0615:41:49 Address: CEAIHERS Certification Identification (If applicable): 399 E. 9th Ave. w City/State/Zip: Phone: Chico, CA 95926 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT under penalty of perjury, under't a laws of the State of California: I certify the following u p y p l ry, h 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design featuresyor system'design Teafti es identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submittedto;the enforcement agency for approval with this,building permit application. 8 Responsible Designer Name: ,r ,, M� .0 Responsible Designer Sigiiatura- F„ Ga Hawkins S iC=�( f • �..; <,.. •�ri^� Qa:> .A� i t, ,..« C> 1 Company: Cy } Date Signed: Gary Hawkins Architect 2017-03-06 16:01:54 Address: License: 3045 Ceres Avenue, Suite 135 City/State/Zip: Phone: Chico, CA 95973 530-892-2700 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number. 217.P010072626A-000-000-0000000-0000 Registration Date/Time: 2017-03-0616:01:54 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 q) QD nl ll W r A o z 0 Easy to Verify at CaICERTS.com HERS Provider: CaICERTS Inc. Report Generated at: 2017-03-0615:36:16 5HEET PERMIT # to -o14'yam 2 4 9UTTE COUNTY DEVELOPMENTSERVICES REVIEWED FOR CODE COMPLIANCE r • , •t r by i'vf 1 Revisions: Plot Date: 3/10/2011 0 CM N O U n rV 0) U O) o) _ a O O U 00 S to I 1i o Q O tQ M Ld W Q � v � ato Ld w U U �(d too 2U �J t0Y1 U Q U U W O U U Z = U U L.1-� w Q � �o z_ � �z N Q J Q N L- rrN O� 0 � QD I C� V � Ln L q) QD nl ll W r A o z 0 Easy to Verify at CaICERTS.com HERS Provider: CaICERTS Inc. Report Generated at: 2017-03-0615:36:16 5HEET PERMIT # to -o14'yam 2 4 9UTTE COUNTY DEVELOPMENTSERVICES REVIEWED FOR CODE COMPLIANCE r • , •t r by i'vf 1 Revisions: Plot Date: 3/10/2011 0 CM N O U n rV 0) U O) o) _ a O O U 00 S to I 1i o Q O tQ M Ld W Q � v � ato Ld w U U �(d too 2U �J t0Y1 U Q U w O U U z w = D U (f) w w � R/z � w � Q J z V O� � QD I q) QD nl ll W r A o z 0 Easy to Verify at CaICERTS.com HERS Provider: CaICERTS Inc. Report Generated at: 2017-03-0615:36:16 5HEET PERMIT # to -o14'yam 2 4 9UTTE COUNTY DEVELOPMENTSERVICES REVIEWED FOR CODE COMPLIANCE r • , •t r by i'vf 1 Revisions: Plot Date: 3/10/2011 0 CM N O U n rV 0) U O) o) _ a O O U 00 S to I 1i o Q O tQ M Ld W Q � v � ato Ld w U U �(d too 2U �J t0Y1 U Date: 3-2011 Drawn: GC Job No: I6-109 Sheet: a of: SSD RCy7TF * N R 18693 tIO 3-1-- x(�■ V f_ V 1 O �l v O O #mL -1 ■ter ,� O 2,806 Date: 3-2011 Drawn: GC Job No: I6-109 Sheet: a of: uk