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HomeMy WebLinkAboutB16-2828 000-000-000o Np REQUIRIENIEK70 • Stabilized entry: Provide minimum 3" to 6" Fractured rock 50' long x 15'wide by (o" deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properlS behind curb or sidewalks. • Rock bags (minimum 2 per side) at all drain inlet locations within 150'oF the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils in the Front yard areas within 15'oF the back of curb or sidewalk (Straw or erosion blankets may be used for this application) • Stabilize all slopes where erosion could occur and cause silt run oFF. (Straw, visqueen or erosion blankets may be used For this application) • All paint, Fuel, construction products etc. shall be stored in a covered location away From sidewalks and storm drain inlets. • Portable chemical toilets IF provided on the site must be kept off of streets and sidewalks and at least 50' From the nearest storm drain inlet. • All trash must be collected and stored properlS. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with anS rainfall or storm water runoff. • Provide a designated area For concrete washout. Hay bales lined with visqueen may be used For this application. Rollaway bins may also be used. All concrete washout systems shall be placed ofF of the paved streets. • AFter installation of the above Items is complete a maintenance program needs to be developed to insure the continued effectiveness of your 5MP's. 67R4W W477LE INB74LL47I ON G a 9" 022.9 c Q Ir1V 1L TIMI ILL JI M1 IIIV UMLU U11 SLOPE GRADIENT COMPACT EXCAVATED SOIL ON U UPSLOPE SIDE,f) W 25' 50' 9' 1, (22.(B cm) 00/ =0= IE 1. BEGIN AT THE LOCATION WHERE THE WATTLE IS TO BE INSTALLED BY EXCAVATING A QQ CDC 4 L E 1 I I = -40 1.011 2-3" (5-7.5 CM) DEEP X 9" (22.9 CM) WIDE TRENCH ALONG THE CONTOUR OF THE SLOPE. P/ EXCAVATED SOIL SHOULD BE PLACED UPSLOPE FROM THE ANCHOR TRENCH. ND 2. PLACE THE WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL SURFACE. / COMPACT SOIL FROM THE EXCAVATED TRENCH AGAINST THE WATTLE ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT. / 3. SECURE THE WATTLE WITH 18-24" (45.7-61 CM) STAKES EVERY 3-4'(0.9 -1.2 M) AND WITH A STAKE ON EACH END. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE LEAVING AT LEAST 2-3" (5-7.5 CM) OF STAKE EXTENDING ABOVE THE WATTLE. STAKES SHOULD BE DRIVEN PERPENDICULAR TO THE SLOPE FACE. 149 PROPERTY 191 V RESIDENCE LOCATION L�oC�G°Q�GoG�9 PROPERTY INFORMATION A.P.N. = 041-130 - 036 - 000 2521 WILLIAMS ROAD (3016 DURHAM-PENTZ HWY) OROVILLE, CA 95965 USE - AGRICULTURAL IMPORTANT FARMLAND - TYPE "G' flood zones "a" OF SEASONAL 4AGE OR ICS IN4L RESIDENCE 800 S.F. (SHADED AREA) REFI DENCE 4RE4 MAIN LEVEL EXISTING TO REMAIN 151 SQ.FT. MAIN LEVEL ADDITION -- 828 SQFT. MAIN LEVEL TOTAL - 919 SOFT. UPPER LEVEL ADDITION = 680 SQFT.L TOTAL RESIDENCE 1059 SQFT. NEW PORCH AREA 482 S.F. DN ESI �T INCA �TOR4C�E F3U I Lid INCA TO REMAIN UNCHANGED OOOO pC OF vWJ OO RK • REMODEL AND EXPANSION OF EXISTING RANCH HOUSE AT SOUTH SIDE OF EXISTING RANCH PROPERTY. • RELOCATE AND REPLACEMENT OF SEPTIC SYSTEM. C N Y • CONSTRUCTION TYPE - V-5 (UNLIMITED AREA / 3 STORIES / 40' HEIGHT) • OCCUPANCY GROUP - R-3 • OCCUPANT LOAD -- 1/200 -- 6 OCCUPANTS N EXIT REQ'D) • FIRE SPRINKLERS REQUIRED. PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 7 1 DATE r Q 11 -29 -fro PO -4 y C;ENER4L NOTES: 1. PROTECTIVE SLOPE GRADE AWAY FROM EXTERIOR WALL tv 5% MINIMUM 2. BACK FILL WITHIN 8" MIN OF SIDING. 3. CONC. FLATWORK TO BE FINISHED PER OWNERS REQMTS. 4. ALL WORK TO COMPLY WITH THE G.B.C, C.R.C., C,M.C., G.P.C., G.E.C., C.F.C., CA ENERGY CODE AND GA GREEN BUILDING STANDARDS CODE 2013 EDITIONS. OR ICS IN4L RESIDENCE 800 S.F. (SHADED AREA) REFI DENCE 4RE4 MAIN LEVEL EXISTING TO REMAIN 151 SQ.FT. MAIN LEVEL ADDITION -- 828 SQFT. MAIN LEVEL TOTAL - 919 SOFT. UPPER LEVEL ADDITION = 680 SQFT.L TOTAL RESIDENCE 1059 SQFT. NEW PORCH AREA 482 S.F. DN ESI �T INCA �TOR4C�E F3U I Lid INCA TO REMAIN UNCHANGED OOOO pC OF vWJ OO RK • REMODEL AND EXPANSION OF EXISTING RANCH HOUSE AT SOUTH SIDE OF EXISTING RANCH PROPERTY. • RELOCATE AND REPLACEMENT OF SEPTIC SYSTEM. C N Y • CONSTRUCTION TYPE - V-5 (UNLIMITED AREA / 3 STORIES / 40' HEIGHT) • OCCUPANCY GROUP - R-3 • OCCUPANT LOAD -- 1/200 -- 6 OCCUPANTS N EXIT REQ'D) • FIRE SPRINKLERS REQUIRED. PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 7 1 DATE r Q 11 -29 -fro PO -4 y u [p) [p) IR GF R___, 0 0 DR -2 �[L-1LQm EXISTING KITCHEN REMOVE EXISTING STRUCTURE 6CF4LE 1/4 1,-0 AS INDICATED L---------, I I II I I� I I� I it I iI ........—...... .......... ...... - . - — - - - � II Ij II II f1 II OVER BUILDING PAPER. II` ` H _ I I I _........ .......... --__.j C=---.._�......-- -- WOOD 2. I STOVE I +42" RAILING W/ L---� III W 2x6 STUDS e 16' O.G. W/ R-23 OPTIMA INSUL. Lill L_IVIN(-:; II II II II II II II II II II II I� PROVIDE ATTIC ACCESS PER C.R.G. SECTION 8801.1 EXISTING KITCHEN REMOVE EXISTING STRUCTURE 1 3/8' MIN. THK. GDX W/ AS INDICATED ...... ............ I; ........—...... .......... ...... - . - — - - - I� i OVER BUILDING PAPER. I 1, (o'-2' 9'-4" 2. EXTERIOR WALLS THIS LEVEL: +42" RAILING W/ LAVATORY FAUCETS MAX. = 1.5 GAL, PER MINUTE. 2x6 STUDS e 16' O.G. W/ R-23 OPTIMA INSUL. SHOWER HEADS = 2.0 G.P.M. 3. PROVIDE ATTIC ACCESS PER C.R.G. SECTION 8801.1 KITCHEN FAUCETS = 1.8 G.P.M. I i II 5PSt-1. 5 IIII III( l INSULATE HOT AND COLD WATER PIPES FIRST 5' FROM I, II I 1---- __... __.. ----------� -- .- _ _ _-- II li II _ i PICKETS -s 4 L===79 -� ITT: ALL SMALLER LUMBER TO BE DF02 OR BETTER KITCHEN TO BE INSULATED TO R-4. Illi UNLESS NOTED OTHERWISE. (E-) AT KITCHEN TO BE SAVED: 5. PROVIDE SAFETY GLAZING IN HAZARDOUS REMOVE (E) ROOF FRAMING FOR COVERED LOCATIONS PER G.R.G. 8308.4 NEW TRUSSES MAX. CLR. TYP. 6' r EXISTING FLOOR FRAMING TO IIII I I REMAIN. PROVIDE SHORING AS LOCATIONS REQUIRED PER C.R.G. SECTION 8102.3 AND 8103.4 REQUIRED FOR NEW FOUNDATION. A1. ,( I=O RC I -i '�. IN ACCORDANCE W/ G.R.G. 8311.1. PROVIDE SECTION 8312.1.2. (2) 3050 S.N. �I F uw.. l I ENERGY NOTES: "U' ( 4a rf EGRESS I. ALL GLAZING TO BE DBL. PANED W/ A OF ,32 OR.?r'-�' `; 2x(o RDWD. PROVIDE LESS AND SHGC = .25. I -TO FIRE SPRINKLER RISER. 2, 3. F.A.U. TO BE SE)% MIN. W/SETBACK THERMOSTAT. WATER HEATER TO HAVE MIN. ENERGY FACTOR OF .9 PERMIT 4 BUTTE COUNTY DEVELOPMENT SERVICES Illi REVIEWED FOR CODE COMPLIANCE Ii f II l =D) [M M (0) L U 7 U CD H SCALE 114111'-0" 11'-4' 16'-2" '01 (4) 11' T. T 3) &x(o (3) (oxo H.R. (2) (0xro C DN. r--(3) (oxo 1 3/8' MIN. THK. GDX W/ 8d 6 6" O.C. EDGES AND 12' O.C. FIELD PLUMBING NOTES: 1. MIXING VALVES TO BE PRESSURE BALANCE TYPE. OVER BUILDING PAPER. I'-10' 1, (o'-2' 9'-4" 2. EXTERIOR WALLS THIS LEVEL: +42" RAILING W/ LAVATORY FAUCETS MAX. = 1.5 GAL, PER MINUTE. 2x6 STUDS e 16' O.G. W/ R-23 OPTIMA INSUL. SHOWER HEADS = 2.0 G.P.M. 3. PROVIDE ATTIC ACCESS PER C.R.G. SECTION 8801.1 KITCHEN FAUCETS = 1.8 G.P.M. 4. INSULATE HOT AND COLD WATER PIPES FIRST 5' FROM 4. ALL fox AND LARGER LUMBER TO BE DF"I OR BETTER PICKETS -s 4 WATER HEATER AND 3�4' OR LARGER PIPING TO -� ALL SMALLER LUMBER TO BE DF02 OR BETTER KITCHEN TO BE INSULATED TO R-4. UNLESS NOTED OTHERWISE. 5. PROVIDE AN EXPANSION TANK ON BUILDING SIDE OF 5. PROVIDE SAFETY GLAZING IN HAZARDOUS WATER SYSTEM CHECK VALVE OR BACK-FLOW COVERED LOCATIONS PER G.R.G. 8308.4 MAX. CLR. TYP. 6' r PROVIDE WATER-RESISTANT GYPSUM BOARD AT } '. C�` `'' LOCATIONS REQUIRED PER C.R.G. SECTION 8102.3 AND 8103.4 A1. ,( I=O RC I -i '�. IN ACCORDANCE W/ G.R.G. 8311.1. PROVIDE SECTION 8312.1.2. (2) 3050 S.N. �I F STAIR GUARDRAILS PER C.R.C. 1 ENERGY NOTES: "U' ( 4a rf EGRESS I. ALL GLAZING TO BE DBL. PANED W/ A OF ,32 OR.?r'-�' `; 2x(o RDWD. PROVIDE LESS AND SHGC = .25. -TO FIRE SPRINKLER RISER. 2, 3. F.A.U. TO BE SE)% MIN. W/SETBACK THERMOSTAT. WATER HEATER TO HAVE MIN. ENERGY FACTOR OF .9 PERMIT 4 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE (2) 3050 S.H. � 1450 ' FXD. c!J TEMP. +18' BENCH W/ (2) rox(o iv STORAGE BELOW OFFICE / S'-0' CLG. cfJ A 1450 ell -' FXD. FAMILY � I � � ROOM 61 =1 4/8 B.P. `" S'-0' CLG. 0 `" —_---- +42' N N SBP CRIPPLE (2) 6x6 WALL ;t` 1/2 B. HALL '� 1 2030 S.H. 8'-0'- CLG. 2468 S'-0" CLG. +8'-0' — _ DINING SOFFIT S'-0' CLG. 3'-10' 2'-2" 3'-:' 6'-/0' 2'-10' 2'-8" S _0 m KNEE 30(08 FR.DR. t m H.R. SOFFIT ( I SPACE _1 N Q 6 STAIRS I�oR 1.5' EA. cn U 15T ID 10.5' EA. 0 c0 PROVIDE GYP. GYP. BD. KITCHEN TO ALL AREAS UNDER - u 9'-0' CLG. STAIRS Z 3 W. D. %ABV. D MW /HOOD m DISP. O w 3 3030 u w NEW LAUND. 30' S.H. ' O (E.) KITCHEN I FIRE ,-RANGE- ANGE 0 (E.) SINK (E.) CABINETS TO ``� RISER iv iv Z D O REMAIN:. , 8'-0' CLG. NEW MUD. COVERED e x w w w 1 RM. 12'-4' '� 2'-10' PORCH (3) �ox�o ' - 3008 (2) &x(0� 2x(0 RDWD. DECK'G. (E.) WDW. [UP (5) 1' R. (4) 11" T. 0. 15'-2"e EXISTING KITCHEN +42" RAILING W/ 10 PICKETS 9 4' MAX. CLR. TYP. O LIE O IR IF L O O O P L � H � f� SCALE 1/4" 1 (41N L V L EXISTING TO REM,41N 1E�1 SOPT. I. UPPER LEVEL ADDITION _ O SO- T. TOTAL = 10EPO.T. FLOOR PLAN NOTES I. TYPICAL EXTERIOR SHEATHING - 5/-' TYPE 'X" GYPSUM SHEATHING O/ 1 3/8' MIN. THK. GDX W/ 8d 6 6" O.C. EDGES AND 12' O.C. FIELD PLUMBING NOTES: 1. MIXING VALVES TO BE PRESSURE BALANCE TYPE. OVER BUILDING PAPER. 2. TOILETS TO USE 1.28 GAL. MAX. PER FLUSH. 2. EXTERIOR WALLS THIS LEVEL: 3. LAVATORY FAUCETS MAX. = 1.5 GAL, PER MINUTE. 