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B15-2877 000-000-000
�4 0 2013 California Residential Code: Glazing: 2,356 Sq Ft Except as indicated in Section R308.1.1 each pane of glazing installed in hazardous locations as defined I 8311.6 Hallways in Section R308.4 shall be provided with a manufacturer's designation specifying who applied the designation, 316 Sq Ft designating the tyoe of glass and the safety glazing standard with which IT complies, which is vide n the final The minimum width of a halfway shall be not less than 3 feet (914 mm). installation. The designation shalf be acid etched, sandblasted, ceramic -fired, laser etched, embrossed, or be of CROSS SECT & DETAILS a type which once app[ied cannot be removed without being destroyed. A label shall be permitted in lieu of the R311.7 Sta€rwa3m manufacturers designation. MECHANICAL PLAN S1.0 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 Handrads shall rot 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, shaft 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. 8308.1.1 identification of MultiWe Ascenihifi c IXCEPTION: The width of the spiral stairways shall be in accordance with Section 8311.7.10.1. Multipane assemblies having individual panes not exceedingi square foot 0.09 m in a sq { } exposed area shall have at R3 t .7. Headroom least one pane in the assembly identified in accordance with Section R308.1. AN other panes in the assembly stall •CPSC The minimum headroom in all parts of the stairway shag not be less than 6 feet 8 inches (2032 mm) measured be labeler! 16 CFR 1201" or ANSI Z97.1" as appropriate. vertically from the sloped line adjoininghe tread 8308,2 Louvered ndaws or Iataurs€es nosing or from the flow surface of the landing or platform on that portion of the stairway. Regular, float, wired or patterned glass in jalousies and lowered windows shalt be no thinner than normal 3/16 open thr Where the nosing of treads at the side of n Hight extend under the edge of a floor opening through which the stair passes, the floor opemm�g shall be allowed to project horizontally inch (5 mm) and no longer than 48 notes (1219 mmj Exposed glass edges shag be smooth. into the required headroom a maximum of 4 3/4 inches (121 mm). R.308.2.1 Wired Glass Prohibited _Stair, Tread, Handrails, and Guard Rails: wired glass with wire exposed on longitudinal edges shall riot be used n jalausies or louvered windows. R311.7-9 Stair treads and risers R308.3 Human Imnaci loads Stair treads and risers shag 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 R308.1 1. 8311.7.5,1 Risers EXCEPTIONS: 1. Louvered windows and jalousies shag comply with Section 8308.2. The maximum riser height shag be 2. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing 7 314 inches (I 96 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 318 inch (95 mm}. 3. Class unit masonry complying with SectionR610. Risers shall be vertical or sloped from the underside of the nosirg of the tread above at an angle not more ttnn R308.4 Hazardous Locations 3(t degrees (ti.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. Except: The opening between adjacent treads not limited on storks with a total rise of 30 inches {762 mm} or less 8308,4.1 Gtazing In Doors 8311.75.2 Treads Glazing in ail fixed and operatable panels of surging, sliding and bifold dais shall be considered a hazardous location. The minimum. tread depth shag be 10 inches (254 mm). The tread depth shag be measuredhorizontally between the EXCEPTIONS: vertical planes of the foremost projection of adjacent treads arid at a right angle to the tread's leading edge. 1. Glazed openings of a size through which a 3-inch-dameter (76 mm) sphere is unable to pass. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3j8nch (9.5 mm). 2. Decorative glazing. 8308.4.2 Glazhw Adlacent Doors R31 1.7.5. 2.II Winder treads Glazing n an individual fixed or operable panel adjacent to a door where the nearest vertical of 9Lern9 P wilder treads shag have a minimum tread depth of 10 inches (254 mm) measured between the vertical planes of , is with a 24 -inch (610 mm) arc of either vertical edge of the door in a dosed postion and where the bottom the foremost projection of adjacent treads at the intersections with the waiklne. Winder treads stall have a exposed edge of the gtazingis less than 60 aces (1524 mm) above the floor or walking surface shag be of theazard minimum tread depth of 6 itches (152 mm) anypairhi within the clear width of the stair. Within any flight of stairs, the largest winder tread depth at the walkline shag not exceed the smallest winder tread by more than 3/8 considered a us location. inch (95 mm). Consistently shaped winders at the walkline shall be allowed within the sane flight of stairs as EXCEPTIONS: rectangular treads and do not have to be within 3/8 inch (95 mm) of the rectangular tread depth. 1. Decorative glazing. R311.75 Stair treads and risers 2. When there is an intervening wag or other permanent barrier between the doer and the glazing. 3. (lazing in wags on the latch side of and perpendicular to the plane of the door in a closed position. Stair treads and risers shall meet the requirements of this section. For the purposes of this section ail dimensions 4. where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. and dimensioned surfaces shall be exclusive of carpets, rugs or runners. Glazingin this application shag comply with section 1108.4.3. I ^ " 5. (lazing that is adjacent to the fixed panel or patio doors. 8311,75.1 Risers 8308.4.3 Gfa7Wg In Windows The maximum riser height shag be Glazing in an individual fixed or operable panel that meets all of the following conditions shalt be considered a 7 3/4 inches (196 mm). The riser shag be measured vertically between leading edges of lite adjacent treads The hazardous local. greatest riser height within any Hight of stairs shag not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside of the rasing of the tread above at an anglo not more than i. 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 oldies not permit the passage of a 4 -inch -diameter (it}Zmm) sphere. 2. The bottom edge of the glazing is less than 18 inches (457 mm) above the floor; 3. The top edge of the glazing is more that 36 inches (914 mm) above the floor; and Exception: The opening between adjacent treads is not limited on stairs with a total rise of 30 inches 4. One or more walking surfaces are within 36 iches (914 mm), measured horizontally (762 mm) or less and in a straight line, of the glazing. 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 U} inches (254 mm}. The tread depth shall be measuredha-izontagy between (864 to 965mm) above the walking surface.The rail shall be capable of withstanding a horizontal load the vertical planes of the forerr>Qst projection of adjacent treads and at a right angle to the tread's leading edge. of 50 pounds per bear foot (730 Nim) without contacting the glass and be a minimum of 1 1/2 T}e greatest tread depth within any flight of stairs shag rapt exceed the smallest by more than 3/finch (95 mm}. inches (38 mm) in cross sectional height. 3. Outboard pares in insulating glass units and other multiple glazed panels when the bottom edge R31 1.7-9.7.1 Winder treads glass is 25 feet (7620 mm) or more above grade, a roof, walking surfaces or other horizontal [within 45 degrees -- ((I.79 rad} of horizontal] surface adjacent to the glass exterior. Winder treads shag 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. Warder treads shall have a 8308.4.5 Glazing and Wet Surfaces minimum tread depth of 6 inches (152 mm) at any point within the clear width of the stair. Within any fight of stairs, the largest winder tread depth at the walkline shall not exceed the smallest winder Glazing n walls, enclosures or fences containing or fading thtA tubs, spas, whirlpools, saunas, steam rooms, tread by more that 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 that 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 IXCEPTION: (lazing that is more than 60 aches (2524 mm}, measured horizontally and in a straight tine, from Handrads shall be provided on at least one side of each continuous nun of treads or flight with four or more risers. the water`s edge of a bathtub, hot tub, spa, whirlpool, or swimming pool. R3111-7,8A_I Ic1g Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface o f ramp sbpe,shall be not less than 34 inches (864 mm) arid not more than 38 inches (965 mm). EXCEPTIONS: 1. The use of a volute, tumaut or starting easing shag be allowed over the lowest tread. 8308.4.6 Glazing Adjamitt Stairs and Ramps 2. when handrail fittings or bendngs are used to provide cmtinucus transition between flights, transitions at wider 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 orbendi gs shall be permitted to exceed the maximum height adjacent walling surface of stairways, landing between Flights of stairs and ramps shall be considered a hazardous location. R312.1 Guards EXCEPTIGNVS: 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 aomrdance with Sections R3111.1 through R3121.4. the walking surface. The rad shag be capable of withstanding a horizontal bad of 9D pourer per linear foot (730 N/m) without contaction the glass and be a minimum of 1 1/2 inches (38 mm) 11312.1.1 where required in crass sectional height. 2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. Guards shag 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 flora or grade below at any point within 36 inches (914 8308.4.7 Glazing Adiacent to thottorn Stair Landing mm) horizontally to the edge of the open side. Insect screening shall not be consideredas a guard. Glazing adjacent to the larding at the bottom of the stairway where the glazing is less than 36 inches (914 mm) R312.L2 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 er landings, snag be not less hazardausocation. than42 inches (1067 mm high measured vertical above the adjacent walking surface } q vertically adj , adjacent fixed seating or the line connecting the leading edges of the treads. EXCEPTION: The glazing is protected by a guard complying with Section 8312 and the plane of the class is more than 38 fiches (457 mm) from the guard. EXCEPTIONS: 1. Guards on the open sides of stairs shag have a height not less than 34 inches (864 mm) Means of Egress: measured vertically from a fine 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 R311.1 Means of Egress the guard shag not be less than34 inches (864 nm) and net more than 38 inches (%5 mm) measured vertically from a fine connecting the deadinE edges of the treads. Ag dwellings shall be provided with a means of egress as provided in this section. The means of egress shag provide a continuous and unobstructed path of vertical and horizontal egress travel from all portions of the 8312.1.3 Onening limitations dfireling to the exterior of the dwelling at the required egress door without requiring travel through a garage. Required guards shag not have openings from the walking surface to the required guard height which allow 8311.2 Egress boor passage of a sphere 4 inches (102 mm) in diameter. At least one egress door shag be provided for each dwelling unit. The egress door shag be sidehnged, and shag Exceptions: provide a minimum clear width t 32 robes (813 mm) when measured between the face of the door and the 1. The triangular openings at the open side of stair, funned 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 shag 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 sill not have openings whish allow passage of a sphere 4 3/8 doors shall not be required to comply with these minimum dimensions. Egress doors shag be readily operable inches (1 11 mm) in diameter. from inside the dwelling without the use of a key or special knowlesge or effort R3113 Floors and Landings at Exterior Doors R303.4 Rdeguire=d Heatina There shag be a landing or a floor on each side of each extenor 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 shag 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 exderfor wails in all habitable horizontal (2 -percent). rooms at the design temperature, The installation INCEPTION: Edericr balconies less than 60 square feet (5.6 m ) and only accessblefrom 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 Craved. NOTE: See section 8301.1.1.1. for limited-desrTy owner -built rural dwelling. 83113.1 Floor Elevations at the Reauired Earess Doors Landings or finished floors at the required egress door shag not be more than 1 1/2 inches (38 mm) lower than the top of the threshold. INCEPTION: The landing or floor on the exterior side sten not be more than 7 3/4 inches (196 min) 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 shag 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. 2013 California Green Building Standards: 4.3011 water conserving pturnbing fixtures and fittings_ Rurribing Fixtures (water closets and urirmis) and fittings (faucets and showerhea&) shat) comply with the following 1 4303.1.1 water closets. The effective flush volume of all water closets shall net emceed 1.28 gallons per flush. Tark-type water closets shag be certified to the performance criteria of the U.S. EPA waterSense Specification for Tank -type Toilets. Note: The effeclve flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of iurinals shall not exceed 0.5 gallons per flush. 4303.1.3 Shgwerheadds- 4303.13.1 Single showerhead Showerheads shall have a maximum flaw rate of not more than 2.0 gallons W mitnute at 80 psi. Shaver Bads shall be certified to the performance criteria of the U.S. EPA waterSense Specification bin Showahe�is. 4303.13.2 Multiple show erheads serving one shoves when a shaver is served by more than one showerhead, the combined flaw rate of all stxmerheads andforother shaver outlets controlled by a single valve shalt not exceed 2.0 gallons per minute at 80 psi, or the shower shaft be designed to allow only one shaver outlet b be in operation at a time. Note- A hand-held shower shag be considered a shavcrhead 4303.14 Faucets. 4.3031.4.1 Residential lavatory faucets. The maxdmu m flaw rate of residential lavatory faucets shag not exceed 1.5 galloons per mirnute at 60 psi. The minimum flow rate d residential lavatory faucets shag not be less ton 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory faucets in common and public use areas. The maximum flaw rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings small not exceed 0.5 gallons per minute at 90 psi. 4.303.1.4.3 Metering faucels_ Metering faucets when installed in residential buildings shag riot deliver more therm 0.25 gallons per cycle. 