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HomeMy WebLinkAboutB16-2788 042-020-104U) a) E 0 c rn N m 0 J F�w O c m 0 J �� M11011 Erosion Control & 8 Site Layout Plan Scala1"=40'-0" SQ. FT. FIGURES ving 1st FL. 3,730 Sq Ft Patio 1st FL. 1,530 Sq Ft Living 2nd FL. 1,365 Sq Ft Blkrry. 2nd FL 534 Sq Ft Garage Area 928 Sq Ft Total Living. 5,095 Sq Ft Total Non Liv. 2,992 Sq Ft ioiai Structure: tf,otflaq m Neves Residence ENERGY REQUIREMENTS "Special Feature" Project Information: 1. Radiant Barrier and HERS Verification Duct Testing) is required per the California ( ) ( 9) q p Project Description: Proposed new two Story four bedroom Residence of 5,095 SQ FT Energy Commission, Certificate of Compliance, form CF -1 R. Living. Residence also contains a three car garage with storage 2. Air retardingwrap and radiant barrier to be installed as noted on the Title 24 Ener P Energy areas above and covered patios combined provide 2,992 sq. ft. Non Living Area. Please see plans for more information. Calculations. (See plans for required locations of installation.) ndl'riga I1`I#iti Main Residence - 3. Project will require compliance with California Senate Bill 407 for the installation of ISCI, water -conserving fixtures. Number of Stories: (2) Fire Sprinklers: Yes Under Separate Permit (By Others) Project Deferral Notes: Year Built: N/A Occupancy Class: R -3/U Building Use: Residence Chico,CA95926 • • Design of guard rails with structural calculations for the guardrails and their attachments will be a deferred submittal and will await approval Code Analysis - from the building department prior to construction. Applicable Codes: 2013 C.P.C., 2013 C.M.C. & 2013 C.G.C. See Sheet M2.0 2013 C.R.C. See C.S. and E2.0 2013 C.E.C. See Sheet E2.0 Construction Type: V B Erosion Control Notes: The BMP's (Best Management Practices) listed below must be in place during time of construcution. The BMP's listed are minimum requirements and additional BMP's could be required based on site conditions. 6 Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over * construction grade fabric. All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets * are wet or during a rain event there shall be no tracking of soils onto the street. * Wattles installed properly behind curb or sidewalks. • Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. • (Straw or erosion blankets may be used for this application). Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or * J� y J erosion blankets may be used for this application). PERIAIT # //3 BUTTE, COUNTY DVVFLOPM NT s16VIe FS All paint, fuel, construction products etc. shall be stored in a covered location away from REVIEWED FOR * sidewalks and storm drain inlets. CODE C AFILIANC Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and ,Y , E �vl � '"��_ —OY " at least 50' 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, cleaning material containers etc. come in contact With any rainfall or storm water runoff. Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for * this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. BUTTE COUNT'$ MAY 12 2017 There wil be no net runoff for this project. Site is flat and soil is porous. No waddles and or other erosion controls are necessary. DEVELOPMENT SERVICES EROSION CONTROL LEGEND: PT Portable Toilets`- SL Stockpile location SA Storage Area CW Concrete Washout CE Construction Entrance/Exit ccF% Client Address: W CU M r rl♦ � 0) },T ■��'///®��� VJ O E U >1 � 0 0 Q Imo - U M Job Site Location: O CD O O > r ® C C w O � i� 0 CL a U Project Information: Drafting By: JL Date: 2/1/17 Job Name: Neves Plan Check Job* 1537 Date: 11/14/16 ® Date: 5/1/17 Plan Check 2 Rev #: 00 Authorization By: Signature only by. Jason Liebgott - (�i/ ALL ID S, DESIGNS AND PLANS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT P IOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Cover Sheet ndl'riga I1`I#iti e itifj• C ISCI, ❑ o. •Patches Dr ive Chico,CA95926 • • Client Address: W CU M r rl♦ � 0) },T ■��'///®��� VJ O E U >1 � 0 0 Q Imo - U M Job Site Location: O CD O O > r ® C C w O � i� 0 CL a U Project Information: Drafting By: JL Date: 2/1/17 Job Name: Neves Plan Check Job* 1537 Date: 11/14/16 ® Date: 5/1/17 Plan Check 2 Rev #: 00 Authorization By: Signature only by. Jason Liebgott - (�i/ ALL ID S, DESIGNS AND PLANS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT P IOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Cover Sheet N O N c .N O J 2013 California Residential Code: Glazing; Showerheads Except as indicated in Section R308.1.1 each pane of glazing installed in hazardous locations as defined R311.6 Hallways in Section R308.4 shall be provided with a manufacturer's designation specifying who applied the designation, 2.2 gpm @ 60 psi designating the tyoe of glass and the safety glazing standard with which it complies, which is visible in the final The minimum width of a hallway shall be not less than 3 feet (914 mm). installation. The designation shall be acid etched, sandblasted, ceramic -fired, laser etched, embrossed, or be of 1.8 gpm @ 60 psi a type which once applied cannot be removed without being destroyed. A label shall be permitted in lieu of the R311.7 Stairways manufacturer's designation. Flushometer tankwater closets 1.6 gallons/flush Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail EXCEPTIONS: height and below the required headroom height. 1. For other than tempered glass, manufacturer's designations are not required provided the bulding Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairways at and below the official approves the use of a certificate, affidavit or other evidence confirming compliance with this handrail height, including treads and landing, shall code. not be less than 31 1/2 inches (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where 2. Tempered spandrel glass id permitted to be identified by the manufacturer with a removable handrails are provided on both sides. paper designation. 100 8308.1.1 Identification of Multiple Assemblies EXCEPTION: The width of the spiral stairways shall be in accordance with Section R311.7.10.1. Multipane assemblies having individual panes not exceeding 1 square foot (0.09 m) in exposed area shall have at 8311.7.2 Headroom least one pane in the assembly identified in accordance with Section R308.1. All other panes in the assembly shall "CPSC "ANSI The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2032 mm) measured be labeled 16 CFR 1201" or Z97.1" as appropriate. vertically from the sloped line adjoininghe tread R308.2 Louvered Windows or Jalousies nosing or from the floor surface of the landing or platform on that portion of the stairway. Regular, float, wired or patterned glass in jalousies and louvered windows shall be no thinner than normal 3/16 EXCEPTION: Where the nosing of treads at the side of a flight extend under the edge of a floor inch (5 mm) and no longer than 48 inches (1219 mm). Exposed glass edges shall be smooth. opening through which the stair passes, the floor opening shall be allowed to project horizontally Adhesive primerfor plastic into the required headroom a maximum of 4 3/4 inches (121 mm). R308.2.1 Wired Glass Prohibited 80 Special purpose contact adhesive Stair, Tread, Handrails, and Guard Rails: Wired glass with wire exposed on longitudinal edges shall not be used in jalousies or louvered windows. 140 Top and trim adhesive R311.7.5 Stair treads and risers R308.3 Human Impact Loads Metal to metal Stair treads and risers shall meet the requirements of this section. For the purposes of this section all dimensions Individual glazed areas, including glass mirrors in hazardous locations such as those indicated as defined in and dimensioned surfaces shall be exclusive of carpets, rugs or runners. Section R308.4, shall pass the test requirements of Section R308.3.1. 50 Wood R311.7.5.1 Risers EXCEPTIONS: 80 1. Lo6vered windows and jalousies shall comply with Section R308.2. The maximum riser height shall be 2. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing 7 3/4 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The support. greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). 3. Glass unit masonry complying with SectionR610. Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than R308.4 Hazardous Locations 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that the opening between treads does not permit the passage of a 4 -inch -diameter (102mm) sphere. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered specific hazardous location for the purpose of glazing. Exception: The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. R308.4.1 Glazing In Doors R311.7.5.2 Treads Glazing in all fixed and operatable panels of swinging, sliding and bifold doors shall be considered a hazardous location. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally between the EXCEPTIONS: vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. 1. Glazed openings of a size through which a 3 -inch -diameter (76 mm) sphere is unable to pass. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8inch (9.5 mm). 2. Decorative glazing. 8308.4.2 Glazing Adjacent Doors 8311.7.5.2.1 Winder treads Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured between the vertical planes of s with a 24 -inch (610 mm) arc of either vertical edge of the door in a closed postion and where the bottom the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a exposed edge of the glazingis less than 60 inces (1524 mm) above the floor or walking surface shall be minimum tread depth of 6 inches (152 mm) at anypoint within the clear width of the stair. Within any flight of considered a hazardous location. stairs, the largest winder tread depth at the walkline shall not exceed the smallest winder tread by more than 3/8 inch (9.5 mm). Consistently shaped winders at the walkline shall be allowed within the same flight of stairs as EXCEPTIONS: rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. 1. Decorative glazing. 2. When there is an intervening wall or other permanent barrier between the door and the glazing. R311.7.5 Stair treads and risers 3. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed position. 4. Where access through Ahe door is to a closet or storage area 3 feet (914 mm) or less in depth. Stair treads and risers shall meet the requirements of this section. For the purposes of this section all dimensions Glazingin this application shall comply with section R08.43. and dimensioned surfaces shall be exclusive of carpets, rugs or runners. 5. Glazing that is adjacent to the fixed panel or patio doors. 8311.7.5.1 Risers R308.4.3 Glazing in Windows The maximum riser height shall be Glazing in an individual fixed or operable panel that meets all of the following conditions shall be considered a 7 314 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The hazardous locaton. greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 1. The exposed area of an individual pane is larger than 9 square feet (0.836 m ); 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that the opening between treads 2. The bottom edge of the glazing is less than 18 inches (457 mm) above the floor; does not permit the passage of a 4 -inch -diameter (102mm) sphere. 3. The top edge of the glazing is more than 36 inches (914 mm) above the floor; and 4. One or more walking surfaces are within 36 iches (914 mm), measured horizontally Exception: The opening between adjacent treads is not limited on stairs with a total rise of 30 inches and in a straight line, of the glazing. (762 mm) or less. EXCEPTIONS: R311.7-5.2 Treads 1. Decorative glazing. 2. When a horizontal rail is installed on the accessible side(s) of glazing 34 to 38 inches The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measuredhorizontally between (864 to 965mm) above the walking surface.The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and be a minimum of 1 1/2 the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. inches (38 mm) in cross sectional height. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8inch (9.5 mm). 3. Outboard panes in insulating glass units and other multiple glazed panels when the bottom edge R311.7-5-2.1 Winder treads glass is 25 feet (7620 mm) or more above grade, a roof, walking surfaces or other horizontal [within 45 degrees (0.79 rad) of horizontal] surface adjacent to the glass exterior. Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a R308.4.5 Glazing and Wet Surfaces minimum tread depth of 6 inches (152 mm) at any point within the clear width of the stair. Within any flight of stairs the largest winder tread ad depth at the walkline shall not exceed the smallest winder Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, tread by more than 3/8 inch (9.5 mm). Consistently shaped winders at the walkline shall be allowed within the bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread than 60 inches (1524 mm) measured vertically above any standing or walking depth. surface shall be considered a hazardous location. This shall apply to single glazing and all panes in multiple glazing. 8311.7.8 Handrails EXCEPTION: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. the water's edge of a bathtub, hot tub, spa, whirlpool, or swimming pool. R311.7.8.1 Height Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope,shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). EXCEPTIONS: 1. The use of a volute, turnout or starting easing shall be allowed over the lowest tread. R308 4 6 Glazing Adjacent Stairs and Ramps 2. When handrail fittings or bendings are used to provide continuous transition between flights, transitions at winder treads, the transition from handrail to guardrail, or used at the start of a flight, Glazing where the bottom exposed edge of the glazing is less than 36 inches (914 mm) above the plane of the the handrail height at the fittings orbendings shall be permitted to exceed the maximum height. adjacent walking surface of stairways, landing between flights of stairs and ramps shall be considered a hazardous location. R312.1 Guards EXCEPTIONS: 1. When a rail is installed on the accessible sides(s) of the glazing 34 to 38 (864 to 965 mm) above Guards shall be provided in accordance with Sections R312.1.1 through R312.1.4. the walking surface. The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contaction the glass and be a minimum of 1 1/2 inches (38 mm) R312.1.1 Where required in cross sectional height. 2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches (914 mm) horizontally to the edge of the open side. Insect screening shall not be consideredas a guard. 8308.4.7 Glazina Adjacent to thottom Stair Landing Glazing adjacent to the landing at the bottom of the stairway where the glazing is less than 36 inches (914 mm) R312.1.2 Height above the landing and within 60 inches (1524 mm) horizontally of the bottom tread shall be considered a Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less hazardousocation. than42 inches (1067 mm) high measured vertically above the adjacent walking surface, adjacent fixed seating or EXCEPTION: The glazing is protected by a guard complying with Section 8312 and the plane of the the line connecting the leading edges of the treads. glass is more than 18 inched (457 mm) from the guard. EXCEPTIONS: 1. Guards on the open sides of stairs shall have a height not less than 34 inches (864 mm) Means of Egress; ; ' measured vertically from a line connecting the leading edges of the treads. 2. Where the top of the guard also serves as a handrail on the open sides of stairs, the top of 8311.1 Means of Egress the guard shall not be less than34 inches (864 mm) and not more than 38 inches (965 mm) measured vertically from a line connecting the IeadinE edges of the treads. All dwellings shall be provided with a means of egress as provided in this section. The means of egress shall provide a continuous and unobstructed path of vertical and horizontal egress travel from all portions of the R312.1.3 Opening limitations dwelling to the exterior of the dwelling at the required egress door without requiring travel through a garage. Required guards shall not have openings from the walking surface to the required guard height which allow R311.2 Egress Door passage of a sphere 4 inches (102 mm) in diameter. At least one egress door shall be provided for each dwelling unit. The egress door shall be sidehinged, and shall Exceptions: provide a minimum clear width of 32 inches (813 mm) when measured between the face of the door and the 1. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a stop, with the door open 90 degrees (1.57 rad). The minimum clear height of the door opening shall not be less guard, shall not allow passage of a sphere 6 inches (153 mm) in diameter. than 78 inches (1981 mm) in height measured from the top of the threshold to the bottom of the stop. Other 2. Guards on the open side of stairs shall not have openings which allow passage of a sphere 4 3/8 doors shall not be required to comply with these minimum dimensions. Egress doors shall be readily openable inches (111 mm) in diameter. from inside the dwelling without the use of a key or special knowlesge or effort. R311.3 Floors and Landings at Exterior Doors R303.9 Reauired Heatina There shall be a landing or a floor on each side of each exterior door. The width of each landing shall not be less When the winter design temperature in Table R301.2(1) is below 60'F(16'C), every dwelling unit than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) measured in the shall be provided with heating facilities capable of maintaining a minimum temperature of 68'F(20'C) direction of travel. Exterior landings shall be permitted to have a slope not exceed 1/4 unit vertical in 12 units at a point 3 feet (914 mm) above the floor and 2 feet (610 mm) from exterior walls in all habitable horizontal (2 -percent). rooms at the design temperature, The installation EXCEPTION: Exterior balconies less than 60 square feet (5.6 m ) and only accessiblefrom a door are of one or more portable space heaters shall not be used to achieve compliance with this section. permitted to have a landing less than36 inches (914 mm) measured in the direction of travel. NOTE: See section R301.1.1.1. for limited-desity owner -built rural dwelling. R311.3.1 Floor Elevations at the Required Egress Doors Landings or finished floors at the required egress door shall not be more than 1 1/2 inches (38 mm) lower than the top of the threshold. EXCEPTION: The landing or floor on the exterior side shall not be more than 7 3/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. Where exterior landings or floors serving the required egressdoor are not at grade, they shall be provided with access to grade by means of a ramp in accordance with Section R311.8 or a stairway in accordance with Section R311.7. 1 2013 California Green Building Standards: I ( CalGreen Compliance Verification To Be Per Contractor) Indoor/Outdoor Water Use: TABLE 4.303.2 Fixture Flow Rates: . FIXTURE TYPE FLOW RATE MAXIMUM FLOW RATE AT = 20 percent REDUCTION Showerheads 2.5 gpm @ 80 psi 2 gpm @ 80 psi Lavatory faucets, residential 2.2 gpm @ 60 psi 1.5 gpm @ 60 psi2 Kitchen faucets 2.2 gpm @ 60 psi 1.8 gpm @ 60 psi Gravity tank-typewater closets 1.6 gallons/flush 1.28 gallons/flush1 Flushometer tankwater closets 1.6 gallons/flush 1.28 gallons/flush1 Flushometer valvewater closets 1.6 gallons/flush 1.28 gallons/flush1 1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush toilets -The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME All 2.19.233.2. Dual flush toilets -The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME Al 12.19.2 and ASME Al 12.19.14. 2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. 4.304.1 Irrigation controllers: Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. Building Maintenance and Operation: 4.410.1 Operation and maintenance manual: At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and airfilters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instnictions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspection verifications required by the enforcing agency or this code. Indoor Air Quality and Exhaust: 4.506.1 Exhaust fans: Mechanical exhaust fans which exhaust directly from bathrooms shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by humidistat which shall be readily accessible. Humidistat controls shall be capable of adjustment between a relative humidity range of 50 to 80 percent. Note: For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. Section 4.507 Environmental Comfort: 4.507.1 Openings. Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off. Covers or louvers shall have a minimum insulation value of R-4.2. 4.507.2 Heating and air-conditioning system design: Heating and air-conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ACCA Manual J, ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ACCA29-D Manual D, ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according toACCA 36S Paid: srs"Manual S or other equivalent design softwPa elrNVS. Exception: Use of alternate design temperatures necessary to ensure the systems function are acceptable. TABLE 4.504.1 ADHESIVE VOC LIMIT1,2 Water and Less Exempt Compounds in Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APLICATIONS CURRENT VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 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 specifically listed 50 SPECIALTY APPLICATIONS Authorization By: PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primerfor plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFICAPPLICATIONS Metal to metal 30 Plastic foams 50 Porous material (except wood) 50 Wood 30 Fiberglass 80 1. [fan adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168. 4.504.5 Composite wood products. TABLE 4.504.2 SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter 0.05 SEALANTS 0.08 0.05 Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single -ply roof membrane 450 Other 420 SEALANT PRIMERS Architectural CM Nonporous 250 Porous 775 Modified bituminous 500 Marine deck 760 Other 750 Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 at seq.), by or before the dates specified in those sections, as shown in Table 4.504.5. TABLE 4.504.5 FORMALDEHYDE LIMITS Maximum Formaldehyde Emissions in Parts per Million PRODUCT CURRENT LIMIT JANUARY 1, 2012 JULY 1, 2012 Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.08 0.05 Particleboard 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard 0.21 0.13 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333.96(2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12. 2. Thin medium density fiberboard has a maximum thickness of 8 millimeters. Maximum Formaldehyde Emissions in Parts per Million PEI'MIT #_ gI,t7TE c0UNTY D ELOPM NT d Pf ViCES REVIEWED FOR GODE COMPLIANCE DATE t] 1 16 Patches Drive Chico,CA 95926 1 Sheet Number: UNNN www.LHdesignsHomes.com Client Address: W Cn L0 O O '^VA♦+ W W W U Z I- c MJ Job Site Location: CD CD N CD O r CM N U1 N O Q. Q U Project Information: Drafting By: JL Q Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 5/1/17Plan Date: ® 11/14/16 Check 2 Rev #: 00 Authorization By: Signature only by: Jason Liebgott i ALL I EAS ESIGNS AND PLANS REPRESENTED BY THIS D ING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: General Notes Sheet Number: UNNN www.LHdesignsHomes.com Al 2' 7' 2'-6" M M Casement- 0 2'-4" A 6'-8 19 Shelf v00 (V Go a � � E 5' Bath- . m D 2' o room 1 Closet I I ' I I ' I I I I 3'--9 112" I , N to I O 2'-4" 6'-8" E Casement 8 Q) M M 0 2-6 A _ W c .N o 14' 4' 17 io io Casement Bedroom 1 U Lo 6' 1.-6„ V-6" 17' O O Arch O --- -------r----------- I I I I I I I , I O 1 ' � � I I ' I i 1 I I � I r' - O , I 1. Covered °' 0 Patio Area Concrete Slab 19=6" O O I � I I I I I I 2V-6" 1 I I I I d IC.I I 4'-3" I 1 O, O U V) Covered CIL r W Patio Area W Concrete Slab I 1 I 1 Bedroom 2 Casement A Z-6" 9-8" M ih A 6' A Foyer 13,_6" I I M� I I 1 Hall r1 q See Sheet G.N. Other Staircase Requirements Per CBC 2016 1 1 notes under stair, tread, handrails, and guard rails. I Casement I --- ® 3,_9.. D N o N I I � I m Arc h I I Porch 8'-3" 2'-3" 16 13'6" C 8 15 18' Buildings with combustible ceiling or roof construction shall have an attic access ' Area I I I I S. H. 5'-3/4" D I I I I L 1 I V I ' 1 3. II 11 OBathtub I 3' N= I 14' Hall , I D 00 N Temp 8 3 1 v I 1/8" SID e I s U Coat CO Co io 00 Y N 20 1 I N bo a _ ---- - D - ----- I I 8" 1 1'-91/2" � 2' ° r$" o a v vent shall be connected to the horizontal drain through a wye-branch fitting and shall, in 2 S. H. U1 — �1 I SlidingS.H. I I a point not less than 6 inches (152 mm) above the flood -level rim of the fixtures served. A N than 1/4 inch per foot (20.8mm/m) back to the drain be maintianed. The return bend 5,_5., Temp (0.79 rad), a 90 degree (1.57rad), and a 45 degree (0.79 rad) elbow in the order Bedroom named. Pipe sizing shall be as elsewhere required in this code. The island sink drain, Temp �, D 2'N r- - --- I I I CV r M o_ ; Fire Place Shall be tested in Accordanance with aplicable local ordances. ILL 1 - D O 1 Din in � - Temp. (Framing Per Insert FP Size By Others) ; 1 I Room I I I I I I N I I ' , I co o I I 1 I I I I 1 I I I 1 1 I ' 1 N C m m �2' CID u_ I No dishwasher machine E 8 1 °� I I 1 I N A p 6' I shall be directly connected o F to a drainage system or N I Q I 1/2' Gyp. Board on side O 1/2 Bath food disposer without the 1 0.1 1 use of an approved air gap W Closet Livi n 2,�„ I 0 a ;T fitting on the discharge side I I 1 I (Typ. at underside of stairs) of the dishwashing machine. I o 1 Room N N I 1 I I D2' 1 3'-6" X 4' T-6' 1 1 1 I Water ' J 6' Il - - - - - - - - - - - - - - - - - _ I 1 I I Pot Filler 1 I €v � 00 On U) R= 3'-6" 1 1 � L — ---------- J oo LL_LLVV I , � 1 I - - 1 I I I UCn I I Co I Pantry DW O 0 d' I 1 I 1 1 I I ---------------- ---- I ------- O 6'-8" co 3'2 2-4" Kitchen 11-2" iv Exposed Beam Bedroom 2 Casement A Z-6" 9-8" M ih A 6' A Foyer 13,_6" I I M� I I 1 Hall r1 q See Sheet G.N. Other Staircase Requirements Per CBC 2016 1 1 notes under stair, tread, handrails, and guard rails. I Casement I --- ® 3,_9.. D N o N I I � I m Arc h I I Porch 8'-3" 2'-3" 16 --Aich --- -4' Wall C 8 15 o Buildings with combustible ceiling or roof construction shall have an attic access N Concrete Slab N Bo Area I I Hall S. H. S. H. 5'-3/4" D I I I I L 1 I V I ' 12 11 OBathtub the shower compartments shall be finished with nonabsorbent surface. Such wall surfaces N= 3'6" Hall , I D 00 N Temp 8 3 1 v 1/8" SID e 10.Min s U Coat 5 io 00 Y — _ ii I 1/4" Slope ------------- _ ---- - D - ----- I I 8" 1 1'-91/2" � 2' ° r$" o a v vent shall be connected to the horizontal drain through a wye-branch fitting and shall, in 2 Temp. U1 — �1 I a� I I a point not less than 6 inches (152 mm) above the flood -level rim of the fixtures served. A I I Master I I than 1/4 inch per foot (20.8mm/m) back to the drain be maintianed. The return bend 5,_5., 6._8" (0.79 rad), a 90 degree (1.57rad), and a 45 degree (0.79 rad) elbow in the order Bedroom named. Pipe sizing shall be as elsewhere required in this code. The island sink drain, �, ® no other fixtures. An accessible cleanout shall be installed in the verical portion of the —1� � N LL N I I All exterior sills plates will be sealed to meet energy effciency standard 2.4 residential r M o_ ; Fire Place Shall be tested in Accordanance with aplicable local ordances. Z I - - c O R1005, CMC 980.2. - (Framing Per Insert FP Size By Others) Gas Insert Fire Place to have doors and outside combustion air. 1 = N I (Install per Manufacturer Specifications.) I s Exposed Beam �2' CID u_ I N A p 6' o 1/2' Gyp. Board on side 1/2 Bath °' walls and soffit. Closet 2,�„ 0 a ;T to (Typ. at underside of stairs) o I � Water 1 I I I - _ I Pot Filler 1 I €v � � U) L — ---------- J oo LL_LLVV L J , � 1 I Bedroom 2 Casement A Z-6" 9-8" M ih A 6' A Foyer 13,_6" I I M� I I 1 Hall r1 q See Sheet G.N. Other Staircase Requirements Per CBC 2016 1 1 notes under stair, tread, handrails, and guard rails. I Casement I --- ® 3,_9.. D N o N I I � I m Arc h I I Porch 8'-3" 2'-3" 7-11 1/2" '1'411.4' 2' A z fV c0 CV _-- Arch -- ---------- I OSliding Temp. 2 0 11,_5„ 6'-8°' I I .. O AShelf Lin. Cabinet Shower M a0 co �c Ga 11� Walk In I I Closet 1 U = RADIANT FLOORING U3 t U C I I ^ m I I I 1 N I t I I � r0c) ' R" Closet /17 6., 16 --Aich --- -4' Wall C 8 15 I I Buildings with combustible ceiling or roof construction shall have an attic access N Concrete Slab N Bo I � framing of 30 inches (762 mm) or greater. The vertical height shall be measured from the top S. H. S. H. 5'-3/4" D I I I I L 1 I V I ' 12 11 OBathtub the shower compartments shall be finished with nonabsorbent surface. Such wall surfaces N= Temp Hall , I D 00 N Temp 8 o CIO O 1/8" SID e 10.Min s U Coat 5 io 00 Rack Bench ii I 1/4" Slope ------------- _ ---- - D - ----- -1 2' 2' ° horizontal sink drain immediately downstream from the vertical fixture drain. The return 3 vent shall be connected to the horizontal drain through a wye-branch fitting and shall, in 2 Temp. 5' I I I a point not less than 6 inches (152 mm) above the flood -level rim of the fixtures served. A I I Master I I than 1/4 inch per foot (20.8mm/m) back to the drain be maintianed. The return bend O Use 5/8" Fire Rated Gyp. (0.79 rad), a 90 degree (1.57rad), and a 45 degree (0.79 rad) elbow in the order Bedroom named. Pipe sizing shall be as elsewhere required in this code. The island sink drain, on garage wall to bottom ® no other fixtures. An accessible cleanout shall be installed in the verical portion of the —1� � N LL N I I All exterior sills plates will be sealed to meet energy effciency standard 2.4 residential r M o_ ; Fire Place Shall be tested in Accordanance with aplicable local ordances. Installation manual shall be availble for review by the building inspector upon request. CGBSC 4.503.1, CRC R1005, CMC 980.2. (Framing Per Insert FP Size By Others) Gas Insert Fire Place to have doors and outside combustion air. 1 = 3, I (Install per Manufacturer Specifications.) ui I I s 1 I L______________________ —__ —_J 7-11 1/2" '1'411.4' 2' A z fV c0 CV _-- Arch -- ---------- I OSliding Temp. 2 0 11,_5„ 6'-8°' I I .. O AShelf Lin. Cabinet Shower M a0 co �c Ga 11� Walk In I I Closet 1 U = RADIANT FLOORING U3 t U C I I ^ m I I I 1 N I t I I � r0c) ' R" Closet /17 6., 16 --Aich --- -4' Wall C 8 15 -" Gyp at all remaining Buildings with combustible ceiling or roof construction shall have an attic access 14 framing of 30 inches (762 mm) or greater. The vertical height shall be measured from the top 13 Area Concrete Slab 5'-3/4" D I I I I L 1 I V I ' 12 11 OBathtub the shower compartments shall be finished with nonabsorbent surface. Such wall surfaces 10 4 Hall , I D 00 N 9 8 7 O 1/8" SID e 10.Min s D Coat 5 M bo Rack Bench 4 1/4" Slope Traps for island sinks and similar equipment shall be roughed in above the floor and shall be permitted to be vented by extending the vent as high as possible, but not less 3 ° horizontal sink drain immediately downstream from the vertical fixture drain. The return vent shall be connected to the horizontal drain through a wye-branch fitting and shall, in 2 addition, be provided with a foot vent taken off the vertical fixture vent by means of a wye branch immediately below the floor and extending to the nearest partition and then 1 a point not less than 6 inches (152 mm) above the flood -level rim of the fixtures served. A than 1/4 inch per foot (20.8mm/m) back to the drain be maintianed. The return bend O Use 5/8" Fire Rated Gyp. (0.79 rad), a 90 degree (1.57rad), and a 45 degree (0.79 rad) elbow in the order named. Pipe sizing shall be as elsewhere required in this code. The island sink drain, on garage wall to bottom R= 10'-4"' no other fixtures. An accessible cleanout shall be installed in the verical portion of the foot vent. of Roof Sheeting Fixed Concrete Slab 1 1' V-6" 10„ ory o V) N ------- ---------------- Porch ;Ta� 0 5, Arch Concrete Slab --------------------------------------- - I � _ I 1 0) 1 1 I I I Arch I I 10'611 V-6" o R= 11'-6" Q 5'-9" ROT CONSTRUCTION SCHEDULE m - --Aich --- -4' Wall ACCESS 22"x30" w/ ELECTRICAL SWITCH AND LIGHT. O (D m 6 -" Gyp at all remaining Buildings with combustible ceiling or roof construction shall have an attic access o�.'exposed framing of 30 inches (762 mm) or greater. The vertical height shall be measured from the top fcwalls and ceiling. Area Concrete Slab c O and shower floors and walls above bathtubs with installed shower heads and in OBathtub the shower compartments shall be finished with nonabsorbent surface. Such wall surfaces OC� O On -Demand Water Heater wall mounted. (See T-24 report for more info.) Provide Screened vents top and Bottom for combustable air in door or cabnet. O 1/8" SID e CONSTRUCTION SCHEDULE KEY: DESCRIPTION: --Aich --- -4' Wall ACCESS 22"x30" w/ ELECTRICAL SWITCH AND LIGHT. OATTIC R807.1 Attic access. N Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. 8307.2 Bathroom Spacing and shower floors and walls above bathtubs with installed shower heads and in OBathtub the shower compartments shall be finished with nonabsorbent surface. Such wall surfaces shall extend to the height of no less than 6 feet (1829 mm) above the floor. O On -Demand Water Heater wall mounted. (See T-24 report for more info.) Provide Screened vents top and Bottom for combustable air in door or cabnet. 701.2.1 Standard Method. The minimum required volume shall be fifty (50) cubic feet per 1,000 Btu/hour. Per. CMC. door shall be equipped with solid wood doors not less than 13/8 inches (35 mm) OGarage in thickness, solid or honeycomb core steel doors not less than 13/8 inches (35 mm) thick, or 20 -minute fire -rated doors. Doors shall be self-closing and self -latching. O909.0 Special Venting for Island Fixtures. 909.1 General. 