The URL can be used to link to this page

Home My WebLink AboutB17-0567 062-320-007A BBRE VIA TIONS AB Anchor bolt Jst & and JH ® At plywood 1. The scope of work covered under this permit is partial reconstruction of Mfgr bm Beam Max blk Block Min blkg Blocking Joist hanger btwn between (N) J It shall be the contractor's responsibility to make himself familiar with all NTS CAH Ceiling access hatch existing conditions, building plans, and all site conditions which may affect CRC Cal Residential Code Maximum Clg Ceiling opn 't Center line 0V/ cc Center to center completion. The contractor shall match existing heights, lines, materials, cone Concrete d ctrd Centered P conn Connection PSI CJ Construction joint PSF cont Continuous PT Con tr contractor y_ Over the Owner do not accept any responsibility for the Contractors failure to (R) DF Douglas fir Reinf Diag Diagonal Reqd 0 Diameter rev Dim Dimension Dbl Double SF Dwgs Drawings Shtg until all elements of design have been incorporated in the project. unless specifically noted otherwise. Sim Ea Each Sqr EW Each way Stogr Elec Electrical Struct Elev Elevation SP Embed Embedment SPIN (E) existing SPPN FS Face of stud T&B FF Finish floor TOF Flr Floor T&G Ft Foot/feet TN Ftg Foundation typ Frmg Framing Occupancy Risk Category 11 ONO Hdr Header 1.0 Ht Heigh t w/ HD Hold do wn -1 Imiliffil - I I I 1 0, 60, I I W10 I W- N\ N - I-- - J TREE DAMAGE REPAIR Replaced GENERAL NOTES E -= 10MEM PROPERTY ADDRESS ,�= plywood 1. The scope of work covered under this permit is partial reconstruction of wood member in section. Square foot the kitchen after a recent tree impact. 194 Sand Creek Drive r Joist 2. All new work shall conform to the 2016 California Residential Code and Berry Creek, CA 95916 - A �-;, c r �, r - k - �� Joist hanger other applicable codes and standards . A.P.N. 062-320-007 Structural J It shall be the contractor's responsibility to make himself familiar with all Structural plywood -¢ Manufacturer existing conditions, building plans, and all site conditions which may affect 1. Dead Loads: possible. Do not accumulate debris on the floor or at the site. Maximum his work. He shall ascertain the extent of demolition work required to SO UA RE FO 0 TA GE Roof Minimum complete the structure per new plans and be responsible for its safe Top & bottom 4. Demolition contractor shall maintain a separation between areas within the scope completion. The contractor shall match existing heights, lines, materials, Living Space = 1, 634 Sq Ft of work and the areas outside the scope of work by providing plastic sheeting New finishes and conditions unless noted otherwise on new P Tans moorage = 960 S" F# T/194 Send Creek Drive Not to scale Number/pounds 4. It is the Contractor's responsibility to comply with the pertinent sections, "Construction Total = 2, 594 Sq Ft - ' Take precautions to prevent the spread of dust to adjacent areos/suites as they apply to this project of the Safety Orders" issued 6. Conduct demolition operations and remove of debris to ensure minimal Opening P 9 by the State of California and all OSHA requirements. The Engineer and interference with streets, walks, & other adjacent occupies or used facilities y_ Over the Owner do not accept any responsibility for the Contractors failure to with be recycled. comply with these requirements 7. Dispose of demolished or removed material legally off the site. Comply with local Penny 5. It is the Contractor's responsibility for adequate design and construction hauling and disposal requirements 20 psf Plate of all forms, bracing and shoring required. J Wind Design Loads: Per square inch 6. The Contractor shall provide adequate stays and bracing of all framing 9. Do not alter the structural integrity of the existing building or its assemblies Per square foot until all elements of design have been incorporated in the project. unless specifically noted otherwise. 7. Contractor field verify all dimensions prior to commencing with new work. 110 mph 8. (N) denotes new, (E) denotes existing, and (R) denotes replacement. Risk Category // Replaced I g_en�d- E Reinforcement 10MEM Required ®Indicates plywood revision wood member in section. Square foot Sheathing Similar DEMOLITION NOTES Square Indicates metal Staggered 1. Remove truss framing with impact damage. Remove and replace framing hardware Structural within these areas Structural plywood 2. Demolished materials, debris and rubbish shall be removed from site as soon as SP interior nailing 1. Dead Loads: possible. Do not accumulate debris on the floor or at the site. SP perimeter nailing J Building components and finishes where they are to remain in place shall be Roof Indicates gravel/ aggregate base protected from damage. Top & bottom 4. Demolition contractor shall maintain a separation between areas within the scope Top of framing of work and the areas outside the scope of work by providing plastic sheeting Tongue and groove and section may be used between contiguous spaces and/or temporarily taping of joints and gaps to Toe nail prevent duct migration. typical 5. Take precautions to prevent the spread of dust to adjacent areos/suites 6. Conduct demolition operations and remove of debris to ensure minimal Unless noted otherwise interference with streets, walks, & other adjacent occupies or used facilities Deck Comp/y with local jurisdiction requirement for recycling and treatment of items to with be recycled. Attic w/o storage 7. Dispose of demolished or removed material legally off the site. Comply with local hauling and disposal requirements 20 psf 8. Demolition procedure shall comply with local, national, state and federal safety J Wind Design Loads: requirements. 9. Do not alter the structural integrity of the existing building or its assemblies Basic Wind Speed (ASD), V 85 mph unless specifically noted otherwise. SYMBOL LEGEND Sheet Numbering System* Detail & Elevation Callout: Discipline/designation Drawing type 2 Indicates detail 2 will be f -designation s4.1 found on Sheet S4.1 S2.2 Sheet number Indicates detail 2 will be beyond zero found on same sheet Section or elevation 2 indicating Detail 2 will Miscellaneous Symbols- S4. be found on sheet S4.1. Working point, control Arrow indicates viewing SIJ point or datum direction. -Sfr_urtur_al Grid Identifier: Grid at face of framing a_ Grid at center of framing Material I g_en�d- E B 10MEM Indicates a continuous ®Indicates plywood wood member in section. 