4.303.1.4.4 Kitchen faucets-, The maps muum flow rate of kitchen faucets shag not exceed 18 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 22 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at m psi. Note : where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with theCaiifomia Plumbing Cafe, and scrag meet the applicable standards referenced in Table 1401.1 of the Califomia Plumbig Code. 4.304.1 Irrigation controllers: Automatic irrigation system controllers for landscaping provided by tie builder and unstaged at the time of final Inspection shalt comply with the fagaving: 1. Controllers shall be weather- or soil moisture -based controllers Hint automatically adjust irrigation in response to charges in plants' needs as weather conditions charge 2 Weather -based controllers without integral rain sensors or communication systems tiat account for local rainfall shall have a separate wired or wireless rain sensor whKh connects or communicates with the ccmtroiler(s). Soil moisture -based controllers are not required to have rain sensor input Buildi�Maintenance andOration: 4.410.1 Operation and maintenance manual: At the time of final inspection, a manual, compact disc, web -based reference or ethic' media acceptable to the enforcing agency Mich includes all of the following shag be placed in the building 1. Directions to the owner or occupant that the manual shag remain with the building throughout the life cycle of the structure - 2 Operation and maintenance instructions for the follow rig: a Equipment and appliances, including water-savinng devices and systems, WAG systems, water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c Space conditioning systems, nckidinng condensers and air fitters. d Landscape irrigation systems. a water reuse systems. 3 Information from focal utility, water and voste recovery providers on methods b further reduce resource consumption, including recycle programs and locations. 16LPtiAlb"nsPontation andfor 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 ba9WRj_eW use to mzairtafn the relative timidity level n that range 6. lrtarr`mation about water -conserving landscape and irrigation design and controls which conserve water. 7. Instructions for mairtairing gutters and downspouts and the nportance of diverting water at least 5 fest away from the 8. Information on required routine mainteriance measures, including, but net limited to, caulking, paintig, grading around the 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 frcm bathrooms shall comply with the folloWng: 1. Fats shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2 Unless functioning as a component of a Mole house ventikition system, fans must be controlled by a humidistat w hick shall be readily accessible. Humidistat controls shag be capable of adjustment between a relative humidity range of 50 to 80 percent_ Note: For the purposes of this sedionr, a bathroom is a roan which contains a bathtub, shower or tub/shower combination. Section 4.507 Environmental Comfort: 4.507.1 Openings. whole house exhaust fans shag have insulated louvers or covers which dose when the fan is off. Covers or louvers shall have a minimum insulation value of R-4.2. 4.507.2 Heating and arc -conditioning system design: Heating and air-conditioning systems shag be sized, designed and have thei equipment selected using the following methods: 1. The heat loss and heat gain is established according toACCA Manual J, ASHRAE handbooks or other equivalent design software or methods. 2. Dud systems are sized according to RCCA 29-D Manual D, ASHRAE handbooks or other egdvaleat design software or methods. 3 Select heating aid coding equipment according to ACCA 36S Manual S or other equivalent design software or methods. Exception: Use of ahemate design temperatures necessary to ensue the systems function are acceptable. 1. If an adhesive is used to bond dissimitar substrates together, the adhesive with the highest VOC content shall be allowed. 2 For additional information regarding methods to measure the VOC content specified n this table, see South Coast Air Quality Management District Rule 1168- 4.504.5 Composite woad products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements forformaldehyde as specified nARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5. TABLE 4.504.5 FORMALDEHYDE LiMiTS Maxdmum Fomnaldehyde Emissions n Parts per Million 1. Values in this table are derived from those specified by the Cafibrria Air Resources Board, Air Topdcs Control Measure for Composite Wood as tested in accordance with ASTM E 133396(2002). For additional intomroton, see California Code of Regulations, Title 17, Sections 93120 tirough 93120.12. 2 Thin medium density fiberboard has a maximum thickness of 8 millimeters. Maximum Formaldehyde Emissions in Pats per Million acceptable - TABLE 4.504.1 ADHESIVE VOC UNgT1,2 Less water and Lens Exempt Compounds n Grams per t.�r' ARCHtTECTURALAPidCATLONS CIJRRENTVOCUMfr Indoor carpet adhesives 50 Carpet ped adhesives 50 Outdoor' pipet adhesives 150 wood t€ooririg adhesive 100 Ribber floor adhesives (p'0 Subtiocr adhesives � Ceramic lite adhesives 65 VCT and asphalt file adhesives 50 Drywall and pigbel adhesives 50 Cave baso; adhesives 50 Multipurpose construction adhesives 70 Stnuctura! glazing adhesives 100 Single -ply «pot membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS PVC welding 510 tFtC welling 490 ABS welding 325 Plastic CEYmxd°ttt welding 250 Adhesive pruner for plastic 550 Contact adhesive 80 Special purpose contact adtnesive 250 Strmuctixral wand memiber altnesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to metal 30 tlasticfoams 50 Porous material (accept wood) 50 Wood 3a Fiberglass � Residence7 1 1 1 i- _____ - ______ _________________._,_____ _____ .I---,- _____ ___ -,-,----- _____� - ___ --- 1111111.rl- __ ____ ___ --------- - -"-----,-,. __ ________ � � 1�, - Number of Stories: (1 ) Fire Sprinklers: Yes Under Seperate Permit ( TABLE 4.504.2 SEALANT VOC Uh#T Less Water and Less Exerr><x Compounds n Cramer per liter SEALANTS Architectural 250 lvfarir>r cleric 760 Normembrane roof 300 Rnadvsy 250 Single -ply 450 Other 420 SEALANT PRIMERS Architectural Nonparous 250 Porous 775 Modified bifuminwts 500 Marine deck 760 Other 750 PRODUCT CURRENT LIMIT JAAgJARY 1, 2012 .JULY 1, 2012 Ftardv�naod plywood veneer care 0.05 Harclvvood plywood oarrtptpsi& Dore 0.08 0.05 Pariodeboard 0.03 Medium dersityfiberbaarcd 0.11 Thin medium density fibertxoarti� 0.21 0.13 ENERGY REQUIREMENTS "Special Feature" 1. (Radiant Barrier) and HERS Verification (Duct Testing) is required per the California Ener Commission Certificate of Compliance, form CF -1 R. 9Y P , 2. Air retarding wrap and radiant barrier to be installed as noted on the Title 24 Energy Calculations. (See plans for required locations of instullation.) 3. Project will require compliance with California Senate Bill 407 for the installation of water -conserving fixtures. PROJET REQUIREMETNS: 1. Please refer to flood elevation certificate prepared by Leslie Coke at Precision Surveying (530) 865-4194. 2. Prior to framing a Flood Elevations Certificate is required and finished construction flood elevation is required prior to final approval of the structure. Contact Precision Surveying. Protect Information: Project Description: Proposed New One Story four bedroom Residence of 2;3:JE6 SQ FT Living Area. Residence also contains a two car Garage and covered Porch at Entry Way of 919 sq. ft. Non Living Area. Please see plans for further information. Main By Others) Year Built: N/A - - __ vunome -- -- _ Occupancy Class: R -3/U Title 24 Requirements energy Building Use: Residence Requirements Refer to attached energy certificate of compliance for Code Analysis- 2013 C.P.C., 2013 C.M.C. See M1.0 specific energy requirements for this Aplicable Codes: 2013 C.G.C. See C.S. 2013 C.R.C. See C.S. and E1.0 JL 2013 C.E.C. See Sheet E1.0 __ --- --. 2013 California Energy Code Fire sprinkler permit will be required See T-24 (BY OTHERS) for this structure separate permit will be required to be issued prior to rough Construction Type: V -B frame inspection --- ,24Bg % PROVIDE "FINISHED - CONSTRUCTION" FLOOD %IV:..--- - CERTIFICATE PRIOR TO SQ. FT. FIGURES Living Area 2,356 Sq Ft Garage 603 Sq Ft Patio 316 Sq Ft Total Area 3,276 Sq Ft A3.0 CROSS SECT & DETAILS E1.0 ELECTRICAL PLAN M1.0 MECHANICAL PLAN S1.0 FOUNDATION PLAN 520 BRACED -WALL PLAN S3.0 ROOF FRAMING S4.4 DETA I LS TABLE 4.504.2 SEALANT VOC Uh#T Less Water and Less Exerr><x Compounds n Cramer per liter SEALANTS Architectural 250 lvfarir>r cleric 760 Normembrane roof 300 Rnadvsy 250 Single -ply 450 Other 420 SEALANT PRIMERS Architectural Nonparous 250 Porous 775 Modified bifuminwts 500 Marine deck 760 Other 750 PRODUCT CURRENT LIMIT JAAgJARY 1, 2012 .JULY 1, 2012 Ftardv�naod plywood veneer care 0.05 Harclvvood plywood oarrtptpsi& Dore 0.08 0.05 Pariodeboard 0.03 Medium dersityfiberbaarcd 0.11 Thin medium density fibertxoarti� 0.21 0.13 ENERGY REQUIREMENTS "Special Feature" 1. (Radiant Barrier) and HERS Verification (Duct Testing) is required per the California Ener Commission Certificate of Compliance, form CF -1 R. 9Y P , 2. Air retarding wrap and radiant barrier to be installed as noted on the Title 24 Energy Calculations. (See plans for required locations of instullation.) 3. Project will require compliance with California Senate Bill 407 for the installation of water -conserving fixtures. PROJET REQUIREMETNS: 1. Please refer to flood elevation certificate prepared by Leslie Coke at Precision Surveying (530) 865-4194. 2. Prior to framing a Flood Elevations Certificate is required and finished construction flood elevation is required prior to final approval of the structure. Contact Precision Surveying. Protect Information: Project Description: Proposed New One Story four bedroom Residence of 2;3:JE6 SQ FT Living Area. Residence also contains a two car Garage and covered Porch at Entry Way of 919 sq. ft. Non Living Area. Please see plans for further information. Main By Others) Year Built: N/A - - __ vunome -- -- _ Occupancy Class: R -3/U Title 24 Requirements energy Building Use: Residence Requirements Refer to attached energy certificate of compliance for Code Analysis- 2013 C.P.C., 2013 C.M.C. See M1.0 specific energy requirements for this Aplicable Codes: 2013 C.G.C. See C.S. 2013 C.R.C. See C.S. and E1.0 JL 2013 C.E.C. See Sheet E1.0 __ --- --. 2013 California Energy Code Fire sprinkler permit will be required See T-24 (BY OTHERS) for this structure separate permit will be required to be issued prior to rough Construction Type: V -B frame inspection --- ,24Bg % PROVIDE "FINISHED - CONSTRUCTION" FLOOD %IV:..--- - CERTIFICATE PRIOR TO SQ. FT. FIGURES Living Area 2,356 Sq Ft Garage 603 Sq Ft Patio 316 Sq Ft Total Area 3,276 Sq Ft A3.0 CROSS SECT & DETAILS E1.0 ELECTRICAL PLAN M1.0 MECHANICAL PLAN S1.0 FOUNDATION PLAN 520 BRACED -WALL PLAN S3.0 ROOF FRAMING S4.4 DETA I LS PRODUCT CURRENT LIMIT JAAgJARY 1, 2012 .JULY 1, 2012 Ftardv�naod plywood veneer care 0.05 Harclvvood plywood oarrtptpsi& Dore 0.08 0.05 Pariodeboard 0.03 Medium dersityfiberbaarcd 0.11 Thin medium density fibertxoarti� 0.21 0.13 ENERGY REQUIREMENTS "Special Feature" 1. (Radiant Barrier) and HERS Verification (Duct Testing) is required per the California Ener Commission Certificate of Compliance, form CF -1 R. 9Y P , 2. Air retarding wrap and radiant barrier to be installed as noted on the Title 24 Energy Calculations. (See plans for required locations of instullation.) 3. Project will require compliance with California Senate Bill 407 for the installation of water -conserving fixtures. PROJET REQUIREMETNS: 1. Please refer to flood elevation certificate prepared by Leslie Coke at Precision Surveying (530) 865-4194. 2. Prior to framing a Flood Elevations Certificate is required and finished construction flood elevation is required prior to final approval of the structure. Contact Precision Surveying. Protect Information: Project Description: Proposed New One Story four bedroom Residence of 2;3:JE6 SQ FT Living Area. Residence also contains a two car Garage and covered Porch at Entry Way of 919 sq. ft. Non Living Area. Please see plans for further information. Main By Others) Year Built: N/A - - __ vunome -- -- _ Occupancy Class: R -3/U Title 24 Requirements energy Building Use: Residence Requirements Refer to attached energy certificate of compliance for Code Analysis- 2013 C.P.C., 2013 C.M.C. See M1.0 specific energy requirements for this Aplicable Codes: 2013 C.G.C. See C.S. 2013 C.R.C. See C.S. and E1.0 JL 2013 C.E.C. See Sheet E1.0 __ --- --. 2013 California Energy Code Fire sprinkler permit will be required See T-24 (BY OTHERS) for this structure separate permit will be required to be issued prior to rough Construction Type: V -B frame inspection --- ,24Bg % PROVIDE "FINISHED - CONSTRUCTION" FLOOD %IV:..--- - CERTIFICATE PRIOR TO SQ. FT. FIGURES Living Area 2,356 Sq Ft Garage 603 Sq Ft Patio 316 Sq Ft Total Area 3,276 Sq Ft A3.0 CROSS SECT & DETAILS E1.0 ELECTRICAL PLAN M1.0 MECHANICAL PLAN S1.0 FOUNDATION PLAN 520 BRACED -WALL PLAN S3.0 ROOF FRAMING S4.4 DETA I LS ENERGY REQUIREMENTS "Special Feature" 1. (Radiant Barrier) and HERS Verification (Duct Testing) is required per the California Ener Commission Certificate of Compliance, form CF -1 R. 9Y P , 2. Air retarding wrap and radiant barrier to be installed as noted on the Title 24 Energy Calculations. (See plans for required locations of instullation.) 3. Project will require compliance with California Senate Bill 407 for the installation of water -conserving fixtures. PROJET REQUIREMETNS: 1. Please refer to flood elevation certificate prepared by Leslie Coke at Precision Surveying (530) 865-4194. 2. Prior to framing a Flood Elevations Certificate is required and finished construction flood elevation is required prior to final approval of the structure. Contact Precision Surveying. Protect Information: Project Description: Proposed New One Story four bedroom Residence of 2;3:JE6 SQ FT Living Area. Residence also contains a two car Garage and covered Porch at Entry Way of 919 sq. ft. Non Living Area. Please see plans for further information. Main By Others) Year Built: N/A - - __ vunome -- -- _ Occupancy Class: R -3/U Title 24 Requirements energy Building Use: Residence Requirements Refer to attached energy certificate of compliance for Code Analysis- 2013 C.P.C., 2013 C.M.C. See M1.0 specific energy requirements for this Aplicable Codes: 2013 C.G.C. See C.S. 2013 C.R.C. See C.S. and E1.0 JL 2013 C.E.C. See Sheet E1.0 __ --- --. 2013 California Energy Code Fire sprinkler permit will be required See T-24 (BY OTHERS) for this structure separate permit will be required to be issued prior to rough Construction Type: V -B frame inspection --- ,24Bg % PROVIDE "FINISHED - CONSTRUCTION" FLOOD %IV:..--- - CERTIFICATE PRIOR TO SQ. FT. FIGURES Living Area 2,356 Sq Ft Garage 603 Sq Ft Patio 316 Sq Ft Total Area 3,276 Sq Ft C� ELEVATION b 5'� FINAL BUILDING INSPECTION TO g� � �~ BUILDING DIVISION F-Asting __ --- _ Barn PROVIDE "BUILDING UNDER CONSTRUCTION" FLOOD ELEVATION CERTIFICATE PRIOR , TO FRAME INSPECTION 12 1 BUTTE COUNTY ri DEC 22�015 � DEVELOPMENT SERVICES' ,915 o�Z / / APPROVED PLANS AND PERMIT I SHALL BE ON SITE / FOR ALL I I I I INSPECTIONS I r r r I r r r I 1 Z // Replacement it I : , � / Field i r r r ,, ll! _ r r r r .- - : = I: r r i 4 L __L__J___JZ 6, �' Flood Zone; 0 T Septic & F.LR.M.: (� 60� "� 4520 E Leach Field I 2 9 ' y. r 1 W s r Lu r - W '.. - r • I Area • • Min..