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B17-0287 055-490-002
IL PLAN DE516NER: JAME5 PEPPLER FIN15H DATE: VNI TO THE z \l - GODE5A5 L15TED: 0 W O � CRC) V V A � E— PLUMBING O Q in ry ( CEG) AND THE 2016 CAL v � <v � J Ln Ln w v� Z< Lu Ov w Y-Id w n �o o m L � O A.P. 055-490-002 REV151ON5 DATE: 2-12-17 PLN.GHK. 3-29-17 REV. 2 REV. 3 PAGE INDEX 51TE PLAN 1 _FLOOR PLAN 2 ELEVATIONS 3 FOUNDATION 2 5EGTION5 4 ROOF 4 ELEGTRIGAL I4 BEE ATTACHED ENGINEERING P6551, 52, 53 PLAN5 GO1NFORM TO THE z CALIFORNIA TRADE GODE5A5 L15TED: 0 2016 � CRC) 2016 MECHANICAL A � E— PLUMBING O Q ( GEC) 2016 ENERGY CODE ( CEG) AND THE 2016 CAL GREEN <v � J w J ul0 Q W z} wX O ro A w OL z A.P. 055-490-002 REV151ON5 DATE: 2-12-17 PLN.GHK. 3-29-17 REV. 2 REV. 3 PAGE INDEX 51TE PLAN 1 _FLOOR PLAN 2 ELEVATIONS 3 FOUNDATION 2 5EGTION5 4 ROOF 4 ELEGTRIGAL I4 BEE ATTACHED ENGINEERING P6551, 52, 53 PLAN5 GO1NFORM TO THE 5TATE OF CALIFORNIA TRADE GODE5A5 L15TED: 2016 BUILDING CODE (CBG) 2016 RE5I0ENTIAL CODE( CRC) 2016 MECHANICAL CODE ( GMC) 2016 PLUMBING CODE (GPC) 2016 ELECTRICAL CODE ( GEC) 2016 ENERGY CODE ( CEG) AND THE 2016 CAL GREEN CODE (GGG ) FLOOR PLAN r87 30 YR. COMP ROOF -mot I �m1_1- 111 ��I I I ISI ISI 11 Imo! ILII �I ISI ; iIN 01 �I ISI ISI ISI j I� FRONT ELEVATION 5 12 i�GI HT 51 D E M_ PLA<N5 CONFORM TO THE 5TAtTE OF GALIFORNIA TRADE GODE5A5 L15TED: 2016 BUILDING GORE ( GBG) 2016 RE5IDENTIAL GODE( GRC) 2016 MEGHANIGAtL CODE (GMG) 2016 PLUMBING GODS (GPG) 2016 ELEGTRIGA<L GODS (GEG) 2016 ENERGY GODS ( GEC) AND THE 2016 GAEL GREEN GODS (GGG ) SMOOTH 5AWN GONG. FIBER SHEET 510ING PERMIT # E?UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR u CODE Ct3MPLIANCE DATE____ y BY P. P&dP r PLAN DE51ONER: JAMES PEPPLER FIN15H DATE: o� PAGE INDEX 0 z� OLn w(Z) A� �u- ul <v m 2 w Lu U) Lu v, m m N Z z � a m w � < cL z Ln v- A.P. 055490-002 Q� v� � wvm w Ov Q �w N n �Q Lu Ln m Ln � m N O Ln � z w� E O w o .� = v a r PLAN DE51ONER: JAMES PEPPLER FIN15H DATE: RE1/151ON5 DATE: 2-12-17 PLN.GHK. 3-29-17 REV. 2 _ REV. 3 o� PAGE INDEX 0 z� OLn w(Z) A� �u- ul <v FOUNDATION 2 w Lu U) Lu v, 4 m N Z z � a m o � < cL z Ln v- A.P. 055490-002 Q� v� � w Ov Q �w w n �Q A m Ln < RE1/151ON5 DATE: 2-12-17 PLN.GHK. 3-29-17 REV. 2 _ REV. 3 o� PAGE INDEX 0 z� OLn 1 �u- ul <v FOUNDATION 2 w Lu U) Lu v, 4 z O� Z z U-1 _w a m RE1/151ON5 DATE: 2-12-17 PLN.GHK. 3-29-17 REV. 2 _ REV. 3 i I PAGE INDEX 0 51TE PLAN FLOOR PLAN ELE1/ATION5 1 2 3 FOUNDATION 2 J w w> 5EGTION5 ROOF 4 z O� Z z wX O m D w cL z A.P. 055490-002 RE1/151ON5 DATE: 2-12-17 PLN.GHK. 3-29-17 REV. 2 _ REV. 3 5EE ATTACHED ENGINEERING P65 51, 52, 53 1 3 i I PAGE INDEX 51TE PLAN FLOOR PLAN ELE1/ATION5 1 2 3 FOUNDATION 2 5EGTION5 ROOF 4 _ 4 EL_EGTRIGAL 4 5EE ATTACHED ENGINEERING P65 51, 52, 53 1 3 GENERAL ELECTRICAL NOTE5 PER CEG 2016 1. ALL FIRE ALARMS 5HOWING ARE TO INCLUDE CARBON 5. PROVIDE A MINIMUM OF 50 PERCENT OF TOTAL RATED MONOXIDE DETECTION, AND SHALL BE INTER- WATTAGE IN KITCHEN LIGHTING TO BE HIGH EFFICACY. CONNECTED. 2016 2. ALL RECEPTACLES FOR 120\/, SINGLE PHASE, 15 AND 20 q.ALL LUMINARIES INSTALLED IN RE51DENTIAL CONSTRUCTION AMP CIRCUITS MUST BE ARG- FAULT CIRCUIT - MUST QUALIFY A5 " HIGH EFFICACY " IN ACCORDANCE WITH TABLE INTERRUPTER (AFGI) TYPE. 150.0-A 2016 GAL. ENERGY CODE. (CEG) 3. ALL RECEPTACLES FOR 120V, SINGLE PHASE, 15 AND 10. ALL LIGHTING INSTALLED IN THE GARAGE, BATHROOMS AND 20 AMP CIRCUITS MUST BE TAMPER- RE51STANT TYPE. LAUNDRY ROOM SHALL BE HIGH EFFICACY LUMINAIRES AND TYPE OF WIDTH IN HEIGHT IN CONTROLLED BY VACANCY SENSORS. 4. PROVIDE TWO OR MORE 20 AMP SMALL APPLIANCE AREA IN SQ. BRANCH CIRCUITS EVENLY PROPORTIONED IN THE 11. ALL PERMANENTLY ATTACHED OUTDOOR LIGHTING TO KITCHEN, PANTRY, BREAKFAST ROOM, OR 51MILAR AREA PROP05ED RESIDENTIAL BUILDING AND TO OTHER BUILDINGS ON TO SERVE ALL WALL AND FLOOR AREAS. 5UGH CIRCUITS THE SAME LOT ARE TO BE HIGH EFFICACY, CONTROLLED BY SHALL HAVE NO OTHER OUTLETS. MANUAL ON AND OFF SWITCH, AND CONTROLLED BY A PHOTO EAVE 22. x 5.5 = GELL AND MOTION 5EN50R. OR: PHOTO CONTROLLED, 5. BATHROOMS RECEPTACLES SHALL BE SUPPLIED BY ASTRONOMICAL TIME CLOCK, OR ENERGY MANAGEMENT ONE 20 AMP CIRCUIT WITH NO OTHER OUTLETS. GONTROLL SYSTEM (EMCS ) 6. LAUNDRY ROOM RECEPTACLES SHALL BE SUPPLIED WITH 12. ALL LIGHTING CONTROL DEVICES AND SYSTEMS, BALLAST, AND ONE DEDICATED 20 AMP CIRCUIT WITH NO OTHER OUTLETS. LUMINARIES SHALL MEET APPLICABLE REaUIREMENT5 OF 7. FIXTURES, LAMPHOLDER5, AND RECEPTACLE OUTLETS SECTION 110.q. MUST BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS NQ MORE THAN 6 LB5. OR EXCEEDS 16 INCHES IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE 56REW SHELL OF A LAMP GENERAL PLUMBING NOTE: MAXIMUM FLOVq RATE HOLDER PER 2010 GEC art. 410.30 ( a ) OUTLET BOXES SHALL OF RE51DENTIAL LAYATORY FAUGET5 SHALL NOT NOT BE USED A5 THE SOLE SUPPORT FOR CEILING ( PADDLE) EXGEED 1.2 GALLONS PER MINUTE AT 60 P.5.1. FANS PER 2010 GEC art. 314.21 (A) AND (D). (X) ATTIC VENTILATION CALCULATIONS TO THE ( ) UNDERFLOOR CALIFORNIA TRADE GODE5A5 L15TED: 2016 BUILDING GORE ( GBG) 2016 FLOOR AREA IN SQ. FT. OF NET VENTILATION GROSS AREA OF VENTS SQ. FT. AREA REQUIRED REQUIRED IN SQ. FT'. 