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HomeMy WebLinkAboutB16-2825 039-440-02917JM I J _7.wM /7 f9f 'Y '% r I �011 710 SKYWA Y A VENUE CHICO, CALIFORNIA AP# 039-440-029 ARCHITECTURAL NOTES GLAZING & WINDOWS: 1-1 All work on this project shall conform to the California 2013 Residential Building Code, (Title 24), & any other 11-1 Provide safety tempered glazing in "hazardous locations", including but not limited to all glazing's in shower applicable state, county and/or city codes & ordinances. DESCRIPTION & tub enclosures, & all glazing indoors & within 24" arc of either vertical edge of door in closed position 1-2 Written dimensions shall be used. Do not scale drawings. 11-2 All window frames shall be set in full bed of mastic. lap building wrap over window flanges except at sill. 1-3 If information on the plans differ from these notes, contact Streamline Engineering for clarification. 11-3 All escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The 14 The contractor shall verify site conditions & their correlation w/ the drawings & shall bring any problems to the A-4 minimum net clear openable height dimension shall be 24" inches. The minimum net dear openable width attention of Streamline Engineering prior to construction. ROOF PLAN dimensiYn shall be 20 inches, When windows are provided as a means of escape or rescue, they shall have 1-5 In the event certain features of the construction are not fully shown on the drawings or called for in the notes, S-1 a finish height not more than 44 inches above the floor. then their construction shall be of the same character as similar conditions that are shown or called for & shall 114 Safety glazing must have permanent labels / identification. be approved by Streamline Engineering. 11-5 Skylights shall comply with California 2013 Residential Building Code. 1-6 All dimensions are face of stud, face of concrete, or face of masonry, unless otherwise noted (U.O.N). 11-6 Doors and enclosures of bathtubs, spas, hot tubs, saunas, etc, shall be safety glazed (bottom exposed edge 1-7 Drawings represent finished structure. They do not indicate the method of construction U.O.N. BOT. is less than 60" above standing surface or drain inlet. 1-8 It is the owner's/contractors responsibility to verify that the project conforms with CC&R's (Covenants, 11-7 Glazing with an individual pane greater than 9 sq, ft, where bottom edge is less than 18" above the floor and Conditions & Restrictions) of the subdivision and/or approval of the property owners association. C.M.U. top edge is greater than 36" , and where the pane is within 36" of a walking surface. 1-9 Installation & hook tip of all utilities shall be in accordance w/ applicable codes & the requirements of the utility 11-8 Stairways: within 36" horizontally of a walking surface, when exposed surface of glass is less than 60" above company, C.W. plan of adjacent walking surface. Or within 60" horizontally of the bottom tread of a stairway in any direction 1-10 Electrical, heating, ventilation, plumbing, air conditioning equipment & other service facilities shall be located or CABINET when exposed surface of glass is less than 60" above nose of tread. designated to prevent water damage/infiltration. CLG. CEILING 1-11 construction shall be of the highest quality workmanship. all walls shall be plumb & true, all connections shall FIRE STOPPING: be made secure according to accepted construction procedures or as specified herein or as per the California CLEAR COL. 2013 Residential Building Code, COMP. 14-1 Fire -stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) and shall form a 1-12 Streamline Engineering assumes no responsibility for any changes, errors, omissions or deviations by the CONSTR. barrier between a top story & roof space, and in the following specific locations: owner or contractor, either intentional or accidental. CONTINUOS A. In exterior or interior stud walls, at ceilings. 1-13 the owner is advised that these drawings & associated construction documents are the only medium available D.W. B. In all stud walls and partition, including furred spaces, so placed that the maximum dimensions & any to express the intent of Streamline Engineering & cannot be assumed to be all inclusive in that regard, DOUBLE concealed space is not over 10 feet. 1-14 The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not DEPT. C. Any other locations not specifically mentioned above, such as holes for pipes,shafting, behind furring strips & less than one unit vertical in 20 units horiz. (5%) for a min. distance of 10' measured perpendicular to the face DIAMETER similar places which could afford a passage of flames. of the wall or an approved alternate method of diverting water away from the foundation shall be used. 14-2 Penetrations of rated assemblies shall be fire - stopped. Fire stopping shall be an approved material as prescribed by Exception: where climatic or soil conditions warrant, the slope of the ground away from the building foundation DOWNSPOUT the State Fire Marshall. is permitted to be reduced to not less than one unit vertical in 48 units horizontal (2% slope) 14-3 5/8" type "X" gyp. bd. under all stairs and typ. useable storage space under stairway shall be one-hour construction. GENERAL EXTERIOR: 14-4 5/8" type "X" gyp. bd. shall be used at common walls & ceilings, between living space & garage. Provide fire taped EACH ELFV. joints. 2-1 Refer to site plan for location of building & grading, county and/or city codes & ordinances. FINISH CARPENTRY: 2-2 Final grades around building perimeter shall slope away from foundation. EQUIP. EQUIPMENT 2-3 Roofing shall be installed per manufacturer's recommendations. 15-1 Perform all work necessary & required for finished woodwork including, but not limited to: 2-4 Install all stone veneer per manufacturers installation specifications. EXT. A Interior trim & millwork. 2-6 Verify location of all downspouts w/ owner. Final discharge from downspouts shall be 5' min., from building. FINISH FLOOR B. Similar assemblies of finish wood. DOORS & RELATED HARDWARE: FIN. C. Hanging interior doors. FIXT. 15-2 All millwork shall be fabricated & assembled for measurements taken at the site. 6-1 All exterior & interior door hardware and door finishes shall be as selected by owner U.O.N. all doors w/ 15-3 Casing trim, cleats, etc.: Apply with appropriate sized nails countersunk & filled. All materials shall be applied to solid locks shall be keyed per owner's request. FRAMING backing or applied w/ appropriate fasteners. 6-3 All doors shall be provided with a door stop. 15-4 All interior trim, casing, etc.. shall be painted, finger joint 6-4 If automatic garage door openers are installed, they shall have edge sensor, safety beam or similar safety PAINTING: GALV. device as per state law. GL. GLASS 6-6 Exterior or doors and doors leading to garage shall have single cylinder deadbo tin addition to door latches. GLUE LAM BEAM GYP. 6-7 Level floor or landing on each side of door (unless exterior landing -2% max. slope.) Exceptions: A) Door is 16-1 Perform all wcrk necessary & required for completion of the project. Painting of electrical work in finished areas of the permitted to open at top step of interior stairs, provided door does not swing over the top step. B) Landing HOLLOW CORE building & access doors is included. can be 7.75 inches below top of threshold, provided the door does not swing over the landing. 16-2 No painting/finishing shall be started until the surfaces to be painted/finished are in proper condition in every respect. 6-8 Landing minimum 36" inches. 16-3 Wood surfaces shall be sanded and dusted clean. Putty all nail holes, cracks, etc.. after first prime coat HORIZONTAL 16-4 Leave all glass areas, stucco surfaces, floors, walks, hardware, & any other surfaces dean & free of paint, stain, DRYWALL: spatter, smears, & smudges which are the result of these operations. Replace any glass damaged in any way. 16-5 All roof penetrations such as flues and vent pipes, etc.. shall be painted to match roof color. 8-1 All gypsum board seams shall be taped & textured as per owners request. 8-2 Metal edge shall be installed at all exposed exterior comers. FLASHING: e I e 8-3 All openings for outlets, switches, etc.. shall be cut. Score &knock -out method shall not b used. 8-4 All edges & ends shall occur on the framing members, except those edges and ends which are perpendicular to 19-1 All flashing shall be 24 ga., galv.. sheet metal U.O.N. Prime & paint to match adjacent construction. the framing members & at braced wall panels where all edges must be blocked U.O.N.. 19-2 Flash & counter -flash at all roof/wall connections. 8-5 Fire -rated assemblies shall have joints treater (taped). 19-3 Provide gory.. flashing at all wood/concrete connections. 8-6 Water-resistant gypsum board shall be installed at all wet locations except at showers. 19-4 Flash all roof & wall or chimney intersections w/24 ga.. G.S.M. flashing. Roof flashings around pipes, vents, 8-7 Framing around shower shall be protected with approved water proof paper. Water-resistant gypsum board may flues chimneys, etc., shall be 24 ga.. G.S.M. copper, or other approved flexible flashing material & shall be or wall panel backing board shall be used. not be used. 1/2 cement backer board or other approved til.,e k' formed to follow, contours of the the &allow seating of the the where occurs. 