• LC) , I Lf) ?7. co . r •• ' r ■ . . • 11-111 I ., I & 0 I I Proposed . >� ' 25' Residence 1 •� - -`i- I --._-I174.6' Finish Floor . .••.•'`r♦•ry`• • r- Covered Porch % I • • •• 1 I •• .• •. I i i 1 i • • 0 • .• 1 J. • • 1 .0 >, •. I t *••.• I I * -1 • . 1 I ae .• I I 7�d �+ •Q • : I /cP ' ' 1 �0e • .• 1 t . .• I t • •• I l � • 1 .. . 1 I I • ••• 1 1 • I1 is • • . • 20' I r •• 1 . 1 to • . . c 1 .. ..' I :0 'G 1.� •' . . 1 ID tib • 1-S M . + 0 1� . " Ia •• IG7 •• LAI'-, 1 +- ro • • . byF . . ID ' • .• I . ,r itt3 r •(p,'RE . • .A--. uti 1I SZ • • ' ' 1 '. 1 ' 1 1 I 1 Lott Road Sheet Index: C.S. COVER SHEET A1.0 FLOOR PLAN A2_0 ELEVATIONS A2_1 ELEVATIONS A3.0 CROSS SECT & DETAILS E1.0 ELECTRICAL PLAN M1.0 MECHANICAL PLAN S1.0 FOUNDATION PLAN 520 BRACED -WALL PLAN S3.0 ROOF FRAMING S4.4 DETA I LS SEE FLOOD ELEVATION CERTIFICATE FOR REQUIREMENTS PERMIT # 6/r, , JfC2 ? 2 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMP LANCE DATE -_ ,T _ Lt7, rot 11 BY cc%�//'�� ✓ -1) R�vgr-J!for) FOR CODE COMPLIANCE CCC 2 9 2015 TR13 AND ASSOCIATES Site LPlan Scale: 1" = 3a,-0,. ......;.....,...... ........s-__ ..............- _ Complete construction Post Debris Recovery final report documentation and V.O.C. Compliance Certification submit to Building nivi.rnn nrinr +n ;;_1 k.ul,4;_ ;.tiro,+inn MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE The BMP's (Best Management Practices) fisted below must be in place during the rainy season (October 15 through April 15) and may be required at other times based on weather and site conditions throughout the year. The EIMP's listed are minimum requirements and additana! BIt1P's could be required based on site conditions. Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by U' dee, 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 beck 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 cold occur and cause silt nun off. (Straw, visqueen or erosion blankets may be used for this application). All paint, fuel, construction products etc. shall be stored in a covered location away from ' sidewalks and storm drain inlets. Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and * at least 50' from the nearest storm drain inlet. All trash must be collected and stored property. Do not let items such as dryuall 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 nhay also be used. All concrete washout systems shall be placed off of the paved streets. STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION AND SURFACE DRAINAGE AND REVIEW PRIOR TO ISSUANCE. REFER TO 2013 CGBSC SECTIONS 4.106. SITE DEVELOPMENT - PLAN TO BE SITEILOT SPACIFIC. A PLAN SHALL BE SUBt;11TTED WITH EACH PERMIT APPLACTtON i 3 01 j ,VVy "ark i43- ,�?`", } F I yrra ". u ; �a <:41^*r`4 a ct ,4 1 14.59 E. Lassen Ave. 140 Chic 'CA 9597" Client Address: W 0 (,V P., yria � 0) �jV�j 1 M �iM W W � U. L. C37 -0 (l) C U 111111111011 rrrrrr C C ■ rrrrr , `� .a... nT•'"" 0 g'; j.t : 7 � w ",g .- s 3 it a; Nv�a4i�ir11%.3 Job Site Location: 00 W M co ' 1 t T 0) 6 o Z'"� w+ CL Q -^'�w 0- < �D�'"� �--.r Project Information: Drafting By: JL Job Name: Miller L! 1 Date: 12118115 Jab #: 1520 Date: 10/19/15 Rev #: 01 Authorization By. - Signature only b" . Jason Liebgott ' r �.� - ALL I 'FAS,. SIGNS AND ANS REPRESENTED BY THIS D "'Nz. =3 ARETHE EXCLUSIVE PROPERTY OF LH DESIGN'S AND SHALL NOT BE REPRODUCED WITHOUT PRIORVIPITTEN PEPJASSION. Ater`( UNAUTHORIZED E REJS._ �.F THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCAnON SHOWN iS PRS "BfTED. Sheet Title: Cover Sheet LSheet Number: .11 m e www.LMes4gnsHomes.com Q is r J CONSTRUCTION NOTES 1. For all pox installations, a completed "request to use pax 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 wags. 3. Windows in steeping room to have a max'Irmim 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 shalt 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 silts to be lower then 24" except office (3(") 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 1112 inches (38 mm) lower than the top of the threshold. Exception: The exterior landing orfloor shag not be more than 7314 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. 13. A 10 mol (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 corse or the prepared subgrade where no base course exists. 14. High windows in toilets and laundry to be 12" from ceiling at head. 1 automatic fire sprinkler system shall be installed in accordance with Section R3113 of the 2013 C.R.0 " :r r, m Sliding a Q Garage Area 9-4- 16 N o " Use 1!2" Fre Rated Gyp. on garage wall and Ceiling 1 U) 741 It W o s -g" to rn h DBL Sfiding c O O Walk In to :v 1/2 Bath- Bedroom 3 Closet ;0>5; room V5 ' r 1 Master D Bedroom t Patio _ m Temp ` & til , i `� 2$" ❑ 1 , Q 2$" Area 05 6'$- 61 L ---------------------------------J IYs Closet 14'-71 1P' N ------ Office Arch 5<1 Area b Master 3'-8' 1. Bath a 74" WASHERIDRYER 9-0" x 6'-10" s$" Lndry. •1 14'-9' 4'-i2• ; rn ro Room Nook r Q 74" Broom r r-----------------------------------------------------1 O eel [> Cabnet i Area 1 P o 1 1 ro rho 1 1 F Bench Hall , 1 Bench 1 1 I Q Ee S 3�• 13 1 � Closet ' Lin - Shell 1 Closet - '1 Family o I Ref. I I 1 r 1 1 1 1 11 7-6" Q 68"�% 1 11 1 1 11154 ----� 1-----�'' � Room • �' Kitchen ; C `� Bath- 1 , 1 1 1 1 1 I Y-10 1&- ; 0 1 room 2 L -i ; Bedroom 1 Hall ® (Framing Per Insert FP Size By Others) 7 Gds ® •- s — gQ Gas Insert Fre Plate to have c---------- ;t ;? ; doors and outside combustion air. ' 'Dt%° ® 0 U V " (€nslperManfctueSpcflctios.) r E 1 b 4 1 1 E1 1 IDV-( 1----------------------------- ----J -----J ' DBL Slidin rr ro Sliding to , , DBL Sliding lemp © to ro Temp m := 1 1 on i► 1 ; i 1 1 n 1 1 � 1 i i 1 � 1 3 i/2= No dishwasher machine i i i 14'-6- 6' 3'91!2' 1 1 shall be directly connected to a drainage system or 7" 1 1 food disposer wtthout the use of an approved air gap Bedroom 2 74" ; ; fittingonthedischargeside Z Porch ❑ 94r 1 of the dishwas machine. Ham- w C} LId U 1 1 1 1 r 1 �a z ---------------------------- -- ---------------------------------r -------- 3 ! ----'- .. N ------------------------------------ -1--- ----------------- _-------------------------------- *" W g 2'-8" Tall 2x4 1 DBL Sliding Pedestal 1 1 A F Ft�C}NT LL:-�161 � • 1'-s" 12'4 112" T-6" 19 r -s` t1'-11 1'&' CONSTRUCTION SCHEDULE KEY: DESCRIPTION: Living Area 2,356 Sq Ft ATTICACCESS 22'XNr %WELECTRICAL SWITCH AND LIGHT. I / R807.1 Attic access. Patio 316 Sq Ft Buildings with combustible ceiling or roof construction shag have an attic access Total Area 3,275 Sq Ft opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 nim) or greater. The vertical height shall be measured from the top of the telling framing members to the underside of the roof framing members. R307.2 nn Spafloors `t�.r) Bathtub and showwer floors and walls above bathtubs with Installed shower heads and in Bathtub and shower an 2 O the shower compartments shall be finished with nonabsorbent surface. Such wall surfaces shag extend to the height of no less than 6 feet (1829 mm) above the floor. Water heater fire box mounted 18" above finish floor with approved seismic strapping to 3 wall. To have an energy factor beloe .58. (see T-24 Report for more info.) 00 door shall be equipped with solid wood doors not less than 1318 inches (35 mm) OGarage in thickness, solid or honeycomb core steel doors not less than '€1Z inches (35 mm) C7 I thick, or 20 -mime fire -rated doors. Doors shall be self-closing and self -latching. O909.0 Special Venting for Island Fixtures. r I 909.1 General *� Traps for island sinks and similar equipment shalt be roughed in above the floor and Z shall be permitted to be vented by extending the vert 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 Z vent shall be connected to the horizontal drain through a wye-branch fitting and shall, in CL addition, be provided with a foot vent takers off the vertical fixture vent by means of a Q wye branch immediately below the floor and extending to the nearest partition and then through the roof to the open air, or shag be permitted to be connected to other vents at Project Information: a point not less than 6 inches (152 mm) above the flood -level rim of the fixtures served. Date: 12118115 Drainage fittings shall be used on the vent belowthe floor level, and a slope of not less Job #: 1520 than V4 inch per foot (20-8mm/m) back to the drain be maintianed. The return bend Date: 10119/15 used tinder the drainboard shall be a one piece fitting or an assembly of a 45 degree Rev #: 01 (0.79 rad), a 90 degree (1.57rad), and a 45 degree (0-79 rad) elbow in the order Authorization By: named. Pipe sizing shag be as elsewhere required in this code. The island sink drain, Jason upstream of the returned vent, shall serve no other fixtures. An accessible cleanout shag be installed in the verical portion of the DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED foot vent. Sill Note: All exterior sills plates will be seated to meet energy effclency standard 2.4 residential manual. Caulking must be applied between the bottom plate and floor. Floor Layout Plan Scale 1,4--1,.G' SQ. FT. FIGURES WALL FRAMING Living Area 2,356 Sq Ft Key: Description: Garage 603 Sq Ft 0 (N) 2x4 Wall I Patio 316 Sq Ft ® (N) 2x6 Wall Total Area 3,275 Sq Ft PEfiM1T # 6/ SUITE COUNTY DEVELOPMENT SE VICES REVIEWED FOR COD ���LIANCE DATE 7'M Km C0 `Tli4i 'I -,Ings RT2920$ TRB AND ASSOCIATE t 77 -77- 1459 E. Lassen Ave. 140 Chico, CA 95973 Client Address: CO Co `t�.r) rw�wr Job Site Location: 00 00 C7 I LO r I *� Z O Z .J CL Q 0 Project Information: Drafting By: JL Date: 12118115 Job Name: Miller Job #: 1520 Date: 10119/15 Rev #: 01 Authorization By: Signature only by- yJason Jason Liebgott rqz — - ALL I EStGNSA S REPRESENTED BY THIS D GARETHE 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: Hoar Layout Plan Sheet Number: ■ www.LLPdesignsHomes.com �a{ 4 STUB FLOOR VENTING REQUIREMENTS FLOORAREA NET SQ_ FT. OF GROSS SQ. FT. OF SQ. FEET VENT. REQUIRED VENT. REQUIRED F.Floior Area 2,356'/ 150 = 15.78' 1 .7 = 22.52' House Sub Floor OVER "TYVECK' HOUSE WRAP Area Area Number of Area Vent Type Wdth Height SQ Inches SQ Feet Vents of Venting Flood & F Floor Vent 16" x 8" = 123" 1 144 = .88' x 35 = 30.08' within 10 ft. but shall not be less than 3 ft. above the highest point where Total area of venting required 30.00' (FLOOD VENTS ACT AS THE REQUIRED AiR FLOW VENTING) Required 23.50' SOFT. Flood Venting Required At House 28 Vents Required Required 6.50' SQ FT. Flood Venting Required At Garage 7 Vents Required . O 18'-7' Main Ridge Hent. ATTIC VENTING REQUIREMENTS ATTIC AREA NET SQ. FT. OF GROSS SQ. FT. OF SQ. FEET VENT. REQUIRED VENT. REQUIRED 3,275' / 300 = 10.92' / .7 15.6' Total Attic NFVAArea Area Number of Area Vent Type Width Lenghk SQ Inches SQ Feet Vents of Venting Count. Ridge Vent 4" x 30__0" = 1.440" t 144 = 10 00' x I = 10.00' Eave Vent 3_5" x 22" = 33" 1 144 = .27' x 36 = 9.72' Total area of venting provided GROSS SQ. FT. OF 19.72' Total area of venting required VENT. REQUIRED 15.6' 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 • ^^*'_*^_'^^-•^a :n the upper portion of the space to be ventilated at least 3 feet (914mm) omice vents with the balance of the required ventilation provided by ts. nd enclosed rafter spaces formed where ceilings are applied directly to of rafters shall have cross ventilation for each separate space by protected against the entrance of rain or snow. Ventilation openings ion of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. I having a dimension larger than 114 inch (6.4 mm) shall be provided Ant vvife cloth screening, hardware cloth, or similar material with limension of 1116 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) rvui uouca I VIM Front Elevation Plan Scale: 114"- -a" ELEVATION SCHEDULE KEY. DESCRIPTION: S' HARDIE LAP SIDING' O OVER 'MECK"HOUSE WRAP OR PER MIN. T-24 REPORT REQ. < 1� HARDIE BOARD AND BATTEN SIDING WiTH 24" SPACING OVER "TYVECK' HOUSE WRAP O DECOR STONE PER CONTRACTOR (Provide Manufacturer Specifications at time of field Inspection) F Chimney shall extend at least 2 feet higher than any portion of a building O within 10 ft. but shall not be less than 3 ft. above the highest point where V 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 QC} graded to drainsusface water away from foundation walls. The grade shall Nil a minimum of 6 inches (152 than) within the first 10 feet t (3048 mm) © Attic vent opening, with 1/4" min. screen rush covering, equal to not O less than 1/300 of area vented, typ. for all vents. (see T-24 report for 4 requirements). QR905.10.4 Attchement R905.2 Asphalt shingles. The installation of asphalt shingles shall comply with the provisions of this section. Z R905.2.1 Sheathing requirements. Asphalt shingles shall be fastened to solidly IZ sheathed decks <t R905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units Project Information: horizontal (2:12) or greater. For roof slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double Job #: 1520 undedaymernt application is required in accordance with Section R905.2.7. Date: 8(7115 R905.2.4.1 Wind resistance of asphalt shingles. Rev #: 00 Asphalt shingles shall be tested In accordance with ASTM D 7158. Asphalt shingles Authorization By: shall meet the classification requirements of Table R905.2.4.1(1) for the Jason Liebgott appropriate maximum basic wind speed. Asphalt shingle packaging shall bear a DESIGNS AN SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED label to indicate compliance with ASTM D 7158 and the required classification in Sheet Title: - Table R905.2A.1(1). Exception: Asphalt shingles not included in the scope of ASTM D 7158 shall be tested and labeled to indicate compliance with ASTM D 3161 and the required classification in Table R905.2.4.1(2). R905.2.5 Fasteners Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum, or copper roofing naris, minimum 12 gage [0.105 inch (3mm)] shank with a minimum of 3/8 -inch -diameter (10 mm) head, ASTM F 1667, of a length to penetrate through the roofing materials and minimum of 3/4 -inch (19 nun) into the roof sheathing. Where the roof sheathing is less then 314 -inch (19 mm) thick, the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. (Use 15 degree Wire Weld Coli Nails 1 1/4"X.120' (Smooth Shank) or Better) and existing buildings shalt be provided with approved address numbers or letters_ ONew Each character shall be a minimum 4 inches (102 mm) high and a minimum of 0.5 inch (12.7 mm) wide. They shall be installed on a contrasting background and be plainly visible from the street or road fronting the property. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other approved sign or means shall be used to identify the structure_ \/ RldgeLtTttinq r /6 --••--•--•--•--••-----•••••••••--•----------•-� 16-6" Ridge Hght. Ic 7 Flood Vents Per Foundation Plan •-•-- 9-0" Watt H ht. [ju ALL MATERIALS AT OR BELOW BASE FLOOD ELEVATION SHALL BE 1 FLOOD RESISTANT. Stem Wall Line Match 174.5' Finish Floor 5 Right Elevation Plan Scale- 1/4"=1.