2280 150 = 15.2 AND THE 2016 GAL TYPE OF WIDTH IN HEIGHT IN AREA IN SQ. AREA IN SQ. HOW AREA IN SQ. VENT INCHES INCHES IN. OR NFVA FEET EACH MANY FT. PROVIDED EYE BRW N/q x u, w 144 = x EAVE 22. x 5.5 = 75 144 = .52 x IF167= 8.32 GABLE 14" x 24 = 102 :- 144 = 71 x O V TOTAL VENT AREA PROVIDED -MUST EQUAL OR EXCEED GROSS AREA REQUIRED 15.74 VULCAN VENT OR EQUIV. w n NQ ENGINEERED TRUSSES 5:12 PITCH 30 YR. COMP ROOF 1/2" COX OR 05B /ROOF SHEATHING APPLY NON-COMBUSTIBLE PLY TO EAVES AND UNDER51DE OF CARPORT CEILING GEILING5 NOTE: CORROSION RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION. 5ELF-ADHERED MEMBRANES SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES SHALL COMPLY WITH AAMA 714. FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. SLAB FLOOR GROUND ADJACENT TO THE FOUNDATION MUST SLOPE AWAY FROM BUILDING AT NOT LE55 THAN 6" WITH IN THE FIRST 10 FT. (5% SLOPE) 1 BUILDING 5EGTION �j SC: 114" = 1 FT. 2 X 6 OF. STUDS AT 16" O.G. AT EXTERIOR WALL5 4'X 10'X 1/2" NON- COMBUSTIBLE SHEET SIDING AT EXTERIOR WALL5 F— — — — — — — — — — — — — — — — — — — — — ivvnrir�vv-rnrv�(PROVIDE SEPARATE \ GROUNDING WIRE FROM MAIN PANEL SERVICE PER 2016 CEG ARTICLE 250-32.) 1/2 BATH ExteHo,Lwtvr 1 ---------LIGHTING SUITABLE FOR WET LOCATIONS \5.5 X 22.5 APPROVED EAVE VENTS W/ NVFA OF 75 (16 TOTAL) N N 0�: Z -_\¢ PORCH GARAGE I I I �I I 7 52 I I < L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6 52 Life ELECTRICAL PLAN NOT TO SCALE APPROVED EYEBROW VENTS W/ N\/FA OF 72 (12 TOTAL) 0 � I 14 X 24 APPROVED GABLE 1/ENT5__--____f W/ N\/FA OF 102 (2 TOTAL) 0 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR /CODE COMPLIANCE DATE PLANS CONFORM TO THE STATE OF CALIFORNIA TRADE GODE5A5 L15TED: 2016 BUILDING GORE ( GBG) 2016 RE51DENTIAL CODE( CRC) 2016 MECHANICAL CODE (GMG) 2016 PLUMBING CODE (CFO) 2016 ELECTRICAL CODE ( GEC) 2016 ENERGY CODE (GEG) AND THE 2016 GAL GREEN CODE (GGG ) � viyiL --------- �,`� ale. ROOT= PLAN PLAN DESIGNER: JAMES PEPPLER FINISH DATE: PAGE INDEX z lY SITE PLAN FLOOR PLAN ELEYATION5 wo Q� 2 3 J � m 2 ou- m m N 4 w � in u, w Ln � D is w vm O V w ,1`�,^) w n NQ Ln L O 1L � •N [A Ln z > w E W w Z O� LU 0 wX O m PLAN DESIGNER: JAMES PEPPLER FINISH DATE: A.P. 055-4q0-002 r � REVISIONS DATE: 2-12-17 PLN.GHK. 3-29-17 REV. 2 REV. 3 PAGE INDEX z lY SITE PLAN FLOOR PLAN ELEYATION5 wo Q� 2 3 J � FOUNDATION 2 ou- Q m N 4 O � in u, w Ln � D w O V w ,1`�,^) w n NQ Q L O tom- < [A A.P. 055-4q0-002 r � REVISIONS DATE: 2-12-17 PLN.GHK. 3-29-17 REV. 2 REV. 3 PAGE INDEX z SITE PLAN FLOOR PLAN ELEYATION5 1 2 3 FOUNDATION 2 ou- Q 4 4 W w u, w w ,1`�,^) ' V O J D } W w Z O� z � z wX O m n w 0- z - A.P. 055-4q0-002 r � REVISIONS DATE: 2-12-17 PLN.GHK. 3-29-17 REV. 2 REV. 3 SEE ATTAGHED ENGINEERING P67'5 51, 52, 53 L5 4 PAGE INDEX SITE PLAN FLOOR PLAN ELEYATION5 1 2 3 FOUNDATION 2 5EGTION5 ROOF ELEGTRIGAL 4 4 4 SEE ATTAGHED ENGINEERING P67'5 51, 52, 53 L5 4 MA��C 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA COUNCIL RESIDENTI-AL MANDATORY MEASURES, SHEET 1 (INCLUDING JANUARY 1, 2017 ERRATA) INSPECTOR SIGNOFF CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. in mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA -SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retrain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1. Where there is no commercial power supply. 2. Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or developer by more than $400.00 per unit. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 2081240 -volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1 -inch inside diameter`). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permitt installation of a branch circuit overcurrent protective device. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 4.106.4.2 New multifamily dwellings. Where 17 or more multifannily dwelling units are constructed on a building site, 3 percent of the total number of parking spaces proviided for all types of parking facilities, but in no case less than one, shall be electric vehicle charging stations (EV spaces) capable of supporting future EVSE. Calculations for the number of EV spaces shall be rounded up to the nearest whole number. Note: Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.2.1 Electric vehicle charging space (EV space) Locations. Construction documents shall indicate the location of proposed EV spaces. At least one E'V space shall be located in common use areas and available for use by all residents. When EV chargers are installed, EV spaces required by Selction 4.106.2.2, Item 3, shall comply with at least one of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible rroute, as defined in the California Building Code, Chapter 2, to the building. INSPECTOR SIGNOFF 4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486 mm). 