19-5 Pressure treated wood next to aluminum is not allowed. VENTI LATI NG/ATTIC ACCESS: 19-6 Provide flashing at all exterior openings exposed to weather. 10-1 Provide ventilation in all attic areas to meet code requirements. STREET NUMBERS: 22 ; h b 30 ; h & h II b 1 #-4 ' 4k. 10-3 The attic access opening shall not be less than Ines c es y me s a e oca In a car , hallway, or other readily accessible location. 30" minimum unobstructed headroom in the attic space shall be provided at or above the access opening. 10-4 Attic ventilation needs to be at least %so of the attic area with 50% required venting located at least 3' above eave or cornice vents with the balance of required venting provided by eave or cornice vents and shall have cross ventilation for each separate space. The area of ventilation may be reduced to Soo provided a vapor retarter is installed on the warm side of the attic insulation. Insulation baffles need to be used to keep a min. of 1" air space for movement of air. 10-5 Openings into attic space shall be covered with corrosion -resistant wire cloth screening or other material that has openings a min, of 3" and shall not exceed Y4'. 10-6 Openable skylights need to be at least 10' from plumbing vents and 4' from other vents or flues. 10-7 Rafter spaces with gyp -board on one side of the rafter and roof sheathing on the other are to be ventilated. A min. of 1" airspace shall be provided between the insulation and the roof sheathing. The net free ventilation area shall not be less than %so of the area space ventilated. 10-8 Draftstopping shall be installed in attics and concealed roof spaces, such that the horizontal area does not exceed 3,000 sq. ft. 20-1 Install street address numbers of sufficient size and contrasting material to be readily visible from the street. 20-2 Builder shall verify additional requirements w/ building dept. PLUMBING: 21-1 Water Closet average consumption shall not be more than 1.28 gallons of water per flush. 21-2 Shower. doors 22" min. unobstructed opening. Min. finished interior of 1,024 square inches and 30" circle inside taken at 70" above shower drain outlet. 21-3 The base for wall tile in tub & shower areas and wall ceiling panels in shower areas shall cement, fiber -cement or glass mat gypsum backers in compliance with ASTM C 1178, C 1288 or C 1325, installed per manufactures recommendations. 21-4 Bath tubs/whidpools shall have removable panel to access and remove pump. Circulation piping shall be self draining to minimize water retention. 21-5 Water temperature shall be limited to 120° Fin showers and tubs. 21-6 Shower and tub shower combinations shall have individual control valves of pressure balance, thermostatic, or combination of pressure balance / thermostatic mixing valve type. 21-7 Shower heads shall be at least 70" above drain inlet. 21-8 Water heaters in bedrooms or bathrooms must comply with CPC. 21-9 Water heaters shall be strapped at points within the upper 3 and lower 1/3 of its vertical dimensions. At lower point, a min. distance of 4" shall be maintained above the controls of the strapping. 21-10 Water Heater in garage: all burners and burner -ignition devices shall be 18" above the floor, protected by vehicles. 21-11 All storage type water heaters need a temperature /pressure relief valve with a %' hard pipe drain which terminates 6' to 24" above grade and pointing downward. The drain pipe shall maintain a downward slope to the exterior. 21-12 Where a pressure regulator or storage type water heater are present, an approved, listed expansion tank or other device shall be installed to control intermittent thermal expansion. 21-13 Anti -siphon devices are required at all hose bibs, both interior and exterior, except the clothes washer connection. This is to prevent the possible backflow of contaminated water into the potable water system. 21-14 A min. of 24" is required in front of the toilet bowl and the toilet is to be centered in a 30" wide space. 21-15 Each vent shall terminate not less than 10' from, or at least 3' above , any openable window, door, opening, air intake or vent shaft, nor less than 3' in every direction from any lot line, alley and street excepted. 21-16 No building sewer or other drainage pipe can be constructed of materials other then cast iron, galvanized steel, galvanized wrought iron, lead copper, brass, stainless steel 304 or 316L, schedule 40 ABS, DWV, schedule 40 PVC DWV, or extra strength vitrified clay pipe. The min. depth of the building sewer is 12" below grade to top of pipe. Galvanized steel galvanized wrought iron and stainless steel 304 cannot be used underground and must be at least 6" above ground. 21-17 A min. 18"x24" underfloor access, unobstructed by pipes or ducts and within 20' of each under -floor plumbing cleanout is required. Provide a solid cover or screen. PERMIT # BUTTE COUNTY DEVELOrMENT 85RVICES [REVIEWED FOR CODS OQMPLIANCF _ DATE Alk. l s� CALIFORNIA GREEN BUILDING REQUIREMENTS PLANNING AND DESIGN: 1-1 STORM WATER MANAGEMENT AND RETENTION DURING CONSTRUCTION: PROVIDE A SITE PLAN A T R THAT SHOWS HOW THE STORM WATER DRAINAGE MANAGEMENT PRACTICES WILL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY, PREVENT EROSION, AND RETAIN SOIL RUNOFF ON THE SITE INCLUDING BUT NOT LIMITED TO RETENTION BASINS, STORM WATER FILTRATION, SWALES, FRENCH DRAINS, BEST MANAGEMENT PRACTICES, ETC. (CGBSC 4.106.2). 1-2 SURFACE DRAINAGE: SECTION 4.106.3 SPECIFIES THAT SURFACE DRAINAGE MUST BE PLANNED. DRAINAGE PATTERNS MUST BE ANALYZED AND A METHOD DEVELOPED TO MANAGE SITE AND BUILDING DRAINAGE. ENERGY EFFICIENCY: 2-1 SECTION 4.201.1 CLARIFIES THAT THE CALIFORNIA ENERGY COMMISSION (CEC) ADOPTS REGULATIONS TO ESTABLISH THE MINIMUM LEVEL OF ENERGY EFFICIENCY FOR A STRUCTURE THAT IS HEATED OR COOLED. 2-2 OPENINGS IN THE BUILDING ENVELOPE SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE NEEDED TO ACCOMMODATE GAS, PLUMBING, ELECTRICAL LINES, AND OTHER NECESSARY PENETRATIONS MUST BE SEALED IN COMPLIANCE WITH THE CALIFORNIA ENERGY CODE AND ALSO THE CRC R316 WHERE FOAM PLASTIC INSULATION IS PROPOSED FOR COMPLIANCE. EXCEPTION: ANNULAR SPACES AROUND PIPES, ELECTRICAL CABLES, CONDUITS, OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS IN WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. WATER EFFICIENCY AND CONSERVATION: 3-1 INDOOR WATER USE: SECTION 4.303.1 REDUCES INDOOR WATER USE BY AT LEAST 20%. THE CODE PROVIDES A PRESCRIPTIVE AND A PERFORMANCE METHOD TO MEET THE REQUIREMENTS. PRESCRIPTIVE: SHOWERHEADS < 2.0 GPM @ 80 PSI LAVATORY FAUCETS < 1.5 GPM @ 60 PSI KITCHEN FAUCETS < 1.8 GPM @ 60 PSI WATER CLOSETS < 1.28 GAUFLUSH1 PERFORMANCE: PERFORM A CALCULATION TO SHOW A 20% REDUCTION USING THE WORKSHEETS PROVIDED IN CHAPTER 8 OF THE 2013 C.G.B.C- INCLUDES DUAL FLUSH TOILETS WITH AN EFFECTIVE FLUSH VOLUME OF 1.28 GALLONS OR LESS.THE EFFECTIVE FLUSH VOLUME IS THE AVERAGE VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. 3-2 WHEN A SINGLE SHOWER IS SERVICED BY MULTIPLE SHOWER HEADS THE COMBINED FLOW RATE OF THE SHOWER HEADS SHALL NOT EXCEED 2gpm @ 80psi OR THE SHOWER SHALL BE DESIGNED ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. CGBSC 4.303.2 . TOO A O O ( ) 3-3 AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING (CGBSC 4.304.1): CONTROLLERS SHALL BE WEATHER -OR SOIL BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION DUE TO CHANGES IN WEATHER CONDITIONS. WEATHER BASED CONTROLLERS SHALL HAVE AN INTEGRAL RAIN SENSOR WHICH COMMUNICATES WITH CONTROLLERS. MATERIAL CONSERVATION & RESOURCE EFFICIENCY: 4-1 THE GENERAL CONTRACTOR OR OWNER SHALL FILL OUT THE CONSTRUCTION AND DEMOLITION DEBRIS DIVERSION PLAN FORM BEFORE PERMIT APPROVAL.. STEP 1: IDENTIFY MATERIALS TO BE REUSED, RECYCLED OR DISPOSED OF AT THE LANDFILL. STEP 2: IDENTIFY HOW THE MATERIALS WILL BE HANDLED EITHER SOURCE SEPARATED OR MIXED. STEP 3: IDENTIFY WHO WILL BE HAULING THE MATERIALS. STEP 4: IDENTIFY WHERE THE MATERIALS WILL BE DISPOSED OF AND/ OR RECYCLED. N A MINIMUM OF 50 PERCENT OF 4-2 CONSTRUCTION WASTE REDUCTION,DISPOSALA DRECYCLING THE CONSTRUCTION WASTE GENERATED AT THIS SITE IS DIVERTED TO RECYCLE OR SALVAGE. 4-3 WHERE A LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, A CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE SUBMITTED FOR APPROVAL TO THE ENFORCING AGENCY. 4-4 BUILDING MAINTENANCE AND OPERATION. AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER TO ENSURE BUILDINGS AND EQUIPMENT ARE PROPERLY MAINTAINED. ENVIRONMENTAL QUALITY: 4-1 FIREPLACES. ANY INSTALLED GAS FIREPLACES SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS WHERE APPLICABLE. WOOD STOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. 4-2 POLLUTANT CONTROL. DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONET OPENINGS SHALL BE COVERED DURING CONSTRUCTION. 4-3 ADHESIVES, SEALANTS AND CAULKS SHALL BE IN COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS. 4-4 PAINTS, STAINS AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS. 4-5 AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS. 4-6 DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT THE COMPLIANCE VOC LIMIT FINISH MATERIALS SHALL BE USED. 4-7 CARPET AND CARPET SYSTEMS SHALL BE IN COMPLIANCE WITH VOC LIMITS. 