19MME Construction Type Type VB -Wood Indicates solid wood Indicates metal Climate Zone 16 blocking in section. II_III Indicates earth F Indicates sand or grout (Stucco finish 1. Dead Loads: elevations) Roof Indicates gravel/ aggregate base Indicates concrete Floor 10 psf The following represents a permanent address numbering system. Details and section may be used together on the some sheet. UMMIG A E B 10MEM Architecturni 19MME' Occupancy Classification Group R -J, U 19MME Construction Type Type VB -Wood D A E B F S TA TEME 1. NA DEFERRED S 1. NA OF SPECIAL I NSPEC TIO TA L MECHANICAL / PLUMING NO 1. NA 2. Replaced plumbing fixture and fittings shall meet the standard referenced in Table 1401.1 of the 2016 California Building Code & 2016 California Green Building Standards Code Section 4.JOJ. See CALGreen Code Notes on sheet AO.J. LOCATION MAP DESIGN CRITERIA Architecturni Occupancy Classification Group R -J, U Construction Type Type VB -Wood Frame (Non-sprinklered) Climate Zone 16 St ucturc/ 1. Dead Loads: Roof 18 psf Floor 10 psf 2. Live Loads: Roof 15 psf Floor 40 psf Deck 40 psf Attic w/o storage 10 psf Attic w/storage 20 psf J Wind Design Loads: Basic Wind Speed (ASD), V 85 mph (ULT), V 110 mph Risk Category // Exposure Category C Internal Pressure Coeff (GCpi) ±0. 18 SHEE T INDEX Woll Components & Cladding +20psf/--25psf - Roof Components & Cladding +42psf(Z2)1+Jlpsf(Z3) AO.1 GENERAL NOTES & LOCATION MAP 4. Seismic Design Criteria: AO.2 PLOT PLAN Occupancy Risk Category 11 AO.J RESIDENTIAL STANDARD NOTES Importance Factor (Is) 1.0 A2.1 FLOOR PLAN Seismic Design Category D AJ.1 ELEVATIONS Site Class: S0.1 STRUCTURAL NOTES S(S) = 0.661g S(1) = 0.256g S2.1 ROOF FRAMING PLAN S(DS) = 0.560g S(D 1) = O.J22g S4.1 DETAILS Wood Framed Shear Wall, R 6.5 Bose Shear (V)=(Cs)W = 0.078W ASD Analysis Procedure Equivalent Lateral Force 5. Flood Loads: Not Applicable 6. Snow Loads: Ground Snow Load J7 psf Roof Snow 26 psf PROJECT SCOPE 1. ROOF FRAM/NG: Remove the tree -impacted prefabricated roof trusses over the kitchen and dining room. Replace with new roof structure per plan. Provide new roof sheathing per plan. Provide new composition roof shingles per plan. 2. WALL FRAMING. • Remove existing interior wall finishes, insulation, and electrical wiring within the kitchen. Retain wall framing excluding the kitchen's damaged wall line. Retain exterior wall finishes Replace windows per plan. J FLOOR FRAMING. NA - Remove and replace the kitchen's damaged finish flooring. 4. ELECTRICAL: Remove (E) damaged electrical wiring within the kitchen and replace back to panel. 5. MECHANICAL/PLUMBING: Replace (E) kitchen plumbing fixtures in like kind and in compliance with 2016 CALGreen Code 4.JOJ. PR 0 JEC T D ESI GNER BARRISH PELHAM CONSULTING ENGINEERS Sacramento Offic Pleasant Hill Office 3001 E Street 140 Mayhew Way, Ste. 701 Sacramento, CA 95816 Pleasant Hill, CA 9452) 916-418-9100 925-27J-7663 Truckee_-_ Off e 12J 1 J Soaring Way, Ste. F Truckee, CA 96161 5JO-562-4266 -CriMIY 4 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE --A �4�_ BY APPLICABLE BUILDING CO 2016 California Building Code 2016 California Residential Code 2016 California Plumbing Code 2016 California Mechanical Code 2016 California Electrical Code 2016 California Existing Building Code 2016 California Energy Code 2016 California Green Building Standards Code y S PLOT PLAN 111=20' KEY NO TES 101 — (E) Main Residence to be Repaired 102 — (E) Driveway 103 — (E) Detached Garage — No Scope PERA4f _ COUNTY DEVELOPMENT SERVICES ='-R F V." --'0J F r, FOP BY E O C O a, V Cn � v O M — _ Q W a o N O Q?,OFESS/pN q� J � Z w No. 4901 Exp. 6-30-17 Xm� ST S�UCTURj/ �� -20-17 PJ4 u u P4 uW � y tl� Z O ° 6 � V W ° 09 0 a DATE J12011 7 DRAM PS Jos No 17-148 SHEET AOm2 CA L Gre en CODE NOTES Additions & Alterations 1. Mandatorij measures of Chapter 4 shall be applied to additions or alteration of existing residential buildings where addition or alteration increases the buildings conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. NOTE: Per 58407, noncompliant plumbing fixtures in structures originally finaled prior to January 1, 1994 shall be replaced with water conserving plumbing fixtures per the table below. (GALGreen Section 301) Mandatory Measures (GALGreen Chapter 4) 2. INDOOR WATER USE - (GALGreen Section 4.303) All new plumbing fixtures, or fixtures part of an addition or alteration, shall comply with the following mandatory allowable flow rates. FIXTURE TYPE COMPLIANT FLOW YVATER CONSERVING RATE (1) FIXTURE Shou,jerheads 2.5 gpm @ SOpsi 2 gpm @ 80 psi Lavatory Faucets 2.2 gpm @ 60psi 1.2 gpm @ 60psi Kitchen Faucets 2.2 gpm @ 60psi 1.6 gpm @ 60psi Gravity Tank Type 1.6 gal/flush 1.2b gaUflush Water closets (1) - Compliant flow rate to be used for determining fixture replacement requirements for residential buildings finished on or before January 1, 1 qq4, per 513407. a. When single shower fixtures are served by more than one shower -head, the combined flow rates of all showerheads shall not exceed the maximum flow rates specified. 3. ENHANCED DURABILITY AND REDUCED MAINTENANCE - (CALGreen4.40b,) Annular spaces around pipes, electric cables, conduits or other openings in plates at exterior walls, shall be protected against the passage of rodents by closing such openiing with cement mortar, concrete masonry or similar method acceptable to the building official. 4. CONSTRUCTION WA5TE REDUCTION, DISPOSAL, & RECYCLING -(GALGreen Section 4.408) Recycle or reuse a minimum b5 -percent of non -hazardous demolition (waste. Documentation shall be provided to the enforcing agency which demonstrates compliance with this section. 5. BUILDING MAINTENANCE & OPERATION - (GALGreen 5ection4.410) At the time of final inspection, a manual, compact disc,web-based reference or other media acceptable to the enforcing agency shall be placed in the building which meets the requirements of GALGreen Section 4.410.1 b. FIRE PLACES - (GALGreen Section 4.503) Any installed fireplace shall be a direct vent sealed combustion type. Any installed wood stove of pellet stove shall comply with U5 EPA Phase II emission limits where applicable. Wood stoves, pellet stoves, and fire places shall also comply applicable local ordinances. 