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HomeMy WebLinkAboutB16-1215 063-240-063N W I LDLAND-URBAN INTERFACE FIRE AREA (SRA) REQUIREMENTS: I. WHERE ROOF VALLEY FLA5HIN6 15 INSTALLED, THE FLASHING SHALL BE NOT LESS THAN 0.019 -INCHES NO. 26 6A6E GALVANIZED SHEET CORROSION METAL INSTALLED OVER NOT LESS THAN ONE LAYER OF MINIMUM 72-POUN0 MINERAL -SURFACED NON -PERFORATED GAP SHEET COMPLYIN6 WITH ASTM D 3909, AT LEAST 36 -INCH WIDE RUNNING THE FULL LENGTH OF THE VALLEY, 2013 GROG SEG. R3275.3. 2. IF ROOF GUTTERS ARE INSTALLED, MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN THE 6UTTERZ SHALL BE PROVIDED. 2013 CRC SEG. R3Z75.4 3. NON-GOMBUSTABLE OR IGNITION RESISTANT EXTERIOR WALL COVERINGS SHALL BE INSTALLED PER 2013 CRO SEG. 32'7"1 4. OPEN EAVES AND CABLE END OVERHANC5 SHALL BE CONSTRUCTED WITH NON-GOMBU5TABLE OR IGNITION RESISTANT PLYHOOD OR OSB PER 2013 GRG 5E. R3277.77.4 5. ONE PANE OF WALL WINDOH5 SHALL BE TEMPERED PER 2013 GRG SEG R32T.6 6. EXTERIOR DOORS: THE EXTERIOR SURFACE SHALL BE OF NON-COMBUSTIBLE OR 16NITION-RE515TANT MATERIAL OR BE CONSTRUCTED OF SOLID GORE WOOD 1-3/6' THICK OF HAVE A FIRE-RESISTAVE RATING OF NOT LE -56 THAN 20 MIN, 2013 GRG SE. R321.6. -7. WHERE APPLICABLE, PORCHES AND BREEZEHAYS SHALL BE CONSTRUCTED WITH NON-COMBUSTIBLE OR 16NITION RESISTANT MATERIAL. 6. ALL CABLE, EAVE AND FOUNDATION VENT OPENINGS TO BE MIN OFX(' AND MAX OF y6' AND MADE OF NON-COMBUSTABLE MATERIALS PER 2013 CRC SE. 8321.6.2 AND R321.6.3 9. DECK WALKING SURFACE MATERIAL OF DECKS PORCHES, BALCONIES AND STAIRS SHALL BE CONSTRUCTED WITH ONE OF THE FOLLOWING MATERIALS: 4.1. IGNITION -RESISTANT MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF BOTH SFM STANDARDS 12--IA-4 AND 12-1A-5 9.2. EXTERIOR FIRE RETARDANT TREATED WOOD. 9.3. NONCOMBUSTIBLE MATERIAL. STORM WATER MITIGATION PLAN 5E5T MANAGEMENT ffKAGTIC&t; THEIFOLLOWIN6 ARE BEST MANAGEMENT PRACTICES AND MINIMUM STANDARDS FOR SEDIMENT AND EROSION CONTROL FOR PP4JEr,TS DISTURBING LESS THAN ONE ACRE. THESE PRACTICES SHALL BE IN PLACE THROUGHOUT THE PERIOD OF NOVEMBER 15 THROUGH APRIL 1. BUILDING OFFICIAL SHALL 61VE NOTICE WHEN PRACTICES MAY BE REQUIRED THROUGHOUT THE YEAR BASED ON WEATHER CONDITIONS. I. SCHEDULE WORK DURING THE DRY SEASON. 2. DIVER- STORM WATER FLOW AROUND ANY DISTURBED SOIL AREAS. 3. PRESERVE ALL EXISTING VEGETATION. 4. COVER ALL DISTURBED AREAS w/ TEMPORARY MULCH SUCH A5 5TRAW. S. NO DRAIN INLETS OCCUR WITHIN I MILE OF PROJECT SITE. 6. NO ADJACENT PAVED PUBLIC WAYS EXISTS WITHIN I MILE OF PROJECT SITE. SITE ENTRANCE AND EXIT STABILIZATION NOT APPLICABLE. 1. CUTTING OR GRADING OF STEEP SLOPES 015%) SHALL BE AVOIDED WHENEVER POSSIBLE. WHERE OCCURS REDIRECT RUNOFF OR USE JUTE BLANKETS TO STABILIZE SOIL. 6. PROVIDE AN APPROVED AND LABELED AREA FOR CONCRETE WASHOUT. PLASTIC SHEET LINED HAY BAILS MAY BE USED. WASHOUT SYSTEMS SHALL NOT BE PLACED IN PUBLIC WAYS OR NEAR WATERWAYS OR DRAIN INLETS. 9. DO NOT GLEAN OR REFUEL VEHICLE AND EQUIPMENT ON SITE. VEHICLE MAINTENANCE SHALL NOT BE PERFORMED ON CONSTRUCTION SITE. 10. STORE ALL CONSTRUCTION CHEMIGAL5, PAINT, FUEL, AND THE LIKE IN A COVERED AREA AWAY FROM STORM DRAIN SYSTEMS AND HARDSGAPE AREAS. 11. PORTABLE TOILETS WHERE PROVIDED SHALL BE KEPT ON CONSTRUCTION SITE PROPERTY AND AWAY MINIMUM 50' FROM ALL PUBLIC WAYS AND STORM DRAIN SYSTEMS. DO NOT PLACE TOILETS OVER HARD HARDSGAPE AREAS. 12. ALL CONSTRUCTION TRASH SHALL BE REMOVED AND STORED IN COVERED TRASH RECEPTACLES. TRASH MUST NOT COME IN CONTACT WITH RAINFALL OR RUNOFF. 13. GENERAL CONTRACTOR SHALL MAINTAIN THE ABOVE SYSTEMS AND PRACTICES THROUCHOUT THE CONSTRUCTION PERIOD. 6G SHALL EMPLOY A MAINTENANCE PROGRAM THOUGH OUT THE CONSTRUCTION PHASE OF THE PROJECT. GC. SHALL INFORM ALL EMPLOYED ON THE SITE OF SUCH PRACTICES TO INSURE EFFECTIVENESS OF BEST MANAGEMENT PRACTICES. S u m m e r P I a G e 630' LIQUID PROPANE 5TORAGE TANK w/ UNDERGROUND LINE TO HOUSE. m � X62' cmV 6ARA6E GARAGE TO HOUSE: 2&'- PROPOSED- HOME &'- PROPOSED - HOME PROPOSED - NEW SEPTIC TANK PER BUTTE 00. ENV. HEALTH 6g0, :C v 6i R 0 a � 1 ' HELL NC TO TER / ON P E / NEW GRAVEL DRIVE U.6. ELECT. POWER � 1 NEW LEACH LINE Z PER BUTTE GO. ENV. HEALTH r BUILDING TYPE: V -B OCCUPANCY: R-3, U USE: RESIDENTIAL 5GUARE FOOTAGE: HOUSE -564 50. FT. GARAGE - 576 50. FT. SCOPE OF WORK PROJECT WILL INCLUDE THE CONSTRUCTION OF A 51 NOLF FAMILY DWELLING AND A DETACHED GARAGE. GOVERNING CODES AS FOLLOWS: 2015 CALIFORNIA BUILDI6 GODE(CBC), 2013 CRO, 2015 CEG, 2015 GPO, 2015 CMG, 2015 CFC, 2010 CALIFORNIA ENERGY CODE EFFICIENCY STANDARDS (ZONE 11). 2013 CALIFORNIA GREEN BU I LD I N6 STANDARDS GORE FIRE SPRINKLER INFORMATION: FIRE SPRINKLER SYSTEM 15 REQUIRED. FIRE SPRINKLER PLANS SHALL BE A DEFFERED SUBMITTED ITEM UNDER SEPARATE COVER. FIRE MARSHALL SHALL INSPECT 4 APPROVE INSTALLED SYSTEM PRIOR TO BUILDING CLO51 NO IN. PLUMBING NOTES: 1. THE A50REOATE AREA OF PLUM51 N6 VENTS SHALL BE 12.51 50. INCHES, MIN. 2. EXTERIOR HOSE BIBS SHALL BE EQUIPPED WITH A NON -REMOVABLE BACKFLOW PREVENTION DEVICE. GPC SEG. 605.51 5. SHOWER AND TUB COMBINATIONS SHALL BE PROVIDED HITH I ND I V I DUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE 13ALANCE/THEM05TATIC MIXING VALVE TYPE. GPC SEG. 40aA 4. THE FOLLOWING COMPONENTS SHALL BE INSTALLED IN RELATIONSHIP TO THE TANKLESS WATER HEATER: a) A GAT. III OR IV VENT, OR A TYPE B VENT WITH 5TRA16HT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE HATER HEATER 15 INSTALLED. b) A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES H16HER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT A PUMP. G) A OAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 Btu/hr. 5. THE MAX. FLOW RATES SHALL APPLY TO THE PLUMBING FIXTURES A5 FOLLOWS: a. HATER CLOSETS: 1.28 6ALLON5 PER FLUSH b. 5HOHERHEADS: 2.0 GALLONS PER MINUTE. C. LAVATORY FAUCETS: 1.5 GALLONS PER MINUTE. d. KITCHEN FAUCETS: 1.5 OAL./MINUTE W/ 2.2 6AL./MINUTE TEMPORARY FLOW MECHANICAL NOTES: 1. DRYER DUCT SHALL BE A METAL MATERIAL A MIN. OF -r" DIAMETER AND SHALL HAVE A SMOOTH INTERIOR SURFACE. DUCT SHALL NOT BE FASTENED HITH SOREN TYPE FASTENERS WHICH MAY IMPEDE THE AIR FLOW OR CATCH LINT YET MUST BE FASTENED AND SEALED "SUBSTANTIALLY AIRTIGHT" AT EACH JOINT. (AN APPROVED FASTENING SYSTEM 15 ALUMINUM DUCT TAPE) DRYER DUCT SHALL BE EQUIPPED WITH A BACK DRAFT DAMPER AND THE EXHAUST DUCT LENGTH SHALL BE 14 FEET MAXIMUM HITH WITH MAXIMUM TWO 410 DEGREE ELBOWS. INSTALLATION INSTRUCTIONS MUST BE APPROVED BY THE BUILDING OFFICIAL. DR. 6LAZIN6 SHALL BE - TEMPERED- :2 EMPERED- 2 PERF ti +s 2030 5H 3068 O 0 PANTRY O REF. MICRO P4./ kq. HOUSE D I FAN I J � VAULTED 6. I -1 1' GLC. 2106 I \ I SPOCKET INGLE / \ BOWL- RIFY 15LAN GbUNTER TOP O, Hir I6HT. I KNEE SPACE 5EE ROOF PERMIT# )3)6`D)6 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE f BY MINIMUM TITLE 24 REQUIREMENTS HEATING EFFICIENCY: 925 AFUE COOLI N6 EFFIGIENGY: 15 SEER DUCT INSULATION: R -e) RAD I ANT BARRIER ROOF SHEATH I N6: NOT REGU I RED HERS VERIFICATION: NOT REQUIRED WATER HEATER EFF IGIENGY: .62 NOTE: PROVIDE HOSE BOBS PER OWNER 10'-1" DIRECTION. PROVIDE WATER STUBS FOR LAND50APE IRRIGATION -PROVIDE FOR MIN. PER OWNER DIRECTION. 48 50. LANDING LESS a ALL DOORS TO TA S WN. O.S. ,TYPICAL HEATER . 2 HTER (2)TEMPERED r----5UB PANEL 2630 SH CLAW FT. TUB i T- +s D .p SH. t RD aGL05GT 2868 - SEE FND. 5068 I (3) 3056 5H n� rT O PLAN OR I (5.6. DR. 0cu )�c nAjo I -ACCESSREC�MTS 0 CLEARSTORY WINDOW SIZE5)5 -4 COVERED POP4H ATTIC LANDING I GLAZING d LIVING nL__3 N �° BLK6. a +q' Iw Ow/ TEMP. Y U O L_ PROPERTY INFORMATION OWNER5 NAME: VALERIE PAUL (12' LONG) MGL. ENCL. PROPERTY ADDRE55: SHALL BE VAULTED GLC. - E'k6 0s i /C <yj� 2 I ALL SEASONS DRIVE APN. APN. 063-240-063 FLOOD INFO. X (UNSHADED) ti TEMPERED I W SHELVES O- - - - - - - -- LIQUID PROPANE > a r WD STOVE PIPE TO L.P. Q) BENCH HOOKS I FLAT GLC. ATOP NAT. N.STONE HEARTH I INSTAL FIRE BLOCKY r--GL6. BRK. AT PLA LINE IN 5'-10" B I WALLS URROUNDIN6 N I I WOOD STOVE. Jiy p N I 40 ti 3068 ,.