-0" PERMIT# r�trl , LV DU'n E COUNTY DEVELOPMENT SEriVICES REVIEWED FOR CODE QOMPLIANCE DATE REVIMIJED F"' C0[)i- CC)MP1.IANCE MC 2 9 2015), TRB AND ASS0CIATEs Client Address: CU F �- CF) 0f, V Job Site Location: 0 QC} t L 1 © C r 0 4 ry C 7 0 s Z IZ <t D 0 Project Information: Drafting By: JL Job Name: Miller Job #: 1520 Date: 8(7115 Rev #: 00 Authorization By: Signature only by Jason Liebgott ALL IDEA DE GN AND JS REPRESENTED BY THIS DRAW J ARE THE EXCLUSIVE PROPERTY OF LN DESIGNS AN 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: - Elevations Sheet Number: 0 ■ www_LHdesignsHomes_ corn E 01 McIgeVenting 0 RkiaeVattrn Rear Elevation Pian ��:„4"=,.-T ELEVATION SCHEDULE KEY DESCRIPTION: CO HARDIE LAP SIDING" O6” OVER 'TYVECIC HOUSE WRAP OR PER MIN_ T-24 REPORT REQ. tLj-------------------------------------------- O DECOR STONE PER CONTRACTOR (Provide Manufacturer Specifications at time of field Inspection) O--------------------------------------------- Drainage. OR4013 Surface drainage shall be diverted to a storm sewer conveyance or other .0 approved point of collection that does not create a hazard. Lots stall 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) «0 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). Q8905.10.4 Attdiement R9052 Asphalt shingles. a The Installation of asphalt shingles shall comply with the provisions of this section. Z R9052.1 Sheathing requirements. Asphalt shingles shall be fastened to solidly 0- sheathed decks R905.2.2 Slope. Z Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units n. horizontal (2:12) or greater. For roof slopes from two units vertical in 12 units < horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double underdayment application is required in accordance with Section R9052.7. Project Information: R905.24.1 Wind resistance of asphalt shingles. Asphalt shingles shall be tested In accordance with ASTM D 7158. Asphalt shingles Job #: 1520 shall meet the classification requirements of Table R905.2.4.1(1) for the Date: 817/15 appropriate maximum basic wind speed. Asphalt shingle packaging shall bear a Rev #: 00 label to Indicate compliance with ASTM D 7158 and the required classification in Authorization By: Table R905.2A.1(1). Jason Exception: Asphalt shingles not included in the ALL ISIGNS PIANS REPRESENTED BY THIS NG ARE THE EXCLUSIVE PROPERTY OF LH scope of ASTM D 7158 shall be tested and labeled REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. to indicate compliance with ASTM D 3161 and the Elevations required classification in Table R905.2.4.1(2). R905.2.5 Fastieners Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum, or copper roofing mails, minimum 12 gage [0.105 Inch (3mm)] shank with a minimum of 316 -inch -diameter (10 mm) head, ASTM F 1667, of a length to penetrate through the roofing materials and minimum of 3/4 -inch (19 mm) into the roof sheathing. Where the roof sheathing is less then 3/4 -inch (19 mm) thick, the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. (Use 15 degree Wire Weld Cor Nails 1 1/4"X.120' (Smooth Shank) or Better) Leff Elevation Plan Scale_ 1A"=T-0" PEfiMlf # te f ) 0 tW UPd'i y DEVELOPMENT SERVICES RRIEWED FOR CODE OM -Llt� NCE DATE 1 1, �/ f3Y__ V V4- W.=� T t�z 2 9 201 TR13 AND A SgOCIATES Client Address: iii/ CO � .i C;) o .0 wrrrr ■�wjrw Job Site Location: oa - «0 � C C) CS Q < c� 0 dC a � Z �- 0- �< 0_ Z .J n. < D C* Project Information: Drafting By: JL Job Name: Miller Job #: 1520 Date: 817/15 Rev #: 00 Authorization By: Signature only by- yJason Jason Liebgott ALL ISIGNS PIANS REPRESENTED BY THIS NG ARE THE EXCLUSIVE PROPERTY OF LH DESIG AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERNSSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Elevations Sheet Number: A -z 1 www_LHdesignsHames_corn LHDesignsHomes.com 9) a K, rom rn� ma kax o '' 'tj A. CD 9- -n 0 Z CD m � to i x0 4 ■ T C $ is 7 CD aa co a o APN# APN. C}4(J-11Q-Q78 • �'IC'10E' � M "n o w a c� ID r N � d a a � a •) 1259 White lltlat t 0 Q m ° 'D 8 �n M� 20 5 _ W 3 CO DURHAM, CA 95938 N 0 o 0 d a t3 CD M fR co m Z m m�0o�Ll 9) a K, rom rn� ma kax Cr. 'o '' 'tj A. CD 9- -n 0 Z CD z � to i O 4 ■ h m� 7 O - aa co a o APN# APN. C}4(J-11Q-Q78 0Miller �'IC'10E' � M ''' o o rMWE L OTT ROAD c� ID r z Mopm G7 W X n m � d a 0 '++ o � O •) 1259 White lltlat t 0 Q m ° 'D 8 �n M� 20 5 _ 3 CO DURHAM, CA 95938 N 0 o JY • Chico, CA 95973 a t3 0m M fR co m m�0o�Ll p CS CR W p, � c�D O 3 UWP Q IDI C Q{ W 0 -Za x ' o 0 m m c» o $� - P v 2 a a a !co {)i c rr'mz --g orn 9) a K, rom rn� ma kax Cr. 'o '' 'tj A. CD 9- -n 0 Z CD z � 10► ■ 9) a K, rom rn� ma kax Cr. 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C}4(J-11Q-Q78 0Miller �'IC'10E' � M ''' o o rMWE L OTT ROAD c� / iYi SLl r z Mopm G7 W X n m � d a 0 '++ o � O •) 1259 White lltlat t ' `_O �n M� 20 5 _ 3 CO DURHAM, CA 95938 N 0 o JY • Chico, CA 95973 a t3 0m m m�0o�Ll Q h m� E 8 �i E 2013 California Residential Code: Smoke and Monoxide Detection: 8314.1 Smoke detection andf notification All smoke alarms Malt be listed and labeled in accordance with UL 217 and Installed In accordance with the provisions of this code and the household Ore warning equipment provisions of NEPA 72. Systems and components shall be California State Fire Marshal fisted and approved in accordance with California Code of Regulations, Title 19, Division 1 for the purpose for which they are Installed. 8314.2 Smoke detection systents 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 los Installed using a combination of smoke detector and audible nxotifxation 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 R314A. 8314.4 Rower Source Smoke alarms shall reccleve 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 integrabstrobes that are not equipped with battery backup shall be connected In an emergency electrical system. Smoke alarms shall emit a signal when batteries are low. Wiring shall be permanent and without a disbonnec rig 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 miffed 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 bindings 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,craW 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 additionor replacement of windows or doors, or the addition of a porch or deck. 5. Smoke alarms are permitted to be solely battery operated when wok 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 oiling finishes exposing the structure. R314.5 Intercdxnne tion 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 an of the alarms In the Individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. D(CEPTiONS: 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 alteration 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 coiled provide access fo Interconnection without the removal of Interflex finishes. 3. Smoke alarms are not required to be Interconnected where repairs or alterations are limited to the exterior surfaces of dwelgngs,surch as the replacement of tooling 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 los lirrwted 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 wail or ceiling finishes exposing the structure. R315.1 Carbon nwnciAkle alartris In new constnxHon 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 NEPA 720 and the manufacturer's Instructions. R315,11-1 aritonmonoxi ttetectiansystems Carbon monoxide detection systems that include carbon monoxide detectors and audible notification appliances Installed and maintained In accordance with this section for ca bon monoxide alarms and NFPA 720 shall be permitted. The carbon monoxide detectors shall be listed as corrplyig with UL 2075. 8315.1.2 Power sgoaly 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 shag be directly corrected 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. 8315.2 Carbon niohoxide alarnts in existing d welfirxr tmfts and sleeoina units Ari 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 alamis shall be listed as eorrplyirg with UL 2034 and be installed and maintained In accordance with NFPA 720 and the manufacturer's Instructions 12315.2.4 Powmir suWfv Carbon monoxide alarms shall receive their primary power from the building witting where such wiring is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shag be directly connected kh 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 cin riot result In the removal ofwall and calling 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 afterationns 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 -lin with battery back-up when work Is limited to the installation, after atioror repair of plumbing or mechanical systems or the Installation, alteration or repair of electrical systems, which do not result In the removal of interior wag or ceiling finishes exposing the structure. 5. Other power sources recognized for use by NFPA 720. 2013 California Electrical Code Notes: Residential Uchting 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 farts, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 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 1n kitchens shall bi 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 ft2 may be exempt from the 50% high efficacy requirement when: all koro efficacy itmtinaires In the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a mu*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 fighting 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 pholocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management corftl system (EMCS) not having an override or bypass switch that allows the lurmInaire to be always on. ID(CEPTION 2) Outdoofumihaires used to comply with Ehaceptionni to §i50(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 tours. EXCEPTION 3) Permanenntly Installed luminaires In or around swimming pool, water features, or otter location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. 6) Internaly Illuminated address signs shall comply with Section 148, OR not contain a screwy -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, suppo ld. A fixture that weighs more than 6 pounds or exceeds 16 incus 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 solo support for dialling (paddle) fans per 2010 CEC Art 314.27 (A) & (DI Residential Electrical Outlet Measures: 1) Branch dreuits installed to supply generally illumination and receptacle outlets in dvwailing units, the follawing 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) Ali conductors of the same c"t, including grounding and bonding conductors, shall be eontaned in the same raceway, cable, or trench. 4) AN circus 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 docs. 5) Receptacle outlets in habitable rooms shall be installed so that no point measured horizontally along theflcor fine in anywalt space is more that 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 shaft be installed so that no point along the wall fine is more than 24 inches measured horizontally from a receptacle_ 7) Receptacle outlets shall be of the grounding type, be effectively grounded,and have proper polarity. 8) Receptacles shaft not be installed in the face -up position in countertops orsimiiar work surfaces. 9) Areceptacle outlet shag be installed at each counter space 12 incus or wider, and at each island canter or peninsula space 24 inches by 12 inches or lager. Cotrdertop 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, shag be installed at the front and bads of a dwelling_ 11) At dwellings, grandd-fautf circuit -interrupter (GFCI) protection shag be provided for erg receptacle cutlets installed it 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, pter, armbnalbri-type, installed to provide protection of the branch circuit. 12) AFCi-Arc-Fault Circuit Interrupter (AFCi) Dwelling Units. Al 120 -volts, single phase, 15 -and 20- ampere branch circuits supplying outlets Installed in dwelling unit family rooms, dining rooms, lung rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or similar rooms or areas shag be provided by a listed arc4auft circuit Kitchen Lighting Worksheet Schedule Luminaire Type High Efficacy Watts x Quantity = High Efficacy Watts or Other Watts (2) Flour. 48" Tube Yes 40w x 2 80w (3) Pend. Halogen Light No 20w x 3 806V Total: (A) 160w (B) NIA O0l41PLIES IFA> B x Yes No At least 50% of the total rated wattage of permanently installed luminaires it the kitchen must be i luminaires that are high efficacy luminaires. E 1.) A fisted raceway shall be installed to accomodate a dedicated 2081240 -volt branch circuit which shag originate atthe main service or sub 0 panel and steal terminate irko a listed cabinet, box or other enclosure to facilitate the future instalatiExm and use of Electric Vehicle (EV) rh charges. The raceway shall not be less than 1 inch inside diameter and shall be cmrtinuioms at enclosed, inaccessible or concealed areas and spaces. The service panel andlor subpanel shall provide capacity to install a 40 -ampere min imr rm branch cxmmA The raceway C7i termination location shalt be permanently and visibly marked as 'EV CAPABLE, CALGreen sec. 4.106.4. m 0 2-) Light ng in the garage, laundry roam, and utility rooms shag have high Efficacy fighting and be cortrdled by vacancy sensors_ CA energy 150-0(k)6. 3.) Preside the Folovang at Water Heater. A) 120V electrical receptacle that is within 3 feet from the water heater and accessible to the water heater with no obstructuions. B.) A category 11 or IV vent, or a type B vent with striagtt pipe between the outside temnination and the space where the water heater is installed C.) A condensate drain that is no more than 2 inches higher than the base of the instaRed water healer, and allows natural draining without pump assistance. D.) A gas supply line with a capacity of at least 200,000 BtuRr. E) New tank style water heater shall be provided vAh an approved, listed, adecpately sized combination pressure and temperature relief valve. The relief valve shall be provided with a drain that exstends from the valve to the ourside of the building, vAffi the erns drain not more than 2 feet nor loss Imran 6 inches above ground and parting downward. No part of the drain pipe shall be threaded CPC sections 608.3 & 608.5 Local Intermittent Exhaust Bathroom Ventilation Rate Summary Enter the required fan flow rate (cfm). Bathroom Fan flaw (dm) = 50 (# dmf 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) Etbau accounted W. When no Elbow is used add 15' to max dud length. Maximum Allowable Dud Length (fl) _ 1. Each bathroom in the addition is required to have an exhaust fan ducted to the outside with a minimum ventilation rate of 50 dm_ 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 mans of adjustment_ Continuous Fan Flow (cfm) = 50 Use the fan flow role 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 (n) = 4- Duct Type: Flex Duct Maximum Allowable Dud Length (ft) = 55' 1 Elbow accounted for_ When no Elbow is used add 15' to max duct length- Sound en th_ Sounnd Rating and Continuous Operation: The whole -binding ventilation exhaust fan will operate continuously, and is required to be rated for sound at a maxi m rn of 1 sone. This exhaust fan can be cmtrdled by a standard ontotf switch, bull the switch must be labeled to inform the occupant that the exhaust fan is the whole -budding ventilation exhaust fans and is intended to operate continuously_ Qfan = 0.01 (1080) + 7.5(3 + 1) Ofan =10.80 + 7.5(4) Qfan = 10.80 + 30.0 Qfan = 40.80 of 200 AMP METER -MAIN sur' a breaker Distribution Center GAS MAIN 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. Dud Size (in) = S Duct Type: Flex Duct MaximumAlloroable Duct Length (fl) _ 20' 1 Elbow accounted far_ When no Elbow is used add 15' to max duct length. A kitchen is defined as any roam containing cooking appliances. Each kitchen in the addition is required to have an exhaust fan dulled to the outside with a minimum ventilation rate of 100 cfrn. 