7. INTERIOR M015TURE CONTROL - (GALGreen Section 4.505)Building materials with visible signs of moisture damage shall not be installed. Wall and floor framing shall not be enclosed when ,the framing members exceed 1 q percent moisture content per GALGreen Section 4.505.3. Insulation products which are visibly wet or have a high moisture conitent shall be replaced or allowed to dry prior to enclosure in wall or floor cavities.Wet-applied insulation products shall follow the manufacturer's drying recommendations prior to enclosure. b. INDOOR AIR QUALITY - (GALGreen Section 4.506) Each bathroom shall be mechanically ventilated with an ENERGY STAR compliant fan. The fan shall be controlled by a humidity control and ducted outside the building. The humidity control shall be capable of adjustment between a relative humidity range of 50to 80 percent. A humidity controll may utilized manual or automatic means of adjustment. A humidity control may be a separate component to the exhaust fan. q. ENVIRONMENTAL COMFORT - (GALGreen Section 4.507) Perform residentiall load calculations using ANSI/ALGA 2 Manual J approved methods or software. Size ducting in accordance with ANSI/ALGA 1 Manual D. Select cooling equipment according to ANSI/ ALGA 3 Manual 5. CALIFORNIA PLUMBING CODE NOTES Exterior Provide a back flow prevention device at all hose bibs and water supply lines (CPC Section 603.3) Showers & Tubs Showers and shower/tub combinations shall have individual control valves of the pressure balance, thermostatic, or combination pressure balance/thermostatic mixing valve type. Provide temperature regulation to limit hot water temperature to 120 F. The water heater thermostat shall not be considered appropriate means. (CPC Section 408.3) Dishwasher & Clothes Washer The pressure absorbing device at the following quick acting valves: dishwashers and washing machines in dwelling units shall be either air chambers or listed mechanical devices (CPC Section 609.10) Water Heater 1. Water heater shall be gas -ignited with a 50 -gallon capacity. Water heaters shall be strapped to the building with at least two straps, one strap within the upper 1/3 and the other within the lower 1/3 of the water heater. (CPC Section 507.2) 2. All storage type water heaters shall be provided with an approved temperature and pressure relief valve having a full sized drain of galvanized steel or hard drawn copper to the outside of the building with the end of the pipe not more than 2'-0" or less than 6" above ground, pointing downward, the terminal end shall not be threaded. Water heater installation shall conform with CPC Sections 504.4, 504.5, & 608.5. Where a pressure regulator is installed, on approved, listed expansion tank or other device shall be installed to control intermittent thermal expansion. (CPC Sections 608.2 & 608.3) J. Woter heaters generating a glow, spark, or flame capable of igniting flammable vapors may be installed in a garage, or adiacent spaces that open to the garage but are not part of the living space, provided the pilots, burners, or heating elements and switches are at least 18" above the floor unless listed as flammable vapor ignition resistant. Such appliances shall be protected from vehicle impact per CPC Section 507.13. 4. Anchor straps for water heater shall be located within the upper and lower 1-3 of its vertical dimension, lower anchor/strop location to maintain a minimum distance of 4" above the controls (CMC 304.4, CPC 508.2) A water heater supported form the ground shall rest on level concrete or other approved base extending not less than 3" above the adjoining ground levet (CBC 508.3) 5. The minimum capacity for a storage type water heater shall be in accordance with the first hour rating listed in table CPC table 501.1. (i.e. 67 -gallon for up to 4 bedroom/2.5 bath residence & 80 -gal for 5 bedroom/3 bath or more) 6. See CALIFORNIA MECHANICAL CODE NOTES & CALIFORNIA ENERGY CODE NOTES for venting requirements. Bathrooms 1. Water closet stool shall be located minimum 15" from its center to any side wall or obstruction (minimum 30" clear space in width) and have a clear space in front of the water closet stool not less than 24". (CPC 407.6) 2. All shower compartments, regardless of shape, shall have a minimum finished interior of one thousand twenty-four (1024) square inches and shall also be capable of encompassing a 30: circle to a point 70" above the shower drain (CPC 411.7) J. Shower and tub -shower combinations shall be provided with individual control valves of the pressure balance or the thermostatic mixing valve type, conforming to ASSE1016 (to resist thermal shock). Handle position tops shall be provided on such valves and shall be adjusted per manufacturer's instruction to deliver a maximum mixed water setting of 1207F. The water heater thermostat shall not be considered a suitable contro% (CPC 418) CALIFORNIA ELECTRICAL CODE NOTES Grounding 1. Provide LIFER ground located of main service panel per CEC Article 250.50. 2. An intersystem bonding electrode which includes provisions for connecting at least three grounding or bonding conductors required for communications systems shall be installed externally at the service entrance panel per CEC Articles 800.100(B) of & 250.94. Circuits 1. Provide two minimum separate 20 amp circuits to kitchen appliances. (CEC Article 220.52 (A)) 2. Provide one minimum 20 amp circuit to laundry appliances. (CEC Article 220.52 (B)) J. At least one Bathroom receptacle outlet supplied by at least one 20 -amp branch .`� circuit shall be located within 3' of the of the basin edge. Such circuits shall have no other outlets (CEC Article 210.52 (D)) AF& protection shall be provided at all 120 -volt, single phase, 15- & 20 -amp branch circuits supplying outlets installed in dwelling unit kitchens, dining room, family room, living rooms, parlors, libraries, dens, bedrooms, sunrooms, rec rooms, closets, laundry areas, hallways, and similar rooms (CEC Article 210.12) 5. The following receptacles shall be GFCI protected (2016 CEC Article 210.8): Bathrooms, Garages, Outdoors, Kitchens (where the receptacles are installed to serve the countertop), Sinks (within 6' of sink basin edge) & Laundry areas Receptacles 1. All 120 -volt, 15 and 20 amp receptacles shall be listed tamper-resistant. (CEC Article 406.12) 2. Clothes closet light fixtures shall be listed and installed in accordance with their listing (CEC Article 410.16) J. Receptacle outlets shall be installed so that no point along the floor line in any wall space is more than 6 -feet measured horizontally, from an outlet in that space, including any wall space 2 -feet more in width. (CEC Article 210-52(A) Ligh ting 1. See CALIFORNIA ENERGY CODE NOTES Miscellaneous 1. Ceiling fans shall not be supported by standard outlet boxes Ceiling fan support boxes shall be listed accordingly. (CEC Article 314.27 (C)) 2. Provide a minimum 