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B16-0484 001-028-025
GENERAL NOTES: SCOPE TRS t,N.0"" `' `T`s OF WORK: - - I \ f REINFORCING STEEL NOTES: ARCHITECT/ENGINEER: - NEW RESIDENCE IS BEING 1. Bar reinforcing shall conform to ASTM A615, Grade 60 or ASTM A706. S H E ET I N D EX A 1 The contractor shall verif all dimensions elevations and site conditions before startin work and shall notif the Engineer in responsible charge of any discrepancies. g y E In 2. All omissions and conflicts between the various elements of the working drawings and/ or specifications shall be 91 21 brought to the attention of the Engineer in responsible, charge before proceeding with work so involved. r__'I lb 3. Resolve any conflicts on the drawings with the Engineer in responsible charge before proceeding with construction. EW NE UE 4. The 2013 California Residential Code, 2013 California Mechanical Code, 2013 California Plumbing Code, 2013 Green Building Standards Code, N N E 2013 California Electrical Code, and 2013 California Energy Code. 5. Provide manufacturer's approved product evaluation reports (ICC Reports) and a list of all proposed substitutions to the Engineer for review and written approval before fabrication and/ or installation. 6. Neither the owner nor Engineer will enforce safety measures or regulations. The contractor shall design, construct, and maintain all safety devices including shoring and bracing, and shall be solely responsible for conforming to all Local, State and Federal safety and health standards, laws and regulations.The contract 30U 4TH S t r e"dft& e t drawings and specifications represent the finished structure and do not indicate methods, procedures or sequence of construction. The contractor shall take necessary precautions to maintain and insure the integrity e of the structure during construction. If a lawsuit is filed by one of the contractor's or subcontractor's 111111 employees, or any one else the contractor will indemnify, defend and hold the owner and Richard Le - Professional Engineer harmless of any and all such claims. 7. It shall be the responsibility of the contractor to assure that all structural elements and members (i.e. roof, slab, columns etc.) are adequately braced during construction. Bracing of such elements and members shall remain in A 959179 place until they are properly secured. 8. Construction mcferial shall be evenly distributed if placed on framed floors or roofs. Loads shall not exceed the allowable loading for the supporting members and their connections. 9. Specific details or notes on other sheets shall prevail over standard notes on this sheet. Where construction details are not shown or noted for any part of the work, such details shall be the same as for similar work tt shown on the drawings. AMPEN e 10. Th5 001 e contractor shall determine the location of the utility services in the area to be excavated prior to beginning excavation. 11. No pipes, ducts, sleeves, chases etc., shall be placed in slabs, beams, columns, walls, etc., unless specifically shown or noted. Nor shall any structural member be cut for pi es, ducts, etc., unless specifically shown. Obtain prior written approval for installation of any additional pipes, ducts, etc. STRUCTURAL WOOD NOTES: 1. Edge or end distances of nails in the direction of stress shall not be less than one half the required penetration per CBC 2013 Table 2304.9.1. The spacing center to center of nails in the direction of stress shall not be less than the required penetration. Holes for nails, where necessary to prevent splitting, shall be bored to a diameter smaller than that of the nail. 2. Anchor bolts holes shall be 1/32 to 1/16 inch larger than the anchor bolt diameter. Holes more than 1/16 inch larger shall be epoxy filled under the continuous supervision of a licensed special inspector. 3. Bolts shall be installed not less than 7 bolt diameters from the end and 4 diameters from the edge of the member. All nuts shall be tightened when installed and re -tightened at the completion of work or before closing in. Thread projection shall be 1/16 inch minimum beyond the nut. Bolts in specified slotted holes shall be centered in the slot unless otherwise noted. 4. Lag screw clearance and lead holes shall be bores as follows: The clearance hole for the shank shall have the some diameter as the shank, and the same depth of penetration as the length of unthreaded shank. The lead hole for the threaded portion shall have a diameter equal to 60% of the shank diameter for screws up to 1/2 inch in diameter and 75% of the shank diameter for larger lag screws. 5. Use cut steel washers for bolts, lag screws and nuts unless otherwise noted. 6. Anchor bolts, bolts, lag screws and nuts shall be provided with square steel plate washers under heads and nuts which bear on wood. Bolt diameter Thickness Size Inches Inches Inches 1/2 0.229" 3" x 3" 5/8 0.229" 3" x 3" 3/4 0.229" 3" x 3" 7/8 0.229" 3" x 3" 1 0.229" 3" x 3" 7. All bolt heads and nuts bearing on wood shall have standard cut washers. All bolt holes drilled in wood shall be drilled 1/32" diameter larger than the bolt diameter. 8. All framing connectors anchors, post caps, column bases, etc. shall be manufactured by "Simpson Company" and installed per the manufacturer s approved product evaluation reports (ICBG Approved). The size and number of nails to be the maximum specified by the manufacturer. 9. Hold down anchors shall be manufactured by "Simpson Company" and installed per the manufacturer's approved product evaluation reports (ICC Approved). The hold down shall be installed tight to the hold down post without fillers or dapping. 10. All sills, ledgers or plates resting on concrete or masonry sha I be pressure treated Douglas -Fir larch. Newly exposed surfaces resulting from field cutting, boring or handling shall be treated in accordance with AWPA M-4. 11. Full depth blocking or bridging shall be installed at intervals not exceeding 8 feet for all joists and rafters 202 and deeper. 12. Roof and floor joists over 4 inches deep shall have their ends held in position with either: a) full depth blocking, b) nailed bridging, - - - - C) nailing or bolting to other framing members or, d) approved joists hangers. 13. All exposed steel timber hardware, fasteners and connectors shall be galvanized. 14. Cutting, notching, boring or countersinking of wood members to be permitted only as detailed or approved by the engineer. Holes ! ! ! through plates, studs and double plates in walls shall not exceed 40% of the member width and shall be located in the center of the member. 15. Joists under and parallel to bearing walls shall be doubled. Provide solid blocking under partitions perpendicular to joists. 16. Provide continuous blocking over all bearing walls, shear walls, beams and headers. 17. Carry upper level posts into lower levels and provide solid blocking under all posts in floors. PRE- ENGINEERED TRUSS REQUIREMENTS: 1. Pre-engineered wood trusses shall conform to the CBC Chapter 23 and the manufacturer's approved ICBO product evaluation reports. 2. Grade stamped Douglas Fir -Larch No. 2 or better. / 3. Design requirements: A. Roof: Flat (less than 4:12) 28_5" Top Chord (TC): Dead Load............................................................. 17psf ( (E) GAS METER LiveLoad...............................................................20psf Bottom Chord (BC): DeadLoad...............................................................7 psf Live Load (Non -concurrent w/TC live load) ....... 10 psf F B. Deflection: roof total load deflection shall not exceed L/180. I EXISTING 4. Calculations & shop drawings stamped and signed by a licensed California Civil Engineer shall be submitted for review for the W II 2 -CAR GARAGE design loads, including maximum reaction, shear, moment, and deflection in comparison to the allowables. Size the top chord J I o I for the diaphragm nailing and a 2x minimum nominal width. The trusses shown on the drawings are preliminary and may i require size, depth or spacing modifications. Approval must be obtained and submitted to the building official at least two I II M weeks prior to frame inspection. II II 5. Blocking, bracing and bridging shall be installed as required by the manufacturer's approved product evaluation reports, W I II I the CBC, ICC Approvals, the calculations and the drawings. 0II 6. Truss changes: obtain written consent from the engineer to change the truss type, width, chord depth, truss shape a I or spacing. J I Iin (E) DRIVEWAY SLOPE TO DRAIN o M 0 iN 0 i - PROPERTY LINE- ! ! ! 120'-0" 281-0" I 4" CONCRMIWALKWAY l SLOPE TO DRAIN 62'-0" 0 PROPERTY LINE 4TH STREET SITE PLAN SCALE: 1" =10'-0" miiiii� tt� tttttttttti t ttt� � tt� 1 1 SEE NOTE FOR \ DRAINAGE SCOPE TRS t,N.0"" `' `T`s OF WORK: - - I \ f REINFORCING STEEL NOTES: ARCHITECT/ENGINEER: - NEW RESIDENCE IS BEING 1. Bar reinforcing shall conform to ASTM A615, Grade 60 or ASTM A706. S H E ET I N D EX A 2. All welded reinforcement shall be ASTM A706. Al SACRAMENTO, CA 95829 3. Welding of reinforcing steel shall conform to AWS D1.4-05 and CBC 2010. The contractor shall prepare TEL: (916) 501-9039 V APPLICABLE CODES a written welding procedure specification conforming to the requirements of to AWS D1.4-05 for each welded LOT ANALYSIS Splice. The producer of the reinforcing bars shall report the chemical composition and carbon equivalent I OWNER: 2013 2013 of the steel to the contractor. SUNNY DAHMI LIVING AREA 4. Welded wire fabric shall conform to ASTM A185. Lap 12" where spliced. A 5. Reinforcing detailing, fabrication and placing shall conform to the provisions of the Building Code Requirements CALIFORNIA MECHANICAL CODE (CMC) CALIFORNIA CALIFORNIA ELECTRICALC�ODEDE ( ))(CEC) CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBS) EXISTING GARAGE AREA COVERED PORCH TOTAL AREA = for Reinforced Concrete of the American Concrete Institute. SQ.FT. SQ.FT. SQ. FT. 6. Vertical bars in walls shall be accurately positioned at the center of the wall unless otherwise noted, and A V shall be tied in position at the top and bottom at intervals not exceeding 192 bar diameters. LOT AREA = 10800 SQ. TOTAL AREA 2586 = = LOT AREA 10800 FT. 23.94% 7. Dowels shall be the same size and spacing as wall reinforcement. 8. The clear distance between parallel reinforcement in a layer shall not be less than 1-1/2 times the nominal I 9. diameter of the reinforcement, or 1-1/3 times the maximum size aggreggate, nor less than 1-1/2 inches. All reinforcing steel, anchor bolts, hold own anchors, dowels and inserts sFiall be well secured in position prior to placing concrete or grout. 10. Reinforcing steel shall be provided with the following amounts of concrete cover unless otherwise noted: BUTTE COUNTY Concrete cast against earth 3" APR C 2016 Formed concrete exposed to earth or weather: No. 6 through No. 18 bar 2" No.5 or smaller bars 1 1/2" DEVELOPMENT Columns (including ties and spirals) 1 1/291 Si�TtVT�� Beams and Girders (including stirrups) 1 1/2" G� Slabs and Walls (No. 11 bar and smaller) 3/4 11. Splices: Vertical wall bars shall be spliced at or near floor lines. Stagger bottom splices at least 5'-0" from splices in other bottom reinforcement. Stagger splices in top reinforcement similarly. Beam and girder splices, if necessary, shall be at midspan for top bars and at the support for bottom bars. Concrete: Splices in No. 8 or smaller bars shall be 45 diameters but not less than 12" (ACI 318.05). Splices in adjacent bars shall be staggered 5'-0". Masonry: in No. 7 Splices or smaller bars shall be 45 diameters or 24 inches, whichever is greater. Splices in adjacent bars shall be staggered 2'-0". (E) DRIVEWAY SLOPE TO DRAIN o M 0 iN 0 i - PROPERTY LINE- ! ! ! 