1/4" Slope Traps for island sinks and similar equipment shall be roughed in above the floor and shall be permitted to be vented by extending the vent as high as possible, but not less than the drainboard height and then returning it downward and connecting it to the horizontal sink drain immediately downstream from the vertical fixture drain. The return vent shall be connected to the horizontal drain through a wye-branch fitting and shall, in addition, be provided with a foot vent taken off the vertical fixture vent by means of a wye branch immediately below the floor and extending to the nearest partition and then through the roof to the open air, or shall be permitted to be connected to other vents at a point not less than 6 inches (152 mm) above the flood -level rim of the fixtures served. Drainage fittings shall be used on the vent below the floor level, and a slope of not less than 1/4 inch per foot (20.8mm/m) back to the drain be maintianed. The return bend used under the drainboard shall be a one piece fitting or an assembly of a 45 degree (0.79 rad), a 90 degree (1.57rad), and a 45 degree (0.79 rad) elbow in the order named. Pipe sizing shall be as elsewhere required in this code. The island sink drain, upstream of the returned vent, shall serve no other fixtures. An accessible cleanout shall be installed in the verical portion of the foot vent. Sill Note: All exterior sills plates will be sealed to meet energy effciency standard 2.4 residential manual. Caulking must be applied between the bottom plate and floor. Head on - - Valves ---- 0 ------------ V3'-6" 2' t� 4' Master Bathroom 0 RADIANT FLOORING O 41T I L r----------- WASHER/DRYER in See Sheet A1.3 For Garage Floor Plan 3' Covered o Laundry Room 3'® Patio Area a U) [ Concrete Slab L - Island a 3 0 1 r-- r ---Or -------------- ib O LI_ C'7 Q 1/4" Slope L Arch ------------------------- U) -- U) 2'-101/2" 4' Wall C� PERMIT BUTTE COUNTY DEVELOPMENT SERVICES lEVIEWED FOR CODE COMPLIANCE 10' © 1T —/,/ BY 8. First Floor Layout Scale 1/4"=1'-0" SQ. FT. FIGURES Living 1st FL. 3,730 Sq Ft Patio 1st FL. 1,530 Sq Ft Living 2nd FL. 1,365 Sq Ft Blkny. 2nd FL. 534 Sq Ft Garage Area 928 Sq Ft Total Living. 5,095 Sq Ft Total Non Liv. 2,992 Sq Ft iota) structure: o,uoraq rt WALL FRAMING Key: Description: O (N) 2x4 Wall ® (N) 2x6 Wall 41 c� 53 C r , ' . 6 , 12017 ` T CI-`�'t:C�� 16 Patches Drive Chico,CA 95926 Client Address: W r TT� ^♦ � VJ O EU V♦ � 0 ^/ coZ It Job Site Location: O N o V� 1 CD > r CD CD C- I r Nqq., o 0 a U Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/14/16 A Date: 5/1/17 Plan Check 2 Rev #: 00 Authorization By: Signature only by: Jason Liebgott tif ALL ID S, DESIGNS AND PLANS REPRESENTED BY THISID WING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS ND SHALL NOT BE REPRODUCED WITHOUT PRIOR W ITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: 1st Floor Layout Plan --Aich --- -4' Wall --�----9^ N _O LL. 1/4" Slope _0 N L U 3' Covered o Laundry Room 3'® Patio Area a U) [ Concrete Slab L - Island a 3 0 1 r-- r ---Or -------------- ib O LI_ C'7 Q 1/4" Slope L Arch ------------------------- U) -- U) 2'-101/2" 4' Wall C� PERMIT BUTTE COUNTY DEVELOPMENT SERVICES lEVIEWED FOR CODE COMPLIANCE 10' © 1T —/,/ BY 8. First Floor Layout Scale 1/4"=1'-0" SQ. FT. FIGURES Living 1st FL. 3,730 Sq Ft Patio 1st FL. 1,530 Sq Ft Living 2nd FL. 1,365 Sq Ft Blkny. 2nd FL. 534 Sq Ft Garage Area 928 Sq Ft Total Living. 5,095 Sq Ft Total Non Liv. 2,992 Sq Ft iota) structure: o,uoraq rt WALL FRAMING Key: Description: O (N) 2x4 Wall ® (N) 2x6 Wall 41 c� 53 C r , ' . 6 , 12017 ` T CI-`�'t:C�� 16 Patches Drive Chico,CA 95926 Client Address: W r TT� ^♦ � VJ O EU V♦ � 0 ^/ coZ It Job Site Location: O N o V� 1 CD > r CD CD C- I r Nqq., o 0 a U Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/14/16 A Date: 5/1/17 Plan Check 2 Rev #: 00 Authorization By: Signature only by: Jason Liebgott tif ALL ID S, DESIGNS AND PLANS REPRESENTED BY THISID WING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS ND SHALL NOT BE REPRODUCED WITHOUT PRIOR W ITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: 1st Floor Layout Plan I a) 0 2 C 0) 0 J u, E 0 2 c .N m 0 2 J F A2.0 REAR CONSTRUCTION NOTES 1. For all pex installations, a completed "request to use pex water pipe" form must be submitted and approved be the building official. 2. All exterior sill plates will be sealed to meet energy efficiency standards 2.4 residential manual. Caulking must be applied between the bottom plate and floor at exterior walls. 3. Windows in sleeping p g roo ms to have a maximum sill heighy of 44", and have an opening of 20" wide x 24" high minimum. 4. Windows within 24" of a swinging door, or 24" of floor, are to be tempered, laminated of wire glass. 5. Shower doors or windows in showers or tub/showers shall be tempered or laminated safety glass. 6. Windows to be double glazed low'E' type. 7. Window model, type, style, finish and make to be approved by owner. 8. Window sills to be lower then 24" except office (30") to be tempered, laminated of wire glass. 9. Glass in windows within 24" of the latch side of the door to be tempered or laminated glass. 10. Glass in door units or transomd to be tempered, laminated or wire glass. 11. Floors and landings at exterior doors. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) m. 12. Floor elevations at the required egress doors. Landings or floors at the required egress door shall not be more than 11/2 inches (38 mm) lower than the top of the threshold. 13. A 10 mil (0.006 inch; 152 mm) polyethylene or approved vapor retarder with joints lapped not less than 6 inches (152 mm) shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course exists. Exception: The exterior landing or floor shall not be more than 73/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. 14. High windows in toilets and laundry to be 12" from ceiling at head. kn automatic fire sprinkler system shall be installed in accordance with Section R313 of the 2013 C.R.C." CONSTRUCTION SCHEDULE KEY: DESCRIPTION: ATTIC ACCESS 22"x30" w/ ELECTRICAL SWITCH AND LIGHT. 1 R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. R307.2 Bathroom Spacing OBathtub and shower floors and walls above bathtubs with installed shower heads and in the shower compartments shall be finished with nonabsorbent surface. Such wall surfaces shall extend to the height of no less than 6 feet (1829 mm) above the floor. --------------------------------------------------- O------- ------- ---- -------------------------------------------------- AN o A2.0 RONT 'ELOPMENT SERVICES ED FOR IPLIANCE 7,- 7 16 Patches Drive Chico,CA 95926 Client Address: M I r I� LO O Q EU cn o � � U 0 ti U d' C'7 Job Site Location: C� Q CV CD o > � Q c Q CN cU N o O � Ur •U a U Project Information: Drafting By: JIL Q Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/14/16 ® Date: 5/1/17Plan Check 2 Rev #: 00 Authorization By: Signature only by: Jason Liebgott ALL IDEA DESiGNSAND PLANS REPRESENTED BY THIS DRA ING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS A SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION, ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED, Sheet Title: 2nd Floor Layout Plan Q N O 2 C U) N 0 J Zo N Sliding Temp. = m O �' ) Shower i Head ..... a Valves 0 - ----- - - - - - -- Ci E 3x5 Concrete Landing Master ~ 4' c 3' ® Sto rape 9' V-6" Bathroom O Concrete Slab RADIANT FLOORING 4' Wall O - - - - - - -- -- - Arch - -- -4' Wall- oo——————— - - - - -- Arch- - - - - - - - - N fl C-1; ---------- 1/4" Slope WASHER/DRYER Doc j�nry 3' Covered r 3'® Patio Area Yard Grass Concrete Slab Island Laundry Room a3' 6._8.. -------------- 1/4" Slope ------ Arch ---- Q ---------Arch---- -- ------------------------------ 4' Wall 4' Wall See Sheet A1.0 for Square Footage Covered Patio Layout Scale 1/4" WALL FRAMING Key: Description: Q (N) 2x4 Wall ® (N) 2x6 Wall CONSTRUCTION SCHEDULE KEY: DESCRIPTION: ATTIC ACCESS 22"x30" w/ ELECTRICAL SWITCH AND LIGHT. O R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. O ------------------------- ----------------------- O------------------------------------------------ ------------------------- O---------------------------------------------- See SheetA1.0 For Garage & First Floor Plan a A4.0 See Sheet A1.0 for Square Footage Garage Floor LayoutScale 1/4" = V-0" WALL FRAMING Key: Description: ® (N) 2x4 Wall ® (N) 2x6 Wall PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ,7F y`lr' BY - 16 Patches Drive Chico,CA 95926 Client Address: CD v Co 0 LOLO 0 EU a cn a) 0 Z �U `' Job Site Location: (10 o CV CD ^^,, O W V) r O CU w o 0 � U Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/14/16 Date: 5/1/17Plan Check 2 Rev #: 00 Authorization By: Signature only by: Jason Liebgott i ALL IDES, DE IGNSA D PLANS REPRESENTED BY THIS DRA�/IN ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS ASHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Garage Floor Plan Sheet Number: /M% M www.LHd esig nsH om es. com U) O 2 U) C U) N 0 J o i 10'-0" Plate Line First F1oor 22'-0" Plate Line 21'-0" Plate Line Entry Patio 2nd Floor - -- - - - - - - - - - - - - ------ 20'-0" Plate Line Bonus Room & Theater lyp. gu vvau i,oiumns Typ. @ Wall Columns 27'-0" Ridge Line Ili i III i - - - _ 1*1 ATTIC VENTING REQUIREMENTS Total Attic 4,386' NET SQ. FT. OF GROSS SQ. FT. OF SQ. FEET VENT. REQUIRED VENT. REQUIRED 2, 352' F.F.. / 300 = 7.84' ! .7 = 11_2' 1068' S.F.. / 300 = 6.90' / .7 = 9.86' 928' Garage / 300 = 3.10' / .7 = 4.43' NFVAArea Area Number of Area Vent Type Width Lenght SQ Inches SQ Feet Vents of Venting F.F. Count. Ridge Vent 4" x 20'-0" = 960" / 144 = 6.67' x 1 = 6.67' Eave Vent 3.5" x 22" = 39" ! 144 = .27' x 20 = 5.4' S.F.. Count. Ridge Vent 4" x 16-0" = 768" / 144 = 5_3' x 1 = 5_3' Eave Vent 3.5" x 22" = 39" ( 144 = .27' x 17 = 4.59' Garage Count. Ridge Vent 4" x 10'-0" = 480" / 144 = 3.34' x 1 = 3.34' Eave Vent 3.5" x 22" = 39" / 144 = .27' x 10 = 2.7' Total area of venting provided GROSS SQ. FT. OF 28.0' Total area of venting required VENT. REQUIRED 25.49' Attic Venting Notes 1) The total net free ventilating area shall not be less than 1/150 of the area of the space ventilated except that reduction of the total area to 1/300 is permitted provided that at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914mm) above the eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. 2) Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, hardware cloth, or similar material with openings having a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. ELEVATION SCHEDULE KEY: DESCRIPTION: ODECOR STONE PER CONTRACTOR (Provide Manufacturer Specifications at time of field Inspection) O LIGHT WEIGHT TILE ROOF MATERIAL PER OWNER. (APPLYAS PER MFG.) OChimney shall extend at least 2 feet higher than any portion of a building within 10 ft. but shall not be less than 3 ft. above the highest point where M the chimney passes through the roof per Section R1003.9. 0 Drainage. OR401.3 Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection that does not create a hazard. Lots shall be Q) graded to drainsurface water away from foundation walls. The grade shall CD fall a minimum of 6 inches (152 mm) within the first 10 feet 0W (3048 mm) O Attic vent opening, with 1/4" min. screen mesh covering, equal to not Z less than 1/300 of area vented, typ. for all vents. (see T-24 report for requirements). O8703.6.2 Plaster Plastering with portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete, pressure -preservative treated wood and decay -resistant wood as specified in Section R317.1 or gypsum backing. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided the total thickness is as set forth in Table R702.1(1). On wood -frame construction with and on -grade floor slab system, exterior plaster shall be applied to cover, but not extend below, lath, paper and screed. The proportion of aggregate to o=-mentitious materials shall be as set forth in Table R702.1(3). Fasteners Lath fasteners to be 16 Gauge Stapples with 15/16" Crown. OR703.6.2.1 Weep Screeds A minimum 0.019 -inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2 inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. The weep screed shall be placed a minimum of 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachement flange of the weep screed. 20'-0" Plate Line Bonus Room & Theater v Eave Vent Per Owner/Contractor N/ Concrete Pedestal Concrete Pedestal \ V Typ. @ Wall Columns Typ. @ Wall Columns 3 Ridg�enting _n 27'-0" Ridge Line Front Elevation Plan Scale: 1/4"=1'-0" 0 0 0 o 0 0 o i3t.. TrE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 1921'� 0" Plate Line - -- - -- 2nd Floor&Living Room DATE--— �'r E6 ,c r Decor For e> �`�C)�t " �,, rFT 1Eave Vent. Plumbing Vents a J/ �.�,✓1 `,; Rear Elevation Plan Scale: 1/4"=1'-0" -77 Dgo9A F tall, •■�' 16 Patches Drive Chico,CA 95926 Client Address: W � v M r LO M 0 EU �/'� (n Q) 0 CD 0W U Z M Job Site Location: f7a1 o N 0 oU-) Q � r O Q C4 �U � a C5 =3 O CL_C a U Project Information: Drafting By: JL ^1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/14/16 6 Date: 5/1/17 Plan Check 2 Rev #: 00 Authorization By: Signature only by Jason Liebgott ALL IDEA DE IGNS AND PLANS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Proposed Elevations N O N O J �.----._ -.---- �___...------ - -- -_- -_-- -.._. -.__.- - -_ ------ ----- - .._.. -. - -- ------ _----------- --.--. �`---._.-_.-------- = II II III A_ II --�------- ------ - - _��_._ 1 .I L—L..;_. I O 10' MIN. All Sides of Chimney -5 2' Min. �, 2T-0" Ridge Line CLR_---------------- Rki 22'-0" Plate Line ntry afio ELEVATION SCHEDULE KEY: DESCRIPTION: O DECOR STONE PER CONTRACTOR (Provide Manufacturer Specifications at time of field Inspection) O LIGHT WEIGHT TILE ROOF MATERIAL PER OWNER. (APPLYAS PER MFG.) O Chimney shall extend at least 2 feet higher than any portion of a building Within 10 ft. but shall not be less than 3 ft. above the highest point where the chimney passes through the roof per Section R1003.9. Drainage. OR401.3 Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection that does not create a hazard. Lots shall be graded to drainsurface water away from foundation walls. The grade shall fall a minimum of 6 inches (152 mm) within the first 10 feet (3048 mm) Attic vent opening, with 1/4" min. screen mesh covering, equal to not O less than 1/300 of area vented, typ. for all vents. (see T-24 report for requirements). O R703.6.2 Plaster Plastering with portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete, pressure -preservative treated wood and decay -resistant wood as specified in Section R317.1 or gypsum backing. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided the total thickness is as set forth in Table R702.1(1). On wood -frame construction with and on -grade floor slab system, exterior plaster shall be applied to cover, but not extend below, lath, paper and screed. The proportion of aggregate to mmentitious materials shall be as set forth in Table R702.1(3). Fasteners Lath fasteners to be 16 Gauge Stapples with 15/16" Crown. Weep Screeds OR703.6.2.1 A minimum 0.019 -inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2 inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. The weep screed shall be placed a minimum of 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachement flange of the weep screed. 0 ❑ou��❑ouu0❑ouu� � oo�oo�oo� io � Oo 00o Oo in �oaoo�oa�o 0'-0" Floor Line 177 4 Left Elevation Plan Scale: 1/4" = V-0" ----------------------ou 21'-0" Plate Line 2nd Floor & Living Room PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE '-ATE_._ = BYZ: 10'-0" Plate Line r ?� 35 17:: 0'-0" Floor Line Right Elevation Plan Scale: 1/4"=1'-0" D 16 Patches Drive Chico,CA 95926 Client Address: `'M r T� A♦ � VJ }+CD Ch 0 � EU Vi O � � U W Z I,.0 co Job Site Location: O Q N Q (� o > Q CN Q �U O 040 a U Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/14/16 A Date: 5/1/17 Plan Check 2 Rev #: 00 Authorization By: Signature only by: Jason Liebgott ' ALL IDEAS, �,ES GNS AND PLANS REPRESENTED BY THIS DRAWING'°ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Proposed Elevations a 0 2 rn c V) 0) n 2 J 10'-0" Interior' °b° ° 2X STUD Exterior EXTERIOR PER PLAN Patio Area 50 YEAR CAULKING FOAM INSULATION STRIP HORIZONTAL ANCHORING LEG TILE OR STONE DRY -SET MORTAR — — — — — NOTE: I DIAMETER1-1 0 0 0 STAIRWAYS WITH 4 OR 1-1114" MIN N 2x4 Soffit 2x4 Brace at 4'-0" O.C. Max 1-1/2u PLY PER PLAN Interior when soffit span is longer then 6 EXTERIOR PER PLAN Exterior MAX. 2X STUD w/ (4) 16d Nails into exterior or intoerio wall stud Deck Tile Installation Detail (4) Scale: N.T.S. Schluter - BARA-SOT (or equivalent) Installation: 1. Apply a foam insulation strip to the wall at the height of the tile base. 2. Trowel dry -set morter over the floor area where the profile is to be placed. 3. Embed the horizontal anchoring into the mortar while pressing the vertical leg of the profile against the insulation strip, 4. Trowel additional mortar over the anchoring leg and embed the floor tiles into the morter, ensuring full coverage and support of the tile. 5. Apply dry -set mortar to the back of the base tiles and attach them to the vertical leg of the profile. The mortar must penetrate the profile perforations to ensure firm adhesion of the base tiles. Prior application of the foam strip prevents a force -conductive bond to the wall. A joint of approximately 3/16" (5mm) should be left between the floor tile and the base tile. The joint must then be filled completely with grout. 6. Seal the wall connection above the base tile with an appropriate sealing compound. 