=,00. Site Plan F 7771 L I0 3068 +tD II' -4" r (2) 3056 SH (B' HEADER) DOOR GLAZING SHALL BE TEMPERED AREAS N c o co Co (3) 3056 5H n� • T� I SHOWER HEAD (SEE EXT. ELEV. FOR 0cu )�c 0 CLEARSTORY WINDOW SIZE5)5 -4 COVERED POP4H 05MT STRAP 3 .co o/ SOLID N �° BLK6. a +q' Iw Ow/ TEMP. Y U O L_ PROPERTY INFORMATION OWNER5 NAME: VALERIE PAUL (12' LONG) MGL. ENCL. PROPERTY ADDRE55: CORNER OF SUMMER PLACE co In - E'k6 0s i /C <yj� 2 I ALL SEASONS DRIVE APN. APN. 063-240-063 FLOOD INFO. X (UNSHADED) ,.=,00. Site Plan F 7771 L I0 3068 +tD II' -4" r (2) 3056 SH (B' HEADER) DOOR GLAZING SHALL BE TEMPERED AREAS 0 LIVING AREA: 864 50. FT. COVERED PORCH: 144 50. FT. 12'-0" �:OR CODE C07� m,_.1 t: ,CE_ I 6A5 AU a I METER '`A-) TE M 1/4.,Floor Plan AUv 0 5 ?016 13AVID ASSOCIATES N 0) N 0) In ILO co LO L N c o co Co s n� • T� I SHOWER HEAD W 0cu )�c 0 Ca PRE MFR. � 3 .co I V � 5HWR. PAN N �° Q Iw Ow/ TEMP. Y U O L_ cd MGL. ENCL. Z co In - d' c W O- - - - - - - -- LIQUID PROPANE > a o W PIPE TO L.P. Q) z 5TORA6E TANK, O SEE SITE PLAN. B 24'-O" PERF 0 I I o o = "' v- o I� 0 LIVING AREA: 864 50. FT. COVERED PORCH: 144 50. FT. 12'-0" �:OR CODE C07� m,_.1 t: ,CE_ I 6A5 AU a I METER '`A-) TE M 1/4.,Floor Plan AUv 0 5 ?016 13AVID ASSOCIATES N 0) N 0) In ILO co LO L N c o co Co s n� • T� u W 0cu )�c 0 O � 3 .co O N �° Q Y U O L_ cd Z co In --� d' c ❑ ❑ (V Date SHEET LN of -- 5 ❑ ❑ co Co O w O C\2 .co O CO o �° cd CD0W U O c W W di co N > a o W Q) z O ❑ ❑ (V Date SHEET LN of -- 5 ❑ ❑ ROOF PLAN NOTES: I. ROOF FRAMING SHALL BE: PRE -MFR TRUSSES* 24" O.G. TYP. U.O.N. 2. ROOF PITCH SHALL BE: AS SHOWN 3. ROOF O.H. SHALL BE A5 SHOWN. 4. ROOF COVERING SHALL BE: 5TANDIN6 SEAM METAL ROOF o/ 1/2" COX (32/16) OR 055, 5TACGER JOINTS AND RUN PERPENDICULAR TO ROOF FRAMING. NAIL w/ 6d'5, b" O.G. EDGE AND BOUNDRY, 12" O.G. FIELD. VERIFY ROOF MFR. AND COLOR w/ OWNER AND DESI6NER. 5. PROVIDE NET FREE VENTILATION TO THE ENTIRE ATTIC, AREA OF 1/300 (1 50. FT. VENTILATION PER 300 50. FT. OF ATTIC AREA) PROVIDED THE FOLLOWING CONDITION 15 MET: AT LEAST 40% AND NOT MORE THAT 505 OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FT. BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REOUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAT 3 FT. BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. ATTIC OVER PORCH VENTILATION ATTIC, AREA ABOVE LIVING SPACE: 144 50. FT. 144/150=.ctb 50. FT. OF NFVA REOUIRED (AbX144=136 SQ. IN. REQUIRED AT EAVES ONLY) INSTALL (7) 22"x3.5" EAVE VENTS w/ A NFVA OF 22 50. IN. EA. '7x22=154 50. IN. PROVIDED. ATTIC, OVER LIVING SPACE VENTILATION ATTIC, AREA ABOVE LIVING SPACE: 665 50. FT. 665/300=2.66 50. FT. OF NFVA REQUIRED 2.66/2=1.44 50. FT. REQUIRED BOTH HIGH AND LOW (1.44X144=206 50. IN. REOUIRED BOTH H16H AND LOW) INSTALL (10) 22"x3.5" EAVE VENTS w/ A NFVA OF 2250. IN. EA. 10x22=220 50. IN. PROVIDED. INSTALL (2) 14"x24" &ABLE END VENTS w/ A NFVA OF q7.6 IN. EA 2xcM.6=1q5 50. IN. PROVIDED VENT MANUFAGTURIN6 INFORMATION EAVE VENT5 AND GABLE END VENTS SHALL BE MFR. BY BRANDOUARD VENTS, 1001 AVENIDA PILO, SUITE 221 SAN CLEMENTE, GA 82673 PHONE:g4q-461-5300 OR VISIT: HHH.BRAND6UARDVENTS.COM 6. PROVIDE ATTIC SERVICE LIGHTING AND POWER OUTLET. 7. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/ SWITCH a ACCESS HOLE. PROVIDE IIOV SERVICE OUTLET ® UNIT. PROVIDE 24" WIDE CATWALK FROM ACCESS HOLE TO 30" 50. x 30" HIGH CLEAR MAINTENANCE PLATFORM ® UNIT. 5TANDIN6 METAL SEAM ROOF, SEE ROOF PLAN. VERIFY ROOF MFR. AND COLOR. 12 SOLID BLOCK'& a q' WHERE 4,7 L- 7 14.66' STUDS OCCUR w/ 5 GSMT STAP PER FLR. PLAN 12 IX6 PINE T$6 CLO. a VAULTED GL65. 1/2" GYP. CLO. BD. a FLAT a' CLG5. i 1/2" GYPSUM BOARD WALLS, TYP. U.O.N. SOFFIT MATERIAL 2 X 6 EXTERIOR WALL STUDS a I6" O.G. SHALL BE FIRE b RESISTANT GEMENT R -Il INSULATION AT BOARD SOFFIT 0EXTERIOR WALLS R-Iq INSULATION AT FLOORS, TYP. /- 5EE FOUNDATION PLAN 1/411=11-011 I 1 I N I - ?"-SEE DET. 1/3 FOR F.A.U. MOUNTING 4 ROOF PLAN NOTE 7 FOR SERVICE ACGE55 4 USE 6 x 14 D.F. 5EL. 5TRUGT. (53) r T_ I 22 x 30" \ ATTIC \ I J ACCESS FLUE w/ SPARK LATTic, MOUNTED FUEL FIRED ARRESTOR GAP CENTRAL FURNACE w/ A SPLIT AIR CONDITIONING SYSTEM PER ENERGY DOCUMENTS. SEE ROOF PLAN NOTE 7. ( N I NOTES: FOR ATTIC VENTILATION T` REOUIREMENT5 SEE NOTE 5 IN THE ROOF PLAN NOTES _ ON THIS SHEET. 6x5D.F.#1 _ TYP. HEADER (54) NOTE: SOFFIT MATERIAL SHALL BE FIRE RE515TANT _ ! GEMENT BOARD SOFFIT. O tv i 6 x 6 D.F. #I (B5) .SE(��TION A/2. 1/4" = 1'-01 I 1/411=11-011Roof Plan I PROVIDE MINIMUM 72" WIDE X 45" DEEP LAND I N6 (FULL WIDTH) ® THIS DOOR %Z 2X6 P.T.D.F. #2 F.J.'S- a 16" O.C. w/ DEGKIN& OVER 15" 50. x 12 THK. FTG. w/ (2) #4's EA. WAY (F2) 11 h00\001IIIIIIIIIIIIIIIIIIIIIII 12 7 F_�;, STAND I N6 METAL SEAM ROOF, SEE ROOF PLAN. VERIFY ROOF MFR. AND COLOR. SEC,,Jl0N 5/2 buitcuna Sections PERMIT# '�c�.%S , B�6_wg _ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE G/1'?// A BY 1 �� PROVIDE FOR MIN. 46" SQ. LANDING ® THIS DOOR (N) 24" X 15" I� FOR CODE COMIPLIANCE AUG 1 P, '� SLOPE AWAY FROM BUILDING AT A SLOPE A MINIMUM OF 2% I PER SECTION R401.3. dJ ; 2. VERIFY ALL LIQUID PROPANE EQUIPMENT STUBS. t0 \to 3. VERIFY ALL HOSE BIBS LOCATION5 WITH OWNER. 52 LE (6E i PER MET. II/I 2 (N) 4X6 P.T.D.F. 61RDER 21 " 50. x 12 THK. FTG. w/ (3) #4's EA. WAY (173) m �KUWK CN T_ a) CA CV CA LO r C:) M LO C O co CO*D ACCESS TO NEW I IV cc .L O U.F. AREA. VERIFY I �■�I U I 4x6 61RDER D.F. #2 (B6) 16" 5Q. x 12" DP. 'A LOCATION � CO O O `' _q wl U o (F4), TYP. (� Z ,N_, RI M LO r 1 � W I C C) `' Q J MW W > CO C a L J L J L_J I � v�Q z I6'-0" 6 z Y 5._4.. ' MAX. SPAGIN& 24" SQ. x 12 THK. FTG. t' (FI) ®w N 14"xb" FOUNDATION I w/ (3) #4's EA. WAY (FI) z VENT, TYP. OF (12) LL O I I r --i r -_l r-� r --I r-� I3 L_J L_J L_J L_J L_J riIV L_J L_J I FOUNDATION PLAN NOTES: I I I GRADE IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL m FOR CODE COMIPLIANCE AUG 1 P, '� SLOPE AWAY FROM BUILDING AT A SLOPE A MINIMUM OF 2% I PER SECTION R401.3. dJ ; 2. VERIFY ALL LIQUID PROPANE EQUIPMENT STUBS. t0 \to 3. VERIFY ALL HOSE BIBS LOCATION5 WITH OWNER. 52 LE (6E i PER MET. II/I 2 (N) 4X6 P.T.D.F. 61RDER 21 " 50. x 12 THK. FTG. w/ (3) #4's EA. WAY (173) m �KUWK CN T_ a) CA CV CA LO r C:) M LO q UNDER FLOOR VENTILATION 52 PROVIDE 1 50. FT. OF UNDER- FLOOR (U.F.) VENTILATION PER ❑ ❑ 300 50. FT. OF U.F. AREA. ONE VENTILATION OPN&. SHALL BE WITHIN 3 FT. OF EA. CORNER OF DECK FOUNDATION NOTE: THE 5UILDIN6. Date UNLESS OTHER WISE NOTED, ALL DECK FOUNDATION FRAMING SHALL VENTILATION CALCULATION P> - I - I G BE PRESSURE TREATED DOUG. FIR. 864 SQ. ='r C. C. FT. REQ'D. (5.76X144=630 50. IN. REO'D) INSTALL (12) 14" X 6" FOUNDATION VENTS PROVIDING 7I 50. IN. OF NFVA EA. LOCATE VENTS PER ❑ ❑ FOUNDATION PLAN. SHEET 12 X 71= 652 50. IN. of 001 FoundationPlan 5 1/4 1_ ❑ ❑ C O co CO*D 00 0) cc .L O �■�I U ai 'A O � CO O O `' _q U o (� Z ,N_, RI M LO 0 co � W d C q UNDER FLOOR VENTILATION 52 PROVIDE 1 50. FT. OF UNDER- FLOOR (U.F.) VENTILATION PER ❑ ❑ 300 50. FT. OF U.F. AREA. ONE VENTILATION OPN&. SHALL BE WITHIN 3 FT. OF EA. CORNER OF DECK FOUNDATION NOTE: THE 5UILDIN6. Date UNLESS OTHER WISE NOTED, ALL DECK FOUNDATION FRAMING SHALL VENTILATION CALCULATION P> - I - I G BE PRESSURE TREATED DOUG. FIR. 864 SQ. ='r C. C. FT. REQ'D. (5.76X144=630 50. IN. REO'D) INSTALL (12) 14" X 6" FOUNDATION VENTS PROVIDING 7I 50. IN. OF NFVA EA. LOCATE VENTS PER ❑ ❑ FOUNDATION PLAN. SHEET 12 X 71= 652 50. IN. of 001 FoundationPlan 5 1/4 1_ ❑ ❑ co O W I cd V 1 c\2 'A o � CO O O `' _q o � ,N_, RI 0 co � W � C) MW W > CO C a CU � W � z q UNDER FLOOR VENTILATION 52 PROVIDE 1 50. FT. OF UNDER- FLOOR (U.F.) VENTILATION PER ❑ ❑ 300 50. FT. OF U.F. AREA. ONE VENTILATION OPN&. SHALL BE WITHIN 3 FT. OF EA. CORNER OF DECK FOUNDATION NOTE: THE 5UILDIN6. Date UNLESS OTHER WISE NOTED, ALL DECK FOUNDATION FRAMING SHALL VENTILATION CALCULATION P> - I - I G BE PRESSURE TREATED DOUG. FIR. 864 SQ. ='r C. C. FT. REQ'D. (5.76X144=630 50. IN. REO'D) INSTALL (12) 14" X 6" FOUNDATION VENTS PROVIDING 7I 50. IN. OF NFVA EA. LOCATE VENTS PER ❑ ❑ FOUNDATION PLAN. SHEET 12 X 71= 652 50. IN. of 001 FoundationPlan 5 1/4 1_ ❑ ❑ WD. STOVE FLUE w/ SPARK ARRESTOR GAP. FLUE OPN6. SHALL EXTEND A MIN. V ABOVE THE H 16HE5T POINT WHERE 14"x22" GABLE END VENT IT PASSES THROUGH THE ROOF AND NOT BY BRAND&UARD VENTS z LESS THAN 2' HIGHER THATN A PORTION WHICH MEET WILDLAND OF BUILDING WITHIN A HORIZONTAL URBAN INTERFACE REQMTS. D15TANCE OF 10 FEET. m� STAND I N6 5EAM MET. ROOF (2)2620 AINNNINe WINDOWS CALIFORNIA BUILDING EFFICIENCY STANDARDS REQUIRES MECHANICAL VENTILATION FOR RESIDENTIAL UNITS AS FOLLOWS: I. KITCHEN VENTILATION - THE KITCHEN SHALL HAVE AN EXHAUST FAN w/ A MINIMUM VENTILATION RATE OF 100 CFM AND A N015E RATING OF LE55 THAN SONE 5. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 5" ROUND SMOOTH DUCT OF LE55 THAN 55' IN LENGTH AND (2) ELBOWS OR FITTINGS. 2. BATHROOM VENTILATION - EACH BATHROOM, EXCEPT A5 NOTED BELOW IN NOTE 5 SHALL HAVE AN EXHAUST FAN w/ A MINIMUM VENTILATION RATE 011'50 CFM AND A N015E RATING OF LE55 THAN SONE 5. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 5" ROUND SMOOTH DUCT OF LESS THAN 75' IN LENGTH AND (2) ELBOWS OR FITTIN65. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIDSTAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80%. 5. WHOLE BUILDING VENTILATION - AT LEAST ONE OF THE REQUIRED BATHROOM EXHAUST FAN5 NOTED ABOVE SHALL MEET THE FOLLOWING SPECIFICATIONS AS DETERMINED IN THE CALCULATION PROVIDED: + MINIMUM 60 CFM. + SONE RATING OF I + SWITCH CONTROL LABELED: "VENTILATION CONTROL" CFM = CONDITIONED FLOOR AREA/100 + -1.5(NUMBER OF BEDROOMS + 1) CFM = 864/100 +"7.5(1+1) CFM = 16.14 + 50 CFM = 46.14 NOTE: AT LEAST 50% OF THE TOTAL WATTAGE SHALL BE HIGH EFFICACY. FIXTURE TYPE HIGH LAMP EFFICACY WATTAGE 2' FLUORESCENT TUBE YES COMPACT FLUOR. YES INCANDESCENT PENDANTS NO X = OR. X = OR. QTY. HIGH EFFICACY OR LOW EFFICACY WATTAGE WATTAGE 17 X 2 _ 54 OR. 26 x 4 _ 104 OR. 60 X 2 = OR. X = OR. X = OR. (COMPLIES if A -> B) TOTAL: A: 158 B: TAARI F -T I MiJe.T S171Nr i?f=nUIiRFMFNTS 120 DUCT TYPE FLEX DUCT SMOOTH DUCT FAN RATING (r -fm ® 0.25 in W.G.) 50 80 100 125 50 80 100 125 BUTTE COUNTY DEVELOPMENT SERVICES MAXIMUM ALLOWABLE DUCT LENGTH (ft) DIAMETER, (INJ FLEX DUCT SMOOTH DUCT 5 X X X X 5 X X X 4 70 5 X X 105 55 5 X 5 NL 70 55 20 NL 155 85 55 6 NL NL 125 C15 NL NL NL 145 7 and above NL NL NL NL NL NL NL NL THIS TABLE A55UME5 NO ELBOWS. DEDUCT 15 ft. OF ALLO ABLE DUCT LENGTH FOR EACH TURN, ELBOW, OR FITTING. NL = NO LIMIT ON DUCT LENGTH OF TH15 SIZE. X = NOT ALLOWED, ANY LENGTH OF DUCT OF THI5 SIZE WITH ASSUMED TURNS, ELBOWS, FITTINGS WILL EXCEED THE RATED PRE55URE DROP. W.G. = WATER COLUMN I I/8" x I I/8" ANGLE w/ (2) 1/4" x 2" LONG LAO 5/8" DIA. BOLTS INTO TOP CHORD THREADED OF TRUSS, TYPICAL. ROD (6 RODS PER F.A.U) 1-5/8" x 12 6A. UNISTRUT F.A.U. SEISMIC RE5TRAINT5 (4) DIRECTIONS F.A.U. MOUN71 NO 5/4" = 1'-0" 5TANDIN6I SEAM METAL ROOF FASCIA GUTTER TTP. T ALL E 14"x22" &ABLE END VENT_ BY BRANDOUARD VENTS WHICH MEET WILDLAND URBAN INTERFACE REQMT5. GEMENT BD. SIDING w/ GEMENT BD. IX4 BATTENS OVER ® 16" O.G. INSTALL UNDERLAYMENT MEETING SIDING MFR. SPECS. AND SEG. R705.2 2X4 TRIM ® CORNERS, 4" ® DRS. AND WDW5. (PROVIDE OPTION FOR 6" TRIM, VERIFY w/ DESIGNER 2x8 BARGE, TYPICAL 2x8 BAND SIDING SEAM. ('Z' FLASH TOP) NORTH ELEVATION NEST ELEVATION SOUTH ELEVATION co House Elevations 1/811=11-011 516NAL PUSH BUTTON �3 6- -�- RECESSED CLO. FIXT. PERMIT #► LICHTIN6 TRANSFORMER BUTTE COUNTY DEVELOPMENT SERVICES RESIDENTIAL INDOOR 1-1614TIN6 REQUIR>CMI=Nrs REVIEWED FOR ELECTRONIC, BALLASTS FOR FLUORESCENT LAMPS RATED >15N MUST BE ELECTRONIC, AND HAVE CODE COMPLIANCE AN OUTPUT FREQUENCY > 2OkHz DATE HIGH EFFICACY CRITERIA: TO QUALIFY A5 H16H-EFFICACY, LUMINAIRES MUST BE CERTIFIED TO ELECTRICAL PLAN NOTES: THE CALIFORNIA ENERGY COMM15510N. MINI RECESSED CLO. FIXT. LUMINAIRES THAT CAN ACCEPT LOW -EFFICACY LAMPS AND LED LUMINAIRES THAT HAVE NOT I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT WHICH WILL SERVE THE LAUNDRY ROOM, BEEN CERTIFIED DO NOT QUALIFY A5 HIGH EFFICACY. WITH THE EXCEPTION OF DECORATIVE, MONOCHROMATIC LED5, JOINT APPENDIX JA8 REQUIRES THAT LED LUMINAIRES DES16NM FOR PANTRY, DINING ROOM, BATH ROOMS AND SIMILAR AREAS. PROVIDE AT LEAST TWO 20 -AMP INDOOR RESIDENTIAL USE HAVE A MINIMUM GRI OF 010 AND A OCT OF 2700K -4000K IN ORDER SMALL APPLIANCE BRANCH CIRCUITS TO BE SUPPLIED TO THE KITCHEN COUNTER TOP TO QUALIFY A5 HIGH EFFICACY. FULL CRITERIA ARE IN TABLE 150.0-A AND JOINT APPENDIX RECEPTACLES. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. JAB. TIMER LUMINAIRES NOT DESCRIBED IN TABLE 150.0-A MUST MEET HIGH -EFFICACY REQUIREMENT5 L157ED 2. PROVIDE 4 -WIRE RECEPTACLES FOR ALL DRYER AS PER GEC, 250-60. IN TABLE 150.0-8: W 5. SMOKE ALARMS AND CARBON MONOXIDE DETECTION DEVICES SHALL RECEIVE THEIR PRIMARY POWER FROM �N 3o Im/W THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. >SW - 15W 451m/W 4. ALL 15 4 20 AMP BRANCH G I RCU I TS 5UPPLY I N& OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, >ISN - 40w bolm/W DINING ROOMS LIVING ROOMS, LIBRARIES, DENS, RECREATION ROOMS, HALLWAYS, CLOSETS OR M Lo 51MILAR ROOMS, 5HALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUIT INTERRUPTER. >40w 0101MIW 110 V. SMOKE DETECTOR MANDATORY REQUIREMENT5 FOR 5WITCHIN6 DEVICES AND CONTROL5: 5. FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. ❑ A FIXTURE THAT WEIGHS MORE THAN 6 L55. OR EXCEEDS 16" IN ANY DIMEN51ON SHALL NOT BE -HIGH EFFICACY LUMINAIRE5 MUST BE SNITCHED SEPARATELY FROM LON-EFFICACY LUMINAIRES. SUPPORTED BY THE 50REW SHELL OF A LAMP HOLDER PER 5EC.410.15 (a). OUTLET BOXES SHALL -EXHAUST FAN5 MUST BE 5NITCHED SEPARATELY FROM 1_16HTIN6 SYSTEMS. -LUMINAIRES MUST BE SWITCHED WITH READILY ACCESSIBLE CONTROLS THAT PERMIT MANUAL NOT BE USED AS THE 50LE SUPPORT FOR GEILIN6 FANS PER 2010 SEG. 514.27 (o4d) ON/OFF 5WITGHIN6. � -NO CONTROLS MAY BYPASS A DIMMER OR VACANCY SENSOR FUNCTION WHERE THAT DIMMER 6 ALL 125 VOLT, SINGLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RE515TA.N7. OR VACANCY SENSOR HAS BEEN INSTALLED TO COMPLY WITH SECTION150.O(k) 7. PROVIDE STUB FOR LAND50APE LIGHTING AND SWITCH a FRONT DOOR. PROVIDE 4 INSTALL BATHROOMS SECTION I50.0(k) REQUIRES AT LEA5T ONE HIGH -EFFICACY LUMINAIRE IN EACH IRRIGATION TIMER LOCATE PER OWNER DIRECTION. BATHROOM. ALL OTHER LIGHTIN6 MUST BE HI6H EFFICACY OR CONTROLLED BY VACANCY 5EN5oR5. 6. BATHROOMS AND LAUNDRY ROOM AND ALL CLOSET LI&HT5 SHALL MANUAL MOTION SENSOR. (MM5) KITCHENS MUST HAVE A MINIMUM OF 5095 OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITCHEN5 MUST BE HIGH -EFFICACY L16HTIN6. q. VERIFY LOCATION OF MAIN PANEL AND SUB PANEL. KITCHEN LIGHTIN6 PERMANENTLY INSTALLED IN51DE CABINETS MAY USE A MAX. OF 20W PER 10. RECESSED FIXTURES INSTALLED IN INSULATED GEILIN65 ARE IGAT AND CERTIFIED ASTM E285 OR LINEAR FOOT OF ILLUMINATED CABINET. EQUIVALENT. INSTALLATION 15 AIRTIGHT (CAULKING, 6A5KET5) REGARDLESS OF THE NUMBER OF SHELVES OR DOORS PER CABINET SECTION, THE LENGTH OF AN ILLUMINATED CABINET MUST BE DETERMINED USING ON OF THE FOLLOWING MEASUREMENTS: 11. ALL INTERIOR RECEPT. AND SWITCHES SHALL BE INSTALLED w/ GASKETS. -ONE HORIZONTAL LENGTH OF ILLUMINATED CABINET -ONE VERTICAL LENGTH PER ILLUMINATED CABINET SECTION -NO MORE THAN ONE VERTICAL LENGTH PER EVERY 40 HORIZONTAL INCHES OF ILLUMINATED CABINET. RESIDENTIAL OUTDOOR LI&HTIN6 REQUIREMENTr CONTROLS FOR 51N6LE-FAMILY RESIDENTIAL BUILDINGS, OUTDOOR LIGHTING PERMANENTLY ATTACHED TO A RESIDENTIAL BUILDING OR OTHER BUILDIN65 ON THE SAME LOT MUST GENERALLY BE HIGH EFFICACY. LOW -EFFICACY OUTDOOR LI6HTIN6 MUST BE CONTROLLED BY ALL OF THE FOLLOWING: -A MANUAL OWOFF 5WITGH THAT DOES NOT OVERRIDE TO ON. -A MOTION 5EN50R NOT HAVING AN OVERRIDE OR BYPA55 SNITCH THAT DISABLES THE MOTION 5EWSOR, OR A MOTION SENSOR WITH AN OVERRIDE 5WITG44 THAT TEMPORARILY I BYPA55ES THE MOTION SENSING FUNCTION AND AUTOMATICALLY REAGTIVATE5 THE MOTION 5EN5OR WITHIN 6 HOURS. -A PHOTO CONTROL, ASTRONOMICAL TIME CLOCK OR ENERGY MANA6EMENT CONTROL SYSTEM THAT DOES NOT HAVE AN OVERRIDE OR BYPASS 5WITGH DISABLING THE CONTROL AND 15 PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR L16HTIN6 OFF DURIN6 DAYLIGHT HOURS. LED QUALITY REQUIREMENT'S: OUTDOOR LED LUMINAIRES DO NOT HAVE TO MEET THE GRI REQUIREMENT IN JOINT APPENDIX JAB, BUT THOSE PERMANENTLY ATTACHED TO RESIDENTIAL BUILDIN65 MUST HAVE A GGT OF 2 -TOOK - 5000K IN ORDER TO QUALIFY A5 H16H EFFICACY. o DECORATIVE, MONOCHROMATIC, LED's ARE THE EXCEPTION TO THIS RULE. LED LANDSCAPE LUMINAIRES ARE ALSO NOT REQUIRED TO BE CERTIFIED TO THE COMMISSICN FOR COMPLIANCE WITH JOINT APPENDIX JAB. ELECTRICAL SYMBOLS 7 NOTE: PROVIDE ELEC. POWER TO M.W. 4 VENT HOOD. VERIFY LOCATIONS NOTE: INSTALL UNDER w/ EQUIP. MFR. CABINET LIOHTINO WP OF r '�. I- 010 9 6FI- -6FIJ � O 6FI yi.