120'-0" 281-0" I 4" CONCRMIWALKWAY l SLOPE TO DRAIN 62'-0" 0 PROPERTY LINE 4TH STREET SITE PLAN SCALE: 1" =10'-0" miiiii� tt� tttttttttti t ttt� � tt� 1 1 SEE NOTE FOR \ DRAINAGE A.P.N.: 001-028-025-000 SCOPE TRS t,N.0"" `' `T`s OF WORK: - - NLE REVISIONS ARCHITECT/ENGINEER: - NEW RESIDENCE IS BEING ATTACHED TO AN EXISTING GARAGE RICHARD LE (E-mail: rledesign®gmail.com) S H E ET I N D EX A DESCRIPTION DATE BY Al SACRAMENTO, CA 95829 SP SITE PLAN TEL: (916) 501-9039 1 : FLOOR PLAN 2 FOUNDATION - SHEAR WALL APPLICABLE CODES FAX: (916) 307-5037 LOT ANALYSIS j A I OWNER: 2013 2013 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA RESIDENCE CODE (CRC) SUNNY DAHMI LIVING AREA 1888 SQ.FT. A YUBA CITY, CA 95993 2013 2013 2013 2013 CALIFORNIA MECHANICAL CODE (CMC) CALIFORNIA CALIFORNIA ELECTRICALC�ODEDE ( ))(CEC) CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBS) EXISTING GARAGE AREA COVERED PORCH TOTAL AREA = 682 16 2586 SQ.FT. SQ.FT. SQ. FT. i A 2013 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEEES) TYPE OF CONSTRUCTION: V -B OCCUPANCY GROUP/DIVISION: R -3/U SFD LOT AREA = 10800 SQ. TOTAL AREA 2586 = = LOT AREA 10800 FT. 23.94% STAMP A.P.N.: 001-028-025-000 5/11/2015 QFtOFESS/p NLE CHECKED BY ARCHITECT/ENGINEER: -til? No. C 52489 RICHARD LE (E-mail: rledesign®gmail.com) S H E ET I N D EX 9877 IZILDA CT. Exp. 12-31-2016 SACRAMENTO, CA 95829 SP SITE PLAN TEL: (916) 501-9039 1 : FLOOR PLAN 2 FOUNDATION - SHEAR WALL S'� IVIt FAX: (916) 307-5037 3 ELEVATION PLAN j 4 ROOF PLAN I OWNER: 5 SECTION PLAN SHEET TITLE SUNNY DAHMI 6 : HVAC PLAN 7 ELECTRICAL PLAN 824 SANTI CT. Ba/b CALIFORNIA GREEN BUILDING YUBA CITY, CA 95993 CHECK LIST #1 & 2 / I TEL: (530) 844-1106 FEET. CRC SECTION R401.3 NOTE FOR FIRE SPRINKLER SYSTEM: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN THE NEW RESIDENCE AND EXISTING GARAGE IN ACCORDANCE WITH CRC SECTION R313.2. THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CRC SECTION R313.3 OR NFPA 13D. A FIRE SPRINKLER PERMIT APPLICATION, PLANS, AND CALCULATIONS SHALL BE SUBMITTED TO THE BUILDING DIVISION AND APPROVED PRIOR TO THE ROUGH FRAME (4 -WAY) INSPECTION. vr0111111111111 VICINITY MAP Po 0 0 W},� 0 U Lo N UJ (n�00 "r < CN Lu�C)� �N o coc)UJ MmZ d PR9, PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWE® FOR CODE COMPLIANCE DATE -- - -- _Y DATE 5/11/2015 DRAWN BY NLE CHECKED BY RLE -til? AS -NOTED T ,.Zr�%i A aID 6:u.c +.i Ess c.l l6 -2Tlr j I NOTE FOR DRAINAGE: THE LOT SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION SHEET TITLE SLOPE TO DRAIN I WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 / I FEET. CRC SECTION R401.3 i I SITE PLAN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWE® FOR CODE COMPLIANCE DATE -- - -- _Y DATE 5/11/2015 DRAWN BY NLE CHECKED BY RLE SCALE: AS -NOTED SHEET (ICE cc�,;y a 0 DOOR SCHELDULE DOOR SIZE CORE TYPE MATL FIN LABEL MINUTES FRAME HWE (NOTES D1 H=6'-8", t= 1-3/4" SC 0 WD PT - WD OB TH, WS D2 H=6'-8", t= 1-3/4" Sc O WD PT 60 MIN. WD DS TH. WS, C D3 H=6'-8", t= 1-3/4" HC �n WD PT - WD " rj D4 H=6'-8", t= 1-3/4" HC 1 -HR. FIRE -RATED INTERIOR WALL WD PT - WD SEE NOTES 7 & 00 SLIDING WARDROBE DOOR DS H=6'-8" sheathing, respectively, 4' wide applied horizontally or vertically with vertical 8 FOR BATHTUB 1 joints over studs, and fastened with 2-1/4" Type S drywall screws, spaced I i 8 FT. CEILING GLASS SLIIDING DOOR, TEMP I CBC 2013 Table 721.1(2)-15-1.15. j CONCRETE SLAB, NOTES: 1. FIRE -RESISTANCE RATED ASSEMBLY: PENETRATIONS SHALL BE INSTALLED AS TESTED IN 0 AC CONDENSER (N) Rheem WATER HEATER UNIT 50 GALS, 40,000 BTU CONCRETE SLAB Rheem 4" THICK X 3' SQ. 8'-5" MOD: XG5OS12DM4000 HC: HOLLOW CORE, SC: SOLID CORE, WD: WOOD, MET: METAL, PT: PAINT, MTL: MATERIAL PROVIDE 18" HIGH WATER HEATER FIN: FINISH, HWE: HARDWARE, WS: WEATHER STRIPPING, TH: THRESHOLD, DB: DEADBOLT, C: CLOSER PLATFORM. WATER HEATER TO BE SEISMICALLY BRACED. PROVIDE STEEL GUARD POST AS SHOWN (SEE DETAIL ON SHEET 7) WINDOW SCHELDULE SLIIDOW DING DOOR SIZE (FT) U_ FACTOR SHGC ALL SEE PLAN 0.33 0.23 A ANGLED HOOD W/ o BACK -DRAFT DAMPER 1 LO (E) GAS METER ---------------- 21'-0" 5'-4" CONC. SLAB 4" THICK 6068, TEMP., SL DOOR, D5 I--------- ------------------ ------- --------------® N w/H `o I FAMILY ROOM I ® U `I I 9 FT. CEILING I DRYER VENT IS TO BE MAX. DRYER ASH I IWITH NO MORE e Q C-4CARPET, NOTES FOR INTERIOR FINISH SCHEDULE: 14 LENGTH `�" typ N o I N LE s rn I RECEPTACLE AND THAN TWO 90 DEGREE o 0 12'-9" (N) NEW CHECKED BY in I I ELBOWS (OR PROVIDE LENGTH o 0 (V 16" OC WITH 5d COOLER NAILS AT 8" OC MAX. O EXTERIOR WALL FRAMING rL:::: ; : EXISTING WALL I I CALCULATIONS) 5' 9" BEDROOM CEILING: J" GYPSUM BOARD APPLIED ON EITHER DIRECTION ON 2x4 STUDS 0 WALL TO BE REMOVED EXISTING WALL o �n PER CMC 2013 504.3.1 _ 4030 SL 16" OC WITH 5d COOLER NAILS AT 7" OC MAX. " rj 28'-5" 3'-11" 4'-0" 1 -HR. FIRE -RATED INTERIOR WALL SHALL VERIFY ALL I I N 11'-0" SEE NOTES 7 & 00 (E) 2 -CAR GARAGE and exterior sides covered with 5/8" Type X gypsum wallboard and sheathing, respectively, 4' wide applied horizontally or vertically with vertical 8 FOR BATHTUB 1 joints over studs, and fastened with 2-1/4" Type S drywall screws, spaced I i 8 FT. CEILING I CBC 2013 Table 721.1(2)-15-1.15. j CONCRETE SLAB, NOTES: 1. FIRE -RESISTANCE RATED ASSEMBLY: PENETRATIONS SHALL BE INSTALLED AS TESTED IN 0 THE APPROVED FIRE -RESISTANCE -RATED ASSEMBLY PER CRC R302.4.1.1 NOTE: ag "' 2. PENETRATIONS FIRE STOP SYSTEM: PENETRATIONS SHALL BE PROTECTED BY AN I I nailed I i DUCTS IN THE GARAGE connections unless otherwise noted. I IRATE Where possible, nails driven perpendicular to the grain shall be used instead of toe nails. I I See the drawings for additional nail requirements. 1 1 AND DUCTS PENETRATING I I RATING OF THE WALL OR FLOOR/CEILING ASSEMBLY PENETRATED PER CRC R302.4.1.2. I FIRE -RATED FIR WALL 2. Bridging to joist, toenail each end ........................................................ I I 3. THE MAXIMUM SLOPE OF THE EXTERIOR LANDING I I THE WALLS OR CEILINGS O " 2-8d I I 4. Wider than 1 " x 6" subfloor to each joist, face nail .............................. 3-8d C, I I I 2-16 I I SEPARATING THE DWELLING I 6. Sole plate to joist or blocking:f, I R15 BATT face nail....................................................................... 16d at 16 braced wall panels (common nails) ....................... 3-16der 16" p N 11 2-16d I I FROM THE GARAGE SHALL , 8. Stud to sole plate: toenail......................................................................... endnail I INSULATION ........................................................... 9. Double studs, face nail................................................................... 16d at 24" I 10. Doubled top plates: face nail ........................................................ 16d II BE CONSTRUCTED OF A INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE lap splice ....................................................... 8-16d ALL OF THE ALARMS IN THE INDIVIDUAL UNIT PER CRC SECTION R314.4,R314.5, R315.1.2, 11. Blocking between joists or rafters to top plate, toenail ........................... I I AND R315.1.3. I I MINIMUM NO. 26 GAGE L 2-16d 1)D : SMOKE DETECTOR 14. Continuous header, two pieces (along each edge) ....................... 16d at 16" ® CARBON MONOXIDE DETECTOR I SHEET STEEL OR OTHER 3-8d 16. Continuous header to stud, toenail......................................................... 4-8d 3-16d 6. BATHROOM FAN EXHAUST RATES SHALL BE MINIMUM 50 CUBIC FEET PER MINUTE FOR 17. Ceiling joists, laps over partitions, face nail .......................................... 18. Ceiling to parallel rafters, face nail ............................................... I I APPROVED MATERIAL AND SELF -CLOSED JJoists 19. Rafter to plate, toenail............................................................................. 3-8d I I 20. 1" brace to each stud and plate, face nail .............................................. I I SHALL HAVE NO OPENINGS 2868, D2 3-8d 3-8d 7. SHOWERS AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE I I i I I INTO THE GARAGE. CRC 23. Built-up corner studs...................................................................... 16d at 24" BALANCE/THERMOSTATIC MIXING VALVE TYPE. CPC SECTION 408.3. 24. Built-up girders and beams............................................................ 20d at 32" SECTION R302.5.2 8. ALL BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED 2-20d at ends and at each splice I I 25. 2"planks, each end and each bearing ................................................. I I NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. CRC SECTION R307.2 I I I I I o KITCHEN VENTS, ETC.) SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS. CMC SECTION 504.1 registered design professional in responsible charge in accordance with Section 1705 for submittal by the permit applicant (see Section 1704.1.1). (Sections 107.1 and 1704.1.1). 2. The special inspector must be certified by the Building Official to perform the types of inspections I I i i I i VINYL FLOOR I II 1 1 I I FRIG. N 9 FT. CEILING II I I II I I (E) WALL, TYP. I 2'-4" 6'-10" I I i i 44 POST, I I II I I TYP. II II I 1- ___________________ __li --J ®® • coi ---J L --T----- i ®® NOTES FOR INTERIOR FINISH SCHEDULE: ELECTRICAL `�" typ N o I N LE s rn I RECEPTACLE AND WALL: I" GYPSUM BOARD APPLIED ON EITHER DIRECTION ON 2x4 STUDS ® _ 15'-8" 12'-9" (N) NEW CHECKED BY in o 0 (V 16" OC WITH 5d COOLER NAILS AT 8" OC MAX. O EXTERIOR WALL FRAMING rL:::: ; : EXISTING WALL o 1 CV BEDROOM CEILING: J" GYPSUM BOARD APPLIED ON EITHER DIRECTION ON 2x4 STUDS 0 WALL TO BE REMOVED EXISTING WALL o �n AS -NOTED _ 4030 SL 16" OC WITH 5d COOLER NAILS AT 7" OC MAX. " rj 28'-5" 3'-11" 4'-0" 1 -HR. FIRE -RATED INTERIOR WALL SHALL VERIFY ALL CONTROLLING FIELD N 2"x4" wood studs at 16" with double top plates, single bottom plate; interior SEE NOTES 7 & 00 9'-5" and exterior sides covered with 5/8" Type X gypsum wallboard and sheathing, respectively, 4' wide applied horizontally or vertically with vertical 8 FOR BATHTUB 1 joints over studs, and fastened with 2-1/4" Type S drywall screws, spaced 12" on center. Cavity to be filled with 3-1/2" mineral wool insulation per CBC 2013 Table 721.1(2)-15-1.15. & SHOWER C14 NOTES: 1. FIRE -RESISTANCE RATED ASSEMBLY: PENETRATIONS SHALL BE INSTALLED AS TESTED IN 0 THE APPROVED FIRE -RESISTANCE -RATED ASSEMBLY PER CRC R302.4.1.1 FASTENING SCHEDULE PER TABLE 2304.9.: ag "' 2. PENETRATIONS FIRE STOP SYSTEM: PENETRATIONS SHALL BE PROTECTED BY AN The connections listed are the minimum permissible. Use box wire nails for all nailed APPROVED PENETRATION FIRESTOP SYSTEM AS TESTED IN ACCORDANCE WITH ASTM E814 connections unless otherwise noted. N OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER Where possible, nails driven perpendicular to the grain shall be used instead of toe nails. (3 Pa) AND SHALL HAVE F RATING OF NOT LESS THAN THE REQUIRED FIRE -RESISTANCE See the drawings for additional nail requirements. RATING OF THE WALL OR FLOOR/CEILING ASSEMBLY PENETRATED PER CRC R302.4.1.2. 1. Joist to sill (plate) or girder, toenail........................................................ 3-8d AT THE ENTRY SHALL NOT EXCEED 2. Bridging to joist, toenail each end ........................................................ 2-8d 3. THE MAXIMUM SLOPE OF THE EXTERIOR LANDING 3. 1 x 6 subfloor or less to each joist, face nail .................................... 2-8d INCH PER FOOT (CRC R311.3). 4. Wider than 1 " x 6" subfloor to each joist, face nail .............................. 3-8d 5. 2" subfloor to joist or girder, blind and face nail ................................. 2-16 4. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 6. Sole plate to joist or blocking:f, THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE face nail....................................................................... 16d at 16 braced wall panels (common nails) ....................... 3-16der 16" p SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE 7. Top plate to stud, end nail....................................................................... 2-16d GARAGE PER CRC SECTION R302.5.2 8. Stud to sole plate: toenail......................................................................... endnail 4-8d 2-16d 5. SMOKE AND CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM ........................................................... 9. Double studs, face nail................................................................... 16d at 24" THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP, AND SHALL BE 10. Doubled top plates: face nail ........................................................ 16d at 16" INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE lap splice ....................................................... 8-16d ALL OF THE ALARMS IN THE INDIVIDUAL UNIT PER CRC SECTION R314.4,R314.5, R315.1.2, 11. Blocking between joists or rafters to top plate, toenail ........................... 3-8d AND R315.1.3. 12. Rim joist to top plate, toenail............................................................. 8d at 6" 13. Top plates, laps and intersections, face nail ......................................... 2-16d 1)D : SMOKE DETECTOR 14. Continuous header, two pieces (along each edge) ....................... 16d at 16" ® CARBON MONOXIDE DETECTOR 15. Ceiling joists to plate, toenail................................................................... 3-8d 16. Continuous header to stud, toenail......................................................... 4-8d 3-16d 6. BATHROOM FAN EXHAUST RATES SHALL BE MINIMUM 50 CUBIC FEET PER MINUTE FOR 17. Ceiling joists, laps over partitions, face nail .......................................... 18. Ceiling to parallel rafters, face nail ............................................... 3-16d INTERMITTENT VENTILATION OR 20 CUBIC FEET PER MINUTE FOR CONTINUOUS VENTILATION. JJoists 19. Rafter to plate, toenail............................................................................. 3-8d CRC SECTION R303.3 EXCEPTION 20. 1" brace to each stud and plate, face nail .............................................. 2-8d 21. 1 " x 8" sheathing or less to each bearing, face nail ............................... " 3-8d 3-8d 7. SHOWERS AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE 22. Wider than 1 x 8" sheathing to each bearing, face nail ........................ CONTROL VALVES 23. Built-up corner studs...................................................................... 16d at 24" BALANCE/THERMOSTATIC MIXING VALVE TYPE. CPC SECTION 408.3. 24. Built-up girders and beams............................................................ 20d at 32" at top and bottom staggered 8. ALL BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED 2-20d at ends and at each splice SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A 25. 2"planks, each end and each bearing ................................................. 2-16d NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. CRC SECTION R307.2 SPECIAL INSPECTIONS: 9. ENVIRONMENTAL AIR DUCT EXHAUSTS (E.G., DRYERS, BATH FANS, DOMESTIC RANGE 1. Statement(s) of special inspections. The statement of special inspections should be prepared by the VENTS, ETC.) SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS. CMC SECTION 504.1 registered design professional in responsible charge in accordance with Section 1705 for submittal by the permit applicant (see Section 1704.1.1). (Sections 107.1 and 1704.1.1). 2. The special inspector must be certified by the Building Official to perform the types of inspections specified.There is an approved list of special inspection firms approved by the City for the owner to hire. 9'-7" (N) WALL, TYP. 7'-8" " 00 I 2'-2" 5'-0" 5040 SL SEE NOTES 7 & 8 FOR BATHTUB & SHOWERS .r 0 00 (o 0 LO BEDROOM 2 CARPET, 9 FT. CEILING I to NEV VSEE SMO SMOKETE 5 FOR ANDCARBON MONOXIDE ALARMS STRUCTURE r-7 3'-2" LIVING ROOM i 9' CEILING CARPET, 8'-7" 28'-0" A 5 STUDS TO BE BLO( APART ® BOTTOM, MID -HEIGHT, AND 1 6040 SL 6'-0" 62'-0" 8'-0" 3'-10" 2'-7" S-0" 2'-5" 6'-10" 25" y 2'-0" 3016 SL 3016 SL M 00o co N N 1 1660 SL 3068 DOOR TEMP D 1 CD IN 44 POST, � TYP. 21'-7" -1 00 allM N I " LO N I Ito !0 4068 DOOR o `�' N co co 51-3"N , , ; 3'-11" 9'-10" 0! i I in 3'-11" ,1 5,_5„ Ce 22"X30" ATTIC ACCESS o, ,.� PROVIDE A PERMANENT tg 0 1 co ELECTRICAL `�" typ N N N LE s rn I RECEPTACLE AND _ LIGHT FIXTURE SWITCH " (N) NEW CHECKED BY RLE NEAR THE (V O EXTERIOR WALL FRAMING rL:::: ; : EXISTING WALL o BEDROOM 3 0 WALL TO BE REMOVED EXISTING WALL o �n AS -NOTED _ CARPET, 9 FT. CEILING '0 " rj - SHEET THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD N 2'-11" SEE NOTES 7 & 00 9'-5" 8 FOR BATHTUB 1 & SHOWER C14 552� 0 ag "' N Q 21'-7" -1 00 allM N I " LO N I Ito !0 4068 DOOR o `�' N co co 51-3"N , , ; 3'-11" 9'-10" 0! i I in 3'-11" ,1 5,_5„ Ce 22"X30" ATTIC ACCESS o, ,.� PROVIDE A PERMANENT tg 0 1 co 5'-2" 2'-11" FLOOR PLAN SCALE: 1/4" = 1'-0" Double top plate 2x solid blocking for SPS and at 10'-0" max oc from ends of studs INTERSECTING WALL NOT STRUCTURALLY SHEATED TYPICAL DETAIL: Sill plate and anchor bolt, see Shear Wall Table STUD FRAMING AT INTERSECTIONS & CORNERS for size and spacing SCALE: 1'= l' -O" ra �nunnn nn 2x blocking with countersunk bolt head where stud occurs INTERSECTING WALL D.Cdu INTERSECTING WALL STRUCTURALLY SHEATED TYPICAL DETAIL: STUD NAILING AT INTERSECTIONS & CORNERS SCALE: 1'= l' -O" 5-1 2'-9" I.I 2f-9" 5040 SL 5'-0" "D" ( Header to match stud width 2x Sillup to 6'-0" wide opening 2-2x Sill 6'-0" to 10'-0" 3-2x Sill 10'-1" to 12'-0" 5'-0" 5040 SL BEDROOM 1 CARPET, 9 FT. CEILING 4'-11" 6'-4" 1'-4" 6068 D4 r` I ih 9'-3" BEDROOM 4 CARPET, 9 FT. CEILING 12'-9" 5040 SL 5'-0" A34 - stud to pplate 0 top & bottom of walls over 10'-0" tall. Provide an additional A34 if over 6' wide opening. 4'-8" Provide HH6 if over 10'-0" wide opening A34 - header to trimmer if over 6 Additional 2x stud if over 6'-0" wide opening • 1-2x stud up to 6'-0" wide opening II II 2x trimmer stud 2x cripple studs 2x PT sill plate with full under opening, t p I L2LLgL bearing on concrete ,� PE I L BUTTE COUNTY DEVELOPMENT SERVICES ---- _i REVIEWED FOR ----- - -------------------------- -------- if Top of curb=_�_�_� CODE C0 M P L) CE DATE 6/16/2015 I 6'-0" max I9„ 9.f I 19.f 9f.1 6'-0" max I , Top of concrete I 1 U v, 1 d - I ao 1 ELECTRICAL `�" typ N N N LE End of sin plate or at end of notch RECEPTACLE AND _ LIGHT FIXTURE SWITCH (N) NEW CHECKED BY RLE NEAR THE TYPICAL EXTERIOR WALL FRAMING rL:::: ; : EXISTING WALL PASSAGEWAY OPENING BEDROOM 3 0 WALL TO BE REMOVED EXISTING WALL o SCALE: AS -NOTED _ CARPET, 9 FT. CEILING '0 ® � NEW 1 -HR. FIRE -RATED WALL 00 o SHEET THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD �o 9'-5" 5'-2" 2'-11" FLOOR PLAN SCALE: 1/4" = 1'-0" Double top plate 2x solid blocking for SPS and at 10'-0" max oc from ends of studs INTERSECTING WALL NOT STRUCTURALLY SHEATED TYPICAL DETAIL: Sill plate and anchor bolt, see Shear Wall Table STUD FRAMING AT INTERSECTIONS & CORNERS for size and spacing SCALE: 1'= l' -O" ra �nunnn nn 2x blocking with countersunk bolt head where stud occurs INTERSECTING WALL D.Cdu INTERSECTING WALL STRUCTURALLY SHEATED TYPICAL DETAIL: STUD NAILING AT INTERSECTIONS & CORNERS SCALE: 1'= l' -O" 5-1 2'-9" I.I 2f-9" 5040 SL 5'-0" "D" ( Header to match stud width 2x Sillup to 6'-0" wide opening 2-2x Sill 6'-0" to 10'-0" 3-2x Sill 10'-1" to 12'-0" 5'-0" 5040 SL BEDROOM 1 CARPET, 9 FT. CEILING 4'-11" 6'-4" 1'-4" 6068 D4 r` I ih 9'-3" BEDROOM 4 CARPET, 9 FT. CEILING 12'-9" 5040 SL 5'-0" A34 - stud to pplate 0 top & bottom of walls over 10'-0" tall. Provide an additional A34 if over 6' wide opening. 4'-8" Provide HH6 if over 10'-0" wide opening A34 - header to trimmer if over 6 Additional 2x stud if over 6'-0" wide opening • 1-2x stud up to 6'-0" wide opening II II 2x trimmer stud 2x cripple studs 2x PT sill plate with full under opening, t p I L2LLgL bearing on concrete ,� PE I L BUTTE COUNTY DEVELOPMENT SERVICES ---- _i REVIEWED FOR ----- - -------------------------- -------- if Top of curb=_�_�_� CODE C0 M P L) CE DATE 6/16/2015 I 6'-0" max I9„ 9.f I 19.f 9f.1 6'-0" max I , Top of concrete I 1 U v, 1 d - I ao 1 REVISIONS 0 DESCRIPTION BY DATE A 0 0 STAMP QROFESS/(D& ARD 2 ir No. C 52489 Exp. 12-31-16 (V11.��P C) C) W o U LO Z W �o 0 (n (M co = Q 0 I- U 2 W d- �- O O)O 0C) cy) - ■ CD ■ W Z Z I`OR CODE- CC,MPLI N'CE~ /I B� TRn RM c C1 f; SHEET TITLE FLOOR PLAN t)9 typ LEGEND: N N LE End of sin plate or at end of notch 10 REVISIONS 0 DESCRIPTION BY DATE A 0 0 STAMP QROFESS/(D& ARD 2 ir No. C 52489 Exp. 12-31-16 (V11.��P C) C) W o U LO Z W �o 0 (n (M co = Q 0 I- U 2 W d- �- O O)O 0C) cy) - ■ CD ■ W Z Z I`OR CODE- CC,MPLI N'CE~ /I B� TRn RM c C1 f; SHEET TITLE FLOOR PLAN t)9 typ LEGEND: DRAWN BY N LE End of sin plate or at end of notch 10 greater than 113 plate width (N) NEW CHECKED BY RLE (E) EXISTING TYPICAL EXTERIOR WALL FRAMING rL:::: ; : EXISTING WALL 1 WALL TO BE REMOVED EXISTING WALL o SCALE: AS -NOTED Not to Scale NOTE . ® � NEW 1 -HR. FIRE -RATED WALL SHEET THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL 2" DROP 3 CL cv a 6x6 - 10/10 WELDED 8d @ 3 OC EN. 12" OC F.N. 12" oc w/ 7" min. embedment 2x4" P.T. SLEEPER WIRE FABRIC 1 240 plf 7/16" Sheathing plywood siding 8d 0.113" dia w/ 1- ( ) 3/8 minimum nail penetration in framing REINFORCEMENT 4" CONCRETE SLAB 2X min. Simpson H1 or L90 clips @ 24" OC max. „ 16d's @ 6 OC III SAND 2 350 p if 7/16„ Sheathing plywood siding 8d (0.113" dia) w/ 1- 3/8" minimum nail penetration in framing 8d @ 4" OC EN. 12" OC F.N. 5/8" dia. A.B. @ 36" oc w/ 7" min. embedment 2X min. Simpson H1 or L90 clips @ 24" OC max. 16d's @ 4" OC „ clips @ 24 OC max. Q PLAN o 8 V" g.000p o. a• a penetration in framing F.N. embedment ,a I "' I I I 1 I 1T -III: it �IIIT�IiIIIII�IIIiIIIIIiI: 0) dei A. a 4" CONCRETE SLAB z 6 MIL VAPOR BARRIER #4 REBARS 12" 4" GRAVEL U.O.N. ON PLAN N UNDISTURBED SOIL DETAIL SCALE: 3/4'= V-0* Concrete 1. Structural concrete shall attain 28 day compressive strength as required in note #21. 2. Concrete mix design shall be prepared by an Independent laboratory approved by the Structural Engineer. Selection of concrete mix proportions shall be per CBC 2013. 3. Cement shall conform to ASTM C-160 type 1 or II. 4. Concrete aggregates shall conform to ASTM C-33. Aggregates for lightweight concrete shall conform to ASTM C-330. 6. Reinforcing steel shall conform to ASTM A616- grade 60 for #4 and larger, and ASTM A616 -grade 40 for #3 and smaller, except reinforcing steel to be welded shall conform conform to ASTM A706. 6. All preheating and welding of reinforcing bars shall be done In accordance with AWS D1.4 latest edition and shall be continuously Inspected by a qualified laboratory. Contractor shall furnish to the laboratory, rebar mill certificates. 7. Reinforcing steel shall be fabricated according to "Manual of Standard Practice for Reinforced Concrete Construction". 8. Wire fabric shall conform to ASTM A-185. 9. Dimensions shown for location of reinforcing are to the face of main bars and denote clear coverage. Concrete coverage shall be as follows: concrete deposited against ground (except slabs) -3". Concrete exposed to ground but placed in forms -2". Slabs (on ground) -2" clear from top U.N.O. 10. Splices In continuous reinforcement shall be 48 bar diameters but not less than 12" and splices In adjacent bars shall be not less than W -O" apart. Splice continuous bars In spandrels, grade beams, etc., as follows: Top bars at mid -span; Bottom bars at centerline at support, unless noted otherwise. Splices in wwf shall be 11/2 meshes wide. 11. Construction joints shall be made rough and all laitance removed from the surface. Concrete may be roughened by chipping the entire surface, sand blasting or raking the surface to produce 1/4" deep deformations. 12. Remove all debris from forms before casting any concrete. 13. Reinforcing, dowels, bolts, anchors, sleeves, etc., to be embedded In concrete shall be tied securely In position before placing concrete. 14. Maximum free fall of concrete shall be W -O". 16. Consolidate concrete placed in forms by mechanical vibrating equipment supplemented by hand -spading, rodding or tamping. Use equipment and procedures for consolidation of concrete In accordance with the recommended practices of ACI 309 to suit the type of concrete and and project conditions. 16. No wood spreaders allowed. No wood stakes allowed in areas to be concreted. 17. All saw cutting shall be done after Initial set has occurred to avoid tearing or damage by the swabbed, but before Initial shrinkage has occurred. 18. Drill through steel columns, beams and plates to pass continuous reinforcing. 19. Additional reinforcing In precast or tilt -up panels required for lifting stresses shall be supplied by the contractor. 20. Provide 2-#5x4'-0" diagonal reinforcing at mid -depth of slab at all reentrant comers typical. 21. Concrete strengths: (max slump=4") Max Aggregate Max W/C Class Item f Ca) 28 days Size Weight Ratio A. Conc. @ footings 2500 psi 19" 145 0.60 B. Conc. -gen'I use 2500 psi V. 145 0.56 C. Conc. @ ext. walks 2500 psi 19" 145 0.60 Foundations I. All foundation work shall be done In accordance with the requirements of the 2013 CBC. 2. Foundation depths Indicated on plans are for estimating purposes only. Actual depths are to be determined by Contractor on the jobsite. 3• Bottoms of all foundations shall be level. Changes in bottom of foundation elevation shall be made according to stepped footing detail on the Typical Detail sheet. 4• All pile caps, grade beams, tie beams & other footings shall be formed unless specifically approved by the Structural Designer. Foundations may be cast in neat excavations provided written approval Is obtained and footings are Increased 2" In width. Use 2x12 plank at edge of excavation to protect against sluffing, as required. Corner bars may be used in lieu of corner bend \ I 48 I a 12d 12" min 12d fli I I 12" min 48d Single Layer Bars 12" �, / l /4 vert C14T / / min typ T 3d lap at sDli 12d 12d Note: See concrete notes for add'I Double Layer Bars requirements Typical Corner Reinforcing 12d !" min B CONIC. SLAB 4" THICK X 4'x 6' AC CONDENSER Q UNIT CONCRETE SLAB 4" THICK X 3' SQ. 1 P.T. SLEEPER 2 28'-5" 4'-11" 0 I A ------------------------------------------------------------------- IJ ------------------------------------ r--------------------------------------------------------------, 1 I I I I , ONCRETE 1 WING, TYP. I I DRILL & BOND #4 BAR I I • j & 24" OC, L=16" TO j I 1 EXISTING FOOTING IN I I cO Y"0 HOLE, 5" DEEP ., SEE DETAIL 3, TYP. I i 1Q I I � � I I I I I I I I I r i I I 3 II I I II I I II I II (E) CONCRETE I FOOTING, TYP. j l �N) CONCRETE I E) CONCRETE ; DOTING, TYP. FOOTING, TYP. I 1'-0.. ...... ........" I II I I I I I 1 28" S0. CONIC. I I I I FOOTING, 12" DEEP, I I ............. .............. j j I I 3#4 EACH WAY L -----------------------------------I I --� I -I „ 44 POST rr------------------------_ I N 24 SO. CONC. J L----iF=====---------=====1i-- TYP. I J -__-_____-J �___ ®® FOOTING, 12" DEEP, I ®® 3#4 EACH WAY 44 POST, 4 I TYP. 4'-5" 2'-0" I I o • I 2 nno a,:_o" I I 3 j DRIVEWAY SLOPE TO DRAIN I 1Q t-----` I 8'-7" 5'_6" I 2 LO I I � WALK WAY 01 \ 4" CONCRETE SLAB 11 1 \ SLOPE TO DRAIN M -------------------------------J II (N) WA" 2x4 -----�Q.