2. The minimum width of each EV space shall be 9 feet (2743 mm). 3. One in every 25 EV spaces, but not less than one EV space, shall have an 8 -foot (2438 mm) wide minimum aisle. A 5 -foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240 - volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV spaces. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40 -ampere minimum branch circuit. Raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. 4.106.4.2.5 Indentification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. Notes: 1. The California Department of Transportation adopts and publishes the "Californa Manual on Uniform Traffic Control Devices (California MUTCD)" to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission Vehicle Signs and Pavement Markings can be found in the New Policies & Directives Number 13-01. Website: www.dot.ca.gov/trafficops/policy/13-01.pdf 2. See Vehicle Code Section 22511 for EV charging space signage in off-street parking facilities and for use of EV charging spaces. 3. The Governor's Office of Planning and Research (OPR) published a "Zero -Emission Vehicle Community Readiness Guidebook" which provides helpful information for local governments, residents and businesses. Website: http://opr.ca.gov/docs/ZEV_Guidebook.pdf. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall 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. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to 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 1.2 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 the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 2.0 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.25 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH INSPECTOR SIGNOFF 4.304 OUTDOOR WATER USE 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non -hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsite are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 lbs./sq.ft. of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, 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 inspections verifications required by the enforcing agency or this [California Green Building Standards] code. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non-hazaradous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard_ "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I -joists or finger jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT -VENT APPLIANCE. A fuel -burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. INSPECTOR SIGNOFF MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O'/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven -dry wood. PRODUCT -WEIGHTED MIR (PWMIR). The sum of all weighted -MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indication they are certified to meet the emission limts. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of < Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air �y0 Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation GOJ�`4 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the tS F co enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. TABLE 4.504.1 - ADHESIVE VOC LIMITI,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS LI 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 & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 i 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. PLAN5 CONFORM TO THE 5TATE OF CALIFORNIA TRADE CODE5A5 L15TED: 2016 BUILDING CODE (CBC) Q 2016 RE51DENTIAtL CODE( CRG) 2016 MECHANICAL CODE (CMO) 2016 PLUMBING CODE (CPO) 2016 ELECTRICAL GODS (CEO) 2016 ENERGY CODE (GEC) AND THE 2016 GAEL GREEN CODE (COG) F; Ll PLAN DE5IGNER: JAMES PEPPLER FIN15H DATE: tll 1_ O QC o� Q W O D `fl 2 J J � D } W J w t< v Ln m � rt lS� r D D W IL Z -� o to Ln J C) u M z LI m OV U.1 W Q Q D Z) Z >1_ c m tYa q- d- A.. Z �� E J U n IL PLAN DE5IGNER: JAMES PEPPLER FIN15H DATE: tll 1_ O QC o� Q W O D `fl 2 J J � D } W J w t< v Ln w LA CV rt lin D D W IL Z -� o to Ln J vtL z UJ OV U.1 W Q Q D J D< CA O tYa q- d- A.. Q� O !Y_ 1_ O 2 o� Q FOUNDATION 2 J 4 D } W J w t< v Ln w U-1 rt to D D W IL Z -� o LU !Y_ 1_ O 2 U_ 3 FOUNDATION 2 J 4 D } W Ul Z ti_i 4 �v m O U1 2 O D W IL Z -� A.P. 055-4q0-002 REVI51ON5 DATE: 2-12-17 PLN.CHK. 3-29-17 RF V._..2 ....._......_.............. REV. 3 ......................... PAGE INDEX 51TE _PLAN 1_ FLOOR PLAN 2 ELEVATIONS .................. 