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B16-1126 068-030-164
SHEET CONTENTS 1 -GENERAL G0.1 ICOVERSHEET 2 - ARCHITECTURAL A0.1 SITE PLAN A1.1 SCHEDULES A2.1 FLOOR PLAN A2.3 ROOF PLAN A3.1 EXTERIOR ELEVATIONS A4.1 BUILDING SECTIONS A5.1 INTERIOR ELEVATIONS KITCHEN 3 - ELECTRICAL E1.1 I ELECTRICAL & PLUMBING 4 -STRUCTURAL S1.1 STRUCTURAL NOTES S2.1 FOUNDATION PLAN S2.2 ROOF FRAMING PLAN S4.1 TYPICAL FOUNDATION DETAILS S6.1 TYPICAL FRAMING DETAILS S6.2 ITYPICAL FRAMING DETAILS 5 - CALGREEN CGA ICALGREEN MANDATORY MEASURES FIII- .' °'- m z z ;u -Fn- ;u n x o 0 Mx �m o��m Oz - D D 0 - oo h G) G) 0 z -i -a D - (r7 -< � m G7 m m m� �� . >X m = cn cn m m n � m O 0 ?1m z; omm m U) z p c0 -n co m O O� �� O Z�X -+ Cl) m z� zr mC O 0 m m� Or =Z> D m 0 Eny nN iv > O r cn� �O°' -i z zm =� Oz* 0 cnC? O = =N co 00 Un -n0 m x -i ozo cn o cn mcncn apt m r Ul o o ? 0 1 m m cn—I �z� o oom CD Nmcn nm �0 0� c=n� Pocci)0 �D o . w wpb p r - m 56- -o�0 oM 2 to �--� F 02 >0 om �m I �' CD cn o W Fol o N rn O L DCO O -� d7 m 0 cn coCC GJ W �_ r— y m O z O �M mr-<C o m > cy)mmzN m C7 (n Cn m CD CD D 0 C v c a) o CD cn o W Fol o N rn O L DCO O -� d7 m 0 cn coCC GJ W �_ r— y m O z O �M mr-<C o m > cy)mmzN m C7 (n Cn m LL - NORTH ELEVATION SCALE: 3/16" = 1'-0" JJ - WEST ELEVATION SCALE: 3/16" = 1'-0" FRAMING � 8' 2" LI N FLOOR =R LEVE -11-2111 1❑ SLATE ROOFING TO MATCH EXISTING 2❑ WOOD SIDING TO MATCH EXISTING 3❑ 5" x 5" GUTTER CC - EXTERIOR ELEVATION KEYNOTES SCALE: 1" = 1'-0" 7.7 FF - SOUTH ELEVATION SCALE: 3/16" = 1'-0" DD - EAST ELEVATION SCALE: 3/16" = 1'-0" ROOF FRAMING 8'-2' MAIN FLOOR _ LOWER LEVEL -1'-2" _ROOF FRAMING_ � 8'- 2" �1 www.rgachicocom � PROJECT WENTZ RESIDENCE OWNER PROJECT ADDRESS 310 PLUMAS DRIVE OROVILLE, CA 95966 ASSESSORS PARCEL NUMBER 68-03-164 RGA PROJECT # 16-610 PLAN CHECK # Project StatL DRAWN CR CHECKED GALLAWA STATUS DATE Issue Date EXTERIOR ELEVATIONS A3.1 1 CASEWORK, SEE FINISH SCHEDULE A1.1 2 COUNTERTOP, SEE FINSIH SCHEDULE A1.1 3 VENTILATION HOOD 4 OUTLET -DUPLEX, SINGLE 5 OUTLET GFCI 6 SWITCH, SINGLE 7 SWITCH, THREE WAY JJ - EXPANSION ELECTRICAL & PLUMBING SCALE: 1/4"= V-0" ELECTRICAL OUTLET NOTES: ARC FAULT CIRCUIT -INTERRUPTER TO BE INSTALLED ON ALL 15 - 20 AMP, 120V, 1 CIRCUITS PER 210-12 OF THE 2013 CEC. ALL WIRE SHALL BE INSTALLED IN WALL STUD BAYS OR ATTIC WHEN POSSIBLE ONLY SPECIAL OUTLETS HAVE BEEN DEPICTED ON THIS PLAN. GENERAL CONVENIENCE OUTLETS SHALL BE INSTALLED SO THAT NO POINT ON ANY WALL IS MORE THAN 6'-0" AWAY FROM ANY OUTLET. THIS APPLIES TO ANY WALL OVER 2'-0" IN LENGTH. FOR ADDITIONAL INFORMATION SEE ARTICLE 210-52 OF THE 2013 CALIFORNIA ELECTRICAL CODE ALL OUTDOOR OUTLETS SHALL BE PROVIDED WITH G.F.I. PROTECTION IN COMPLIANCE WITH CALIFORNIA ELECTRICAL CODE. ALL WIRE SHALL BE 12 GA. COPPER. INSTALL ALL WIRE ON 20 AMP CIRCUIT WITH MAXIMUM NUMBER OF OUTLETS ON ANY GIVEN CIRCUIT NOT TO EXCEED 12. SPECIAL APPLIANCES ARE SHOWN WITH A SINGLE OUTLET SYMBOL AND SHALL BE SERVED BY A DEDICATED CIRCUIT. ALL ELECTRICAL BOXES SHALL BE PLASTIC NAIL ON TYPE. IF THE CONTRACTOR CHOOSES TO USE METAL BOXES FOR A SPECIFIC LOCATION, THE BOX SHALL BE GROUNDED IN COMPLIANCE WITH THE C.E.C. PROVIDE 1 114" P.V.C. CONDUIT STUBBED THROUGH THE PLATE LINE & ATTACHED TO A ROOF RAFTER FOR ALL LOW VOLTAGE OUTLETS (PHONE & TV) TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS SHALL BE EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM OR SIMILAR AREAS TO SEVERE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. LAUNDRY ROOM RECEPTACLE OUTLETS SHALLE BE SUPPLIED BY AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PERMANENTLY INSTALLED LUMINAIRES IN KITCHENS SHALL BE HIGH EFFICACY LUMINAIRES. UP TO 50% OF THE WATTAGE, AS DETERMINED IN 2013 CALIFORNIA ENERGY CODE, SECTION 150(k)8 & TABLE 150-C, OF PERMANENTLY INSTALLED LUMINAIRES IN KITCHENS MAY BE IN LUMINAIRES THAT ARE NOT HIGH EFFICACY LUMINAIRES, PROVIDED THAT THESE LUMINAIRES ARE CONTROLLED BY SWITCHES SEPARATE FROM THOSE CONTROLLING THE HIGH EFFICACY LUMINAIRES. BATHROOMS TO HAVE MINIMUM OF (1) HIGH EFFICACY LUMINAIRE ON ANY SWITCH, ANY LOW EFFICACY LUMINAIRES TO BE ON A VACANCY SENSOR. LAUNDRY ROOM, GARAGES AND UTILITY ROOMS TO HAVE BOTH HIGH EFFICACY LUMINAIRES AND VACANCY SENSORS. LIGHTING IN INTERIOR COMMON AREAS MUST HAVE HIGH EFFICACY LUMINAIRES OR ON A VACANCY SENSOR IF LESS THAN 20% OF BUILDING AREA. IF BUILDING HAS MORE THAN 20% COMMON AREA IT IS TREATED AS NON-RESIDENTIAL. NEW RECESSED LIGHT FIXTURES MUST BE AT/IC RATED LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES OR CONTROLLED BY ONE OF THE FOLLOWING: 1) CONTROLLED BY A MANUAL ON/OFF SWITCH AND, 2) A MOTION SENSOR THAT IS NOT EQUIPPED WITH AN OVERRIDE OR BY PASS SWITCH THAT DISABLES THE MOTION SENSOR AND ONE OF THE FOLLOWING THREE METHODS TO AUTOMATICALLY TURN THE LIGHTS OFF DURING THE DAY: a) PHOTO CONTROL NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE PHOTO CONTROL; OR b) aSTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLE THE ASTRONOMICAL TIME CLOCK; OR c) ENERGY MANAGEMENT CONTROLL SYSTEM (EMCS) NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON. THESE LUMINAIRES ARE AS INDICATED IN THE 2013 CALIFORNIA ENERGY CODE 150(k)13 (NOT INCLUDING LIGHTING AROUND SWIMMING POOLS/WATER FEATURES OR OTHER ARTICLE 680 LOCATIONS) OR ARE CONTROLLED BY OCCUPANT SENSORS WITH INTEGRAL PHOTO CONTROL CERTIFIED TO COMPLY WITH SECTION 119(d). ALL EXISTING PLUMBING FIXTURES SHALL COMPLY OR BE REPLACED WITH NEW FIXTURES COMPLYING WITH CAL GREEN RESIDENTIAL MANDATORY MEASURES SECTION 4.3. SEE SHEET C6.1 Comply with California Electrical Code, Article 406.11 All 125 vo14 16- -imp 5amp and 20 amp receptacles specified in Art. 210.52, in a dwelling unit shall he tamper- resistant 11 EXAUST FAN VC MANUAL -ON VACANCY SENSOR RECESSED CAN DOWNLIGHT EXTERIOR WALL LAMP ELECTRICAL SUB PANEL 100 AMP S FtTE COUNTY DEVELOPMENT SERVICES EVIEWED FORC9, I . M IANQ DECO PL � yaw ► + ----- AA - ELECTRICAL LEGEND SCALE: 1/4" = V-0" IN r a architecture + engineering 115 MEYERS STREET SUITE 110 CHICO, CA 95928 www.rgachico.com PROJECT WENTZ RESIDENCE OWNER PROJECT ADDRESS 310 PLUMAS DRIVE OROVILLE, CA 95966 ASSESSORS PARCEL NUMBER 68-03-164 RGA PROJECT # OUTLET DUPLEX: SINGLE 0 Project Statu DRAWN OUTLET GFI 220 GFCI GALLAWA STATUS DATE OUTLET GFCI SINGLE SWITCH 3 WAY SWITCH VC MANUAL -ON VACANCY SENSOR RECESSED CAN DOWNLIGHT EXTERIOR WALL LAMP ELECTRICAL SUB PANEL 100 AMP S FtTE COUNTY DEVELOPMENT SERVICES EVIEWED FORC9, I . M IANQ DECO PL � yaw ► + ----- AA - ELECTRICAL LEGEND SCALE: 1/4" = V-0" IN r a architecture + engineering 115 MEYERS STREET SUITE 110 CHICO, CA 95928 www.rgachico.com PROJECT WENTZ RESIDENCE OWNER PROJECT ADDRESS 310 PLUMAS DRIVE OROVILLE, CA 95966 ASSESSORS PARCEL NUMBER 68-03-164 RGA PROJECT # 16-610 PLAN CHECK # Project Statu DRAWN CR CHECKED GALLAWA STATUS DATE Issue Date ELECTRICAL 8 PLUMBING FASTENING SCHEDULE TABLE R602.3(1) CONNECTION FASTENING (A, M) LOCATION APPROXIMATE 3 - 8d COMMON (2 1/2 X 0.131") ARCHITECT 1. JOIST TO SILL OR GIRDER 3 - 3" X 0.031" NAILS TOENAIL AT 3 - 3" 14 GAGE STAPLES BEAM BR'G 3 - 8d COMMON (2 1/2 X 0.131") BTWN 2. BRIDGING TO JOIST 3 - 3" X 0.031" NAILS TOENAIL EACH END BLK'G 3 - 3" 14 GAGE STAPLES BOT 3. 1" X 6" SUBFLOOR OR LESS TO 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL EACH JOIST BY CBC 4. WIDER THAN 1" X 6" 3 - 8d COMMON (21/2' X 0.131") FACE NAIL SUBFLOOR TO EACH JOIST CLEAR COL 5. 2" SUBFLOOR TO JOIST OR 2 - 16d COMMON (2 1/2" X 0.131") BLIND AND FACE NAIL GIRDER CONCRETE MASONRY UNIT CONN 6. SOLE PLATE TO JOIST OR 16d (3 1/2" X 0.131") AT 16" O.C. CONSTRUCTION BLOCKING 3" X 0.031" NAILS AT 8" O.C. TYPICAL FACE NAIL CONTROL JOINT 3" 14 GAGE STAPLES AT 12" O.C. COUNTERSINK SOLE PLATE TO JOIST OR 3 - 16d COMMON (3 1/2 X 0.131") DIAG BLOCKING AT BRACED WALL 4 - 3" X 0.031" NAILS AT 16" O.C. BRACED WALL PANELS PANEL 4 - 3" 14 GAGE STAPLES AT 16" O.C. DBL D.F. DOUBLE DOUGLAS FIR 2 -16d COMMON (3 1/2 X 0.131") REPEAT 7. TOP PLATE TO STUD 3 - 3" X 0.031" NAILS END NAIL EACH 3 - 3" 14 GAGE STAPLES EACH FACE EW 4 - 8d (2 1/2" X 0.131") AT 16" O.C. EN EDGE NAIL 4 - 3" X 0.031" NAILS AT 8" O.C. TOENAIL ELEV 3 - 3" 14 GAGE STAPLES AT 12" O.C. ENG 8. STUD TO SOLE PLATE = EQUALS EXT 2 - 16d (3 1/2 X 0. 131 ") AT 16" O.C. FOC FACE OF CONCRETE 3 - 3" X 0.031" NAILS AT 16" O.C. END NAIL FOS 3 - 3" 14 GAGE STAPLES AT 16" O.C. FLR FLOOR 16d COMMON (3 1/2 X 0.135") AT 24" O.C. FIELD NAIL 9. DOUBLE STUDS 3" X 0.031" NAIL AT 8" O.C. FACE NAIL FRAMING 3" 14 GAGE STAPLE AT 8" O.C. FOOT FTG 16d (3 1/2" X 0.131 ") AT 16" O.C. GA GAGE 3" X 0.031" NAILS AT 12" O.C. TYPICAL FACE NAIL G/N GANG -NAIL TRUSS 3" 14 GAGE STAPLES AT 12" O.C. GLUE -LAMINATED 10. DOUBLE TOP PLATES HEADER HT HEIGHT 8 - 16d (3 1/2 X 0.131") HIGH STRENGTH BOLTS HD 12 - 3" X 0.031" NAILS LAP SPLICE HORIZONTAL 12 - 3" 14 GAGE STAPLES INCH 11. BLOCKING BETWEEN JOISTS 3 - 8d COMMON (21/2 X 0.131") IF OR RAFTERS TO TOP PLATE 3 - 3" X 0.031" NAILS TOENAIL JT 3 - 3" 14 GAGE STAPLES JST JOIST JH 8d COMMON (2 1/2 X 0.131") AT 6" O.C. LT 12. RIM JOIST TO TOP PLATE 3" X 0.031" NAIL AT 6" O.C. TOENAIL 3" 14 GAGE STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND 2 - 16d COMMON (3 1/2 X 0.162") 3 - 3" X 0.031" NAILS FACE NAIL INTERSECTIONS 3 - 3" 14 GAGE STAPLES 14. CONTINUOUS HEADER, TWO 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE PIECES 3 - 8d COMMON (2 1/2 X 0.131") 15. CEILING JOISTS TO PLATE 5 - 3" X 0.031" NAILS TOENAIL 5 - 3" 14 GAGE STAPLES 16. CONTINUOUS HEADER TO 4 - 8d COMMON (2 1/2" X 0.131") TOENAIL STUD 17. CEILING JOSTS, LAPS OVER 3 - 16d COMMON (3 1/2 X 0.162") PARTITIONS (SEE SECTIONMINIMUM TABLE 2308.10.4.1 FACE NAIL 2308.10.4.1, TABLE 2308.10.4.1) 4 - 3" X 0.031" NAILS 4 - 3 14 GAGE STAPLES 3 -16d COMMON (3 1/2 X 0.162") 18. CEILING JOSTS TO PARALLEL MINIMUM TABLE 2308.10.4.1 RAFTERS (SEE SECTION 4 - 3" X 0.031" NAILS FACE NAIL 2308.10.4.1, TABLE 2308.10.4.1) 4 - 3" 14 GAGE STAPLES 19. RAFTER TO PLATE (SEE 3 - 8d COMMON (2 1/2 X 0.131") SECTION 2308.10.1, TABLE 3 - 3" X 0.031" NAILS TOENAIL 2308.10.1) 3 - 3" 14 GAGE STAPLES 2 - 8d COMMON (2 1/2 X 0.131") 20. 1" DIAGONAL BRACE TO EACH 2 - 3" X 0.031" NAILS FACE NAIL STUD AND PLATE 3 - 3" 14 GAGE STAPLES 21. 1" X 8" SHEATHING TO EACH 3 - 8d COMMON (2 1/2 X 0.131") FACE NAIL BEARING 22. WIDER THAN 1" X 8" SHEATHING TO EACH 3 - 8d COMMON (2 1/2 X 0.131") FACE NAIL BEARING 16d COMMON (3 1/2 X 0.162") 24" O.C. 23. BUILT-UP CORNER STUDS 3" X 0.031" NAILS 16" O.C. 3" 14 GAGE STAPLES 16" O.C. 20d (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3 - 3" X 0.031" NAILS AT 24" O.C. BOTTOM STAGGERED 3 - 3" 14 GAGE STAPLES AT 24" O.C. ON OPPOSITE SIDES 24. BUILT-UP GIRDER AND BEAMS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS 3 - 3" X 0.031" NAILS AND AT EACH SPLICE 3 - 3" 14 GAGE STAPLES 25. 