� /- `✓ j / M -AFI _ 4NOTE: "-' K_ - ----� ^-� '1 INSTALL WHOLE I /� I HO 5E FAN w/ - TI R 5WITGH 6FI =6FI I T TTT ills\ ,FI. 3' TO 6ARA6E max. OUTDOOR LIGHT yip 6FI ELECT. lk SUB PANEL `�v V_-� 74`1 � I I I I I I Fr7 ;0D[Ct�N^LIANIICE Ll t Electrical 1/411=11-011 ❑ I ❑ 04 T_ cm CD N (D Lo M Lo coo) SINGLE POLE 5WITGH co CLO. MTD. FIXT. 516NAL PUSH BUTTON �3 THREE WAY 5WITGH -�- RECESSED CLO. FIXT. D LICHTIN6 TRANSFORMER �RHE05TAT 5WITGH C\2 FLUORESCENT CLO. FIXT. I�■�I PANEL BROADDRECESSED �W DIMMF-"-WAY 5WITGH U MINI RECESSED CLO. FIXT. cd U ELEC. DISCONNECT 5WITGH FLUORESCENT O HEAT LAMP T TIMER .x U O L_ WALL MTD. FIXTURE W 120v DUPLEX RECEPT. N FLUORESCENT FIXT. 8 BELL �_q 0 220 VOLT OUTLET M Lo TRACK FIXTURE 110 V. SMOKE DETECTOR ❑ ❑ GM IIOv CARBON MONOXIDE O PENDANT L16HTS � ALARM w/ BATTERY BACKUP QUAD. RECEPT. SCONCE FIXTURE EXHAUST FAN FLOOR OUTLET SPOT LIGHT FIXTURE F'6=}- FUEL GAS OUTLET OO JUNCTION BOX� FLUORESCENT FIXTURE HB �- HOSE E3155 ® WHOLE HOUSE VACUUM CONNECTION GEILIN6 FAN w/ LIGHT UNDER CABINET LIOHTIN6 NOTE: PROVIDE ELEC. POWER TO M.W. 4 VENT HOOD. VERIFY LOCATIONS NOTE: INSTALL UNDER w/ EQUIP. MFR. CABINET LIOHTINO WP OF r '�. I- 010 9 6FI- -6FIJ � O 6FI yi.� /- `✓ j / M -AFI _ 4NOTE: "-' K_ - ----� ^-� '1 INSTALL WHOLE I /� I HO 5E FAN w/ - TI R 5WITGH 6FI =6FI I T TTT ills\ ,FI. 3' TO 6ARA6E max. OUTDOOR LIGHT yip 6FI ELECT. lk SUB PANEL `�v V_-� 74`1 � I I I I I I Fr7 ;0D[Ct�N^LIANIICE Ll t Electrical 1/411=11-011 ❑ I ❑ 04 T_ cm CD N (D Lo M Lo coo) d 0 O co �lld . FEE* 1 co ^Vco W m m I cd C\2 L O I�■�I U O _ � U Z cd U O .x U O L_ W N Cot Z �_q 0 M Lo w ❑ ❑ ❑ ❑ Date 8-I-16 ❑ ❑ SHEET :3 of 5 u LI ❑ I I[] co O w I cd C\2 -'--' O O _ � n F -+-I Z cd U O 4-4 W W N >U � a �_q 0 w z O � ❑ ❑ Date 8-I-16 ❑ ❑ SHEET :3 of 5 u LI ❑ I I[] NORTH ELEVATION 1/811=11-011 EAST ELEVATION 2X4 TRIM a CORNERS, 4" DRS. AND WDWS. (PROVIDE OPTION FOR 6" TRIM, VERIFY w/ DE51ONER A3Z2 (9 &t _L.0 O.G. T"rP., U ROOF PLY. ROOF PLAN NOTES: I. ROOF FRAMING SHALL BE PRE -MFR. TRUSSES a 24" O.G. 2 ROOF PITCH SHALL BE '7:12, TYPICAL. SOLID BL< 3. ROOF OVERHANG SHALL BE 24" TYPICAL, U.O.N. 4 ROOF COVERING SHALL BE 5TANDING SEAM METAL o/ 15# FELT o/ 1/2" GDX PLYWOOD. VERIFY MFR. AND ROOF COLOR w/ OWNER 4 DESIGNER. 5. PROVIDE ATTIC VENTILATION EQUAL TO 1/300 (ONE 50. FT. VENTILATION PER 300 50. FT. OF ATTIC SPACE) 2 F.A Y F. DETAIL INSTALL (6) EAVE VENTS w/ 61 50. IN. NEVA EA. INSTALL (2) GABLE END VENTS w/ MIN. 183 50. IN. NEVA EA. 2x8 BARGE, TYP. 2xa BAND SIDING SEAM. ('Z' FLASH TOP) GEMENT BD. SIDING w/ GEMENT BD. IX4 BATTENS OVER a 16" O.G. INSTALL UNDERLAYMENT MEETING SIDING MFR. SPECS. AND SEG. R703.2 SOUTH ELEVATION WEST ELEVATION Garaae Exterior Eleva 1/411=11-011 O 0 O 51 ^Ni INi SEAM i T IL FASCIA GUTTER TTP. AT ALL EAVES ROOF ao F K '1 22 x 30" I ATTIC, W L ACGE55 -1:12 -7:12 NORTH ELEVATION 1/811=11-011 EAST ELEVATION 2X4 TRIM a CORNERS, 4" DRS. AND WDWS. (PROVIDE OPTION FOR 6" TRIM, VERIFY w/ DE51ONER A3Z2 (9 &t _L.0 O.G. T"rP., U ROOF PLY. ROOF PLAN NOTES: I. ROOF FRAMING SHALL BE PRE -MFR. TRUSSES a 24" O.G. 2 ROOF PITCH SHALL BE '7:12, TYPICAL. SOLID BL< 3. ROOF OVERHANG SHALL BE 24" TYPICAL, U.O.N. 4 ROOF COVERING SHALL BE 5TANDING SEAM METAL o/ 15# FELT o/ 1/2" GDX PLYWOOD. VERIFY MFR. AND ROOF COLOR w/ OWNER 4 DESIGNER. 5. PROVIDE ATTIC VENTILATION EQUAL TO 1/300 (ONE 50. FT. VENTILATION PER 300 50. FT. OF ATTIC SPACE) 2 F.A Y F. DETAIL INSTALL (6) EAVE VENTS w/ 61 50. IN. NEVA EA. INSTALL (2) GABLE END VENTS w/ MIN. 183 50. IN. NEVA EA. 2x8 BARGE, TYP. 2xa BAND SIDING SEAM. ('Z' FLASH TOP) GEMENT BD. SIDING w/ GEMENT BD. IX4 BATTENS OVER a 16" O.G. INSTALL UNDERLAYMENT MEETING SIDING MFR. SPECS. AND SEG. R703.2 SOUTH ELEVATION WEST ELEVATION Garaae Exterior Eleva 1/411=11-011 Garaae Roof Plan NOTE: PRE -SATURATE 501L AT NEW FOUNDATION TO A DEPTH OF Ib" MIN. PRIOR TO CONCRETE POUR. VERIFY SATURATION. FINISH GRADE II a I��IIIIIIIII IIIIIIII NAT. 05R. 1=III x.75 II=III— MIN., -III—III :Illilllllll a tions P.T. SILL w/ 1/2" DIA. X 12" A.B. a 6'0.0. 4 12" MAX. FROM ENDS w/ 3"X3"X.2g0T" PLATE WASHERS, TYP I GAL 4" GONG. SLAB o/ 6 MIL. VAPOR BARRIER MIN. 4" GLEAN GRAVEL. REINFORCE PER FOUNDATION PLAN AND PRE -SATURATE 501L TO Ib" DEPTH PRIOR TO POUR a a� III=1 I-1 11=1I 1=1 11=1I —I I z Illi 111 1111 j 11111 -III. IT 1211 #4 TOP I$ 80TTOM NOTE: Fasteners for preservative -treated wood. Fasteners, including nuts and washers, for preservative treated wood shall be of hot -dipped, zinc -coated galvanized steel, stainless steel, silicon bronze or copper. Coating types and weights for connectors In contact with preservative -treated wood shall be in accordance with the connector mfr's. recommendations. In the absence of manufacturer's rccommendatlon5, a minimum of ASTM A 653 type 6I55 zinc -coated galvanized steel, or egyivaient, shall be used. PER SECTION R311.3.1 � OAR. PERIMETER FOOTINO 1 II = if—oil 24'-0" 0 4" CONCRETE SLAB ON GRADE (2500 P51) o/ VAPOR BARRIER o/ MIN 4" GLEAN ERAVEL. 2 REINFORCED W/ WELDED WIRE FABRIC OR #4 I BAR a 24" O.G. EA WAY OR #3 BAR a 18" O.G. I 2 I EA WAY. I TYP. PROVIDE 4a" 50. I GONG. LANDING AT MAN DOOR. LANDING SHALL NOT BE MORE IL THAN 7.775" BELOW LL w IGARAGE FIN. FLOOR. o- I O� R.O. FOR Ul — 3' DOOR I o I R.O. FOR 16' DOOR 4'-0" ,,,.-,.o. Garage Foundation Plan I` TYR 1/4" = 1'-0" PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE 1 COMPLIANCE DATE ..:. :.�1y1lL.. _.. FAY 7�C) -5TANDING SEAM MET. ROOF o/ 15# FELT o/ GDX PLYWD. OR OSB. H/ ad's a 6",12". VERIFY MFR. 4 COLOR H/ OWNER. 12 PRE -MFR. TRUSSES a 24" O.G. 5/a" GYP. BD. a GLC. 1/2" GYP. BD. a WALLS 2 X 6 STUDS a 16" O.G. SEE FOUNDATION PLAN SECTION A/4 BRACED NALL. PANELS OALTERNATE BRACED WALL PANEL - NAIL 5/6" PLY w/ 6d COMMON OR GALV. BOX NAILS • b" O.G. AT DBL. STUD PANEL EDGES 4 12" O.G. AT PANEL INTERIOR SUPPORTS. HOLDDOWN DEVICE SHALL PROVIDE UPLIFT CAPACITY OF 1600 LBS. EA. N1 (2)2X4 OR 4X4 EA. HOLDOWN. SEE HOLDOWN SPEC. ON FLOOR PLAN AND FOUNDATION PLANS. ONET 3/6" COX PLYWD. W/bd's a 6',12" O.G. O1/2" MIN. THICK GYP. BD. (4 FT. SHTS) W/5d • -7" O.G. • ALL SUPPORTS, 6 FT. MIN. LENGTH OR 4 FT. MIN. LENGTH IF APPLIED TO BOTH SIDES. O4 NET 3/6" THICK HARDBOARD PANEL 51DING WITH bd • 4", 6" O.G. BRACED WALL NOTESi I. SILL NAILING AT BRACED WALL PANELS SHALL BE ibd a 5" O.G. (WHERE APPLICABLE). 2. PANEL SHALL SPAN THREE STUD BAYS, BE 4'-0" MIN. WIDE, AND HAVE ALL EDGES BLOCKED. 3. WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH BRACED WALL PANELS. 4. SILL PLATES SHALL BE FASTENED WITH ANCHOR BOLTS PER DETAIL FOUNDATION PLAN AND DETAIL 1/2 OO 2540 SH 0 150A MAIN ELECT. PANEL 1— "1 22 x 30" I< I ATTIC A L _ ,j ACCESS 4 O ARAO tZ _ - �' o Q' PLATE ' N N 3068.E t ,ODr Chi! PL16al�% I6' x b' GAR. DR. i o i O N C� N CD co Co O 0 O (mss CODrn ao F K '1 22 x 30" I ATTIC, W L ACGE55 -1:12 -7:12 6x5D.F.#1 �D o TYP. HEADER (B2) 5 1/4" x a 1/4" LVL I.aE.2600 Flo (BI) Y U 70 Garaae Roof Plan NOTE: PRE -SATURATE 501L AT NEW FOUNDATION TO A DEPTH OF Ib" MIN. PRIOR TO CONCRETE POUR. VERIFY SATURATION. FINISH GRADE II a I��IIIIIIIII IIIIIIII NAT. 05R. 1=III x.75 II=III— MIN., -III—III :Illilllllll a tions P.T. SILL w/ 1/2" DIA. X 12" A.B. a 6'0.0. 4 12" MAX. FROM ENDS w/ 3"X3"X.2g0T" PLATE WASHERS, TYP I GAL 4" GONG. SLAB o/ 6 MIL. VAPOR BARRIER MIN. 4" GLEAN GRAVEL. REINFORCE PER FOUNDATION PLAN AND PRE -SATURATE 501L TO Ib" DEPTH PRIOR TO POUR a a� III=1 I-1 11=1I 1=1 11=1I —I I z Illi 111 1111 j 11111 -III. IT 1211 #4 TOP I$ 80TTOM NOTE: Fasteners for preservative -treated wood. Fasteners, including nuts and washers, for preservative treated wood shall be of hot -dipped, zinc -coated galvanized steel, stainless steel, silicon bronze or copper. Coating types and weights for connectors In contact with preservative -treated wood shall be in accordance with the connector mfr's. recommendations. In the absence of manufacturer's rccommendatlon5, a minimum of ASTM A 653 type 6I55 zinc -coated galvanized steel, or egyivaient, shall be used. PER SECTION R311.3.1 � OAR. PERIMETER FOOTINO 1 II = if—oil 24'-0" 0 4" CONCRETE SLAB ON GRADE (2500 P51) o/ VAPOR BARRIER o/ MIN 4" GLEAN ERAVEL. 