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B16-2783 000-000-000
E U vi a) E 0 2 c a) Q J E 0 U vi () 0 _ U) C rn a) Q _ J - -- 2013 California Residential Code: Glazing: R311.6 Hallways Except as indicated in Section R308.1.1 each pane of glazing installed in hazardous locations as defined The minimum width of a hallway shall be not less than 3 feet (914 mm). in Section R308.4 shall be provided with a manufacturer's designation specifying who applied the designation, R311.7 Stairways designating the tyoe of glass and the safety glazing standard with which it complies, which is visible in the final 108 Sq Ft installation. The designation shall be acid etched, sandblasted, ceramic -fired, laser etched, embrossed, or be of a type which once applied cannot be removed without being destroyed. A label shall be permitted in lieu of the Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height manufacturer's designation. and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side Total 1s Floor Square t t q Footage To Remain of the stairways at and below the handrail height, including treads and landing, shall not be less than 31 1/2 inches EXCEPTIONS: (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both 1. For other than tempered glass, manufacturer's designations are not required provided the bulding official sides. approves the use of a certificate, affidavit or other evidence confirming compliance with this code. 2. Tempered spandrel glass id permitted to be identified by the manufacturer with a removable paper designation. EXCEPTION: The width of the spiral stairways shall be in accordance with Section R311.7.10.1. R308.1.1 Identification of Multiple Assemblies R311.7.2 Headroom Multipane assemblies having individual panes not exceeding 1 square foot (0.09 m) in exposed area shall have at The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2032 mm) measured least one pane in the assembly identified in accordance with Section R308.1. All other panes in the assembly shall vertically from the sloped line adjoininghe tread nosing or from the floor surface of the landing or platform on that be labeled "CPSC 16 CFR 1201" or "ANSI Z97.1" as appropriate. portion of the stairway. R308.2 Louvered Windows or Jalousies EXCEPTION: Where the nosing of treads at the side of a flight extend under the edge of a floor Total (N) Structure Area 4,213 S opening through which the stair passes, the floor opening shall be allowed to project horizontally Regular, float, wired or patterned glass in jalousies and louvered windows shall be no thinner than normal 3/16 into the required headroom a maximum of 4 3/4 inches (121 mm). inch (5 mm) and no longer than 48 inches (1219 mm). Exposed glass edges shall be smooth. M ) ('� Job Site Location: Stair, Tread, Handrails. and Guard Rails: R308.2.1 Wired Glass Prohibited Wired glass with wire exposed on longitudinal edges shall not be used in jalousies or louvered windows. R311.7.5 Stair treads and risers R308.3 Human Impact Loads Stair treads and risers shall meet the requirements of this section. For the purposes of this section all dimensions L0 and dimensioned surfaces shall be exclusive of carpets, rugs or runners. Individual glazed areas, including glass mirrors in hazardous locations such as those indicated as defined in R311.7.5.1 Risers Section R308.4, shall pass the test requirements of Section R308.3.1. r EXCEPTIONS: The maximum riser height shall be 1. Louvered windows and jalousies shall comply with Section R308.2. 7 3/4 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The 2. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 3. Glass unit masonry complying with SectionR610. 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that the opening between treads R308.4 Hazardous Locations 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 Exception: The opening between adjacent treads is not limited on stairs with a total rise of 30 inches for the purpose of glazing. (762 mm) or less. R308.4.1 Glazing In Doors R311.7.5.2 Treads Glazing in all fixed and operatable panels of swinging, sliding and bifold doors shall be considered a hazardous The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measuredhorizontally between location. the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any fight of stairs shall not exceed the smallest by more than 3/8inch (9.5 mm). EXCEPTIONS: 1. Glazed openings o1a size through which a 3 -inch -diameter (76 mm) sphere is unable to pass. R311.7.5.2.1 Winder treads 2. Decorative glazing. Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured between the vertical planes of R308.4.2 Glazing Adjacent Doors the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a Drafting By: JL 2-7-17 minimum tread depth of 6 inches (152 mm) at anypoint within the clear width of the stair. Within any flight of stairs, Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing is the largest winder tread depth at the walkline shall not exceed the smallest winder tread by more than 3/8 inch (9.5 with a 24 -inch (610 mm) arc of either vertical edge of the door in a closed postion and where the bottom exposed mm). Consistently shaped winders at the walkline shall be allowed within the same flight of stairs as rectangular edge of the glazingis less than 60 inces (1524 mm) above the floor or walking surface shall be considered a treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. hazardous location. Authorization By: Signature only by: R311.7.5 Stair treads and risers EXCEPTIONS: THI DRAWL G ARE THE EXCLUSIVE PROPERTY OF LH DE GNS ASND SHALL NOT BE REPRODUCED WITHOUT 1. Decorative glazing. Stair treads and risers shall meet the requirements of this section. For the purposes of this section all dimensions 2. When there is an intervening wall or other permanent barrier between the door and the glazing. and dimensioned surfaces shall be exclusive of carpets, rugs or runners. 3. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed position. Cover 4. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazingin this R311.7.5.1 Risers application shall comply with section R08.4.3. 5. Glazing that is adjacent to the fixed panel or patio doors. The maximum riser height shall be 7 3/4 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by R308.4.3 Glazing in Windows more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that the Glazingin an individual fixed or operable panel that meets all of the following conditions shall be considered a Pe P 9 opening between treads does not permit the passage of a 4 -inch -diameter (102mm) sphere. hazardous location. Exception: The opening between adjacent treads is not limited on stairs with a total rise of 30 inches 1. The exposed area of an individual pane is larger than 9 square feet (0.836 m ); (762 mm) or less. 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 than 36 inches (914 mm) above the floor; and R311.7.5.2 Treads 4. One or more walking surfaces are within 36 iches (914 mm), measured horizontally and in a straight line, of the glazing. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measuredhorizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. EXCEPTIONS: The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8inch (9.5 mm). 1. Decorative glazing. 2. When a horizontal rail is installed on the accessible side(s) of glazing 34 to 38 inches R311.7.5.2.1 Winder treads (864 to 965mm) above the walking surface.The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and be a minimum of 1 1/2 inches (38 mm) in cross sectional Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured between the vertical planes of height. the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a 3. Outboard panes in insulating glass units and other multiple glazed panels when the bottom edge glass is 25 feet minimum tread depth of 6 inches (152 mm) at any point within the clear width of the stair. Within any flight of stairs, (7620 mm) or more above grade, a roof, walking surfaces or other horizontal [within 45 degrees (0.79 rad) of the largest winder tread depth at the walkline shall not exceed the smallest winder horizontal] surface adjacent to the glass exterior. tread by more than 3/8 inch (9.5 mm)" Consistently shaped winders at the walkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread R308.4.5 Glazing and Wet Surfaces depth. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, R311.7.8 Handrails bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface shall be considered a Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. hazardous location. This shall apply to single glazing and all panes in multiple glazing. R311.7.8.1 Height EXCEPTION: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool, or swimming pool. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope,shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). R308.4.6 Glazing Adjacent Stairs and Ramps EXCEPTIONS: Glazing where the bottom exposed edge of the glazing is less than 36 inches (914 mm) above the plane of the 1. The use of a volute, turnout or starting easing shall be allowed over the lowest tread. 2. When handrail fittings or bendings are used to provide continuous transition between flights, transitions at adjacent walking surface of stairways, landing between flights of stairs and ramps shall be considered a winder treads, the transition from handrail to guardrail, or used at the start of a flight, hazardous location. the handrail height at the fittings orbendings shall be permitted to exceed the maximum height. EXCEPTIONS: 1. When a rail is installed on the accessible sides(s) of the glazing 34 to 38 (864 to 965 mm) above the walking R312.1 Guards surface. The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) witout uards shall be provided in accordance with Sections R312.1.1 through R312.1.4. contaction the glass and be a minimum of 1 1/2 inches (38 mm) in cross sectional height. 2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. R312.1.1 Where required R308.4.7 Glazing Adjacent to thottom Stair Landing Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches (914 Glazing adjacent to the landing at the bottom of the stairway where the glazing is less than 36 inches (914 mm) mm) horizontally to the edge of the open side. Insect screening shall not be consideredas a guard. above the landing and within 60 inches (1524 mm) horizontally of the bottom tread shall be considered a R312.1.2 Height hazardousocation. EXCEPTION: The glazing is protected by a guard complying with Section R312 and the plane of the glass is more Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than42 inches (1067 mm) high measured vertically above the adjacent walking surface, adjacent fixed seating or than 18 inches (457 mm) from the guard. the line connecting the leading edges of the treads. Means of Egress: EXCEPTIONS: 1. Guards on the open sides of stairs shall have a height not less than 34 inches (864 mm) measured vertically R311.1 Means of Egress from a line connecting the leading edges of the treads. 2. Where the top of the guard also serves as a handrail on the open sides of stairs, the top of the guard shall not all ns of egress shall All dwellings shall be provided with a means of egress as provided in this section. The mea g i from a line be less than34 inches (864 mm) and not more than 38 inches (965 mm) measured vertically o provide a continuous and unobstructed path of vertical and horizontal egress travel from all portions of the dwelling connecting the IeadinE edges of the treads. to the exterior of the dwelling at the required egress door without requiring travel through a garage. R312.1.3 Opening limitations R311.2 Egress Door Required guards shall not have openings from the walking surface to the required guard height which allow At least one egress door shall be provided for each dwelling unit. The egress door shall be sidehinged, and shall passage of a sphere 4 inches (102 mm) in diameter. provide a minimum clear width of 32 inches (813 mm) when measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). The minimum clear height of the door opening shall not be less than 78 Exceptions: stop. Other doors shall not d he bottom of theit he to of the threshold too height measured from tr es 1981 mm in h1. inch p9 ( 99 of guard, shall not stair, formed b the riser, tread and bottom rail a The trian ula openings sat the open side f to , P 9 P Y "I o noble from inside the be required to comply with these minimum dimensions. Egress doors shall be readily pe allow passage of a sphere 6 inches (153 mm) in diameter. dwelling without the use of a key or special knowlesge or effort. 