30" wide by 36" deep by 6!2' high illuminated clear working area shall be provided in front of each panel CALIFORNIA MECHANICAL CODE NOTES Exhaust Systems 1. Exhaust ducts shall terminate outside the building and be equipped with back draft dampers (CMC Section 504.1) 2. Kitchen range ventilation ducts shall be metal with smooth interior surfaces (CMC Section 504.3) J. The clothes dryer shall be exhausted using approved 4"0 min ducting. The ducting shall not exceed 14' with a maximum of 2-90' elbows, unless permitted by manufacturer instructions and the local jurisdiction. (CMC Section 504.4) 4. Through -the -Wall vent terminations shall comly with CMC Section 802.8. Ventilation (Per CMC Section 402 & ASHRAE 62.2f 1. Kitchen - 100 cfm (On Demand), 3 SONE, 5"0 min duct 2. Bathroom - 50 cfm (On Demand), 3 SONE, 4"0 min duct J. Whole House - NA Combustion Air 1. Indoor Combustion Air - Provide 50 cu ft of combustion air per 1,000 BTU/h. Indoor space maybe combined using two vent openings with o net free area of 1 sq inch per 1,000 BTU/h of no less than 100 sq inches. One vent shall commence within 12" of the floor, the other vent shall be located within the 12" of the ceiling. (CMC Section 701.4) 2. Outdoor Combustion Air (2 Openings) - Provide two permanent openings, one within 12" of the floor and the other within 12" of the ceiling. Each opening shall have a net free area of 1 sq inch per 4,000 BTU/h of total input rating of the appliance within the enclosure. (CMC Section 701.6 1) 3. Outdoor Combustion Air (1 Opening) - Provide one permanent opening commencing within 12" of the ceiling. The opening shall communicate directly with the outdoors and shall have a free area not less than 1 sq inch per 3,000 BTU/h of the total input rating of the appliances within the enclosure. (CMC Section 701.6.2) Appliances in Attic & Under Floor Spaces 1. Appliances must be readily accessible for inspection, repair and placement. A 30"x30"x30" working space must be provided at the front or service side of the appliance. (CMC 304.1) 2. The space in which the furnace is installed shall be accessible by on opening not less than 22"x30': (CMC 304.4) J. The appliance shall be located within 20 -ft of the passageway access when attic has less than 6 -ft of headroom. (CMC 304.4.1) 4. Passageway shall be unobstructed and shall hove solid flooring not less than 24" side form the entrance to the appliance. (CMC 304.4.2) 5. If the furnace temperature limit control, air filter, fuel control valve, vent collar, or air handling unit is not serviceable from the fire box side of the furnace, a continuous floor not less than 24 -inches in width shall be provided form the platform in front of the fire box side of the furnace to and in front of this equipment. (CMC 304.4.3) 6. A permanent 120 -volt receptacle outlet and a lighting fixture shall be located the entrance to the passageway. (CMC 304.4.4) CALIFORNIA ENERGY CODE NOTES Additions & Alterations Mandatory measures of 150 shall apply only to and/or within the specific area of the addition or alteration. (Energy Code Section 150.2) Mandatory Measures (Energy Code Sections 110 & 1 MANDATORY REQUIREMENTS TO LIMIT AIR LEAKAGE - (Energy Code Section 110.7) - All joist, penetrations, and other openings in the building envelope that are potential source for air leakage shall be caulked, gosketed, weather-stripped or otherwise sealed to limit infiltration or exfiltration. SOLAR ZONE - (Energy Code Section 110.10) The following requirements are applicable to residence's within a development not already equipped with a solar system. 1. Provide a 250 sf roof area (150 sf where WUl applies) with a 5' min dimension on a slope facing between 110° - 270: 2. Provide a 200 amp panel for future solar system connection. J. Reserve a space in the electrical panel for a double pole circuit breaker located at the opposite end from the input feeder location or main circuit location. Permanently mark the space as "For Future Solar Electric" PIPE INSULATION - (Energy Code Section 150 (j)) Insulate all piping 44"0 or greater. Provide 1" of insulation for pipes less than or equal to 1"0. Provide 1h" of insulation for pipes greater than 1"0. Insulate all pipes used to circulate hot water to kitchen fixtures Insulate the first 5' of piping from the water heater. LIGHTING - (Energy Code Section 150 (k)) 1. Efficacy - All installed luminaires shall be high -efficacy in accordance with Table 150.0-A 2. Recessed downlight luminaires in ceilings - All assemblies shall be IC rated, AT rated, sealed, and comply with Joist Appendix JA8. Recessed assemblies shall not contain screw base sockets J. Interior lighting, Switching Devices & Controls - Dimmers or vacancy sensors shall control all luminaries required to have a light source compliant with Joint Appendix JA8. (Closets less than 70sf & hallways do not require dimmers or vacancy sensors) At least one luminaire in a bathroom, laundry room, and utility room shall be controlled by a vacancy sensor 4. Outdoor Lighting - All fixtures shall be high efficacy m controlled by either photocell & motion sensor, photocontrol & automatic time switch, astronomical time clock, or FMCS. HVAC - See Title 24 Energy Calculation Documentation WATER HEATER - (Energy Code Section 150 (n)) Water heater assemblies shall be "on -demand" compatible. 1. Locate a GFI within 3' of the water heater, without obstructions. 2. Size the gas line for 200,000 BTU/h. 3. Provide a category 11 of IV vent, or a type B vent with a straight pipe between the outside termination and the space where the water heater is installed. 4. Provide a condensate drain that is no more than 2" higher than the base of the installed water heater, and allows for natural drainage without pump assistance. VENTILATION - (Energy Code Section 150 (o)) All dwelling units shall meet the requirements of ASHRAE 62.2. SEE CALIFORNIA MECHANICAL NOTES. CALIFORNIA RESIDENTIAL CODE NOTES Exterior Components 1. Weatherproof the exterior in compliance with CRC Section R703 2. Asphalt shingle roofing shall comply w/CRC Section R905. Provide c Type 15 min felt underlayment for composition roof covering per CRC Section R905.2.3 J. Valleys shall consist of either 24" wide corrosion resistant metal linings or at least on ply of 36" wide smooth roll roofing or self -adhering modified bitumen underlayment (@ closed valleys) 4. Approved numbers or address shall be provided per CRC R319.1 5. Provide preservative treated or naturally durable wood where framing is in contact with concrete or lacks clearance in compliance with CRC Section R317. 