2" PLANKS 16d COMMON (3 1/2 X 0.162") AT EACH BEARING 3 -10d COMMON (3 1/2 X 0.148") 26. COLLAR TIE TO RAFTER 4 - 3" X 0.031" NAILS FACE NAIL 4 - 3" 14 GAGE STAPLES 3 - 10d (3" X 0.148") 4 - 3" X 0.031" NAILS TOENAIL 4 - 3" 14 GAGE STAPLES 27. JACK RAFTER TO HIP 2 -16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.031" NAILS FACE NAIL 3 - 3" 14 GAGE STAPLES 2 - 16d (3 1/2" X 0.162") 3 - 3" X 0.031" NAILS TOENAIL 3 - 3" 14 GAGE STAPLES 28. ROOF RAFTER TO 2 -BY RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.031" NAILS FACE NAIL 3 - 3" 14 GAGE STAPLES 3 - 16d COMMON (3 1/2 X 0.162") 29. JOIST TO BAND JOIST 4 - 3" X 0.031" NAILS FACE NAIL 4 - 3" 14 GAGE STAPLES 3 -16d COMMON (3 1/2 X 0.162") FACE NAIL AT EACH 30. LEDGER STRIP 4 - 3" X 0.031" NAILS JOIST 4 - 3" 14 GAGE STAPLES 31. SINGLE FLOOR (COMBINATION S U B FLOO R -U N D E RLAYM ENT TO FRAMING) 32. PANEL SIDING (TO FRAMING) 33. FIBERBOARD SHEATHING 34. INTERIOR PANELING ABBREVIATIONS AB ANCHOR BOLTS & AND APPROX APPROXIMATE ARCH ARCHITECT ASSY ASSEMBLY @ AT BM BEAM BR'G BEARING BTWN BETWEEN BLK BLOCK BLK'G BLOCKING BOT BOTTOM BN BOUNDARY NAIL X BY CBC CALIFORNIA BUILDING CODE CL CENTERLINE CLR CLEAR COL COLUMN CONC. CONCRETE CMU CONCRETE MASONRY UNIT CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CJ CONTROL JOINT CNTSK COUNTERSINK DP DEEP DIAG DIAGONAL DIA, DIAMETER DIM DIMENSION DBL D.F. DOUBLE DOUGLAS FIR DO REPEAT DRWG DRAWING EA EACH EF EACH FACE EW EACH WAY EN EDGE NAIL EOS EDGE OF SLAB ELEV ELEVATION ENG ENGINEER = EQUALS EXT EXTERIOR FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STUD FLR FLOOR FN FIELD NAIL FIN FINISH FRM'G FRAMING FT FOOT FTG FOOTING GA GAGE GALV GALVANIZED G/N GANG -NAIL TRUSS GLULAM GLUE -LAMINATED HDR HEADER HT HEIGHT HSB HIGH STRENGTH BOLTS HD HOLDOWN HORIZ HORIZONTAL N INCH ID INSIDE DIAMETER IF INSIDE FACE INT INTERIOR JT JOINT JST JOIST JH JOIST HANGER LT LIGHT LTWT LIGHT WEIGHT LLH LLV MB MFG'R MAT'L MAX MECH. MTL MIN MISC NSA NTS O.C. O.D. O.F. OPN'G OPP ORIG PEN PL PLY P/T PSF PSI PTDF R REINF REQ'D REQ'T REV RM SAD SCHED SECT SMD STS SHT SIM SOG SB SPEC SQ STD STL STIFF STRUC SYM THK T&B T&G TN TOS TYP UBC UON VERT WP WWF W/ w/o x 0 NAIL SPECIFICATIONS (INCHES) LONG LEG HORIZONTAL LONG LEG VERTICAL MACHINE BOLT MANUFACTURER MATERIAL MAXIMUM MECHANICAL METAL MINIMUM MISCELLANEOUS NELSON STUD ANCHOR NOT TO SCALE ON CENTER OUTSIDE DIAMTER OUTSIDE FACE OPENING OPPOSITE ORIGINAL PENETRATION PLATE PLYWOOD POST TENSIONING POUNDS, NUMBER POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED DOUGLAS FIR RADIUS REINFORCING REQUIRED REQUIREMENTS REVISION ROOM SEE ARCHITECTURAL DRAWING SCHEDULE SECTION SEE MECHANICAL DRAWING SELF -TAPPING SCREW SHEET SIMILAR SLAB ON GRADE SOLID BLOCKING SPECIFICATION SQUARE STANDARD STEEL STIFFENER STRUCTURAL SYMMETRICAL THICK TOP & BOTTOM TONGUE & GROOVE TOE NAIL TOP OF STEEL TYPICAL UNIFORM BUILDING CODE UNLESS OTHERWISE NOTED VERTCAL WATERPROOF WELDED WIRE FABRIC WITH WITHOUT AND AT BY CENTERLINE DIAMETER EQUALS POUNDS, NUMBER PLATE BOX LENGTH DIAM. COMMON LENGTH DIAM. 6d 2 0.099 6d 2 0.113 8d 21/2 0.113 8d 21/2 0.131 10d 3 0.128 10d 3 0.148 16d 31/2 0.135 16d 31/2 0.162 20d 4 0.148 20d 4 0.192 FOR SI: 1" INCH = 25.4 MM A. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. B. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. FAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. C. COMMON OR DEFORMED SHANK (6d - 2 X 0.113"; 8d - 2 1/2 X 0.131"; 10d - 3 X 0.148"). D. COMMON (6d -2"X0.113"; 8d -21/2"X0.131"; 10d -3"X0.148"). E. DEFORMED SHANK (6d - 2" X 0.113"; 8d - 2 1/2" X 0.131"; 10d - 3" X 0.148"). F. CORROSION -RESISTANT SIDING (6d - 1 7/8" X 0.106'; 8d - 2 3/8" X 0.128") OR CASING (6d - 2"X 0.099"; 8d - 2 1/2" X 0.113") NAIL. G. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. H. CORROSION -RESISTANT ROOFING NAILS WITH 7/16" DIAMETER HEAD AND 1 1/2" LENGTH FOR 1/2" SHEATHING AND 1 3/4" LENGTH FOR 25/32" SHEATHING. I. CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16" CROWN OR 1" CROWN AND 1 1/4" LENGTH FOR 1/2" SHEATHING AND 1 1/2" LENGTH FOR 25/32" SHEATHING. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). J. CASING (1 1/2" X 0.080") OR FINISH (1 1/2" X 0.075") NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. K. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. L. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2 1/2" X 0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. M. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16". N. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4" ON CENTER AT EDGES, 8" AT INTERMEDIATE SUPPORTS. O. FASTENERS SPACED 4" ON CENTER AT EDGES, 8" AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. P. FASTENERS SPACED 4" ON CENTER AT EDGES, 8" AT INTERMEDIATE SUPPORTS. GENERAL CONDITIONS 1. ALL CONSTRUCTION AND METHODS SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE CALIFORNIA BUILDING CODE, 2013 EDITION, AS WELL AS ANY APPLICABLE MUNICIPAL, STATE AND FEDERAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES FOUND. 3. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE STABILITY OF THE STRUCTURE AND PROTECT WORKERS, THE PUBLIC, AND OTHER PERSONS DURING CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT LIMITED TO, FORMING, SCAFFOLDING, AND BRACING. 4. ALL WORK IS SUBJECT TO THE APPROVAL OF THE LOCAL JURISDICTIONS FIELD INSPECTOR. 5. ALL ASTM SPECIFICATIONS AND CBC STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE OF THE LATEST REVISION. 6. CERTAIN TYPES OF WORK ARE REQUIRED TO HAVE SPECIAL INSPECTION PER CHAPTER 18 OF THE CBC. WORK REQUIRING SPECIAL INSPECTION ON THIS PROJECT IS LISTED UNDER THE SPECIAL INSPECTION SECTION. A SPECIAL INSPECTION QUALIFIED TO PERFORM SUCH INSPECTIONS AND HIRED BY THE OWNER SHALL COPY REPORTS TO THE ENGINEER. 7. IN THE EVENT THAT CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE SIMILAR TO CONDITIONS THAT ARE SHOWN AND SHALL BE REVIEWED BY THE ENGINEER. 8. THE ENGINEER IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THESE PLANS ONLY. ANY CHANGES MADE TO THE PLANS OR CALCULATIONS SHALL BE APPROVED BY THE ENGINEER. IF ANY CHANGES ARE MADE WITHOUT THE ENGINEERS APPROVAL. THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OF SYSTEM OF THE STRUCTURE. 9. ALL WATERPROOFING AND FLASHING IS THE RESPONSIBILITY OF THE ARCHITECT, CONTRACTOR, AND OWNER. 10. SEISMIC & WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING CRITERIA: SEISMIC: WIND: SITE CLASS = D CATEGORY II EXPOSURE "C" Ss = 0.602g SDs = 0.53g 110 MPH (85 MPH ASD) S1 = 0.258g SDI = 0.33g I = 1.00 Cs=0.082 R=6.5 FOUNDATION 1. THE FOUNDATION DESIGN IS BASED ON THE CITY OF CHICO ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSF 2. FINISHED GRADE SHALL SLOPE AWAY FROM ALL FOUNDATIONS AT 5% SLOPE MINIMUM FORA MINIMUM OF 10 FEET. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING. 3. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL THE ANCHOR BOLTS, STRAPS, HOLDOWN ANCHORS AND EMBEDMENTS PRIOR TO PLACEMENT OF CONCRETE ANCHORS SHALL BE WIRE -TIED IN PLACE PRIOR TO POURING CONCRETE. 4. THE BOTTOM OF ALL FOOTING EXCAVATIONS SHALL BE CLEAN, LEVEL AND FREE OF WATER. 5. ALL PIPES, CONDUITS, AND OTHER PENETRATIONS SHALL NOT PASS THROUGH FOOTINGS. 6. MINIMUM SILL ANCHOR REQUIREMENTS ARE 1/2" DIA. X 7" EMBED AT 48" ON CENTER UNLESS OTHERWISE NOTED ON SHEARWALL SCHEDULE. BOLTS SHALL BE PLACED A MINIMUM OF 10" FROM SILL PLATE ENDS AND SPLICES. USE A MINIMUM OF 2 ANCHOR BOLTS PER PLATE. ALL ANCHOR BOLTS SHALL HAVE A 3"x3"x0.229" SQUARE WASHER AND NUT. SIMPSON TITEN HD's MAY SUBSTITUTE FOR ANCHOR BOLTS. MATCH TITEN HD DIA. AND SPACING TO ANCHOR BOLT REQUIREMENT. PROVIDE 6" TITEN HD AT 2x SILLS & 8" TITEN HD AT 3x SILLS. SIMPSON MASA MUDSILL ANCHORS MAY SUBSTITUTE FOR ANCHOR BOLTS. MASA's WITH STANDARD INSTALLATION SHALL MATCH THE ANCHOR BOLT SPACING AS SPECIFIED IN THE SHEAR WALL SCHEDULE. 8. NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO POURING FOUNDATIONS. CONCRETE 1. ALL CONCRETE SHALL CONTAIN A MINIMUM OF 5 TO 6 SACKS OF CONCRETE PER CUBIC YARD WITH A MAXIMUM SLUMP OF 4" AND A MAXIMUM WATER/CEMENT RATIO OF 0.45%. CEMENT SHALL CONFORM TO ASTM C-150 AND BE TYPE II OR TYPE II -LOW ALKALI. 2. AGGREGATE SHALL CONFORM TO ASTM C-33. THE MAXIMUM AGGREGATE SIZE FOR FOUNDATIONS AND MASS CONCRETE SHALL BE 1 1/2". USE 3/4" MAXIMUM AGGREGATE FOR ALL OTHER CONCRETE. SLABS ON GRADE SHALL CONTAIN A MINIMUM 10% COARSE AGGREGATE RETAINED ON THE STANDRD 3/4" SIEVE. 3. ALL CONCRETE WITH A SPECIFIED DESIGN STRENGTH OF 3000 PSI OR HIGHER SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND COPIES OF DESIGN SHALL BE SENT TO THE ENGINEER FOR REVIEW. 4. FLY ASH SHALL CONFORM TO ASTM C618, CLASS F, FLY ASH SHALL NOT EXCEED 15% OF CEMENT BY WEIGHT. 5. MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS AT 28 DAYS: FOOTINGS----------------------------------- 3000 PSI* SLABS -ON -GRADE------------------------------ 3000 PSI* C.I.P. STEM WALLS---------------------------- 3000 PSI* LEAN CONCRETE FILL----------------------- 1000 PSI ALL OTHER CONCRETE, U.O.N. ON PLANS ------2500 PSI * THE STRUCTURAL DESIGN IS BASED ON A COMPRESSIVE STRENGTH OF 2500 PSI THEREFORE SPECIAL INSPECTON IS NOT REQUIRED PER THE EXCEPTION OF CBC SECTION 1705.3. 6. CONCRETE SHRINKAGE AT 28 DAYS SHALL NOT EXCEED 0.055% FOR DRY CURING. 7. PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER UNLESS SPECIFICALLY DETAILED OTHERWISE. 8. CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED CONCRETE SURFACES IMMEDIATELY AFTER FINAL TROWELING. 9. CRACK CONTROL JOINTING FOR CONCRETE SLABS SHALL BE DESIGNED BY THE CONTRACTOR. JOINTS SHALL OCCUR A MAXIMUM OF 15 FEET ON CENTER. CONSTRUCTION JOINTS SHALL BE CLEAN AND WET PRIOR TO SECOND POUR. (p - M ;'N VekPdr )per -0, c.r 10. VIBRATE CONCRETE AROUND ALL REBAR, ANCHOR BOLTS AND SURFACES. 11. STEEL REBAR OR WIRE MESH IN SLABS SHALL BE LOCATED AND AT SLAB CENTERLINE. 12. NON -SHRINK GROUT SHALL BE NON-METALLIC AND MEET THE ARMY CORPS OF ENGINEERS SPECIFICATION CRD -C621, WITH NO SHRINKAGE AFTER PLACEMENT OR EXPANSION AFTER SET, TESTED IN ACCORDANCE WITH ASTM C827. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AFTER 24 HOURS AND 5000 PSI AT 28 DAYS. ACCEPTABLE PRODUCTS INCLUDE: A. BURKE NON-FERROUS, NON -SHRINK GROUT BY THE BURKE COMPANY, SAN MATEO, CA B. MASTERFLOW 928 GROUT BY MASTER BUILDERS, CLEVELAND, OHIO C. EUCO NS GROUT BY THE EUCLID CHEMICAL COMPANY, CLEVELAND, OHIO 13. CONTRACTOR IS RESPONSIBLE FOR DETERMINING APPROPRIATE CURING PROCESS TO BE APPLIED TO THE SLAB -ON -GRADE FLOOR TO MINIMIZE THE DEVELOPMENT OF SHRINKAGE CRACKING & SLAB CURLING. USE OF SHRINKAGE REDUCING ADMIXTURES SUCH AS MASTERLIFE CRA 007 (OR EQUAL) AND EVAPORATION REDUCERS SUCH AS MASTERKURE ER50 (OR EQUAL) ARE RECOMMENDED. AA - STRUCTURAL NOTES SCALE: NONE REINFORCING STEEL 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 40 FOR #3 BARS AND SMALLER AND GRADE 60 FOR LARGER BARS. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706, WELDED PER AWS D1.4, LATEST EDITION. 2. REINFORCING STEEL COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND EXPOSED TO SOIL --------------3" STRUCTURAL SLABS, TOP AND BOTTOM--------------------------- 3/4" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER #5 BAR AND SMALLER------------------------------------- 11/21, #6 BAR OR LARGER---------------------------------------- 2" CONCRETE WITHOUT SOILS OR WEATHER EXPOSURE---------- 3/4" CONCRETE TILT -UP PANELS #8 BAR AND SMALLER------------------------------------- 1" 3. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. #5 AND LARGER BARS SHALL NOT BE RE-BENT. 4. REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. 5. ALL REINFORCING BARS SHALL BE ACCURATELY SECURED IN PLACE PRIOR TO POURING CONCRETE. SLAB -ON - GRADE REINFORCEMENT SHALL BE PLACED ON DOBIES. FRAMING / LUMBER 1. ALL WOOD BEARING ON CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR LARCH. WHERE WOOD SILLS ARE CUT, DRILLED, OR NOTCHED, THEY SHALL BE TREATED WITH A PRESERVATIVE APPROVED BY THE ENGINEER. 2. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH AND SHALL BEAR A STAMP OF AN APPROVED GRADING AGENCY. GRADES LISTED BELOW ARE THE MINIMUM ACCEPTABLE GRADES UNLESS OTHERWISE NOTED ON PLANS. 2X AND 4X STRUCTURAL LIGHT FRAMING----- NO.2 2X AND 4X RAFTERS AND JOISTS--------------- NO. 2 4X AND 6X BEAMS AND POSTS------------------ NO. 1 3. STRUCTURAL PANEL SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-95 AND EACH PANEL SHALL BEAR AN APA STAMP. APPLY SHEETS WITH FACE GRAIN PARALLEL TO SUPPORTS AT SHEAR WALLS AND PERPENDICULAR TO SUPPORTS AT FLOORS AND ROOFS. MAXIMUM SIZE OF UNFRAMED HOLES IN SHEATHING ARE 4" DIAMETER. 4. GLULAM BEAMS SHALL CONFORM TO ANSI/AITO A190.1-1983 AND BEA COMBINATION AS FOLLOWS: SIMPLE SPANS----------------------------------24F-V4 DF/DF CONTINUOUS SPANS AND CANTILEVERS----- 24F -V8 DF/DF WHERE GLULAM BEAMS ARE EXPOSED TO WEATHER, THEY SHALL BE PRESSURE TREATED TO PREVENT DECAY. ALL SIMPLE SPAN GLULAM BEAMS SHALL HAVE A 2000 FOOT RADIUS CAMBER UNLESS OTHERWISE NOTED. 5. LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE MINIMUM DESIGN PROPERTIES AS FOLLOWS: SPECIFICATION Fb (psi) Fv (psi) Fct (psi) FcII (psi) E (psi) MICROLAM LVL 2600 285 750 2510 2.0E-6 TIMBERSTRAND LSL 2325 310 900 2170 1.55E-6 PARALLAM PSL 2900 290 625 2900 2.2E-6 6. MANUFACTURED I -JOISTS SHALL CONFORM TO THE REQUIREMENTS OF NER REPORT, INSTALL PER MANUFACTURES REQUIREMENTS. USE A MANUFACTURED RIM BOARD FOR ALL I -JOISTS BLOCKING AND BRIDGING SHALL BE INSTALLED PER MANUFACTURER. 7. ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, HOLDOWNS, ETC. REFERENCED ON THE DRAWINGS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT. 8. NAILING SHALL CONFORM WITH TABLE R602.3(1) OF THE 2013 CALIFORNIA RESIDENTIAL CODE, UNLESS OTHERWISE NOTED. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. USE COMMON WIRE OR BOX NAILS, 16d GREEN VINYL SINKERS MAY BE SUBSTITUTED FOR 10d COMMON OR BOX NAILS. ROOF DIAPHRAGM NAILING SHALL USE COMMONS. 9. ALL BUILT-UP OR DOUBLE JOISTS SHALL BE NAILED TOGETHER WITH 16d's AT 8" ON CENTER. 10. SPLICE ALL BEAMS OR JOISTS OVER SUPPORTS. 11. ALL FRAMING LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT AT TIME OF INSTALLATION AND FABRICATION. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR DAMAGE TO FRAMING MEMBERS OR FINISHES DUE TO THE EFFECT OF SHRINKAGE. 12. INTERIOR NON-BEARING WALLS MAY BE SECURED TO SLAB WITH 1/2" DIAMETER x 2-3/4" EMBEDMENT HILTI KWIK BOLT TZ's AT 48 INCHES ON CENTER OR 0.145 DIAMETER X 2-7/8 INCH POWDER DRIVEN FESTENERS AT 16 INCHES ON CENTER. 13. PROVIDE DOUBLE JOISTS UNDER ALL PARTITION WALLS RUNNING PRALLEL TO FRAMING AND UNDER ALL LOCATIONS WHERE TUBS, AND WATER HEATERS ARE LOCATED. ALL OTHER EQUIPMENT OR FURNISHING, INCLUDING STOVE, REFRIGERATOR, FIREPLACE, ETC., SHALL BE ADEQUATELY SUPPORTED BY THE CONTRACTOR OR OWNER. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY_P- 4 - ROUGH CARPENTRY 1. ALL BOLTS OR LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PILOT HOLES 70% OF THE SHANK DIAMETER. 2. WHERE BOLT HEADS AND NUTS BEAR AGAINST WOOD, A STANDARD FLAT STEEL WASHER SHALL BE USED, EXCEPT AT SILL PLATE ANCHOR BOLTS, WHERE A 3"X3"X0.229" SQUARE WASHER SHALL BE INSTALLED. 3. 2x SOLID BLOCKING SHALL BE PROVIDED OVER ALL BEARING WALLS, SHEARWALLS AND OTHER SUPPORTS, AND AT MID -SPAN OF FLOOR AND ROOF JOISTS, UNLESS OTHERWISE NOTED. 4. FIRE BLOCK ALL WOOD STUD WALLS AT MID -HEIGHT, OR AT A MAXIMUM OF 10 FOOT ON CENTER. 5. WOOD STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY DETAILED. NEATLY BORED HOLES NOT GREATER THAN 33% OF THE WIDTH OF THE STUD ARE PERMITTED AT THE CENTERLINE OF STUDS. 6. CARRY ALL UPPER-LEVEL POSTS INTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS. 7. PROVIDE TWO TRIMMERS AT EACH END OF EACH BEAM AND HEADER SPANNING 6 FEET AND OVER, USE ON TRIMMER IF SPAN IS LESS THAN 6 FEET. 8. PROVIDE SOLID POSTS BELOW ALL GIRDER TRUSSES. POST SIZE TO MATCH WALL & GIRDER TRUSS WIDTH. SPECIAL INSPECTION 1. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED FIRM UNDER CONTRACT WITH THE OWNER. 2. SPECIAL INSPECTOR APPLICATIONS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DIVISION PRIOR TO THE ISSUANCE OF A PERMIT. 3. INSPECTORS REPORTS NOTING DISCREPANCIES, IF ANY, ARE TO BE FILED WITH THE CITY OF CHICO BUILDING DIVISION WEEKLY DURING CONSTRUCTION, WHETHER CORRECTED OR NOT. 4. ALL INSPECTORS DAILY LOGS ARE TO BE MAINTAINED ON SITE FOR REVIEW BY THE CITY INSPECTORS. 5. DRILLED EPDXY AND EXPANSION ANCHORS SHALL BE INSPECTED AS FOLLOWS: A. VERIFY PLACEMENT PROCEDURE IS PER MANUFACTURE'S RECOMMENDATIONS. B. PULL TEST ALL ANCHORS SUBJECT TO TENSION TO MAXIMUM ALLOWABLE TABLE VALUE. SEE DETAIL FF/S4.1 FOR PULL TEST TENSION VALUES. r architecture + engineering wvuw.rgachico.com PROJECT WENTZ RESIDENCE OWNER PROJECT ADDRESS 310 PLUMAS DRIVE OROVILLE, CA 95966 ASSESSORS PARCEL NUMBER 68-03-164 z C 28705 � N • 0212x\ �� \\C CM_ arch RGA PROJECT # PLAN CHECK # 16- 610 - Project Stat DRAWN Author CHECKED Checker STATUS DATE Issue Date STRUCTURAL NOTES QP qq, - n„ JJ - FOUNDATION PLAN SCALE: 1/4" = V-0" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE —��Lf31' FOUNDATION NOTES 1 a INDICATES SHEAR WALL HOLDOWN. ANCHOR & POST Q -� POST OR COLUMN SIZE S ,�i s,,�G� HOLDOWN SIZE OR FLR-FLR STRAP TYPE. ANCHOR BOLT SIZE 2. SEE GENERAL STRUCTURAL NOTES ON SHEET S1 FOR ADDITIONAL INFORMATION. ALSO SEE S4 SHEETS FOR TYPICAL FOUNDATION DETAILS. 3. DIMENSIONS ARE FROM FACE OF WALL OR CENTERLINE OF COLUMNS TYPICAL, U.O.N. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN WITH ARCHTIECTURAL PLANS. 5. SLAB ON GRADE TO BE 4" THICK MIN. REINFORCE w/ #3's AT 18"o.c. EA. WAY AT CENTERLINE OF SLAB, OVER 10 MIL VAPER BARRIER (WITH A PERMEANCE OF LESS THAN 0.1 PERMS AS TESTED ACCORDING TO ASTM E 1745), OVER 4" THICK BASE OF 1/2" OR LRAGER CLEAN AGGREGATE. VAPOR BARRIER MAY BE OMITTED ON PORCHES & GARAGE SLABS. 6. //'l\ ---a INDICATES SHEAR WALL MARK SEE SHEAR WALL SCHEDULE THIS SHEET. L=8'-0" INDICATES SHEAR WALL SEGMENT LENGTH. P=24'-0" INDICATES PERFORATED SHEAR WALL LENGTH. WINDOWS WITHIN THE PERFORATED SHEAR WALL LENGTH SHALL BE STRAPPED AND NAILED PER DETAIL AA/S6.2. 7. EXTERIOR BEARING WALLS SHALL BE 2x6 MIN. DOUBLAS FIR STUDS AT 16"o.c. MIN. UNLESS NOTED OTHERWISE ON FOUNDATION PLANS OR ARCHITECTURAL DRAWINGS. SHEAR WALL SCHEDULE 1 2 SHEAR WALL Z� DRAWN Z� .''CHECKED Checker zi� 3,10 ALLOWABLE LOAD PER FT 260 350 460 SHEATHING 5 3/8" CD -X 3/8" CD -X 3/8" CD -X EDGE NAILING 8d's @ 6" O.C. 8d's @ 4" O.C. 8d's @ 3" O.C. FIELD NAILING 8d's @ 12" O.C. 8d's @ 12" O.C. 8d's @ 12" O.C. SILL T & BLK'G 2X 2X 3X 12 CLIP, BLOCK TO PLATE A35 OR LS50 A35 OR LS50 A35 OR LS50 6 @ 24" O.C. @ 18" O.C. @ 12" O.C. ANCHOR BOLT SPACING 1/2" DIA. 1/2" DIA. 1/2" DIA. 7,8,9,11 @ 48" O.C. @ 32" O.C. @ 32" O.C. SILL FL NAILING 2 - 16d @ 12" O.C. 2 - 16d @ 10" O.C. 2 - 16d @ 6" O.C. 1. SHEATHING OVER 2X DOUGLAS FIR STUDS @ 16" O.C. MIN. PANELS APPLIED WITH LONG DIMENSION ACROSS STUD. 2. ALL PANEL EDGES BACKING WITH 2X NOMINAL BLK'G. UNLESS 3X BLK'G. IS SPECIFIED IN SCHEDULE. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANEL EDGES SHALL BE 3" NOMINAL WHEN ALLOWABLE LOAD IS GREATER THAN 350 lbs/ft. (SEE SCHEDULE). NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 INCHES ON CENTER. 4. NAILS SHALL BE HOT -DIPPED GALV. AND COMMONS. 5. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO PLYWOOD SPECIFIED MAY BE SUBSTITUTED. OSB SHALL BE RATED FOR EXTERIOR USE. 6. SIMPSON CLIPS @ 24" O.C. MAXIMUM FOR ENTIRE BALANCE OF WALL (MIN. 1 PER BLOCK) "BLOCK" MAY BE TRUSS CHORD, RAFTER OR RIM JOIST PER PLAN. 7. MINIMUM 2 ANCHOR BOLTS PER SHEAR WALL. 8. ANCHOR BOLTS SHALL HAVE A MINIMUM 3x3x0.229" WASHER. EDGE OF WASHER SHALL BE LOCATED NO MORE THAN 1/2" AWAY FROM INSIDE FACE OF WALL SHEATHING. 9. ANCHOR BOLTS SHALL BE LOCATED NO FURTHER THAN 12" OR NO LESS THAN SEVEN BOLT DIAMETERS FROM EA. END OF PLATE SECTION OR SPLICES. 10. ANCHOR BOLT WASHERS SHALL BE LOCATED NO MORE THAN 1/2" AWAY FROM INSIDE FACE OF WALL SHEATHING WHEN ALLOWABLE LOAD IS GREATER THAN 400 lbs/ft. (SEE SCHEDULE). 11. SIMPSON TITEN HD's MAY SUBSTITUTE FOR ANCHOR BOLTS. MATCH TITEN HD DIA. AND SPACING TO ANCHOR BOLT REQUIREMENTS. PROVIDE 6" TITEN HD AT 2x SILLS & 8" TITEN HD AT 3x SILLS. 12. SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR HEM FIR. AA - FOUNDATION NOTES SCALE: 1/4" = V-0" r o 9 0 41 architecture + engineering www.rgachicoxom PROJECT WENTZ RESIDENCE OWNER PROJECT ADDRESS 310 PLUMAS DRIVE OROVILLE, CA 95966 ASSESSORS PARCEL NUMBER 68-03-164 RGA PROJECT # 16-610 PLAN CHECK # Project Statu DRAWN Author .''CHECKED Checker STATUS DATE Issue Date FOUNDATION PLAN S2.1 JJ - ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" IEW 2x4 PONY WALL FRAMED IN :XISITNG ATTIC w/ PURLINS UPPORTS TO NEW RAFTERS 'ER DETAIL HH/S6.2. ROVIDE NEW 4x4 POST CONT. O SOLID FRAMING BELOW NEW .IDGE. ND OF RIDGE SUPPORTED BY !) 2x6 BRACE & CONT. SOLID RAMING TO EA. 6x CEILING EAM BELOW. (2) 2x6 SHALL BE ASTENED TOGETHER w/ 10d's AT 'o.c. STAGGERED AND SHALL AVE A MAXIMUM UNBRACED ENGTH OF 10'-0". FASTEN TO IDGE w/ (6) 10d FACE NAILS. EW 2x4 PONY WALL FRAMED IN XISITNG ATTIC w/ PURLINS UPPORTS TO NEW RAFTERS ER DETAIL HH/S6.2. ROOF FRAMING NOTES 1. TYPICAL DESIGN LOADS: D.L. = 15 PSF L.L. = 20 PSF (REDUCIBLE) 2. SEE GENERAL STRUCTURAL NOTES ON SHEET S1 FOR ADDITIONAL INFORMATION. ALSO SEE S6 SHEETS FOR TYPICAL FRAMING DETAILS. 3. DIMENSIONS ARE FROM FACE OF WALL OR CENTERLINE OF COLUMNS TYPICAL, U.O.N. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN WITH ARCHTIECTURAL PLANS. 5. HEADERS 6'-0" OR LESS MAY BEAR ON A SINGLE 2x TRIMMER. HEADERS SPANING OVER 6'-0" SHALL BEAR ON MINIMUM OF (2) 2x TRIMMERS. 