2. Guards on the open side of stairs shall not have openings which allow passage of a sphere 4 3/8 inches (111 mm) in diameter. R311.3 Floors and Landings at Exterior Doors R303.9 Required Heating There shall be a landing or a floor on each side of each exterior door. The width of each landing shall not be less ' n f 36 inches 914 mm measured in the have minimum dimension 0 Eve landing shall ha a Every than t he door served. ( ) 9 dwelling unit Shall design temperature in Table R 301.2 1 is below 60'F 16 C eve dw I t When the winter , 9 P O ( ) every 9 direction of travel. Exterior landings shall be permitted to have a slope not exceed 1/4 unit vertical in 12 units be provided with heating facilities capable of maintaining a minimum temperature of 68'F(20'C) at a horizontal (2 -percent). point 3 feet (914 mm) above the floor and 2 feet (610 mm) from exterior walls in all habitable rooms EXCEPTION: Exterior balconies less than 60 square feet (5.6 m ) and only accessiblefrom a door are permitted to at the design temperature, The installation of one or more portable space heaters shall not be used have a landing less than36 inches (914 mm) measured in the direction of travel. to achieve compliance with this section. R311.3.1 Floor Elevations at the Required Egress Doors NOTE: See section R301.1.1.1. for limited-desity owner -built rural dwelling. Landings or finished floors at the required egress door shall not be more than 1 1/2 inches (38 mm) lower than the top of the threshold. EXCEPTION: The landing or floor on the exterior side shall not be more than 7 3/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. Where exterior landings or floors serving the required egressdoor are not at grade, they shall be provided with access to grade by means of a ramp in accordance with Section R311.8 or a stairway in accordance with Section R311.7. O L0 ti Proposed Addtition I 242' Existing Tennis Court Power Pole (E) it Y U a7 .Q a� a m 0 Power Pole (E) Ii''Ltne I QFC/ t Setback ;I NA I 1)1;A41 tl)r T JAT-O',T'I'll ',AI M r r r i r i _ r 258' 20' Rear Setback Line Existing Pool Existing r Septic Tank 4 -- -- and Leach Line 0 T �0 0 a I11�o \ \I Existing Residence Remodeled Design Criteria: R301.2.2.2.1 Weights of materials. Average dead loads shall not exceed 15 pounds per square foot (720 Pa) for the combined roof and ceiling assemblies (on a horizontal projection) or 10 pounds per square foot (480 Pa) for floor assemblies, except as further limited by Section R301.2.2. Dead loads for walls above grade shall not exceed: 1. Fifteen pounds per square foot (720 Pa) for exterior light -frame wood walls. 2. Ten pounds per square foot (480 Pa) for interior light -frame wood walls. Table R602.10.3(4). Adjustment Factor = (1.0)(1.2)(1.0)(1.0) = 1.2. Required Adjustment factor used of 2.0 Roof and wall dead loads are less than 15 psf each, as well as less than 25 psf total Adjustment factor per R602.10.3(4) is 1.2 times the required length from R602.10.3(3) catagory D2. Wall dead load: 11spf Roof dead load: less then 15psf Snow Load: N/A Wind Load: 110 mph at 3 sec. gust Soils Clasification: SD Soils Bearing Values: 1,500 psf Siesmic Design Category: D1 Project Information: Project Description: Proposed Remodel is to demo the Existing 2nd Story and rebuild with a new floor layout and roof strucutre. Also incuded in plan is a Proposed Living Room Addition and Rebuilt Entry Way/Patio Area. Please see plans for further information. Main Residence - Number of Stories: (2) Fire Sprinklers: N/A Year Built: 1984 Occupancy Class: R -3/U Building Use: Residence Code Analysis- 2013 C.P.C., 2013 C.M.C. See M1.0 Aplicable Codes: 2013 C.G.C. See C.S. 2013 C.R.C. See C.S. and E1.0 2013 C.E.C. See Sheet E1.0 2013 California Energy Code See T-24 (BY OTHERS) Construction Type: V -B • Site Layout Los Scale 1" = 20'-0" NEW SQ. FT. FIGURES EXISTING SQ. FT. FIGURES 'vi Area 1 078 S Ft E 1st Floor Living ea Sq () 9 1st Floor Living Area (E) 9 Sun Room & Entry (Demo) 1 272 S Ft q - 198 Sq Ft Rebuilt Living 198 Sq Ft (N) 1st Floor Living Area 345 Sq Ft (E) Patio Covered (Demo) 108 Sq Ft (E) Carport & Shop 594 Sq Ft (E) Carport & Shop 594 Sq Ft 96 S Ft Sq Total 1s Floor Square t t q Footage To Remain 1 560 S Ft , q Total 1st FloorArea 2,312 Sq Ft (E) 2nd Floor Living Area To Be Remodeled 945 Sq Ft (E) 2nd Floor LivingArea 945 Sq Ft (N) 2nd Floor Living Area 198 Sq Ft (E) Balcony (Demo) -198 Sq Ft (E) Deck Area 662 sq ft. (E) Deck Area 662 sq ft. (N) Balcony Area 96 Sq Ft Total 2nd Floor Square Footage To Remain 1,607 Sq Ft Total 2nd Floor Area 1,901 S�Ft Total Struct. Area to Remain 3,527 Sq Ft Total (N) Structure Area 4,213 S 5DRIP460HI L•�Z�Y-1La MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE FheP's (BestManagP's listed are miconditions. f� Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over * construction grade fabric. All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets * are wet or during a rain event there shall be no tracking of soils onto the street. * Wattles installed s lled P P Y ro erl behind curb or sidewalks. * Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. * Internal filt placed laced inside each drain inlet. * Trash bars across the back of all drain inlets. Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. * (Straw or erosion blankets may be used for this application). Stabilize all slopes where erosion could occurand cause silt run 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 properly. Do not let items such as drywall mud boxes, * paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for * this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. 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 SITE/LOT SPACIFIC. A PLAN SHALL BE SUBMITTED WITH EACH PERMIT APPLACTION I 16 Patches Dr. Chico,CA 95928 I Client Address: ry (r) V ^, O oU W 5 �J W O ■ - .fir M ) ('� Job Site Location: -0 Lo 11L�/c L0 M �--� r 00 nU O 0 \\_ O 4t M Z^ M Q NO I.L I W M Project Information: Drafting By: JL 2-7-17 Job Name: Minetti Job #: 1635 Plan Check Date: 10/10/16 A 5-2-17 Rev #: 00 Plan Check Authorization By: Signature only by: Jason Liebgott AL IDEAS ESIGNSAN PLANS REPRESENTED BY THI DRAWL G ARE THE EXCLUSIVE PROPERTY OF LH DE GNS ASND SHALL NOT BE REPRODUCED WITHOUT PR OR WRITTEN PERMISSION. ANY UNAUTHORIZED REU'St OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED" Sheet Title: Cover Sheet 11 Sheet Number: 11 i, c 0 U N N E 0 2 rn c rn N 17J Existing 2nd Floor Ilan Scale 1/4" = 1'-0" 1 1-1 .auua.w-1-1 o,a41 ay rL i LHy DeFs s o yg i3ull�ling ansa- S' . ing x- sig o'` uin ,3o s91 ss9 Patches16 ..; Client Address: ' n W (�� `�+ L J T ��♦♦ V♦ 0 W W 0 > CY ■ .+J M Job Site Location: �U-) C— C6 L0 Q C..) 0 a� C— a � 0> � 0 G) c0 r---. CO Project Information: Drafting By: JL O 2-7-17 Job Name: Minetti Job #: 1635 Plan Check Date: 10/10/16 A5-2-17 Rev #: 00 Plan Check Authorization By: Signature only by: Jason Liebgott P ALLilDEAS, ESIGNSAND NS REPRESENTED BY THISPRAW) GARETHE EXCLUSIVE PROPERTY OF LH DESI NS, ND SHALL NOT BE REPRODUCED WITHOUT PRIG ITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Existing Floor & Demo Plans E U vi E O rn U) N n J SECT2 C>- Q W A3.0 D r^ r nc or: Fxictinn A2.0 RFAR CONSTRUCTION SCHEDULE KEY: DESCRIPTION: ACCESS 22'X30" w/ ELECTRICAL SWITCH AND LIGHT. OATTIC R807.1 Attic access. r Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. 0 Bathroom Snacing Bathtub and shower floors and walls above bathtubs with installed shower heads and OR307.Bathtub in the shower compartments shall be finished with nonabsorbent surface. Such wall — surfaces shall extend to the height of no less than 6 feet (1829 mm) above the floor. ■� Cu heater fire box mounted 18" above finish floor with approved seismic strapping OWater to wall. To have an energy factor beloe .58. (see T-24 Report for more info.) W Garage door shall be equipped with solid wood doors not less than 13/8 inches (35 mm) in thickness, solid or honeycomb core steel doors not less than 13/8 inches (35 mm) thick, or 20 -minute fire -rated doors. Doors shall be self-closing and self -latching. Sill Note: All exterior sills plates will be sealed to meet energy effciency standard 2.4 residential manual. Caulking must be applied between the bottom plate and floor. "A u BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE "A CONSTRUCTION NOTES 1. For all pex installations, a completed "request to use pex pipe" orm must be submitted an approved be the building official. 2. All exterior sill plates will be sealed to meet energy efficiency standards 2.4 residential manual. Caulking must be applied between the bottom plate and floor at exterior walls. 3. Windows in sleeping rooms to have a maximum sill heighy of 44", and have an opening of 20" wide x 24" high minimum. 4. Windows within 24" of a swinging door, or 24" of floor, are to be tempered, laminated of wire glass. 5. Shower doors or windows in showers or tub/showers shall be tempered or laminated safety glass. 6. Windows to be double glazed low 'E' type. 7. Window model, type, style, finish and make to be approved by owner. 8. Window sills to be lower then 24" except office (30") to be tempered, laminated of wire glass. 9. Glass in windows within 24" of the latch side of the door to be tempered or laminated glass. 10. Glass in door units or transomd to be tempered, laminated or wire glass. 11. Floors and landings at exterior doors. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) m. 12. Floor elevations at the required egress doors. Landings or floors at the required egress door shall not be more than 11/2 inches (38 mm) lower than the top of the threshold. Exception: The exterior landing or floor shall not be more than 73/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. 13. A 10 mil (0.006 inch; 152 mm) polyethylene or approved vapor retarder with joints lapped not less than 6 inches (152 mm) shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course exists. 14. High windows in toilets and laundry to be 12" from ceiling at head. Des g n LEIo: ulldrnsrafti 4gs gGorisuNfig (53till 89 -1 $9n Client Address: ' n r 0 ^V,♦ — W ■� Cu CU 0 W 0 W W M� Job Site Location: -0 Lr) W (fl V CU LO = =3U 0 0 `�T Off` W T� V I (l^) .C) M Project Information: Drafting By: JL 2'7'17 Job Name: Minetti Job #: 1635 Plan Check Date: 10/10/16 A5-2-17 Rev #: 00 Plan Check Authorization By: Signature only by: Jason Liebgott i ALL IDEAS, D�IGNSAND P NS REPRESENTED BY PROPERTY OF LH THIS 13RAWIN,^ ARE THE EXCLUSIVE DESIGNS A b SHALL NOT BE REPRODUCED WITHOUT PRIOE VOTTEN PERMISSION. REUS F THIS DRAWING ANY UNAUTHORIZED SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. 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Patio 0'-0" Main Floor Hght. 25'-0" Ridge Hght. From Grade 8'-0" Plate Hght. , E 8'-8" 2nd Floor Hght. O-------------------------------------------------- 8'-0" Plate Hght. c0i J vi aD R905.2 Asphalt shingles. E The installation of asphalt shingles shall comply with the provisions of this section. 0 R905.2.1 Sheathing requirements. Asphalt shingles shall be fastened to solidly = Hardie Trim c Board Typic o (Per Owner 0 0 2 J 0'-0" Main Floor Hght. Structure Rebuilt 2nd Floor and Roof Structure e+-lit•AtClOd P%UU1L1U1 I 1-%uuIuvi I Left Elevation Plan Scale: 1/4"=1'-0" Rebuilt 2nd Floor and Roof Structure ATTIC VENTING REQUIREMENTS ATTIC AREA NET SQ. FT. OF GROSS SQ. FT. OF SQ. FEET VENT. REQUIRED VENT. REQUIRED 1,600' / 300 = 5.34' / .7 = 7.63' NFVAArea Area Number of Area Vent Type Width Lenght SQ Inches SQ Feet Vents of Venting Upper Count. Ridge Vent 4" x 10'-0" = 480" / 144 = 3.34' x 1 = 3.34' Upper Eave Vent 3.5" x 22" = 39" / 144 = 27 x 12 = 3.24' Lowe r Count. Ridge Vent 4" x 44=0" = 192" / 144 = 1.34' x 1 = 1.34' Lowe r Eave Vent 3_5" x 22" = 39" / 144 = 27' x 4 = 1.08' Total area of venting provided GROSS SQ. FT. OF 9.00' Total area of venting required VENT. REQUIRED 7.63' Attic Venting Notes 1) The total net free ventilating area shall not be less than 1/150 of the area of the space ventilated except that reduction of the total area to 1/300 is permitted provided that at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914mm) above the eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. 2) Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, hardware cloth, or similar material with openings having a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. rY ELEVATION SCHEDULE KEY: DESCRIPTION: O-------------------------------------------------- --- ---- ------------------------ OR905.10.4 <9> Attchement v R905.2 Asphalt shingles. The installation of asphalt shingles shall comply with the provisions of this section. R905.2.1 Sheathing requirements. Asphalt shingles shall be fastened to solidly sheathed decks R905.2.2 Slope. o Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units ^� 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 underlayment application is required in accordance with Section R905.2.7. R905.2.4.1 Wind resistance of asphalt shingles. Asphalt shingles shall be tested in accordance with ASTM D 7158. Asphalt shingles ACJ W shall meet the classification requirements of Table R905.2.4.1(1) for the appropriate maximum basic wind speed. Asphalt shingle packaging shall bear a label to indicate compliance with ASTM D 7158 and the required classification in Table R905.2.4.1(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 M 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 nails, 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 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 Coil Nails 1 1/4" X.120" (Smooth Shank) or Better) Drainage. OR401.3 Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection that does not create a hazard. Lots shall be graded to drainsurface water away from foundation walls. The grade shall fall a minimum of 6 inches (152 mm) within the first 10 feet (3048 mm) O------------------------------------------------ 6' HARDIE LAP SIDING " O OVER'TYVECIC' HOUSE WRAP OR PER MIN. T-24 REPORT REQ. HARDIE BOARD STUCCO FINISH O4x8 OVER'TYVECK" HOUSE WRAP OR PERM IN. T-24 REPORT REQ. and existing buildings shall 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. 