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_ --- � GFI WP 0n r (D PENDANTLIGHT / CEILING MOUNTED LIGHT 'LcTJ' (High Efficacy at Exterior) WALL MOUNTED LiGHT W (High Efficacy at Exterior) V_T GFi GFI I Isi IAI ` less If I C rr• ■■ I ii / stil •• W GFI \NP GFuII WP ,) / A Timmer ELECTRICAL LEGEND (D PENDANTLIGHT CEILING MOUNTED LIGHT 'LcTJ' (High Efficacy at Exterior) WALL MOUNTED LiGHT W (High Efficacy at Exterior) RECESSED LIGHT RECESSEDFLORESCENT RECEPTACLE 220 V RECEPTACLE WEATHER PROOFED RECEPT_ 0 F3:C FLOOR RECEPTACLE c= CEILING RECEPTACLE GROUND FAULT INTERRUPT WALL SWITCH 3 3 -WAY SWITCH Y 4 -WAY SWITCH D DIMMER SWITCH TELEPHONE JACK y CABLE JACK T TIMh1ER ® FLUORESCENT LIGHT FLUSH MOUNT FLUORESCENT LIGHT ® CHiME DOOR BELi1GARAGE DOOR SWITCH CM CARBON N40NOXIDE a& SMOKE DETECTOR SD O SMOKE DETECTOR 4 FAN S ® FAWLIGHT COMBINATION rt / I GARBAGE DISPOSAL co -s ■- LIGHT F h ri W �, .� "" _ .. I CEILING FAN and LIGHT �/ ` .mac--_ k` '.` Lighl (Optional) l ` R o I A GAS 1 NATURAL OR LPG 100AMP METER -MAIN -" "►, , . 1 /J /[/ + w/ a breaker ` Distribution Center SD i / oQ w/ a main ground 1- ��-.,�� co � 1 % conductor #6 copper line E_ L -------------------------------J r R R 4L 1 I i Whale 1 3 SD 1 House ------ °----- Lai Fan' - �- -- _ D tf 3 D3J. GFI f-7---6 R - IL� C F r of / Q Q r 1 .w 0 00f 8L77 L ID 4.1 ( � r 4 I 1 F 1 1 P F P' 1 ► 1 / PERMIT 4 pip BUTTE OOl1NTv DEVELOPMENT SERVICES ._.di:d "� �------------.,. � ,.� i FiEVIEI'ED FOR ❑ 1 CODE O UANCE 1 R % / ; ` DATE �u -_ ' ------------------------------ -J 1 1 G I a a �------� D P e -- I D I REXfIFE �14�D FOR CODE COMPL,IANC 111 wP 1 1 vckl WP GFI iJb~E. 2 9 2015 O QRS AND ASSCCIATErc ` 1 1 Electrical Layout Plan - � Scale: 1/4"=1'-(r ri ------------------------------------ Awli--------- - NOTE: ---------------------------------------------------------------L--------_ _ C c 1. See Electrical Notes this sheet for all other requirements_ ',.� ~"-,•. 2_ See Mechani al Notes for all plumbing and mechanical requirements this sheet M1.0_ "`••.. .r ........ ` 3_ Where the height of the passageway is less than 6 feet the distance from the passageway access to the appliance shalt not exceed 20 feet measured along the centerline of the passageway_ 4. Light fixtures in tub or shower or shower enlosures to be fabled" suitable for damp location" Per 2013 CEC Art 410.10 (A) & (D)_ 3:�Cc / 'r.� _ �,,,,. ._. ... �� � �� ,,,.. 5. Tamper -Resistant rek:eptid;als to be 125 -volt, single phase, 15 and 20 -amp recepticals Q 5„r,_„_ ... Installed in addition or any rep>facemerl ooutlets. ■ ■ s: is a 1459 E. Lassen Ave. 140 Chico, CA 95973 Client Address: CU END a) Vfi C1�1 'E f 1 � � V �. 0 . 0 hhnr*u■ � ..� r hrr.r Ts V Job Site Location: 00 00 CIO C) L d r r C L.[. Z""""" «. Q Z � Z ry (L Q D 0 Project Information: Drafting By: JL Job Name: Miller Q Date: 12118/15 Job #: 1520 Date: 10/19115 Rev #: 01 Authorization By: Signature only by. Jason Liebgott ALL DESIGNS AND PLANS REPRESENTED BY THiS D WING ARETHE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION- ANY UNAUTHORIZED FEUSE OF THiS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Electrical Layout Plan Sheet Number: ■ www LHdesignsHomes_com E O X C r1, 31 lir E U ui N O C CD 2013 California Mech. Code: Heating and Air: 509A.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 54:9.5-11 509-4.2. 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 54:9.5.1.11 509.4.3. The passageway shag be unobstructed and shall have solid flooring not less than 24 inches wide from the entrance opening to the appliance. IN FPA 54:9.5.1.21 509.4.4 Work Platform. Alevel working platform not less than 30 inches by 30 inches shag be provided in front of the service side of the appliance. [NFPA 54:9-5.21 509.4.5 Lighting and Convenience Outlet. A permanent 120 -volt receptacle outlet and a fighting fixture shall be installed near the appliance. The switch controlling the fighting fixture shag be located at the entrance to the passageway. IN FPA 54:9.5.31 510-6.2 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, prcMded they are at least 8 feet (2.4 m) from a vertical wag or similar obstruction. Ag other gas vents shall temhinate 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 ceding or roof construction shag 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 shag be measured from the top of the ceding framing members to the underside of the roof framing members. The roughs -framed opening shall not be less than 22 inches by 30 inches (559 mm by 762 mm) and shag be located in a hallway or other readily accessible location. When located in a wall, the opening shag 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 shag be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing members. See the California 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 Typel clothes dryers shall be installed with a minimum clearance of six (6) inches (150mm) from adjacent combustible material. Clothes dryers listed for installation at reduced clearances shag be installed in accordance with their listing. Typel clothes dryers installed in closets shall be specifically fist 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, "shag 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 shag be protected in anapproved manner - Water Heaters: 5082 Protection from Seismic Damage. In seismic design categories C, D, E, and F water heaters shag be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping points shag be at points within the upper one-third (1/3) and lower one-third (113) of its vertical dimensions. At the lower point, a minimum distance of 4 inches (102 mm) shag 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 that open to the garage and are not part of the living 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 549.1.10.11. 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 shag 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 fisted 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 sane 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 A Type B or a Type L gas vent shag 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-) 2013 California Plumb. Code: Plumbing Fixture Notes: 401.1Qualityof Fixtures Plumbing structures shaft be constricted of dense, durable, non-absorbent materials, and shag 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 nationall rec nized app] ica ndards included its Table 14 1. A 402-1-1 Shower Heads [HCD 1 & HCD 21 Showers heads shag be designed and installed so that they will not exceed a water supply flow rate of 1-5 gallons per minute measured at 60 psi. CALgreen Sec. 4-301.4.1. 402.1.2 Faucets [HCD i & HCD 21 Faucets at kitchens, lavatories, wetbars, laundry sinks or other similar use fixtures shag be designed and manufactured so that they will not exceed a water supply flow rate of 1.5 gallons per minute measured at 60 psi. CALgreen Sec. 4-301.4.1. Kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi_ Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2-2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. CALGreen Sec. 4.303AAA General Plumbing notes: 603.2.3 Hose Connection Backflow Preventer. A hose connection baddlosw preventer consists of two independent check valves with an independent atmospheric vent between and a means of field testing and draining. 605.1 Vatves- Valves up to and including two (2) inches (51mm) 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 bat valve shag be a Iugway type with working parts of non -corrosive material. 606.2.1 Copper Water Tube. Joints in copper tubing shall be made by the appropriate use of approved fittings property soldered or brazed together as provided in Section 316-1-3 or 316-1-7 or by means of approved flared or compression fillings in 606-1.1 or 316-1.5. Solder and soldering flux shag conform to Use requirements of Section 316.1.3. Mechanically famed tee fittings shall be made by brazing only and shalt 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 to determined as follows: 1) Determine Use available pressure at the water meter or other source of supply - 2) Subtract one-half (112) 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 fat 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 shag be applied- No building supply pipe shag be less than three quarter (314) 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. A) Gas meters shag be located in ventilated spaces readily accessible for examination, reading, replacement, or necessary maintenance- [NFPA 54:5.7.2.11- 6) Gas meters shag 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; or where they will be subject to excessive corrosion or vibration. C) Gas meters shag be located at least 3 feet (0.9 m) from sources of ignition. D) Gas meters shag not be located where they will be subjected to extreme temperatures or sudden extreme changes in temperature- Meters shag 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 shalt 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 (User.) 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 tour) per cubic foot (L) of the gas in the area of the installation may be obtained from the serving gas supplier 11009119111 Zr 1" DUCT HANGER STRAPPING EARTHQUAKE BRACE / TYPICAL 4 CORNERS 1 112 X 6" L W/ 2- 318'X 1/2' LAGS ♦ t ! 1 BRACING - ATTIC FURN MOUNT DETAIL (1)_ SCALE: N.T.S. MECHANICAL CONSTRUCTION NOTES 1- GAS LINE SIZING ON CONNNECTIONS (BY OTHERS). PRIOR TOGAS PIPE INSTALLATION. 2- FIRE SPRINKLERS TO BE REVI EWED AND APPROVED UNDERA SEPARATE PERMIT (BY OTHERS)_ 3-SEE MANUFACTURERS SPECIFICATIONS AND INSTULLATION REQUIREMENTS FOR THE FOLLOWING, STONE VENEER PER ELEVATIONS, GAS FIRE PLACES, FURNACES, AND WATER HEATERS PER OWNERICONTRACT CHOICE. (BY OTHERS) - 4. SEE T-24 REPORT FOR ALL DUCTED R -VALUES AND REQUIREMENTS. 5. SEET-24 REPORT FOR ALLAICAND FURNACE FOR SPECiFICATiON3 AND REQUIREMENTS. INSTALL ALL MECHANICAL EQUIPMENT AS SPECIFIED ON THE FLOOD ELEVATION STATED ON THE FEMA FIRM ELEVATION CERTIFICATE PERMIT # 1 -2 7 'Il?T= i l9NTY DEVELOPMENT SERVICES REVIEWED FOR COOP COMPLIANCE DATE_ _-.__ J I j Yi B fi FOR CODE COMPLIA!\JCE C"C2 02015 TRS AND ASSOCIATES Mechanical Layout Plan Scale t14,_,.p Notes: 1) Provide enough room under service platform for furnace unit to accommodate installation of R-38 insulation. see truss design) 2) Al 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 handlerwithin the manufactured truss system- 2013 CMC Sections 305 and 904. 5) The passageway shag 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 shag not exceed 20' from the attic access opening if the clearance height is less than 6' in height. (2013 CIBC Section 904.11-2). ttittt>„,� 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 Q footnote 4. 8) Showers and tub/shower combinations shall be provided with individual arm=ntroll valves of the thermostatic mixing, pressure balance or combination valve type- CPC section 408.3. 9) Exhaust ducts shall be a minimum of 4" diameter vented to the outside and equipped with back -draft damper per CMC section 5(M.3.1.Exhaust duct length shall be 14ff maximum with two 90 degree elbows. Ch1C section 504-3.1.2. 10) Exhaust ducts shall terminate ourside of the building and shag be equipped with back -draft dampers. CMC section 504-5. 11) Exhaust ducts shall terminate not less than 3 feet from a property line and 3 feet from any openings into the building- CMC section 504.5. 12.) Attic Amass Opening shall not be less then the size of the attic furnace. CMG section 904. 10.1 i Client Address: W CO U (1J V J fit.. O CU C •U • r•rrr r Job Site Location: 00 00 C:) C) LL ZI.....• Q= Z .`.J D 0 Project Information: Drafting By: JL Job Name: Miller Q Date: 12/18/15 Job #: 1520 Date: 10119/15 Rev #: 01 Authorization By: Signature only by. Jason Liebgott C> a•� ALL ID S, D IGNSAND PLANS REPRESENTED BY THIS DRI G ARE THE EXCLUSIVE PROPERTY OF LH DESIGN, AND SHAH 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: Mechanical Layout Plan Sheet Number: [VI I s www-LHdesignsHomes.com I DIEM .�n • . ttittt>„,� Qt�n • E. Lassen Ave. 140 Chico, Client Address: W CO U (1J V J fit.. O CU C •U • r•rrr r Job Site Location: 00 00 C:) C) LL ZI.....• Q= Z .`.J D 0 Project Information: Drafting By: JL Job Name: Miller Q Date: 12/18/15 Job #: 1520 Date: 10119/15 Rev #: 01 Authorization By: Signature only by. Jason Liebgott C> a•� ALL ID S, D IGNSAND PLANS REPRESENTED BY THIS DRI G ARE THE EXCLUSIVE PROPERTY OF LH DESIGN, AND SHAH 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: Mechanical Layout Plan Sheet Number: [VI I s www-LHdesignsHomes.com 4 IJ 2013 California Residential Code: FOUNDATIONS R403.1.1 Mnirnum size. Mrimun sizes for concrete and masonry footings "I be as set forth in Table R403.1 and Figure R403-1(1). The footing width, W, shall be based an the load-bearing value of the soil in accordance with Table R401.4.1. Spread bortings shag be at least 6 inches (152mm) in thickness, T. Footing projections, P, shall be at least 2 inches (51 mm) and shall rot exceed the thickness of the focitingL The size of footings supporting piers and columns shall be based on the tributary load and allowable soil pressure in accorclaric'e with Table R401.4.1. Footings for wood foundations shag be in accordance with the details setforth in Section R4o3.2, and Figures R403.1(2) and R403L 1(3). R403.1.2 Continuous fooling in Seismic Design Catego-fies, 00, Wand 02 The braced wall panels at exterior walls of buildings located in Seismic Design Categories DO, Wand D2 shall be supported by continuous botings- AN required interior braced wall panetsin buildings with plan dimensions greater than 50 feet (15 240 mm) shall also be supported by continuous footings. 