-F-nI INInATInm �CI-IFOQ 1A/AI I PI ANI L, II 16" OC II (E) WALL II X1/2"x14" ANCHOR BOLT C 48" MAX. OC, MIN. 2 EA. PER SIMPSON LTP4 ® WALL, MIN. 7" EMBEDMENT IN 24" OC MAX. I FIRST POUR II 6x6 - 10/10 WELDED WIRE FABRIC - i REINFORCEMENT L 77.r��1 " SAND �- d .,d �< _i 8 .• ° 6 MIL VAPOR BARRIER 1 i • a . ...::. 4" GRAVEL ..• DRILL & BOND #4 • T02EXISiCtfGLF00TING L - IN 5 8"0 HOLE 6" DEE MIN., T0� & (E) FOOTING BOT., TYP. SEE PLAN #4 REBARS (N) FOOTING 3 DETAIL SCALE: 3/4" =1'-0" 2x6 STUDS C 16" OC 1/2" GYP. BOARD, TYP. 6x6 - 10/10 WELDED WIRE FABRIC REINFORCEMENT 1" SAND _- 8 pv �o g � TQ °o - :I UNDISTURBED SOIL 4" CONCRETE SLAB 6 MIL VAPOR BARRIER 12" 4" GRAVEL 2 DETAIL SCALE: 3/4" =1'-0" 7/8" MINIMUM THICK OVER 2 LAYERS OF GRADE D PAPER OVER PLYWOOD SHEATHING AND HAS 26 GA. GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" OVER GRADE OR 2" MINIMUM ABOVE CONCRETE OR PAVING. X1/2"x14" ANCHOR BOLT C 48" MAX. OC, MIN. 2 EA. PER WALL, MIN. 7" EMBEDMENT IN FIRST POUR SCALE: 1/4" = 1'-0" (N) CONCRETE FFOOTING, TYP. SHEARWALL, TYP. A 2 INDICATE SHEARWALL # TYP. K 10 A& '-4- I 2 a IF 4'-8" 00d,INDICATE HOLDOWN, TYP. INDICATE ANCHOR BOLT, TYP. NOTE: SEE "HOLDOWN & ANCHOR BOLT - STANDARD INSTALLATION" DETAILS ON SHEET 5. SHEARWALL TABLE (DERIVED FROM ANSI/AWC - SDPWS TABLE 4.3A) *kv 0 0 � O 6 EN CU CUQC�CU 0 19 a) Z . 00 C 1. N= "C V U Q G HC REVISIONS Q DESCRIPTION BY DATE A 0 STAMP QFtOFESS/0Nq ARD 2 No. C 52489 Exp. 12-31-16 \"", V11." / C) 0 W }, O U a) '. ~LO Z WL.MN W 4-0 LO O Q U) M W CN U�/)M C) W �/ J WF -0 I d. �CD C;)o Wcy)MZ Z n• i N / 3 CL cv a Z o 8d @ 3 OC EN. 12" OC F.N. 12" oc w/ 7" min. embedment 3X min. v: ~ F 7 f, �r.. Folz Cor) _ . A Ci- G�C���tN._i; � r� �:',".y C J TtrgB Asp SS A '"� i�M.00;fC 1 240 plf 7/16" Sheathing plywood siding 8d 0.113" dia w/ 1- ( ) 3/8 minimum nail penetration in framing 8d 6" OC EN. 12 OC F.N. 5/8" dia. A.B. @ 48 oc w/ 7 min. embedment 2X min. Simpson H1 or L90 clips @ 24" OC max. „ 16d's @ 6 OC Simpson H1 or L90 2 350 p if 7/16„ Sheathing plywood siding 8d (0.113" dia) w/ 1- 3/8" minimum nail penetration in framing 8d @ 4" OC EN. 12" OC F.N. 5/8" dia. A.B. @ 36" oc w/ 7" min. embedment 2X min. Simpson H1 or L90 clips @ 24" OC max. 16d's @ 4" OC „ clips @ 24 OC max. 16d's @ 2-1/2" OC PLAN penetration in framing F.N. embedment SHEET TITLE it .. 5/8" dia A B @ 44 post W column base p / 3 450 plf 7/16" Sheathing plywood siding 8d (0.113 dia) w 1- 3/8" minimum nail penetration in framing 8d @ 3 OC EN. 12" OC F.N. 12" oc w/ 7" min. embedment 3X min. Simpson H1 or L90 clips @ 24" OC max. 16d's @ 3" OC FOUNDATION 7/16 Sheathing 8d (0.113" dia) w/ 1- 8d @ 2" OC 5/8" dia. A.B. @ Simpson H1 or L90 CBSQ44-SDS2 4 585 If p plywood siding 3/8" minimum nail EN. 12" OC 10" oc w/ 7" min. 3X min. „ clips @ 24 OC max. 16d's @ 2-1/2" OC PLAN penetration in framing F.N. embedment PT SILL ° LJ GRADE OR GRADE OR o a, o' I I-1111: CONCRETE PAVING CONCRETE PAVING #4 REBARS 4" OVER GRADE OR 4" OVER GRADE OR 2" MINIMUM ABOVE 2" MINIMUM ABOVE 24" SO. CONC. a CONCRETE OR PAVING. r0 CONCRETE OR PAVING. FOOTING, 12" a o' DEEP, 3#4 EACH WAY 4 REBARS c o • o �. a .,a 4 DETAIL #4 REBARS SCALE: r = V -o - NOTES: a. For framing of other species: (1) Find specific gravity for species of lumber in AF&PA NDS. (2) For staples find shear value from table above for Structural I panels (regardless of actual grade) and multiply Value by 0.82 for species with specific grav b. Panel edges backed with 2 -inch nominal or wider framing. Install panels either horizontally or vertically. Space fasteners maximum 6 inches DATE 6/16/2015 on center along intermediate framing members for 3/8 -inch and 7/16 -inch panels installed on studs spaced 24 inch C. 3/8 -inch panel thickness or siding with a span rating of 16 inches on center is the minimum recommended where applied directly to framing DRAWN BY RLE as exterior siding. For grooved panel siding, the nominal panel thickness is the thickness of the panel measured a d. Framing at adjoining panel edges shall be 3 inches nominal or wider. CHECKED BY RLE e. Values apply to all -veneer plywood. Thickness at point of fastening on panel edges governs shear values. f. Where panels are applied on both faces of a wall and fastener spacing is less than 6 inches o.c. on either side, panel joints shall be offset to SCALE: AS -NOTED fall on different framing members, or framing shall be 3 inches nominal or thicker at adjoining panel edges g. In Seismic Design Category D, E or F, where shear design values exceed 350 pounds per linear foot, all framing members receiving edge SHEET fastening from abutting panels shall not be less than a single 3 -inch nominal member, or two 2 -inch nominal members fa h. Staples shall have a minimum crown width of 7/16 inch and shall be installed with their crowns parallel to the long dimension of the framing members. 2 L For shear loads of normal or permanent load duration as defined by the AF&PA NDS, the values in the table above shall be multiplied by 0.63 or 0.56, respectively. r1' ' � r� j. 3"X 3"X 0.229" -thick plate washers at all anchor bolts. PERMIT #BUTTECOUNTYDI -.VELOPMEW SERVICES CODE OOMPLI NCE 1 w �ILLEI:1 11 E 1� 1 L CS-11 I'E 1� 1 LL I E 1 1 I L E I 1(E)IROOE 1-1 I E E E 1 I E IIEEEID-1I1IEEEID]1IILECI�_JIIILEEI1]11IL L1C-1I Z ED a I E LE �`I Z ED I I E I E f jil_ _1(- -1(- -1(- -1 F_ (- -1 '. TF 7-7 f -f T �I L_JL=JL=JL=JL_JL=�I:.' " :'��L_JL=JL_JL=J I . IL_J L_J L_J L_J L_J L_JI I : I IL -JL -JL -JL -Ji I '' I••• I IL -JL -JL -JL -JL -JL- JI I : IL L_J L_J L_JI 1•• .,f• :♦:} r, Ir � r � r � r � � � r �1 : ::;::•:,.;:.,.;w.• Ir 1I '= ��L-JL_ JL_JL_JL_J1 ''w iL�L_JL_JL_ J 2"x3" G.I. DOWNSPOUT 28'-5" EXISTING . G.I. GUTTER TYP.' • ... •' - �: . • • ' .. ', • ' , . • .: • • • . _ .... :STUCCO NOTES FOR 3 -COAT STUCCO: 7/8" MINIMUM THICK OVER METAL LATH OVER 2 LAYERS OF GRADE D PAPER OVER PLYWOOD SHEATHING AND HAS 26 GA. GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" OVER GRADE OR 2" MINIMUM ABOVE CONCRETE OR PAVING, TYP. ADDITION ATTIC VENTILATION REQUIREMENTS: ADDITION AREA: = 1904 SQ.FT. VENT REQUIRED: = 12.69 SQ.FT. VENT PROVIDED: EAVE VENT: 16 x 3 x 22 / 144 = 7.33 SQ.FT.- LOUVER VENT: 4 x 14 x 24 / 144 = 9.33 SQ.FT. LOUVER VENT: 1 x 12 x 16 / 144 = 1.33 SQ.FT. 4-14"x24" LOUVER VENTS ARE NEEDED 1-12"x6" LOUVER VENT IS NEEDED 16-3"x22" EAVE VENTS ARE NEEDED 1 VENT AT EVERY THIRD SPACE 2"x3" G.I. -DOWNSPOUT„- 6'-O” 62'-0" PROPOSED ADDITION COMPOSITION SHINGLE OV/ 1 LAYER OF 30# FELT OV/ 7/16" RADIANT BARRIER OSB P -P n NIT I= I F-\/OTI n ISI tiUALL: 1/4 = 1 —U COMPOSITION SHINGLE OV/ 1 LAYER OF 30# FELT OV/ 7/16" RADIANT BARRIER OSB REAR ELEVATION SCALE: 1/4" = 1'-0" 12 12 4 4 2-14x24 S ; .•ATTIC VENTS ,•. STUCCO 28'-0" LEFT ELEVATION SCALE: 1/4" = 1'-0" NOTES FOR 3 -COAT STUCCO: - 7/8" MINIMUM THICK OVER METAL LATH OVER 2 LAYERS OF GRADE D PAPER OVER PLYWOOD SHEATHING AND HAS 26 GA. GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" OVER GRADE OR 2" MINIMUM ABOVE CONCRETE OR PAVING, TYP. COMPOSITION SHINGLE OV/ 1 LAYER OF 30# FELT OV/ 7/16" RADIANT BARRIER OSB 2"x3" G.I. DOWNSPOUT NOTES FOR 3 -COAT STUCCO: - 7/8" MINIMUM THICK OVER METAL LATH OVER 2 LAYERS OF GRADE D PAPER OVER PLYWOOD SHEATHING AND HAS 26 GA. GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" OVER GRADE OR 2" MINIMUM ABOVE CONCRETE OR PAVING, TYP. 1I=LCI-I:IIILEEI11 -1I= 7-1- 1 I E1-:ILE-1-- -7-T-- IILEEll IILEEI_1]1II(L�Oo 1 1 I E I_D I LTJ 1 L C_I 1 I E 1� I L E�-1] 1I IL ECEI]1IILE� L TJ 7-L T___F_Z L �1 Z Z TS•1 Z L r� �_ZS�_=S� STUCCO. .. i____��-----------='-------=r--- 28'-5" EXISTING COMPOSITION SHINGLE OV/ 1 LAYER OF 30# FELT OV/ 7/16" RADIANT BARRIER OSB 12 12 4� 4 •.12X16 ATTIC VENTS t' -000 CL •(E) GARAGE . STUCCO 5'-0" L 24'-0" L 5'-0" RIGHT ELEVATION SCALE: 1/4" = 1'-0" 2"x3" G.I. DOWNSPOUT PERMIT# Fdt(/1 `t - BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD COMPLIANCE DAT REVISIONS 0 UtbUKIr I IUN BY DATE 0 0 0 A STAMP QROFESS/pNq ARD 4 p Fyc/ No. C 52,489 Exp. 12-31-16 sT9r11 c v►� 0 V a� Z (1) W -1-3 � C) U) 00 _ Q N U) = O W 0 NM O W ■ ■ ft• O W M Z Z � Map a E'oR CCD": GOM` PLIANCE TRC AND t�� SOCIt TS S SHEET TITLE ELEVATION PLAN DATE 6/16/2015 DRAWN BY RLE CHECKED BY RLE SCALE: AS—NOTED 5 . 12 12 4 4 2-14x24 S ; .•ATTIC VENTS ,•. STUCCO 28'-0" LEFT ELEVATION SCALE: 1/4" = 1'-0" NOTES FOR 3 -COAT STUCCO: - 7/8" MINIMUM THICK OVER METAL LATH OVER 2 LAYERS OF GRADE D PAPER OVER PLYWOOD SHEATHING AND HAS 26 GA. GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" OVER GRADE OR 2" MINIMUM ABOVE CONCRETE OR PAVING, TYP. COMPOSITION SHINGLE OV/ 1 LAYER OF 30# FELT OV/ 7/16" RADIANT BARRIER OSB 2"x3" G.I. DOWNSPOUT NOTES FOR 3 -COAT STUCCO: - 7/8" MINIMUM THICK OVER METAL LATH OVER 2 LAYERS OF GRADE D PAPER OVER PLYWOOD SHEATHING AND HAS 26 GA. GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" OVER GRADE OR 2" MINIMUM ABOVE CONCRETE OR PAVING, TYP. 1I=LCI-I:IIILEEI11 -1I= 7-1- 1 I E1-:ILE-1-- -7-T-- IILEEll IILEEI_1]1II(L�Oo 1 1 I E I_D I LTJ 1 L C_I 1 I E 1� I L E�-1] 1I IL ECEI]1IILE� L TJ 7-L T___F_Z L �1 Z Z TS•1 Z L r� �_ZS�_=S� STUCCO. .. i____��-----------='-------=r--- 28'-5" EXISTING COMPOSITION SHINGLE OV/ 1 LAYER OF 30# FELT OV/ 7/16" RADIANT BARRIER OSB 12 12 4� 4 •.12X16 ATTIC VENTS t' -000 CL •(E) GARAGE . STUCCO 5'-0" L 24'-0" L 5'-0" RIGHT ELEVATION SCALE: 1/4" = 1'-0" 2"x3" G.I. DOWNSPOUT PERMIT# Fdt(/1 `t - BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD COMPLIANCE DAT REVISIONS 0 UtbUKIr I IUN BY DATE 0 0 0 A STAMP QROFESS/pNq ARD 4 p Fyc/ No. C 52,489 Exp. 12-31-16 sT9r11 c v►� 0 V a� Z (1) W -1-3 � C) U) 00 _ Q N U) = O W 0 NM O W ■ ■ ft• O W M Z Z � Map a E'oR CCD": GOM` PLIANCE TRC AND t�� SOCIt TS S SHEET TITLE ELEVATION PLAN DATE 6/16/2015 DRAWN BY RLE CHECKED BY RLE SCALE: AS—NOTED SHEET NOTES: ALL EXISTING HOUSE DIMENSIONS ARE C ?DUEBLE A(:B 5 1 28'_5" 62'-0" NEW ROOF TOP PLATES 4'-0" LAPPED W/8 -16D sl 11 SHOWN FOR EXISTING ROOF 7/16"OSB W/8d NAILS 1/2" CDX PLYWOOD SHEATHING W/8d @ 6 OC. EDGES & 12 OC FIELDS @ 6" OC @ BOUNDARY & SUPPORTED EDGES, 12" MAX. INFORMATION ONLY. NAILING, U FIELD NAILING, UNBLOCKED - x8 HDR4x8 HDR 4x8 HDR ALL DEPENDENT ''-6" - -- --- --- - --------- -- ._---�__-- -. DIMENSIONS ARE TO 0 I LO BE VERIFIED BY THE r--�----T----r----r----r---,----,----7----T----r----r----�-- ,----7- I I I I I I I I 1 I I I I I I —J----J----I----L----L----I-----�-----�-----�----1----�--- ----L— -- CONTRACTOR. 1____L ---- L____L___J____J____1____1____L____L____L_ _ I I I I I I I I I I I I I I t I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I t I I I I I I I I I I I I I I I N 03 A5 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Q I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I 14 M M I I I ( I I I I I I I I I I I I Q Q Q I I I I I I I 1 I I I I I I I I Q Q I I POST CAP EPC44, TYP. 44 POST, TYP. SPS EDGE NAILING SPS , FASCIA p ROOF RAFTER 2X - MST 60, ceiling joist (truss�_to J_ —1-1— I_ L. Roof SPS 2x blocking 6-8d's @ 4'-0" oc 0 SPS edge nailing 2x outlooker BLK'G 4-16d's strut—,-' SPS edge nailing 22"X3 "ATTIC. PROVIDE A PEI ELECI RICAL RECEPTACLE) LIGHT FIXTURE NEAR HE PASS GEWAY 2 1'-6" 28'-0" 5-2" AZCB 5 5 ROOF FRAMING PLAN SCALE: 1/4" = V-0" to blocking L90 rafter to top plate. For 8:12 1 or greater gInnP 1ICP H1 SPP Shear W< 2x4 strut @ 4'-0" oc 1+ Pre-engineered truss or ed of na I )I/- 2x cripple stud @ 16" oc g H1 CLIP A35 clip, truss or cripple wall DOUBLE TOP PLATE 2x bloc6 I I I I I I I I I I t I I I I I I I I I I 1 I I I I I I EDGE NAIL 2X4 STUD @ 16"OC shear wall. Spacing based on shearwall type. See "Shear Wall Table" for spacing SPS edge nailing HEADER -WHERE OCCURS A35, strut to top plate I (E) 1ROqF I I I I I 1 I I t I ► t I I Shear wall X see plans Double top plate—/' SHEAR TRANSFER DETAIL GABLE WALL DETAIL Scale: 3/4" = 1'-0" 2 J� Scale: 3/4" = 1'-0" I I I I I 1 1 I I I I 1 I I I I I I I I I I I I I 1 I I I t I I I 1 I I I I I I11 I 1 I I I I V2 . a , I I I I I I 1 I I I I 1 I I I 1 I I I I 1 1 I 11l I I I I I I I I I I I I I I I I I I � D e 1 a '..V3•.•.•.•. ' V4 ... .. I i i i i i i i 1 it i i i i i I .. ••.CAL. FILL I I I I I I I I I I I I I I.. I I I FRIG. V5' 44 P T, x8 HD Iii i i i i i 1 • •• ' .. ............ • • • • • • • ••• 6 I ; ► I I I I I I I ►, I 1 I I I , .. .V6. .. I I 1 I I I ( I ► I I I 61 , ,I, IZi-IL JL JL JL L JL JL JL JL_ JL JL JL JLtef I I I I I 1 I I II I I I I - 1 ly ®® j 1\1-- — 4x8 H R I I I I I I I I I_ ----�----I-----,----i---- i ----1 - HGUS26-3, TYP. I1---1----i----T- I I Al — L--------1---------L----L----I-----I----1----�---------1----------I--- il o Al— - 117 , � 4x8 HDR AG H1 4x8 HDR �� 8d � 6 oc, edge nail SPS on ,(_ this truss both slopes I 1 POST CAP EPC44, TYP. 44 POST, TYP. SPS EDGE NAILING SPS , FASCIA p ROOF RAFTER 2X - MST 60, ceiling joist (truss�_to J_ —1-1— I_ L. Roof SPS 2x blocking 6-8d's @ 4'-0" oc 0 SPS edge nailing 2x outlooker BLK'G 4-16d's strut—,-' SPS edge nailing 22"X3 "ATTIC. PROVIDE A PEI ELECI RICAL RECEPTACLE) LIGHT FIXTURE NEAR HE PASS GEWAY 2 1'-6" 28'-0" 5-2" AZCB 5 5 ROOF FRAMING PLAN SCALE: 1/4" = V-0" to blocking L90 rafter to top plate. For 8:12 1 or greater gInnP 1ICP H1 SPP Shear W< 2x4 strut @ 4'-0" oc 1+ Pre-engineered truss or ed of na I )I/- 2x cripple stud @ 16" oc g H1 CLIP A35 clip, truss or cripple wall DOUBLE TOP PLATE 2x bloc6 3 TRUSS TO BEAM Scale: 3/4" = V-0" 3 (5) 1 A2 0 I (7)1 Al A 5 28'-10" 2-2x DOUBLE TOP PLATES 02"min:-�—�- 1Yz" min. C 1'-6" 11-6" (8) 16d COMMONS STAGGER 0 I co REVISIONS Q DESCRIPTION BY DATE 0 0 D D 1 STAMP QFtOFESSIpNq ARD No. C 52489 Exp. 12-31-16 F t�1E 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 �0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0 0 C 0 0 0 V 0 C 0 0 0 0 " 0 48 min. TOP PLATE SPLICE (N) STUCCO APPROX. 