6. ALL HEADER AT EXTERIOR AND BEARING WALLS TO BE 6x6 D.F. #2 U.O.N. ON PLAN OR DETAIL. 7. USE 1/2" APA RATED SHEATHING, EXTERIOR GLUE (32/16). ATTACH WITH 10d's AT 6"o.c. AT PANEL EDGES AND AT DIAPHRAGM BOUNDARIES OVER BEARING WALLS, 10d's AT 12"o.c. IN THE FIELD. SEE DETAIL CC/S6.1. REFERENCE ENERGY CALCULATIONS FOR RADIANT BARRIER REQUIREMENTS. 8. ALL BEAMS SHALL BEAR DIRECTLY ON TRIMMERS OR POSTS WITH SIMPSON PC CAPS OR BE HUNG WITH SIMPSON HUC HANGERS, TYPICAL UNLESS OTHERWISE NOTED. 9. PROVIDE (2) 2x SOLID FRAMING POSTS BELOW ALL GIRDER TRUSSES U.O.U. ON PLAN. 10. G/N TRUSS DEFLECTION NOT TO EXCEED 1/2". PERMIT 41 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE__BY AA - FRAMING NOTES SCALE: 1/4" = 1'-0" r o -g O architecture + engineering www.rgachico.com I PROJECT WENTZ RESIDENCE OWNER PROJECT ADDRESS 310 PLUMAS DRIVE OROVILLE, CA 95966 ASSESSORS PARCEL NUMBER 68-03-164 No.5820 Exp. 6/30/1 eng RGA PROJECT # 16 - -610— PLAN CHECK # Project StatL y DRAWN Author 2 CHECKED Checker STATUS DATE Issue Date REVISION DATE ROOF FRAMING PLAN S2.2 BAR SIZE 2500 3000 4000 #3 Gr. 40 1 15 13 -� OTHER BARS, TYP. 14 12 10 #3 Gr. 60 25 22 19 1. INCREASE LAP LENGTHS 33% 19 1 15 #4 Gr. 60 32 29 25 AND AT FOUR BAR BUNDLES 25 22 19 #5 Gr. 60 40 36 31 OTHER BARS). 31 28 24 #6 Gr. 60 48 43 37 BARS PLACED WITH MORE THAN 37 33 29 #7 Gr. 60 70 63 54 THE MEMBER BELOW THE BARS 53 48 42 #8 Gr. 60 79 72 62 61 55 48 #9 Gr. 60 89 81 70 68 62 54 #10 Gr. 60 100 91 79 77 70 61 #11 Gr. 60 11 10 87 86 78 67 CONCRETE f (psi) 310 PLUMAS TOP BARS, TYP. -� OTHER BARS, TYP. DRIVE NOTES: OROVILLE, CA 1. INCREASE LAP LENGTHS 33% 959 66 66 FOR LIGHT WEIGHT CONCRETE, AND AT FOUR BAR BUNDLES b (WHERE 2 BARS LAP WITH 2 x OTHER BARS). 2. TOP BARS -HORIZONTAL BARS PLACED WITH MORE THAN ASSESSORS PARCEL 12" OF FRESH CONC. CAST IN THE MEMBER BELOW THE BARS NUMBER 3. LAP LENGTH IN INCHES 68-03-164 r�lll � E.N. SHT'G. �1� �/� / I GcNCTDRAKI , :''- 'D' MIN. CLR. SPAN/3 MIN. I ( / ..^" v'vv 115 I I'Y 310 PLUMAS A34 T& !' 16d TOE NAIL EA. SIDE & 4x KI TO EA. TRUSS BELOW SIMPSON DTC CLIP AT 4'-0"o.c. � E.N. SHT'G. HEADEI' 4-16d's N .G./N ' ',OOF SHEATHING, SEE ROOF FRAMING PLAN 2x SOLID BLK'G. w/ LS50 CLIP SE�P� G/N TRUSSES, SPANS AT BLK. PER SHEARWALL SEE PLAN E.N. SHT'G. PROVIDE OPENING IN SUB -SHEATHING SCHEDULE. SEE ARCH. FOR G• .7 FOR VENTILATION (1:150 SQ. FT.) Q 2x TRI VENTILATION. g`r 2x STUD WALL, SEE PLAN 16d's A DBL. T MAIN ROOF MEMBERS, \X� TRUSS CLIP SCHEDULE TRUSS OVER FRAMING SEE FRAMING PLAN k PERPENDICULAR TO TRUSS U.O.N. 2x KIIN NG \ PLY SPAN CLIP (U.O.N.) PLAN E.N. SHT'G. 1 L<16'-0" 3-10d's 2x SHAPED FASCIA — — 1 L>16' -0"H1 w/ (2) 16d's EA. 2 ALL H10-2 SHAPED 2x RIDGE BOARD RAFTER 3 ALL O LGT3 ? BLK' 4 AL LGT4 OR AT 2x STUDS AT 16"o.c. *2T OE NAILS ON ONE SIDE & 1 TOE NAIL 2x4 COLLAR TIE w/ (3) 16d's EA. END, TYP. i \ SIMPSON DTC CLIP EA. BLK. 2x SILL ON OPPOSITE SIDE OF EACH RAFTER. 2x6 OVER FRAMING AT 24"o.c. DBL. 2x WALL SHEATHING. SEE USE (3) #10 x 2-1/2" SCREWS AT EXT. (U.O.N.) w/ (3) 16d TOE NAILS G/N TRUSSES, SEE EXT FOUND. PLAN FOR LOCATION PORCHES TO HEADERS (U.O.N.) EA. END TYP. ;v. FRAMING LANS & SHEARWALL SCHED. FOR WINDO SIZE &NAILING. 2x SLEEPER w/ (2) 16d's � WHERE EA. MAIN ROOF MEMBER 'OOF SHEATHING, SEE ROOF FRAMING PLAN EXTERIOR SIDING - SEE ARCH. HEADER AT SIM., SEE PLAN.; iv a 2x4 BLOCKING AT 4'-0"o.c• P.T. SIL E.N. SHT'G. PROVIDE OPENING IN SUB -SHEATHING w/ (2) 16d's EA. END. SEE F FOR VENTILATION (1:150 SQ. FT.) FOR D 2x STUD WALL, SEE PLAN �s _ ..A,K, on„«MARAIK,1 PARALLEL TO TRUSS B AT ALL DBL. r NG STUDS DBL. TOP PLATES R, SEE PLAN w/ FASTEN PER TYP EA. END ADD WALL PLATE SPLI B EA. END AT DETAIL, THIS SHE > 6-'0" TRIM w/ T 12"o.c. R HDR. S OLIND. ETAILS E.N. SHT'G. • —•— ��— I �� 2x10 3-5/8 5-1/2 — - — ••— SEE NOTE ON SHEET S1 - IJI VVaJ/11 FASTENERS WALL slzE 16"o.c. TYP. EACH SIDE OF SPLICE �` SEE NOTE ON SHEET S1 2x4 INT. 8 - 16d QNUMBER 60-03-1 64 WALL SHEATHING. SEE \ 2x4 DIAGONAL BRACE AT 4'-0"o.c. FOUND. PLAN FOR X NOTE: 'D1' 2x4 EXT. 12 -16d IMMERS AT LOCATION & SHEARWALL Hill 11 SIMPSON GBC EA. SIDE EA. BRACE HOLES & NOTCHES SHOWN APPLY TO DIMENSIONAL PAN > 6'-0" STUD, TYP. 2x6 12 - 16d Hill A34 T& !' 16d TOE NAIL EA. SIDE & 4x KI TO EA. TRUSS BELOW SIMPSON DTC CLIP AT 4'-0"o.c. � E.N. SHT'G. HEADEI' 4-16d's N .G./N ' ',OOF SHEATHING, SEE ROOF FRAMING PLAN 2x SOLID BLK'G. w/ LS50 CLIP SE�P� G/N TRUSSES, SPANS AT BLK. PER SHEARWALL SEE PLAN E.N. SHT'G. PROVIDE OPENING IN SUB -SHEATHING SCHEDULE. SEE ARCH. FOR G• .7 FOR VENTILATION (1:150 SQ. FT.) Q 2x TRI VENTILATION. g`r 2x STUD WALL, SEE PLAN 16d's A DBL. T MAIN ROOF MEMBERS, \X� TRUSS CLIP SCHEDULE TRUSS OVER FRAMING SEE FRAMING PLAN k PERPENDICULAR TO TRUSS U.O.N. 2x KIIN NG \ PLY SPAN CLIP (U.O.N.) PLAN E.N. SHT'G. 1 L<16'-0" 3-10d's 2x SHAPED FASCIA — — 1 L>16' -0"H1 w/ (2) 16d's EA. 2 ALL H10-2 SHAPED 2x RIDGE BOARD RAFTER 3 ALL O LGT3 ? BLK' 4 AL LGT4 OR AT 2x STUDS AT 16"o.c. *2T OE NAILS ON ONE SIDE & 1 TOE NAIL 2x4 COLLAR TIE w/ (3) 16d's EA. END, TYP. i \ SIMPSON DTC CLIP EA. BLK. 2x SILL ON OPPOSITE SIDE OF EACH RAFTER. 2x6 OVER FRAMING AT 24"o.c. DBL. 2x WALL SHEATHING. SEE USE (3) #10 x 2-1/2" SCREWS AT EXT. (U.O.N.) w/ (3) 16d TOE NAILS G/N TRUSSES, SEE EXT FOUND. PLAN FOR LOCATION PORCHES TO HEADERS (U.O.N.) EA. END TYP. ;v. FRAMING LANS & SHEARWALL SCHED. FOR WINDO SIZE &NAILING. 2x SLEEPER w/ (2) 16d's � WHERE EA. MAIN ROOF MEMBER 'OOF SHEATHING, SEE ROOF FRAMING PLAN EXTERIOR SIDING - SEE ARCH. HEADER AT SIM., SEE PLAN.; iv a 2x4 BLOCKING AT 4'-0"o.c• P.T. SIL E.N. SHT'G. PROVIDE OPENING IN SUB -SHEATHING w/ (2) 16d's EA. END. SEE F FOR VENTILATION (1:150 SQ. FT.) FOR D 2x STUD WALL, SEE PLAN �s _ ..A,K, on„«MARAIK,1 PARALLEL TO TRUSS B AT ALL DBL. r NG STUDS DBL. TOP PLATES R, SEE PLAN w/ FASTEN PER TYP EA. END ADD WALL PLATE SPLI B EA. END AT DETAIL, THIS SHE > 6-'0" TRIM w/ T 12"o.c. R HDR. S OLIND. ETAILS IMMERS AT PAN > 6'-0" STUD, TYP. SEE FOUND. I G. AT 10'-0"o.c.HT PANEL JOINTS WALL OPENING, SEE ARCH. PLATE AT INT. DRWGS. FOR SIZI SILL PLATE AT & LO W FRAMING, — — — — TIF TI T OCCURS 10" I I MAX L PLATE PLAN I�__11__ CHAPTER 1 ADMINISTRATION 101.3.1 State -regulated buildings, structures and applications. Provisions of this code shall apply to the following buildings, structures and applioations reguated by state agencies as specified in Sections 103 through 106, except wbere modified by local ordinance pursuant to Section 101.7, Vten adopted by a state agency, the provisions of this code shall be enforced by the appropriate enforcing agency, but only to the extent of authority granted to such agency by statite. I State-o,�,T-,cd buildings, including buildings constructed bV the Truistees of the California State University� ard to the extent permitted by California law, bdidings desigred and constructed by the Reglents of the L)niversity of California and regulated by the Bilding Standard-, Comrrission, See Section 103 for additional scoping provisions. 2, Energy effiloiem/ standards regulated by the California Energy Commissiort 3� All residential buildings constructed throughout the State of California, including but not,"ed to, hotels, motels, lrA-i�f-g hocises, apartrrent houses, dwellings, dormitories, cmdonnir-i-ims, shelters for homeless persons, congregate resdences, en-ployee housN, factory-bi-ilt housing and other types of dwellings contahkg sleeping accommodations with or without common toilets or cooking facilities regulated by the Department of Housing and Comrxinity Development See Secticn 104 for addlitionaf scopiyj provisions� 4, Pulb1c, elementary and secondary schools, and community college buildings.regulated by the.Division of the State Architect, See Section 105 for additional scopiing provisions., 0-olified historical buildings and structures and their associated sites regi-ilated by the State Histcdoal Building Safety Board Wthin the Di,,ision of the State Architect 6. General acute care hospitals, acute psychiatric hospitals, skilled nursing and/or htermencliate care facilities, clinics licensed by the Department of Public Health, and correctional treatment centers regulated by #* Office of Statev.�d�a Health Plannirllq and Development, See Section IM for adclitionaf scoping prov�loi'a 7. GFaywater systems relgulattad by the Departrrentof Water Pescurces and the Departmentof Hcu8,r)9 and Comrriurity Deve!opment, 8. Green buidnq standards for occupancies wt-lere no state agency f -es authority or e)pertise, adopted by the California Building Standards Corrmissim See Section 103 for additional scoping provisions, CHAPTER 3 GREEN BUILDING 301.1.1 Additions and alterations. [HCPI The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the buildiVs conditioned area, volume, or size, The requirements shall apply only to and/or within the specific area of the addition or alteration Note: On and after January 1, 2014, residential buildin u going p- I ed alterations, addlions or improvea-ents gs nder ermitt shall replace nor)compliant pkxnbing fixtures with vster-conserving plumbing fixtLyes. PILmbing fixture replacernent is required prior to issuance of a certificate of final completion, ceWicato of cocupancy or that permit approval by the locat building department. See Civil Code Section 1101,1 et seq., for the. definition of.a rioncompriant plumbing fixture, types of residential buildings affected and other important enactment clateS, 301.2 Low-rise and high-rise residential buildings. [HCD] The provisIms of irdvj�Jual secti,:)ns of CALGreen may apply to either km rise residential buildings, high-rise residential buildings, or both, Individual sections will be desirmted by banners to indicate vtt-jere the section applies specificafly to low-rise only (LR) or high-rise only MR), When the section applies to both low-rise. ar-KJ high-rise buildings, no banner will be used. 301.3 Nonresidential additions and alterations. [BSC1 The provisions of ind"'Mual sections of Chapter 5 apply to new�/ constructed buildings, building tttatib [ additions of 1,000 square feet or greater, and/or bui:dhg alterations with a permit va� n of $200,000 or above (for occupancies Wthin'the authority of California Building Standards Commi3ssion), Code sections relevant to additions and alterations shall only apply to the portions bf,the building being added or altered withir� the scope of tt-P, permitted work A coden, section vvil be designated by a banner to iydcate where the code section only applies to newly constrl_10tod buildings [N] or to adr-fitions ard alterations [AA1, When the oo&e section applies to both, no banner will be. used DIVISION 4.1 - PLANNING AND DESIGN (SITE DEVELOPMEN 4.106.2 Storm water drainage and retention durina construction. Projects vA*--h disturb less than one acre of sol and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage duling construction. In order to manage storm water drainage dffhg constructbr� ore cor more of the foliclybig rineasures shal be irnplenrented to prevent f'oodinq of adjacent property, prevent erosion and retain sog runoff on the site, I Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is oonw.t,,yed to a pubr�c draiinage system, colgection pdht, gitter or sirr?W disposal method, water st-oll be filtered bj use of a bamier system, wattle or other method approved by the enforcing agency, aCompliance Wth a I&Multy enacted storm water management ordinance. 