Loading...
HomeMy WebLinkAboutB15-0654 028-210-021/ / EXISTING L FFI n EXISTING 10C SEPIC TANK o, . _. y N ILy M E Li 1, 91 1& 466 DARBY RD., BANGOR, CA r A■ ■ ■ , SCOPE OF WORK NEW RESIDENCE, COVER DECK AND DETACHED 2 CAR GARAGE. DESIGN CRITERIA CODES 2013 CALIFORNIA RESIDENTIAL CODE 2013 CALIFORNIA GREEN CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIF ENERGY CODE OCCUPANCY R -3/U SEISMIC ZONE DO WIND: 85mph, 3 SECOND GUST, EXPOSURE B CONSTRUCTION TYPE V -B FIRST FLOOR = 2000 SQ. FT. UNFINISHED BASEMENT = 1434 SQ. FT. COVER DECK = 1186 SQ. FT. DETACHED GARAGE = 726 SQ. FT. SHEETINDEX A-1 SITE PLAN A-2 GENERAL NOTES A-3 ARCHITECTURAL FLOOR PLAN A-4 ARCHITECTURL BASEMENT PLAN A-5 ELEVATIONS A-6 ELEVATIONS S-1 STRUCTURAL FLOOR PLAN S-2 BASEMENT AND FOUNDATION PLAN S-3 FLOOR FRAMING PLAN S-4 ROOF PLAN AND ROOF FRAMING PLAN BUTTE S-5 SECTION AND DETAILS COUNTY S-6 FOUNDATION DETAILS APR 2 3 2015 S-7 FRAMING DETAILS DEVELOPMENT S-8 FRAMING DETAILS.. SERVICES I rc- ENGINEERING BY: RANCHO ENGINEERING PERMIT ,C� S` �& St/ - 5550 SKYWAY STE. C BUTTE COUNTY DEVELOPMENT SERVICES PARADISE, CA. 95969 REVIEWED FOR CODE COMPLIANCE / CONTRACT: JARROD HOLLIDAY DATE G� 3 530-877-3700 Z O w Qf w z 2 U W Z O L 0 N N W Q It O 0 r b Z E mU �_211 wco o�� r '� (� D OLo Ill f'M a IJL ^ Y c) M v�/ a p Q�LLoC J w a N E 0 W W 0 W ~ Z W Q m � J — CD W E- .. Lm U) 0 W V � � Q � Q � V � W W im o Rr. w 0 Z W � < SHEET Al R GENERALNOTES 1. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP TO CONFORM TO THE EDITION OF THE CALIFORNIA BUILDING CODE USED AT THE TIME OF BUILDING PERMIT ISSUANCE. THIS ALSO APPLIES TO NEC, UPMC AND APPENDIXES THERETO. 2. ALL DIMENSION TO BE FIELD VERIFIED AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE THE ATTENTION OF THE DESIGNER AND OR ENGINEER, PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. THE GENERAL CONTRUCTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. 4. CONTRUCTOR SHALL VERIFY EASEMENTS (PUBLIC OR PRIVATE) FOR SEWER, WATER, ELECTRICAL, TELEPHONE, CABLE TV, AND GAS PRIOR TO STARTING CONSTRUCTION. 5. VERIFY ALL UTILITY DATA AND LOCATIONS PRIOR TO ANY WORK. ONSITE UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE AGENCY OR UTILITY COMPANY. 6. DRAWINGS MAY NOT ALWAYS BE TO SCALE. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS 7. DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND OR ENGINEER, PRIOR TO PROCEEDING WITH CONSTRUCTION 8. NOTES THROUGHOUT THIS SET OF PLANS SHALL APPLY TO ALL SHEETS, WHERE NOTE IS APPLICABLE 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS FOR CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL APPLY GENERAL BUILDING NOTES 1. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHERSTRIPPED. ALL JOINTS AND PENETRATIONS SHALL BE CAULKED AND SEALED 2. AFTER INSTALLING THE INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION AN INSULATION CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT "THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53 OF THE CALIFORNIA ADMINISTRATION CODE" 3. THE INSULATION INSTALLED SHALL CONFORM TO FLAME -SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF SECTION 707.3 OF THE 2011 CRC 4. PROVIDE BATT INSULATION IN THE CEILING WHERE THE SLOPE EXCEEDS 2.5/12 5. - ALL AIR DUCTS PENETRATING THE SEPARATION WALL OR THE CEILING BETWEEN THE GARAGE AND THE LIVING AREA SHALL BE A MINIMUM OF 26 GA. SHEET METAL. 6. - ALL SHOWER AND TUB/SHOWER WALLS TO BE CERAMIC TILE OVER WATER- RESISTENCE GYPBD. 7. - STUCCO SPEC. (1) IS 3 COATS, %" MIN. THICK; (2) HAS TWO LAYERS OF GRADE D PAPER UNDER STUCCO WHERE OCCURS OVER PLYWOOD SHEATHING; AND (3) HAS 26 GAGE GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" ABOVE GRADE OR 2" ABOVE CONRETE OR PAVING. 8. - USE SAFETY GLASS AT THE FOLLOWING LOCATIONS - WINDOWS ADJACENT TO (1) TUBS, SHOWERS, AND TUB/SHOWERS; (2) ADJACENT TO AND WITHIN 24" OF EITHER EDGE OF DOOR IN A CLOSED POSITION AND WHERE THE BOTTOW EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFADE; (3) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.; (4) EXPOSED BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR. 9. PROVIDE FLASHING AT ROOF JUNCTIONS TO VERTICAL SURFACES, INCLUDING WALLS, SKYLIGHTS, FIREPLACE CHIMNEY AND MECHANICAL CURBS 10. DWELLING TO GARAGE SEPARATION SHALL CONSIST OF A MINIMUM OF ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD INSTALLED ON THE GARAGE SIDE OF THE SEPARATION. THE SEPARATION SHALL EXTEND FULL HEIGHT TO THE UNDERSIDE OF THE ROOF SHEATHING. IF THE GARAGE CEILING IS USED AS PART OF THE RATED ASSEMBLY AND ROOF TRUSSES ARE INSTALLED, PROVIDE TWO LAYERS OF 1/2" TYPE'X' GYPSUM BOARD OR ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON RC -1 CHANNELS SPACED AT 16"O.C. AND INSTALLED PER THE TRUSS MANUFACTURER'S SPECIFICATIONS 11. OPENINGS IN THE RATED GARAGE CEILING ASSEMBLY SHALL BE PROTECTED BY A ONE-HOUR CONSTRUCTION 12. GYPSUM WALL BOARD SHALL NOT BE INSTALLED ON EXTERIOR SURFACES PER SECTION 2511. 1, UBC 13. WHEN GYPSUM BOARD IS INSTALLED AS A BASE FOR TILE OR WALLS PANELS AT TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS, WATER-RESISTANT BACKING BOARD SHALL BE INSTALLED PER SECTION 2512, UBC 14. WATER-RESISTANT GYPSUM BACKING BOARD SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS: A. OVER A VAPOR RETARDER B. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM ROOMS OR GANG SHOWERS C. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12"O.C. 15. A PERMANENT LANDING IS REQUIRED AT THE EXTERIOR SIDE OF ALL EXTERIOR DOORS THE LANDING MUST BE AS WIDE AS THE DOOR AND EXTEND AT LEAST 36" OUT, PER SECTION 1004.9, CBC 16. PREFABRICATED FIREPLACE SHOWN SHALL BE A FACTORY BUILT DIRECT VENT FIREPLACE. FIREPLACE AND CHIMNEY SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION REQUIREMENTS AND APPLICABLE LOCAL CODES OR ORDINANCES. GAS FIREPLACE TO RECIEVE ITS COMBUSTION AIR FROM EXTERIOR. VENT TO HAVE ITS BAFFLE PERMANENTLY AND MECHANICALLY SET IN THE OPEN POSITION. 17. THE FIREPLACE CHIMNEY SHALL BE HORIZONTALLY FIRE BLOCKED AT THE FLOOR AND CEILING WITH A MINIMUM OF 3/4" PLYWOOD, 1/2" GYPSUM BOARD OR APPROVED MANUFACTURED COLLAR 18. GLAZING WITHIN 18" OF FLOOR AND WITHIN 24" OF A DOOR SHALL BE TEMPERED PER SECTION 2406, UBC. GLAZING WITHIN 60" OF A DRAIN AND TUB/SHOWER ENCLOSURES SHALL BE TEMPERED PER SECTION 2406.4, UBC 19. PROVIDE A SMOOTH METAL DUCT FOR DRYER EXHAUST EXTENDING TO OUTSIDE W/ BACK DRAFT DAMPER PER 20" C.M.C. SECTION 504 WOOD FRAMING NOTES 1. ALL MATERIAL IN CONTRACT WITH CONCRETE OR MASONRY SHALL BE TREATED IN ACCORDANCE WITH FED. SPEC. TT -W-572 (INT. AMB.2) FOR PRESERVATION AND PRESSURE TREATING OR HAVE A NATURAL RESISTANCE TO DECAY. 2. STUDS, BLOCKING, BEARING, BACKING, STRAPPING, WOOD CANT, ETC. SHALL BE DOUGLAS FIR. 3. PLYWOOD SHEATHING WILL MEET THE REQUIREMENTS OF US PLYWOOD STANDARD PSI -83 OF SIZE, THICKNESS AND GRADE SHOWN ON THE DRAWINGS. EACH PANEL SHALL CARRY THE GRADE MARK OF THE AMERICAN PLYWOOD ASSOCIATION ALONG WITH THE DFPA QUALITY STAMP. 4. NAILS SHALL BE COMMON WIRE NAILS. USE HOT DIP GALVANIZED NAILS AT ALL EXTERIOR CONSTRUCTION. 5. BOLTS SHALL CONFORM TO ASTM A-307. PROVIDE STANDARD CUT WASHERS AT ALL CONNECTIONS, EXCEPT WHERE STEEL PLATE IS USED. 6. NAILING SHALL CONFORM TO THE NAILING SCHEDULE REQUIREMENTS OF THE 2010 CRC, UNLESS SPECIFICALLY NOTED ON THE PLANS 7. ALL FRAMING HARDWARE SHALL BE SIMPSON STRONG -TIE OR EQUAL, AS NOTED ON PLANS. HARDWARE SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS ROOF ASSEMBLY 15/32" APA APPROVED PLYWOOD OR OSB SHEATHING 24/40 SPAN RATING, EXPOSURE -1 AT ALL EXPOSED AREAS. NAIL W/8d AT 6"O.C. EDGES AND 12"O.C. FIELD. MINIMUM CLASS 'B' OR BETTER COMPOSITION SHINGLES INSTALLED PER MANUFACTURERS SPECIFICATIONS OVER 15# FELT. PRE -FABRICATED TRUSSES(SEE TRUSS DESIGNS AND ENGINEERING). 24" OVERHANG AT EAVES AND 12" PROJECTION AT GABLE ENDS UNLESS NOTED OTHERWISE ON PLANS. PITCH SHALL BE 5:12 UNLESS NOTED OTHERWISE ON PLANS. 1. TRUSS MANUFACTURER: (SEE ATTACHED TRUSS ENGINEERING) TRUSS LAYOUT SHOWN IS FOR REFERENCE ONLY - REFER TO ACTUAL TRUSS ENGINEERING FOR INSTALLATION, HARDWARE AND BRACING REQUIREMENTS. 2. DEFERRED TRUSS ENGINEERING MUST BE SUBMITTED TO THE BUILDING DEPT. AND APPROVED PRIOR TO INSTALLATION AND INSPECTION. 3. REFER TO TRUSS DIAGRAMS FOR MANUFACTURERS WEB BRACING LOCATIONS AND GIRDER STITCH NAILING 4. EAVE AND GABLE VENTS SHALL BE PROTECTED BY 1/4" CORROSION -RESISTANT WIRE MESH 5. PROVIDE 1/8" GAP AT ROOF SHEATHING PANEL EDGE. REFER TO MANUFACTURERS INSTALLATION REQUIREMENTS 6. FRAMING FOR CALIFORNIA FILL AREAS SHALL BE 2X6 DF#2 AT 24"0C. 7. EXTEND SOLID SHEATHING THROUGH ALL VALLEY AREAS AT CALIF. FILL TO TRUSS ROOF. 8. PROVIDE A MINIMUM OF 22X30 OPENING INTO ALL ATTIC AREAS 9. PROVIDE ATTIC VENTILATION IN ACCORDANCE WITH SECTION 1505.3, UBC. VENTILATION SHALL BE 1 SQ.FT. PER 150 SQ.FT. OF ATTIC AREA OR 1 SQ.FT. PER 300 SQ FT WHERE AT LEAST 50% OF THE REQUIRED VENTILATION IS LOCATED IN THE UPPER PORTION OF THE ATTIC AND 36" ABOVE THE EAVE VENTS. PROVIDE CROSS VENTILATION 10. ALL HARDWARE SHALL BE SIMPSON STRONG -TIE OR EQUAL AND AS SPECIFIED PER TRUSS MANUFACTURER. 11. BOUNDARY NAILING (E.N.) IS REQUIRED AT ALL SHEARWALL LINES, DRAG TIE LINES, DIAPHRAGM LINES, BLOCKING AND FRAMING MEMBERS AROUND OPENINGS CALIFORNIA FIRE CODE REQUIREMENTS CFC - 1 APPROVED NUMBERS OR ADDRESSES SHALL BE POSTED AND PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY AS PER CFC ARTICLE 901.4.4 CFC -2 DRIVEWAY WIDTHS FOR PRIVATE ROADS SHALL NOT BE LESS THEN 20" UNLESS APPROVED BY LOCAL FIRE DISTRICT AS PER CFC ARTICLE 902.2.2. ELECTRICAL NOTES 1. ALL ELECTRICAL INSTALLATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE 2010 CRC. 2. PROVIDE G.F.C.I RECEPTACLE AT [FRONT AND REAR OF DWELLING (SEE PLAN FOR LOCATIONS) (PER 20�O C.E.0 SECTION 210-52 (e), 210-8(3) ). RECEPTACLES INSTALLED OUTDOORS PROTECTED FROM THE WEATHER OR IN OTHER DAMP LOCATIONS, MUST BE INSTALLED IN A WEATHERPROOF IENCLOSURE WHEN THE ATTACHMENT PLUG CAP IS NOT INITERNED AND THE RECEPTACLE COVER IS CLOSED. ( PER 200 C.E,.0 SECTION 410-57). 3. BOND METALLIC GAS PIPE AND WATER PIPES TO THE SERVICE GROUND. (PER 20p$ C.E.0 SECTIOIN 250-90 (a & b) ). 4. AT LEAST ONE WALL RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS ADJACENT TO CACHE BASIN. SEE FLOOR PLAN FOR LOCATION. (PER 2010 C.R.0 SECTION 210-52(d) ). PROVIDE G.F.C.I. PROTECTION TO ALL BATHROOMS) COUNTER TOPS. (PER 209) C.R.0 SECTION 210-8). 5. FIXTURES, LAMP HOLDERS, AND RECEPTACLES SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHTS MORE THAN 6 POUNDS OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. (PER C.E.C. SECTION 410-15). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS. (PER 2010 C.E.C). 7. RECEPTACLE OUTLETS SHALL BE SPACED NOT MORE THAN 12' FEET APART AND A MAXIMUM OF 6' FEE7 FROM THE ENDS OF WALLS OR OPENINGS. RECEPTACLE OUTLETS ARE ALSO REQUIRED IN WALLS 2' FEET OR GREATER (PER 20119 C.R.C.). 8. PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM„ OR SIMILAR AREA. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS., (PER 2013 C.R.C. 9. PROVIDE A CONDUCTOR WIRES WIITH AN INSULATED NEUTRAL AND A FOUR PRONG OUTLET IS REQUIRED FOR DRYER AND COOKING UNITS. 9A. PROVIDE A DEDICATED 20 AMP CIRCUIT TO LAUNDRY ROOM FOR APPLIANCE OUTLETS. 10. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 11. PROVIDE STEEL ELECTRICAL BOX IN FIRE -RESISTIVE CEILING AND WALLS. SEPARATE ELECT. BOXES BACK TO BACK IN FIRE -RESISTIVE WALLS BY A MIN. OF 24" HORIZOMTALLY. BOX AREA SHALL NOT EXCEED 16 SQ.IN. 12. SPECIFY LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES SHALL BE LABEL "SUITABLE FOR DAMP LOCATIONS." 14. PROVIDE ARC -FAULT CIRCUITS-IMTERRUPTER PROTECTION TO ALL BEDROOMS. (PER 201) C.R.C. 15. SMOKE DETECTORS SHALL BE LOCATED AND INSTALLED IN COMPLIANCE WITH 2O10JC.R.C... DETECTORS SHALL BE 110V W/BA\TT. BACK-UP & CONNECTED TOGETHER SO THAT ALARMS SOUND AT THE SAME TIME. TOGETHER SEE PLAN FOR LOCATIONS. 16. USE FLOURESCENT LIGHTING IN (KITCHEN AND BATH ROOMS 17. LUMINAIRES FOR GENERAL LIGHTING IN KITCHENS SHALL HAVE LAMPS WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT AND CONTROLLED BY A SWITCH ON A READILY ACCESSBILE LIGHT PANEL AT THE ENTRANCE TO THE KITCHEN. SEE CEC SECT. 150(k)-1. 18. EACH ROOM WITH A SHOWER OR BATHTUB SHALL HAVE AT LEAST ONE LUMINAIRE W/ LAMP(S) WITH AN EFFICACY OF 40 LUMENS PER WATT OR GREATER AND BE SWITCHED AT THE ENTRANCE TO THE ROOM. 19. ALL INCANDESCENT LIGHTING RECESSED INTO INSULATED CEILINGS SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER(IC) BY UL/TESTING LABS APPROVED BY ICBO. 20. INCANDESCENT LIGHTS IN WALK-IN CLOSETS SHALL BE AT LEAST 18" FROM FACE OF SHELF. FLUORESCENT FIXTURES LOCATE 6" FROM FACE OF SHELF. 21. ALL OUTLETS, SWITCHES, AND LIGHTING FIXTURES SHALL BE PLACED AS CLOSE TO LOCATIONS SHOWN ON PLANS AS POSSIBLE. 22. PROVIDE DEDICATED NEUTRAL @ GARBAGE DISPOSAL 23. PROVIDE ONE MINIMUM SEPERATE 20 AMP CIRCUITS TO LAUNDRY APPLIANCE PER 201 C.R.C.. 24. CEILING FANS NOT EXCEEDING 35 LBS, (WITH OR WITHOUT ACCESSORIES) MAY BE SUPPORTED BY OUTLET BOXES PROVIDED THE BOXES ARE IDENTIFIED FOR SUCH USE. 2013) C.R.C. 25. PROVIDE 5/8" ROUND GROUNDING ROD AND BOND TO GAS & WATER PIPES. 26. PROVIDE A SECONDARY WATERTIGHT CORROSION RESISTANT PAN BELOW FURNACES W/DRAIN TO EXTERIOR READILY VISIBLE. 27. USE ONLY LIFER OR OTHER APPROVED GROUNDS. PLUMBING NOTES 1. ALL GAS OUTLETS LOCATED IN A BARBECUE OR FIREPLACE SHALL BE CONTROLLED BY AN APPROVED VALVE LOCATED IN THE SAME ROOM AND OUTSIDE THE HEARTH BUT NOT MORE THAN 4'-0" FROM SUCH OUTLETS. (PER 201)C.P.0 SECTION 1211.14) 2. SHOWERS AND TUB/SHOWERS ARE PROVIDED WITH PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE CONTROLS. (PER 20O) C.P.C. SECTION 420)) 3. SEWAGE LINE TO BE A MINIMUM OF 4"dia. (PER 20 3 C.P.C. TABLE 7-3,7-5) 4. DISHWASHER SHALL HAVE AN APPROVED AIR GAP FITTING. (PER 2010C.P.0 SECTION 807.4) 5. ANCHORED WATER HEATERS WITH STRAPS TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND ONE-THIRD OF ITS VERTICAL DIMENSIONS, AT THE LOWER POINT A MINIMUM DISTANCE OF 4" SHALL BE MAINTAIN ABOVE THE CONTROLS WITH THE STRAPPING. (PER 205) C.P.C. SECTION 510.5) 6. DESIGN AND CONSTRUCT WATER HEATER VENTING SYSTEMS TO DEVELOP A POSITIVE FLOW ADEQUATE TO CONVEY ALL PRODUCTS OF COMBUSTION TO THE OUTSIDE ATMOSPHERE. ( PER 201� C.P.C. SECTION 608.5) 7. PROVIDE AND INSTALL WATER HEATER RELIEF VALVES (MAX. 150 PSI) LOCATED INSIDE A BUILDING SHALL BE PROVIDED WITH A DRAIN. THE DRAIN SHALL EXTEND FROM THE VALVE TO THE OUTSIDE OF THE BUILDING WITH THE END OF THE PIPE NOT MORE THAN 2' NOR LESS THAN 6" ABOVE THE GROUND AND POINTING DOWN. 8. USE 2x6 STUD WALL WHENEVER THE PIPING WITHIN THE WALL IS GREATER THAN 2" OUTSIDE dia. (PER 20' C.P.C. SECTION 313.2) 9. INSTALL A NON -REMOVABLE BACK FLOW PREVENTION DEVICES ON ALL EXTERIOR HOSE BIBS. (PER 201,(3 C.P.C. SECTION 603) 10. PROVIDE AN APPROVED AIR GAP FITTING AT DISHWASHER (PER 209 C.P.C. SECTION 210-12(b). 11. WATER HEATER SHALL HAVE BY A 83 GALLON, I HOUR RATING & A 40 GALLON CAPACITY. 12. PROVIDE 12"x12" ACCESS PANEL FOR FIXTURES HAVING CONCEALED SLIP JOINT CONNECTIONS (TUB UNIT) PER 2013 CRC 13. WHERE TOP AND SOLE PLATE ARE CUT FOR PIPES, A METAL TIE MINIMUM 0.058" THICK AND 14" WIDE SHALL BE FASTENED ACROSS THE OPENING WITH 6-16d NAILS MIN. EACH SIDE, ALL PLATES. PER 201 C.R.C. s� PERMIT BUTfE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATF�� / � BY Z O LU LU Q <� O Z Z 00 VI 0 _ Q W� U IZ Er-�iU M ca � W3�. ar �} u,� 1 06 V M t > •� o a WN T O W J Z to ^ C) O W E LO N04 - Z J IZ C JIM SPURLOCK These documents of Jim Spurlock, and their contents are the property and are protected under Federal Copyright Laws. Jim Spurlock maintains ownership of such and all rights and privileges. These documents to be used for this project only. Any changes to these documents, regardless of how minor, without the written approval of Jim Spurlock, or any construction executed from these documents without review and approval of all equipment and materials, or any change of scope, design or intent for any reason, by any person or Jim Spurlock, shall automatically entity other than render Jim Spurlock, their employees, and their principles, harmless to any liability claims, suits, or litigation by any interested parties in the project. U) O a) _W W W F_Q W O� M CD �/.LLJ O W � V W Q L0 W CF) !2 cn ♦Q♦ V W �( O Z W � Z m SHEET A-2 LIGHTING REQUIREMENT UNDER 2013 CALIFORNIA GREEN BUILDING STANDARDS A) All permanently installed lighting shall be high efficacy. Pennanently installed lighting shall be installed in kitchens, bathrooms, utility rooms, and private garages at a minimum. Exceptions: 1) Night lights which comply with Title 24, Part 6, §150.0(k)l E. 2) lighting integral to exhaust fans which comply with Title 24, Part 6, §150.0(k)l F. B) All permanently installed lighting in bathrooms shall be controlled by a vacancy sensor. Exception: 1) One high efficacy lumina ire with total lamp wattage rated to consume no greater than 26 watts of power. C) Every roam greater than 70 square feet, which does not have permanently installed lighting and has receptacles installed, shall have at least one switched receptacle installed. D) For single-family residences, all permanently installed outdoor lighting shall have controls complying with Title 24, Part 6, Sections 150.0(k)9Ai and iii. WATER USAGE REQUIREMENT UNDER 2013 CALIFORNIA GREEN BUILDING STANDARDS 1) _ Shower heads - 2 GPM (a 80 psi, 2) Lavatory faucets - residential 1.5 GPM u, 60 psf, , 3) Kitchen faucets - 1.8 GPM u- 60 psi 4) ' Gravity tank -type water closets - 1.28 gallons per tiusn' 1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush toilets -The effective flush volume shall not exceed 1.28 gallons. The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME A112.1 P.2 and ASME A112, 19.14. Lavatory faucets shall not have a flow rate less than 0.8 GPM at 20 psi. BATH FANS REQUIREMENT UNDER 2013 CALIFORNIA GREEN BUILDING STANDARDS A) Direct vented to the exterior B) That it shall be controlled by a humidistat and C) Shall be an "Energy Star" rated appliance, CGBSC §4.506, D) Shall provide 50 CFM intermittent or 25 CFM continuous, CMC table 4-4, F) If continuous fan it shall have a sound rating not to exceed 1 sone. If intermittent it shall have a sound rating not to exceed 3 sone, CGBSC §7.2, F) Shall be provided a back draft damper, per 2013 California Green Building Standards Code §4.506.1. 5040 VINYL SIDING WINDOW W/ ONE PANE TEMPERED GLASS CARBON MONOXIDE ALARMS A) Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedrooms, Bi On every level of the dwelling unit, including basements, C') Carbon monoxide alarm(s) are permitted to be solely battery operated when the proposed work does not result in the removal of wall and ceiling finishes. The carbon monoxide alarms shall be listed as complying with the requirements of UL 2034 and carbon monoxide detectors shall be listed as complying with the requirements of UL 2075. ELECTRICAL NOTES 1) Receptacles installed to serve countertop( s) shall be served by not less than two 20A circuits. 2) Receptacle outlets shall be installed in each wall counter space 12" or wider. 3) Receptacle outlets shall be installed in each wall counter space so that no point is greater than 24" from each receptacle, (48" spacing) except directly behind a kitchen sink. 4) All receptacles shall be "Tamper Resistant", per 2013 California Electrical Code Article 406.11. 5) Specify G.F.C.I. protection to all counter top receptacles, per 2013 California Electrical Code article 210-8 (A) (6), 6) Specify 4 wire receptacle for the electric range and/or oven, per 2013 California Electrical Code Article 21 0-52(b), 7) There shall be a minimum 1 GFCI protected receptacle at the peninsula, per 2013 California Electrical Code Article 21 0-52(C)(3), C) For ALL 15 and 20 Amp receptacles: 1) Specify and provide receptacle outlet spacing at 12 feet o.c. & within 6 feet of the end of walls, 2) Provide an Electrical Note to specify all new branch 15Amp and 20Amp receptacles outlets shall be protected by arc -fault circuit interrupter(s), (that are not required to be G.F.C.I protected), 3) Amend the plans to provide an Electrical Note to specify all new 15 and 20 Amp receptacle outlets in this dwelling unit shall be "Tamper Resistant Receptacles", per 2013 California Electrical Code 406.11. 5040 VINYL SIDING 5040 VINYL SIDING WINDOW W/ ONE PANE WINDOW W/ ONE PANE TEMPERED GLASS TEMPERED GLASS STAIR NOTES A) Actual rise and run of treads and risers, 7.75" max rise and 10" min. run. 13) Triangular openings, (formed by the riser, tread and bottom rail of the guard) shall not allow a sphere 6" In diameter to pass through C) Minimum 36 -inch wide stairway, D) Amend the plans to provide a minimum 42" high guard or detail the handrail/guard to show compliance to 2010 California Residential Code §312.2 E Specify handrails (1.25" - 2" graspable cross section, no sharp corners, and height of 34 inches to 38 inches above nosing, extend continuously from top to bottom riser, and terminate at newel posts or return to walls), F) Specify maximum 4 W' handrail projections into the required stair width, G) Specify the minimum width and depth of the landing, H) Specify a minimum ceiling height of 6 foot 8 inches, I) Provide framing details to include all necessary hardware, J) Nosing provided no less than " and not more than 1 W. SHOWER NOTES 1) The shower compartment(s), regardless of shape, having a minimum interior floor area of 1,024 square inches, and also capable of encompassing 30 -inch circle, per 2013 California Plumbing Code §408.6 -til Specify showers (and tub/showers) are provided with pressure balance or thermostatic mixing valve controls, per 2013 California Plumbing Code §408.3, (') Specify that shower (and tub/shower) walls have a smooth, hard, nonabsorbent surface (e.g., ceramic tile) over a moisture resistant underlayment to a height of 72" above the drain inlet per 2013 CRC §307.2, D) The finished floor of the receptor shall slope uniformly from the sides toward the drain not less than -" per foot and not more than YZ per foot F) Specify doors and panels of shower and bathtub enclosures and adjacent wall openings within 60 inches vertically and 60" horizontally above and adjacent to the standing surface and drain inlet shall be fully tempered. laminated safety glass or approved plastic per 2013 CRC §308.4.5 and exception, F) Door into the enclose provides a minimum 22" clear width dimension, 2013 CPC40B.5, G) The location of the valve controls located on the side wall or arranged so that the shower does not spray directly at the entrance. 