6. Exterior stucco wall shall have a weep screed at or below the foundation plate line and 4" above grade or 2" above paved areas that will allow trapped water to drain to the exterior of the building. (CRC R703.7.2.1) Fire Protection Requirements 1. Walls, ceilings, and soffits under stairways shall be enclosed as required for one hour fire -resistive construction. (CRC Section R302.7.) 2. Fire block at walls at stair stringers, drop ceilings, cove ceilings, floors, showers, soffits, and at openings around ducts, vents, pipes, and flue chases Fire blocking shall be provided vertically at the ceiling and floor levels and horizontally at intervals not to exceed 10'-0" maximum. (CRC Section R302.11) J. WcH and ceiling finishes shall have a flame spread index of not greater than 200 and a smoke developed index of not greater than 450. (CRC Section R302.9) 4. Provide fire blocking at all spaces between chimneys and floors and ceilings through which chimneys pass. Fire blocking shall be self supporting or be placed on strips of metal or metal lath laid areas across spaces between combustible material and the chimney (CRC Section R1003.19.) 5. A 1,V thick solid core wood or honeycomb core steel door is required at all doors leading from the residence to the garage and shall be self-closing and self -latching. Exception: A fire door is not required when the residence and private garage is protected by a residential fire sprinkler system, the door openings need only be self-closing and self -latching. (CRC Section 302.5.1) 6. Garages beneath habitable rooms shall be separated from all habitable space above by a single layer of -5sr" Type X gypsum board per CRC Table 302.6. Ducts penetrating theses walls or ceilings shall be a minimum of 26 gage sheet metal and shall have no openings into the garage. (CRC Section 302.5.2) 7. Install combination smoke detector/carbon monoxide alarms in dwelling units and sleeping units within which fuel -burning appliances are installed and in dwelling units that have attached garages. Alarms shall be interconnected such that activation of one alarm will activate all alarms within the unit. (CRC Section R315.2.5.) Win do ws 1. All new or replaced windows shall be dual glazed with low -E glass. Do not remove NFRC stickers from glazing prior to approved inspection. Bedroom windows shall have a minimum net clear escape opening of 5.7 SF with a minimum net clear opening height of 24" and minimum net clear opening width of 20" The window opening bottom edge shall not be more than 44" above the floor. (CRC Section R310) 2. The Contractor shall provide safety glazing for all conditions deemed c "hazardous location" per CRC Section R308.4. Stairways 1. Provide guards or handrails that ore tested to resist a concentrated horizontal force of 200 lbs applied at the top of the barrier in any direction. Guards at open -siding walking surfaces shall not be less than 42" high, measured vertically above the lead edge of the stair tread nosing. Guards shall be spaced such that a 4" sphere cannot pass through. Guards on the open sides of stairs or acting as a handrail shall have a minimum height of 34", no greater than 38", measured vertically from the leading edge of the tread nosing, and shall be spaced such that a 4-" sphere cannot pass through. Tread nosing shall not project more than 1114" beyond the tread below. Stairways shall have an illumination level on tread runs of not less than 1 foot candle. (CRC Section R312.2 & R312.3) 2. Stairway shall have risers with a maximum height of 7-4" and a minimum tread depth of 10" A variation of not more than A" between the largest and smallest riser heights or the longest and smallest tread depth shall be permitted. (CRC Section J1 1.75) Bathrooms 1. Wall finishes at shower/bathtub enclosures shall consist of a non-absorbent surface and extend up to six feet above finish floor per CRC R307.2. "Green Board" is not acceptable in shower/bathtub enclosures Acceptable tile base materials at shower/bathtub enclosures include fiber cement, fiber mat reinforced concrete, glass mat gypsum backers, or fiber reinforced gypsum backers, (CRC Section R702.4.2) 2. Bathrooms water closet compartments, and other similar rooms shall be provided P � with aggregate glazing area in windows of not less than 3 SF, one-half of which shall be operable. Exception: Glazed areas are not required where artificial light and a local exhaust system is provided. The minimum local exhaust rates shall be 50 cfm for intermittent ventilation or 20 cfm for continuous ventilation. (CRC Section 303.3) J. Bathrooms containing a bathtub, shower, or tub/shower combination shall be mechanically ventilated. (CRC Section 303.3.1) See CALIFORNIA MECHANICAL CODE NOTES & CALGREEN CODE NOTES for additional requirements PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DOTE_ BY_4 E 0 C O a, r�Cr v t -r v -� Q) 0 Q) Ln kn s~ � �A a n Vg9FESSi% q J. (� No. 4901 Exp_ 6-30-17 QC VL f/ 3-20-17 (D P4 F P rr� �4 U U W U P4 P4 d ++ 1= d y F7 v) O a W o W H t O a DATE .3120117 DRAB PS JOB NO 17-148 SHEET AOm3 — — 00 5068 — N N Co N 2668 0 BEDROOM 2 11'-9" X 13'-11 " 0 lec WH 2568 5068 00 N /N 2668 SECOND FLOOR PILAN N '/a =1 '-0" 13tMROOM 1 10'-i'\C 13'-11" (8' EYP Cl9) nw M -j0 0 LO 12'-1 " 604OLS MA5TER BDRM 11'-9" X 20'-5" 37-2 1/2" 14'-4" 10'-9 1/2" -------------------- 8040TS LIVING 13'-b" X 171-01, (7' 10" Gyp Clg, Typ) 2468 2668 00 (00 CO L2LO� N 2468 N N _ 2468 BATH 11'-1" X 5'-0" 303OLS 11 '-11 1/2" • UIP PORCH 10'-9" X 4'-10" 5068 0 ADINING 10'-5" X 11'-4" 00 � 0O 0 KITCHEN - HALL 10'-5'- 11'-2" X 3'-5" rE®I 2468 � A3.1 LAUNDRY 6068 I I II I GFC i FC I I 0 I GFC I� I it 303OLS (N)5030LS ---------------------- - 7, 7'-2„ 37-2 1/2" FIRST FLOOR PLAN N A A3.1 EP ` N (E) 150–amp panel to remain B A3.1 PERMIT #BUTTE COUNTY DEVELOPMENT SERVICES REViE® O G _ CODE COMP BY DATE -1— WA L L LEGEND (E) 2x6 wood stud wall (E) 2x4 wood stud wall �—"—I (R) 2x6 wood studs @ 16"cc FLOOR PLAN NOTES See Sheet A0.3 for the following General Notes: 1. California Residential Code Notes 2. California Mechanical Code Notes 3. California Electrical Code Notes 4. California Plumbing Code Notes 5. California Energy Code Notes 6. CALGreen Code Notes BUILDING ENVELOPE & T24 ENERGY REQUIREMENTS COMPONEN RE 111REMENT DESCRIPTION Attic Insulation R-38 Wall Insulation R-15(2x4)/R-19(2x6) Windows 0.32 U–Factor / 0.25 SHGC Water Heater Existing Heat (E) Wood Stove Condenser NA Ducting NA HERS Testing NA SHEET NO TES 1. Remove and replace the four damaged trusses over the kitchen & dining room. This truss framing also forms bedroom 1, which will be repaired by necessity. 