4.106.3 Grading and p'i! yln .Pwstruction plans shall i-clicate how the site grading or drainage system Will manage all surface water flows�, to keep water from entering bul&as, Examples of methods to manage surface water include, but are not limited to, the folldw�, og: L S", !es 2 Water collection and disposal systems 3. French drains 4, Water retention gardens 5, Other water measures which keep surfaceonter away from buildings and aid in groirdwater recharge, Exception: Addlilons and alterations not altering the drainage path, DIVISION 4.2 - ENERGY EFFICIENCY 4.201.1 Scope. For the purposes of rriandatory energy effbiency standards h this code, the California Energy Comrrission will continue to adopt mandatory standards. DIVISION 4.3 - WATER EFFICIENCY & CONSERVATION (INDOOR WATER 4.303.1.3 Showerheads. 4.303.1.3.1 Sin le showerhead.Showerheads shall have. a maximurn flow rate of not more than 20 gallons per rniriAe at 80 psi, Showerheads, shall be certified to the perfcm-iiance criteria of the U.S, EPA WatalSense Specification for Showed -pads. 4.303.1.3.2 My!tlple showerheads serving one shower. When a shower is served by mor�e than one Tho�W_�W�Tthe - i , flow rate of all showerrieads and/or other shower outlets coinlrolled by a single valve shall not exceed 2,0 gallons per mhute at 80 psi, or the shower shal� be designed to 8�low only 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 maxinum flow rate of residential lavatory faucets shall riot exceed 1.5 gallons per minute, at 60 psi The r-inimum flow rate of residential lavatory faucets shaU not be less than 0.8 gallons per minute at 20 psi, 4.303.1.4.2 L�y "o faycets In common and public use areas. The n-o>iTium flokv rate of lavatory faucets installed in common and public use arc -as (outside of dwellings or sleeping units) in residential Luildings; shall not exceed 05 gallons per minute at 60 psi. 4.303.1.4.3 Metering faucets. Metering faucets when instal;ed in residential buildings shall not deKer more than 0,25 gallons per cycle 4.303.1.4.4 Kitchen faucets. The maximum flow rate of [1tchen, faucets shall not exceed 18 gallons We minute at 60 pd. Kitchen faucets may terTporarily k-lorease the flow above the maximurn rate, bit not to exceed 2.2 gallons per rninute at 60 psi, and must default to a maximum flo,,v rate of 1B tluns minute at ga pe, r 60 psi Note: Where cmplog faucets are Lneivailable, aerators or other rneans, may be used to achieve redixtiorL 4.303.2 Star�_d_a�ds for plumbing flixtures and flittings. Plumbing fixtures and fittings shall be installed in accordance wi-th the California Plurnbing Cock), and shall rneet the applicable standards referenced in Table 1401.1 of the California Plurnbing Code DIVISION 4.3 - WATER EFFICIENCY & CONSERVATION (OUTDOOR WATER 4.304.1 Irrigatlon controllers, Automatic inrioation system controllers for IandSCarjhg provided by the bi-ilder and installed at the time of final inspection &I-oll comply with the following. 1, Controllers shag be weather- or scil moisture -based controllers that automatically adjust irrigation in response to changes in plants' re�eds as weather conditions change 2, Weather -based controllers without integral rain sensors or ocmrrwul*�aton systems that account for local raInfall shall have a separate Wred or, wireless rain sensor whi6h connects or comi-mri'lcates with the control'er(s), Sol moisture -based controllers are not reqJred to have rain sensor input. Note� More information regarding irrigation controller function and specifications is available from the lrriga�on Association, DIVISION 4.4 - MATERIAL CONSERVATION & RESOURCE EFFICIENCY ANCED DURABILITY & REDUCED MAINTENANCE) 4.406.1 RodeqLpLqof`Ing. Annular spaces around pipes, electric cables, conduits or other olperings in sole/botlom plates at exterior walls shall be protected against the passage of rock',,nts by closing such openings with cement morlar, concrete masonry or a similar method acceptable to the enforcing agency. DIVISION 4.4 - MATERIAL CONSERVATION & RESOURCE EFFICIENCY (CONSTRUCTION WASTE REDUCTION, DISPOSAL & RECYCLIN 4.408.1 Construction waste management. Recycle and/or salvage for reuse a minimum of 50 percent of the nonhazardous construction and ' demolition waste in accordance with either Section 4.408,29� 4,4083 or 4.4084, or meet a more strir*gent local construction. and dernolition waste mariagerrient ordinance, Exceptions., 1. Excavated soil and land -clearing debris, 2, Alternate, waste reduction methods developed by working with local agencies if diversion or recycle facifties capable of. compliance with this item do not exist or art not located reasonably close to the jobsite. 3, The enforcing agency may make exceptions to the requirements of this section wh�ln isolated jobsites are located in areas beycrd the hall bo-undaries of the diversion facility 4.408.2 Construction waste management plan. Submit a construction waste management plan in conformance with Items 1 through 5. The constructicin waste management plan shall be updated as necessary and shall be available durii-g 'lion construction for examm by the enforcirg age.�� 1, Identfy the construction and demolition waste materials to be diverted from disposal by recycring reuse on the project or salvage for future use c( sale. 2 Specify if construction and demolition waste materials WR be sorted on-site (source -separated or bulk rrAxed (slng!�e -stream), 3, Identify diversion facilities where the, construction and dendition waste material will be taken, 4, Identify constrxtion methods employed to red -kc -e the amount of construction and demolition waste generated. 5 Specify that the amount of construction and demordion waste materials diverted shall be calculated by weight or volume, but not by both 4.408.3 Waste management company. Utilize a waste management company, approved by the enforcling agency, wl-�ch can provide verifiable documentation that the percentage of construction and dernolition waste material.dverted from the landfill cornpres with Section 4.408.1 Note: The owner or contractor may make the determination it the construction and dernolition waste. materials volt be diverted by a waste management company. 4.408.4 Waste stream reduction alternative. Proir-ots that generate a total combined weight of construction and demolition waste disposed of in landfills, vtkh do not excee , d four (4) lbs,hq. fl, of the bAdhg area shall meet the ry�inrmrn 50 percent construction waste reduction requirement in Section 4.408.1. 4.408.4.1 Waste stream reduction alternative. f HRI Projects that generate a total cornbried weight, of construction and demolition waste disposed of in landfills, whi,-h do not exceed two (2) pounds per square foot of the building area, shall meet the minirrturn 50 -percent construction waste reduction requirement in Section 4.408.1. DIVISION 4.4 - MATERIAL CONSERVATION & RESOURCE EFFICIENCY (BUILDING MAINTENANCE & OPERATI 4.410.1 Operation and maintenance manual. At the time of final inspectioq a manual, compact disc, welb-based reference or other media acceptable to the enforcing agenrcy w!,kh includes all of the followhg shall be placed in the building 1, Directions to the owner or occupant that the manual shall remain with the hii1ding throughout the life cycle of the structure 2 Operation and maintenance instructions for the follow$ng: a, Equipment and appliances, including water-sa,�ingi devices and systems, HVAC systems, water -heating systems and other majorappliances and eq*ment, b. Roof and yard drainage, iricliudiirg gutters and downspouts. c, Space conditioning systems, Including condensers and air titers, d Landscape irrigation systems, e, Water reuse systerns. ,3. Information from local utility, water and waste recovery providers on rrethods to further redice resource ,consumption, including recycle programs and locations, 4, Public transportation and/or carPool options avalable in the area. S Educational material on the positiv6 impacts of an interior rellattve hurriclify between 30-60 percent and what methods an occupant may use to maintain the relative humidly level in that range, 6. Information about water-conservirg landscape and irrigiation design and controllers which conserve watet. 7, Instructions for maintainiro gutters and downspouts and the implortan�e of divertirg water at least 5 feet away from the foi-indation. 8, Information on required routhe maintenance rreasures,'Includirg, but not lir-nitc to, caulking, painting, grading around lh,a, building, etc. 9. Information about state s, -Jar enercv and incentive p"rams available. 10. A copy of all special inspection veriificatbns required by the enforcing agency or this code. DIVISION 4.5 - ENVIRONMENTAL QUALITY (FIREPLACE 4.503.1 General. Airy installed gas frepbce sha4 be a direct -vent sealed-cm-bustion We, Any installed woodstove or pellet stove shall cornply with U,S. EPA Phase 11 errission Irrffts where applicable. Woodstoves, pellet stoves and fireplaces shall alsocomply with applicable local crciriances� DIVISION 4.5 - ENVIRONMENTAL QUALITY (POLLUTANT CON 4.504.1 Covering of duct openings and protection of mechanical equipment during construction. At the tinnee of rough installaticlin, during storage on the construction site and until finaf startup of the heating, cooling and ventilating equipment, all duct and other related air distriibution component openings shag be covered with tape, plastic, sheetrn�tlal or other methods acceptable to the enforcbg agency to reduce the amount of water, dust and debris,,o6ich may enter the system 4.504.2 Finish mate Finish materials shall complyWth this sectiort 14.504.2.1 Adhesives, sealants and caulks. Adheskes, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air q-tality maregement distriot riules apply. I Aclhesives, adhosive bonding prirners, adhesive primers, sealants, sealant primers, and caulks shall comply with &.at or regional air pollution control or air quality management district rules where applicable or SCAOMID 194-, 1168 VOC limits, as shown in Table 4.5041 or 4.504.2, as applicable Such products also shall comply with the, Rule 1168 prohibition on the use of certain toxic compounds (chloroform, othylene clic-Noride, methylene chloride, perchloroethylene and trichlorcethylene), except for aerosol products, as specified in Subsection 2 below, 2. Aerosol adhesives, and snnaller unit sizes of adhesives, and sealant or caulking compourds (�) units of prockyot, less packaging wt-lich do not weig- h rriore than 1 po-nd and do not consist of more than 16 fkjd ounces) shall comply with statewide, VOC standards and other req4reents, inckding prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. 