2668 CLOSET MASTER BEDROOM BEDROOM #2 WD NEL F - DO / w 1 50 GAL WATER 5040 VINYL SIDING HEATER W/ / z Z LED ; ANCHORAGE WINDOW W/ ONE PANE p w /gamr TEMPERED GLASS m t'/ Z V LED LED i 1 I JOLUS Z §� D_' 18" HIGH WATER l > d DY HEATER PLATFORM+46" +48" 00 0 C) O Lu 2668 HC s VENT W/ 3" MIN DBLE LINED WOR NEL O Cp i METAL PIPE THRU ROOF 1 \.2668 HC DM W 0 +,al - 2068 HC W iI WD PANEL D OR +ae"--� >---� > --� DOOR CD CD 2668 CASED r _ _ _ _ - - ED 2268 HC LED OPENING © p ' DM D HALL WD PANEL GAS DOORCONCRETE DECK 68 HC 668 j ANEL LINEN i GARAGE WO�D PORCH __-__- _-- O MAST R ED i D OR E° S HOBBY /CRAFT ROOM I I \ \I. ------ I � F i BAH r 7 \ \ \; T j � \ ED / O F -- - LED \ +41 swK itLOSET 2x6 STUD W ED ( ------------ 3068 SC WD Q R z i ---------- —BATH 6- EQUALLY SPACED PANEL DOOR ED w AUTOMATIC AUTOMATIC SHELVES - FIXED TO WALL 3068 SC WD Z .1 GARAGE DOOR GARAGE DOOR '' OPENER ;I PANEL DOOR ; LE° 4 ', 'I \\ ----- ----- i OPENER I 6' OAKINTUB ` Leo ------ ------ n ! -- -- -- LED 2068 HC ---- -- 3'-0 x8-0' HOBBY +afi" > --�[ >----< > ---t - ' COATS WD PANEL TABLE - FIXED TO PANTRY DOOR — LL — — — — — — — — 11\ --------------- — \ R 068 HC 3 DN CD J 3 3 j+4 ` I ; 306 D \' I :)ANEL DOOR' , I I I I I 3068 SC W \ PANEL 00 ' - - ED I t7pLE _ PAN DOOR , -r l i I I f I_ PANELC) R I II i I I i O 2x6 STUD WALL -- I +48" I LED_ I INN A E w �I II II I Q \ I wCDII II II I I I Z I / LI�MNGL ROOM I 9070 O.H. 4 PANEL DOOR 9070 O.H. 4 PANEL DOOR W)Q BUTTE d (Q Z Q 1 Z w O (5 1Un 23za J3: I W P0 3MAR 2 8015 +48"Z WY D J ;>- W 5; WP/GFI Z DEVELOPMENT Lo w 0 oiLFL-SERVICES z ED C) LLJ WOOD PORCH / \ I LED I I I I I I I I Isl� 5 , F!1 I I � I 1 I I 1 1 30015 SC WD \ 1 I PANEL DOOR I � � II II II II II II II I f 1 / I � II II II II II II II I I \ IeaC IA WOWi \ 3040 VINYL SIDING 3040 VINYL SIDING 3040 VINYL SIDING 5050 VINYL SIDING 5050 VINYL SIDING 5050 VINYL SIDING WINDOW W/ ONE WINDOW W/ ONE WINDOW W/ ONE WINDOW W/ ONE PANE WINDOW W/ ONE PANE WINDOW W/ ONE PANE PANE TEMPERED PANE TEMPERED PANE TEMPERED TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS ` GLASS GLASS GLASS WOOD PORCH ARCHITECTURAL FLOOR PLAN SCALE: 1/4" = 1'-0" ELECTRICAL KEY SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP/GFI WEATHERPROOF DUPLEX OUTLET GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 4 WAY GANG OUTLET ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH THREE-WAY SWITCH �_4 FOUR-WAY SWITCH �— R RHEOSTAT SWITCH DM DIMMER SWITCH REINFORCED JUNCTION BOX {F } CEILING MOUNTED FLUORESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED FLUORESCENT LIGHT FIXTURE LED RECESSED LED LIGHT FIXTURE 0 RECESSED ADJUSTABLE EYEBALL "'rrrr INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE _0_PC WITH PULL CHAIN TRACK LIGHT UNDER CABINET FLUORESCENT rrr7 LIGHT FIXTURE WALL SCONCE 6"x4'-0" 2 TUBE T5 FLUORESCENT FIXTURE FLUORESCENT LIGHT FIXTURE ® MASTER TECH SYSTEM HUB ® EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) sr EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) i—g FLOOD LIGHTS I { FLOOD LIGHTS W I MOTION DETECTOR l � CHIMES �^ PB PUSHBUTTON SWITCH ® 110V SMOKE DETECTOR, W/ BATTERY BACKUP ® HEAT DETECTOR OTHERMOSTAT OSPEAKER © CENTRALVACUUM ® TELEPHONE TECH PLATE ® TELEVISION ELECTRIC METER ELECTRIC PANEL CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH LED LIGHT LED FIXTURE W/ REMOTE CONTROL (PROVIDE ADEQUATE SUPPORT) C' — -- GAS SUPPLY WITH VALVE LOOSE KEY GAS VALVE i HOSS BIBB WTH SHUTOFF CW 1/4" WATER STUB OUT y�J GDO OUTLET FOR GARAGE DOOR OPENER DISCONNECT SWITCH MAIN FLOOR NOTES ❑A REFER TO GENERAL NOTE SHEETS FOR PLAN GENERAL NOTES. © REFER TO ENERGY CALCS FOR CERTIFICATE OF COMPLIANCE AND INSULATION VALUES. © ALL DIAGONAL WALLS TO BE 45 DEGREES UNLESS NOTED OTHERWISE. QD WINDOW "HEAD" HEIGHTS: —1st FLR = AS NOTED ON EXT. ELEVATIONS —2nd FLR — 6'—B" U.N.O. ON EXT. ELEVATIONS —DOOR HEIGHTS AS NOTED ON PLANS (ALIGN ADJACENT WINDOW HEADER HEIGHT WITH DOOR HEADERS, U.N.O..) PLAN KEYNOTES 1� BENEATH STAIRS AND LANDINGS. 1/2" TYPE 'X', SUPPORTS AT 16" O.C., ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE EMERGENCY EGRESS: ONE SASH IN EA. SLEEPING AREA SHALL COMPLY WITH GOVERNING FIRE AND BUILDING CODES. EGRESS WINDOW SHALL HAVE A NET CLEAR OPENABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES AND THE MINIMUM NET OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES. EGRESS WINDOWS SHALL HAVE A FINISHED SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. TEMPERED SAFETY GLASS, PER GENERAL NOTES. ® EXTERIOR HOSE BIBS: PROVIDE WITH NON -REMOVABLE BACKFLOW PREVENTION DEVICES AND FROST FREE BIB. QS WOOD STOVE BY OWNER. CONTRACTOR TO COORDINATE AND INSTALL CORRECT CHIMNEY THROUGH CEILING AND TERMINATE ABOVE ROOF PER DRAWINGS. PROVIDE NON-COMBUSTABLE HEARTH AND SURROUND. VERIFY DIMENSIONS WITI OWNERS SELECTED WOOD STOVE. HAVE THE MANUFACTURER, MODEL NUMBER AND ICBO/UL NUMBER ON JOB SITE PRIOR TO FRAMING INSPECTION. © DRYER: MOISTURE EXHAUST VENT DUCT (MIN 4" DIA.)SHALL BE OF SMOOTH METAL EXTENDING TO EXTERIOR WITH BACK DRAFT DAMPER PER UBC AND UMC. 36" MIN TO ANY BUILDING OPENING �7 32"x60" ONE PIECE FIBERGLASS TUB -SHOWER COMBO. Q SHOWERS AND TUB/SHOWER COMBINATIONS: PROVIDE A SMOOTH, HARD, NON-ABSORBENT SURFACE OVER MOISTURE -RESISTANT GYPSUM BOARD TO A HEIGHT OF 70" MINIMUM ABOVE DRAIN INLET. SHOWER HEAD +84". (TEMPERED GLASS ENCLOSURE) ❑9 PROVIDE INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE FOR SHOWER AND TUB/SHOWER COMBINATION. 10 GAS RANGE, MICROWAVE AND OVEN EXHAUST FAN TO VENT TO EXTERIOR PER GENERAL NOTES. F1_11 VOID 12 FIVE (5) SHELVES. DEPTH PER DRAWINGS. 13 VOID 14 MEDICINE CABINET- MIRROR FRONT FROM 52" TO 76" A.F.F. 15 WATER CLOSET -SEE NOTE 1g SURFACE MOUNT MAIN BREAKER PANEL AND ELECTICAL METER. FEED WIRES THROUGH REAR OF PANEL. 7 PROVIDE 22"00" MINIMUM CRAWL SPACE ACCESS SHWON DASHED. FIELD VERIFY EXACT LOCATION WITH FRAMING. 1g TEMPERED GLAZING PER C.B.C. SEC. 2406. TEMPERED GLAZING MUST HAVE PERMANENT IDENTIFIED BY THE MANUFACTURER. THE INDENTIFICATION MARK SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC FIRED, LASER ETCHED, EMBOSSED OR OF ATYPE THAT, ONCE APPLIED, CANNOT BE REMOVED WITHOUT BEING DESTROYED. LABEL PER SEC. C.B.C. 2406.2 19 PROVIDE 22"x30" MINIMUM ATTIC ACCESS SHWON DASHED. FIELD VERIFY EXACT LOCATION WITH FRAMING. PROVIDE CONTINUOUS SOLID WALKWAY AT LEAST 24" WIDE. 20 PROVIDE 36"x36" CONC. PAD FOR A/C UNIT 21 10"0 TUBULAR SKYLIGHTS BY'ODL SKYLIGHT or EQUAL ELECTRICAL NOTES: 1. Unless otherwise indicated, install switches, receptacles, etc. at the following heights above finish floor: Outlets ...................... 14" Telephone .................... 14" Television .................... 14" Outlets above bath countertop... 40" Outlets above kitchen countertop. 44" Switches ....................48" Thermostat ...................58" Chimes .....................84" 2. Field verify location of fixture where indicated. PLUMBING NOTES: TOILET SHALL NOT BE INSTALLED CLOSER THEN 15" FROM ITCENTER TO ANY WALL OR OBSRRUCTION NOR CLOSER THAN 30" CENTER TO CENTER OF ANY WALL OR OBSTRUCTION, WITH A MINIMUM24" CLEAR FLOOR SPACE IN FRONT OF THE TOILET. PERMIT # ,[3 / S 0 (0 S I BUTTE COUNTY DEVELOPMENT SERVICES /CO RE MEP IANCE / DATE A Z O CO W W LU0 2 = U U W W 0 o O Ln O LC) N N N � N W Q LO C:) O C; HOZ i' Z co VJJ Q W O U rn Co � LU Y LL, :> 00 I W°' -a T W J Z0 Li'l U O L_ 0 (n LO N LLIw E Vi Z u'4 N N J L C JIM SPURLOCK These documents and their contents are the proper, of Jim Spurlock, and are protected under Federal Copyright Laws. Jim Spurlock maintains ownersl-ii of such and aft rights and privileges. These documents to be used for this project only. Any changes to these documents, regardless of how minor, without the written approval of Jim Spurlock or any construction executed from these documerr without review and approval of all equipment and materials, or any change of scope, design or intert for any reason, by any person or entity other than Jim Spurlock, shall automatically render Jim Sltheir employees, and their principles, liability claims, suits, or litigation harmless to e by any interested parties in the project. O J 0— Wor_to O W O J J Q 0 U UJ W Lb < W Q v r Ii U W •• W Z LUm SHEET A3R D C7 D m m z 9 v v �vvc��o�v�acaNmv-oaf ��z mn �o>?zz�zmw�m���ACZir�* m oo� zm o� 'M' 'N = 70 :2-' nj � NC��o�zNc�n.m{�voimz=off C, m Zj a) C3 0(A z2ZFOO�NN a eco x D c�i1o� z�cn�=v��-1m0m?na N o Na N m a�^ m m O D m r SND D�cn�mrD6Orov roa, rn z m Zyx = —4 m m m r1 z K c Hca m � m 74 m 1'— " M N. m cn n v D Z a � 3 z ^ Z N -i `_ ft 0 G) IV) m lie 13 13 1 0 z \� N _1 II 281-811 I y�cn �NEW JIM SPURLOCK DESIGN X t �o r-4� 0 0 W� ID _' a !� F m Z S O d �— D C7 D m m z 9 v v �vvc��o�v�acaNmv-oaf ��z mn �o>?zz�zmw�m���ACZir�* m oo� zm o� 'M' 'N = 70 :2-' nj � NC��o�zNc�n.m{�voimz=off C, m Zj a) C3 0(A z2ZFOO�NN a eco x D c�i1o� z�cn�=v��-1m0m?na N o Na N m a�^ m m O D m r SND D�cn�mrD6Orov roa, rn z m Zyx = —4 m m m r1 z K c Hca m � m 74 m 1'— " M N. m cn n v D Z a � 3 z ^ Z N -i `_ ft 0 G) IV) m lie 13 13 1 0 z \� N _1 II 281-811 I y�cn �NEW D C7 D m m z 9 v v �vvc��o�v�acaNmv-oaf ��z mn �o>?zz�zmw�m���ACZir�* m oo� zm o� 'M' 'N = 70 :2-' nj � NC��o�zNc�n.m{�voimz=off C, m Zj a) C3 0(A z2ZFOO�NN a eco x D c�i1o� z�cn�=v��-1m0m?na N o Na N m a�^ m m O D m r SND D�cn�mrD6Orov roa, rn z m Zyx = —4 m m m r1 z K c Hca m � m 74 m 1'— " M N. m cn n v D Z a � 3 z ^ Z N -i `_ ft 0 G) IV) m lie 13 13 1 0 z \� N _1 II 281-811 cn rn RESIDENCE FOR: GIL MEDEIROS_ y�cn �NEW JIM SPURLOCK DESIGN X �o r-4� 0 0 W� ID _' a !� F m Z S O d �— 466 DARBY RD,0003oa�a " ° a ° m ° _ ° " = 225 ELM PKWY, OROVILLE CA 95916 II II II II i I I I I I , II II II II I I I I I I , II II II II i I I I I I , II II II II I I I I I I , II II II II I I I I I II II II II I I I I I I I II II II II I j II II II II II I I I I I I I II II II II II I I I I I I C 530 519-3844 c > cn rn RESIDENCE FOR: GIL MEDEIROS_ y�cn �NEW JIM SPURLOCK DESIGN ID _' a !� F m Z S O d �— 466 DARBY RD,0003oa�a " ° a ° m ° _ ° " = 225 ELM PKWY, OROVILLE CA 95916 530 519-3844 c > a� y y. o o jimspurlockdesign@gmail.com 2Io o`B 3 � T. BANGOR CA. 95914 �y��an3aaN�.