7. Please note: the height of the base the must either meet or exceed the height of the support profiles' vertical leg. However, the foam insulation strip must be applied at full base tile height. Water Membrain Per "Schlicter" Manufactures Recommendation COL Flasl Stucco or Stone Decor CE (Grout all cuts and joints, (By Others) Ledgestone (Per Manufacturer Instc Exterior Wall Finish Per Plan Flashing and counterflashing \ 26 ga. min. to be used wherever the roof meets a vertical wall, including chimney wall and plaster. Roofing Material Per Plan. Roof Sheathing Roof Framing Member Roof to Vert. Wall Flashing Detail (2) NOTE: Scale: N.T.S. 1. PREP & FLASH AT PER ROOFING MFRS. RECOMMENDATION. (BY OTHERS) Ledgestone Flashing Detail (3) Scale: N.T.S. Guard Rail I Stair Tread L t']" NSI N a6&'v2 Guard Rail & Stair Tread Detail (1) Scale: N.T.S. f::bVL (24SCYus — N OE N� Header Notes: Per Plan 1. See 2013 CRC notes for guard and hand railing further requiremetns and specifications on Sheet C.S. 2. R311.7.1 Width. Stairways shall not be less than 36 inches (914 mm) in dear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 31 1/2 inches (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both sides 3. TR311.7.5.1 Risers. The maximum riser height shall be 7 3/4 inches (196 mm). The riser shall be measured verti- cally between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that the opening between treads does not permit the passage of a 4 -inch -diameter (102 mm) sphere 4. 311.7.5.2 Treads. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). r- (6) 16d Nails Into Truss Bottom Chord and Into 2x4 Soffit Bottom Framing Pre Engineered Trusses (By Others) t Per Roof FramingPlan S4.0 & S4,1 (3) 16d Nails into2x4 Soffit Bottom End Soffet Framing Detai I(4) Scale: N.T.S. Atti c Concrete Slab Footing Per Plan mo 11.a rioors ano ianaings at exterior aoors. i nere snau De a ianaing or Tioor on eacn side of each exterior door. The width of each landing shall not be less than the door served Every landing shall have a minimum dimension of 36 inches (914 mm) m R311.3.1 Floor elevations at the required egress doors. Landings or floors at the required egress door shall not be more than 11/2 inches (38 mm) lower than the top of the threshold Exception: The exterior landing or floor shall not be more than 73/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. Pre -Engineered Trusses Garage Area Attic 15-7" Ridge Line AN 10'-0" Plate Line Garage Facia & Gutter (By Others) Header Per Plan 0'-0" Stem Wall Line Cross Section (2) Scale7114"=1'-0" — — NraMIrvAL_ °b° ° d — — — — — NOTE: I DIAMETER1-1 0 0 0 STAIRWAYS WITH 4 OR 1-1114" MIN N 2x4 Soffit 2x4 Brace at 4'-0" O.C. Max 1-1/2u Support when soffit span is longer then 6 I MAX. w/ (4) 16d Nails into exterior or intoerio wall stud - - - - - - - & into 2x4 Soffit Bottom Framing TREAD NOSING. 0 0 CIRCULAR HANDRAILS 0 SHALL HAVE AN OUTSIDE ° 2x Exterior Wall DIAMETER OF 1.25"-1.50". Per Plan 2x4 Solid A MIN. CLEARANCE OF 1.5" 2x4 Soffit Blocking w/ Bottom @ 16" O.C. (3) 16d nails OTHER SURFACE. WOOD FLOOR: 2x4 SILL NAIL wi into ends HANDRAILS SHALL BE 2x4 Solid *• Blocking w/ OR FLOOR JOIST BELOW 0 0; o o ,- (3) 16d nails NEWEL POSTS, OR CONCRETE FLOOR: 2x4 P.T. SILL G 0 , - \ into ends SAFETY TERMINALS. 0 01 Per Roof FramingPlan S4.0 & S4,1 (3) 16d Nails into2x4 Soffit Bottom End Soffet Framing Detai I(4) Scale: N.T.S. Atti c Concrete Slab Footing Per Plan mo 11.a rioors ano ianaings at exterior aoors. i nere snau De a ianaing or Tioor on eacn side of each exterior door. The width of each landing shall not be less than the door served Every landing shall have a minimum dimension of 36 inches (914 mm) m R311.3.1 Floor elevations at the required egress doors. Landings or floors at the required egress door shall not be more than 11/2 inches (38 mm) lower than the top of the threshold Exception: The exterior landing or floor shall not be more than 73/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. Pre -Engineered Trusses Garage Area Attic 15-7" Ridge Line AN 10'-0" Plate Line Garage Facia & Gutter (By Others) Header Per Plan 0'-0" Stem Wall Line Cross Section (2) Scale7114"=1'-0" — — NraMIrvAL_ — — — — — — — — — — — — — — NOTE: I DIAMETER1-1 STAIRWAYS WITH 4 OR 1-1114" MIN N MORE RISERS SHALL 1-1/2u HAVE A HANDRAIL ON ONE MAX. SIDE 34" TO 38" ABOVE TREAD NOSING. CIRCULAR HANDRAILS SHALL HAVE AN OUTSIDE DIAMETER OF 1.25"-1.50". 7'-0" MIN HEAD CLEARANCE A MIN. CLEARANCE OF 1.5" SHALL BE MAINTAINED FROM THE WALL OR OTHER SURFACE. WOOD FLOOR: 2x4 SILL NAIL wi HANDRAILS SHALL BE 16d @ 6" O.C. INTO 2X BLOCKING *• RETURNED, TERMINATE IN OR FLOOR JOIST BELOW NEWEL POSTS, OR CONCRETE FLOOR: 2x4 P.T. SILL \ SAFETY TERMINALS. BOLT wl TITEN HD50500H @ 16" O.C. INTO SLAB I 2x SOLID BLOCKING OR CONCRETE SLAB A Stair Framing Detail 5 Scale: N.T.S Note: See Shear Wall Plans for Wall Framing Requirements for Stair Wall Support sheets S3.0 and S3.1 �)EC;MIT BU117E C OLINI Y tJr_vr_r<.vrr vi—: I REVIEWED ED FCR CODE COMPLIANCE DATE ON 11:RA�!1il'11!iii p t3lding Pia s ❑raftl. g - ❑ �g o Ri • Patches Drive Chico,CA95926 Client Address: W U M O Q cD EU a cn o 4)�U M Job Site Location: CD (N O . M C5 > C5) r < N C U O Q a U Project Information: Drafting By: JL Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/14/16 ® Date: 5/1/17 Plan Check 2 Rev #: 00 Authorization By: Signature only by: Jason Liebgott '41 //r -e �. ALL IDE DE IbNSAND PLANS REPRESENTED BY THIS DRAG RE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED, Sheet Title: Flashing & Arch Details Sheet Number: U) a) O 2 V) c U) a) D 2 J _ ---- ---------------------------------------------------ic ----- 1 -------------------------------------------------- 1'-6" M-15" 1'-6'a 1 17' 1'-6" 11' 6" 1W-6" Il: I I I I I °sf C I 1 r- --J- I I I I ---------- J I 1 1 --------------------- I L V_6" 1 2013 California Residential Code: FOUNDATIONS R403.1.3 Seismic reinforcing.Concrete footings located in Seismic Design Categories DO, Mend D2., as established in Table R301.2(1), shall have minimum reinforcement. Bottom reinforcement shall be located a minimum of3 inches (76 mm) clearfrom the bottom ofthe footing. In Seismic Design Categories DO, D1 and D2 where a construction joint is created between a concrete footing and a stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) on center. The vertical bar shall extend to 3 inches (76 mm) clear of the bottom of the footing, have a standard hook andextend a minimum of 14 inches (357 mm) into the stem wall. In Seismic Design Categories DO, D1 and D2 where a grouted masonry stem wall is supported on a concrete footing and stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) on center. 403.1.3.1 Foundations with stemwalls. Foundations with stem walls shall have installed a minimum of one No. 4 bar within 12 inches (305 mm) of the top of the wall and one No. 4 bar located 3 inches (76 mm) to 4 inches (102 mm) from the bottom of the footing. R403.1.3.2 Slabs -ori --g round with turned -down footings. Slabs on ground with turned down footings shall have a minimum of one No. 4 bar at the top and the bottom of the footing. R403.1.4.2 Seismic conditions. In Seismic Design Categories DO, D1and D2, interior footings supporting bearing or bracing walls and cast monolithically with a slab on grade shall extend to a depth of not less than 12 inches (305 mm) below the top of the R403.1.5 Slope. The top surface of footings shall be level. The bottom surface of footings shall not have a slope exceeding one unit vertical in 10 units horizontal (10 -percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the bottom surface of the footings will exceed one unit vertical in ten units horizontal (10 -percent slope). R403.1.6 Foundation anchorage. Sill plates and walls supported directly on continuous foundations shall be anchored to the foundation in accordance with this section. Wood sole plates at all exteriorwalls on monolithic slabs, wood sole plates of braced wall panels at building interiors on monolithic slabs and all wood sill plates shall be anchored to the foundation with anchor bolts spaced amaximum of 6 feet (1829 mm) on center. Bolts shall be at least 1/2inch (12.7 mm) in diameter and shall extend a minimum of 7 inches (178 mm) into concrete or grouted cells of concrete masonry units. A nut and washer shall be tightened on each anchorbolt. There shall be a minimum of two bolts per plate section with one bolt located not more than 12 inches (305 mm) or less than seven bolt diameters from each end of the plate section. Interior bearing wall sole plates onmonolithic slab foundation that are not part of a braced wall panel shall be positively anchored with approved fasteners. Sill plates and sole plates shall be protected against decay and termites where required by Sections R317 and R318. Cold -formed steel framing systems shall be fastened to wood sill Oates or anchored directly to the foundation as required in Section R505.3.1 or R603.3.1 R403.1.6.1 Foundation anchorage in Seismic Design Categories C, DO, Mend D2. In addition to the requirements of Section R403.1.6, the following requirements shall apply to wood light -frame structures in Seismic Design Categories DO, D 1 and D2 and wood light -frame townhouses in Seismic Design Category C. 1. Plate washers conforming to Section R602.11.1 shall be provided for all anchor bolts over the full length of required braced wall lines except where approved anchor straps are used. Properly sized cut washers shall be permitted for anchor bolts in wall lines not containing braced wall panels. 2. Interior braced wall plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on cen- ter and located within 12 inches (305 mm) of the ends of each plate section when supported on a continuous foundation. 3. Interior bearing wall sole plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on center and located within 12 inches (305 mm) of the ends of each plate section when supported on a continuous foundation. 4. The maximum anchor bolt spacing shall be 4 feet (1219 mm) for buildings over two stories in height. 5. Stepped cripple walls shall conform to Section R602.11.2 6. Where continuous wood foundations in accordance with Section R404.2 are used, the force transfer shall have a capacity equal to or greater than the connections required by Section R602.11.1 or the braced wall panel shall be connected to the wood foundations in accordance with the braced wall panel -to -floor fastening requirements of Table R602.3(1) 14' 60'-1/2" R= W-15" `zy uwulbu °r suu grace arra the concrete poor siaD per zU13 GKG Section K5U(5.2.3 8) See the shearwall plan for anchor bolt spacing at shearwalls and framing for locations. See detail 2/S5.0 for Spread Footing Detail. 16 Patches Drive Chico,CA 95928 Client Address: W v M W --— — — — — — — — — — ------------------------------------ --- W 1 •- Z dM- c / Job Site Location: CD O N CD CY) O >Lo Q �U N ----------------------------- I � Ur .0 CL -� L -----J � ------------------------------------------ ----- N N Job Name: Neves Plan Check I Date: 11/21/15 © Date: 5/2/17 Plan Check Rev #: 00 I I tcin 5359 A o 6t3 17 / r r ;rJ Sheet Title: Foundation Layout Plan I I o I I 1 I I I i 1 (See Foundation Note 4)I 21'-6" 1 j I I 1 4' Concrete Slab w/ #4 Bars at 24" E.W. 1 2" sand over 10 mil. vapor barrier over I , 4" clean crushed rock (not road base) r-4/-------------- — — — — ---------------------------- 1 I � 1 I or clean pea gravel. r----------------- ------------------------------ -------- 1 I O I I N m 1:11I 1 fn i i AST i °sfi I S5.0 1 31 6" 13'-6" 18' I I I i - • I I I I -I I : SSTB24 N e I I I 1 I 1 ------ ---------------------- ----------------------------- 1 - --- L -_,-i 1 0.X6Q�g'l I 1 m m I 1 I I 1 1 1 E--- -------- 1 1 (See Foundation Note 4) ; 1 I 1 1 I 4" Concrete Slab w/ #4 Bars at 24" E.W. 1 I I 1 Q I 1 T sand over 10 mil. vapor barrier over SSTB24 I I I 1 4" clean crushed rock (not road base) 1 1 jor clean pea gravel. 1 SSTB24 1 5 I 1 I 1 I 1 LO 1 1 ! I I! 1 1 O 14' 2T 1 1 , I (See Foundation Note 4) 4" Concrete Slab w/ #4 Bars at 24" E.W.-------------- 6 S5. : , _ _ I1---------- -------------- 0 0 T 14' 6' 1 1 2" sand over 10 mil. vapor harrier over I I I __ _ I 1 2013 California Residential Code: FOUNDATIONS R403.1.3 Seismic reinforcing.Concrete footings located in Seismic Design Categories DO, Mend D2., as established in Table R301.2(1), shall have minimum reinforcement. Bottom reinforcement shall be located a minimum of3 inches (76 mm) clearfrom the bottom ofthe footing. In Seismic Design Categories DO, D1 and D2 where a construction joint is created between a concrete footing and a stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) on center. The vertical bar shall extend to 3 inches (76 mm) clear of the bottom of the footing, have a standard hook andextend a minimum of 14 inches (357 mm) into the stem wall. In Seismic Design Categories DO, D1 and D2 where a grouted masonry stem wall is supported on a concrete footing and stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) on center. 403.1.3.1 Foundations with stemwalls. Foundations with stem walls shall have installed a minimum of one No. 4 bar within 12 inches (305 mm) of the top of the wall and one No. 4 bar located 3 inches (76 mm) to 4 inches (102 mm) from the bottom of the footing. R403.1.3.2 Slabs -ori --g round with turned -down footings. Slabs on ground with turned down footings shall have a minimum of one No. 4 bar at the top and the bottom of the footing. R403.1.4.2 Seismic conditions. In Seismic Design Categories DO, D1and D2, interior footings supporting bearing or bracing walls and cast monolithically with a slab on grade shall extend to a depth of not less than 12 inches (305 mm) below the top of the R403.1.5 Slope. The top surface of footings shall be level. The bottom surface of footings shall not have a slope exceeding one unit vertical in 10 units horizontal (10 -percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the bottom surface of the footings will exceed one unit vertical in ten units horizontal (10 -percent slope). R403.1.6 Foundation anchorage. Sill plates and walls supported directly on continuous foundations shall be anchored to the foundation in accordance with this section. Wood sole plates at all exteriorwalls on monolithic slabs, wood sole plates of braced wall panels at building interiors on monolithic slabs and all wood sill plates shall be anchored to the foundation with anchor bolts spaced amaximum of 6 feet (1829 mm) on center. Bolts shall be at least 1/2inch (12.7 mm) in diameter and shall extend a minimum of 7 inches (178 mm) into concrete or grouted cells of concrete masonry units. A nut and washer shall be tightened on each anchorbolt. There shall be a minimum of two bolts per plate section with one bolt located not more than 12 inches (305 mm) or less than seven bolt diameters from each end of the plate section. Interior bearing wall sole plates onmonolithic slab foundation that are not part of a braced wall panel shall be positively anchored with approved fasteners. Sill plates and sole plates shall be protected against decay and termites where required by Sections R317 and R318. Cold -formed steel framing systems shall be fastened to wood sill Oates or anchored directly to the foundation as required in Section R505.3.1 or R603.3.1 R403.1.6.1 Foundation anchorage in Seismic Design Categories C, DO, Mend D2. In addition to the requirements of Section R403.1.6, the following requirements shall apply to wood light -frame structures in Seismic Design Categories DO, D 1 and D2 and wood light -frame townhouses in Seismic Design Category C. 1. Plate washers conforming to Section R602.11.1 shall be provided for all anchor bolts over the full length of required braced wall lines except where approved anchor straps are used. Properly sized cut washers shall be permitted for anchor bolts in wall lines not containing braced wall panels. 2. Interior braced wall plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on cen- ter and located within 12 inches (305 mm) of the ends of each plate section when supported on a continuous foundation. 3. Interior bearing wall sole plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on center and located within 12 inches (305 mm) of the ends of each plate section when supported on a continuous foundation. 4. The maximum anchor bolt spacing shall be 4 feet (1219 mm) for buildings over two stories in height. 5. Stepped cripple walls shall conform to Section R602.11.2 6. Where continuous wood foundations in accordance with Section R404.2 are used, the force transfer shall have a capacity equal to or greater than the connections required by Section R602.11.1 or the braced wall panel shall be connected to the wood foundations in accordance with the braced wall panel -to -floor fastening requirements of Table R602.3(1) 14' 60'-1/2" R= W-15" `zy uwulbu °r suu grace arra the concrete poor siaD per zU13 GKG Section K5U(5.2.3 8) See the shearwall plan for anchor bolt spacing at shearwalls and framing for locations. See detail 2/S5.0 for Spread Footing Detail. 