2x6 STUDS e 16' O.G. W/ R-23 OPTIMA INSUL. SHOWER HEADS = 2.0 G.P.M. 3. PROVIDE ATTIC ACCESS PER C.R.G. SECTION 8801.1 KITCHEN FAUCETS = 1.8 G.P.M. 4. INSULATE HOT AND COLD WATER PIPES FIRST 5' FROM 4. ALL fox AND LARGER LUMBER TO BE DF"I OR BETTER WATER HEATER AND 3�4' OR LARGER PIPING TO ALL SMALLER LUMBER TO BE DF02 OR BETTER KITCHEN TO BE INSULATED TO R-4. UNLESS NOTED OTHERWISE. 5. PROVIDE AN EXPANSION TANK ON BUILDING SIDE OF 5. PROVIDE SAFETY GLAZING IN HAZARDOUS WATER SYSTEM CHECK VALVE OR BACK-FLOW LOCATIONS PER G.R.G. 8308.4 PREVENTER. t"�'� (o. PROVIDE WATER-RESISTANT GYPSUM BOARD AT } '. C�` `'' LOCATIONS REQUIRED PER C.R.G. SECTION 8102.3 AND 8103.4 A1. ,( STAIRS AND STAIR HANDRAIL TO BE BUILT '�. IN ACCORDANCE W/ G.R.G. 8311.1. PROVIDE SECTION 8312.1.2. �I F STAIR GUARDRAILS PER C.R.C. 1 ENERGY NOTES: "U' ( 4a rf WEATHERSTRIPPING A7 EXT. DOOR I. ALL GLAZING TO BE DBL. PANED W/ A OF ,32 OR.?r'-�' 8. PROVIDE LESS AND SHGC = .25. -TO FIRE SPRINKLER RISER. 2, 3. F.A.U. TO BE SE)% MIN. W/SETBACK THERMOSTAT. WATER HEATER TO HAVE MIN. ENERGY FACTOR OF .9 PERMIT 4 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE M1 "_TI -LAYER CLASS 'A' PHALT SHINGLE ROOFING [E J� IE L IE w Z� "T' u &CF4LE 11411 : 11- oil NYL FRAME, LOW -E GLAZED WINDOW '5/4-4 TRIM LAP SIDING W/ 4' CORNER :IM TO MATCH ORIGINAL SIDENCE 5/4-6 TRIM �RRUGATED OR V -CRIMP :TAL ROOFING TO MATCH RIGINAL RESIDENCE ;EE STYLE C;UTTER------------N TRIM 6 BM. 3L. (ox(o )RCH POSTS ' 2x6 RAILING W/ PICKETS m 4' x. CLR. FASCIA Y STACK STONE _L TO ENCLOSE )ER PORCH AREA F _.......... .... -_ 12 41 —1--*" FNZT0A1-mR7VTdH-mm1 SCALE 11411 = 11-011 T..r, 2x TC P CDP - TO REMAIN IE L IE W Q U U 0 H SCAB 1/411 11,011 P WZ�'T�OH = IN] 7 SC4LE 114111® IF. L IE W J� 7 H 0 H BUTTE COUNTY DEVELOPMENT SEPVICES REVIEWED FOR CODE COMPLIANCE DATE BY O INSTALL 12' FORTIFLASH SELF ADHESIVE © WIPE WINDOW FLANGE CLEAN AND HEAD FLASHING OVERLAPPING ENTIRE APPLY 6' WIDE FORTIFLASH SELF MOUNTING FLANGE AND JAMB FLASHINGS. ADHESIVE JAMB COVER APPLY FIRM PRESSURE FULL LENGTH TO FLASHINGS. EXTEND 3' MIN. ENSURE CONTINUOUS SEAL. BEYOND OPENING TOP AND BOTTOM, APPLY FIRM PRESSURE FULL LENGTH TO ENSURE A CONTINUOUS SEAL. — — — O APPLY 3/8' CONTINUOUS BEAD OF SEALANT TO INSIDE AND INSTALL WINDOW ACCORDING TO MANUFACTURER'S INSTRUCTIONS. FILL ALL NAIL AND PREPUNCHED I 1 I HOLES IN THE FLANGE WITH SEALANT INSTALL V MOISTOP-PF BASE I JAMB FLASHINGS LONG ENOUGH I TO EXTEND BEYOND SILL Lu ff FLASHING ALREADY IN PLACE AND 6' MIN. ABOVE WHERE HEAD 10. FLASHING WILL INTERSECT. O3 INSTALL FORTIFLASH SILL WRAP AT OPENING STARTING FLUSH WITH INSIDE FACE OF FRAMING AND EXTENDING DOWN OUTSIDE FACE OF WALL 3' MIN. ILIq _j Q � � Q W u- 20 INSTALL MOISTOP CORNER ! SHIELDS AT BOTTOM CORNERS. p SET TOP EDGE IN 3/8' BED OF � MOISTOP SEALANT. ATTACH WITH 0 7APPLY NAILS ON FACE ONLY. DO NOT w uj ITEMS IN NUMERICAL NAIL HORIZONTALLY. TRIM INSIDE Q Q NCE SHOW. FLUSH WITH FRAMING w� Z O INSTALL 9' MOISTOP-PF BASE SILL FLASHING WITH TOP EDGE FLUSH ALONG THE BOTTOM OF THE ROUGH OPENING. EXTEND IS' BEYOND OPENING EACH SIDE. ATTACH WITH ROOFING NAILS ALONG TOP EDGE AT OPENING ONLY. DO NOT ATTACH BOTTOM OR JAMB EXTENSIONS SO THAT THE WALL WEATHER RESISTIVE BARRIER PAPER MAY BE INSTALLED UNDERNEATH IN WEATHER -BOARD FASHION LATER Typ. Wall Opening Flashing INTERMEDIATE POST SEE STRUCT. DETAILS 4' MAX. CLR. DECK SURFACE X (Y ALL DECK RAILING MEMBERS TO BE 1'* METAL TUBING U.N.O. LEVEL SURFACE Z 43/8' MAX. zo O 01 CLR. Z ;T co Com' MAX. STAIRS DIA. R Z U M [I`�J Ca DD CS MM L SEE STRUCT. DETAILS SCALE N.T.S. FOR ATTACHMENT 41/2' MAX. 311/2' MIN. a F 11/2 CLR. 11/4' MIN. 2"0 MAX. Z I 0'E tm, IN. r F X 9/16" I 3/'M IN. 11/4' MAX. m CO RAD. MAX. ■ NA PROVIDE FIRE RESISTANT ROOFING PAPER PLYWD. a ALL OVERHANGS PER IR321.1.5. MIN. METAL CLOSURE RATED FIRE :INC AMINAL HARDIE FIBER IA CEMENT SMOOTH SOFFIT MATERIAL PORCH BEAM �mC�m CELaMCE DD ME7ZQ0 L E N.T.S. SEE ALSO STRUCT. DETAILS BUILDING ENVELOPE INSULATION AND VENTILATION. NOTE: THERMAL ENVELOPE TO BE TESTED NOT TO EXCEED AN AIR LEAKAGE RATE AS SPECIFIED IN TITLE 24 REPORT CRAWL SPACE: • ACCESS TO BE INSULATED TO MATCH ADJACENT VALUE. • PROVIDE WEATHERSTRIPPING AT ACCESS PANEL. INSULATION: • HOT WATER PLUMBING - R-3 MIN. U.N.O. • DUCTING - R-8 AND SEALED AT SEAMS AND JOINTS ATTIC: • ACCESS TO BE INSULATED TO MATCH ADJACENT VALUE. • ACCESS PANEL TO HAVE WEATHERSTRIPPING. • BAFFLE LOOSE INSULATION AT ACCESS AS REQ'D. MISCELLANEOUS: • PROVIDE MANUAL OVERRIDE SWITCH AT CIRCULATION PUMPS. • ALL THERMOSTATS TO BE PROGRAMMABLE. • AN AIR BARRIER SHALL BE INSTALLED AT ENTIRE BUILDING ENVELOPE (SEAL AT ALL BREAKS AND PENETRATIONS). • GAP BETWEEN FRAMING AND FINISH MATERIALS TO BE SEALED. • FIREPLACES