8403.1.3 Seismic reiriforcingConcrete footings located in Seismic Design Categories DO, Dland D2_ as established in Table R3012(1), shall have minimum reinforcement. Bottom reinforcement shall be located a minimum of 3 inches (76 mm) dear from the bottom of the footing. In Seismic Design Categories DQ DI and D2 Mere 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) an center. The vertical bar shall extend to 3 inches (76 mm) clear of the bottom Of the footing, love a standard rock andextend a mininium of 14 inches (357 mm) into the stem wall- In Seismic Design Categories DO, Wand D2 where a grouted masonry stem wag is supported on a concrete footing and stem mall, 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 vvithstenTA-aills. Foundations with stem waft 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 -on -ground With turned -down footings. Slabs on ground with turned down footings shag have a minimum of one No. 4 bar at the lop and the bottom of the footing - Exception: For Nabs -on -ground cast moncifithically wilh the footing, locating one No. 5 bar or two No. 4 bars in the middle third of the footing depth shall be permitted as an alternative to placement at the footing top and bottom- Where the slab is not cast monolithically with the footing, No. 3 or larger vertical dowels with standard books on each end shall be provided in accordance with Figure R403.1A 2. Standard hooks shall comply with Section R611.5.4.5. R403.1.4 tAnimum depth - All exterior footings shall be ptamd at least 12 inches (305 mm) below the undisturbed ground surface. Mere applicable, the depth of footings shall also conform to Sections R403.1.4.1 through R403.1 4.1 Frost protection Except where otherwise protected from frost, foundation wails, piers and other permanent supports of buildinigsand structures shag be protected from frost by one or more of 111-ke following methods: 1. Extended below the frost line specified in Table R3012(1); 2 Constructing in accordance with Section R403.3; 3. Constructing in accordance with ASCE 32; or 4 Erected on solid rock. Exceptions: 1. Protection of freestanding accessory structureswilh an area of 600square L -LA (56 m2) or less, of light-framite construction, with an eave height of 10 feet (3046 mm) or less shag not be required. 2 Protection of freestanding accessory structures, with an area of 400 square feet (37 m2) or less,of other than light -frame construction, with an eave height of 10 feet (3048 mm) or less shall not be required. 3. Decks not supported by a dwelling need not be provided with lboitings that extend below the frost line. Footings shall not bear on frozen soil unless the frozen condition is permanent. R403.1.4.2 Seismic conditions - In Seismic Design Categories DO, D1 and 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 slab. 134021.1.5 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 shaft be Stepped Mere 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 (I 0 -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 exterior molts on monolithic slabs, wood sole plates of braced wall panels at building interiors on monolithic stabs and all wood sill plates shall be anchored to the foundation with anchor bolts spaced amaximum of 6 tied (1829 mm) on center. Botts shall be at Last 1/2inch (12-7 rrwn) in diameter and shall extend a minimum of 7 inches (178 mm) into concrete or grouted Dells 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 bott located not more than 12 inches (305 mm) or less than seven boll diameters from each end of the plate section. Interior bearing mall 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 Wes shall be protected against decay and termites where required by Sections 8317 and R318- Cold -formed steel framing systems shag be fastened b wood sill plates or anchored directly to the foundation as required in Section 13505.31 or R603.3.1 8403-1-6.1 Foundation anchorage in Seismic Design Categories C, DO, Wand D2_ In addition to the requirements of Section R403-1-6, the following requirements shag apply to wood art -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 8602.11-1 shall be provided W all anchor bolts over the full length of required braced wall lines except %there approved anchor straps are used. Property sized cut washers shall be permitted for anchor bolts in wall fines riot containing braced wall panels. 2- Interior braced wag plates shall have anchor bolts spaced at not more than 6 feet (1 M9 mm) on oen- ter aid located within 12 inches (305 mm) of the ends of each plate section when supported an 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 shag be 4 feet (1219 mm) for buildings over two stories in height. 5. Stepped cripple walls shall conform to Section R602.112 6. Where continuous wood foundations in accordance with Section R404.2 are used, the force transfer shall have a capacity equal lot or greater than the connections required by Section 8602.11-1 or the braced well panel shag be connected to the wood foundations in accordance with the braced wall panel-to-noor fastening requirements of Table R6023(1) WOOD FLOOR FRAMING 8502-1 Identification- Load-bearing dimension lumber for joists, beams and girders shall be identified by a grade mark of a lumber grading or inspection age" that has been approved byan 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 lirrited-density omnerbuift rural dwelfings.R502-1.1 Preservative4ealied lumber. Preservative treated dimension lumber shall also be klentiffied as required by Section R317.2. R502.1.2 Blocking and subflooring Blocking shall be a minimum of utility grade lumber. Sublocifing may be a minimum of utility grade- lumber or No. 4 common grade boards. R5021.3 End -jointed lumber. Approved end -jointed lumbier identified by a grade mark conforming to Section 85021 may be used interchangeably with solid -sawn members Of the sane species and grade. End -join ted lumber used in an assembly required elsewhere in this code to have a Ire -resistance rating shall have the designation "Heat Resistant Adhesive or 'HFW included in its grade mark_ R5021.4 Prefabricated wood 1 -jests - Structural capacities and design provisions for prefabricated wood 1 -joists shag be established and monitored in accordance with ASTM D 5055. 8502-4 Joists under bearing partitions. Joists under parallel bearing partitions shall be of adequarle size to support the load. Double joists, 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 perpencliculm 10 joists shall not be offset torn supporting girders, walls or partitions more than the joist depth unless such joists are of sufficient size to carry the additional load 85028 Cutting, driging and notching Structural floor members shall not be cut, bored or notched in excess of the imitations 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 spin. Notches at the ends of the member shaft not exceed one-fourth the depth of the member. The tension side of members 4 inches (102 mm) or greater in nominal thickness shag not be notched except at the ends of the members. The diameter of holes bored or cut into members shall not exceeclone-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 shag not be closer than 2 inches (51 mm) to the notch, R532-8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-larninated members or ljoists are prohibited except Mere 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. FOUNDATION NOTES: 1) Grade all adjacent surfaces to drain away from the foundation. Caulk joints in adjacent concrete surfaces or use an expansion joust. 2)Install gutters and We runoff away from the foundation_ 3)Concrete shag have 28 -day compressive strength d 2500 PSI, with slump not to exceed 4*. Aggregate shall beamaximum of I-1/2"infoundations. 4) Crack control joints to be made at 17 OC Max and may be construction joints or I" saw -cuts made as soon as practical after placing of concrete. 5) Reinforcing bar to be grade 40 Splioe 45 bars to be (grade 60) 30', 94 bars 24", and 93 bars 118". Maintain 3' clearance when poured against soil and 2* elsewhere_ Welded wire mesh (WWM) shall be lapped not toss then two wire spaces. Bars are to be continuous around comers_ 6)All SSTErs required at Brace -Wafts shall be in place prior to foundation inspection_ 7)A44nch think base of 1/2 inch or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which wil address bWedng, shrinkage, and curling, shall be used. 8) A 6 -nil polyethylene vapor retarder with joints lapped not less than 6 inches between the base course or sub grade and the concrete floor slab per 2010 CRC Section R506-2.3 i -W A1C NG COndenecer to Be on Raised pad to be a T "n. Above Flood Concrete -:r M to P Plate Elam (See Site PLan For Eleva ban) r----------------------- 4"GDncrele Slab w1#3 Bars at 24"EM I 7 sand over 10 mit. vapor barrier over 4' clean crushed rock (not road base) or clean pea gravel. ----------------------- mi. 118" SLOPE i t' it IV -1 r -------------------------------------------------- I I --- .................... ---- #VC COND_ Z �S4.0/ 01 ------------------------------------------ r ------ ---------------------- T_ J ---------------------- T --------------------- ------------_-J L_______ - ;!J D - -------------------------------------r r ------ 4C2 > L r Alj_NX� Ll r.J L-1 C eo116 ------------------------ 4- Concrete Slab wir #3 Ban at 24- E -W. C clean crushed rock (rut road base) L4 0 J I 2sand over 10 ml. vapor barrier over or dean pea gravel. 18'7(24- L---------------------- 1 '` i Access. tale k :.-' - I i ' I ' ---------------------- ---- -_-----+_----- ----------- ...1 --------- i;J 1 t i I 1 , , 1 it i - - -a - r ..__.. ----------- ------- ------------ ---------- - - - - - - - - - - - - - - 4x6 Post POPS t ! I Ac, #1 18'X24' DF#1 Access Hole L L ---- ------- !--. L --- ------------- --- - ------- --------- ----------------- + + ----------- ----------- L ------------------- asY I __--,ii �-:__......------ !! 1 1 ,fn t ,i, 1 1 Q .� I i I I I 1 �. 1 X6 Post _-H I It DFff1 114 H - 16v 1+ ( I (I� ' ' I I I I , ,-- ---I__ _:__ ___� i -r -�........... ...... Go jgmt left 143 0 1 �-------•- I a ' i.':...___f ' I -i Tom" 1.-_�_ t i, I I 1 1 t 16 ..... ---- - ------------------------ ----- r"F-J-- !3, fi I _1-- --- I I -} -- _--1 _1 j ,; 1 I I I I I I I I I I'' Access Hole '1 1184124- 2 Zo <F2> ess Hole 1 I 2 4=4.--- r ------ I -0-•-4� - --ilp - 4-41.. - -4 L r 1 .. . :: -I, -+ - 4 Grd' . I �x`12 DF#1 erTypical: I I DF I Girder Typical I i 4x12 DF#i Girder Typical P Iecu ...... ......... L L I . ef 9 11 ............. -it 1 0.d.�:36 I - t 4__ 360 Joilst, j 16fto. 8 .1 -rig- T(J 18'�24' Acrss o 0 H I- Z N S. I I ! I I I i !. ; I_ I I j {...�. j: : I I I I I I I I --..�, I _T A6 lEd I, T ------ ---- ------ 61 L --------- IL -------------- ---------------------------------- . ...................................... .............. .... ............................... ....................... -1i hmEFJ6wmw=tExi Ne. -ft 4 - - ---------------------- - - Da: r ------------ I t-----" -------------------------------------------------------------------------------- -- --------------- --- Concrete Landing 1 0u 01 0�" fit _4 �4 " �Oj' 1 0 1'6-! I7-4 1jr2' 10* V-11 J_ r r - r --------------------------- r 1 i I II 1 - r -----------------------------r----------------------- ---- -tr------- --- - - - - - - - - - - - - - - - - 13, Y c' PERKT 411 -OPMENT SERVICES 'LED FOR MP JANCE DATE7A -- R, 7 V 1 '(7: "!"! E In Foi-I EZ1 2 9 2 0 15 TR B AND ASSOCIATES Foundation Plan Scale 114" = 1'-0" FLOOR FRAMING NOTES: 314" T&G APA rated plywood apply face grain perpendicular to framing, stagger and nail with 10d @ T O_C_ edge and 12" O_C_ field. Edge nail at boundaries, blocking and ShearWaltlocations. 0 Footing Spread and Post See Details 4&5 of Sheet S4_0 119,7e,Wi n 0 11, 1111110,1* , e bb m Drive, Chico CA 95928 Client Address: Lir Co Alk CF) 0 (0 -C Job Site Location: 00 (y) 0 C) L0 < 0 < C) Z < 0 Z J (L < :D I Project Information: Drafting By: A Job Name: Miller Date: 12118115 Job #: 1520 Date: 10/19115 Rev #: 01 Authorization By: Stamped signature only by. Jason Liebgott ALL .'�_ /Is AND PLANS REPRESENTED BY THIS DRAWING ARE THE EXCLUSP,'E PROPERTY OF LH DE SIGNS AND SHALL NOT BE REPRODUCED Wn't-IOUT PRIOR WRITTEN PEMISSM. ANY L14AUTHORIZED REUSE OF THIS DRAWING SHEET OTHERTHAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Foundation & Floor Framing Plan Sheet Number: . .. . ........... Flood Vent Per Requirements, Concrete o (Do Not Place under Hold Downs) Landing M Typical x r----------- ----------- ------------------------------- ----- Ir ---------- ------- 4 --------------------------------- 1\4�;' 10'4: N IsLr to I I I,23' 1 it 10 SLOPE Ir I 4x4 Post r----------------------- 4"GDncrele Slab w1#3 Bars at 24"EM I 7 sand over 10 mit. vapor barrier over 4' clean crushed rock (not road base) or clean pea gravel. ----------------------- mi. 118" SLOPE i t' it IV -1 r -------------------------------------------------- I I --- .................... ---- #VC COND_ Z �S4.0/ 01 ------------------------------------------ r ------ ---------------------- T_ J ---------------------- T --------------------- ------------_-J L_______ - ;!J D - -------------------------------------r r ------ 4C2 > L r Alj_NX� Ll r.J L-1 C eo116 ------------------------ 4- Concrete Slab wir #3 Ban at 24- E -W. C clean crushed rock (rut road base) L4 0 J I 2sand over 10 ml. vapor barrier over or dean pea gravel. 18'7(24- L---------------------- 1 '` i Access. tale k :.-' - I i ' I ' ---------------------- ---- -_-----+_----- ----------- ...1 --------- i;J 1 t i I 1 , , 1 it i - - -a - r ..__.. ----------- ------- ------------ ---------- - - - - - - - - - - - - - - 4x6 Post POPS t ! I Ac, #1 18'X24' DF#1 Access Hole L L ---- ------- !--. L --- ------------- --- - ------- --------- ----------------- + + ----------- ----------- L ------------------- asY I __--,ii �-:__......------ !! 1 1 ,fn t ,i, 1 1 Q .� I i I I I 1 �. 1 X6 Post _-H I It DFff1 114 H - 16v 1+ ( I (I� ' ' I I I I , ,-- ---I__ _:__ ___� i -r -�........... ...... Go jgmt left 143 0 1 �-------•- I a ' i.':...___f ' I -i Tom" 1.-_�_ t i, I I 1 1 t 16 ..... ---- - ------------------------ ----- r"F-J-- !3, fi I _1-- --- I I -} -- _--1 _1 j ,; 1 I I I I I I I I I I'' Access Hole '1 1184124- 2 Zo <F2> ess Hole 1 I 2 4=4.--- r ------ I -0-•-4� - --ilp - 4-41.. - -4 L r 1 .. . :: -I, -+ - 4 Grd' . I �x`12 DF#1 erTypical: I I DF I Girder Typical I i 4x12 DF#i Girder Typical P Iecu ...... ......... L L I . ef 9 11 ............. -it 1 0.d.�:36 I - t 4__ 360 Joilst, j 16fto. 8 .1 -rig- T(J 18'�24' Acrss o 0 H I- Z N S. I I ! I I I i !. ; I_ I I j {...�. j: : I I I I I I I I --..�, I _T A6 lEd I, T ------ ---- ------ 61 L --------- IL -------------- ---------------------------------- . ...................................... .............. .... ............................... ....................... -1i hmEFJ6wmw=tExi Ne. -ft 4 - - ---------------------- - - Da: r ------------ I t-----" -------------------------------------------------------------------------------- -- --------------- --- Concrete Landing 1 0u 01 0�" fit _4 �4 " �Oj' 1 0 1'6-! I7-4 1jr2' 10* V-11 J_ r r - r --------------------------- r 1 i I II 1 - r -----------------------------r----------------------- ---- -tr------- --- - - - - - - - - - - - - - - - - 13, Y c' PERKT 411 -OPMENT SERVICES 'LED FOR MP JANCE DATE7A -- R, 7 V 1 '(7: "!"! E In Foi-I EZ1 2 9 2 0 15 TR B AND ASSOCIATES Foundation Plan Scale 114" = 1'-0" FLOOR FRAMING NOTES: 314" T&G APA rated plywood apply face grain perpendicular to framing, stagger and nail with 10d @ T O_C_ edge and 12" O_C_ field. Edge nail at boundaries, blocking and ShearWaltlocations. 