�y 7 `JG N .'ZN V N LO -4EI o' 5.2 !_ ^ Ing ��O�a���m°�� ACL ARCHITECTURAL BASEMENT PLAN Ny3��3Av�D m 0 c m 3 0 m m J ° �"$ n° o gin= x � 3 � x � NO. DATE REVISION TRIPLE WALL METAL FIREPLACE CHIMNEY W/ AN APPROVED SPARK ARRESTER INSTALLED PER MANUFACTURER'S SPEC'S O FASCIA & E 8" WIDE "H 26 GA MET PLATE L 12 CIO 0 z 0 3F_ 26 GA METAL GUTTER 0) PLATE LINE 26 GA DO FIN. FLC O cV. FIN. GR/ W EXTERIOR SOFFITS: 8x12 DF#2 BEAM Q 0 24" WIDE HARDISOFFIT O Cl) z 8x8 PTDF #2 POST O WI('n' E o U 26 GA DO�I,NSPOUT-� rn iv7 U iM W CEDAR GRAIN 8" x fs 06 V J 00 I- CD >CI in 0 (1)r O0E W J SHIPLAP-EDGED 'LOUISIANA , z Cr/ n v L CL Ce)Q PACIFIC' ABT SIDING OVER 8" , Lo cn E Ld .- N PLYWOOD OR 8" O.S.B.O/ 15# FELT z J L.L. FIN. FLOOR LINE C JIM SPURLOCK These documents and their contents are the property of Jim Spurlock, and are protected under Federal Copyright Laws. Jim Spurlock maintains ownership of such and all rights and privileges. These CV minor, without the written approval of Jim Spurlock, or any construction executed from these documents FIN. GRADE for any reason, by any person or entity other than Jim Spurlock, shall automatically render Jim Spurlock, FASCIA & E 8" WIDE "H 26 GA MET PLATE L COR -A -VENT V-600T/TE RIDGE VENTILATION SYSTEM 101-011 ROOF SHEATHING SHALL BE -1 " CCX PLYWOOD OR 2" O.S.B. SHEATHING NAIL W/ 8d @ 6"oc EDGES 12"oc FIELD 12 6 OWENS CORING 20 YEAR CLASS "B" OR BETTER FIRE -RETARDANT COMPOSITION SHINGLE RC)OF TILE 0/ 15# FELT 12 �6 FASCIA & BARAGE BD. TO BE 8" WIDE "HARDIBOARD" 26 GA METAL GUTTER r EXTERIOR SOFFITS: �l 24" WIDE HARDISOFFIT EXT. PLASTER 0 METAL LATH 0/ 2 LAYERS GRADE D PAPER 0/ 8" STR PLYWOOD OR 8" O.S.B. SHEATHING l RIGHT SIDE ELEVAYION SCALE: 1/4" = 1`0" r_r)P_A_\/FNT \/_rnnT/TF Rln(,F FRONT ELEVAYION 'LOUISIANA PACIFIC' ABT SIDING OVER a" PLYWOOD OR a" O.S.B.O/ 15# FELT FASCIA & BARAGE BD. TO BE 8" WIDE "HARDIBOARD" OR SOFFITS: E HARDISOFFIT )OWNSPOUT SCALE: 1/4" = 1`0" PERMIT #/ 5- - 0(, S L( BUTTE COUNTY DEVELOPMENT SERVICES COD COMPLIANCE DA �/ BY -ACL I EXTERIC CIO 0 z 0 24" WIDE 0) 26 GA DO FIN. FLC O cV. FIN. GR/ COR -A -VENT V-600T/TE RIDGE VENTILATION SYSTEM 101-011 ROOF SHEATHING SHALL BE -1 " CCX PLYWOOD OR 2" O.S.B. SHEATHING NAIL W/ 8d @ 6"oc EDGES 12"oc FIELD 12 6 OWENS CORING 20 YEAR CLASS "B" OR BETTER FIRE -RETARDANT COMPOSITION SHINGLE RC)OF TILE 0/ 15# FELT 12 �6 FASCIA & BARAGE BD. TO BE 8" WIDE "HARDIBOARD" 26 GA METAL GUTTER r EXTERIOR SOFFITS: �l 24" WIDE HARDISOFFIT EXT. PLASTER 0 METAL LATH 0/ 2 LAYERS GRADE D PAPER 0/ 8" STR PLYWOOD OR 8" O.S.B. SHEATHING l RIGHT SIDE ELEVAYION SCALE: 1/4" = 1`0" r_r)P_A_\/FNT \/_rnnT/TF Rln(,F FRONT ELEVAYION 'LOUISIANA PACIFIC' ABT SIDING OVER a" PLYWOOD OR a" O.S.B.O/ 15# FELT FASCIA & BARAGE BD. TO BE 8" WIDE "HARDIBOARD" OR SOFFITS: E HARDISOFFIT )OWNSPOUT SCALE: 1/4" = 1`0" PERMIT #/ 5- - 0(, S L( BUTTE COUNTY DEVELOPMENT SERVICES COD COMPLIANCE DA �/ BY -ACL I z 0 UJ W Q 0 O z m Z WI('n' E o U Q � - rn iv7 U iM W 06 V J 00 I- CD >CI in 0 (1)r O0E W J � o to , z Cr/ n v L CL Ce)Q D W , Lo cn E Ld .- N z J L.L. C JIM SPURLOCK These documents and their contents are the property of Jim Spurlock, and are protected under Federal Copyright Laws. Jim Spurlock maintains ownership of such and all rights and privileges. These documents to be used for this project only. Any changes to these documents, regardless of how minor, without the written approval of Jim Spurlock, or any construction executed from these documents without review and approval of all equipment and materials, or any change of scope, design or intent for any reason, by any person or entity other than Jim Spurlock, shall automatically render Jim Spurlock, their employees, and their principles, harmless to any liability claims, suits, or litigation by any interested parties in the project. O W W W z O C \ • w/ J O W W ■ Q V a, W Q Clio V W Q C Q O Z W SHEET A5 FASCIA & BARAGE BD. TO BE 8" WIDE "HARDIBOAR " LEFT SIDE ELEVAYION 12 13 8x12 DF#2 BEAM 8x8 PTDF #2 POST CEDAR GRAIN 8" x 16" SHIPLAP-EDGED 'LOUISIANA PACIFIC' ABT SIDING OVER 8" PLYWOOD OR 8" O.S.B.O/ 15# FELT SCALE: 1/4" = 1`0" 26 GA METAL GUTTER PLATE LINE EXTERIOR SOFFITS: 24" WIDE HARDISOFFIT ,,,-26 GA DOWNSPOUT FIN. FLOOR LINE FIN. GRADE rlr%7 A \/CAIT\/ 0!N/1T/TC' MIMr1C REAR ELEVAYION SCALE: 1/4" = 1`0" r BARAGE BD. TO BE 'HARDIBOARD" TAL GUTTER LINE IOR SOFFITS: OWENS CORING - VENT SURE, )E HARDISOFFIT RIDGE ROLL RIDGE VENT z O ROOF SHEATHING SHALL BE z " CCX PLYWOOD OR 2' O.S.B. OWNSPOUT OOR LINE SHEATHING NAIL W/ 8d @ 6"oc EDGES ZADE 12"oc FIELD OWENS CORING 20 YEAR CLASS "B" OR BETTER FIRE -RETARDANT � COMPOSITION SHINGLE ROOF TILE ©/ 15# FELT 12 12 6� �6 FASCIA & BARAGE BD. TO BE 8" WIDE "HARDIBOAR " LEFT SIDE ELEVAYION 12 13 8x12 DF#2 BEAM 8x8 PTDF #2 POST CEDAR GRAIN 8" x 16" SHIPLAP-EDGED 'LOUISIANA PACIFIC' ABT SIDING OVER 8" PLYWOOD OR 8" O.S.B.O/ 15# FELT SCALE: 1/4" = 1`0" 26 GA METAL GUTTER PLATE LINE EXTERIOR SOFFITS: 24" WIDE HARDISOFFIT ,,,-26 GA DOWNSPOUT FIN. FLOOR LINE FIN. GRADE rlr%7 A \/CAIT\/ 0!N/1T/TC' MIMr1C REAR ELEVAYION SCALE: 1/4" = 1`0" r BARAGE BD. TO BE 'HARDIBOARD" TAL GUTTER LINE IOR SOFFITS: )E HARDISOFFIT p z O OWNSPOUT OOR LINE 0 ZADE cN PERMIT # _ /� % ) 0 BUTTE COUNTY DEVELOPMENT SERVICES OLNC DECMPIACE DA 3 S BY_ z O WWN LL W Q 0 O z Z 0 E U Q w Q_ Q _ rn Of W U ra uJ a 06 U J �M.Fn- oO W J w 0 �� �� Z -- L aMQ W a. _J �� w – �/1 N N z 5 J G IL C JIM SPURLOCK These documents and their contents are the property of Jim Spurlock, and are protected under Federal Copyright Laws. Jim Spurlock maintains ownership of such and all rights and privileges. These documents to be used for this project only. Any changes to these documents, regardless of how minor, without the written approval of Jim Spurlock, or any construction executed from these documents without review materials, and approval of all equipment and or .any change of scope, design or intent for any reason, by any person or entity other than Jim Spurlock, shall automatically render Jim Spurlock, their employees, and their principles, harmless to any liability claims, suits, or litigation by any interested parties in the project. U) O W UJ 0 W U) M Z O �•/• w/ _j O W U. W ■ Q W '- CD !2 m Q � � V W l� � ® O � � z LU � m SHEET A6 GENERAL NOTES: HOLDOWNS: I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE 1. ALL HOLDOWNS ARE SIMPSON STRONG -TIE OR EQUIVALENT. 0 CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. LOCATION OF HOLDOWNS ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING w DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF ARCH. CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING F.O.S. HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. CONSTRUCTION. THE CONTRACTOR SHALL GOMPLY WITH ALL APPLICABLE SAFETY 5. ALL HOLDOWNS ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. ASSEMBLY REGULATIONS. FRAMING OPN'G.OPENING 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR LUMBER AND CARPENTRY: CONSTRUCTION SHOWN ON PLAN. FOOT OFF. OPPOSITE 4. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. I. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED 15 SIMPSON PRODUCTS OR ORIG.ORIGINAL GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM WITH APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR BETWEEN MOISTURE CONTENT OF Iii/)o. MAX LOADING. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR G -D GRADE WITH EXTERIOR 6. THE GONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK GA. GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF 3. STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVALENT APA RATED BLOCKING RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK GALVANIZED ORIENTED STRAND BOARD (OSB). W.W.F. AFFECTED. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED 7. NO STRUCTURAL MEMBERS SHALL BE GUT, NOTCHED, OR OTHERWISE PENETRATED P51 POUNDS PER SQUARE DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON 5. STRUCTURAL MEMBERS SHALL NOT BE GUT OR NOTCHED UNLESS SPECIFICALLY NOTED GANG -NAIL TRUSS " THESE DRAWINGS. FOOT $ OR DETAILED OR IS IN ACCORDANCE WITH THE GBG. 8. PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, ANY OF THESE DRAWINGS. AT EXCEPT WHEN LEDGERED. cf. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL 7. GROSS -BRIDGING SHALL BE PROVIDED AT 8' O.G. FOR DIMENSIONED FLOOR JOIST X ENGINEER FOR ANY NEEDED CLARIFICATIONS. CLR. OVER 10" IN DEPTH. GROSS -BRIDGING SHALL BE PROVIDED AT 10' O.G. FOR 10. STAIRS: RISE 4" MINIMUM TO 7.0" MAXIMUM; RUN 11" MINIMUM; HEADROOM 6'-8" MINIMUM; DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN L WIDTH 36" MINIMUM PER GBG. CONCRETE MASONRY UNIT APPROVED METAL TYPE BRIDGING. 11. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, a. ALL NAILING TO BE PER GBG TABLE 2304.x.1, UNLESS OTHERWISE NOTED. COL. LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30" ABOVE a• PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR RAD., r. RADIUS GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. EQUAI MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 34" TO 38" ABOVE TREAD PANELS A MINIMUM OF 4'. F Pte, NOSING PER GBG. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT 13. PROVIDE ATTIC ACCESS FOR ALL ATTIC AREAS WITH 30" OR MORE IN HEIGHT, MIN. D. REQUIRED FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. AS REQUIRED AND -ACCESS SIZE 15.22"X50" OR 30"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN CONSTRUCTION REQUESTED BY THE GENERAL CONTRACTOR. "ATTIC. 11. EXTERIOR WOOD F05T5 AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE 14. PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 108. IN. INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB 14.1.. NO SPECIAL INSPECTION REQUIRED FOR THIS PROJECT. ON METAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH INT. NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING DESIGN CRITERIA: ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE DBL. DOUBLE J.H. GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO I. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: CONCRETE SHALL BE SECURED WITH A SIMPSON PBS ANCHOR OR EQUIVALENT, UNLESS I.I. SEISMIC: .JOIST NOTED OTHERWISE. -SEISMIC, IMPORTANCE FACTOR: 1 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN JT. -MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.588, SI = 0.253 SECT. SECTION WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6' IN -SEISMIC, 51TE GLASS: D DIMENSION WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6. -SEISMIC RESPONSE COEFFICIENTS: SDS = 0.521, SDI = 0.31ci, Gs = 0.08li 13. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED -SEISMIC DESIGN CATEGORY: D LT. WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRUSS OR RAFTER. -BASIC SEISMIC, FORGE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. -RESPONSE MODIFICATION FACTOR: R = 6.5 15. BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A307 MACHINE BOLTS UNLESS -ANALYSIS PROCEDURE: EQUIVALENT STATIC, FORGE PROCEDURE OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST 1.2. WIND: EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE -WIND SPEED: 110 MPH NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16" SMALLER -WIND EXPOSURE: B THAN THE BOLT DIAMETER. 