4.504.2.2 Paints and coatlnqs. Archtectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Con�ol ltvleasure, as shown in Table 4,504.3, unless mo, re stringent local limits apply, The VOC content firrit for coatings that do not meet the definitions for the specialty coatings categories Isledir Table 45043 shall be determined by classifying the coating as a Flat ' Nonflat or Nonflat-Inigh Gloss coating, based on is gloss, as defined in subsections 4.21, 4,36, and 4,37 of the 2007 California Air Resccrces Board, Suggested Control Measure, and the corresponding Flat Nonflat or Nonflat-hgh Gloss VOC lin"d in Table 4.5043 shall apply. 4.504.2.3 Aerosol paints and coatIqgs. Aerosol pahts, and coatings shall meet the Prodi -r -t -weighted MIR Limits for ROC in Sect FM_9Zi� FaX�)_ �ac�i�;r requirements, including prohibitions on use of certah toxif,, compourds and ozone depleting substances, in Secticns 94522( c )(2) and (dX2) of CaVornia. Code of Reguh.tions, Title 17, cornmencirV with Section 94520; and in areas under the jurisdictbn of the Bay Area Air Qual'ty Management District additionally omply with the percent VOC bymelight of product limits of Regulation 8, Rule 49, 4.504.3 qq!p!�t�� All carpet installed in the bLilding, interior shag meet the testing and product requireerrents of one of the follov*g 1. Carpet and Rug Institute's Green Label Plus Program, 2. California Department of Public Health, "Standard Method for the Testing and Evaluialion of Volat"le Orgaric Cherr�A, Emissions from Indoor Sotroes U sing Environmental Chambers:' Vef sion 11 February 2010, (also known as Specificaticn 01350.) 3. NSF/ANSI 140 at the Gold level. 4, Scientific Cerlifications Systems Indoor AdvantageTM Cold, 4.504.3.1 Ca!pet cushion. All carpet cushion installed in the building interior sl'all meet trie recIlirements of the Carpet arid Rug InstiVes Green Label program 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the req4ements of Table 4504.1, 4.504.4 Resillent floorlin systeins. Whero resilient flooring is ir)stalled, at least 80 perr.*nt of floor area receiving res!lir�nt flooring shall corTly with ore or more of the follovkq I VOG ernission knits defined in the Collabomt�ve for High perforrnance Schools (CHPS) High Perfoll-mance, Product,-, Database 2. Products con-0jant with CHPS criteria certfied under the Greenguard Children & Schools program, a Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. 4. Meet the California Department of Public Healttj "Standard Method for the Testing and Evaluation of Vobtleo Organic Cliernical Erniasions from Ind" Sources U sing Envirorynaintaf Chambc�rs," Version 1.1, Febnnry 2010 (also known as Specification 01350). 4.504.5 Composite wood products Hardwood plywood, particleboard and rnedium density fiberboard cornposite wood prod)cts used on the interior or exterior of the building shall rneet the requirements for formalck'_lInyde as specilied in ARB's 4 Toxics Control MeasLre for Composite Wood (17 CCR 93120 et seq), by or before the dates specified In those sections, as shown in Table 4504.5. DIVISION 4.5 - ENVIRONMENTAL QUALITY (INTERIOR MOISTURE CONTROL) 4.504.2.2 Paints and coatings. Architectural paints and coatings shall comply wilh VOC' limits in Table 1 of Vie ARB Architectural Suggested Control Measure, as shown h Table 4,504.3, unless more stringent local limitsapply. The VOC content limit for coatings that do not meet the definitions for the specialty coathgs categories listed in Table 4_E�93 shall be determined by classifying the coating as a Flat, Nornflat or Nonflat-h�h Gloss coating, based on its gloss, as defined in subsections 4,21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponck-g Fiat, Nonflat or Nonflat-high Gloss VOC limit in Table 4.504.3 shall' apply. 4.504.2.3 Aerosol paints and coatings. Aerosol paints and coatings shall met the Product-welghted MIR Lilts for ROC in Section 94522(aX3) and other reqkemets, including prohibitions on use of certain toxic, compounds and ozor-le, depleting substances, in Sections 9452.2(cX2) and (d)(2) of California Code of Regulaticns, Title, 17, commencing with Section 94520; arxJ in areas under the Ojs6ction of the Bay Area Air Quality Management District additionally comlply with the percent VOC by weight of product firnits of Regulation 8, Rule 49. 4.504.3 CaEpet systems All carpet installed h the building interior shall meet the testing and product recluirements of one of the following 1, Carpet and Rug hstitute's Green Label Flus Program 2. California Department of Public. Health, "Standard Mothod for the Testing and Evaluation of Volatile Organic Chemical Ernissbns from Indoor Source-, U sing Environmental Chambers," Version 1,11, February 2010 (also I myn as Specification 01350) 3. NSF/ANSI 140 at the Gold level, 4. Scientific Certifications Systems kxb)r Advantage"' Gold 4.504.3.1 CarpfA cushion, All carpet cushion installed In tKes building interior shall meet the requirerrients of tte Carpel and Rug Instilute's Green Label program. 4.504.3.2 Carpet adhesive. 4 carpet adhesive shall nv�el the requIrerrents of Table 4504.1 4.504A Resilient flooring systems. Where resillient flooring is installed, at least 80 percent of floor area rcc&,/in9- resilient flooring shall comply with one or more of ti -le following. 1, VOC emission limits defined in ti -ie Collaborative for High Performance Schools (CHPS) High Performance Products Databasa 2. Products compliant with CHPS criteria certified under the Greenguard Children & Schools prWara 3, Certification under the Resilient Floor Covering Institute (RFCI) FoorScore program 4, Meet the California Deparirnent of Public f-lealth, '�Standard Method fly the Testing and Evaluation of Volatile Organic Chemical En-issiicns from Indoor Sources U sing Environmental Chambers," Version 1.1, February 2010 (also known as Spc�officafbn 01.350), 4.504.5 Composlte wood products. Hardlvood plywolod, padideboard and medium density fiberboard composite wood products used on the interior or exterir.y of the b(ildiing shall meet the reoreme-nis for formaldehyde as spec-ified in AIRB's Air T&Acs Control Measure for Composite Wood (17 CCR 93120 et seq), by or before the dates specified in those secticns, as sh(yv�n in Table 4,504.5, TABLE 4.WC5 FORMALDEHYDE LlMrTS1 FMsxtmum Formaldiftft Emlealons In Parts pw Million PRODUCT CURRENT UMIT Hardwood plywood Yen= coo 0.05 MwWood plywoodi emposite, me 0.05 Paxfidkboard 0.09 Medium density fibmboard 0.11 Thin medium density fibmboarif 0-13 I. Values in d& table are dedved ftom those spedfied by the Calffiamin Air ReKerces Board, Air Toxics Coritrol Mewre for Composite Wood its t"W in accordmee with ASIM E 1333. For additional in1lbrmatium, sft Califonda Code ofRegulationi, TItle 17, Secdon&93120through 93120.12. 1 Tbinmedumdcnaltyflbmtoardhasama)dnuimtfficimmofl/,6bch(gmm). 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES SCALE : 6" = 1'-0" DIVISION 4.5 - ENVIRONMENTAL QUALITY (INTERIOR MOISTURE CONTROL) (CO��Tj. 4.505.2 Concrete slab foundations. Conc-rete slab foundations required to have a vapor retarder by the Califorrib Building Code� Chapter 19 or concrete slab -on -ground floors reqUred to I -eve a vapor retarder by the California Residential Code, Chapter 5, shag also comply A&fth this section. 4.505.2.1 C Mary break. A capillary break shall he installed in ccmpli@nce with at least one of the following iip' -1--l- 1. A 4 -inch -thick (1016 rnrt� base of I/zir�ch (12.7 mm) or larger clean aggregate shall be provided vith a Vapor retardor in direct contact with concrete and a cowete nV4 design, wi-illch wi'l address bleecting, shftagp., and curl'ng, shall be used For additional information, see Americ-an Concrete Institute, ACI 302.2R-06. 2. Other eqlivalent methods approved by the enforcing agency, 3. A �,_- I a b d esign specifiod by a licensed design professional, 4.505.3 Moisture content of building materials. Building materials with visible s,,jT.s of water damage shall not te installed. Wall arid floor framing shall not be enclosed when the framing members exceed 19-percm-t moisture crintent. Moisture content shall be verified in compliance Wth 11-r, following: 1. Moisture co.nten, shag be determin�. with either a probe -type or contact -type moisture meter, Equi�.�alent moisture -�e enforcing agency and shall satisfy requirements found in Sectic 101.8 verification methods may be approved by fl - of this code, 2. Moisture readings shall te taken at a point 2 feet (610mm) to 4 feet (1219 mm) from the grade stamped end of earh pio�oe to be varifed, 3. At lt�ast three random moisture readings shall be perforroed on wall and floor framing with doct-mentation acceptable to the enforcing agency provided at the tme of approval to orrlose the wall and floor framinci. Insulation products which are visibIly wet or have a high moisture content shall be replaced of allowed to dry prior to enclosi-re h wall or floor cavities, Wet-appli�-_I_ insulation products shal' fol!ow the manufacturers' drying recommendations prior to enclosur-. DIVISION 4.5 - ENVIRONMENTAL QUALITY (INDOOR AIR QUALITY & EX!j�ST 4.50C.1 Bathroom exhaust fans. Each bathroom shall be mec�hanically ventilated and shall comply with the following: 1, Fans shall be ENERGY STAR comoiant and be ducted lo terminate outside, the bUd)g. 2, Uriless kmt&kv g as a component of a whole house ventilation systerr� fans must be controlled by a hurridity control. a. Humidity controls shall be capable of adjustment between a relative hurnirlity range ofC.; 50 percent to a maAmum of 80 rx�rcent A humidity control may utilize manual or automatic means of adjustment Is, A h_;rT=iidity control may be a separate component to the exhaust fan and is not required to be integral 0e, built-in), Notes: 1, For the purposes of this section, a bathroom is a roorn which contains a bathtub� showex, or tub/slmer comt�lnation, 2. Ligl1hg integi-a! to bathroom exhaust fans shall comply with the California Energy Cocie. DIVISION 4.5 - ENVIRONMENTAL QUALITY (ENVIRONMENTAL COMFOR 4.507.1 Reserved �'._5_07.'2 -Heatl-nq and air-conditioning _§y1tern desI,9q. Heating and air-conditbnirig systerns shall br,� sized, cV.,-signed and have thr-,r equipMet sfelected using the fol�owing methods: 1. The f�leat loss and heat gain is established accorcli,-ig to ANSI/ACCA 2 Manual J-2004 (Residential Load Calculalion), ASHRAE handbooks or otiner equivalont design software or methods. 