2. All windows and doors are to be retained, UNO. 3. Retain the existing electric water heater. 4. Retain the wood burning stove in the living room. 5. The (E) 3030 sliding kitchen window will be replaced with a (N)5030 slider window. 6. Provide smok%arbon alarms per AO.3 CRC Notes, Fire Protection Requirements jf7. ELECTRICAL LEGEND SYMBOL DESCRIPTION O a� V � � Ceiling Fan o Ventilation Fans: Ceiling Mounted, Wall Mounted ® Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage: HE = High Efficacy ® Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce jW Chandelier Light Fixture • �1 -- Fluorescent Light Fixture Q 240V Receptacle ^ Wp^ GFCO 110V Receptacles: Duplex, Weather Proof, GFCI $ VIP 3y '$ Switches: Single Pole, Weather Proof, 3 -Way, 4 -Way DM, '$ " ,QV Switches: Dimmer, Timer, Occupancy Sensor O q Carbon/Smoke Detectors: Ceiling Mounted EP Electrical Breaker Panel wH Water Heater (See Electrical Notes on A0.3) NOTE: Only reconstructed electrical items are depicted. o s O a� V � � o H •- O i�f� w Y L • �1 -- o Y U E V M N 1?09FES3/p,,v O q � z c� No. 4901 M Exp. 6-30-17 UCT�1�% 1 3-20-17 U U P4 P4 U 0 P� 0 P w d N 'O IL C H vs Z o O 6 H U W ° 19 IY ° a rD ATE 3/20/17 RAVM PS JOB No 17-148 SHEET A2ml Z V) D Im U) O C M M D 'O Z D w )C) m��■m o 5 0� P U) 0 M IO Z CL>A CO Z U) Pei 0 z �D q � co Ln� . r D O Z Wb Fk O Q 3 Q to rn Q_ g > oo v rn p ;P w ry (� O a c o Grn�C�gmg gD p V Q Q Q D= Q r+ ° x (D -0 r+ ((DD -O (p (DD c Q O< 00 (DD d n 3 1< p- cn CD — ° CD J ,+ -1 � CD c p 3 ° �o ,, N° n� O� O� Q_ tQ kn -1, o W C Q' co 0 O Q_ � � ° 3 � 0 '� -0 p - Ln Q n (D cn (Dp < Q W (D ° n Z3 X ao " En (n 0)p Q 0 to o °C � Q-0 (D 0- U) M cn �rn p°a_� 1 Q O och O D `< p (`QD p Q — 3 cn n 7 Ln O — N (D O ° A CD Q cn Q (D ° p• \ =3 p �- r- p n Q_ 0 Q O C: 00 n`<p 3 �' �rn�'�r-J ��°M� •o O O O O o O .p _ < 3 c - (p (D v°, N° 3 n CD Q p (D �. • v p — (D (D p C7 n p c �� pl p tp D g O Zr r+O `') (D (A �' O D7 CD C7 n r+Q On� (D n Q r+ tD Q Q In (�j N uj N 0 C� Q 3 d Q O 3 p (D �, n .-L7 apQ O �OC� 0p< 03 3 ww, CL Ci o �'3 o0 LO (D � p ' (D p (DD w _ Q m c LO r+ p Q_ p o x v 3 25 _. 0 o (u ( o W (D (n O (DD • O O Q_ o CD (D ( o OCn Q Q_ M REVISIONS: Project Z DATE: DESCRIPTION: HUSLEIR 'RESIDENCE S Al I D '/-a� �FtEGISTF��O 194 SAND CREEK DRIVE Z W BERRY CREEK, CA 9591 (14 opt\v� \^�� O v Sheet Title v ELEVATIONS 00 � w w w . b a r r i (130) s h. c o m b a r r i s h p � I h a m 0111400tin, Engineers Sacramento Pleasant Hill Tahoe/Reno PNEUMA TIC NAILING NOTES 1. All power (pneumatic) driven nails for structural work shall be smooth -nails (unless specifically noted otherwise) per ASTM 1667. 2. All power driven nails for structural work shall conform with ICC ESR -1539. 3. Nails installed in preservative lumber shall be hot -dip galvanized nails conforming with ASTM A 153. 4. Nails exposed to weather shall be corrosion resistant. 5. Nails shall be spaced at not less than 11 diameters on center. Edge and end distances shall not be less than 6 diameters. Nail holes shall be sub -drilled where necessary to prevent splitting of wood. 6. All nails for plywood sheathing shall meet 8d common nail sizing (. 1310 x212' ). 7. Nailing not noted below or indicated on the plans shall be a minimum of two 16d nails at each contact for 2x members and a minimum of two 8d nails at each contact for 1 x members. 8. Minimum nailing shall be per the table below. Connections not noted below shall be per ICC ESR -1539 Table 11: lTE1,4 DESCR!PTi'ON OF BUILDING ELEVENT NIU".OBER/SPACING av 2-16d TYKE 01 FASTENER ROOF 1 E!ocking betvreen joists or rafters to top pickle, toe noil 3-)6d (_-."X0.131".) 8d (6"cc toe nail) 3-8d (2'0.131") 2 Ceilirg joists to plate, toe nail 13-16d 8d edge/12"cc field)8d 3-8d (2 1�,"xn.131 " edge/127cc field) Ceiling joists not attached to pora!lel rofter, lops over ") partitions, face nail 4-16d (3"x.0.131 4 Collor tie to rafter, face nail or 1.114"x20 page ridge strap 4 -16d (3"x0.13) ") 5-8d (23"x0.131") 5 Rafter or roof truss to plate, tae nail 4-16d (3"x0.131") 5-8d (2 �."x0.131 ") 5-16d (3"x0.131") 6 Roof rafter to ridge, val-ey or hip rafters: toe nail 5-8d (2k -"x0.131") 7 lRoof rafter to ridge, valley or hia rafters: end nail 4-16d (3"x0.131 ") 4;VhLL 8 Blocking between joists or rafters to top plate, toe nail 16d (3"x0.131 ") @ 16"cc 8d (2'2"x0.131") C! 8"cc 9 Abuttirnp studs ct intersecting wall corners, face roil 16d (3;x0.131 �) G 8"cc 8d (2�2 x0.131) fi"cr. 10 Fuilt-up header, t-wo pieces with %2" spacer 16d (3"x0.131") '01 8"cc 4-16d (3"x0.131 ") 11 Continuous header to st!.d, tae ncii 4 ,t /� -rad (21-,"x0.1131.") 16d (3"x0.131 ") @ 12"cc 12 Double top plckles, fa C e nail ") 6d (2 �2"x0.131 9 8"cc l3 Double top plates, minimum 48 -inch offset of end joints, 16-16d (S'0.131") face nail in lapped are^ '4 lop plctcs, laps at corners and intersections, face nail 3-16d"x0.13i" 15 Sole plate to joist or blocking, face roil 16d (3"x0.131") @ 12"cc -cc 8d (212"0.131") r' 8 4-16d(J"x0.131 ") Ca' 16"cc 16 Sole plate to joist or blocking ct braced wo!1 panels ") 4-8d(2%"X0.131 @ 16"cc 17 Top or sole prate to stud, end nail 4-16d (3' x0.131 ") 4-8d (2112"x0.131" 4-16d (3"0.131") i8 Stud to so -!e- plate, toe nail 4-8d (2!2"x0.1.51") FLOOR 19 Joist to sill or airder, toe nail ' 3- i 6d (_""x0.131 ") 3-8d (2Y"x0.131") 20 Rim joist to top plate, toe nci! !Ed (3"x-0.131") 01 6 -"cc ') Sd (2'� x0.131 c s c c Bu1i* uo girders c.na bPa,ms, 2 -inch lumber layers 16d (3"x0.131 ") @ 24 -cc L22 Ledger strip supporting jo,sts or rafters 5-16d (3"x0.131') 6-8d CARPENTRY NOTES 1. All structural wood shall conform with the latest edition of the following specifications: o Douglas Fir.................................West Coast Lumbermens Association Grading Rules #17. o Redwood......................................California Redwood Association Grading Rules. o Stock Glulam Beams......... PRG -305 Performance Standard for APA EWS Stock Glulam Beam o Non -stock Glulam Beams......... ANSI/AITC Standard A190.1 for Structural Glued Laminated Timber o Structural Plywood ..................... U.S. Product Standard PS 1-95 2. All lumber shall be Douglas Fir Larch with a moisture content of 19% or less at the time of installation. Minimum grade shall be: • 4X, 6X - Douglas Fir #1 • 2X - Douglas Fir #2 Structural Composite Lumber shall be Weyerhaeuser TrusJoist as follows: o Laminated Strand Lumber, LSL - 1.3E TimberStrand o Laminated Veneer Lumber, LVL - 1.9E Microllam o Parallel Strand Lumber, PSL - 2.0E Parallam 3. Stock Glulam Beams - 1.9E Rosoboro X -Beam. Unbalanced at single span and balanced at continuous or cantilevered spans. 