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 the chimney passes through the roof per Section R1003.9. PiUUl1IVl I Front Elevation Plan Scale: 1/4"=1'-0" OPMENT SEIwVICES F LIANCF BY_ Client Address: I Job Site Location: —N0 fy (0 c� LO �U O a) � CCS O � O d7 -' (.C) :3 WMM M Project Information: Drafting By: JL 2-7-17 Job Name: Minetti © Job #: 1635 Plan Check Date: 10/10/16 A 5-2-17 Rev #: 00 Plan Check Authorization By: Signature only by: Jason Liebgott AL IDEA / DESIGNSAND PLANS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Proposed Elevations v UJ o U ^� W ACJ W O M I Job Site Location: —N0 fy (0 c� LO �U O a) � CCS O � O d7 -' (.C) :3 WMM M Project Information: Drafting By: JL 2-7-17 Job Name: Minetti © Job #: 1635 Plan Check Date: 10/10/16 A 5-2-17 Rev #: 00 Plan Check Authorization By: Signature only by: Jason Liebgott AL IDEA / DESIGNSAND PLANS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Proposed Elevations 0 v CA a) 0 In C 0 a) ❑ J 1-%UU1L1U1 I V 11 U%,LUI G Rebuilt 2nd Floor and Roof Structure 25'-0" Ridge Hght. From Grade � 8'-0" Plate Hght. - 8'-8" 2nd Floor Hght. n8'-0" Plate Hght. 0'-0" Main Floor Hght. Right Elevation Plan Scale: 114"= -0" 0 ELEVATION SCHEDULE KEY: DESCRIPTION: 0 ---------------------------------------- ------------------------------------------------- OR905.10.4 <9> Attchement R905.2 Asphalt shingles. The installation of asphalt shingles shall comply with the provisions of this section. R905.2.1 Sheathing requirements. Asphalt shingles shall be fastened to solidly sheathed decks R905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units 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 undeflayment application is required in accordance with Section R905.2.7. R905.2.4.1 Wind resistance of asphalt shingles. Asphalt shingles shall be tested in accordance with ASTM D 7158. Asphalt shingles shall meet the classification requirements of Table R905.2.4.1(1) for the appropriate maximum basic wind speed. Asphalt shingle packaging shall bear a label to indicate compliance with ASTM D 7158 and the required classification in Table R905.2.4.1(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 nails, minimum 12 gage [0.105 inch (3mm)] shank with a minimum of 3/8-inch-cliameter (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 Coil Nails 1 1/4"X .120" (Smooth Shank) or Better) Drainage. OR401.3 Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection that does not create a hazard. Lots shall be graded to drainsurface water away from foundation walls. The grade shall fall a minimum of 6 inches (152 mm) within the first 10 feet (3048 mm) Attic vent opening, with 1/4" min, screen mesh covering, equal to not less O than 1/300 of area vented, typ. for all vents. (see T-24 report for requirements). 6' HARDIE LAP SIDING " O OVER'TYVECK' HOUSE WRAP OR PER MIN. T-24 REPORT REQ. O 4x8 HARDIE BOARD STUCCO FINISH OVER'TYVECK' HOUSE WRAP OR PERM IN. T-24 REPORT REQ. New and existing buildings shall be provided with approved address numbers or letters. character shall be a minimum 4 inches (102 mm) high and a minimum of 0.5 inch OEach (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. 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 the chimney passes through the roof per Section R1003.9. Rebuilt 2nd Floor Proposed and Roof Structure Addition 0 L UGtUI C I i � i Ili it ii i li ht. 4T S13RViCFS CODE COMPLIANCE r� Rear Elevation Plan Scale: 1/4"=1'-0" GLH Dees gi,'rlsV,Ei laris�"C1ra 'n ' ❑es gn W11WAH001, q 53U 89. 889 • Patches• . • • Client Address: ^v^ L0 i.. V ) W cn o U O > Y {.y ('� M) Job Site Location: LO � Q �U 0 a) o> � o Cy) (.C) r. m M Project Information: Drafting By: JL Job Name: Minetti 2-7-17 Job #: 1635 Plan Check Date: 10/10/16 A5-2-17 Rev #: 00 Plan Check Authorization By: Signature only by: Jason Liebgott ALL IDEAS,ASRE IGNSA PLANS REPRESENTED BY THIS DRAWITHE EXCLUSIVE PROPERTY OF LH DESIGNED SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. 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Bathroom Fan Flow (cfm) = 50 ( # of Bathrooms 1 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) = N' Duct Type: Flex Duct (1) Elbow accounted for. When no Elbow is used add 16 to max duct length. Maximum Allowable Duct Length (ft) = 1. Each bathroom in the addition is required to have an exhaust fan ducted to the outside with a minimum ventilation rate of 50 cfm. The ducting for the exhaust fan shall be sized according toASHRAE Standard 62.2 Table 7.1 2. Humidity controls shall be capable of adjustment between a relative humidity range of < 50 percent to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. Fyicti nn Proposed Addition Proposed Existing Addition Structure Scale: 1/4" = V-0" NOTE: 1. See Electrical Notes this sheet for all other requirements. 2. See Mechanical Notes for all plumbing and mechanical requirements sheet M1.0. 3. Tamper -Resistant recepticals to be 125 -volt, single phase, 15 and 20 -amp recepticals to be installed in addition or any replacement outlets. 4. Light fixtures in tub or shower or shower enlosures to be labled " suitable for damp location" Per 2013 CEC Art 410.10 (A) & (D). _ 5) Electrical panel and sub -panels grounding shall comply 2013 CEC Article 250-32. Provide separate grounding wire to each panel from main electrical service entrance panel ELECTRICAL LEGEND O PENDANT LIGHT CEILING MOUNTED LIGHT C (High Efficacy at Exterior) WALL MOUNTED LIGHT (High Efficacy at Exterior) RECESSED LIGHT RECESSED FLORESCENT MQ RECEPTACLE 220 V RECEPTACLE WEATHER PROOFED RECEPT. 0 F � FLOOR RECEPTACLE c� CEILING RECEPTACLE 5 =Q GROUND FAULT INTERRUPT I WALL SWITCH 13 3 -WAY SWITCH f4 4 -WAY SWITCH ID DIMMER SWITCH TELEPHONE JACK H CABLE JACK T TIMMER ® FLUORESCENT LIGHT FLUSH MOUNT FLUORESCENT LIGHT ® CHIME DOOR BELL/GARAGE DOOR SWITCH cm o CARBON MONOXIDE SD & SMOKE DETECTOR SD Q SMOKE DETECTOR FAN FAN/LIGHT COMBINATION ® GARBAGE DISPOSAL GD SPOT LIGHT/SENSOR LIGHT CEILING FAN and LIGHT Light (Optional) QGAS/NATURAL OR LPG 100AMP METER -MAIN 4 w/ a breaker Distribution Center w/ a main ground conductor #6 copper line PERMIT # BUTTE COUNTY DEMOPMENT SERVICES REVIEWED F CODE COMPLIANCE DATE �� BY 0 I 16 Patches Dr. Chico,CA 95928 I Client Address: LO Q ^v^ LO i.. _ ICY) (0) o W ■ ® CU �^++ O Cts /W ■ e -1 VJ W (Y) Job Site Location: Lo Co C— M LO = 0 Q 0 U Co O� cj. -F-r CO 1--, C'M Project Information: Drafting By: JL Job Name: Minetti 2-7-17 Job #: 1635 Plan Check Date: 10/10/16 A5-2-17 Rev #: 00 Plan Check Authorization By: Signature only by: Jason Liebgott ALL ID S, D IGNS AND PLANS REPRESENTED BY THIS D ARE THE EXCLUSIVE PROPERTY OF LH DESIGNAND 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: Electrical Plan 1 st Floor i= 0 U vi 0 E 0 0 C: rn a) 2 J 0 y U) a> 0 Cn c N J 2013 California Residential Code: Smoke and Monoxide Detection: R314.1 Smoke detection and notification All smoke alarms shall be listed and labeled in accordance with UL 217 and installed in accordance with the provisions of this code and the household fire warning equipment provisions of NFPA 72. Systems and components shall be California State Fire Marshal listed and approved in accordance with California Code of Regulations, Title 19, Division 1 for the purpose for which they are installed. R314.2 Smoke detection systems Household fire alarm systems installed in accordance with NFPA72 that include smoke alarms, or a combination of smoke detector and audible notification device installed as required by this section for smoke alarms, shall be permitted. The household fire alarm system shall provide the same level of smoke detection and alarm as required by this section for smoke alarms. Where a household fire warning system is installed using a combination of smoke detector and audible notification device(s), it shall become a permanent fixture of the occupancy and owned by the homeowner. The system shall be monitored by an approved supervising station and be maintained in accordance with NFPA 72. EXCEPTION: Where smoke alarms are provided meeting the requirements of Section R314.4 R314.4 Power Source Smoke alarms shall recieve their primary power from the building wiring provided that such wiring is served from a commercial source and shall be equipped with a battery backup. Smoke alarms with integralstrobes that are not equipped with battery backup shall be connected to an emergency electrical system. Smoke alarms shall emit a signal when batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: 1. Smoke alarms are permitted to be solely battery operated in exsisting buildings where no construction is taking place. 2. Smoke alarms are per muted to be soley battery operated in buildings that are not served from a commercial power source. 3. Smoke alarms are permitted to be solely battery operated in existing areas of buildings undergoing alterations or repairs that do not result in the removal of interior walls or ceiling finishes exposing the structure, unless there is an attic,crawl space or basement available which could provide access for building wiring without the removal of interior finishes. 4. Smoke alarms are permitted to be solely battery operated where repairs or alterations are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or deck. 5. Smoke alarms are permitted to be solely battery operated when work is limited to the installation, alteration or repairs of plumbing or mechanical systems or the installation, alteration or repair of electrical systems which do not result in the removal of interior wall or ceiling finishes exposing the structure. R314.5 Interconnection Where more than one smoke alarm is required to be installed within an individual dwelling or sleeping unit, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. EXCEPTIONS: 1. Interconnection is not required in buildings that are not undergoing alterations, repairs or construction of any kind. 2. Smoke alarms in existing areas are not required to be interconnected where alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available which could provide access for interconnection without the removal of interior finishes. 3. Smoke alarms are not required to be interconnected where repairs or alterations are limited to the exterior surfaces of dwellings,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. Smoke alarms are not required to be interconnected when work is limited to the installation, alteration or repairs of plumbing or mechanical systems or the installation, alteration or repair of electrical systems which do not result in the removal of interior wall or ceiling finishes exposing the structure. R315.1 Carbon monoxide alarms in new construction For new construction, an approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel -burning appliances are installed and in dwelling units that have attached garages. Carbon monoxide alarms shall be listed as complying with UL 2034 and be installed and maintained in accordance with NFPA 720 and the manufacturer's instructions. R315.1.1 Carbon monoxide detection systems Carbon monoxide detection systems that include carbon monoxide detectors and audible notification appliances installed and maintained in accordance with this section for carbon monoxide alarms and NFPA 720 shall be permitted. The carbon monoxide detectors shall be listed as complying with UL 2075. R315.1.2 Power supply Carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shall be directly connected to the permanent building wiring without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: 1. Where there is no commercial power supply, the carbon monoxide alarm may be solely battery operated. 2. Other power sources recognized for use by NFPA 720. R315.2 Carbon monoxide alarms in existing dwelling units and sleeping units An approved carbon monoxide alarm shall be installed in existing dwellings having a fossil fuel -burning heater or appliance, fireplace or an attached garage. Carbon monoxide alarms shall be listed as complying with UL 2034 and be installed and maintained in accordance with NFPA 720 and the manufacturer's instructions. R315.2.4 Power supply Carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shall be directly connected to the permanent building wiring without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: 1. In existing dwelling units where there is no commercial power supply, the carbon monoxide alarm may be solely battery operated. 2. In existing dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up where repairs or alterations do not result in the removal of wall and ceiling finishes. 3. In existing dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up where repairs or alterations are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or de ck. 4. In existing dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up when work is limited to the installation, alter ationor repair of plumbing or mechanical systems or the installation, alteration or repair of electrical systems, which do not result in the removal of interior wall or ceiling finishes exposing the structure. 5. Other power sources recognized for use by NFPA 720. 2013 California Electrical Code Notes: Residential Lighting Measures: 1) Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than20 kHz. 2) Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §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 in kitchens shall be 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 low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled. 5) Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings I with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building EXCEPTION 1) Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time dock not having an override or bypass switch that disables the astronomical time dock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on. EXCEPTION 2) Outdoorluminaires used to comply with Exception to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3) Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. 6) Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). 