4-8 50 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE VOC-EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) LOW EMITTING MATERIALS LIST OR BE CERTIFIED. 4-9 PARTICLE BOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD PLYWOOD USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARD. 4-10 INTERIOR MOISTURE CONTROL. VAPOR RETARDER AND CAPILLARY BREAK INSTALLED AT SLAB ON GRADE FOUNDATIONS. 4-11 MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR FRAMING SHALL BE CHECKED BEFORE ENCLOSURE. 4-12 INDOOR AIR QUALITY AND EXHAUST. EXHAUST FANS WHICH TERMINATE OUTSIDE THE BUILDING ARE PROVIDED IN EVERY BATHROOM. 4-12 WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED LOWERS OR COVERS WHICH CLOSE WHEN THE FAN IS OFF. 4-13 DUCT SYSTEM IS SIZED, DESIGNED, AND EQUIPMENT IS SELECTED USING THE FOLLOWING METHODS: A. ESTABLISH HEAT LOSS & HEAT GAIN VALUES ACCORDING TO ACCA MANUAL J OR EQUIVALENT B. SIZE DUCT SYSTEMS ACCORDING TO ACCA 29-D (MANUAL D) OR EQUIVALENT. C. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ACCA 36-S (MANUAL S) . 4-14 INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS. HVAC SYSTEM INSTALLERS ARE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEM - SPECIAL INSPECTION 1. The owner shall be responsible for ensuring that the following special inspections are provided. Special inspectors shall be employed by the owner and not by the builder or any other person responsible for the work. The special inspector must be acceptable to the project engineer and the local building official. All inspections shall be performed in accordance with section 1701 of the CBC and other applicable standards. Inspectors shall be approved by the building deportment prior to the issuance of a building permit. Anchor Bolds, All -thread or Rebar Installed w/ Epoxy The portions of work that require special Inspection are the Simpson RFB anchor bolts and!or all -thread installed with epoxy. The duties of the !inspector shall be as noted below. -Verify the embedment depth of the dowels. -Observe the cleaning of the drilled holes to be In compliance with the manufacturer. -Verify that the specified epoxy is being used and that it is mixed properly. -Verify that the bolts are as specified and that they are clean and oil free. -Verify that the builder is requiring minimunn cure time. -Provide report to the building department as noted below. Samples of inspection reports shall be provided by the special inspector (if required by the building official). Reports shall be submitted to the building department within seven calendar days of the inspection. All inspector's reports noting discrepancies to be filed with the building department weekly during construction, whether corrected or not. All inspector's daily logs shall be maintained on site for review by the building inspectors. CODE ANALYSIS APPLICABLE CODE BUILDING USE: OCCUPANCY CLASS: NEW SQ FT: EXISTING SQ FT: NEW CAR PORT COVERED PORCH SQ FT: NUMBER OF STORIES: TYPE OF CONSTRUCTION .FIRE SPRINKLERS: 2013 C.R.B.C.,2013 C.G.B.C.,2013 C.M.C.,2013 C.E.C., 2013 C.P.C. , 2013 C.F.C. , 2013 C.E.C. RESIDENCE R-3 RESIDENCE 3,354 2,297 516 956 1 V -B REQUIRED DEFERRED SUBMITTALS DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE REVEIWED BY STREAMLINE ENGINEERING PRIOR TO SUBMITTAL. STREAMLINE SHALL SUBMIT A LETTER INDICATING THEY HAVE REVIEWED AND ARE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTALS PLANNED AT THIS TIME ARE NOTED BELOW: 1. FIRE SPRINKLERS SCOPE OF WORK 1. THE PROJECT CONSIST OF REPAIRING DAMAGE TO AN EXISTING HOME DUE TO FIRE. THE EXISTING FOUNDATION AND FLOOR FRAMING WILL BE USED TO SUPPORT THE HOME WITH SOME NEW FOOTINGS ADDED TO SUPPORT NEW FLOOR FRAMING AS NOTED ON THE PLANS. THE BUILDER WILL EVALUATE THE FRAMING AND REPLACE AS NEEDED BASED ON HIS JUDGEMENT. 2. PROVIDE ALL NEW WALL FniAMING,INSULATION, DRYWALL, HVAC, ELECTRICAL, THIS F PART MECHANICAL, CABINETS AND TRIMS, AND FINISH IS A O IS WOR K 3. ALL NEW WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE CODES AS NOTED IN THE CODE ANALYSIS. EROSION CONTROL PLAN Minimum erosion & sediment controls for project disturbing less than one acre. 1. No soil disturbance shall occur prior to obtaining a building permit. 2. Person responsible for erosion control phone (see project team on sheet T-1 owner or builder contact information). 3. Erosion measures shall be in place between October 15th and April 15th, or when rain is forecasted. 4. Soil tracked off site into streets shall be cleaned up at end of each work day. 5. Inactive soil stockpiles shall be covered. Active stockpiles shall be covered prior to forecasted rain event. 6. The erosion control plan shall be re-evaulted & adjusted accordingly as the site changes & after rain events. 7. Erosion control measures shall be maintained. 8. Washing concrete equipment & tool at any location than a designated concrete washout is a violation of law and subject to fine.Hay bales lined with visqueen may be used for this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. 9. Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15wide by 6" deep over construction grade fabric. 10. Wattles installed properly behind curb or sidewalks. 11. Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. 12. Internal filters placed inside each drain inlet. 13. Trash bars across the bark of all drains. 14. Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may be used for this application). 15. Stabilize all slopes where erosion could occur & cause silt run off. (Straw, visqueen or erosion blankets may be used for this application). 16. All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm drain inlet. 17. Portable chemical toilets if provided on the site must be kept off of street & sidewalks & at least 50' from the nearest storm drain inlet. 18. All trash must be collected & storedproperly. Do not let items such as drywall mud boxes, paint buckets, cleaning materials containers etc. come in contact with any rainfall or storm water runoff. 19. After installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your BMP's (Best Management Practice). BUILDING DESIGN STREAMLINE ENGINEERING, INC. JIM PETERSON 60 INDEPENDENCE CIR, STE 201 CHICO, CALIFORNIA 95973 (0) 530-892-1100 Email. jimstreamline@sbcglobal.net SHEETINDEX SHEET DESCRIPTION T-1 COVER SHEET A-1 FLOOR PLAN A-2 NEW FOUNDATION PLAN / SHEARWALL PLAN A-3 ELEVATIONS A-4 ELEVATIONS A-5 ROOF PLAN A-6 CROSS SECTION S-1 STRUCTURAL DETAILS & NOTES E-1 ELECTRICAL PLAN ABBREVIATIONS AB ANCHOR BOLT AC ASPHALT L.F. CONCRETE AFF ABOVE FINISH LOC, FLOOR AGG. AGGREGATE ALT. ALTERNATE ANCH. ANCHOR APPROX. APPROXIMATE ARCH. ARCHITECTURAL BLDG. BUILDING BILK. BLOCK BLKG. BLOCKING BM. BEAM BOT. BOTTOM C.J. CONSTRUCTION O.C. JOINT C.M.U. CONCRETE 0. H. MASONRY UNIT C.O. CLEAN OUT C.W. COLD WATER CAB. CABINET CIR. CIRCLE CLG. CEILING CLO. CLOSET CLR. CLEAR COL. COLUMN COMP. COMPOSITION CONC. CONCRETE CONSTR. CONSTRUCTION CONT. CONTINUOS D. H. DOUBLE HUNG D.W. DISHWASHER DBL. DOUBLE DEMO. DEMOLITION DEPT. DEPARTMENT DIA. DIAMETER DIAL. DIAGONAL DIM. DIMENSION DS. DOWNSPOUT DWG, DRAWING E.F. EXHAUST FAN E.W. EACH WAY EA. EACH ELFV. ELEVATION ELECT. ELECTRICAL EQ. EQUAL EQUIP. EQUIPMENT (E) EXISTING EXP. EXPANSION EXT. EXTERIOR F.F. FINISH FLOOR FOUND. FOUNDATION FIN. FINISH FIXT. FIXTURE FLASH. FLASHING FLOUR. FLUORESCENT FRMG. FRAMING FT. FOOT OR FEET FTG. FOOTING GA. GAUGE GALV. GALVANIZED GL. GLASS GLB, GLUE LAM BEAM GYP. GYPSUM H. B. HOSE BIBB H.C. HOLLOW CORE HDR. HEADER HDWD. HARDWOOD HGT. HEIGHT HORIZ. HORIZONTAL HR. HOUR PROJECT TEAM BUILDING ENGINEER STREAMLINE ENGINEERING, INC. JEFF RICHELIEU, R.C.E. 53,590 60 INDEPENDENCE CIR. STE 201 CHICO, CALIFORNIA 95973 (0)530-892-1100 Email: jeffstreamline@sbcglobal.net I.D. INSIDE DIAMETER INSUL. INSULATION J. H. JOIST HANGER JT. JOINT L.F. LINEAR FEET LAV. LAVATORY LOC, LOCATED M.B. MACHINE BOLT MAINT. MAINTENANCE MAX. MAXIMUM MECH. MECHANICAL MET. METAL MFGR. MIN. MINIMUM MISC. MISCELLANEOUS N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NO. NUMBER O.C. ON CENTER 0. D. OUTSIDE DIAMETER 0. H. OVER HEAD OBS. OBSCURE OPNG. OPENING P.S.I. POUNDS PER SQ. INCH P.T. PRESSURE TREATED PERP. PERPENDICULAR PL. PLATE PLWD. PLYWOOD R.D. ROOF DRAIN R.O. ROUGH OPENING RAD. RADIUS REF. REFERENCE REFL. REFLECTED S.C. SOLID CORE SCHD. SCHEDULE SHTG. SHEATHING SIM. SIMILAR SPEC. SPECIFICATION SQ. SQUARE S.S. SANITARY SEWER STD. STANDARD STEEL T&B TOP AND BOTTOM T&G TONGUE & GROOVE T.S. TUBE STEEL TEMP. TEMPERED TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED VERT. VERTICAL W.C. WATER CLOSET W W. WATER HEATER W.W.F. WELDED WIRE FABRIC W/ WITH W/O. WITHOUT W.P. WATERPROOF BUTTE COUNTY FEB -17 2017 DEVELOPMENT SERVICES Y -L L/ v'zs�5 BUILDER 1. i JIM CREW & SON'S GENERAL CONTRACTING P.O. BOX 3939 PARADISE, CALIFORNIA 95967 (0)530-570-5453 QRpFESS/pN ` 90 rn m C �7 v 6/30/17 `r CIVIL �\P �qTF OF- C AA -\F SUBMITTAL SET �.. �v c M N a a zoo NO G W 0 JJ .JI Q Q J a AZO WFQ N IL 4M fC V0V Z V 00 �MI%Lu _ p Z CO) aT. 0119 LU 04 CPA m v ncc 1iV rc � Q ja Z IxQ W C cc -1 W � 4 V O W r S LJL EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING THIS SHEET SHALL NOT BE REPROOUCED WITHOUT WRITTEN PERMISSION. REVISIONS FLOOR PLAN 1/4" = 1'-0" SHEET NOTES 1 101. DOUBLE SINK WITH GARBAGE DISPOSAL 102. DISHWASHER WITH DRAIN TO DISPOSAL, PROVIDE AIR GAP. 103. RANGE WITH HOOD 104. FREEZER 105. REFRIGERATOR WITH COLD WATER STUB. 106. MICROWAVE 107. OVEN 108. SOLID SURFACE COUNTERTOP 109. WASHER SPACE: PROVIDE RECESSED HOT, COLD WATER STUB AND WASTE " LINE. 110. DRYER SPACE: EXHAUST DUCTS SHALL BE EQUIPPED WITH A BACK DRAFT -DAMPER. THE TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH SHALL NOT EXCEED 14'-0". THE VENT. SHALL BE ENGINEERED IF LONGER THAN 14'. 