1 '?,, (N) BUILDING WRAP Z NO. 26 GALVANIZED STEEL FLASHING COMPOSITION SHINGLE OV/ 30# FELT OV/ 7/16" 6' FLASHING 1/2" MIN. APPROX. OSB 6" /Jrmrnirrirrirri mmirrirri ininirri MINIMUM PAN FLASHING (NO. 26 GALVANIZED STEEL FLASHING) �7z, — — 1=//zz 7lIZ — \/ I BUILDING WRAP 30# � 7/16' OSB y/\ (E) ROOF , TYP. (� I (E) ROOF , TYP. I t I I 1/2' GYPSUM BO E) SIDE OF GARA / I/\I �1 ,�,�1�'f�_;'*;".s.:,:/:F,►,uei,'v'''�.-'":„"'`�iiTS`'”e:i.'�'%3Lfi��,"m'�"i\iSci•'.:aiS'"" 1/2" GYPSUM BOARD CEILING (E) DOUBLE TOP PLATE (E) 20 0 16" OC STUD N) SIMPSON LTP4 4 DETAIL 24 °° MAX. — Scale: 2"= V-0" NP SI `fj16 Beam, 4x8 Z 16d � ►1s Q-1 i6" p.N44jv�_ 4x4 Post ost cap P GYPSUM BOARD (M HOUSE SIDE N 2x4 STUD 0 16" OC 1-3.5x11.125 LVL, E=1900 KSI 4x4 Post Post cap EPC 44 C) O L1J }, � Z CDMN L. W 4-0U-)�1 C)CnM00 =Q �oI-U W d., r- � Cn o O)CD 00 WInimZ Z rPP- 0 FOR CODE COMPLIANCE Iov04211_,3 T r, 7� Pi*^.D AWSO!;'ATES SHEET TITLE ROOF FRAMING PLAN DATE 6/16/2015 DRAWN BY NLE CHECKED BY RLE SCALE : AS—NOTED SHEET 6 Post and Beam Detail 4 PERMIT BUTTE COUNTY DEVELOPME T S RVICES r f- r i 1 L_ V II " V V L_" LJ 1 %J e L CO EOMPLI NCE DATE �'� -- = ply 1 to top plate along length of EDGE NAIL 2X4 STUD @ 16"OC shear wall. Spacing based on shearwall type. See "Shear Wall Table" for spacing SPS edge nailing HEADER -WHERE OCCURS A35, strut to top plate Shear wall X see plans Double top plate—/' SHEAR TRANSFER DETAIL GABLE WALL DETAIL Scale: 3/4" = 1'-0" 2 Scale: 3/4" = 1'-0" 3 TRUSS TO BEAM Scale: 3/4" = V-0" 3 (5) 1 A2 0 I (7)1 Al A 5 28'-10" 2-2x DOUBLE TOP PLATES 02"min:-�—�- 1Yz" min. C 1'-6" 11-6" (8) 16d COMMONS STAGGER 0 I co REVISIONS Q DESCRIPTION BY DATE 0 0 D D 1 STAMP QFtOFESSIpNq ARD No. C 52489 Exp. 12-31-16 F t�1E 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 �0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0 0 C 0 0 0 V 0 C 0 0 0 0 " 0 48 min. TOP PLATE SPLICE (N) STUCCO APPROX. 1 '?,, (N) BUILDING WRAP Z NO. 26 GALVANIZED STEEL FLASHING COMPOSITION SHINGLE OV/ 30# FELT OV/ 7/16" 6' FLASHING 1/2" MIN. APPROX. OSB 6" /Jrmrnirrirrirri mmirrirri ininirri MINIMUM PAN FLASHING (NO. 26 GALVANIZED STEEL FLASHING) �7z, — — 1=//zz 7lIZ — \/ I BUILDING WRAP 30# � 7/16' OSB y/\ (E) ROOF , TYP. (� I (E) ROOF , TYP. I t I I 1/2' GYPSUM BO E) SIDE OF GARA / I/\I �1 ,�,�1�'f�_;'*;".s.:,:/:F,►,uei,'v'''�.-'":„"'`�iiTS`'”e:i.'�'%3Lfi��,"m'�"i\iSci•'.:aiS'"" 1/2" GYPSUM BOARD CEILING (E) DOUBLE TOP PLATE (E) 20 0 16" OC STUD N) SIMPSON LTP4 4 DETAIL 24 °° MAX. — Scale: 2"= V-0" NP SI `fj16 Beam, 4x8 Z 16d � ►1s Q-1 i6" p.N44jv�_ 4x4 Post ost cap P GYPSUM BOARD (M HOUSE SIDE N 2x4 STUD 0 16" OC 1-3.5x11.125 LVL, E=1900 KSI 4x4 Post Post cap EPC 44 C) O L1J }, � Z CDMN L. W 4-0U-)�1 C)CnM00 =Q �oI-U W d., r- � Cn o O)CD 00 WInimZ Z rPP- 0 FOR CODE COMPLIANCE Iov04211_,3 T r, 7� Pi*^.D AWSO!;'ATES SHEET TITLE ROOF FRAMING PLAN DATE 6/16/2015 DRAWN BY NLE CHECKED BY RLE SCALE : AS—NOTED SHEET 6 Post and Beam Detail 4 PERMIT BUTTE COUNTY DEVELOPME T S RVICES r f- r i 1 L_ V II " V V L_" LJ 1 %J e L CO EOMPLI NCE DATE �'� -- = ply 1 SIMPSON HOLDOWN' PER PLAN CONCRETE - FOUNDATION PER PLAN SECTION " STUDS OR 1318" EDGE NAILING POST PER —� INTO HOLDOWN PLAN (2-2x POST & SILL MIN.) . ' PT SILL PLATE PER PLAN 41 3/4" HOEDOWN SHEATHING e PER PLAN �— PROVIDE SHEARWALL v . EDGE NAILING ' INTO HOLDOWN RLE POST & SILL ' PLATE 41 3/4" HOEDOWN 5' ANCHOR MIN. MIN. SIMPSON SSTB PER PLAN m C1/Anr%ki 3" MINIMUM EDGE DISTANCE 6" MINIMUM 8" FOR SST828 EMBEDMEMT LINE --\ 4111 a + SLAB le l' v d A. j, • _ ' FOOTING • d ,. •' ; SIMPSON STRONG -TIE SSTB tlnlA0nCITIf1Al C"INGLEOV/ 1 ELT OV/ IARRIER OSB J E U I IUN A— A OV/6 MIL VAPOR OV/ COMPACT GRAVEL FILL SCALE: 1/4" = 1'-0" 5 BATT SULATION STUCCO OV/METAL LATH OV/2 LAYERS GRADE D PAPER OV/ 3/8" PLYWOOD SHEATHING REVISIONS Q UtJI:MIF I IUN BY DATE A 0 0 A STAMP QROFESS/pNq ARO ���Qy���GN�Fl Fyc� 2 No. C 52489 Exp. 12-31-16 \TF SIMPSON SSTB PER INSTALL SSTB ® 45' SIMPSON SSTB PER SIMPSON SSTB PER PLAN OR DETAILS TO STEM WALL PLAN OR DETAILS PLAN OR DETAILS t INSTALL SSTB ® GJ0 5 MIN. INSTALL SSTB 0 �J t 5"MIN. `S 45' TO STEM WALL �� 45' TO STEM WALL t -- ---- ----------------------- -------------------- 12 12 0 4 O ---�� --�� LONGITUDINAL REINFORCING LONGITUDINAL REINFORCING 1\r, 3 3 LONGITUDINAL REINFORCING raj 4 ROOF TRUSSES r i Q ! MII�N STEM WALL PER PLAN a 3 IN STEM WALL PER PLAN ! °- °- IN STEM WALL PER PLAN ! 11111000 ® 24Mw OC }� , ^ w OR DETAILS 4 MIN. U �1 OR DETAILS (#4 MIN.) � � OR DETAILS (#4 MIN.) � � N � (# ) MIN. REBAR LENGTH MIN. REBAR LENGTH MIN. REBAR LENGTH rc�, te,-r,Yw-f�-„�,-Y Y�,-�-�r�-�Y�-.-VriW�,-,-,�,-��,w�YY, Y z � 0) O If W� 4.3 LO i PER TABLE PER TABLE PER TABLE R38 BATT Q v, M TYPICAL CONDITION END CONDITION CORNER CONDITION INSULATION R15 BATT �+/ m 00 INSULATION r_n v , O HOLDOWN & ANCHOR BOLT - STANDARD INSTALLATION BEDROOM W f- U LIVING ROOM SIMPSON MIN MIN. MIN. REBAR APPLICABLE SIMPSON EXCAVATION N �0 MODEL DIA. STEM EMBED. LENGTH HOLDOWN LENGTH 0 NO. Le NP, END MONO POUR DOUBLE POUR • O SSTB16 5/8 6" 12-518" 48" 36" HTT4 15" W M W Z Z ^ L.L.. SECTION B- B SCALE: 1/4" = l'—O" 110 ni v1 A C T01 IQC SECTION C -C SCALE: 1/4" = l'—O" 15 BATT ISULATION PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD COMPLIANCE DAT _ _ = BY PRO Fl, �..� fC OauE APV.,f, G • _.j TRS AN PSC SOu$E �T77: SHEET TITLE SECTION PLAN DATE 6/16/2015 DRAWN BY RLE CHECKED BY RLE SCALE: AS—NOTED SHEET 5 MOTES: ALL EXISTING HOUSE DIMENSIONS ARE SHOWN FOR INFORMATION ONLY. ALL DEPENDENT DIMENSIONS ARE TO BE VERIFIED BY THE CONTRACTOR. REVISIONS 0 DESCRIPTION BY DATE A 0 0 0 STAMP QFtOFESS/gvq ARD 4, `Fyc/ 2 No. C 52489 Exp. 12-31-16 0 0 W � Z o w LOOWMOO =Q O HVAC DUCTING PLAN W SCALE: 1/4" = V-0" (n c) 00 Wc�00Z Z PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CSD COI�IIiPLIANCE DATE cl EY LEGEND: (N) NEW (E) EXISTING © EXISTING WALL ® EXISTING WALL TO BE REMOVED NEW WALL 25 - FOR CQDL: CO": FLI^W_fC _ 1'Ar1iC. 4 t ,J TP, 73 A!,.'D d` woof. AT1:S SHEET TITLE DUCTING PLAN DATE 5/21/2015 DRAWN BY NLE CHECKED BY RLE SCALE: AS -NOTED SHEET ELECTRICAL SYMBOL: 120V DUPLEX OUTLET 120V SPLIT/SWITCHED OUTLET 22cv 220V OUTLET AFCI 120V DUPLEX OUTLET/ARC FAULT CIRCUIT INTERRUPTER TR /TEMPER -RESISTANT RECEPTACLE e ';Fa 120V DUPLEX OUTLET/GROUNG FAULT CIRCUIT INTERRUPTER WP 120V DUPLEX OUTLET/GROUNG FAULT CIRCUIT INTERRUPTER/WATER PROOFED WP THERMALSTAT SINGLE -POLE SWITCH 3 3 -WAY SWITCH 4 4 -WAY SWITCH DIMMER v VARIABLE SWITCH ® VACANCY SENSOR CEILING INCANDESCENT LIGHT (SEE TABLE 150-8 BELOW FOR HIGH EFFICIENCY LUMINAIRE REQUIREMENTS) CEILING LED LIGHT (SEE TABLE 150-8 BELOW FOR _'�ED HIGH EFFICIENCY LUMINAIRE REQUIREMENTS) CEILING RECESS FLUORESCENT LIGHT ►-� SURFACE MOUNT FLUORESCENT LIGHT Q WALL LED LIGHT O RECESS INCANDESCENT LIGHT ® RECESS COMPACT FLUORESCENT LIGHT(SEE TABLE 150-8 BELOW FOR HIGH EFFICIENCY LUMINAIRE REQUIREMENTS) EXHAUST FAN (5 -AIR CHANGES) Q PHONE JACK 0 SMOKE ALARM 11OV/BATTERY BACK-UP Ig SMOKE ALARM ( CARBON MONOXIDE) RB DOOR BELL O JUNCTION BOX ELECTRICAL 0 GAS STUB 100A, SEE E ELECTRICAL - ® 11OV. DEDICATED CIRCUIT (FOR FUTURE CHARGING NOTE ELECTRIC VEHICLE CHARGER UNIT) BELOW Lo A/C DISCONNECT 1 REMOTE BUTTON/DOORBELL CEILING FAN & LIGHT on RECESS COMBO. FAN/FLUORESCENT LIGHT, 50 CFM MIN. ® 24" HOUSEHOLD FAN, 4500 CFM MIN. ELECTRICAL NOTES: 1. SMOKE ALARMS SHALL BE INSTALLER PER CBC 907.2.11.1. 2. BATHROOM AND LAUNDRY FAN SHALL BE CAPABLE OF 5 -AIR CHANGES PER HOUR. 3. TELEPHONE OUTLET PREWIRED BY TELEPHONE COMPANY, COORDINATE AS REQUIRED. 4. PROVIDE SWITCHED LIGHT/OUTLET AT ALL ATTIC ACCESSES. 5. ALL 125 -VOLT SINGLE PHASE, 15 -AND 20 AMPERE RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, OUTDOORS, KITCHENS (COUNTER TOP SURFACES), AND WET BAR SINKS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL". CEC 210-8(B). 6. PROVIDE A PERMANENT ELECTRICAL RECEPTACLE AND LIGHT FIXTURE SWITCH NEAR THE PASSAGEWAY OPENING, AT OR NEAR THE FURNACE. 7. ALL RECESSED LIGHTS AT INSULATED AREA TO BE IC -RATED. 8. ALL 120 -VOLT, SINGLE PHASE, 15420 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMITY ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. (CEC 210-12). 9. ALL 125 -VOLT, 15 AND 20 AMP NON-LOCKING TYPE RECEPTACLES IN THE DWELLING UNITS, GUEST ROOMS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. (CEC 406.12, 406.13, 406.14) 107HE LIGHT FIXTURE OVER BATHTUBS AND SHOWERS SHALL BE SUITABLE FOR DAMP LOCATIONS. CEC ARTICLE 410.10(A) REQUIRED RESIDENTIAL LIGHTING & RECEPTACLES: 11. BATHROOM: PERMANTLY INSTALLED LUMINAIRES IN BATHROOM SHALL BE HIGH EFFICACY LUMINAIRES, OR SHALL BE CONTROLLED BY VACANCY SENSORS. 12. ALL OTHER INTERIOR ROOMS: PERMANTLY INSTALLED LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES, OR SHALL BE CONTROLLED BY A DIMMER SWITCH OR CONTROLLED BY AN MANUAL -ON OCCUPANT SENSOR. 13.OUTDOOR LIGHTING ATTACHED TO BUILDINGS SHALL BE HIGH EFFICACY LUMINAIRES, OR SHALL BE CONTROLLED BY MOTION SENSOR W/ MANUAL -ON / AUTOMATIC OFF SWITCH AND PHOTO CONTROL. 14.LIGHTING IN GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS. LIGHTING INSTALLED IN ATTACHED AND DETACHED GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINAIRES AND CONTROLLED BY VACANCY SENSORS. 15. THE BRANCH CIRCUIT(S) PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLET(S) SHALL HAVE NO OTHER OUTLETS EXCEPT WITH THE SAME BATHROOM. CEC ARTICLE 210.11(C)(3) 16. THE BRANCH CIRCUIT(S) PROVIDED TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET(S) SHALL HAVE NO OTHER OUTLETS. CEC ARTICLE 210.11(C)(2) 17. AT LEAST TWO 20 -AMPERE SMALL -APPLIANCE BRANCH CIRCUITS TO SUPPLY KITCHEN COUNTERTOP RECEPTACLES. THE BRANCH CIRCUITS SHALL ONLY SUPPLY RECEPTACLES OUTLETS WITHIN THE SAME KITCHEN. CEC ARTICLE 210.52(B)(3) 18. TO DETERMINE THE MINIMUM LAMP EFFICACY CATEGORY, ONLY THE WATTS OF THE LAMP (NOT INCLUDING BALLAST) SHALL BE CONSIDERED. A HIGH EFFICACY LAMP HAS A LAMP EFFICACY THAT IS NO LOWER THAN THE EFFICACIES IN THE FOLLOWING TABLE: TABLE 150-B MINIMUM REQUIREMENTS FOR OTHER LIGHT SOURCES TO QUALIFY AS HIGH EFFICACY Note: Determine minimum luminaire efficacy using the system initial rated lumens divided by the luminaire total rated system input power. SEE NOTE 16 FOR LAUNDRY RECEPTACLE ANGLED HOOD W/ BACK -DRAFT DAMPER (E) GAS METER WALL LED LIGHT _ FEIT ELECTRONIC, 13.5W, 850 LUMENS (N) AC CONDENSER UNIT 4 -TON UNIT-\ 18.0 SEER 13.0 EER SEE NOTE 15 FOR BATHROOM SEE NOTE 10 FOR LIGHTING FIXTURE OVER BATHTUB - FOR �i \ TT RCI - FAN/ = \\ 24" HOUSEHOLD FAN, 4500 CFM \ PFCI crr cunvr eieau v ° I8kAFCI AFCI \ � \ GFCI ((� �.�_, GFCI TR TR UNDER COUNTER SEE NOTE 17 i FOR GARBAGE FOR KITCHEN i \ DISPOSAL COUNTERTOP RECEPTACLES, MECHANICAL PROTECTION DETAIL STEEL PIPE BOLLARD FLUE THRU ROOF UNION TYP.- TO APPROVED VENT CAP DIELECTRIC EXPANSION EL S XAT NECTION AMTROL MODEL ST -5 DISSIMILAR X-TROL PER CBC ERIALS 608.3 SHUT-OFCHECK VALVE VALVE - i SHUT-OFF VALVE HOT WATER ---- PIPING TO FIXRURES BLOCKING SEISMIC STRAPS SECURE BANDING TO WALL PER CPC - SECTION 507.2 (SEE NOTES BELOW) WALL �t- 18" HIGH WOOD PLATFORM COLD WATER IN PRESSURE & TEMPERATURE ,-----RELIEF VALVE SIZE TO MATCH UNIT CONNECTION AND CAPACITY PER CPC 608.4 ROUTE TO EXTERIOR OF BUILDING OR APPROVED RECEPTOR. PIPING TO TERMINATE WITH DOWNTURNED ELBOW AT 6" MIN. ABOVE FINISHED GRADE PER CPC SECTION 608.5 CONC. SLAB -'CONC. FILLED 3"D SCHEDULE 40 STEEL MINIMUM LUMINAIRE LUMINAIRE POWER EFFICACY TO QUALIFY RATING AS HIGH EFFICACY 5 WATTS OR LESS 30 LUMENS PER WATT OVER 5 WATTS TO 15 WATTS 45 LUMENS PER WATT OVER 15 WATTS TO 40 WATTS 60 LUMENS PER WATT OVER 40 WATTS 90 LUMENS PER WATT Note: Determine minimum luminaire efficacy using the system initial rated lumens divided by the luminaire total rated system input power. SEE NOTE 16 FOR LAUNDRY RECEPTACLE ANGLED HOOD W/ BACK -DRAFT DAMPER (E) GAS METER WALL LED LIGHT _ FEIT ELECTRONIC, 13.5W, 850 LUMENS (N) AC CONDENSER UNIT 4 -TON UNIT-\ 18.0 SEER 13.0 EER SEE NOTE 15 FOR BATHROOM SEE NOTE 10 FOR LIGHTING FIXTURE OVER BATHTUB - FOR �i \ TT RCI - FAN/ = \\ 24" HOUSEHOLD FAN, 4500 CFM \ PFCI crr cunvr eieau v ° I8kAFCI AFCI \ � \ GFCI ((� �.�_, GFCI TR TR UNDER COUNTER SEE NOTE 17 i FOR GARBAGE FOR KITCHEN i \ DISPOSAL COUNTERTOP RECEPTACLES, MECHANICAL PROTECTION DETAIL STEEL PIPE BOLLARD FLUE THRU ROOF UNION TYP.