4. Non -Stock Glulam Beams - Simple span 24F -V4. Continuous span 24F - V8. Camber minimum 3500 -ft radius, UNO. 5. Structural Plywood - APA C -D Exterior Glue 6. Bearing and shear walls shall have double top plates, lapped at wall and partition intersections with 3-16d nails. 7. Provide solid blocking between joists or rafters at all supports, and at supports parallel to the framing provide blocking over support at the some spacing as the framing. Provide cross bridging or full depth blocking for all roof rafters or floor joists that are 81/4 or more inches deep, at 8 feet on center maximum and at not more than 10 feet from supports. Cross bridging shall consist of 2x3 with 2-8d toe nails at each end or metal bridging installed with 2-8d nails at each end. 8. Joists under and parallel to partitions shall be doubled and stitch nailed together. 9. Provide blocking in all walls at the mid height of studs or so spaced that the unbraced length of studs does not exceed 10 feet. Provide blocking in walls at ceiling lines. 10. Provide solid blocking between posts at floor framing in multi -story construction. 11. All wood framing members shall either bear on plates, beams, posts or be supported in a metal connector. 12. All light gage metal connectors for wood construction shall be SIMPSON "Strong -Tie" products as specified in their latest catalog or an approved equal. Install all connectors per manufacturers requirements, UNO. 13. Holes for bolts in wood shall be bored with a bit of the same nominal diameter as the bolt plus 1/1 6th of an inch. Holes for lag screws shall be bored at no more than 75% of the diameter of the root of the threads. 14. All bolts, expansion anchors and lag screws shall be provided with metal washers under the heads and nuts which bear on wood. 15. Lag screws and wood screws shall be screwed and not driven into place. All bolts and lag screws shall be tightened on installation and retightened before closing in or completion of the job. 16. All glulam beam fabrication shall be performed by an approved fabricator per CBC 1704.2.2. PREFABRICATED TRUSS NOTES 1. Trusses shall be designed for the following loads: Dead Lim Snow • top chord - 11 psf 15 psf 26 psf (roof) • bottom chord - 7 psf 40 psf (Bottom chord live load is not concurrent with the roof live load.) 2. Maximum allowable deflection TL/240 or LL/360. 3. All top chord members shall be 2x6 minimum, all bottom chord members shall be 2x8 minimum, and all web members shall be 2x4 minimum. 4. Lumber grade shall be Douglas Fir #2 or better. Allowable stress increase for load duration shall be 25% maximum. No repetitive member stress increases shall be allowed. 5. The effect of eccentric loading shall be considered in all joints. Design and fabrication shall conform with CRC R802.10 & ANSI/ TP 1. 6. Mechanical equipment loads must be considered in the truss design, see plans for locations and weights of units. 7. Allowable plate bearing, fc=625 PSI. Truss design shall include all connections and bearing improvements required. 8. Truss drawings with layout plans and calculations, shall be prepared and signed by a Civil Engineer licensed to practice in the State of California and shall be submitted to the project Structural Engineer for shop drawing review prior to fabrication. Prior to the erection of trusses, the design calculations and drawings as reviewed and stamped by the Structural Engineer shall be submitted to the Building Department for approval. 9. The handling and erection of trusses shall be in strict accordance with the manufacturer's recommendations. Erection and temporary bracing (which is always required) shall be the responsibility of the contractor. HAND DRIVEN NAILING NOTES 1. All hand driven nails for structural work shall be smooth - common nails: 8d(21V'x.131"0), 10d(3"x.148" b), 16d(31V'x.16270) (unless specifically noted otherwise) per ASTM 1667. 2. Nails installed in preservative lumber shall be hot -dip galvanized nails conforming with ASTM A 153. 3. Nails exposed to weather shall be corrosion resistant. 4. Nails shall be spaced at not less than 11 diameters on center. Edge and end distances shall not be less than 6 diameters. Nail holes shall be sub -drilled where necessary to prevent splitting of wood. 5. Nailing not noted below or indicated on the plans shall be a minimum of two 10d nails at each contact for 2x members and a minimum of two 8d nails at each contact for 1x members. 6. Minimum nailing shall be per the table below. Connections not noted below shall be per CRC Table R602.3(1): Item Description of Building Elements 1 Blocking between ceiling joists or rafter to top plate 2 Ceiling joist to top plates 3 Ceiling joist not parallel to rafter, lapped 4 Ceiling joist parallel to rafter, lapped 5 Collar tie to rafter 6 Rafter or roof truss to wall plate 7 Rafters to ridge, valley or hip rafter 9 Stud -to -stud (corners & b w panels) 12 Top plate to top plate 14 Sole plate to joist,rim or blocking (not b w panel) 15 Sole plate to joist,rim or blocking (brace wall panel) 16 top or bottom plate to stud 17 top dates, corner laps 19 1"x6 sheathing to each bearing 21 Joist to sill, top plate or girder 22 rim joist or blocking to sill or top Plate 23 1"x6 subfloor ea joist 24 2" subfloor to joist or girder 30 3/8" - 1/27 sheathing 37 3/4" sheathing Fasteners (Spacing/Location) 3-8d (toe nail) 3-8d (per joist, toe nail) 3-16d (face nail) Table R82.2.1(9) 3-10d (face nail) 3-10d (face nail) 3-10d toe nail/ 2-16d end nail 16d (16"cc face nail) 16d (16"cc face nail) 16d (16"cc face nail) 2-16d (2 ea 16" cc) 4-8d toe nail/ 2-16d end nail 2-16d (face nail) 2-8d face nail) 3-8d toe nail) 8d (6"cc toe nail) 2-8d (face nail) 2-16d face nail 8d edge/12"cc field)8d �6"cc 6"cc edge/127cc field) _WOOD TREATMENT • Treated wood material shall comply with AWPA Standard U1-16 with category use as follows: Framed wall mud plates - UC2 Deck framing - UCJB • For fasteners in treated lumber with ACO/CA/CCA, use hot - dipped galvanized per ASTM A 153 or stainless steel, type 304 or 316. • For connectors in treated treated with ACO/CA/CCA use hot - dipped galvanized per ASTM A653, Class G185 or stainless steel, type 304 or 316. • For ACZA-treated wood, use stainless steel fasteners and connectors listed