111. 22"40 ATTIC ACCESS: THE ATTIC ACCESS OPENING SHALL NOT BE LESS THAN 22" BY 30" AND SHALL BE LOCATED IN A CORRIDOR, HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. 30" MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING. 112.5'-0" TUB AND SHOWER WITH TOWEL BAR AND WAINSCOT. 113. SHOWER: INSTALL CEMENT -FIBER BOARD BACKING TO HEIGHT OF 7-0" MIN, ABOVE DRAIN INLET BEHIND ALL CERAMIC TILE FINISHES IN THE SHOWER. 114. MEDICINE CABINET WITH MIRROR (APPROVED BY OWNER) 115. FACE FRAME LINEN CABINET WITH SELVES 116.1 e" SOLID CORE DOOR WITH CLOSER AND LATCH. 117. ENTERTAINMENT CENTER 118. TANKLESS WATER HEATER LOCATED IN ATTIC: ' 119. GAS FIREPLACE WITH HEARTH: INSTALL PER MFGR. SPECS. FACTORY -BUILT FIREPLACES SHALL BE PERMANENTLY EQUIPPED WITH AN EPA CERTIFIED INSERT OR SHALL BE PERMANENTLY LABELED SHOWING IT MEETS EPA PHASE 2 EMISSION LIMITS. HEARTH EXTENSIONS ARE TO BE INSTALLED PER MFGR. SPECS. 120. DOG WASH STATION. 121. MAKEUP AIR TRANSFER DUCT: PROVIDE AN OPENING OF 100 SQ. INCHES MIN. NOTES: 1. ITEMS THAT ARE LISTED MAY OR MAY NOT OCCUR ON THIS FLOOR PLAN. ONLY ITEMS THAT ARE KEYED ON THE PLAN ARE REQUIRED. 2. ALL CABINET DESIGNS SHALL BE PROVIDED BY THE CABINET BUILDER. THE OWNER SHALL APPROVE ALL SHOP DRAWINGS . BEFORE CONSTRUCTION OF ANY CABINETS. 3. ALL APPLIANCES SHALL BE APPROVED BY THE OWNER. 4. ALL DOORS, WINDOWS, AND SKYLIGHTS SHALL BE APPROVED BY THE OWNER. 5. ALL PLUMBING FIXTURES SHALL BE APPROVED BY THE OWNER. 6. SEE ENERGY CALCULATIONS FOR HEATING & COOLING EFFICIENCY REQUIREMENTS, DUCT INSULATION, RADIANT BARRIER ROOF SHEATHING, HERS VERIFICATION, AND WATER HEATER EFFICIENCY. 7. ENTRY DOOR GLAZING SHALL BE TEMPERED. PERMIT#)Ze" BUTTE COUNTY MVELOPMENT SERVICES FICNIEWN) r016COMP LIAN WALL SCHEDULE 2x4 STUDS @ 16" O.C. 2x6 STUDS @ 16" O.C. EXISTING WALL TO REMAIN . , 1-1. 1-.I QRpFESS/py P/c"Ljj LJ 4 a / c 70 F 6 0 >7 `r CIVIL OF C ALF 0� 21t� SUBMITTAL S: ET] m J P V Cs QI t7 a W za19 WN0 Q a WHQ 0. O f AZ1.1 M ca ZM In 0.' lm Z :0.1' = x_7Lu OWHZG VOC VlWa t0 U c a = 'L 0 a Z Q cc W � o cc Lu Q a 0 Z 0 Q a a A � Lu a CC U L z EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. MR I t; REVISIONS SCALE: SHOWN JOB NO. 2432 S�4[-�T Na A-1 24' 37'-0" 100'-0" F3 1 L—L J 1 4' SECTION OF (E) FOOTING UNDER (E) ELECT. PANEL TO REMAIN 7,6„ vr — - 7'.-1 -- — — — - — — — — — — — — — — — — — — — — — 7,1, J 44 #4 DOWEL 6" INTO (E) & 6" I { INTO (N) CONCRETE. 'I INSTALL @ 6" BELOW TOP F3 ABOVE I ONE BOTTOM@ � FFOOTING - -- -- - 4� - - - - - -- - 13 L r r – -I r I� r, TYP. r--1 r--1 17,to i' L L L ! L L—IJ_...___ L_—J L L�J L—J L—J L—J L—J I I L—J L—J L—J L L i 1 - T_ 4x8 TYP. I TYP. - - FOUNDATION VENTING: I S-2 I 3 354 / 150 = 22.36 MIN. jII I 'T 1 VENTS = 7.50 (3) 36"x24'VENTS 18.00 I 4x8 TYP. ; I{ r-� r--1 r--1 l' r--1 -,-, r--� r r I I E;-!— - -!-� 4' -"� _ - - �$1 - - �--� '! - - �-� 'f - - +$ - - .�� .! - �-� J - - .✓-� J - - �$ J - +-� J - __ "�$_ J L J L J L J it L J 4 J L _JI j L__J L J L J cr7 L J L J L J I � 1 --- --- - ---- ---- _ - _ ;J- 3'-0" 3 -0 3--10", 5'-0" 5'-0" 5'-0" 1'! 5'4)" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 41 9 �„ RFPI 40 JOISTS Ali, z @16" O.C. TYP.F1 �I r—� r—� r—� r—� r—� r—� r TYP. r— _ � L L L J L J L L LL—J L—� L L Li—J 1-1—J �77 I : 4x8 TYP. I ; 5-2 'I -- --- - _ = -- -- --- - - - -- - - i -- --- I r — — — , 9 i ' LI / 1 I z __.__..___. � —----------_-- ------ --------------------------------------------------I----------------------------------- -------I----------- AA A A 10' 9,8., 3 NO HOLDOWN 2 NO HOLDOWN NO HOLDOWN o S 2 4" CONCRETE SLAB W/ #3 @ 18" O.C. EA. WAY OVER 4" MIN. PEA GRAVEL OR d' GRAVEL BASE S 2 ROCK. F3 F3 F3 F3 F3 13'-10 112" 13'-10 1/2" ABU66 TYP. 13'-10 112" 13'-10112" 12'-4" 12'-2" in N fa ku I FOOTING SCHEDULE MINIMUM MINIMUM STEEL REQUIRE[ MARK WIDTH LENGTH THICKNESS #4 REBAR EVENLY SPACE[ & DEPTH El 18" 18" 18" 3- EA. WAY 3" CLR F2 20" 20" 18" 3- EA. WAY 3" CLR F3 24" 24" 18" 3- EA_ WAY 3" CLR F4 28" 28" 18" 4- EA. WAY 3" CLR F5 32" 32" 18" 4- EA. WAY 3" CLR F6 36" 36" 18" 4- EA, WAY 3" CLR El 40" 40" 18" 5- EA. WAY 3" CLR FS] 44" 44" 18" 5- EA. WAY 3" CLR F 448" 48" 18" 8- EA. WAY 3" CLR za'-a" F00 52" 52" 18" 9- EA. WAY 3" CLR F 11 56" 56" 18" 10- EA. WAY 3" CLR F12 60" 60" 18" 10- EA. WAY 3" CLR NOTES: 1. REINFORCED TO BE 3" CLEAR FROM BOTTOM 2. 12" MINIMUM INTO UNDISTURBED SOIL OR ENGINEERED FILL FOUNDATION NOTES 1, THE GEOTECHNICAL REPORT IS AN INTEGRAL PART OF THIS PLAN SET AND SHALL BE ON THE JOB SITE AT ALL TIMES DURING FOUNDATION PREPARATION AND CONSTRUCTION. THE CONTRACTOR SHALL REVIEW THE REPORT PRIOR TO COMMENCING CONSTRUCTION AND ANY DISCREPANCIES BETWEEN THE PLANS AND THE REPORT SHALL BE BROUGHT TO THE ATTENTION OF STREAMLINE ENGINEERING IMMEDIATELY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL THE CONSTRUCTION IS IN COMPLIANCE WITH THE REPORT. 2. PLATE WASHERS SHALL BE AS NOTED ON SHEARWALL SCHEDULE ABOVE. 3, THE GROUNDING ELECTRODE SYSTEM SHALL BE ACCORDANCE w/ N,E,C, MINIMUM 20'-0" OF #4 COPPER LOCATED NEAR BUT NOT ON THE BOTTOM OF THE FOOTING. GROUNDING ELECTRODE CONDUCTOR SHALL BE CONTINUOUS TO PANEL BOARD. (NO SPLICES) 4. EXTERIOR LANDINGS SHALL SLOPE AT 2 % AWAY FROM BUILDING 5. ALL 6x6 POSTS SHALL HAVE A SIMPSON CBSQ66 COLUMN BASE U.O.N. ALL 4x4 POSTS SHALL HAVE A SIMPSON CBS044 COLUMN BASE U.O.N. 6. SEE SHEET NOTES. 4'/4'X18" W/4-#4 SHEAR WALL SCHEDULE. T&B 4" CONCRETE SLAB W/ #35 12" 0 A. B. SPACING 38" o,c. 24" o,c, 10" o,c, 18" a.c. 16" o.c. 15" o.c, 11"o.c, @ 18" O.C. EA. WAY OVER 4" MIN. PEA NOTES: GRAVEL OR 4"GRAVEL 1. OVER D. FIR STUDS @ 16" O.C. BASE ROCK. 2. ALL PANEL EDGES BACKED WITH 24NCH NOMINAL OR WIDER FRAMING U.O.N. 3. IF MACHINE NAILS ARE USED, NAILS WITH A PARTIAL HEAD ARE NOT ALLOWED. 4. SIMPSON MFG. CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. 5. ANCHOR BOLTS SHALL HAVE A MINIMUM 3"0"x.229" THICK PLATE WASHER. SIMPSON BPS IS ACCEPTABLE. 6, 8ds SHALL BE COMMON OR BOX (2 2'" LONG, 0 = .113" MIN.) LU o gJ 4'X 4'X 1 W/4-#4 T & B s-2 I I I I I I L--1 —J 'ERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED r'()+( com tA1!)1_If\mE -_ DATE q-2 _2 7 - -- - -- --- --- �� _ FOUNDATION/ SHEARWALL PLAN I 114"1'-0" ANCHOR BOLT/HOLDOWN SHEAR WALL TYPE Zq n O Q (MONO POUR) (TWO POUR) I- -I SEISMIC SHEAR (PLF) 260 350 490 640 730 760 980 STUD OR I WIND SHEAR (PLF) 335 485 600 820 924 975 1250 3/8" PLYWOOD 1,2 OR EXT. RATED OSB CDX CDX CDX CDX STRUC. 1 CDX CDX SCALE: SHOWN I I I I 1 SIDE 1 SIDE 1 SIDE 1 SIDE 1 SIDE 2 SIDES 2 SIDES — 1 - ------ -- I 8d EDGE NAILING3 6" 4" 3" 2" — 2" 4" 3" S 2 I- — — — — -I 8d FIELD NAILING3 12" 12" 12" 12" 12" 12" 1 12" STUD SIZE AT VERT. PLYWOOD JOINT 2x 2-2x STUDS NAILED TOGETHER WITH 2 ROWS 16d SINKERS AT 12" O.C. FOR FULL HEIGHT OF STUDS. (4x POST MAY REPLACE 2-2x STUDS) FOUNDATION SILL PLATE THICKNESS 1 1/2" 1 12" 1 1/2" 3" 3" 3" 3" SIMPSON CLIP, BLOCK 4 LS70 LS70 LS70 LS70 LS70 LS70 LS70 TO PLATE @ 24" @ 20" @ 16" @ 12" @ 10" @10' @8' 5 5/8" 0 A B SPACING 52" ox. 36" o.c, 14" o.c. 26" o.c. 24" o.c. 23" o.c. 18" o.c, 4" CONCRETE SLAB W/ #35 12" 0 A. B. SPACING 38" o,c. 24" o,c, 10" o,c, 18" a.c. 16" o.c. 15" o.c, 11"o.c, @ 18" O.C. EA. WAY OVER 4" MIN. PEA NOTES: GRAVEL OR 4"GRAVEL 1. OVER D. FIR STUDS @ 16" O.C. BASE ROCK. 2. ALL PANEL EDGES BACKED WITH 24NCH NOMINAL OR WIDER FRAMING U.O.N. 3. IF MACHINE NAILS ARE USED, NAILS WITH A PARTIAL HEAD ARE NOT ALLOWED. 4. SIMPSON MFG. CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. 5. ANCHOR BOLTS SHALL HAVE A MINIMUM 3"0"x.229" THICK PLATE WASHER. SIMPSON BPS IS ACCEPTABLE. 6, 8ds SHALL BE COMMON OR BOX (2 2'" LONG, 0 = .113" MIN.) LU o gJ 4'X 4'X 1 W/4-#4 T & B s-2 I I I I I I L--1 —J 'ERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED r'()+( com tA1!)1_If\mE -_ DATE q-2 _2 7 - -- - -- --- --- �� _ FOUNDATION/ SHEARWALL PLAN I 114"1'-0" ANCHOR BOLT/HOLDOWN SCHEDULE 5 WOOD SCREWS. as v a (MONO POUR) (TWO POUR) Dc MIN. MIN. ATTACH TO MARK HD MIN. STEM POST STUD OR ANCHOR Le I ANCHOR Le �017:9V BOLT MIN. BOLT MIN. �y cew WALL REQ'D POST WITH � 1 HDU2 SSTS16 12" SSTB20 16" 5" 6" 2-2x 6 -SDS SCREWS 2 1 HDU4 SSTB20 16" SSTB24 20" 5" 6" 2-2x 10- SDS SCREWS 1 5 HDU5 SSTS24 24" SSTB24 28" 5" 6" 4x 14- SDS SCREWS l R ) HDU8 SSTB28 24" 1 SSTB34 28" 5" 8" 4x6 20- SDS SCREWSI 11 IHDU111 SSTB34 124" I SSTB34 128" I 24 I 8" 16x6 130- SDS SCREWS QRpFESS/pN w w C� 5' C 30 17 `r CIVIC OFC A��F p� www SUBMITTAL SET W i+! � n EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. 1. ALL WOOD SCREWS SHALL BE 4'x 3" SIMPSON STRONG DRIVE 5 WOOD SCREWS. as v a + " W Za0 INSPECTION IS REQUIRED. SEE "REQUIREMENTS FOR SPECIAL Q W N O aW� O J j -1 a_a d PLATES WITH THICKNESS GREATER THAN A 2x MEMBER. W7a N ZF�O Lu Wp �017:9V Z 0 OM �y cew = IL to 0:� 1&1 4 to 0 SCALE: SHOWN JOB NO. 2432 O Q rc W cc LL oc q W O q � V 4 � W U c L NOTES: EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. 1. ALL WOOD SCREWS SHALL BE 4'x 3" SIMPSON STRONG DRIVE THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. WOOD SCREWS. 