1.3. LIVE LOADS 16. HOLES FOR LAG SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH AS THE -ROOF CONSTRUCTION LOAD: 20 PSF SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 70% OF THE SHANK -RESIDENTIAL FLOOR LOAD: 40 PSF DIAMETER. 17. PROVIDE MALLEABLE IRON WASHERS OR GUT PLATE WASHERS UNDER NUTS AND BOLT SITE WORK AND FOUNDATION: OR LAG SCREW HEADS THAT BEAR ON WOOD. 18. WHEN REOUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 75% OF THE I. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL AS PER NAIL SHANK DIAMETER. THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE I1:1. INSTALL FIRE BLOCKS TO OUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE BETWEEN TWO STORIES AND ROOF ATTIC,SPACES. FIRE BLOCKS SHALL BE OF 2" PROVIDED. NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 2. IF NO GEOTECHNICAL REPORT WAS PROVIDED, DESIGN IS BASED ON LOCAL 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. FOUNDATION UNLESS OTHERWISE NOTED. 3. GRADING SHALL BE PROVIDED TO ACCOMPLISH A 590 SLOPE AWAY FROM HOUSE FOR 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID A MINIMUM OF 10'. BLOCKING, UNLESS NOTED OTHERWISE. 4. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE AS REQUIRED. BOTTOM OUTSIDE CORNER OF ANY FOOTING. 23. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR WALLS. 5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED GONGRETE AT POWER 24. REFER TO MANUFACTURES SPECIFICATIONS FOR DRILLING AND GUTTING HOLES IN WEBS METER LOCATION. OF MANUFACTURED I -JOISTS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC, FRAMING ALL FRAMING SHALL COMPLY WITH THE CONCRETE: GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED 1. THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI PER GBG. FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 2. ALL GEMENT USED SHALL CONFORM TO ASTM G-150 STANDARDS. 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD 3. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G. THE GBG 1704.6.2. MAXIMUM HORIZONTAL SPACING. 4. CONCRETE SLABS SHALL BE A MINIMUM OF 3.5" THICK PER GBG. SLAB5 UNDER LIVING MANUFACTURED WOOD TRUSS: AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING BAR OR WIRE MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL I. DESIGN AND FABRICATION SHALL BE PER GBG STANDARDS AND ALL IGBO RESEARCH LIVING AREAS OR AS RECOMMENDED BY SOILS REPORT. REPORTS. 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM G-33 FOR STANDARD 2. INCREASES IN ALLOWABLE STRESSES FOR ASSEMBLIES OF REPETITIVE FRAMING SHALL WEIGHT CONCRETE ANDS ASTM G-330 FOR LIGHT WEIGHT CONCRETE. NOT BE ALLOWED. 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE 3. WHERE TRUSSES ARE INSTALLED AS BLOCKING, TRUSSES MUST BE DESIGNED TO THAN THREE PARTS SAND. TRANSMIT DIRECT AXIAL WALL LOADS. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN 4. PROVIDE TRUSS DRAWINGS SHOWING TRUSSES, REQUIRED BLOCKING, BRAGING AND APPROVED CURING COMPOUND. HANGERS, CALCULATIONS WITH SIGNATURE OF RESPONSIBLE LICENSED ENGINEER ON 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR ALL PAGES. MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. 5. INSTALL TRUSSES PER MANUFACTURES RECOMMENDATIONS AND THESE DRAWINGS. q. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. 6. ALL GABLE END TRUSSES SHALL BE STRUCTURAL TRUSSES WITH INFILL. FOR CONCRETE WALKS, SLAB5, AND OTHER FLAT WORK. 7. ALL LATERAL WEB BRACING IS REQUIRED TO TERMINATE AT AN EXTERIOR BEARING 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM WALL. G-134. 5 SACKS OF GEMENT PER CUBIC YARD OF CONCRETE. GEMENT TO BE PER ASTM 8. DO NOT ATTACH TRUSSES TO NONBEARING WALLS UNLESS USING SIMPSON STC CLIPS, G-150 TYPE I OR 2. UNLESS NOTED OTHERWISE ON PLAN. cl. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY SITE DIMENSIONS TO THOSE OF REINFORCING STEEL: THE TRUSS CALCULATIONS PRIOR TO ORDERING TRUSSES FOR THE PROJECT. I. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED EIRE FABRIC IS TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES. 2. ALL BARS SHALL BE DEFORMED PER ASTM A305. 3. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. 4. ALL BENDS SHALL BE MADE GOLD. 5. SPLICING OF BARS IN CONCRETE SHALL HAVE LAPPING OF 30 BAR DIAMETERS OR 24" WHICH EVER IS GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, NO NET SETTING WILL BE ALLOWED. ANCHOR BOLTS: I. TYPICAL SIZE AND SPACING SHALL BE 1/2" 0 WITH A MINIMUM OF 7" EMBED INTO THE FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR SINGLE STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS. 2. PLATE WASHERS A MINIMUM SIZE OF 3"X3"XO.22a" SHALL BE USED ON EA. BOLT. 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT ALL HOUSE AND GARAGE PERIMETER WALLS AND AT ALL INTERIOR SHEAR WALLS. 4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD DIAMETER AND WASHER AND A MINIMUM OF 2.5" LONG. 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH END, OR TWO BOLTS BETWEEN HOLDOWNS. 6. AS A REPAIR FOR MISPLACED OR MISSING ANCHOR BOLTS SIMPSON 5/8"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF 4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANCHORS PER MANUFACTURES SPECIFICATIONS. SHEAR MALL SOHE0ULE WALL SYSTEM STRENGTH: 173 PLF SEISMIC A 173 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. @ EDGES 12" O.G. (9 FIELD 1/2"(P ANCHOR BOLT SPACING 72" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d © 6" O.G. (COMMON, BOX OR SINKER) Z�LWALL SYSTEM STRENGTH: 260 PLF SEISMIC 1 260 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" G.G. @ EDGES 12" O.G. (D FIELD 1/2"cP ANCHOR BOLT SPACING 48" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d © 4" O.G. (COMMON, BOX OR SINKER) zL WALL SYSTEM STRENGTH: 364 PLF SEISMIC 511 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. (9 EDGES 12" O.G. C? FIELD 1/2"cP ANCHOR BOLT SPACING 24" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d ® 3" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 532 PLF SEISMIC D SEE NOTE 1 744 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 4" O.G. EDGES 12" O.G. FIELD 1/2"0 ANCHOR BOLT SPACING 16" W/ 2X P.T. SILL 5/8"O ANCHOR BOLT SPACING 24" W/2X P.T. SILL SILL SHEAR TRANSFER NAILING (2) ROWS 16d 9 4" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 686 PLF SEISMIC E SEE NOTE I ci5ci WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) (2) SIDES NAILING: IOd (COMMON OR HOT DIPPED GALVANIZED) 3" O.G. ® EDGES 12" O.G. ® FIELD 1/2"cP ANCHOR BOLT SPACING 13" W/ 2X P.T. SILL 5/8"(P ANCHOR BOLT SPACING 18" W/2X P.T. SILL SILL SHEAR TRANSFER NAILING (2) ROWS 16d @ 3" O.G. (COMMON, BOX OR SINKER) T�I'F. SHEAR NALL= NOTES I. FOR SHEAR WALL TYPES D $ E FOUNDATION SILL PLATES AND ALL FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3x MEMBER. NAILING TO 3x MEMBERS SMALL BE STAGGERED. 2. WHEN T-1-11 SIDING IS USED FOR SHEAR PLY. INSTALL DOUBLE STUDS STITCH NAILED W/ 16d'S 12" O.G. OR 3X MEMBER AT ALL PANEL JOINTS AND EDGE NAIL EACH PANEL AT JOINTS. 3. 8d COMMON OR HOT DIPPED GALVANIZED NAILS TO BE (2 1/2" X 0.151") 4. ALL NAILS FASTENED TO PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. 5. PLATE WASHERS TO BE WITHIN 1/2" OF PLYSIDE OF SILL PLATE FOR ALL ANCHOR BOLTS. T"I'F I SAL FRAM I NO NOTES I. ALL HEADERS @ INTERIOR BEARING WALLS a EXTERIOR WALLS ARE 4X12 OR 6X8 UNO. 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS 16d'5 @ 12" O.G. 3. WHERE RAKED WALLS OCCUR ALL STUDS SHALL BE BALLOON FRAMED TO BOTTOM CORD OF TRUSS, RAFTER, ROOF SHEATHING OR CEILING JOIST. 4. PROVIDE SOLID BLOCKING IN FLOOR CAVITY UNDER STRUCTURAL POSTS. PROVIDE MATCHING POSTS EXTENDING TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF SIMPSON STRONG -TIE COMPANY, INC. OR EQUAL. 6. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE. WHERE RAFTERS ARE NOT PARALLEL TO JOISTS, RAFTERS SHALL BE TIED TO MIN. IX4 GROSS TIES AT 48" O.G. MAX. 7. WHERE GIRDER TRUSS OCCURS, PROVIDE FULL BEARING SUPPORT USING BUILT-UP 2X STUDS OR 4X POST, UNLESS NOTED OTHERW 1 SE. 8. AT CALIFORNIA OVERFRAMING THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22"X30" ACCESS IS REO'D. ci. ALL FASTENERS PENITRATING PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. TSF I SAL LUMBER O RADES I. 2X, 4X BEAMS, HEADERS AND POSTS DF#2 OR BETTER. 2. 6X BEAMS, HEADERS AND POSTS DF#I OR BETTER, 3. 2X JOISTS AND RAFTERS DF#2 OR BETTER. 4. 2X STUDS 10' MAX HEIGHT DF#3 OR BETTER. 5. 2X4 STUDS 14' NONBEARING DF#2 OR BETTER. 6. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. 7. 2X6 STUDS 20' NONBEARING DF#2 OR BETTER. 8. GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RADIUS. cf. PARALLEL STRAND LUMBER (PSL) Fb=2x00 PSI Fv=210 PSI E=2.0X!0-6 PSI 10. LAMINATED STRAND LUMBER (LVL) Fb=2800 P51 Fv=255 PSI E=1.8X106 PSI WHEN ATTACHING (2) LVL'S TOGETHER USE (4) 16d's © 12" O.G. OR (3) 5DS25512 @ 24" O.G. WHEN ATTACHING (3) LVL'S TOGETHER USE SAME PATTER AS ABOVE, BOTH SIDES. 11. ROOF PLY TO BE 1/2" GDX (32/16) OR OSB STAGGER JOINTS a RUN PERPENDICULAR TO ROOF FRAMING. NAIL WITH &d'S 6" O.G. Cp EDGES AND BOUNDARY 12'' O.G. FIELD UNO. 12. FLOOR PLY. TO BE 3/4" 7/0 (48/24) OR EO.UIVALENT OSB STAGGER JOINTS $ RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN WITH &d'S O.G. Com? EDGES AND BOUNDARY 12" O.G. FIELD UNO. TABLE OF ABBREVIATIONS A.B. ANCHOR BOLT F.O.G. FACE OF CONCRETE O.G. ON CENTER OI/2-7/I5 0 ANG. ANCHOR F.O.M. FACE OF MASONRY O.D. OUTSIDE DIAMETER w ARCH. ARCHITECT F.O.S. FACE OF STUD ASSY. ASSEMBLY FRM'G. FRAMING OPN'G.OPENING VERT. VERTICAL FT. FOOT OFF. OPPOSITE O 0 c) FTG. FOOTING ORIG.ORIGINAL W/ WITH BTWN. BETWEEN W/O WITHOUT BILK BLOCK GA. GAGE BLK'G. BLOCKING GALV. GALVANIZED PLY. PLYWOOD W.W.F. WELDED WIRE FABRIC BM. BEAM G/L CLU -LAMINATED P51 POUNDS PER SQUARE INCH BOT. BR'G. BOTTOM BEARING G/N GANG -NAIL TRUSS PSF POUNDS PER SQUARE FOOT $ AND QL HD. HOLDOWN a AT G.J. CONSTRUCTION JOINT HDR. HEADER QTY. QUANTITY X BY CENTERLINET CLR. CLEAR H.S.B. HIGH STRENGTH BOLTS Q L G.M.U. CONCRETE MASONRY UNIT HT. HEIGHT Lf) DIAMETER T COL. COLUMN HORIZ. HORIZONTAL RAD., r. RADIUS EQUAI GONG. CONCRETE REINF. REINFORCING F Pte, POUNDS, NUMBER PLATE CONN. CONNECTION I.D. INSIDE DIAMETER D. REQUIRED CONST. CONSTRUCTION REV. REVISED, REVISION CONT. CONTINUOUS IN. INCH RM. ROOM INT. INTERIOR DBL. DOUBLE J.H. J015T HANGER S.B. 50LID BLOCKING DIA. DIAMETER J5T. .JOIST SGHED. SCHEDULE D I AG. D I AGONAL JT. JOINT SECT. SECTION DIM. DIMENSION LT. LIGHT LT.WT. LIGHT WEIGHT SIM SIMILAR DP. DEEP DR -NO. DRAWING MAX. MAXIMUM "E" EXISTING M.B. MACHINE BOLT 5.0. 