2 REINFORCED W/ WELDED WIRE FABRIC OR #4 I BAR a 24" O.G. EA WAY OR #3 BAR a 18" O.G. I 2 I EA WAY. I TYP. PROVIDE 4a" 50. I GONG. LANDING AT MAN DOOR. LANDING SHALL NOT BE MORE IL THAN 7.775" BELOW LL w IGARAGE FIN. FLOOR. o- I O� R.O. FOR Ul — 3' DOOR I o I R.O. FOR 16' DOOR 4'-0" ,,,.-,.o. Garage Foundation Plan I` TYR 1/4" = 1'-0" PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE 1 COMPLIANCE DATE ..:. :.�1y1lL.. _.. FAY 7�C) -5TANDING SEAM MET. ROOF o/ 15# FELT o/ GDX PLYWD. OR OSB. H/ ad's a 6",12". VERIFY MFR. 4 COLOR H/ OWNER. 12 PRE -MFR. TRUSSES a 24" O.G. 5/a" GYP. BD. a GLC. 1/2" GYP. BD. a WALLS 2 X 6 STUDS a 16" O.G. SEE FOUNDATION PLAN SECTION A/4 BRACED NALL. PANELS OALTERNATE BRACED WALL PANEL - NAIL 5/6" PLY w/ 6d COMMON OR GALV. BOX NAILS • b" O.G. AT DBL. STUD PANEL EDGES 4 12" O.G. AT PANEL INTERIOR SUPPORTS. HOLDDOWN DEVICE SHALL PROVIDE UPLIFT CAPACITY OF 1600 LBS. EA. N1 (2)2X4 OR 4X4 EA. HOLDOWN. SEE HOLDOWN SPEC. ON FLOOR PLAN AND FOUNDATION PLANS. ONET 3/6" COX PLYWD. W/bd's a 6',12" O.G. O1/2" MIN. THICK GYP. BD. (4 FT. SHTS) W/5d • -7" O.G. • ALL SUPPORTS, 6 FT. MIN. LENGTH OR 4 FT. MIN. LENGTH IF APPLIED TO BOTH SIDES. O4 NET 3/6" THICK HARDBOARD PANEL 51DING WITH bd • 4", 6" O.G. BRACED WALL NOTESi I. SILL NAILING AT BRACED WALL PANELS SHALL BE ibd a 5" O.G. (WHERE APPLICABLE). 2. PANEL SHALL SPAN THREE STUD BAYS, BE 4'-0" MIN. WIDE, AND HAVE ALL EDGES BLOCKED. 3. WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH BRACED WALL PANELS. 4. SILL PLATES SHALL BE FASTENED WITH ANCHOR BOLTS PER DETAIL FOUNDATION PLAN AND DETAIL 1/2 OO 2540 SH 0 150A MAIN ELECT. PANEL 1— "1 22 x 30" I< I ATTIC A L _ ,j ACCESS 4 O ARAO tZ _ - �' o Q' PLATE ' N N 3068.E t ,ODr Chi! PL16al�% I6' x b' GAR. DR. i o i O N C� N CD co Co O 0 O (mss CODrn ao LO W O � C\2 Cd �I U O �D o O 4-4 ^1 W Y U 70 p� a O`" Z M LO cd ] [ I Co Il O W O � C\2 Cd O �D O O O 4-4 U p� a O`" O cd w U � Q) w W a) O I RES 1 DENT I AL C BEEN BU I LD I NC FEATURE5 4 MEA5URE5 INSTRUCTI ON5: I. Fill In all of the spaces In the "Method of Compliance" column bg speclfing how compliance 1s achieved (i.e. proposed products or design) and speclfy the sheet number of the plans where compliance Is shown. 2. The "Verification" columns indicate when verification will occur: plan review, Inspection, or both. If documentation Is checked, documentation showing compliance Is to be provided to the Building Inspector pric^ to final inspection approval. ❑ COMPLIANCE VERIFICATION FEATURES � MEASURES METHOD 171 1171 showerheads shall not o type. Any installed wood - Plan Review Inspector Documentation SITE DEVELOPMENT 4.106.2 A plan is developed and implemented to manage N/A 4.303.3 Plumbing fixtures ❑ ❑ storm water drainage during (water closets and urinals) and fittings (faucets and WATER USE GALL. ❑ construction. showerheads) shall comply 4.505.2 Vapor retarder and capillary breaks Is installed pellet stoves and fireplaces 4.106.3 The site shall be W with specified performance. N shall also comply with planned and developed to OUTDOOR HATER USE 4.304.1 Automatic Irrigation N/A keep surface water away systems controllers installed POLLUTANT CONTROL from buildings. Construction FOUDATION PLAN ❑ at the time of final inspection 4.504.1 Duct openings and plans shall indicate how site 5HT. 2 shall be weather -based. other related air distribution grading or a drainage EHANCED DURABILITY 4 REDUCED MAINTENANCE 4.406.1 Joints and openings. system will manage all INDOOR AIR QUALITY 4 EXHAUST Annular spaces around pipes, surface waterflows. electric cables, conduits or ENERGY EFFICIENCY GENERAL 4.201.1 Low-rise residential other openings in plates at SHT. 5 buildings shall meet or exterior walls shall be exceed the minimum ENERSY ® ❑ 4.507.1 Hhole house exhaust standard design required by CALCULATIONS passage of rodents by closing fans shall have insulated louvers or covers which close the California Energy such openings with cement when the fan is off. Covers or Standards. mortar, concrete masonry or louvers shall have a minimum HATER EFFICIENCY 4 CONSERVATION - INDOOR USE 4.303.1 Indoor water use similar method acceptable to insulation value of R-4 2. SHT. 6 shall be reduced by at least the enforcing agency. 4.507.2 Duct systems are 20 percent using one of the CONSTRUCTION HASTE REDUCTION, DISPOSAL RECYCLING 4.408.1 A minimum of 50 following methods ROC, and other toxic percent of the construction waste generated at the site I. Hater saving fixtures or flow restrictors shall SHEET 6 WATER USE GALL. V\`1 ❑ be used. 4.504.2.4 Documentation salvage. 2. A 20% reduction is SHEET 6 shall be provided to verify BUILDING MAINTENANCE 4 OPERATION 4.410.1 An operation and baseline water use shall KATER U5E GALL. that comb. dant VOG limit 2ci-D (Manual D) or maintenance manual shall be be demonstrated. ❑ ❑ equive-,ent. provided to the building page I of 4 cont. from pq. I 4.505.2 Hhen using the SHEET 6 4.503.1 Any Installed gas 00 rn calculation method specified WATER U5E GALL. ❑ ❑ D in Section 4.303.1 multiple O vent sealed -combustion 171 1171 showerheads shall not o type. Any installed wood - exceed maximum f low rates. DOW stove or pellet stove shall comply with US EPA Phase 11 FLOOR PLAN ❑ 4.303.3 Plumbing fixtures SHEET 6 emission limits where SHT. I (water closets and urinals) and fittings (faucets and WATER USE GALL. ❑ W showerheads) shall comply 4.505.2 Vapor retarder and capillary breaks Is installed pellet stoves and fireplaces a W with specified performance. N shall also comply with OUTDOOR HATER USE 4.304.1 Automatic Irrigation N/A systems controllers installed POLLUTANT CONTROL ❑ ❑ ❑ at the time of final inspection 4.504.1 Duct openings and shall be weather -based. other related air distribution EHANCED DURABILITY 4 REDUCED MAINTENANCE 4.406.1 Joints and openings. INDOOR AIR QUALITY 4 EXHAUST Annular spaces around pipes, electric cables, conduits or ELECTRICAL PLAN other openings in plates at SHT. 5 exterior walls shall be ® ❑ protected against the 4.507.1 Hhole house exhaust VENTILATION passage of rodents by closing fans shall have insulated louvers or covers which close EXHAU5T NOTATION of WHOLE BUILDING such openings with cement when the fan is off. Covers or VENTILATION mortar, concrete masonry or louvers shall have a minimum REQUIREMENTS similar method acceptable to insulation value of R-4 2. SHT. 6 the enforcing agency. 4.507.2 Duct systems are CONSTRUCTION HASTE REDUCTION, DISPOSAL RECYCLING 4.408.1 A minimum of 50 ROC, and other toxic percent of the construction waste generated at the site ❑ compounds. is diverted to recycle or 4.504.2.4 Documentation salvage. shall be provided to verify BUILDING MAINTENANCE 4 OPERATION 4.410.1 An operation and that comb. dant VOG limit 2ci-D (Manual D) or maintenance manual shall be ❑ ❑ equive-,ent. provided to the building been used. 5. Select heating and occupant or owner. 4.504.5 Carpet and carpet systems shall be compliant cooling equipment page 2 of 4 cont. from pg. 2 ENVIRONMENTAL QUALITY FIREPLACES 4.503.1 Any Installed gas 00 rn medium density fiberboard rn fireplace shall be a direct 'c D (MDF) and hardwood O vent sealed -combustion 171 1171 plywood used in interior finish o type. Any installed wood - systems shall comply with low DOW stove or pellet stove shall comply with US EPA Phase 11 FLOOR PLAN ❑ formaldehyde emission emission limits where SHT. I standards. � applicable. Hoodstoves, W INTERIOR MOISTURE CONTROL 4.505.2 Vapor retarder and capillary breaks Is installed pellet stoves and fireplaces a W N shall also comply with O at slab on grade foundations. applicable local ordinances. 4.505.5 Moisture content of POLLUTANT CONTROL U) ® ❑ building materials used in wall 4.504.1 Duct openings and and floor framing Is checked other related air distribution before enclosure. component openings shall be INDOOR AIR QUALITY 4 EXHAUST covered during construction. 4.504.2.1 Adhesives, ELECTRICAL PLAN sealants and caulks shall be SHT. 5 compliant with VOG and other toxic compound limits. 