2. SIMPSON RFB#5 x 16 W/ SET -22 EPDXY MAY BE SUBSTITUTED + " FOR SSTBxx FOR MARK 2, 4 AND MARK 5 HOLDOWNS. SPECIAL INSPECTION IS REQUIRED. SEE "REQUIREMENTS FOR SPECIAL REVISIONS INSPECTION" ON S-1 FOR ADDITIONAL INFO. 3 CNW COUPLER AND ALL -THREAD ARE REQUIRED FOR SILL PLATES WITH THICKNESS GREATER THAN A 2x MEMBER. LEGEND is _,.,i,.mill, m.o-. . DESIGN: JP 0 TYPICAL "SHEAR WALL" SEE SCHEDULE FOR BOLT SPACING CHECKED: JMR El SEE FOOTING SCHEDULE DATE: 12/20/16 AB SEE "SHEAR WALL SCHEDULE" SCALE: SHOWN JOB NO. 2432 �# SEE " ANCHOR BOLT / HOLDOWN SCHEDULE" y , SI.11=FT Na 36" x 24" SCREENED CRAWL HOLE SEE DETAIL #6 ON SHEETS -2 A-2 ® TYP. FOUNDATION VENTS KEYNOTES 101. HARDIE LAP SIDING (APPROVED BY OWNER) FIRE RESISTIVE. 102. HARDIE TRIM (APPROVED BY OWNER) FIRE RESISTIVE 103. COMPOSITION SHINGLES CLASS A (APPROVED BY OWNER) OVER 151b FELT. 104. GUTTERS AND DOWN SPOUTS WITH MEANS TO PREVENT LEAVES IN GUTTER. 105. GABLE VENT WITH "' MESH AND LOUVERED. (APPROVED BY OWNER). 106. BARGE BOARD TYPICAL. 107. POST PER PLAN. 108. STEEL COLUMN. QRpFESS/meq 4j_� w w 590 �" m 0- C �7 * 6/30/17 Cl \A\- OF ISOF p A��F�� �l►1 11 Tdl W 11 J n V Q W Za0 W 0 W Q QQQ d T. :EW W Q N UZ; W G 0 Zo rt 2 f1 M rte=OG U0:U)W19 !p V JOB NO. 2432 —5� PLATE HEIGHT S!-aEC-T Na 101 KEYNOTE NUMBER A-3 FRONT ELEVATION 1/411= 11-0" ''777 QRpFESS/Q,yq `/14j- � w 9 �� J/30117 s�gTF OF 2� 11 SUBMITTAL S: ET] 1's J r. 0_ N O V Q W • uZ W N O OWE O � J J J Q a4sd WF4 ,' UZO Z WNV Wm ZM FE ow Z V �_ X55 O S 4� OOWCNWa tp V r © 3: LL 0 Q it �A rc W cc U. rc Lu Q � 4 Q � U � Z Lu U CC v L Z EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. REVISIONS DESIGN: JP CHECKED: JMR DATE: 12/20/16 SCALE: SHOWN JOB NO. 2432 SPT? --9T Na A=4 QRpFESS/QN )�y M Ri ti S, N w 135 c m W � J � N ch v Q W Zaoz: 4 WNC J w % Ulily !4 a h a W Zo iGvt9t�? MEa O O ZZ 0.�. m V o = L. a Q oc c Q cc W Cco cc1 U.Lu 0 Q � � o 0 Q � � Lu c� oc v EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. REVISIONS DESIGN: JP CHECKED: JMR DATE: 12/20/16 SCALE: SHOWN JOB N0, 2432 GP- _=gT Na A=5 2 F � DESIGN: w w C 19 �` c� m * 6 0 17 J'�qT Ch V a CM\- o��P F OF CA SUBMITTAL SET W 17 DESIGN: J � CHECKED: JMR V C> in 12/20/16 SCALE: Ch V a W LLI W N 0 G a OW! 11ZO WHQ N d o L 0 W p W W 19 Z 0 CM �VI�WQ O = d U)w 4 tO 11 EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. '•TH!S SHEET SHALL NOT EE REPRODUCED WITHOUT WRITTEN PERMISSION. REVISIONS DESIGN: JF' CHECKED: JMR DATE: 12/20/16 SCALE: SHOWN GENERAL CONDITIONS: 1-1 All work shall be in conformance with the 2013 CBC and applicable Municipal, State, Federal, and OSHA Safety regulations. 1-2 The drawings represent the finished structure. The Builder is responsible for the methods of construction including forming, shoring, bracing, etc. The Builder shall provide all measures necessary to protect people and property during construction. 1-3 The Builder is responsible for obtaining all necessary approvals and permits from all governing agencies. All work is subject to Building Department field inspector's approval. If a certificate of occupancy is not obtained by the owner for this project, then the engineer assumes no liability for this structure, 1-4 The Builder shall verify all dimensions, details and job site conditions prior to commencing work and notify the Engineer in writing of any discrepancies before purchasing materials or scheduling labor. 1-5 Should any changes be made from the design as specified in these drawings without written approval from the Engineer, then the Engineer will assume no responsibility for any element of the structure. 1-6 Additional plans that may be included with this plan set (site plan, electrical, plumbing, HVAC) ore by others. The builder is responsible for coordinating and ensuring accuracy of plans by others. 1-7 The Builder is responsible for preventing water infiltration into the building through the roof, walls, or floor, The owner is responsible for maintaining all systems designed to prevent moisture from entering the building. The Builder is also responsible for preventing water condensation inside the building cavities including but not limited to the roof, walls, and floors. 1-8 The builder or owner shall determine if the structure is in a flood plain & notify the engineer in writing if it is. The structure is not designed to resist the effects of flooding. 1-9 If certain features of the structure are not fully shown or detailed on the plans, their construction shall be of similar character to conditions shown on the plans 1-10 All sheets that contain engineering requirements included in this plan set must be wet signed and stamped by the engineer to be valid. 1-11 Any conditions noted as existing must be field verified by the contractor and any discrepancies must be brought to the attention of the engineer prior to continuing with construction. FOUNDATION / SITE WORK; 2-1 The Builder is responsible for locating all buried objects that may be encountered but that ore not shown on these plans. The foundation is designed to be placed on o level pod on undisturbed and non -expansive soil. The Builder sholl notify the Engineer in writing if any unusual soil conditions such as organic soils, clay, or uncertified fills ore found at the site. The engineer has not made a geotechnical review of the site u.o.n.. 2-2 All excavations shall be inspected and approved by the Building Official before concrete is poured. Engineered fill may be used as existing grade provided compaction tests are presented to the Engineer indicating a minimum compaction of 90% relative compaction per ASTM D 1557. Fill material shall be free from debris, vegetation, and other foreign substances. All excavations, grading and fills shall conform with 2013 CBC 1804. Footings shall extend into firm native soil with a footing depth below frostline 12" min. U.O.N. 2-3 The owner is responsible for providing geo-technical report to builder and engineer if one exists. 2-4 The bottom of all footings shall be clean and level. 2-5 Builder is responsible for providing drainage behind all retaining walls such that water can not accumulate behind walls. A minimum of 4" diameter perforated pipe sloped to daylight shall be used U.O.N. on plans. The builder is responsible for providing waterproofing and damp proofing for all walls per 2013 CBC 1805. 2-6 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet. 2-7 The builder shall be responsible for locating and securing in place all anchor bolts, holdown anchors, post bases, plumbing and other embedded objects prior to placement of concrete. 2-8 Anchor bolts shall be F1554 Grade 36 U.O.N. Bolts are to be a minimum of 1/2" 0 with 7" minimum embedment into concrete and spaced at 6' o.c. maximum U.O.N. Anchor bolts shall be placed 7 -bolt diameters min./12" max, from each end of sill plate with a minimum of two anchor bolts per sill plate. All anchor bolts shall have 3"x 3"x .229" thick washers refer to "Shear Wall" schedule for additional anchor bolt requirements. 2-9 For retrofit anchor bolts install TITEN HD (by Simpson) 1/2" 0 w/ 3-1/4" min, embedment or 5/8" 0 W/ 3-3/4" embedment. Install per manufacturer's recommendations. Direct 1:1 replacement with washer per typical anchor bolt. 2-10 Foundations supporting wood shall extend at least 8 inches above the adjacent finished grade. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts that they support are of approved wood of natural resistance to decay or treated wood is used. 2-11 Footings placed on or adjacent to slopes must comply with figure 1808.7.1 of the 2013 CBC. A geotechnical engineer must approve footing placements in violation of this figure, This engineer shall not be liable for any foundation placed in violation of this section. CONCRETE: 3-1 All concrete shall have a minimum f'c = 3,000 psi after 28 days curing unless otherwise noted. 2,500 psi used for design, so no special inspection is required. 3-2 Materials used to produce concrete, concrete itself and testing shall comply with applicable standards listed in ACI 318. Aggregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other locations. 3-3 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. 3-4 All cement used shall conform to ASTM C-150-04 and shall be Type II or Type III low alkali. 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and CBC Section 1904. 3-6 Vibrate concrete around oil bolts, rebar and surfaces. Construction joints shall be clean and wet prior to pouring concrete. 3-7 All projecting corners of slabs, beams, columns, etc. shall be formed with a 3/4" chamfer, unless specifically noted otherwise. 3-8 Calcium chloride admixtures or chloride -based admixtures shall not be used. REINFORCING STEEL IN CONCRETE: 4-1 Reinforcing steel shall conform to the provisions of ASTM A -615/A 615M -04a, Grade 40 for #4 bars and smaller and Grade 60 for #5 bars and larger. All rebor is to be deformed. #5 and larger rebar shall not be re-bent. Welded wire fabric shall conform to the provisions of ASTM A 185-02. 4-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be staggered 5' - 0" minimum. 4-3 Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil: 3" clear Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" clear #6 bars and larger: 2" clear Concrete without soil or weather exposure: 1" clear 4-4 All reinforcing steel shall be accurately secured in position before and during concrete placement. 