6. SLAB ON ORADE SPEC. SPECIFICATION 5Q. SQUARE STD. STANDARD PERMIT # /T/ _ D 6 5 - BUTTE BUTTE COUNTY DEVELOPMENT SERVICES ol �7 RECOMPLIANCE DATE -6/t:70'5 gy tilz(k4 z J[Qd z w F- W J oOL-<00==WOL 0)0cj �w Qwzz15) �_ vo=t- >y 00II,_fY zL t-<ujmooz ZyH�opK J o` �- �_z�vovj w �t-Q �zv.-1iiotL=�Q�> ul W<iL13 ZZ�O<WWW0~QF- 0 7=Tf-Pwa'Wuz 5W oQ tuZT_ :z LL io_j QZzz< zt-ap��-ovz�p�QulQ�ti� u z,j)- www-zw t Fz zWp»TI Oz4 <19a.w ZQ�Zt_6z 0OLZ}�Z!y z �uvNo=u Zo<wv<waU II� J� U �i- z .x-1-11 II Iz u i �� 0 06/30/16 ,y"Z� CIVIL � C,AL\ RANCHO ENO .JOB: 14-21-7 DRAWN BY: z GiGD.BY: -JFH DATE: OI/2-7/I5 0 O Ill i w � LA ,15' 06/30/16 ,y"Z� CIVIL � C,AL\ RANCHO ENO .JOB: 14-21-7 DRAWN BY: z GiGD.BY: -JFH DATE: OI/2-7/I5 0 O w LA ,15' Q z 0 O 0 c) 11.9C) W_jks)mm ■ �- ts) N ) .. QL u- C) L Lf) 06/30/16 ,y"Z� CIVIL � C,AL\ RANCHO ENO .JOB: 14-21-7 DRAWN BY: EAS GiGD.BY: -JFH DATE: OI/2-7/I5 REVISION: O DRAW I NO NUMBER I 8'-0" 50'-4" 27'-1y8" 15'-4y2" 7'-10%" 8'-0" 218'-6" q B S5 S5 Q,�ti OJ'1. 50'-4" PERF .. � (1311) PICAL A 6x6 DF#2 HEADER 6x6 DF#J HE ER 6x6 DF#2 HEADER I Q , cl� w w w w w w w w w w w w w w w w w w w w w w w w w w I � CO1 1 Q 1 ! I w 1 Q to om I mo o o� 'V 05� 1 w I 00 w Q 1 = �msl C 00 LL IY 1 I Ln /6x10 I N 1 QUO 26'-6" PERF - X N o 1 MASTER BEDROOM I o BEDROOM #2 I X5'� _ 1 o r W 1 00 1 �QO A 6x6 DF#2 HEADER O T- U - 0 1 I 1 HEA ERI 1 1 wwwww ww w wwwwwwwww 0 1 27r_ /2" I 3 I '-7'r 18'-1038" �OJ� =� T ,ti 1 CID7 1 01 `Q� 1 w CO 1 I 4' WIDE 10 PLYWOOD Q �22"x30" PLATFORM HVAC UNIT IN �QOCo w I ATTIC ACCESS @FAU UNIT Z i S7 IN ATTIC ATTIC i O N U- _ r a0 x \ ID I N I 2'-11Y2" co _ to 11 i I - w o I M co HALL _ I c� I O CONCRETE � 1 a I DECK I N Q %CO oo>C0 -_'( GARAGE 14� MMASTER BATHfiOFFICE /SEWING ROOM owQ w BATHQ1 W - I CLOSET 1 M I Q _ UTILITY N 1 C _ 04 Q N 00 1 U- d �_ n z I 00 1 co I N 1 O 1 1 0 0 1 31-211 z I w 1 0 1 N 1 r 1 X 00 00 1 1 6x4 DF #2 POS I 6x4 DF # 2x6 STUD WALL i WOOD BEAM TO HAV FUL 6' SOAKIN TUB i BEAM TO HAVE FULL - m ' PORCH BEARING I COATS BEARING 1 PANTRY i , CV ' !C 1 wwww wwwwww w ww w,ww ' eelw 6x8 DF #2 6x8 DF#2 HEAD 6x1 DF#1 H DER—LDN 2'-2�2" (67) Jti 1 col 1-63/4" 1 w HEADER �kNV- 3'- WOOD O n r " " r n n n n 1 Y Q I N 3 -10 2 4 -63 4 5 -83 4 16'-8" 3 -7" 3 -10 2 5'- 4Y2 1 -31 12'-23$ U- w l QUO POR�H o 1 V- CD w - e) ff 00 1� I �_ °o 1 I �_` Q 1 0 1 I &12w 1 SIMPS N HU611J`i'00 I = LIVING ROOM ,Cc (B8) = 1 \ 6x10 DF HEA DE DININGIAREA o 1 w.lwww w w�w wwwwwwwwwwww ww®wwww wwwwwwwww 1 1 w 1 6x10 DF#2 HEADER 6x10 F#2 HEADER F O _. 0 1 Q� O 1 (613) (B13) m �� w 1 y X (b -1 6'-0" -b+O 1 0 = I pG(0 1 p+00t : N+� 1 '� Q 1=1 KITCHEN 1 Q Q w 1 6-r n r n , n 9 -2 2 -0 9'-2" r_17/8 1LLCNI =1 co 0 1 1� ( m o M I N I T X OO~ °1 w o o (B13) I (66) TYPICAL 1 _ 6x12 DF# HEADER 6r 8 DF#2 HEADER �, 6x8 F#2 6x8 DF 2 HEADER 6x8 DF#2 HEADER I'�, 1 J ti O Q 1 r HEA ER � G OLO �Q�oF j w r. �� 4'-53 rr r_ ,r r_ r, D 10'-51 r. ( 7f-1 5'-105 .r �2�J 6'-113 „ Q� w 1 �+ 0 8 -0 �4 3 4 3 4 28'-0" PERF �g �g �8 4 -o �+ oC , w 1 QO 1 = Q I = 1 O N 1 � p ILL r 1z8xl2 WOOD PORCH ,�o I Q,�o ,�o lb Q,�o Quo I X 1 A00 CA C O(B5) TYPICAL - \Q 2 HEADER 8x12 DF#2 HEADER 8x12 DF#2 HEADER 8x1 DF#2 HEADER 8x12 DF#2 HEADER 8x12 DF#2 HEADER 8x12 DF#2 HEADER 8x12 D #2 HEADER wwwwwwwwwww wwwwwwwwwww wwwwwwwwwwww www wwwwwww wwwwwwwwwwww wwwwwwwwwww wlwwwwwwwww wwwww www w S7 8'-0" 8'-4" 8'-4" 8'-4" 8'-8" 8'-411 8'-4" 8'-0" � i STRUCTURAL FLOOR PLAN SCALE: 1/4" = 1'-0" PERMIT# /'5- - U Co 5 - BUTTE COUNTY DEVELOPMENT SERVICES r 3 / COMLNd PIACE DA i -- Z O UJ U) z U w O 0 CV W N 'q- Q 0 O O O Z �t r N I N r Z z 00 Vz z C7 _J W W cn¢ `"� oz pm v J p 0wwW Ze �_ ~ � as W Ii W '-L) _ M< J a 06 o O O��o r QZ'0w ��'� ti W J vC-6>-RoLo o o 2 .6 CL c) Ell Qz w~ gLo N q W CL LLI HoN� E w _ r U J UW) N ~W m Q � J o� W U � O C JIM SPURLOCK These documents and their contents are the property of Jim Spurlock, and are protected under Federal Copyright Laws. Jim Spurlock maintains ownership of such and all rights and privileges. These documents to be used for this project only. Any changes to these documents, regardless of how minor, without the written approval of Jim Spurlock, or any construction executed from these documents without review and approval of all equipment and materials, or any change of scope, design or intent for any reason, by any person or entity other than Jim Spurlock, shall automatically render Jim Spurlock their employees, and their principles, harmless to any liability claims, suits, or litigation by any interested parties in the project. 0 Z W Q W n 0100-0 W O O 0 J IL C J O IL U W Q Cf) W >- n m . cn OC � W Q � O o � � z W z d' oa0 SHEET S1R F E CAI All DI Al rin1 /_ill (t54) I T r. HUC48 TO COLUMN EACH END 81-011 y 8'-411 8'-411 8'-4" I 8'-811 8'-411 le 8'-811 8' - BASEMENT AND FOUNDATION PLAN £CALE : 1/4" = 1'-0" j �-6 3. CONTINUOUS FOOTINGS TO BE MIN. 12" WIDE x 12" DEEP (INTO UNDISTURBED SOIL BELOW ADJACENT GRADE) WITH A MIM. OF 1 - # 4 REBAR TOP AND BOTTOM, UNLESS NOTED OTHERWISE. 4. ALL PAD FOOTINGS LARGER THAN 24" SQUARE TO HAVE #4's BARS @ 8"o.c. EACH WAY, 3" CLEAR AT BOTTOM. 5. CONCRETE SLABS TO BE MINIMUM 4" THICK WITH #4 REBAR @ 24"oc . CENTERED IN SLAB, PLACED OVER 2" SAND, O/ 10 MIL VAPOR BARRIER AND 4" CLEAN GRAVEL. 6. PROVIDE MIN.Y2" 0 x10" ANCHOR BOLTS PER SCHEDULE 3"x3"x0.229" PLATE WASHERS @ 6'-0"oc MAX THROUGH MIN. 2 x P.T.D.F. SILL PLATES AT ALL PERIMETER AND BEARING WALLS AND AS NOTED AT SHEARWALL LOCATIONS. PROVIDE A MIN. OF TWO BOLTS PER SILL AND ONE BOLT WITHIN 6" OF END OF SILL. 7. MAINTAIN MIN. 6" CLEARANCE BETWEEN WOOD AND EARTH, TYPICAL. 8. ALL REINFORCEMENT, HOLD DOWNS, AND BOLTS SHALL BE TIED IN p 4 PLACE PRIOR TO THE FOUNDATION INSPECTION - a •� r c� -G r PERMIT # �' , BUTTE COUNTY DEVELOPMENT SERVICES REVIEWE° FOR C(��COMPLIANCE DATE 11a BY CA) z O U) w w 0 O z m Z (j Z Z V5Q E W �� llJ� K� V 1'�, W e 11 Z 2 z 0 111 0- ® z� �_ 2 E U E- Q t� W 5. Q J J 00 C LL Q CD C-) mZmu > 1 o O ¢Z ow w(V:,)- W U -a >- R o In v Z a. OQ '0' � 1-z 06 a M QZ Q U-1 Lf) C') O Ng -J"-E w - W W P CJJ ~ Q cm Z ~LU 2 O ^-1 LL <� JIM SPURLOCK These documents and their contents are the property of Jim Spurlock, and are protected under Federal Copyright Laws. Jim Spurlock maintains ownership of such and all rights and privileges. These documents to be used for this project only. Any changes to these documents, regardless of how minor, without the written approval of Jim Spudock, or any construction executed from these documents without review and approval of all equipment and materials, or any change of scope, design or intent for any reason, by any person or entity other than Jim Spurlock, shall automatically render Jim Spurlock, their employees, and their principles, harmless to any liability claims, suits, or litigation by any interested parties in the project. Z 0 0 L� 0 LLJZ 0 AO Fill U— e Q LLM Z e Re LJ W OL LAM ttr�Lf) 4m LIJ 4p. `� Q '® CO no V 0 to UJ CD SFIEET11"*0' S2 40'-0" 28'-8" 14'-8y2" 13'-11y2" 9 1/2" DEEP 1.5E LVL RIM BROAD __q E:c 00cn --------------- N I _Cq ------ n Ac) mC�— N ----------- ----- c�nD bo -4— — - > A �_P�__ m D cn _ -o O USD x -v ■ O < _— v m BANGOR CA 95914 �mma�o2dm 519-3844 r W N = 4 = CD o 3 ; �y - .�. m cfl dp O boO mdN KH m m c 3 m �� �.ss��am� ����� 00 O - - JOB #14117 PRELIMINARY 12-25-2014 QN ~ CO T Zn o =0 1 � o X m O = D o it r O rn �o — O 4CO omo = c- m 0 1.5E LVL RIM BROAD = Z � r m O `O m 11'-8" 9 1/2" DEEP 1.5E LVL RIM BROAD -- --------------- N I _Cq ------ n Ac) -------- N ----------- ----- c�nD �v�z�ym��y�-�� — - . A COMPLETE AUTOCAD BUILDING DESIGN m 66 DARMY 0 Km% Dam�amm$msa3a- -o RESIDENTIAL & NON-RESIDENTIAL TITLE 24 ENERGY REPORTS -v ■ o m 3 o -' m E a-3mo<cm�.am RESTAURANT & COMMERCIAL KCI CHEN DESIGN � �o iii �a 225E(53 PKWYILLE CA 95916 N m BANGOR CA 95914 �mma�o2dm 519-3844 4 = CD o 3 ; �y - .�. m cfl dp O FLOOR FRAMING PLAN mdN KH m m c 3 m �� �.ss��am� ����� 00 O - - JOB #14117 PRELIMINARY 12-25-2014 ^' c0 -n I o =0 c0 -n m DATE o it r O O m = Z 9 1/2" DEEP 1.5E LVL RIM BROAD = Z � r m O `O m G) c— m _ 70 9 1/2" DEEP 1.5 L RIM BROAD cn 7o n rn o c0 W 0Cq , V -J. D O 9 1/2" DEEP 1. LVL RIM BROAD O 0 I ::� D _. D 9 1/2 DEEP 1.5E LVL RIM BROAD -Zi 55 P Om U< 9'-8y2' �_55/8�� z� c o N cn _ m � U) = �� 00 I o �o co_ cn o = 0 Z� c_ O �o o 1 91/2" DEEP 1.5E LVL RIM BROAD 9 1/2" DEEP 1.5E LVL RIM BROAD 0 m '• GIL o 3 Sao �� -- �Qm.3m�m�w-Oo�m !� �E w'3c�m'c���m5C3. .3m ��� PLAN DESIGNED & PERPARED BY JIM SPURLOCK DESIGN - �v�z�ym��y�-�� A COMPLETE AUTOCAD BUILDING DESIGN 66 DARMY 0 Km% Dam�amm$msa3a- - RESIDENTIAL & NON-RESIDENTIAL TITLE 24 ENERGY REPORTS ■ o m 3 o -' m E a-3mo<cm�.am RESTAURANT & COMMERCIAL KCI CHEN DESIGN � �o iii �a 225E(53 PKWYILLE CA 95916 BANGOR CA 95914 �mma�o2dm 519-3844 4 = CD o 3 ; �y - jimspurlockdesign@gmail.com FLOOR FRAMING PLAN mdN KH m m c 3 m �� �.ss��am� ����� - - JOB #14117 PRELIMINARY 12-25-2014 o =0 NO. DATE REVISION SCALE: 1/4" = V-0" V-600@ 8 1/2" RIDGE VENT 20 SQ. IN. NFVA PER LN. FT. ATTIC VENTILATION SCHEDULE — LOW ROOF H'GH ROOF=2000SQ. FT. AMC AREA X 144 = AREA N 11400, RE011fnED FCR HO VENT AM FOR LOW OT MMIATINS SEPARATlr. Y Z O VENTILATION VENT NUMBER LOCATION REQUIRED TYPES REQUIRED 288000 SQ. IN. /300= COR -A -VENT V-600 8 1/2" 20 SQ. IN. (1) RIDGE VENT 960 SQ.IN. HIGH VENT REQ. N.F.V.A. PER L FT* x 50 FT = 1000 SQ. IN. CONTINUOUS BACK ROOF 288000 SQ. IN./300/2= (10) RV50 METAL VENTS 50 SQ IN (N.F.V.A.) LOW VENT 480 SQ.IN. LOW VENT REQ. X 10 = 500 SQ IN. R(7) FRONT ROOF 288000 SQ. IN./300/2 VSC2120 SOFFIT VENTS 96 SQ IN (N.F.V.A.) (5) SOFFIT VENT 480 SQ.IN. LOW. VENT REQ. X 5 = 480 SQ IN. VSC2120 VENT CALCULATIONS BASED ON U.B.C./ C.B.C. sec. 1505.3 • FREE VENT AREA MUST BE VERIFIED W/ MANUFACTURER'S SPECIFICATION OF VENT USED. O BOTTOM CHORD 10 PSF 20 PSF NOTES: 1. TRUSS MANUFACTURER TO DESIGN ALL TRUSS TO TRUSS CONNECTIONS. 2. (DESIGN DRAG TRUSSES TO TRANSFER GIVEN LOADS AS SHEAR FROM TOP TO BOTTOM CHORDS. 3. OMIT 4. LIGHT METAL PLATE CONNECTED WOOD ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE MORE CRITICAL OF THE LOADS AND TO LIMIT DEFLECTIONS AS FOLLOWS BELOW. TRUSSES SHALL BE CAMBERED. CAMBER OF THE BOTTOM CHORD OF THE TRUSSES SHALL BE AS FOLLOWS BELOW. THESE REQUIREMENTS ARE IN ADDITION TO THOSE OF ANSI/TPI 1. CAMBER DEFLECTION SHALL EQUAL DEAD LOAD DEFLECTION. VERTICAL DEFLECTION LIMITATIONS DEAD LOAD DEFLECTION SHALL BE NOT GREATER THATN Ls/240 LIVE LOAD DEFLECTION SHALL BE NO GREATER THAN Ls/360 IN NO CASE SHALL 50% DEAD LOAD PLUS 100% LIVE LOAD VERTICAL DEFLECTION BE GREATER THAN 0.50 INCHES. HORIZONTAL DEFLECTION LIMITATIONS IN NO CASE SHALL 50% DEAD LOAD PLUS 100% LIVE LOAD HORIZONTAL DEFLECTION BE GREATER THAN 0.75 INCHES. ROOF NOTES A. REFER TO GENERAL NOTE SHEETS FOR TYPICAL REQUIREMENTS AND SPECIFIC DESCRIPTION OF MATERIALS. ROOF PLAN KEYNOTES ❑1 OUTLINE OF WALL BELOW EDGE OF ROOF OUTLINE. 