16 Patches Drive Chico,CA 95928 ii Sheet Number: 11 Client Address: W v M W U W U Z dM- c / Job Site Location: CD O N CD CY) O >Lo O Q Q �U N o o � Ur .0 CL -� a U Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/21/15 © Date: 5/2/17 Plan Check Rev #: 00 Authorization By: tcin 5359 A o 6t3 17 / r r ;rJ Sheet Title: Foundation Layout Plan ii Sheet Number: 11 E 8 U) a) E 0 _ U) C: :) U) a) 2 J I In (1) TO y N C .9 W a) _ J Concrete Ped. Studs Per Plan y1.o o I HD G I Per Plan to 01 I I o 2" CLR. I �#4 Bars (10 TYP. ) #4 @ Each Comer A Cocrete Slab & Footing Per Plan ------ ro- -rrrr #4 Top and -- __- Bottom L1,2" Leg CONCRETE PEDESTAL DETAIL (1) _ NO SCALE U -_--.__- _.. _._._ ..... _. _. ___ ___- _ __... _ __` 1 _I: _I_�.,.__ -_II ILL -LLL I.'Jll LT 111 ____ -.._.. _'.-1 #3 Tie w/ 6" Leg Garage and Patio Foundation Plan Scale 1/4" = V-0" 1) Grade all adjacent surfaces to drain away from the foundation. Caulk joints in adjacent concrete surfaces or use an expansion joint. 2) Install gutters and route runoff away from the foundation. 3) Concrete shall have 28 -day compressive strength of 3000 PSI, with slump not to exceed 4". Aggregate shall be a maximum of 1-1/2" in foundations. 4) Crack control joints to be made at 12' OC Max and may be construction joints or 1" saw -cuts made as soon as practical after placing of concrete. 5) Reinforcing Bar to be Grade 40 for #4 and Smaller Grade 60 for #5 or Larger. Splice #5 bars to be 30", #4 bars 24", and #3 bars 18". Maintain 3" clearance when poured against soil and 2" elsewhere. Welded wire mesh (WWM) shall be lapped not less then two wire spaces. Bars are to be continuous around corners. 6) All SSTB's required at Shear -Walls shall be in place prior to foundation inspection. SSTB's Dap 3x sill when 1 1/2" Min Sill is allowed Per Shear -Wall Schedule. 7) A 10 -mil polyethylene vapor retarder with joints lapped not less than 6 inches between the base course or sub grade and the concrete floor slab per 2013 CRC Section R506.2.3 8) See the shearwall plan for anchor bolt spacing at shearwalls and framing for locations. See detail 2/S5.0 for Spread Footing Detail. PERM4ur �--------- a?,tJTrF GOtJN'r`r DEVEt_OPMt: � SERVICE CODE C°0hppL1ANCE 13 Com& l 1 16 Patches Drive Chico,CA 95928 1 Client Address: C') V J 0 N O 0 3: U co Job Site Location: CD N Q 0) ® > Mr o �U o U Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/21/15 © Date: 5/2/17 Plan Check Rev #: 00 Authorization By: air 535 Fn 17 'Yh '-ror Sheet Title: Garage & Patio Foundation Plan ii Sheet Number: 11 IL--w.LHdesignsHomes.com Concrete Ped. 11 1 1 II 1 1 1 I I L 1 1 I ca1 1 w I I -r---r--r---r I I I 1 I I 1 1 d - #3 Ties 1 1 I @ 3" O.C. 1 1 I 1 1 1 I I --_-----------��+---�'1-�---- 4 I 3" CL R. — —� Concrete Ped. Studs Per Plan y1.o o I HD G I Per Plan to 01 I I o 2" CLR. I �#4 Bars (10 TYP. ) #4 @ Each Comer A Cocrete Slab & Footing Per Plan ------ ro- -rrrr #4 Top and -- __- Bottom L1,2" Leg CONCRETE PEDESTAL DETAIL (1) _ NO SCALE U -_--.__- _.. _._._ ..... _. _. ___ ___- _ __... _ __` 1 _I: _I_�.,.__ -_II ILL -LLL I.'Jll LT 111 ____ -.._.. _'.-1 #3 Tie w/ 6" Leg Garage and Patio Foundation Plan Scale 1/4" = V-0" 1) Grade all adjacent surfaces to drain away from the foundation. Caulk joints in adjacent concrete surfaces or use an expansion joint. 2) Install gutters and route runoff away from the foundation. 3) Concrete shall have 28 -day compressive strength of 3000 PSI, with slump not to exceed 4". Aggregate shall be a maximum of 1-1/2" in foundations. 4) Crack control joints to be made at 12' OC Max and may be construction joints or 1" saw -cuts made as soon as practical after placing of concrete. 5) Reinforcing Bar to be Grade 40 for #4 and Smaller Grade 60 for #5 or Larger. Splice #5 bars to be 30", #4 bars 24", and #3 bars 18". Maintain 3" clearance when poured against soil and 2" elsewhere. Welded wire mesh (WWM) shall be lapped not less then two wire spaces. Bars are to be continuous around corners. 6) All SSTB's required at Shear -Walls shall be in place prior to foundation inspection. SSTB's Dap 3x sill when 1 1/2" Min Sill is allowed Per Shear -Wall Schedule. 7) A 10 -mil polyethylene vapor retarder with joints lapped not less than 6 inches between the base course or sub grade and the concrete floor slab per 2013 CRC Section R506.2.3 8) See the shearwall plan for anchor bolt spacing at shearwalls and framing for locations. See detail 2/S5.0 for Spread Footing Detail. PERM4ur �--------- a?,tJTrF GOtJN'r`r DEVEt_OPMt: � SERVICE CODE C°0hppL1ANCE 13 Com& l 1 16 Patches Drive Chico,CA 95928 1 Client Address: C') V J 0 N O 0 3: U co Job Site Location: CD N Q 0) ® > Mr o �U o U Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/21/15 © Date: 5/2/17 Plan Check Rev #: 00 Authorization By: air 535 Fn 17 'Yh '-ror Sheet Title: Garage & Patio Foundation Plan ii Sheet Number: 11 IL--w.LHdesignsHomes.com rn 0) 0 2 rn c rn m D J WOOD FLOOR FRAMING R502.1 Identification. Load-bearing dimension lumber for joists, beams and girders shall be identified by a grade mark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOCPS 20. In lieu of a grade mark, a certificate of inspection issued by a lumber grading or inspection agency meeting the requirements of this section shall be accepted. Note: See Section R301.1.1.1 for limited -density ownerbuilt rural dwellings.R502.1.1 Preservative -treated lumber. Preservative treated dimension lumber shall also be identified as required by Section R317.2. R502.1.2 Blocking and subflooring. Blocking shall be a minimum of utility grade lumber. Subtlooring may be a minimum of utility grade lumber or No. 4 common grade boards. R502.1.3 End -jointed lumber. Approved end jointed lumber identified by a grade mark conforming to Section R502.1 may be used interchangeably with solid -sawn members of the same species and grade. End -jointed lumber used in an assembly required elsewhere in this code to have a fire -resistance rating shall have the designation "Heat Resistant Adhesive' or "HRA" included in its grade mark. R502.1.4 Prefabricated wood 1 -joists. Structural capacities and design provisions for prefabricated wood I -joists shall be established and monitored in accordance with ASTM D 5055. R502.4 Joists under bearing partitions. Joists under parallel bearing partitions shall be of adequate size to support the load. Doublejoists, sized to adequately support the load, that are separated to permit the installation of piping or vents shall be full depth solid blocked with lumber not less than 2 inches (51 mm) in nominal thickness spaced not more than 4 feet (1219 mm) on center. Bearing partitions perpendicular to joists shall not be offset from supporting girders, walls or partitions more than the joist depth unless such joists are of sufficient size to carry the additional load R502.8 Cutting, drilling and notching. Structural floor members shall not be cut, bored or notched in excess of the limitations specified in this section. See Figure R502.8. R502.8.1 Sawn lumber. Notches in solid lumber joists, rafters and beams shall not exceed one-sixth of the depth of the member, shall not be longer than one-third of the depth of the member and shall not be located in the middle one-third of the span. Notches at the ends of the member shall not exceed one-fourth the depth of the member. The tension side of members 4 inches (102 mm) or greater in nominal thickness shall not be notched except at the ends of the members. The diameter of holes bored or cut into members shall not exceedone-third the depth of the member. Holes shall not be closer than 2 inches (51 mm) to the top or bottom of the member, or to any other hole located in the member. Where the member is also notched, the hole shall not be closer than 2 inches (51 mm) to the notch. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue -laminated members or I joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are specifically considered in the design of the member by a registered design professional. Q°0x O -------- E oLU M" _LL— — — — — — — — o �ooma_ �._MSTC28 RimOOTO I BMQo$ HGA10 w/ SDS 1/4" 3" installed °Q�o� �o OQ�o�Qo �o 10Q5 1/4 7/8 V. LAM x each side Qf F– 5 114 x11 7/8 V.LAM QQ x11 to Beam Below TYPw/ (2) A35s Each Side of Beam+�w/ (2) A35s Each Side of Beam To Top Plate 6x12 DF#2 HDR Rim Joist To To Plate p WOOD FLOOR FRAMING R502.1 Identification. Load-bearing dimension lumber for joists, beams and girders shall be identified by a grade mark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOCPS 20. In lieu of a grade mark, a certificate of inspection issued by a lumber grading or inspection agency meeting the requirements of this section shall be accepted. Note: See Section R301.1.1.1 for limited -density ownerbuilt rural dwellings.R502.1.1 Preservative -treated lumber. Preservative treated dimension lumber shall also be identified as required by Section R317.2. R502.1.2 Blocking and subflooring. Blocking shall be a minimum of utility grade lumber. Subtlooring may be a minimum of utility grade lumber or No. 4 common grade boards. R502.1.3 End -jointed lumber. Approved end jointed lumber identified by a grade mark conforming to Section R502.1 may be used interchangeably with solid -sawn members of the same species and grade. End -jointed lumber used in an assembly required elsewhere in this code to have a fire -resistance rating shall have the designation "Heat Resistant Adhesive' or "HRA" included in its grade mark. R502.1.4 Prefabricated wood 1 -joists. Structural capacities and design provisions for prefabricated wood I -joists shall be established and monitored in accordance with ASTM D 5055. R502.4 Joists under bearing partitions. Joists under parallel bearing partitions shall be of adequate size to support the load. Doublejoists, sized to adequately support the load, that are separated to permit the installation of piping or vents shall be full depth solid blocked with lumber not less than 2 inches (51 mm) in nominal thickness spaced not more than 4 feet (1219 mm) on center. Bearing partitions perpendicular to joists shall not be offset from supporting girders, walls or partitions more than the joist depth unless such joists are of sufficient size to carry the additional load R502.8 Cutting, drilling and notching. Structural floor members shall not be cut, bored or notched in excess of the limitations specified in this section. See Figure R502.8. R502.8.1 Sawn lumber. Notches in solid lumber joists, rafters and beams shall not exceed one-sixth of the depth of the member, shall not be longer than one-third of the depth of the member and shall not be located in the middle one-third of the span. Notches at the ends of the member shall not exceed one-fourth the depth of the member. The tension side of members 4 inches (102 mm) or greater in nominal thickness shall not be notched except at the ends of the members. The diameter of holes bored or cut into members shall not exceedone-third the depth of the member. Holes shall not be closer than 2 inches (51 mm) to the top or bottom of the member, or to any other hole located in the member. Where the member is also notched, the hole shall not be closer than 2 inches (51 mm) to the notch. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue -laminated members or I joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are specifically considered in the design of the member by a registered design professional. ���wa loin1 — i LU c LL IN _1k0 0 Typical Detail Guard Rail Support Post Lid Second Floor Framing Plan,,,,,,,,. Solid Blocking 6x 2 DF BEA�OS ca e FLOOR FRAMING NOTES: 3/4" T&G APA rated plywood apply face grain perpendicular to framing, stagger and nail with 10d @ 6" O.C. edge and 12" O.C. field. Edge nail at boundaries, blocking and Shear-WalI Iocations. PERI'AIT #____._.BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED EOR CODE COMPLIANCE BY 1 16 Patches Drive Chico,CA 95928 Client Address: W Co co IZ— M O M a) O 0 > U CD�U Z co Job Site Location: C) o N o � o > Q C%4 Q �U o O CL U Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/21/15© Date:5/2/17 Plan Check Rev #: 00 Authorization By: € 359 . 6l3G1 17 r�n Sheet Title: Second Floor Framing Plan 11 Sheet Number: 11 11 www.LHdesignsHomes.com II O -------- E oLU M" _LL— — — — — — — — o �ooma_ ���wa loin1 — i LU c LL IN _1k0 0 Typical Detail Guard Rail Support Post Lid Second Floor Framing Plan,,,,,,,,. Solid Blocking 6x 2 DF BEA�OS ca e FLOOR FRAMING NOTES: 3/4" T&G APA rated plywood apply face grain perpendicular to framing, stagger and nail with 10d @ 6" O.C. edge and 12" O.C. field. Edge nail at boundaries, blocking and Shear-WalI Iocations. PERI'AIT #____._.BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED EOR CODE COMPLIANCE BY 1 16 Patches Drive Chico,CA 95928 Client Address: W Co co IZ— M O M a) O 0 > U CD�U Z co Job Site Location: C) o N o � o > Q C%4 Q �U o O CL U Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/21/15© Date:5/2/17 Plan Check Rev #: 00 Authorization By: € 359 . 6l3G1 17 r�n Sheet Title: Second Floor Framing Plan 11 Sheet Number: 11 11 www.LHdesignsHomes.com II A Garage Shear -Wall Plan Scale 1/4''=1''0" 2 ) - - T / / ^~ / --------------�-----_---------__-_ L=s -o^ / | ����^ o � v | "D / o 0 8. Built-up header, two pieces with 1/2" spacer 16d (31/2" x 0. 135") 16" o.c. along each edge 9. Continued header, two pieces 16d (31/2" x 0.135") 16" o.c. along each edge / / CN 411(6 DF5 ~� 13. Double top plates, face nail face nail in lapped area 8-16d (31/2" x 0.135") 15. Sole plate to joist or blocking at braced wall panels / post / / / / / 2-10d (3" x 0.128") 19. 1" brace to each stud and plate, face nail 2-8d (21/2" x 0.113") 2 staples 13/4" / 22. Wider than I" x 8" sheathing to each bearing, face nail 3-8d (21/2" x 0.113") 4 staples 13/4" / / O -------------- --------------------AB ------- 4 um 4 / / / / / ` / / / / / / / / u/ 19 73 00 11 Al . \ --------- ---------- ------------------------------- o1/4m17/8 V. LAM --------------------�-------- --- -'------ '--'''--- ' ------ °" || o^mm �|q `=�',�-- Col. I � �| � | ��. � �' ��n�p�os�o 8. Built-up header, two pieces with 1/2" spacer 16d (31/2" x 0. 135") 16" o.c. along each edge 9. Continued header, two pieces 16d (31/2" x 0.135") 16" o.c. along each edge 10. Continuous header to stud, toe nail CN 411(6 DF5 10d(3"x0.128") 2_4 u.c. 13. Double top plates, face nail face nail in lapped area 8-16d (31/2" x 0.135") 15. Sole plate to joist or blocking at braced wall panels 3-16d (31/2" x 0.135") 16 o. c. post 18. Top plates, laps at corners and intersections, face nail 2-10d (3" x 0.128") 19. 1" brace to each stud and plate, face nail 2-8d (21/2" x 0.113") 2 staples 13/4" 22. Wider than I" x 8" sheathing to each bearing, face nail 3-8d (21/2" x 0.113") 4 staples 13/4" IX 16 LL WM 2X4 STAIR WALL�S WITH u/ 19 73 00 11 Al . \ --------- ---------- ------------------------------- o1/4m17/8 V. LAM --------------------�-------- --- -'------ '--'''--- ' ------ °" || o^mm �|q `=�',�-- Col. I � �| � | ��. � �' ��n�p�os�o B AB CN ILL I CO --------------------------------- 6x12 DF#2 BEAM ILL AB------ ------ - ----------- -- 7 ost 61 6x12 DF#� BEAM - '-'-'-- '-'-'-'-'-'-' � 4X6 DF#1 51/4x11r0\(LAM o co 11 <1_J g ��O" \ 2013 California aU^f~rn^a R=s^dentUaU Code: e^ WALL CONSTRUCTION R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing partitions. End joints intop plates shall booffset at least 24inches (010mm).Joints in plates need not occur over studs. Plates shall be not less than 2 -inches (51 mm) nominal thickness and have awidth at least equal tnthe width mthe studs. nOOu.3.3Bearing studs. Where joists, trusses or rafters are spaced more than 16 inches (406 mm) on center and the bearing studs below are spaced 24 inches (610 mm) on center, such members shall bear within 5 inches (127 mm) of the studs beneath. m0O2.34Bottom (sole)plate. Studs shall have full bearing on a nominal 2 -by (51 mm) or larger plate or sill having a width at least equal to the width vvthe studs. R602.3.4.1 Rodent proofing. Annular spaces around pipes, electric cables, conduits or other openings in bottom/sole plates at exterior walls shall uoprotected against the passage ofrodents byclosing such openings inaccordance with the California Green Building Standards Code, Chapter 4.Division 4.4 n0Ou.onBraced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top story) shall have the framing members connected in accordance with one of the following: 1Fastening in accordance with Table R602.3(l) where: 1.1. The basic wind speed does not exceed 90 mph (4Um/s).the wind exposure category iao.the roof pitch iss:12orgreater, and the roof span is 32 feet (9754 mm) or less, or 1.2. The net uplift value at the top of a wall does not exceed 100 plf. The net uplift value shall be determined in accordance with Section R802.11 and shall be permitted touoreduced by00p|f(oOm/mm)for each full wall above. z Where the net uplift value ot the top vfawall exceeds 1oopn(14Vw/mm).installing approved uplift framing connectors tvprovide acontinuous load path from the top mthe wall tothe foundation ormupoint where the uplift force io1UUp|,(148wxnm)orless. The net uplift value shall uoao determined in Item 1.2 above. n vvan sheathing and fasteners designed in 000umanoo with accepted engineering practice turesist combined uplift and shear forces. nOO2.4Interior load-bearing walls. Interior load-bearing walls shall be constructed, framed and fireblocked as specified for exterior walls. Wall Framing Fasteners TABLE R602.3(l) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 8. Built-up header, two pieces with 1/2" spacer 16d (31/2" x 0. 