7) Fixtures, lamp holders and receptacles outlets shall be securely supportd. A fixture that weighs more than 6 pounds or exceeds 16 inches in any dimension shall not be supported by the screw shell of a lamp holder per 2010 CEC Art. 410.30 (a). Outlet boxes shall not be used as the sole support for ceiling (paddle) fans per 2010 CEC Art. 314.27 (A) & (D). Residential Electrical Outlet Measures: 1) Branch circuits installed to supply generally illumination and receptacle outlets in dwelling units, the following minimum requirements apply: • Two 20 -amp circuits for the kitchen receptacles • One 20 -amp circuit for the laundry receptacles • One 20 -amp circuit for the bathroom receptacles • One separate, individual branch circuit for central heating equipment 2) Receptacles installed in the kitchen to serve countertop surfaces shall be supplied by not less than two separate 20 amp small appliance branch circuits. 3) All conductors of the same circuit, including grounding and bonding conductors, shall be contained in the same raceway, cable, or trench. 4) All circuits and circuit modifications shall be legibly identified as to purpose or use on a directory located on the face or inside of the electrical panel doors. 5) Receptacle outlets in habitable rooms shall be installed so that no point measured horizontally along the floor line in any wall space is more than 6 feet from a receptacle outlet (less than 12 foot spacing). A receptacle shall be installed in each wall space 2 feet or more in width. 6) At kitchen countertops, receptacle outlets shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle. 7) Receptacle outlets shall be of the grounding type, be effectively grounded,and have proper polarity. 8) Receptacles shall not be installed in the face -up position in countertops orsimilar work surfaces. 9) A receptacle outlet shall be installed at each counter space 12 inches or wider, and at each island counter or peninsular space 24 inches by 12 inches or larger. Countertop spaces separated by range tops, sinks or refrigerators are separate spaces. 10) Outdoor receptacles, accessible at grade level and no more than 6.5 feet above grade, shall be installed at the front and back of a dwelling. 11) At dwellings, ground -fault circuit -interrupter (GFCI) protection shall be provided for all receptacle outlets installed in bathrooms, garages, grade -level portions of unfinished accessory buildings, crawl spaces, unfinished basements, kitchen countertops, wet -bar sinks, boathouses and outdoors. Receptacles that are not readily accessible may be exempt from the GFCI requirement. interrupter, combination -type, installed to provide protection of the branch circuit. 12) AFCI-Arc-Fault Circuit Interrupter (AFCI) Dwelling Units. All 120 -volts, single phase, 15 -and 20- ampere branch circuits supplying outlets installed in dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or similar rooms or areas shall be provided by a listed arc -fault circuit Rebuilt Second Floor Local Intermittent Exhaust Bathroom Ventilation Rate Summary Enter the required fan flow rate (cfm). Bathroom Fan Flow (cfm) = 50 ( # of Bathrooms 2 New ) Use the fan flow rate from this summary for selection of the local ventilation fan and for the duct design for the local ventilation system from Table 7.1. Duct Size (in) = 4" Duct Type: Flex Duct (1) Elbow accounted for. When no Elbow is used add 15' to max duct length. Maximum Allowable Duct Length (ft) = 1. Each bathroom in the addition is required to have an exhaust fan ducted to the outside with a minimum ventilation rate of 50 cfm. The ducting for the exhaust fan shall be sized according to ASHRAE Standard 62.2 Table 7.1 2. Humidity controls shall be capable of adjustment between a relative humidity range of < 50 percent to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. 0 r v r w r Attic r trc� o R ,Access 125 Amp D WSub Panel R R �J \ F w D O M311001re Electrical Plan 2nd Floor Scale: 1/4" = V-0" NOTE: 1. See Electrical Notes this sheet for all other requirements. 2. See Mechanical Notes for all plumbing and mechanical requirements sheet M 1.0. 3. Tamper -Resistant recepticals to be 125 -volt, single phase, 15 and 20 -amp recepticals to be installed in addition or any replacement outlets. 4. Light fixtures in tub or shower or shower enlosures to be labled " suitable for damp location" Per 2013 CEC Art 410.10 (A) & (D). 5) Electrical panel and sub -panels grounding shall comply 2013 CEC Article 250-32. Provide 0 separate grounding wire to each panel from main electrical service entrance panel �1O Existing W Deck Area ' I 1 I Existing Deck r Area ELECTRICAL LEGEND pO PENDANT LIGHT CEILING MOUNTED LIGHT TT (High Efficacy at Exterior) W WALL MOUNTED LIGHT (High Efficacy at Exterior) RECESSED LIGHT RECESSED FLORESCENT RECEPTACLE 220 V RECEPTACLE WEATHER PROOFED RECEPT. F 3Qr_ FLOOR RECEPTACLE c3�;r CEILING RECEPTACLE GROUND FAULT INTERRUPT WALL SWITCH 3 3 -WAY SWITCH 4 4 -WAY SWITCH D DIMMER SWITCH TELEPHONE JACK H CABLE JACK T TIM MER ® FLUORESCENT LIGHT roc=c=s� FLUSH MOUNT FLUORESCENT LIGHT ® CHIME DOOR BELL/GARAGE DOOR SWITCH CM CARBON MONOXIDE So& SMOKE DETECTOR SD O SMOKE DETECTOR FAN FAN/LIGHT COMBINATION ® GARBAGE DISPOSAL GD SPOT LIGHT/SENSOR LIGHT CEILING FAN and LIGHT Light (Optional) QGAS/NATURAL OR LPG 125AMP METER -MAIN w/ a breaker Distribution Center w/ a main ground conductor #6 copper line FERMI fl 3UTTTE C(?UNTY i SERVICES REV15-WED FOrA CODE CLIANCE Rebuilt E inq-- /J BY Second FI-Orl Structure 0 L 16 Patches Dr. Chico,CA 95928 I Client Address: ^+ V U r o U W 0 > i. Il VJ r --.W MM `'MM, Job Site Location: N� LLQ (D �_ TT �U o 2 _ ^�' W M o> ry T A-0/V�J 'tea � m M Project Information: Drafting By: JL 0 2-7-17 Job Name: Minetti Job #: 1635 Plan Check Date: 10/10/16 A 5-2-17 Rev #: 00 Plan Check Authorization By: Signature only by. Jason Liebgott g� ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY THIS D!RAVVI ARE THE EXCLUSIVE PROPERTY OF LH DESIgNS SHALL NOT BE REPRODUCED WITHOUT PRIOR_ITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAMNG SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Electrical Plan 2nd Floor il Sheet Number: 11 >_ O U Cn N E O Ch C 0 W 0) 0 2 J E O U co (D O 17 C t) N 0 J 2013 California Green Building Standards: 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shal I comply with the following: 4.303.1.1 Water closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. ote: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two educed flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of urinals hall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 303.1.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons r minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification or Showerheads. t.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one howerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve hall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet o be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory faucets in common and public use areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303.1.4.4 Kitchen faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow 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. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with theCalifomia Plumbing Code, and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code. Building Maintenance and Operation: 4.410.1 Operation and maintenance manual: At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspection verifications required by the enforcing agency or this code. Indoor Air Quality and Exhaust: 4.506.1 Exhaustfans: Mechanical exhaust fans which exhaust directly from bathrooms shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidistat which shall be readily accessible. Humidistat controls shall be capable of adjustment between a relative humidity range of 50 to 80 percent. Note: For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination Section 4.507 Environmental Comfort: 4.507.1 Openings. Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off. Covers or louvers shall have a minimum insulation value of R-4.2. 4.507.2 Heating and air-conditioning system design: Heating and air-conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ACCA Manual J, ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ACCA 29-D Manual D, ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ACCA 36-S Manual S or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the systems function are acceptable. TABLE 4.504.1 ADHESIVE VOC LIMITI,2 Water and Less Exempt Compounds in Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURALAPLICATIONS CURRENTVOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic tile adhesives 65 VCT and asphalt tile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural glazing adhesives 100 Single -ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPEC IALTYAPPLICATIONS PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to metal 30 Plastic foams 50 Porous material (except wood) 50 Wood 30 Fiberglass 80 1. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168. 4.504.5 Composite wood products. TABLE 4.504.2 SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter 0.05 SEALANTS 0.08 0.05 Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single -ply roof membrane 450 Other 420 SEALANT PRIMERS Architectural Nonporous 250 Porous 775 Modified bituminous 500 Marine deck 760 Other 750 Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in ARB'sAir 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 Maximum Formaldehyde Emissions in Parts per Million PRODUCT CURRENT LIMIT JANUARY 1, 2012 JULY 1, 2012 Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.08 0.05 Particleboard 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard' 1 0.21 1 0.13 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333-96(2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12. 2. Thin medium density fiberboard has a maximum thickness of 8 millimeters. Maximum Formaldehyde Emissions in Parts per Million F=vic+inn Gvic+inn Proposed Addition Proposed Existing Addition Structure Ilan Scale 1/4" = 1'-0" NuICJ. 1) A/C and furnace per T-24. 2) See Mechanical and Plumbing Note this sheet for more information and requirements. 3) Showers and tub/shower combinations shall be provided with individual control) valves of the thermostatic mixing, pressure balance or combination valve type. CPC section 408.3. 4) Exhaust ducts shall be a minimum of 4" diameter vented to the outside and equipped with back -draft damper per CMC section 504.3.1.Exhaust duct length shall be 14ft maximum with two 90 degree elbows. CMC section 504.3.1.2. 5) Exhaust ducts shall terminate ourside of the building and shall be equipped with back -draft dampers. CMC section 504.5. 6) 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. 7) A 4" Drain is required for buildings providing more that three water closets�per2013�CPC able 703.2 footnote 4. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR (30DE COMPLIANCE r fig BYZ / f ISI DeVsi sa of Rul fclirg° lans = raftingi :I�e , Agn onsiiltngy; -18$9 a • Patches• 95928 Client Address: ' n ♦+cl� c� V LO ■ r_ o U W M W M Job Site Location: I.J. L^^J (1) LO 0 U` O _ CIO O> W V J }, (-� W MM) Project Information: Drafting By: JL Job Name: Minetti 2-7-17 Job #: 1635 Plan Check Date: 10/10/16 A 5-2-17 Rev #: 00 Plan Check Authorization By: Signature only by: Jason Liebgott ALL I EAS, DES NS---'ANDANS REPRESENTED BY THISRAWING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRlokZwRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Mechanical Plan 1st Floor 2013 California Mech. Code: Heating and Air: 509.4.1 Attic Access. An attic in which an appliance is installed shall be accessible through an opening and passageway notless than as large as the largest component of the appliance, and not less than 22 inches by 30 inches. [NFPA 54:9.5.1] 509.4.2. Where the height of the passageway is less than 6 feet the distance from the passageway access to the appliance shall not exceed 20 feet measured along the centerline of the passageway. [NFPA 54:9.5.1.1] 509.4.3. The passageway shall be unobstructed and shall have solid flooring not less than 24 inches wide from the entrance opening to the appliance. [NFPA 54:9.5.1.2] 509.4.4 Work Platform. A level working platform not less than 30 inches by 30 inches shall be provided in front of the service side of the appliance. [NFPA 54:9.5.2] 509.4.5 Lighting and Convenience Outlet. A permanent 120 -volt receptacle outlet and a lighting fixture shall be installed near the appliance. The switch controlling the lighting fixture shall be located at the entrance to the passageway. [NFPA 54:9.5.3] 510.6.2 Gas Vents. A gas vent shall terminate in accordance with one of the following. 1) Above the roof surface with a listed cap or listed roof assembly. Gas vents 12 inches (300 mm) in size or smaller with listed caps shall be permitted to be terminated in accordance with Figure 5-2, provided they are at least 8 feet (2.4 m) from a vertical wall or similar obstruction. All other gas vents shall terminate not less than 2 feet (0.6 m) above the highest point where they pass through the roof and at least 2 feet (0.6 m) higher than any portion of a building within 10 feet (3.1 m). R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. The rough -framed opening shall not be less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily accessible location. When located in a wall, the opening shall be a minimum of 22 inches wide by 30 inches high. When the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing members. See the 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 shall be installed in accordance with their listing. Typel clothes dryers installed in closets shall be specifically list installation. (B) Listed Type2 clothes dryers shall be installed with clearances of not less than that shown on the marking plate and in the manufacturers instructions. Type2 clothes dryers designed and marked, "For use only in non combustible locations, "shall not be installed else where. (C) Unlisted clothes dryers shall be installed with clearances to combustible material of not less than eighteen (18) inches (460mm). Combustible floors under unlisted clothes dryers shall be protected in anapproved manner. Water Heaters 508.2 Protection from Seismic Damage. In seismic design categories C, D, E, and F water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping points shall be at points within the upper one-third (1/3) and lower one-third (1/3) of its vertical dimensions. At the lower point, a minimum distance of 4 inches (102 mm) shall be maintained above the controls with the strapping. 