0 Footing Spread and Post See Details 4&5 of Sheet S4_0 119,7e,Wi n 0 11, 1111110,1* , e bb m Drive, Chico CA 95928 Client Address: Lir Co Alk CF) 0 (0 -C Job Site Location: 00 (y) 0 C) L0 < 0 < C) Z < 0 Z J (L < :D I Project Information: Drafting By: A Job Name: Miller Date: 12118115 Job #: 1520 Date: 10/19115 Rev #: 01 Authorization By: Stamped signature only by. Jason Liebgott ALL .'�_ /Is AND PLANS REPRESENTED BY THIS DRAWING ARE THE EXCLUSP,'E PROPERTY OF LH DE SIGNS AND SHALL NOT BE REPRODUCED Wn't-IOUT PRIOR WRITTEN PEMISSM. ANY L14AUTHORIZED REUSE OF THIS DRAWING SHEET OTHERTHAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Foundation & Floor Framing Plan Sheet Number: . .. . ........... CU00Z CrCL Client Address: W M� Job Site Location: r Project Information: Drafting By: JL Job Name: Miller a Date: 12113/15 Job #: 1520 Date: 10119/15 Rev #: 01 Authorization By: Stamped signature only by Jason Liebgatt ALL fD 51GN5 AND PIANS REPRESENTED 6Y THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS ANDSHALL NOT 8£ FE-PRODxiC£D WITHOUT PR€dei WRITTEN FEFAIISSIOrJ. ANY UNAUTHORIZED REUSE OF THIS r1RA:WItJG SHEET D THERTHAN FOR THE PRDJ ECTAND LOCATION SHOLtTI is PROHIBITED - Sheet 2013 California Residential Code: FRAMING NOTES 1) All wood to be DF& #2 unless otherwise noted WALL CONSTRUCTION ---- ------ R602.3.2 Top plate. 2) Holes in wood and steel members for bolts stall be the bolt diameter plus 1116" /� Wood stud walls shaft be capped with a double top plate installed to provide overlapping at corners and - - - - - - - - - - - - irhtersectians with bearin partitions. Erol ' 'nts in t 3) Nails at structural ral panels edges shall have 3/8" edge distance and nail heads shag be driven flush but not penetrate the face of the pane(. g p to op plates shall be offset at least 24 itches (610mn). Joints . in plates need not occur over studs_ Plates shaft be not less that 2 -inches (51 mm) nominal thickness and g have a width at least equal to the width of the studs. 4} No place d structural sheathing shaft be less than 24" in width. t.3.3 Bearing studs. 5) Nailing not specified shaft be per. CRC 2010 table 602.3 (1). Where joists, trusses or rafters are spaced more than 16 inches (406 mm) on center and the bearing studs r below are spaced 24 inches (6 10 mil of center, such members shall bear within 5 inches (127 mvn} of the 6) In exterior walls and bearing partitions, any wood stud is I I J perrrrited to he cut or notated � a depth not exceeding 25% of its width. Cutti rig or I I studs beneath_ notching of studs to a depth not greater than 40% of the width of the stud is permitted in non-bearing partitions supporting no loads other than ire 4x4 Post weight at the partition. DF#1 I Post 8602.3.4 Bottom (sole) plate. 4*b p.tf1 E Studs shall have full bearing on a nominal 2 -by (51 mm} or larger plate or sill having a width at least equal b 7) A hoe not greater in diameter than 40% of the stud width is permitted to be bored in aU. rty wood stud. Bored toles nxX greater than 609b Of the width p 8 the width Dt itte studs. Of the stud are permitted in non-bearing partitions or in airy wail where each bared stud is doubted, provided not more than too such successive tV 2 R6Q2.3 4.1 Rtxiert proofing. doubted studs are so bored. In no case shall the edge of the bored hole be nearer than 518" to the edge of the stud. Bored hoes shell not be located at 4x4 Post the same section oithe stud as a cut or notch E Amina spaces around pipes, electric cables, conduits or other Openings in bo tto rni plates at exterior 4x4 Post + r i. lr DF41 O walls shall be protected against the passage of rodents by dosing such openings in accordance with the 8 Use 10 16ds each side Of ate splices at roof level_ Okay .+ r ; I _ California Green Building Slandl Code, Chapter 4, Division 4.4 ) ( } top fl P al t8r inspection DF#1 + G'++ C 8602.3.5 Braced wail Patel uplift load path. t l i oy Braced wall panels located at exterior wags that support roof rafters or trusses (including stories below top oU story) shag have the framing members connected in accordance with one of the fdiowing: r'I _ 1_ Fastening in accordance with Table R602.3(t) vahae:t_i. The basic wind speed does not exceed i 0 (This only applies to fasteners used for fastening pressure treated framing members.) mph (40 mill the wind exposure category is B, the roof pitch is 5:12 or greater, and the �+ rf • _y All fasteners shag be of hot dipped zine -coated galvanized steel, stainless steel, silicon bronze, root span is 32 feet (9754 mm) or less, or 12. The net uprrft value at the top of a wall does ++ rr ; ( 0 or capper and the foundation bolts to be mechanically deposited zinc coated - permitted riot exceed 100 pt. The net uplift value shat) be determined b accordance with Section R80211 and shag be + !! y permitted to be reduced by 60 plf (86 N/mmi for each fug volt above. + i r i • U. :I N 2_ Where the net uplift value at the top of a wall exceeds 100 plf (146 Nrmm), instafting approved upliftframing connectors to provide a continuous load path from the top of the wail to the foundation +� ! � H or to a poirt where the uplift force ii DO plf (146N/mm) or tens. The net uplift value shag be as ++ +r I M determined in Item 1.2 above. 3_ Wag sheathing and fasteners designed in accordance with accepted engineering practice to resist combined uplift and shear forces �t + R602.4 Interior load-bearing walls. + it ktterK.x load-bearing walls shag be constructed, framed and fireUoctded as specified for exterior wags. r I +t Wali Framing Fasteners TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS T. Bt iii comer studs 10d (3" x 0.128"} 24" o. c. 8_ Buitt-tp header, two pieces with 112" spacer 16d (31/2" x 0.135') 16" ac. along each edge+ ,) 9. Continued header, two pieces 16d (3112" x 0.135"} 16" o. c. along each edge 10. Continuous header to stud, ter= nail 4-8d (2112" x 0.113"} / t 11. Double studs, face nail 10d (3" x 0.128") 24" o.c. 12. Double top plates, face nail 10d (3" x 0.128") 24" ac. I % bag 13. Doug top plates, face nail A face reit to tapped area 8-16d (31/2" x D.135"j L=12' -D" 14. Sole plate to joist or flocking, face nag 16d (3112" x 0.135) 16" o.c. I 15- Sole plate to joist or blocking at braced wall panel, 3-16d (3112" x 0.135'] 16" o_c. 16. Stud to sole plate, be nal 3-8d (21/2" x 0.1131 or 2-16d 3112" x 0.135 � � 17 17_ Top or sole plate to stud, end nail 2-16d (3112" x Q135") 18. Top plates, laps at corners and intersections, face nal J I ------------- 19. 1" brace to each stud and plate, face rail i1x Q i 2 staples 1314" 20. 1" x 6" sheathing to each bearing, face nail 2-8d (2112" x 0.113') 2 staples 1314" I � - - - - - - - - - - - - - - - - - - - - - - - - - - - -O 21.1" x 8" sheathing to each bearing, face roil 2-8d (211Y x 0.113"} 3 staples 1314" L=q•-0- L=6'-0" I 22. Wider than V x 8" sheathing to each bearing, face mai 3-8d (2111" x 0.113"} 4 staples 1314"I it �-• Q <t> O r-------------------- ----I I I I 1 v491 I AXE ` ' 1 I D1 I 1 1 O IIIIIIIIIIIIIIIIIIIIIIIIIIII 1 --------------------- ---------------- 4x6 Post - - - - - - - - Place Panel First DF#1 t-► �`i °ct• p'4' arc _ `� 6x12 DF#1 •`s _ ti ----------------- ---- f _ ------ --- -- L-12'-0" ------------- _ HDR 6x12 DF#1 6x63 DF#1' .11 41, HDR HDR '2 �, � b xr chi X out #1 � 4 J O J I I 1 I I I � I I s I 1 I I I I I i i i i PERM!T l# ------ ' 1 I I I I r- „� BUTTE ;1iU DEVELOPMENT SERVICES o (Cl REVIFWED FOR 1 (Y�ry�`�, I I I I I e:J+../t�'r.. 0��^��� l?"$F'dieE --- I I I I I 1 I I 1 f I o1 a M kip ® 00 L ------------- d - - - - - - - - - � I � 1 E 117 FOR CODEC i f# I J k Li IO.✓,�' ANCE E ------------------- 'rJ -- -- it DF#1 --� ,-- PIF r--- - 6x12 DF#1 � AND ASSOCIA-FES DR c::::: _ ��` .��-----------------------------0 -'_ _ - si A A iE L=4' -p- U_ I Lo 6 U. <= I <4 J • f' m • 5��p• ._.__ 6x12 DF#1 Beam ---- 6x12 DF#1 Beam -____ , ll ------------------------------ F SSeeeSheet$s.1 ' Shear Plan 6x HDR Per Framing Notes I rt41- V 6 O �q l I E ---------------------- �- Typical U.N.O. Q 1 AB 1 ' w AB O L-3'-0" L=3' -fl" O < BRACED -WALL SCHEDULE MARK DESCRIPTION THREE PLY MilMfrgJM 318" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONG AXIS PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE 6d COMMON OR DEFORMED SHANK (2" X 0.113"} AT 6" O.C. EDGES AND 12" O.C. FIELD, ALL HORIZONTAL EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OF THE STUDS. 1T2 A.B. AT T2" O.C. 1t2 GYPSUM BOARD APPLIED OVER STUDS i6" O.C. AtJDC NAILING 15'8' DRYLNALL SCREWS OR EQUIVALENT PER C.B.C. AT 7" O.C. FIELD AND EDGES. ALL HORIZONTAL 2 EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OF THE STUDS. 112 ANCHOR BOLTS 72 O.C_ @ SLAB OR SILL NAILING Wi 16 d (c�6" O.C_ � RAISED FLOOR (INT_ &EXT. WALLS). THREE PLY MINIMUM 378" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONG AXIS PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE Sd COMMON OR AB DEFORMED SHANK (2.5" X 0.131"} OR GALVANIZED BOX (2.5" X 0.113"} AT 6" O.C. EDGES AND 12" O.C. FIELD- ALL HORIZONTAL EDGES TO BE BLOCKEDiNITH BLOCKING THE SIZE OF THE STUDS. gdSTAt1_ t�U2-SD52.5s ON DOUBLE STUDS OVER SSTBZO" gdSTAf11I2" A.B. AT OUTSIDE QUARTER POINTS OF BRACE WALL Title: .Braced -Wall Layout Plan Sheet 2013 California Residential Code: FRAMING NOTES 1) All wood to be DF& #2 unless otherwise noted WALL CONSTRUCTION ---- ------ R602.3.2 Top plate. 2) Holes in wood and steel members for bolts stall be the bolt diameter plus 1116" /� Wood stud walls shaft be capped with a double top plate installed to provide overlapping at corners and - - - - - - - - - - - - irhtersectians with bearin partitions. Erol ' 'nts in t 3) Nails at structural ral panels edges shall have 3/8" edge distance and nail heads shag be driven flush but not penetrate the face of the pane(. g p to op plates shall be offset at least 24 itches (610mn). Joints . in plates need not occur over studs_ Plates shaft be not less that 2 -inches (51 mm) nominal thickness and g have a width at least equal to the width of the studs. 4} No place d structural sheathing shaft be less than 24" in width. t.3.3 Bearing studs. 5) Nailing not specified shaft be per. CRC 2010 table 602.3 (1). Where joists, trusses or rafters are spaced more than 16 inches (406 mm) on center and the bearing studs r below are spaced 24 inches (6 10 mil of center, such members shall bear within 5 inches (127 mvn} of the 6) In exterior walls and bearing partitions, any wood stud is I I J perrrrited to he cut or notated � a depth not exceeding 25% of its width. Cutti rig or I I studs beneath_ notching of studs to a depth not greater than 40% of the width of the stud is permitted in non-bearing partitions supporting no loads other than ire 4x4 Post weight at the partition. DF#1 I Post 8602.3.4 Bottom (sole) plate. 4*b p.tf1 E Studs shall have full bearing on a nominal 2 -by (51 mm} or larger plate or sill having a width at least equal b 7) A hoe not greater in diameter than 40% of the stud width is permitted to be bored in aU. rty wood stud. Bored toles nxX greater than 609b Of the width p 8 the width Dt itte studs. Of the stud are permitted in non-bearing partitions or in airy wail where each bared stud is doubted, provided not more than too such successive tV 2 R6Q2.3 4.1 Rtxiert proofing. doubted studs are so bored. In no case shall the edge of the bored hole be nearer than 518" to the edge of the stud. Bored hoes shell not be located at 4x4 Post the same section oithe stud as a cut or notch E Amina spaces around pipes, electric cables, conduits or other Openings in bo tto rni plates at exterior 4x4 Post + r i. lr DF41 O walls shall be protected against the passage of rodents by dosing such openings in accordance with the 8 Use 10 16ds each side Of ate splices at roof level_ Okay .+ r ; I _ California Green Building Slandl Code, Chapter 4, Division 4.4 ) ( } top fl P al t8r inspection DF#1 + G'++ C 8602.3.5 Braced wail Patel uplift load path. t l i oy Braced wall panels located at exterior wags that support roof rafters or trusses (including stories below top oU story) shag have the framing members connected in accordance with one of the fdiowing: r'I _ 1_ Fastening in accordance with Table R602.3(t) vahae:t_i. The basic wind speed does not exceed i 0 (This only applies to fasteners used for fastening pressure treated framing members.) mph (40 mill the wind exposure category is B, the roof pitch is 5:12 or greater, and the �+ rf • _y All fasteners shag be of hot dipped zine -coated galvanized steel, stainless steel, silicon bronze, root span is 32 feet (9754 mm) or less, or 12. The net uprrft value at the top of a wall does ++ rr ; ( 0 or capper and the foundation bolts to be mechanically deposited zinc coated - permitted riot exceed 100 pt. The net uplift value shat) be determined b accordance with Section R80211 and shag be + !! y permitted to be reduced by 60 plf (86 N/mmi for each fug volt above. + i r i • U. :I N 2_ Where the net uplift value at the top of a wall exceeds 100 plf (146 Nrmm), instafting approved upliftframing connectors to provide a continuous load path from the top of the wail to the foundation +� ! � H or to a poirt where the uplift force ii DO plf (146N/mm) or tens. The net uplift value shag be as ++ +r I M determined in Item 1.2 above. 3_ Wag sheathing and fasteners designed in accordance with accepted engineering practice to resist combined uplift and shear forces �t + R602.4 Interior load-bearing walls. + it ktterK.x load-bearing walls shag be constructed, framed and fireUoctded as specified for exterior wags. r I +t Wali Framing Fasteners TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS T. Bt iii comer studs 10d (3" x 0.128"} 24" o. c. 8_ Buitt-tp header, two pieces with 112" spacer 16d (31/2" x 0.135') 16" ac. along each edge+ ,) 9. Continued header, two pieces 16d (3112" x 0.135"} 16" o. c. along each edge 10. Continuous header to stud, ter= nail 4-8d (2112" x 0.113"} / t 11. Double studs, face nail 10d (3" x 0.128") 24" o.c. 12. Double top plates, face nail 10d (3" x 0.128") 24" ac. I % bag 13. Doug top plates, face nail A face reit to tapped area 8-16d (31/2" x D.135"j L=12' -D" 14. Sole plate to joist or flocking, face nag 16d (3112" x 0.135) 16" o.c. I 15- Sole plate to joist or blocking at braced wall panel, 3-16d (3112" x 0.135'] 16" o_c. 16. Stud to sole plate, be nal 3-8d (21/2" x 0.1131 or 2-16d 3112" x 0.135 � � 17 17_ Top or sole plate to stud, end nail 2-16d (3112" x Q135") 18. Top plates, laps at corners and intersections, face nal J I ------------- 19. 1" brace to each stud and plate, face rail i1x Q i 2 staples 1314" 20. 1" x 6" sheathing to each bearing, face nail 2-8d (2112" x 0.113') 2 staples 1314" I � - - - - - - - - - - - - - - - - - - - - - - - - - - - -O 21.1" x 8" sheathing to each bearing, face roil 2-8d (211Y x 0.113"} 3 staples 1314" L=q•-0- L=6'-0" I 22. Wider than V x 8" sheathing to each bearing, face mai 3-8d (2111" x 0.113"} 4 staples 1314"I it �-• Q <t> O r-------------------- ----I I I I 1 v491 I AXE ` ' 1 I D1 I 1 1 O IIIIIIIIIIIIIIIIIIIIIIIIIIII 1 --------------------- ---------------- 4x6 Post - - - - - - - - Place Panel First DF#1 t-► �`i °ct• p'4' arc _ `� 6x12 DF#1 •`s _ ti ----------------- ---- f _ ------ --- -- L-12'-0" ------------- _ HDR 6x12 DF#1 6x63 DF#1' .11 41, HDR HDR '2 �, � b xr chi X out #1 � 4 J O J I I 1 I I I � I I s I 1 I I I I I i i i i PERM!T l# ------ ' 1 I I I I r- „� BUTTE ;1iU DEVELOPMENT SERVICES o (Cl REVIFWED FOR 1 (Y�ry�`�, I I I I I e:J+../t�'r.. 0��^��� l?"