135") 16" o.c. along each edge 9. Continued header, two pieces 16d (31/2" x 0.135") 16" o.c. along each edge 10. Continuous header to stud, toe nail CN 411(6 DF5 10d(3"x0.128") 2_4 u.c. 13. Double top plates, face nail face nail in lapped area 8-16d (31/2" x 0.135") 15. Sole plate to joist or blocking at braced wall panels 3-16d (31/2" x 0.135") 16 o. c. post 18. Top plates, laps at corners and intersections, face nail 2-10d (3" x 0.128") 19. 1" brace to each stud and plate, face nail 2-8d (21/2" x 0.113") 2 staples 13/4" 22. Wider than I" x 8" sheathing to each bearing, face nail 3-8d (21/2" x 0.113") 4 staples 13/4" LL 2X4 STAIR WALL�S WITH USE 2X12 DF#2 RPNNERS Lu ILL co B AB CN ILL I CO --------------------------------- 6x12 DF#2 BEAM ILL AB------ ------ - ----------- -- 7 ost 61 6x12 DF#� BEAM - '-'-'-- '-'-'-'-'-'-' � 4X6 DF#1 51/4x11r0\(LAM o co 11 <1_J g ��O" \ 2013 California aU^f~rn^a R=s^dentUaU Code: e^ WALL CONSTRUCTION R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing partitions. End joints intop plates shall booffset at least 24inches (010mm).Joints in plates need not occur over studs. Plates shall be not less than 2 -inches (51 mm) nominal thickness and have awidth at least equal tnthe width mthe studs. nOOu.3.3Bearing studs. Where joists, trusses or rafters are spaced more than 16 inches (406 mm) on center and the bearing studs below are spaced 24 inches (610 mm) on center, such members shall bear within 5 inches (127 mm) of the studs beneath. m0O2.34Bottom (sole)plate. Studs shall have full bearing on a nominal 2 -by (51 mm) or larger plate or sill having a width at least equal to the width vvthe studs. R602.3.4.1 Rodent proofing. Annular spaces around pipes, electric cables, conduits or other openings in bottom/sole plates at exterior walls shall uoprotected against the passage ofrodents byclosing such openings inaccordance with the California Green Building Standards Code, Chapter 4.Division 4.4 n0Ou.onBraced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top story) shall have the framing members connected in accordance with one of the following: 1Fastening in accordance with Table R602.3(l) where: 1.1. The basic wind speed does not exceed 90 mph (4Um/s).the wind exposure category iao.the roof pitch iss:12orgreater, and the roof span is 32 feet (9754 mm) or less, or 1.2. The net uplift value at the top of a wall does not exceed 100 plf. The net uplift value shall be determined in accordance with Section R802.11 and shall be permitted touoreduced by00p|f(oOm/mm)for each full wall above. z Where the net uplift value ot the top vfawall exceeds 1oopn(14Vw/mm).installing approved uplift framing connectors tvprovide acontinuous load path from the top mthe wall tothe foundation ormupoint where the uplift force io1UUp|,(148wxnm)orless. The net uplift value shall uoao determined in Item 1.2 above. n vvan sheathing and fasteners designed in 000umanoo with accepted engineering practice turesist combined uplift and shear forces. nOO2.4Interior load-bearing walls. Interior load-bearing walls shall be constructed, framed and fireblocked as specified for exterior walls. Wall Framing Fasteners TABLE R602.3(l) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 8. Built-up header, two pieces with 1/2" spacer 16d (31/2" x 0. 135") 16" o.c. along each edge 9. Continued header, two pieces 16d (31/2" x 0.135") 16" o.c. along each edge 10. Continuous header to stud, toe nail 4-8d (21/2" x 0.113") 11. Double studs, face nail 10d(3"x0.128") 2_4 u.c. 13. Double top plates, face nail face nail in lapped area 8-16d (31/2" x 0.135") 15. Sole plate to joist or blocking at braced wall panels 3-16d (31/2" x 0.135") 16 o. c. 18. Top plates, laps at corners and intersections, face nail 2-10d (3" x 0.128") 19. 1" brace to each stud and plate, face nail 2-8d (21/2" x 0.113") 2 staples 13/4" 22. Wider than I" x 8" sheathing to each bearing, face nail 3-8d (21/2" x 0.113") 4 staples 13/4" V _4 - ---- ----PIP - � �t 7777 ------------- No Hold Downs A A \ - - - -- � - - | ./�|� \ ------------------- - ----- � /^�<|(0 \ -st Floor Shear-Wall Plan Scale 1/4^~ 1-0^ WALL FRAMINGKey: Description:(N) 2x6 Wall(2) 2x6 Studs Ax Mark See Shear Wall Schedule S3.1 rbo 0 Mark See Hold Down Schedule S3.1 / BUTTE COUNTY DEVELOPMENT / REVIEWED FOR CODE COMPLIANCE - B I __F 53 16 Patches Drive Chico,CA 95928 Client Address: Co co co Job Site Location: CN CN ICT CS 0 Drafting By: JL Date: 2/1/17 Job Name: Neves Plan Check Job#: 1537 Date: 11/21/15 Date: 5/2/17 Plan Check Authorization By: 535 Sheet Title: First Floor Shear -Wall Plan Sheet Number: - - - -- � - - | ./�|� \ ------------------- - ----- � /^�<|(0 \ -st Floor Shear-Wall Plan Scale 1/4^~ 1-0^ WALL FRAMINGKey: Description:(N) 2x6 Wall(2) 2x6 Studs Ax Mark See Shear Wall Schedule S3.1 rbo 0 Mark See Hold Down Schedule S3.1 / BUTTE COUNTY DEVELOPMENT / REVIEWED FOR CODE COMPLIANCE - B I __F 53 16 Patches Drive Chico,CA 95928 Client Address: Co co co Job Site Location: CN CN ICT CS 0 Drafting By: JL Date: 2/1/17 Job Name: Neves Plan Check Job#: 1537 Date: 11/21/15 Date: 5/2/17 Plan Check Authorization By: 535 Sheet Title: First Floor Shear -Wall Plan Sheet Number: M M (D 0 0:00 MMC: < z Qffi� * CM, M < OOM i b 70K — M 03 M (D < M (N 0 M C/) LHDesignsHomes.com w�� 6 ---------------- E No Hold Downs L=10'-6" W to 02 2-p 0* z z 0— * M,-10 M i 8 9 000CAO MOM M (A (no C6 --i --A 'I z 110) 0 zo ;O;Q 0 r n Mita MM 'on M Z 0 ;6 OM m> ' -P. 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N CD En U) 9 347 Weymouth Way CD :3 Guynn Ave. > -n — -00 CD 0 -00 3 Chico, CA 95926 0 Chico, CA 95973 0- CID 0 T 0 :3 CD CD 0 0 CD(D 0 0 —4 El CO 1 rn 0 _ U) c W 0 _ J _ _ - - - __ _ L Storage Area Storage Area �o r - - - - - - - - - - - ---- - - - -- - - - - - ----------------- RpOt system W E v♦ , 6j 1 NQi k�w DSC2TRUSS I ti lri 7 or es First o° a 47 811 CO i� •�. �. O 00 O C0 T 16 1 ° QJa 7 N �._.... ®. I OL 0 0. C V �' N o� Lp O- I .. ; d m o 0 OGN 2 0„ p I I I n/' Ntp Fey I Q I iT Qi0 (gy Otheses rs _ ® 51/4X14VLAM 5 114 X 44 V. LAM !— .I� Vaulted I I� N I Framing �, 11 Plan Scale 1/4"=1-0" �o 1 101 I- d Id 10 IU 1� I 1' RpOt system W E v♦ , 0 U k�w DSC2TRUSS I ti 0 N or es First o° a 47 811 5:12 5:12 TO TOP PL I C0 T 16 1 � R EnoineereBYoihersi G. l I �\.cG I �\Q m o N Job #: 1537 Date: 11/21/15 Date: 5/2/17 © Plan Check 2 0„ p I I I _ q °� A(P I I I IQ (gy Otheses rs _ I Sheet Title: 1 �' y. N 3 11 S6.0 Details °r Root system First FloineevedTrus$ S En Otherrs @ F01 N2 -- S a -- - - - - - -------- - - - - -- - - - - -- - ----- - - - - Storage Area Storage Area Aeond 2c0 .x I� (E LOJ > OF co, y ti a �F�o° F\Q`e�o OG g� o ; �° o w dJN 5:12 Oil LO N 1 5:12 5:12 , �\Q N r ti• O CV .q m �r. LO . 2'-0" N V Coffered Ceiling 6x12 DF#2 BM ° Root System R n � o ' First Floor sses I °- — Pre, EnginEered Tru @2,0..OG'(i3yothers):. e Roof Framing �, 11 Plan Scale 1/4"=1-0" �o 1 101 I- d Id 10 IU 1� ,t N 15 � �, yr S6.0 CD CD N N 3 / I ar E1 ll U'flddl1Gara 5:12 1 �- �I 01 A U1 ;-1 1' W E v♦ , 0 U k�w DSC2TRUSS 5:12 0 N Job Site Location: o° a 47 811 5:12 TO TOP PL I C0 T 16 1 � R � i-- -- I VCofferedCeiliing-- - �\.cG Firs t Fl Pr °prRoot'S Sy �\Q m o N Job #: 1537 Date: 11/21/15 Date: 5/2/17 © Plan Check Rev #: 00 @ 2' pn ine end Tr O, C. _ q °� A(P cr.5 f r"7 (gy Otheses rs _ Sheet Title: �' y. N 3 11 S6.0 Details °r Root system First FloineevedTrus$ S En Otherrs @ F01 `tee tied` 'i5� S 00 t O e N Aeond 2c0 O 5:12 a �F�o° F\Q`e�o OG \v W A sf v I v ce 't' ,��� - 4 ^ O` 5:12 'J: 12 Or�e°°Roo4ssys� `\\. �{.1 �C5 TRUSS / `o� `oa�� �•cro N co TO TOP PL Qo O °'� ��J Qc 4' eCY SYs N 13�e ses I O �o Qi ry�k�°o LO ��°�.e�e Ss j V Coffered Ceiling a . r (3) 2x6 @ D03 A 2x8 DF#1 Rafters 2x6 Ledger w/ SDS 25312 (2) Per Stud y. oN �o Iri 77 °,.. �. .-51/4X117/8V. LAM --- 14 ;6.0 PERMIT #. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ;CEDE COMPLIANCE SATE_ _ - By 'X Roof Framing Plan o? o I d .0- W) O s� o °1 A P �o , T� LO r/! y W E v♦ , 0 U k�w 5:12 5:12 0 N Job Site Location: o° a 47 811 5:12 O � C0 T 16 1 o R O ps ( .0 �\.cG a U Project Information: m o Job Name: Neves Plan Check Job #: 1537 Date: 11/21/15 Date: 5/2/17 © Plan Check Rev #: 00 Authorization By: _ q °� A(P cr.5 f r"7 s? 17 NN Sheet Title: �' y. N 3 11 S6.0 Details °r Root system First FloineevedTrus$ S En Otherrs Pre (BY @2 -0 A 2x8 DF#1 Rafters 2x6 Ledger w/ SDS 25312 (2) Per Stud y. oN �o Iri 77 °,.. �. .-51/4X117/8V. LAM --- 14 ;6.0 PERMIT #. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ;CEDE COMPLIANCE SATE_ _ - By 'X Roof Framing Plan o? o I d .0- W) O s� o DRAG TRUSS NAIL ROOF SHTG. TO © DRAG TRUSS w/ < 8d @ 6" O.C. OVER FULL LENGTH OF TRUSS Scale 1/4" = 1'-0" ROOF FRAMING NOTES: 1) Roof sheathing to be unblocked 15/32" structural plywood or OSB w/ a radiant barrier. Nailing to be 7d vinyl coated sinkers at 12" field and 6" edges. 2) Use appearance grade roof sheathing at all over hangs type. 3) Headers in bearing walls to be 4x12 DF#1. Headers 4' or less in length to have one trimmer and headers longer then 4' with a max length of 8'-0" are to have two trimmers unless otherwise noted. 4) Nails at structural panels edges shall have 3/8" edge distance and nail heads shall be driven flush but not penetrate the face of the panel. 5) No cuts or notches shall be made in the outer edges of the middle 1/3 of beams, rafters, or joists. 6) Recommend to field verify layout prior to ordering Pre Engineered Trusses. (Per Contractor). 7) See ElevationSheets A2.0 and A2.1 for Out Rigger Locations and details. 8) All Facia (Per Contractor). 9) All Flashing Per Roof Manufacturers Recomendations. A II 16 Patches Drive Chico,CA 95928JI Client Address: °1 A P �o , T� LO W E v♦ , ^ 0 a) O 0 U 5:12 5:12 DRAG TRUSS NAIL ROOF SHTG. TO © DRAG TRUSS w/ < 8d @ 6" O.C. OVER FULL LENGTH OF TRUSS Scale 1/4" = 1'-0" ROOF FRAMING NOTES: 1) Roof sheathing to be unblocked 15/32" structural plywood or OSB w/ a radiant barrier. Nailing to be 7d vinyl coated sinkers at 12" field and 6" edges. 2) Use appearance grade roof sheathing at all over hangs type. 3) Headers in bearing walls to be 4x12 DF#1. Headers 4' or less in length to have one trimmer and headers longer then 4' with a max length of 8'-0" are to have two trimmers unless otherwise noted. 4) Nails at structural panels edges shall have 3/8" edge distance and nail heads shall be driven flush but not penetrate the face of the panel. 5) No cuts or notches shall be made in the outer edges of the middle 1/3 of beams, rafters, or joists. 6) Recommend to field verify layout prior to ordering Pre Engineered Trusses. (Per Contractor). 7) See ElevationSheets A2.0 and A2.1 for Out Rigger Locations and details. 8) All Facia (Per Contractor). 9) All Flashing Per Roof Manufacturers Recomendations. A II 16 Patches Drive Chico,CA 95928JI Client Address: W t' J r T� LO W E v♦ , ^ 0 a) O 0 U �U Job Site Location: CD O IN O � r � VJ 1 04 O C �U R O O ( .0 a U Project Information: Drafting By: JL Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/21/15 Date: 5/2/17 © Plan Check Rev #: 00 Authorization By: cr.5 f r"7 s? 17 Sheet Title: Framing Details Sheet Number: U) O F_ O U) C: O D SHEAR -WALL PER.PLAN— 2X STUD @ 16" O.C. w! 2x P.T. Sill and DBL 2x T.P. CONCRETE —SLAB PER. FNDN PLAN AB PER. SHEAR - WALL SCHEDULE w/ PLATE WASHER 3'X 3" x .229'TYP PAVEMENT & SUBGRADE BY OTHERS 8"`MIN.' NAT. SOIL t Z #4 (1)T & (1)B 3" CLR. MIN. 15" MIN. EXTERIOR GARAGE FOOTING (4) NO SCALE NOTES: 1) SLOPE NATIVE OR FILL WITH A MIN. SLOPE OF 5% FOR THE FIRST 10' FROM EDGE OF FOUNDATION 2) WHERESTEM WALL IS ATA HEIGHT GREATER THEN 2'-6" WITH A MAX. HEIGHT OF 4'-0" USE #4 AT 12" O.C. VERT. AND #4 AT 12" O.C. HOR. CONCRETE SLAB PER. FNDN PLAN GARAGE SLAB TO DRIVEWAY (3) NO SCALE FOOTING SCHEDULE MARK WIDTH LENGTH MINIMUM THICKNESS MINIMUM STEEL REQUIRED r Simpson Clips T� & DEPTH #4 REBAR EVENLY SPACED F1 16" 16" 18" 3- EA. WAY 3" CLR F2 20" 20" 181' 3- EA. WAY 3" CLR F3 24" 24" 18" 3- EA. WAY 3" CLR F4 28" 28" 18" 4- EA. WAY 3" CLR F5 32" 32" 18" 4- EA. WAY 3" CLR F6 36" 36" 18" 4- EA. WAY 3" CLR F7 40" 40" 18" 5- EA. WAY 3" CLR F8 44" 44" 18" 5- EA. WAY 3" CLR F9 48" 48" 18" 8- EA. WAY 3" CLR F00 52" 52" 181" 9- EA. WAY 3" CLR F11 56" 56" 18" 10- EA. WAY 3" CLR F12 60" 60" 18" 10- EA. WAY 3" CLR NOTES: 1. REINFORCED TO BE 3" CLEAR FROM BOTTOM 2. 12" MINIMUM INTO UNDISTURBED SOIL OR ENGINEERED FILL - '� • .1 ff I N � 3 � f � iy sS C iN le � iyriy n 4i r REINFORCE WITH¢ #4 @ 6" O.C. E.W. 3" CLR. OC 3" CLR. TYP. FOOTING SPREAD (2) 1/2"/X .J -BOLT SHEAR -WALL PER.PLAN -- JLAb FtK. FNDN PLAN TYPICAL ANCHOR BOLT (1) NOTES: NO SCALE 1) PROVIDE (2) BOLTS MIN. PER PIECE OF SILL PLATE, 2) USE SAME METHOD FOR INTERIOR LOCATIONS WHERE A.B. ARE REQUIRED �R- JLE CHER YP IL 16 Patches Drive Chico,CA 95928 JI il Client Address: 11 W � Co M DBL 2x T.P. WALL SCHEDULE co J r Simpson Clips T� FNDN PLAN 4-5 TO VJ O Q EU d`? O U ^/ W U Z d- M II Job Site Location: II CONCRETE / DBL 2x T.P. WALL SCHEDULE f Simpson Clips FNDN PLAN Per Shear -Wall •( Schedule 4" SLAB 2X STUD Z AB PER. BRACE- 61 MIN. NAT. SOIL 0 O 0 N WALL SCHEDULE r O •, 4" SLAB #3 ELLS w/ y imp z_ z C? W ,�^ �1J z 24" LEG'S @ 32" O.C. • a a O ` � • 00 J Q O O v, �. - ..g NAT. SOIL N ' Z NAT. SOIL #4 1 T& 1 B O O V .. X CLR. MIN. NAT. SOIL 00 O #4(1)T&(1)B 12" MIN X CLR. MIN. ATABW 12' MIN. r n (D O LOCATIONS ' CJ TYP. EXTERIOR FOOTING(5) Q U 12" MIN. NOTES: NO SCALE 1) SLOPE NATIVE OR FILL WITH A MIN. SLOPE OF 5% FOR THE FIRST 10' FROM EDGE OF FOUNDATION INTERIORFOOTING SLAB (6) 2) WHERE STEM WALL IS AT A HEIGHT GREATER THEN 2'-6" WITH A MAX. HEIGHT 01`4'-O" USE #4AT 12"O.C.VERT. AND #4AT12"O.CHOR. 3) 12" X 12" FOOTING REQUIRED ATAB SHEARPANEL LOCATIONS w/ (2) #4 BARS TOP AND BOTTOM. NO SCALE of SEE S2.0 FOR AB SHEAR -PANEL LOCATIONS. E. N. Dednf ret Plan Beam At Truss 2ND FLOOR WALL TO BEAM DETAIL (10) NO SCALE Rim joist per. plan FLOOR FRAMING DETAIL (9) NO SCALE SHEAR -WALL PER.PLAN - E.N. PER PLAN 2X PT SILL PLATE 2X STUD PLYAND FLOOR DIAPHRAGM � PER PLAN A" EXTERIOR 2ND FLOOR FRAMING (8) NO SCALE TYP. TRIM BEAM OR RIM BOARD PER PLAT JOIST HANGER SEE PLAN RAILING AT OPEN WALKWAY (7) SCALE: N.T.S. 'VICES Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/21/15 A Date: 5/2/17 Plan Check Rev #: 00 Authorization By: Sheet Title: Foundation & Floor Framing Details SILL NAIL f Simpson Clips Per Shear -Wall Schedule 2X STUD A" EXTERIOR 2ND FLOOR FRAMING (8) NO SCALE TYP. TRIM BEAM OR RIM BOARD PER PLAT JOIST HANGER SEE PLAN RAILING AT OPEN WALKWAY (7) SCALE: N.T.S. 'VICES Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/21/15 A Date: 5/2/17 Plan Check Rev #: 00 Authorization By: Sheet Title: Foundation & Floor Framing Details N O 2 rn C D n • a) O N C O J ------------ --- ---- 2x8 Rafters DF#1 At 24" O.C. with (3) 16d Nails T. N. into 2x sleeper 2x6 Sleeper at PLYAND ROOF Valley with (2) DIAPHRAM PER. 16d Nails into PLAN each Truss Top Chord. PLYANDROOF \ DIAPHRAM PER. PLAN Pre Engineered Over Framing at Valles Trusses @ 24" O.C. OVER FRAMING DETAIL (14) SCALE: N.T.S. Notes: 1. See Cut and Stacked Roof Framing Notes this Sheet for more info. 2. Over framing areas to be framed over truss roof sheating per plan. 8d @ 16" o/c 2X BLK'G, FASTEN W/ 12d @ 6" o/c TO BLK'G BEHIND -ROOF SHEATHING JOIST PER PLAN WALL SHEATHING EN TRUSS A THA29 or THA218-2 @ DBL. TRUSSES S-WaClip Per Schedde �� RIM PER PLAN TRUSS HUN__ G ON WALL (15) SCALE: N.T.S. PLYAND ROOF DIAPHRAM — PER. PLAN 0 0O V s SI MPS Per Sh Schede DBL T. P. E.N. PER. PLAN PRE-ENGINEERED SHEAR -WALL LOCATED UNDER DRAG TRUSS DRAG TRUSS TO TOP PLATE (13) SCALE: N.T.S. DBL Top Plate DBL Top Plate 2x Stud @ 16" O.\ Beam _ Per Plan 2x Stud @ 16" O.C. Support Post Per Plan 2x Stud Sister To Support Post w/ (2) 16d Nails Top and Botom & Stagger 16d nails at 1' O.C. BEAM LET IN DETAIL (16) SCALE: N.T.S. E.N. PER. PLAN SOLID BLOCK EACH BAY �\ Beam _ Per Plan PLYAND ROOF DIAPHRAM PER. PLAN Simpson Clips Per Shear -Wall Schedule 2x Rafter Per Plan Rafters Per Plan w/ (3) 16d nails T. N, into Top Plate RAFTER TO BEAM DETAIL (12) Sim p. w/ 1/4" x SDS S 2"x8"DFA Blkng Min. or Joist SCALE: N.T.S. SOLID BLOCK EACH BAY 2x DBL TOP PLATE PLYAND ROOF DIAPHRAM PER. PLAN E.N. PER. PLAN 2x STUD AT 16" O.C. PRE-ENGINEERED TRUSS w/ SIMP. H1 INSTALLED AT EACH TRUSS (SIM FOR VAULTED TRUSS TO TOP PLATE) TYPICAL TRUSS SAVE DETAIL (11 DBL Top Plates or Beam Per Plan B Guard Rail Support Post To Rim Detail(17) NO SCALE SCALE: N.T.S. a)ERMIT #_ BUTTE. COUNTY DEVELOPMENT SERVICES REVIEWED FOR GOD ,-OMPLIA ICE 16 Patches Drive Chico,CA 95928 Client Address: W v (U M IUD VJ W O U W q*U M Job Site Location: O O r Q� N CQ ® �U NIq O C V • V Project Information: Drafting By: JL Date: 2/1/17 Job Name: Neves Plan Check " Job #: 1537 Date: 11/21/15 A Date: 5/2/17 Plan Check Rev #: 00 Authorization By: _ 5335 sx- P. 6l J< <017 Sheet Title: / Framing Details Al PATIO AREA OPEN AIR /— Gas Piping METALLIC OR Patio Cocrete Slab PLASTIC CONDUIT Per Plan � I I I I . •. _ 7777 -I I I. I I I' I J I -- — — --�/ METALLIC OR �- PLASTIC CONDUIT 2x Stud Wall Per Plan - Gas Piping METALLIC OR PLASTIC CONDUIT Patio Stem Wall Per Plan Footing Per Plan GAS LINE UNDER PATIO SLAB DETAIL .E 'nI �N � — LJ ❑ N.T.S. FAM Whol douse I I r --- ...