SHALL HAVE GASKETED DOORS. • FLOOR REGISTERS TO BE SEALED TO SUB -FLOOR. • ALL ENVELOPE PENETRATIONS (LIGHTS, PLUMBING, ETC.) TO BE SEALED. • ALL ELECTRICAL AND PLUMBING AT EXTERIOR WALL TO T F • PROVIDE 'RADIANT BARRIER' ON=VEfRTICALSURFACES AND GABLE END WALL rj I1 d a IE c 7 d (3 H Z� Z� a -r • GABLE END VENTS TO HAVE METAL WIRE MESH W/ 1/l(0' MIN. / 1/8' MAX. SPACING FOUNDATION VENTS TO HAVE METAL WIRE MESH W/ 1/1(o' MIN. / 1/8' MAX. SPACING • VALLEY FLASHING TO BE 2(o GA. MIN. O/ 12" MINERAL ROLLED ROOFING TO PROTECT DECKING • ALL GUTTERS SHALL BE NONCOMBUSTIBLE AND HAVE AN APPROVED MEANS TO PREVENT THE ACCUMULATION OF LEAVES. • WINDOWS = EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS, a GLAZED > OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATING -GLASS UNITS W/ DUAL > GLAZING, OR A MINIMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR > HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES, WHEN TESTED ACCORDING TO ASTM E 2010, OR CONFORM TO THE > PERFORMANCE REQUIREMENTS OF SFM 12-1A-2. > EXTERIOR DOORS = EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE REQUIREMENTS OF STANDARD SFM 12-1A-1 OR SHALL BE > APPROVED NONCOMBUSTIBLE CONSTRUCTION, OR SOLID CORE WOOD HAVING > STILES 4 RAILS NOT LESS THAN 1-3/4' THICK w/ INTERIOR FIELD PANEL > THICKNESS NO LESS THAN 1-1/4' THICK, OR SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO ASTM E > 2014. BUILDING SECTION Y NOTES O TYPICAL ROOF/ CEILING • ROOFING MATERIAL - SEE EXT. ELEV. - • 1 LAYER 15" FELT O EXTERIOR DECK o SHEATHING -SEE STRUCT. • R-49 BATT INSUL. 0 2x�o REDWOOD DECKING • TRUSSES -SEE STRUCT. o DECK JOISTS - SEE STRUCT • 5/8' GYP. BD. NOTES: Z�L oPROVIDE ATTIC VENTILATION AS REQ'D. BY Vj ICAL SOFFITC.R.C. SECTION 8806.1 AND R80ro.2 ARDIE FIBER CEMENT SMOOTHOFFIT MATERIALO TYPICAL EXTERIOR WALL ICAL INTERIOR WALLo2' BEVEL LAP SIDING TO MATCH ORIGINAL RESIDENCE o 5/8' TYPE 'X' GYPSUM SHEATHING (CRC 8327.1) 0'/2' GYP. BD. o EXT. SHEAR - SEE STRUCT, o 2x4 STUDS tv I(o" O.G. (W/ BATT INSUL oRADIANT BARRIER PER CF -1R. AT PLUMBING WALLS a 2x FIRE BLKG. * 2xro STUDS o I(o' O.C. (2x4 m GARAGE) W/ R-21 OPTIMA INSUL. -6 10' -0" -MAX.) (W/ 2x FIRE BLK'G. IT +10'-0' MAX.) o 1/2' GYP. BD. 1/2' :YP. BD. OINSULATED r r� WINDOW W/ INSULATED GLAZING NOT SHOWN O ==TN�OTE: FINISH GRADE SLOPE A m MINIMUM OF 5% AWAY FROM BUILDING Z AT ALL AREAS, TVP. SECTION / ELEVATION I. 3/8' MAX. VARIATION F LANDING IN TREAD / RISER �p Q PERMIT# MEASUREMENT (L TYPICAL FOUNDATION REVIEWED FOR O COoE COMPLIANCE 2. ALT. H.R. PERIMETER o WATERPROOFING BY CONTRACTOR o G.M.U. O/ GONG. STEMWALL O/ CONT. FTG. (TYP. U.N.O.) TO 4' TO 0/4' UhT�_�,_ By - ---- 50TTOM OF FOOTING MIN. I' -(o' BELOW FIN. GRADE. PAINT EXPOSED 3(0' MIN. 872RAR STEMWALL TO MATCH EXTERIOR. CLR. SCALE N.T.S. G.R.C. SECTION R311.1. PLAN ■ NA PROVIDE FIRE RESISTANT ROOFING PAPER PLYWD. a ALL OVERHANGS PER IR321.1.5. MIN. METAL CLOSURE RATED FIRE :INC AMINAL HARDIE FIBER IA CEMENT SMOOTH SOFFIT MATERIAL PORCH BEAM �mC�m CELaMCE DD ME7ZQ0 L E N.T.S. SEE ALSO STRUCT. DETAILS BUILDING ENVELOPE INSULATION AND VENTILATION. NOTE: THERMAL ENVELOPE TO BE TESTED NOT TO EXCEED AN AIR LEAKAGE RATE AS SPECIFIED IN TITLE 24 REPORT CRAWL SPACE: • ACCESS TO BE INSULATED TO MATCH ADJACENT VALUE. • PROVIDE WEATHERSTRIPPING AT ACCESS PANEL. INSULATION: • HOT WATER PLUMBING - R-3 MIN. U.N.O. • DUCTING - R-8 AND SEALED AT SEAMS AND JOINTS ATTIC: • ACCESS TO BE INSULATED TO MATCH ADJACENT VALUE. • ACCESS PANEL TO HAVE WEATHERSTRIPPING. • BAFFLE LOOSE INSULATION AT ACCESS AS REQ'D. MISCELLANEOUS: • PROVIDE MANUAL OVERRIDE SWITCH AT CIRCULATION PUMPS. • ALL THERMOSTATS TO BE PROGRAMMABLE. • AN AIR BARRIER SHALL BE INSTALLED AT ENTIRE BUILDING ENVELOPE (SEAL AT ALL BREAKS AND PENETRATIONS). • GAP BETWEEN FRAMING AND FINISH MATERIALS TO BE SEALED. • FIREPLACES SHALL HAVE GASKETED DOORS. • FLOOR REGISTERS TO BE SEALED TO SUB -FLOOR. • ALL ENVELOPE PENETRATIONS (LIGHTS, PLUMBING, ETC.) TO BE SEALED. • ALL ELECTRICAL AND PLUMBING AT EXTERIOR WALL TO T F • PROVIDE 'RADIANT BARRIER' ON=VEfRTICALSURFACES AND GABLE END WALL rj I1 d a IE c 7 d (3 H Z� Z� a -r • GABLE END VENTS TO HAVE METAL WIRE MESH W/ 1/l(0' MIN. / 1/8' MAX. SPACING FOUNDATION VENTS TO HAVE METAL WIRE MESH W/ 1/1(o' MIN. / 1/8' MAX. SPACING • VALLEY FLASHING TO BE 2(o GA. MIN. O/ 12" MINERAL ROLLED ROOFING TO PROTECT DECKING • ALL GUTTERS SHALL BE NONCOMBUSTIBLE AND HAVE AN APPROVED MEANS TO PREVENT THE ACCUMULATION OF LEAVES. • WINDOWS = EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS, a GLAZED > OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATING -GLASS UNITS W/ DUAL > GLAZING, OR A MINIMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR > HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES, WHEN TESTED ACCORDING TO ASTM E 2010, OR CONFORM TO THE > PERFORMANCE REQUIREMENTS OF SFM 12-1A-2. > EXTERIOR DOORS = EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE REQUIREMENTS OF STANDARD SFM 12-1A-1 OR SHALL BE > APPROVED NONCOMBUSTIBLE CONSTRUCTION, OR SOLID CORE WOOD HAVING > STILES 4 RAILS NOT LESS THAN 1-3/4' THICK w/ INTERIOR FIELD PANEL > THICKNESS NO LESS THAN 1-1/4' THICK, OR SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO ASTM E > 2014. BUILDING SECTION Y NOTES O TYPICAL ROOF/ CEILING • ROOFING MATERIAL - SEE EXT. ELEV. - • 1 LAYER 15" FELT O EXTERIOR DECK o SHEATHING -SEE STRUCT. • R-49 BATT INSUL. 0 2x�o REDWOOD DECKING • TRUSSES -SEE STRUCT. o DECK JOISTS - SEE STRUCT • 5/8' GYP. BD. NOTES: Z�L oPROVIDE ATTIC VENTILATION AS REQ'D. BY Vj ICAL SOFFITC.R.C. SECTION 8806.1 AND R80ro.2 ARDIE FIBER CEMENT SMOOTHOFFIT MATERIALO TYPICAL EXTERIOR WALL ICAL INTERIOR WALLo2' BEVEL LAP SIDING TO MATCH ORIGINAL RESIDENCE o 5/8' TYPE 'X' GYPSUM SHEATHING (CRC 8327.1) 0'/2' GYP. BD. o EXT. SHEAR - SEE STRUCT, o 2x4 STUDS tv I(o" O.G. (W/ BATT INSUL oRADIANT BARRIER PER CF -1R. AT PLUMBING WALLS a 2x FIRE BLKG. * 2xro STUDS o I(o' O.C. (2x4 m GARAGE) W/ R-21 OPTIMA INSUL. -6 10' -0" -MAX.) (W/ 2x FIRE BLK'G. IT +10'-0' MAX.) o 1/2' GYP. BD. 1/2' :YP. BD. OINSULATED EXTERIOR DOOR. O WINDOW W/ INSULATED GLAZING NOT SHOWN O TYPICAL FLOOR1� FINISH GRADE SLOPE A MINIMUM OF 5% AWAY FROM BUILDING o FLOOR FINISH AT ALL AREAS, TVP. o SHEATHING - SEE STRUCT. o FLOOR JOISTS - SEE STRUCT. o R-19 BATT INSUL. PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES TYPICAL FOUNDATION REVIEWED FOR 5 G COoE COMPLIANCE o WATERPROOFING BY CONTRACTOR o G.M.U. O/ GONG. STEMWALL O/ CONT. FTG. (TYP. U.N.O.) UhT�_�,_ By - ---- 50TTOM OF FOOTING MIN. I' -(o' BELOW FIN. GRADE. PAINT EXPOSED STEMWALL TO MATCH EXTERIOR. ® ®' ;® . _ - ------------- _ ..... .... ...... . ..... . _._... ...... ....... ....-- j .. . . . ........... . . .............................................. O WP hJ WP WP PROVIDE 5/a' PLYWD. —._ I - COVERED i SHTH'G. ,s MECH. I POizCN PLATFORM WP ' GF LIGHT AND OUTLET- - ..........� .......__ _r . I I I _. WITHIN 30' OF ; MECH. APPL. Lo ' E --- I i i x OFFICE TRUSS WEB M. 5DR1"f~� I 22 x30 ATTIC TYP. ACCESS. i MECH. SPACE IN I O o I /� I FAMILI' I TRUSS BY MFG 1/2'0 PRIMARY Il - i J , DRAIN TO TOILET l ;; II; pl LL O ROOM VENT / DRAIN I ..._...... _1- - ..._._—,1 / m Q i %1 1t. ... . .... ILL PROVIDE e PLYWD. _ { I — I . SHTH'G. m MECH. w — I — — — — - — — — — _ .__._.... ..._ PLATFORM QU OVERFLOW PAN W/ r 10'� I/ >- 3' TALL 1ptES�� I C. �— O 22 x30 . ATTIC cn m ACCESS. = tO i/ CM ffJ� Qi AND. -- ---- -- cm FAL. , F- ��v � � i S'x14' DUCT IN I � SECONDARY I II i CEILING TYP. ) UP DINING 1 i 2 I I SUP LY DRAIN TO EXT. ; � � i �� � � - ----- I I SET 11/2 ABV. 1 DN. ;rQ UNI I (4 — i ALL KITCHEN OVERFLOW PAN W/ 1/2'0 PRIMARY , I # I -- ----- 2 BTM. OF PAN. I 1 BDRM. 2 — — — — — — — — — — OUTLETS TO BE 3' TALL SIDES DRAIN TO TOILET - -- - .1 1_ _ _ - — I 200A METER, GFGI VENT / DRAIN L SERVICE AND MAIN DISCONNECT Q I I ---------------- ' I I p ( WP Fi f II P ' O SCALE N.T.S. - +42 GFI _ __ iGITCNEN / TYP. W D. Q =FOR m - COVEREDpQ --_...�....3 �..—'— _.._..__ _..__�_..o o fm0000 X0000 FIRE E' - — PO0 0 0 0O LAUNDiZ1' ISE[O�� , 1 0 II WP KE�... ......._.......____...--.._ _ _.__._..._ _...._.......... . .. ......... DO � NEW MUD-— �( GFS WP 1UP GENERAL NOTES. 1. COORDINATE ALL HANGING FIXTURES W/ OWNER. - rl PT -- -- 2. LOCATION(S) OF COLD AIR RETURN TO BE VERIFIED W/ OWNER. RHEEM 50 GAL. ELECT. HEAT UF' PUMP WATER HEATER W/ SEISMIC 3. OUTLETS FOR ENTERTAINMENT CENTERS TO BE ON SEPARATE PROVIDE 220V MIT -SU CIRCUITS FROM EACH OTHER. ANCHORAGE AND PROVIDE SHITTY PAN TO EXT. W/ DRAIN CONNECT AND 4. IF RECESSED CAN LIGHTS CONFLICT W/ FRAMING LAYOUT TO EXT. DISCONNECT FOR W.H. --- VERIFY ADJUSTMENT WITH OWNER. 5. ALL RECESSED LIGHTING FIXTURES TO BE IC RATED AND LABELED FOR MAX. AIR LEAKAGE AND SEALED TO CEILING TITLE 24 LIGHTING DESIGN GUIDE W/ GASKET OR CAULKING. KITCHEN: HIGH -EFFICIENCY OR UP TO 50% OF THE TOTAL VERIFY POWER AND 6. CONTRACTOR TO PROVIDE FOR CARBON MONOXIDE WATTAGE CAN BE LOW -EFFICIENCY. ALL DETECTION AS REQ'D. BY OWNER OR GOVERNING HIGH -EFFICIENCY AND LOW -EFFICIENCY LIGHTING MUST BE CONTROLLED SEPARATELY. AGENCIES AND AS PER MANUF'S. RECOMMENDATIONS. BATHROOM: NIGH EFFICIENCY OR MANUAL -ON OCCUPANCY SENSOR 1. PROVIDE A LISTED COMBINATION AFCI AT ALL 120V SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS INSTALLED IN O GARAGE: NIGH EFFICIENCY AND MANUAL -ON OCCUPANCY SENSOR DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, LAUNDRY ROOM: HIGH EFFICIENCY AND MANUAL -ON OCCUPANCY SENSOR LIBRARIES, DENS, BEDROOMS, SUNROOMS, CLOSETS, HALLWAYS ON OCCUPANCY SENSOR OR SIMILAR ROOMS. UTILITY ROOM: HIGH EFFICIENCY AND MANUAL - 8. ELECTRIC OUTLET BOXES LOCATED IN FLOORS SHALL BE ALL OTHER INTERIOR ROOMS (EG. LIvING ROOM, DINING ROOM, BEDROOMS, HALLWAYS, ATTICS, AND CLOSETS GREATER THAN -10 SF): LISTED FOR INFLOOR INSTALLATION. HIGH EFFICIENCY OR MANUAL -ON OCCUPANCY SENSOR 9. CEILING FAN/LIGHT OUTLET BOXES SHALL BE RATED FOR OR DIMMER WEIGHT OF FAN / LIGHT.OUTDOOR LIGHTING ATTACHED TO BUILDINGS: I I NCY OR CONTROLLED BY MOTION SENSOR D ISCONNECT REQUIREMENTS W/ MFGR. HEATING SYSTEM: DUCTLESS MINI -SPLIT BY MITSUBISHI OUTDOOR PUMP - MXZ-S54 UPPER LEVEL: PROVIDE HORIZONTAL DUCTED UNIT PLACED IN ATTIC SPACE. VERIFY DUCT DIA. WITH HVAC CONTRACTOR. LOWER LEVEL: CEILING RECESSED UNITS IN EACH ROOM. 10, PROVIDE SEPARATE 20A CIRCUIT FOR BATHROOM HIGH EFF c 1 - RECEPTACLES. RECEPTACLES. NO OTHER OUTLETS EXCEPT THE WITH PHOTOCONTROL. O 0 D O LJ O �N\J. o[F=GO 0000 00 00 LO A THE OUTLETS IN ONE � � O O O CIRCUIT MAY SERVE ALL E O O BATHROOM. 11. ISLAND AND PENINSULAR RECEPTACLES TO BE MOUNTED NO MORE THAN 20' ABOVE OR 12' BELOW COUNTERTOP. L 14 RECEPTACLES NOT TO BE MOUNTED FACE UP IN COUNTERTOPS. WALL MOUNTED 12. PROVIDE FAN RATED CEILING FIXTURE BOX AT ALL CEILING Fol RECESSED LED LIGHT 0 FIXTURE SURFACE MOUNTED FIXTURES. SMOKE DETECTOR INTERWIRE AND WALL SWITCH - +52' U.N.D. 13. CENTRAL HEATING EQUIPMENT REQUIRES DEDICATED CIRCUIT. ® PROVIDE BATTERY BACKUP 1. �MD 14. PROVIDE SEPARATE 20A CIRCUIT FOR LAUNDRY EQUIPMENT ® EXHAUST FAN DUPLEX OUTLET (+12" U.N.O.) n RECEPTACLES. 1/2 SWITCHED DUPLEX OUTLET ± r ge HOUSE VENTILATION REQUIREMENT V COUNTER SMALL APPL. BRANCH CIRCUIT GAS CONNECTION �UHOLE E 15. PROVIDE MIN. 2 AB VENT REQMT. PER GFIR CALCULATIONS IN KITCHEN W/ NO LIGHTS OR OTHER O HEAT REGISTER RECEPTACLE OUTLETSH.R. CIRCUIT. O DUPLEX FLOOR OUTLET BROAN MODEL Z5110 CONT. WHOLE OUTLETS ONSAME R 1 --i- NON -FREEZE HOSE BIBB HOUSE VENTILATION FAN. t r Iro. PROVIDE TAMPER RESISTANT OUTLETS AT ALL 15A AND 20A RECESSED LED LIGHT /FAN COMBO OUTLETS CEILING FAN - W/ LED LIGHTING _ INC TERMINATION FOR THE IN SURFACE MOUNTED 1 OVIDE AN INTERSYSTEM BOND R CEILING R '�"<,',,,� `•.�'7,^,t 0�.-", '���� 1. PR CONNECTING INTERSYSTEM BONDING CONDUCTORS REQUIRED LED FIXTURE �p FLUORESCENT FOR THE OTHER SYSTEMS AND SHALL BE PROVIDED EXTERNAL BATH BAR LIGHT TO THE ENCLOSURE AT THE SERVICE OR METERING EQUIPMENT. C.M. COMBINATION SMOKE AND 18. BATHROOM FANS TO COMPLY WITH CGBC 4.500. PROVIDE WITH AN ADJUSTABILITY ® CARBON MONOXIDE ALARM CEILING RECESSED HEATING / COOLING HUMIDITY CONTROL (HUMIDISTAT) PER G.R.C. 315.3 E 315.1-1.2 RANGE OF 50%o TO 80io RELATIVE HUMIDITY. UNIT TO COMPLY WITH UL2034 UNIT PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE rr DATE—„ 3Q —42 BY U a�ppo V 0 A A 0 MJ, C=g o 0 QC= C� C5 QE 2-20-11 1. O� - O O� OO� no Qo O0 Q no O Q no o �J O O ll\1 LJ 00, o a LJ vU Oa o a 11-29-1� CANT. '-6' 12'-8" 11'-4" 1'-Iol" 11'-4' -4' (o' -ll" -4" (0'-9" -4' (0'-9" -4" ol 10 (o x(o (o x(o (ox(o 6x6 ABU(o(o AB Q (o(o ABU(o(o ABU(o(o NN % F6x(o I ® ® - ABU(o(o Q ABU(o(o �T� i�T�- 6, 5 TYP. 4x8 602 `n I 6x6 ��� ♦ --- x ■, �.. � . � ` ISL H-11 o H-11 ■ ABU(o(o vb ♦ ■ �� -- ----- —— -_ — HUC48; ! _ �) ATYP. LS5(d TYP. HALIGN�4-11 i1 1 -- -- --- -- I LS1(d EA. SIDE ■i I----� _ PKT. INTO WALL 6x6 - - -- -I. _ --- II_ I.. _ ABU(o(o 1� A A3.1 4 -T -1 �- - I -- 6D2 -I - _1 I- - II- I (2) 2x6 2x6 DF02 w 1(o' O.C. H-12 IS)ALIGN 1 I4x6 6 o I- 2 I — --- _ I- I ! L SD2 I !i DBL__JST. I I I LU624 HUC48 # 8 1 /a - -- - _ a1 TYP. cv I !-- _ TYP. I, 3 3 I I I 2x6 LEDGER SD2 - - - TYP. 1 - - ---I - �- W/ ( 1) '/4'X31/2" a 1 24" SQ. CRAWL 16 (2) 2x6 I I I H-11 ■ SDS 6 16' O.C. ` 20 4 BARE SPACE ACCESS _ COPPER WIRE I D 1 LIFER GROUND -- -_ _ - -=1 _� - I - SD2 TIED TO FOUND. 4- 4x4 RE INF. Q I PBS I-4x(o L I �� - i - (ox6 ALIGN —>� � H-12 1 L----- - -----) -- I I ABU(o(o -- -- _ - - (o x(o i Q I P.T. 4x4 I I PROVIDE 1 fi H-11 ._ I LCE4_ %9■ LEDGER AN 24' SQ. 1 w I 1 -- - = HERS. FOR-7— D2 OR -=�, --ACCESS I -I I SUL48 ■ w� I I m I (E.)'JSTS: If I THRU i -K 1 STEMWALL— �z 1 � 4x4 � f t--- � 1 z 4 -j =I -- r 4 - _ -:-A CE --� - _ I -- - --- - - -Z--- - S x� �� r ■ ■ P T: 4x4 r 6x6 O I I LCE4 ABU6(o <t LL L---- ----------- v UP c!J ALIGN NEW FLR. m NEW FOUNDATION BM. S BREAK IN ro x6 AND STEMWALL (E.) FLR. JSTS. UNDER (E.) FLOOR L_ 6x6 FRAMING ABU(o(o '-4" 14'-1(d" 10, EXISTING KITCHEN FLOOR FRAMING TO REMAIN �QO� w IM D= F 0 U H [D) O l NOMINAL MEMBER. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. _ � T ,4 B p (o x(o (o x(o c� G�iJv LaOC�] L MEWCF= L E)CALM 11411 : 11-011 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DAT BY TYPICAL LEGEND SEE SHEET 6D-1 FOR ADDITIONAL NOTES AND SCHEDULES ■ �■ WOOD HEADER/BEAM PRE MANUFACTURED TRUSSES ROOF RAFTERS/FLOOR JOIST A{ TYPICAL WALL w/ SHEARPLY • AND HOLDOWNS. ,,�• a H-12 V 48 ANCHOR BOLT SPACING, 48' o/c TYP. -� -- -�''' QFrssloN4 ® INTERIOR BEARING WALLN�F�'yG� v No. C 66452 J FEB 2 2017 FILM®® F: 41 lNcx ® GONG. FOOTINGS I(o'x8' w/ 2-04 REBAR CONT., TYP. FOOTING SHALL BE A 34" T4G PLYWOOD APA RATED STURD-I-FLOOR - 48/24 MIN. OF 1'-6' BELOW FINISHED GRADE. w/ Imd 6 6' O.C. BOUNDARY, EDGES, 4 DRAG STRUTS w/ 10d tv 10' O.G. FIELD - GLUE 4 NAIL THROUGHOUT, TYP. (o" G.M.U.. FOUNDATION WALL w/ 1-04 TOP 4 04 VERT. 6 32' O.G. GROUT SOLID TYP. U.N.O. PROVIDE 5/a'o X ION AB'S e 48' O.G. TO 2X6 P.T. PROVIDE INSULATION 6 RIM JOISTS 4 FLOOR. SILL U.N.O. IN SHEAR WALL PLAN. INSULATE ALL PIPES 4 DUCTWORK. ALL SLABS TO BE 4' THICK CONCRETE w/ &X(o 10/10 WELDED WIRE FABRIC REINFORCING PROVIDE SOLID BLKG. UP TO SUB -FLOOR, AS PLACED OVER 4" TYPE -11 BASE COMPACTED TO c35% ON REQUIRED, TO SUPPORT POSTS ABOVE. COMPACTED NATIVE SOIL, IF SUITABLE. ALL FRAMING HARDWARE SHALL BE 'SIMPSON'. INSTALL FOR 2X SILL PLATE, USE 5/a'o X ION A.B. FOR 3X OR DOUBLE PER MANUF, REQUIREMENTS. SILL PLATE, USE 5/a"40 X 12' A.B. EXTEND SILL BOLTS 1" INTO MAXIMUM SPACING SHALL BE 4'-' FOUNDATION MINIMUM; (d ALL EXTERIOR WALLS SHALL BE CONSIDERED O.G. WITH MINIMUM (2) BOLTS IN EACH SILL BOARD. BOLTS SHEARWALLS NAILED AS TYPE '(o' WALLS U.N.O. (SEE SHALL BE LOCATED NOT MORE THAN (12) NOR LESS THAN SHEARWALL SCHEDULE). (1) BOLT DIAMETERS FROM EACH END OF SILL PIECE. MINIMUM 3'X3'XY4" THICK PLATE WASHERS SHALL BE INSTALLED ON EACH SILL BOLT. /� C P4LUL 6®® 4CS VENT I L47 I0N SILL PLATE: USE TIMBERSTRAND LSL TREATED WITH ZINC BORATE OR 1/1500 SQ.FT. - REQUIRED W/ VAPOR BARRIER PRESSURE TREATED DOUGLAS FIR MUDSILL. SEE SHEARWALL SCHEDULE FOR IMPORTANT INFORMATION &x14 STD. VENT = .58 SQ.FT. REGARDING SILL PLATES. FOR ALL SILL PLATES NOTED, REQUIRED = 9-19 S.F. (CRAWL SPACE AREA) / 1500 = 0.65 S.F. USE 2X WALL WIDTH WOOD SILL. ALL SHEAR WALLS, EXCEPT TYPE '(o" AND '4', REQUIRE FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM MIN. 2 TOTAL VENTS REQUIRED / 8 PROVIDED ABUTTING PANELS TO BE NOT LESS THAN A SINGLE 3' l NOMINAL MEMBER. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. _ � T ,4 B p (o x(o (o x(o c� G�iJv LaOC�] L MEWCF= L E)CALM 11411 : 11-011 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DAT BY TYPICAL LEGEND SEE SHEET 6D-1 FOR ADDITIONAL NOTES AND SCHEDULES ■ �■ WOOD HEADER/BEAM PRE MANUFACTURED TRUSSES ROOF RAFTERS/FLOOR JOIST A{ TYPICAL WALL w/ SHEARPLY • AND HOLDOWNS. ,,�• a H-12 V 48 ANCHOR BOLT SPACING, 48' o/c TYP. -� -- -�''' QFrssloN4 ® INTERIOR BEARING WALLN�F�'yG� v No. C 66452 J FEB 2 2017 6x8 BE 10 y II 21 - - - _- = MSTC28 16 5D2 SD2 SD4 TYP. GABLE I I B - i I SD3 DRAG TRUSS c!J BG 6x8 _ 6X8 6x8 V = 3.5K x - - - ■ - 1 T_ ,..� -r �,.., ■ ,- - -� �9 111 1' 1f ' �I---+=— — �I w V I _ I 11'1 I II ' ' I -q II I I u - II I VI SD3 II qI ql q wl I qI I , ' I , III 8111 QI I JU ��A-- A3.1 III I Q, i I q1 I I I I 1 r I A Q ( I I x ' I II x ATTIC It - 24' 0 R24'O , --1 I I , I 1 I III L I III I� I I , ' ' I I if PULL DOWN I 1 --i ATTIC ACCESS LADDER I cp I —L---- � Fr_ — I I I x 20 I I- I � I SUPPLY SD4 I .III I Y 1 , I 1 I I I I I I I I I I UNIT I 1 x ( I II 1 1 1 6x8 — 6x8 J L — �— 16X8 — — — — I I (Ox8 I II —rtf "� ■ ""E --I-- ' --1-- --�� —� \4a S SD3 u [p) [p) [E R G3(3 OO F L R z°Q M �HQ"M' [P) L ZaG�] F SC?4LS 1/411 ® 11-011 A B D — - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - — 30' PERF. UG� [FIR Z�RaoH FCE G3 L [E W IE L Z[H-11 p L ZR� m Z��G3G`9 C� U= L P L /� H [E &S4LE 1/411 e 11_011 4TTIC VENT I L i 10N - UPPER ATTIC SPACE EAVE VENTS 3.5'x22' AT 5 BAYS = 1.40 S.F. O'HAGIN ROOF VENTS (2) = 1.20 S.F. TOTAL VENT AREA PROVIDED 2.60 S.F. REQUIRED = 125 SF./ 300 = 2.42 S.F. mO'HAGIN FIRE/ICE ATTIC VENT TYP. O'HAGIN ROOF VENTS 6 0.60 NFVA EA.. VULCAN VE3522 = NFVA = 41 S.I. (0.28 S.F.) TYFIC,AL LEGEND SEE SHEET SD -I FOR ADDITIONAL I NOTES AND SCHEDULES I ■ WOOD HEADER/BEAM PRE MANUFAGTURED TRUSSES ROOF RAFTERS/FLOOR JOIST TYPICAL WALL w/ SHEARPLY 12 AND POLDOWNS. H- 48 ANCHOR BOLT SPACING, 48' o/c TYP. ® INTERIOR BEARING WALL OOF F A1� f NG NOTE& ROOF LOADS: LIVE 20" SQ. FT.: DEAD 20" SQ. FT. USE (1) -LAYER 5/a' (40/20) CDX APA RATED ROOF SHEATHING OR OSB EQUIVALENT, APPLY FACE GRAIN/LONG DIMENSION PERPENDICULAR TO SUPPORT FRAMING. STAGGER PANELS AND NAIL WITH 10d'S AT (o' O.C. EDGES AND BOUNDARIES AND 10d'S AT 12" O.G. FIELD. NAIL ALL