- TO APPROVED VENT CAP DIELECTRIC EXPANSION EL S XAT NECTION AMTROL MODEL ST -5 DISSIMILAR X-TROL PER CBC ERIALS 608.3 SHUT-OFCHECK VALVE VALVE - i SHUT-OFF VALVE HOT WATER ---- PIPING TO FIXRURES BLOCKING SEISMIC STRAPS SECURE BANDING TO WALL PER CPC - SECTION 507.2 (SEE NOTES BELOW) WALL �t- 18" HIGH WOOD PLATFORM COLD WATER IN PRESSURE & TEMPERATURE ,-----RELIEF VALVE SIZE TO MATCH UNIT CONNECTION AND CAPACITY PER CPC 608.4 ROUTE TO EXTERIOR OF BUILDING OR APPROVED RECEPTOR. PIPING TO TERMINATE WITH DOWNTURNED ELBOW AT 6" MIN. ABOVE FINISHED GRADE PER CPC SECTION 608.5 CONC. SLAB -'CONC. FILLED 3"D SCHEDULE 40 STEEL z PIPE BARRICADE IN `'' BARRICADE BASE 10" SQ. OR EQUAL �o. FOOTING FOOTING ROUND OR SQUARE WATER HEATER NOTES: N.T.S. 1. WATER HEATER HAVING NON -RIGID CONNECTORS REQUIRE EARTHQUAKE SUPPORT AS PER 507.2, 2013 CPC. 2. THE UNITS MUST BE SECURED W/ A MINIMUM 1" STRAPS, 22 GA., 2-1/2" LAG SCREWS 1/4"0 W/ WASHERS ANCHORED INTO THE FRAMING MEMBERS (PERFORATED IRON STRAP IS NOT ALLOWED). 3. STRAPPING SHALL BE AT POINTS WITHIN UPPER ONE-THIRD (1/3) AND LOWER ONE-THIRD (1/3) OF ITS VERTICAL DIMENSIONS. AT THE LOWER POINT, A MINIMUM DISTANCE OF FOUR (4) INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING PER 2013 CPC 507.2. ELECTRICAL PLAN SCALE: 1/4" = V-0" M1 "ININS111 SMOKE ALARM NOTE: SEE NOTE 15 FOR BATHROOM RECEPTACLES, TYP. SMOKE AND CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP, AND SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT PER CRC SECTION R314.4,R314.5, R315.1.2, AND R315.1.3. :SMOKE DETECTOR © : CARBON MONOXIDE DETECTOR BATHROOM EXHAUST FAN NOTE: BATHROOM FAN EXHAUST RATES SHALL BE MINIMUM 50 CUBIC FEET PER MINUTE FOR INTERMITTENT VENTILATION OR 20 CUBIC FEET PER MINUTE FOR CONTINUOUS VENTILATION. CRC SECTION R303.3 EXCEPTION AIR DUCT EXHAUSTS NOTE: ENVIRONMENTAL AIR DUCT EXHAUSTS (E.G., DRYERS, BATH FANS, DOMESTIC RANGE VENTS, ETC.) SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS. CMC SECTION 504.1 ELECTRICAL CHARGING NOTE: (PER 2015 CALIFORNIA GREEN BUILDING STANDARD CODE) A DEDICATED 208/240 -VOLT BRANCH CIRCUIT FOR THE FUTURE ELECTRIC VEHICLE CHARGER. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 -AMPERE MINIMUM DEDICATED BRANCH CIRCUIT. SPECIFY LOCATION SHALL BE VISIBLY MARKED AS "EV CAPABLE". CGBSC SECTION 4.106.4.1 LOAD CALCULATIONS: DRAIN VALVE GENERAL LOAD: z -GENERALLIGHTING: 1888 SQ. FT. AT3VA/SQ.FT= 2 - TWO 20-A APPLIANCE OUTLET CIRCUITS AT 1500VA EACH = z to - LAUNDRY CIRCUIT= n -ONE COOKING UNIT= 00 z PIPE BARRICADE IN `'' BARRICADE BASE 10" SQ. OR EQUAL �o. FOOTING FOOTING ROUND OR SQUARE WATER HEATER NOTES: N.T.S. 1. WATER HEATER HAVING NON -RIGID CONNECTORS REQUIRE EARTHQUAKE SUPPORT AS PER 507.2, 2013 CPC. 2. THE UNITS MUST BE SECURED W/ A MINIMUM 1" STRAPS, 22 GA., 2-1/2" LAG SCREWS 1/4"0 W/ WASHERS ANCHORED INTO THE FRAMING MEMBERS (PERFORATED IRON STRAP IS NOT ALLOWED). 3. STRAPPING SHALL BE AT POINTS WITHIN UPPER ONE-THIRD (1/3) AND LOWER ONE-THIRD (1/3) OF ITS VERTICAL DIMENSIONS. AT THE LOWER POINT, A MINIMUM DISTANCE OF FOUR (4) INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING PER 2013 CPC 507.2. ELECTRICAL PLAN SCALE: 1/4" = V-0" M1 "ININS111 SMOKE ALARM NOTE: SEE NOTE 15 FOR BATHROOM RECEPTACLES, TYP. SMOKE AND CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP, AND SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT PER CRC SECTION R314.4,R314.5, R315.1.2, AND R315.1.3. :SMOKE DETECTOR © : CARBON MONOXIDE DETECTOR BATHROOM EXHAUST FAN NOTE: BATHROOM FAN EXHAUST RATES SHALL BE MINIMUM 50 CUBIC FEET PER MINUTE FOR INTERMITTENT VENTILATION OR 20 CUBIC FEET PER MINUTE FOR CONTINUOUS VENTILATION. CRC SECTION R303.3 EXCEPTION AIR DUCT EXHAUSTS NOTE: ENVIRONMENTAL AIR DUCT EXHAUSTS (E.G., DRYERS, BATH FANS, DOMESTIC RANGE VENTS, ETC.) SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS. CMC SECTION 504.1 ELECTRICAL CHARGING NOTE: (PER 2015 CALIFORNIA GREEN BUILDING STANDARD CODE) A DEDICATED 208/240 -VOLT BRANCH CIRCUIT FOR THE FUTURE ELECTRIC VEHICLE CHARGER. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 -AMPERE MINIMUM DEDICATED BRANCH CIRCUIT. SPECIFY LOCATION SHALL BE VISIBLY MARKED AS "EV CAPABLE". CGBSC SECTION 4.106.4.1 LOAD CALCULATIONS: GENERAL LOAD: -GENERALLIGHTING: 1888 SQ. FT. AT3VA/SQ.FT= 5,664 VA - TWO 20-A APPLIANCE OUTLET CIRCUITS AT 1500VA EACH = 3,000 VA - LAUNDRY CIRCUIT= 1,500 VA -ONE COOKING UNIT= 5,100 VA - DISHWAHER = 1,200 VA - CLOTHES DRYER = 5,000 VA SUBTOTAL GENERAL LOAD = 21,464 VA First 10 kVA of general load at 100% 10,000 VA Remainder of general load at 40% 4586 VA Total of general load 14,586 VA Air conditioning 7,200 VA Total net general load 21,786 VA Calculated load for service 21,786 VA/240 V = 91 A P THIS DWELLING UNIT WOULD BE PERMITTED TO BE SERVED BY 100ASERVICE BUTTE COUNTY DEVELOP ENT SERVICES REQ 1tVVt FOR COPE COMPLIA NC NOTES: DATE__ ALL EXISTING HOUSE DIMENSIONS ARE SHOWN FOR INFORMATION ONLY. ALL DEPENDENT DIMENSIONS ARE TO BE VERIFIED BY THE CONTRACTOR. REVISIONS Q UtbUr%lt' I lulu BY DATE A A 0 STAMP QROFESSiov ��D L No. C 52489 Exp. 12-31-16 C) O W -W U a) L0 Z Q�No W�-�-' � 0 V 00 ! = Q O �I-U W �. � "O N C/) O) 3:00 . . 0 WCe) COZ Z ^• LL. i Wh Forz �.. GOhfi�LIP,N�� P i V f RG A A`�SO�p� T Ear SHEET TITLE ELECTRICAL PLAN DATE 5/21/2015 DRAWN BY NLE CHECKED BY RLE SCALE: AS -NOTED SHEET •ii�sa,• ,.T" s fi® CALIFORNIA COUNCIL INSPECTOR SIGNOFF CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildlngs shall be designed to Include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also Included In the application checklists and may be Included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations, [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration Increases the building's conditioned area, volume, or size. The requirements shall apply only to andfor within the specific area of the addition or alteration_ 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of Individual sections of C/,LGreen may apply to elther low-rise residential buildings high-rise residential buildings, or both. Indhlldusl sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise b0dings, no banner will be used, SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. in mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA -SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and /,iterations N New CHARTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of avallable natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shalt comply with this section_ 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which In total disturbs one acre or more, shall manage storm water drainage during construction- In order to manage storm water drainage during construction, one or mote of the following measures shall be Implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basirs of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compltancewih a lawfully enacted storm water management ordinance. 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater DIVOW-4.3 WATER EFFICIENCY AND CONSERVATION Exception: Additions and a!'teratlons not altering the drainage path. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE (MINIMUM STANDARDS FOR ENERGY EFFICIENCY). Forthe purposes of mandatory energy efficiency standards In this code, the California Energy Commission will continue to adopt mandatory standards. 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbingfbctures (water closets and urinals) and fittings (fau(ets and showerheads) shall comply with the following: 4.303.1.1 Water Closets. The effective flush volume of allwater closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The elle:tine flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and onefufl flush. 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons perflush. 4.303.1.3 Showerfieads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA Wate rSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower Is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at BO psi, or the shower shall be designed to only allow one shower outlet to be In operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow We of residential lavatory faucets shall not exceed 1.5 gallons Der minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets In Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings orsleeping units) in residential buildings shall not exceed 0-5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Ktchen faucets may temporarily Increase the flow above the maximum rate, but not to exceed 2.2 gallons Der minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced In Table 1401.1 of the California Plumbing Code. INSPECTOR SIGNOFF NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDEDAS A CONVENIENCE FOR THE USER. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 2.0 GMP Q 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.5 GPM @ 60 PSI MIN. 0.8 GPM Q 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIG USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.25 GAUCYCLE WATER CLOSET 1.28 GAUFLUSH URINALS 0.5 GAUFLUSH 4.304 OUTDOOR WATER USE 4.304,1 IRRIGATION CONTROLLERS, Automatic irrigation system controllers for landscaping provided by the builder and Installed at the time of final Inspection shall comply with the following, 1. Controllers shall be weather- or soil moisture -based controllers that automatically adust Irrigation in response tc changes In plants' nAadsasweather conditions change. 2 Weather -based controllers without Integral rain sensors or communication systems that account for focal rainfall shall have a separate wired or wireless rain sensorwhich connects or communicates with the controller(s). Solt moisture -based controllers are not required to have rain sensor input. Note: h" are Information regarding Irrigation controller function and specifications Is available from the Irrigation Association. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406,1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings In solelbottom plates at exteriorwalls shall be protected against the passage of rodents by closing such oDen!ngs with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle andfor salvage for reuse a minimum of 50 p!rcent of the non -hazardous construction and demolition waste In accordance with either Section 4 406.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste n'anagemant ordinance. Exceptions: 1. Excavated soil and land -clearing debris. 2 Alternate waste• reduction methods developed by working with local agencies If diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably closeto the jcbshe. 3 The enforcing agency may make exceptions to the requirements of this section when Isolated jcbsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan In conformance with Items 1 through S. The construction waste management plan shall be updated as necessary and shall be aval!able during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage forfuture use or sale. 2 Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3 Identify diversion facilities where the construction and demoltion waste malerial collected will be taken. 4 Identfy construction methods employed to reduce the amount of construction and demoliion waste g;neirate d- 5 Specify that the amount of construction and demolition waste materials diverted shall be calculated br weight or volume, but not by both - 4.408, 3 oth_4.408,3 WASTE MANAGEMENT COMPANY. Utifze awaste management company, approved by the eifarc ing agency, which can provide verifli able dacumentation thatthe percentage of construction and d?molition waste material diverted from the landfill compiles with Sectlon 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste rraterlalswill be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE. Projectsthat generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed four (4) Ibs.Isq.ft. of the building area shall meet the minimum 50% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. [HRI Projectsthat generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed two (:) Ibs.lsq.ft. of the building area shall meet the minimum 50% construction waste reduction requirement In Section 4.408.1 4.408,5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4._ Notes: 1. Sample forms found In "A Guide to the California Green Building Standards Code (Resldentiap" located at www.hcd_ca.gov1CALGreen.html may be used to assist in documenting compliance with this stiction_ 2 M Iced construction and demolition debris (C & D) processors can be located at the California Department of ResaurcesRecycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410,1 OPERATION AND MAINTENANCE MANUAL. Atthe time of final inspection, a manual, compact dsc, web -based reference or other media acceptableto the enforcing agency which includes all of the RI!owing shall be placed in the building: 1. Directions to the owner or occupantthatthemanual shall remain w'hthe building throughoutthelifs cycle of the structure. 