3] ALL PLUMBING VENT STACKS SHALL BE RUN TO ONE INCONSPICUOUS PENETRATION LOCATION. LOCATE BEHIND RIDGE LINE RFASCIA & BARAGE BD. TO BE 8" WIDE "HARDIBOARD" j� OWENS CORING 20 YEAR CLASS "B" OR BETTER FIRE -RETARDANT COMPOSITI01' SHINGLE ROOF TILE 0/ 15# FELT OWENS CORING - V-600 8 1/2" RIDGE ROLL RIDGE VENT RV50 STATIC VENT by GIBRALTAR BUILDING PRODUCTS �8 VSC2120 CONTINIOUS SOFFIT VENT by GUNTER MFG Q 26 GA CONT. METAL GUTTER 10 ROOF SHEATHING SHALL BE 15/32" CCX PLYWOOD OR 15/32" O.S.B. SHEARING NAIL W/ 8d @ 6"oc EDGES 12"oc FIELD 'TIC, DRAWINGS BE SUBMITTED NAL FRAMING SHALL CONFORM -ATE CONNECTED TEEL METAL WITH ASTM A -IE STRUCTURE IS SHALL USE UVUULHJ rIN-1-MM-I-1 LUMM-M Z)rtAL.Z) rUm Wr HIVU OUIIVM kr1VML)3. 8. THE MANUFACTURER SHALL RETAIN THE SERVICES OF A QUALIFIED LICENSED ENGINEER TO DESIGN THE TRUSSES AND THEIR HANGERS AND SUPPORTS. HE SHALL SIGN AND SEAL THE TRUSS DESIGN AND PLACING DRAWINGS. THE TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE ADEQUACY OF THE DESIGN. 9. THE MANUFACTURER SHALL HAVE A QULAITY CONTROL INSPECTION AGENCY, APPROVED BY THE BUILDING OFFICIAL, ATTEST TO THE TRUSSES MANUFACTURE IN ACCORDANCE WITH THE ICBO APPROVAL FOR THE METAL PLATE CONNECTORS. 10. THE MANUFACTURER SHALL DESIGN FOR AND SPECIFY ALL FASTENERS, HANGERS, AND HARDWARE THAT SUPPORT THE TRUSSES. 11. INSTALLATION OF TRUSSES IN THE STRUCTURE SHALL BE IN ACCORDANCE WITH THE MORE RESTRICTUVE OF THE MANUFACTURER'S DIRECTIONS OR THE CONSTRUCTION DOCUMENTS. 12. BRACING, BRIDGING, AND BLOCKING OF THE TRUSSES SHALL BE IN ACCORDANCE WITH THE MORE RESTRICTIVE OF THE MANUFACTURER'S DIRECTIONS OR THE CONSTRUCTION DOCUMENTS. 13. EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED, OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD. A. IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. B. THE DESIGN LOADS. C. THE DESIGN SPACING OF THE TRUSSES. 14. TRUSSES SHALL BE CAMBERED TO RELIEVE LOADING ON NON—BEARING PARTITIONS. 15. TRUSSES SHALL BE DESIGNED TO ALLOW FOR LETTING IN OF OUTLOOKERS AND OTHER CALLED OUT FRAMING PER PLANS. PERMIT'v /'3 / S ~ 0 S `� BUTTE COUNTY DEVELOPMENT SERVICES FiEVEWED FOR C D I MPLIANCE DATE 61 -7115 - BY C� P. Z O U) W W Q O Z r O N N r z �- Z m QWozo .I EL ® � W LU Zoaf= E F0 W ¢ LU a_ UCo: � 5 0f Q J J ` 00 ' CMrn `p. ML °�0�� ❑ O O i QZ0UW tr�� ~ WU (� od � Lo v Oc9 r =� z.6o'_M Iz W �j� W N¢ t j`�t` W r ❑ Z J U) N N o' '— --I g v, LU O �C1 JIM SPURLOCK These documents and their contents are the property of Jim Spurlock, and are protected under Federal Copyright Laws. Jim Spurlock maintains ownership of such and all rights and privileges. These documents to be used for this project only. Any changes to these documents, regardless of how minor, without the written approval of Jim Spurlock, or any construction executed from these documents without review and approval of all equipment and materials, or any change of scope, design or intent for any reason, by any person or entity other than Jim Spurlock, shall automatically render Jim Spurlock, their employees, and their principles, harmless to any liability claims, suits, or litigation by any interested parties In the project. J V UJ UJ a� LL. 0 .. O LLM LL.. Z LLJ• LJ Q Ap SPA r L1_ L LLJ 0 UJU La O ji: (0 LLJ SHEET 11 TRr=Anc n Q 1/�)" = R' -A 1/7° Alt SCALE: 1/2" = 1'-0" 4 5 S8 S8 _ I I I 12 -" 6 12 7 S7 3 1 �� EXTERIOR SOFFITS: 24" WIDE HARDISOFFIT--___ D CEDAR GRAIN 8"x & SHIPLAP-IEDGED 'LOUISIANA PACIFIC' ABT SIDING OVER 8" PLYWOOD OR 8" O.S.B.O/ 15# FELT - i9l R-19 BATT INSULATION 2x6 STUDS @24"oc 1/2" DRYWALL R-19 BATT INSULATION =0= I I I I I I I I I I I 10 i I S6 I I I I I I I I I I l I I I I PRE -FAB ROOF TRUSSES @ 24"oc,—,/ �- �az 4 1/2" DRYWALL S\ 7 / —OWENS CORING - V-600 8 1/2" RIDGE ROLL RIDGE VENT OWENS CORING 20 YEAR CLASS "B" OR BETTER FIRE -RETARDANT COMPOSITION SHINGLE ROOF TILE O/ 15# FELT 15/32" CDX PLYWOOD OR 12 15/32" O.S.B. SHEATHING �6 R-19 BATT INSULATION 2x6 STUDS @24"oc 1/2" DRYWALL 23/32" T & G PLYWOOD OR 8 23/32" T & G O.S.B. 6 S7 S7 9 1/2" TJI FLOOR JOIST @16"oc I I I I I I I I D I S5 I I ------------------------------------------- I I I I I I I I I I I I I I I I I I I I t � BUILDING SECTION PRE -FAB ROOF TRUSSES @ 24"oc__,/ EXTERIOR SOFFITS: 24" WIDE HARDISOFFIT CEDAR GRAIN 8"x J" SHIPLAP-EDGED 'LOUISIANA PACIFIC' ABT SIDING OVER 8" PLYWOOD OR " O.S.B.O/ 15# FELT - SCALE: 4" = 1'-0" RV50 STATIC VENT by GIBRALTAR BUILDING PRODUCTS �2� 26 GA GUTTER %" EXT. PLASTER 0 METAL LATH 0/ 2 LAYERS GRADE D PAPER 0/ 8" STR PLYWOOD OR 8" O.S.B. o SHEATHING I I I I I I I I I S6 p 00 12 ------OWENS CORING 20 YEAR CLASS "B" OR 16 BETTER FIRE -RETARDANT COMPOSITION SHINGLE ROOF TILE O/ 15# FELT 15/32" CDX PLYWOOD OR 15/32" O.S.B. SHEATHING SECTION THRU BREEZEWAY 4 5 S8 S8 I I PRE -FAB ROOF TRUSSES @ 24"oc.—./ . 4" = 1'-0" SCALE. S5 ----OWENS CORING - V-600 8 1/2" RIDGE ROLL RIDGE VENT OWENS CORING 20 YEAR CLASS "B" OR BETTER FIRE -RETARDANT COMPOSITION SHINGLE ROOF TILE O/ 15# FELT 15/32" CDX PLYWOOD OR 12 15/32" O.S.B. SHEATHING 16 RV50 STATIC VENT by GIBRALTAR BUILDING PRODUCTS 2x6 STUDS @24"oc 1/2" DRYWALL 4" MIN. CONCRETE SLAB W/ #4's @ 24"o.c. EA WAY O/ 10 MIL VAPOR BARRIER 0/ 2" CLEAN SAND 0/ MIN 2" CLEAN WELL GRADED CRUSHED ROCK OR GRAVEL (3/8" MIN. TO %" MAX. SIZE) SECTION THRU GARAGE SCALE: 4" = 1'-0" EXT. PLASTER 0 METAL LATH -d O/ 2 LAYERS GRADE D PAPER 0/ 8" STR PLYWOOD OR a" O.S.B. SHEATHING PERMIT # E COMPNCOD LLIACE DAT C113 BY_C1^_J Z O W W Q D O Z r O N 1 L0 N 1 N r z ZU) LUof UJ 0~O0 m U Z O..(9 LLI Lu z ;; COA ® ZpWV M E W co LU ¢ ��rnll iLU U4 V , 0 mZa¢ JM.0 � I Cl) O00:E0 0 O oLU W T- - M 0 r r J o��� P<w6 �S - =1 r D1— Zas a- co QZ WF' W hQ04LU W N U) a- �F~I N O O © JIM SPURLOCK These documents and their contents are the property of Jim Spurlock, and are protected under Federal Copyright Laws. Jim Spurlock maintains ownership of such and all rights and privileges. These documents to be used for this project only. Any changes to these documents, regardless of how minor, without the written approval of Jim Spurlock, or any construction executed from these documents without review and approval of all equipment and materials, or any change of scope, design or intent for any reason, by any person or entity other than Jim Spurtock, shall automatically render Jim Spurlock, their employees, and their principles, harmless to any liability claims, suits, or litigation by any interested parties in the project. cn Q UJ W Q ■ Z O F_ ■ LLJ W r U) ui . ®� E� 0) �, Cl LJ O 1V4qt Y.L SHEET S5 /-�- 2xF IRTIA 111F"nr. /_� 2xF STUDS 016"mac EXT. PLASTER O/ METAL 16d @ 8"oc BOTTOM PLATE %$" EXT. PLASTER O/ METAL 16d @ 8"oc BOTTOM PLATE LATH O/ 2 LAYERS y 2" LATH O/ 2 LAYERS 8x8 PTDF POST GRADE D PAPER ,., T&G PLYWOOD GRADE D PAPER 4" T&G PLYWOOD - 2x6 TEAK DECKING $" STIR. PLYWOOD OR 8" STIR. PLYWOOD OREDG2x8 BLOCKING " Z VEDGE 3" O.S.B. SHEATHING $ NAIL rr A35 s @ 8 -0 oc(UNO) a O.S.B. SHEATHING NAILEDGE 3" 2 - A35's @ EA BLK 2x10 TRIM BOARD X EXTERIOR FINISH SEE 3/8 PLY U) > PER S.W. SCHED - 7 1"x22" METAL VENTS 6'-0"oc z 4x8 GIRDER ELEVATION W RIM JOIST EXCEPT IN SHEAR WALL _ 2x6 @ 16"oc SEE PLAN SEE PLAN PANEL SEE PLAN SIMPSON Z Z 2 HUCQ410-SDS 2x6 SILL PLATE 26 GA FLASHING #4 REBAR - °0 26 GA FLASHING #4 REBAR - �` 00 _� 2x6 JOIST @ 16"oc W/ E.N. W/ 16d @8"oc 16d TOENAILS @ 9"oc ! 16d TOENAILS @ 9"oc ��� SIMPSON HB26 HANGERS r- DECKING PER , 1 FLOOR JOIST -V I _� PLAN' SEE PLAN 2x6 PTDF SILL PLATE __, -- -- 2x6 PTDF SILL PLATE---� SIMPSON CB88 JOIST PER ���' LVL RIM W1-1" 0 x 10" A.B. @ 6„0"oC __� � � ! ; � - = � ' W/ z" 0 x 10” A.B. @ 6'-0"oC T PLAN U.N.O. W/ 3x3 x.229 PLATE 6 ' z U.N.O. W/ 3x3 x.229" PLATE 6" z Y � , A35 48 oc @ WASHER WASHER o HANGER PER, , ° - PLAN r #4 REBAR C° #4 REBAR � 2x6 P.T. LEDGER W/ DBL TOP PLATE Q J - (2) SDS 25412 TO RIM o r IN JOIST @ 16"oc 2x CRIPPLE WALL 12" MIN 12" MIN 18" SQ. _ 1 JI E.N. 2x PT SILL PLATE 1 /2"f?J x 10" A.B. 2 - #4 CONT. 8" CMU BLOCK - MEDIUM p z 1 - PERIMETER FOOTING 2 PERIMETER FOOTING VENTING 3 DECK FOOTING SCALE :1 - 1-0 SCALE :1 - 1 -0 SCALE :1" = V-0" 2x6 STUD @ 16"oc , EXT. PLASTER O/ METAL WT. SOLID GROUT LATH O/ 2 LAYERS---- fm = 1500 psi 6x6 POST 2x4 STUD GRADE D PAPER ao Fs = 20000 psi + 2x4 PTDF W/ 20d SHOT /8" STR PLYWOOD OR 11 ----EDGE NAIL c" ) W TOP STEM #4 @ 24"oc SIMPSON CB66 PINS @ 12"oc 8" O.S.B. SHEATING a HORIZ. BARS NAIL PER S.W. SCHD GARAGE SLAB p 4" CONC SLAB 4" CONC SLAB 26 GA FLASHING TOP STEM #5 @ 24"oc SEE PLAN SEE PLAN - VERT BARS #4 CONT a _ _AQ l 2x6 PTDF SILL PLATE _ i� li ! 00 0 cv I- =- =� 0 - 1n n r " W/ -1 O x 10 A.B. @ 6 -0 oC z_ ��l� ll- _ W V—' O D U (� v� o _ — , o _ #4 @ TOP &BOTTOM (U.N.O.) W/ 3x3 x.229" PLATE °° �` Lu Q W w WASHER Z - BOTTOM STEM z F- w0 Q W� o w Z Y� w `° (5) #4's @ TOP & BOTTOM < #4 CONT REBAR #4 @ 24"oc EL o a a oo J� 0 co - -' - M - EA WAY ti 4'-0" SQ 1_ rr TOP AND BOTTOM HORIZ. BARS U 0 O aw o rn oI o Z� Z w U O o 1 0 � - BOTTOM STEM � � w� N Z �� 16" MIN 00 #5 @ 8 oc W ¢ LIJ VERT BARS 10 ir Z (� _J w 04 C) ° 2O Q 2g CO oW W _ a H SLAB AND REINF. O IN BASEMENT POST STAIR � WEAL 1' FOOTING PERIMETER FOOTING GARAGE @ � °0 SEE PLAN LTEFOOTINOG SCALE: SCALE :1" = 1'-0" © JIM SPURLOCK These documents and their contents are the property of Jim Spurlock, and are protected under Federal 0 Copyright Laws. Jim Spurlock maintains ownership of such and all rights and privileges. These documents to be used for this project only. Any changes to these documents, regardless of how minor, without the written approval of Jim Spurlock, or any construction executed from these documents 8x8 POST without review and approval of all equipment and materials, or any change of scope, design or intent _ - o for any reason, by any person or entity other than Jim Spurlock, shall automatically render Jim Spurlock, SIMPSON AB44 W/ 1"0 x7" A.B. 2 _ their employees, and their principles, harmless to any liability claims, suits, or litigation by any interested in the parties project. 4" CONC SLAB C° SEE PLAN -#4 @ 24"oc TOP &BOTTOM P - - -- #4 CONT HORIZ. AS SHOWN V-3" 3'-3" 7r EMMA LU (4) #4 @ BOTTOM 21„ SQ 4'-6" EA WAY Willi 7 POST FOOTING 8 ltl® SCALE: 1" = V-0" SCALE :1" = V-0" SCALE :1" = 1'-0" SCALE :1" = V-0" NOTE : PUT CROSSTIE UJ W/ EA STIRRUP OR TIE ALT. 135"' BENDS. 31_ SLEEVE WALL OR FOOTING AS READ _0 0 6d FOR #3 THRU #5 12d FOR #6 THRU #8 ��� LU 0 FOR PIPE " 4" MIN �ba ��%MIR�Ap r ft R 8 ES NOTE R 8 ES NOTE CORNER BARS MAY SEE DTLS FOR REINF BE USED INSTEAD OF SIZE & SPACING. HOOKS. CLR MIN) (1 Q 2 ADD (2) #4 1 90� BEND 135 BE � 6d MIN TYP CROSSTIE ■ UJ 24-L 24" a • 1 VERT (2) VERT o TIM BAR TRIM BARS 2" CLR Z MIN U — - 1 4» MIN C:± LO I Cn a a N a J N F/z1' Z U. V - �- aJ, v aJ e a n a q _ .:i J .1 •• o , a. J 1' 6„ 6" ., - — ----------- -- ------- --------- -- ----- MIN M I N o _ J 135" <LHOOK <L w /SEE TYP S IE ALT BENDS I12" HOOK �2" CLR 8" = '�, o 0 6d MIN p 3 MINLU T co = R 2d MIN MIN { CORNER INTERSECTION END CORNER INTERSECTION END 2 6" 6" ; ,=� QP S 0 2 d � o t PLAN PLAN TYP TIE TYP STIRRU SHEET 1 1 TYPICAL REINFORCING LAPS IN CONC WALL 12 TYPICAL REINFORCING LAPS IN FOOTING 13 PIPE AND TRENCH TYPICAL STIRRUP, TIE HOOKS & BENDS `�- SC PERMIT# / 5 ' " NO SCALE NO SCA NO SCALE NO SCALE O CODNrCOMPLIANCE DAT ROOFING - SEE PLAN NOTCH TOP OF EDGE NAILING 2x BLOCKING �" CDX PLYWOOD OR �" O.S.B. SHEATHING z 2 GABLE TRUSS 1\". OVERHANG OBTAIN APPROVAL OF PER PLAN BACKSPA 2'- METAL BAFFLES - 1" MIN CLEAR TRUSS MANUFACTURER. 