4.507.1 Hhole house exhaust VENTILATION 4.504.2.2 Paints, stains and other coatings shall be fans shall have insulated louvers or covers which close EXHAU5T NOTATION of WHOLE BUILDING compliant with VOG limits when the fan is off. Covers or VENTILATION 4.504.2.5 Aerosol paints louvers shall have a minimum REQUIREMENTS and coatings shall be insulation value of R-4 2. SHT. 6 compliant with product 4.507.2 Duct systems are weighted MIR limits for sized, designed, and ROC, and other toxic equipment is selected using compounds. the following methods: 4.504.2.4 Documentation 2. Size duct systems shall be provided to verify according to ALGA TABLE '1.1 that comb. dant VOG limit 2ci-D (Manual D) or SHT. 6 finish materials have equive-,ent. been used. 5. Select heating and 4.504.5 Carpet and carpet systems shall be compliant cooling equipment ❑ ❑ with VOC limits. according to ALGA page 5 of 4 cont. from pg. 5 4.504.5 Particleboard, 0 0 O CQ 00 rn medium density fiberboard rn 'c D (MDF) and hardwood O 171 1171 plywood used in interior finish o systems shall comply with low DOW L formaldehyde emission IJ—I Z standards. � N W INTERIOR MOISTURE CONTROL 4.505.2 Vapor retarder and capillary breaks Is installed FOUDATION PLAN a W N SHT. 2 O at slab on grade foundations. � 4.505.5 Moisture content of U) ® ❑ building materials used in wall and floor framing Is checked before enclosure. INDOOR AIR QUALITY 4 EXHAUST 4.506.1 Exhaust fans which terminated outside the ELECTRICAL PLAN building are provided in SHT. 5 every bathroom. ENV I ROMENTAL COMFORT 4.507.1 Hhole house exhaust VENTILATION fans shall have insulated louvers or covers which close EXHAU5T NOTATION of WHOLE BUILDING when the fan is off. Covers or VENTILATION louvers shall have a minimum REQUIREMENTS insulation value of R-4 2. SHT. 6 4.507.2 Duct systems are sized, designed, and equipment is selected using the following methods: 2. Size duct systems according to ALGA TABLE '1.1 2ci-D (Manual D) or SHT. 6 equive-,ent. 5. Select heating and cooling equipment ❑ ❑ according to ALGA 36-5 (Manual S) cr equivalent. INSTALLER 4 SPECIAL INSPECTOR QUAL I F I CATI ONS 702.1 HVAC system installers are trained and certified in the proper installation of HVAC systems. page 4 of 4 ELEGTR I CAL 5YMBOL5 51NOLE POLE 5WITGH GLC. MTD. FIXT. �3 THREE WAY 5WITGH -�- REGE55ED CLO. FIXT. RHF-05TAT 5WITGH FLUORE50ENT D RECESSED CLO. FIXT. 7D3 DIMMER/3-WAY 5WITGH MINI REGE55ED GLC. FIXT. TIMER 5WITGH FLUORE50ENT r WALL MTD. FIXTURE DUPLEX REGEPT. FLUORESCENT FIXT. 220 VOLT OUTLET V/P RECESSED GLC. FIXT., SUITABLE FOR DAMP DUPLEX SPLIT WIRED LOCATION' —o- TRACK FIXTURE QUAD. RECEPT. �} PENDANT L 16HT5 FLOOR OUTLET SCONCE FIXTURE O JUNCTION BOX SPOT L I &HT FIXTURE a N OUTLET FLUORE50ENT FIXTURE PHONE OUTLET CEILING FAN w/ LIGHT PHONE, GABLE, AND DOUBLE DUPLEX OUTLET FOR COMPUTER CEILING FAN NO LIGHT 1/419=19-011 PERMIT # �/4-01'7 ) 116 -1,R16 BUTTE COUNTY bEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE% BY E .r-r'ti:,.�1M: 1=OR CODE C;OMIP' IANCsE OUTDOOR 1-15HTIN6 ON L I SHT 5EN50R d T I MER A AUG 10 2016 Garaae Electrical Plan 150A MAIN ELECT. PANEL ❑ ❑ IF, N rn rn N rn LO 0 M LO N' W 0 0 O CQ 00 rn rn 'c D L Cc O •tel o DOW L IJ—I Z M � N W co pq N' W O CQ co O D O DOW D IJ—I W Q � N W co pq > a W N O � U) Date 8-1-16 SHEET 5 of 5 ❑ ❑ GENERAL NOTES: HOLDOWNS: I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE 1. ALL HOLDOWNS ARE SIMPSON STRONG -TIE OR EQUIVALENT. II Iz ll I II CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. LOCATION OF HOLDOWN5 ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF ARCH. GONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING F.O.S. HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. �l CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY 3• ALL HOLDOWNS ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. ASSEMBLY REGULATIONS. FRAMING OPWO.OPENING 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE 51MILAR TO DETAILS FOR SIMILAR LUMBER AND CARPENTRY: CONSTRUCTION SHOWN ON PLAN. FOOT OFF. OPPOSITE 4. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. I. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED 15 SIMPSON PRODUCTS OR ORI&.ORI&INAL GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM WITH APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR BETWEEN MOISTURE CONTENT OF 11.9. MAX LOADING. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL 11 OR G -D GRADE WITH EXTERIOR 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK &A. GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF 3. STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVALENT APA RATED BLOCKING RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK GALVANIZED ORIENTED STRAND BOARD (OSB). N.N.F. AFFECTED. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED 7. NO STRUCTURAL MEMBERS SHALL BE GUT, NOTCHED, OR OTHERWISE PENETRATED PSI POUNDS PER SQUARE INCH DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON 5. STRUCTURAL MEMBERS SHALL NOT BE GUT OR NOTCHED UNLESS SPECIFICALLY NOTED GANG -NAIL TRUSS THESE DRAWINGS. AND OR DETAILED OR 15 IN ACCORDANCE WITH THE GBG. 8. PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, ANY OF THESE DRAWINGS. EXCEPT WHEN LEDGERED. cl. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL 7. GROSS -BRIDGING SHALL BE PROVIDED AT 8' O.G. FOR DIMENSIONED FLOOR JOIST AT ENGINEER FOR ANY NEEDED CLARIFICATIONS. CONSTRUCTION JOINT OVER 10" IN DEPTH. GROSS -BRIDGING SHALL BE PROVIDED AT 10' O.G. FOR 10. STAIRS: RISE 4 MINIMUM TO 7.0 MAXIMUM; RUN 11 MINIMUM; HEADROOM 6 -8 MINIMUM; X (:P- DIMENSIONED ROOF RAFTERS OVER 10 IN DEPTH. USE SOLID BLOCKING OR AN CLR. WIDTH 36" MINIMUM PER GBG. H.S.B. APPROVED METAL TYPE BRIDGING. 11. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, 8. ALL NAILING TO BE PER GBG TABLE 2304.11.1, UNLESS OTHERWISE NOTED. CONCRETE MASONRY UNIT LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30" ABOVE q. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR (P GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. COL. MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 34" TO 38" ABOVE TREAD RAD., r. RADIUS PANELS A MINIMUM OF 4'. EQUALS NOSING PER GBG. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT 13. PROVIDE ATTIC, ACCESS FOR ALL ATTIC, AREAS WITH 30" OR MORE IN HEIGHT, MIN. � FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. AS REQUIRED AND CONN. ACCESS SIZE 15 22"X30" OR 30"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN I.D. REQUESTED BY THE GENERAL CONTRACTOR. REQ'D. REQUIRED ATTIC. 11. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE 14. PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 108. INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB 14.1. NO SPECIAL INSPECTION REQUIRED FOR THIS PROJECT. ON METAL POST BASE. (EXCEPTION; P05TS OR COLUMNS OF APPROVED WOOD WITH CONTINUOUS IN. INCH NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) P05TS OR COLUMNS RESTING DESIGN CRITERIA: ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE INT. INTERIOR GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO 1. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: DBL. CONCRETE SHALL BE SECURED WITH A SIMPSON PBS ANCHOR OR EQUIVALENT, UNLESS I.I. SEISMIC: S.B. SOLID BLOCKING NOTED OTHERWISE. -SEISMIC IMPORTANCE FACTOR: 1 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN JOIST -MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.643, 51 = 0.267 WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6' IN DIAD. -SEISMIC 51TE GLASS: D JT. WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6'. SECT. SECTION -SEISMIC RESPONSE COEFFICIENTS: SDS = 0.551, SDI = 0.332, Gs = 0.0,55 13. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED DIMENSION -SEISMIC, DESIGN CATEGORY: D WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRUSS OR RAFTER. -BASIC, SEISMIC FORGE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. LT. -RESPONSE MODIFICATION FACTOR: R = 6.5 15. BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A307 MACHINE BOLTS UNLESS -ANALYSIS PROCEDURE: EQUIVALENT STATIC FORGE PROCEDURE OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST 1.2. WIND: SIM SIMILAR EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE -WIND SPEED: 110 MPH NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16" SMALLER -WIND EXPOSURE: B THAN THE BOLT DIAMETER. 