DRAG MEMBERS, SPEAR PANELS, BLOCKING, E.T.G. w/NAILS SPACED AT 4' O.C. SEE DETAILS FOR ADDITIONAL NAILING REQUIREMENTS. ALL FRAMING HARDWARE NOTED SHALL BE 'SIMPSON' INSTALL PER MANUFACTURES REQUIREMENTS. TYP. HEADER U.N.O. USE 6x8 D.F. 01. USE 12-Irod BETWEEN TOP PLATE SPLICES. TYP. U.N.O. USE 2x(o OUTRIGGER e 48' O.C. 9 GABLE END FRAMING. PROVIDE G.I. FLASHING 6 ALL VALLEYS 4 ROOF -TO -WALL CONNECTIONS, TYP. PROVIDE BITUTNANE MEMBRANE m CRICKETS SLOPING LESS THAN 3:12 4 AS NOTED ON ROOF PLAN. A35 s 45" O.G. FREEZE BLK'G. TO TOP PLATE TYP. U.N.O. PROVIDE BLOCKING AT ALL RIDGES, HIPS AND VALLEYS TYP. PROVIDE CONT. ROOF PLY UNDER ALL ROOF OVER FRAMING FIRE -1 IANUFACTUfRED T U,5,5E & TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR ALL ENGINEERING, LAYOUT DRAWINGS CONNECTIONS, BLOCKING, BRACING, AND TRUSS ERECTION INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER COORDINATION BETWEEN ENGINEER/DESIGNER'S DRAWINGS, TRUSS MANUFACTURER INFORMATION, ANY REQUIRED FIELD CHANGES, PROPER INSTALLATION OF FINAL PRODUCT AND ITS CONFORMANCE TO THE DESIGNER'S DESIGN. THE DESIGNER AND ENGINEER ASSUME NO LIABILITY FOR SAID PRODUCT. TRUSS MANUFACTURER TO VERIFY LOCATION OF AND PROVIDE REINFORCED TRUSSES FOR THE SUPPORT OF ANY MECHANICAL EQUIPMENT WHERE OCCURRING. TRUSS MANUFACTURER TO VERIFY LOCATION OF AND DESIGN FOR ALL CEILING HEIGHT CHANGES, ATTIC ACCESSES, RETURN AIR GRILLS, ETC. TRUSS MANUFACTURER TO COORDINATE ANY FINDINGS TO BOTH K2 ENGINEERING AND THE DESIGNER. DEAD LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. GABLE END TRUSSES SHALL BE STRUCTURAL, DESIGNED TO SUPPORT OVERHANG AND TO ALLOW A TOP CHORD NOTCH OF FIVE AND A HALF INCHES ALL NON-BEARING WALLS ARE TO HAVE A ONE-FOURTH OF AN INCH GAP TO THE BOTTOM CHORD OF THE TRUSSES. SECURE BOTTOM CHORD TO WALL BELOW WITH SIMPSON STC CLIPS. USE PRE-ENGINEERED MANUFACTURED TRUSSES. SOLID BLOCK m ALL SUPPORTS AND PER MANUFACTURER'S SPECIFICATIONS. USE SIMPSON H1 6 EACH SUPPORT WALL/BEAM TO EACH TRUSS AND H6 6 EACH SUPPORT WALL/BEAM TO EACH GIRDER TRUSS. HANG TRUSSES AND GIRDER TRUSSES W/ SIMPSON HUS2(0 OR AS SPECIFIED ON PLAN. TRUSS CALCULATIONS HOLD PRECEDENCE OVER PLAN AT ALL TRUSS -TO -TRUSS CONNECTIONS. TRUSSES ARE TO BE HANDLED, INSTALLED, AND BRACED IN ACCORDANCE WITH HIB -41 OF THE TRUSS PLATE INSTITUTE (TPI). N N 2'-0s 2'-0' 8 (o x(o 9 T(OxIo Q `� O.N. SD2 (B -S) > �ox(o (ox6 GS - 0 i i 6X(O I I I F— 6X(o Z® C ® ■ 6X0 ' 1 6, ■ �4Ir N >I C 1_ N _ _ ■ J2 H_1 -�- 6x(o 6X8 >i I I I I I �� I _ J4_ - 1'-0' I- - - _ !— ALIGN W/� LHUS216 HD BLW. TYP. I i CI ' I 1 � 1 1 _ _ _ Jw HIP Y - p■ � �+ ,. �- ST(o224 BM. ■ -- ■ ■ - --_ _ �-MSTC28 D.T. x TO TOP FE 6x8 - (ox10 (5-3) -1� J TO RIM JOIST. � _ 8 ■ I-LUS24 TO RIM ■ 6x6 `V 1 TYP. Ste) � A LU624 I SGse+' ■ x 1 A3.1 ST6224 BM.I TO TOP fE (2) 2x6 x U O 5T(o224 -- _ } I I I m J ■ (O X(O SD2 SD2 SD3 11i U Iwo J — 7 T xx 4x6 13 T6224 SD3 —I ■ _ --� - - - DBL. JST. ITS2.56/11.55-� -' -- —■ 0 J _ _ _ p � ■ LU524 1 - 0I T HUC312 X _-_ 4x4 (2) 2x(o 6D3 - MSTC28 D.T. CONT. �p _ - 6T(o224 I TO RIM JOIST. I x ■ 2x(o a 16' O.G. `r 4x(o -- J - - - (o x(o N-1 BRG. WALL HUC4(o _I - i �o x�o PC 1 ■ 5% x18 G.L.B. (5-4)- I EPG E I x8 ml- > >I H-1 - I I E II 1 ■� HU868 1 , LUS24 1 1 J ■ Z Q MSTC28 BM. M6TC28 O/ 1 I' I �, = TO TOP P BM. SPLICE = I I 16�■ U -• — — — E SD3 , 1 I I 1 X �_ _ J6 _ ■ _ iv �( ui - , ' DRAG TRUSS z - - _ - + o o �0 1 1 J4 V = 3.5K 22'x30' ATTIC I I ED ��� 1' MSTC26x6 (1) S.P. w w ACCESS E - ■ 350 PLF. I I I J2 x � 1 1 15 I I 10�� ■ 4x10 SD3 ■ ■ ■10 . cD ■ (E.) HDR. EE 1 I 1 ,(B-6)1 , �1 TI I I � � N w I'-0' � 0 Q m TYP. Lx(o %0 —X( EAVE � D a o> LO'�WjIEIR SC4L Q FLOO[R [FIR Z�RaoH 4'1_2_� o [R 0 0 F p F m Z� m K�� �� = p L ZR� m 3/¢' T4G PLYWOOD APA RATED STURD-I-FLOOR - 45/24 w/ 10d a 6" O.C. BOUNDARY, EDGES, 4 DRAG STRUTS w/ 106 6 10' O.G. FIELD - GLUE 4 NAIL THROUGHOUT, TYP. PROVIDE INSULATION Q RIM JOISTS 4 FLOOR. INSULATE ALL PIPES 4 DUCTWORK. PROVIDE SOLID BLKG. UP TO SUB -FLOOR, AS REQUIRED, TO SUPPORT POSTS ABOVE. ALL FRAMING HARDWARE SHALL BE 'SIMPSON'. INSTALL PER MANUF, REQUIREMENTS. ALL EXTERIOR WALLS SHALL BE CONSIDERED SHEARWALLS NAILED AS TYPE '(o' WALLS U.N.O. (SEE SHEARWALL SCHEDULE). ATTIC SPACE EAVE VENTS 3.5'x22" AT 5 BAYS = 1.40 S.F. VULCAN SUB FLASH -a DORMER VENT (2) = 1.13 S.F. TOTAL VENT AREA PROVIDED 2.53 S.F. j REQUIRED = 136 S.F./ 300 = 2.45 Sr-. VULCAN LOW PROFILE DORMER VENT O/ VULCAN V558585 SUB FLASH. NFVA = 54 S.I. (0.38 S.F.) 0 VULCAN VE3522 =NFVA = 41 S.I. 00.28 S.F.) � T * `4 a ('' PERMIT #_ BUTTE COUNTY 1EVELOPMENT SERVICES REVIEWED FOR CODE CONPOiNNNGE DATE ; v—/? 13Y C SSIO ONA lfff � F iz CO m m I -1 No C 66452 � Q- iS�� C 1 FEB 2 2017 2-22-11 a