2. DLr-t systems are sized according to ANSI/ACCA 1 Manual 0-2009 (Residential Duct Systems), ASHRAE- handbooks or other eq.;rvalent dl:a4n software or methods. 3, Select heating and cooling equipme-i-lt according to AN5-'l,1A.CCA 3 Manual S-2004 (Residiential Equipment Selection) or other eqUi`,�afent dasgirt softvaree or mielw_js. �ej�)rr Use of alternate dl�-eign temperaVes necessary to ensure thee systems function are acceptablE�. CHAPTER 7 - INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS (QUALIFICATION, VERIFICATI 702.1 Installer training, FIVAC system installers shall be trai)ed and ceMifled in the proper instal.'aticn of HVAC systems irr-11 id�)g ducts and equirment by a nationally or regional�j recognized training or certfi,�ation program, UnCerlified persons may perform HVAC instkallatior'is when Lrder the direct supervision and responsil:01y of a person trained ar)d certified to install HVAC systems or contractor kcensed to install HVAC; systems, Examples of acceptablo, HVAC training and certificathn programs include biA are not limited to the f&owing: 1. Statn certified apprmticeship programs. 2. Public utility training programs, 3, Train!'ng programs sponsored by trade, Labor or statewiden energy consulting or verific-ation organizations. 4 Programs sponsored by manufacturing organizations. S. Other programs acceptable to the erifordrgi agency, 702.2 Special Inspection. [HCD] Vftn req�,rkl)ld by the m -forcing, agoncy, the own-er or the responsible entity acting as the owner's agent shall employ ore or more special inspectoys to provide Vcry_rction or otheer dities necessary to substant�iate cornipliance with this, code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular tpe of inspection or task to be performed In addition to other certifications or qualifications acceptable to the enforcing agency, the Ulowing cclifical �'bns or education may be considered by the enforcing agency when evakiating the qualifications of a special iirlspector: 1. Certification by a national or regic(r-i! green building proc griam or standard pulJisher. 2, Certification by a stalevvde energy consulting or verification organization, such as HERS raters, building performance contractors, and home enerqy auditors. 3, Suowssflul completon of a third party apprentice training progr-�Irn in the apprc)priate trad& 4, Other programs acceptable to the enforcing aqerry, Notes: I Spnrial insl-ectors shall be. independent entities With no firvincial interest in the mater�,als or the project they are inspecting for compliance vot'i this code. 2. HERS raters are spec�al inspectors certif M, by tty- California Energy Conwi�ssiorl (CEC) to rate ly-sms in California according to the Home- Energy Rating Syslem (HERS). [BSC] When required by the enforcing ag��ncy, the owner or the responsbliz,� enlity acting as the owner's agent shall employ one or more,, special inspectors to provd-a inspection or other dulies. r--essary to substantiate compliance with this oode, Special inspectors shal! clemcn.strate competence to the satisfaction of the enforcing age". for the particular type of inspection or task to be performed In adition, the special inspoctor shall 1-ove a certification from a recognized state, rxatbnal cf interinatbrol association, as determined by the local agency, The area of oertificaticn shall be closely related to the primary job function, as determined by the local agency. ljote Srx,,cial inspectors shall be independent entities with no fi-aricial interest in the materials or the project trey are insoecting for conpliance vith this code. 703.1 Documentation. Documentation used to show comptiance with this code shall iriclude but is not firrilA, to, const,uclion documents, plans, specifications, builder or installer certiN,,atiofl insrxtction reports, or other methcds acceptable to the enforcing agerv,�y which demonstrate Substantial oonformarce, When docurnmtation or sperial inspection is necossary to vcfify comr4ance, that method of compliance will bo sfy,,,cifiecl in the appropriate section or identified in the appli.,,ation checklist., r.0 g oa architecture + engineering www.rgachico.com PROJECT WENTZ RESIDENCE A I �ik W. PROJECT ADDRESS 310 PLUMAS DRIVE OROVILLE, CA 95966 ASSESSORS PARCEL NUMBER 68-03-164 RGA PROJECT # PLAN CHECK# 16- 610 - Project StatL DRAWN Author CHECKED Checker STATUS DATE Issue Date REVISION DATE CALGREEN MANDATORY MEASURES CGol i i i Code Summary Scope of work: This project shall consist of an addition of a new kitchen and utility room to the existing home, of wood construction on concrete slab. Governing Codes: 2013 California Building Code 2013 California Fire Code 2013 California Electrical Code 2013 California Mechanical Code 2013 California Plumbing Code 2013 California Energy Conservation Code 2 C Assessors Parcel Number: �68-03-164 �. Occupancy Single Family Residence \ I l \ �, Zoe n p� LDR �r J d , Proposed Area: 750 s.f. Kitchen 256 s.f. Utility 192 s.f. Porch /SO Zi ' 1 /Ta :i k -% O P �-D _ `V t _ Sheet Layout #1 Plot Plan #2 General Notes #3 Elevations #4 Floor Plan 45 Foundation Plan #6 Roof Plan #7 Truss Details #8 Electrical/Plumbing Plan #9 Cross Section i Tru-Bilt Construction & Drafting CCL .1ilD Project 9ab eq �.oaj� J FR'� M7 2 5 2016 Title EE Ute- CCUr4Ty ®ate Sheet f"1)liDlit� .tom ���,lf` r✓- J/5 00 C'Ofir%y Sca I e 1 U -` ST �o L PLUMBING NOTES 1. ALL GAS OUTLETS LOCATED IN A BARBECUE OR FIREPLACE SHALL BE CONTROLLED BY AN APPROVED VALVE LOCATED IN THE SAME ROOM AND OUTSIDE THE HEARTH BUT NOT MORE THAN 4'-0" FROM SUCH OUTLETS. (PER 2010 C.P.0 SECTION 1211.14) 2. SHOWERS AND TUB/SHOWERS ARE PROVIDED WITH PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE CONTROLS. (PER 2001 C.P.C. SECTION 420) 3. SEWAGE LINE TO BE A MINIMUM OF 4"dia. (PER 2010 C.P.C. TABLE 7-3,7-5) 4. DISHWASHER SHALL HAVE AN APPROVED AIR GAP FITTING. (PER 2010C.P.0 SECTION 807.4) 5. ANCHORED WATER HEATERS WITH STRAPS TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND ONE-THIRD OF ITS VERTICAL DIMENSIONS, AT THE LOWER POINT A MINIMUM DISTANCE OF 4" SHALL BE MAINTAIN ABOVE THE CONTROLS WITH THE STRAPPING. 111 (PER 2010 C.P.C. SECTION 510.5) `J �U 6. DESIGN AND CONSTRUCT WATER HEATER VENTING SYSTEMS TO DEVELOP A POSITIVE FLOW ADEQUATE TO CONVEY ALL PRODUCTS OF COMBUSTION TO V THE OUTSIDE ATMOSPHERE. ( PER 2010 C.P.C. SECTION 608.5) 7. PROVIDE AND INSTALL WATER HEATER RELIEF VALVES (MAX. 150 PSI) LOCATED INSIDE A BUILDING SHALL BE PROVIDED WITH A DRAIN. THE 1 DRAIN SHALL EXTEND FROM THE VALVE TO THE OUTSIDE OF THE BUILDING WITH THE END OF THE PIPE NOT MORE THAN 2' NOR LESS THAN 6" ABOVE THE GROUND AND POINTING DOWN. 8, USE 2x6 STUD WALL WHENEVER THE PIPING WITHIN THE WALL IS GREATER THAN 2" OUTSIDE dia. (PER 2010 C.P.C. SECTION 313.2) 9. INSTALL A NON -REMOVABLE BACK FLOW PREVENTION DEVICES ON ALL EXTERIOR HOSE BIBS. (PER 2010 C.P.C. SECTION 603) 10. PROVIDE AN APPROVED AIR GAP FITTING AT DISHWASHER (PER 2010 C.P.C. SECTION 210-12(b). 11. WATER HEATER SHALL HAVE BY A 83 GALLON, i HOUR RATING & A 40 GALLON CAPACITY. 12. PROVIDE 12"x12" ACCESS PANEL FOR IT TURES HAVING CONCEALED SLIP JOINT CONNECTIONS (TUB UNI PER 2010 CRC: 13. WHERE TOP AND SOLE PLATE ARE CUT FOR PIAjV1 S/, ETAL= TIE MINIMUM 0.058" THICK AND 1 Z" WIDE SHALL BE FASTENEDCROSS THE OPE ING WITH 6-16d NAILS MIN. EACH SIDE, ALL PLATE . PER 2010 C.R.C. ROOF ASSEMBLY 15!32" APA APPROVED PLYWOOD OR OSB SHEATHING _ 24/40 SPAN RATING, EXPOSURE -1 AT ALL EXPOSED AREAS. NAIL W/8d AT 6"O.C. EDGES AND 12"O.C. FIELD. MINIMUM CLASS'B' OR BETTER COMPOSITION SHINGLES INSTALLED PER MANUFACTURERS SPECIFICATIONS OVER 15# FELT. PRE -FABRICATED TRUSSES(SEE TRUSS DESIGNS AND ENGINEERING). 24" OVERHANG AT EAVES AND 12" PROJECTION AT GABLE ENDS UNLESS NOTED OTHERWISE ON PLANS. PITCH SHALL BE 5:12 UNLESS NOTED OTHERWISE ON PLANS. 1. TRUSS MANUFACTURER: (SEE ATTACHED TRUSS ENGINEERING) TRUSS LAYOUT SHOWN IS FOR REFERENCE ONLY - REFER TO ACTUAL TRUSS ENGINEERING FOR INSTALLATION, HARDWARE AND BRACING REQUIREMENTS. 2. DEFERRED TRUSS ENGINEERING MUST BE SUBMITTED TO THE BUILDING DEPT. AND APPROVED PRIOR TO INSTALLATION AND INSPECTION. 3. REFER TO TRUSS DIAGRAMS FOR MANUFACTURERS WEB BRACING LOCATIONS AND GIRDER STITCH NAILING 4. EAVE AND GABLE VENTS SHALL BE PROTECTED BY 1/4" CORROSION -RESISTANT WIRE MESH 5. PROVIDE 1/8" GAP AT ROOF SHEATHING PANEL EDGE. REFER TO MANUFACTURERS INSTALLATION REQUIREMENTS �`- 6. FRAMING FOR CALIFORNIA FILL AREAS SHALL BE 2X6 DF#2 AT 24"oc. v 7. EXTEND SOLID SHEATHING THROUGH ALL VALLEY AREAS AT CALIF. FILL TO TRUSS ROOF. 8. PROVIDE A MINIMUM OF 22X30 OPENING INTO ALL ATTIC AREAS IS 9. PROVIDE ATTIC VENTILATION IN ACCORDANCE WITH SECTION 1505.3, UBC. VENTILATION SHALL BE 1 SQ.FT. PER 150 SQ.FT. OF ATTIC AREA OR 1 SQ. FT. PER 300 SQ FT WHERE AT LEAST 50% OF THE REQUIRED VENTILATION IS LOCATED IN THE UPPER PORTION OF THE ATTIC AND 36" ABOVE THE EAVE VENTS. PROVIDE CROSS VENTILATION 10. ALL HARDWARE SHALL BE SIMPSON STRONG -TIE OR EQUAL AND AS SPECIFIED PER TRUSS MANUFACTURER. 11. BOUNDARY NAILING (E.N.) IS REQUIRED AT ALL SHEARWALL LINES, DRAG TIE LINES, DIAPHRAGM LINES, BLOCKING AND FRAMING MEMBERS AROUND OPENINGS - ELECTRICAL NOTES 1: ALL ELECTRICAL INSTALLATIONS SHALL COMPLY WITH THE J REQUIREMENTS OF THE 2010 CRC. d 2. PROVIDE G.F.C.I RECEPTACLE AT FRONT AND REAR OF DWELLING (SEE PLAN FOR LOCATIONS) (PER 2001 C.E.0 SECTION 210-52 (e), 210-8(3) ). RECEPTACLES INSTALLED OUTDOORS PROTECTED J' FROM THE WEATHER OR IN OTHER DAMP LOCATIONS, MUST BE INSTALLED IN A WEATHERPROOF ENCLOSURE WHEN THE ATTACHMENT PLUG CAP IS NOT INTERNED AND THE RECEPTACLE COVER IS CLOSED. ( PER 2001 C.E.0 SECTION 410-57). J 3. BOND METALLIC GAS PIPE AND WATER PIPES TO THE SERVICE GROUND. (PER 2001 C.E.0 SECTION 250-90 (a & b) ). 4. AT LEAST ONE WALL RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS ADJACENT TO CACHE BASIN. SEE FLOOR PLAN FOR LOCATION. (PER 2010 C.R.0 SECTION 210-52(d) ). PROVIDE G.F.C.I. PROTECTION TO ALL BATHROOMS COUNTER TOPS. (PER 2010 C.R.0 SECTION 210-8). 5. FIXTURES, LAMP HOLDERS, AND RECEPTACLES SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHTS MORE THAN 6 POUNDS OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. (PER C.E.C. SECTION 410-15). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS. (PER 2010 C.E.C). 7. RECEPTACLE OUTLETS SHALL BE SPACED NOT MORE THAN 12' FEET APART AND A MAXIMUM OF 6' FEET FROM THE ENDS OF WALLS OR OPENINGS, RECEPTACLE OUTLETS ARE ALSO REQUIRED IN WALLS 2' FEET OR GREATER (PER 2010 C.R.C. ). 8. PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (PER 2010 C.R.C. 9. PROVIDE A CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND A FOUR PRONG OUTLET IS REQUIRED FOR DRYER AND COOKING UNITS. 