$F'dieE --- I I I I I 1 I I 1 f I o1 a M kip ® 00 L ------------- d - - - - - - - - - � I � 1 E 117 FOR CODEC i f# I J k Li IO.✓,�' ANCE E ------------------- 'rJ -- -- it DF#1 --� ,-- PIF r--- - 6x12 DF#1 � AND ASSOCIA-FES DR c::::: _ ��` .��-----------------------------0 -'_ _ - si A A iE L=4' -p- U_ I Lo 6 U. <= I <4 J • f' m • 5��p• ._.__ 6x12 DF#1 Beam ---- 6x12 DF#1 Beam -____ , ll ------------------------------ F SSeeeSheet$s.1 ' Shear Plan 6x HDR Per Framing Notes I rt41- V 6 O �q l I E ---------------------- �- Typical U.N.O. Q 1 AB 1 ' w AB O L-3'-0" L=3' -fl" O < BRACED -WALL SCHEDULE MARK DESCRIPTION THREE PLY MilMfrgJM 318" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONG AXIS PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE 6d COMMON OR DEFORMED SHANK (2" X 0.113"} AT 6" O.C. EDGES AND 12" O.C. FIELD, ALL HORIZONTAL EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OF THE STUDS. 1T2 A.B. AT T2" O.C. 1t2 GYPSUM BOARD APPLIED OVER STUDS i6" O.C. AtJDC NAILING 15'8' DRYLNALL SCREWS OR EQUIVALENT PER C.B.C. AT 7" O.C. FIELD AND EDGES. ALL HORIZONTAL 2 EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OF THE STUDS. 112 ANCHOR BOLTS 72 O.C_ @ SLAB OR SILL NAILING Wi 16 d (c�6" O.C_ � RAISED FLOOR (INT_ &EXT. WALLS). THREE PLY MINIMUM 378" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONG AXIS PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE Sd COMMON OR AB DEFORMED SHANK (2.5" X 0.131"} OR GALVANIZED BOX (2.5" X 0.113"} AT 6" O.C. EDGES AND 12" O.C. FIELD- ALL HORIZONTAL EDGES TO BE BLOCKEDiNITH BLOCKING THE SIZE OF THE STUDS. gdSTAt1_ t�U2-SD52.5s ON DOUBLE STUDS OVER SSTBZO" gdSTAf11I2" A.B. AT OUTSIDE QUARTER POINTS OF BRACE WALL Title: .Braced -Wall Layout Plan Sheet O U U) 4) a 2 �I 8 E 2013 California Residential Code: ROOF CONSTRUCTION - CUT STACK R802.3 Framing details - Rafters shall be framed to ridgeboard or to each other with a gusset plate as a tie. Ridge board shall be at least 1 -inch (25 mm) nominal thickness and rot less in depth than the cut and of the rafter. At erg valleys and hips there shall be a valley or hip rafter not less than 2 -inch (51 mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point Where the roof pitch is less than three units vertical in 12 units horizontal (25 -percent slope), structural members that support rafters and ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. R802.3.1 Ceiling joist and rafter connections. Ceiling joists and rafters shag be nailed to each other in accordance with Table M02.5.1(9), and the rafter shall be nailed to the top wall plate in accordance with Table R602.3(1). Ceiling joists shall be continuous or securely joined in accordance with Table R802.5.1(9) More theymest over interior partitions and are nailed to adjacent rafters to provide a oxrntlnuous tie across the building when such joists are parallel to the rafters- Where ceiling joists are not connected to the rafters at the top wall plate, joists connected higher in the attic shall be installed as rafter ties, or rafter hes shall be installed to provide a continuous tie. Where ceiling joists are not parallel to rafters, rafter ties shall be installed. Rafter ties shalt be a minimum of 2 inches by 4 inches (51 mm by 102 mm) (nominal), installed in accordance with the connection requirements in Table R8025.1(9), or connections of equivalent capacities shall be provided. Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with accepted engineering practice. Collar ties or ridge straps to resist wind uplift shall be connected in the Lipper third of the attic space in accordance with Table R602.3(1)_ Collar ties shall be a minimum of 1 inch by 4 inches (25mm by 102 mm) (nominal), spaced not more than 4 feet (1219 mm) on center. R802.32 Cuing joists lapped_ Ends of ceiling joists shag be lopped a minimum of 3 inches (76 Trim) or butted over bearing partitions or beans and toenaifed to the bearing member. Where ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R8 02.5.1(9) and butted joists shall be tied together in a mariner to resist such thrust. Joists that do not resist thrust shag be permitted to be nailed in accordance with Table R602.3(1). R802.5 Allowable rafter spans. Spans for rafters shall be in accordance with Tables R802.5.1(1) through R802 -5 -1(8) - For other grades and species and for other loading conditions, referto theAF&PA Span Tables for Joists and Rafters. The span of each rafter shall be measured along the horizontal projection of the rafter. R802.5.1 Purlins_ Installation of purlins to reduce the span of rafters is permitted as shown in Figure R802.5.1- Purhnns shall be sized no less than the required size of the rafters that they support. Purrs shalt be continuous and shall be supported by 2 -inch by 4 -inch (51 mm by 102 mm) braces installed to bearing waits at a slope riot less than 45 degrees (0.785 rad) from the horizont at. The braces shag be spaced not more than 4 feet (1219 mm) on center and the unbraced length of braces shall not exceed 8 feet (2438 tart). R302.6 Bearing. The ends of each rafter or ceiling joist shag have not Less than 1 12 inches (38 mm) of bearing on wood or metal and not less than 3 inches (76 mm) on masonry or concrete. The bearing on masorry or concrete shall be direct, or a sill plate of 2 -inch (51 mm) minimum nominal thickness shall be provided under the rafter or ceiling joist The silt plate stall prove a minimum nominal bearing area of 48 square inches (30 665 mm2). 10 Roof Sheathing Per Roof Framing Notes (This Sheet) � i! ss mggregrs) I I _ ,�,.���'"'� pug c• l0Y �2` .rte^ r I — Girder Truss—---------------- —Girder Truss— �, I �•, r I I l ,N q r !!I _<_ 7• Truss ------------- -- -'"`���A I , I 1 1 I X 1 1 Q�pc — — Girder Truss r ' - r apt N j l—�-� b 0 ZD 7:1 7:12'�I' Truss 4x4 Past DF#1 44 Post DF#1 •/� A. `�' � � •i� %?. .J '`• III I � ..P. �. , .� O,>. � 1 ;� _°• <= r- III! I // ,,. ,, I S/DSC4RA- SJDSC4R/L gll I _ Drag Truss — _'4}r—__— i Drag Truss -- .-_-- 1II --I��...:.Y�::_:--::�.::":—�:::::C::—.'•: _ =�—:=.Y�•�•_-1 .II1II rt'H—eaitder - 1II' 1I 4 . —,— — ' I• 4x6 Post See Roof Framing Notes I )I% DF#1(rhis Sheet) , `' rercuss r- VJ8 i -'t i ©#tra rag Drag Truss - ILA HDtH �}�t � I I ,,� �, II � L� � �'~-•��...=._. I I I I � �• '' I I -��, ` _� g; I I.I 46 Post - I � i CD 7.12 7:12 W. I. � .,,� •III ; , ! I I------- -------- -----_ � .._ �. � .._.—_.. .- Pro T N m --'_._-r �I j�I-�-- -- � �a. I �`- i +�1T 1tT�a�d I .� 11 I .CP .........:::::::::.:::::__ i ,S R 24 fuss �� I I •,:a�. � .III � � I I I i----------------------------------------- R --------------------- ----, I_-,.::___� - �- I IIII I I_.._ .._ ri.._ --- '------------. – ---- __ – _� I _ ° fill VIII !! I ( I ml+teered r 1 -- --- 13 I�— 'n ' CD i t7 Ma a .5-I N to C? �I... I I +� I Not - • 2x4 Flat O.R. @ 2'-0" O -C. /Y/, TT I O•C, isy here$ a i 11111 h i41 i s I iI Ride I Ride T Ulf __ �- --- - I r--1 ! f N I I I I I-'',. ysa I Q ... II 1 C' I I l.__l I I ' i•----- ----I I .•-.1 � i <° a I I ` I I _ I --1? 7:12 Main Ride 7:12 :41 0 I ,? Am �. = I I � I 1 55g5 -- ---- J `1 t .- ci i- .2" 2tip I ° N—� pL---------- I a.I kill I N I I I.r------- ..3- I::I �+ III', ST292rl I__....____._+ I I 1-°��- ( II t 11 °� 6x12 DF#1 4x8 DF#1 ` ----��—`'�� �HDR ilL --- -- -IMI Il I•__ - � j _----- - II ST292 Drag Truss Truss Blocking I I I Truss Blocking Drag Truss I ,f 11 I s. I I .E , ;`x:121 �o l Ali ,��`"�D L ' ra QAC I � �SN�g l �• ! �� r0cg' � � � �� i ..' '�`�,F '� �3I i O t'D<�' � �' �� t,� ' y @r IL j I , ' X 0 N � 91e k D_ .9 I m 0 h Xf I I I0 a�s1. ip �- -_ - 1 6x12 DF#1 Beam I : ; 1 I l t• -� 6x12 DF#t Beam I :• .�._.�.�._.�.�. _ 7.12 7.12 .._.. ' 1 ...... a L� O -H. ROOF FRAMING NOTES: 1) Roof sheathing to be unblocked 15132" 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 DF41. 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 nal 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 113 of beams; rafters, or joists. k,�-77 PERMii ft _ BUTTE COUNTY DEVELOPMENT SERVICES EVIEVJED FOR 001 E COMPLIANCE DATE___ x TRB A ID ASS° CA IA T E �. 110 + 13 hiI i i'I in D tori;N. 'n ' Client Address: 1 V lam. a) M co) =`�� #� 0) r0r� - W CD �V N .C- Job Site Location: 00 L0 t r c� O o C� 0 Z-. OL < lt O= Z .-J CY_ Q Project Information: Drafting By: JL Job Name: Miller Job #: 1520 Date: 10/19/15 Rev #: 01 Authorization By: Stamped Sgnature only by: Jason Liebgott . rl� 4-. ALLIDEAS, £S11 !SAND PLANS REPRESENTED BY THIS DRAWING ARE THE EX 7WE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODLrED WITHOUT PRIOR WRITTEN PERh1ISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET ©THERTHAN FOR THE PROJECTAN D, LOCATION SHfYM IS PROHIBITED. Sheet Title: Roof Framing Layout Plan E PLY AND ROOF DIAPHRAM PER. PLAN E.N. P - PLAN SOLO LAVE BLOCK BLOCKING _ x PRE-ENGINEERED TRUSS wl SIMP. H1 2x DBL INSTALLED AT TOP PLATE EACH TRUSS 2x STUD AT 16' O -C. TYPICAL ROOF EAVE DETAIL (10) DBLTOP PLATE TRUSS BLOCKING DETAIL (9) NO SCALE 2 X BOTTOM PLATE PROVIDE CONTINUOUS CAULK BEAD BETWEEN BOTTOM PLATE AND FLOOR SHT'G SUBFLOOR PER PLAN K 10 PT SILL RIP TO STEM THICKNESS 4D TREAT CUT SIDE WITH COPER GREEN POLYSTYRENE SILL SEAL FLOOR JOISTS PER PLAN 12" DIA. X 10" AB. w/ PLATE WASHER 3" X 3" x 2297YP 72" O.C. (7" MIN. a system P.T. 4x4 Post MARK PLAN DIMENSIONS PER BRACE WALL BRACE -WALL AXB SCHEDULE DAP F2 PLATE WASHER 12" 10" SIMPSON ITS HANGER W/ 30# 7-6"X 2'-6" 6' FELT BETWEEN END OF • PER- PLAN �ryi -w spread AND STEM WALL footing 3"X 3"x -229"TYP per plan8" CONCRETE STEM j�3.. WALL L• • _ Girder Post i Footing Detail (7) .C. VERT. ALTERNATE HOOK 112-gf X 12" 2 X 6 BOTTOM `•'a..�._.•.',-.-,-r`,..'� - \„ `� � ,�1 s,Y.. 'M" "ri ;Lae, 1c^ is .• _ .\. REINFORCE WrrH #A46"O.C.E.W. ���.�_-_-'-c-b"' "may, • J -BOLT PROVIDE CONTINUOUS T CLR. TYP. FOOTING SPREAD (6) CAULK BEAD BETWEEN BOTTOM PLATE AND FLOOR 2xPTLL 2x STUD CONCRETE 1 - SHT'G 16` O.C. w! SLAB PER. FNDN PLAN SUBFLOOR PER PLAN 2x P.T. Sin and• DBL 2x T.P. PAVEMENT & SUBGRADE EDGE NAIL 2 X 8 PT SILL RIP TO STEM THICKNESS ' • BY OTHERS I SHEATHING TO 51L AND TREAT CUT SIDE WITH COPER GREEN s CONCRETE - _ - _ _ -------- PLATE - POLYSTYRENE SILL SEAL09 SLAB PER FLOOR JOISTS :.�:.. :. • s•Rrf,V _ } PLATE PER PLAN 1 1l2" UP ® #4 ELLS W L - - 7 - 117 DIA- X 10' A - AB PER. BRACE- �, OPE GARAGE DOOR SL� '� 24"LEGS _ . -B. W PLATE WASHER WALLSCHEDULE r''" OPENING @24" O.C. rrII� • 3" X 3" x .229"TYP 72"O.C.(7"MIN. EMBEDMENT)OR r. �- PER BRACE WALL #4 T&B .- �!` Irl SCHEDULE DAP 2" CLR % _ < .'I VENT NAT. SOIL : :' : : • �, ' : : : �'- - _ � J : �� .. SIMPSON ITS HANGER W1310# FLOOD AND ,• �.: % .; 6• MIN.. % :, % , % , �. ;•; ^; % :;• % ,;• % : : ± ,• % r;• �. ,, �I , % % ; �• , �• ' FELT BETWEEN END OF JOIST FOUNDATION VENT. LOCATE _ 6' CONCRETE STEM ; ; . 3 ? v i b ', r AND STEM WALL VENTS AWAY FROM POINT : �- . �, = m o a r 5 , I N LOADS AND SHEARWALL #4 VERT. @ 4 -0 O.C. " , NAT. GRADE HOLDDOWNS ABOVE ��-. IN WALL & 7 CLR. , - I 6" CONCRETE STEM WALL WI #4 HORIZ & GRADE • i - EACH SIDE OF VENT CONCRETE (2) NAT SLAB PER. i #4@4' O.C. VERT. - NAT. SOIL #4 (1)T & (1)B FNDN PLAN ALTERNATE HOOK = (iR MIN. : #4(1)T&(1)B .. . 3' CLR. MIN. • \• ' ` - - •1,• +• 12" MIN. 1 j2' MIN, FLOOD AND FOUNDATION VENTING(4) - EXTERIOR GARAGE FOOTING (3) GARAGE SLAB TO DRIVEWAY (2) TYPICAL ANCHOR BOLT (1) NO SCALE NO SCALE NO SCALE NO SCALE 12" (2) #4 DONT. BOTTOM NOTES: NOTES: 1) SLOPE NATIVE OR FILL WITH A MIN. SLOPE OF 50/6 FOR THE FIRST 10' FROM EDGE OF FOUNDATION 1) PROVIDE (2) BOLTS MIN. PER PIECE OF SILL PLATE. 2) WHERESTEM WALL IS AT A HEIGHT GREATER THEN 2'-6" WITH AMAX. HEIGHT OFC -D- USE #4 AT 2) USE SAME METHOD FOR INTERIOR LOCATIONS WHEREA.B. ARE REOUIRED 12" O.C- VERT. AND#4 AT 12" O.C. HCR - TYPICAL T E A L L DETAIL 3)12" X 12" FOOTING REQUIRED AT AB BRACE -PANEL LOCATIONS w1(2) #4 BARS TOP AND BOTTOM V 1 Y ! Y V V SEE S2.0 FOR AB BRACE -PANEL LOCATIONS. NO SCALE PLY AND ROOF DIAPHRAM PER. PLAN E.N. P - PLAN SOLO LAVE BLOCK BLOCKING _ x PRE-ENGINEERED TRUSS wl SIMP. H1 2x DBL INSTALLED AT TOP PLATE EACH TRUSS 2x STUD AT 16' O -C. TYPICAL ROOF EAVE DETAIL (10) DBLTOP PLATE TRUSS BLOCKING DETAIL (9) NO SCALE 2 X BOTTOM PLATE PROVIDE CONTINUOUS CAULK BEAD BETWEEN BOTTOM PLATE AND FLOOR SHT'G SUBFLOOR PER PLAN K 10 PT SILL RIP TO STEM THICKNESS 4D TREAT CUT SIDE WITH COPER GREEN POLYSTYRENE SILL SEAL FLOOR JOISTS PER PLAN 12" DIA. X 10" AB. w/ PLATE WASHER 3" X 3" x 2297YP 72" O.C. (7" MIN. a system P.T. 4x4 Post (2) #4 CONT. BOTTOM INTERIOR STEM WALL DETAIL (8) NO SCALE BRACE CONNECTION TO TRUSS T.C. BRACE CONNECTION TO TOP PLATE GABLE END BRACING DETAIL (12) NO SCALE TOP CHORD 2x4 BLOCK @16.0c. BTWN. TRUSSES (2) MIN. AT BRACE FAINELS EN. PER --` BRACE -WALL SCHEDULE DBL 2x T.R. FOOTING SCHEDULE MARK PLAN DIMENSIONS PER BRACE WALL R51*1201, AXB SCHEDULE DAP F2 i 12" 10" SIMPSON ITS HANGER W/ 30# 7-6"X 2'-6" 6' FELT BETWEEN END OF • ��\gid\�GOGiJ�rO�����J�y ��\�7��4;Q`.�i �ryi -w spread AND STEM WALL footing per plan8" CONCRETE STEM j�3.. WALL L• • _ Girder Post i Footing Detail (7) .C. VERT. ALTERNATE HOOK (2) #4 CONT. BOTTOM INTERIOR STEM WALL DETAIL (8) NO SCALE BRACE CONNECTION TO TRUSS T.C. BRACE CONNECTION TO TOP PLATE GABLE END BRACING DETAIL (12) NO SCALE TOP CHORD 2x4 BLOCK @16.0c. BTWN. TRUSSES (2) MIN. AT BRACE FAINELS EN. PER --` BRACE -WALL SCHEDULE DBL 2x T.R. FOOTING SCHEDULE MARK PLAN DIMENSIONS THICKNESS O AXB T-6" X 1'-6" F2 7-0" x T-0` 12" PRE-ENGINEERED TRUSS (1) SIMPSON DTCs Q EACH Q3)16d NAILS EACH SIDE 2x STUD AT 16" O.C. F3.5 3'-6"X 3'�fi�,t FOOTING SCHEDULE MARK © PLAN DIMENSIONS AXB THICKNESS F1.5 T-6" X 1'-6" 10" F2 7-0" X 2'-0" 10" F2.5 7-6"X 2'-6" 10" F3 3'-0" X 3'-0" 10" 10" F3.5 3'-6"X 3'�fi�,t >a011, V. tErra 1, j�3.. _ `•'a..�._.•.',-.-,-r`,..'� - \„ `� � ,�1 s,Y.. 'M" "ri ;Lae, 1c^ is .• _ .\. REINFORCE WrrH #A46"O.C.E.W. ���.�_-_-'-c-b"' "may, • T CLR. T CLR. TYP. FOOTING SPREAD (6) PLY AND ROOF DIAPHRAM E.N. PER. PER. PLAN /'--PLAN 010 "1 (1) SiN DTC Cc N PERMIT i#- . -H.. -R1 CERVI ES BUTTE f DATE Evi FOR COAL COMPLIANCE, DEC Z 9 2015 TRB AND ASSOCIATES PRE-ENGINEERED E.N- PER. BRACENVALL SCHEDULE RACE -WALL E R PLAN iTLO 16" O.C. BTRACE-WALL1j I I J PER- PLAN BRACE -WALL BETWEEN TRUSSES BRACE -WALL LOCATED UNDER TRUSS TRUSS TO TOP PLATE AT I �TERIOR BRACE -WALLS (11) NO SCALE Client Address: CU 1" ?>> LIM 7I (0 r srrr Job Site Location: C� �L 47 'dp• 00 e < VVV♦♦♦ r Q Z ., Q. """I ry Project Information: Drafting By: JL Job Name: Miller Job* 1520 Date: 10119115 Rev #: 01 Authorization By: Stamped signature only tsy: Jason Liebgott f ALL EAS, SIGNS AND PLANS REPRESENTED BY THIS DRAAING ARE E :CLUSC'E PROPERTY OF LH DE SIGNS AND SHALL NOT BE FT -PRODUCED WITHOUT PRIOR WRITTEN IERMISSIOi4. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHERTHAN FOR THE PROJECTAND LOCATION SHOWN IS oiomarTED.. Sheet Title: Details Sheet Number: www.LHdesig nsHames.corr 07- T