3 FOUNDATION 2 5EGTIONS 4 ROOF 4 ELECTRICAL 4 5EE ATTACHED ENGINEERING P65 51, 52, 53 O :_���� 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA COUNCIL RESIDENTIAL MANDATORY MEASURES, SHEET 2 (INCLUDING JANUARY 1, 2017 ERRATA) INSPECTOR SIGNOFF TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS 50 ARCHITECTURAL 350 NON -POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NON -FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS 0.11 ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COAL INC, INULUUINU VVA I tK 6, EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. INSPECTOR SIGNOFF Cl G TABLE 4.504.5 - FORMALDEHYDE LIMITS, MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product requirements of at least one of the following: 1. Carpet and Rug Institute's Green Label Plus Program. 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, February 2010 (also known as Specification 01350). 3. NSF/ANSI 140 at the Gold level. 4. Scientific Certifications Systems Indoor AdvantageTM Gold. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350), certified as a CHIPS Low -Emitting Material in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program). 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, February 2010 (also known as Specification 01350). 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4 -inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are edacceptable. INSPECTOR SIGNOFF CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. INSPECTOR SIGNOFF o nuc V1 !Or is rn DC "ccn nn1 Ani 1Nn1v1n11A1 ppn IFCT BA SIS AND AAAV RF MMIF1Fn Ry THF FND IIRFR TO MFFT THOSE INDIVIDUAL NEEDS. THE END USER A BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit Will not be issued until completed plan submitted APN: Building Permit # Owner Name: Submit completed form in person or by mail or fax to: Butte County Development Services - Building 7 County Center Drive OrovilIe, CA 95965 Phone: (530)538-7601 Fax: (530)538-2140 Owner Mailing Address: Owner Phone: ( ) Jobsite Address: Project Sq. Ft.: Project Type: :-I Construction I Demolition Jobsite Contact: Company: Jobsite Phone: ( Brief description of project: By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final Inspection(s) and/or penalties. Applicant: (Owner I Contractor) Signature: Date: MATERIAL (11_ Reuse Recycle Dispose FACILITIESISERVICE PROVIDERS TO BE USED 3 Inert Material (Concrete, asphalt) W (3 Q LY � Lumber O m I Plant/Tree Debris Q 0v Dry Wall w in ll -1 lu i Metal I p/ m a- v� Cardboard � t w �� Other. W IY Other: J 0 ►i_i 0) Recovery Plan approved: Date: (Building Division) Please refer to the Butte County online Recycling Directory for local recycling service providers at:www.RecycleButtemet. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY FINAL REPORT Final inspection will not be scheduled until completed report submitted APN: Building Permit # Submit completed form in person or by mail to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Owner Name: Owner Phone: { ) Jobsite Address: Project Type: ❑ Construction ❑ Demolition Jobsite Contact: Company: Jobsite Phone: it } MATERIAL Reuse Tonnage Recycle Tonnage Disposal Tonnage ACTUAL FACILITIES/SERVICE PROVIDERS USED Inert Material (concrete, asphalt) W (3 Q LY � Lumber O m Plant/Tree Debris Q 0v Dry Wall w in ll -1 lu Metal p/ m a- v� Cardboard � z� w �� Other: W IY Other: J 0 ►i_i 0) Total tons of material disposed of (not recycled or reused) Total tons of material not disposed (either recycled of reused) Percent recycled/reused % Please sign indicating that the above information is true and correct to the best of your knowledge: Applicant: (Owner or Contractor): Date: Circle which Final Report returned with comments: (Initial) Date: Final Report approved: (Building Inspector) DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING S I ANVAHUJ (UALUNLLN) cwt. nut 1 v 1 nt VHIVHDLCJ oc 1 vvcciv ov wnvv L� ,. ,� . , �� . �. �. „� ��• •�•� • •� • - -- - ---- - SIS -- - PLAN5 CONFORM TO THE 5TATE OF CALIFORNIA TRADE CODE5A5 L15TED: 2016 BUILDING CODE (CBG) 2016 RE51DENTIAL CODE( CRC) 2016 MECHANICAL CODE (CMC) 2016 PLUMBING CODE (CPG) 2016 ELECTRICAL CODE (GEC) 2016 ENERGY CODE (CEG) AND THE 2016 CAL GREEN GODS (GGG ) Attach copies of weight receipts, gate tags, or other verifying information for all materials that were reused, recycled or disposed. Date: 'IERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR Q/ CODE COMPLIANCE BY PLAN DE5IGNER: JAMES PEPPLER FIN15H DATE: til IY O W (3 Q LY � m O m [Ll j Q 0v w in ll -1 lu p/ m a- v� � z� w �� Ov W IY (] Q J 0 ►i_i 0) J ILO ILm N ED Ov � W z0 O-1 z z to X OW Az CL 2 v .a - PLAN DE5IGNER: JAMES PEPPLER FIN15H DATE: til IY O W (3 Q LY � O Q [Ll j Q 0v -1 W in ll -1 lu p/ m a- v� � z� w W Ov W IY (] Q J 0 W Q 0) J in ED CHECK LIST P67-2 A.P. 055-490-002 