4-5 All reinforcing steel shall be clean at the time of concrete placement. CONCRETE SLAB CONSTRUCTION: 5-1 All slobs on grade shall be per the contractor. As such it is the contractor's sole responsibility to take steps to control cracking at ROOF SHEATHING PER PLAN all slobs to the satisfaction of the owner. i � • BUILDING CODE: 2013 CALIFORNIA BUILDING CODE 6-2 5-2 Grovel or sand base shown is to provide structural base for slab only. No provisions for preventing groundwater infiltration on of the slob 6-4 are included. If slob must be maintained in a dry condition then damp -proofing with 2" sand over 10 mil visqueen over 4" pea gravel 8d @ 4" O.C. INTO BOTH 2X base is recommended. per the 2013 CBC 2308.9.8. RISK CATEGORY: II (PER ASCE 7-10 TABLE 1.5-1) 6-5 5-3 Slabs on grade shall be 4" thick and placed over 4" minimum of free draining aggregate base compacted to a minimum of 95% 6-6 relative compaction, unless noted otherwise. 5. 2 X 6 OUTLOOKER @ 4' O.C. 5-4 Crack control jointing is designed by the builder, unless shown on foundation plan. The maximum spacing of joints shall not exceed _ 10' in any direction. MAXIMUM 6-9 2x solid blocking shall be provided over all bearing walls, shear walls, or other supports. Where manufactured "I" joists are specified, 1. 8d @ 6" o.c. K D D e 1. STRUCTURAL DESIGN FRAMING/LUMBER: 2. ROOF SHEATHING PER PLAN 6-1 All wood in contact with concrete shall be pressure treated Hem Fir or Douglas Fir at the builders option U.O.N. i � • BUILDING CODE: 2013 CALIFORNIA BUILDING CODE 6-2 1 3. 4-16d BRACE TO BLOCK Holes for bolts shall be bored with a blit 1/32" to 1/16" larger than the nominal bolt diameter. FRAMING w/ 2-16d 6-4 Structural members shall not be cut fair pipes, etc. unless specifically noted or detailed. Where top or sole plates are cut for pipes, a BUILDING USE: SEE COVER SHEET w/ 2x4 BLOCK FOR TOP 4. 8d @ 4" O.C. INTO BOTH 2X d �Z5 per the 2013 CBC 2308.9.8. RISK CATEGORY: II (PER ASCE 7-10 TABLE 1.5-1) 6-5 2 3 4 SHEAR WALL BELOW BLOCKS per manufacturer's recommendations. FLOOR LIVE LOAD: UNIFORM: 40 PSF 6-6 U.O.N. framing shall be connected per nailing schedule per Table 2304.9.1 of the 2013 CBC, PLYWOOD JOINT 5. 2 X 6 OUTLOOKER @ 4' O.C. CONCENTRATED: N/A 6-8 Where in contact with pressure treated wood, all metal connectors shall be type 304 stainless steel or hot -dip galvanized steel meeting PER "SHEARWALL _ MAXIMUM 6-9 2x solid blocking shall be provided over all bearing walls, shear walls, or other supports. Where manufactured "I" joists are specified, ROOF LIVE LOAD: 18 PSF ... blocking requirements listed herein ore Ito be considered minimums and shall be increased as per manufacturer's recommendations. ------- o o 6. TRUSS PER PLAN REVISIONS 6-11 All studs to have double top plates of the some dimension as the studs. Top plate splices of stud walls shall use 8-16d sinkers at all FINISH PER PLAN 7. 2x4 BLOCK @ EACH BRACE (2 �, . • 5 6-13 6 7 VENT PER CODE TOTAL) Where (2) or more trimmers occur, use solid blocking at the floor level continuous to the foundation. 6-15 All structural lumber shall be Douglas Fir Larch as graded by the W.W.P.A. or W.C.L,I.B. and shall have a moisture content less than 8. 2x4 @ 6' O.C. @ 45° ANGLE TO WIND DESIGN DATA: EXTERIOR FINISH PER PLAN 2 x 4 studs . . . . . . . 8 2x & 4x Structural Light Framing . . . . . . . . . . . #2 Grade THE HORIZON WITH 3-8dS 2x & 4x Joists and Rafters . . . . . . . . . . . . . . #2 Grade 9 4x & 6x Beams and Posts . . . . . . . . . . #1 Grade TOENAILED TO TOP PLATE Roof Sheathing (over supports spaced at 24" o.c. maximum): WIND EXPOSURE: B *Supporting composition or metal roofing: Use 1/2" APA rated exterior 32/16 6 9. EDGE NAIL PER "SHEAR WALL ENCLOSURE CLASSIFICATION: ENCLOSED BUILDING E (ASCE 7-10 SEC. 26.2) 6-16 Roof rafters shall be sized per 2013 CBC Tables U.O.N. SCHEDULE" 6-17 The builder shall take all measures necessary to protect framing from the effects of shrinkage. The Engineer shall not be responsible DATE: 12/20/16 for damage to framing members or finishes due to the effects of shrinkage. All new framing lumber shall have 19% maximum 10. WALL PER PLAN moisture content at time of installation. SEISMIC DESIGN DATA: 6-19 Plywood sheathing shall conform to PS 1-95. U.O.N, roof sheathing shall be COX APA rated or OSB equivalent. Apply face grain 11. ANGLE CLIP PER "SHEARWALL edges. SEISMIC IMPORTANCE FACTOR: 1.00 (TABLE 1.5-2 ASCE 7-10) 6-20 Where a wall is labeled as o shear wall, such wall shall be continuously shear paneled and nailed as required per schedule from the SCHEDULE" TRUSS TO TOP Where special detailing is not provided, connections shall be requested by builder. SITE CLASS: D 6-21 All headers to be as follows for openings not to exceed 8' in bearing walls, U.O.N, on plans: PLATE (2' O.C. MAX. SPACING 20 stud wall 2x6 stud wall • • g 6-22 All headers to be as follows for openings not to exceed 4' in non bearing walls, U.O.N. on plans. For openings greater than 4' use WHEN NOT LOCATED OVER header specified for bearing wall U,O.N, on plans: 2x4 stud wall 2x6 stud wall SHEARWALL) SEISMIC- FORCE- RESISTING SYSTEM: SEE STRUCTURAL CALCULATIONS 6-23 Provide 1-3/4" minimum bearing at end supports and 3-1/2" minimum bearing at intermediate supports for ceiling joists and rafters, unless otherwise noted on plans. 13 12. EXTERIOR FINISH PER PLAN SEISMIC RESPONSE COEFFICIENT; SEE STRUCTURAL CALCULATIONS 10 RESPONSE MODIFICATION FACTOR: SEE STRUCTURAL CALCULATIONS 7-1 13. INTERIOR FINISH PER PLAN shall be fastened to each side of the top plates. SOIL DATA: 7-2 Use two trimmers at each end of each beam and header over 6'-0" long, and one trimmer at each end less than or equal to 6'-0" 7-3 WHERE OCCURS SOIL BEARING: 1,500 PSF PER CBC TABLE 1806.2 GLUED -LAMINATED / MANUFACTURED LUMBER: PC' _Z�%'z�� PERMIT#_ 14. SHEAR PLYWOOD PER 8-1 All glue -lams shall be of the following grades with a camber of R = 1600' unless noted otherwise: 12 Glu -Lam Timber: ANSI/AITC A190.1-1983 CODE COMPLIANCE "SHEARWALL SCHEDULE" Simple Spans . . . . . . , . 24F -V4 DF DF Combination �,•YF S -Z. -'l- � 14 Cantilevers . . . . . . . . . . 24F -V8 DF/DF Combination 8-2 Glue -lams shall be specified on plans. Glue -lams exposed to weather must be rated for exterior use by the manufacturer per CBC 9 SHEAR TRANSFER AT GABLE required in AITC A190.1 and ASTM D3737. N.T.S. 4 SHEAR TRANSFER All manufactured wood products shall be installed per manufacturers recommendations. K D D e 1. STRUCTURAL DESIGN FRAMING/LUMBER: 8d @ 4" O.C. STAGGERED 3. 6-1 All wood in contact with concrete shall be pressure treated Hem Fir or Douglas Fir at the builders option U.O.N. i � • BUILDING CODE: 2013 CALIFORNIA BUILDING CODE 6-2 Lag screws shall be screwed, not driveni, into pre -drilled holes of 2/3 the shank diameter. 5 5 6-3 Holes for bolts shall be bored with a blit 1/32" to 1/16" larger than the nominal bolt diameter. FRAMING w/ 2-16d 6-4 Structural members shall not be cut fair pipes, etc. unless specifically noted or detailed. Where top or sole plates are cut for pipes, a BUILDING USE: SEE COVER SHEET w/ 2x4 BLOCK FOR TOP metal tie 0.058" min. thick and 1 1/2" wide shall be fastened across and to each side of the opening with not less than 6-16d nails PLATE & FOR BOTTOM d �Z5 per the 2013 CBC 2308.9.8. RISK CATEGORY: II (PER ASCE 7-10 TABLE 1.5-1) 6-5 All framing anchors, clips, straps, hangers, holdowns, etc., shall be manufactured by Simpson Strong -Tie Company U.O.N. and installed SHEAR WALL BELOW 5. per manufacturer's recommendations. FLOOR LIVE LOAD: UNIFORM: 40 PSF 6-6 U.O.N. framing shall be connected per nailing schedule per Table 2304.9.1 of the 2013 CBC, PLYWOOD JOINT 6-7 Where exposed to weather, nails shall be galvanized. CONCENTRATED: N/A 6-8 Where in contact with pressure treated wood, all metal connectors shall be type 304 stainless steel or hot -dip galvanized steel meeting PER "SHEARWALL ROOF SHEATHING PER PLAN ASTM A153-03. 9. 6-9 2x solid blocking shall be provided over all bearing walls, shear walls, or other supports. Where manufactured "I" joists are specified, ROOF LIVE LOAD: 18 PSF ... blocking requirements listed herein ore Ito be considered minimums and shall be increased as per manufacturer's recommendations. (FOR 6:12 PITCH) 6-10 Splices and joints in double top plate of stud bearing wall shall occur at the center line of supporting stud. REVISIONS 6-11 All studs to have double top plates of the some dimension as the studs. Top plate splices of stud walls shall use 8-16d sinkers at all FINISH PER PLAN top plate splices u.n,o. SNOW LOAD: 0 PSF 6-12 Fire block wood studs at mid -height where stud length is over 10' -0", (PER BLDG. DEPT.) 6-13 Carry all upper level posts into lower levels and provide solid blocking under all posts in floors or continue post. VENT PER CODE 6-14 Where (2) or more trimmers occur, use solid blocking at the floor level continuous to the foundation. 6-15 All structural lumber shall be Douglas Fir Larch as graded by the W.W.P.A. or W.C.L,I.B. and shall have a moisture content less than 8 19% and be of the following grades unless otherwise noted: WIND DESIGN DATA: EXTERIOR FINISH PER PLAN 2 x 4 studs . . . . . . . 