508.14 Installation in Residential Garages: 1) Gas utilization equipment in residential garages and in adjacent spaces 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 54:9.1.10.1]. 2) Such equipment shall be located or protected so it is not subject to physical damage by a moving vehicle 604.14 Water Heater Connectors: Flexible metallic water -heater connectors or reinforced flexible water heater connectors connecting water heating to the piping system shall be in compliance with the appropriate standards listed in Table 14-1. 904.6 Steam Safety and Pressure -Relief Valves. Steam and hot water boilers shall be equipped, respectively, with listed or approved steam safety or pressure -relief valves of appropriate discharge capacity and conforming with ASME requirements. A shut off valve shall not be placed between the relief valve and the boiler or on discharge pipes between such valves and the atmosphere. (1) Relief valves shall be piped to discharge near the floor. (2) The entire discharge piping shall be at least the same size as the relief valve discharge piping. (3) Discharge piping shall not contain a threaded end connection at its termination point. 510.6.2.1 AType B or a Type L gas vent shall terminate at least five (5) feet (1.5 m) in vertical height above the highest connected appliance draft hood or flue collar. [NFPA 54:12.7.2(2) (3 inches diameter double wall flue vent with a minimum vertical length of 5 feet.) 2013 California Plumb. Code: Plumbing Fixture Notes: 401.1 Quality of Fixtures Plumbing structures shall be constructed of dense, durable, non-absorbent materials, and shall have smooth, impervious surfaces, free from unnecessary concealed fouling surfaces. Except as permitted elsewhere in this code, all fixtures shall conform in quality and design to nationally recognized applicable standards included in Table 14-1. 402.1.1 Shower Heads [HCD 1 & HCD 2] Showers heads shall be designed and installed so that they will not exceed a water supply flow rate of 2.5 gallons (9.4 liters) per minute measured at 80 psi. 402.1.2 Faucets [HCD 1 & HCD 2] Faucets at kitchens, lavatories, wetbars, laundry sinks or other similar use fixtures shall be designed and manufactured so that they will not exceed a water supply flow rate of 2.2 gallons (8.3 liters) per minute measured at 60 psi. 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. 4.303.1.4.4 General Plumbing notes: 603.2.3 Hose Connection Backflow Preventer. A hose connection backflow preventer consists of two independent check valves with an independent atmospheric vent between and a means of field testing and draining. 605.1 Valves. Valves up to and including two (2) inches (51 mm) in size shall be brass or other approved material. Sizes over two (2) inches (51 mm) may have castAron or brass bodies. Each gate or ball valve shall be a fullway 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 properly soldered or brazed together as provided in Section 316.1.3 or 316.1.7 or by means of approved flared or compression fittings in 606.1.1 or 316.1.5. Solder and soldering flux shall conform to the requirements of Section 316.1.3. Mechanically formed tee fittings shall be made by brazing only and shall conform to the requirements of Section 316.1.7. 610.8 Size of Meter and Building Supply Pipe. Using Table 6-6. The size of the meter and the building supply pipe shall be determined as follows: 1) Determine the available pressure at the water meter or other source of supply. 2) Subtract one-half (1/2) pound per square inch pressure (3.4 kPa) for each foot (305 mm) of difference in elevation between such source of supply and the highest water supply outlet in the building or on the premises. 3) Use the "pressure range" group within which this pressure will fall using Table 6-6. 4) Select the 'length" column that is equal to or longer than the required length. 5) Follow down the column to a fixture unit value equal to or greater than the total number of fixture units required by the avrnging . o/ located the proper fixture unit value for the required length, sizes of meter and building supply pipe as found in the two left-hand columns shall be applied. No building supply pipe shall be less than three quarter (3/4) inch (20mm) in Gas Plumbing notes: 1209.6.1 Capacity. Gas meters shall be selected for the maximum expected pressure and permissible pressure drop. A) Gas meters shall be located in ventilated spaces readily accessible for examination, reading, replacement, or necessary maintenance. [NFPA 54:5.7.2.1]. B) Gas meters shall not be placed where they will be subjected to damage, such as adjacent to a driveway; under a firescape, in public passages, halls, or coal bins; or where they will be subject to excessive corrosion or vibration. C) Gas meters shall be located at least 3 feet (0.9 m) from sources of ignition. D) Gas meters shall not be located where they will be subjected to extreme temperatures or sudden extreme changes in temperature. Meters shall not be located in areas where they are subjected to temperatures beyond those recommended by the manufacturer. 1209.6.3 Supports. Gas meters shall be supported or connected to rigid piping so as not to exert a strain on the meters. Where flexible connectors are used to connect a gas meter to downstream piping at mobile homes in mobile home parks, the meter shall be supported by a post or bracket placed in a firm footing or by other means providing equivalent support. 1209.6.4 Meter Protection. Meters shall be protected against overpressure, back pressure, and vacuum where such conditions are anticipated. 1216.3 Required Gas Supply. Where the gas appliances to be installed have not been definitely specified, Table 12-1 may be used as a reference to estimate requirements of typical appliances. To obtain the cubic feet per hour (L/sec.) of gas required divide input of appliances by the average Btu (Watt-hour) heating value per cubic foot (L) of the gas. The average Btu (Watt-hour) per cubic foot (L) of the gas in the area of the installation may be obtained from the serving gas supplier PERMIT # fixing, :r per section BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ty," ■ lens �Buiiclt�'g'P xs - i�`"�gf ng a tgri�= pr��Ultiing<x p❑0 53� � 891 -1889 • Patches• 95928 Client Address: ' n cn o U _ W W 0 irr• ■ ® }D � W `'M , Job Site Location: -0 Lo OL (r) C- M (0 LO Q �U 0 W M > �0 0. -ice � W t'MJ Project Information: Drafting By: JL 0 2-7-17 Job Name: Minetti Job #: 1635 Plan Check Date: 10/10/16 A 5-2-17 Rev #: 00 Plan Check Authorization By: Signature only by: Jason Liebgott ALL I EAS, DLSIGNSAND FKANS REPRESENTED BY THIS QRAWIN ARE THE EXCLUSIVE PROPERTY OF LH AND DESIGf, SHALL NOT BE PRIOR- ITTEN PERMISSION. REPRODUCED WITHOUT ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Mechanical Plan 2nd Floor O U In a) O O C is N 2 J 2013 California Residential Code: FOUNDATIONS R403.1.1 Minimum size. Minimum sizes for concrete and masonry footings shall be as set forth in Table R403.1 and Figure R403.1(1). The footing width, W, shall be based on the load-bearing value of the soil in accordance with Table R401.4.1. Spread footings shall be at least 6 inches (152mm) in thickness, T. Footing projections, P, shall be at least 2 inches (51 mm) and shall not exceed the thickness of the footing. The size of footings supporting piers and columns shall be based on the tributary load and allowable soil pressure in accordance with Table R401.4.1. Footings forwood foundations shall be in accordance with the details set forth in Section R403.2, and Figures R403.1(2) and R403.1(3). R403.1.2 Continuous footing in Seismic Design Catego-ries DO, D1 and D2. The braced wall panels at exterior walls of buildings located in Seismic Design Categories DO, D1and D2. shall be supported by continuous footings. All required interior braced wall panelsin buildings with plan dimensions greater than 50 feet (15 240 mm) shall also be supported by continuous footings. R403.1.3 Seismic reinforcing.Concrete footings located in Seismic Design Categories DO, D1and D2., as established in Table R301.2(1), shall have minimum reinforcement. Bottom reinforcement shall be located a minimum of 3 inches (76 mm) clear from the bottom of the footing. In Seismic Design Categories DO, D1and D2 where a construction joint is created between a concrete footing and a stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) on center. The vertical bar shall extend to 3 inches (76 mm) clear of the bottom of the footing, have a standard hook andextend a minimum of 14 inches (357 mm) into the stem wall. In Seismic Design Categories DO, D1 and D2 where a grouted masonry stem wall is supported on a concrete footing and stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) on center. 403.1.3.1 Foundations with stemwalls. Foundations with stem walls shall have installed a minimum of one No. 4 bar within 12 inches (305 mm) of the top of the wall and one No. 4 bar located 3 inches (76 mm) to 4 inches (102 mm) from the bottom of the footing. R403.1.3.2 Slabs -on -ground with turned -down footings. Slabs on ground with turned down footings shall have a minimum of one No. 4 bar at the top and the bottom of the footing. Exception: For slabs -0n -ground cast monolithically with 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 hooks on each end shall be provided in accordance with Figure R403.1.32. Standard hooks shall comply with Section R611.5.4.5. R403.1.4 Minimum depth. All exterior footings shall be placed at least 12 inches (305 mm) below the undisturbed ground surface Where 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 walls, piers and other permanent supports of buildingsand structures shall be protected from frost by one or more of the following methods: 1. Extended below the frost line specified in Table R301.2.(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 structureswith an area of 600square feet (56 m2) or less, of light -frame construction, with an eave height of 10 feet (3048 mm) or less shall 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 footings 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. R403.1.5 Slope. The top surface of footings shall be level. The bottom surface of footings shall not have a slope exceeding one unit vertical in 10 units horizontal (10 -percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the bottom surface of the footings will exceed one unit vertical in ten units horizontal (10 -percent slope). R403.1.6 Foundation anchorage. Sill plates and walls supported directly on continuous foundations shall be anchored to the foundation in accordance with this section. Wood sole plates at all exterior walls on monolithic slabs, wood sole plates of braced wall panels at building interiors on monolithic slabs and all wood sill plates shall be anchored to the foundation with anchor bolts spaced amaximum of 6 feet (1829 mm) on center. Bolts shall be at least 1/2inch (12.7 mm) in diameter and shall extend a minimum of 7 inches (178 mm) into concrete or grouted cells of concrete masonry units. A nut and washer shall be tightened on each anchorbolt. There shall be a minimum of two bolts per plate section with one bolt located not more than 12 inches (305 mm) or less than seven bolt diameters from each end of the plate section. Interior bearing wall sole plates onmonolithic slab foundation that are not part of a braced wall panel shall be positively anchored with approved fasteners. Sill plates and sole plates shall be protected against decay and termites where required by Sections R317 and R318. Cold -formed steel framing systems shall be fastened to wood sill plates or anchored directly to the foundation as required in Section R505.3.1 or R603.3.1 R403.1.6.1 Foundation anchorage in Seismic Design Categories C, DO, D1 and D2. In addition to the requirements of Section R403.1.6, the following requirements shall apply to wood light -frame structures in Seismic Design Categories DO , D 1 and D2 and wood light -frame townhouses in Seismic Design Category C. 1. Plate washers conforming to Section R602.11.1 shall be provided for all anchor bolts over the full length of required braced wall lines except where approved anchor straps are used. Properly sized cut washers shall be permitted for anchor bolts in wall lines not containing braced wall panels. 2. Interior braced wall plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on cen- ter and located within 12 inches (305 mm) of the ends of each plate section when supported on a continuous foundation. 3. Interior bearing wall sole plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on center and located within 12 inches (305 mm) of the ends of each plate section when supported on a continuous foundation. 4. The maximum anchor bolt spacing shall be 4 feet (1219 mm) for buildings over two stories in height. 5. Stepped cripple walls shall conform to Section R602.11.2. 6. Where continuous wood foundations in accordance with Section R404.2 are used, the force transfer shall have a capacity equal to or greater than the connections required by Section R602.11.1 or the braced wall panel shall be connected to the wood foundations in accordance with the braced wall panel -to -floor fastening requirements of Table R602.3(1) FOUNDATION NOTES: 1) Grade all adjacent surfaces to drain away from the foundation. Caulk joints in adjacent concrete surfaces or use an expansion joint. 