--- =; . Gas Line - -------------- .: - -- - Gas I I Gas 1 Valve Valve I I la) ,' IC ' IJ IN co I0 SCP x 1 1 55�fJ�e 0 i Gas Valve .' ' --.i.... - - -¢ - -- i I I Gas i Valve i In Slab i Hose Bib Q II .1_ CJI, I JL - MECHANICAL CONSTRUCTION NOTES 1. GAS LINE SIZING ON CONNNECTIONS (BY OTHERS). PRIOR TO GAS PIPE INSTALLATION. 2. FIRE SPRINKLERS TO BE REVIEWED AND APPROVED UNDERA SEPARATE PERMIT (BY OTHERS). 3. SEE MANUFACTURERS SPECIFICATIONS AND INSTALLATION REQUIREMENTS FOR THE FOLLOWING, STONE VENEER PER ELEVATIONS, GAS FIRE PLACES, FURNACES, AND WATER HEATERS PER OWNER/CONTRACT CHOICE. (BY OTHERS). 4. SEE T-24 REPORT FOR ALL MECHANICAL EQUIPMENT REQUIREMENTS AND SPECIFICATIONS. L--- t] � - ....._ "7' ....................... - .... : ---- .._.....................uas Line I.:::i-::,.z:: �..: :.i I --- --- t. x •, ......... ..............................- L........,.............,— _ __._.... Defuser 1 -------------------------- ------------- I L: t (First Floor) Mechanical Layout Plan Scale 1/4"= Notes: 1) Provide enough room under service platform for furnace unit to accommodate installation of R-38 insulation. see truss design) 2) All ducted r -values per T-24. 3) A/C and furnace per T-24. 4) Minimum required clearances (Not less than 30" in depth, width, and height) for the attic mounted furnace or air handler within the manufactured truss system. 2013 CMC Sections 305 and 904. 5) See Mechanical and Plumbing Note this sheet for more information and requirements. 6) A 4" Drain is required for buildings providing more that three water closets per 2013 CPC Table 703.2 footnote 4. PERMIT" # _ — BU'1TE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY 77, 7 16 Patches Drive Chico,CA 95926 Client Address: W V M T� �TJ ■s � V/ O Q p!� U Vi 0 O � ti � Z �U `' Job Site Location: CD CD CV CD o >Lo r CD C Q O � U CD o Q Q U Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/14/16 8 Date: 5/1/17 Plan Check 2 Rev #: 00 Authorization By: Signature only by Jason Liebgott ALL ID AS, D SIGNS AND PLANS REPRESENTED BY THIS D WI ARE THE EXCLUSIVE PROPERTY OF LH DESIGN D SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: 1st Floor Mechanical Layout Plan rn O E O _ U) C a� O 2 J ti O O E O 2 rn C .N O 0 2 J 2013 California Mech. Code: Heatinq and Air: 509.4.1 Attic Access. An attic in which an appliance is installed shall be accessible through an opening and passageway notless than as large as the largest component of the appliance, and not less than 22 inches by 30 inches. [NFPA 54:9.5.1] 509.4.2. Where the height of the passageway is less than 6 feet the distance from the passageway access to the appliance shall not exceed 20 feet measured along the centerline of the passageway. [NFPA 54:9.5.1.1] 509.4.3. The passageway shall be unobstructed and shall have solid flooring not less than 24 inches wide from the entrance opening to the appliance. [NFPA 54:9.5.1.2] 509.4.4 Work Platform. A level working platform not less than 30 inches by 30 inches shall be provided in front of the service side of the appliance. [NFPA 54:9.5.2] 509.4.5 Lighting and Convenience Outlet. A permanent 120 -volt receptacle outlet and a lighting fixture shall be installed near the appliance. The switch controlling the lighting fixture shall be located at the entrance to the passageway. [NFPA 54:9.5.3] 510.6.2 Gas Vents. A gas vent shall terminate in accordance with one of the following. 1) Above the roof surface with a listed cap or listed roof assembly. Gas vents 12 inches (300 mm) in size or smaller with listed caps shall be permitted to be terminated in accordance with Figure 5-2, provided they are at least 8 feet (2.4 m) from a vertical wall or similar obstruction. All other gas vents shall terminate not less than 2 feet (0.6 m) above the highest point where they pass through the roof and at least 2 feet (0.6 m) higher than any portion of a building within 10 feet (3.1 m). R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. The rough -framed opening shall not be less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily accessible location. When located in a wall, the opening shall be a minimum of 22 inches wide by 30 inches high. When the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing members. See the Califomia Mechanical Code for access requirements where mechanical equipment is located in attics. 905.1 Clearance. The installation of clothes dryers shall comply with the following requirements: (A) Listed Type1 clothesodryers shall be installed with a minimum clearance of six (6) inches (150mm) from adjacent combustible material. Clothes dryers listed for installation at reduced clearances shall be installed in accordance with their listing. Type1 clothes dryers installed in closets shall be specifically list installation. (B) Listed Type2 clothes dryers shall be installed with clearances of not less than that shown on the marking plate and in the manufacturers instructions. Type2 clothes dryers,designed and marked, "For use only in non combustible locations, "shall not be installed else where. (C) Unlisted clothes dryers shall be installed with clearances to combustible material of not less than eighteen (18) inches (460mm). Combustible floors under unlisted clothes dryers shall be protected in anapproved manner. Water Heaters: 508.2 Protection from Seismic Damage. In seismic design categories C, D, E, and F water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping points shall be at points within the upper one-third (1/3) and lower one-third (1/3) of its vertical dimensions. At the lower point, a minimum distance of 4 inches (102 mm) shall be maintained above the controls with the strapping. 508.14 Installation in Residential Garages: 1 Gas utilization equipment in residential garages and in adjacent spaces thatopen e 9 9 J P n to the ora and are not art of the living P garage P 9 space of a dwelling unit shall be installed so that all burners and burner -ignition devices are located not less than 18 inches (450 mm) above the floor unless listed as flammable vapor ignition resistant. [NFPA 54:9.1.10.1]. 2) Such equipment shall be located or protected so it is not subject to physical damage by a moving vehicle. 604.14 Water Heater Connectors: Flexible metallic water -heater connectors or reinforced flexible water heater connectors connecting water heating to the piping system shall be in compliance with the appropriate standards listed in Table 14-1. 904.6 Steam Safety and Pressure -Relief Valves. Steam and hot water boilers shall be equipped, respectively, with listed or approved steam safety or pressure -relief valves of appropriate discharge capacity and conforming with ASME requirements. A shut off valve shall not be placed between the relief valve and the boiler or on discharge pipes between such valves and the atmosphere. (1) Relief valves shall be piped to discharge near the floor. (2) The entire discharge piping shall be at least the same size as the relief valve discharge piping. (3) Discharge piping shall not contain a threaded end connection at its termination point 510.6.2.1 AType B or a Type L gas vent shall terminate at least five (5) feet (1.5 m) in vertical height above the highest connected appliance draft hood or flue collar. [NFPA 54:12.7.2(2) (3 inches diameter double wall flue vent with a minimum vertical length of 5 feet.) 1 2013 California Plumb. Code: Plumbina Fixture Notes: 401.1 Quality of Fixtures Plumbing structures shall be constructed of dense, durable, non-absorbent materials, and shall have smooth, impervious surfaces, free from unnecessary concealed fouling surfaces. Except as permitted elsewhere in this code, all fixtures shall conform in quality and design to nationally recognized applicable standards included in Table 14-1. 402.1.1 Shower Heads [HCD 1 & HCD 2] Showers heads shall be designed and installed so that they will not exceed a water supply flow rate of 2.5 gallons (9.4 liters) per minute measured at 80 psi. 402.1.2 Faucets [HCD 1 & HCD 2] Faucets at kitchens, lavatories, wetbars, laundry sinks or other similar use fixtures shall be designed and manufactured so that they will not exceed a water supply flow rate of 2.2 gallons (8.3 liters) per minute measured at 60 psi. General Plumbina notes 603.2.3 Hose Connection Backflow Preventer. A hose connection backflow preventer consists of two independent check valves with an independent atmospheric vent between and a means of field testing and draining. 605.1 Valves. Valves up to and including two (2) inches (51 mm) in size shall be brass or other approved material. Sizes over two (2) inches (51 mm) may have cast-iron or brass bodies. Each gate or ball valve shall be a fullway type with working parts of noncorrosive material. 606.2.1 Copper Water Tube. Joints in copper tubing shall be made by the appropriate use of approved fittings properly soldered or brazed together as provided in Section 316.1.3 or 316.1.7 or by means of approved flared or compression fittings in 606.1.1 or 316.1.5. Solder and soldering flux shall conform to the requirements of Section 316.1.3. Mechanically formed tee fittings shall be made by brazing only and shall conform to the requirements of Section 316.1.7. 610.8 Size of Meter and Building Supply Pipe. Using Table 6-6. The size of the meter and the building supply pipe shall be determined as follows: 1) Determine the available pressure at the water meter or other source of supply. 2) Subtract one-half (1 /2) pound per square inch pressure (3.4 kPa) for each foot (305 mm) of difference in elevation between such source of supply and the highest water supply outlet in the building or on the premises. 3) Use the "pressure range" group within which this pressure will fall using Table 6-6. 4) Select the "length" column that is equal to or longer than the required length. 5) Follow down the column to a fixture unit value equal to or greater than the total number of fixture units required by the installation. 6) Having located the proper fixture unit value for the required length, sizes of meter and building supply pipe as found in the two left-hand columns shall be applied. No building supply pipe shall be less than three quarter (3/4) inch (20mm) in diameter. Gas Plumbing notes: 1209.6.1 Capacity. Gas meters shall be selected for the maximum expected pressure and permissible pressure drop. F A) Gas meters shall be located in ventilated spaces readily accessible for examination, reading, replacement, or necessary maintenance. [NFPA54:5.7.2.1]. B) Gas meters shall not be placed where they will be subjected to damage, such as adjacent to a driveway; under a firescape, in public passages, halls, or coal bins; orwhere they will be subject to excessive corrosion or vibration. C) Gas meters shall be located at least 3 feet (0.9 m) from sources of ignition. D) Gas meters shall not be located where they will be subjected to extreme temperatures or sudden extreme changes in temperature. Meters shall not be located in areas where they are subjected to temperatures beyond those recommended by the manufacturer. 1209.6.3 Supports. Gas meters shall be supported or connected to rigid piping so as not to exert a strain on the meters. Where flexible connectors are used to connect a gas meter to downstream piping at mobile homes in mobile home parks, the meter shall be supported by a post or bracket placed in a firm footing or by other means providing equivalent support. 1209.6.4 Meter Protection. Meters shall be protected against overpressure, back pressure, and vacuum where such conditions are anticipated. 1216.3 Required Gas Supply. Where the gas appliances to be installed have not been definitely specified, Table 12-1 may be used as a reference to estimate requirements of typical appliances. To obtain the cubic feet per hour (L/sec.) of gas required divide input of appliances by the average Btu (Watt-hour) heating value per cubic foot (L) of the gas. The average Btu (Watt-hour) per cubic foot (L) of the gas in the area of the installation may be obtained from the serving gas supplier ----1.....1.---------- ............. I I I I � L - - - i - L -- i -JL V 1L1 MECHANICAL CONSTRUCTION NOTES 1. GAS LINE SIZING ON CONNNECTIONS (BY OTHERS). PRIOR TO GAS PIPE INSTALLATION. 2. FIRE SPRINKLERS TO BE REVIEWED AND APPROVED UNDERA SEPARATE PERMIT (BY OTHERS). 3. SEE MANUFACTURERS SPECIFICATIONS AND INSTALLATION REQUIREMENTS FOR THE FOLLOWING, STONE VENEER PER ELEVATIONS, GAS FIRE PLACES, FURNACES, AND WATER HEATERS PER OWNER/CONTRACT CHOICE. (BY OTHERS), 4. SEE T-24 REPORT FOR ALL MECHANICAL EQUIPMENT REQUIREMENTS AND SPECIFICATIONS. Attic Mini Split Access Below ---------------- -r----- -r ------------------ ----------- - - ---------------- - - - - --- -------------------i-- - - - -=� 'µ- -----w: �---- - �:w-- -+�'w- Down - - _ G s _ Cine V ` .------ ------------- r-- _ -= T. . 4,7 . I Defuser jl: • - -- •.-- Hose Bib as �,n� h► ,, ` - Gas Down `rValve n - - - -- I 1 I u! ® I ¢ Q I I House Fan: Defuser Defuser 17 Defuser (Second Floor) Mechanical Layout Plan Scale 1/4"=1'-0" Notes: 1) Provide enough room under service platform for furnace unit to accommodate installation of R-38 insulation. see truss design) 2) All ducted r -values per T-24. 3) A/C and furnace per T-24. 4) Minimum required clearances (Not less than 30" in depth, width, and height) for the attic mounted furnace or air handler within the manufactured truss system. 2013 CMC Sections 305 and 904. 5) The passageway shall have a solid floor not less than 24" wide from the attic access opening to the appliance (2010 CMC Section 904.11.3). The distance to the attic furnace shall not exceed 20' from the attic access opening if the clearance height is less than 6' in height. (2013 CMC Section 904.11.2). 6) See Mechanical and Plumbing Note this sheet for more information and requirements. 7) A 4" Drain is required for buildings providing more that three water closets per 2013 CPC Table 703.2 footnote 4. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ';ODE COMPLIANCE DATE ( % %7 BY , - Q w ttlg P nsG baf#ing, a tgnu�tm X530) 89� • Patches Drive Chico,CA95926 Client Address: W Co co r 0 O Q EU O CD 0 �' U Z M Job Site Location: CD N CD •0) LO O > T VJ O Q N c- Q Iq 0 O Q a U Project Information: Drafting By: JL 0 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/14/16 ® Date: 5/1/17Plan Check 2 Rev #: 00 Authorization By: Signature only by: Jason Liebgott ALL I ASiG SIGNS AND PLANS REPRESENTED BY THIS D ARETHE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED, Sheet Title: 2nd Floor Mechanical Layout Plan 11 Sheet Number: 11 11 www.LHdesignsHomes.com --J 0) O 2 U) C LM U) O 117 J O O 2 to C LM a) 0 J 2013 California Electrical Code Notes: Residential Lighting Measures: 1) Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than20 kHz. 2) Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §I50(k). o , 3) All switching devices and controls shall meet the requirements of §150(k)7. 4) A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall b high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 f:2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled . 5) Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential building with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building EXCEPTION 1) Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on. EXCEPTION 2) Outdoorluminaires used to comply with Exceptionl to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3) Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. 6) Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). 7) Fixtures, lamp holders and receptacles outlets shall be securely supportd. A fixture that weighs more than 6 pounds or exceeds 16 inches in any dimension shall not be supported by the screw shell of a lamp holder per 2010 CEC Art. 410.30 (a). Outlet boxes shall not be used as the sole support for ceiling (paddle) fans per 2010 CEC Art. 314.27 (A) & (D). Residential Electrical Outlet Measures: 1) Branch circuits installed to supply generally illumination and receptacle outlets in dwelling units, the following minimum requirements apply: • Two 20 -amp circuits for the kitchen receptacles • One 20 -amp circuit for the laundry receptacles • One 20 -amp circuit for the bathroom receptacles • One separate, individual branch circuit for central heating equipment 2) Receptacles installed in the kitchen to serve countertop surfaces shall be supplied by not less than two separate 20 amp small appliance branch circuits. 