REV151ON5 DATE: 2-12-17 PLN.CHK. 3-29-17 REV. 2 REV. 3 PAGE INDEX SITE PLAN 1 FLOOR PLAN 2 ELEVATIONS 3 FOUNDATION 2 5ECTION5 4 ROOF 4 ELECTRICAL 4 5EE ATTACHED ENGINEERING P65 51, 52, 53 O LY O Q l� Q 0v -1 W in ll -1 lu w IY O LL J W Q } W z0 O-1 z z to X O In Q W (L Z A.P. 055-490-002 REV151ON5 DATE: 2-12-17 PLN.CHK. 3-29-17 REV. 2 REV. 3 PAGE INDEX SITE PLAN 1 FLOOR PLAN 2 ELEVATIONS 3 FOUNDATION 2 5ECTION5 4 ROOF 4 ELECTRICAL 4 5EE ATTACHED ENGINEERING P65 51, 52, 53 GENERAL NOTES: HOLDOWN5: I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE I. ALL HOLDOWN5 ARE SIMP50N STRONG -TIE OR EQUIVALENT. CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. LOCATION OF HOLDOWN5 ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING LUMBER TO BE HOT DIPPED GALVANIZED. DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALL5, TYPE OF PARALLEL STRAND LUMBER (P5L) CON5TRUG7ION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. OF SILL PLATE FOR ALL ANCHOR BOLTS. CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY 5. ALL HOLDOWNS ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. 10. REGULATIONS. 5. DETAILS NOT SPEGIFIGALLY 5HOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR LUMBER AND CARPENTRY: CONSTRUCTION SHOWN ON PLAN. 4. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. I. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED 15 SIMPSON PRODUCTS OR GRADING RULES NO. I6 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM ��nmr APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR ROOF PLY TO BE 1/2" GDX (52/16) OR 055 STAGGER JOINTS $ RUN MOISTURE CONTENT OF 11%. MAX LOADING. 2. ALL STRUCTURAL. PLYWOOD SHALL BE 5TRUGTURAL II OR G -D GRADE WITH EXTERIOR 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF 5. STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVALENT APA RATED RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK SHALL BE BALLOON FRAMED TO BOTTOM ORIENTED STRAND BOARD (OSB). WITH 8d'5 O.G. @ EDGES AND BOUNDARY 12" O.G. FIELD UNO. AFFECTED. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED 7. NO 57RUGTURAL MEMBERS SHALL BE OUT, NOTCHED, OR OTHERWISE PENETRATED DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON 5. STRUCTURAL MEMBERS SHALL NOT BE GUT OR NOTCHED UNLE55 SPEGIFIGALLY NOTED THESE DRAWINGS. OR DETAILED OR IS IN ACCORDANCE WITH THE GBG. 5. PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, ANY OF THESE DRAWINGS. Z_ OL EXCEPT WHEN LEDGERED. 1. DO NOT SCALE DRAWIN05. THESE DRAWING5 ARE NOT MEANT TO BE SCALED. GALL 7. GROSS -BRIDGING SHALL BE PROVIDED AT 8' O.G. FOR DIMEN51ONED FLOOR JOIST ENGINEER FOR ANY NEEDED CLARIFICATIONS. OVER 10" IN DEPTH. GR055-BRIDGING SHALL BE PROVIDED AT 10'0.0. FOR 10. STAIRS: RISE 4" MINIMUM TO 7.0" MAXIMUM; RUN II" MINIMUM; HEADROOM 6'-8" MINIMUM; DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN WIDTH 36" MINIMUM PER GBG. APPROVED METAL TYPE BRIDGING. II. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, 8. ALL NAILING TO BE PER GBG TABLE 2304.1.1, UNLESS OTHERWISE NOTED. LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 50" ABOVE 1. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 54" TO 38" ABOVE TREAD PANELS A MINIMUM OF 4'. NOSING PER GBG. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT 15. PROVIDE ATTIC AGGE55 FOR ALL ATTIC AREAS WITH 50" OR MORE IN HEIGHT, MIN. FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. AS REQUIRED AND AGGE55 SIZE IS 22"X30" OR 50"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN REQUESTED BY THE GENERAL CONTRACTOR. ATTIC. 11. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE 14. PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 108. INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB 14.1. NO SPECIAL INSPECTION REaUIRED FOR THIS PROJECT. ON METAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RE515TANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING DESIGN CRITERIA: ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO I. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: CONCRETE SHALL BE SECURED WITH A 51MP50N PBS ANCHOR OR EQUIVALENT, UNLESS I.I. SEISMIC: NOTED OTHERWISE. -SEISMIC IMPORTANCE FACTOR: 1 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN -MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.618, 51 = 0.275 WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 5' TO 6 IN -SEISMIC SITE GLASS: D WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6'. -SEISMIC RESPONSE COEFFICIENTS: SDS = 0.538, SDI = 0.557, Gs = 0.083 15. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED -SEISMIC, DESIGN CATEGORY: D WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRUSS OR RAFTER. -BASIC SEISMIC FORGE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. -RESPONSE MODIFICATION FACTOR: R = 6.5 15. BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A507 MACHINE BOLTS UNLE55 -ANALYSIS PROCEDURE: EQUIVALENT STATIC, FORGE PROCEDURE OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST 1.2. WIND: EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE -WIND SPEED: 110 MPH NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLE5 SHALL BE I/16" SMALLER -WIND EXPOSURE: B THAN THE BOLT DIAMETER. 1.5. LIVE LOADS 16. HOLES FOR LAG SGREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH AS THE -ROOF CONSTRUCTION/ SNOW LOAD: 20 P5F SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 105yo OF THE SHANK -RESIDENTIAL FLOOR LOAD: 40 PSF DIAMETER. 17. PROVIDE MALLEABLE IRON WASHERS OR OUT PLATE WASHERS UNDER NUTS AND BOLT SITE WORK AND FOUNDATION: OR LAG SGREW HEADS THAT BEAR ON WOOD. 18. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 755o OF THE I. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL AS PER NAIL SHANK DIAMETER. THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE 11. INSTALL FIRE BLOCKS TO OUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIRE BLOCKS SHALL BE OF 2" PROVIDED. NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 2. IF NO GEOTECHNICAL REPORT WAS PROVIDED, DESIGN IS BASED ON LOCAL 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. FOUNDATION UNLE55 OTHERWISE NOTED. 5. GRADING SHALL BE PROVIDED TO ACCOMPLISH A 5% SLOPE AWAY FROM HOUSE FOR 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID A MINIMUM OF 10'. BLOCKING, UNLESS NOTED OTHERWISE. 4. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH 22. PROVIDE FURRiNG AS NECESSARY TO ALIGN NON -SHEAR WALL5 WITH SHEAR WALLS EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE AS REQUIRED. BOTTOM OUTSIDE CORNER OF ANY FOOTING. 25. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR WALLS. 5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER 24. REFER TO MANUFACTURES SPECIFICATIONS FOR DRILLING AND GUTTING HOLES IN WEBS METER LOCATION. OF MANUFACTURED I -JOISTS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC FRAMING ALL FRAMING SHALL COMPLY WITH THE CONCRETE: GBG CHAPTER 25, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED I. THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 5000 PSI PER GBG. FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 2. ALL GEMENT USED SHALL CONFORM TO ASTM 0-150 STANDARDS. 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD 5. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH OF STEM WALL AND 5" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G. THE GBG 1704.6.2. MAXIMUM HORIZONTAL SPACING. 4. CONCRETE SLABS SHALL BE A MINIMUM OF 3.5" THICK PER GBG. SLABS UNDER LIVING MANUFACTURED WOOD TRUSS: AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING BAR OR WIRE MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL I. DESIGN AND FABRICATION SHALL BE PER GBG STANDARDS AND ALL IGBO RESEARCH LIVING AREAS OR AS RECOMMENDED BY SOILS REPORT. REPORTS. 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM 0-55 FOR STANDARD 2. INCREASES IN ALLOWABLE STRESSES FOR ASSEMBLIES OF REPETITIVE FRAMING SHALL WEIGHT CONCRETE ANDS ASTM 0-550 FOR LIGHT WEIGHT CONCRETE. NOT BE ALLOWED. 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE 5. WHERE TRUSSES ARE INSTALLED AS BLOCKING, TRU55ES MU57 BE DESIGNED TO THAN THREE PARTS SAND. TRANSMIT DIRECT AXIAL WALL LOADS. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN 4. PROVIDE TRUSS DRAWINGS 5HOWING TRUSSES, REQUIRED BLOCKING, BRACING AND APPROVED CURING COMPOUND. HANGERS, CALCULATIONS WITH 51GNATURE OF RESPONSIBLE LICENSED ENGINEER ON 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR ALL PAGES. MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. 5. INSTALL TRUSSES PER MANUFACTURES RECOMMENDATIONS AND THESE DRAWINGS. 1. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. 6. ALL GABLE END TRUSSES SHALL BE STRUCTURAL TRUSSES WITH INFILL. FOR CONCRETE WALKS, SLABS, AND OTHER FLAT WORK. 7. ALL LATERAL WEB BRACING 15 REWRED TO TERMINATE AT AN EXTERIOR BEARING 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM WALL. G-154. 5 SACKS OF GEMENT PER CUB IG YARD OF CONCRETE. GEMENT TO BE PER ASTM 8. DO NOT ATTACH TRUSSES TO NONBEARING WALLS UNLESS U51N551MPSON STC, CLIPS, G-150 TYPE I OR 2. UNLESS NOTED OTHERWISE ON PLAN. 1. IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY SITE DIMENSIONS TO THOSE OF REINFORCING STEEL: THE TRUSS GALCULA71ONS PRIOR TO ORDERING TRUSSES FOR THE PROJECT. I. ALL REINFORCING STEEL SHALL BE A5TM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED EIRE FABRIC IS TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES. 2. ALL BARS SHALL BE DEFORMED PER ASTM A505. 5. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. 