2) Install gutters and route runoff away from the foundation. 3) Concrete shall have 28 -day compressive strength of 2500 PSI, with slump not to exceed 4". Aggregate shall be a maximum of 1-1/2" in foundations. 4) Crack control joints to be made at 12' OC Max and may be construction joints or 1" saw -cuts made as soon as practical after placing of concrete. 5) Reinforcing bar to be grade 40 Splice #5 bars to be (grade 60) 30", #4 bars 24", and #3 bars 18". Maintain 3" clearance when poured against soil and 2" elsewhere. Welded wire mesh (WWM) shall be lapped not less then two wire spaces. Bars are to be continuous around comers. 6) All SSTB's required at Brace -Walls shall be in place prior to foundation inspection. 7) A 4 -inch 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 bleeding, shrinkage, and curling, shall be used. 8) A 10 -mil polyethylene vapor retarder with joints lapped not less than 6 inches between the base course or sub grade and the concrete floor slab per 2013 CRC Section R506.2.3 Proposed Addition Existing Structure Existing Structure Existing Covered E Patio 2'-8" 5'4" s' Existing Existing Patio Patio A/C Pad A/C Pad Area - Area • • t See Detail 3/55.0 -------------------- SSTB20 I U ------------------- --------------------- a) r I I . N F, , CL Contractor To Field Verify Existing Footing and Foundation': Conditions s • I 4x4 Post °+� i 1 Prior To Constuction Per Foundation Details ( Contact our office',with discropecys) .� n S5.0 1 , S5.0 , -- - 1 DF r- A 0— Install #4 Bar Dowels 4" L _ 1 L _ _ _ ' C 0 Into (E) Footing w/ Epoxy and c ,o U 1 1 I i 1 Extend 10" into (N F2 v F2 n -. p i 1 i-- Footing. @ 12" O.C. i-- i o Ck A (✓//� C I 1 1/4" SLOPE I , �- -i ',°s� '°sf 4 0 0 x4LL A °ca St 1 I 1 I LL. �L 2 I I /:�/ C% IL O o a -I- .L 007�p C0h MC) C) C O r- LL c�a (y)Q�Q''arD 1 1 I C o00I 1 Patio Slab ' ' ' ' o Off _ 'M a, C J — C 0 CU r cor L j ca C 1 I 1 1 ! " LL LL `Q 1/4" SLOPE tL O O )_.----- / .Install #4 Bar Dowels 4" 0 O Into (E) Footing w/ Epoxy and O Extend 10 into (N) 0 QI Footing. @ 12" O.C. S o I I 2 ' I ti ,__ Contractor To Field Verit" �clsetlnoo�tin and -Foundation Gonditlons. U 4x4 Post ' ' 1 ' O O o o I i e D tail S 0 U Y 9 9 L SSjg20 ; ; c+o� � ; ; ��`0 2 ; 6 0p 2 Prior To Constuction Per Foundation; Details ( Contact our office witfi discrepecysj a N 4' N SSTB20 ' '------- ---- J --a-- - --- ------- -- -- -- T j o ' Existing 4" Step o' +� t -------- -----'Install #4 Bar Dowels 4" --r-- ��- Patio Slab (E) Footing w/ Epoxy and 'I 4" Concrete Slab w/ #3 Bars at 24" E.W. S'm Footing. @ 12" O.C. 2" sand over 10 mil. vapor barrier over 4" clean gushed rock (not road base) ' j /(j0� 00-C or dean pea gravel. Proposed Addition Proposed Addition Existing Structure Existing Structure Proposed Addition Patio Slab 4" Concrete Slab w/ #3 Bars at 24" E.W. 2" sand over 10 mil. vapor barrier over 4" clean crushed rock (not road base) or clean pea gravel. Existing Structure U a) ui Q' CU ,O In 'a C .0 0 U •� C N O 0 CU .0 0 C � 0 LL U ns 0 c M 0 �U o � o _ U_ Ca) � •� C X o W tis i LL a) m °) u_9.d C 0 2 O 0 N o oU U12 0 a Foundation Layout Plan Scale: 1/4" -t' -o" Contractor To Field Verify Existing Footing and Foundation Conditions. Prior To Constuction Per Foundation Details ( Contact our office with discrepecys) r ---- ' I New Footing Per PlanF2 Footing Spread Detail 4 of Sheet S5.0 ----� Exiting Footing Per Plan PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOP CODE (COMPLIANCE DATE. -.0 / /a By 16 Patches Dr. Chico, CA 95928 11 Client Address: ■ 'n CK W CU ^i W }+ .� o C W ■® M O ■� ♦-I (.C)M r-.. W C1 Job Site Location: U-) .^ Q C` W O� 00 �..d M) `'� Project Information: Drafting By: JL 2-7-17 Job Name: Minetti Plan Check Job #: 1635 5-2-17 Date: 10/10/16 A Plan Check Rev #: 00 Authorization By: Signature only by: Jason Liebgott ALL4DEASJDSIGNSANDA_ANS REPRESENTED BY RETHE EXCLUSIVE PROPERTY OF LH HALL NOT BE REPRODUCED WITHOUT PRION. WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE�bF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Foundation Layout Plan Sheet Number: 11 F= Solid Block Solid Block—@ 2'-0" O.C. @ 2'-0" 0. C- 4x12 DF#2 Beam,-, l.. �9 Install Simpson A35's'' MSTC28 3'-0" O.C. Rim Joist to Top Plate -- Typical U.N.O. ........... – – . i� —I to ---•------- �-ITik" I I I I �m--SII I' m I I I I 4x12 DF Ballon Frame Wall Solid Block @ 2'-0" O.C. O U vi a) O 0 C: 0 Cn a) n 2 J II 4x12 DF#2 Beam % 2x8 Rim Joist ------ -- MSTC28 Install Simpson A35 's 3-0" O.C. Rim Joist to Top Plate Typical U.N.O. Rebuilt Second Flool Existing Structure 2nd Floor Framing Plan Scale: 1/4"=1'-0" FLOOR FRAMING NOTES: 3/4" T&G APA rated plywood apply face grain perpendicular to framing, stagger and nail with 10d @ 6" O.C. edge and 12" O.C. field. Edge nail at boundaries, blocking and Brace -Wall locations. PERM?T # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DEaTE -BYZ IL�I� Desi ns °� �Ila�n �P an Drafts - =L1�s� ,=Gv`isuttir� oo� Chico,1 16 Patches Dr. CA..; Client Address: Ln i _ U C - 0U 0 0> 00-0 r --,m M Job Site Location: �/ U-) co LO �U 0 e 0 > L.J. oaf CO M IMS W �' J Project Information: Drafting By: JL 2-7-17 Job Name: Minetti A Plan Check Job #: 1635 5-2-17 Date: 10/10/16 A Plan Check Rev #: 00 Authorization By: Signature only by: Jason Liebgott ALL I EAS, D SIGNS AND PLANS REPRESENTED BY THIS DhAWIN ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR�/LRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: 2nd Floor Framing 11 Sheet Number: E U vi a) 0 v, ❑ J 2013 California Residential Code: WALL CONSTRUCTION R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing partitions. End joints in top plates shall be offset at least 24 inches (61 Omm). Joints in plates need not occur over studs. Plates shall be not less than 2 -inches (51 mm) nominal thickness and have a width at least equal to the width of the studs. R602.3.3 Bearing studs. Where joists, trusses or rafters are spaced more than 16 inches (406 mm) on center and the bearing studs below are spaced 24 inches (610 mm) on center, such members shall bear within 5 inches (127 mm) of the studs beneath. R602.3.4 Bottom (sole) plate. Studs shall have full bearing on a nominal 2 -by (51 mm) or larger plate or sill having a width at least equal to the width of the studs. R602.3.4.1 Rodent proofing. Annular spaces around pipes, electric cables, conduits or other openings in bottom/sole plates at exterior walls shall be protected against the passage' of rodents by dosing such openings in accordance with the California Green Building Standards Code, Chapter 4, Division 4.4 R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top story) shall have the framing members connected in accordance with one of the following: 1. Fastening in accordance with Table R602.3(1) where:l.1. The basic wind speed does not exceed 90 mph (40 m/s), the wind exposure category is B, the roof pitch is 5:12 or greater, and the roof span is 32 feet (9754 mm) or less, or 1.2. The net uplift value at the top of a wall does not exceed 100 plf. The net uplift value shall be determined in accordance with Section R802.11 and shall be permitted to be reduced by 60 plf (86 N/mm) for each full wall above. 2. Where the net uplift value at the top of a wall exceeds 100 pif (146 N/mm), installing approved uplift framing connectors to provide a continuous load path from the top of the wall to the foundation or to a point where the upliftforce is 100 plf (146N/mm) or less. The net uplift value shall be as determined in Item 1.2 above. 3. Wall sheathing and fasteners designed in accordance with accepted engineering practice to resist combined uplift and shear forces. R602.4 Interior load-bearing walls. Interior load-bearing walls shall be constructed, framed and fireblocked as specified for exterior walls. Wall Framing Fasteners TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 7. Built-up comer studs 10d (3" x 0.128') 24" o.c. 8. Built-up header, two pieces with 1/2" spacer 16d (31/2" x 0.135') 16" o.c. along each edge 9. Continued header, two pieces 16d (31/2" x 0.135') 16" o.c. along each edge 10. Continuous header to stud, toe nail 4-8d (21/2" x 0.113') 11. Double studs, face nail 10d (3" x 0.128') 24" o.c. 12. Double top plates, face nail 10d (3" x 0.128') 24" o.c. 13. Double top plates, face nail 1/2" GYPSUM BOARD APPLIED OVER STUDS 16" O.C. AMX NAILING 1-5/8" DRYWALL SCREWS OR EQUIVALENT PER C.B.C. AT 7" O.C. FIELD AND EDGES. ALL HORIZONTAL face nail in lapped area 8-16d (31/2" x 0.135') 14. Sole plate to joist or blocking, face nail 16d (31/2" x 0.135') 16" o.c. 15. Sole plate to joist or blocking at braced wall panels 3-16d (31/2" x 0.136) 16" o.c. 16. Stud to sole plate, toe nail 3-8d (21/2" x 0.113') or 2-16d 31/2" x 0.135') 17. Top or sole plate to stud, end nail 2-16d (31/2" x 0.136) 18. Top plates, laps at corners and intersections, face nail 2-10d (3" x 0.128") 19. 1" brace to each stud and plate, face nail 2-8d (21/2" x 0.113') 2 staples 13/4" 20. 1" x 6" sheathing to each bearing, face nail 2-8d (21/2" x 0.113') 2 staples 13/4" 21. 1" x 8" sheathing to each bearing, face nail 2-8d (21/2" x 0.113') 3 staples 13/4" 22. Wider than V x 8" sheathing to each bearing, face nail 3-8d (21/2" x 0.113') 4 staples 13/4" FRAMING NOTES 1) All wood to be DF/L#2 unless otherwise noted 2) Holes in wood and steel members for bolts shall be the bolt diameter plus 1/16" 3) Nails at structural panels edges shall have 3/8" edge distance and nail heads shall be driven flush but not penetrate the face of the panel. 4) No piece of structural sheathing shall be less than 24" in width. 5) Nailing not specified shall be per. CRC 2013 table 602.3 (1). 6) In exterior walls and bearing partitions, any wood stud is permitted to be cut or notched to a depth not exceeding 25% of its width. Cutting or 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 the weight of the partition. 7) A hole not greater in diameter than 40% of the stud width is permitted to be bored in any wood stud. Bored holes not greater than 60% of the width of the stud are permitted in non-bearing partitions or in any wall where each bored stud is doubled, provided not more than two such successive doubled studs are so bored. In no case shall the edge of the bored hole be nearer than 5/8" to the edge of the stud. Bored holes shall not be located at the same section of the stud as a cut or notch. 8) Use (10)-16ds each side of top plate splices at roof level. (See Detail #1 of S3.0 for Info.) 1 2 L= 2'-8" a\ �O m u_ N reVIN ( MI A P OyT�� N �N 4x12 DF#1 Beam yG0 0 Existing Structure L= 10'-0" MSTC28 T.P. to ------� Pla i TYPICAL TOP PLATE SPLICE (1) NO SCALE ID NAILS AT 16" O.C. FAGGER INTO TOP ATE TYP. U.N.O L 2X P PLATE BRACED -WALL SCHEDULE MARK DESCRIPTION THREE PLY MINIMUM 3/8" THICK WOOD STRUCTURAL PANELSAPPLIED WITH LONGAXIS V � PERPENDICULARTO STUDS SPACED 16" OC MAX. NAILING TO BE 6d COMMON OR b sl onsultmgI DEFORMED SHANK (2" X 0.113") AT 6" O.C. EDGES AND 12" O.C. FIELD. ALL HORIZONTAL 1 EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OF THE STUDS. 88�. 1/2" A.B. AT 16" O.C. 0400 1/2" GYPSUM BOARD APPLIED OVER STUDS 16" O.C. AMX NAILING 1-5/8" DRYWALL 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. O 1/2" ANCHOR BOLTS 16" O.C. @ SLAB OR SILL NAILING W/ 16 d @ 6" O.C. @ RAISED FLOOR (INT. & EXT. WALLS). THREE PLY MINIMUM 3/8" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONG AXIS ■®CTJ PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE 8d COMMON OR AB DEFORMED SHANK (2.5" X 0.131") OR GALVANIZED BOX (2.5" X 0.113") AT 6" O.C. EDGES i� 1.Y AND 12" O.C. FIELD. ALL HORIZONTAL EDGES TO BE BLOCKED WITH BLOCKING THE 00 SIZE OF THE STUDS. INSTALL HDU2-SDS2.5 ON DOUBLE STUDS OVER SSTB20" INSTALL 1/2" A.B. AT OUTSIDE QUARTER POINTS OF BRACE WALL I.-, ---------------------------------------------------- BRACED-WALL SCHEDULE NOTES: 1. For pressure -treated framing members only: All fasteners shall be of hot dipped zinc -coated galvanized steel, stainless steel, silicon bronze, or copper. The foundation bolts shall be mechanically deposited zinc -coated. Existing Structure B C I I L= 8'-0" 2X4 Balloon Framed wall I L= 4'-0" L= 4'-0" w/ Studs at Top Plate V-0" O.C. - - - - - To Blocking 1 MSTC28 Solid Block at - - - - - -- -_� First Floor Plate Line To Be Placed T777777= ZZI p Prior to New II /\ Framing SDI - II � o I I II I I I I 11 I I I J I � 4x12 DF#1 BeamExisting a+a�V//1 Lndry. I I Dy I I Q 0 1 - - 4x12 DF#2 Beam Existing 4x12 Beam Existing 4x12 Beam D - -_- _ - - -_ _______________ _______ _ I I I MSTC28 IIS MSTC28 � I A 0 LLI D II I I 1 II I I I I I I I - II I o Existing I a 00 Kitchen - J o ;005 '10:100 0 Beam to TOP Beam to TOP rl � A+ y Plate Plate I MSTC28 MSTC28 T.P. to TOP /4xl Plate4x12 DF#1 Beam ----- -- ------ -- ------ 2 DF#1 HDR --_ 31/2"x31/2"r24FV4GLB - 1 --- - ti� I To Be Placed o 1 r_ r MAI*- s pki l Qo Prior to New I To Be Placed L= 2'-8" Q � D L= 2'-8' 1 +ao� 1 L= 8'-0" Framing L= 4'-0" Prior to New - - - a� I � 1 o I o Framing II ' 1 � � � v 0 J L= 4'-0" A+ LL I �pA I I C O N � I X b m I I -I �A I 1. II N ZG X I I a .� 0 4x12 DF#1 Beam N o - ------------------- �D I Existing Bathroom 1 0 Existing Bedroom 3 <D> AlA L= 4'-0" D Existing Structure THESE PLANS ,,IAVE BEEN REVIEWED F()R COIl4PLIANICE ONLY `AtiT)-4 THE ATTACHED S T RUCTURAL CALCULATIONS _ y 1st Floor Shear -Wall Plan J 1 11 AB G°� 1 4x12 DF#1 HD 4x12 DF#1 HDR QScale 114'= 1'-0" 3 - - - - - - o L- 2 -8"Optinal (2) 2x Studs at all 4x4 Post Locations �m 6 , .Lid NAILED G; TM i� �"'�I H v �'�r ;c, WALL FRAMING Z� A CL L= 4'-0" �X o A Proposed Addition � y Pry Qo�' i L= 4'-0" B Proposed Rebuilt Addition Entry "a1 l " AT 1 . FOR,. FIJ L c r. ) I' F S . L � Ke : Descri tion: 4,,k O M Y F,E( L, ' E 2-2v, S , t- D S, 0 2x4 Wall ® (E) 2x4 Wall See Detail 1/S3.0 PERMIT # ___. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE H. By ;fie (n V � Btllilcf� g,Plan ra#ting b sl onsultmgI { `*z� LIL X530 X891° 88�. 0400 IS• - • A • • Client Address: (n V � 0 Co TJ 0�) }� Y �(1 V .N O U ■®CTJ 0 i� 1.Y 00 I.-, CYMM) Job Site Location: LO C: M'^ CZ LTJ o 5O f _ V O> [)�a) CO I` MM W `' J Project Information: Drafting By: JL 2-7-17 Job Name: Minetti A Plan Check Job #: 1635 5-2-17 Date: 10/10/16 2 Plan Check Rev #: 00 Authorization By. Signature only by: Jason Liebgott 0 ALL I EAS, SIGNSAND LANS REPRESENTED BY THIS D WIG ARE THE EXCLUSIVE PROPERTY OF LH DESIG S AND SHALL NOT BE PRIORWkITTEN PERMISSION. REPRODUCED WITHOUT ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: rc1 st Floor S-he-ar-Wall Plan Sheet Number: 11 D �mF C: 70 O O Cr Cr M , m W tD W p m 1 C— L i nett■ � Residence 60200 O C/) M Q goo{N r- N 3769 Royal Mountian Rd. 3769 Royal Mountian Rd. D ° �mk`� x N 3 �_ Butte Valley, CA 95965 Butte Valley, CA 95965 T Om m -M M. _� 0 (n ./ ^ ` jyJM A09Zv MICOO{ MQ(' U m U1 N N �_ = m-qaF0 �Z{off m v (D z0 A m G) 0 77 77 , to 1 W Nfi M x m C i O M O MMPI m+ G 0m z -•I CO m CdJ CP LHDesignsHomes.com Z O 0 0 m �I n m 0 m 0 G) m 0 m r @ x m � cl) (D C v N Q (a xwN(D O j n o 0 l(D LHDesignsHomes.com N '"� X _ (D O N CP) N T0w0 n CI) o m CO Q M C C) D O p0r� O Z O �t a N a w -20-< = -q �, c N c m (Drn ac" ° of w o .� T Np (D O SP nil�ksAS ' O X0 2OD mT y 7 N c`°M °' °< 3 ° m ° o o o p Ny i.> o hjs sR._. 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N 1 D D � Butte Valley, CA 95965 � Butte Valley, CA 95965 CD y � =ZpCA;5 Im 1< 0 r^ did -OACmO0 O=SO�Z 2) M a) N N V ca_nA�O0 ((D v (3D v nil�ksAS cn sa _.x o,00= �.,��, '•.STM_.. moor: _• 0 U W N E 0 Cn c m 2 J FOOTING SCHEDULE MARK O PLAN DIMENSIONS AXB DEPTH /1♦ U-) _ VJ F2 2'-0" X 2'-0" 18" F2.5 2'-6" X 2'-6" 18" F3 3-0" X 3'-0" 18" F3.5 3-6" X 3'-6" 18" F4.0 4'-0" X 4'-0" 18" 2x6 Sleeper at PLYAND ROOF Valley with (2) DIAPHRAM PER. 16d Nails into PLAN each Truss T To Chord. EXTERIOR FINISH - FINISH PER PLAN Patio Finish Per Detail 3/A3.0 E. Patio Joist FLASHING Per Plan NOT SHOWN E Nail W DBL Stud or 4x Post at BRACE -WALL "AB" Brace Panel PER. PLAN—, for SSTB '--_ i Ili 2X PT SILL PLATE BRACE -WALL 2X STUD @ PER. PLAN 2X STUD @ 16" O.C. w/ 16" O.C. w/ 2x P.T. Sill and PLATE AWASHER 2x P.T. Sill and DBL 2x T. P. 3" X 3" x .229"TYP DBL 2x T. P. THD50800H TitanHD —j , = U2' O'X 87 TYP. EXTERIOR FOOTING (3) NO SCALE NOTES: 1) SLOPE NATIVE OR FILL WITH A MIN. SLOPE OF 5% FOR THE FIRST 10' FROM EDGE OF FOUNDATION 2) WHERE STEM WALL IS ATA HEIGHT GREATER THEN 2'-6" WITH A MAX. HEIGHT OF 4'-0" USE #4 AT 12" O.C. VERT. AND #4 AT 12" O.C. HOR. 3) 12" X 12" FOOTING REQUIRED AT AB BRACE -PANEL LOCATIONS w/ (2) #4 BARS TOP AND BOTTOM. SEE BRACED -WALL PLAN FOR AB BRACE -PANEL LOCATIONS. 2x8 Rafters DF#1 At 24" O.C. with (3) 16d Nails T.N. into 2x sleeper PLYAND ROOF DIAPHRAM PER. PLAN \_ Pre Engineered Over Framing at Valley Trusses @24"O. C. OVER FRAMING DETAIL (7) Notes: SCALE: N.T.S. 1. See Cut and Stacked Roof Framing Notes this Sheet for more info. 2. Over framing areas to be framed over truss roof sheating per plan. b o � E + 0 rn OE 2-�- _ SIMPSON (SLOPED) Sita , DTTZ 1/4" x 1 1/2" SDS Screws LSU26 rn II Threaded Rod Installe @ -id e Patio Edge bath sides min. 2x6 Ledger Conned 0 2 to Studs w! (3) 3/8" x 4" lag bolts @ 12" max o.c. Floor Sheathing Nailing at RIM JOIST6" Max. O.C. to joist � PER PLAN with Hold -Down * 4 . PATIO JOIST TCI�LEDGER DETAIL (10) ) PRE -ENGINE GABEL END TRUSS DBL PLAT BRACE -WALL PER. PLAN— --------------- II - I n 2X PT SILL PLATE - THD50800H TitanHD 1/2",VX 8" ------------- II - II NO SCALE 1) 12"X 12" FOOTING REQUIREDAT AB BRACE -PANEL LOCATIONS w/ (2) #4 BARS TOPAND BOTTOM. SEE BRACED -WALL PLAN FOR AB BRACE -PANEL LOCATIONS. BRACE CONNECTION TO TOP PLATE 2X PT SILL PLATE 2X STUD @ 16" O.C. w/ 2x P.T. Sill and -A \\ 0, DBL 2x T. P. 15 BRACE CONNECTION TO TRUSS T.C. GABLE END BRACING DETAIL (6) NO SCALE 2 12" MIN. EXTERIOR PATIO STEM WALL DETAI L (9) NO SCALE NOTES: �2 (. �® 1) SLOPE NATIVE OR FILL WITH A MIN. SLOPE OF 5% FOR THE FIRST 10' FROM EDGE OF FOUNDATION 2) WHERE STEM WALL IS ATA HEIGHT GREATER THEN 2'-6" WITH A MAX. HEIGHT OF 4'-0" USE #4 AT (- " ,l 12"O.C.VERT. AND #4 AT 12"O.C.HOR. P v d V2 O i " t ✓ 3) 12" X 1T FOOTING REQUIRED ATAB BRACE -PANEL LOCATIONS w/ (2) #4 BARS TOP AND BOTTOM. SEE S1.0 FOR AB BRACE -PANEL LOCATIONS. FAM NO SCALE TOP CHORD PLYAND ROOF DIAPHRAM PER. PLAN A EAVE BLOCKI 2H T( E.N. PER. PLAN CONCRETE SLAB PER. FNDN PLAN TYPICAL ANCHOR BOLT (1) NOTES: NO SCALE 1) PROVIDE (2) BOLTS MIN. PER PIECE OF SILL PLATE. 2) USE SAME METHOD FOR INTERIOR LOCATIONS WHEREA.B. ARE REQUIRED 3) Add Anchore Bolts at existing exterior wall locations or new proposed braced -panel locations to comply with AB spacing and size or Brace -wall Schudule. 4) J Bolt's 1/2" Dla with 8" Min Embed at new foundation locations can be used in lieu of Titan HD's TYPICAL ROOF EAVE DETAIL (5) E.N. PER. BRACE -WALL SCHEDULE RACE -WALL ER. PLAN _D H1 2x STUD AT 16" O.C. PERMIT # i_,__ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FO,' CODE COMPLIANCE 1Q O BRACE -WALL LOCATED UNDER DRAG TRUSS /` E--C?�1--/� BYC- 2- TRUSS OVER O TOP PLATE AT INTERIOR BRACF-WAi i S rR) NO SCALE Qp H DeS� ns M Btiilsllg Pa nsting.' esi n,C , ,suttmg x; FIR MI • •. 01'rNIT&V• • Client Address: -0 , n 0. '^� /1♦ U-) _ VJ GRADE O V AB PER. BRACE - CONCRETE PATIO SLAB ■ ♦W WALL SCHEDULE PERFNDN PLAN t'M) Job Site Location: -0 U-) \SEE FND. PLAN CU TLO V) S OP�. U` CCo _ G � s a c� o > z W (.C) IIn MS c ) Project Information: 6"'MIN. NAT. SOIL Job #: 1635 5-2-17 Date: 10/10/16 2 Plan Check - Authorization By: Signature only by: Jason Liebgott 4 • DESIdI Ago SHALL NOT BE REPRODUCED WITHOUT 3 n zz mo z Z � v Foundation & Framing Details ' N Q O � f0 Q J NAT. SOIL #4 (1)T & (1)B 3" CLR. MIN. NO SCALE 2 12" MIN. EXTERIOR PATIO STEM WALL DETAI L (9) NO SCALE NOTES: �2 (. �® 1) SLOPE NATIVE OR FILL WITH A MIN. SLOPE OF 5% FOR THE FIRST 10' FROM EDGE OF FOUNDATION 2) WHERE STEM WALL IS ATA HEIGHT GREATER THEN 2'-6" WITH A MAX. HEIGHT OF 4'-0" USE #4 AT (- " ,l 12"O.C.VERT. AND #4 AT 12"O.C.HOR. P v d V2 O i " t ✓ 3) 12" X 1T FOOTING REQUIRED ATAB BRACE -PANEL LOCATIONS w/ (2) #4 BARS TOP AND BOTTOM. SEE S1.0 FOR AB BRACE -PANEL LOCATIONS. FAM NO SCALE TOP CHORD PLYAND ROOF DIAPHRAM PER. PLAN A EAVE BLOCKI 2H T( E.N. PER. PLAN CONCRETE SLAB PER. FNDN PLAN TYPICAL ANCHOR BOLT (1) NOTES: NO SCALE 1) PROVIDE (2) BOLTS MIN. PER PIECE OF SILL PLATE. 2) USE SAME METHOD FOR INTERIOR LOCATIONS WHEREA.B. ARE REQUIRED 3) Add Anchore Bolts at existing exterior wall locations or new proposed braced -panel locations to comply with AB spacing and size or Brace -wall Schudule. 4) J Bolt's 1/2" Dla with 8" Min Embed at new foundation locations can be used in lieu of Titan HD's TYPICAL ROOF EAVE DETAIL (5) E.N. PER. BRACE -WALL SCHEDULE RACE -WALL ER. PLAN _D H1 2x STUD AT 16" O.C. PERMIT # i_,__ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FO,' CODE COMPLIANCE 1Q O BRACE -WALL LOCATED UNDER DRAG TRUSS /` E--C?�1--/� BYC- 2- TRUSS OVER O TOP PLATE AT INTERIOR BRACF-WAi i S rR) NO SCALE Qp H DeS� ns M Btiilsllg Pa nsting.' esi n,C , ,suttmg x; FIR MI • •. 01'rNIT&V• • Client Address: -0 , n 0. '^� /1♦ U-) _ VJ O V ir• � n' ■ ♦W co IS W t'M) Job Site Location: -0 U-) L.L� �/ CU TLO V) Q U` CCo _ G � s a c� o > W (.C) IIn MS c ) Project Information: Drafting By: JL 2-7-17 Job Name: Minetti Plan Check Job #: 1635 5-2-17 Date: 10/10/16 2 Plan Check Rev #: 00 Authorization By: Signature only by: Jason Liebgott ALL DEAS, D SIGNSAND LANS REPRESENTED BY THIS RAWIN6ARE THE EXCLUSIVE PROPERTY OF LH DESIdI Ago SHALL NOT BE REPRODUCED WITHOUT PRIORWRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Foundation & Framing Details - l_ CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Calculation ate/Tim • 0 f Project Name: Residential Building Q e. 7.5.,, Thu, Feb 1 r, 2017 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH)--Pln Ck Rev#l.ribdx CFI R -PRF -01 Page 1 of 8 GENERAL INFORMATION This is the sum of the annual TD`,f ?nergy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget} and the annual TDV energy consumption for lighting and components not regulated by Title 24; Part 6 (such as donntesuc appliances and consumer electronics) and accounting for the annual TDV energy offset by an on -Site. rerawarle energy system. ENERGY USE SUMMARY OI Project Name Residential Building 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV1ff2-yr) 03 Project Location 37e9 Royal Mountain Rd Compliance Margin Percent Improvement 04 City Butte Valley 05 Standards Version Compliance 2015 06 Zip Code 959,65 07 Compliance Manager Version BE v1Cmpk1gr 20134b (433) 08 Climate Zone CZ11 09 Software Version EnergyP€o 6.8 10 Building Type Single Family 11 Front Orientation (degiCardinal) -30 12 Project Scope Addition andior Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 2730 1s Number of Zones 3 16 Slab Area (111[2} 1622 17 Number of Stories 2 18 Addition Cond. Floor Area 350 19 Natural Gas Available No 20 Addition Slab Area m2) 350 21 Glazing Percentage I%) 15.91 COMPLIANCE RESULTS 01 Building Complies with ComputerPerformance 02 This building DOES NOT require HERS Verification Regi-stration Nurnber: 213-Ar45U9&rB-eGE1ts T'JL11, ;,Cil Registration Wtei`Time: 2017.02 16 e8:G6t4F HERS Provider: Cay:CERTS me- CA nkCA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-01202016-433 Report Generated at: 2017-02-16 07:56:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calculation Date/Time: 077:55, Thu, Feb 16, 2017 Page 4 of 8 Calculation Description: Title 24 Analysis Input Fite Name: 120616-Minetti (LH)--Pln Ck Rev#1.rlbdx ATTIC This is the sum of the annual TD`,f ?nergy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget} and the annual TDV energy consumption for lighting and components not regulated by Title 24; Part 6 (such as donntesuc appliances and consumer electronics) and accounting for the annual TDV energy offset by an on -Site. rerawarle energy system. ENERGY USE SUMMARY 03 1 04 1 OS 06 Name Side of Building 04 05 06 07 08 Energy Use (kTDV1ff2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 25.18 21.03 4,15 16,5% Space Cooling 61-52 60.53 0.99 1.61 IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 15-48 15,48 0.00 01.0410 Photovoltaic Offset No 10,00 0.00 -- Compliance Energy Total 102.18 97.04 5.14 5.0° Regi-stration Nurnber: 213-Ar45U9&rB-eGE1ts T'JL11, ;,Cil Registration Wtei`Time: 2017.02 16 e8:G6t4F HERS Provider: Cay:CERTS me- CA nkCA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-01202016-433 Report Generated at: 2017-02-16 07:56:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calculation Date/Time: 077:55, Thu, Feb 16, 2017 Page 4 of 8 Calculation Description: Title 24 Analysis Input Fite Name: 120616-Minetti (LH)--Pln Ck Rev#1.rlbdx ATTIC This is the sum of the annual TD`,f ?nergy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget} and the annual TDV energy consumption for lighting and components not regulated by Title 24; Part 6 (such as donntesuc appliances and consumer electronics) and accounting for the annual TDV energy offset by an on -Site. rerawarle energy system. 01 02 03 1 04 1 OS 06 Name Side of Building Area (fie) U -factor Status Verified Existing Condition Door Front 1iv'all-Alt 33.3 0.50 New No 04 01 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Root Reflectance Roof Emittance Radiant Barrier Col Roof Status Verified Existing Condition Attic: Zone 2-1 st Firor -N Attic RoolZone 2 -1st Floor -N Ventilated 6 CA 085 No No New No Attic Zone :3 -2nd Floor Attic RorfZone 3 -2nd Floor Ventilated 6 CA 0.85 No No Altered No WINDOWS This is the sum of the annual TD`,f ?nergy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget} and the annual TDV energy consumption for lighting and components not regulated by Title 24; Part 6 (such as donntesuc appliances and consumer electronics) and accounting for the annual TDV energy offset by an on -Site. rerawarle energy system. 01 02 03 1 04 1 OS 06 Name Side of Building Area (fie) U -factor Status Verified Existing Condition Door Front 1iv'all-Alt 33.3 0.50 New No 04 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplier Area (ft2) U -factor SHGC Exterior Shading Status Verified Existing Condition Window Frit nt Wall -E (Front -9{s} -- 1 32.0 0.55 0.67 Insect Screen (default) Existing No Window 2 Rear WVall (Back-2"7fY) --- - 1 62.3 0.85 0.67 Insect Screen (default) Existing No Window Alt Right Wall -Alt (Rigel - -- 1 6.0 0.34 3.34 Insect Screen (,default) New Nr`A Window 3 Front Wall (Front -90) - - 1 24.0 09,34 13.34 Insect Screen (default) New WIN Window 4 -; :.Left Vdai 2 (Left. 1801 __ 75. b , .34 Ci 3.,54 Insect Screen tlatau,i ( s New N.A Window 5 Front Wall 2 (Front -90) Front ll 6.34 0:34" Insect Screen (defauif, New NIA Window 6 Leek Wali S (Lefl 1 40.7 0.34 0,34 Insect Screen (default) Now N/A Window 7 Rear Wail 2 (Back -270) -- 1 42-0 0,34 0.34 insect Screen (default) New NIA Window 3 Right Wail 3 (Right -0) - ---- 1 66.6 0,34 03.34 Insect Screen (default) New NIA DOORS This is the sum of the annual TD`,f ?nergy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget} and the annual TDV energy consumption for lighting and components not regulated by Title 24; Part 6 (such as donntesuc appliances and consumer electronics) and accounting for the annual TDV energy offset by an on -Site. rerawarle energy system. 