above. • Coordinate finish coatings with manufacturer's latest literature, e.g. Simpson Strong -lie IMAX (Galvanized G185 per ASTM A653). PERMIT N BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C SDE COMPLIANCE DATE_' L I � BY E o O a, Qi O a� N CU •�ao n3 cn O � N O OkOFESSiON, q J Sia ��y Z C� No. 4901 Exp. 6-30-17 3-20-17 U 0P �U U� P4P4 U Pq Pq U �D p� m N m d y F7 v) Z O ° 6 W ° oC e ° a DATE 3/20/17 °RAVM PS JOB NO 17-148 SHEET S001 /KIN I -n-- - --- -- 1: SECTION a '14'=1'-0" S2.1 TRUSS PROFILE �l S2.1 • Truss profiles above are provided for general reference and not for construction purposes. Truss fabricator's submitted drawings shall take precedent. • Contractor to field verify all relevant dimensions and coordinate quantities prior to wood) truss fabrication. • Where 2x outlooks are recessed into top chord, increase depth (2xb min.) orch soffit sulation gout per ss blkg s blkg per plan 4 s4.1 "I 11 PLAN LEGEND —� (R) Prefabricated Roof Truss (R)/(N) Header, below (E) Prefabricated roof truss (N) 2x fascia, outlooks, blocking, etc. (2x4 min) c7 / LAS' Connect joist hangers using fastener diameter, length & quantity per latest Simpson Strong— tie Catalog. A 21 5 -- — - -- ----- till i I — �i n i1 i �i I -------- — — �� 5 ROOF FRAMING PLAN N i1 7 P Contractor to install venting as needed to meet 1/150 roof ventilation ffper CRC Section R806.-v,i,.� 6.,,. c SHEET NOTES 1. (R) Prefabricated trusses @ 16" cc per 1/S2.1 See truss notes on sheet S0.1 for fabrication requirements. Truss mfgr to provide 2 sets of stamped and signed truss calculations for plan review. Lap & fasten (R) to (E) truss w/1 6d 12" cc. 2. (R) 15/32" roof sheathing per 1/S4.1 & 2/S4.2 3. (E) Prefabricated roof trusses 4. (N) 6x8 DF #1 kitchen window header 5. (E) 4x12 beam 6. (N) Truss blocking with 180—pif capacity. 7. (N) 2x8 ridge blocking PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE "1—b171___ BY— r - E o C O v v � � F- let -~ N a C) U E ct3 v n N Q�OFESSION q Al J. SgYO �FZ � Z c� No. 4901 M Exp. 6-30-17 STRUCTO 3-20-17 �4 U 2 U P� <� �H C'n 0� P� PP 422�H W -H 10J 0 � m w IL H zZ ° _C � E W ° u1 f 0 a DATE 3/20/17 DRAM PS JOB NO 17-148 SHEET S2zl 2 rows SPPN to top plates. At 8'-0" tall walls, install single SPPN row on lower wall plate centerline. DETAIL 7 1/2"=1'-0• S4.1 Min spacing to be 3x diameter of larger penetration 1/3 1/3 1/3 All penetrations reqd to be w/in mid 1/3 of top 1p The min dimension of a piece of wall shtg shall be 12" Use partial length sheets @ top of wall only Align horiz joints on solid stud width blk Where SP sheathing occurs on ea side of wall, stagr vert sheet joints on different studs ea side SPPN to perimeter of all sheets & to all vert members of 4x or greater width SPIN to all interior contacts Use full sheets where possible Align bottom of SP panel w/bottom of mud plate. Center SPPN row on mud plate centerline. Notches & penetrations greater than 1/3 width of top t are not allowed Max diameter of penetration to be 1/3 width of top l_ TOP PLATE PENETRATIONS (E) panel fir remain �As in 3/S4.1 OH DETAIL 4 :) Truss per plan to remain (E) 2x blkg " --Retain (E) beam 2x blk @ SP joints & ceiling lines Headers per plan. Use A34 @ opn'g ov/ 7'-0", typ 5-16d as shown except use A34 @ headers ov/ 7'-0" long or where 16d's can not be used. 2-10d TN, T&B 1-2x stud, typ 2-2x studs where noted on plans. Double 2x sub -sill @ opn'g above floor Nail as a multiple stud For headers less than 6'-0" use single 2x trimmer otherwise use double 2x trimmer, UNO. King stud per table below DETAI 5 1/2"=r-0° S4.1 HRS416Z strap at t breaks DETAIL 6 Notes: 1. Splices to occur only over center line of stud. Single top plate Wall studs �J�rJ Stud, rafter, blk c c ROOF SHEATHIN 1 3 '_ - S4.1 Stagr plywd as shown w/face grain perp to rafters. Rafters, typ Ikg @ wall line NOTES: 1. All roof sheathing to be 15/32" CDX, 5 ply min. Panel index 32/16. 2. Use SPPN of 8d @ 6"cc @ 15/32" SP @ all panel edges, shear walls, ties & blkg. SPIN to all interior bearings w/8d @ 12"cc on roofs. 3. Do not break any face plys w/nail heads. The min edge distance for nails shall be 3/8" in the plywd & in the receiving member. 4. ICBO accepted & APA rated PERFORMANCE RATED SHEATHING panels may be substituted for plywd. Panel thickness & span rating shall be equal to that noted on these plans. 3l4" SPPN �-- ��---Blk SP Note: Provide 1/8" gap between sheets at SP jt joints. 3/8" 3/8" SPIN Provide baffle to maintain 1" min air clearance. (N) Raft—A—Vent vent strip ov/2x blkg. Fasten SP w/ 16d commons 6" cc. (R) Gutter & trim in—like kind (R) Soffit vents fin— like kind Remove damaged siding where needed. (R) with APA rated siding. Fasten w/ 8d®6" cc SPPN. Stud, rafter or blk DETAIL 2 3/4"=1'4 S4.1 3/4" SP Insulation per plan Wall Opening King Stud Requirements Stud Prefab trusses Wall Opening Width (ft) Height Stud Size 41-0" 61-011 81-011 101-011 (R) 2x4 2x4 Dbl2x4 3-2x4 4x6 8'-0" 2x6 2x62x6 2x6 Dbl2x6 2x4 Dbl2x4 3-2x4 4x6 4x6 10'-0" 2x6 2x6 2x6 Dbl2x6 Dbl2x6 DETAI 5 1/2"=r-0° S4.1 HRS416Z strap at t breaks DETAIL 6 Notes: 1. Splices to occur only over center line of stud. Single top plate Wall studs �J�rJ Stud, rafter, blk c c ROOF SHEATHIN 1 3 '_ - S4.1 Stagr plywd as shown w/face grain perp to rafters. Rafters, typ Ikg @ wall line NOTES: 1. All roof sheathing to be 15/32" CDX, 5 ply min. Panel index 32/16. 2. Use SPPN of 8d @ 6"cc @ 15/32" SP @ all panel edges, shear walls, ties & blkg. SPIN to all interior bearings w/8d @ 12"cc on roofs. 3. Do not break any face plys w/nail heads. The min edge distance for nails shall be 3/8" in the plywd & in the receiving member. 4. ICBO accepted & APA rated PERFORMANCE RATED SHEATHING panels may be substituted for plywd. Panel thickness & span rating shall be equal to that noted on these plans. 3l4" SPPN �-- ��---Blk SP Note: Provide 1/8" gap between sheets at SP jt joints. 3/8" 3/8" SPIN Provide baffle to maintain 1" min air clearance. (N) Raft—A—Vent vent strip ov/2x blkg. Fasten SP w/ 16d commons 6" cc. (R) Gutter & trim in—like kind (R) Soffit vents fin— like kind Remove damaged siding where needed. (R) with APA rated siding. Fasten w/ 8d®6" cc SPPN. Stud, rafter or blk DETAIL 2 3/4"=1'4 S4.1 3/4" SP Insulation per plan DETAIL 3 PERMIT # BUTTE COUNTY DEVELOPMENT SERVPCES RENEWED FOR CODE COIU�PLIANCE (R) Prefab trusses per plan. Fasten to (E) truss per plan. (N) H1 each truss (R) Studs per plan as needed. Align with truss above. DETAIL 3 PERMIT # BUTTE COUNTY DEVELOPMENT SERVPCES RENEWED FOR CODE COIU�PLIANCE