2x & 4x Structural Light Framing . . . . . . . . . . . #2 Grade BASIC WIND SPEED: 110 MPH 3 SECOND GUST 2x & 4x Joists and Rafters . . . . . . . . . . . . . . #2 Grade 4x & 6x Beams and Posts . . . . . . . . . . #1 Grade Roof Sheathing (over supports spaced at 24" o.c. maximum): WIND EXPOSURE: B *Supporting composition or metal roofing: Use 1/2" APA rated exterior 32/16 .AII sheathing with face grain perpendicular to framing, stagger panels and nail with 8d at 6"/12" o.c. U.C.N. ENCLOSURE CLASSIFICATION: ENCLOSED BUILDING •Wall Sheathing: See plans where occurs (ASCE 7-10 SEC. 26.2) 6-16 Roof rafters shall be sized per 2013 CBC Tables U.O.N. 6-17 The builder shall take all measures necessary to protect framing from the effects of shrinkage. The Engineer shall not be responsible DATE: 12/20/16 for damage to framing members or finishes due to the effects of shrinkage. All new framing lumber shall have 19% maximum moisture content at time of installation. SEISMIC DESIGN DATA: 6-19 Plywood sheathing shall conform to PS 1-95. U.O.N, roof sheathing shall be COX APA rated or OSB equivalent. Apply face grain perpendicular to framing and stagger panels u.o.n. Edge nail at gable end trusses, drag trusses, freize blocking, and all supported edges. SEISMIC IMPORTANCE FACTOR: 1.00 (TABLE 1.5-2 ASCE 7-10) 6-20 Where a wall is labeled as o shear wall, such wall shall be continuously shear paneled and nailed as required per schedule from the roof plywood to foundation sill plate. Where a floor or other element disrupts the continuous paneling, special detailing is required. Where special detailing is not provided, connections shall be requested by builder. SITE CLASS: D 6-21 All headers to be as follows for openings not to exceed 8' in bearing walls, U.O.N, on plans: 20 stud wall 2x6 stud wall SPECTRAL RESPONSE COEFFICIENTS: SEE STRUCTURAL CALCULATIONS 4 x 12 6 x 12 6-22 All headers to be as follows for openings not to exceed 4' in non bearing walls, U.O.N. on plans. For openings greater than 4' use SEISMIC DESIGN CATEGORY; D header specified for bearing wall U,O.N, on plans: 2x4 stud wall 2x6 stud wall 4 x 6 6 x 6 SEISMIC- FORCE- RESISTING SYSTEM: SEE STRUCTURAL CALCULATIONS 6-23 Provide 1-3/4" minimum bearing at end supports and 3-1/2" minimum bearing at intermediate supports for ceiling joists and rafters, unless otherwise noted on plans. DESIGN BASE SHEAR: SEE STRUCTURAL CALCULATIONS 6-24 Misplaced anchor bolts at sill plate to foundation: See notes in "Foundation / Site Work" section on this sheet. SEISMIC RESPONSE COEFFICIENT; SEE STRUCTURAL CALCULATIONS ROUGH CARPENTRY: RESPONSE MODIFICATION FACTOR: SEE STRUCTURAL CALCULATIONS 7-1 Where plumbing, heating, or other ducts are placed on a partition requiring the cutting of the double plates, a Simpson LSTA24 strap shall be fastened to each side of the top plates. SOIL DATA: 7-2 Use two trimmers at each end of each beam and header over 6'-0" long, and one trimmer at each end less than or equal to 6'-0" 7-3 long unless otherwise noted on plans. Balloon frame studs to truss bottom chord or full height at exterior walls where sloping ceilings occur, U.N.O. SOIL BEARING: 1,500 PSF PER CBC TABLE 1806.2 GLUED -LAMINATED / MANUFACTURED LUMBER: PC' _Z�%'z�� PERMIT#_ BUTTE COUNTY DEVELOPMENT SERVICES 8-1 All glue -lams shall be of the following grades with a camber of R = 1600' unless noted otherwise: REVIEWED FOR Glu -Lam Timber: ANSI/AITC A190.1-1983 CODE COMPLIANCE Simple Spans . . . . . . , . 24F -V4 DF DF Combination �,•YF S -Z. -'l- � Cantilevers . . . . . . . . . . 24F -V8 DF/DF Combination 8-2 Glue -lams shall be specified on plans. Glue -lams exposed to weather must be rated for exterior use by the manufacturer per CBC , 2303.1.3 Waterproofing of exposed ends shall be provided by others. Glued -laminated timbers shall be manufactured and identified as required in AITC A190.1 and ASTM D3737. 8-3 All manufactured wood products shall be installed per manufacturers recommendations. 8-4 Boise Cascade, TrusJoist MacMillan or equivalent shall provide manufactured lumber. Minimum design values shall be as follows U.O.N. on plan: Specification Fb (psi) Fv (psi) Fcll (psi) E (psi) 1. 8d @ 6" o.c. Microllom LVL 2600 285 2510 1.9 E6 2. PLYWOOD PER PLAN 1 TimberStrand LSL 2250 400 1950 1.5 E6 3. DRAG TRUSS PER PLAN Parallam PSL 2900 290 2900 2.0 E6 4 2x6 LADDER FRAMED AT Versa -Lam 2800 285 3000 2.0 E6 2 16" O.C. WITH 2-16ds INTO 8-5 Manufactured "I" joists shall be installed per the manufacturer's recommendations using a deflection limit of I/480. Use a TRUSS AND 4-16ds INTO manufactured rim board with all "I" joists. Use a double rim board at all locations where ledgers are used (such as deck ledgers). T TOP PLATE 5. EDGE NAIL PER "SHEARWALL SCHEDULE" WOOD TRUSSES: 3 6. WALL PER PLAN 7. PLYWOOD & EDGE NAIL 9-1 Truss design drawings shall be provided with the shipment of trusses delivered to the job site. PER"SHEARWALL 9-2 Truss design drawings shall include, at a minimum, the information specified in CBC Section 2303.4,1.1. SCHEDULE" 9-3 The truss design drawings shall bear the name and seal of a registered design professional. 8. FINISH PER PLAN WHERE 9-4 Truss manufacturer shall submit drawings and calculations to all governing agencies for review and approval before fabrication. OCCURS 9-5 Truss calculations shall reflect FAU load where applicable. The builder and the truss mfg. are responsible for ensuring that the trusses 9. EXTERIOR FINISH PER are built to the proper dimensions. The builder is responsible for locating the FAU unit on trusses that are designed to support the PLAN load. 4 9-6 Provide no less than (2) 2x studs under all 2 ply or greater girder truss supports or as noted on plans, whichever is greater. 9-7 All truss to truss connections are designed by the truss manufacturer and shall be specified on the truss layout plan. K D D e 1. PLYWOOD PER PLAN 2. 8d @ 4" O.C. STAGGERED 3. ROOF FRAMING PER PLAN 4. SHEAR PANEL w/ 2x4 PER "SHEARWALL SCHEDULE"' STUD @ EACH END. NAIL 5 5 TO SIDE OF ROOF W U FRAMING w/ 2-16d SINKERS TOP & BOTTOM w/ 2x4 BLOCK FOR TOP OWE J PLATE & FOR BOTTOM d �Z5 SILL. FACE w/ PLYWOOD & EDGE NAIL TO MATCH yLI�Av SHEAR WALL BELOW 5. 16d SINKER @ 4" o.c. CM STAGGERED 6. PLYWOOD JOINT 7. WALL PER PLAN 8. PLYWOOD & EDGE NAIL m 0 PER "SHEARWALL ROOF SHEATHING PER PLAN SCHEDULE" 9. FINISH PER PLAN WHERE 6. OCCURS 1 2 0 0 e 7 N.T.S. 13 1 POST TO BEAM CONNECTION 1. ROOF SHEATHING PER PLAN. 2. ROOF FRAMING PER PLAN 3. SOFFIT PER PLAN 4. H1 CLIP BEAM TO EACH TRUSS OR RAFTER 5. BEAM PER PLAN 6. SIMPSON PC66 7. POST PER PLAN 8. 8d @ 6" O.C. CONTINUOUS 9. 2x BLOCK CONTINUOUS VVITH VENT PER CODE D7 8 SHEAR TRANSFER AT TRUSS N.T.S. 5 1. ROOF FRAMING PER PLAN Ri�y W C �9 r" rrn C X 30 17 `S CIVIL )FOF CA W m 2. J A os PER "SHEARWALL SCHEDULE"' a 5 5 V W U INTERIOR FINISH PER PLAN a OWE J r �° d �Z5 WH NAILING PER "SHEARWALL yLI�Av W W W vt9V In CM THIS SHEET SHALL NOT BE REPRODUCED WITHOUT Z V Me:) LU WRITTEN PERMISSION. m 0 5. ROOF SHEATHING PER PLAN O Q Q cc W Cc UL (t Q - J LU _ Q a o 0 Q LU c *111111114 N.T.S. 2 SHEAR TRANSFER AT EAVE 2. CLIP BLOCK TO TOP PLATE PER "SHEARWALL SCHEDULE"' 5 5 3. INTERIOR FINISH PER PLAN 4. WALL SHEATHING & EDGE 1 NAILING PER "SHEARWALL EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING, 6 SCHEDULE" THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. 5. ROOF SHEATHING PER PLAN 2 6. 8d @ 6" o.c. ... 7 7. EXTERIOR EAVE FRAMING & REVISIONS FINISH PER PLAN 8. 2x BLOCK CONTINUOUS WITH 3 VENT PER CODE 9. EDGE NAIL 8 10. EXTERIOR FINISH PER PLAN WHERE OCCURS DESIGN: JP 10 CHECKED' JMR DATE: 12/20/16 SCALE: SHOWN N.T.S. 2 SHEAR TRANSFER AT EAVE QRpFESS/n w c m * 30 17 CIVIL �\P OF c� L W e+► JP CHECKED: J n DATE: 12/20/16 V Oi L N SHOWN JOB NO. V W Lu 0a zoo WNQ O JJJ a G W ass^ A W FQ ��N oz r LLI WO iGbou In ZM Z V o �_70C a v,�WIn O = L� VW0.'f~gWQ t0 V 0 = L a oe PC z 41 ac W De cc a LL W V � 0 0 a � � o z uj v cNoft U LIL Z EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. REVISIONS DESIGN: JP CHECKED: JMR DATE: 12/20/16 SCALE: SHOWN JOB NO. 2432 SI -IC -1-T Na S=2 / VV/IP LED / GFI / / AFI JAR I/ LED jam] �IED \ GEI LED LED I / 1 I I I 1 I r \ 1 I \ r LED O r GF I AN LE T � �!O} X/I I r I I I LED O / / / O LED AFI (kFI) AFI AFI \ /OILED LED O I \\ �� LEE)¢ 1 AFI \ 0 SD tC) I U E.F \ I LED ® co2 I \ I FI ^' I I LEDO i \ AM I / II II � sD I 1 ► o v \ I LED LED i / LED o LED \ IIAFI l 3 0 SD / AFI ELECTRICAL NOTES: 7-1 All work shall conform to 2013 California Electrical Code (C.E.C.) & all other governing codes. 7-2 Electrical drawing is diagrammatic. Final layout & installation shall be determined on site. Verify service & location requirements for all meters, panels, mechanical equipment & appliances prior to installation. 7-3 Electrical contractor shall verify all fixtures & device locations w/ owner. 7-4 Space all electrical outlets so that no space along the floor line in any wall space is more than V-0" measured horizontally, and at each wall 2'-0" or greater. 7-5 Kitchen, breakfast and dining rooms to have at least two 20 amp small appliance branch circuits. 7-6 Provide minimum one separate 20 amp circuit to each bathroom and a 15 amp G.F.I. circuit run independently for garage and exterior outlets. 7-7 Provide minimum one separate 20 amp circuit for laundry appliances. 7-8 Provide one receptacle at kitchen Island or peninsula counters. If a receptacle is located within 6-0" of a sink provide GFCI protection to these receptacles. 