2 Operation and maintenance Instructions for the fallowing: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water re use systtims- 3 1nformatlon from local utility, water and waste recovery providers on meth ods to further reduce resource consumption, Including recycle programs and locations - 4 Public transportation andfor carpool options available in the area. 5 Educational material on the positive impacts of an Interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range, 6 Information about water -conserving landscape and irrigation design and controllerswhlch conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation, 8 Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading aroundthe building, etc. 9 Information about state solar energy and incentive programs available_ 10. A copy of all special Inspections vert<ications required by the enforcing agency orthis [Calfiornia Green Building Standards] code. SIGNOFF DIVISION 4.5 ENVIRONMENTAL QUALITY 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U -S. EPA Phase II emission limits where applicable. Woodstoves, pe!lat stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough Installa'ion, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesl'es, sealant and caulks used on the project shall meetthe requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules appy: 1. Adhesives, adheshre bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management dlstrict rules where applicable or SCAQMD Rule 1168 VOC limits, as shown In Table 4.504.1 or 4.504.2, as arplicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylone and trIeloroethylene), exceptfor aerosol products, as specified In Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units a1 product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of Cal>Tornla Code ofFlegulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC Ilm`ta In Table 1 of the ARB Architectural Suggested Control Measure, as shown In Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4,504.3 Shall be determined by classifying the coating as a Fiat, Nonflat or Nonflat-High Gloss coating, based on Its gloss, as defined In subsections 4.21, 4.36, and 4.37 of the 2007 Californla Air Resources Board, Suggested Control M easure, and the corresponding Flat, Nonflat or Nonflat-High GlossVOC limit in Table 4.504.3 shall apply, 4.504.2.3 Aerosol Pafnts and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR Urnitsfor ROC in Section 94522(a)(3) and other requirements. including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of Californfa Code of Regulations, Title 17, commencing with Section 94520; and In areas under the Jurisdiction of the Gay Area Air Quality Management District additionally comply with the percentVOC by weight of product I!rnits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may, Include. but is not limitedto, the following, 1. Manufacturer's product specification_ 2. Field verification of on-site product containers. TABLE 4.504.1 - ADHESIVE VOC LIMIT r; (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS CURRENTVOC LiMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL& PANELADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEhA 13RANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS 350 PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESNE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEM8ERADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS 250 METALTO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 RUST PREVENTATIVE COATINGS 250 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESNE WITHTHE HIGHEST VOC CONTENT SHALLBE ALLOWED. 2, FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED INTHIS TABLE, SEE SOUTH COAST AIR OUALITY MANAGEMENT DISTRICT RULE 1165. TABLE 4.504.5 - FORMALDEHYDE LIM ITS, MAXIMUM FORfAALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 [THIN MEDIUM DENSITY FIBERBOARDS 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIRTOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONALiNFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2_ THIN MEDIU!A DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5118" (8 MM). INSPECTOR SIG NOFF TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds In Grams per Lfler) SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS 5D ARCHITECTURAL 350 NON -POROUS 250 POROUS 775 MODIFIED BITUMINOUS 300 MARINE DECK 760 OTHER 750 TABLE 4,504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGSz.a GRAMS OF VOG PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COAT114GS 50 NO WFLAT COATINGS 100 NO NF LAT -HIGH GLOSS COATINGS 150 SPECIALTY COATINGS LO ALUTAINUM ROOF COATINGS 400 SASEM ENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 5D BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETEIMASONRY SEALERS 100 DRIVEWAY SEALERS 5D DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 600 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGSr 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 MSTA LUC PIGMENTED COATINGS 300 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PR151ERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 5D RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB &TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED UMI TS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. OV o'QY�W PERMIT #BUTTE COUNTY DEV LOPIQIENT SERVICES REVIEWED FOR CODE COMPS NC� DAT � � B REVISIONS DESCRIPTION SC ION 0 DATE BY 0 A A A STAMP I? ESS/ov ARD 4, F2G' No. C 52489 Exp. 12-31-16 4r n *� PP.: r�7PZ CODE- CC)j,, i IAr.JGC TRE, A�4D ACS CI SHEET TITLE CALIFORNIA GREEN BUILDING CHECK LIST #1 DATE 5/21/2015 DRAWN BY NLE CHECKED BY RLE SCALE: AS -NOTED SHEET O C) W I U LO Z CDMN W-��O L. QVJ V) W O U �vm<N W F -U U), C) � �O ■ WM ppZ Z ^ 1..1. PP.: r�7PZ CODE- CC)j,, i IAr.JGC TRE, A�4D ACS CI SHEET TITLE CALIFORNIA GREEN BUILDING CHECK LIST #1 DATE 5/21/2015 DRAWN BY NLE CHECKED BY RLE SCALE: AS -NOTED SHEET INSPECTOR SIGNOFF DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.304.3 CARPET SYSTEMS. AN carpet Installed in the building interior shall meetthe testing and product INSPECTOR SIGNOFF CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS INSPECTOR SIGNOFF INSPECTOR SIGNOFF requirements of at least one of the following: 1. Carpet and Rag Institute's Green Label Plus Program. 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC sys'em installers shall be trained and certTled in the proper 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile insta'!ation of HVAC systems including ducts and equipment by a nationally or regionally recognized ,Organic Chemical Emissionsfrom Indoor Sources Using Environmental Chambers" Version 1.1, training or certification program. Uncert led persons may perform HVAC InstallatlonswNri under the February 2010 (also known as Specification 01350). direct supervision and responsiblity of a person trained and certified to install HVAC systems or 3. NSF1ANSl 140 at the Oold level. contractor licensed to Install HVAC systems. Examples of acceptable HVAG trainl ig and certification programs include but are not limited to the following_ 4. Scientific Certifications Systems IndoorAdvantagers Gold_ 1. fit ate• certlfled apprenticeship programs. 4.504.3.1 Carpet cushion. All carpet cushion installed In the building Interior shall meet the 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting yr verification requirements of the Carpet and Rug Institute's Green Label program. organizations. 4.504.3.2 Carpet adhesive. All carpet adhesive shalt meetthe r2qulremafTable 4.504.1. 4. Programs sponsored by manufacturing organhatians.ents 5. Other programs acceptable to the enforcing agency. 4.304.4 RESILIENT FLOORING SYSTEMS. Where res9lientflooring Is Installed, at least 80% of floor area receiving T02.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or resilient flooring shall comply with one or more of the following: the responsible entity acting asthe owner's agent shall employ one or more special inspectorsto provide 1. VOC emission limits defined In the Collaborative for Hlgh Performance Schools (GNPs) High inspection or other duties necessary to substantiate compliance with this code. Special Inspectors shall demonstree competence to the satisfaction of the enforcing agency forthe particular type of Inspectlon Performance Products Da*abase. or task to be performed. In addition to other certfica',ions or qualifications acceptable to the enforcing 2. Products compliant with CHPS criterla certt=ied under the Greenguard Children & Schools program, agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 3. CertlICation under the Resilient Floor Covering Institute (RFCI) Floor3core program. 1. Certification by a national or regional green building program or standard publisher. 4. Meet the California Department of Public Health, "Standard M ethod for the Testing and Evaluation of 2. Certification by a statewide energy consulting orverificotion organization, such as HERS raters, Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, building performance contractors, and home energy auditors_ February 2010 (also known as Specification 01350). 4.504,5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard 3. Successful completion of a third party apprentice training program In the appropriatetrade. composite wood products used on the interior or exterior ofthe buildings shall meetthe requirements for 4. Other programs acceptable to the enforcing agency. formaldehyde as specified in ARS's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown In Table 4.504.5 Notes- . 4.504.5.1 Dosumentativn, Verification of compliance with this section shall be provided as requested 1. Special inspectors shall be independent entities with no financial interest in the materials or the proJeetthey are inspecting for compliance with this code. by the enforcing agency. Documentation shall include at least one of the following: 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate 1. Product certifications and specifications_ homes In California according to the Home Energy Rating System (HERS). 2. Chain of custody certifications. (BSCJ When required by the enforcing agency, the owner or the responsible ent`y acting asthe owner's ProductInvoiced 3. Product labeled and Invoiced as meeting the Composite Wood Products regulation (see t l agent shall employ one or more special inspectors to provide Inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the CCR, it7a Section 93120, et se q-)- satisfaction of the enforcing agency forthe particulartype of inspection ortaskto be performed. In addition, the special Inspector shall have a certification from* recognized state, national or International 4. Exterior grade products marked as meetingtha PS -1 or PS -2 Vandards of the Engineered associa*Ion, as determined by the local agency. The area of certification shall be closely related to the Wood Association. the Australian AS1NZS 2209 or European 636 3S standards- primary jobfunction, as determined by the local agency. 3- Other methods acceptable to the enforcing agency. Note: Special inspectors shall be Independent entities wi•h noflnanclal interest in the materials -or the project they are inspecting for compliance with this code. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions oftheCalAornlaSuRdingStandardsCode. 703 VERIFICATIONS 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder 703.1 DOCUMENTATION. Documentation used to show compliance wish this code shalr include but isnot limited to, construction documents, plans, specifications, builder or Installer certiticatlon, by the California Residential Code, Chapter 3, shall also comply with this section. inspection reports, or otber methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special Inspection Is necessary to verify compliance, that 4.505.2.1 Capillary break. A capillary break shall be Insta!led In compliance with at least one of the method of compliance will be specified In the appropriate section or Identified applicable checklist. following; 1. A Cinch (101.6 mm) thick base of 112 Inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. for additional Information, see American Goncrete Institute, ACI 302.2R-06. 2- Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.305.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building matarialswith visible signs of water damage shall not be installed. Wall andfloorframing shall not be enclosed when the framing members exceed 19 percent moisture content. htolsture content shall be verified In compliance with the fallowing: 1. hl olsture content shall be determined wMi either a probe -type or contact -type moisture meter. Equh12lent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. 