10d @ 6" OC CANOPY TRUSSES @ 24"oc INSULATION - SEE ENERGY NOTES 2 16d () PRE-FAB TRUSSES zo 2 x BLOCKING @ 24"oc ,���__� Cn EDGE NAIL 10d 6" OC + + �� > METAL GUTTER SIMPSON SON H1 TO EA TRUSS � �')%' �� EDGE NAILING + + 2x BLOCKING - w 2x4 LEDGER W/ a" 0 x 3" � �` '�� SIMP L50 @ 16" O.C., EA BAY LAG BOLT TO EA. STUD ' TOP PLATE OF WALL TO 2x4 @ 24"oc BOTTOM CHORD OF TRUSS HEADER BEAM \-� W/ SIMPSON HB24 (NOT SHOWN) SEE PLAN ._---EDGE NAIL 26 GA METAL 2x4 FLAT @ 24" O.C. EXTERIOR SOFFITS: FLASHING - MFRD TRUSSES ++ 24" WIDE HARDISOFFIT METAL GUTTER 2x6 STUDS PER PLAN 3 - 16d EA TRUSS - @ 16"oc 8x12 BEAMHARDIPLANK FASCIA BID INSULATION - SEE EDGE NAILING 2x BLOCKING 8x8 PTDF POST EXT. PLASTER O _ ENERGY NOTES 2x4 BRACE @ 8 FT. O.C. _. METAL LATH O/ 2 LAYERS w GRADE D PAPER 15# FELT EXT SHEATHING - SEE ELEVATION $" STR. PLYWOOD OR (BLOCK ALL PANEL EDGES) GBC EACH BRACE _ $" O.S.B. SHEATHING Od CANOPY ROOF DETAIL ROOF SOFFIT DETAIL 3 SHEAR TRANSFER @ GABLE WALL (TRUSSES) ^ HEADER BEAM @ HALL 4 Z SCALE :1" = 1'-0" SCALE: 1" = 1'-0" NO SCALE - OMIT IF NO GABLES ON PROJECT SCALE: 1"=1'-0" 4'-0" ROOFING - SEE ELEVATIONS 40 15/32" CDX PLYWOOD OR CAN TRUSSES 24"oc CEILING JOISTS, OR BOTTOM TRUSS CHORD 15/32" O.S.B. SHEATHING O SIT ON TOP PLA`FE - METAL BAFFLES - SHEAR BAFFLE EA ,AT FOR 2x- NAILER - 1" MIN CLEAR CANOPY ABOVE PE RF. WALL INSULATION - SEE ENERGY N TRUSS BLOCKING l FLOOR BEAM 12 16d NAI EACH ( ) @ 2" HIGH x 20" LONG OPENING l j SEE PLAN SIDE OF TO LATE FOR VESTALATION _ _ "� 0 � SPLICE 1- W U)C7 a o `o-- CCQ66SDS2.5 W o z a Q aLU ROOF PRE-FAB Z Hw 'Cf U ca a oQ a M JU ADHERE INSULATION TRUSS @24 oc 6x6 POST Q yrs m � � � � o.� O o W o TO GYP BD PANEL - p 115 _ w J UZ ;��� REMOVABLE GYP BD PANEL ADHEREDC� EXTERIOR SOFFITS: VSC2120 CONTINIOU Z 0,0,_ o L- ry Z OR M TO 3/4" PLYWOOD PANEL 24" WIDE HARDISOFFIT SOFFIT VENT by GUN ER u� a �' w w N CEDAR GRAIN 8" x 16" SHlPLAP-EDGED MFG �- p �z 9 a CN WHITE ENAMEL ALUMINUM T-GRID 'LOUISIANA PACIFIC' ABT SIDING OVER $" - Q �o ~ w PLYWOOD OR 8" O.S.B.O/ 15# FELT - a °W ATTIC ACCESS 6 TYPICAL TOP PLATE SPLICE 7 FRONT WALL Q FLOOR BEAM DETAIL V SCALE :1" = T-0" SCALE :1" = 1'-0" SCALE :1" = 1'-0" SCALE :1" = 1'-0" © JIM SPURLOCK These documents and their contents are the property of Jim Spudock, and are protected under Federal Copyright Laws. Jim Spudock maintains ownership of such and all rights and privileges. These documents to be used for this project only. Any changes to these documents, regardless of how minor, without the written approval of Jim Spudock, or any construction executed from these documents ROOF SHEATHING without review and approval of all equipment and materials, or any change of scope, design or intent for any reason, by any person or entity other than Jim Spurlock, shall automatically render Jim Spudock, their employees, and their principles, harmless to any liabhity claims, suits, or litigation by any interested parties in the project. 2 x BLOCKING EDGE NAIL— 9 1/2" DEEP 1.5E LVL RIM BROADco SIMPSON TO EA TRUSS 16d's @ 6„oc IUS1.18/9.5 HANGER tlt> LM 9 1/2” TJI JOIST 16"oc LJ DGE NAIL UJ - 2x6 STUDS @ 16"oc SHEAR PLY PER PLAN 10 FRONT WALL 1 '� UJ SCALE .1 - 1-0 SCALE :1" = 1'-0" SIMPSON HOLD DOWN PER PLAN 's LAM 16d@ 4/' oc 2x8 JSTS @ 1611 oc EN UJ A35's 16'bc EN ------- _--- @ RIM JOIST SIMPSON CNW & ALL M a 9 16d TOENAILS @ 16"0c THEADS_ UJ -,r- C) C) � EN _< SIMPSON SSTB z LO ----i--- PER PLAN bo 2x6 PTDF SILL PLATE- W/.1"0 x 10" A.B. @ 6'-0"oC- (U.N.O.) W/ 3x3 x.229" PLATE-1 j WASHER 4 < i--- Z Q�,QFES a O NOTE: PLATE WASHER N to TO BE INSTALLED •7.1 WITHIN 1/2" OF SHEAR PLY SIDE OF PLATE 12" MIN "' Al SHEET S`7 BRACED PANEL DETAIL SCALEArr = 1.4• = SCALE :1" 1'-0" SCALE :1" = 1'-0" SCALE :1" = 1'-0" Burn COUNTY DEVELOPRAENTSERX/1 CODNrCOMPLIANCE DAT OO 6*), 4 d EADER 64O ROUGHED OPENING NDOW OPENING. OVER SILL AND JAMB FLASHING STRIPS PER MANUFACTURER'S PS 2" BELOW THE SILL STRIP AND EXTEND REQUIREMENTS. APPLY CONTINUOUS BEAD OF SEALANT TO TIHE FACE BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON EACH SIDE OF THE OPENING. APPLY SUCCESSIVE LINES OF HEADER H S IS REQUIRED >1/3 STUD Xl\\ J ND STRIP IkBOVE THE LOWER EDGE OF THE OF THE WINDOWS TOP FLANGE. ATTACH THE HEAD FLASHING BUILDING PAPER OVER JAMB AND HEAD FLANGES, LAPPING ST2215 W/ 6) WIDTH RIJST-RESISTANT STAPLES. HEADER, TOP OF WINDOW OPENING. OVER THE WINDOW FLANGE. THIS IS ANOTHER STRIP 12" WIDE WITH EACH COURSE. PAPER SHOULD RUN CONTINUOUSLY OVER DBL TOP A 2" MINIMUM LAP BEYOND THE JAMB STRIPS. HEAD WITH NO SPLICES ABOVE WINDOW. LF Z OO 6*), 4 d EADER 64O ROUGHED OPENING NDOW OPENING. OVER SILL AND JAMB FLASHING STRIPS PER MANUFACTURER'S PS 2" BELOW THE SILL STRIP AND EXTEND REQUIREMENTS. APPLY CONTINUOUS BEAD OF SEALANT TO TIHE FACE BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON EACH SIDE OF THE OPENING. APPLY SUCCESSIVE LINES OF HEADER WIDTH REQUIRED >1/3 STUD HE J ND STRIP IkBOVE THE LOWER EDGE OF THE OF THE WINDOWS TOP FLANGE. ATTACH THE HEAD FLASHING BUILDING PAPER OVER JAMB AND HEAD FLANGES, LAPPING ST2215 W/ 6) WIDTH RIJST-RESISTANT STAPLES. HEADER, TOP OF WINDOW OPENING. OVER THE WINDOW FLANGE. THIS IS ANOTHER STRIP 12" WIDE WITH EACH COURSE. PAPER SHOULD RUN CONTINUOUSLY OVER DBL TOP A 2" MINIMUM LAP BEYOND THE JAMB STRIPS. HEAD WITH NO SPLICES ABOVE WINDOW. Z PLATE -IN TO WEATHER TO MAKE THEM WEATHERPROOF. THIS IS OUR RECOMMENDED PROCEDURE FOR WINDOW FLASHING IN WOOD FRAMED EXTERIOR WA' LS WHERE THE EXTERIOR IN WOOD ^RAMED EXTE 10 ' N 4'-0" 4'-0" z ED E of 6d EA WI DOW FLANGE RELSPLICE -,MIN LAP MIN LAP 0 I W ROUGH W ILL JAMB STRIP - - - ILL STRIP CUT AWAY c EXCESS DBL TOP PLATE RAMING " TOP PLATE SPLICE PLATE JOINT TO AFTER SILL STRI IS IN PLACE, ATTACH JAMB STRIP AT STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY ALIGN W/ STUD ATTACH SILL STRIP OF FLASHING MATERIAL AT LEAST 12"WIDE , APPLY A CONTINUOUS BEAD OF SEALANT TO THE BACK SURFACE WITH THE TOP EDGE ALIGNED WITH THE TOP EDGE OF THE ROUGH LEAST 12" WIDE ITH INSIDE EDGE OF FLASHING ALIGNED BUILDING PAPER UNDER THE SILL STRIP. CUT AWAY ANY EXCESS STRAP PER OF THE WINDOW FLANGE. INSTALL WINDOW INTO ROUGH OPEINING SILL. EXTEND THIS SILL STRIP AT LEAST 14" BEYOND THE EDGE OF WITH EDGE OF W THE ROUGH OPENING FOR WINDOW, 2" BEYOND THE JAMB STRIP. START JAMB STR NDOW OPENING. OVER SILL AND JAMB FLASHING STRIPS PER MANUFACTURER'S PS 2" BELOW THE SILL STRIP AND EXTEND REQUIREMENTS. APPLY CONTINUOUS BEAD OF SEALANT TO TIHE FACE BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON EACH SIDE OF THE OPENING. APPLY SUCCESSIVE LINES OF SCHEDULE WIDTH REQUIRED >1/3 STUD ST2122 W/ 4 ATTACH FLASHING WITH CORROSION RESISTANT NAILS OR JAMB STRIPS 12" IkBOVE THE LOWER EDGE OF THE OF THE WINDOWS TOP FLANGE. ATTACH THE HEAD FLASHING BUILDING PAPER OVER JAMB AND HEAD FLANGES, LAPPING ST2215 W/ 6) WIDTH RIJST-RESISTANT STAPLES. HEADER, TOP OF WINDOW OPENING. OVER THE WINDOW FLANGE. THIS IS ANOTHER STRIP 12" WIDE WITH EACH COURSE. PAPER SHOULD RUN CONTINUOUSLY OVER DBL TOP A 2" MINIMUM LAP BEYOND THE JAMB STRIPS. HEAD WITH NO SPLICES ABOVE WINDOW. PLATE NOTES: SECTION 1402.2 UNIFORM BUILDING CODE CALLS FOR FLASHING OF ALL EXTERIOR OPENINGS EXPOSED TO WEATHER TO MAKE THEM WEATHERPROOF. THIS IS OUR RECOMMENDED PROCEDURE FOR WINDOW FLASHING IN WOOD FRAMED EXTERIOR WA' LS WHERE THE EXTERIOR IN WOOD ^RAMED EXTE 10 HOLE DIA STRAPS <1/3 STUD NONE WIDTH REQUIRED >1/3 STUD ST2122 W/ 4 WIDTH 16d EA EN >2/3 STUD ST2215 W/ 6) WIDTH 16d EA END W . r R R WALLS WHERE THE EXTERIOR WALL FINISH IS APPLIED OVER BUILDING PAPER OR FELT. USE = "MOISTOP" FLASHING OR EQUAL WHENEVER POSSIBLE FOR FLASHING MATERIAL. CAULK BACK OF WINDOW FRAMES BEFORE SETTING. USE WINDOWS THAT ARE WATERTIGHT. TOP PLATE SPLICE @PIPE LINE -WIRE, WHEN USE AS BACKING TO SUPPORT BUILDING PAPER BENEATH WIRE LATH FOR STUCCO, SHOU D BE INSTALLED ACCORDING TO INDUSTRY STANDARDS AND PRACTICE. NO ATTACHMENT DEVICE NOR THE WIRE BACKING SHOULD COVER OR PENETRATE FLASHING MATERIAL. PERIPHERAL FLASHING AT ALL ED ALL OPENING MUST COVER THE WIRE BACKING. O O STD -WINDOW FLASHING 11 - 11 z STD - PLATE SPLICES SCALE: \" = 1'-0" SCALE .1 - 1 -0 OWENS CORING 20 YEAR CLASS "B" OR BETTER FIRE -RETARDANT COMPOSITION 4" T&G PLYWOOD SHEATHING SHINGLE ROOF TILE O/ 15# FELT WATER HEATER SHALL BE 16" DEEP TJI WWI -60 @ 16"oc ANCHORED OR STRAPPED COR -A -VENT 'V-600 8 1/2" TO RESIST HORIZONTAL T - DISPLACEMENT DUE TO RIDGE VENTILATION SYSTEM EARTHQUAKE MOTION. W EDGE NAILS 8d NAILS6" STRAPPING SHALL BE (L @ OC _ AT POINTS WITHIN THE ONE-THIRD (1/3) ----------------- UPPER 3 2' x 16" 2.0E WW - LVL BEAM AND LOWER ONE THIRD -= (1/3) OF ITS VERTICAL 15/32" CDX PLYWOOD _== DIMENSIONS. AT THE LOWER 1" 1" POINT, A MINIMUM DISTANCE OR 15/32" O.S.B. 2 CDX PLYWOOD OR 2 m Z a U OF FOUR INCHES SHALL BE O.S.B. SHEATHING (D lJJ --------------- SHEATHING p _ Z co MAINTAINED ABOVE THE r C5 LU CONTROLS WITH THE STRAPPING TOP CHORD OF TRUSS OfCf) W of a o PER UPC SECTION 510.5. _ W TOP CHORD OF TRUSS SIMPSON IUS2.06/16 HANGER Q W o a o Z PROVIDE SOLID BLOCKING AT d Q a < w = WALL FOR STRAPPING ATTACHMENT.r ",,1 1 �� Z F- w U E PLATFORM MAY OCCUR. B�YAIl4�i CD 2 GYP. BD. w U j Z J Y M_ J a �oQ¢�J� SEE FLOOR PLAN 2 x 4 BLOCKING W/ 3 8d TOENAILED SIMPSON LU24 FACE o a, 0 w T_06 � W ONE END AND 3 8d STRIGHT ONE END MOUNT HANGER z '�moo < . o ^ 0-0 VERIFY THE SIZE OF WATER HEATER z as co a � WITH THE NUMBER OF STRAPS USED - < 06w - Lo PER GENERAL NOTES DIVISION 15. NOYCH STRINGER TO 3 - 2x14 CUT STRINGER J 't' Z n W w F -W9 W E'fn ACCEPT HANGER SEAT ZC15 Lu a w t 04 0 V CL OW 3 SWATER CALE :HEA TEOR�SEISMIC ANCHORAGE RIDGE VENT DETAIL TYPICAL RIDGELINE BLOCKING 6 FLOOSCALR BEAM STAIR OPENING © JIM SPURLOCK These documents and their contents are the property of Jim Spurlock, and are protected under Federal Copyright Laws. Jim Spurlock maintains ownership of such and all rights and privileges. These documents to be used for this project only. Any changes to these documents, regardless of how minor, without the written approval of Jim Spurlock, or any construction executed from these documents without review and approval of all equipment and materials, or any change of scope, design or intent for any reason, by any person or entity other than Jim Spurlock, shall automatically render Jim Spurlock, their employees, and their principles, harmless to any liability claims, suits, or litigation by any interested parties in the project. 1 SCALE: 1" = 1'-0" - , ;. ; "-'i OEM U Illlltt> � LO UJ U LAM ?WESS � O PERMIT BU/ TTE COUNTY DEVELOPMENT SERVICES P O� CODEE�OMPLIANCE DA � By—GpviOle t .t ..- �, SHEET Aely tus BUILDING PERMIT# 8/57 -OCS:-� ASSESSOR'S PARCEL#,4�-