4. ALL BENDS SHALL BE MADE GOLD. 5. SPLICING OF BARS IN CONCRETE SHALL HAVE LAPPING OF 50 BAR DIAMETERS OR 24" WHICH EVER IS GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WHICH EVER IS GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, NO NET SETTING WILL BE ALLOWED. ANCHOR BOLTS: I. TYPICAL SIZE AND SPACING SHALL BE 1/2" (P WITH A MINIMUM OF 7" EMBED INTO THE FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR SINGLE STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS. 2. PLATE WASHERS A MINIMUM SIZE OF 5"X3"X0.221" SHALL BE USED ON EA. BOLT. 5. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL A'T ALL HOUSE AND GARAGE PERIMETER WALLS AND AT ALL INTERIOR SHEAR WALLS.. 4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.500" HEAD DIAMETER AND WASHER AND A MINIMUM OF 2.5" LONG. 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH END, OR TWO BOLTS BETWEEN HOLDOWN5. 6. AS A REPAIR FOR MISPLACED OR MISSING ANCHOR BOLTS SIMPSON 5/8"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF 4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANCHORS PER MANUFACTURES SPEC I F I GATI ON5. SHEAR NALL= SCHEDULE WALL SYSTEM STRENGTH: 175 PLF SEISMIC 175 PLF WIND 515" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. ® EDGES 12" O.G. @ FIELD 1/2"0 ANCHOR BOLT SPACING 72' W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d ® 6" O.G. (COMMON, BOX OR SINKER) B WALL SYSTEM STRENGTH: 260 PLF SEISMIC I 260 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. @ EDGES 12" O.G. @ FIELD 1/2"(P ANCHOR BOLT SPACING 48" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d ® 4" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 364 PLF SEISMIC G 511 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. @ EDGES 12" O.G. @ FIELD 1/2"(P ANCHOR BOLT SPACING 24" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d 3" O.G. (COMMON, BOX OR SINKER) a WALL SYSTEM STRENGTH: 552 PLF SEISMIC SEE NOTE 1 744 PLF WIND 3/8" 5TRUGTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 4" O.G. ® EDGES 12" O.G. @ FIELD 1/2"(P ANCHOR BOLT SPACING 16" W/ 2X P.T. SILL 5/8"(P ANCHOR BOLT SPACING 24" W/2X P.T. SILL SILL SHEAR TRANSFER NAILING (2) ROWS 16d @ 4" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 686 PLF SEISMIC SEE NOTE I 151 WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) (2) SIDES NAILING: IOd (COMMON OR HOT DIPPED GALVANIZED) 3" O.G. EDGES 12" O.G. FIELD 1/2"(:P ANCHOR BOLT SPACING 15" W/ 2X P.T. SILL 5/8"(P ANCHOR BOLT SPACING 18" W/2X P.T. SILL SILL SHEAR TRANSFER NAILING (2) ROWS Ibd @ 5" O.G. (COMMON, BOX OR SINKER) iYP. SHEAR WALL NOTES I TYPIG,RL LUMBAR GRADES I. FOR SHEAR WALL TYPES D $ E I. 2X, 4X BEAMS, HEADERS AND POSTS DF#2 OR BETTER. FOUNDATION SILL PLATES AND ALL FRAMING RECEIVING EDGE NAILING FROM ABUTTING 2. 6X BEAMS, HEADERS AND POSTS DF#I OR BETTER. PANELS SHALL NOT BE LESS THAN A SINGLE 5x MEMBER. NAILING TO 5x MEMBERS SHALL 5. 2X JOISTS AND RAFTERS DF#2 OR BETTER. BE STAGGERED. 2. WHEN T-1-11 SIDING IS USED FOR SHEAR PLY. 4. 2X STUDS 10' MAX HEIGHT DF#5 OR BETTER. INSTALL DOUBLE STUDS STITCH NAILED W/ 16d'5 © 5 2X4 STUDS 14' NONBEARING DF#2 OR BETTER. 12" O.G. OR 5X MEMBER AT ALL PANEL JOINTS AND EDGE NAIL EACH PANEL AT JOINTS. 6. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. 5. 8d COMMON OR HOT DIPPED GALVANIZED -7_ 2X6 STUDS 20' NONBEARING DF#2 OR BETTER. NAILS TO BE (2 1/2" X 0.151 ") ly QW 8 GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RADIUS. 4. ALL NAILS FASTENED TO PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. cf. PARALLEL STRAND LUMBER (P5L) 5. PLATE WASHERS TO BE WITHIN 1/2" OF PLYSIDE Fb=2100 PSI Fv=2110 PSI E=2.OXIO�b PSI OF SILL PLATE FOR ALL ANCHOR BOLTS. 10. LAMINATED STRAND LUMBER (LVL) Fb=2800 PSI Fv=285 PSI E=1.8X106 PSI TYi� I GAl� FRA -I I NO MOTES � WHEN ATTAGHING (2) LVL'S TOGETHER USE (4) Ibd's ® 12" O.G. OR (5) SD525512 @ 24" O.G. WHEN ATTACHING (5) LVL'S TOGETHER USE SAME I. ALL HEADERS @ INTERIOR BEARING WALLS PATTER AS ABOVE, BOTH SIDES. $ EXTERIOR WALLS ARE 4X12 OR (oX8 UNO. � ��nmr II. ROOF PLY TO BE 1/2" GDX (52/16) OR 055 STAGGER JOINTS $ RUN 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS PERPENDICULAR TO ROOF FRAMING. NAIL WITH 8d'S 6" O.G. @ EDGES AND BEAMS SHALL BE NAILED TOGETHER AND BOUNDARY 12" O.G. FIELD UNO. WITH 2 ROWS 16d'5 @ 12" O.G. 12. FLOOR PLY. TO BE 3/4" T/G (48/24) OR EQUIVALENT OSB STAGGER 5. WHERE RAKED WALLS OCCUR ALL STUDS JOINTS $ RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN SHALL BE BALLOON FRAMED TO BOTTOM WITH 8d'5 O.G. @ EDGES AND BOUNDARY 12" O.G. FIELD UNO. CORD OF TRUSS, RAFTER, ROOF SHEATHING U) 1� OR CEILING JOIST. 4. PROVIDE SOLID BLOCKING IN FLOOR CAVITY UNDER STRUCTURAL POSTS. PROVIDE MATCHING POSTS EXTENDING TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF 51MF50N STRONG -TIE COMPANY, INC. OR EQUAL. 6. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE. WHERE RAFTERS ARE NOT PARALLEL TO JOISTS, RAFTERS SHALL BE TIED TO MIN. IX4 CRO55 TIES AT 48" O.G. MAX. 7. WHERE GIRDER TRUSS OCCURS, PROVIDE FULL BEARING SUPPORT U51NO BUILT-UP 2X STUDS OR 4X POST, UNLESS NOTED OTHERWISE. 8. AT CALIFORNIA OVERFRAMING THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22"X30" AGGE55 IS REa'D. 1. ALL FASTENERS PENITRATING PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. sERvicEs c�EVIIWED FOR G DE COMPLIANCE W N ZOz I_-WWQ IL }J tf)d N2 J N� J�F" oizoWz'-�luoo�°Z °NpT_�p°w�LlOZ uw_ Q 3 7- z 3: WzW-IR01LT= o W<ETydudw IL w°O�-dl� z2-�- 0 z � W Q°W ~Wz Q1L�J�tnZzQl- z�-�Q3�-Ovz�p°:--l<U.� d_ u�Qz��zu�IUpll zd�7W z� zi-L1Nd ad } tD O < z d.a�add DL w ly QW t� V LU 0 v LLf Lu 60 't Q RANCHO ENO. JOB: 17-012 DRAWN BY: RPP GKD.BY: JPH C ATE: 04/04/1-7 REVISION: DRAWING NUMBER I t� V � w UA U) w V � � OL Lu Cj � ��nmr 4 OL 00 U) 1� n� O XO Z_ OL IL 9 (s) 0 U) V RANCHO ENO. JOB: 17-012 DRAWN BY: RPP GKD.BY: JPH C ATE: 04/04/1-7 REVISION: DRAWING NUMBER I I . VERT BAR AT ALL I . INSIDE SLEEVE zO N tu CORNERS AND IS PIPE DIA. +I I. 2X FRAMING OR POST AS REQUIRED A � tu z�y J -1)7 - in } JJ Qv BENDS. MIN. fj d� FEND INTERSECTION FOR HOEDOWN, SEE O �- z y 2. (2) \/ERT BARS AT 2. NO PENETRATION PLAN A 0 z0 '(w- d J til A O END OF WALLS. ALLOWED WITH IN z = F- 3 0 } )- z w 0 O w BOTTOM 1/3 OF FTO. 2. PLY. SEE PLAN �. a F- Qr z IX O 1L _ } O FOR REQUIREMENTS.ka tu U '_ YA O Q W A t- F- O 1-F-17,7111,3. DEEPEN FOOTING z �, E --13M, _-0 0 } O zA =I=1111 IF PIPE IS TO RUN 1 3. 2X WALL ,- i6 .; W Z FL O -� z < III III zr-�p ,Qv - Q A-tn i� l BELOW BOTTOM OF D/5 L/3 MIN. D FRAMING. w w to w Q w a tu Q ►� d w L=CLF,. SPAN MIN. 4. 2X FLOOR it FL z %30- z � z � z 4d (22 MIN) FOOTING. MAX O N v -a W t(l p tt1 Q < tt� O V +� d d 4. NO EXCAVATION FRAMING, REFER TO z � � z ;- � � � z N d � <> ALLOWED BELOW N MANUFACTURES O Ov y 0. Q 0. U d d + x I i RECOMMENDATIONS E + �Q' I I THIS LINE. 3D MAX._ A p FOR MANUFACTURED X61 5. 4 MIN BELOW N FLOOR 180 ° "D" N 1 5 q BOT. OF p PRODUCTS. -YP. - 3 2'-O" MIN. FOUNDATION. 110 ° ci0 ° 1550 ANGLE 6 D/4 MIN. INSIDE MIN. INSIDE 6. 6 MIN COVERz " IZE BEND � "D„ VE. MAX. BAR SIZE BEND CPD BAR 5 CORNER ELEVATION SECTION BELOW PIPE SLEEVE. 3 #3 - #a 6d #3 - #5 4d SINGLE CURTAIN PLAN SECTIONS #6-#8 6d 0.4xD1 #q - #II 8d MAX. II #14 $ #18 loci TYPICAL STIRRUPS � TIES STANDARD BAR HOOKS DI AND BENDS FOR CONCRETE: LAP 30 BAR (P OR 24" MIN. U.O.N 6 FOR G.M.U.: 1 LAP 48 BAR r- U.O.N. 16ga MIN. TIE WIRE TYP. HOOKS 4 BF -NDS I T`I'C'. CONCRETE WALL 2 T`I'P. FIFE PENETRATION 7'rF. GORNER/NOTCHES/HODS 4 I. ROOF PLY. I I. ROOF PLY. 2. MANUFACTURED 2. MANUFACTURED w TRUSS.TRUSS.It' O 3. FLAT 3. 2X BLOCKING W/ 71 OUTLOOKER (p 36" Q W (2) 8d TO TRU55 O.G. `I 4. SIMPSON LTP4 Z � EA. END TRU55 TO TOP JI. DOUBLE 2X O 11�3 2 MIN. 1. 2X BLOGKINO AS 4. 5IMP50N HI EA PLATE @ 24" O.G. �J � � FRAMING OR 4x POS � lLl REQ D FOR PLY FOR HOLDOWN. - 5. DOUBLE TOP -� EDOE NAILING. TRUS5 PLATES � Q 2. ANGHOR BOLTS 6. 2X STUDS 16" 2. P.T. SILL PLATE. - ►I 2"MIN. SEE PLAN. 5. DOUBLE TOP O.G. 3. ANCHOR BOLT W/ 3. DOUBLE 2X TOP 5 PLATES 7. SHEAR PLY AS I 3X3X.22q PLATE IX PLATE WITH 4'-O" MIN MIN 450 REQ'D SEE SHEAR WASHER, SEE SHEAR , - �-- SPLICE. (14) 16d 6. 2X STUDS 16" SCHEDULE FOR SIZE OL 60 WALL SCHEDULE SINKERS REQUIRED 0'G' FOR PLY. NAILING. 3 AND SPACING. 4. SIMPSON HOEDOWN, EACH SIDE OF 7 7. SHEAR PLY AS 8. EDGE NAILING SEE PLAN FOR 51 ZE Z SPLICE OR PLATE REQ'D 2X KICKER 8' LOWER AND UPPER BREAK. REQ'D @ ALL AND LOCATION. - � SEE SHEAR WALL 5 O.G. ATTACHED AT 5 E.N. INSTALL PER � PLATE SPLICES MUST EXT. AND INT. SHEAR SCHEDULE FOR PLY. EA. END WITH o MANUFACTURES OCCUR WITH A MINIMUM WALL LINES. NAILING. 6 51MPSON A35 CLIP. „ MAX 2X4 � �• � SPEGIFIGATIONS. � � OF 4'-0" SEPARATION 4. HEADER SEE PLAN. 5. #4 DOWEL 32 1 5. 2X STUDS 16" 8. EDGE NAILING -� UNBRAGED LENGTH O.G. @ TWO POUR a 15 &'-0" MAX 2X6F. a CONDITION. V TMRIMMERS UNBRAGED LENGTH : ° . a '�) I 6. OPTIONAL GOLD 6. (2 REQ0 D @ OPENINGS IS al -01, } I E- JOINT FOR TWO POUR 8 -O OR LARGER. 6 I' nc; 7. (1) #4 RE5AR1- OL 5 7. 2 () KINO STUDS a. 4 a a I WITHIN SHEAR GONE Lu Q m m REQ'D © OPENINGS a I OF A.B. S AND �- 6'-O" OR LARGER. a I HOLDOWN, (1) #4 �V f/ r t 6 8. (2) 51 LL5 REQ D @ a _ U.N.O. < OPENINGS 6 -O OR I REBAR TOP BOT OL OL LARGER. J � � � O 0 ATE 8. SHEAR PLY. PER 9. 2X SILL PL I2" (1 STORY) PLANS Al ( v P.T.D.F 15" (2 STORY) NO V/ �. OPTIONAL T SHAPED FOOTI •� Vel 1=R MINS SHEAR CONN. © � h SHEAR CONN. 0ABLE END SHEAR/HOLDOAN CONN. © 1=OUNDATION ° TYP I G,�L LL �o v �CFESS/ / 06 a�j'b EX F . 6130118 STS CIVI\-�Q OF CAI-\ RANGHo ENO. JOB: 1-7-012 DRAWN BY: RPP BUTTE COUNTY DEVELOPMENT SERVICES GiGD.BY: JPH REVIEWED FOR CODE COMPLIANCE DATE: 04/04/1-1 BY REVISION: DRAW I NC NUMBER (a) IIZQ, I q