01 02 03 1 04 1 OS 06 Name Side of Building Area (fie) U -factor Status Verified Existing Condition Door Front 1iv'all-Alt 33.3 0.50 New No Re istration Ntmbeu Registration Dat- T€me: 2017-02-16 d.G6.47 HERS provider. Ca,;CE FTS cc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-01202010 433 Report Generated arc 2017-02-16 07:56:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DateMme: 07:55, Thu. Feb 16, 2017 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH)--Pln Ck Rev#1.ribdx CFI R -PRF -01 Page 7 of 8 HVAC - HEATING SYSTEMS: Heat Pumps This is the sum of the annual TD`,f ?nergy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget} and the annual TDV energy consumption for lighting and components not regulated by Title 24; Part 6 (such as donntesuc appliances and consumer electronics) and accounting for the annual TDV energy offset by an on -Site. rerawarle energy system. 02 Rel nce Energy Usk Energy Design Rating Margin Percent Improvement Total Energy (kTDVlf2-yr}" 01 02 03 04 05 06 07 Name Type HSPFICOP Heating Cap 47 Cap 17 Cooling SEER EER. Heat Pump System I DuctlessHeatPump 11:3 36€100 36000 15.8 11.3 Heat Pump System 2 DuctlessHeatPurnp 11.3 1 mcroo 36000 15.8 11.:s IAQ (indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM tAQ Fan Type IAQ Recovery Effectiveness(lo) HERS Verification SFam IAOVentRpt 0 Default 0 Not Required Registration Number: Registration Date/Time: '2017-02-1608:0647 HERS Provider: CalCERTS Inc. CA € wilding Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-01202016-433 Report Generated at: 2017-02-16 07:56:56 -L; CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF,01 Project Nance: Residential Building Calculation Date/Titin: 07:.55, Thu, Feta 16, 2017 Page 2 of 8 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH) --Pin Ck Revgl.ribdx REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis, NO SPECIAL FEATURES REQUIRED HERS FEATURE SUMMARY The following is a summary of the features that must he field -verified by a certified HERS Rater as a condition for meeting the modeied energy performance for thts Computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • -- None - Cooling System Verifications: • -- Norte -- HVAC DistrititAian Systern Verifications: • -- None -- Domestic Hot Water System Verifications: • -- None -- ENERGY DESIGN RATING This is the sum of the annual TD`,f ?nergy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget} and the annual TDV energy consumption for lighting and components not regulated by Title 24; Part 6 (such as donntesuc appliances and consumer electronics) and accounting for the annual TDV energy offset by an on -Site. rerawarle energy system. 02 Rel nce Energy Usk Energy Design Rating Margin Percent Improvement Total Energy (kTDVlf2-yr}" 157.24 , 148.91 1 8.33 1 1, 5.3% includes. calculated Appliances and Miscellaneous Energy Use (All BUILDING - FEATURES INFORMATION 01 02 03 01 02 03 04 OS 106 02 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems- Number of Water Heating Systems Residential Building 27301 1 4 3 0 1 ZONE INFORMATION 01 02 03 04 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating Systern 1 Water Heating System 2 Zone 1 -1st Floor Existing Conditioned HVAC System 1st Floorl 1272 8 DHW Sys 1 Zone 2 -1st Floor -N Conditioned HVAC System Ist Floor1 350 8 Zone 3 -2nd Floor Conditioned HVAC System -2nd Floor2 1108 9 Registration Number: 216-A61 Registration Date/Time; 2317-02-16 08 e6:47 HERS Provider. CalCERTS lnc. GA Building Energy Efficiency Standards ndard_ 2313 ResidnCompliance Report Version iF1R L120201C- 433 Report Generated at: 2017-02-16 07:56:5E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR•PRF-01 Project Name: Residential Building Calculation Date/Time: 07:55, Thu, Feb 16, 2017 Page 5 of 8 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH)--Pln Ck Rev#1.ribdx OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Name Zone Area (ft`) Perimeter (ft) Edge Insul. R -value Carpeted Fraction Total Cavity Winter Design Verified Existing Condition Construction Narne Surface Type Construction Type Framing R -value U -value Assembly Layers Slab Zone 2 -1st Floor -N :350 4.4,.8 None 0.8 No New Inside Finish: Gypsum Board Max Ramirez Front Wall -E Company: Late Signed• Golden Sun Designs 2017-02-16 08:06:47 Cavity I Frame: R -f f l 2x4 r^fail R-11 1978-1991 Exterior Walls Wood Framed Wal 2x4 16 in. O.C. R 11 0.110 Exterior Fil lz 3 Goat Stucco 180, Left 192 0 90 Existing inside Finish: Gypsustt Board Rear'Nall Zone 1 -1st Floor Existing Wall R-11 1978-1991 270 Back 288 Davityl Frame: R-15 A 2x4 R-15 Wall Exterior Wails Wood Framed Well 2x4 7 16 in. O.C. R 15 0.095 Exterior Finlslr. 3 Groat Stucco Right 136 0 90 Existing No Inside Finish: Gypsum Board Zone 1 -1st Floor Existing R-15 Wall 90 Front 73.6 33.3 Cavity/ Frame: R-191 2x8 Altered NDA Rear Wail -Alt Zone 1-Ist Floor Existing R -f 5 1AW1 270 Roof Deck- Wood Slairrglshevf�ing'cfeek erg R-19 Roof Cathedral Cathedral Ceilings 'Wood Framed Ceiling 2x03 1@ 16 in. O.C. P 19 01}54 Rocfln{a: Light Roof (Asphalt Shingle) R-15 Wail 0 Right biz 6 90 Cavity Frame: no in.sul. i 2x4 Top Chrd NIA Front Wall Zone 2 -1st Fluor -N 2x4 Top Onord of Roof Truss @ 24 9C Front Roof Deck: Wood Sidinglshea hingrdecking Attic RoofZcne 2 -1st Floor -N Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphatf Shingle) 130 Lett 120 75,8 90 Neuw Inside Finish: Gypsum Board Right W1/all 2 Ceilings (below R-15 Wall 0 Right 60 Cavity t Fraatsaa: R-9.11 2x4 R-33 Roof Attic attic'" Wood Framed Ceiling 2x4 ar 24 in; O.C. ft 38- 0.025 •Over Ceiling Jars,s, 1[R-28.9Tnsul "350 New NIA Cavity 1 Frame: no insul. t 2.x4 Ton Chrd Zone 3 -2nd Floor R-15 `;Nall 910.3 2x4 Top Chord of Roof Truss Ca, 24 440 84 Roof Deck: Mood SidiniTsheathingidecking Attic RoofZone 3 -2nd Floor Attic Roofs Wood Framed Ce li ny""' in. O.C. none 0,644 Rooting: Light Roof {Asphalt Shvil 192 40-7 90 Altered N/A Rear Wall 2 Floor Surface' Carpeted R-15 Wall 270 Bait. 4411 42 90 Floor Del 1,146l Sidai70l sheathing! yecking NIA Right Wail 3 I R-15 Wall 0 Right Cavity I Frame: no irislJ i 2x32 R-0 Floor No Ciawlspace interior Floors World Framed Floor 2x 12 e- 16 in. 0, C. none 7.196 Ceil Seto^r Finish: Gyasam Board SLAB FLOORS 01 02 03 04 05 06 07 08 09 Name Zone Area (ft`) Perimeter (ft) Edge Insul. R -value Carpeted Fraction Heated Status Verified Existing Condition Slab -E Zone I -1st Floor Existing 1272 82.3 None 0,8 No Existing No Slab Zone 2 -1st Floor -N :350 4.4,.8 None 0.8 No New No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (Qui Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required - Registration Number: Registration Date Time: �n 7 -r2 -1C 04 {6:17 HERS Provider: Cait EftTS i•roc. CA Building Ener€yEfficiene�Standards2L 13 Residential Compliance RepoVersion - Cf1R-01202016 433 Report Generated at: 2017-02-16 07:56:56 6 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calculation Date/Time: 07:55, Thu, Feb 16, 2017 Page 8 of 8 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti (LH) -Pin Ck Rev##1.ribdx DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name, Documentation Author Signature: Max Ramirez � l %rt %Clrmirr_ Company: Signature Cate. Golden Stan Designs 2017-02-16 08:06:47 Address: GEAiHERS Certification €dentfication (Fapplicable): 22189 Sarnson Ave NIA CitylstatelZip: Phone: Corning, CA 96021 530-321-7242 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following tinder penalty of perfury, under the lawns of the State of California, 1. I am eligible under Division 3 of the Business and Prof .ssions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2, 1 cert fy the, the energy features and performance specifications identified on this Certificate of Compliance conform to the require rnents sof Title 24, Raft 1 and Part 6 of the California Cade of Regulations. 3. The building design features or system design features ideri fled ars this Certificate of Compliance are consistent with the information provided on other applicable comp€iance documents, wworksfiaets, calculations, plans and specifications submitted to the enforcement agency for approval with this building per€?lit application. Responsible Designer Name: Responsible Designer Signatul l Tilt (deg} Status Max Ramirez Front Wall -E Company: Late Signed• Golden Sun Designs 2017-02-16 08:06:47 Address: License: 22189 Sarnson Ave NIA Ctty,`State,Zip: Phone: Corning, CA 96021 530-321-7242 t i rfaify sig„edby GatL'fhTs. This d y,.et signature is pr victed itr oro'er to secure the eor?ll of this reyisie.ey„iii:vtnent, artd in no nayhi lr« Rey,,«etion f'rouuier restaorr,:;aPt;t,'ff� for tt,e aceua icy ni the lnr`ortn�atlon. Registration Member: 215•AOdbGS;irO6 i?UJCiCPw,3Eiir-a;UC6 Registration Date/Time: 21717-02-10 08 :647 HERS Provider: CalCERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-01202016-433 Report Generated at: 2017-02-16 07:56:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Narne: Residential Building Calculation Date/Time: 07:55, Thu, Feta 16, 2017 Calculation Description: Title 24 Analysis Input Fite Name: 120616-ivlinetti (LH) --Pin Gk Rev#1.ribdx CFI R -PRF -01 Page 3 of 8 OPAQUE SURFACES 01 02 03 04 05 06 06 07 08 01 02 03 04 05 06 07 08 09 10 Narne Zone Construction Azimuth Orientation Gross Area (112) Window ff Door Area (ttz) Tilt (deg} Status Verified Existing Condition Front Wall -E Zone 1 -1st Floor Existing 3 Wall RA 1 1978-1981 90 Front 185 32 90 Existing g No Left (Nail Zone, i -1st Floor Existing Wail R-11 1978-1091 180, Left 192 0 90 Existing No Rear'Nall Zone 1 -1st Floor Existing Wall R-11 1978-1991 270 Back 288 6:2.3 90 Existing No Right Wall Zone I.1st Floor Existing Wall R-11 1978-1991 0 Right 136 0 90 Existing No Front Wall -Alt Zone 1 -1st Floor Existing R-15 Wall 90 Front 73.6 33.3 90 Altered NDA Rear Wail -Alt Zone 1-Ist Floor Existing R -f 5 1AW1 270 Sack 80 D 90 Altered NIA Right Wall-Att Zone I -1st Floor Existing R-15 Wail 0 Right biz 6 90 Altered NIA Front Wall Zone 2 -1st Fluor -N R-15 Wall 9C Front 178.3 24 90 New NAA Left Wall 2 Zane 2 -1st Floor -N R-15 Wall 130 Lett 120 75,8 90 Neuw NAA Right W1/all 2 Zone 2 -1st Floor -N R-15 Wall 0 Right 60 0 90 New NIA Roof -Truss Zone 2-1stFloor -N R-38 RoofAttic "350 New NIA Front Wall 2 Zone 3 -2nd Floor R-15 `;Nall 910.3 Front 440 84 90 Altered NIA Left Wali 3 Zone 3 -2nd Floor '< R-15 Wall 180 Leff 192 40-7 90 Altered N/A Rear Wall 2 Zone 3 -2nd Floor R-15 Wall 270 Bait. 4411 42 90 Altered NIA Right Wail 3 Zone 3 -2nd Floor R-15 Wall 0 Right 192 66.6 90 Altered NIA. Roof Zone 3 -2nd Floor R-38 Roof Attic 1090 Altered NIA OPAQUE SURFACES - Cathedral Ceilings 01 02 03 04 05 06 06 07 08 09 10 11 12 13 Status Verified Existing Condition DHW Sys I DHIN Standard DHW Heater 1 1 Annual Ei lsting Roof Floor Area Frarnin Verified Existing Verified System Type Name Ducted Name Ducted Orientatio Area Skylight Roof Rise Root Roof Refiectan Roof g Heat Pump Existing Name Zone Type It (ft2) Area (ft2) (x in 12) Pitch Tilt(deg) ce Emittance Factor Status Condifion Roof --Alt Zone 1 -1st Floor R- 19 Roof Right 71.4 0 3 0.25 14.04 0.1 0.85 0.1 Alter! NIA and Cooling System Existing Cathedral Syster ; 2 Na none - 1105 Altered Na Registration3stratroa Number. Registration 2it7-e2-930R..0 e.4 7 HERS Provider. GaleER7S=nc CA Building Energy Efficiency Standards 2013 Residential Compliance Report version - CFIR-31202056-433 Report Generated at: 2017-02-16 07:56:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calculation DatelTime: 07:55, Thu, Feb 16, 2017 Page 6 of 9 Calculation Description: Title 24 Analysis Input File Name: 120616-Minetti jLH)--Pin Ck Rel ribdx WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Narne System Type Distribution Type Water Heater Number of Heaters Solar Fraction N Status Verified Existing Condition DHW Sys I DHIN Standard DHW Heater 1 1 Annual Ei lsting No WATER HEATERS 01 02 03 04 05 06 07 08 Nance Heater Element Type Tank Type Tank Volume (gat) Enemy Factor or Efficiency Tank Exterior Input Rating Insulation R -value Standby Loss (Fraction) CHW Heater 1 Electric Resistance Small Storage 50 0.93 E- 45OD-wetts 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 41 02 03 04 Ora 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use ReCIlCUlation with Manuaf Control Recirctrlaficn with Sensor Control DH'N Sys ma ilei nia fila Tva iia SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Heating System Cooling System Distribution Fan Floor Area Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition H'..AC System I st -real Pump Heating Heat Pump Heat Pump Foorl and Cooling System System I No System 1 No - none - 1622 Altered No HVAG System -2nd I Heat Pump Heating Heat Purtlp Heat Pump Foor2 and Cooling System System 2 No Syster ; 2 Na none - 1105 Altered Na Registration Number: Regeetration Date/T me: 2017 -02 -?6 i)&Y5:47 CA Buildut Ener " Efficient Standards - 23' - a" - g gr Y 2 13 Residential Eompllaate Report V'errarx7 _FIR 012t3231b 433 1 II III 'I 11 II II l ll'i l ll HERS Provider:Tb .ai EE: he . C Report Generated at: 20917-02-16 07:56::56 PERMIT #--- BUTTE_ - PUTTE COUNTY DEVEI-OPMENT SEPNICES REVIEWED FOR CODE COMPLIANCE GLH D�e*s� � As . ` '.°Hal ¢%:':. `= , Dr ❑ r] h Pas of - s � u • d1[ 1 1 t Ga Itl n n e n • Patches• 95928 Client Address: W L J _ rn C- Q rn oU n�1 W Qi o > ■ (,C) W M Job Site Location: ' n w/ (w' VJ LO 0) Q CU o _ o> C' ) M� Project Information: Drafting By: JL Job Name: Mill0 2-7-17 Job #: 1635 Plan Check Date: 10/10/16 A5-2-17 Rev #: 00 Plan Check Authorization By: Signature only by: Jason Liebgott b" ALLfEAS, SIGNSAND PLANS REPRESENTED BY THIS ARE THE EXCLUSIVE PROPERTY OF LH DESI(j,NS,AND SHALL NOT BE REPRODUCED WITHOUT PRIOk VVVRRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: CF -R1 Form 11 Sheet Number: 11