7-9 All 125 volt, single phase, 15 -and 20 ampere receptacles installed in bathrooms, garages, outdoors, crawl spaces, unfinished basements, kitchens, boathouses and within 6 feet of laundry, utility, and wet bar sinks Shall be GFCI protected. 7-10 Outlets at kitchen: spacing 2 feet maximum from receptacle outlet to any point measured horizontally along the wall line. 20" maximum above the countertop. 7-11 One receptacle outlet minimum required at front and rear of dwelling. GFCI protected and weather proof. 7-12 Provide at least one outlet in hallways 10 ft. long. - �4CC LED / / � LED \ LED I LED \ \ / I UP \ / I \ / I \ / I �G I — 7AFI I1AFI ?AFI £ � LED , \ O \ LED / C7 / I / 1 / I r I I LED — I AN I LED \ \ / / OSD r= O AN LED \ \ I LED / / i i i i J �� E.F / IAQ FAN C) 1LED 2 -. -- / / I LED I I 91 t T--- GF, \ \ \AFI SD \ \ O LED AM C / LEDi}Q}— — _ 3 3 / / J \ O \ LED LED LED \ 7-13 Provide Tamper -Resistant Receptacles in the dwelling. All 125 -volt, single phase, 15 & 20 -amp receptacles l e' etamper-resistantaece es ro ou sha I b listed receptacles. pal .t (throughout). t). 7-14 Fixtures, lamp holders and receptacles outlets shall be securely supported. A fixture that weighs more than 6 pounds or exceeds 15" inches in any dimension shall not be supported by the screw shell of a lamp holder. Outlet boxes shall not be used as the sole support for ceiling (paddle) fans. 7-15 Light in clothes closet: surface mounted or recessed incandescent with completely enclosed lamp and 12" or 6", respectively, minimum from shelf or surface mounted or recessed fluorescent 6" minimum from shelf. 7-16 Electrical contractor shall supply & install exterior meter service & junction boxes for cable T.V. & telephone hookups, 7-17 Electrical service panels shall not be installed in firewalls, U.O.N. 7-18 Exterior lights shall be labeled "suitable for wet locations", unless they are under a porch where they may be labeled "suitable for damp locations". 7-19 Electrical contractor shall provide 120 volt receptacle within 25 feet of mechanical equipment & an electrical disconnect adjacent to mechanical equipment per 2013 CEC. A permanent electrical outlet (controlled by a switch located at the passageway opening) shall be provided at or near attic mounted furnaces. Provide combustion air for all fuel burning appliances. 7-20 Switch control lighting or outlet in each habitable room and bathroom. 7-21 Switch control lighting at exterior doors, bathrooms, garage, hallways, stairways (at each level), attached garages, and storage areas including the attic. 7-22 Provide disconnect within sight of air conditioning. 7-23 Provide 30" wide or depth minimum of equipment x 36" deep working clearance at AC disconnect. CEC 110-26(A). 7-24 Smoke alarms shall be installed in each sleeping area, in hallways leading to bedrooms, on each floor, and at the top of stairways, and vaulted ceiling more than 24" higher than hallway. 2013 CRC. 7-25 Smoke alarms shall be interconnected, hard wired with battery backup, audible in all bedrooms, and emit signal when batteries are low. 7-26 Any spas (or hot tubs) shall be installed in accordance w/ C.E.C. Lighting fixtures, lighting outlets, & ceiling fans located over a spa (or hot tub) or within 5'-0" of the inside walls of a spa (or hot tub) shall be protected by a G.F.I circuit & shall be labeled "suitable for use in damp locations". 7-27 The grounding electrode system shall be in accordance w/ C.E.C. Contractor shall provide a minimum of 20 feet of #4 copper located near but not on the bottom of the footing. Grounding electrode conductor shall be continuous to panel board (no splices) per C.E.C. 7-28 Electrically conducive materials (i.e. metal water & gas piping & structural steel ) that are likely to become energized shall be bonded to the supply system grounded conductor. 7-29 All electrical fixtures shall conform to the requirements of the energy compliance documentation required by each building jurisdiction. 7-30 Verify appliance and mechanical equipment, electrical connection requirements and location prior to start of work. 7-31 All exterior outdoor lights shall be high efficacy luminaries. Low Efficacy (incandescent) luminaries may be installed provided they are controlled by manualLon/off switch with a photocell and motion sensor. 7-32 Provide equipment ground for range & clothes dryer (4 -wire) 2013 CEC. 7-33 Provide Carbon Monoxide Alarm(s). Locate in the hallway, in the immediate vicinity of the bedrooms. 7-34 Provide a bathroom fan complying with the requirements of 2013 CGBC Section 4.506. The bathroom exhaust fan shall be controlled with humidistat control capable of adjustment between a relative humidity range of 50% to 80%. 7-35 All receptacles in garages shall be GFCI protected. 7-36 Electrical panel & sub -panels grounding shall comply with 2013 Article 250-32. Provide separate grounding wire to each panel from main electrical service panel. 7-37 2013 CGBSC 4.106.4.1 for new constructed dwelling units, install a listed raceway to accommodate a dedicated 208 / 240 - 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 sub -panel & shall terminate into a listed cabinet, box or other enclosure in dose proximity to the proposed location of an EV charger. Raceways are required to be continuos at enclosed, inaccessible or concealed areas and spaces. The service panel and/or sub -panel shall provide capacity to install a 40 -ampere minimum protective devise. The service panel or sub -panel 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 marked as "EV CAPABLE". 1" RACEWAY EV CHARGER 220 LED / LED G I // \ AFI � \ —�7 1 I I I I I I 1 I \ I AFI \ / O ' LED LED \WIP GFI1 C. AF GFI ! GFI I FI i —I� I I U I PERMIT # /.!�l I BUTTE COUNTY DEVELQf'MENT SERVICES REVIEWED FOR / I +LED CODE COMPL'ANCE I,, ? - LED LED 13Y r4_1_"----- ---- LED DATE_..>'� 11 11 AFI I n IIAFI AFI 11 II I 1i � TT AFI llAFI T / \ WR / I GFI / I LED /LED / / LED LE 0 / / / WIP i / --_--_- _------t- --------------- _--- FI AFI / GFI H jjGFI / / / r / / / / / / / / 3 — ELECTRICAL PLAN 1/4" = 1'-0" ELECTRICAL SYMBOLS DUPLEX RECEPTACLE 1/2 HOT RECEPTACLE IIAFI ARC FAULT INTERRUPTER 0 FOURPLEX RECEPTACLE 6GFP WATERPROOF RECEPTACLE / GROUND FAULT CIRCUIT INTERRUPTER I1GFI GROUND FAULT CIRCUIT INTERRUPTER 1JCEIL ® CEILING RECEPTACLE insp. GARBAGE DISPOSAL 20V 220 V. RECEPTACLE O FLOOR RECEPTACLE VERIFY LOCATION W/OWNER SINGLE POLE SWITCH $3 3 WAY SWITCH 4 4 WAY SWITCH IJ� DIMMER SWITCH �re MANUAL -ON OCCUPANT SENSORS LED WALL MOUNT LIGHT FIXTURE CEILING MOUNT LIGHT FIXTURE LED SPOT FLOOD LIGHT '-1-' LED LED RECESSED LIGHT FIXTURE OGF RECESSED COMPACT FLUORESCENT LIGHT FIXTURE p` �'p- LED VANITY LIGHT BAR OLED FLUSH MOUNT LED LIGHTING FIXTURE LED PENDANT LIGHTING LED ROPE LIGHTING LED SCOUNCE LIGHTING FLUORESCENT STRIP LIGHT CABINET FIXTURE aE.F EXHAUST FAN 75 CFM MIN. , EXHAUST FAN/ FLUORESCENT LIGHT TELEPHONE OUTLET �TV CABLE TV 0 SD 110 V. SMOKE DET. SEE INTALLATION NOTES ON T-1 © CMA CARBON MONOXIDE ALARM - LED FIXTURE LIGHT -- s MAIN ELECTRICAL PANEL CEILING FAN WITH LIGHT UL RATED BOX CONDENSING UNIT PROVIDE DISCONNECT AT UNIT AND 30"x36" CLEAR SPACE AT DISCONNECT. WHOLE HOUSE FAN INDOOR AIR QUALITY VENTILATION 101. The bathroom exhaust fan's minimum CFM rating of 75-cfm. 102. The bathroom exhaust fan shall be rated at a maximum of 1.0 sone. 103. The control switch must be labeled as the whole -building ventilation and fan should operate whenever home is occupied. 104. The bathroom exhaust fans must be controlled by a humidistat control capable of adjustment between a relative humidity range of 50 to 80%. 2013 CGBSC. 105. Provide a local kitchen hood exhaust (100-cfm minimum with 3 -sone rating max.) ducted to the outside. ELECTRICAL NOTES 1. SEE ELECTRICAL NOTES ON SHEET T-1 2. ALL WORK SHALL CONFORM TO CURRENT EDITIONS OF BOTH C.E.C. AND C.R.C. 3. COORDINATE WITH MECHANICAL FOR WHOLE HOUSE FAN LOCATION. 4. INSTALLATION HEIGHTS GIVEN ARE TO BOTTOM OF FIXTURE OUTLET AS FOLLOWS.OWNER SHALL VERIFY HEIGHTS. A) EXTERIOR LIGHT FIXTURES TO BE +72" A.F.F., U.O.N. B) TYPICAL WALL OUTLETS TO BE +12" A.F.F. C) TYPICAL WALL SWITCHES TO BE +44" A.F.F. D) ABOVE COUNTER OUTLETS AT KITCHEN TO BE +44 A.F.F. E) ABOVE COUNTER OUTLETS AT BATHS TO BE +40 A.F.F. F) WALL OUTLETS FOR RANGE HOOD PER MANUFACTURER SPECIFICATIONS. G) DOOR CHIMES LOCATED 1ITHIN 12" OF CEILING. H) PUSH BUTTONS TO BE +44 A.F.F. K) ABOVE COUNTER OUTLETS AT LINE OR OTHER MISC. COUNTERS TO BE +44" A.F.F. J) OUTLETS AT SERVICE AREAS TO BE +48" A.F.F. K) THERMOSTATS TO BE AT +60" A.F.F. L) WALL OUT FOR MICROWAVE / RANGE HOOD PER MANUFACTURER SPECIFICATIONS. M) WHEN INDICATED ON UTILITY PLAN, LIGHT BARS IN BATHROOMS TO BE +84 A.F.F. N) WHEN INDICATED ON UTILITY PLAN, STEP LIGHTS TO BE +6" ABOVE SKIRT BOARD. O) REFER TO LANDSCAPE DRAWINGS FOR ALL COMMON AREA WALLS AND EXTERIOR LIGHTING SURROUNDING BUILDING WHEN NOT INDICATED ON UTILITY PLAN. QRpFESS/pN e w w C ren E O 17 CIVIC O�\\P '�h+*r'• OF C ALF �r SUBMITTAL SET ., /E M v41 J A JP CHECKED: � n DATE: 12/20/16 V � a SHOWN W 2432 WNO C �a.J Q OWL W~Q r a d Z O Z W o V N W " G V 05 11 Z Ct OM Wox 0aHW°a c Z as m v LLWaftrta Q W cc cc I Lt. to U Q a oL 0 1"t Q W U c %ft"L EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING THIS SHEET SHALL NOT BE RLPRODUCED WITHOUT WRITTEN PERMISSION. REVISIONS DESIGN: JP CHECKED: JMR DATE: 12/20/16 ' • SCALE: SHOWN JOB NO. 2432 SPC -P -T Na E- 1 0