14 olsture readings shall be taken at a point 2 feet (610 mm) to 4 tact (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor c avities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.546.1 Bathroom exhaust fans. Each bathroom shall be mechanically vent'lated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless -functioning as a component of a whole house ventilatlon system, fans must be controlled by a humldity control. a_ Humidity controls shall be capable of adjustment between a relat ve humdity range less than or equal to 50% to a maximum of SO%. A humidity control may utilize manual or automatic means of adjustment. b_ A humidity control may be a separate component to the exhaust fan and Is not required to be Integral (I.e., buitt-in) Notes: 1. Forthe purposes of this section, a bathroom is a room which contains a bathtub, shower or tubishower combination, 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall by sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is establ shed according to ANSIIACCA 2 Manual J - 2004 (Residential Load Calculation), ASHRAE handbooks ar other equivalent design software. or methods. 2. Duct systems are sized according to ANSIIACCA 1 Manual D - 2009 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooll igequipment according toANSl1ACCA 3 ManualS - 2004 (Residential Equipment Selection), or other equivalent design software or methods - Exception, Use of ararnate design tempera!ures necessary to ensure the system functions are acceptable. PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR, � COMPLI NCE DAT REVISIONS DESCRIPTION DATE BY 0 0 STAMP QFtOFESSI NRD CF` Fye/ 2 No. C 52489 Exp. 12-31-16 \T9rF n f O C) W }, C) U _ U') �N Z -�.,M CN ll.l 4.3 LO i cr) 00 -=QN ��Vo W ►� �� 4 N �O 0 ■ W cy) oo Z Z n FOR coca' COMPLIANCE T AND ACA C°p0,! rS SHEET TITLE CALIFORNIA GREEN BUILDING CHECK LIST #2 DATE 5/21/2015 DRAWN BY NLE CHECKED BY RLE SCALE: AS -NOTED SHEET r t J GENERAL NOTES: 1. The contractor shall verify all dimensions, elevations and site conditions before starting work and shall notify the Engineer in responsible charge of any discrepancies. 2. All omissions and conflicts between the various elements of the working drawings and/ or specifications shall be brought to the attention of the Engineer in responsible charge before proceeding with work so involved. 3. Resolve any conflicts on the drawings with the Engineer in responsible charge before proceeding with construction. 4. The 2013 California Residential Code, 2013 California Mechanical Code, 2013 California Plumbing Code, 2013 Green Building Standards Code, 2013 California Electrical Code, and 2013 California Energy Code. 5. Provide manufacturer's approved product evaluation reports (ICC Reports) and a list of all proposed substitutions to the Engineer for review and written approval before fabrication and/ or installation. 6. Neither the owner nor Engineer will enforce safety measures or regulations. The contractor shall design, construct, and maintain all safety devices including shoring and bracing, and shall be solely responsible for conforming to all Local, State and Federal safety and health standards, law s; and regulations. The contract drawings and specifications represent the finished structure and do not indicate methods, procedures or sequence of construction. The contractor shall take necessary precautions 'to maintain and insure the integrity of the structure during construction. If a lawsuit is filed by one of the contractor's or subcontractor's employees, or any one else the contractor will indemnify, defend and hold the owner and Richard Le - Professional Engineer harmless of any and all such claims. 7. It shall be the responsibility of the contractor to assure that all structural elements and members (i.e. roof, slab, columns etc.) are adequately braced during construction. Bracing of such elements and members shall remain in IW the are ro erl secured p ace un i p 8. Construction material shallp be evenly distributed if placed on framed floors or roofs. Loads shall not exceed the allowable loading for the supporting members and their connections. 9. Specific details or notes on other sheets shall prevail over standard notes on this sheet. Where construction details are not shown or noted for any part of the work, such details shall be the same as for similar work shown on the drawings.A■ 10. The contractor shall determine the location of the utility services in the area to be excavated prior to beginning excavation. 11. Nopipes, ducts, sleeves, chases etc., shall be placed in slabs, beams, columns, walls, etc., unless specifically shown or noted. Nor shall any structural member be cut for pipes, ducts, etc., unless specifically shown. Obtain prior written approval for installation of any additional pipes, ducts, etc. STRUCTURAL WOOD NOTES: 1. Edge or end distances of nails in the direction of stress shall not be less than one half the required penetration per CBC 2013 Table 2304.9.1. The spacing center to center of nails in the direction o1 stress shall not be less than the required penetration. Holes for nails, where necessary to prevent splitting, shall be bored to a diameter smaller than that of the nail. 2. Anchor bolts holes shall be 1/32 to 1/16 inch larger than the anchor bolt diameter. Holes more than 1/16 inch larger s filled under the continuous supervision of a licensed special inspector. 3. Bolts shall be installed not less than 7 bolt diameters from the end and 4 diameters from the edge of the member. All r tightened when installed and re -tightened at the completion of work or before closing in. Thread projection shall be 1/1 minimum beyond the nut. Bolts in specified slotted holes shall be centered in the slot unless otherwise noted. 4. Lag screw clearance and lead holes shall be bores as follows: The clearaince hole for the shank shall have the same diar shank, and the same depth of penetration as the length of unthreaded shank. The lead hole for the threaded portion diameter equal to 60% of the shank diameter for screws up to 1/2 inch in diameter and 75% of the shank diameter f< lag screws. 5. Use cut steel washers for bolts, lag screws and nuts unless otherwise nolted. 6. Anchor bolts, bolts, lag screws and nuts shall be provided with square steel plate washers under heads and nuts which be Bolt diameter Thickness Size Inches Inches Inches 1/2 0.229" 3" x 3" 5/8 0.229" 3" x 3" 3/4 0.229" 3" x 3" 7/8 0.229" 3" x 3" 1 0.229" 3" x 3" 7. All bolt heads and nuts bearing on wood shall have standard cut washers. All bolt holes drilled in wood shall be drilled 1/ larger than the bolt diameter. 8. All framing connectors anchors, post caps, column bases, etc. shall be manufactured by "Simpson Company" and installed manufacturers approved product evaluation reports (ICBO Approved). The size and number of nails to be the maximum by the manufacturer. 9. Hold down anchors shall be manufactured by "Simpson Company" and installed per the manufacturer's approved product e, reports (ICC Approved). The hold down shall be installed tight to the hold down post without fillers or dapping. 10. All sills, ledgers or plates resting on concrete or masonry shall be pressure treated Douglas -Fir larch. Newly exposed surfac resulting from field cutting, boring or handling shall be treated in accordance with AWPA M-4. 11. Full depth blocking or bridging shall be installed at intervals not exceeding 8 feet for all joists and rafters 2x12 and deepe 12. Roof and floor joists over 4 inches deep shall have their ends held in position with either: a) full depth blocking, b) nailed c) nailing or bolting to other framing members or, d approved joists mangers. 13. All exposed steel timber hardware, fasteners and connec ors shall be galvanized. 14. Cutting, notching, boring or countersinking of wood members to be permitted only as detailed or approved by the engineer. through plates, studs and double plates in walls shall not exceed 40% cof the member width and shall be located in the the member. 15. Joists under and parallel to bearing walls shall be doubled. Provide solid b1locking under partitions perpendicular to joists. 16. Provide continuous blocking over ail bearing walls, shear walls, beams and headers. 17. Carry upper level posts into lower levels and provide solid blocking under all posts in floors. PRE- ENGINEERED TRUSS REQUIREMENTS: 1. Pre-engineered wood trusses shall conform to the CBC Chapter 23 and t:he manufacturer's approved ICBO . product evaluation reports. 2. Grade stamped Douglas Fir -Larch No. 2 or better. 3. Design requirements: A. Roof: Flat (less than 4:12) Top Chord (TC): DeadLoad............................................................. 17psf LiveLoad...............................................................20psf Bottom Chord (BC): DeadLoad...............................................................7 psf Live Load (Non -concurrent w/TC live load)....... 110 psf B. Deflection: roof total load deflection shall not exceed L/180. 4. Calculations & shop drawings stamped and signed by a licensed California Civil Engineer shall be submitted for review for design loads, including maximum reaction, shear, moment, and deflection in comparison to the allowables. Size the top c for the diaphragm nailing and a 2x minimum nominal width. The trusses shown on the drawings are preliminary and ma; require size, depth or spacing modifications. Approval must be obtained and submitted to the building official at least tw weeks prior to frame inspection. 5. Blocking, bracing and bridging shall be installed as required by the manulfacturer's approved product evaluation reports, the CBC, ICC Approvals, the calculations and the drawings. 6. Truss changes: obtain written consent from the engineer to change the truiss type, width, chord depth, truss shape or spacing. REINFORCING STEEL NOTES: - 1. Bar reinforcing shall conform to ASTM A615, Grade 60 or ASTM A706. 2. All welded reinforcement shall be ASTM A706. 3. Welding of reinforcing steel shall conform to AWS D1.4-05 and CBC 2010. The contractor shall prepare a written Welding procedure specification conforming to the requirements of to AWS D1.4-05 for each welded splice. The producer of the reinforcing bars shall report the chemical composition and carbon equivalent of the steel to the contractor. 4. Welded wire fabric shall conform to ASTM A185. Lap 12" where spliced. 5. Reinforcing detailing, fabrication and placing shall conform to the provisioins of the Building Code Requirements for Reinforced Concrete of the American Concrete Institute. 6. Vertical bars in walls shall be accurately positioned at the center of the wall unless otherwise noted, and shall be tied in position at the top and bottom at intervals not exceediing 192 bar diameters. 7. Dowels shall be the same size and spacing as wall reinforcement. 8. The clear distance between parallel reinforcement in a layer shall not be less than 1-1/2 times the nominal diameter of the reinforcement, or 1-1/3 times the maximum size aggrregate, nor less than 1-1/2 inches. 9. All reinforcing steel, anchor bolts, hold down anchors, dowels and inserrtts shhall be well secured in position prior to placing concrete or grout. 10. Reinforcing steel shall be provided with the following amounts of concrete cover unless otherwise noted: Concrete cast against earth 3" Formed concrete exposed to earth or weather: No. 6 through No. 18 bar 2" No.5 or smaller bars 1 1/2" Columns (including ties and spirals) 1 1/2" Beams and Girders (including stirrups) 1 1/2" Slabs and Walls (No. 11 bar and smaller) 3/4" 11. Splices: Vertical wall bars shall be spliced at or near floor lines. Stagger bottom splives at least 5'-0" from splices in other bottom reinforcement. Stagger splices in top reinforcement similarly. Beam and girder splices, if necessary, shall be at midspan for top bars and at the support for bottom bars. Concrete: Splices in No. 8 or smaller bars shall be 45 diameters but not less than 12" (ACI 318.05). Splices in adjacent bars shall be staggered 5-0". Mason r Splices in No. 7 or smaller bars shall be 45 diameters or 24 inches, whichever is greater. Splices in adjacent bars shall be staggered 2'-0". E. 14 W R DENCE E I 3082 4TH r BIC[OSE CA 95917 INSE 001028 025 000 APPLICABLE CODES 2013 CALIFORNIA BUILDING CODE (CBC) 2013 CALIFORNIA RESIDENCE CODE (CRC) 2013 CALIFORNIA MECHANICAL CODE (CMC) 2013 CALIFORNIA PLUMBING CODE (CPC) 2013 CALIFORNIA ELECTRICAL CODE (CEC) 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBS) 2013 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CESS) TYPE OF CONSTRUCTION: V -B OCCUPANCY GROUP/DIVISION: R SFD A.P.N.: 001-028-025-000 ARCHITECT/ENGINEER: RICHARD LE (E-mail: rledesign®gmail.com) 9877 IZILDA CT. SACRAMENTO, CA 95829 TEL: (916) 501-9039 FAX: (916) 307-5037 OWNER: SUNNY DAHMI 824 SANTI CT. YUBA CITY, CA 95993 TEL: (530) 844-1106 LOT ANALYSIS LIVING AREA 1888 SQ.FT. EXISTING GARAGE AREA 682 SQ.FT. COVERED PORCH 16 SQ.FT. TOTAL AREA = 2586 SQ. FT. LOT AREA = 10800 SQ. FT. 7 TOTAL AREA 2586 = 23.94% CALIFORNIA GREEN BUILDING LOT AREA 10800 CHECK LIST #1 & 2 SHEET INDEX SP : SITE PLAN 1 : FLOOR PLAN 2 FOUNDATION - SHEAR WALL 3 ELEVATION PLAN 4 ROOF PLAN 5 SECTION PLAN 6 : ELECTRICAL PLAN 7 HVAC PLAN Sa/b CALIFORNIA GREEN BUILDING CHECK LIST #1 & 2 REVISIONS UtSt;Klt' I IUN DATE BY 0 STAMP QCtOFESS/ ARD Z'43l F2 No. C 52489 Exp. 12-31-2016 �* r \ SHEET TITLE SITE PLAN DATE 5/11/2015 DRAWN BY NLE CHECKED BY RLE SCALE: AS -NOTED SHEET 'E Ty IVIAK 1 L JUIb DFV-PT 0? "4:17N 6 SP