3) All conductors of the same circuit, including grounding and bonding conductors, shall be contained in the same raceway, cable, or trench. See Sheet E2.0 For Further Electrical Notes c 400AMP � MAIN PANEL (By Others) W/ a breaker Distribution Center 0 n GFI &3 \ GFI WP Intersy�System Termin I � � I \� O0 Cn Oco (� ll )J---------- r I �1 I I I I I I I I I I I I I I F I F I I I ' I I ' I I ' I I ' I I I T V � � I 0 I I 0 O 1o I I I I I I I I I I F ii F / i F II I I I I I I I GFI WP \ \l I 0 Place In I Slab under Metal Round Cover r---------- ----- ---- ------------------- MF -- -iF F O f HMRI I I GFI WPI Pt Tap of Wall l7 D 3 3 ! / t ` } r— — — — — — — — — — — — — — — — — — — — — —�— I r I � I I I F= _ F= I / I •' I I `� I / I L _____ , I ' I C I I /// ♦` I J r DI I I t ( Kitchen Lighting Worksheet Schedule Luminaire Type High Efficacy Watts x Quantity = High Efficacy Wafts or Other Watts (6) Flour. Can Lights Yes 40w x 6 240w (3) Pend. Halogen Light No 20w x 3 80w Total: (A) 240w (B) 80w COMPLIES IFA> B x❑ Yes ONo At least 50% of the total rated wattage of permanently installed luminaires in the kitchen must be in luminaires that are high errlcacy luminaires Local Intermittent Exhaust Kitchen Ventilation Rate Summary Enter the required fan flow rate (cfm). Kitchen Fan Flow (cfm) = 100 ( # of Kitchens 1 ) Use the fan flow rate from this summary for selection of the local ventilation fan and for the duct design for the local ventilation system from Table 7.1. Duct Size (in) = 5" Duct Type: Flex Duct Maximum Allowable Duct Length (ft) = 20' (1) Elbow accounted for. When no Elbow is used add 15' to max duct length. Akitchen is defined as any room containing cooking appliances. Each kitchen in the addition is required to have an exhaust fan ducted to the outside with a minimum ventilation rate of 100 cfm. The range hood over the stove may be used to meet this requirement, but the range hood must vent to the outside; re -circulating range hoods cannot be used. Local Intermittent Exhaust Bathroom Ventilation Rate Summary Enter the required fan flow rate (cfm). Bathroom Fan Flow (cfm) = 50 (# of Bathrooms 2 1/2 New ) F.F. Use the fan flow rate from this summary for selection of the local ventilation an and for the duct design for the local ventilation system from Table 7.1. Duct Size (in) = 4" Duct Type: Flex Duct (1) Elbow accounted for. When no Elbow is used add 15' to max duct length. Maximum Allowable Duct Length (ft) = 1. Each bathroom in the addition is required to have an exhaust fan ducted to the outside with a minimum ventilation rate of 50 cfm. The ducting for the exhaust fan shall be sized according to ASHRAE Standard 62.2 Table 7.1 2. 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. Min Split Min Split Per (T-24) Per (T-24) GFI WP D TI 1 t \ O \ L - ----------------i �, i SD J / F \ r WP Q WP r ) Q _J ----------------------------- -- 00 O L� --- I L Z _.... - - - - ._...............---------------------------------------- ........---------- - - - - - - ------------------ --- - : - I I c� P U F F 0 ------------ _. GFI \ ' \ \ �� � l I I R o / � R I 7/ I, / L----------------------------------S--J 1 II \ i 333 1 _ / 1 \ / GFI W P F ' LL I \ / I R \ � F D Whole House Fan I o / / u r ---- Attic Attic F� Access --- IP I 1 112 I� r Gr M t' _Q_ 0 - di GFI \ L-GF1---__GFL ®000 LGF1----- GF1L 3 I OD � °O� R \ MR / GFI WP I 1 � I I � I I I I ' I F F I I ------------------------------ I I I I I I ----------------------------- / 3 / 0 / \_ ---- 0 O-------- --------- ---- GFI --- GFI 1 \ ---GFI---- o o ----GFI---- _ WADRYER � a FL I I I I � I I I I ----------------------- GFI ------ {GR_ -GFt------- GFI- See Sheet E2.0 For Garage Electrical Plan & Notes C M tB U V N W 0 4— M IL.L O ILLN W a� m ELECTRICAL LEGEND pO PENDANT LIGHT CEILING MOUNTED LIGHT TT (High Efficacy at Exterior) OWALL MOUNTED LIGHT (High Efficacy at Exterior) ®R RECESSED LIGHT (To Be AT/1 C Rated) RECESSED FLOURESCENT (To Be AT/I C Rated) RECEPTACLE 220 V RECEPTACLE WEATHER PROOFED RECEPT. 0 F � FLOOR RECEPTACLE c� CEILING RECEPTACLE GROUND FAULT INTERRUPT WALL SWITCH 3 3 -WAY SWITCH 4 4 -WAY SWITCH D DIMMER SWITCH TELEPHONE JACK H CABLEJACK Vs Vacancy Sensor ® FLUORESCENT LIGHT (High Efficacy) FLUSH MOUNT Ir.�_'_`__�.I FLUORESCENT LIGHT (High Efficacy) ® CHIME FD DOOR BELUGARAGE DOOR SWITCH CM o CARBON MONOXIDE SD & SMOKE DETECTOR SD Q SMOKE DETECTOR ® FAN FAN/LIGHT COMBINATION ® GARBAGE DISPOSAL Go SPOT LIGHT/SENSOR LIGHT CEILING FAN and LIGHT Light (Optional) QGAS / NATURAL OR LPG MAIN PANEL (BY OTHERS) a w/ a breaker Distribution Center w/ a main ground conductor #6 copper line 1st Floor Electrical Layout Plan Scale: 1/4"= -0" NOTE: 1. See Electrical Notes this sheet for all other requirements. 2. See Mechanical Notes for all plumbing and mechanical requirements sheet M2.0. 3. Tamper -Resistant recepticals to be 125 -volt, single phase, 15 and 20 -amp recepticals installed in addition or any replacement outlets. 4. Light fixtures in tub or shower or shower enlosures to be labled " suitable for damp location" Per 2013 CEC Art 410.10 (A) & (D). e 5. Install a intersystem bonding termination for connecting intersystem bonding conductors required for other systems shall be provided external to enclosures at the service equipment or metering equipment enclosure and at the disconnecting means for any additional buildings or structures.2013 CEC § 250.94 Bonding for Other Systems. PERMIT #_ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE�``%� 7-7 T 16 Patches Drive Chico,CA 95926 Client Address: W 0 r ^' �w /1 0 Q CD p!E\ U '^ W O Z V co Job Site Location: O O r </ VJ O CI C4 C:` U N o :3 O rX a U Project Information: Drafting By: JL A, Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 ® Date: 11/14/16 Date: 5/1/17Plan Check 2 Rev #: 00 Authorization By: Signature only by: Jason Liebgott f 9 / ALL ID AS, SIGNSAND PLANS REPRESENTED BY THIS DRA AG ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION, ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: 1 st Floor Electrical Plan Sheet Number: ■ www.LHdesignsHomes. corn E 0 2 W c N D 2 J yJ 2013 California Residential Code: Smoke and Monoxide Detection: R314.1 Smoke detection and notification All smoke alarms shall be listed and labeled in accordance with UL 217 and installed in accordance with the provisions of this code and the household fire warning equipment provisions of NFPA 72. Systems and components shall be California State Fire Marshal listed and approved in accordance with California Code of Regulations, Title 19, Division 1 for the purpose for which they are installed. R314.2 Smoke detection systems Household fire alarm systems installed in accordance with NFPA 72 that include smoke alarms, or a combination of smoke detector and audible notification device installed as required by this section for smoke alarms, shall be permitted. The household fire alarm system shall provide the same level of smoke detection and alarm as required by this section for smoke alarms. Where a household fire warning system is installed using a combination of smoke detector and audible notification device(s), it shall become a permanent fixture of the occupancy and owned by the homeowner. The system shall be monitored by an approved supervising station and be maintained in accordance with NFPA 72. EXCEPTION: Where smoke alarms are provided meeting the requirements of Section R314.4. R314.4 Power Source Smoke alarms shall recieve their primary power from the building wiring provided that such wiring is served from a commercial source and shall be equipped with a battery backup. Smoke alarms with integralstrobes that are not equipped with battery backup shall be connected to an emergency electrical system. Smoke alarms shall emit a signal when batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: 1. Smoke alarms are permitted to be solely battery operated in exsisting buildings where no construction is taking place. 2. Smoke alarms are per mitted to be soley battery operated in buildings that are not served from a commercial power source. 3. Smoke alarms are permitted to be solely battery operated in existing areas of buildings undergoing alterations or repairs that do not result in the removal of interior walls or ceiling finishes exposing the structure, unless there is an attic,crawl space or basement available which could provide access for building wiring without the removal of interior finishes. 4. Smoke alarms are permitted to be solely battery operated where repairs or alterations are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or deck. 5. Smoke alarms are permitted to be solely battery operated when work is limited to the installation, alteration or repairs of plumbing or mechanical systems or the installation, alteration or repair of electrical systems which do not result in the removal of interior wall or ceiling finishes exposing the structure. R314.5 Interconnection' Where more than one smoke alarm is required to be installed within an individual dwelling or sleeping unit, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors dosed. EXCEPTIONS: 1. Interconnection is not required -,in buildings that are not undergoing alterations, repairs or construction of any kind. 2. Smoke alarms in existing areas are not required to be interconnected where alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available which could provide access for interconnection without the removal of interior finishes. 3. Smoke alarms are not required to be interconnected where repairs or alterations are limited to the exterior surfaces of dwellings,sudh as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or deck. 4. Smoke alarms are not required to be interconnected when work is limited to the installation, alteration or repairs of plumbing or mechanical systems or the installation, alteration or repair of electrical systems which do not result in the removal of interior wall or coiling finishes exposing the structure. R315.1 Carbon monoxide alarms in new construction For new construction, an approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel -burning appliances are installed and in dwelling units that have attached garages. Carbon monoxide alarms shall be listed as complying with UL 2034 and be installed and maintained in accordance with NFPA 720 and the manufacturer's instructions. 8315 1 1 Carbon monoxide detection systems Carbon monoxide detection systems that include carbon monoxide detectors and audible notification appliances installed and maintained in accordance with this section for carbon monoxide alarms and NFPA 720 shall be permitted. The carbon monoxide detectors shall be listed as complying with UL 2075. R315.1.2 Power supply Carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shall be directly connected to the permanent building wiring without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: 1. Where there is no commercial power supply, the carbon monoxide alarm may be solely battery operated. 2. Other power sources recognized for use by NFPA 720. R315.2 Carbon monoxide alarms in existing dwelling units and sleeping units An approved carbon monoxide alarm shall be installed in existing dwellings having a fossil fuel -burning heater or appliance, fireplace or an attached garage. Carbon monoxide alarms shall be listed as complying with UL 2034 and be installed and maintained in accordance with NFPA 720 and the manufacturer's instructions. R315.2.4 Power supply Carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shall be directly connected to the permanent building wiring without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: 1. In existing dwelling units where there is no commercial power supply, the carbon monoxide alarm may be solely battery operated. 2. In existing dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up where repairs or alterations do not result in the removal of wall and ceiling finishes. 3. In existing dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up where repairs or alterations are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or deck. 4. In existing dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up when work is limited to the installation, alter ationor repair of plumbing or mechanical systems or the installation, alteration or repair of electrical systems, which do not result in the removal of interior wall or ceiling finishes exposing the structure. 5. Other power sources recognized for use by NFPA 720. 2013 California Electrical Code Notes: Residential Electrical.0utlet Measures: 4) All circuits and circuit modifications shall be legibly identified as to purpose or use on a directory located on the face or inside of the electrical panel doors. 5) Receptacle outlets in habitable rooms shall be installed so that no point measured horizontally along the floor line in any wall space is more than 6 feet from a receptacle outlet (less than 12 foot spacing). A receptacle shall be installed in each wall space 2 feet or more in width. 6) At kitchen countertops, receptacle outlets shall be installed so that'no point along the wall line is more than 24 inches measured horizontally Irom a receptacle. 7) Receptacle outlets shall be of the grounding type, be effectively grounded,and have proper polarity. 8) Receptacles shall not be installed in the face -up position in countertops orsimilar work surfaces. 9) A receptacle outlet shall be installed at each counter space 12 inches or wider, and at each island counter or peninsular space 24 inches by 12 inches or larger. Countertop spaces separated by range tops, sinks or refrigerators are separate spaces. 10) Outdoor receptacles, accessible at grade level and no more than 6.5 feet above grade, shall be installed at the front and back of a dwelling. 11) At dwellings, ground -fault circuit -interrupter (GFCI) protection shall be provided for all receptacle outlets installed in bathrooms, garages, grade -level portions of unfinished accessory buildings, crawl spaces, unfinished basements, kitchen countertops, wet -bar sinks, boathouses and outdoors. Receptacles that are not readily accessible may be exempt from the GFCI requirement. interrupter, combination -type, installed to provide protection of the branch circuit. 12) AFCI-Arc-Fault Circuit Interrupter (AFCI) Dwelling Units. All 120 -volts, single phase, 15 -and 20- ampere branch circuits supplying outlets installed in dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or similar rooms or areas shall be provided by a listed arc -fault circuit Garage Electrical Layout Plan Scale: 1/4" = V-0" Whole -Building Continuous Fan Ventilation Rate Sum Continuous Fan Flow (cfm) = 100 Use the fan flow rate from this summary for selection of the whole -building ventilation fan and for the duct design for the whole -building ventilation system from Table 7.1. Duct Size (in) = 4" Duct Type: Flex Duct Maximum Allowable Duct Length (ft) = 55' (1) Elbow accounted for. When no Elbow is used add 15' to max duct length. Sound Rating and Continuous Operation: The whole -building ventilation exhaust fan will operate continuously, and is required to be rated for sound at a maximum of 1 sone. This exhaust fan can be controlled by a standard on/off switch, but the switch must be labeled to inform the occupant that the exhaust fan is the whole -building ventilation exhaust fan and is intended to operate continuously. Ofan = 0.01 (5095) + 7.5(4 + 1) Clfan = 50.95 + 7.5(5) Ofan = 50.90 + 37.5 Clfan = 88.40 cf Local Intermittent Exhaust Bathroom Ventilation Rate Summary Enter the required fan flow rate (cfm). Bathroom Fan Flow (cfm) = 50 (# of Bathrooms 2 New ) Use the fan flow rate from this summary for selection of the local ventilation fan and for the duct design for the local ventilation system from Table 7.1. Duct Size (in) = 4" Duct Type: Flex Duct (1) Elbow accounted for. When no Elbow is used add 15' to max duct length. Maximum Allowable Duct Length (ft) = 1. Each bathroom in the addition is required to have an exhaust fan ducted to the outside with a minimum ventilation rate of 50 cfm The ducting for the exhaust fan shall be sized according to ASHRAE Standard 62.2 Table 7.1 2. Humidity controls shall be capable of adjustment between a relative humidity range of < 50 percent to a maximum of 80 percent. Ahumidity control may utilize manual or automatic means of adjustment. LI 1U 1 I%JIJI 1\l1Ll1 L_LAy V1lLd L 1 ICAI 1 Scale: 1/4" = T-0" See E1.0 For Garage Electrical Plan ELECTRICAL LEGEND PO PENDANT LIGHT CEILING MOUNTED LIGHT (High Efficacy at Exterior) WALL MOUNTED LIGHT W (High Efficacy at Exterior) RECESSED LIGHT RECESSED FLOURESCENT RECEPTACLE 220 V RECEPTACLE WEATHER PROOFED RECEPT. c� F 3Qr FLOOR RECEPTACLE C3Qr CEILING RECEPTACLE FAULT INTERRUPT //G��ROUND CL CHARGING STATION WALL SWITCH 3 SWAY SWITCH 4 4 -WAY SWITCH D DIMMER SWITCH TELEPHONE JACK H CABLE JACK T TIMMER ® FLUORESCENT LIGHT FLUSH MOUNT FLUORESCENT LIGHT FEI DOOR BELUGARAGE DOOR SWITCH CM CARBON MONOXIDE & SMOKE DETECTOR SID SD Q SMOKE DETECTOR IN FAN ® FAN/LIGHT COMBINATION ® GARBAGE DISPOSAL GD SPOT LIGHT/SENSOR LIGHT CEILING FAN and LIGHT Light (Optional) QGAS / NATURAL OR LPG 100 AMP METER -MAIN w/ a breaker Distribution Center w/ a main ground conductor #6 copper line PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES RE -VIEWED FOR CODE C MPHANC DATr_ � r� BY E` 1st Floor Patio Electrical Layout Plan Scale: 1/4" = 1'-0" 0 I 16 Patches Drive Chico,CA 95926 I Client Address: v M r Tr 1 0 ■- V JJ 0 Q CD E\ U 0 o Z co Job Site Location: O CD CD CV O ai 4 Lo O > /'t1 O U N o :3 o � Ur .0 CL a U Project Information: Drafting By: JL 1 Date: 2/1/17 Job Name: Neves Plan Check Job #: 1537 Date: 11/14/16 ® Date: 5/1/17 Plan Check 2 Rev #: 00 Authorization By: Signature only by: Jason Liebgott ALLID AS,/DESIGNS AND PLANS REPRESENTED BY THIS D wrNG ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: 2nd Floor & Garage Electrical Plan Sheet Number: 11