1.3. LIVE LOADS 16. HOLES FOR LAG SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH AS THE -SNOW LOAD: 37 PSF SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 70961 OF THE SHANK -RESIDENTIAL FLOOR LOAD: 40 PSF DIAMETER. 17. PROVIDE MALLEABLE IRON WASHERS OR OUT PLATE WASHERS UNDER NUTS AND BOLT SITE WORK AND FOUNDATION: OR LAG SCREW HEADS THAT BEAR ON WOOD. l8. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 75% OF THE I. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL AS PER NAIL SHANK DIAMETER. THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE 111. INSTALL FIRE BLOCKS TO GUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIRE BLOCKS SHALL BE OF 2" PROVIDED. NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 2. IF NO GEOTECHNICAL REPORT WAS PROVIDED, DESIGN 15 BASED ON LOCAL 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. FOUNDATION UNLESS OTHERWISE NOTED. 3. GRADING SHALL BE PROVIDED TO ACCOMPLISH A 5% SLOPE AWAY FROM HOUSE FOR 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID A MINIMUM OF 10'. BLOCKING, UNLESS NOTED OTHERWISE. 4. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE AS REQUIRED. BOTTOM OUTSIDE CORNER OF ANY FOOTING. 23. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALL5 AND AT SHEAR WALLS. 5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER 24. REFER TO MANUFACTURES SPECIFICATIONS FOR DRILLING AND GUTTING HOLES IN WEBS METER LOCATION. OF MANUFACTURED 1-JOI5TS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC FRAMING ALL FRAMING SHALL COMPLY WITH THE CONCRETE: GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED 1. THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI PER GBG. FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 2. ALL GEMENT USED SHALL CONFORM TO ASTM G-150 STANDARDS. 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD 3. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G. THE GBG 1704.6.2. MAXIMUM HORIZONTAL SPACING. 4. CONCRETE SLABS SHALL BE A MINIMUM OF 3.5" THICK PER GBG. SLABS UNDER LIVING MANUFACTURED WOOD TRUSS: AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING BAR OR WIRE MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL 1. DESIGN AND FABRICATION SHALL BE PER GBG STANDARDS AND ALL IGBO RESEARCH LIVING AREAS OR AS RECOMMENDED BY SOILS REPORT. REPORTS. 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM G-33 FOR STANDARD 2. INCREASES IN ALLOWABLE STRESSES FOR ASSEMBLIES OF REPETITIVE FRAMING SHALL WEIGHT CONCRETE ANDS ASTM G-330 FOR LIGHT WEIGHT CONCRETE. NOT BE ALLOWED. 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE 3. WHERE TRUSSES ARE INSTALLED AS BLOCKING, TRUSSES MUST BE DESIGNED TO THAN THREE PARTS SAND. TRANSMIT DIRECT AXIAL WALL LOADS. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN 4. PROVIDE TRUSS DRAWINGS SHOWING TRUSSES, REQUIRED BLOCKING, BRACING AND APPROVED CURING COMPOUND. HANGERS, CALCULATIONS WITH SIGNATURE OF RESPONSIBLE LICENSED ENGINEER ON 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR ALL PAGES. MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. 5. INSTALL TRUSSES PER MANUFACTURES RECOMMENDATIONS AND THESE DRAWINGS. 11. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. 6. ALL GABLE END TRUSSES SHALL BE STRUCTURAL TRUSSES WITH INFILL. FOR CONCRETE WALKS, SLABS, AND OTHER FLAT WORK. 7. ALL LATERAL WEB BRACING IS REQUIRED TO TERMINATE AT AN EXTERIOR BEARING 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM WALL. G-134. 5 SACKS OF GEMENT PER GUBIG YARD OF CONCRETE. GEMENT TO BE PER ASTM 8. DO NOT ATTACH TRUSSES TO NONBEARING WALLS UNLESS USING SIMPSON 5TC CLIPS, G-150 TYPE I OR 2. UNLESS NOTED OTHERWISE ON PLAN. 1i. IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY SITE DIMEN51ONS TO THOSE OF REINFORCING STEEL: THE TRUSS CALCULATIONS PRIOR TO ORDERING TRUSSES FOR THE PROJECT. 1. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED EIRE FABRIC 15 TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES. 2. ALL BARS SHALL BE DEFORMED PER ASTM A305. 3. ALL BARS SHALL BE GLEAN AND FREE OF L005E FLAKY RUST, OPEASE OR OTHER BOND IMPAIRING MATERIALS. 4. ALL BENDS SHALL BE MADE GOLD. 5. SPLICING OF BARS IN CONCRETE SHALL HAVE LAPPING OF 30 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, NO NET SETTING WILL BE ALLOWED. ANCHOR BOLTS: 1. TYPICAL SIZE AND SPACING SHALL BE 1/2" (P WITH A MINIMUM OF 7" EMBED INTO THE FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR SINGLE STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS. 2. PLATE WASHERS A MINIMUM SIZE OF 3"X3"X0.2211" SHALL BE USED ON EA. BOLT. 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT ALL HOUSE AND GARAGE PERIMETER WALLS AND AT ALL INTERIOR SHEAR WALLS. 4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD DIAMETER AND WASHER AND A MINIMUM OF 2.5" LONG. 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH END, OR TWO BOLTS BETWEEN HOLDOWNS. 6. AS A REPAIR FOR MISPLACED OR MISSING ANCHOR BOLTS 51MPSON 5/8"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF 4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANCHORS PER MANUFACTURES SPECIFICATIONS. SKEAN NALL SGHEDULE WALL SYSTEM STRENGTH: 173 PLF SEISMIC �c 173 PLF WIND 3/8 STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) (b" O.G. © EDGES 12" O.G. @ FIELD 1/2"4) ANCHOR BOLT SPACING 72" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d 6" O.G. (COMMON, BOX OR SINKER) LN ALL SYSTEM STRENGTH: 260 PLF SEISMIC, I 260 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. ® EDGES 12" O.G. ® FIELD 1/2"(P ANCHOR BOLT SPACING 48" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d © 4" O.G. (COMMON, BOX OR SINKER) ALL SYSTEM STRENGTH: 364 PLF SEISMIC LN 511 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. © EDGES 12" O.G. © FIELD 1/2"0 ANCHOR BOLT SPACING 24" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d © 3" O.G. (COMMON, BOX OR SINKER) T` F. SHEAR NALL. NOTES I. WHEN T-1-11 51DINO 15 USED FOR SHEAR PLY. INSTALL DOUBLE STUDS STITCH NAILED W/ 16d'S 12" O.G. OR 3X MEMBER AT ALL PANEL JOINTS AND EDGE NAIL EACH PANEL AT JOINTS. 2. 8d COMMON OR HOT DIPPED GALVANIZED NAILS TO BE (2 1/2" X 0.131") 3. ALL NAILS FASTENED TO PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. 4. PLATE WASHERS TO BE WITHIN 1/2" OF PLY5IDE OF SILL PLATE FOR ALL ANCHOR BOLTS. TYF I CiAL FRAM I NO NOTES I. ALL HEADERS a INTERIOR BEARING WALLS $ EXTERIOR WALLS ARE 4X12 OR 6X8 UNO. 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS 16d'S @ 12" O.G. 3. WHERE RAKED WALLS OCCUR ALL STUDS SHALL BE BALLOON FRAMED TO BOTTOM CORD OF TRUSS, RAFTER, ROOF SHEATHING OR CEILING JOIST. 4. PROVIDE SOLID BLOCKING IN FLOOR CAVITY UNDER STRUCTURAL POSTS. PROVIDE MATCHING P05TS EXTENDING TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF SIMPSON STRONG -TIE COMPANY, INC. OR EQUAL. 6. WHERE GIRDER TRUSS OCCU%S, PROVIDE FULL BEARING SUPPORT U51NO BUILT-UP 2X STUDS OR 4X POST, UNLESS NOTED OTHERWISE. 7. ALL FASTENERS PENETRATING PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. TABLE OF ABBREVIATIONS TYFlGAL LUMBER ORADES o z W ° �S 4 z �tAQ WJz_ H0[ CL �Zw .11-°z I. 2X, 4X BEAMS, HEADERS AND POSTS DF#2 OR BETTER. 0 �" d) = v * O � � � Y wzz �.-�LI��Z Mottv 2. 6X BEAMS, HEADERS AND POSTS DF#I OR BETTER. Z Q �� O J z oO O W WQ�Lux�tLfluWLuoo- � 3. 2X JOISTS AND RAFTERS DF#2 OR BETTER. z=-�t-IY Oz 0- pLl i~wz=pzu-p_l"'Q% <H 4. 2X STUDS 10' MAX HEIGHT DF#5 OR BETTER. z F- a, 13:c U- ();3 z m ° � Q 4 Q IU ��°-dl Oma}-UWLIWDWNQ� Q q_W �W�NOz 4d 5. 2X4 STUDS 14' NONBEARING DF#2 OR BETTER. V d Z? W z v 0 Z < Z W Z z� zF- LIZPQILQ�ffgo-W 6. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. p p OU % d 7. 