9A. PROVIDE A DEDICATED 20 AMP CIRCUIT TO LAUNDRY ROOM FOR APPLIANCE OUTLETS. 10. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. ` 11. PROVIDE STEEL ELECTRICAL BOX IN FIRE -RESISTIVE CEILING AND 3 WALLS. SEPARATE ELECT. BOXES BACK TO BACK IN FIRE -RESISTIVE WALLS BY A MIN. OF 24" HORIZONTALLY. BOX AREA SHALL NOT EXCEED 16 SQ.IN. 12. SPECIFY LIGHT FIXTURES IN TUB OR SHOWER O ER ENCLOSURES SHALL BE LABEL "SUITABLE FOR DAMP LOCATIONS." 14. PROVIDE ARC -FAULT CIRCUITS -INTERRUPTER PROTECTION TO ALL BEDROOMS. PER 2010 C.R.C. I V 15. SMOKE DETECTORS SHALL BE LOCATED AND INSTALLED IN COMPLIANCE WITH 2010 C.R.C.. ` DETECTORS SHALL BE 110V W/BATT. BACK-UP & CONNECTED TOGETHER SO THAT ALARMS SOUND AT THE SAME TIME. TOGETHER SEE PLAN FOR LOCATIONS. 16. USE FLOURESCENT LIGHTING IN KITCHEN AND BATH ROOMS 17. LUMINAIRES FOR GENERAL LIGHTING IN KITCHENS SHALL HAVE LAMPS WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT AND CONTROLLED BY A SWITCH ON A READILY ACCESSBILE LIGHT PANEL AT THE ENTRANCE TO THE KITCHEN. SEE CEC SECT. 150(k)-1. 18. EACH ROOM WITH A SHOWER OR BATHTUB SHALL HAVE AT LEAST ONE LUMINAIRE W/ LAMP(S) WITH AN EFFICACY OF 40 LUMENS PER WATT OR GREATER AND BE SWITCHED AT THE ENTRANCE TO THE ROOM. 19. ALL INCANDESCENT LIGHTING RECESSED INTO INSULATED CEILINGS SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER(IC) BY UL/TESTING LABS APPROVED BY ICBO. 20. INCANDESCENT LIGHTS IN WALK-IN CLOSETS SHALL BE AT LEAST 1.8" FROM FACE OF SHELF. FLUORESCENT FIXTURES LOCATE 6" FROM FACE OF SHELF. 21. ALL OUTLETS, SWITCHES, AND LIGHTING FIXTURES SHALL BE PLACED AS CLOSE TO LOCATIONS SHOWN ON PLANS AS POSSIBLE. 22. PROVIDE DEDICATED NEUTRAL @ GARBAGE DISPOSAL 23. PROVIDE ONE MINIMUM SEPERATE 20 AMP CIRCUITS TO LAUNDRY APPLIANCE PER 2010 C.R.C.. 24. CEILING FANS NOT EXCEEDING 35 LBS, (WITH OR WITHOUT ACCESSORIES) MAY BE SUPPORTED BY OUTLET BOXES PROVIDED THE BOXES ARE IDENTIFIED FOR SUCH USE. 2010 C.R.C. 25. PROVIDE 518" ROUND GROUNDING ROD AND BOND TO GAS & WATER PIPES. 26, PROVIDE A SECONDARY WATERTIGHT CORROSION RESISTANT PAN BELOW FURNACES W/DRAIN TO EXTERIOR READILY VISIBLE. 27. USE ONLY LIFER OR OTHER APPROVED GROUNDS. I� WOOD FRAMING NOTES 1. ALL MATERIAL IN CONTRACT WITH CONCRETE OR MASONRY SHALL BE TREATED IN ACCORDANCE WITH FED. SPEC. TT -W-572 (INT. AMB.2) FOR PRESERVATION AND PRESSURE TREATING OR HAVE A NATURAL RESISTANCE TO DECAY. 2. STUDS, BLOCKING, BEARING, BACKING, STRAPPING, WOOD CANT, ETC. SHALL BE DOUGLAS FIR. 3. PLYWOOD SHEATHING WILL MEET THE REQUIREMENTS OF US PLYWOOD STANDARD PSI -83 OF SIZE, THICKNESS AND GRADE SHOWN ON THE DRAWINGS. EACH PANEL SHALL CARRY THE GRADE MARK OF THE AMERICAN PLYWOOD ASSOCIATION ALONG WITH THE DFPA QUALITY STAMP. 4. NAILS SHALL BE COMMON WIRE NAILS. USE HOT DIP GALVANIZED NAILS AT ALL EXTERIOR CONSTRUCTION) 5. BOLTS SHALL CONFORM TO ASTM A-307. PROVIDE STANDARD CUT WASHERS AT ALL CONNECTIONS, EXCEPT WHERE STEEL PLATE IS USED. V I 6. NAILING SHALL CONFORM TO THE NAILING SCHEDULE REQUIREMENTS OF �' -- THE 2010 CRC, UNLESS SPECIFICALLY NOI ED ON THE PLANS 7. ALL FRAMING HARDWARE SHALL BE SIMPSON STRONG -TIE OR EQUAL, AS NOTED ON PLANS. HARDWARE SHALLBEINSTALLED PER THE MANUFACTURER'S SPECIFICATIONS OUTSIDE W/ BACK DRAFT DAMPERPE 2R 001 C.M.C. SECTION 504 GENERAL NOTES 1. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP TO CONFORM TO THE EDITION OF THE CALIFORNIA BUILDING CODE USED AT THE TIME OF BUILDING PERMIT ISSUANCE. THIS ALSO APPLIES TO NEC, UPMC AND APPENDIXES THERETO. 2. ALL DIMENSION TO BE FIELD VERIFIED AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE THE ATTENTION OF THE DESIGNER AND OR ENGINEER, PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. THE GENERAL CONTRUCTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. 4. CONTRUCTOR SHALL VERIFY EASEMENTS (PUBLIC OR PRIVATE) FOR SEWER, WATER, ELECTRICAL, TELEPHONE, CABLE TV, AND GAS PRIOR TO STARTING CONSTRUCTION. 5. VERIFY ALL UTILITY DATA AND LOCATIONS PRIOR TO ANY WORK. ONSITE UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE AGENCY OR UTILITY COMPANY. 6. DRAWINGS MAY NOT ALWAYS BE TO SCALE. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS 7. DISCREPANCIES W THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND OR ENGINEER, PRIOR TO PROCEEDING WITH CONSTRUCTION 8. NOTES THROUGHOUT THIS SET OF PLANS SHALL APPLY TO ALL SHEETS, WHERE NOTE IS APPLICABLE 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS FOR CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL APPLY CALIFORNIA FIRE CODE REQUIREMENTS CFC -1 APPROVED NUMBERS OR ADDRESSES SHALL BE POSTED AND PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY AS PER CFC ARTICLE 901.4.4 CFC -2 DRIVEWAY WIDTHS FOR PRIVATE ROADS SHALL NOT BE LESS THEN 20" UNLESS APPROVED BY LOCAL FIRE DISTRICT AS PER CFC ARTICLE 902.2.2. GENERAL BUILDING NOTES 1. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHERSTRIPPED. ALL JOINTS AND PENETRATIONS SHALL BE CAULKED AND SEALED 1 2. AFTER INSTALLING THE INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION AN INSULATION CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT "THE INSTALLATION CONFORMS WITH YHE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53 OF THE CALIFORNIA ADMINISTRATION CODE" 3. THE INSULATION INSTALLED SHALL CONFORM TO FLAME -SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF SECTION 707.3 OF THE 2010 CRC -' 4. PROVIDE BATT INSULATION IN THE CEILING WHERE THE SLOPE EXCEEDS 2.5/12 5. - ALL AIR DUCTS PENETRATING THE SEPARATION WALL OR THE CEILING BETWEEN THE GARAGE AND THE LIVING AREA SHALL BE A MINIMUM OF 26 GA. SHEET METAL. 6. -ALL SHOWER AND TUB/SHOWER WALLS TO BE CERAMIC TILE OVER WATER- RESISTENCE GYPBD. 7. - STUCCO SPEC. (1) IS 3 COATS, %" MIN. THICK; (2) HAS TWO LAYERS OF GRADE D PAPER ' UNDER STUCCO WHERE OCCURS OVER PLYWOOD SHEATHING; AND (3) HAS 26 GAGE GALVANIZED WEEP SCREED AT FOUNDATION PLATEILINE AT LEAST 4" ABOVE GRADE OR 2" ABOVE CONRETE OR PAVING. 8. - USE SAFETY GLASS AT THE FOLLOWING LOCATIONS - WINDOWS ADJACENT TO (1) TUBS, SHOWERS, AND TUB/SHOWERS; (2) ADJACENT TO AND WITHIN 24" OF EITHER EDGE OF DOOR IN A CLOSED POSITION AND WHERE THE BOTTOW EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFADE; (3) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.; (4) EXPOSED BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR. II 9. PROVIDE FLASHING AT ROOF JUNCTIONS TO VERTICAL SURFACES, INCLUDING WALLS, SKYLIGHTS, FIREPLACE CHIMNEY AND MECHANICAL CURBS 10. DWELLING TO GARAGE SEPARATION SHALL CONSIST OF A MINIMUM OF ONE LAYER OF 5/8" TYPE W GYPSUM BOARD INSTALLED ON THE GARAGE SIDE OF THE SEPARATION. THE SEPARATION SHALL EXTEND FULL HEIGHT TO THE UNDERSIDE OF THE ROOF SHEATHING. IF THE GARAGE CEILING IS USED AS PART OF THE RATED ASSEMBLY AND ROOF TRUSSES ARE INSTALLED, PROVIDE TWO LAYERS OF 1/2" TYPE W GYPSUM BOARD OR ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON RC -1 CHANNELS pSPACED AT 16"O.C. AND INSTALLED PER THE TRUSS MANUFACTURER'S SPECIFICATIONSI 11. OPENINGS IN THE RATED GARAGE CEILING ASSEMBLY SHALL BE PROTECTED BY A ONE-HOUR CONSTRUCTION 12. S � ALL B ARD SHALL NOT BE INSTALLED ON EXTERIOR SURFACES PER SECTION C� 2511.1,UBC - 13. W E YPSUM BOARD IS INSTALLED AS A BASE FOR TILE OR WALLS PANELS AT TUB, SHOWER OR WATER CLOSET COMPARf1� NT , Ll_ �, WATER-RESISTANT BACKING BOARD SHALL BE INSTALLED PER S CTION 2512, UBC/ 14. WATER-RESISTANT GYP7f�J3ACKING BOARD SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS: A. OVER A VAPOR RETARDER B. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM ROOMS OR GANG SHOWERS C. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12"O.C. A PERMANENT LANDING IS REQUIRED AT THE EXTERIOR SIDE OF ALL EXTERIOR DOORS 6� THE LANDING -MUST -BE -AS -WIDE AS THE DOOR AND EXTEND AT LEAST 36" OUT, PER f SECTf(5N 1'004.9, CBC 16. PREFABRICATED FIREPLACE SHOWN SHALL BE A FACTORY BUILT DIRECT VENT FIREPLACE. FIREPLACE AND CHIMNEY SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION REQUIREMENTS AND APPLICABLE LOCAL CODES OR ORDINANCES. GAS FIREPLACE TO RECI EVE ITS COMBUSTION AIR FROM EXTERIOR. VENT TO HAVE ITS BAFFLE PERMANENTLY AND MECHANICALLY SET IN THE OPEN POSITION. j 17. THE FIREPLACE CHIMNEY SHALL BE HORIZONTALLY FIRE BLOCKED AT THE FLOOR AND CEILING WITH A MINIMUM OF 3/4" PLYWOOD, 1/2" GYPSUM BOARD OR APPROVED n_ MANUFACTURED COLLAR 18. GLAZING -WITS 18" OF FLOOR AND WITHIN 24" OF DOOR SHALL BE TEMPERED PER ©�SECTION2406,GLAZING WIT 1N 60 IN AND TUB/SHOWER ENCLOSURES D PER SEC 101) 2406.4, UBC 19. PROVIDE A SMOOTH METAL DUCT FOR DRYER EXHAUST EXTENDING TO OUTSIDE W/ BACK DRAFT DAMPERPE 2R 001 C.M.C. SECTION 504 GENERAL NOTES 1. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP TO CONFORM TO THE EDITION OF THE CALIFORNIA BUILDING CODE USED AT THE TIME OF BUILDING PERMIT ISSUANCE. THIS ALSO APPLIES TO NEC, UPMC AND APPENDIXES THERETO. 2. ALL DIMENSION TO BE FIELD VERIFIED AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE THE ATTENTION OF THE DESIGNER AND OR ENGINEER, PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. THE GENERAL CONTRUCTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. 4. CONTRUCTOR SHALL VERIFY EASEMENTS (PUBLIC OR PRIVATE) FOR SEWER, WATER, ELECTRICAL, TELEPHONE, CABLE TV, AND GAS PRIOR TO STARTING CONSTRUCTION. 5. VERIFY ALL UTILITY DATA AND LOCATIONS PRIOR TO ANY WORK. ONSITE UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE AGENCY OR UTILITY COMPANY. 6. DRAWINGS MAY NOT ALWAYS BE TO SCALE. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS 7. DISCREPANCIES W THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND OR ENGINEER, PRIOR TO PROCEEDING WITH CONSTRUCTION 8. NOTES THROUGHOUT THIS SET OF PLANS SHALL APPLY TO ALL SHEETS, WHERE NOTE IS APPLICABLE 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS FOR CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL APPLY CALIFORNIA FIRE CODE REQUIREMENTS CFC -1 APPROVED NUMBERS OR ADDRESSES SHALL BE POSTED AND PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY AS PER CFC ARTICLE 901.4.4 CFC -2 DRIVEWAY WIDTHS FOR PRIVATE ROADS SHALL NOT BE LESS THEN 20" UNLESS APPROVED BY LOCAL FIRE DISTRICT AS PER CFC ARTICLE 902.2.2. 4 r 0,41 4 r - n oz t Title Date Sheet Scale µ' eta. -74 �sC a l e rt�-mita'e�J:'+5llALf`3YFt"fii'shsa w`r./�rtic-.:n.0 Mx,Y+f,.Y.;✓.Yat.x Y:YMiU34A.'^rr,Casiww•wn'raa:Yua� e.trt...-ipN'hro. nw'b..ex^:eye'.:s.sv..W:aMrovv.:rv�aaaanvNn�erwxrots,.ra.+.wxw�r.+...,n?.fa+3esa•��+.•e+.2Y•a�c. .w..a..w.�+•. i t i' f Tru-Bilt q, Construction & ®rafting Project g'L isV,,ax 0fa? "I le Title Date Sheet --I� Scale �, p .5�. 9 OF 9 �i 7, s 5 1'1� I'll -f-0 V,y D� S- �e t , i f� v t44 Cot J� —;'o- 14 It to I / � �z I '� � �r f lr' r' f �t � i o cern ----------- e-v g - C"� lve� ,r MA potA— Tru Bi It construction & Drafting Project Title 1 /ecly C /ex" b P/ Date Sheet:.. 5 -IS? Scale