2X6 STUDS 20' NONBEARING DF#2 OR BETTER. U 11 8. ROOF PLY TO BE 1/2" GDX (32/1(o) OR 055 STAGGER JOINTS $ RUN I�- PERPENDICULAR TO ROOF FRAMING. NAIL WITH 8d'5 6" O.G. © EDGES AND BOUNDARY 12" O.G. FIELD UNO. z cl. FLOOR PLY. TO BE 3/4" T/G (48/24) OR EQUIVALENT 05B STAGGER JOINTS $ RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN WITH 8d'S O.G. (9 EDGES AND BOUNDARY 12" O.G. FIELD UNO. II Iv LLL II Iz LuI II v PERMIT# __�>.OS BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE-- // 7�! BY p l� A.B. ANCHOR BOLT F.O.G. FACE OF CONCRETE O.G. ON CENTER II Iz ll I II ANG. ANCHOR F.O.M. FACE OF MASONRY O.D. OUTSIDE DIAMETER ARCH. ARCH I TELT F.O.S. FACE OF STUD �l I- W ASSY. ASSEMBLY FRM'G. FRAMING OPWO.OPENING VERT. VERTICAL FT. FOOT OFF. OPPOSITE ., L� FTG. FOOTING ORI&.ORI&INAL W/ WITH BTWN. BETWEEN W/O WITHOUT BLK BLOCK &A. GAGE BLK'&. BLOCKING &ALV. GALVANIZED PLY. PLYWOOD N.N.F. WELDED WIRE FABRIC BM. BEAM G/L CLU -LAMINATED PSI POUNDS PER SQUARE INCH BOT. BOTTOM &/N GANG -NAIL TRUSS PSF POUNDS PER SQUARE FOOT $ AND BR'G. BEARING DL LL HD. HOLDOWN ® AT G.J. CONSTRUCTION JOINT HDR. HEADER QN, QUANTITY X (:P- BY CENTERLINE CLR. CLEAR H.S.B. HIGH STRENGTH BOLTS l G.M.U. CONCRETE MASONRY UNIT HT. HEIGHT (P DIAMETER COL. COLUMN HORIZ. HORIZONTAL RAD., r. RADIUS # EQUALS GONG. CONCRETE REINF. REINFORCING � POUNDS, NUMBER PLATE CONN. CONNECTION I.D. INSIDE DIAMETER REQ'D. REQUIRED CONST. CONSTRUCTION REV. REVISED, REVISION CONT. CONTINUOUS IN. INCH RM. ROOM INT. INTERIOR DBL. DOUBLE J.H. JOIST HANGER S.B. SOLID BLOCKING DIA. DIAMETER JST. JOIST SCHED. SCHEDULE DIAD. DIAGONAL JT. JOINT SECT. SECTION DIM. DIMENSION LT. LIGHT LT.WT. LIGHT WEIGHT SIM SIMILAR DP. DEEP DRWG. DRAWING "E" EXISTING MAX. MAXIMUM M.B. MACHINE BOLT 5.0. 6. SLAB ON GRADE SPEC. SPECIFICATION SQUARE STD. STANDARD FOR CODE C0i,1PL! NICE ,LIC 10 20�; ^y t.I ." 'S-Srxfi'3A,-r' a NGHO ENO. JOB: 16-083 DRAWN BY: SEH GKD.B`(: JPH DATE: 05/l/16 REVISION: O DRANINO NUMBER z v II Iz ll I II � v L �l I- W O NGHO ENO. JOB: 16-083 DRAWN BY: SEH GKD.B`(: JPH DATE: 05/l/16 REVISION: O DRANINO NUMBER z v L v ., L� wOO pmm Em Lu 10 }- DL LL I � l v NGHO ENO. JOB: 16-083 DRAWN BY: SEH GKD.B`(: JPH DATE: 05/l/16 REVISION: O DRANINO NUMBER I. VERT BAR AT ALL I. INSIDE SLEEVE I. 2X FRAMING OR 4d (22 MIN) CORNERS AND BENDS. MIN. IS PIPE DIA. +I " ztu tL 4 N 2: - z j m < N _j - ~ END INTERSECTION FOR HOLDOWN,I SERE z d w O O wO d d + + + + x 0Q 2. (2) VERT BARS AT END OF WALL5. 2. NO PENETRATION ALLOWED WITH IN BOTTOM 1/3 OF FTG. PLAN 2. PLY. SEE PLAN FOR REQUIREMENTS. Q= U w Q= y Q W z Z OC �- I`- wknpOz O w �- O = O -� z=e-�O �}-Z 116, F- v W _ N - �� (0.11 >� 1, I 3. FOOTING Q�J-0-3: Lu fYWzO-1Wl�v�t=- QO IU x LL y z OL 0 O O = 180° "p" I -6 DEEPEN 3. 2X WALL Z3:-,- - Vp N TYP. IF PIPE 15 TO RUNT11 FRAMING. �� 1 j Z= 0 z ►� 0 -1 o z Z z< u- q0 ° q0 ° 135 ° I III=I=1111 BELOW BOTTOM OF FOOTING. 4. 2X FLOOR Z F' A- OK O v Z 1n 0:3< Q Lu pju 0 to to Qi 11 t W MIN. INSIDE MIN. INSIDE 0 111 111 I FRAMING, REFER TO ON}-v-aw= Oz D� = ~ x Q Q BAR SIZE BEND 0 "D" BAR 51ZE BEND (V "D" =I i i 4. NO EXCAVATION D/5 MANUFACTURES z W E O d) dl z Q Z Z Z Q- z} H Z W o- z N #3 #g #3 #5 ALLOWED BELOW L/3 MIN. D MAX RECOMMENDATIONS Q d w <>U OU d Q - 6d - 4d THI5 LINE. L=CLR. SPAN MIN. FOR MANUFACTURED #q - #11 8d #6 - #8 6d I I L O+ FLOOR JOIST #14 a #18 IOd TYPICAL STIRRUPS & TIES 5 5. 4" MIN BELOW N PRODUCTS.BOT. STANDARD BAR HOOKS 3 2'-O" MIN. I OF � ANGLE 6 FOUNDATION. 32MAX. � AND BENDS FOR CONCRETE:4 -4-L I N LAP 30 BAR 6. 6" MIN COVER OR 24" MIN. U.O.N CORNER ELEVATION BELOW PIPE SLEEVE. 6 FOR G.M.U.: SINGLE CURTAIN PLAN SECTIONS 1 F- LAP 48 BAR 0 U.O.N. SECT I _ 4 MAX. I� ON 16ga MIN. TIE WIRE 0.4xD1 MAX. DI IIII IIu T)'F. HOOKS I$ BENDS I T`"F. CONCRETE WALL 2 T)'fi=. FIFE PENETRATION 5 TYF. CORNER/NOTCHES/MOLES 4 � 1. ROOF PLY. I. 2X BLOCKING I. ROOF PLY. I. ROOF PLY. 2. MANUFACTURED TRUSS. AS REQ'D FOR 2. MANUFACTURED 1 2. MANUFACTURED 3. 2X BLOCKING W/ PLY EDGE I TRUSS. TRUSS. (2) 8d TO TRUSS NAILING. 3. FLAT 8 EA. END 2. ANCHOR BOLTS 3. 2X BLOCKING W/ OUTLOOKER @ 36" 6 14 4. SIMPSON A55 EA III II 3 -►{ (�- 2 MIN. SEE PLAN. 3. DOUBLE 2X TOP (2) 8d TO TRUSS © EA. END O.G. 4. SIMP5ON LTP4 i BLOCK TO TO BEAM v PLATE WITH 4'-0" MIN SPLICE. (14) TRUSS TO TOP PLATE @ 24" O.G. BETW ENKTRU55E5. 16d SINKERS 4. SIMPSON HIOA EA 5. DOUBLE TOP SIMPSON HI 6. 2X STUDS II F- --�-� 2"MIN. REQUIRED EACH TRUSS PLATES BALLOON FRAMED �f1 51 DE OF 5PL I GE 5. DOUBLE TOP N600, 6. 2X STUDS a 16 16 O.G. W OR PLATE BREAK. PLATES O.C. �. SHEAR PLY AS REQ'D © ALL EXT. 5 �. SHEAR PLY AS 5 REQ'D QD AND INT. SHEAR 6. 2X STUDS (9 I6" REQ'D SEE SHEAR SEE SHEAR WALL WALL LINES. WALL SCHEDULE SCHEDULE FOR PLY. 4 4. HEADER SEE O.C. FOR PLY. NAILING. NAILING. 7 LOWER AND UPPER PLAN. 5. 2X STUDS ® 16 7. SHEAR PLY AS 8. EDGE NAILING q. 2X KICKER @ 8 2 4 EDGE NAILING MI 2X4 PLATE SPLICES MUST OCCUR WITH A MINIMUM O.G. TYP. REO'0 SEE SHEAR WALL 4 O.G. ATTACHED AT II EACH - OF 4 -O 5EPARATION 6. (2) TRIMMERS SCHEDULE FOR PLY. 5 END WITHLu SIMP50N A35 CLIP. T1RU5BE�TWEEN REQ D © OPENINGS 8 -0 NAILING. MAX 2X4 7 12 BEAM. NAIL WITH 16d 5 ©6 O.G. ly OR LARGER.8. 7. (2) KING STUDS EDGE NAILING 6 UNBRAGED LENGTH IS 6 -O MAX 2X6 10. MIN 3/8" GDX OR OSB SHEATHING < ® v REQ'D 7 UNBRAGED LENGTH NAIL WITH 8d @ 6" v O 5 OPENINGS 6'-O" I S 8 -O O.G. EDGE, 12 O.G. F OR LARGER. -q-LFIELD. I1. LTP4 (9 24" O.G. 0 _ m Cn 8. (2) SILLS REQ'D 6 ©OPENINGS 6-0" IF BREAK OCCURS OR LARGER. q. 2X SILL PLATE PERMIT# ,c�.� Q�Gl�16 2E BEAM PER PLAN. L I P.T.D.F BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 13. 2X LEDGER W/ < -� CODE COMPLIANCE DATE ,✓! zBY T2%� (2) 16d' @ 16" O.G. 14. 2X BLKG W/ (2) 16d's, TO TRUSS 0 v O m0 Lo W EA END. TYF I CAL V4ALL FRAM I NO B SHEAR CONN. @ EAVE C SHEAR CONN. @ FORGH -7 SHEAR CONN. @ FORCH I. DOUBLE 2X FRAMING 4x I. DOUBLE 2X IL OR FRAMING OR 4x POST FOR POST FOR I. ROOF PLY. HOLDOWN. HOLDOWN. is 1 2. P.T. SILL PLATE 2. P.T. SILL PLATE I. SHEAR PLY 2. MANUFACTURED 3. ANCHOR BOLT W/ 3. ANCHOR BOLT W/ TRUSS. 3X3X.22q PLATE 3X3X.22ci PLATE 2. FLOOR JOISTS A WASHER, SEE I WASHER, SEE PER PLAN I 3. 2X BLOCKING W/ 6 SHEAR SCHEDULE e SHEAR SCHEDULE I 8d TRUSS © l 5 E.N. 4 FOR SIZE AND 6 o e 4 FOR SIZE AND Z 3. DOUBLE RIM JOIST pT0 E� 0 SPACING. SPACING. 4. SIMPSON HDU 5 O E.N. 4. SIMPSON HDU 4. DECKING PER 4. 5IMP50N HIOA EA q HOLDOWN, SEE HOLDOWN, SEE 2 PLAN W/ (2) 3Y2" TRUSS II PLAN FOR SIZE AND LOCATION. II PLAN FOR SIZE AND LOCATION. 4 WOOD SCREWS Ess, 4 How 5. TOP l SY 5. FLOOR JO 1ST SEE PLAN. 5. FLOOR JOIST SEE PLAN. 3 5. (2) Y4" X 4Y2" SD5 PLATESTBLE `foo r o 6. FLOOR PLY SEE E.N. 6. FLOOR PLY SEE T5 SCREWS ® 12" O.G. 6. 2X STUDS @ 16" rf 063 0/16 12 a 7 PLAN. 7. (I) #4 REBAR PLAN. 7 (1) #4 REBAR 6 6. LU526 HANGER O.G. �`\�e NOTE: WITHIN SHEAR GONE NOTE: 12 7 . WITHIN SHEAR GONE PER PLAN 7. SHEAR PLY AS WHEN CRIPPLE WALL a OF A.B.'S, (1) #4 WHEN CRIPPLE WALL ° OF A.B.'S, (1) #4 g 7 7. DECK JOIST PER REQ'D OCCURE5 ALLTHREAD 6" (I STORY) REBAR TOP $ BOT OCC.URES ALLTHREAD REBAR TOP $ BOT a PLAN SEE SHEAR WALL RANCHO ENO. JOB: 16-083 MAY BE EXTENDED A 8" (2 STORY) U.N.O. MAY BE EXTENDED A a 6" (1 STORY) U.N.O. o q SCHEDULE FOR PLY. MAXIMUM OF 4'-0". } >- a [Y 8. SHEAR PLY. PER PLANS. � MAXIMUM OF 4 -O . 8" (2 STORY) g. SHEAR PLY. PER PLANS. a 8. 2X LEDGER PER q 5 NAILING. DRANN BY: SEH PROVIDE SOLID BEARING ��#` TO FOUNDATION FOR a° _ - HOLDOWN POST. WHEN a° q. 51MP50N CNN ALLTHREAD PROVIDE SOLID BEARING �-� TO FOUNDATION FOR % a POST. WHEN p O q. SILL NAILING PER SHEAR PER a a PLAN q. FLASHING 8. EDGE NAILING. GKD.BY: JPH DISTANCE IS GREATER c N EXTENTION. ►- aa a M D15TANCE 15 GREATER as SCHEDULE. ��M q. SIMPSON LTP4 HOEDOWN IS TO BE N - 10. SILL NAILING HOEDOWN IS TO BE _ ry b 10. BLK G (9 48 as M °. 7 TRUSS TO TOP DATE: OS/ci/16 INSTALLED AT THE SILL PLATE AND STRAP PO5T5 12" (1 STORY) PER SHEAR SCHEDULE. INSTALLED AT THE SILL PLATE AND STRAP POSTS ry d) O.C. 11. SIMPSON CNN as . m �t'tw�.e? C 0DE Cn1`nFLIA,PJCF PLATE a 24" O.G. PER DETAIL 5/56 AT THE 15" (2 STORY) II. A35 ©12 O.G. PER DETAIL 5/56 AT THE 12" (1 STORY) ALLTHREAD REVISION: O FLOOR LEVEL. USE 12. 55TB ANCHOR FLOOR LEVEL. USE EXTENTION. � 0 201" STRAP WITH EQUIVELENT PER FOUNDATION STRAP WITH EQUIVELENT 15" (2 STORY) 12. 557B ANCHOR DR?�WINC NUMBER STRENGTH OF HOLDOWN. PLAN. EMBEDMENT STRENGTH OF HOLDOWN. PER FOUNDATION HDU2 =MST48 PER MANUF. SPECS. HDU2 =MST48 PLAN. EMBEDMENT ''` t" ND �`,8^��^Ina T f.S, HDU5 = MST60 HDU5 = M5T60 PER MANUF. SPECS. SHEAR/HOLDONN CONN. @ EOUNIDATION cf SHEAR/HOL.IDOM CONN. @ EOUNDATION 10 DECK JOIST LEDOER CONNECTION II SHEAF, CONN. @ EAVE 12 ------